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FINAL 2023 0110 Council Agenda PacketMoses Lake City Council Don Myers, Mayor | Deanna Martinez, Deputy Mayor | Dustin Swartz, Council Member | Mark Fancher, Council Member David Eck, Council Member| Judy Madewell, Council Member| David Skaug, Council Member Tuesday, January 10, 2023 Moses Lake Civic Center – 401 S. Balsam or remote access* Study Session 6 p.m. – Homeless Feasibility – ECONorthwest Consultants Regular Meeting Agenda Call to Order – 6:30 p.m. Roll Call Pledge of Allegiance Approval of the Agenda Citizen’s Communications** Summary Reports: Mayor’s Report -Former Council Member Jim Liebrecht Remembrance - Reappoint LTAC, LEOFF and Mosquito District Board Members Motion -Council Committee Assignment Review – pg 4 - Wind Ensemble Performance January 24 at 6 p.m. -Family Recognition for Sleep Center Support Additional Business City Manager’s Report - Grant County Health District 2023 ILA Motion -February Workshop with Nash Training Moses Lake Council Packet 01-10-23, Page 1 of 592 January 10, 2023 City Council Meeting Page 2 Closed Hearing #1 Motion pg 6 Sagepoint Planned Development District Presented by Kirsten Sackett, Community Development Director Summary: Council to conduct hearing, review and take action Consent Agenda Motion All items listed below are considered to be routine and will be enacted by one motion. There will be no separate discussion of these items unless a Council Member requests specific items to be removed from the Consent Agenda for discussion prior to the time Council votes on the motion to adopt the Consent Agenda. #2 pg 336 a.City Council Meeting Minutes Dated December 13, 2022 and January 3, 2023 b.Claims and Payroll c.2022 Community Street and Utility Standards Resolution 3926 d.2023 Fee Schedule Update Resolution 3927 e.Valley Rd. Apartments Easement Resolution 3928 f.City Legislative Meeting Calendar 2023 g.Kenison Franz Contract Amendment h.Rolluda Consultants Contract Amendment i.RH2 Electrical Engineering Amendment j.DOH Associates Contract Amendment k.Award Westshore Biofilter Project l.Award Milwaukee and AeroTEC Water Main Project m.Accept Well 34 Pump Test Project n.Accept Nelson Road Path Project Old Business #3 Motion pg 573 City 2023 Legislative Agenda Presented by Rich Huebner, Assistant City Manager Summary: Council to review and consider approval New Business #2 Motion pg 580 Police Imprest Account Increase Resolution 3929 Presented by Madeline Prentice, Finance Director Summary: Council to review and consider adoption Moses Lake Council Packet 01-10-23, Page 2 of 592 January 10, 2023 City Council Meeting Page 3 Administrative Reports -AWC Worker Comp Refund -Hearing Examiner Annual Report – pg 582 -Larson Rec Center Ribbon Cutting February 14 Council Committee Reports Executive Session -Property Sale or Lease and Evaluation of a Public Employee pursuant to RCW 42.30.110 (1)(c) and (g) Adjournment Next Regular Council Meeting is scheduled for January 24, 2022 NOTICE: Individuals planning to attend the in-person meeting who require an interpreter or special assistance to accommodate physical, hearing, or other impairments, need to contact the City Clerk at (509) 764-3703 or Deputy City Clerk at (509) 764-3713 at least 24 hours in advance of the meeting. *Please click the link below to join remote access: https://cityofml.zoom.us/j/81573286494 Or iPhone one-tap: US: +12532158782,,91539733610# or +13462487799,,91539733610# Or Telephone: Dial(for higher quality, dial a number based on your current location):US: +1 253 215 8782 or +1 346 248 7799 or +1 669 900 9128 or +1 646 558 8656 or +1 301 715 8592 or +1 312 626 6799 Webinar ID: 81573286494. International numbers available: https://cityofml.zoom.us/u/aelROcwuzZ ** Remote Citizen Comment or Public Hearings Remote speaker request forms must be completed by 3 p.m. on the day of the meeting. Moses Lake Council Packet 01-10-23, Page 3 of 592 MOSES LAKE COUNCIL COMMITTEE ASSIGNMENTS (2022) City Manager Position 1 Position 2 Position 3 Position 4 Position 5 Position 6 Position 7 2nd & 4th Tuesday 7:00 p.m.X X X X X X X X 2nd Tuesday at 2:00 p.m.X X X X 4th Thursday of every month at Noon X X X X 4th Tuesday at 2:00 p.m.X X X X A Set a Date & Time X X X X Varies 2nd Wednesday at 7:00 p.m. Monthly or 2x/Month X Thurs. after the 1st Council mtg at 7:00 p.m. 2-3 times per year as needed X As Needed X X Quarterly X Quarterly X X X X X X X X As Needed As Needed X None Required Council Comm. Dev./Municipal Svcs./Parks Committee Council Ad Hoc Homelessness Committee Wellness Committee Municipal Airport Commission Mark Fancher Judy Madewell David Eck David Skaug Council Meetings Dustin Swartz Don Myers Council Finance Committee Boards, Councils & Organizations Meets Allison Williams Deanna Martinez Council Public Safety Committee None Required Parks, Recreation, & Cultural Services Advisory Board Planning Commission None Required Lodging Tax Advisory Committee ML LEOFF 1 Disability Board Civil Service Commission None Required AGCCT (association of grant county cities and towns) Firemen's Pension Board RCW 41.16.020 Yonezawa Sister City Student Exchange* *voluntary attendance Updated 12/9/22 Moses Lake Council Packet 01-10-23, Page 4 of 592 MOSES LAKE COUNCIL COMMITTEE ASSIGNMENTS (2022) City Manager Position 1 Position 2 Position 3 Position 4 Position 5 Position 6 Position 7 3rd Wednesday at 7:00 a.m.X A X 3rd Thursday at 6:30 p.m.X 2nd Wednesday at 6:00 p.m.X 2-3 times per year as needed X 3rd Tuesday at 10:00 a.m.X 2nd & 4th Mondays at 10 am X As Needed X X Every 6 weeks X X X David Skaug Boards, Councils & Organizations Meets Allison Williams Deanna Martinez Don Myers Judy Madewell Port of Moses Lake* Advisory Committee on Housing MLED - Moses Lake Economic Development Coordinating Committee Bridges Int'l Student Exchange David Eck GTA Mark Fancher GCHD - Grant Bd of Health ML Watershed Council Grant County Solid Waste Advisory Committee* Dustin Swartz Grant County Mosquito District #1 - Chris Blessing 2021-2022 GCEDC* *voluntary attendance Updated 12/9/22 Moses Lake Council Packet 01-10-23, Page 5 of 592 Moses Lake Council Packet 01-10-23, Page 6 of 592 Moses Lake Council Packet 01-10-23, Page 7 of 592 Moses Lake Council Packet 01-10-23, Page 8 of 592 Moses Lake Council Packet 01-10-23, Page 9 of 592 Moses Lake Council Packet 01-10-23, Page 10 of 592 Moses Lake Council Packet 01-10-23, Page 11 of 592 Moses Lake Council Packet 01-10-23, Page 12 of 592 City Council EXHIBIT A Hearing Examiner Recommendation Sagepoint Planned Development District City Council EXHIBIT B Hearing Examiner Decision Sagepoint Preliminary Major Subdivision City Council EXHIBIT C Sagepoint 35-Lot Preliminary Plat City Council EXHIBIT D Open Record Exhibits 1-46 EXHIBIT 1 PLN2022-0014 Sagepoint Application EXHIBIT 2 PLN2022-0014 Sagepoint CAD Homes LLC PDD and Subdivision Narrative 2-15-2022 EXHIBIT 2A PLN2022-0014 Sagepoint 17-Lot Exhibit A - Attachment to Narrative EXHIBIT 2B PLN2022-0014 Sagepoint Preliminary Site Plan EXHIBIT 3 PLN2022-0014 Sagepoint Preliminary Plat Corrected Original 2-15-2022 EXHIBIT 4 PLN2022-0014 Sagepoint SEPA Checklist 2-15-2022 EXHIBIT 5 PLN2022-0014 Sagepoint Traffic Report 11-29-2021 EXHIBIT 6 PLN2022-0014 Sagepoint Notice of Incomplete (NOIA) 4-28-2022 EXHIBIT 7 PLN2022-0014 CAD Homes LLC Written Response to 1st Incomplete 5-16-2022 EXHIBIT 8 PLN2022-0014 Sagepoint 2nd Notice of Incomplete (NOIA) EXHIBIT 9 PLN2022-0014 Sagepoint CAD Homes Written Response 2nd Incomplete 6-9-22 Moses Lake Council Packet 01-10-23, Page 13 of 592 EXHIBIT 9A PLN2022-0014 Sagepoint General Landscape Plan 6-8-2022 EXHIBIT 10 PLN2022-0014 Sagepoint 3rd Notice of Incomplete (NOIA) EXHIBIT 11 PLN2022-0014 Sagepoint CAD Homes Sagepoint Written Response to 3rd Notice of Incomplete (NOI) 8-1-22 EXHIBIT 12 PLN2022-0014 Notice of Complete 8-3-2022 EXHIBIT 13 PLN2022-0014 Sagepoint Major Sub Review - Building Official 8-4-2022 EXHIBIT 14 PLN2022-0014 Sagepoint East Columbia Basin Irrigation District Review 5-5-2022 EXHIBIT 15 PLN2022-0014 Sagepoint Major Sub Review DAHP 5-5-2022 EXHIBIT 16 PLN2022-0014 Sagepoint PUD PP Surveyor Review 5-9-2022 EXHIBIT 17 PLN2022-0014 Sagepoint Major Plat Fire Review 5-9-2022 EXHIBIT 18 PLN2022-0014 Sagepoint Review Grant County Assessor’s Office 5-11-2022 EXHIBIT 19 PLN2022-0014 Sagepoint Review Washington Department of Fish and Wildlife 5-15-2022 EXHIBIT 20 PLN2022-0014 Sagepoint Comment Bureau of Reclamation 5-26-2022 EXHIBIT 21 Exhibit 21 was a skipped number in the exhibit sequence that was before the Hearing Examiner. No factual information is assigned to Exhibit 21. EXHIBIT 22 City of Moses Lake - Development Engineering Report 8-29-2022 EXHIBIT 23A Chris and Marie Molitor Sagepoint Comment 8-16-2022 EXHIBIT 23B David & Peggy Earl Comments on Lower Peninsula Against PUD Zoning 8-8-2022 Moses Lake Council Packet 01-10-23, Page 14 of 592 EXHIBIT 23C Farrel Huntsman Sagepoint Comment 8-9-2022 EXHIBIT 23D Leslie Piper Proposed PUD on Peninsula Comment 8-12-2022 EXHIBIT 23E Mark & Jennifer Trimble Comment Letter 8-15-2022 EXHIBIT 23F Mark Trimble Sagepoint PLN 2022-0014 Comment 8-14-2022 EXHIBIT 23G Pat and Judy Molitor Comment for PUD for Peninsula 8-17-2022 EXHIBIT 23H Richard Pearce Comment 6-27-22 EXHIBIT 23I Sabrina Devries Lower Peninsula Housing Comment 8-18-2022 EXHIBIT 23J The Molitors Letter to ML City Council-Development on Lower Peninsula 8-17-2022 EXHIBIT 23K Tim Thomas Sagepoint Comment 8-8-2022 EXHIBIT 23L Wayne and Leslie Piper Proposed PUD on Peninsula Comment 8-12-2022 EXHIBIT 23M Yuliya Proskurina Development in Lower Peninsula Comment 8-11-2022 EXHIBIT 24 PLN2022-0014 Sagepoint WSDOT Comments 9-6-2022 EXHIBIT 25 PLN2022-0014 Sagepoint Applicant’s Response to Public Comments EXHIBIT 25A PLN2022-0014 Sagepoint Public Hearing Notice 9-28-2022 EXHIBIT 25B PLN2022-0014 Sagepoint Notice of Postponement-Parties of Record-Residents EXHIBIT 26 PLN2022-0014 Revised SEPA Checklist 10-3-22 EXHIBIT 27 PLN2022-0014 Sagepoint 35-Lot Revised Narrative 10-3-22 Moses Lake Council Packet 01-10-23, Page 15 of 592 EXHIBIT 28 PLN2022-0014 Sagepoint 35-Lot Revised Traffic Memo EXHIBIT 29 PLN2022-0014 Sagepoint Revised 35-Lot Preliminary Plat EXHIBIT 30 PLN2022-0014 Sagepoint 35-Lot Notice of Application and DNS 10-4-2022 EXHIBIT 30A PLN2022-0014 Sagepoint Published 35-Lot Revised Notice of Application EXHIBIT 31 PLN2022-0014 Sagepoint 35- Lot DNS EXHIBIT 32 PLN2022-0014 Sagepoint Bureau of Reclamation Comment 10-27-2022 EXHIBIT 33 PLN2022-0014 Sagepoint DOE Comments 10-18-2022 EXHIBIT 34 PLN2022-0014 Sagepoint Grant County Treasurer Comments 10-7-2022 EXHIBIT 35 PLN2022-0014 Sagepoint City of Moses Lake Parks and Recreation Comment 10-18-2022 EXHIBIT 36 PLN2022-0014 Sagepoint PUD Comments 10-7-2022 EXHIBIT 37 PLN2022-0014 Grant Co Treasurer Comments 10-7-2022 EXHIBIT 38 PLN2022-0014 Sagepoint Hearing Notice for Paper Rescheduled 11-8-2022 EXHIBIT 39 PLN2022-0014 Sagepoint Affidavit of Posting 10-7-22 EXHIBIT 40 PLN2022-0014 Sagepoint Chris and Marie Molitor Comments 10-25-2022 EXHIBIT 41 PLN2022-0014 Sagepoint Tim and Sarah Molitor Sagepoint Comments 10-25-2022 EXHIBIT 42 PLN2022-0014 Sagepoint Greg & Micah Hoiland Sagepoint Comments 10-30-2022 Moses Lake Council Packet 01-10-23, Page 16 of 592 EXHIBIT 43 PLN2022-0014 Sagepoint Marilyn Molitor Comments on CAD Home Development on Peninsula 10-25-2022 EXHIBIT 44 PLN2022-0014 Sagepoint City of Moses Lake – City Engineer TIA Comment EXHIBIT 45 PLN2022-0014 Sagepoint E-Mail Wayne Piper 11-3-2022 EXHIBIT 46 PLN2022-0014 Sagepoint Staff Report to Hearing 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Special notice for remote attendance and citizen comment were posted on the meeting agenda. ROLL CALL Present: Mayor Myers; Deputy Mayor Martinez; Council Members Eck, Skaug, Fancher, Madewell, and Swartz. PLEDGE OF ALLEGIANCE Mayor Myers led the Flag Salute. AGENDA APPROVAL Deputy Mayor Martinez requested that Consent Agenda item (d) WSDOT SR-17 Project Noise Variance be moved to New Business. City Manager Allison Williams added Water Rights Fee Resolution 3925 to the Consent Agenda. Action taken: Council Member Eck moved to approve the Agenda as amended, second by Council Member Swartz. The motion carried 7 – 0. CITIZEN’S COMMUNICATION Process and Communications Richard Pearce, Moses Lake, expressed his frustration with routine and other processes related to quasi-judicial hearings. City staff and Mayor Myers warned him several times to not comment on the subdivision topic that will come before the Council in January as a closed record hearing. PRESENTATION Civic Plus Website Redesign Preview Communications and Marketing Specialist Lynne Lynch presented a preview of the website redesign. There will be separate calendars for meetings and events, a new water conservation page, and an icon added on the homepage for citizen options to select language translation. SUMMARY REPORTS MAYOR’S REPORT Reappoint Grant Transit Board Member Mayor Myers requested re-appointment to the Grant Transit Board Member position for a one-year term expiring December 31, 2023. Action taken: Council Member Eck moved to approve the reappointment, second by Deputy Mayor Martinez. The motion carried 7 – 0. Cancel December 27 City Council Regular Meeting Mayor Myers proposed to cancel the December 27, 2022, regular meeting. Moses Lake Council Packet 01-10-23, Page 336 of 592 Action taken: Deputy Mayor Martinez moved to approve the cancelation, second by Council Member Swartz. The motion carried 7 – 0. CITY MANAGER’S REPORT Employee New Hire Police Chief Kevin Fuhr introduced and administered the Oath of Office to Isaac Taylor. 3rd Quarter Financial Report The 3rd quarter report was posted as an addendum to the packet prior to the meeting. Finance Director Madeline Prentice advised that revenues are coming in strong, and that expenses are at 66% of the budget and not expected to exceed revenues. Water Outreach Communications Plan Communications and Marketing Specialist Lynne Lynch and Assistant City Manager Rich Huebner are putting together a plan to engage the community in the discussions related to water consumption. Staff will be reaching out to local and regional groups and update the City’s webpage for water conservation. GeoEngineers Consultant Kevin Lindsay has been contracted to provide an update to the 2012 Groundwater Management Report specific to Moses Lake. City and Conservation District staff will conduct a Water Conservation and Lawn Maintenance seminar on May 6. The City has put together a staff team to identify parks that can be served with lake water. CONSENT AGENDA #1 a. City Council meeting minutes dated October 22, November 8 and 22, 2022 b. Electronic Transfer: #203 $ 1,949.66 Checks: #158640 - 158847 $ 939,981.42 Payroll Checks: #64867 - 64882 $ 7,780.36 Electronic Payments: Direct Deposit 11/25/2022 $ 503,692.74 c. Accept Tana Lift Station Upgrade Project e. Municipal Services Professional Services Agreement f. Water Rights Fee Resolution 3925 Action taken: Council Member Fancher moved to approve the Consent Agenda as amended, second by Council Member Eck. The motion carried 7 – 0. OLD BUSINESS #2 2023 City Legislative Agenda The proposed Legislative Agenda reflects the City’s key initiatives on Water Infrastructure, Police Reform, Infrastructure Funding, Maintaining and Expanding Flexibility of Funding Sources, and a Community Services Center Construction. Action taken: Council Member Madewell moved to postpone the City Legislative Agenda and have language rewritten on the Community Services Center Construction, second by Council Member Eck. The motion carried 5 – 2. Deputy Mayor Martinez and Mayor Myers were opposed. Moses Lake Council Packet 01-10-23, Page 337 of 592 NEW BUSINESS #3 2022 Budget Adjustment Ordinance 3017 The ordinance increases the 2022 budget for several funds resulting in citywide total expenditures of $3,769,822 and adds $847,621 to estimated revenues. Most items have been previously addressed by the full Council or the Finance Committee. Other amendments included homeless services catch up to align with the grant fiscal cycle and ta few street expenditures carried over from 2021 projects. Action taken: Deputy Mayor Martinez moved to adopt Ordinance 3017 as presented, second by Mayor Myers. The motion carried 7 – 0. #4 Compost Products Procurement Ordinance 3018 Cities with a population greater than 25,000 are required to adopt and implement a compost procurement ordinance by January 1, 2023. The purchasing policy revision will be presented in 2023 to add composting product language for new projects. Action taken: Council Member Fancher moved to adopt Ordinance 3018 as presented, second by Deputy Mayor Martinez. The motion carried 7 – 0. #5 WSDOT SR-17 Project Noise Variance Deputy Mayor Martinez and several Council requested WSDOT notify residents that would be affected by nighttime construction noise. Action taken: Deputy Mayor Martinez moved to allow the variance with a requirement of public notification and project paving schedule being presented to Council, second by Council Member Swartz. The motion carried 7 – 0. ADMINISTRATIVE REPORTS Community Development Code Update Community Development Director Kirsten Sackett reviewed their goals on the Code update to be simplifying permit process, being consistent, and making the Code readable. They will consolidate Titles 14 – 20 and propose four process types: basic permits, general public notice, land use, and Comprehensive Plan updates. These types will be in a table with cross references to regulations. EPA Superfund Site Update Staff received an update from the new EPA Project Manager Piper Peterson on November 30. They have committed to increasing communication with the city, as well as doing quarterly reports to the public. They conducted a series of new testing which will be shared with Council once published. Employee Breakfast December 14, Civic Center to Open Late The annual employee breakfast is tomorrow at 7:30 a.m. All Council Members are welcome to attend. The Civic Center services will open to the public at 9 a.m. Moses Lake Council Packet 01-10-23, Page 338 of 592 Recycle Update The recycle program revenues have not turned around. Materials are still going to Spokane but the market has not changed to become a revenue to the City. Parks, Recreation, and Cultural Services Director Interview of final candidates will be January 9. Council Member Eck and Council Member Madewell volunteered to participate in the interviews. COUNCIL COMMUNICATIONS AND REPORTS Council Member Swartz attended the Association of Grant County Cities and Towns meeting via zoom. Deputy Mayor Deanna was nominated to continue serving on the Grant County Board of Health. They also discussed changing by-laws so the President’s paid staff will automatically serve as the Secretary/Treasurer position. Deputy Mayor Martinez is looking forward to continuing as a representative on the Grant County Board of Health. She attended Finance Committee today and reported that the Watershed Council has canceled their December Meeting. She also thanked staff for being prepared ahead of time for the snow and for improved communications to the public. Mayor Myers thanked volunteers who have shoveled other neighbors’ sidewalks. He will be attending the Grant Transit Authority board meeting on Thursday, December 15. EXECUTIVE SESSION Mayor Myers called an Executive Session at 8:12 p.m. for 45 minutes to review performance of a public employee, and potential litigation pursuant to RCW 42.30.110(1) subsections (g) and (i) with no business to follow. Mayor Myers extended the Executive Session for 25 minutes. ADJOURNMENT The regular meeting was adjourned at 9:22 p.m. ______________________________________ Don Myers, Mayor ATTEST____________________________________ Debbie Burke, City Clerk Moses Lake Council Packet 01-10-23, Page 339 of 592 MOSES LAKE CITY COUNCIL – SPECIAL MEETING January 3, 2023 CALL TO ORDER A special meeting of the Moses Lake City Council was called to order at 5:00 p.m. by Mayor Myers in the Council Chambers of the Civic Center. ROLL CALL Present: Mayor Myers; Deputy Mayor Martinez; Council Members Swartz, Fancher, Eck, Madewell, and Skaug. Staff: City Manager Allison Williams, Assistant City Manager Rich Huebner, City Attorney Katherine Kenison, Community Development Director Kirsten Sackett, and Senior Planner Nathan Pate. EXECUTIVE SESSION Mayor Myers called an Executive Session to be held for 60 minutes pursuant to RCW 42.30.110(1)(i) to discuss potential litigation. The session was extended for 30 minutes. ADJOURNMENT The special meeting was adjourned at 6:30 p.m. ______________________________________ Don Myers, Mayor ATTEST____________________________________ Debbie Burke, City Clerk Moses Lake Council Packet 01-10-23, Page 340 of 592 Council Staff Report To:Agenda Item Number: From Department For Agenda of:Proceeding Type Subject Reviewed and Approved by: Expenditure Required:Amount Budgeted:Appropriation Required: Action Requested Packet Attachments (if any) Allison Williams, City Manager 9365 Madeline Prentice Finance 1/10/2023 Consent Agenda Disbursement report since December 13, 2022 City Manager Finance Fire City Attorney Community Development Police Human Resources Municipal Services Parks, Rec, & Cultural Services 5,768,700.93$5,768,700.93$0.00$ Approve payment of claims as presented. The following amounts were budgeted, and sufficient funds were available to cover these payments: Electronic Transfer: N/A Checks: 158848 - 159181 - $4,702,585.77 Payroll Checks: 64887 - 64903 - $6,374.11 (12/9/22) 64904 - 64917 - $5,540.45 (12/23/22) Electronic Payments: Direct Deposit - $528,173.80 (12/9/22) $526,026.80 (12/23/22) Vouchers - 01.10.2023.pdf 133.39KB Moses Lake Council Packet 01-10-23, Page 341 of 592 Overview Fiscal and Policy Implications Approve, Authorize, or Adopt: Provide Amended Direction: No Action Taken: RCW 42.24 governs the process for audit and review of claims and payroll payments for the City. RCW 42.24.180 requires the review and approval of all payments at a regularly scheduled public meeting on at least a monthly basis. The State Budgeting, Accounting and Reporting Systems (BARS) Manual outlines the above format for approval by the City Council. RCW 42.24.080 requires that all claims presented against the City by persons furnishing materials, rendering services or performing labor must be certified by the appropriate official to ensure that the materials have been furnished, the services rendered, or the labor performed as described, and that the claims are just, due and unpaid obligations against the City. RCW 42.24.180 allows expedited processing of the payment of claims when certain conditions have been met. The statute allows the issuance of warrants or checks in payment of claims before the legislative body has acted to approve the claims when: (1) the appropriate officers have furnished official bonds; (2) the legislative body had adopted policies that implement effective internal control; (3) the legislative body has provided for review of the documentation supporting the claims within a month of issuance; and (4) that if claims are disapproved, they shall be recognized as receivables and diligently pursued. The City meets all these conditions. To comply with the requirements, Finance staff schedule payment of claims and payroll for semi-monthly Council approval on the Consent Agenda. The payments listed in the schedule cover all claims and payroll payments during the period prior to the date of the Council meeting. All payments made during this period were found to be valid claims against the City. Details are attached and any questions should be directed to the City Manager or Finance Director. The City's internal controls include certification of the validity of all payments by the appropriate department prior to submission for payment. The Finance Director has delegated authority for the examination of vouchers and authorization of payments to the Finance, Accounts Payable, and Payroll staff. All payments are reviewed and validated. The Finance Division regularly reviews it processes to ensure appropriate internal controls are in place. Options and Results Approve N/A Staff would recognize claims as receivables and pursue collections. Moses Lake Council Packet 01-10-23, Page 342 of 592 TOTALS BY FUND: FUND NO FUND NAME AMOUNT 001 GENERAL FUND 354,216.62 102 TOURISM 53,861.00 103 GRANTS AND DONATIONS 31,416.94 110 HOMELESS SERVICES 140,758.22 114 PATHS/TRAILS ‐ 116 STREET 63,023.45 119 STREET REPR/RECON 1,795,499.49 286 REFUNDING GO BONDS 2015 ‐ 314 PARK & RECREATION IMPROVEMENTS 978,244.67 315 PARK MITIGATION CAPITAL PROJECTS ‐ 410 WATER/SEWER 89,012.28 450 2011 BOND FUND ‐ 452 2004 BOND FUND ‐ 471 WATER RIGHTS 500.00 477 WATER SEWER CONSTRUCTION 135,409.63 487 2015 GO BONDS REDEMPTION ‐ 490 SANITATION 652,823.53 493 STORM WATER 1,390.82 495 AIRPORT 3,161.16 498 AMBULANCE 67,177.22 501 UNEMPLOYMENT COMPENSATION INSURANCE ‐ 503 SELF‐INSURANCE 10,403.85 517 CENTRAL SERVICES 136,629.53 519 EQUIPMENT RENTAL 151,846.87 528 BUILDING MAINTENANCE 24,664.83 611 FIRE PENSION 2,899.91 623 DEPOSIT 9,500.00 631 STATE 145.75 TOTAL 4,702,585.77$ City of Moses Lake Tabulation of Claims Paid‐Summary by Fund Council Meeting Date‐ 01/10/2023 Moses Lake Council Packet 01-10-23, Page 343 of 592 Check Name Check Amount Check Date Invoice Description 158848 Assured Partners 2,814.00 12/07/2022 Airport Liability Policy Renew 158849 Utility Services Associates, LLC 4,925.00 12/08/2022 2020 thru 2022 Leak Detection 158850 Washington Finance Officers Association 1,925.00 12/08/2022 Madeline, Jess, Jesus Registration 158851 Blue Bridge Alliance 500.00 12/08/2022 Source of Life Donation 158852 Blue Bridge Alliance 1,000.00 12/08/2022 Our Lady of Fatima Donation 158853 Cherri‐Anne Bickler 333.55 12/08/2022 LRC Instructor Reimbursement 158855 Crystal Oronia 10.00 12/08/2022 Customer Credit on Parks n Rec Account 158856 Donna Stumbough 958.32 12/08/2022 Eleanor Hoople Medicare Claim 158857 Washington State Treasurer 160.19 12/08/2022 State Remittance JIS PSAE 158858 Hopesource 66,694.21 12/12/2022 October Services @ Sleep Center 158859 Leon & Keeble, Inc 948,699.78 12/13/2022 Pay App #20 Larson Rec Center 158860 2M Company Inc 478.17 12/14/2022 2" Gate Valves/Thread Seal 158861 A & H Printers Inc 70.46 12/14/2022 R. Huebner Cards 158862 Abc Hydraulics 178.96 12/14/2022 Hub Cap Plug/Gloves 158863 Adobe Inc.139.97 12/14/2022 Adobe Subscription 158864 Amazon Capital Services, Inc.15,163.87 12/14/2022 Finance Supplies 158865 Aspect Consulting 5,041.00 12/14/2022 Water Rights Work 158866 Axon Enterprise Inc 61,137.62 12/14/2022 In‐car video systems PO 22‐000005 158867 Azteca Systems Holdings LLC 81,842.00 12/14/2022 Cityworks 2023 158868 Basin Express LLC 29.90 12/14/2022 Freight on Radiator Eq#458 W/O 58510 158869 Basin Septic Services Inc 1,671.28 12/14/2022 Service @ Sleep Center 158870 Bound Tree Medical LLC 1,101.55 12/14/2022 Medical Supplies 158871 Bsn Sports 294.76 12/14/2022 Recreation Supplies 158872 Bud Clary Ford LLC 199.47 12/14/2022 Brake Motor/Brake Caliper Kit/Core 158873 Carquest Auto Parts 201.15 12/14/2022 Hub & Bearing Assembly 158874 Central Machinery Sales Inc 199.35 12/14/2022 Fuel Pump/Gasket/Washers 158875 Centurylink 55.41 12/14/2022 206‐T03‐6229 331B 11.23.2022 158876 Centurylink 1,601.40 12/14/2022 Long Distance 158877 CHS Inc 30,479.97 12/14/2022 Fuel For Vehicles/Small Engines Nov 22 158878 Cities Digital, Inc.10,532.00 12/14/2022 Laserfiche Annual Renewal 158879 Colby Coverdell 452.80 12/14/2022 Hub Nut/Booties 158880 Consolidated Disposal Service 37,761.45 12/14/2022 Nov Refuse ‐ Maintenance 158881 Consolidated Electrical Distributors Inc 129.99 12/14/2022 Ice Rink Maintenance Supplies 158882 Copiers Northwest Inc 969.96 12/14/2022 Equipment Contract Fees 158883 Corporate Translation Services, LLC 36.20 12/14/2022 Translation Services 158884 CSWW, Inc 366.05 12/14/2022 Rubber Matting 158885 Databar Inc 4,882.02 12/14/2022 Mail Utility Bills 158886 Devries Information Mgmt 46.00 12/14/2022 On Site Record Destruction 158887 Dobbs Peterbilt‐ Moses Lake 419.66 12/14/2022 Block Heaters 158888 Dr Lou Sowers 600.00 12/14/2022 Pre‐Employment Psych Exam 158889 Economic Consultants Oregon LTD.6,307.50 12/14/2022 Homeless Pro Services 158890 Ennis‐Flint Inc 246.26 12/14/2022 Hose 158891 Eurofins Microbiology Labritories Inc.1,856.19 12/14/2022 Sample Testing 158892 Experience Power Sports 81.27 12/14/2022 Lever/Spring Tensioner/Shaft 158893 Faber Industrial Supply 578.46 12/14/2022 Milwaukee Battery 158894 Fastenal Company 223.56 12/14/2022 Knife/T‐shirts/Bags 158895 Ferrellgas 304.53 12/14/2022 Propane Eq#596 City of Moses Lake Checks Issued with Summary Description For January 10, 2023 Council Meeting Moses Lake Council Packet 01-10-23, Page 344 of 592 158896 Fishingmagician.com 580.00 12/14/2022 LTAC Expense 158897 Galls LLC 1,659.35 12/14/2022 Boots 158898 General Fire Apparatus Inc 466.82 12/14/2022 Air Filter Eq#281 158899 GMCO Corpoation 8,074.07 12/14/2022 Torch CI 158900 Grainger Parts Operations 229.56 12/14/2022 Snap Disc Controls 158901 Grant Co Solid Waste 58,578.21 12/14/2022 Landfill Dumping Fees 158902 Grimco, Inc.9,460.14 12/14/2022 Misc Supplies 158903 H D Fowler Company 1,828.11 12/14/2022 Misc Supplies 158904 Hach Company 1,066.76 12/14/2022 Reagent Sets 158905 Haglund's Trophies, LLC 296.16 12/14/2022 Name Plates for Chambers 158906 Hajoca Corp 13.80 12/14/2022 Toilet Fill Valve 158907 Helena Agri‐Enterprises LLC 7,835.13 12/14/2022 Maintenance Supplies 158908 IAFF Local 1258 5,220.00 12/14/2022 Fire Union Dues 158909 Ibs Inc 61.38 12/14/2022 Bushings 158910 IFP, Inc 8,190.00 12/14/2022 Security @ Sleep Center 158911 Jerrys Auto Supply 6.92 12/14/2022 Maintenance Supplies 158912 Jims Lock Service LLC 213.20 12/14/2022 Keys 158913 K C D A 109,248.31 12/14/2022 Playground Equipment Project. 158914 Keller Associates 5,092.00 12/14/2022 COF Pump Station Upgrade 158915 Kelley Connect 486.90 12/14/2022 Museum Printing Overage 158916 Kottkamp & Yedinak, P.L.L.C.2,907.50 12/14/2022 Planning Pro Services 158917 Lakeside Disposal, Inc 25.67 12/14/2022 Recycling @ Fire 158918 Les Schwab Tire Center 702.32 12/14/2022 Tire/Stem Eq#235 158919 Lowes 2,065.89 12/14/2022 Lowes Statement November 2022 158920 Michael Nash 4,535.00 12/14/2022 Leadership Training 158921 Modern Building Systems, Inc 894.31 12/14/2022 Rental @ Sleep Center 158922 Moses Lake Police Guild 2,535.00 12/14/2022 Police Union Dues 158923 Moses Lake Steel Supply 21.05 12/14/2022 Drill Bits/Screws 158924 National Society Daughters of the America 500.00 12/14/2022 Sculpture Donation 158925 Norco Enterprises Inc 507.31 12/14/2022 Medical Oxygen 158926 Northstar Chemical Inc 2,901.25 12/14/2022 Sodium Hypochlorite Well#10 158927 NYS Child Support Prosessing Center 184.61 12/14/2022 2225 Child Support Deduction Gilmartin 158928 Oasis Auto Spa 1,849.25 12/14/2022 Car Washes Oct. 2022 158929 Oreilly Auto Parts 16.23 12/14/2022 Brake Fluid 158930 Oxarc Inc 32.73 12/14/2022 Gloves 158931 Pape Machinery 3,338.55 12/14/2022 Windowpane/Isolator Eq#333 158932 Pasco Tire Factory, INC 616.43 12/14/2022 Chains Eq#009 158933 Perteet, Inc.52.50 12/14/2022 Yonezawa Blvd Ext ICE 158934 Planet Turf 10,784.79 12/14/2022 Maintenance Supplies 158935 Protect Youth Sports 35.90 12/14/2022 Background Checks 158936 Prothman 1,395.00 12/14/2022 Muni Director Search 158937 Pud Of Grant County 82,071.62 12/14/2022 Well Elec. Services 158938 Quill Corporation 28.58 12/14/2022 Recreation Supplies 158939 R&M Hansen, Inc 1,350.22 12/14/2022 Laundry Service for Sleep Center 158940 Rells Fire Equipment Inc 230.89 12/14/2022 2022/2023 Fire Alarm System Monitoring 158941 Rexel USA 268.40 12/14/2022 Dimmable LED Lamps 158942 RH2 Engineering Inc.21,049.55 12/14/2022 Engineering Services 158943 Rink Systems Inc 480.00 12/14/2022 Ice Rink Supplies 158944 Sand Scorpions ORV Group 35,000.00 12/14/2022 LTAC Reimbursement 158945 SCJ Alliance 1,068.75 12/14/2022 SMP Pro Services 158946 Selland Construction, Inc.156,454.05 12/14/2022 Valley Road Reconstruction 158947 Sherwin‐Williams 130.51 12/14/2022 Ice Rink Maintenance Supplies 158948 SHI International, Inc 1,815.17 12/14/2022 Laptop‐ Asst. City Manager Moses Lake Council Packet 01-10-23, Page 345 of 592 158949 Shirtbuilders Inc 1,243.70 12/14/2022 Safety Clothing 158950 Sirennet.Com 7,807.91 12/14/2022 Emergency Lighting 158951 Smarsh Inc 84.58 12/14/2022 Professional Archive 158952 Stoneway Electric Supply 276.07 12/14/2022 Miniature Circuit 158953 Stryker Medical 722.00 12/14/2022 Gurney Repair 158954 Systems Design West, LLC 5,474.15 12/14/2022 September EMS Billing 158955 Target Solutions Learning 99.99 12/14/2022 Scheduling software 158956 The DOH Associates 9,332.75 12/14/2022 LRC Pro Services 158957 The Driftmier Architects Ps 12,462.33 12/14/2022 Larson Rec Center Design 158958 Transunion Risk & Alternative 97.12 12/14/2022 November Transunion 158959 United Way Of Ml 5.00 12/14/2022 2225 Employee Contribution 158960 Ups Freight 76.59 12/14/2022 Weekly Service Fees 158961 Verizon Wireless 14,334.12 12/14/2022 Cellphone Service November 22 158962 Washington State Association of Fire Chiefs 594.00 12/14/2022 Membership Dues ‐ Beach 158963 Washington State Patrol 214.25 12/14/2022 Background Checks 158964 Weaver Exterminating Srvc Inc 83.47 12/14/2022 Bi‐Monthly Rodent Control 158965 Weinstein Beverage Company 1,672.58 12/14/2022 Maintenance Supplies 158966 Western Integrated Technologies, Inc 100.23 12/14/2022 Air Brakes 158967 Wheeler Excavation LLC 897,788.98 12/14/2022 Longview & Kinder Reconstruction 158968 William Scotsman, Inc 1,815.97 12/14/2022 Rental @ Sleep Center 158969 Zebec Of North America 3,156.99 12/14/2022 SNS Supplies 158970 Ziggys 10,603.61 12/14/2022 Sheds for Sleep center 158971 Zoll Medical Corp 1,019.70 12/14/2022 Medical Supplies 158972 Kevin Fuhr 2,000.00 12/14/2022 Shop With a Cop Funds 158973 Moses Lake Police Department 4,500.00 12/14/2022 Shop With A Cop Grant Funds 158974 Washington State Department of Ecology 500.00 12/14/2022 Water Rights Application Fee 158975 Nancy Cortez 7.05 12/14/2022 Replenish Petty Cash @ Pub. Works 158976 Alan Henning 0.73 12/14/2022 Refund Utility Overpayment 158977 Anita L. Stuart 129.28 12/14/2022 Refund Utility Overpayment 158978 BIANCA AVILA 164.57 12/14/2022 Refund Utility Overpayment 158979 Clinton & Veramae Sperr Living Trust 44.36 12/14/2022 Refund Utility Overpayment 158980 Cynthia L. Layne 202.42 12/14/2022 Refund Utility Overpayment 158981 Daniel & Frances Jalamo 1,494.95 12/14/2022 Refund Utility Overpayment 158982 ERIC MANCHESTER 35.97 12/14/2022 Refund Utility Overpayment 158983 ESTATE OF MIRANDA WINTERS 159.50 12/14/2022 Refund Utility Overpayment 158984 Glenn Ramirez 219.15 12/14/2022 Refund Utility Overpayment 158985 Hunter Hake 110.72 12/14/2022 Refund Utility Overpayment 158986 Joe & Sheri‐Ann Larson 114.21 12/14/2022 Refund Utility Overpayment 158987 Kathy L. Ramarul 28.19 12/14/2022 Refund Utility Overpayment 158988 Kim M. Elder 145.10 12/14/2022 Refund Utility Overpayment 158989 Nick & Kelly Sackmann 185.39 12/14/2022 Refund Utility Overpayment 158990 Sandra L Farias Espinoza 19.43 12/14/2022 Refund Utility Overpayment 158991 TIMOTHY SOUTHWICK 107.14 12/14/2022 Refund Utility Overpayment 158992 ZACH FABEY 158.95 12/14/2022 Refund Utility Overpayment 158993 Matthew Davis 2,500.00 12/15/2022 Reserve Officer Stipend 2022 158994 Rick Rodriquez 2,500.00 12/15/2022 Reserve Officer Stipend 2022 158995 Blue Bridge Alliance 5,000.00 12/15/2022 GESA Donation 158996 Edmund Guerrero 88.46 12/15/2022 Travel Expenses Reimbursement 158997 Jaime Lamb 153.23 12/15/2022 Reimbursement for CDL Physical 158998 Nick Stewart 45.54 12/15/2022 Fuel Reimbursement 158999 Rich Huebner 2,919.27 12/15/2022 Reimburse for Relocation Costs 159000 Bud Clary Ford LLC 40,577.74 12/16/2022 2022 Ford Bronco Sport‐ ART Grant 159001 Quill Corporation 193.74 12/16/2022 Com Dev Supplies Moses Lake Council Packet 01-10-23, Page 346 of 592 159002 Christina Jewell 56.26 12/20/2022 Work Pants Reimbursement 159003 Franklin Ridgeway 153.23 12/20/2022 CDL Physical Reimbursement 159004 Moses Lake Fire Department 12.56 12/20/2022 Petty Cash Reimbursement 2022 159005 Ruben Valdez 130.43 12/20/2022 Boot Allowance Reimbursement 159006 A & H Printers Inc 63.96 12/23/2022 Business Cards 159007 A M Hardware Company Inc 132.20 12/23/2022 Standard Operating Keys 159008 Abc Hydraulics 19.89 12/23/2022 Heater Hose/Fittings Eq#572 W/O 58141 159009 Adobe Inc.939.12 12/23/2022 Cloud License 11/2022‐8/2023 159010 Affordable Auto Repair Inc 553.09 12/23/2022 Undercover Vehicle Maintenance 159011 Agri‐Fix, LLC 371.02 12/23/2022 Seizure Impound 159012 Airefco Inc 238.03 12/23/2022 Blower Motor/Run Capacitors 159013 Alicia M. Hicks 31.50 12/23/2022 Consignment Sales 159014 Alpha Media, LLC 1,248.00 12/23/2022 New Billing System Advertising 159015 Amazon Capital Services, Inc.8,881.26 12/23/2022 IT Purchases August 2022 159016 American Linen Inc 701.01 12/23/2022 Ambulance Linens 159017 Badger Meters Inc 523.86 12/23/2022 Meter Read Services 159018 Barbara Harris 53.90 12/23/2022 Consignment Sales 159019 Battery Systems Inc 28.10 12/23/2022 Station Supplies 159020 Bound Tree Medical LLC 2,062.81 12/23/2022 Ambulance Equipment 159021 Bud Clary Ford LLC 1,256.53 12/23/2022 Misc Supplies 159022 Carquest Auto Parts 13.58 12/23/2022 Plugs 159023 Cascade Natural Gas Corp 2,810.17 12/23/2022 Nov22 gas 159024 Central Machinery Sales Inc 22.31 12/23/2022 Washers/Hose Eq#572 W/O 58141 159025 Cobies Fine Dry Cleaning 38.28 12/23/2022 November Dry Cleaning 159026 Columbia Basin Herald 212.94 12/23/2022 Advertising for Larson Pond Rehab 159027 Colville Business Council 250.00 12/23/2022 Ceremony Pies 159028 Commercial Tire Inc 889.95 12/23/2022 Tires Eq#205 W/O 58509 159029 Consolidated Disposal Service 64.80 12/23/2022 Medical Waste Disposal Service 159030 Copiers Northwest Inc 95.60 12/23/2022 Equipment Contract Fees 159031 Crown Paper & Janitorial 91.71 12/23/2022 Stainless Steel Cleaner 159032 CSWW, Inc 281.27 12/23/2022 Propane 159033 Databar Inc 2,177.03 12/23/2022 Mail Utility Bills 159034 Deborah Goodrich Chittenden 86.80 12/23/2022 Consignment Sales 159035 Dee Dee Dressen 42.00 12/23/2022 Consignment Sales 159036 Dobbs Peterbilt‐ Moses Lake 2,198.45 12/23/2022 Turn Signal Eq#299 W/O 58498 159037 EMS Connect, LLC 242.00 12/23/2022 EMS Training Program 159038 Eurofins Microbiology Labritories Inc.776.72 12/23/2022 Sample Testing 159039 Faber Industrial Supply 562.08 12/23/2022 Misc Supplies 159040 Fastenal Company 2,538.85 12/23/2022 Misc Supplies 159041 Ferrellgas 96.09 12/23/2022 Propane Eq#595 159042 Fishingmagician.com 900.00 12/23/2022 LTAC Ads 159043 Galls LLC 2,023.34 12/23/2022 Uniform 159044 General Fire Apparatus Inc 70.50 12/23/2022 Hale Air Shaft Kit Eq#239 159045 GeoEngineers, Inc.13,524.00 12/23/2022 Engineering Services‐Reservoir 10 159046 Grainger Parts Operations 4,234.53 12/23/2022 Trash Cans 159047 Grant County Health District 25.00 12/23/2022 Records Request 159048 H D Fowler Company 2,243.04 12/23/2022 Brass Bushings/Hose Adapters 159049 Harris Computers Inc 9,600.00 12/23/2022 CIS Implimentation 159050 Home Depot Credit Services 2,499.08 12/23/2022 Home Depot November Statement 159051 Home Depot Pro (Supplyworks)3,474.02 12/23/2022 Trash Bags 159052 Hopesource 40,003.87 12/23/2022 November Services 159053 Ibs Inc 1,061.42 12/23/2022 Misc Supplies 159054 Ims Alliance 20.49 12/23/2022 Accountability Tags Moses Lake Council Packet 01-10-23, Page 347 of 592 159055 Inland Empire Veterinary Imaging 988.00 12/23/2022 K9 Jester vet 159056 Itron Inc 1,101.82 12/23/2022 Software Maint Contract 159057 J P Cooke Company 112.55 12/23/2022 Dog licenses 159058 Jerrys Auto Supply 958.16 12/23/2022 Oxygen Sensor Eq#031 159059 John Peterson 112.00 12/23/2022 Consignment Sales 159060 Judy Rice 56.00 12/23/2022 Consignment Sales 159061 Kaman Fluid Power LLC 41.30 12/23/2022 Hose Guards Eq#289 W/O 58281 159062 Kassandra Wiggum 98.00 12/23/2022 Consignment Sales 159063 Katherine Da Silva 98.00 12/23/2022 Consignment Sales 159064 Katherine Kenison, PS 14,980.00 12/23/2022 City Atty. Services 159065 Kelley Connect 4,542.37 12/23/2022 Tables in Chambers 159066 Kottkamp & Yedinak, P.L.L.C.1,522.50 12/23/2022 Bustos Forfeiture Hearing 159067 Kris Chudomelka 46.55 12/23/2022 Consignment Sales 159068 Lake Auto Parts 323.84 12/23/2022 Wiper Blades/Filters 159069 Lee Ann St Clair 49.70 12/23/2022 Consignment Sales 159070 Les Schwab Tire Center 1,205.39 12/23/2022 Laclede Chains Eq#333 W/O 58397 159071 Leslie Allan Barnett 455.00 12/23/2022 Registration for Fire Officer 2 ‐ Garrison 159072 Loveta Boyce 35.00 12/23/2022 Consignment Sales 159073 Martin Law LLP 5,436.00 12/23/2022 Wellfield Superfund 159074 Martin Schempp 44.80 12/23/2022 Consignment Sales 159075 McKesson Medical‐Surgical 631.67 12/23/2022 Medical Supplies 159076 Med Tech Resource Inc 172.31 12/23/2022 Medical Supplies 159077 Meghanne Davis 38.50 12/23/2022 Consignment Sales 159078 Merle Hardy 98.00 12/23/2022 Consignment Sales 159079 Michael Reed 35.70 12/23/2022 Consignment Sales 159080 Michaels On The Lake 4,960.69 12/23/2022 Employee Appreciation Breakfast 159081 Momar Inc 624.19 12/23/2022 Purple Heat RTU 159082 NB Engineering, LLC 9,855.50 12/23/2022 Stormwater Comp Plan & Rate Study 159083 Norco Enterprises Inc 524.93 12/23/2022 Medical Oxygen 159084 Northland Cable Television, Inc 112.51 12/23/2022 Internet Backup 159085 Northwest Safety Clean 180.47 12/23/2022 Bunker Gear Repair ‐ Simonson 159086 Oreilly Auto Parts 424.01 12/23/2022 2022 V‐Belt/Tensioner Eq#031 W/O 58558 159087 Oxarc Inc 1,099.77 12/23/2022 SNS CO2 Bulk 159088 Pasco Tire Factory, INC 1,127.24 12/23/2022 Tire Disposal Eq#102 159089 Perfection Tire & Automotive 21.63 12/23/2022 TPMS Program Eq#026 W/O 58584 159090 Perteet, Inc.26,815.92 12/23/2022 Administrative Support. 159091 Pet Emergency Clinic PS.2,216.44 12/23/2022 K9 Jester vet 159092 Pud Of Grant County 14,615.48 12/23/2022 Lift Station Elec. Services 159093 Quill Corporation 937.36 12/23/2022 Office Supplies 159094 Redflex Traffic Systems Inc 47,701.93 12/23/2022 November Redflex 159095 Rexel USA 1,297.14 12/23/2022 Ice Rink Maintenance Supplies 159096 RH2 Engineering Inc.19,496.84 12/23/2022 Water System Plan Update 159097 Richland Research Corporation 965.50 12/23/2022 Free‐Flow Blocks 159098 Rink Systems Inc 10,970.11 12/23/2022 Skate Racks @ Ice Rink 159099 Robert Steele 39.90 12/23/2022 Consignment Sales 159100 Safety Kleen Corp 867.20 12/23/2022 Heat Transfer Fluid 159101 Samaritan Healthcare 16.00 12/23/2022 CPR Cards 159102 Scenic365 LLC 5,990.00 12/23/2022 LTAC Expense 159103 Selland Construction, Inc.786,154.68 12/23/2022 Valley Road Reconstruction 159104 Shirtbuilders Inc 2,233.27 12/23/2022 City Apparel ‐ PR&CS Dept 159105 Sirennet.Com 4,556.12 12/23/2022 Emergency Lighting 159106 Spokane Television, Inc.170.00 12/23/2022 LTAC Expense 159107 Staples Credit Plan 765.67 12/23/2022 Staples Statement 11.15.22 Moses Lake Council Packet 01-10-23, Page 348 of 592 159108 State Auditors Office 50.05 12/23/2022 Financial Audit 159109 Summit Law Group 768.00 12/23/2022 HR Pro Services 159110 Systems Design West, LLC 5,475.38 12/23/2022 EMS Billing November 159111 Tamera Abate 133.00 12/23/2022 Consignment Sales 159112 Teleflex LLC 1,115.50 12/23/2022 Medical Supplies 159113 Uline 317.81 12/23/2022 Shipping Kits/Totes/Cold Packs 159114 Ups Freight 38.36 12/23/2022 Weekly Service Fees 159115 UPS Store 2469 18.99 12/23/2022 Shipping Expense 159116 Util Undrgrnd Location Center 74.82 12/23/2022 Locates Nov 2022 159117 Wa Assn Sheriff Police Chiefs 375.00 12/23/2022 Conference Registration Fee 159118 Weaver Exterminating Srvc Inc 83.31 12/23/2022 Bi‐Monthly Rodent Control 159119 Weinstein Beverage Company 130.50 12/23/2022 Drinking Water 159120 WSCCCE, AFSCME, AFL‐CIO 1,965.53 12/23/2022 2225 December AFSCME Dues 159121 Zoll Medical Corp 229.43 12/23/2022 Medical Supplies 159122 Lakeside Disposal, Inc 549,727.03 12/23/2022 True Up Jan‐Nov 2022 159123 Caitlin Carter 182.25 12/29/2022 Patrol Tactics Training Meal Reimburse 159124 Don Garrison 765.58 12/30/2022 LEOFF Pension December 2022 159125 Janelle Sword 1,033.49 12/30/2022 LEOFF Pension December 2022 159126 Luther Stowers 738.25 12/30/2022 LEOFF Pension December 2022 159127 Margaret Hinshaw 362.59 12/30/2022 LEOFF Pension December 2022 159128 A & H Printers Inc 591.70 12/30/2022 LRC Punch Passes 159129 Amazon Capital Services, Inc.3,302.59 12/30/2022 Parks Dept Invoice 159130 Basin Propane LLC 36.82 12/30/2022 Propane for Sleep Center 159131 Bud Clary Ford LLC 50.73 12/30/2022 Oil Additive 159132 Cascade Natural Gas Corp 13.83 12/30/2022 LRC Gas Charges 159133 Cascadia Law Group PLLC 366.01 12/30/2022 Water Rights Work 159134 Centurylink 1,600.78 12/30/2022 ShoreTel Services 159135 Centurylink 4,264.44 12/30/2022 509‐764‐5387 088B 12.16.2022 159136 Columbia Basin Herald 724.70 12/30/2022 Budget Advertising 159137 Columbia Glass LLC 1,103.06 12/30/2022 Door 159138 Commercial Tire Inc 461.08 12/30/2022 Tires Eq#167 W/O 58540 159139 Consolidated Electrical Distributors Inc 5,691.00 12/30/2022 Time Delay Fuses 159140 Copiers Northwest Inc 882.04 12/30/2022 Original Invoice Short Paid 159141 Correct Equipment 2,105.60 12/30/2022 Misc Supplies 159142 CSWW, Inc 1,293.56 12/30/2022 T‐Shirt/Bib Overalls 159143 Databar Inc 1,553.96 12/30/2022 Mail Utility Bills 159144 Empire Well Drilling, LLC 23,885.40 12/30/2022 Well 34 Pump Test Project 2022. 159145 Eurofins Microbiology Labritories Inc.361.36 12/30/2022 Sample Testing 159146 Fastenal Company 177.27 12/30/2022 Snow Shovels/Combo Shovels 159147 Ferrellgas 90.80 12/30/2022 Propane Eq#595 159148 GeoEngineers, Inc.6,527.16 12/30/2022 Professional Services‐Reservoir 10 159149 Grainger Parts Operations 1,446.40 12/30/2022 Trash Cans 159150 Grimco, Inc.2,780.47 12/30/2022 Overlays w/Premask 159151 H D Fowler Company 390.55 12/30/2022 Hose Nozzles 159152 Haglund's Trophies, LLC 100.70 12/30/2022 Airport Committee Name Plates 159153 IAFF #1258/Disab Ins 2,143.25 12/30/2022 Fire Disability 159154 IFP, Inc 4,095.00 12/30/2022 Security @ Sleep Center 159155 Jerrys Auto Supply 636.95 12/30/2022 Maintenance Supplies 159156 Kelley Connect 1,021.69 12/30/2022 Equipment Contract Fees 159157 Lad Irrigation Company Inc 520.75 12/30/2022 Materials Valley Road Project 159158 Lake Auto Parts 177.40 12/30/2022 Filters/Wiper Blades/Bulbs 159159 Localtel Communications 1,073.35 12/30/2022 Internet 159160 Moon Security Services Inc 1,479.79 12/30/2022 LRC Installation ‐ Security Moses Lake Council Packet 01-10-23, Page 349 of 592 159161 NB Engineering, LLC 10,698.75 12/30/2022 Professional Services 159162 North Central Laboratories 402.79 12/30/2022 Lab Supplies 159163 NYS Child Support Prosessing Center 184.61 12/30/2022 2226 Gilmartin Deduction 159164 Oreilly Auto Parts 594.02 12/30/2022 Micro Fuses 159165 Pasco Tire Factory, INC 50.90 12/30/2022 Flat Repair Eq#229 159166 Perteet, Inc.29,275.43 12/30/2022 Professional Services‐Kirk Holmes 159167 Quill Corporation 13.03 12/30/2022 Office Supplies 159168 Sagacity Media Inc 11,221.00 12/30/2022 LTAC Expense 159169 SHI International, Inc 2,460.72 12/30/2022 Server Equipment PO 22‐61 159170 Shirtbuilders Inc 1,115.72 12/30/2022 City Logo Gear 159171 Sirennet.Com 26,696.95 12/30/2022 Emergency Lighting 159172 Staples Credit Plan 70.95 12/30/2022 November Staples Purchases 159173 Troxler Electronic Lab Inc 70.00 12/30/2022 Nuclear Gage Badge‐2nd Quarter 2022 159174 Trusteed Plans Service Corp 2,535.00 12/30/2022 2226 TPSC Police Disability 159175 United Way Of Ml 5.00 12/30/2022 2226 Employee Contribution 159176 Ups Freight 38.30 12/30/2022 Weekly Service Fees 159177 Wa Cities Insurance Authority 4,967.85 12/30/2022 Large Deductible Program 159178 WA St Council Of FF Emp Ben 3,500.00 12/30/2022 2226 MERP Deductions 159179 Wash Council Police & Sheriffs 487.50 12/30/2022 2225 WCPS Dues 159180 Waste Mgt Recycle America Inc 3,464.58 12/30/2022 Commingle Loads 159181 Wenatchee Valley Hospital 120.00 12/30/2022 Akerly Vaccinations 4,702,585.77$ Moses Lake Council Packet 01-10-23, Page 350 of 592 Council Staff Report To:Agenda Item Number: From Department For Agenda of:Proceeding Type Subject Reviewed and Approved by: Expenditure Required:Amount Budgeted:Appropriation Required: Allison Williams, City Manager 9373 Richard Law Municipal Services 1/10/2023 Consent Agenda Community Street and Utility Standards 2022 City Manager Finance Fire City Attorney Community Development Police Human Resources Municipal Services Parks, Rec, & Cultural Services 0.00$0.00$0.00$ Action Requested Adopt the Community Street and Utility Standards 2022 Packet Attachments (if any) 2022 Community Standards Resolution 6.67MB Overview Staff is requesting that Council adopt the updated Community Street and Utility Standards 2022. The Washington State Department of Transportation updates the Washington Standard Specifications on a regular cycle. The City of Moses Lake bases their Community Street and Utility Standards off of this document. This update reflects any pertinent changes due to the states update and also to update detail drawings to reflect the Public Works input on current materials preferences and construction methods. The resolution attachment is a red-lined version and was reviewed with the Council Community Development, Municipal Services, and Parks Committee. Fiscal and Policy Implications - None. Options and Results Approve, Authorize, or Adopt: Staff will publish the new standards for use by the development community and implement the new standards. Provide Amended Direction: Staff will bring back options for recommended changes. No Action Taken: Standards will not be updated. Moses Lake Council Packet 01-10-23, Page 351 of 592 COMMUNITY STREET AND UTILITY STANDARDS 2022 Adopted by City Council on ____________ Moses Lake Council Packet 01-10-23, Page 352 of 592 Moses Lake Council Packet 01-10-23, Page 353 of 592 Page intentionally left blank Moses Lake Council Packet 01-10-23, Page 354 of 592 TABLE OF CONTENTS INTRODUCTION AND REFERENCES ...................................................................................... X CONSTRUCTION REQUIREMENTS ......................................................................................... X TABLE 1: ESTABLISHED RATES FOR PERMIT CALCULATIONS ..................................... X DEVIATION PROCEDURES ....................................................................................................... X DIVISION 1 GENERAL REQUIREMENTS ......................................................................... XX DIVISION 2 EARTHWORK .................................................................................................. XX DIVISION 4 BASES .............................................................................................................. XX DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS ............................................ XX DIVISION 6 STRUCTURES .................................................................................................. XX DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUIT .................................................................. XX DIVISION 8 MISCELLANEOUS CONSTRUCTION ........................................................... XX DIVISION 9 MATERIALS ..................................................................................................... XX COMMUNITY STREET AND UTILITY STANDARD DETAILS Moses Lake Council Packet 01-10-23, Page 355 of 592 Page intentionally left blank Moses Lake Council Packet 01-10-23, Page 356 of 592 INTRODUCTION AND REFERENCES All construction within any right-of-way or municipal easement, or connection to an existing City utility or storm drainage system, or extension of private water and sewer mains and appurtenances on private property shall comply with the 2022edition of the Washington State Department of Transportation (WSDOT) Standard Specifications for Road, Bridge, and Municipal Construction as revised by these City of Moses Lake Community Street and Utility Standards. WSDOT amendments to the 2022 Standard Specifications for Road, Bridge, and Municipal Construction are explicitly excluded by the Community Street and Utility Standards except as specifically written or revised by the City of Moses Lake. All construction shall conform to the applicable standards in effect at time of Construction Plan approval, or when the permit is issued if no Construction Plans are required. Construction plan approval shall expire one year after approval date if construction has not started; however, if Construction Plans are approved in conjunction with platting processes, the Construction Plans shall expire concurrently with the preliminary plat. All revisions contained in the City of Moses Lake Community Street and Utility Standards shall prevail over other specifications unless revised in writing by the City, and except for project-specific Special Provisions that have been approved by the Municipal Services Director and/or City Engineer. All revised specifications described herein conform to similar section numbers as listed in the 2022 Standard Specifications for Road, Bridge, and Municipal Construction. Reference materials for modification are compiled into the City of Moses Lake Community Street and Utility Standards from APWA Specifications, Federal regulations, Washington State statutes and regulations, Moses Lake ordinances or resolutions, recommended standards for water works, recommended standards for sewage works, Moses Lake engineering recommendations, Uniform Building Codes, and the 2009 Manual on Uniform Traffic Control Devices (MUTCD). All construction subject to the Community Street and Utility Standards shall be constructed to ensure conformity within the existing block unless construction that deviates from this requirement is approved by the Engineer in writing prior to construction. Water, sewer, and street construction shall be in substantial compliance with the Water, Sewer, Street, and other Comprehensive Plans or Capital Improvement Plans that are in effect at the time of Construction Plan approval. Any discrepancies noted between the Special Provisions, the Community Street and Utility Standards, and the Standard Specifications shall be resolved in accordance with Section 1-04.2. Furthermore, any discrepancy shall be brought to the attention of the City Engineer. Materials and methods not provided for in the Community Street and Utility Standards may be allowed to be used if the applicant demonstrates to the City of Moses Lake that the materials and methods proposed are equal to or superior to the Community Street and Utility Standards. Deviation from the standards shall be granted or denied solely at the discretion of the City Council or the Municipal Services Director and/or City Engineer. Moses Lake Council Packet 01-10-23, Page 357 of 592 The City of Moses Lake Community Street and Utility Standards and the 2022 edition of the WSDOT Standard Specifications for Road, Bridge, and Municipal Construction are on file at the Municipal Services Department, Engineering Division, 321 South Balsam Street, Moses Lake, WA, where they may be examined and consulted by any interested party. The City of Moses Lake Community Street and Utility Standards are also available for purchase from the Municipal Services Department, and they are available on the Internet at http://www.cityofml.com. The 2022 Standard Specifications for Road, Bridge and Municipal Construction are available for purchase from the Washington State Department of Transportation, Olympia, Washington. Moses Lake Council Packet 01-10-23, Page 358 of 592 GENERAL REQUIREMENTS The following items are required for construction within any right-of-way or municipal easement; connection to an existing City utility; or extension of private water and sewer mains and appurtenances on private property. 1. Prior to construction, the Construction Plans and specifications for municipal improvements, and private water mains and sewer mains shall be approved and signed by the City Engineer. Plans for public utilities, like gas, power, and communications, will not be signed by the City Engineer. Signature blanks are required on each Construction Plan sheet. Provide one set of mylar reproducible drawings to the City Engineer after all revisions have been made and approved. Construction plan review fees are in accordance with the current Moses Lake Municipal Code fee schedule. 2. Construction plans with on-site fire hydrants shall be approved and signed by the Moses Lake Fire Department prior to construction. Signature blanks for the Moses Lake Fire Department are required on each Construction Plan sheet that includes on-site fire hydrants. 3. The Contractor shall have a City of Moses Lake Street and Utility Construction Bond in the amount of 150 percent of construction costs. However, property owners may take out a permit to install their sidewalk, or to remove and replace their sidewalk, without a Street and Utility Construction Bond. Additionally, professional surveyors may take out a permit to install monument cases without obtaining a Street and Utility Construction bond. 4. The Contractor or property owner shall obtain a Street and Utility Construction Permit. The permit fee is 2½ percent of the cost of construction for the work that the City inspects, but not less than $50.00 $75.00. The Contractor shall provide an estimate of the work, based on the rates established in Table 1. If specific rates are not established by Table 1 for a particular project, the Contractor may provide a project quote for review by the Engineer. The Engineer will base approval of the cost of the project on a reasonable estimate of what the project would cost the City of Moses Lake. 5. All required construction staking shall be performed under the direction of a Professional Land Surveyor. 6. A pre-construction conference may shall be required between the Contractor, City staff, and all affected utilities. The City Annex conference room is available for this meeting. 7. The Contractor shall provide a traffic control plan for work within the City’s right-of-way reflecting the requirements set forth in the MUTCD. Moses Lake Council Packet 01-10-23, Page 359 of 592 8. The developer shall provide circuitry for all required street lighting in conjunction with the Grant County PUD. Street lighting and circuitry plans shall be as approved by Grant County PUD for inclusion into the Construction Plans when required. 9. Plans for new public utilities shall be submitted with Construction Plans and shall be approved by the respective utility. The Contractor shall install all new telephone, electric, cablevision and other public utilities underground. 10. The Contractor shall provide submittals to the City Engineer for approval on all non-standard materials. 11. Inspector hours are between the hours of 8:00 a.m. and 3:30 p.m. Work that requires inspection outside of the regular hours shall be coordinated with the City Engineer. Inspector overtime hours shall be in accordance with Section 1-08.0(2). 12. The Contractor shall perform all work in accordance with OSHA and WISHA safety regulations. The Contractor shall construct all work in conformance with the current WSDOT Standard Specifications for Road, Bridge and Municipal Construction as amended by the City of Moses Lake Community Street and Utility Standards, and Special Provisions approved by the Engineer. The Contractor shall be responsible to check on any revised Community Street and Utility Standards that may be in effect at the time of construction. 13. A 2-year maintenance bond is required in the amount of 50 percent of the permitted costs of municipal improvements. The maintenance bond shall be provided upon completion of the project and prior to City Council acceptance of municipal improvements. 14. The Municipal Services Director and/or City Engineer may deviate, waive, or add to the preceding items based on the extent and nature of the proposed construction. Moses Lake Council Packet 01-10-23, Page 360 of 592 TABLE 1: Established Rates for Permit Calculations Item Description Unit Price Not Less Than HMA Patch (includes R & R) $14.00/SF $863.00 Install Curb (includes R & R) $69.00/LF $690.00 Sawcut Curb for Driveway $35.00/LF $350.00 Install Sidewalk (includes R & R) $14.00/SF $862.00 Sewer or Water Service Connection to Main (Add Trench) $863.00/EA $863.00 Trenching and pipe work including appurtenances (sewer, storm, or water); add HMA, curb, sidewalks $104.00/LF $2,070.00 1-inch Water Service (add trench, curb, sidewalk) $3,450.00/EA $3,450.00 2-inch Water Service (add trench, curb, sidewalk) $5,750.00/EA $5,750.00 Water Service, 3-inch and larger (add trench, curb, sidewalk) $6,900.00/EA $6,900.00 Manhole (add trench, HMA) $5,175.00/EA $5,175.00 Drywell (add trench, curb, sidewalk, catch basin) $6,900.00/EA $6,900.00 Catch Basin (add trench, curb, sidewalk, drywell) $3,450.00/EA $3,450.00 Fire Hydrant Assembly with Valve (add trench, curb, sidewalk) $4,600.00/EA $4,600.00 Valve, Valve Box, and Adjustment $2,300.00/EA $2,300.00 Full-width Street, No Utilities (includes curb, HMA, sidewalk) $224.00/LF $69,000.00 Moses Lake Council Packet 01-10-23, Page 361 of 592 VACANT PAGE No 10 Moses Lake Council Packet 01-10-23, Page 362 of 592 DEVIATION PROCEDURE The WSDOT Standard Specifications for Road, Bridge and Municipal Construction as revised by the Community Street and Utility Standards may be deviated subject to the approval by the City Council or the Municipal Services Director and/or City Engineer. A request may be made to the Municipal Services Director and/or City Engineer for a deviation of any requirement of the Community Street and Utility Standards. All requests shall be in writing and sent to the Municipal Services Director City Engineer at P.O. Box 1579, Moses Lake, Washington, 98837. Upon receipt of a request or recommendation for a deviation to the Community Street and Utility Standards the City Council or the Municipal Services Director and/or City Engineer shall consider the deviation request. at or prior to its next regular meeting, provided that the request is submitted for review two weeks prior to the City Council meeting. The City Council Municipal Services Director and/or City Engineer shall approve, conditionally approve, or disapprove the deviation request in compliance with the following requirements. 1. Deviations shall not be approved that would be detrimental to the public health, safety, or welfare; or that would be injurious to real property. 2. A deviation approval may require such conditions as may serve the objectives of the requirement that is being deviated, insofar as is practicable. Moses Lake Council Packet 01-10-23, Page 363 of 592 VACANT PAGE No. 12 Moses Lake Council Packet 01-10-23, Page 364 of 592 DIVISION 1 GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS 1-01.2(2) ITEMS OF WORK AND UNITS OF MEASUREMENT The section is supplemented with the following: AWG American Wire Gauge CSTC Crushed Surfacing Top Course CSBC Crushed Surfacing Base Course D Depth DI Ductile Iron FIPT Female Iron Pipe Thread FL Flanged FT Feet ID Inside Diameter IPT Iron Pipe Thread L Length Max. Maximum MH Manhole MIPT Male Iron Pipe Thread Min. Minimum MJ Mechanical Joint OC On center OD Outside Diameter PE Polyethylene PIP Pressure Irrigation Pipe R Radius Rebar Reinforcing Steel ROW Right-of-way SF Square Feet SW Sidewalk typ. Typical W Width x By X-brace Crossbrace 1-01.3 DEFINITIONS The section is revised by replacing the following definitions. Moses Lake Council Packet 01-10-23, Page 365 of 592 Contracting Agency The Contracting Agency, as used in the Standard Specifications, is the City of Moses Lake. The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in Grant County Superior Court. Contractor Contractor is the individual, partnership, firm, corporation, or joint venture permitted by or contracting with the City to do prescribed work. Department, Department of Transportation All references in the Standard Specifications to the terms “Department” or “Department of Transportation”, shall be revised to read “City of Moses Lake”. Engineer Engineer is the Municipal Services Director City Engineer or the Municipal Services Director’s designated representative. Special Provisions Special Provisions are Construction Plans and specifications that are approved by the Municipal Services Director and/or City Engineer are provided for a specific project. Special Provisions revise the Community Street and Utility Standards and the Standard Specifications. In cases of discrepancy, the Special Provisions govern over the Community Street and Utility Standards and Standard Specifications. State All references in the Standard Specifications to the terms “State” shall be revised to read “City of Moses Lake”. The section is supplemented with the following: Attorney Attorney is the attorney who is duly authorized to act for the City in matters pertaining to law. Block The area of a City Street between two street intersections. Building Sewer Building sewers are sewer service lines that begin two feet from the edge of the building and ending at the Publicly Owned Treatment Works (POTW) sewer main. The building sewer includes the connection to the POTW sewer main. Building sewers are privately maintained. All building sewers require a Street and Utility Construction permit, a plumbing permit, or both, prior to construction, maintenance, or repair. Moses Lake Council Packet 01-10-23, Page 366 of 592 City City is the City of Moses Lake. City Council City Council is the duly elected or appointed Council of the City of Moses Lake, Washington. City Engineer City Engineer is the City of Moses Lake Engineering Division Director, or other another professional engineer designated by the Municipal Services Director. City Street City Street is any street within dedicated right-of-way, easement, or other public property including primary streets, secondary streets, tertiary streets, and residential streets within the City limits. The Municipal Services Director City Engineer shall classify all proposed City Streets and all City Streets that are annexed after the publication of this edition, as either a primary street, secondary street, tertiary street, or residential street. Commission All references in the Standard Specifications to the term “Commission” shall be revised to read “City of Moses Lake”. Compacted Backfill Compacted Backfill is any acceptable backfill material that has been compacted to 95 percent of the maximum density in accordance with Section 2-03.3(14)D. Construction Plans Construction plans are plans approved by the Municipal Services Director City Engineer. Construction plans may be required from a Professional Engineer. Construction plans may require a vicinity map, description and location of municipal improvements, location of right-of-way and easements, details for the work, a summary of quantities, structure notes, and other items required to show the Work being authorized by the City. Developer Developer is a person, firm, corporation, Contractor, subdivider, or other individual or agent of any person or party who is responsible for installing municipal improvements. Municipal improvements may include repairs or modifications to existing improvements, or new construction; whether they are proposed by the developer or required in accordance with City ordinance. The developer shall assume or cause to be assumed the definition and responsibilities of Contractor (1-01.3). Moses Lake Council Packet 01-10-23, Page 367 of 592 Deviation Deviation is a modification to any requirement of the Community Street and Utility Standards or Moses Lake Municipal Code that has been approved by the City Council or Municipal Services Director and/or City Engineer. Drain Rock Drain rock is the same as Gravel Backfill for Drains, as amended by Section 9-03.12(5). Final Acceptance Date Final acceptance date is the date that the City Council accepts the project. Headquarters All references in the Standard Specifications to the term “Headquarters” shall be revised to read “City”. Main Water mains are all potable water pipes that are 4 inches in diameter and larger, and all potable water pipes that serve more than a single service line. Sewer mains are all sewer pipes that have an inside diameter larger than 6 inches, and all sewer pipes that service more than one property. Sewer mains include all new sewer pipes that terminate in a manhole. Existing sewer mains are all sewer pipes that serve more than one segregated property. Sewer mains and water mains may be municipal or private. All mains, municipal or private, require a Street and Utility Construction permit for construction, maintenance, or repair. May May is a permissive condition. Where the term “may” is used, it shall be at the discretion of the Engineer. Pipe Bedding Zone Pipe Bedding Zone is the zone around the pipe that is 6 inches from any portion of the pipe or its appurtenances. Primary streets Primary streets are arterial streets that carry the majority of traffic that enters and exits urban areas and that carry the majority of through traffic. Primary streets have either fully controlled or partially controlled accesses. Primary streets include interstate highways, state highways, and the following specific City Streets: Moses Lake Council Packet 01-10-23, Page 368 of 592 Broadway Avenue Interstate 90 to State Route 17 Pioneer Way entire length Stratford Road entire length Wheeler Road entire length Public utility A privately or publicly owned and operated business whose services are so essential to the general public as to justify the granting of a franchise by the City. Residential streets Residential streets are all City Streets that are not classified as either a primary street, secondary street, or tertiary street. Sand Sand is the same as bedding material acceptable by Section 7-09.3(9). Sand Bedding Sand bedding is the same as bedding material acceptable by Sections 7-08.3(1)C and 7- 09.3(9). Sawcutting Sawcutting pavement is any method allowed by the Engineer to provide a clean, vertical break for pavement removal. These methods may include pneumatic cutters, zippers, or wheel cutters. Sawcutting concrete is any method allowed by the Engineer that provides for a clean, straight, vertical edge; without any fractures or spalls on the concrete that remains. Secondary Streets Secondary streets are arterial streets that distribute trips of moderate lengths between different geographic areas of the City. Secondary streets include all arterials that are not otherwise classified as primary streets. Secondary streets provide access to identifiable areas of the City, but they do not enter into identifiable areas of the City. Secondary streets include the following specific City Streets: Broadway Avenue State Route 17, to the eastern City limits Division Street Broadway Avenue to Interstate 90 Central Drive Valley Road, north to Grape Drive Clover Drive All of Clover Drive south of Pioneer Way Frontage Road (all) entire length Grape Drive SR 17 to Valley Road Hansen Road entire length Kittelson Road entire length Moses Lake Council Packet 01-10-23, Page 369 of 592 Nelson Road Division Street to the eastern City limits Patton Boulevard entire length Randolph Road entire length Road 7 NE entire length Road L NE entire length Road N NE entire length Third Avenue West Broadway Avenue to East Broadway Avenue Tyndall Road entire length Valley Road entire length Yonezawa Boulevard entire length Secretary All references in the Standard Specifications to the term “Secretary” shall be revised to read “City of Moses Lake”. Secretary of Transportation All references in the Standard Specifications to the term “Secretary of Transportation” shall be revised to read “City of Moses Lake”. Select Backfill Same as bedding material acceptable by Section 7-09.3(9). Shall Shall is a mandatory condition. Where requirements are described with “shall”, the requirements are mandatory. Should Should is an advisory condition. Where the word “should” is used, it is considered to be advisable usage, recommended but not mandatory. Standard Specifications Standard Specifications are the WSDOT Standard Specifications for Road, Bridge and Municipal Construction. Standard Specifications are revised by the Community Street and Utility Standards and the Special Provisions. State Materials Laboratory All references to: “State Materials Laboratory” shall be revised to read “location designated by the City of Moses Lake”. State Treasurer All references in the Standard Specifications to the term “State Treasurer” shall be revised to read “City of Moses Lake”. Moses Lake Council Packet 01-10-23, Page 370 of 592 Tertiary Street Tertiary streets are City Streets that provide land access and traffic circulation within residential, commercial, and industrial areas of the City. Tertiary streets differ from primary and secondary streets in that they may enter geographic areas of the City, to distribute traffic from the primary and secondary streets to their ultimate destination within the neighborhood. Tertiary streets include the following specific City Streets: A Street entire length Alder Street entire length Apache Street entire length Arlene Lane entire length Ash Street entire length ASPI Boulevard entire length B Street Broadway Avenue to Ivy Avenue Balsam Street entire length northwesterly of Seventh Avenue Barbara Avenue entire length Battery Road entire length Beacon Road Grape Drive to Stewart Lane Beech Street entire length Bell Road entire length Bing Road entire length Block Street entire length Bonanza Street entire length Bud Lane entire length Burr Avenue entire length Burress Avenue entire length C Street Toevs Avenue to Ivy Avenue Canterbury Lane Terrace Avenue to Wheeler Road Cedar Street entire length Central Drive entire length west of Grape Drive Central Drive entire length south of Valley Road Cherry Avenue Juniper Drive to Grand Drive Chestnut Street entire length Citation Road entire length Clover Drive entire length north of Nelson Road Colonial Avenue entire length Columbia Avenue Fourth Avenue to A Street Commerce Way entire length Commercial Street entire length Coolidge Street entire length Date Street entire length Debonair Street entire length Moses Lake Council Packet 01-10-23, Page 371 of 592 Dogwood Street entire length Doolittle Drive entire length Driggs Drive entire length F Road NE entire length Elder Street entire length Elm Street entire length Fairway Drive entire length Fifth Avenue entire length Fig Street entire length Fir Street entire length Fourth Avenue entire length Gary Street Grape Drive to Market Street Gibby Road entire length Grand Drive Ball Court to Cherry Avenue Grape Drive entire length south of Valley Road Gumwood Street entire length Hamilton Road entire length Harris Road entire length Hermit Road entire length Hill Avenue entire length Holly Street entire length Hunter Place entire length Idaho Street entire length Industrial Street entire length Interlake Road entire length Ivy Avenue entire length Jones Avenue entire length Juniper Drive entire length Kinder Road entire length Knolls Vista Drive Stratford Road to Northshore Drive Laguna Drive Prichard Road to Sage Road Lakeland Drive entire length Lakeshore Drive entire length Lark Avenue entire length Lasco Lane entire length Leanne Avenue entire length Lee Street Gibby Road to Broadway Avenue Legend Lane entire length Locust Lane entire length Loring Drive entire length Maiers Road entire length Main Street entire length Maple Drive entire length Moses Lake Council Packet 01-10-23, Page 372 of 592 Marina Drive entire length Market Street entire length Marlo Avenue entire length Melva Lane entire length Milwaukee Avenue entire length Monroe Street entire length Nelson Road entire length west of Division Street Olive Avenue entire length Owen Road entire length Paxson Drive entire length Peninsula Drive entire length south of Locust Lane Penn Street entire length Pheasant Street South of Locust Lane Pilgrim Street entire length Plum Street Coolidge Street to Juniper Drive Prichard Road entire length Ray Road entire length Reisner Road Central Drive to Ridge Road Riviera Avenue entire length Road 6.7 NE entire length Sage Road entire length Sand Dunes Road entire length Schneirla Avenue Broadway Avenue to Peninsula Drive Seventh Avenue entire length Sharon Avenue entire length Silva Street entire length Sixth Avenue entire length Skyline Drive Nelson Road to Sharon Avenue Terrace Avenue entire length Texas Street Burress Avenue to Russell Avenue Third Avenue West Broadway Avenue to the southwesterly end Twenty-second Avenue entire length Walnut Street entire length Wanapum Drive Peninsula Drive to Lakeshore Drive Wapato Drive entire length Wenatchee Drive entire length Western Avenue entire length Westlake Road entire length Westover Boulevard entire length Westshore Drive Interstate 90 to Hansen Road Wiser Lane entire length Yakima Street entire length Moses Lake Council Packet 01-10-23, Page 373 of 592 Traffic Traffic consists of both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrians. Undisturbed Ground Undisturbed ground is any ground or soil that is continuous for 10 feet in any direction of a thrust block; and that has either never been disturbed or trenched through, or that has been compacted to 95 percent of maximum density. Washington State Transportation Commission All references in the Standard Specifications to the term “Washington State Transportation Commission” shall be revised to read “City of Moses Lake”. Water Service Line Water service lines are potable water pipes that connect water services between the building and the water main. All water service lines shall be metered lines. Water service lines are privately maintained between the meter tile and the building, and for all water service lines that are connected to private water mains. Water service lines require a Street and Utility Construction permit, a plumbing permit, or both, prior to construction, maintenance, or repair. 1-02 BID PROCEDURES AND CONDITIONS 1-02.2 PLANS AND SPECIFICATIONS The section is replaced with the following: The Contractor shall obtain copies of Construction Plans from the developer prior to construction. 1-04 SCOPE OF THE WORK 1-04.1 INTENT OF THE CONTRACT The section is supplemented with the following: The developer shall furnish all labor and materials necessary to provide Construction Plans, specifications, subdivision drawings, engineering, and other related items associated with a development project. 1-04.2 COORDINATION OF CONTRACT DOCUMENTS, PLANS, SPECIAL PROVISIONS, SPECIFICATIONS, AND ADDENDA Moses Lake Council Packet 01-10-23, Page 374 of 592 The section is revised by replacing items 1 through 7 as follows: 1. Addenda approved by the City Engineer, 2. Special Provisions approved by the City Engineer, 3. Construction Plans that are approved by the City Engineer, 4. Community Street and Utility Standards, 5. Community Street and Utility Standard Details, 6. Standard Specifications, 7. Standard Plans The following section (1-04.12) is added: 1-04.12 WASTE SITES Waste sites shall be provided by the Contractor. Waste sites shall be operated in such a manner as to meet all laws, ordinances, and safety and health requirements of the State, County, and City. Waste sites shall not be permitted if operations or results of such operations create a nuisance problem, or result in damage to municipal, public, or private properties. Waste sites within the City of Moses Lake may require a grading permit from the Community Development Department. The Contractor shall provide the Engineer with copies of all excavation and grading permits that are required by Moses Lake Municipal Code. The following section (1-04.13) is added: 1-04.13 USE OF PRIVATE PROPERTY The Contractor shall obtain permission from the property owner before using any private property adjoining the work. The Contractor shall obtain a written release from all damages that has been signed by the property owner; and the Contractor shall provide the written release to the Engineer prior to the City’s acceptance of the project. 1-05 CONTROL OF WORK 1-05.4 CONFORMITY WITH AND DEVIATIONS FROM PLANS AND STAKES The following section (1-05.4(1)) is added: 1-05.4(1) ROADWAY AND UTILITY SURVEYS Moses Lake Council Packet 01-10-23, Page 375 of 592 The Developer shall hire a professional land surveyor to set the following construction stakes and marks to establish lines, slopes, and grade; and the Contractor shall provide a copy of the survey notes to the Engineer. 1. Street construction — Offset stakes 3 feet behind sidewalk to top of curb elevation at 50- foot intervals. 2. Gravity sewer main construction — Offset stakes to pipe centerline and invert at changes in grade or alignment, and 50-foot intervals. 3. Water main and sanitary sewer force main construction — Offset stakes to pipe centerline and top of pipe at 100-foot intervals and at changes in alignment. 4. Structures — 2 offset stakes for location and elevation. 5. Finish grade for paving in curbed streets — 1 row of blue tops at crown line at 50-foot intervals. 6. Finish grade for paving uncurbed streets — 3 rows of blue tops (1 at crown and 1 at each edge of pavement. 7. Subgrade for curbed streets — No stakes are required. Contractor may set subgrade from offset cut and fill stakes if desired. If the Contractor chooses to provide base course prior to curb construction, the surveyor shall provide centerline hubs at 50-foot intervals. 8. Subgrade for graveled, non-curbed streets — 1 row of red tops along centerline at 100- foot intervals. 1-05.6 INSPECTION OF WORK AND MATERIALS The section is supplemented with the following: Inspection shall be performed by the Engineer or an engineering firm hired by the City. Establishment of Development Review and Permit Fees shall be in accordance with Moses Lake Municipal Code 3.54.010 and shall be collected prior to issuance of a Street and Utility Construction Permit. Permit fees do not include developer costs for required material testing. All costs for material testing required for the project shall be paid by the developer. 1-05.7 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK The section is supplemented with the following: When the Engineer determines that public safety is affected, or that the situation may cause risk, loss, or damage, the Engineer may elect to accomplish repair by others and charge such costs to the developer. Moses Lake Council Packet 01-10-23, Page 376 of 592 Direct or indirect costs incurred by the City that are attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies that are or will be due to the Contractor. On developer projects, where monies will not be due to the Contractor, additional permits and acceptance of work will be delayed until such monies are paid to the City. Such direct and indirect costs may include compensation for additional professional services required, compensation for repair and replacement of work of others destroyed or damaged by correction, and compensation for removal or replacement of the Contractor’s unauthorized work. No adjustment in contract time, permit time, or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City’s rights provided by this section. The rights exercised under the provisions of this section shall not diminish the City’s right to pursue other solutions for additional remedies or damages with respect to the Contractor’s failure to perform the work as required. 1-05.10 GUARANTEES The section is supplemented with the following: If defective material or workmanship is discovered within 2 years after the date of Final Acceptance of the work, the Contractor shall return and either correct or replace the defective work as directed by the Engineer. If the weather, site conditions, or other factors delay the 2-year inspection, or delay corrections from being made within 2 years after final acceptance, the Contractor’s bond shall be extended for 1 additional year. 1-05.11 FINAL INSPECTION The section is revised by replacing it with the following two sections (1-05.11(1) and 1-5.11(2)). 1-05.11(1) GENERAL The Contractor shall complete all items required for a complete project before requesting the Engineer to perform a final inspection. For a complete project, all appurtenances shall be installed; all utilities shall be adjusted; all Portland Cement Concrete and HMA shall be placed; all backfilling shall be completed; all grouting shall be completed; all City Streets, curbs, and sidewalks shall be completed; and the entire project shall be debris free and washed, swept, or vacuumed as necessary to provide a project that is readily inspectable. The Engineer will provide a punch list to the Contractor after final inspection is completed by the City. Moses Lake Council Packet 01-10-23, Page 377 of 592 The Contractor shall complete all items on the punch list and provide a 2-year maintenance bond in the amount of 50 percent of the cost of municipal improvements before the project will be submitted to City Council for acceptance. 1-05.11(2) OPERATIONAL TESTING It is the intent of the City for all projects to be complete and operable prior to acceptance. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution, or signal systems; irrigation systems; buildings; or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to acceptance. Whenever items of work are listed in the Construction Plans and specifications for operational testing, the items shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to acceptance. During and following the test period, the Contractor shall correct any workmanship, materials, or equipment that are faulty or that are not in first-class, operating condition. Equipment, electrical controls, meters, and other devices and equipment to be tested during this period shall be tested under the observation of the Engineer. The Engineer will determine whether or not the items are suitable for the purpose that they were installed. The project will not be submitted for City Council acceptance until the Engineer determines that all testing and corrections are complete. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be paid by the Contractor. Operational and test periods shall not affect a manufacturer’s guaranties or warranties furnished with the project as required for acceptance. 1-05.12 FINAL ACCEPTANCE The section is replaced with the following: Acceptance by the City shall constitute final acceptance of the project. Final acceptance shall not constitute acceptance of any unauthorized or defective work or material. The City shall not be barred from requiring the Contractor to remove, replace, repair, or dispose of any unauthorized or defective work or from recovering damages for any such work or material. Add the following two sections (1-05.16 and 1-05.17). Moses Lake Council Packet 01-10-23, Page 378 of 592 1-05.16 WATER AND POWER The Contractor shall make necessary arrangements and shall bear the costs for power and water necessary for the performance of the work. 1-05.17 ORAL AGREEMENTS No oral agreement or conversation with any officer, agent, or employee of the City shall affect or modify any of the terms or obligations contained in the Street and Utility Construction permit. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the City, unless subsequently put in writing and signed by the City. 1-06 CONTROL OF MATERIAL 1-06.2 ACCEPTANCE OF MATERIALS 1-06.2(1) SAMPLES AND TESTS FOR ACCEPTANCE The section is supplemented with the following: The effective date of the AWWA Specifications is on the first day of the second month after publication. The AWWA Specifications and Revisions thus in effect at time of Construction Plan approval, or when the permit is issued if no Construction Plans are required, shall apply whenever referenced in these specifications. Copies of the AWWA Specifications may be obtained from American Water Works Association, Inc., Customer Service, 6666 Quincy Avenue, Denver, Colorado 80235. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 LAWS TO BE OBSERVED The section is supplemented with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). Moses Lake Council Packet 01-10-23, Page 379 of 592 The Contractor shall maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor’s care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor’s care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor’s plant, appliances, and methods; and for any damage or injury resulting from their failure; or from improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously and shall not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor’s performance shall not be intended to include review and adequacy of the Contractor’s safety measures. 1-07.5 ENVIRONMENTAL REGULATIONS 1-07.5(3) STATE DEPARTMENT OF ECOLOGY The section is supplemented with the following: When a Construction Stormwater General Permit is required for a project development, the said permit shall be approved prior to construction of associated street and utility improvements. The following section (1-07.6(1) is added: 1-07.6(1) LIABILITY The Contractor shall be liable for the payment of all fines and penalties resulting from failure to comply with the Federal, State, and local control regulations. 1-07.7 LOAD LIMITS 1-07.7(1) GENERAL The section is revised by replacing paragraph 1 with the following: While moving equipment or materials on any public street, road, or highway, the Contractor and its subcontractors, agents, or suppliers shall adhere to RCW 46.44 of the Moses Lake Council Packet 01-10-23, Page 380 of 592 Motor Vehicle Laws of the State of Washington and local laws that either control traffic or limit loads. The Street and Utility Construction Permit neither exempts the Contractor, its subcontractors, agents, or suppliers from such laws, nor licenses overloads. At the Engineer’s request, the Contractor shall furnish to the Engineer a listing of all haul vehicles to be used in the work. The list shall include vehicle owner license number, tare weight, and maximum legal load for vehicle and trailer. 1-07.13 CONTRACTOR’S RESPONSIBILITY FOR WORK 1-07.13(2) RELIEF OF RESPONSIBILITY FOR COMPLETED WORK The section is replaced with the following: The Contractor shall be responsible for maintaining and protecting all portions of the work until the project has been accepted by the City. 1-07.13(4) REPAIR OF DAMAGE The section is replaced with the following: The Contractor shall promptly repair all damage to either temporary or permanent work as ordered by the Engineer. When the Engineer determines that public safety is affected, or that the situation may cause risk, loss, or damage, the Engineer may elect to accomplish repair by others and charge such costs to the developer. 1-07.15 TEMPORARY WATER POLLUTION PREVENTION 1-07.15(1) SPILL PREVENTION, CONTROL, AND COUNTERMEASURES PLAN The section is revised by replacing the first paragraph with the following: A spill prevention, control, and countermeasures (SPCC) plan is required on all projects that disturb one or more acres of land through clearing, grading, excavating, or stockpiling of fill material. Additionally, the stormwater utility may require an SPCC plan on smaller projects, if the project is highly susceptible of contributing to water pollution. The area calculation will take into consideration the entire development project. When an SPCC plan is required, the Contractor shall provide the SPCC plan to the Engineer no later than the date of the preconstruction conference; or in the case of a project that does not require a preconstruction meeting, the SPCC plan shall be provided to the Engineer prior to permit approval. In any case, the SPCC plan, when required, shall be approved by the Stormwater Utility prior to construction, and shall be used by the Contractor for the duration of the project. Moses Lake Council Packet 01-10-23, Page 381 of 592 1-07.16 PROTECTION AND RESTORATION OF PROPERTY 1-07.16(1) PRIVATE/PUBLIC PROPERTY The section is supplemented with the following: When trenching is required within a planting strip, the Contractor shall protect the existing curb, gutter, and sidewalk from damage; utilizing protective measures as approved by the Engineer. The Contractor shall demonstrate the method or procedure of protection, as directed by the Engineer, before proceeding with trenching in a planting strip. Any damage to existing improvements shall be repaired promptly at the Contractor’s expense. Damaged sidewalk and driveway entrances in the Paver District shall be replaced with concrete pavers. Paver District boundaries are as shown on Community Street and Utility Standards details. 1-07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE The section [1-07.18] is replaced in its entirety with the following: 1-07.18(1) GENERAL REQUIREMENTS The Contractor shall obtain and keep in force during the term of the Contract the following insurance with insurance companies or through sources approved by the State Insurance Commissioner. The insurance company shall be licensed to do business in the State of Washington (or issued as a surplus line by a Washington Surplus lines broker). The City reserves the right to approve or disapprove the security of the insurance provided, the company, terms and coverage, and the Certificate of Insurance. The policies of insurance for general and automobile policies shall be specifically endorsed to name the City of Moses Lake Washington as additional insured. In addition, Contractor’s insurance shall be primary as respects to the City, and any other insurance maintained by the City shall be excess and not contributing insurance with the Contractor’s insurance. Insurance shall provide coverage to the Contractor, all subcontractors, and the City. The coverage shall protect against claims for personal injuries and claims for property damages that may arise from any act or omission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. Moses Lake Council Packet 01-10-23, Page 382 of 592 Contractor hereby assumes all risk of damage to its property, or injury to its officers, directors, agents, Contractors in or about the property from any cause, and hereby waives all claims against the City. The Contractor further waives, with respect to the City only, its immunity under RCW Title 51, Industrial Insurance. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the City. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of Contract upon which the City may, after giving five working days’ notice to the Contractor to correct the breach, immediately terminate the Contract; or at the City’s discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the City on demand, or at the sole discretion of the City, offset against funds due the Contractor from the City. All costs for insurance shall be incidental to and included in the unit Contract prices of the Contract, and no additional payment will be made. 1-07.18(2) COVERAGE AND LIMITS The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated limits shall not be construed to relieve the Contractor from liability in excess of such limits. The cost of all claim payments falling within the policy deductible shall be the responsibility of the Contractor. A. Commercial General Liability Insurance shall provide the following limits, or greater: Bodily Injury and Property Damage $2,000,000 General Aggregate $2,000,000 Products & Completed Operations Aggregate $1,000,000 Each Occurrence B. Commercial Automobile Liability shall provide the following limit, or greater: Bodily Injury and Property Damage $1,000,000 combined single limit 1-07.18(3) SUBCONTRACTORS Moses Lake Council Packet 01-10-23, Page 383 of 592 Contractor shall include all subcontractors as insureds under its policies or shall furnish separate evidence of insurance as stated above for each subcontractor. All coverage for subcontractors shall be subject to all the requirements stated herein and applicable to their profession. 1-07.18(4) EVIDENCE OF INSURANCE When the Contractor delivers the executed Contract for the work to the City, the Contract shall be accompanied by a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth above. An ACORD certificate Form 25, showing the insuring company, policy effective dates, limits of liability, and the Schedule of Forms and Endorsements. A copy of the endorsement naming the City of Moses Lake Washington as Additional Insured(s), showing the policy number. The form shall be signed by an authorized representative of the insurance company. The certificate(s) shall not contain the following or similar wording regarding cancellation notification to the City: “Failure to mail such notice shall impose no obligation or liability of any kind upon the company.” The description on the Certificate of Liability insurance form and the corresponding endorsement shall reference the project name and the contract number. 1-07.18(5) SELF-INSURANCE If the Contractor is self-insured for any liability coverage, a letter from the Corporate Risk Manager, or appropriate Finance Officer, is acceptable; stipulating if actuarially funded and fund limits; and showing any excess declaration pages that are required to meet the Contract requirements. Further, the letter shall advise how Contractor would protect and defend the City as an Additional Insured in their Self-Insured layer and shall include claims-handling directions in the event of a claim. 1-07.23 PUBLIC CONVENIENCE AND SAFETY 1-07.23(1) CONSTRUCTION UNDER TRAFFIC The section is revised by replacing item No. 3 and Item No. 5 in paragraph 2 with the following: 3. The Contractor shall maintain roadway striping as directed by the Engineer. The Contractor shall provide a schedule for striping, subject to approval by the Engineer. Moses Lake Council Packet 01-10-23, Page 384 of 592 5. The Contractor shall keep drainage structures clean and operable and shall install filters or provide other approved procedures to eliminate contaminated water that originates from construction activities from entering the City’s stormwater system, including drywells. The section is supplemented with the following: Deficiencies caused by the Contractor’s operations shall be repaired at the Contractor’s expense. The Contractor shall provide access to emergency traffic such as police, fire, and emergency units at all times. The Contractor shall notify the Multi-agency Communications Center (MACC, 509-762-1160) prior to closing any street and immediately upon reopening a closed street. The Contractor shall also coordinate all construction activities with the school district, post office, disposal firms, and other services that may be operating in the project area. The Contractor shall be liable for all damages that result from failure to provide reasonable notice, access, or coordination. When construction operations are such that debris from the work is deposited on the streets, the Contractor shall remove all deposits and debris that have accumulated on the roadway surface at least once per day, and the roadway shall be cleaned at the end of each workday. If daily removal is insufficient to keep the City Streets clean, the Contractor shall perform removal operations on a more frequent basis. If the Engineer determines that a more frequent cleaning is impractical or if the Contractor fails to keep the City Streets free from deposits and debris resulting from the work, the Contractor shall provide facilities for and remove all clay and other deposits from the tires and between wheels before trucks and other equipment travel over City Streets. If the Contractor fails or refuses to clean the City Streets, trucks, and equipment in question, the Engineer may order the work suspended at the Contractor’s risk until compliance with the Contractor’s obligation is assured; or the Engineer may order the City Streets in question cleaned by others. Such costs incurred by the City in achieving compliance with these requirements, including cleaning of the City Streets, shall be paid by the Contractor prior to final acceptance of the project. The Contractor shall have no claim for delay, extension of contract time, or additional cost should the Engineer choose to suspend the Contractor’s work until compliance is achieved. The following section (1-07.23(1)A) is added: 1-07.23(1)A EXISTING TRAFFIC CONTROL AND STREET NAME SIGNS Existing traffic control and street name signs that interfere with construction shall be relocated or removed by the Contractor and temporarily stored in a safe place. “Stop”, “Yield”, “Speed Limit”, and “One-Way” signs shall be removed or relocated only upon Moses Lake Council Packet 01-10-23, Page 385 of 592 approval by the Engineer. Existing signs shall not be removed until the Contractor has provided temporary measures sufficient to safeguard and direct traffic after the existing signs have been removed. Except as otherwise provided in the contract documents, preservation and maintenance of traffic control and street name signs shall be the sole responsibility of the Contractor. All temporary signs shall be in compliance with Section 1-10.3(3) of these specifications. The Contractor shall reset temporarily relocated or removed traffic and street name signs in their permanent location as work progresses and permits. The Contractor shall replace signs and other traffic control devices that are damaged or lost by the Contractor. However, the Engineer may allow the Contractor to repair a damaged sign in lieu of its replacement. The Contractor shall install temporary pressure-sensitive pavement marking tape or delineators on the same day that the Engineer notifies the Contractor that existing paint lines have been obliterated by construction activities. The Contractor shall remove said temporary markers after the Engineer approves of permanent traffic channelization that has been installed by the Contractor. The following section (1-07.23(1)B) is added: 1-07.23(1)B MAINTAINING ACCESS The Contractor shall maintain access to residential, commercial, and industrial property adjacent to the project. Access to residential property shall not be blocked for more than 8 consecutive hours. Access to commercial and industrial property shall not be blocked for more than 4 consecutive hours. The Contractor shall provide alternate access routes if the work requires blocking City Streets or driveways longer than the hours specified herein. The proposed alternate routes shall be approved by the Engineer prior to their use and the alternate routes shall be the responsibility of the Contractor at no expense to the City. The Contractor shall provide a notice, 24 hours in advance, to all property owners whose parking may be restricted. The notice shall indicate where they may park and the name and phone number of the Engineer and Contractor. 1-07.23(2) CONSTRUCTION AND MAINTENANCE OF DETOURS The section is revised by replacing paragraph 2 with the following: The Contractor shall be responsible for maintenance, control, and safeguarding of traffic on all detours necessary for construction, including on-site and off-site detours, unless otherwise relieved of this responsibility by the Engineer. Moses Lake Council Packet 01-10-23, Page 386 of 592 The section is supplemented with the following: All detours within the limits of the project, required or necessitated by the work, shall be the responsibility of the Contractor. This work includes side street crossings, freshly placed Portland Cement Concrete, utilization of one or more lanes of the construction area for maintenance of through traffic, and all other related traffic control. Traffic control plans for such detours shall be in accordance with the requirements of Section 1- 10. 1-07.24 RIGHTS OF WAY The section is replaced with the following: Street right-of-way lines, limits of easements, limits of proposed right-of-way for a preliminary plat, and limits of construction permits should be shown on Construction Plans. The Contractor’s construction activities shall be confined within these limits unless arrangements for use of private property are made. Whenever any of the work is accomplished on or through property other than public right-of-way or property that is owned by the developer, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement that is provided to the City from the owner of the private property. Copies of the easement agreements will be available to the Contractor as soon as practical after they have been provided to the Engineer. The Contractor shall not proceed with any portion of the work beyond the developer’s property in areas where right-of-way, easements, or rights of entry have not been provided to the City. The Contractor shall provide each property owner 48-hour notice prior to entry. This includes entry onto easements and private property where private improvements may require adjustment. The Contractor shall provide all additional land and access to the land that the Contractor requires for temporary construction facilities, storage of materials, and other Contractor needs. However, before using any private property, the Contractor shall provide the Engineer with a written permission from the private property owner that allows the Contractor to use the private site; and prior to acceptance of the project by the City, the Contractor shall provide the Engineer with written release from the property owner that indicates that the private property owner is satisfied with the condition of the property after the Contractor has completed the project. All statements from private property owners shall include the signature of the property owner, parcel number, address, and date of signature. The following section (1-07.28) is added: 1-07.28 CONTRACTOR’S RESPONSIBILITY FOR SAFETY Moses Lake Council Packet 01-10-23, Page 387 of 592 The Contractor is solely responsible for the safety of all workers at the work site, no matter by whom they may be employed. Such responsibility shall include compliance with all local, State, and Federal safety laws, rules, and regulations that apply to work performed by the Contractor or subcontractors for the project. The Contractor is not relieved of this responsibility by actions of the Engineer in the inspection of work in progress to ensure project compliance with Construction Plans. The Engineers that are assigned to perform inspections are not safety inspectors. The Contractor shall obtain an opinion or inspection from the appropriate regulatory agency if the Contractor is uncertain as to the application of any safety rule or regulation. The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. This requirement shall apply continuously and shall not be limited to normal working hours. The Contractor shall be aware of the work site’s present condition. The Contractor shall indemnify and hold the City harmless from any and all claims arising from the condition of the work site or on account of any claim of unsafe conditions maintained at the work site during the term of this project. 1-08 PROSECUTION AND PROGRESS The following section (1-08.0) is added: 1-08.0 PRELIMINARY MATTERS 1-08.0(1) PRECONSTRUCTION CONFERENCE Prior to construction, the Engineer may determine that a preconstruction conference is required. The Contractor shall provide 1-week advance notice to the Engineer to schedule the meeting. The Civic Center Annex conference room is available for the meeting. The Engineer will provide notification about the meeting to the City departments, public utilities, surveyor, developer, and developer’s engineer. The Contractor shall notify all subcontractors about the meeting. A. The following items will be discussed at the preconstruction conference. 1. Permit requirements 2. Utility service fees and charges 3. Initial progress schedule 4. Working relationship among the parties associated or affected by the work 5. Procedures for notifications, approvals, and submittals 6. Working hours for the project 7. Inspection requirements and schedules Moses Lake Council Packet 01-10-23, Page 388 of 592 8. Safety standards and traffic control 9. Other project related items B. The Contractor shall prepare the following items and submit them at the reconstruction meeting, if applicable. 1. Construction cost breakdown 2. Preliminary schedule 3. Submittals for all non-standard items for approval 4. Material sources for approval 1-08.0(2) HOURS OF WORK Except in the case of emergency, or as approved by the Engineer, the project working hours shall be between 7:00 a.m. and 10:00 p.m. of a working day. The Contractor shall provide a schedule of the hours to be worked and shall notify the Engineer of all changes to the schedule as work progresses. All City inspections required for the project shall be scheduled between the hours of 8:00 a.m. and 3:30 p.m. All work in existing City right- of-way or on existing municipal utilities shall be scheduled when City inspectors are available. Work that requires a City inspector before 8:00 a.m. or after 3:30 p.m. shall be subject to the availability of City inspector or other City personnel and shall require the Contractor to pay the overtime rate per the current fee schedule per hour for all City personnel required for the project. All City inspector overtime hours required for the project will be invoiced to the Contractor and are due upon receipt. The Contractor shall not perform work that requires City inspections on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day unless written authorization is provided by the Engineer. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required, unless the work requires City personnel. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. is subject to noise control requirements and requires approval from the Engineer. For residential areas, City Council approval is required for work between 10:00 p.m. and 7:00 a.m. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City’s noise control regulations or if valid complaints are received from the public or adjoining property owners regarding the noise from the Contractor’s operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to work Saturdays, Sundays, holidays, or non-typical working hours Monday through Friday may be subject to conditions set forth by the City. These conditions may include the requirement for City personnel to work overtime. Moses Lake Council Packet 01-10-23, Page 389 of 592 1-08.9 LIQUIDATED DAMAGES This section is deleted from the Community Standards on developer funded projects. On projects using City funds, the section shall remain in its entirety. The section is revised by replacing Item 1 of the third paragraph with the following: 1. To pay $250 per each working day or to pay (according to the following formula), whichever is greater, liquidated damages for each working day beyond the number of working days established for Physical Completion, and… 1-09 MEASUREMENT AND PAYMENT This section is deleted from the Community Standards on developer funded projects. On projects using City funds, the section shall remain in its entirety. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2 TRAFFIC CONTROL MANAGEMENT 1-10.2(3) CONFORMANCE TO ESTABLISHED STANDARDS The section is supplemented with the following: The Contractor may submit alternate proposals to those for traffic control and detours required by contract documents. Such alternate proposals shall safely and adequately maintain vehicular and pedestrian traffic and shall comply with the most recent version of the MUTCD. Proposals shall be submitted in writing to the Engineer five days in advance of their intended use. The acceptance of any proposal shall be entirely at the discretion of the Engineer. The Contractor shall be solely responsible for any and all liability associated with traffic control. 1-10.3 TRAFFIC CONTROL LABOR, PROCEDURES, AND DEVICES 1-10.3(3) TRAFFIC CONTROL DEVICES 1-10.3(3)A CONSTRUCTION SIGNS The section is supplemented with the following: The Contractor shall provide the traffic signing and traffic control in accordance with the approved Traffic Control Plan. The Contractor shall provide additional signs, barricades, Moses Lake Council Packet 01-10-23, Page 390 of 592 cones, flaggers, and traffic control to ensure public’s safety in accordance with the Contractor’s plan of operation. The Contractor shall erect all signs specified by the Traffic Control Plan for an area where work is scheduled to be performed, prior to commencing work on the said area of the project. Work on any area of the project shall not commence until all signs, flaggers, and other traffic control devices for said area are in place and approved by the Engineer. The Contractor shall patrol the traffic control area and shall reset all disturbed signs and traffic control devices upon discovery or notification. All signs necessary for nighttime traffic control shall be fully reflectorized. The Contractor shall make the necessary changes to any signs or traffic control devices that need to be repeatedly reset to ensure the problem does not continue. Additionally, the Contractor shall have on the job a sufficient number of type II barricades and 28-inch orange plastic cones to provide for safe working conditions and to protect the traveling public. For nighttime use, barricades shall be equipped with flashing lights in conformance with the MUTCD. Barricades and cones shall be bright in color and in good working order. Cones shall have a 6-inch-wide, reflectorized, white band placed 3 to 4 inches from the top. A second reflectorized, white band shall be placed at 2 inches below the upper band and shall be 4 inches wide. Broken, faulty, or nonstandard equipment shall be replaced upon discovery or notification. The Contractor shall assume full responsibility for maintaining safe conditions on the job site at all times always maintaining safe conditions on the job site. The Contractor shall provide additional signs, barricades, cones, and other safety equipment as necessary to provide safe conditions and to conform with the MUTCD. The Engineer shall reserve the right to stop all work on the project until adequate traffic control is provided by the Contractor. All costs for traffic control shall be paid by the Contractor. Where construction affects the traffic on existing City Streets, the Engineer may direct parking restrictions. Signs required for restricted parking shall be provided and installed by the Contractor as approved by the Engineer. The Contractor shall be responsible for providing and maintaining signs required for parking restrictions on and off the project if the parking restrictions are due to construction activities. The Contractor shall furnish all flaggers and furnish and maintain all temporary traffic control signs and devices necessary to control traffic during construction operations. Traffic control signs and devices shall conform to the requirements set forth in the MUTCD. Moses Lake Council Packet 01-10-23, Page 391 of 592 DIVISION 2 EARTHWORK 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-01.1 DESCRIPTION The section is supplemented with the following: The Contractor shall remove all topsoil and sand within the limits of street and utility construction to a depth of 18 inches below final grade. Topsoil or sand shall not be used for embankment or backfill. 2-01.2 DISPOSAL OF USABLE MATERIAL AND DEBRIS The section is revised by replacing paragraph 2 with the following: The Contractor shall dispose of all debris in accordance with Section 2-01.2(2), Disposal Method No. 2˗Waste Site. 2-01.3 CONSTRUCTION REQUIREMENTS 2-01.3(3) VACANT The entire section (2-01.3(3)) is replaced with the following: 2-01.3(3) TREE REMOVAL Where trees have been removed within a landscape area by the Contractor, the remaining stumps shall be removed to 8 inches below the final ground surface elevation. All leaves, branches, wood chips, and other debris deposited by the tree and stump removal process shall be removed by the Contractor within 24 hours after the tree has been removed. All holes that have been created by the removal of a tree within a landscape area shall be filled with topsoil. The surface shall be sod, bark, rock, or other material which matches the existing landscape. Furthermore, all other landscaping or improvements which have been disturbed by the tree and stump removal process, or other activity of the Contractor, shall be restored to their original condition. Where a tree is removed within an area where streets, sidewalks, curbs or other improvements will be installed, the contractor shall remove the tree in its entirety, and the hole shall be filled with material suitable for compaction required for the improvement. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Moses Lake Council Packet 01-10-23, Page 392 of 592 2-02.3 CONSTRUCTION REQUIREMENTS The section is supplemented with the following: The removal of street improvements shall be conducted in such a manner as not to injure municipal improvements or public utilities that are to remain in place. The Contractor shall be responsible for damage to municipal improvements and public utilities that is caused by construction activities. The Contractor shall remove manholes, catch basins, and structures as shown on the Construction Plans, or where structures or installations of Portland Cement Concrete, brick, block, or other items interfere with the construction. All abandoned pipe openings shall be plugged watertight with non-shrink-type concrete or grout. Where the structures are removed, the voids shall be backfilled with suitable material and compacted to 95 percent of maximum density. Unless otherwise directed, all casting, pipe, and other material of recoverable value taken from the discarded facilities shall be carefully salvaged and delivered to the City in good condition and in such order of salvage as the Engineer may direct. Items deemed of no value by the Engineer shall become the property of the Contractor and shall be removed from the site. 2-02.3(3) REMOVAL OF PAVEMENT, SIDEWALKS, CURBS, AND GUTTERS The section is revised by deleting items 1 and 2. The section is supplemented with the following: Pavement, sidewalks, curbs, and gutters shall be removed by the Contractor as shown on the Construction Plans and as directed by the Engineer. Sidewalk aprons and private walks on street grading and paving projects shall be removed to the extent necessary to provide for construction of pavements and curbs. The Contractor shall remove any additional sidewalk required to provide proper connections and grades, as determined by the Engineer. The Contractor shall dispose of all pavement and concrete off site. The following section (2-02.3(4)) is added: 2-02.3(4) FENCES Moses Lake Council Packet 01-10-23, Page 393 of 592 The Contractor shall remove and replace fences as shown on the Construction Plans and as directed by the Engineer. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.1 DESCRIPTION The section is supplemented with the following: The work shall also include the relocation of existing signs and mailboxes, and the removal and salvaging of existing landscaping improvements, plants, and irrigation lines lying within the limits of excavation or embankment. 2-03.3(7) DISPOSAL OF SURPLUS MATERIAL 2-03.3(7)A GENERAL The section is replaced with the following: The Contractor shall obtain a waste site for the disposal of surplus material. 2-03.3(14) EMBANKMENT CONSTRUCTION 2-03.3(14)C COMPACTING EARTH EMBANKMENTS The section is revised by replacing the first paragraph of Method B with the following: All material shall be compacted to 95 percent of maximum density, as determined by Section 2-03.3(14)D. 2-03.3(14)D COMPACTION AND MOISTURE CONTROL TESTS The section is replaced with the following: Maximum density and optimum moisture for materials with more than 35 percent retained on the No. 4 sieve shall be determined by the WSDOT Test Method No. T 606, or the Contractor may assume a maximum density of 141 Lb. per CF. This variation does not modify standard testing procedures that are defined by WSDOT or AASHTO. Maximum density and optimum moisture for materials with 35 percent or less retained on the No. 4 sieve shall be determined by the WSDOT FOP for AASHTO T 99, Method B, with the following revisions. Moses Lake Council Packet 01-10-23, Page 394 of 592 1. 10-pound hammer shall be used. 2. 18-inch drop shall be used. 3. 5 lifts per test In-place densities and moisture content shall be determined by using the WSDOT Test Method No. 615. The Contractor shall provide all necessary excavation, vibratory compaction equipment, and labor to facilitate taking compaction tests. The Contractor shall provide the test equipment and operator. The Contractor shall provide all necessary test pits and additional work as directed by the Engineer. The Contractor shall provide the Engineer an opportunity to be present during compaction testing. All compaction results shall be with referral to required maximum densities. Where soil consistency varies on a project, such that the compaction results are not within the range of acceptability, being either too low or too high, the Engineer may perform a field check on the soil and on the compactive efforts being applied by the Contractor. If the Engineer determines that a particular section of soil differs from the adjacent soils that are showing acceptable compaction results, the compactive effort is consistent with methods used on adjacent soils that are showing acceptable results, and the results are consistent throughout the particular section of soil encountered, the Engineer may authorize or require a different maximum density value for acceptance of that particular soil without requiring a new Proctor test. The following sections (2-03.3(20)) are added: 2-03.3(20) PROTECTION OF EXISTING IMPROVEMENTS 2-03.3(20)A GENERAL Utilities of record shall be shown on the Construction Plans insofar as it is possible to do so. Failure of the Owner to show the existence of subsurface objects or installations on the Construction Plans shall not relieve the Contractor from the Contractor’s responsibility to call for utility locates, to make independent checks on the ground, nor relieve the Contractor from all liability for damages resulting from the work. The Contractor shall provide notification to agencies that have utilities in place and shall cooperate with these agencies in the protection and relocation of the various underground installations. These agencies may give assistance in the location of the various utilities, but this will not relieve the Contractor from responsibility for any damage incurred, except as provided by State law. Moses Lake Council Packet 01-10-23, Page 395 of 592 The Contractor shall protect and preserve existing improvements that will remain within the right-of-way. Trenching or other excavation that undermines curbs, sidewalks, driveways, footings or any other structures shall be backfilled with controlled density fill. Trenching or other excavation within the roadway of any City Street less than 24 inches in width shall require controlled density fill. Excess material from this excavation shall be removed to an approved site in accordance with Section 2-01.2. Controlled density fill shall meet the requirements as stated in Section 2-09.3(1)E. 2-03.3(20)B SEWERS AND APPURTENANCES The Contractor shall place ¾-inch-thick plywood shield over all manhole channels within the construction area. The Contractor shall cover the shield with a 6-foot by 6-foot by 20- mil plastic tarp. The Contractor shall remove the shield after all debris has been removed from the manhole, after the ring and cover has been adjusted to final grade, and within 24 hours after final adjustment. The Contractor shall remove all debris that falls into the channel and shall rod or flush all pipes that contain construction debris. The Contractor shall provide a trap at the downstream manhole for any flushing or rodding procedures that may be required. 2-03.3(20)C DAMAGED WATER MAINS AND APPURTENANCES The Contractor shall repair or replace any water valves, hydrants, valve boxes, and other appurtenances that have been damaged during construction. 2-03.3(20)D PRIVATE UTILITIES Utilities within the City right-of-way, other than those owned and operated by the City, are in the right-of-way pursuant to franchises or to rights claimed under the laws of the U.S.A. or the State of Washington. The respective utility agencies are responsible for all modifications and relocations of their facilities, as directed by the City. The Contractor shall coordinate all work with the work of agencies that are affected by the construction work. The Contractor shall protect all public and private utilities from damage. The Contractor shall be liable for all damages to public or private utilities resulting from the Contractor’s operations, and the Contractor shall hold the City harmless from all damages resulting from the Contractor’s operations. 2-03.3(20)E EXISTING IMPROVEMENTS Moses Lake Council Packet 01-10-23, Page 396 of 592 The Contractor shall remove and salvage all landscaping improvements, plants, and irrigation lines lying within the limits of excavation or embankment to the property Owner, as directed by the Engineer. The Contractor shall carefully cut and cap remaining irrigation lines within the right-of-way and within 2 feet behind back of sidewalk. The Contractor shall relocate existing mailboxes as required to provide continual mail service to all residents. 2-06 SUBGRADE PREPARATION 2-06.3 CONSTRUCTION REQUIREMENTS 2-06.3(1) SUBGRADE FOR SURFACING The section is supplemented with the following: 9. All underground work contemplated in the area of the subgrade shall be completed and properly compacted before final subgrade is prepared for approval. The following section (2-06.3(3)) is added: 2-06.3(3) GRADE TOLERANCE Grade tolerance for surfaces to receive crushed surfacing or ballast shall be +0.02 feet. The Contractor may leave areas of the surface lower than the grade established by Construction Plans or as approved by the Engineer; however, these low areas shall be filled with crushed surfacing top course. 2-07 WATERING 2-07.3 CONSTRUCTION REQUIREMENTS The section is supplemented with the following: The Contractor shall apply water for dust control as directed by the Engineer. The following section (2-07.3(1)) is added: 2-07.3(1) CITY WATER SOURCE Moses Lake Council Packet 01-10-23, Page 397 of 592 The Contractor shall secure permission from and comply with all requirements of the City before obtaining water from a City water source. The Contractor shall measure all water obtained from a City water source with a hydrant meter that has been obtained or authorized by the City Water Division at 11789 Road 4 NE. The Contractor shall pay the hydrant meter rental rates and water charges. Current water meter rental rates and water charges may be obtained by contacting the City Water Division. The Contractor shall protect the City’s hydrant meter and associated apparatus from damage, loss, or theft until all items are returned to the possession of the City Water Division. The Contractor shall furnish all connectors, wrenches, valves and small tools that may be necessary to meet the requirements of the City. The Contractor shall use hydrant wrenches to open and close hydrants. When using the hydrant, the Contractor shall make certain that the hydrant valve is completely open or shut. An authorized auxiliary valve shall be provided by the Contractor on the outlet line for control purposes. Fire hydrant valves shall be closed slowly to prevent surging of the system. When use of the hydrant is complete, the Contractor shall notify the City Water Division so that the hydrant may be inspected for possible damage. Any damage resulting from the use of the hydrant by the Contractor, including theft of City equipment, shall be repaired or replaced by the City, and the cost thereof shall be billed to the Contractor. 2-08 VACANT The entire section (2-08) is replaced with the following: 2-08 EXPOSE EXISTING UTILITIES 2-08.1 DESCRIPTION Where required on the Construction Plans, the Contractor shall excavate and expose existing utility crossings 24 hours prior to laying pipe. The Contractor shall leave the excavation open sufficient time to allow the Engineer to verify the location and elevation of the utility. Once the utility has been verified, the Contractor shall backfill and compact the excavation as required by these Specifications. 2-09 STRUCTURE EXCAVATION 2-09.3 CONSTRUCTION REQUIREMENTS 2-09.3(4) CONSTRUCTION REQUIREMENTS, STRUCTURE EXCAVATION, CLASS B Moses Lake Council Packet 01-10-23, Page 398 of 592 The section is revised by deleting paragraphs 4 and 5. The section is revised by replacing paragraph 3 with the following: The Contractor shall provide excavation and trench safety systems that meet the requirements of the Washington Industrial Safety and Health Act, RCW Chapter 49.17, and WAC 296-155 if workers enter any trench or other excavation that is 4 feet or more in depth. Excavation and trench safety systems may include shoring, extra trench excavation, or other methods acceptable to the Department of Labor and Industries. The Contractor, alone, shall be responsible for worker safety, and the City assumes no responsibility. The section is supplemented with the following: The Engineer may approve a trench to remain open overnight in low-volume traffic areas. The Contractor shall submit a physical barrier protection plan for approval by the Engineer. The physical barrier protection plan shall include obstructions large enough to discourage traffic from entering the excavation and high strength polymer barrier fencing. The Contractor assumes all responsibility for open trenches and safety-protection measures. 2-11 TRIMMING AND CLEANUP 2-11.1 DESCRIPTION The section is replaced with the following: This work consists of neatly finishing construction areas to the lines, grades, and cross sections shown on the Construction Plans and as directed by the Engineer. The work shall include trimming and cleaning the entire roadway including planting areas, sidewalks, shoulders, driveways, alleys, side street approaches, slopes, ditches, and utility trenches. 2-11.3 CONSTRUCTION REQUIREMENTS The section is replaced with the following: The surface area of the project area shall be uniformly sloped after the Contractor has completed cleaning and dressing the project. Where the existing grade is below the top- of-sidewalk, top-of-curb, or both, the Contractor shall fill and dress the area to the top-of- sidewalk and top-of-curb regardless of limits shown on the Construction Plans. The Contractor shall place fill material high enough to allow for final settlement. The Moses Lake Council Packet 01-10-23, Page 399 of 592 Contractor shall remove all rocks in excess of 2 inches in diameter from the surface for the entire construction area. All windrows of earth shall be removed entirely. All surfaces and drainage facilities shall be clean. The Contractor shall dispose of all trash, construction stakes, debris, and other waste material. The Contractor shall remove and dispose of broken brush and trees, and construction debris beyond the limits of the project that are caused by construction. The Contractor shall sweep the street at the conclusion of the work. Self-propelled pickup street sweepers shall be used to remove and collect sediment and other debris from the Street. The Contractor shall furnish the water required. Sidewalks shall be hand broomed. Stormwater inlet protection shall remain in place until the project is trimmed and cleaned, swept, and ready for final inspection. The Contractor shall flush the street at the conclusion of the work. Flusher shall be of a pressure type. The Contractor shall furnish the water required. Sidewalks shall be hand broomed. Stormwater inlet protection shall remain in place until the project is trimmed and cleaned, flushed, and ready for final inspection. 2-12 CONSTRUCTION GEOSYNTHETIC 2-12.2 MATERIALS The section is revised by deleting paragraph 3. DIVISION 4 BASES 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 CONSTRUCTION REQUIREMENTS 4-04.3(2) SUBGRADE The section is supplemented with the following: The Contractor shall give the Engineer 24 hours’ notice when construction of the subgrade has been completed. The Contractor shall not place crushed surfacing or ballast until the subgrade has been approved by the Engineer. Areas not conforming with the tolerances shall be corrected by the Contractor and approved by the Engineer prior to proceeding with the work. The Contractor may fill low areas with crushed surfacing or ballast at the Contractor’s expense. 4-04.3(5) SHAPING AND COMPACTION Moses Lake Council Packet 01-10-23, Page 400 of 592 The section is supplemented with the following: Grade tolerance for the surface to receive HMA shall be plus 0.02 feet or minus 0.04 feet. The Contractor shall give the Engineer 24 hours’ notice when construction of crushed surfacing top course has been completed. The Contractor shall not place any asphalt tack until the finished grade has been measured and approved by the Engineer. Any areas not conforming to the above tolerance shall be corrected by the Contractor and re-measured and approved by the Engineer prior to proceeding with the work. DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS The following sections (5-06) are added: 5-06 HMA PATCHING 5-06.1 DESCRIPTION The work includes removal of concrete or pavement, placement of CSTC, placement of CSBC, application of tack coat, and placement of HMA. 5-06.2 MATERIALS Materials shall meet the requirements of the following sections: HMA ................................................................................................................. 5-04 Crushed Surfacing Base Course .................................................................9-03.9(3) Crushed Surfacing Top Course ..................................................................9-03.9(3) 5-06.3 CONSTRUCTION REQUIREMENTS 5-06.3(1) GENERAL The Contractor shall schedule all pavement patching to accommodate the demands of traffic. For safety reasons, the Contractor shall patch all areas within traveled lanes on primary streets and secondary streets on the same day that pavement has been removed. An exception is that if the work will continue on the next day, as authorized by the Engineer, the pavement that has been removed and not patched shall be covered by the Contractor with steel plates that are capable of supporting the traffic. For safety concerns, no pavement excavation shall be authorized to remain un-patched on secondary or primary Moses Lake Council Packet 01-10-23, Page 401 of 592 streets on a calendar day where work has not continued on the following day, and the Engineer shall recommend immediate action to enforce these requirements. The Contractor shall patch all areas within tertiary and residential streets, and in non- traveled lanes for primary and secondary streets, where pavement has been removed, within 10 calendar days of the removal of original pavement. Where pavement is removed and not patched, the Contractor shall provide a temporary surface for traffic as authorized by the Engineer, which temporary surface shall be maintained by the Contractor until the patch is placed. Saw-cutting shall be performed as shown on the Construction Plans or as directed by the Engineer. The Contractor shall provide mechanical compaction for each lift of HMA by means of a roller, plate whacker, jumping jack, or hand tamper. However, the Contractor shall compact all patches that exceed 4-feet in width with a roller. The Contractor shall expand the perimeter of the HMA patch as necessary to provide an even grade adjacent to the patch that doesn’t have humps or dips, as directed by the Engineer. The Contractor shall widen all HMA patches to allow room for the compaction equipment that is being used. Additionally, the Contractor shall widen all patches that are adjacent to the curb to provide for a patch with a maximum cross slope of 6 percent towards the curb. The Contractor shall apply a tack coat of asphalt to all existing surfaces of HMA, curbs, gutters, and appurtenances that will be covered by HMA. The tack coat shall cover the entire surface. 5-06.3(2) GRADE TOLERANCE All HMA patches shall be 3-inches thick. Additionally, HMA patches shall match the depth of adjacent pavement if the adjacent pavement is between 3-inches thick and 6- inches thick. HMA patches shall be 6-inches thick if the adjacent pavement is 6-inches or thicker. However, the Engineer may allow a transition from thicker HMA depths to the required design depth for large patches. Grade tolerance for the surface to receive HMA shall be in accordance with Section 4- 04.3(5). The Contractor shall not place any HMA until the base has been authorized by the Engineer. The Contractor shall correct any areas that do not conform to the above tolerance, and the areas shall be authorized by the Engineer prior to proceeding with the work. Moses Lake Council Packet 01-10-23, Page 402 of 592 5-06.3(3) SPREADING AND FINISHING The Contractor shall apply HMA in two lifts, with the depth of each compacted lift being not more than 2 inches. Additional lifts in 2-inch increments may be required. HMA shall be compacted in accordance with Section 5-04.3(10). For HMA patches that are over 8-feet wide, and which patches are longer in the direction of the centerline of the road, the Contractor shall use a paving machine or Layton box, unless otherwise authorized by the Engineer. 5-06.3(4) TRAFFIC CONTROL Proper signs, barricades, lights, and other warning devices shall be maintained 24 hours a day until the patch is completed and ready for traffic. 5-06.3(5) TEMPORARY PATCHES The Contractor shall place temporary patches within 10 calendar days if permanent patches cannot be constructed within 10 calendar days following excavation. Temporary patches consist of cold plant mix asphalt or Portland Cement Concrete. For cold plant mix patches, the Contractor shall provide proof of availability of cold plant mix prior to cutting the pavement. Physical completion shall not be declared until the Contractor has replaced all temporary patches with permanent patches. 5-06.3(5)A TEMPORARY PATCHES ̶ COLD PLANT MIX ASPHALT 1. Temporary cold mix patches shall be 2 inches thick. 2. Temporary patches shall match existing grade. 3. The Contractor shall replace temporary patches with permanent patches prior to May 15th. 4. The Contractor may be required to expand temporary patches 12 inches around the perimeter of a temporary patch prior to placement of a permanent patch. The Contractor shall sawcut the additional pavement required for expanding the patch. 5-06.3(5)B TEMPORARY PATCHES ̶ PORTLAND CEMENT CONCRETE 1. Portland Cement Concrete for temporary patches shall be Class 3000. 2. Temporary Portland Cement Concrete patches shall be 6 inches in depth. 3. Temporary Portland Cement Concrete patches shall match existing grade. 4. The Contractor shall place steel plates over the Portland Cement Concrete patch area and shall restore traffic within 2 hours after placing Portland Cement Concrete. The Moses Lake Council Packet 01-10-23, Page 403 of 592 Contractor shall remove the steel plates after the Portland Cement Concrete has set up for 7 calendar days. 5. The Contractor shall replace temporary Portland Cement Concrete patches with HMA patches prior to May 15th. 6. The Contractor may be required to expand temporary Portland Cement Concrete patches 12 inches around the perimeter of a temporary Portland Cement Concrete patch prior to placement of a permanent HMA patch. The Contractor shall sawcut the additional pavement required for expanding the HMA patch. 5-06.3(6) OIL MAT STREETS The Contractor shall trim the existing oil mat in a straight line. The Contractor shall place and compact HMA in accordance with Section 5-04.3(10) after the subgrade has been prepared as shown on the drawings or as directed by the Engineer. 5-06.3(7) EXISTING PORTLAND CEMENT CONCRETE PATCHES The Contractor shall remove and replace existing Portland Cement Concrete patches with HMA patches prior to overlay. All new HMA patches shall be in accordance with this section. The following sections (5-07) are added: 5-07 ADJUSTMENT OF MANHOLES, CATCH BASINS, MONUMENT CASES, VALVE BOXES, AND CLEAN OUTS TO GRADE 5-07.1 DESCRIPTION This work shall consist of adjusting manholes, monument cases, water valve boxes, and clean outs to grade. 5-07.2 MATERIALS Materials shall meet requirements of the following sections: Ballast and Crushed Surfacing Top Course ...................................................... 4-04 HMA ................................................................................................................. 5-04 Portland Cement Concrete ................................................................................ 6-02 Commercial Class Portland Cement Concrete can be used for adjusting utilities in accordance with Section 6-02.3(2)B. Moses Lake Council Packet 01-10-23, Page 404 of 592 HMA Cl. ⅜-inch PG 64-28 shall be used for utility adjustment patches; however, the Engineer may approve alternative mixes for HMA patches, provided that the Contractor can provide a finish HMA patch that is acceptable to the Engineer. 5-07.3 CONSTRUCTION REQUIREMENTS 5-07.3(1) PAVED SURFACES The Contractor shall provide 4 to 16 inches of adjustment rings between the top of cone or flattop section of a manhole and the bottom side of the manhole frame. Final elevation of the frame and cover shall be ¼-inch below final street grade. The Contractor shall remove frames and adjustment rings from manholes and similar structures so that the structure is 8 inches below subgrade whenever the structure is being rehabilitated or adjusted in conjunction with street paving or patching projects. The Contractor shall cover the lowered structures with a temporary metal cover. The Contractor shall reference each structure so that they may be easily found upon completion of the street work. The Contractor shall adjust manholes, valve boxes, monuments, and other structures in the roadway after the pavement is completed. The Contractor shall locate the center of each structure from references that were previously established by the Contractor. The Contractor shall cut and remove pavement in a neat circle or square. The diameter of the circle or side of the square shall be equal to the outside diameter of the frame plus 2 feet to allow for compaction. The Contractor shall remove the crushed rock and base material around the appurtenance to the depth of required Portland Cement Concrete as shown on the respective detail. Wedges used for adjusting shall be non-organic. A maximum of 3 wedges shall be used for any adjustment. No wedges shall protrude inside of the frame, and all loose wedges shall be removed prior to pouring Portland Cement Concrete. The Contractor shall compact the excavation area and place Portland Cement Concrete to within 1½ to 2 inches of the top of the structure. The Contractor shall complete the adjustment on the following day by applying a tack coat of asphalt to the Portland Cement Concrete, edges of the pavement, and the outer edge of the casting; and by placing and compacting HMA with hand tampers, plate whackers, or rollers. The final elevation of the HMA patch shall match the existing paved surface. The Contractor shall apply non-shrink-type concrete or grout flush with the inside of the frame and adjustment rings upon completion of the final HMA patch. The Contractor shall remove excess concrete and grout within the structure at the completion of the adjustment. Moses Lake Council Packet 01-10-23, Page 405 of 592 5-07.3(2) UNPAVED SURFACES The Contractor shall remove frames and adjustment rings from manholes so that the structure is 6 inches below subgrade whenever the structure is being rehabilitated or adjusted in conjunction with street paving or patching projects. The Contractor shall cover the lowered structures with a temporary metal cover. The Contractor shall reference each structure so that it may be easily found upon completion of the street work. The Contractor shall install Portland Cement Concrete pads around all manholes, valve boxes, monuments, and other structures that are not within paved surfaces. Final elevation of the pad in graded roadways shall be at final street grade; whereas the final elevation for frames and covers outside of roadways shall be at final grade of existing terrain. All pads in the roadway shall be sloped towards the direction of traffic. The Contractor shall adjust manholes, valve boxes, monuments, and other structures in the roadway after the final grading is completed. The Contractor shall locate the center of each structure from references that were previously established by the Contractor. The Contractor shall excavate around the top of each structure in a neat square. The Contractor shall remove the material around the structure to a depth required for Portland Cement Concrete as shown on the respective detail and to provide for 6-inch depth for the placement of a Portland Cement Concrete pad. The Contractor shall adjust the top of the appurtenance to the required elevation of the top of the pad. Wedges used for adjusting shall be non-organic. A maximum of 3 wedges shall be used for any adjustment. Wedges shall not protrude inside of the frame, and all loose wedges shall be removed prior to placing Portland Cement Concrete. The Contractor shall compact the excavation area and place Portland Cement Concrete to the top of the frame and cover. The Contractor shall apply non-shrink-type concrete or grout flush with the inside of the frame and adjustment rings after the pads have been placed. The Contractor shall remove excess concrete and grout within the structure at the completion of the adjustment. The Contractor shall complete the adjustment by removing the forms and by backfilling adjacent to the pad as may be required. DIVISION 6 STRUCTURES 6-02 CONCRETE STRUCTURES 6-02.3 CONSTRUCTION REQUIREMENTS 6-02.3(2) PROPORTIONING MATERIALS Moses Lake Council Packet 01-10-23, Page 406 of 592 6-02.3(2)B COMMERCIAL CONCRETE The section is replaced with the following: Commercial class concrete shall not be used on City projects except as allowed by the Engineer for unexposed utility frame adjustments. 6-02.3(4) READY-MIX CONCRETE 6-02.3(4)C CONSISTENCY The section is replaced with the following: The slump for all concrete shall be 4 inches or less. DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-01 DRAINS 7-01.2 MATERIALS The section is revised by replacing paragraph 1 with the following: Materials shall meet the requirements of the following sections: Gravel backfill for Drains ........................................................................9-03.12(4) Concrete Drain Pipe .................................................................................9-05.10(1) Perforated Concrete Underdrain Pipe .......................................................9-05.20(2) Perforated Polyvinyl Chloride (PVC) Underdrain Pipe .............................9-05.2(6) Polyvinyl Chloride (PVC) Pipe ................................................................... 9-05.12 Construction Geosynthetic ................................................................................ 9-33 7-04 STORM SEWERS 7-04.2 MATERIALS The section is replaced with the following: Materials shall meet the requirements of the following sections: Moses Lake Council Packet 01-10-23, Page 407 of 592 Reinforced Concrete Storm Sewer Pipe ..................................................9-05.12(1) Solid Wall PVC Storm Sewer Pipe .............................................................. 9-05.13 Ductile Iron Sewer Pipe .............................................................................9-05.7(2) The Contractor shall use ductile iron pipe whenever the depth of cover under a roadway is 18 to 36 inches. The Contractor shall lay all ductile iron pipe, valves, and fittings with a polyethylene encasement installed in accordance with AWWA C105. PVC pipe can be installed at depths of 24 inches and greater under sidewalks, provided that no portion of the PVC pipe is installed within the street (defined at face of curb). All contiguous pipe between stormwater structures shall be of the same diameter and material. The following section (7-04.3(2)) is added: 7-04.3(2) TELEVISION INSPECTION Municipal storm sewers shall be inspected by the use of a television camera if the length of pipe between structures exceeds 50 feet. The Contractor shall provide copies of the video inspections to the Engineer. Video inspections shall be on format that can be downloaded on the city’s computers for viewing. All video inspections shall include the following information on the video: a) The name of the project and the name of the Contractor. b) The name of the street and the cross street if applicable. c) The beginning and ending manhole numbers, drywells, or catch basins, as referenced to the approved construction plans. d) The direction that the camera is traveling (either upstream or downstream). e) The distance shall be shown on the video inspection at all times, from the beginning manhole, catch basin, or drywell, as referenced to 0.0 feet for the beginning structure. f) For each structure, the camera shall perform a full video inspection of the inside of the structure. g) All abnormal conditions shall be noted, including repairs, debris, fractures, bellies, and standing water. Where abnormalities are noted, the Contractor shall be on notice that the pipe may not be in acceptable condition until repairs are completed, and the main is re-televised. The television inspection shall be completed after the subgrade is prepared, and the Contractor shall not perform paving operations until the Engineer has reviewed video inspection reports and determined that the storm sewer lines are in acceptable condition. Moses Lake Council Packet 01-10-23, Page 408 of 592 All costs to provide video inspections shall be borne by the contractor, and the City will not provide television inspection services on storm sewer lines that are not yet accepted by the City. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7-05.1 DESCRIPTION The section is supplemented with the following: The developer shall provide completed Washington State Department of Ecology (DOE) Underground Injection Control (UIC) applications to the Engineer Stormwater Manager for registering all proposed drywells with DOE, along with a reduced set of Construction Plans (11-inch by 17-inch). The City will assign a unique identification number for the applications and submit the completed applications to DOE for approval. Drywells will not be permitted for installation, and Construction Plans will not be approved for construction, until the City receives notification from DOE that the drywells are “Rule Authorized”. 7-05.2 MATERIALS The section is supplemented with the following: Construction Geosynthetic ................................................................................ 9-33 Utility castings shall be as shown on the appropriate construction detail. 7-05.3 CONSTRUCTION REQUIREMENTS The section is supplemented with the following: Entry couplings shall be used for all PVC pipe penetrations, with the exceptions for drywells. Mortar shall be applied between the pipe or entry coupling and the structure, where the pipe penetrates the structure, from both the interior and exterior of the structure. The manhole lid and ladder rungs shall be located directly above the inflow pipe where the inflow pipe is opposite from the effluent pipe. However, on manholes with dual entries or drop connections, the ladders shall be placed as directed by the Engineer, so that the flow does not enter at the ladder. The Contractor shall bring channels together smoothly with well-rounded junctions. Channel sides shall be carried up vertically to the crown elevation of the various pipes, and the concrete shelf between channels shall be smoothly finished and warped evenly with slopes to drain. Moses Lake Council Packet 01-10-23, Page 409 of 592 The Contractor shall seal catch basins on the outside by placing Portland Cement Concrete from 1-inch below the top of the base section to 1.5-inch below the top of the frame. The Contractor shall seal the frame and adjustment rings inside the catch basin with a non-shrink-type concrete or grout. The Contractor shall install new frames, grates, and covers as directed by the Engineer whenever existing frames are adjusted. Replacement frames, grates, and covers shall be provided by the City. The Contractor shall deliver salvageable frames, grates, and covers to the City Shop at 11789 Road 4 NE if the Engineer determines that they are salvageable; otherwise, they shall become the property of the Contractor. The Contractor shall store construction fabric for drywells in a dry place off the ground. Rolls shall be placed straight in piles. The construction material shall not be exposed to sunlight for more than a total of 40 hours, either during storage or placement. The surface to be covered by the fabric shall be graded uniformly so that it is free from protruding rocks or other objects. The fabric shall be placed loosely as a liner for the ditch to avoid placing the fabric in tension upon backfilling. The fabric shall be placed with overlaps of 1 foot. The Contractor shall not operate equipment directly on the fabric. The Contractor shall repair or replace any fabric that is punctured or disturbed during construction in accordance with Section 2-12. The Contractor shall provide mechanical compaction for drain rock that is placed below the base prior to placing the base. 7-05.3(1) ADJUSTING MANHOLES AND CATCH BASINS TO GRADE The section is supplemented with the following: Manholes and catch basins shall be adjusted in accordance with Section 5-07. 7-05.3(2) ABANDON EXISTING MANHOLES The section is revised by replacing the first sentence of the Section with the following: Where it is required that an existing manhole be abandoned, the structure shall be broken down to a depth of at least 4 feet below the revised finish grade, all connections shall be plugged with non-shrink-type concrete or grout, and the manhole shall be filled with select backfill and compacted to 95 percent maximum density. 7-05.3(3) CONNECTIONS TO EXISTING MANHOLES Moses Lake Council Packet 01-10-23, Page 410 of 592 The section is supplemented with the following: The Contractor shall carefully penetrate the wall of the manhole at the elevation shown on the Construction Plans. PVC pipe penetrations shall be made using an authorized pipe entry coupling. The following section (7-05.3(5)) is added: 7-05.3(5) DRYWELL The Contractor shall compact the base layer of drain rock prior to placing the drywell base. Construction geotextile shall be placed between the drain rock and the existing soil. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.2 MATERIALS The section is replaced with the following: Gravel Backfill for Foundations ..........................................................................9-03.12(1) Gravel Backfill for Pipe Zone Bedding ...............................................................9-03.12(3) Gravel Backfill for Drains ...................................................................................9-03.12(4) 7-08.3 CONSTRUCTION REQUIREMENTS 7-08.3(1) EXCAVATION AND PREPARATION OF TRENCH 7-08.3(1)C BEDDING THE PIPE The section is supplemented with the following: Contractor shall install pipe zone bedding material as shown on the Trenching and Bedding Detail. Pipe bedding shall conform to Section 9-03.12(3) or Section 9-03.22 for pipes installed above groundwater and above seasonal groundwater zones. Pipe bedding shall conform to Section 9-03.12(4) for pipes installed in groundwater or in seasonal groundwater zones. 7-08.3(2) LAYING PIPE 7-08.3(2)A SURVEY LINE AND GRADE Moses Lake Council Packet 01-10-23, Page 411 of 592 The section is revised by replacing the first paragraph with the following: Survey line and grade control hubs shall be set in accordance with Section 1-05.4(1). 7-08.3(2)G JOINTING OF DISSIMILAR PIPE The section is replaced with the following: Dissimilar pipe shall be jointed with a factory-fabricated adapter coupling as authorized by the Engineer. 7-08.3(3) BACKFILLING The section is revised by replacing sentences 3 thru 6 of paragraph 4 with the following: The Contractor shall place backfill above the pipe zone bedding in horizontal layers that are no greater than 18-inches thick with a maximum aggregate of 12-inches or less. The Contractor shall compact each layer to 95 percent maximum density. Maximum density and optimum moisture shall be in accordance with Compaction and Moisture Control Tests of Section 2-03.3(14)D. Material that is excavated from the trench may be used for backfill above the pipe zone, except that organic material, frozen lumps, wood, or pavement chunks, concrete, or other foreign material shall not be used. The following section (7-08.3(5)) is added: 7-08.3(5) DETECTABLE MARKING TAPE The Contractor shall install detectable marking tape above all culverts, stormwater pipes, water pipes, conduits, and sanitary sewer pipes. The tape shall be placed 2 feet above the top of the pipe for the entire length of the pipe. Marking tape shall be in accordance with Section 9-15.18. 7-09 WATER MAINS 7-09.2 MATERIALS The section is revised by deleting the following materials: Steel Pipe (6 inches and over) ................................................................. 9-30.1(4)A Fittings for Steel Pipe (6 inches and over) .............................................. 9-30.2(4)A Steel Pipe (4 inches and under) ............................................................... 9-30.1(4)B Fittings for Steel Pipe (4 inches and under) ............................................ 9-30.2(4)B Moses Lake Council Packet 01-10-23, Page 412 of 592 7-09.3 CONSTRUCTION REQUIREMENTS The section is supplemented with the following: Hydrant assemblies shall be installed within 4 feet of all new dead-end water mains before being placed in service. Blow-off assemblies may be authorized by the Engineer in lieu of hydrant assemblies for temporary dead-end water mains that are to be placed in service. Blow-off assemblies are not authorized for installation on dead-end water mains within permanent cul-de-sacs. Tees, not crosses, shall be used for all branches to private water mains and services. Consecutive tees shall be separated by at least two feet of pipe, between the outer edges of the tees. 7-09.3(5) GRADE AND ALIGNMENT The section is revised by replacing sentence 1 of paragraph 3 with the following: The depth of trenching for water mains shall provide 42 inches of cover over the top of the pipe unless otherwise shown on the Construction Plans or authorized by the Engineer. 7-09.3(7) TRENCH EXCAVATION The section is revised by replacing paragraph 3 with the following: Trench excavation within right-of-way or municipal easements shall not be more than 150 feet ahead of the pipe-laying operation. The Engineer may approve a trench to remain open overnight in low-volume traffic areas. This allows a Contractor to avoid backfill and re-excavation operations in the area directly surrounding the end of a pipe. The Contractor assumes all responsibility for the open trench and safety-protection measures. 7-09.3(7)B ROCK EXCAVATION The section is revised by replacing sentence 2 of paragraph 1 with the following: Ledge rock, boulders, or stones shall be removed to provide a clearance of 6 inches under the pipe. 7-09.3(9) BEDDING THE PIPE The section is revised by replacing sentence 1 and 2 with the following: Moses Lake Council Packet 01-10-23, Page 413 of 592 The Contractor shall install pipe zone bedding material as shown on the Trenching and Bedding Detail. Pipe zone bedding material shall conform to Section 9-03.12(3) or Section 9-03.22 for pipes installed above groundwater and above seasonal groundwater zones. Pipe zone bedding material shall conform to Section 9-03.12(4) for pipes installed in groundwater or in seasonal groundwater zones. 7-09.3(11) COMPACTION OF BACKFILL The section is revised by replacing the second sentence of paragraph 2 with the following: In such cases, the backfill material shall be placed in successive layers not exceeding 18 inches in loose thickness, and each layer shall be compacted with mechanical tampers to the density specified herein. 7-09.3(17) LAYING DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT The section is replaced with the following: The Contractor shall lay all ductile iron pipe, valves, and fittings with a polyethylene encasement installed in accordance with AWWA C105. 7-09.3(19) CONNECTIONS 7-09.3(19)A CONNECTIONS TO EXISTING MAINS The section is revised by replacing paragraph 1, 2, and 5 with the following: The Contractor shall coordinate with the Water Department Development Engineering for all operations to fill, flush and connect new water lines to the city water system. The Water Department will take samples for the bacteriological test after the designated time unless otherwise mutually agreed. Method 1 ̶ Isolation The Contractor shall not connect new water mains to existing water mains until a satisfactory bacteriological report has been received by the Engineer and the new water main has passed the hydrostatic pressure test. A backflow prevention assembly that has been authorized by the Water Division Supervisor shall be used on the supplying water line when the new water main is filled during disinfection and flushing operations. Method 2 ̶ Lockout Moses Lake Council Packet 01-10-23, Page 414 of 592 Water mains may be connected to existing water mains prior to passing a bacteriological test provided that the following conditions are met: 1. All materials used in the connection shall be disinfected. The interiors of all pipe and fittings including couplings and sleeves shall be swabbed or sprayed with 1-percent hypochlorite solution before they are installed. 2. The Contractor shall install a new isolation valve to separate the new main from the existing main. However, an existing valve may be used as the isolation valve, provided that no services are installed between the existing valve and the point of connection. Existing valves are not guaranteed by the City. Where the Contractor uses an existing valve as an isolation valve, and the existing valve does not hold the required test pressures for a new water main, the Contractor shall replace the existing valve with a new valve that holds the required pressure. 3. The isolation valve shall only be operated by Water Division personnel and shall have a lockout installed on the valve to assure no unauthorized person operates the valve. 4. The new main shall be vented to the atmosphere whenever the valve is open. These procedures are to prevent any backflow from the new main due to back pressure. If an unsatisfactory bacteriological test report is obtained, the valve shall remain closed and the new main shall be disinfected by injection of a chlorine solution at a location near the valve. Connections and taps to existing water mains shall be made by the Water Division unless otherwise authorized by the Water Division Supervisor. The Contractor shall contact the Water Division Supervisor at least 48 hours prior to making the connection or tap. The Contractor shall submit a list of materials to the Engineer, prior to excavation, that includes fittings, valves, tapping tees, and other items required for the connection. The Contractor shall furnish all labor, equipment, materials, excavation, backfill, and compaction, required to connect to the existing main; however, the actual connection or tap shall be made by Water Division personnel. However, when the connection is being made to a water main stub that is not in service, the connection may be made by the Contractor provided that the Engineer is present. When the work requires an interruption of service the affected customers shall be notified in advance. The Water Division Supervisor, Engineer, and Contractor shall mutually agree upon a date and time for the work to be performed. The schedule shall allow ample time for the Contractor to mobilize labor, materials, and equipment; and for the Water Division to notify all affected customers. Moses Lake Council Packet 01-10-23, Page 415 of 592 7-09.3(20) DETECTABLE MARKING TAPE The section is replaced with the following: Marking tape shall be placed over all water pipes including service lines. The Contractor shall install the tape approximately 2 feet above the top of the line for the full length of the line. Marking tape shall meet the requirements of Section 9-15.8. 7-09.3(21) CONCRETE THRUST BLOCKING The section is revised by replacing paragraph 1 with the following: Portland Cement Concrete thrust blocking shall be installed at all bends, tees, dead ends, and crosses in accordance with the details and as shown on the Construction Plans. Portland Cement Concrete thrust blocking shall meet the requirements of Section 6-02. Hydrants shall be restrained in accordance with Section 7-14.3(2)A. All reducers shall be restrained in accordance with the details, as shown on the Construction Plans, and as authorized by the Engineer. 7-09.3(23) HYDROSTATIC PRESSURE TEST The section is supplemented with the following: A successful pressure test shall be performed by the Contractor within 30 days of a satisfactory bacteriological sample, otherwise an additional satisfactory bacteriological sample shall be taken. 7-09.3(23)A TESTING EXTENSIONS FROM EXISTING MAINS The section is deleted. 7-09.3(23)B TESTING SECTION WITH HYDRANTS INSTALLED The section is deleted. 7-09.3(23)C TESTING HYDRANTS INSTALLED ON EXISTING MAINS The section is deleted. 7-09.3(24) DISINFECTION OF WATER MAINS The section is supplemented with the following: Moses Lake Council Packet 01-10-23, Page 416 of 592 When a pressure test fails, and any portion of the piping system is taken apart or replaced, the Contractor shall re-chlorinate the water main as directed by the Engineer. If a section of pipe has not passed a pressure test within 30 days of a satisfactory bacteriological sample, then the line shall be flushed and re-sampled before additional pressure tests shall be allowed. If a section of pipe is required to be retested, the Contractor shall pay the additional costs to refill, reflush, and resample the section. The costs are as follows: Water Sample purity Per current fee schedule Refilling and Reflushing main (each time) Per current fee schedule These fees shall be paid prior to refilling, reflushing, and resampling. The following section (7-09.3(25)) is added: 7-09.3(25) TRACER WIRE A solid copper tracer wire shall be taped to the top of all PVC water mains installed and to all service lines between the water main and the water meter. The wire installation shall conform to the details. 7-12 VALVES FOR WATER MAINS 7-12.3 CONSTRUCTION REQUIREMENTS The section is supplemented with the following: The Contractor shall replace existing valve boxes with new valve boxes that are provided by the City of Moses Lake as if directed by the Engineer. The Contractor shall install valves 10 feet from all tees and crosses; however, valves on the branch side of a tee should be FL x MJ valves, bolted to the tee. Main-line valves shall be installed every 800 lineal feet of pipe installed in residential areas, and every 500 lineal feet in commercial-use and industrial-use areas. When connecting to an existing water main with a tapping sleeve and valve, additional valves are not required to be installed on the existing main. 7-14 HYDRANTS Moses Lake Council Packet 01-10-23, Page 417 of 592 7-14.3 CONSTRUCTION DETAILS 7-14.3(1) SETTING HYDRANTS The section is revised by replacing sentence 1 of paragraph 1 with the following: Hydrants shall be constructed and installed in accordance with the Hydrant Assembly Detail. In areas without sidewalks, hydrants shall be installed to the elevation as authorized by the Engineer. Hydrants shall be located and oriented as required or authorized by the Fire Marshal. Where a hydrant is required at an intersection, it should be located out of the curve, near the point of curvature. Construction Plans with on-site fire hydrants shall be approved by the Fire Marshal prior to installation. 7-14.3(2) HYDRANT CONNECTIONS The section is replaced with the following: Hydrant laterals shall consist of a section of 6-inch pipe from the main to the hydrant and shall include an auxiliary gate valve set vertically and placed in line in accordance with the details. Bell and spigot connections and mechanical joints shall be restrained joints. Concrete thrust blocks and shackle rods are not allowed except as authorized by the Engineer on existing hydrant lines being extended. 7-14.3(2)A HYDRANT RESTRAINTS The section is replaced with the following: Hydrants shall be restrained in accordance with the details and as shown on the plans. 7-14.3(2)B AUXILIARY GATE VALVES AND VALVE BOXES The section is replaced with the following: Auxiliary gate valves and valve boxes shall be installed in accordance with Section 7 12. 7-15 SERVICE CONNECTIONS 7-15.1 GENERAL The section is replaced with the following: Moses Lake Council Packet 01-10-23, Page 418 of 592 This Work consists of installing the service connections from a municipal or private main to the water meter for the premises served. Service connections for commercial, industrial, and residential premises are included in the Work. Services installed from private water mains shall be installed at locations that are authorized by the Engineer, on private property. The City does not provide maintenance for services that are installed from a private water main, except for the actual meter and strainer within the service tile or vault. 7-15.3 CONSTRUCTION REQUIREMENTS The section is revised by replacing sentence 1 of paragraph 2 with the following: The depth of trenching for service connection piping shall provide 30 inches of cover over the top of the pipe. The last sentence of paragraph 4 is replaced with the following: The Contractor shall not commence work that involves interruption of water service until all affected customers have been notified 24 hours in advance by the Water Division of the scheduled water service interruption. The last sentence of paragraph 5 is replaced with the following: All fittings, appurtenances, and other miscellaneous materials on the sections of existing pipe that have been removed shall become the property of the Contractor, except for the meter and all items determined by the Engineer as salvageable. The section is supplemented with the following: The excavation for the vault shall be large enough to allow room for compaction of backfill. The vault shall be set on 6 inches of select backfill compacted to 95 percent of maximum density. Backfill material that is placed within 2 feet of the structure shall be free of rocks that are larger than 4 inches in diameter; and native backfill material that does not meet this requirement shall be replaced with select backfill. The Contractor shall schedule construction operations so that water service customers are not without water for more than 4 consecutive hours. All new water service lines from the meter to the building envelope shall be constructed in accordance with Community Street and Utility Standards. Water service lines installed outside the corporate limits shall require a Street and Utility Construction permit from the City. Moses Lake Council Packet 01-10-23, Page 419 of 592 The Municipal Services Department shall inspect the following items prior to meter installation: a. All water service lines that are installed in Municipal right-of-way or easements. b. All water service lines that are shown on Construction Plans. c. All water service lines outside the corporate limits, served with City water, that are installed outside the building envelope. The Building Department shall inspect the following items prior to meter installation: a. All water service lines installed in the corporate limits, between a building and existing water service line, outside the right-of-way or municipal easement. The following section (7-15.3(2)) is added: 7-15.3(2) SERVICE METER The Water Division shall provide and install service meters that are 2 inches and smaller, at prices established by City ordinance. The Contractor shall provide and install authorized service meters that are larger than 2 inches. Service meter assemblies that are 2-inches and smaller, and connected to municipal water mains, shall be installed in the sidewalk whenever possible; otherwise, the 2-inch and smaller meter assemblies from a municipal main shall be installed in the center of a 5- foot by 5-foot by 6-inch Portland Cement Concrete pad, within the right-of-way, at locations authorized by the Engineer. Portland Cement Concrete for meter pads shall be Class 3000. Service meters that are installed on private water mains, and all water services greater than 2-inches shall be installed out of the right-of-way, at locations as shown on the Construction Plans or authorized by the Engineer. All water services installed on private property require a municipal access easement on the property where the meters are located. Service meters that are within the traveled way in commercial-use or industrial-use areas shall be installed in traffic-rated vaults. All water service meters shall be in a separate tile or vault, regardless of whether the tile or vault is municipal or private. Multiple meters are not authorized for installation in the same vault or tile. The following section (7-15.3(3)) is added: Moses Lake Council Packet 01-10-23, Page 420 of 592 7-15.3(3) WATER/SEWER CROSSINGS Where water mains and sewer mains cross, the Work shall be constructed in accordance with current Washington State Department of Ecology requirements. The following section (7-15.3(4)) is added: 7-15.3(4) BEDDING THE PIPE Pipe zone bedding material shall conform to the requirements of Section 7-09.3(9). The following section (7-15.3(5)) is added: 7-15.3(5) BACKFILLING TRENCHES Backfill shall conform to the requirements of Section 7-09.3(10). The following section (7-15.3(6)) is added: 7-15.3(6) COMPACTION OF BACKFILL Compaction of trenches shall conform to the requirements of Section 7-09.3(11). 7-17 SANITARY SEWERS The section is revised by changing the title as follows: 7-17 GRAVITY SANITARY SEWERS 7-17.2 MATERIALS The section is revised by replacing the first paragraph with the following: Pipe used for gravity sanitary sewers can be ductile iron (rigid) or PVC (thermoplastic). The section is revised by replacing the fourth paragraph with the following: Materials shall meet the requirements of the following sections: Solid wall PVC Sanitary Sewer Pipe 9-05.12(1) Ductile Iron Sewer Pipe 9-05.13 Moses Lake Council Packet 01-10-23, Page 421 of 592 7-17.3 CONSTRUCTION REQUIREMENTS 7-17.3(2) CLEANING AND TESTING 7-17.3(2)A GENERAL The section is revised by replacing paragraph 1 with the following: All gravity sewer pipe and appurtenances shall be tested after backfilling, in accordance with Section 7-17.3(2)F. All gravity sewer mains shall be thoroughly cleaned by a method authorized by the Engineer. All gravity sewer mains shall be installed at the minimum grade allowed by WSDOE unless evidence shows that other properties will not be served by the installation of the deeper sewer main. The ends of all new gravity sewer mains shall terminate with a manhole. The section is supplemented with the following: The Contractor shall lay all ductile iron pipe, valves, and fittings with a polyethylene encasement installed in accordance with AWWA C105. 7-17.3(2)F LOW PRESSURE AIR TEST FOR SANITARY SEWERS CONSTRUCTED OF NON-AIR PERMEABLE MATERIALS The section is replaced with the following: All gravity sewer and appurtenances shall be tested at 5 psi for 5 minutes. An acceptable test shall not show any visible pressure loss on the gauge. The gauge shall be calibrated to a maximum of 30 psi. At completion of the test, the pressure shall be released so that the gage may be verified to return to zero psi. 7-17.3(2)H TELEVISION INSPECTION The section is replaced with the following: All municipal and private gravity sewer mains shall be inspected by the use of a television camera. The Contractor shall provide copies of the video inspections to the Engineer. Video inspections shall be on format that can be downloaded on the city’s computers for viewing. Moses Lake Council Packet 01-10-23, Page 422 of 592 All video inspections shall include the following information on the video: a. The name of the project and the name of the Contractor. b. The name of the street and the cross street if applicable. c. The beginning and ending manhole numbers, as referenced to the approved construction plans. d. The direction that the camera is traveling (either upstream or downstream). e. The distance shall be shown on the video inspection at all times, from the beginning manhole, as referenced to 0.0 feet for the beginning manhole. f. For side services, the camera shall stop and video inside the service connection. The distance from the beginning manhole to each service connection shall be shown on the video inspection. g. For each manhole, the camera shall perform a full video inspection of the inside of the manhole. h. All abnormal conditions shall be noted, including repairs, debris, fractures, bellies, and standing water. Where abnormalities are noted, the Contractor shall be on notice that the pipe may not be in acceptable condition until repairs are completed, and the main is re-televised. The television inspection shall be completed after the subgrade is prepared, and the Contractor shall not perform paving operations until the Engineer has reviewed video inspection reports and determined that the sanitary sewer lines are in acceptable condition. All costs to provide video inspections shall be borne by the contractor, and the City will not provide television inspection services on sewer lines that are not yet accepted by the City. 7-18 SIDE SEWERS The section is revised by replacing the title with the following: 7-18 BUILDING SEWERS 7-18.2 MATERIALS The section is supplemented with the following: Detectable Marking Tape 9-15.18 7-18.3 CONSTRUCTION REQUIREMENTS Moses Lake Council Packet 01-10-23, Page 423 of 592 7-18.3(1) GENERAL The section is supplemented with the following: All new building sewer lines shall be constructed in accordance with Community Street and Utility Standards. Building sewers outside the corporate limits shall require a Street and Utility Construction permit from the City. All new building sewer lines shall be connected to the POTW downstream from a manhole. The following building sewers shall be inspected by the Municipal Services Department prior to service: 1. All building sewers that are installed in right-of-way or easements. 2. All building sewers that are shown on Construction Plans. 3. All building sewers outside the corporate limits, served with City sewer, that are installed outside the building envelope. The following building sewers shall be inspected by the Building Official prior to service: 1. All building sewers that are installed in the corporate limits, between a building and existing building sewer line stub, outside the right-of-way or municipal easement. Building sewer locations shown on the Construction Plans are subject to relocation in the field by the Engineer. Slopes for building sewers within the right-of-way shall not be less than ¼-inch vertical to 1-foot horizontal. However, where 6-inch diameter or larger service pipe is allowed to accommodate larger service flows, slopes may be reduced on building sewers as allowed by WSDOE and as authorized by the Engineer. Slopes for building sewers outside of the right-of-way shall be as authorized by the Building Official. New building sewers installed to the POTW shall be installed through the public utility easement. 7-18.3(5) END PIPE MARKER The section is replaced with the following: The Contractor shall mark the location of the end of the building sewer with a #4 rebar, if the building sewer will not extend to building connection when the building sewer is installed. The rebar shall extend from the end of the building sewer up to the finished Moses Lake Council Packet 01-10-23, Page 424 of 592 grade. The Contractor shall cut the top of the rebar flush with the finish grade and shall install a red plastic “Sewer Service” cap provided by the Engineer. The following section (7-18.3(6)) is added: 7-18.3(6) DETECTABLE MARKING TAPE The Contractor shall install detectable marking tape over all side sewer lines. The tape shall be placed approximately 2 feet above the top of the line and shall extend the full length of the pipe. Where the building sewer does not extend to a building connection when the building sewer is installed, the tape shall be tied off to the #4 rebar that marks the end of building sewer. The following sections (7-20) are added: 7-20 SANITARY SEWER FORCE MAINS AND SERVICES 7-20.1 DESCRIPTION This work shall consist of constructing sanitary sewer force mains, low-pressure sewer mains, and low-pressure services in accordance with Sections 7-09 and 7-12. Work on sanitary sewer force mains, low-pressure mains, and low-pressure building sewers shall exclude Section 7-09.3(24). All building pressure sewers outside the City limits require a Street and Utility Construction Permit from the City. A. The following building pressure sewers shall be inspected by the Municipal Services Department prior to service: 1. All building pressure sewers that are installed in right-of-way or easements. 2. All building pressure sewers that are shown on Construction Plans. 3. All building pressure sewers outside the corporate limits, served with City sewer, that are installed outside the building envelope. B. The following building pressure sewers shall be inspected by the Building Official prior to service: 1. All building sewers that are installed in the corporate limits, between a building and existing building pressure sewer, outside the right-of-way or municipal easement. Moses Lake Council Packet 01-10-23, Page 425 of 592 7-20.2 MATERIALS Materials shall meet the requirements of the following sections: Polyethylene Encasement 7-09.3(17) Detectable Marking Tape 9-15.18 Ductile Iron Pipe 9-30.1(1) Polyvinyl Chloride (PVC) Pipe 9-30.1(5) Fittings 9-30.2 Ductile Iron Pipe Fittings 9-30.2(1) Polyvinyl Chloride (PVC) Pipe Fittings 9-30.2(5) Gate Valve (3 inches to 12 inches) 9-30.3(1) Combination Air Release & Air Vacuum Valve 9-30.3(7) Check Valves 9-30.3(9) Where wastewater flows are required to be measured, for either billing or for wastewater permits, meters or flow measuring devices shall be as authorized by the Engineer. 7-20.3 CONSTRUCTION REQUIREMENTS On-site building sewers shall have at least 30 inches of cover. Septic tanks and pump tanks shall be at least 50 feet from surface water, measured from the ordinary high-water mark, and at least 5 feet from foundations and in-ground swimming pools, easements, and property lines. On-site building sewers shall be at least 10 feet from surface water, as measured from the ordinary high-water mark, and at least 2 feet from building foundations and in-ground swimming pools. On-site building sewers do not have a restriction for distance from property lines or easements. Building sewers that cross public water system mains shall meet DOE’s standards. 7-20.3(1) DETECTABLE MARKING TAPE The Contractor shall install detectable marking tape over the sewer main. The tape shall be placed approximately 2 feet above the top of the sewer main over the entire length of the pipe. 7-20.3(2) TRACER WIRE Moses Lake Council Packet 01-10-23, Page 426 of 592 Tracer wire shall be installed on all pressure sewer mains and pressure building sewers. 7-20.3(3) TESTING The Contractor shall test the force main in accordance with Section 7-09.3(23), Hydrostatic Pressure Test; except that the test pressure shall be 150 psi in excess of that in which they will operate, but not less than 225 psi. 7-20.3(4) LAYING DUCTILE IRON PIPE AND FITTINGS WITH POLYETHYLENE ENCASEMENT Ductile iron pipe and iron pipe fittings shall be laid with polyethylene encasement. Polyethylene encasement shall be installed in accordance with AWWA C105. 7-20.3(5) SERVICE METER FOR WASTEWATER Service meters may be required by the City prior to connecting to the POTW in situations where the volume of sewage cannot be determined by water usage, and may be authorized by the City when requested by the Owner in situations where the volume of sewage is substantially less than water usage. The Contractor shall provide and install service meters whenever sewage meters are required or authorized by the City. All wastewater meters should include a bypass line, with locking ball valves, to allow the meter to be removed for inspection, replacement, or service without stopping the wastewater flow to the POTW. All Work shall be in accordance with Construction Plans and details. Where wastewater meters are authorized and accepted by the City for determining wastewater flows for billing purposes, the meter shall be installed in a municipal easement or right-of-way, and when accepted by the City, will be maintained and serviced by the City. Meters shall be Badger M2000 Electromagnetic Flow Meter and shall include an ERT. ERT shall be Orion Cellular LTE-M End Point. All sewage that is required or authorized to be metered shall be from a pressure sewer service that first passes through a septic tank, and then to a private pump station. All pumps, pipes, septic tanks, valves, electrical service, vaults, meter, remote reader, bypass, and other appurtenances required to install the metered sewer service shall be owned and maintained by the Owner, but the isolation valve shall be owned, serviced, and maintained by the City. All septic tanks shall be sized for the rate of discharge and shall be pumped by the owner every four years. The owner shall provide pumping tickets to City every four years for continued sewage service. Moses Lake Council Packet 01-10-23, Page 427 of 592 Service meters for sewage shall be installed out of the right-of-way at locations shown on the Construction Plans. All metered sewer services require a municipal access easement on the property where the meters are located. Sewage service meters that are within the traveled way in commercial-use or industrial- use areas shall be installed in traffic-rated vaults. The Owner shall pay for the electric cost for the flow meter and shall notify the City in the event that power flow to the sewage meter is interrupted. The following Section [7-21] is added: 7-21 MANHOLES DOWNSTREAM OF FORCE MAINS Where force mains tie into gravity sewer mains, the first downstream manhole shall be installed with protective concrete mixtures or lined with a protective liner. Authorized products shall be submitted to the engineer for authorization prior to installation. DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.1 DESCRIPTION The section is supplemented with the following: A Construction Stormwater General Permit construction permit is required from WSDOE Washington State Department of Ecology prior to construction for all construction projects that are one acre or larger and if there is any possibility if stormwater from the construction site could discharge to Moses Lake or associated wetlands. 8-01.3 CONSTRUCTION REQUIREMENTS 8-01.3(9) SEDIMENT CONTROL BARRIERS 8-01.3(9)D INLET PROTECTION The section is revised by replacing paragraph 1 with the following: Inlet protection shall be performed below grade. The Contractor shall install inlet protection devices for catch basins in accordance with Community Standard Details. Moses Lake Council Packet 01-10-23, Page 428 of 592 Inlet protection devices shall be inspected and cleaned every two weeks and after storm events. 8-02 ROADSIDE RESTORATION 8-02.3 CONSTRUCTION REQUIREMENTS The following section (8-02.3(17)) is added: 8-02.3(17) TREE PLANTER The Contractor shall construct the tree planter in accordance with the Plans and Specifications. The soil within the tile shall be water settled. Soil outside the tile zone shall be compacted at 95 percent modified proctor. One 2-inch PVC sleeves for the irrigation pipe shall be installed in the edging curb parallel to back of curb. 8-03 IRRIGATION SYSTEMS 8-03.1 DESCRIPTION The section is supplemented with the following: The irrigation system includes bubblers, valve boxes, piping, drain pipes, poly pipe, quick coupling devices, double check-valve backflow assembly, Y strainer, valves, electric control valves, battery operated controller with hand-held programmer, 30-inch water meter tile with cast iron ring and cover, and all fittings and miscellaneous items to complete the installation of the irrigation system in accordance with the Plans. All fittings and materials downstream from the water meter shall be schedule 40 PVC. The Contractor shall coordinate tie-in work to existing irrigation system with the Parks Maintenance Supervisor, (509)764-3816. 8-03.2 MATERIALS The section is supplemented with the following: Double Check-valve Backflow Assembly 9-15.11 8-03.3(5) INSTALLATION The section is revised by replacing the first paragraph with the following: Moses Lake Council Packet 01-10-23, Page 429 of 592 Type K copper pipe shall be used from the water meter or service connection through the cross-connection control device. 8-03.3(13) IRRIGATION WATER SERVICE The section is replaced with the following: The water meter will be installed by the City after the Contractor has completed the water service installation, including all service pipe, service fittings, corporation stop, saddle, tracer wire, meter setter, meter tile, and associated parts in accordance with the plans and specifications. The Contractor shall notify the Engineer at least two working days prior to the day that water service is requested. The water meter will be provided and installed by the City at no cost to the Contractor for irrigation meters to City property. Irrigation services for private property are subject to meter and System Development Charges per the current fee schedule. 8-03.3(14) IRRIGATION ELECTRICAL SERVICE The section is deleted. 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.1 DESCRIPTION The section is supplemented with the following: Replacement curb and gutter shall match the typical dimensions of adjacent curb and gutter unless otherwise directed by the Engineer. 8-04.3 CONSTRUCTION REQUIREMENTS 8-04.3(1) CEMENT CONCRETE CURBS, GUTTERS, AND SPILLWAYS The section is revised by replacing paragraph 1 with the following: Portland Cement Concrete curb, curb and gutter, and spillway shall be constructed with air entrained Portland Cement Concrete Class 3000 conforming to the requirement of Section 6-02. Roundabout truck apron cement concrete curb and gutter shall be constructed with air entrained concrete Class 4000 conforming to the requirements of Section 6-02. The section is revised by replacing sentence 1 of paragraph 3 with the following: Moses Lake Council Packet 01-10-23, Page 430 of 592 The foundation shall be watered thoroughly before the Portland Cement Concrete is placed, and the Portland Cement Concrete shall be well tamped and spaded in the forms. Vibration is not authorized. The section is revised by replacing sentence 4 of paragraph 3 with the following: The top, face, and gutter surfaces of the curb shall receive a light brush finish, parallel to the roadway. The section is revised by replacing sentence 1 and 2 of paragraph 4 with the following: The Contractor shall cut 1-inch-deep control joints in the curb and gutter at 10-foot intervals. However, some flexibility is allowed in the placement of joints so that joints in the curb may line up with the joints in the sidewalk or at transitions, as directed by the Engineer. Full-depth mastic shall be installed at 100-foot intervals and at points of curvature. However, mastic shall not be installed in depressed curb for driveways or curb ramps. The section is supplemented with the following: The Contractor shall provide forms that are clean and well-oiled prior to placement. The top of the form shall not depart from grade more than ⅛-inch when checked with a 10- foot straight edge and the alignment shall not vary more than ¼-inch in 10 feet, with the exception for curbs installed on curves. Curbs installed along curves shall not be constructed of straight curb segments. The Contractor shall remove pavement adjacent to the existing curb that is being removed for replacement. The Contractor shall remove enough pavement adjacent to the curb to allow for mechanical compaction of successive HMA layers, and additional pavement may be required to be removed to correct depressions or critical slopes in the pavement adjacent to the curb, as directed by the Engineer. HMA patches shall be placed in accordance with Section 5-06. However, the Contractor may not be required to remove any pavement for curb replacement provided that the edge of pavement is not disturbed during curb removal, the adjacent pavement is in good condition, and the adjacent pavement has the required grade for HMA at the completion of the curb replacement. The Contractor shall remove full sections of the existing curb when removing and replacing curbs and gutters. Except, the Contractor may salvage portions of curb adjacent to the curb that has been removed by saw-cutting the damaged ends, provided that the salvaged portion is completely intact, has not been moved or displaced by removing curb or sidewalk adjacent to it, and at least 6-feet of salvageable curb remains. The Contractor shall remove additional curb as directed by the Engineer if the adjacent curb has been Moses Lake Council Packet 01-10-23, Page 431 of 592 damaged at the point of connection. The Contractor shall install two (2) 12-inch, No. 4 rebar into each existing curb in accordance with the details. As an option to removing curb to install a new driveway approach in an existing curb, the Contractor may sawcut the face of curb to the shape of a standard curb cut. The back-of- curb shall not be greater than 1.5 inches above the flow line for driveway cuts. Portland Cement Concrete shall meet the cold-weather protection requirements specified in Section 8-14.3(3). 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES The entire section is replaced with the following: Driveways shall be constructed in accordance with Section 8-14. 8-13 MONUMENT CASES 8-13.1 DESCRIPTION The section is replaced with the following: This work shall consist of furnishing and placing iron pipe, brass monument, adjustment sleeve, monument case, and cover, in accordance with the details. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.1 DESCRIPTION The section is replaced with the following: The work shall consist of constructing Portland Cement Concrete sidewalks, driveways, slabs, and bike paths in accordance with these specifications and in conformity with the lines, grades, thicknesses, and typical cross-sections shown in the Construction Plans or as established by the Engineer. 8-14.2 MATERIALS The section is revised by replacing the first sentence of paragraph 2 with the following: Detectable warning surfaces for curb ramps shall meet the requirements of Section 9- 21.4. Moses Lake Council Packet 01-10-23, Page 432 of 592 8-14.3 CONSTRUCTION REQUIREMENTS The section is supplemented with the following: Sidewalks, curbs, driveways, and ramps that are removed and replaced to eliminate hazards or to repair underlying utilities shall be reconstructed to match the slope and grade of the existing concrete surfaces adjacent to the repair. All sidewalks, curbs, driveways, and ramps that are removed and replaced to accommodate revisions to existing driveways or ramps shall be reconstructed such that the entire driveway or entire ramp is constructed to current standards. 8-14.3(3) PLACING AND FINISHING CONCRETE The section is revised by replacing paragraph 2 with the following: The Contractor shall brush the surface of the sidewalks with a stiff bristled broom in a direction perpendicular to the curb, after troweling and after edging. The section is revised by replacing the third, fourth, and fifth paragraphs with the following: Control joints shall be spaced in accordance with the details and as directed by the Engineer. All control joints shall be perpendicular to the curb. The Contractor shall place expansion joints every 20 to 30 feet, to align with the spacing for control joints, as directed by the Engineer. Expansion joints shall not be installed in driveways or ramps. Expansion joints shall be installed perpendicular to the curb, for the full depth of concrete. The Contractor shall edge all joints and sidewalk edges with a ½-inch radius edger. Edgers for control joints shall be 1-inch deep. The Contractor shall not spray water on the surface of the concrete for finishing; however, a very light mist may be acceptable by the Engineer. The Contractor shall immediately cover all concrete with plastic if rain begins to fall before the concrete has set up. Any sidewalks that have been subjected to rain prior to setting may be rejected. Concrete finishes that have a vertical difference of ¼-inch or more between panels shall be rejected. Where brick pavers are being repaired or replaced, all adjacent pavers shall be installed with a vertical difference less than ¼-inch. Moses Lake Council Packet 01-10-23, Page 433 of 592 The Contractor shall remove one full section, or more, of existing sidewalk when removing and replacing sidewalks; except, the Contractor can sawcut the adjacent panels of sidewalk and salvage portions of sidewalk panels provided that the salvaged portion is completely intact, it has not been moved or displaced by removing curb or sidewalk panels adjacent to it, and it is 3-feet or longer. All sawcuts shall be perpendicular to the curb and shall extend to the back of sidewalk. The Contractor shall remove additional sidewalk as directed by the Engineer if adjacent sidewalk panels have been damaged. Cold Weather Protection To achieve adequate curing on sidewalks, curb, and driveway approaches, surface temperature of the Portland Cement Concrete shall be maintained by the Contractor above 50 degrees Fahrenheit for three days. When the National Weather Bureau Service predicts temperatures below 35 degrees Fahrenheit for the 72-hour period after Portland Cement Concrete is placed, the Contractor shall provide a thermometer on the finish Portland Cement Concrete surface, to record the lowest temperature. The Contractor shall maintain the thermometer and cold weather protection for the finished Portland Cement Concrete until the Portland Cement Concrete has been maintained above 50 degrees Fahrenheit for three days. The cure period does not need to be 3 continuous days but shall consist of three or more continuous periods of 24 hours or greater. If the lowest surface temperature of the concrete drops below 32 degrees Fahrenheit before the three-day cure period has been achieved, the Portland Cement Concrete may be rejected by the Engineer. 8-14.3(4) CURING The section is supplemented with the following: The Contractor may use clear pigment curing compound as an alternative to moist burlap or quilted blankets. The Contractor shall apply clear pigment in accordance with the procedures outlined in Section 5-05.3(13)A. The curing agent shall be applied immediately after brooming; except, between October 1st and March 31st, curing compound shall be applied immediately after brooming when recommended by the manufacturer for temperatures encountered. 8-14.3(5) DETECTABLE WARNING SURFACE The section is revised by replacing the first paragraph with the following: The detectable warning surface shall be located as shown in the Construction Plans or as directed by the Engineer. Placement of the detectable warning surface shall be in accordance with the manufacturer’s recommendation for placement in fresh Portland Cement Concrete, before the Portland Cement Concrete has reached initial set. For curb Moses Lake Council Packet 01-10-23, Page 434 of 592 ramps that are prone to vehicular traffic, the Engineer may require the truncated dome panels to be constructed of cast iron or ductile iron products. The following section (8-14.3(6)) is added: 8-14.3(6) DEPRESSED CURB FOR CURB RAMPS The Contractor shall construct depressed curbs for curb ramps at intersections where new Portland Cement Concrete curbs are being constructed. The Contractor shall also install depressed curb for an additional ramp across from new ramps at intersections where no existing ramps have previously been constructed, as directed by the Engineer. The Contractor shall replace depressed curbs for curb ramps that have been installed with a vertical rise of more than ½-inch within 3-inches of the center of the flow line. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8-20.3 CONSTRUCTION REQUIREMENTS 8-20.3(14) SIGNAL SYSTEMS 8-20.3(14)C INDUCTION LOOP VEHICLE DETECTORS The section is revised by replacing item No.10 with the following: 10. Sawcut sealant shall be Koch Flex-A-Fill crack sealant, 3M Detector Loop Sealant Black 5000, or as authorized by the Engineer. The section is supplemented with the following: 12. Sawcuts shall be clean and dry prior to loop installation. Loops shall be cut, rope installed, and cuts sealed the same day. 13. Sawcuts shall extend 6 inches beyond the angle cut. Rope shall extend and terminate 6 inches beyond the sawcut angle points. 8-21 PERMANENT SIGNING 8-21.3 CONSTRUCTION REQUIREMENTS 8-21.3(1) LOCATION OF SIGNS The section is replaced with the following: Moses Lake Council Packet 01-10-23, Page 435 of 592 Signs shall be located as shown on the Construction Plans and as directed by the Engineer. The sign locations shown in the Construction Plans are subject to relocation in the field as directed by the Engineer. 8-21.3(2) PLACEMENT OF SIGNS The section is supplemented with the following: The Contractor shall install permanent signs as shown on the Sign Installation Detail. 8-22 PAVEMENT MARKING 8-22.1 DESCRIPTION The section is supplemented with the following: Optional narrow elongated arrows in FHWA publication Standard Alphabet for Highway Signs and Pavement Markings are not authorized for installation. Contractor shall utilize city-provided stencils when directed by the Engineer. 8-22.2 MATERIALS The section is revised by replacing the first sentence with the following: Material for pavement marking shall be paint or Type B plastic in accordance with Section 9-34. All word, symbol, and transverse crosswalk line markings shall be Type B plastic. 8-22.3 CONSTRUCTION REQUIREMENTS 8-22.3(3)E INSTALLATION The section is revised by replacing the paragraph 2 with the following: The Contractor shall not apply paint unless the temperatures of both the pavement and the air are greater than 50 degrees Fahrenheit. And, when the temperature is less than 60 degrees Fahrenheit, paint shall not be applied if the temperatures are decreasing. The Contractor shall not apply Type B material unless the temperatures of both the pavement and the air are greater than 40 degrees Fahrenheit. And, when the temperature Moses Lake Council Packet 01-10-23, Page 436 of 592 is less than 50 degrees Fahrenheit, Type B materials shall not be applied if the temperatures are decreasing. The following sections (8-30) are added: 8-30 CONCRETE BRICK PAVER SIDEWALKS AND DRIVEWAYS 8-30.1 DESCRIPTION This work consists of the construction of concrete brick paver sidewalks and driveways using individual high strength concrete pavers as shown on the Plans, described herein, and in accordance with the manufacturer’s recommendations. Existing utilities within sidewalk areas shall be adjusted to finished grade by the Contractor prior to placing the concrete brick pavers. All tree planters, tree grates, trees, decorative lights, sidewalk drains, edging strips, irrigation and irrigation controls shall match existing unless otherwise directed by the Engineer. 8-30.2 MATERIALS Materials shall meet the requirements of the following sections: Sand Bedding for Concrete Brick Pavers 9-03.3 Detectable Warning Surfaces for Curb Ramps 9-21.4 Construction Geosynthetic 9-33 Efflorescence Cleaner for Concrete Brick Pavers 9-37 Sealer for Concrete Brick Pavers 9-38 Concrete Brick Pavers 9-40 8-30.3 CONSTRUCTION REQUIREMENTS 8-30.3(1) GENERAL 8-30.3(1)A REMOVAL AND SUBGRADE The Contractor shall not remove any concrete sidewalks until the City has received written verification of delivery from the concrete brick paver manufacturer stating that all the pavers will be delivered at the project site within the next 7 calendar days. Following removal of existing sidewalks and curbs, the Contractor shall perform excavation, grading, and compaction necessary to prepare the sidewalk and driveway Moses Lake Council Packet 01-10-23, Page 437 of 592 subgrade to the required elevation and density to receive the geotextile fabric, CSTC, sand, and concrete brick pavers. The finished subgrade shall be true to elevation and shall be compacted to 95 percent of maximum density. 8-30.3(1)B PLACING CRUSHED SURFACING The Contractor shall place and grade CSTC in all areas where the concrete sidewalks are removed and provide wood or other hard surfaced walkways to match all business entrances the same day the concrete sidewalk is removed and leave in place until the pavers are installed. Construction of concrete brick sidewalks and driveways using concrete brick pavers shall be in accordance with the Plans and the manufacturer’s recommended procedures. Prior to placing bedding sand, the CSTC base shall be leveled and compacted to 95 percent of maximum density. CSTC shall be placed and compacted to provide a uniform surface. Variation in grade shall not exceed more than ½-inch in 10 feet. Concrete utility structure edging in conformance with Section 8-30.3(2), shall be installed around all utility structures, poles, and vaults. 8-30.3(1)C PLACING BEDDING SAND The Contractor shall place bedding sand immediately ahead of the brick pavers laying process. Bedding sand shall be 1 inch thick. The Contractor shall spread granular pesticide for ant control on the bedding sand according to the manufacturer’s directions and all laws, codes, and rules. The Contractor shall keep equipment and pedestrians off the bedding sand prior to placing concrete brick pavers. 8-30.3(1)D PLACING CONCRETE BRICK PAVERS All joints between pavers and between pavers and the curbs, concrete sidewalk edging strips, and concrete utility structure edging shall be ⅛-inch. If joints exceed these limits, the Contractor shall evenly readjust the paver layout. The Contractor shall vibrate the pavers immediately after the edge pavers are installed and a complete surface exists before the surface is exposed to rain. Edge stones shall be placed along concrete sidewalk edging strip and the back of curb. Edge stone shall be installed the same day the bricks are laid. The pavers shall be compacted and set after each workday. Concrete pavers, within 3 feet of the laying face, shall be completely compacted at the end of each day. Concrete pavers shall be vibrated into the leveling course with low amplitude plate vibrator capable of a 3,500-to-5,000-pound compaction force. The vibrator shall make at least 3 passes across the concrete pavers. The Contractor shall spread dry sand and fill joints within 24 hours after vibrating pavers into the Moses Lake Council Packet 01-10-23, Page 438 of 592 leveling course. The Contractor shall brush and vibrate the sand until all joints are completely filled. Surplus sand shall be removed by the Contractor upon completion. Upon completion of the paver installation, the pavers shall be ⅟16-inch to ⅛-inch higher than the curb, concrete sidewalk edging strip, and concrete utility structure edging. If the pavers are too low, the Contractor shall remove the pavers, adjust the subgrade, and reinstall the pavers correctly. If the pavers are too high, the Contractor shall hand tamp the pavers to the desired elevation. When matching newly installed pavers to existing pavers, the Contractor shall remove five linear feet of the existing pavers. The Contractor shall then reinstall the pavers by mixing new pavers with the existing pavers to blend any color differences. The Contractor shall install charcoal colored concrete pavers at all driveways and alleyways as shown on the detail. 8-30.3(2) CLEAN AND SEAL CONCRETE BRICK PAVERS The Contractor shall apply efflorescence cleaner to all new or disturbed concrete brick pavers in accordance with manufacturer’s recommendation 3 months after concrete brick pavers have been installed. Then the Contractor shall thoroughly scrub concrete brick pavers with a bristle brush broom. Twenty-four hours after cleaning the bricks, the Contractor shall apply two coats of concrete sealer at a total rate of 100 sf/gal in accordance with manufacturer’s recommendation. Sealer shall be applied to concrete brick pavers and castings as shown on the plans and as directed by the Engineer. 8-30.3(3) CONCRETE UTILITY STRUCTURE EDGING Concrete utility structure edging shall be installed around all power poles, J-boxes, guy wires, signs, light posts, water meters, fire hydrants, and vaults. All power poles and guy anchors shall have a mastic strip placed around them prior to placing the concrete. Guy anchors shall have a ¾-inch plastic sleeve placed over the wire prior to placing the concrete. Concrete utility structure edging shall be formed so that the curb and building sides match the brick layout. The other two sides shall be formed symmetrical about the utility structure and the pavers shall be cut to match the concrete. Concrete utility structure edging may be installed after pavers are placed. 8-30.3(4) ADJUST WATER METER RING AND COVER Moses Lake Council Packet 01-10-23, Page 439 of 592 The ring and cover of all water meters as shown on the Plans shall be adjusted to match sidewalk grade. Concrete utility structure edging shall be constructed around the water meter in accordance with details. 8-30.3(5) SIDEWALK DRAIN The Contractor shall install sidewalk drains as shown on the plans and as directed by the Engineer. The following sections (8-31) are added: 8-31 CONCRETE SIDEWALK EDGING STRIP 8-31.1 DESCRIPTION This work consists of the construction of a concrete sidewalk edging strip, parallel to the building side of the sidewalk, and as transition joints and project termination points, at locations shown on the plans and as directed by the Engineer. The width of the concrete sidewalk edging strip shall be six to fourteen inches. The concrete sidewalk edging strip shall be twelve inches deep with two number four rebar, but rebar is not required if fibermesh concrete is placed for the concrete sidewalk edging strip. The concrete sidewalk edging strip shall be constructed so that the outside edge or edges will match the pattern and layout of the concrete brick pavers. Control joints shall be installed in the concrete sidewalk edging strip every 10 feet. Expansion joints shall be installed every 100 feet and shall be full depth of the concrete sidewalk edging strip but shall not be installed in driveways. 8-31.2 MATERIALS The materials used shall conform to the provisions in section 8-14.2 of the Standard Specifications. The following sections (8-32) are added: 8-32 TREE GRATES 8-32.1 DESCRIPTION This work shall include the installation of Tree Grates including exposed aggregate concrete work and grate frame installation. 8-32.2 MATERIALS Moses Lake Council Packet 01-10-23, Page 440 of 592 Exposed Aggregate 8-33 Reinforcing Steel 9-07 Tree Grates 9-14.9 Grate Frames 9-14.10 8-32.3 CONSTRUCTION REQUIREMENTS The grate frame shall be securely fastened to the curb in a manner that does not crack the curb. Where the Contractor is required or authorized to grout cracks and seams for the grate frame, non-shrink-type concrete or grout shall be placed within seams and cracks and shall be cleaned from the adjacent surfaces. 8-32.3(1) GRATE FRAME INSTALLATION Grate frames shall be anchored into new concrete. The grate frame shall be supported by casting it in concrete on three sides. After the concrete has cured, the side adjacent to the curb shall be attached to the curb with ⅜-inch by 3½-inch epoxy glue style expansion bolts located 3 to 6 inches below the top of the curb. 8-32.3(2) EXPOSED AGGREGATE CONCRETE The Contractor shall pour concrete between the existing tree planter and grate as shown in the details. The concrete shall be exposed aggregate complying with the requirements of section 8-33. The following sections (8-33) are added: 8-33 EXPOSED AGGREGATE 8-33.1 DESCRIPTION This item of work shall include all labor, material, equipment, and services required to provide the exposed aggregate finish to surfaces as shown in the plans. Care shall be taken to avoid discoloring or damaging the pavers adjoining the project. 8-33.2 MATERIALS Cleaner 9-37 Sealer 9-38 Retardant 9-39 8-33.3 CONSTRUCTION REQUIREMENTS Moses Lake Council Packet 01-10-23, Page 441 of 592 All exposed aggregate concrete shall achieve the same final effect as demonstrated on the first approved tree planter installation. Forms shall be cleaned and reconditioned before each use. Damage to forms during placing, removal, or storage shall be repaired prior to re-use. Forms with repairs, patches, or defects that may result in adverse effects to the concrete finish shall not be used. Forms and form joints shall remain watertight. Concrete shall be placed in accordance with Section 6-02 and shall meet the cold-weather protection requirements specified in Section 8-14.3(3). Forms for the exposed aggregate surface for members not yet supporting loads, including the members own load, may be removed as required to finish the exposed aggregate surface, provided the concrete has aged at least twelve hours, is of sufficient strength and hardness so as not to be damaged by the form removal operations, and curing and protection operations are maintained. Removal of forms on the remaining concrete surfaces shall be as specified in Section 6-02. After the forms are stripped, the surface mortar shall be removed from the exposed aggregate areas. A retardant coating shall be applied to the forms where exposed aggregate concrete is shown in the plans. The retardant shall have an effective life of not less than the length of time required for the exposed aggregate concrete to be in place prior to the removal of forms plus 12 hours. The sealer and form release agent used on the form shall not react chemically or otherwise with the retardant to produce an undesirable effect on the exposed aggregate finish. The sealer and form release agent shall be as recommended by the manufacturer of the retardant and as authorized by the Engineer. Retardant shall be applied in accordance with the manufacturer’s instructions to remove the surface mortar. Surface mortar shall be removed as follows: a. Light abrasive blasting and/or b. Washing with water under pressure, avoiding excessive pressure which loosens individual aggregate particles. Concrete shall be cured in accordance with Section 6-02.3(11). The Contractor shall seal the concrete thirty days after the concrete has been installed. The Contractor shall remove all staining and streaking on the exposed aggregate surface before applying the sealer. Moses Lake Council Packet 01-10-23, Page 442 of 592 DIVISION 9 MATERIALS The Division is supplemented by including the following prior to Section 9-00: Submittals for all materials used on the project shall be authorized by the Engineer prior to installation of the item. 9-03 AGGREGATES 9-03.3 VACANT The entire section (9-03.3) is replaced with the following: 9-03.3 SAND BEDDING AND JOINTING SAND FOR CONCRETE BRICK PAVERS Sand bedding and jointing sand for concrete brick pavers shall meet the following requirements for grading: Sieve Size Bedding Sand Percent Passing Jointing Sand Percent Passing ⅜ 100 No. 4 90 – 100 100 No. 8 70 – 85 95 – 100 No. 16 40 – 65 70 – 100 No. 30 10 – 35 40 – 75 No. 50 6 – 8 10 – 35 No. 100 2 – 5 2 – 15 No. 200 0 – 4 0 – 2 The final jointing sand shall be white in color and shall appear clean and uniform. 9-03.12 GRAVEL BACKFILL 9-03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING The section is revised by deleting the final paragraph: 9-03.12(5) GRAVEL BACKFILL FOR DRYWELLS The section is revised by replacing the gradation requirements as follows: Sieve Size Percent Passing Moses Lake Council Packet 01-10-23, Page 443 of 592 3-inch square 100 ¾-inch square 0 – 20 ⅜-inch square 0 – 2.0 U.S. No. 200 0 – 1.5 The following section (9-03.22) is added: 9-03.22 SAND PIPE BEDDING Blow sand, free of rocks larger than 3-inch in diameter and free of organic material, may be used as pipe bedding material above the groundwater. 9-04 JOINT SEALING MATERIALS The following Section (9-04.13) is added: 9-04.13 CRACK SEALING ̶ RUBBERIZED ASPHALT Crafco Roadsaver 201 is the only rubberized crack seal material that is pre-authorized by the Municipal Services Department. Other materials proposed on the project shall be submitted to the Engineer and authorized by the Engineer prior to use. The Contractor shall submit to the Engineer certification from the manufacturer verifying that the material has been authorized by the WSDOT. The Contractor shall also submit product information describing the Manufacturer’s recommendations for application of the product. 9-05 DRAINAGE STRUCTURES AND CULVERTS 9-05.15 METAL CASTINGS 9-05.15(1) MANHOLE RING AND COVER The section is supplemented with the following: Authorized ring and covers for manholes include the following: D & L Foundry A-2000 East Jordan Iron Works, Inc. Frame: 3700Z, Cover: 3700C DI Olympic Foundry MH30K-ML Moses Lake Council Packet 01-10-23, Page 444 of 592 9-05.15(2) METAL FRAME, GRATE, AND SOLID METAL COVER FOR CATCH BASINS OR INLETS The section is supplemented with the following: The following catch basin frames and covers are authorized for installation: D & L Foundry I-4437 (Round CB) D & L Foundry I-4432 The Contractor shall install bi-directional grates or uni-directional grates as directed by the engineer, or as shown on the plans. Herringbone grates are not authorized for installation. 9-05.50 PRECAST CONCRETE DRAINAGE STRUCTURES 9-05.50(2) MANHOLES The section is supplemented with the following: Ladders and steps shall meet the requirements of ASTM C-478 and AASHTO M-199. The polypropylene shall conform to ASTM D-4101. The ½-inch Grade 60 reinforcing bar shall meet ASTM A-615. Ladder rungs shall be co-polymer polypropylene conforming to ASTM 2146-82, type II, grade 43758, with ½-inch diameter, grade 60, steel reinforcing bars. The Contractor shall provide precast manhole elements with ladder rungs, vertically aligned, such that the completed manhole shall contain a continuous vertical ladder with rungs equally spaced at 12-inches. The lowest rung shall not be more than 16 12 inches above the shelf, and the uppermost rung shall not be more than 12-inches below the top of cone. 9-05.50(3) PRECAST CONCRETE CATCH BASINS The section is revised by replacing paragraph 1 with the following: Precast concrete catch basin construction shall conform to the requirements of Section 9- 05.50(1), except that the dimensions shall be in accordance with details. Round concrete base sections are authorized, provided that the finished catch basin shall allow the City’s 24-inch camera to access the pipes, and the frame and grate are approved Moses Lake Council Packet 01-10-23, Page 445 of 592 by the Engineer. Authorized round catch basins include the H2 Pre-cast Inc. Storm Sewer 30-inch Diameter Catch Basin and Wilbert Precast, Inc 30-inch diameter catch basin, Yakima, with 6-inch riser (#1844-6). 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.6 (7) PLANT MATERIALS 9-14.7(4) SOD The section is supplemented with the following: The maintenance period shall begin on the date the Engineer approves the placed sod and shall continue for 10 days. At the end of the maintenance period, the Engineer shall mark all sod for replacement that is not in a healthy, growing condition. All sod marked by the Engineer for replacement shall be removed and replaced by the Contractor at the Contractor’s expense. Sod that is replaced shall be of the same mixture and grade as the surviving sod. The following section (9-14.9) is added: 9-14.9 TREES Tree variety and spacing shall be as shown in the Construction Plans. At the time of planting, trees shall have a caliper of between 1¼-inches and 1½-inches at 6 inches above the planting level. All trees shall be at least 8 feet tall. The following section (9-14.9) is added: Street Trees for 5-6' Planter Strip in Moses Lake, as Recommended by the Community Assistance Forester, WA State Dept. of Natural Resources Scientific name Common name Showy fall color Showy flowers Winter interest Height/ Spread Drought tolerance Notes Acer platanoides Norway Maple yellow no no 40-60' H 35-40' W moderate Shallow roots may heave sidewalk unless tree 4-6' away Acer rubrum Red Maple orange, red, yellow red spring yes 60-75' H 25-35' W moderate Roots can heave sidewalks but are not as aggressive as silver maple roots; one tree may have multiple fall colors Moses Lake Council Packet 01-10-23, Page 446 of 592 And any other trees as authorized by the Parks, Recreation and Cultural Services Director. Carpinus betulus European Hornbeam yellow no yes 40-60' H 35-40'W high Cercidiphyllum japonicum Katsuratree yellow no yes 40-60' H 35-60'W moderate More decorative than some of the others; roots can heave sidewalks if not given enough room or soil not well-drained enough; needs protection from direct wind exposure; fairly pest free Ostrya virginiana American Hophornbeam yellow brown, green, summer yes: bark 30-40' H 25-30' W high Very hardy; needs little care once established Parrotia persica Persian Parrotia orange, red, yellow red spring yes: bark 20-40' H 20-35' W high More decorative than some of the others; interesting fall colors: yellow to orange to red. Slow growing and high maintenance: Tree is shrubby/multi-stemmed to 15'; requires training and pruning to get a street tree. Pyrus calleryana Callery flowering pear red white spring no 35-45'H 25-35' W high ‘Aristocrat’ better than ‘Bradford’ because of less branch breakage. Other species of flowering pear could also be used Sophora japonica Scholar tree no white, yellow summer no 40-70' H 40-70'W high Tilia cordata Littleleaf Linden no yellow summer fragrant no 60-70' H 35-50' W moderate Other Lindens may be even better, especially Crimean Zelkova species Zelkova yellow, dark red, reddish brown no no 50-80' H 50-80'W yes Same family as elm so similar appearance without susceptibility to Dutch Elm Disease Moses Lake Council Packet 01-10-23, Page 447 of 592 9-14.10 TREE GRATES Tree grates shall be cast iron, with ¼ -inch slots in a radial pattern, and include the City name and logo in accordance with construction plans. Grate thickness shall be 1-inch. The following section (9-14.11) is added: 9-14.11 GRATE FRAMES Dimensions and materials shall be in accordance with construction plans. 9-15 IRRIGATION SYSTEM 9-15.1 PIPE, TUBING, AND FITTINGS The section is replaced with the following: Pipe, tubing, and fittings shall be as shown in the details and authorized by the engineer. 9-15.3 AUTOMATIC CONTROLLERS The section is supplemented with the following: Automatic Controllers for irrigation systems shall be battery operated, Rainbird, 4-station model. The Contractor shall have access to a remote-control programmer for the specified system. 9-15.5 VALVE BOXES The section is revised by replacing the last sentence with the following: Irrigation Valve Boxes in sidewalk areas shall be 2-inch water services in accordance with Section 9-30.6(7) with ring and covers for 2-inch water services in accordance with Section 9-30.8. 9-15.11 CROSS CONNECTION CONTROL DEVICES The section is supplemented with the following: The irrigation system cross connection control device shall be a double check-valve backflow assembly. The following double check-valve assembly is authorized for installation: Moses Lake Council Packet 01-10-23, Page 448 of 592 Febco Model 850, 2-inch. Alternate double check-valve backflow assemblies are not authorized for installation without written approval from the Engineer. 9-15.18 DETECTABLE MARKING TAPE The section is revised by replacing the last paragraph with the following: The width of the tape shall be at least 3 inches. 9-21 RAISED PAVEMENT MARKERS (RPM) The following section (9-21.4) is added: 9-21.4 DETECTABLE WARNING SURFACES FOR CURB RAMPS Color shall be in accordance with 8-14.2. The following detectable warning surfaces are authorized for installation: Neenah Foundry Company, cast-iron, ADA-Compliant, Truncated-Dome, Detectable Warning Plate, with powder-coated finish. East Jordan Iron Works, gray-iron, heavy-duty, detectable warning plate, with powder coating RAL 1003 (Product Number 00700585). Armor-Tile, manufactured by Engineered Plastics Inc. is authorized for installation, except where the construction plans or the Engineer require cast iron or ductile iron detectable warning surfaces. TufTile, cast iron, wet-set replaceable detectable warning surface, manufactured by TufTile is authorized. TufTile (replaceable) cast-in-place ADA Tiles are authorized for installation. D & L Foundry, Catalog No. H-88XX Tactile Warning Plates. 9-22 MONUMENT CASES 9-22.1 MONUMENT CASES, COVERS, AND RISERS Moses Lake Council Packet 01-10-23, Page 449 of 592 The section is supplemented with the following: Authorized monument case and covers include the following: D & L Foundry K-6523 Olympic Foundry M1015 9-28 SIGNING MATERIALS AND FABRICATION The following section (9-28.16) is added: 9-28.16 STREET NAME SIGNS Street name signs shall be two-sided signs. The maximum length shall be 42 inches. The height shall be 9 inches. Sign blanks shall be double-faced, extruded blade. Letters for street names shall be as follows: a. All letters shall be 6-inches tall. b. First letters of each word of a street name shall be upper case. c. Letters that follow the first letter of a word in a street name shall be lower case. Letters for designators, such as St (Street), Dr (Drive), Ave (Avenue), Rd (Road), Blvd (Boulevard), Way, and Pl (Place) shall be as follows: a. All letters shall be 4-inches tall. b. First letters of a designator shall be upper case. c. Letters that follow the first letter of a designator shall be lower case. 9-29 ILLUMINATION, SIGNAL, ELECTRICAL 9-29.2 JUNCTION BOXES, CABLE VAULTS, AND PULL BOXES The section is supplemented with the following: Junction boxes that are authorized for installation in the sidewalk shall be rated for installation in the sidewalk, shall be authorized by the utility, and shall be authorized for use by the Engineer prior to installation. 9-30 WATER DISTRIBUTION MATERIALS 9-30.3 VALVES 9-30.3(1) GATE VALVES ̶ 3 INCHES TO 16 INCHES Moses Lake Council Packet 01-10-23, Page 450 of 592 The section is replaced with the following: Gate valves shall be non-rising stem, resilient wedge, conforming to AWWA C509 or AWWA C515. The wedge shall be cast iron, completely encapsulated with urethane rubber. Urethane rubber shall be permanently bonded to the cast iron wedge in accordance with ASTM D429. 9-30.3(4) VALVE BOXES The section is supplemented with the following: The following valve boxes are authorized for installation: Olympic Foundry VB 930 Tyler 6855 with drop lid D & L Foundry M-8040 9-30.3(7) COMBINATION AIR RELEASE/AIR VACUUM VALVES The section is supplemented with the following: For sewer line applications, the Contractor shall install air-release valves where shown on the Construction Plans. Air release valves shall be A.R.I. Model D-20, flanged, epoxy- coated valves. Air release valve assemblies shall be constructed in accordance with the details. 9-30.3(8) TAPPING SLEEVE AND VALVE ASSEMBLY The section is revised by replacing the last sentence with the following: Tapping sleeves shall be Romac Industries SST, Stainless Steel Tapping Sleeve with Ductile Iron Flange. The following section (9-30.3(9)) is added: 9-30.3(9) CHECK VALVES Dresser M and H Style number 259-02, flanged end, with lever, spring, and bronze disk are authorized check valves. 9-30.5 HYDRANTS The section is revised by changing the title as follows: Moses Lake Council Packet 01-10-23, Page 451 of 592 9-30.5 FIRE HYDRANTS The section is supplemented with the following: The following hydrants are authorized for installation: M & H model 129S Clow Model Medallion Mueller Super Centurion 250 Kennedy K81D 9-30.5(1) END CONNECTIONS The section is replaced with the following: The end connection shall be a mechanical joint meeting the requirements of AWWA C110 and C111. 9-30.5(2) HYDRANT DIMENSIONS The section is replaced with the following: Hydrant connection pipe size, inside diameter: 6 inch MJ Standpipe, inside diameter: 7 inches Valve opening, diameter: 5.25 inches Size of auxiliary gate valve: 6 inches Hose nozzle: -number 2 -size 2.5 inch -thread National Standard Length of thread: 1 inch Pumper nozzle: -number 1 -size 4 .5 inch -thread National Standard with a 5-inch Storz connection, Style S-37, by Red Head Brass, Inc. is an authorized Storz connection Moses Lake Council Packet 01-10-23, Page 452 of 592 Operating nut: 1.5 inch standard pentagon Hydrants shall include a weather shield on the operating nut. All City-owned hydrants shall be painted yellow. Sherwin-Williams SuperAcrylic Safety Yellow 140-0571 and Rustoleum, Safety Yellow, non-aerosol, are authorized paints for City-owned hydrants that require painting. All private hydrants shall be painted red. Sherwin-Williams SuperAcrylic High Visibility Red (Safety) 140-0548 and Rustoleum, Safety Red, non-aerosol, are authorized paints for private hydrants that require painting. The bonnet shall be painted the same color as the hydrant and the Storz connection shall not be painted. Hydrants shall be painted with a brush, not spray painted. 9-30.5(3) HYDRANT EXTENSIONS The section is revised by replacing sentence 1 of paragraph 1 with the following: Hydrant extensions shall have a 7-inch inside diameter, shall be gray cast iron or ductile iron, and shall conform to AWWA standards for such castings. 9-30.6 WATER SERVICE CONNECTIONS 2 INCHES AND SMALLER 9-30.6(1) SADDLES The section is revised by replacing the second paragraph with the following: Saddles shall have an FIPT connection. The following saddles are authorized for installation for 1-inch service lines: Romac 101S Ford 101S The following saddles are authorized for installation for 2-inch service lines: Romac 202S Ford 202S Moses Lake Council Packet 01-10-23, Page 453 of 592 Saddles used on PVC pipe shall be formed for PVC pipe and shall have flat, stainless- steel straps. For PVC pipe, provide a saddle that has the pipe O.D. closest to the top of the saddle’s O.D. range. The correct Romac saddle sizes for 6-inch, 8-inch, 10-inch, and 12-inch C900 PVC pipe are as follows: 6-inch 6.63-6.90 8-inch 8.63-9.05 10-inch 10.00-11.10 12-inch 12.00-13.20 9-30.6(2) CORPORATION STOPS The section is replaced with the following: Corporation stops shall be ball valves made of bronze alloy and shall have MIPT on the inlet and outlet. Ford FB500 corporation stops are authorized for 1-inch and 2-inch outlet saddles. 9-30.6(4) SERVICE FITTINGS The section is supplemented with the following: Service fittings shall conform to AWWA C-800. All service fittings installed on a service line, between the corporation stop and the meter setter, and on the service side of the setter, shall be compatible and from the same manufacturer. 9-30.6(5) METER SETTERS The section is revised by replacing paragraphs 3 and 4 with the following: Meter setters shall be either 1-inch or 2-inch setters for services that are 2 inches and smaller. All setters shall have iron pipe threads (IPT) on the inlet and the outlet, the same size as the setter. All meter setters that are 2-inches or smaller shall include a locking ball-valve inlet and a single check-valve outlet. Two-inch meter setters shall also include a high, offset bypass. The following setters are authorized for installation for 1-inch services: Ford Meter Box Co. VBH 74-24W-11-44 A.Y. McDonald Manufacturing Co 28-424WDPP44 A.Y. McDonald Manufacturing Co 720-424WDDD44 Moses Lake Council Packet 01-10-23, Page 454 of 592 The following setters are authorized for installation for 2-inch services: Ford Meter Box Co. VBH-77-12HB-11-77 9-30.6(7) METER BOXES The section is replaced with the following: The following tiles are authorized for installation for 1-inch water services in non-traffic areas: Pressure irrigation pipe, SDR 51, PVC 1120, 21-inch diameter by 36-inch length SDR 32.5, Cl 125, PIP, 21-inch diameter by 36-inch length. The following tiles are authorized for installation for 2-inch water services in non-traffic areas: Hancor Hi-Q pipe, 30-inch diameter by 36-inch length. The following traffic-rated tile is authorized for installation for one-inch or two-inch water services in commercial-use and industrial-use traffic areas: H2 Pre-cast Inc. Vault Base VBE3 with lid VLE3-24 Poly-tuff meter tiles are not authorized for installation for any water service. The following vaults are authorized for water services: H2 Pre-cast Inc. Small Meter Vault with traffic top, SMV 9686-TR Wilbert Vault Company (Spokane) Vault model number 1901 H2 Pre-cast Inc. Large Meter Vault with traffic top, LMV 14481-TR Vaults for water services shall include a six-inch-tall riser with a 6-inch-tall frame and cover. Precast concrete vaults for water services shall meet the requirements of Section 9- 05.50(1). All vaults shall have a hatch. Hatches shall be USF fabrication H-20 rated hatch model UEZD (33 916 x 67) or approved equal. The Contractor shall verify that the vault and meter combination selected can meet the space requirements in accordance with details. Moses Lake Council Packet 01-10-23, Page 455 of 592 The following section (9-30.7) is added: 9-30.7 WATER SERVICE CONNECTIONS LARGER THAN 2 INCHES Meters that are larger than 2 inches shall be as specified by the Water Division Supervisor. The installation shall include an Electronic Remote Transmitter (ERT); handwheel gate valves on each side of the meter; and a bypass that is the same size as the service line, with a handwheel gate valve. All water meters shall measure cubic feet. The Contractor shall provide submittals to the Engineer on all meters and meter installations that are larger than 2 inches. The Contractor shall not commence work until the submittals have been authorized by the Engineer. All water services greater than 2-inches shall be installed out of the right-of-way, at locations as shown on the Construction Plans or authorized by the Engineer. Service meters that are within the traveled way in commercial-use or industrial-use areas shall be installed in traffic-rated vaults. The following vaults are authorized for water services: H2 Pre-cast Inc. Small Meter Vault with traffic top, SMV 9686-TR Wilbert Vault Company (Spokane) Vault model number 1901 H2 Pre-cast Inc. Large Meter Vault with traffic top, LMV 14481-TR The Contractor shall verify that the vault and meter combination selected can meet the space requirements of the Community Street and Utility Standard details. Precast concrete vaults for water services shall meet the requirements of Section 9- 05.50(1). The following section (9-30.8) is added: 9-30.8 RING AND COVER FOR METER TILES The following rings and covers are authorized for installation for water services: 1-inch service D & L Foundry L-2216 2-inch service and larger D & L Foundry A-2000 The following section (9-30.9) is added: 9-30.9 TRACER WIRE Moses Lake Council Packet 01-10-23, Page 456 of 592 Tracer wire shall be insulated, solid No. 10 copper wire approved for underground installation. 9-33 CONSTRUCTION GEOSYNTHETIC The section is replaced with the following: Crown Resources R060 geotextile material is authorized for underground when non- woven geotextile fabric is specified. This includes drywells, underdrain pipe, and french drains. AASHTO Class 1 woven geotextile fabric, 315 WT, is authorized for installation between infiltration gallery and drain rock. Phillips Fibers Corporation, SUPAC-4NP geotextile material is authorized for concrete brick pavers. Geotextile material for subgrade stabilization shall be as authorized by the Engineer. Geotextile material for overlays shall be as authorized by the Engineer. 9-34 PAVEMENT MARKING MATERIAL 9-34.3 PLASTIC The section is revised by replacing the first sentence with the following: White and yellow pavement marking materials shall comply with the Specifications for Type B-Pre-formed fused thermoplastic. Type B thermoplastic shall be Premark-Plastic. The following section (9-37) is added: 9-37 EFFLORESCENCE CLEANER FOR CONCRETE BRICK PAVERS The following cleaners are authorized for use in cleaning concrete brick pavers. PAVER PREP Cleaner as manufactured by PAVE TECH, INC., PO Box 576, Prior Lake, MN 55372, (800-728-3832 or 612-226-6400). Acid Wash as manufactured by Concretech Decorative Concrete Supply Ltd. The following section (9-38) is added: Moses Lake Council Packet 01-10-23, Page 457 of 592 9-38 SEALER FOR CONCRETE BRICK PAVERS The following concrete sealers are authorized for use in sealing concrete pavers: Sealtight CS-309-30 or CS-309-25 Curing and Sealing Compound as manufactured by W.R. Meadows, Inc., P.O. Box 338, Hampshire, IL 60140 (847- 683-4500) CS-30 Acrylic Sealer as manufactured by Concretech Supply Ltd., 7333 River Road, Delta, B.C., Canada V4G 1B1, (604-952-0057) Luster Seal 300 as manufactured by Tamms Industries, Inc., 3835 State Route 72, Kirkland, IL 60146, (800-862-2667) Paver Guard by Pave Tech, Inc. The following section (9-39) is added: 9-39 RETARDANT COATING The following retardants are authorized for exposed-aggregate concrete: 1. Ruggsol 2. Etch-Pro 3. True Etch Surface Retarder 4. Tuf-Cote Gray The following section (9-40) is added: 9-40 CONCRETE BRICK PAVERS Concrete pavers shall meet the following criteria: a. Compressive strength of 8000 psi or greater. b. Water absorption rate of 5 percent or less. c. Meet or exceed ASTM C-936-82. d. Meet or exceed freeze-thaw testing in accordance with Section 8 of ASTM C-67- 73. Pavers used in sidewalk areas shall be 2⅛-inches thick. Pavers used in driveway areas shall be 3⅛-inches thick. Pavers shall have ⅛-inch spacer bar on three sides. Moses Lake Council Packet 01-10-23, Page 458 of 592 The following pavers are authorized for installation: “UniDecor” as manufactured by Mutual Materials of Spokane, Washington “Village Stone” as manufactured by Western Interlock of Rickreal, Oregon Samples of the concrete brick pavers shall be provided to the Engineer for approval of materials and color prior to ordering and installation. Moses Lake Council Packet 01-10-23, Page 459 of 592 DETAIL DRAWING INDEX STREET TITLE DETAIL NO. Paver District A-1 Street Standards A-2 Typical Alley A-3 Typical Portland Cement Concrete Curb & Gutter A-4 Typical Portland Cement Concrete Sidewalk A-5 Typical Cement Concrete Driveway A-6 Curb Ramp A-7 Street Sign Installation A-8 30” Round Catch Basin A-9 Catch Basin Type 1L A-9a 48” Precast Concrete Drywell A-10 Monument – Type I A-11A Monument – Type II A-11B Barricade for Temporary No-outlet Street A-12 Cul-De-Sac Standards A-13 Inlet Protection Below Inlet Grate Device A-14 Public Utilities A-15 Tree Planter Detail A-16 Tree Planter Irrigation A-17 Concrete Brick Pavers A-18 Flagpole Holder A-19 Tree Grate Frame A-20 Tree Grate A-21 Tree Planter Grate A-22 Tree Planting Detail A-23 Induction Loop Detail A-24 Typical Pedestrian Path or Activity Trail A-25 Storm Drain Manhole Lid A-26 Type-2 Catch Basin Detail A-27 Infiltration Gallery A-28 Temporary Gravel Cul-De-Sac A-29 Moses Lake Council Packet 01-10-23, Page 460 of 592 WATER TITLE DETAIL NO. Typical Water and Sewer Service Locations in Residential Areas B-1 Patching Detail B-2 Trenching and Bedding B-3 Watermain Thrust Blocks B-4 Valve and Tracer Wire Installation B-5 Hydrant Assembly B-6 1-inch and 2-inch Water Service B-7 3-inch and Larger Water Service B-8 2-inch Blow-off Assembly B-9 Access Easement and Roadway for Municipal Utilities B-10 Water Meter Lid 1-inch Service B-11 Water Manhole Lid 2-inch and Larger Service B-12 AC Watermain CDF Requirements B-13 Alternative to Traffic Rated Vault for 1-inch Water Service B-14 1-inch RPBA Detail B-15 Hot Box B-16 SEWER TITLE DETAIL NO. Sewer Manhole C-1 Sewer Cleanout C-2 Building Sewer C-3 Drop Manhole Connection C-4 Air Release Assembly C-5 Force Main Sewer Connection C-6 On-site Force Main & Low-pressure Effluent System Sewer Connection C-7 Sewer Manhole Lid C-8 1-inch RPBA Detail C-9 Hot Box C-10 Moses Lake Council Packet 01-10-23, Page 461 of 592 CODE CHAPTER 12.12 SEE MOSES LAKE MUNICIPAL PAVER DISTRICT E L DER S TREET W A Y CHES T NU T STREET SEVE N T H A V E N U E FIFT H A V E N U EDOGWOOD S T REET PARK McCO S H FIR S T ELM ST SIXT H A V E N U E BEECH S T A SH S T BRO A D W A Y A V E N U E DAT E S T BRO A D W A Y A V E N U E D IV IS ION S TRE E TASH STR EET THIR D A V E N U E BALSAM S T REE TCHES TNU T S T PIONEER B A L SAM S T REE T COM M E R CI A L AVEN U E WALN U T A V E B LOC K STR EETFIG S TREE T STRATFORD ROADNOTES: 1. CONSTRUCTION PLANS MAY BE REQUIRED FROM A PROFESSIONAL ENGINEER PRIOR TO AUTHORIZATION FROM THE CITY. 2. PAVERS MAY BE AUTHORIZED OUTSIDE OF THE PAVER DISTRICT. OWNER SHALL BE RESPONSIBLE FOR ALL COSTS OF INSTALLATION AND MAINTENANCE OF THE PAVERS. 3. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE.DATE REVISION BY 08/18 AMENDED MLL RPM NONE 12/12 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISIONCEDAR S TREE TBEECH S T REE T FOU R T H A V E N U E A L DER S TR E E T Moses Lake Council Packet 01-10-23, Page 462 of 592 TYPICAL STREET CROSS SECTIONMAINTENANCE ROCK± 3:1 (H:V)MAINTENANCE ROCKHMACSTC/CSBCW5 FT.LW5 FT.PLANTERAREA1% TO2%SLOPE2% SLOPE2% SLOPEPLANTERAREA1% TO 2%SLOPENOTE: THESE DIMENSIONS MAY BE REQUIRED TO BE INCREASED DUE TO SPECIFIC CONDITIONS.CUL-DE-SAC: SEE DETAIL A-13ASPHALT DEPTHASPHALT WIDTH 'L'CSTC DEPTHCSBC DEPTHSIDEWALK WIDTH 'W'RADIUS TO BACKOF CURB ATINTERSECTIONRIGHT OF WAYCURVATUREMAXIMUM GRADE4 INCHES50 FEET3 INCHES6 INCHES6 FEET30 FEET100 FEET300 FT. RADIUS6 %PRIMARY STREETS SECONDARY STREETS3 INCHES50 FEET3 INCHES6 INCHES6 FEET30 FEET80 FEET200 FT. RADIUS8%2.5 INCHESTERTIARY STREETS35 FEET4 INCHESN/A5 FEET20 FEET60 FEET200 FT. RADIUS10 %RESIDENTIAL STREETS2.5 INCHES28 FEET4 INCHESN/A5 FEET20 FEET60 FEET100 FT. RADIUS10 %DIMENSIONSNOTES:1. FOR SIDEWALK AND DRIVEWAY CONSTRUCTION SEE STANDARD DRAWINGS A-5 AND A-6.2. FOR CURB CONSTRUCTION SEE STANDARD DRAWING A-4.3. STREETS SHALL HAVE A CENTERLINE SLOPE OF 0.5 PERCENT OR GREATER.4. ALL SIDEWALK SHALL BE INSTALLED WITH A SLOPE OF 1% TO 2.0% FROM BACK-OF-SIDEWALK TOBACK-OF-CURB.5. IN COMMERCIAL AND INDUSTRIAL DEVELOPMENTS, PLANTER AREAS MAY BE ELIMINATED BY INSTALLING AN8-FOOT-WIDE SIDEWALK ADJACENT TO CURB.6. RIGHT-OF-WAY FOR RESIDENTIAL STREETS MAY BE REDUCED TO 53-FT PROVIDED THAT A 4-FT MUNICIPALEASEMENT IS ACCEPTED BY THE CITY ON EACH SIDE OF THE 53-FT RIGHT-OF-WAY.7. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BYTHE CITY OF MOSES LAKE.DATE REVISION BY08/18AMENDED MLLRPMNONE01/10MORODRAWNCHECKDATESCALEWASHINGTONGRANT COUNTYMUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION1 FT.1.5 FT.1 FT.1.5 FT.± 3:1 (H:V)Moses Lake Council Packet 01-10-23, Page 463 of 592 NOTES: 1.ALLEYS IN RESIDENTIAL AREAS SHALL BE GRADED AND HAVE 4 INCHES CSTC. 2. ALLEYS ADJACENT TO PROPERTIES OTHER THAN RESIDENTIAL AREAS SHALL BE AS SHOWN IN THIS DETAIL. 3. PAVED ALLEYS SHALL HAVE A CENTERLINE SLOPE OF 0.5 PERCENT OR GREATER. 4. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. TYPICAL SECTION PLAN VIEW 2 12 INCHES OF HMA4 INCHES OF CSTC 2% SLOPE2% SLOPE PLANTER AREAPLANTER AREA CURB AND GUTTER DRIVEWAY 2% SLOPE TYPICAL SLOPE VARIES 1% SLOPE DRYWELL OR OTHER AUTHORIZED STORMWATER TREATMENT 10 FEET 10 FEET 20 FEET MINIMUM 10 FEET SIDEWALK WIDTH VARIES DATE REVISION BY 01AMENDED MLL RPM NONE 0110 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION Moses Lake Council Packet 01-10-23, Page 464 of 592 NOTES: 1. ALL CURB SHALL BE TRUE TO LINE AND GRADE. 2. FULL-DEPTH EXPANSION JOINTS SHALL BE PLACED AT ONE-HUNDRED-FOOT INTERVALS AND AT POINTS OF TANGENCY. MASTIC SHALL BE 3/8-INCH THICK MATERIAL. 3. CONTROL JOINTS SHALL BE PLACED AT 10-FOOT INTERVALS AND AT BOTH SIDES OF THE GRATE AT CATCH BASINS. 4. EXTRUDED (SLIP-FORM) CURB AND GUTTER SHALL CONFORM TO WSDOT STANDARD SPECIFICATIONS, SECT. 8-04.3(1)A. 5. THE CITY STANDARD IS TYPE 'A' CURB. 6. ONE INCH OF MAINTENANCE ROCK OR CRUSHED SURFACING TOP COURSE IS REQUIRED UNDER ALL CONCRETE. 7. THE TOP, FACE, AND GUTTER SHALL BE BROOM FINISHED PARALLEL TO THE ROADWAY. 8. ONE FULL SECTION OF CURB SHALL BE REPLACED FOR CURB REPAIRS. ADDITIONAL CURB ADJACENT MAY BE SAW CUT, PROVIDED 6 FT OF EXISTING CURB REMAINS. 9. CURB AND SIDEWALK CAN BE PLACED MONOLITHICALLY. 10. THE TOP AND FACE OF CURB FOR RESIDENTIAL STREETS SHALL BE PAINTED FEDERAL YELLOW FROM 10 TO 30 FEET, AS MEASURED FROM THE FACE OF THE CURB, EXTENDED, ON THE INTERSECTING PRIMARY & SECONDARY STREET. 11. DOWELS SHALL BE #4 REBAR INSERTED AT LEAST 4 INCHES INTO EACH END OF CURB. 12. STAMPING OF MUNICIPAL AND PUBLIC UTILITIES ON THE FACE OF CURB MAY BE AUTHORIZED BY THE ENGINEER. 13. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF LAKE DATE REVISION BY 10/20 AMENDED MLL RPM NONE 12/12 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION 1-IN. RADIUS 18 IN. 1-IN. RADIUS 5 1/2 IN. 12 IN. 1/2 IN. 7 IN. 12" 1/2-IN. RADIUS 1 IN. TYPE 'A' CURB AND GUTTER CROSS SECTION DOWEL LOCATION FOR CURB REPLACEMENT PROJECTS TWO #4 REBAR 3 IN. 3 IN. 1/2-IN. RADIUS 1/2-IN. RADIUS 7 IN. 12 IN. 18 IN. 7 IN. 1 IN. DEPRESSED CURB CROSS SECTION TYPICAL SECTION ROLLED CURB & GUTTER (FOR REPLACEMENT ONLY) .5 IN. R 6 IN. 9 IN. 10 IN.8 IN. 3 IN. 3 IN. 5.5 IN. 6 IN. R 5 IN. R TWO #4 REBAR.5 IN. R 6 IN. VARIES FROM 6 IN. TO 0 IN. CEMENT CONCRETE SIDEWALK CURB RAMP OR LANDING 1/2-IN. RADIUS 3/8 IN. MASTIC 6 IN.1/2-IN. RADIUS CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDING Moses Lake Council Packet 01-10-23, Page 465 of 592 5 FT. W-FT. PLAN VIEW ELEVATION VIEW 4 IN. INSTALL TWO OR MORE NO. 4 REBAR AT EACH END. 4in. INTO NEW AND EXISTING CONCRETE EXISTING SIDEWALK 1in. MAINTENANCE ROCK NEW OR REPLACEMENT SIDEWALK EXISTING SIDEWALK EXPANSION JOINTS SHALL BE SPACED 20 TO 30 FT ALIGN WITH CONTROL JOINTS AS DIRECTED BY ENGINEER CONTROL JOINTS SEE NOTE 1. INSTALL TWO OR MORE NO. 4 REBAR AT EACH END. 4 IN. INTO NEW AND EXISTING CONCRETE. PLANTER AREA IRRIGATION CONDUIT SIDEWALK 5 OR 6 FT. 1% TO 2% 1% TO 2% CURB AND GUTTER DATE REVISION BY 07/22 AMENDED MLL RPM NONE 01/13 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2021\Revised\A-5-SIDEWALK_Rev.dwg PLOT: July 27, 2022 at: 12:31pm38" PREMOLDED JOINT FILLER HELD TO 38" TO 12" BELOW SURFACE 38" TO 12" R, TYP. EXPANSION JOINT CONTROL JOINT 18" R, TYP.CONTROL JOINT 1" DEPTH 18" TO 14" NOTES: 1. CONTROL JOINTS SHALL BE 1 INCH DEEP AND PLACED PERPENDICULAR TO THE CURB. SPACING SHALL MATCH THE SIDEWALK WIDTH, BUT NOT GREATER THAN 10 FT., EXCEPT, WHEN PLANTER AREAS ARE NOT INSTALLED, CONTROL JOINTS SHALL ALIGN WITH CURB JOINTS. 2. FULL DEPTH EXPANSION JOINTS (MASTIC) SHALL BE PLACED PERPENDICULAR TO THE CURB AT 20 TO 30 FT. INTERVALS. ALIGN WITH CONTROL JOINTS AS DIRECTED BY ENGINEER. 3. MASTIC SHALL BE 3/8-INCH THICK MATERIAL AND BE PLACED FULL DEPTH. MASTIC SHALL NOT BE INSTALLED WITHIN DRIVEWAYS OR RAMPS. 4. SIDEWALK AND DRIVEWAYS SHALL BE BROOM FINISHED PERPENDICULAR TO THE CURB. 5. MAINTAIN FIVE-FEET OF CLEARANCE FOR SIGN, MAILBOX, UTILITY POLE, AND ALL OTHER STRUCTURES WITHIN THE SIDEWALK. 6. ONE INCH OF MAINTENANCE ROCK OR CRUSHED SURFACING TOP COURSE IS REQUIRED UNDER ALL CONCRETE. 7. SIDEWALK THICKNESS: 4 INCHES WHEN BEHIND TYPE 'A' CURB AND TYPE 'E' CURB 6 INCHES IN ALL DRIVEWAYS (TOP-OF-TAPER TO TOP-OF-TAPER) AND BEHIND EXISTING ROLLED CURB. 8. IN THE PLANTER AREA, A 2-INCH SCHEDULE 40 PVC PIPE WITH CAPS ON BOTH ENDS SHALL BE INSTALLED 12-INCHES DEEP WITH 6-INCHES OF SAND BEDDING UNDER THE SIDEWALK FOR EACH PROPERTY. 9. PLANTER AREAS MAY BE WIDER THAN 5 FEET, PROVIDED THAT 1-FOOT R.O.W. IS PROVIDED BEHIND THE SIDEWALK. 10. CURB, SIDEWALK, OR DRIVEWAYS CAN BE PLACED MONOLITHICALLY. 11. FOR NON-RESIDENTIAL ZONES, PLANTER AREAS ARE NOT REQUIRED PROVIDED THAT THE WIDTH OF SIDEWALK "W" IS AT LEAST 8 FT. WIDE. IN THE PAVER DISTRICT, SIDEWALKS SHALL BE CONSTRUCTED FROM R.O.W. TO BACK-OF-CURB. 12. WHEN NEW SIDEWALKS ARE INSTALLED ADJACENT TO EXISTING CURB OR SIDEWALKS, NO.4 REBAR SHALL BE INSTALLED IN THE DIRECTION OF PEDESTRIAN TRAVEL AS DIRECTED BY THE ENGINEER. 13. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE Moses Lake Council Packet 01-10-23, Page 466 of 592 6 FT.*6 FT.*5 FT.5 FT.PLANTERAREA1%CHANGE OF SLOPECONTROL JOINTS* MAY BE REDUCED TO 18 INCHES ADJACENT TO PLANTER AREAPLANTERAREAIRRIGATION CONDUITIRRIGATION CONDUITOPTION BOPTION A8%8%TAPERLENGTHTAPERLENGTH8%8%TO2.0%1%TO2.0%NOTES:1. ALL JOINTS SHALL BE CLEAN & EDGED. REFER TO DETAIL A-5 AS FORLOCATION.2. ONE INCH OF MAINTENANCE ROCK REQUIRED UNDER ALL CONCRETE.3. CURING SHALL BE PER SECTION 8-14.3(4).4. UP TO TWO DRIVEWAYS AUTHORIZED PER RESIDENCE OR ONEBUSINESS, UNLESS APPROVED IN WRITING BY THE MUNICIPALSERVICES DIRECTOR.5. CONCRETE SHALL BE 6 INCHES THICK IN DRIVEWAY FROM TOP OFTAPER TO TOP OF TAPER.6. DRIVEWAYS SHALL BE BROOM FINISHED PERPENDICULAR TO THEROADWAY.7. IN PLANTER AREAS, A 2-INCH SCHEDULE 40 PVC PIPE WITH CAPSSHALL BE INSTALLED 12-INCHES DEEP UNDER THE SIDEWALK WITH6-INCHES OF SAND BEDDING.8. SETBACKS FROM INTERSECTIONS ARE MEASURED FROM THE FRONTFACE OF THE EXISTING OR PROJECTED CURB OF THE INTERSECTINGSTREET.9. SEE DETAIL A-4 FOR DEPRESSED CURB CROSS SECTION. EXISTINGCURB MAY BE SAWCUT FOR DRIVEWAY ACCESS.10.OPTION B IS REQUIRED WHEN DRIVEWAYS ARE CONSTRUCTED INAREAS WITHOUT PLANTER STRIPS.11.RAMPS ON OPTION B SHALL BE EXTENDED AS NECESSARY TOPROVIDE PEDESTRIAN ACCESS AT 8% OR LESS, OR THE RAMP SHALLBE EXTENDED FOR A TOTAL LENGTH OF 15 FEET IN THE DIRECTION OFPEDESTRIAN TRAVEL.12.ALL CONSTRUCTION AND MATERIALS SHALL MEET THESPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OFMOSES LAKE.DRIVEWAY SEPARATION (MEASURED FROM BOTTOM OF THE TAPERS)DRIVEWAY WIDTHDISTANCE FROMINTERSECTIONSDISTANCE FROM INTERIORLOT LINESSEPARATION BETWEENDRIVEWAYS ON ONE LOTPRIMARYSTREETSECONDARYSTREETCOMMERCIALTERTIARYSTREETRESIDENTIALTERTIARYSTREETRESIDENTIALSTREET100 FEET30 FEET100 FEET75 FEET20 FEET75 FEET 50 FEET20 FEET60 FEET 12 FEET30 FEET 30 FEET12 FEETSINGLE AND DUPLEX:10 TO 30 FEETOTHER: 10 TO 40 FEETPLANTERAREAPLANTERAREAWIDTHVARIES1% TO 2.0%LENGTHVARIESWIDTHVARIESLENGTHVARIESDATE REVISION BY10/20AMENDED MLLRPMNONE01/13MORODRAWNCHECKDATESCALEWASHINGTONGRANT COUNTYMUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION1% TO 2.0%1% TO 2.0%5 TO 10 FEET1% TO 2.0%Moses Lake Council Packet 01-10-23, Page 467 of 592 NTS SIDEWALK RAMP DETAIL 1% T O 2 . 0 % LENGTH VARIES LENGT H VARIES 5 FEE T 1% TO 2 . 0 %1% TO 2 .0% PLANTER AREA 5 FT OR 6 FT 10 FT8%OR L ES S 8% OR LE S S 5 FT 5 FEE T CONCRETE PEDESTRIAN CURB CONCRETE PEDESTRIAN CURB LENGTH VARIES LENGT H VARI ES 5 FEE T 8% OR LES S 8%OR L ESS 1% TO2.0% 1% TO 2 . 0 % 1 % T O 2 . 0 % ON RESIDENTIAL STREETS THAT INTERSECT WITH ARTERIALS, PAINT TOP AND FACE OF CURB FROM TOP OF RAMP TAPER TO A POINT 30 FEET FROM THE FACE OF THE CURB OF THE INTERSECTING ARTERIAL. COLOR SHALL BE YELLOW AND APPLIED IN ACCORDANCE WITH PAVEMENT MARKING STANDARDS FOR CEMENT CONCRETE PAVEMENT. DETECTABLE WARNING AREA PATTERN (TYP.) (SEE DETAIL) IRRIGATION CONDUIT MAX.MIN. 1 5/8 IN. 2 3/8 IN. 1 1/2 IN.5/8 IN. 7/16 IN. 3/4 IN. 1 7/16 IN.7/8 IN.D C B A TRUNCATED DOMES PATTERN DETAIL DETECTABLE WARNING AREA CONSTRUCTION DETAIL RAMP PLAN A B BA C D 0.18"- 0.20" ELEVATION ELEVATION DEPRESSED CONCRETE CURB PAVEMENT DETECTABLE WARNING SURFACE CONCRETE SIDEWALK 1 INCH OF MAINTENANCE ROCK COMPACT TO 95% MODIFIED PROCTOR 1 INCH OF MAINTENANCE ROCK CSTC GENERAL NOTES: 1. SEE DETAIL A-4 FOR CONSTRUCTION OF DEPRESSED CURB AND CONCRETE PEDESTRIAN CURB. 2. SEE SIDEWALK DETAIL A-5 FOR CONSTRUCTION OF CONCRETE SIDEWALK. 3. SIDEWALK RAMP SHALL BE 4 INCHES THICK. 4. SIDEWALK RAMP SHALL BE BROOM FINISHED PERPENDICULAR TO BACK OF CURB. 5. SIDEWALK RAMP SLOPES SHALL BE 8 PERCENT OR LESS, EXCEPT THAT RAMP SHALL NOT BE REQUIRED TO EXTEND MORE THAN 15 FEET. 6. FOR THE PLANTER AREAS, A 2-INCH SCHEDULE 40 PVC PIPE WITH CAPS ON BOTH ENDS SHALL BE INSTALLED 12-INCHES DEEP WITH 6-INCHES OF SAND BEDDING AROUND THE CONDUIT. 7. DETECTABLE WARNING SURFACES SHALL BE PER SPECIFICATIONS. 8. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE.6 FEET5 FEE T DATE REVISION BY 10/20 AMENDED MLL RPM NONE 01/13 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION CONCRETE PEDESTRIAN CURB MAY BE REQUIRED WHERE SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER.SLOPEVARIESMoses Lake Council Packet 01-10-23, Page 468 of 592 Moses Lake Council Packet 01-10-23, Page 469 of 592 4 FT 6 IN 30 IN 36 IN 26 TO 27 IN 6 IN 16" KNOCKOUT (TYP.) 6" FLOOR MLL NONE 10/20 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION 20 IN. 24 IN. TOP VIEW FRAME TOP VIEW GRATE SIDE VIEW FRAME 20 I N . 24 IN. NOTES: 8. ENGINEER MAY REQUIRE DRAINAGE TEE ON FIRST UPSTREAM CATCH BASIN FROM DRYWELL OR STORMWATER TREATMENT DEVICE. SEE STANDARD DETAIL A-30. 7. CONTRACTOR SHALL USE D&L FOUNDRY FRAME No. I-4437 WITH VANED OR BI-DIRECTIONAL GRATE. 6. ADJUSTMENT RINGS AND THE CATCH BASIN GRATE SHALL BE WITHIN ONE INCH OF THE VERTICAL ALIGNMENT OF THE CATCH BASIN. PLACE CONCRETE AROUND OUTSIDE OF ADJUSTMENT RINGS AND GRATE. 5. COVER FROM TOP OF PIPE TO FINISH GRADE UNDER SIDEWALKS SHALL BE 24 INCHES OR MORE. COVER FROM TOP OF PIPE TO FINISH GRADE UNDER ROADWAYS SHALL BE 36 INCHES OR MORE FOR PVC PIPE AND 18 INCHES OR MORE FOR DUCTILE IRON PIPE. 4. DEPTH FROM PIPE INVERT TO FINISH GRADE SHALL BE 5 FEET OR LESS. 3. AN ENTRY COUPLING OR SAND COLLAR IS REQUIRED FOR PVC PIPE WHERE THE PIPE PENETRATES THE CATCH BASIN BASE. 2. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2 INCHES. 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 199) AND ASTM C 890. ISOMETRIC VIEW GRATE 36 IN 20 IN 24 IN 9. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. 11/21 DATE REVISION BY 07/22 AMENDED MLL Moses Lake Council Packet 01-10-23, Page 470 of 592 Moses Lake Council Packet 01-10-23, Page 471 of 592 Moses Lake Council Packet 01-10-23, Page 472 of 592 5 INCHES NOTES: 1. BRASS CAP SHALL BE 2 INCHES IN DIAMETER, OR GREATER. 2. AREA EXCAVATED TO INSTALL MONUMENT SHALL BE BACKFILLED WITH CSTC TO WITHIN 9 INCHES OF FINISHED GRADE (THE BOTTOM OF THE MONUMENT CASE) AND COMPACTED TO 95% OF MAXIMUM DENSITY. THE VOID INSIDE THE MONUMENT CASE SHALL ALSO BE FILLED WITH CSTC TO THE BOTTOM OF THE BRASS CAP. 3. ADJUST MONUMENT IN ASPHALT TO 1/4 INCH BELOW FINISH GRADE. 4. "MON" SHALL BE CAST INTO THE LID. 5. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. PLAN VIEW MONUMENTS IN UNPAVED AREAS ARE NOT REQUIRED TO BE SET IN ACCORDANCE WITH THIS DETAIL. L .S.NO. RYAE 1-1/2 INCHES HMA 12-INCHES MIN. EXISTING PAVEMENT EXISTING CSTCCONCRETECONCRETE EXISTING PAVEMENT EXISTING CSTC CSTC CSTC 24 INCHES3-INCH IRON PIPE FILLED WITH CONCRETE CROSS SECTION VIEW ADJUSTMENT SLEEVE 6-INCH CAST OR DUCTILE IRON PIPE, 12 INCHES LONG DATE REVISION BY 08/18 AMENDED MLL RPM NONE 01/10 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION M O N PLAN VIEW CROSS SECTION VIEW MONUMENT COVER MONUMENT - TYPE I Moses Lake Council Packet 01-10-23, Page 473 of 592 5 INCHES NOTES: 1. BRASS CAP SHALL BE 2 INCHES IN DIAMETER, OR GREATER. 2. AREA EXCAVATED TO INSTALL MONUMENT SHALL BE BACKFILLED WITH CSTC TO WITHIN 9 INCHES OF FINISHED GRADE (THE BOTTOM OF THE MONUMENT CASE) AND COMPACTED TO 95% OF MAXIMUM DENSITY. THE VOID INSIDE THE MONUMENT CASE SHALL ALSO BE FILLED WITH CSTC TO THE BOTTOM OF THE BRASS CAP. 3. ADJUST MONUMENT IN ASPHALT TO 1/4 INCH BELOW FINISH GRADE. 4. "MON" SHALL BE CAST INTO THE LID. 5. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. PLAN VIEW L .S.NO. RAEY 1-1/2 INCHES HMA 12-INCHES MIN. EXISTING PAVEMENT EXISTING CSTCCL 3000 CONCRETE EXISTING PAVEMENT EXISTING CSTC CSTC CSTC 2 FEET 1.25 IN. SCHEDULE 40 GALVANIZED IRON PIPE CROSS SECTION VIEW ADJUSTMENT SLEEVE 6-INCH CAST OR DUCTILE IRON PIPE, 12 INCHES LONG 6-INCHES CL 3000 CONCRETE DATE REVISION BY 08/18 AMENDED MLL RPM NONE 12/12 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION M O NPLAN VIEW CROSS SECTION VIEW MONUMENT COVER MONUMENTS IN UNPAVED AREAS ARE NOT REQUIRED TO BE SET IN ACCORDANCE WITH THIS DETAIL. MONUMENT - TYPE II Moses Lake Council Packet 01-10-23, Page 474 of 592 1 INCH x 8 INCH RAIL (TYPICAL) ROADWAY MARKER (TYPICAL) 4 INCH x 4 INCH x 8 FOOT POST (TYPICAL) 5 FT. 1 FT. 2 FT. 8 FT.8 FT.4 IN. NOTES: 1. END-OF-ROADWAY MARKER SHALL BE PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SIGN OM4-2, RED ON BLACK. 2. ROADWAY MARKER POSTS SHALL BE 2-INCH O.D. GALVANIZED IRON PIPE WITH 0.095-INCH WALL THICKNESS MOUNTED IN V-LOCKS BEHIND BARRICADES. V-LOCK ANCHORS AND WEDGES SHALL BE PROVIDED BY THE CONTRACTOR. 3. 4-INCH BY 4-INCH BY 8-FOOT POSTS SHALL BE PRESSURE TREATED LUMBER, PRIMED AND PAINTED WHITE. 4. RAILS SHALL BE PLASTIC, 1-INCH THICK BY 8-INCHES WIDE, RED ON WHITE, WITH STRIPES FACTORY APPLIED, ENGINEER GRADE AS SUPPLIED BY TRAFFIC SAFETY SUPPLY. 5. LENGTH OF BARRICADE SHALL BE OF A LENGTH THAT WILL PHYSICALLY RESTRICT ACCESS BY MOTORIZED VEHICLES. 6. BARRICADES SHALL MEET THE REQUIREMENTS OF SECTIONS 3C-04 AND 3F-01 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 7. WHERE ACCESS MAY BE REQUIRED BEYOND THE BARRICADE, ALTERNATE PASS-THROUGH BARRICADES MAY BE AUTHORIZED OR REQUIRED BY THE ENGINEER. 8. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. TO BE USED ONLY AS REQUIRED OR AUTHORIZED BY THE MUNICIPAL SERVICES DIRECTOR. DATE REVISION BY 07/22 AMENDED MLL RPM NONE 12/12 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION 1 FT. 1 FT. V-LOCK SIGN ANCHOR WEDGE (PICK HOLE ON TOP)10.5 FT. SIGN POST 2-3/8 INCH O.D. GALVANIZED IRON PIPE 0.095 INCH WALL THICKNESS TRAFFIC FLOW Moses Lake Council Packet 01-10-23, Page 475 of 592 WWWWWWWWWWW"Y"NOTES: 1. CUL-DE-SACS MAY BE INSTALLED AS APPROVED BY THE MUNICIPAL SERVICES DIRECTOR, WHERE THEY DO NOT HINDER THE CONNECTIVITY OF STREETS IN THE SURROUNDING NEIGHBORHOOD. 2. CUL-DE-SACS MAY BE ECCENTRIC, AS APPROVED BY THE MUNICIPAL SERVICES DIRECTOR. 3. ONE-FOOT OF RIGHT-OF-WAY IS REQUIRED BEHIND THE BACK-OF-SIDEWALK. 4. MAXIMUM CUL-DE-SAC CROSS SLOPE IS 6 PERCENT. MAXIMUM GRADE ON THE CUL-DE-SAC STREET IS 10 PERCENT. 5. PEDESTRIAN ACCESSES AND RIGHT-OF-WAY MAY BE REQUIRED TO CONNECT THE CUL-DE-SAC TO ADJACENT NEIGHBORHOODS. 6. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. "R" DESIGN DISTANCES "Y""R" LESS THAN 220 FEET 30 FEET 220 FEET OR GREATER 46 FEET "Y" IS MEASURED FROM THE MONUMENT AT THE INTERSECTING STREET ALONG THE CENTERLINE TO THE MONUMENT AT THE CENTER OF THE CUL-DE-SAC. "R" IS MEASURED FROM CENTER OF THE CUL-DE-SAC TO TOP BACK OF CURB TOP BACK CURB EDGE OF ASPHALT SIDEWALK CENTERLINE RIGHT OF WAY PROPERTY LINE WATER MAINWWWW WHEN DEAD-END STREETS ARE APPROVED, THEY SHALL TERMINATE IN A CUL-DE-SAC UNLESS THEY MEET ALL OF THE FOLLOWING CRITERIA: 1. NO MORE THAN ONE LOT HAS SOLE ACCESS FROM THE DEAD-END STREET. 2. THE END OF THE STREET RIGHT-OF-WAY TERMINATES AT THE PLAT BOUNDARY. 3. THE ADJACENT PROPERTY IS UNPLATTED. 4. THE STREET SHOULD CONTINUE THROUGH THE ADJACENT PROPERTY WHEN IT IS DEVELOPED. 5. THE LENGTH OF THE DEAD-END STREET IS LESS THAN 175 FEET. 6. AN END-OF ROADWAY BARRICADE IS CONSTRUCTED AT THE END OF THE DEAD-END STREET.FIRST INTERSECTING S T R E E T SIDEWALKPLANTER STRIPPLANTER STRIPSIDEWALKPEDESTRIAN ACCESS (TYPICAL) DATE REVISION BY 08/18 UPDATE MLL RPM NONE 01/10 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION Moses Lake Council Packet 01-10-23, Page 476 of 592 DRAINAGE GRATE GRATE FRAME BELOW INLET GRATE DEVICE 5 INCH MAX TRIM CURB OVERFLOW BYPASS SEDIMENT AND DEBRIS FILTERED WATER CATCH BASIN SECTION VIEW NOT TO SCALE GRATE AND FRAME TOP VIEW NOT TO SCALE GRATE FRAME DRAINAGE GRATE RETRIEVAL SYSTEM NOTES: 1. INLET PROTECTION DEVICES SHALL BE INSTALLED IN ALL CATCH BASINS DOWNSTREAM TO PROJECT SITE PRIOR TO ANY AND ALL CONSTRUCTION ACTIVITY. SEE STANDARD SPECIFICATION 8-01.3(9d) 2. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 3. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 4. THE RETRIEVAL SYSTEM SHALL ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 5. MAINTENANCE SHALL BE PERFORMED IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 6. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. DATE REVISION BY 08/18 AMENDED MLL RPM NONE 12/12 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION Moses Lake Council Packet 01-10-23, Page 477 of 592 1.NEW PUBLIC UTILITIES SHOULD BE INSTALLED IN PUBLIC UTILITY EASEMENT, OR WITHIN "NEW UTILITY ZONE" SHOWN ABOVE WITHIN R.O.W. 2. ALL PARALLEL NON-POTABLE LINES SHALL BE INSTALLED AT LEAST 5 HORIZONTAL FEET FROM WATER MAINS AND VALVES. 3. ALL PERPENDICULAR PUBLIC UTILITIES SHALL PROVIDE AT LEAST 3 HORIZONTAL FEET BETWEEN MANHOLES, CATCH BASINS, VALVES, AND OTHER VERTICAL STRUCTURES. 4. NEW PUBLIC UTILITIES MAY BE INSTALLED WITHIN THE "NO PUBLIC UTILITY ZONE" AS AUTHORIZED BY THE MUNICIPAL SERVICES DIRECTOR WHEN ALTERNATE LOCATIONS ARE NOT FEASIBLE. 5. PUBLIC UTILITIES SHALL PROVIDE A VERTICAL CLEARANCE FROM MUNICIPAL UTILITIES OF AT LEAST 12-INCHES, SEPARATED BY SAND BEDDING. 6. WHERE PUBLIC UTILITIES CROSS UNDER AC PIPE, THE VOID BETWEEN THE SAND BEDDING FOR THE PUBLIC UTILITY AND THE AC PIPE SHALL BE FILLED WITH CDF. 7. WHERE A PUBLIC UTILITY IS AUTHORIZED TO PUSH A NEW UTILITY UNDER AN EXISTING ROAD, EXISTING UTILITIES MAY BE REQUIRED TO BE POTHOLED FOR INSPECTION PRIOR TO AND AT COMPLETION OF THE CROSSING. 8. PUBLIC UTILITIES WITH A FRANCHISE AGREEMENT SHALL PROVIDE DETAILS TO THE CITY OF MOSES LAKE ENGINEERING DEPARTMENT FOR REVIEW AND OBTAIN APPROVAL PRIOR TO CONSTRUCTION. 9. PUBLIC UTILITIES WITHOUT A FRANCHISE SHALL OBTAIN A STREET & UTILITY CONSTRUCTION PERMIT PRIOR TO DISTURBING ANY MUNICIPAL IMPROVEMENT. 10. ALL PUBLIC UTILITY TRENCHES WITHIN R.O.W. SHALL BE COMPACTED TO 95% MAXIMUM COMPACTION. 11. ALL CONTRACTORS WORKING WITHIN THE R.O.W. FOR A PUBLIC UTILITY SHALL HAVE A STREET AND UTILITY CONSTRUCTION PERMIT UNLESS THE PUBLIC UTILITY HAS BEEN AUTHORIZED TO COMPLETE THE WORK THROUGH A FRANCHISE PERMIT. 12. ALL EXISTING MUNICIPAL IMPROVEMENTS SHALL BE PROTECTED, OR RECONSTRUCTED TO CURRENT COMMUNITY STREET & UTILITY STANDARDS. 13. THE PUBLIC UTILITY SHALL NOTIFY THE CITY OF MOSES LAKE ENGINEERING OFFICE PRIOR TO DISTURBING ANY MUNICIPAL IMPROVEMENT. FOR UNINTENTIONAL DISTURBANCES, THE PUBLIC UTILITY SHALL NOTIFY THE CITY OF MOSES LAKE ENGINEERING OFFICE IMMEDIATELY. FOR EMERGENCY SITUATIONS, DURING NON-BUSINESS HOURS, THE PUBLIC UTILITY SHOULD CALL 911. 14. WHERE SIDEWALK, CURB, OR PAVEMENT ARE UNDERMINED, THE CURB, SIDEWALK, OR PAVEMENT SHALL BE REMOVED AND REPLACED, OR THE VOID SHALL BE FILLED WITH CDF. 15. BELOW INLET GRATE DEVICES (BIGDS) SHALL BE INSTALLED AND MAINTAINED ON ALL CATCH BASINS THAT MAY BE IMPACTED BY THE WORK. A 1 1 1 1 SURFACE NEW UTILITY ZONE NEW UTILITY ZONE NO PUBLIC UTILITIES ZONE NO PUBLIC UTILITIES ZONE 6 INCHES 24 INCHES CITY UTILITY LINEA NOTE: CONSTRUCTION NOTES: DATE REVISION BY 08/18 AMENDED MLL RPM NONE 01/13 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION Moses Lake Council Packet 01-10-23, Page 478 of 592 TOP OF CURB AND TREE WELL NOTES: 1. WHEN INSTALLING BEHIND EXISTING CURB, USE CONTROL DENSITY BACKFILL TO SUPPORT UNDERMINED CURB. 2. TREE AND IRRIGATION NOT SHOWN FOR CLARITY. 3. ALL CONSTRUCTION AND MATERIAL SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. WALL ADJACENT TO THE CURB SHALL BE 5in. LOWER THAN THE TOP OF CURB PLAN VIEW CEMENT CONCRETE CURB CONCRETE PLANTER TREE GRATE #4 REBAR 48in. THE SIDES OF THE CONCRETE MAY BE POURED USING ONLY THE INTERIOR FORM-WORK, PROVIDED THAT THE WALLS WILL BE AT LEAST 6-INCHES, BUT LESS THAN 16-INCHES THICK; AND PROVIDED THAT THE TOP 5-INCHES OF THE TREE PLANTER BOX INCLUDES THE EXTERIOR FORM-WORK. THE TOP 5-INCHES OF THE TREE PLANTER BOX MAY BE POURED SEPARATELY FROM THE BASE, WITH FIBER-MESH CONCRETE ANCHORED TO THE BASE WITH NO. 4 REBAR PLACED VERTICALLY ON 12-INCH CENTERS. 54 in. 6 in. 5 in.3 in.TOPSOILTOP OF WALL AGAINST CURB36 in. 2 in. PVC SLEEVE 95% COMPACTED SUBGRADE PROFILE VIEW DATE REVISION BY 08/18 UPDATE MLL BO NONE 03/04 JRH DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION Moses Lake Council Packet 01-10-23, Page 479 of 592 1 in. POLY. PIPE ASTM CLASS 80 D2239 SERVICE MAIN 1 in. x 1 in. x 1/2 in. TEE 2 STAINLESS STEEL CLAMPS (TYP.) 1/ 2 i n . P V C IF THIS IS THE LAST TREE PLANTER IN THIS LINE, THEN INSTALL A QUICK COUPLER PER DETAIL B. SEE DETAIL A1 in. POLY PIPE ASTM CLASS 80 D2239 CEMENT CONCRETE CURB 2 in. PVC SLEEVE FOR IRRIGATION LINE (CONDUIT FOAM SEAL) SCHEDULE 40 IPS PLASTIC PIPE 1/2 in. PVC, ENDS THREADED 4 in. PVC DRAIN PIPE BUBBLER HEAD (SEE DETAIL A) 6 in. WIDE x 36 in. DEEP CONCRETE PLANTER PLAN VIEW PROFILE VIEW 54 in.48 in.24 in.10 in. (TYP) 1/2 in. ELBOW 6 in. VALVE BOX WITH REMOVABLE LID. BUBBLER CLOSE NIPPLE DRAIN PIPE 1 54 in.6 in. 48 in. 3 in. 1 in. POLY. PIPE 36 in. TOP SOIL (WATER SETTLED) 4 in. DRAIN PIPE WITH 3/4 in. DRAIN ROCK QUICK COUPLER SIZE 44 CLOSE NIPPLE ELBOW POLY. PIPE ADAPTER 1 in. SERVICE MAIN (DOUBLE CLAMP) DETAIL B DETAIL A NOTES: 1. POLYETHYLENE PIPE SHALL RUN CONTINUOUS BETWEEN TREE WELLS. NO JOINTS OR CONNECTIONS SHALL BE MADE UNDER SIDEWALK. PIPE SHALL HAVE A SAND BED BETWEEN TREE WELLS 2. IRRIGATION PIPE SHALL BE 7 in. BELOW SIDEWALK GRADE. 3. QUICK COUPLER SHALL BE INSTALLED A 3 in. BELOW SIDEWALK GRADE IN LAST TREE WELL FROM IRRIGATION UNIT. CONTINUE 1 in. PIPE TO END OF PROJECT AND CAP ENDS. (SEE DETAIL B) 4. 4 in. DRAIN PIPE SHALL BE 4 ft. IN LENGTH AND BURIED TO A DEPTH OF 51 in. WRAP WITH WEED CONTROL FABRIC. 5. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. 1 1/2 in. SCHEDULE 40 IPS PLASTIC PIPE TREE WELL IRRIGATION PLUMBING: 2 - 1 in. x 1 in. x 1/2 in. PVC TEES 2 - 1/2 in. SCHEDULE 40 IPS PLASTIC PIPE 2 - 4 in. SCHEDULE 40 IPS PLASTIC PIPE, PRE-DRILLED WITH 1/2 in. HOLES 2 - 1/2 in. PVC CLOSE NIPPLES 2 - 1/2 in. PVC 90 DEGREE ELBOWS 2 - RAINBIRD 1300A-FR BUBBLER HEADS DeWITT'S PRO-5 WEED BARRIER FABRIC (1-800-888-9669) BRASS QUICK COUPLER, 6 in. VALVE BOX WITH REMOVABLE LID DATE REVISION BY 08/18 AMENDED MLL TMD/MTP NONE 05/1992 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION Moses Lake Council Packet 01-10-23, Page 480 of 592 VARIESBLACKDRIVEWAY RED H:V=12:1 OR LESS EXISTING CURB & GUTTER SIDEWALK TOP OF TAPER BUILDING SIDE BRICK PAVER TYPE A CURB PAVERS 1 1/2" BEDDING SAND CONCRETE EDGE STRIP 6 TO 18 in. 4" COMPACTED GRAVEL CONSTRUCTION GEOSYNTHETICCOMPACTED CLEAN NATIVE MATERIAL 4 in. CSTC 12 in. NOTES: 1. PAVERS SHALL BE INSTALLED 1/16 INCH TO 1/8 INCH ABOVE ANY ADJACENT CONCRETE SURFACES. 2. CONCRETE EDGE STRIP SHALL BE 6 TO 18 INCHES WIDE 12 INCHES DEEP, FIBERMESH CONCRETE OR INSTALL TWO #4 REBAR. REBAR SHALL BE PLACED 3" FROM BOTTOM & EDGE. 3. ALL PAVERS SHALL BE INSTALLED ON GRADE OF 1% TO 2% TOWARDS CURB. RAMPS SHALL H:V=12:1, OR LESS, PARALLEL WITH CURB. 4. REUSE EXISTING PAVERS AND MATCH EXISTING PAVER PATTERN WHEN APPLICABLE AND AS DIRECTED BY THE ENGINEER. FOR NEW PAVER INSTALLATIONS, PROVIDE MATERIAL SAMPLES TO ENGINEER FOR APPROVAL. 5. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. DATE REVISION BY 08/18 UPDATE MLL RLG NONE 08/11 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION SECTION A-A A A 1% TO 2% Moses Lake Council Packet 01-10-23, Page 481 of 592 SECTION A-A A A 1-1/4 in. METAL CONDUIT (1-3/8 in. I.D.) NOTE- METAL CONDUIT SHALL BE 6 in. LONG WELD 1/2-in. I.D. WASHER TO BOTTOM OF CONDUIT 6 in. DEEP CONCRETE CLASS 3000 PAVERS 1-1/2 in. SAND 4 in. CSTC GEOTEXTILE FABRIC COMPACTED SUBGRADE TYPE A CURB NOTES: 1. ENGINEER MAY AUTHORIZE FLAGPOLE HOLDER TO BE INSTALLED IN UTILITY STRUCTURE EDGING. 2. PAVERS SHALL BE INSTALLED 1/16 INCH TO 1/8 INCH ABOVE ADJACENT CONCRETE SURFACES. 3. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. DATE REVISION BY 08/18 UPDATE MLL TMD NONE 09/1991 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION Moses Lake Council Packet 01-10-23, Page 482 of 592 1-1/4 in. 3/16 in. NOTE: FOR 1 INCH THICK GRATE 1-1/4 x 1-1/4 x 3/16 in. ANGLE IRON (A 36 STEEL) SECTION A-A 1-1/16 in. NOT TO SCALE 1-1/2 in. x 3/16 in. FLAT BAR x 1-1/2 in. W/ 1/2 in. HOLE IN CENTER (TYP.) USE 7/16 STAINLESS STEEL BOLT 1 in. LONG INTO BACK OF CURB. NOTE: ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. #4 x 3 in. REBAR ANCHOR #4 x 3 in. REBAR ANCHOR #4 x 6 in. REBAR ANCHOR #4 x 6 in. REBAR ANCHOR 20 in. #4 x 3 in. REBAR ANCHOR 19- 3 / 8 i n . 21-3/16 in. I.D. 42-1/4 in. I.D. 24-3/16 in. I.D. 1-1/4 in. #4 x 3 in. REBAR ANCHOR A A A A A A 8 12 in.8 12 in.8 12 in.8 12 in. DATE REVISION BY 08/18 UPDATE MLL RPM NONE 03/04 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION #4 x 3 in. REBAR ANCHOR Moses Lake Council Packet 01-10-23, Page 483 of 592 OPENINGS SHALL NOT EXCEED 1/4-INCH WIDTH GRATE THICKNESS SHALL BE 1-INCH CAST IRON. NOTE: ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. 21 in. 1/2 in. (TYP) 12 in. 24 in. 42 in. DATE REVISION BY 10/20 UPDATE MLL RPM NONE 12/13 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION Moses Lake Council Packet 01-10-23, Page 484 of 592 NOTES: 1. ALL HORIZONTAL SURFACES OF THE TREE GRATE AND FRAME ASSEMBLY SHALL NOT DEVIATE VERTICALLY MORE THEN 1/8 INCH FROM ADJACENT SURFACES IN THE TREE GRATE AND FRAME ASSEMBLY. 2. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. THE TREE GRATE SHALL BE CENTERED, WITHIN 1/8 INCH, BETWEEN THE SIDES OF THE TREE PLANTER. B B CEMENT CONCRETE CURB INSTALL TREE GRATE AND FRAME ASSEMBLY SO THE GAP AT ANY LOCATION IS 1/4 INCH OR LESS.INSTALL EXPOSED AGGREGATE CONCRETE, 5 INCH DEPTH. INSTALL TREE GRATE AND FRAME. SECTION B-B INSTALL SIX, 6-INCH LONG #4 REBAR EVENLY SPACED DATE REVISION BY 10/20 UPDATE MLL BO NONE 04/04 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION Moses Lake Council Packet 01-10-23, Page 485 of 592 TREE WRAP EXPOSED EDGES OF METAL STAKES SHALL BE FILED SMOOTH. TIE WIRE ENCASED IN RUBBER HOSE METAL TREE STAKES ATTACHED WITH 2 BOLTS TO GRATE. NURSERY PLANT DEPTH SOIL LINE 3 in. BELOW GRATE. (SOIL LINE AND ROOT CROWN SHALL BE THE SAME) ASPHALT CEMENT CONCRETE CURB 33 in. TOPSOIL CONCRETE PLANTER 95% COMPACTED SUBGRADE NOTES: 1. TREE SHALL BE CENTERED WITHIN 14 IN. IN THE TREE GRATE. THE ACTUAL CENTER OF THE TREE GRATE OPENING SHALL PASS THROUGH THE CENTER OF THE TREE. 2. TREE WELL SHALL BE FILLED WITH 33 INCHES OF TOPSOIL, WATER SETTLED TO FINISHED SOIL GRADE. 3. BARE ROOT OR ROOT BALL STOCK MAY BE USED. REMOVE BURLAP FROM TOP HALF OF ROOT BALL IF USED. 4. CUT AND STRAIGHTEN ROOTS THAT CIRCLE AND REMOVE ALL MATTED ROOTS. 5. TREE ROOT CROWN SHALL BE PLANTED TO SOIL LINE. 6. ADD AND FIRM SATURATED TOPSOIL AS NEEDED FOR GOOD CONTACT WITH ROOTS. WATER SETTLE TREE SO LEVEL OF NURSERY SOIL LINE MEETS SOIL FINISHED GRADE. 7. REMOVE ANY DAMAGED BRANCHES, DO NOT CUT LEADER. 8. REMOVE ALL BRANCHES UP TO 16 INCHES ABOVE TREE ROOT CROWN. 9. THE TREE SHALL BE STAKED PERPENDICULAR TO THE PAVER SIDEWALK USING 38 INCH X 1 INCH X 4 FEET TALL STEEL FLAT BAR. 10.TIE WIRE AROUND TREE SHALL BE ENCASED IN SOFT RUBBER TUBING. 11.TREE SHALL BE WRAPPED WITH CORRUGATED PAPER TREE WRAP, WRAP FROM BOTTOM UPWARDS. 12.TREE SHALL NOT BE PLANTED UNTIL FULLY AUTOMATIC IRRIGATION SYSTEM IS OPERATIONAL AND INSPECTED. 13.TREE ROOT CROWN SHALL BE PLANTED 3 INCHES BELOW GRATE. 14 ALL CONSTRUCTION AND MATERIAL SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. DATE REVISION BY 08/18 UPDATE MLL TMD NONE 05/1992 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION Moses Lake Council Packet 01-10-23, Page 486 of 592 LEAD-IN SAWCUTS.5 FT.5 FT.5 FTCONDUITFILL WITH EPOXYEDGE OF GUTTER LEAD-IN SAWCUTS AND CONDUITPLACEMENT DETAILDETAIL AINSTALL NON-METALLIC BUSHINGAND SEAL CONDUIT W/ELECTRICALPUTTY OF SILICONE.SPLICE DETAILLOOP INSTALLATION NOTES:1. INSTALL JUNCTION BOX AND LEAD-IN CONDUIT.2. SAW LOOP SLOTS AND LEAD-IN SLOTS.3. LAY OUT LOOP WIRE BEGINNING AT JUNCTION BOX, ALLOWING 5' SLACK.4. INSTALL WIRE IN LOOP SLOT. SEE LOOP WINDING DETAIL.5. RETURN TO JUNCTION BOX AND IDENTIFY LEADS WITH PLAN DETECTOR NUMBER AND "S" FOR STARTAND "F" FOR FINISH.6. TWIST EACH PAIR OF LEAD-IN WIRES TWO TURNS PER FOOT FROM LOOP TO JUNCTION BOX ANDINSTALL IN LEAD-IN SLOT AND CONDUIT. REVERSE DIRECTION OF TWIST FOR EACH SUCCESSIVE PAIRINSTALLED.7. CONSTRUCT SUPPLEMENTAL SPLICE CONTAINING ANY SERIES OR PARALLEL LOOP CONNECTIONSREQUIRED IN PLANS. SUPPLEMENTAL SPLICES ARE SUBJECT TO THE SAME REQUIREMENTS SHOWNFOR THE LOOP LEAD AND SHIELD CABLE SPLICE.8. SPLICE LOOP LEADS OR SUPPLEMENTAL SPLICE LEADS TO SHIELDED CABLE AS NOTED.9. COMPLETE INSTALLATION AND TEST LOOP CIRCUITS OR COMBINATION LOOP CIRCUITS. SEE STD. SPEC.8-20.3(14)D.10. FRONT OF LOOP SHALL BE MEASURED FROM BACK OF STOP BAR, OR BACK OF CROSSWALK WHERE NOSTOP BAR IS INSTALLED.11. SEAL END OF CONDUIT WITH ELECTRICAL PUTTY OR SILICONE.12. EACH LEAD-IN WIRE SHALL BE TWISTED AT LEAST 6 TIMES PER FOOT BETWEEN THE INDUCTION LOOP WIRES AND THEDETECTORS LEAD-IN CABLES.13. WHEN CONSTRUCTION ACTIVITIES CAUSE DAMAGE TO EXISTING INDUCTION LOOPS, LEAD-IN WIRES, OR LEAD-IN CABLES,REPLACEMENT SHALL BE IN ACCORDANCE WITH THIS DETAIL AND AS DIRECTED BY THE ENGINEER.14. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OFMOSES LAKE.NOTE: SPLICE KIT SHALL BE CENTERED ON CONDUCTORS AND SUFFICIENT SLACK SHALL BE PROVIDED SO THAT THE SPLICE CAN BE RAISED AT LEAST 12" ABOVE GROUND LINE.1 SEALANT - SEE STD. SPEC. 8-20.3(14)C.2 TWISTED POLYPROPYLENE ROPE (SIZED FOR SNUG FIT).3 LOOP WIRE - NUMBER VARIES (SEE LOOP WINDING DETAILS).4 LEAD-IN WIRES: ONE PAIR FOR EACH LOOP SERVED. 3 PAIRS MAX. PER SAWCUT.5 EXTEND SAWCUT SUFFICIENT LENGTH TO PROVIDE FULL SAWCUT DEPTH AROUND CORNERS.6 LENGTH MAY VARY WHEN DIRECTED BY ENGINEER.TYPE 1 LOOPPLAN SYMBOLTYPE 1 LOOP WINDING DETAILSSFNOTE: THE NUMBER OF TURNS SHALL BE AS SHOWNUNLESS NOTED OTHERWISE IN THE PLANSFOR CONDUIT SIZE TOAMPLIFIER, SEE PLANSTYPICAL CONDUIT PLACEMENT FOR LOOPLEAD-IN WIRES2 INCH GALV. CONDUITSEE DETAIL AFOR PLAN VIEWEDGE OF GUTTERSTANDARD JUNCTION BOX2 FT.SEE SPICE DETAIL & NOTESSEE NOTE 11SEE LOOPINSTALLATIONNOTE 10BACK OF STOP BAR1 FT. 2 IN.40 FT..75 IN.2 IN..75 IN.4 FT.3 ft.1 FT.LANE ?BBAA6121/4" SAWCUTSECTION A-A1/2" SAWCUTSECTION B-B3 LOOP WIRE4 LEAD-IN51 FT.LOOP SAWCUT DETAILSTYPICAL CORNER SAWCUTPLASTIC MOLD OR HEATSHRINK TAPEFOIL SHIELD1"1"* DRAIN WIRECABLE JACKETDETECTOR LEAD-INCABLE 2C(SH)* GROUND DRAIN WIRE AT CONTROLLER CABINET ONLYBLACKCONDUCTORTWO LAYERS VINYLELECTRICAL TAPE(TYP.)WIRETO LOOPWIREFROM LOOPSOLDERED COMPRESSION CONNECTION~ OFFSET FROM EACH OTHER (TYP.)SPLICE PER STD. SPECS 9-29.12(2)WHITECONDUCTORDATE REVISION BY08/18AMENDED MLLTMDNONE12/1996MORODRAWNCHECKDATESCALEWASHINGTONGRANT COUNTYMUNICIPAL SERVICES DEPT. - ENGINEERING DIVISIONBEDDING PER TRENCH DETAILMoses Lake Council Packet 01-10-23, Page 487 of 592 STREET ROW W PEDESTRIAN PATH OR ACTIVITY TRAIL SIDEWALK STREET SIDEWALK 1% TO 2.0% 1% TO 2% 2 FT2 FT ROW 1-INCH MAINTENANCE ROCK W 2 FT.2 FT. NOTES: 1. WHERE REQUIRED BY MLMC 17.21.040, PEDESTRIAN PATHS AND ACTIVITY TRAILS SHALL BE CONSTRUCTED TO CONNECT WITH SIDEWALKS AND ACTIVITY TRAILS WITHIN STREET RIGHT-OF-WAY. 2. ACTIVITY TRAILS SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE ACTIVITY TRAIL MASTER PLAN. 3. FOR PEDESTRIAN PATHS, WIDTH OF SIDEWALK SHALL BE AT LEAST 6 FEET. FOR ACTIVITY TRAILS, WIDTH OF SIDEWALK SHALL BE AT LEAST 10 FEET. 4. PEDESTRIAN PATHS SHALL BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE, 4 INCH DEPTH, ON 1-INCH MAINTENANCE ROCK. 5. ACTIVITY TRAILS SHALL BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE, 4 INCH DEPTH, ON 1-INCH MAINTENANCE ROCK. 6. CROSS SLOPE SHALL BE 1% TO 2.0%. 7. JOINTS SHALL BE SPACED TO CORRESPOND WITH THE WIDTH. FULL DEPTH MASTIC SHALL BE INSTALLED EVERY 20 TO 30 FEET AS DIRECTED BY THE ENGINEER. 8. CONTROL JOINTS SHALL BE 1 INCH DEEP AND PLACED PERPENDICULAR TO THE CURB. SPACING SHALL MATCH THE SIDEWALK WIDTH, BUT NOT GREATER THAN 10 FT; EXCEPT, WHEN PLANTER AREAS ARE NOT INSTALLED, CONTROL JOINTS SHALL ALIGN WITH CURB JOINTS. 9. FULL DEPTH EXPANSION JOINTS (MASTIC) SHALL BE PLACED PERPENDICULAR TO THE CURB AT 20 TO 30 INTERVALS. ALIGN WITH CONTROL JOINTS AS DIRECTED BY ENGINEER. 10. MASTIC SHALL BE 3/8-INCH THICK MATERIAL AND BE PLACED FULL DEPTH. MASTIC SHALL NOT BE INSTALLED WITHIN DRIVEWAYS OR RAMPS. 11. SIDEWALK AND DRIVEWAYS SHALL BE BROOM FINISHED PERPENDICULAR TO THE CURB. 12. WHEN NEW SIDEWALKS ARE INSTALLED ADJACENT TO EXISTING CURB OR SIDEWALKS, NO.4 REBAR SHALL BE INSTALLED IN THE DIRECTION OF PEDESTRIAN TRAVEL AS DIRECTED BY THE ENGINEER. 13. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. VARIES RIGHT-OF-WAY OR EASEMENT BOUNDARY DATE REVISION BY 08/18 AMENDED MLL RPM NONE 03/14 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION 4 IN. Moses Lake Council Packet 01-10-23, Page 488 of 592 A-2000 D&L FDRY USA A-2000 DRAIN 1 IN. PICK HOLE 25 IN. 1 IN. SECTION A-A DATE REVISION BY RPM NONE 07/16 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION MLLAMENDED10/20 NOTES: 1. LIDS WITH CITY LOGO MAY BE AUTHORIZED BY ENGINEER ON LIDS THAT WILL BE MAINTAINED BY THE CITY TO ALLOW EXISTING STOCK TO BE DEPLETED. 2. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. Moses Lake Council Packet 01-10-23, Page 489 of 592 Moses Lake Council Packet 01-10-23, Page 490 of 592 Moses Lake Council Packet 01-10-23, Page 491 of 592 NOTES: 1. CONSTRUCT TEMPORARY CUL-DE-SAC OF 4" COMPACTED CSTC. 2. TEMPORARY CUL-DE-SAC MAY BE AUTHORIZED FOR NEW SUBDIVISIONS IN ACCORDANCE WITH THE MOSES LAKE MUNICIPAL CODE. 3. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE.3:13:13:1FINISH GRADE SWALE & BERM SECTION DETAIL (NTS) SWALE SWALE BERM CENTER OF CUL-DE-SAC END OF CURB & SIDEWALK R=30 F T R.O.W. CSTC 4" 18" 18" BERM2% DATE REVISION BY RPM NONE 07/16 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION MLLAMENDED08/18 Moses Lake Council Packet 01-10-23, Page 492 of 592 MLL NONE 07/22 RAL DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2021\Revised\A-30 Catch Basin Tee.dwg PLOT: July 27, 2022 at: 12:54pmNOTES: 8. THE SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT, A STOP TAB, OR SOME OTHER DEVICE AUTHORIZED BY THE ENGINEER. 7. THE MATING SURFACES OF THE LID AND THE BODY SHALL BE MACHINED FOR PROPER FIT. ALL SHEAR GATE BOLTS SHALL BE STAINLESS STEEL. 6. INSTALL THE GATE SO THAT THE LEVEL-LINE MARK IS LEVEL WHEN THE GATE IS CLOSED. 5. COVER FROM TOP OF PIPE TO FINISH GRADE UNDER SIDEWALKS SHALL BE 24 INCHES OR MORE. COVER FROM TOP OF PIPE TO FINISH GRADE UNDER ROADWAYS SHALL BE 36 INCHES OR MORE FOR PVC PIPE AND 18 INCHES OR MORE FOR DUCTILE IRON PIPE. 4. THE LIFT HANDLE SHALL BE MADE OF A SIMILAR METAL TO THE GATE (TO PREVENT GALVANIC CORROSION). IT MAY BE OF SOLID ROD OR HOLLOW TUBING, WITH ADJUSTABLE HOOK AS REQUIRED. 3. THE SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26 AND ASTM B 276, DESIGNATION ZG23A; OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 30B. 2. PIPE SUPPORT SHALL BE MADE OF ALUMINUM AND ANCHORED TO THE MANHOLE WITH 58" STAINLESS STEEL EXPANSION BOLTS OR EMBED THE SUPPORTS INTO THE MANHOLE WALL 2 INCHES. 1. CATCH BASIN TEE SHALL BE MADE OF SAME SIZE AND MATERIAL AS THE STORM PIPE. 12 IN' MIN. 6 IN. MIN. 30 INCH ROUND CATCH BASIN INLETOUTLET MORTAR TYP. PVC TEE SHEAR GATE - 8 INCH MIN. DIA. LIFT HANDLE PIPE SUPPORT CATCH BASIN TEE SHEAR GATE DETAIL FRONT SIDE CLOSED MAXIMUM OPENING LEVEL LINE 12" HOLE ON 10 38" BOLT CIRCLE (TYP.) LIFT HANDLE LIFT HANDLE ATTACHMENT 1" DIA. ROD OR TUBING ADJUSTABLE LOCK HOOK WITH LOCK SCREW 9. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. 12 IN. MIN. Moses Lake Council Packet 01-10-23, Page 493 of 592 10'10' SANITARY SEWER AND WATER SERVICES SHALL BE INSTALLED TO EDGE OF PUBLIC UTILITY EASEMENT. 1. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. WATER METERS SHALL BE INSTALLED IN THE MIDDLE OF THE SIDEWALK.SIDEWALKPLANTER AREAPLANTER AREASIDEWALKPUBLIC UTILITY EASEMENT LOT LINE RIGHT-OF-WAY LINE CURB WATER MAINSEWER MAINCENTERLINENOTE: DATE REVISION BY 08/18 AMENDED MLL RPM NONE 01/10 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION Moses Lake Council Packet 01-10-23, Page 494 of 592 NOTES: 1. HMA IN THE PATCH ZONE SHALL BE OF 3 INCHES THICK, OR MATCH EXISTING, WHICHEVER IS GREATER. HOWEVER, THE THICKNESS IS NOT REQUIRED TO BE GREATER THAN 6 INCHES. ALL PATCHES SHALL BE PLACED IN 2 OR MORE LIFTS. ALL LIFTS SHALL BE 2 INCHES (COMPACTED), OR LESS. 2. PATCH WIDTH SHALL ACCOMMODATE COMPACTION METHODS APPROVED BY THE ENGINEER. 3. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. ALL VOIDS SHALL BE FILLED WITH CONTROLLED DENSITY BACKFILL CUT EXISTING PAVEMENT LEAVING A VERTICAL FACE. TACK COAT THE FACES OF ALL CUTS PRIOR TO PLACING HMA. 1 FOOT EXISTING PAVEMENT CURB PLANTER AREADATE REVISION BY 07/22 AMENDED MLL RPM NONE 01/10 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION 1'1' PATCH ZONE SAW CUTSAW CUT4 INCHES CSTC EXISTING PAVEMENTEXISTING PAVEMENT TRENCH WIDTH SECTION AT ROADWAY CURB SECTION AT MIDDLE OF ROADWAY EXISTING CSTCEXISTING CSTC 4 INCHES CSTC RE-COMPACT EXISTING CSTC AS REQUIRED RE-COMPACT EXISTING CSTC AS REQUIRED EXISTING CSTC1 FOOT CUT EXISTING PAVEMENT LEAVING A VERTICAL FACE. TACK COAT THE FACES OF ALL CUTS PRIOR TO PLACING HMA. PATCH ZONE SAW CUT3 INCH HMA OR MATCH EXISTING 3 INCH HMA OR MATCH EXISTING Moses Lake Council Packet 01-10-23, Page 495 of 592 NOTES: 1. TRACER WIRE SHALL BE TAPED AT 10-FOOT INTERVALS TO THE TOP OF ALL WATER AND SEWER PRESSURE MAINS, AND WATER SERVICE LINES. 2. BEDDING MATERIAL SHALL BE PLACED UNDER ALL PIPE PRIOR TO PLACING PIPE. 3. TRENCHES MAY BE BACKFILLED WITH CONTROLLED DENSITY FILL. 4. ALL UTILITIES (PHONE, GAS, CABLE TV, TELECOMMUNICATIONS, ELECTRIC, WATER, SEWER, STORM, ETC.) SHALL MEET THE REQUIREMENTS OF THIS DETAIL. 5. WHERE THE DEPTH OF COVER IS LESS THAN 30 INCHES, THE ENGINEER SHALL DETERMINE THE LOCATION OF THE MARKING TAPE. 6. PIPE COVER (L) AND PIPE DIAMETER (D) MAY BE LONGER THAN REQUIRED BY TABLE B-3. 7. BUILDING SEWERS SHOULD BE INSTALLED BELOW WATER LINES. CASING IS NOT REQUIRED ON BUILDING SEWERS. 8. ENGINEER MAY APPROVE DEVIATIONS TO BUILDING SEWER LOCATIONS WHEN EXISTING CONDITIONS PREVENT COMPLIANCE WITH THIS DETAIL. 9. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. WATER MAINS 42 INCHES 8 INCH WATER SERVICES 30 INCHES 1 INCH SEWER MAINS 48 INCHES 8 INCH BUILDING SEWERS 36 INCHES 4 INCH SANITARY SEWER PRESSURE MAINS 72 INCHES VARIES SANITARY SEWER PRESSURE SERVICES 72 INCHES VARIES STORM SEWER UNDER ROADWAY 36 INCHES 8 INCH STORM SEWER UNDER SIDEWALK 24 INCHES 8 INCH STORM SEWER - DUCTILE IRON 18 INCHES 8 INCH TABLE B-3 WATER MAINS, SANITARY SEWER MAINS, AND STORM SEWER MAINS TRENCH WIDTH FOR MAINS (W) SHALL BE PIPE SIZE PLUS 18 INCHES. ALL TRENCHES SHALL MEET WAC CHAPTER 296-155 FOR CONSTRUCTION WORK. REQUIRED PIPE COVER "L" REQUIRED PIPE DIAMETER "D" TRACER WIRE MARKING TAPE FINISH GRADE ALL TRENCH COMPACTION SHALL BE 95% OF THE MAXIMUM DENSITY "L"2 FT.6 INCHES"D"6 INCHESPIPEBEDDINGZONE"W" DATE REVISION BY 10/20 AMENDED MLL RPM NONE 01/10 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION Moses Lake Council Packet 01-10-23, Page 496 of 592 * BASED ON A PIPE TEST PRESSURE OF 250 PSI, A SAFETY FACTOR OF APPROXIMATELY 1.5, AND BEARING STRENGTH OF SOIL AT 3000 LBS./SQ. FT. FOR OTHER CONDITIONS REVISE AND INCREASE AS APPROVED BY THE ENGINEER. NOTES: 1. THRUST BLOCKS SHALL EXTEND TO UNDISTURBED GROUND. 2. INCREASE THRUST BLOCK AREA SHOWN IN TABLE ABOVE BY 50% IN SAND. 3. WRAP ALL FITTINGS WITH 8-MIL POLYETHYLENE ENCASEMENT. 4. CONCRETE SHALL NOT COME INTO CONTACT WITH PIPE, VALVES, OR FITTINGS. 5. ALL THRUST BLOCKS SHALL BE FORMED ON THE SIDES WITH SUITABLE BACKFILL MATERIAL OR REMOVABLE FORMS. 6. THRUST BLOCKS SHALL NOT BE USED ON MUNICIPAL VALVES OR HYDRANTS. RESTRAINT JOINTS MAY BE REQUIRED. 7. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. 4 INCH OR LESS 6 INCH 8 INCH 10 INCH 12 INCH 14 INCH 16 INCH 2 SF 4 SF 6 SF 10 SF 13 SF 18 SF 23 SF 3 SF 5 SF 8 SF 13 SF 19 SF 25 SF 32 SF SIZE TEES AND DEAD ENDS 90° BEND 45° BEND 22-1/2° BEND THRUST BLOCK BEARING AREA REQUIRED* SHACKLE EMBEDDED IN THRUST BLOCK (#4 EPOXY COATED REBAR) VERTICAL 45° BEND TEE 2 SF 3 SF 5 SF 7 SF 10 SF 14 SF 18 SF 1 SF 2 SF 3 SF 4 SF 6 SF 7 SF 9 SF DATE REVISION BY 08/18 AMENDED MLL RPM NONE 01/10 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION Moses Lake Council Packet 01-10-23, Page 497 of 592 NOTES: 1. TRACER WIRE SHALL BE TAPED AT 10-FOOT INTERVALS TO THE TOP OF ALL MAINS AND ON WATER SERVICE LINES UP TO WATER METER TILE. 2. VALVE BOX AND LID SHALL BE SET 1/8 TO 1/4 INCH BELOW FINISH GRADE IN ASPHALT AREAS. IN UNPAVED AREAS SET VALVE BOX TO GRADE AND CENTER IN A CONCRETE PAD, SLOPED IN DIRECTION OF TRAVEL, WITH A DEPTH OF 6 INCHES AND A WIDTH OF 1 FOOT BEYOND VALVE BOX. 3. VALVE OPERATING NUT MORE THAN 4 FEET BELOW GRADE SHALL HAVE AN APPROVED EXTENSION INSTALLED TO BRING TOP OF OPERATING NUT TO 24 INCHES TO 36 INCHES BELOW FINISH GRADE. 4. BRASS WIRE CLAMP SHALL BE SPLIT-BOLT CONNECTOR OR OTHER WIRE CONNECTOR AS AUTHORIZED BY THE ENGINEER. 5. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. DATE REVISION BY 07/22 AMENDED MLL RPM NONE 12/12 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2021\Revised\B-5 VALVE INSTALLATION_Rev.dwg PLOT: July 27, 2022 at: 12:56pm1-1/2 INCHES HMA HMA CSTC 12-INCHES OR GREATER EXTEND 3 FEET OF TRACER WIRE INSIDE VALVE BOX MARKING TAPE VALVE BOX VALVE 24 INCHES SAND BEDDING WATER MAIN SAND BEDDING SAND BEDDING PRESSURE SEWER MAIN OR SAND BEDDING 8 INCH x 12 INCH 2-INCH THICK CONCRETE BLOCK UNDER VALVE FOR SUPPORT UNDISTURBED EARTH CONCRETE 6-INCH DEPTH CSTC 4-INCHES MARKING TAPE SPLICE VALVE TRACER WIRE TO PIPE TRACER WIRE WITH BRASS WIRE CLAMP HMA CSTC Moses Lake Council Packet 01-10-23, Page 498 of 592 NOTES: 1. NO PORTION OF THE HYDRANT SHALL PROJECT OVER THE SIDEWALK OR TRAVELED WAY. 2. THE HYDRANT SHALL BE CENTERED IN A 6-FT. X 6-FT. X 6-IN. CONCRETE PAD; HOWEVER, THE SIDEWALK MAY BE CONSIDERED PART OF THE PAD. 3. 1/4-INCH-THICK NEOPRENE EXPANSION JOINT REQUIRED BETWEEN CONCRETE PAD AND FIRE HYDRANT. 4. MUNICIPAL HYDRANTS SHALL BE PAINTED YELLOW. PRIVATE HYDRANTS SHALL BE PAINTED RED. 5. PLACE HYDRANT BOLLARDS WHEN REQUIRED BY THE CITY. 6. MECHANICAL JOINTS AND BELL/SPIGOT CONNECTIONS SHALL BE RESTRAINED JOINTS. CONCRETE THRUST BLOCKS AND SHACKLES ARE NOT ALLOWED ON HYDRANTS OR VALVES. 7. ALL FITTINGS SHALL BE DUCTILE IRON, WRAPPED IN 8-MIL POLYETHYLENE ENCASEMENT, EXCEPT FOR THE BARREL SECTION. 8. VALVE SHALL BE INSTALLED PER THE VALVE AND TRACER WIRE DETAIL. 9. FOR MUNICIPAL HYDRANTS, EXCEPTIONS WILL NOT BE AUTHORIZED FOR 8-INCH INSTALLATIONS, REDUCED FOR THE HYDRANTS. 10.WHERE A HYDRANT TEE IS INSTALLED ON AN EXISTING AC PIPE, INSTALL A THRUST BLOCK IN ACCORDANCE WITH DETAIL B-4. 11.ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. 8 INCH x 12 INCH 2-INCH THICK CONCRETE BLOCK FOR SUPPORT TEE - MJ x MJ x FLANGE MJMJ SIX-INCH FLANGE x MJ RESILIENT SEATED GATE VALVE VALVE BOX TRACER WIRE FILTER FABRIC CONCRETE PAD EXPANSION JOINT SEE NOTE 3 6-INCH MIN. 2 FEET OR GREATER PUMPER CAP 5-INCH STORZ CONNECTION 1-FOOT OR GREATER HMA 2-INCHES TO 6-INCHES CLEARANCE FROM BOTTOM OF BOLTS SAND BEDDING DRAIN ROCK DRAIN ROCK SAND BEDDING UNDISTURBED MATERIAL 6-INCH SEE NOTE 10 DATE REVISION BY RPM NONE 12/12 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION 08/18 AMENDED MLL Moses Lake Council Packet 01-10-23, Page 499 of 592 NOTES:1. METER TILE SHALL BE CENTERED IN A 5-FOOT BY 5-FOOT BY 6-INCH-THICK CONCRETE PAD OR SIDEWALK.WATER SERVICES BEYOND THE RIGHT-OF-WAY SHALL BE INSTALLED FROM A PRIVATE WATER MAIN.2. CONNECT SERVICE TRACER WIRE TO WATER MAIN TRACER WIRE WIRE WITH BRASS WIRE CLAMP. BRASSWIRE CLAMP SHALL BE SPLIT-BOLT CONNECTOR OR OTHER CONNECTOR AS AUTHORIZED BY THE ENGINEER.3. SERVICE LINE SHALL BE INSTALLED WITHOUT JOINTS.4. SERVICE LINES ON THE SERVICE SIDE OF THE SETTER SHALL BE COPPER TYPE K, COPPER TYPE L, PEX, PVCSCHEDULE 40 OR GREATER, PE 200 PSI OR GREATER, CPVC, OR AS AUTHORIZED BY THE BUILDING OFFICIAL.5. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BYTHE CITY OF MOSES LAKE.TRACER WIRETYPE 'K' COPPERSERVICE LINECORPORATION STOP ANDSERVICE FITTING3/4-IN. x 18-IN.PVC PIPE X-BRACETYPE 'K' COPPERWITH CAPCOPPERMETER SETTERTRACE WIRETERMINAL BLOCKCENTER IN SIDEWALKOR CONCRETE PADSERVICESADDLEGROUND OR SIDEWALK SURFACEWATERMAINTRENCHING AND BEDDING SHALL BEPER STANDARD DRAWING B-367.5° FOR 2 IN.45° FOR 1 IN.30 INCHES OF COVER REQUIREDOVER SERVICE LINEFIELDVERIFY18-IN.OR GREATERMETER TILERING & COVER1-INCH SERVICE 17 IN. ± 5 IN. 2-INCH SERVICE 30 IN. ± 6 IN.DATE REVISION BYRPMNONE01/13MORODRAWNCHECKDATESCALEWASHINGTONGRANT COUNTYMUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION07/22AMENDED MLLIN NEW SUBDIVISIONS, SERVICE SIDEOF METER SHALL BE EXTENDED TO THE BACKOF THE UTILITY EASEMENTMoses Lake Council Packet 01-10-23, Page 500 of 592 DATE REVISION BY AR NONE 04/18 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION NOTES: 1. FOR 3-INCH WATER SERVICES INSTALL 4-INCH WATER SERVICE LINE FROM THE MAIN, REDUCED TO 3-INCH SERVICE IN THE VAULT. 2. BYPASS PIPING SHALL BE THE SAME SIZE AS THE SERVICE LINE. SINGLE BYPASS VALVE IS REQUIRED. A REDUCED BYPASS MAY BE APPROVED WITH WRITTEN REQUEST FROM THE OWNER. 3. THE SERVICE LINE SHALL BE ADJUSTED TO MEET THE DEPTH REQUIREMENT OF THE VAULT. 4. ALL SERVICE LINE CONNECTIONS SHALL BE RESTRAINED JOINTS. 5. VALVES AND TEES MAY BE INSTALLED OUTSIDE THE VAULT WITH AUTHORIZATION FROM THE ENGINEER. 6. STRAINERS ARE REQUIRED FOR ALL METER INSTALLATIONS 3 INCHES AND LARGER. STRAINERS WILL BE SERVICED AND MAINTAINED BY THE WATER DIVISION. WATER MAIN VALVE IN ACCORDANCE WITH DESIGN REQUIREMENTSROWFLOW FLOW 0.5' METER2 FT MIN.0.5 MIN. UP STREAM PIPE DIAMETERS REQUIRED BY WATER METER DOWN STREAM PIPE DIAMETERS REQUIRED BY WATER METER STRAINER 12 IN. TO 24 IN. 6 INCHES OF COMPACTED CRUSHED SURFACING TOP COURSE OPEN BOTTOM CONCRETE VAULT METER PLAN VIEW IN ACCORDANCE WITH DESIGN REQUIREMENTS ELEVATION VIEW 7. CONTRACTOR SHALL VERIFY ALL PIPING COMPONENTS AND VAULT SIZES PRIOR TO INSTALLATION. 8. WATER SERVICES 3-INCHES AND LARGER SHALL BE INSTALLED ON PRIVATE PROPERTY. 9. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. HATCH IN ACCORDANCE TO STANDARD SPECIFICATIONS. 08/18 AMENDED MLL A B C C A B B A C Moses Lake Council Packet 01-10-23, Page 501 of 592 *** * * ** ** 11 8 14 13 12 12 10 10 9 9 88 8 7 7 7 6 6 6 6 6 4 5 5 4 3 3 3 3 2 2 2 2 1 1 2 14 13 12 11 10 9 8 7 6 1 2 3 4 5 5 5 SADDLE W/2 IN. FIPT TAP - ROMAC 202S 2 IN. DIA X 4 IN. LG. BRASS IPT NIPPLE 2 IN. BRASS 90° IPT ELBOW 2 IN. AWWA NON-RISING STEM, RESILIENT WEDGE GATE VALVE W/FIPT ENDS AND 2 IN. OPERATING NUT VALVE BOX PER 9-30 SERVICE FITTING PER 9-30 2 IN. DIA TYPE K RIGID COPPER PIPE 2 IN. THK. X 12 IN. X 12 IN. CONCRETE BLOCK SERVICE FITTING PER 9-30 2 IN. MIPT PLUG W/SQUARE OR HEX WRENCH HEAD, BRASS OR PVC THRUST BLOCK WATER MAIN - SIZE VARIES PIPE CAP - SIZE VARIES 6 MIL PLASTIC NOTES: 1. SEE TRENCH BEDDING DETAIL B-3. 2. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. * FOR LIVE TAPS, NIPPLE SHALL BE REPLACED WITH 2 IN. CORPORATION STOP. ** COPPER PIPE SHALL BE CUT AT 24 IN. LONG. *** COPPER PIPE SHALL BE CUT AS REQUIRED. ELEVATION VIEW FINISHED GRADE PLAN VIEW 3 FT. MIN. 4 FT. MAX. 5 IN. DATE REVISION BY 08/18 AMENDED MLL RPM NONE 01/10 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION Moses Lake Council Packet 01-10-23, Page 502 of 592 NOTES: 1. MUNICIPAL UTILITIES THAT ARE AUTHORIZED BEYOND THE RIGHT-OF-WAY SHALL BE INSTALLED WITHIN A MUNICIPAL EASEMENT AND ACCESS ROADWAY PER THIS DETAIL. THE MUNICIPAL SERVICES DIRECTOR MAY WAIVE THE REQUIREMENT FOR AN ACCESS ROAD IF ALL UTILITY STRUCTURES CAN BE SERVICED BY AN APPROVED ROADWAY. 2. ACCESS ROADWAY SHALL BE CSBC OR CSTC, 3-INCHES DEPTH, AND DESIGNED FOR 50,000 LB. MAINTENANCE VEHICLE. 3. UTILITY STRUCTURES OUTSIDE OF RIGHT-OF-WAY SHALL BE CENTERED WITHIN THE MUNICIPAL EASEMENT. 4. UTILITY STRUCTURES THAT ARE MORE THAN 10-FEET DEEP MAY REQUIRE ADDITIONAL RIGHT-OF-WAY OR MUNICIPAL EASEMENT WIDTHS. 5. 6-FOOT x 6-FOOT x 6-INCH CONCRETE PADS ARE REQUIRED AROUND ALL UTILITY STRUCTURES THAT ARE INSTALLED IN NON-ASPHALT AREAS. 6. ACCESS ROADWAY SHALL DRAIN AWAY FROM UTILITY STRUCTURE. 7. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. 7 FT.7 FT. 20-FEET MINIMUM 6 FT. 6 FT. 1 FT. 60-FEET UTILITY STRUCTURE 6-FT. x 6-FT. x 6-IN. CONCRETE PAD EDGE OF ACCESS ROADWAY MUNICIPAL EASEMENT MUNICIPAL EASEMENT 10 FT.10 FT.ACCESS ROADWAYMUNICIPAL UTILITY LINEACCESS ROADWAYDATE REVISION BY RPM NONE 01/10 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION 08/18 AMENDED MLL Moses Lake Council Packet 01-10-23, Page 503 of 592 L-2216 WATER NOTES: 1. LIDS WITH CITY LOGO MAY BE AUTHORIZED BY ENGINEER ON LIDS THAT WILL BE MAINTAINED BY THE CITY TO ALLOW EXISTING STOCK TO BE DEPLETED. 2. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. 12-1/2 IN. 3/8 IN. (1) EDGE PRY DATE REVISION BY RPM NONE 07/16 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION SECTION A-A 10/20 AMENDED MLL 1.75 IN. HOLE FOR ANTENNA INSTALLATION Moses Lake Council Packet 01-10-23, Page 504 of 592 A-2000 D&L FDRY USA A-2000 25 IN. 1 IN. SECTION A-A 1 IN. PICK HOLE DATE REVISION BY RPM NONE 07/16 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION 10/20 AMENDED MLL WATER NOTES: 1. LIDS WITH CITY LOGO MAY BE AUTHORIZED BY ENGINEER ON LIDS THAT WILL BE MAINTAINED BY THE CITY TO ALLOW EXISTING STOCK TO BE DEPLETED. 2. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. 1.75 IN. HOLE FOR ANTENNA INSTALLATION Moses Lake Council Packet 01-10-23, Page 505 of 592 BACKFILL 95% MAX. DENSITY SAND BEDDING UTILITY PIPE INSTALLATION OR REPAIR BACKFILL 95% MAX. DENSITY MAJOR CROSSING MINOR CROSSING (AC EXPOSURE: 5 FT OR LESS) CDF OR SAND BEDDING 6 IN BOLTED SLEEVE-TYPE COUPLING PER 9-30.2(7) 1. CDF UNDER COUPLING AND REMAINING AC PIPE TO CROWN OF PIPE. 2. PLACE PLASTIC OVER ALL COUPLINGS PRIOR TO CDF AC PIPE REPLACE WITH PVC PIPE AC PIPE OVER 5 FT OF EXPOSED PIPE 6 IN. 6 IN. 6 IN. 6 IN. CDF OR SAND BEDDING 6 IN OVER PIPE BACKFILL 95% MAX. DENSITY 6 IN. UTILITY PIPE INSTALLATION OR REPAIR SAND BEDDING 6 IN. CROWN OF PIPE 6 IN. CDF TO CROWN OF WATERMAIN EITHER CDF, OR SAND BEDDING THAT IS MECHANICALLY COMPACTED 5 FT OR LESS OF EXPOSED PIPE AC WATERMAIN PIPE DATE REVISION BY RPM NONE 07/16 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION 08/18 AMENDED MLL NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. Moses Lake Council Packet 01-10-23, Page 506 of 592 NOTES:1. METER TILE SHALL BE CENTERED IN A 6-FOOT BY 6-FOOT BY 6-INCH THICK CONCRETE PAD OR SIDEWALK. WATER SERVICESBEYOND THE RIGHT-OF-WAY SHALL BE INSTALLED FROM A PRIVATE WATER MAIN.2. SEE STANDARD DETAIL FOR WATER SERVICE INSTALLATION.3. USE RING AND COVER SPECIFIED FOR LARGER SERVICE WITH "WATER" CAST IN LID.4. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OFMOSES LAKE.DATE REVISION BYRPMNONE08/16JRHDRAWNCHECKDATESCALEWASHINGTONGRANT COUNTYMUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION1-INCH SERVICE17 IN. ± 5 IN.2-INCH SERVICE30 IN. ± 6 IN.FIELDVERIFY4 INCH CONCRETEADJUSTMENT RINGRING AND COVERMETER TILE95% COMPACTED18-INORGREATERTERMINAL BLOCKTRACER WIRECOPPER METER SETTERTYPE 'K' COPPERSERVICE LINE3/4-IN. x 18-IN.PVC PIPE X-BRACETYPE 'K' COPPERCONCRETE COLLAR6 IN.MIN.08/18AMENDED MLLMoses Lake Council Packet 01-10-23, Page 507 of 592 CONSTRUCTION NOTES: 1. CONCRETE SLAB SHALL DRAIN AWAY FROM RPBA. WHERE UNIT IS IN LARGER PAD, MATCH ELEVATION OF LARGER PAD AND DRAIN SLAB AWAY FROM RPBA. 2. RPBA SHALL MEET SET BACKS SHOWN WITHIN HOT BOX, OR CONTRACTOR SHALL INCREASE SIZE OF HOT BOX TO MEET SET BACKS. 3. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. DATE REVISION BY RLG NONE 03/13 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION 07/22 AMENDED MLL 6 IN. TYP. 6 IN. 6 IN. 6 IN. TYP. DRAIN ROCK 24 IN. 12 IN. OR GREATER HOT BOX 1 UNION 2 1 INCH BALL VALVE 3 1 INCH TYPE K COPPER NOTES: 6 IN. TYP. 6 IN. TYP.PLAN VIEW CONCRETE CONCRETE INSTALL 120 VAC RECEPTACLE PER ELECTRICAL SPECIFICATIONS CONCRETE DRAIN ROCK 3 3 33 11 2 22 FLOWFLOW FLOWFLOW Moses Lake Council Packet 01-10-23, Page 508 of 592 HOT BOX HO T B O X NOTES: 1. HEAT IS PROVIDED BY A 90-WATT, 120-VOLT SINGLE PHASE HEAT TRACE TAPE. FOR UNHEATED VERSION REPLACE THE PREFIX "H" WITH AN "L". 2. FOUR INTERNAL BRACKETS AND CONCRETE ANCHORS ARE SUPPLIED WITH THE ENCLOSURE, (NOT SHOWN). 3. STANDARD COLOR IS BEIGE. (OPTIONS AVAILABLE) 4. FOR RECOMMENDED SLAB SIZE ADD 9" TO THE ENCLOSURE EXTERIOR. 5. INTERIOR DIMENSIONS ARE NORMAL. 6. OLD P/N: HB2S 7. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. 52-3/4 IN. 19 IN 49 IN. 29-7/16 IN 7-11/16 IN 47-3/8 IN 13-3/8 IN 14 IN 29-7/16 IN INSULATION 1 IN. THICK CONTINUOUS HINGE LOCATION R4 DRAIN PORT (CENTERED EACH END) LOCKING HASP DATE REVISION BY RPM NONE 07/16 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2021\Revised\B-16 HOT BOX_Rev.dwg PLOT: July 27, 2022 at: 12:58pm07/22 AMENDED MLL Moses Lake Council Packet 01-10-23, Page 509 of 592 FLOW NOTES: 1. STEPS SHALL BE CENTERED OPPOSITE THE OUTFLOW LINE. 2. 4 TO 16 INCHES OF ADJUSTMENT REQUIRED. 3. "SEWER" SHALL BE CAST IN ALL LIDS. 4. MANHOLES NOT IN ASPHALT SHALL BE CENTERED IN A 6-FT. BY 6-FT. BY 6-IN. CONCRETE PAD AT FINISH GRADE. SLOPE CORNERS DOWN IN GRAVEL STREETS. 5. MANHOLE LIDS SHALL BE SET 1/8 TO 1/4 INCH BELOW FINISH GRADE. 6. PLACE FLEXIBLE GASKET BETWEEN BARREL SECTIONS, AND BETWEEN THE CONE, AND BARREL SECTION. 7. ALL OPEN JOINTS AND PICK HOLES SHALL BE FILLED WITH NON-SHRINK GROUT AND FINISHED TO A SMOOTH SURFACE. ANNULAR SPACES SHALL BE FILLED WITH FOAM SEALER. 8. ENTRY COUPLINGS OR SAND COLLARS ARE REQUIRED WHERE SEWER MAINS ENTER AND EXIT THE MANHOLE. 9. MANHOLE BASE SHALL BE ON UNDISTURBED OR COMPACTED EARTH. 10.ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. BASE CONSTRUCTION ALTERNATIVES: ALT. A: BASE & INVERT IN SINGLE POUR ALT. B: POUR BASE, SET MANHOLE, THEN POUR INVERT ALT. C: PRECAST CONCRETE BASE & INVERTS #5 REBAR (16-IN. CENTERS) (BOTH WAYS)7-FT. MINUNDER 7 FT. USE FLAT TOP SLAB3 FT.INV. 12 IN. 6-IN. MIN. 8-IN. MIN. 6-IN. MIN. 12 IN. 12 IN. A A 48-INCH DIAMETER CONCRETE BARREL PRECAST CONCRETE ECCENTRIC CONE STEP CEMENT CONCRETE 1.5-IN. HMA STEPS CHANNEL 90° MAX. ANGLE TOP VIEW SECTION A-A ALT. A ALT. B PIPE DIA. 8-IN. MIN. 2% SLOPE 2% SLOPE DATE REVISION BY RPM NONE 01/10 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2021\Revised\C-1 SEWER MANHOLE_Rev.dwg PLOT: July 27, 2022 at: 12:58pm07/22 AMENDED MLL Moses Lake Council Packet 01-10-23, Page 510 of 592 LENGT H VA RI E S NOTES: 1. CLEANOUTS NOT IN ASPHALT SHALL BE CENTERED IN A 6-FOOT BY 6-FOOT BY 6-INCH CONCRETE PAD AT FINISH GRADE. SLOPE CORNERS DOWN IN GRAVEL STREETS. 2. CLEANOUT LIDS SHALL BE SET 1/8 TO 1/4 INCH BELOW FINISH GRADE. 3. "SEWER" SHALL BE CAST IN ALL CLEANOUT LIDS. 4. RING/LID ASSEMBLY SHALL SET ON TWO 6-INCH CONCRETE ADJUSTMENT RINGS. 5. ALL CLEANOUT PIPING AND ELBOWS SHALL BE A MINIMUM OF CLASS 50 DUCTILE IRON. 6. LOCKING LIDS MAY BE REQUIRED. 7. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. CLEANOUTS TO BE USED ONLY WHEN APPROVED BY THE MUNICIPAL SERVICES DIRECTOR. PVC SEWER MAIN HMA OR CONCRETE RING AND LID HMA OR CONCRETE TRANSITION FROM PVC TO DUCTILE IRON PIPE 45° ELBOW ADJUSTMENT RING CONCRETE 45° ELBOW 2% 12-IN. MIN. 12-IN. MIN. 6 IN.LENGTH VARIESDATE REVISION BY RPM NONE 12/12 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2021\Revised\C-2 SEWER CLEANOUT_Rev.dwg PLOT: July 27, 2022 at: 12:59pm07/22 AMENDED MLL Moses Lake Council Packet 01-10-23, Page 511 of 592 F L O W NOTES: 1. IN-LINE GASKETED-WYE SEWER FITTING SHALL BE USED ON NEW MAINS. GASKETED-WYE SEWER SADDLE WITH STAINLESS STEEL CLAMPS SHALL BE USED ON EXISTING SEWER MAINS. 2. THE END OF THE SERVICE LINE SHALL BE CAPPED, WHEN NOT PLACED IN SERVICE. 3. A RED CAP SHALL BE PLACED ON THE #4 REBAR, FLUSH WITH FINISH GRADE, MARKING THE END OF THE SERVICE LINE. THE RED CAP WILL BE SUPPLIED BY THE CITY. 4. BUILDING SEWER CLEANOUTS ARE NOT AUTHORIZED WITHIN MUNICIPAL EASEMENTS OR RIGHT OF WAY. 5. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. 45°FLOW BUILDING SEWER 2% TO 100% SEWER MAIN PLAN VIEW PROFILE FINISH GRADE FLOW BUILDING SEWER 90° MAXIMUM ANGLE 45° ELBOW SEWER MAINRIGHT OF WAYPUBLIC UTILITY EASEMENT#4 REBAR WITH CAP #4 REBAR WITH CAP3 FEET OR MORE DATE REVISION BY RPM NONE 01/13 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION 08/18 AMENDED MLL Moses Lake Council Packet 01-10-23, Page 512 of 592 NOTES: 1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, WRAPPED IN 8-MIL POLYETHYLENE ENCASEMENT. 2. MANHOLE SHALL BE CONSTRUCTED PER DETAIL C-1. 3. ALL DUCTILE IRON PIPE SHALL BE A CLASS 50. 4. DROP MANHOLE CONNECTIONS REQUIRE AUTHORIZATION BY MUNICIPAL SERVICE DIRECTOR. 5. FLANGED OR MECHANICAL JOINTS ARE AUTHORIZED FOR THE DUCTILE-IRON DROP CONNECTION. 6. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. DUCTILE IRON DROP CONNECTION 60 INCH DIA. MANHOLE DATE REVISION BY RPM NONE 12/12 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION 07/22 AMENDED MLL 15-FEET TO 4-FEET 6-INCH 6-INCH 3-INCH CONCRETE TEE18 FT. OF DUCTILE IRON PIPE 12-INCH FLOW Moses Lake Council Packet 01-10-23, Page 513 of 592 45°FMFMFMFMFMFMFMFMFMFMFMFM)SS)SS)SS)SS)SS)SS)SS)SS)SS)SS)SS)SSDETAIL "A"TYPICAL PLAN VIEWPROFILE VIEW45° BENDCORPORATIONSTOP2" DOUBLESTRAP SADDLESEWER FORCE MAINSEE PLAN VIEW2" RESILIENT GATE VALVEW/SQUARE OPERATING NUT2" SCH. 80 PVC PIPE2" CONCRETE BLOCKSTAINLESS STEELSTRAP2" CONCRETEBLOCK90° BEND2" SCH. 80 PVC PIPE2" FEMALE ADAPTER SxFPT2" FLANGE (FPT)DRAIN ROCK2" FLANGED A.R.I. MODEL D-020EPOXY COATED AIR RELIEF VALVE30" DIAMETER HANCORHI-Q PIPESAND BEDDINGVALVE BOX PERSTD DETAIL B-5OPERATING NUTEXTENSIONPAVEMENT FINISHGRADESEE DETAILB-5RING AND "SEWER" COVER(D&L FOUNDRY A-1381 &A-1380)6-INCHADJUSTMENTRINGGROUT END4" DUCTILE IRONSLEEVE GROUTENDS1 14" UNION(EPDM-SXS)BACK FLUSHINGVALVE WITH 5 FEETOF HOSEDRAIN ROCKGROUT ENDCONCRETECOLLAR 6"DEPTH BELOWADJUSTMENTRING (TYP)4-INCHADJUSTMENTRINGRING AND "SEWER" COVER(24-INCH D&L FOUNDRY A-2000)CITY STD MANHOLE FRAME & COVER12"12"12"21"3"12"30" 2' TO 3'36"6"36"6"ROAD CENTERLINE6" SANITARY FORCE MAIN GRAVITY MAINEDGE OF PAVEMENT3.75'7.5'10'2.5'2" SCH. 80 PVC PIPE2" RESILIENT GATE VALVEW/SQUARE OPERATING NUT30" DIAMETER HANCORHI-Q PIPE5 LF 114" SCH. 80 PVC PIPE21" DIAMETER PIPE,SDR 51, PVC 1120SEWERSEWER8"NOTES:1. STRAPS TO AIR RELEASE VALVE SHALL BE PLACED AS NEEDED FOR ASTABLE INSTALLATION.2. SEWER SHALL BE CAST IN ALL COVERS.3. ALL CONSTRUCTION AND MATERIALS SHALL MEET THESPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OFMOSES LAKE.DATE REVISION BYRPMNONE01/13MORODRAWNCHECKDATESCALEWASHINGTONGRANT COUNTYMUNICIPAL SERVICES DEPT. - ENGINEERING DIVISIONSEE DETAIL "A"SEE DETAIL "A"STAINLESSSTEEL STRAP08/18AMENDED MLLMoses Lake Council Packet 01-10-23, Page 514 of 592 SERVICE SADDLETRACER WIRE, #10 COPPERRIGHT-OF-WAY LINESCHEDULE 40 PVC2 INCH AWWA NON-RISING STEM,RESILENT WEDGE GATE VALVEWITH FIPT ENDS AND 2 INCHOPERATING NUT.FOR ON-SITE REQUIREMENTS,SEE DETAIL C-7CITY SEWERFORCE MAINNOTES:1. TRENCHING AND BEDDING SHALL BE PER DETAIL B-3.2. CONNECT SERVICE TRACER WIRE TO FORCE MAIN TRACER WIRE WITH BRASS WIRE CLAMP. BRASS WIRECLAMP SHALL BE SPLIT-BOLT CONNECTOR OR OTHER CONNECTOR AS AUTHORIZED BY THE ENGINEER.3. CONNECTIONS TO SEWER FORCE MAINS SHALL ONLY BE AS AUTHORIZED BY MUNICIPAL SERVICEDIRECTOR.4. ALL CONNECTIONS TO SEWER MAIN SHALL BE FOR EFFLUENT ONLY, UNLESS AUTHORIZED BY MUNICIPALSERVICE DIRECTOR.5. ENGINEER WILL DETERMINE IF LIVE TAP IS REQUIRED BY OWNER FOR CONNECTION TO SEWER FORCEMAIN. IF LIVE TAP IS NOT REQUIRED, OWNER SHALL SUBMIT CONNECTION DETAILS TO THE ENGINEER FORAUTHORIZATION PRIOR TO CONNECTION.6. ROADWAY CROSSING OUTSIDE CITY LIMITS SHALL REQUIRE AUTHORIZATION BY GRANT COUNTY PUBLICWORKS.7. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BYTHE CITY OF MOSES LAKE.DATEREVISIONBYRPMNONE01/14MORODRAWNCHECKDATESCALEWASHINGTONGRANT COUNTYMUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION10/20AMENDED MLLVALVE BOX (LID SHALL SAY SEWER)BRASS NIPPLE.Moses Lake Council Packet 01-10-23, Page 515 of 592 FINISH GRADE51.5 IN.SEPTIC TANK SIZE3- BEDROOMS 1000 GAL.4- BEDROOMS 1200 GAL.5+ BEDROOMS 1500 GAL.SEPTIC TANKPUMP TANKPVC BALLVALVETO FORCE MAIN55 IN.UNIONCHECK VALVETRACER WIRE #10 COPPERCONNECT TO FORCE MAINTRACER WIRE55 IN.NOTES:1. PUMP TANK SHALL BE AT LEAST 750 GALLONS (670 GALLON MI TANK AUTHORIZED FOR RESIDENTIAL).2. PUMP TANK SHALL CONTAIN THE FOLLOWING ITEMS: EFFLUENT SCREEN, 3-FLOAT SYSTEM, INLET BAFFLE FOR PUMP CHAMBER, AND AUDIO AND VISUAL ALARM SYSTEM.3. PUMP SHALL BE DESIGNED FOR ELEVATION DIFFERENCE AND LENGTH TO FORCE MAIN.4. DISCHARGE FROM PUMP TO MAIN SHALL INCLUDE UNIONS, CHECK VALVE, AND BALL VALVE AS SHOWN, UNLESS PROFESSIONAL ENGINEER STAMPS PLANS.5. TRACER WIRE SHALL BE ACCESSIBLE WITH AT LEAST 3 FEET OF WIRE INSIDE HATCH OR AS AUTHORIZED BY ENGINEER.6. CONNECTION TO CITY SEWER MAIN REQUIRES ONSITE INSPECTION BY CITY PRIOR TO CONNECTION AND REQUIRES MUNICIPAL ACCESS EASEMENT. WORK INSIDE CITYLIMITS WILL BE INSPECTED BY BUILDING OFFICIAL. WORK OUTSIDE CITY LIMITS WILL BE INSPECTED BY CITY'S DEVELOPMENT ENGINEER.7. ALL COMMERCIAL SYSTEMS ARE REQUIRED TO BE DESIGNED BY A PROFESSIONAL ENGINEER. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONSAND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE.8. ALL ON-SITE BUILDING SEWERS SHALL HAVE AT LEAST 30-INCHES OF COVER.9. ALL SEPTIC TANKS AND PUMPS SHALL BE AT LEAST 50 FEET FROM SURFACE WATER, AS MEASURED FROM THE ORDINARY HIGH WATER MARK, AND AT LEAST 5 FEET FROM FOUNDATION, IN-GROUND SWIMMING POOL, EASEMENTS, AND PROPERTY LINES.10. ON-SITE BUILDING SEWERS SHALL BE AT LEAST 10 FEET FROM SURFACE WATER MARK, AND AT LEAST 2 FEET FROM BUILDING FOUNDATION AND IN-GROUND SWIMMING POOLS.11. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE.UNIONEFFLUENT SCREENOR ORENCOBIO-TUBE FTWO440-36MDATE REVISION BYRPMNONE01/14MORODRAWNCHECKDATESCALEWASHINGTONGRANT COUNTYMUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION08/18AMENDED MLLMoses Lake Council Packet 01-10-23, Page 516 of 592 SEWER A-2000 D&L FDRY USA A-2000 25 IN. 1 IN. SECTION A-A 1 IN. PICK HOLE DATE REVISION BY RPM NONE 01/16 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION 10/20 AMENDED MLL NOTES: 1. LIDS WITH CITY LOGO MAY BE AUTHORIZED BY ENGINEER ON LIDS THAT WILL BE MAINTAINED BY THE CITY TO ALLOW EXISTING STOCK TO BE DEPLETED. 2. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. Moses Lake Council Packet 01-10-23, Page 517 of 592 RESOLUTION NO. 3926 A RESOLUTION AMENDING THE 2020 COMMUNITY STREET AND UTILITY STANDARDS Recitals: 1. In accordance with Section 12.08.010 of the Moses Lake Municipal Code, the City adopts by reference all terms and conditions of the Standard Specifications as revised by the American Public Works Association, and with the modifications, additions, and exceptions included in the City of Moses Lake’s Community Street and Utility Standards. 2. WSDOT updates the Washington State Standard Specifications on a regular basis. 3. Municipal Services Department has reviewed the current WSDOT Standard Specifications and has prepared updates to the 2020 City of Moses Lake Community Street and Utility Standards. Resolved: 1. The revised edition of the Community Street and Utility Standards will be renamed the “2022 Community Street and Utility Standards”. Adopted by the City Council of the City of Moses Lake on January 10, 2023. ________________________________ Don Myers, Mayor ATTEST: _____________________________________ Debbie Burke, City Clerk Moses Lake Council Packet 01-10-23, Page 518 of 592 Council Staff Report To:Agenda Item Number: From Department For Agenda of:Proceeding Type Subject Reviewed and Approved by: Expenditure Required:Amount Budgeted:Appropriation Required: Mayor and City Council 8051 Allison Williams, City Manager Administration 1/10/2023 Consent Agenda 2023 Fee Schedule Update City Manager Finance Fire City Attorney Community Development Police Human Resources Municipal Services Parks, Rec, & Cultural Services 0.00$0.00$0.00$ Action Requested Staff recommends Council consider adoption of Resolution to amend the 2023 Fee Schedule. Packet Attachments (if any) Resolution Fee Schedule Amend.docx 22.35KB Overview Due to an increase of loitering in the Civic Center building at closing time, Police staff are conducting a walk through of the facility during the week to ensure all patrons have left the building. It is not feasible for Patrol Officers to be called out for security checks after hours or on Saturdays when there are facility rentals. A new fee is being requested to enable hiring and cost recovery for security services to close the civic center when occupied outside of normal business hours. Staff is also recommending an increase to IT hourly rate for facility rentals for cost recovery of wage and benefit increases as well as an increase to concessions that aligns with current fee charged by Parks. The remaining changes are corrections to figures listed on items for Fire and Ambulance, and one item for Utility Billing was missing. These fees were properly described in the staff report for increases from the 2022 Fee Schedule. Fiscal and Policy Implications N-A Options and Results Approve, Authorize, or Adopt: The 2023 Fee Schedule will be updated. Provide Amended Direction: Staff will bring back options for recommended changes. No Action Taken: The 2023 Fee Schedule will not be updated.Moses Lake Council Packet 01-10-23, Page 519 of 592 RESOLUTION 3927 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MOSES LAKE, WASHINGTON AMENDING THE CITY OF MOSES LAKE 2023 FEE SCHEDULE Recitals: 1. In connection with the municipal functions and operations of the City of Moses Lake, the City requires certain fees; and 2. It is appropriate to review such fees and adjust appropriately address costs; and 3. In keeping with the philosophy of setting City fees in amounts reflective of actual costs, it is appropriate at this time to revise certain fees to compensate the City for costs associated with various City functions and facilities. 4. Council approved annual increases with the adoption of Resolution 3923 on November 22, 2022. 5. Council approved an amendment of Water Rights in Lieu of Fee with the adoption of Resolution 3925 on December 13, 2022. Now, Therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MOSES LAKE: Section 1. The following items will be corrected on the 2023 Fee Schedule: Fire Permit (Hazardous Material) Extremely Hazardous Substances, highly toxic, toxic, & pyrophoric materials of any amount $1,102.50 Fire Permit (Hazardous Material) Marijuana Extraction Systems/ Facilities $689.00 Fire Permit (Hazardous Material) Temporary membrane structures and tents exceeding 400 square feet $166.00 Fire Plan Check Plan review fees - (% of total permit fee) 70% Ambulance Utility Rate Index CPI Adjustment for Ambulance Utility per Utility Account (rounded to closes $.05) $14.45 Section 2. The following items will be added to the 2023 Fee Schedule: Citywide Administrative Facility Security Guard (per hour) $65.00 Utility Consumption Charge (per 100 cf) Multi-Family $0.89 Moses Lake Council Packet 01-10-23, Page 520 of 592 Section 3. The following items will be amended on the 2023 Fee Schedule: Citywide Administrative Facility – IT set up & instructions on basic equipment use (per hour) $50 30.00 Citywide Administrative Facility Renter Commercial Sales for Non-Profits and those exempt from obtaining a city business license. 15 10 % of gross sales Section 4. Severability. If any sections, sentence, clause, or phrase of this Resolution shall be held to be invalid or unconstitutional by a court of competent jurisdiction, or its application held inapplicable to any person, property or circumstance, such invalidity or unconstitutionality or inapplicability shall not affect the validity or constitutionality of any other section, sentence, clause or phrase of this Resolution or its application to any other person, property or circumstance. ADOPTED by the City Council on January 10, 2023. ________________________________________ Don Myers, Mayor ATTEST: ____________________________________ Debbie Burke, City Clerk Moses Lake Council Packet 01-10-23, Page 521 of 592 Council Staff Report To:Agenda Item Number: From Department For Agenda of:Proceeding Type Subject Reviewed and Approved by: Expenditure Required:Amount Budgeted:Appropriation Required: Action Requested Packet Attachments (if any) Overview Fiscal and Policy Implications Approve, Authorize, or Adopt: Provide Amended Direction: Allison Williams, City Manager 8051 Kirk Holmes Municipal Services 12/27/2022 Consent Agenda Resolution to accept Municipal Easements - Valley Road Apartments, LLC City Manager Finance Fire City Attorney Community Development Police Human Resources Municipal Services Parks, Rec, & Cultural Services 0.00$0.00$0.00$ The city council should consider a request from staff to accept the Municipal Easements along the south 10-feet of Park Orchard Tract 32. 3 Signed Muni Easements Valley Road Apartemnts, LLC.pdf 483.06KB Valley Road Apt Easement Resolution.doc 109KB Valley Road Apartments, LLC owns 3 vacant parcels lying Northwest of the intersection of Valley Road and Grape Drive. Council directed staff to connect a 600-ft gap of sidewalk along the Northside of Valley Road near the completion of the of the 2022 Valley Road Reconstruction Project. Staff worked with Selland Construction, Property Owners, and managers to remove an often graffitied retaining wall and install 600-ft of sidewalk that now provides a contiguous connection of sidewalks along the north side of Valley Road from Cole Road to Stratford Road. In order to accomplish this additional work Valley Road Apartments, LLC has provided us with Municipal Easements. None. Options and Results Accept - Easements will be filed and retained for municipal purposes. N/A Moses Lake Council Packet 01-10-23, Page 522 of 592 No Action Taken: Easements will not be filed. Alternate solutions will be researched by staff. Moses Lake Council Packet 01-10-23, Page 523 of 592 Moses Lake Council Packet 01-10-23, Page 524 of 592 Moses Lake Council Packet 01-10-23, Page 525 of 592 Moses Lake Council Packet 01-10-23, Page 526 of 592 Moses Lake Council Packet 01-10-23, Page 527 of 592 Moses Lake Council Packet 01-10-23, Page 528 of 592 Moses Lake Council Packet 01-10-23, Page 529 of 592 Moses Lake Council Packet 01-10-23, Page 530 of 592 Moses Lake Council Packet 01-10-23, Page 531 of 592 Moses Lake Council Packet 01-10-23, Page 532 of 592 Moses Lake Council Packet 01-10-23, Page 533 of 592 Moses Lake Council Packet 01-10-23, Page 534 of 592 Moses Lake Council Packet 01-10-23, Page 535 of 592 RESOLUTION NO. 3928 A RESOLUTION TO ACCEPT EASEMENTS FROM VALLEY ROAD APARTMENTS, LLC. RECITALS: 1. A 600 ft gap existed in contiguous sidewalk connectivity along 3 parcels northwest of the intersection of Grape Drive and Valley Road within Tract 32 of Park Orchard Tracts. 2. The City of Moses Lake and Valley Road Apartments, LLC, the affected property owner, shared an interest to complete sidewalk improvements along these vacant lands and remove an often graffiti-stricken retaining wall which has been a public nuisance. 3. The City of Moses Lake prepared municipal easements and coordinated with the property owner and the City’s contractor for the construction of sidewalk and removal of the retaining wall. 4. The work has been completed and the municipal easements have been executed and are ready for acceptance by the City. 5. Resolution #238 provides that all grants of real estate, or any interest therein, to the City of Moses Lake, shall not be accepted until a resolution has been duly passed by the City Council. RESOLVED: 1. The City Council accepts the easements as described and depicted in Exhibit A, attached hereto and incorporated herein, for use as perpetual Municipal Easements (herein “Easements”). 2. The Municipal Easements shall be duly recorded with the Grant County Auditor. Adopted by the City Council on January 10, 2022. _______________________________ Don Myers, Mayor ATTEST: ____________________________ Debbie Burke, City Clerk Moses Lake Council Packet 01-10-23, Page 536 of 592 Exhibit A Moses Lake Council Packet 01-10-23, Page 537 of 592 Council Staff Report To:Agenda Item Number: From Department For Agenda of:Proceeding Type Subject Reviewed and Approved by: Expenditure Required:Amount Budgeted:Appropriation Required: Action Requested Packet Attachments (if any) Overview Fiscal and Policy Implications Approve, Authorize, or Adopt: Provide Amended Direction: No Action Taken: Mayor and City Council 9325 Allison Williams, City Manager Administration 1/10/2023 Consent Agenda City Legislative Meeting Calendar 2023 City Manager Finance Fire City Attorney Community Development Police Human Resources Municipal Services Parks, Rec, & Cultural Services 0.00$0.00$0.00$ Staff recommends City Council approve the 2023 Legislative Calendar as presented. 2023 Calendar for Council pdf to election-ipad copy.doc 173KB MLMC 2.08 designates meeng dates for all Boards and Commissions. The second meeng in December is recommended to be canceled. There are no other altered dates being recommended for 2023. n/a Options and Results The document will be saved in the Council cloud folder for future reference. Staff will bring back options for recommended changes. The calendar will not be adopted. Moses Lake Council Packet 01-10-23, Page 538 of 592 January S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 April S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 July S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 October S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 February S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 May S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 August S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 November S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 March S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 June S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 September S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 December S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Holidays City Admin Offices Closed January Mon, 2nd – New Year’s Day obs. Mon, 16th – MLK Jr. Day (non-rep) February Mon, 20th - Presidents' Day May Mon, 29th - Memorial Day June Mon, 19th – Juneteenth obs. July Tues, 4th - Independence Day September Mon, 4th - Labor Day November Fri, 10th - Veterans Day Th-Fr, 23rd and 24th – Thanksgiving Day December Mon, 25th - Christmas Day Meetings Key City Council – 6:30 pm Planning Commission – 6 pm Parks, Recreation, & Cultural Svcs. Board - 6 pm Hearing’s Examiner – 10 am LEOFF meets 2nd Tue of every other month. LTAC, Civil Service, Municipal Airport Commission and Firemen’s Pension Board meet as needed. 2023 Final 12-22-20 <<del notes before PDF – after approved – save odf to council docs in ipad folder, shared common templates, and print - HR, Finance/Acctg staff>> AWC Action Day Feb 15-16, Olympia AWC Annual Conference - Spokane June 20-23, 2023 Moses Lake Council Packet 01-10-23, Page 539 of 592 Council Staff Report To:Agenda Item Number: From Department For Agenda of:Proceeding Type Subject Reviewed and Approved by: Expenditure Required:Amount Budgeted:Appropriation Required: Action Requested Packet Attachments (if any) Overview Fiscal and Policy Implications Approve, Authorize, or Adopt: Provide Amended Direction: No Action Taken: Mayor and City Council 9363 Allison Williams Administration 1/10/2023 Consent Agenda Contract update for the City Attorney City Manager Finance Fire City Attorney Community Development Police Human Resources Municipal Services Parks, Rec, & Cultural Services 0.00$0.00$0.00$ Council approval of the updated contract for the City Attorney 12.30.22 ltr.docx 17.8KB moses lake contract 2023.doc 38.5KB Katherine Kenison serves as City Attorney for the City of Moses Lake by contract. As our attorney, not only does her firm handle the regular civil work but also serves as our representative with District Court and she has been instrumental in savings achieved through negotiating through several recent claims, due to her vast experience. Based on my experience, her contract request is reasonable and provides a value for the organization. The 2023 budget includes a line item for the City Attorney. This line item has been consistently underspent. Staff will monitor and should a budget amendment become necessary, staff will bring the request forward. Options and Results Approve the updated agreement with the City Attorney Staff will bring back options for recommended changes. The contract will remain at its current level Moses Lake Council Packet 01-10-23, Page 540 of 592 January 2, 2023 Allison Williams City Manager 401 S. Balsam Moses Lake, WA 98837 Re: Professional Services Contract Dear Allison, Our office has reviewed its contracts with its municipal clients in order to evaluate the need for any changes and/or updates. Our current municipal rate for clients ($200.00) was established effective January, 2018; Moses Lake has enjoyed a lower rate ($180.00) for the first 25 hours of service since 2018. We have established a new municipal rate of $220.00 per hour for our municipal clients, which reflects a discount below the current market rate in Grant County. This new rate reflects the increases in costs to our firm of doing business since 2018 and will become effective upon execution of an amended contract. I have prepared a contract amendment for your review and consideration. This contract amendment changes the hourly rate for our services. After you have had a chance to review this proposed contract amendment, please let me know your observations and concerns, if any. We have provided contract legal services to the City since 1990, and have enjoyed our relationship with the City over the past 32 years. We look forward to working with you in the future, and thank you for your consideration in this matter. Very truly yours, KENISONFRANZ Katherine L. Kenison KLK/kk Moses Lake Council Packet 01-10-23, Page 541 of 592 CONTRACT FOR PROFESSIONAL SERVICES BETWEEN THE CITY OF MOSES LAKE, WASHINGTON AND KENISONFRANZ 1. PREAMBLE. This contract is entered into between the CITY OF MOSES LAKE, WASHINGTON, a municipal corporation organized under the laws of the State of Washington, hereinafter referred to as “CITY” and KENISONFRANZ, a firm of attorneys at law, duly admitted to practice before the courts of this state, and residents of the State of Washington, hereinafter referred to as “ATTORNEYS”, on this ______ day of January, 2023. 2. RECITALS. 2.1 The City deems it necessary and in the public interest to employ the above named Attorneys as Attorney for the City. 2.2 The Attorneys agree to accept employment upon the terms set forth herein. The Attorneys have provided this service to the City since 1980. 3. AGREEMENT. In mutual consideration of the City paying a sum certain and the Attorneys fulfilling their responsibilities, it is agreed as follows: 3.1 The City of Moses Lake agrees: 3.1.1 Financial Responsibility. That it shall pay the sum of $5,000 per month to the Attorney for the first 25 hours of services performed by the Attorneys. For each additional hour or portion thereof that the Attorneys are employed by the City pursuant to this contract, the City shall pay the Attorneys at the rate of $220 per hour. Attorneys shall be paid for one half of their travel time incurred by the Attorneys in traveling from their place of business to the City or any other location at which their attendance is requested or required. Moses Lake Council Packet 01-10-23, Page 542 of 592 3.1.2 Payment Method. Payment will be made on a monthly basis with payment being made to the Attorneys by the 20th day of the month subsequent to the services being rendered. Any charges for services provided in excess of 25 hours per month and for reimbursable costs will be paid as soon as practical after a bill is received by the City from the Attorneys. 3.1.3 Cooperative Responsibility. That it shall cooperate with the Attorneys to aid in the performance of the subject matter of this contract. 3.1.4 Seminar Reimbursement. That it will reimburse the Attorneys for the lodging, subsistence, registration and other expenses incurred by the Attorney in attending one semi-annual meeting, whether in state or out of state, of the Washington State Association of Municipal Attorneys. Such charges shall include billing for the course hours earned by the Attorney not to exceed 11 hours. 3.2 The Attorneys agree: 3.2.1 Duties. That they shall represent the City as its counsel in administrative hearings and/or court actions; draft documents and review regulations and documents prepared by the City; provide necessary legal counseling services and other litigation and prelitigation functions as are necessary to effectively represent the interests of the City; attend all council meetings each month, advise City officers and departments; and, prosecute violations of City ordinances as directed by the City. 3.2.2 Power of Attorney. That they are granted power of attorney to execute all documents connected with the subject matter of this contract in which the City is a party or has an interest or which are necessary to adequately and properly carry forth the City's interest in all litigation, prelitigation or administrative proceedings. 3.2.3 Billings. That they shall supply the City with monthly billings with their request for reimbursement as shall be required now or in the future by the City. 3.2.4 Conflicts. That they will avoid any conflict of interest with the purpose for which they have been engaged by the City. 3.2.5 Representation. That they will employ only qualified attorneys at law to represent the City, and that the attorney primarily assigned to represent the City and the Attorney to be designated as the Moses Lake Moses Lake Council Packet 01-10-23, Page 543 of 592 City Attorney is Katherine L. Kenison. 3.2.6 Mileage. The Attorneys shall not be paid any mileage expense by the City unless specifically authorized by the City Manager. 3.3 It is mutually agreed as follows: 3.3.1 That payments shall be made by voucher on or before the 20th day of the month following one full month of service. 3.3.2 This contract shall be in effect and binding upon the parties from year to year unless terminated as herein provided. This agreement may be terminated at any time by either party upon giving ninety (90) days written notice of the intention to terminate to the other party. 3.3.3 That this agreement may be amended by written consent of both parties and all amendments shall be attached to this agreement and made a part thereof. 3.3.4 The Attorneys agree to perform work for the City pursuant to this contract, and in so doing, understand that the payments specified above do not include payment for holidays, sick leave, or annual leave. It is further understood that such payments shall not include deduction for income tax, social security, labor and industries, retirement or medical insurance, and that it is not the responsibility of the City to provide such fringe benefits and/or to make payroll deductions. 3.3.5 That the Attorney designated as the City Attorney will be eligible for and may participate in any optional deferred compensation or other optional retirement programs which may be made available to other regular city employees. 3.3.6 The term of this contract shall be from January 1, 2023 to December 31, 2023, and January 1 through December 31 of each year thereafter. 3.3.7 The Attorneys’ files shall consist only of copies of original client documents; all original documents shall be returned to the City and shall not be retained by Attorneys. The Attorneys shall retain firm files upon the termination of representation and such files will be retained in accordance with the Attorneys’ retention schedule. Firm files include, but are not Moses Lake Council Packet 01-10-23, Page 544 of 592 limited to, firm administrative records, time and expense reports, personnel and staffing materials, and credit and accounting records; and internal lawyers’ work product such as drafts, notes, internal memoranda, and legal and factual research, including investigative reports, prepared by or for the internal use of lawyers. 4. INDEMNIFICATION/HOLD HARMLESS City Attorney shall defend, indemnify and hold the City, its officers, officials, employees and volunteers harmless from any and all claims, injuries, damages, losses or suits including attorney fees, arising out of or resulting from the acts, errors or omissions of the City Attorney in performance of this Agreement, except for injuries and damages caused by the sole negligence of the City. However, should a court of competent jurisdiction determine that this Agreement is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the City Attorney and the City, its officers, officials, employees, and volunteers, the City Attorney's liability, including the duty and cost to defend, hereunder shall be only to the extent of the City Attorney’s negligence. It is further specifically and expressly understood that the indemnification provided herein constitutes the City Attorney’s waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this Agreement. 5. INSURANCE The City Attorney shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the City Attorney, its agents, representatives, or employees. The City Attorney shall obtain insurance of the types and coverage described below: • Workers’ Compensation coverage as required by the Industrial Insurance laws of the State of Washington. • Professional Liability insurance appropriate to the City Attorney’s profession. The City Attorney shall maintain the following insurance limits: Moses Lake Council Packet 01-10-23, Page 545 of 592 • Professional Liability insurance shall be written with limits no less than $1,000,000 per claim and $2,000,000 policy aggregate limit. Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. The City Attorney shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the insurance requirements of the Agreement before commencement of the work. Failure on the part of the City Attorney to maintain the insurance as required shall constitute a material breach of contract, upon which the City may, after giving five business days’ notice to the City Attorney to correct the breach, immediately terminate the Agreement or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the City on demand, or at the sole discretion of the City, offset against funds due the City Attorney from the City. 6. ENTIRE CONTRACT. This writing embodies the entire contract between the parties and shall not be modified unless put into writing. If this contract is amended by written consent of both parties, all amendments shall be attached to this contract and be made a part thereof. If any portion of this agreement is declared to be invalid by a court of competent jurisdiction, the remainder of this agreement shall remain in full force and effect so long as the purpose of this contract shall remain. THE CITY OF MOSES LAKE obligates itself to the terms of this contract by action of its council. By ________________________________ Allison Williams, City Manager KENISONFRANZ obligates itself to the terms of this contract. By___________________________________ Katherine L. Kenison, partner Moses Lake Council Packet 01-10-23, Page 546 of 592 Council Staff Report To:Agenda Item Number: From Department For Agenda of:Proceeding Type Expenditure Required:Amount Budgeted:Appropriation Required: Action Requested Packet Attachments (if any) Overview Allison Williams, City Manager 9323 Richard Law Municipal Services 1/10/2023 Consent Agenda Subject Rolluda Architects Contract Amendment 2 Reviewed and Approved by: City Manager Finance Fire City Attorney Community Development Police Human Resources Municipal Services Parks, Rec, & Cultural Services 1,673,595.24$15,000,000.00$0.00$ Authorize City Manager to sign Amendment 2 to the Architectural Services Agreement with Rolluda Architects Amendment 2 Exhibit D.pdf 350.88KB Rolluda Amendment 2.docx 14KB City Council directed staff to pursue the design and construction of a new Community Services Center on the property located on Central Drive. Rolluda Architects has provided an amended scope of work and design fee for Council's consideration. Upon execution of the amendment, design work would begin on the new facility. Fiscal and Policy ImplicationsBudgeted funds would be spent. It is typical for the cost of design and construction administration to run 8 to 15% of the overall project cost. Options and Results Approve, Authorize, or Adopt: City Manager will sign Amendment 2 to the Architectural Design Service Agreement with Rolluda Architects. Provide Amended Direction: Staff will bring back options for recommended changes. No Action Taken: Design work will not begin. Moses Lake Council Packet 01-10-23, Page 547 of 592 105 South Main Street, Suite 323 · Seattle, WA 98104 · 206.624.4222 (p) · 206.624.4226 (f) info@RolludaArchitects.com (e) · www. RolludaArchitects.com (w) December 6, 2022 Richard Law City Engineer, Municipal Services Department City of Moses Lake 401 Balsam Moses Lake WA 98837 RE: City of Moses Lake Police Amendment Fee Proposal Richard, We are pleased to present this fee proposal and scope of work as an amendment to our current contract for the design and construction administration of a new Police Facility located on Central Drive. Project Understanding The facility will be an approximately 28,000 square foot, 2-story building located on the parcel studied in the predesign phase and located on Central Drive. The site layout will be similar to the 2-story option developed as part of the predesign study on the western portion of the parcel. There will be an access drive included in the design on the west edge of the project site. Construction is expected to begin in late 2023. Basis of Fee For Base Services, which includes architectural, structural, mechanical, and electrical engineering services, we used the Washington State Architectural/Engineering Fee Schedule, based on a $15,000,000 construction budget. For a Type B project, the Base Services fee is 7.58% of the construction budget. Other services that fall outside the typical scope covered under Base Services include the following: •Civil Engineering Services •Landscape Architectural Services •Cost Estimating •Site Structural (gate foundations, generator pad and screen walls, misc site walls) •Security/Access Control System design •IT/Data Cabling Design Assumptions include the following: •Topographic survey and geotechnical report, including infiltration report, will be provided by others. •City will provide Division 0 and 1 specification sections. •Fire protection flow testing of the water system serving the site with be provided by others. •Deep foundation systems, such as piles, are not expected. Exclusions include the following: •AV System Design •Value Engineering EXHIBIT D Moses Lake Council Packet 01-10-23, Page 548 of 592 • Constructability Review • LEED/Sustainability Charrette/Certification • Design of covered parking structures We propose to provide the services described above and in the attached Scope of Work for $1,673,595.24, which works out to be 11.16% of the construction budget. In addition to the proposed Scope of Work, I have included a break down of our fee for your review. Please do not hesitate to call if you have any questions. Sincerely, Richard Murakami Principal Attachments cc: file Moses Lake Council Packet 01-10-23, Page 549 of 592 City of Moses Lake Fee Proposal Police Facility Design 2022.12.05 MACC WA St A/E Fee Sched BASIC SERVICE SD-CO BASIC SERVICES Through CDs OTHER SERVICES SD-CD SD 18% DD 20% CD 31% Subtotal SD-CD Bid 2% CA 27% CO 2% TOTAL SD-CO 15,000,000$ 7.58%1,137,000.00$ 784,530.00$ 204,660.00$ 227,400.00$ 352,470.00$ 784,530.00$ 22,740.00$ 306,990.00$ 22,740.00$ 1,137,000.00$ 784,530.00$ 784,530.00$ BASIC SERVICES Architectural 704,722.00$ 488,369.00$ 127,960.00$ 141,335.00$ 219,074.00$ 488,369.00$ 14,204.00$ 186,159.00$ 15,990.00$ 704,722.00$ Structural 139,000.00$ 96,560.00$ 24,630.00$ 28,210.00$ 43,720.00$ 96,560.00$ 2,750.00$ 36,940.00$ 2,750.00$ 139,000.00$ Mechanical 155,627.00$ 106,002.00$ 27,653.00$ 30,725.00$ 47,624.00$ 106,002.00$ 3,073.00$ 44,552.00$ 2,000.00$ 155,627.00$ Electrical 137,651.00$ 93,599.00$ 24,417.00$ 27,130.00$ 42,052.00$ 93,599.00$ 2,713.00$ 39,339.00$ 2,000.00$ 137,651.00$ OTHER SERVICES Civil (Reid Middleton)148,630.00$ 33,970.00$ 42,780.00$ 71,880.00$ 148,630.00$ 4,500.00$ 36,800.00$ 3,020.00$ 192,950.00$ Site Structural 18,500.00$ 18,500.00$ 18,500.00$ 4,500.00$ 36,800.00$ 3,020.00$ 62,820.00$ Site Elect (Sazan)8,500.00$ 8,500.00$ 8,500.00$ 8,500.00$ Security / Access Control (Sazan)6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ IT/Data Cabling Design (Sazan)12,750.00$ 12,750.00$ 12,750.00$ 12,750.00$ Landscape (JA Brennan)60,840.00$ 12,255.00$ 12,318.00$ 36,267.00$ 60,840.00$ 770.00$ 13,465.00$ 1,910.00$ 76,985.00$ Cost Estimating (JB Iringan)28,900.00$ 5,600.00$ 6,600.00$ 16,700.00$ 28,900.00$ -$ 9,237.12$ -$ 38,137.12$ -$ -$ -$ Reimbursable -$ -$ -$ Rolluda 1,200.00$ 500.00$ 500.00$ 200.00$ 1,200.00$ 1,500.00$ 2,700.00$ Reid Middleton 1,500.00$ 1,500.00$ 1,500.00$ 3,000.00$ Sazan 750.00$ 750.00$ 750.00$ 1,500.00$ JA Brennan 500.00$ 500.00$ 500.00$ 1,000.00$ Consultant Markup (5%)14,231.00$ 3,978.75$ 4,009.90$ 6,242.35$ 14,231.00$ 9,770.00$ 97,802.12$ 7,950.00$ 129,753.12$ -$ -$ TOTAL 1,137,000.00$ 784,530.00$ 300,051.00$ 291,463.75$ 312,107.90$ 483,759.35$ 1,087,331.00$ 42,280.00$ 505,344.24$ 38,640.00$ 1,673,595.24$ 11.16% 11 Moses Lake Council Packet 01-10-23, Page 550 of 592 SECOND AMENDMENT TO ARCHITECTURAL SERVICES AGREEMENT BY AND BETWEEN THE CITY OF MOSES LAKE WASHINGTON AND ROLLUDA ARCHITECTS. Preamble. This is the second amendment to the Architectural Services Agreement effective July 6, 2021, by and between City of Moses Lake, a Washington municipal corporation (hereinafter the “City”), and Rolluda Architects, (hereinafter the "Consultant) and this amendment is effective January 11, 2023. 1. Amendment. Article VI – Services, is amended to add the following language as follows: I. Scope of Work The Consultant shall assist the City and provide services as described and listed in the attached Exhibit D, for the design of a new Community Services Center on Central Drive. II. Consultant’s Payment Fees shall be listed in Exhibit C, attached hereto, and are limited to those charges unless written advance authorization is provided by the City. Fees for the scope of work listed in Exhibit D shall not exceed $1,673,595.24 unless agreed to in writing by both parties 2. All other terms and conditions of the July 6, 2021, Architectural Services Agreement or any modifications to the original agreement remain in effect. IN WITNESS WHEREOF, Rolluda Architects, and the City of Moses Lake haver hereunto set their hands and seals this 11th day of January 2023. CITY OF MOSES LAKE, WASHINGTON ROLLUDA ARCHITECTS _____________________________ _______________________________ Allison Williams, City Manager Alex Rolluda, Principal/President Moses Lake Council Packet 01-10-23, Page 551 of 592 Council Staff Report Agenda Item Number: Department Proceeding Type Expenditure Required:Amount Budgeted:Appropriation Required: Action Requested Packet Attachments (if any) 8025 Municipal Services Consent Agenda To: Allison Williams, City Manager From Richard Law, PE For Agenda of: 1/10/2023 Subject RH2 Engineering Services Contract Extension Reviewed and Approved by: City Manager Finance Fire City Attorney Community Development Police Human Resources Municipal Services Parks, Rec, & Cultural Services 70,000.00$70,000.00$0.00$ Staff recommends that City Council motion to extend the electrical engineering contract with RH2 for one year. Contract_Amnd No. 3_Municipal Services Projects Date Ext Rate Update_Signed by RH2(PRC)_20221207.pdf 426.39KB Contract_TaskAuth No. 13_Domestic Water SCADA On-Call_Signed by RH2(PRC)_20221207.pdf 296.64KB Contract_TaskAuth No. 14_Wastewater SCADA On-Call_Signed by RH2(PRC)_20221207.pdf 296.52KB Moses Lake Council Packet 01-10-23, Page 552 of 592 Overview Fiscal and Policy Implications Approve, Authorize, or Adopt: Provide Amended Direction: No Action Taken: On March 5, 2019, the city of Moses Lake approved an Electrical Engineering Service Agreement with the engineering consultant firm RH2. The agreement makes RH2’s professional electrical engineering services available to the City for various projects. The city has granted 12 task authorizations to RH2 associated with this agreement. Each authorization has been accompanied with its own scope of work and associated cost ceiling. Some of these task authorizations are complete, while others are still on- going. The task authorizations that are still in work include services for: · Northshore Li Staon Construcon (Electrical Controls and Telemetry design for the new li staon). · Wastewater SCADA On-Call services (for remote and on-site support for maintaining, troubleshooting, and adjusting the City’s existing wastewater telemetry equipment). · Wastewater Telemetry Improvements (for electrical and telemetry upgrades including various antenna upgrades around the city as required to allow those two sites to communicate with the City’s SCADA system). The overall electrical engineering service agreement is set to expire at the end of 2022. RH2 recently submitted a request for a one-year extension which is titled Contract Amendment No. 3 Municipal Services Projects. The extension will expire on December 31, 2023. The extension would also add the following task authorizaons numbered TA 13 and TA 14: TA 13: Domestic Water Telemetry and SCADA On-Call services for any services requested by the City in writing. This would likely include improvements needed at Well 20 which may be required during 2023. TA 14: Wastewater Telemetry and SCADA On-Call services for any services requested by the City in wring. This contract extension is part of the normal operational budget. Options and Results Staff will execute the contract extension and TA 13 and TA 14. Staff will bring back options for recommended changes. Staff will await further instructions. Moses Lake Council Packet 01-10-23, Page 553 of 592 10/11/2022 8:21 AM J:\data\MLK\219-034\00 Contract\Amendment No. 3\Amnd No. 3_AGMT_Municipal Services Projects Date Ext & Rate Update.docx City of Moses Lake Contract Amendment No. 3 Municipal Services Projects RH2 Project No. MLK 219.034 In accordance with our Agreement for Professional Services for Municipal Services Projects, dated March 5, 2019, this is an authorization to revise the project Scope of Work as described below. The work will be performed and invoiced using the terms and conditions listed in the original agreement, plus previous amendments. Modify the following elements of the Agreement: The period of performance for this Agreement will be extended for a completion date of December 31, 2023, and the billing rates will be updated as specified in the attached Exhibit A, 2023 Schedule of Rates and Charges. Please sign this authorization in the space provided below and return to RH2 Engineering, Inc., by mail at the address below, or by email to canderson@rh2.com. RH2 Engineering, Inc. City of Moses Lake Signature Signature Print Name/Title Print Name/Title Date RH2 Engineering, Inc. 300 Simon Street SE, East Wenatchee, WA 98802 Date City of Moses Lake, P.O. Box 1579, Moses Lake, WA 98837 12/7/2022 Paul R. Cross, Executive Vice President Moses Lake Council Packet 01-10-23, Page 554 of 592 RATE LIST RATE UNIT Professional I $159 $/hr Professional II $174 $/hr Professional III $193 $/hr Professional IV $213 $/hr Professional V $226 $/hr Professional VI $244 $/hr Professional VII $257 $/hr Professional VIII $268 $/hr Professional IX $268 $/hr Technician I $123 $/hr Technician II $135 $/hr Technician III $152 $/hr Technician IV $166 $/hr Technician V $182 $/hr Technician VI $199 $/hr Technician VII $216 $/hr Technician VIII $226 $/hr Administrative I $82 $/hr Administrative II $96 $/hr Administrative III $112 $/hr Administrative IV $134 $/hr Administrative V $158 $/hr CAD/GIS System $27.50 $/hr CAD Plots - Half Size $2.50 price per plot CAD Plots - Full Size $10.00 price per plot CAD Plots - Large $25.00 price per plot Copies (bw) 8.5" X 11"$0.09 price per copy Copies (bw) 8.5" X 14"$0.14 price per copy Copies (bw) 11" X 17"$0.20 price per copy Copies (color) 8.5" X 11"$0.90 price per copy Copies (color) 8.5" X 14"$1.20 price per copy Copies (color) 11" X 17"$2.00 price per copy Technology Charge 2.50%% of Direct Labor Mileage $0.6250 price per mile (or Current IRS Rate) Subconsultants 15%Cost + Outside Services at cost EXHIBIT A RH2 ENGINEERING, INC. 2023 SCHEDULE OF RATES AND CHARGES Rates listed are adjusted annually. Moses Lake Council Packet 01-10-23, Page 555 of 592 1 12/7/2022 11:49:55 AM J:\data\MLK\219-034\00 Contract\TA 13\TaskAuth No. 13_AGMT_Domestic Water SCADA On-Call.docx Task Authorization No. 13 City of Moses Lake On-Call Electrical Engineering Services Domestic Water Telemetry and SCADA On-Call December 2022 RH2 Project No. MLK 219.034.13 In accordance with our Agreement for Professional Services for the On-Call Electrical Engineering Services, dated March 5, 2019, this Task Authorization outlines the Scope of Work for Domestic Water Telemetry and Supervisory Control and Data Acquisition (SCADA) On-Call. The work will be performed and invoiced in compliance with the terms and conditions listed in the governing Agreement and any issued Contract Amendments. Scope of Work The City of Moses Lake (City) requests that RH2 Engineering, Inc., (RH2) assist with upkeep of the domestic water SCADA systems not related to other contracts between the City and RH2. Services will be performed by RH2 only when requested by the City in writing. This Scope of Work may include, but is not limited to, remote and on-site support for maintaining, troubleshooting, and adjusting SCADA applications and radio communication systems. Services requiring assistance from a subconsultant or procurement of equipment are expressly excluded from this Task Authorization. Fee for Services The fee for services shall be on a time and expense basis and shall not exceed $35,000.00 without prior written authorization of the City of Moses Lake. RH2 Engineering, Inc. City of Moses Lake _______________________________________ Signature _______________________________________ Signature _______________________________________ Print Name/Title _______________________________________ Print Name/Title _______________________________________ Date _______________________________________ Date 12/7/2022 Paul R. Cross, Executive Vice President Moses Lake Council Packet 01-10-23, Page 556 of 592 1 12/7/2022 11:55:12 AM J:\data\MLK\219-034\00 Contract\TA 14\TaskAuth No. 14_AGMT_Wastewater SCADA On-Call.docx Task Authorization No. 14 City of Moses Lake On-Call Electrical Engineering Services Wastewater Telemetry and SCADA On-Call December 2022 RH2 Project No. MLK 219.034.14 In accordance with our Agreement for Professional Services for the On-Call Electrical Engineering Services, dated March 5, 2019, this Task Authorization outlines the Scope of Work for Wastewater Telemetry and Supervisory Control and Data Acquisition (SCADA) On-Call. The work will be performed and invoiced in compliance with the terms and conditions listed in the governing Agreement and any issued Contract Amendments. Scope of Work The City of Moses Lake (City) requests that RH2 Engineering, Inc., (RH2) assist with upkeep of the wastewater SCADA systems not related to other contracts between the City and RH2. Services will be performed by RH2 only when requested by the City in writing. This Scope of Work may include, but is not limited to, remote and on-site support for maintaining, troubleshooting, and adjusting SCADA applications and radio communication systems. Services requiring assistance from a subconsultant or procurement of equipment are expressly excluded from this Task Authorization. Fee for Services The fee for services shall be on a time and expense basis and shall not exceed $35,000.00 without prior written authorization of the City of Moses Lake. RH2 Engineering, Inc. City of Moses Lake _______________________________________ Signature _______________________________________ Signature _______________________________________ Print Name/Title _______________________________________ Print Name/Title _______________________________________ Date _______________________________________ Date 12/7/2022 Paul R. Cross, Executive Vice President Moses Lake Council Packet 01-10-23, Page 557 of 592 Council Staff Report To:Agenda Item Number: From Department For Agenda of:Proceeding Type Subject Reviewed and Approved by: Expenditure Required:Amount Budgeted:Appropriation Required: Action Requested Fiscal and Policy Implications Approve, Authorize, or Adopt: Provide Amended Direction: No Action Taken: Mayor and City Council 9354 Allison Williams Administration 1/10/2023 Consent Agenda DOH Associates, PS Contract Amendment City Manager Finance Fire City Attorney Community Development Police Human Resources Municipal Services Parks, Rec, & Cultural Services 0.00$0.00$0.00$ Staff recommends City Council approve the amendment to Consultant Services Agreement by and between the City of Moses Lake and the DOH Associates, PS. Packet Attachments (if any) The DOH Associates Amendment.doc Overview 30KB The DOH Associates, PS was contracted to provide owners representative services for the construction of the Larson Recreation Center. As a result of project delays, and the scope of work for The DOH Associates that includes a one year visit to check on warranty status, staff is requesting that the time extension for the contract be extended to February 1, 2024. It should be noted that the use of The DOH Associates as owners rep has provided a positive financial benefit with the overall management of the project and verification of change orders. N/A Options and Results Contract amendment will be executed. Staff will bring back options for recommended changes. Contract will terminate January 4, 2023, without the ability to oversee project close out and warranty checks. Moses Lake Council Packet 01-10-23, Page 558 of 592 SECOND AMENDMENT TO CONSULTANT SERVICES AGREEMENT BY AND BETWEEN THE CITY OF MOSES LAKE, WASHINGTON AND DOH ASSOCIATES, PS. Preamble. This is the Second Amendment to the Consultant Services Agreement effective January 4, 2021, by and between The DOH Associates, PS, a Washington professional services corporation, and the City of Moses Lake, a municipal corporation (City), and this amendment is effective January 11, 2023. The Larson Recreation Center’s completion and close out requires additional time beyond the termination date of the agreement; accordingly, the parties desire to amend the agreement to extend the term. I. Amendment. The final sentence of the agreement is amended to read “This agreement expires February 1, 2024, unless an extension is mutually agreed to in writing by principals of both parties.” II. All other provisions of the original agreement or any modifications to the original agreement remain in effect. IN WITNESS WHEREOF, The DOH Associates, PS, and the City of Moses Lake have hereunto set their hands and seals this 12th day of January, 2023. CITY OF MOSES LAKE, WASHINGTON THE DOH ASSOCIATES, PS. __________________________ __________________________ Allison Williams Larry Gangle City Manager Principal Moses Lake Council Packet 01-10-23, Page 559 of 592 Council Staff Report To:Agenda Item Number: From Department For Agenda of:Proceeding Type Subject Reviewed and Approved by: Expenditure Required:Amount Budgeted:Appropriation Required: Action Requested Packet Attachments (if any) Allison Williams, City Manager 9165 Richard Law, PE Municipal Services 1/10/2023 Consent Agenda Westshore Biofilter Project Award City Manager Finance Fire City Attorney Community Development Police Human Resources Municipal Services Parks, Rec, & Cultural Services 263,466.20$200,000.00$63,466.20$ Staff recommends that City Council motion to award the Westshore Biofilter project to the low bidder for $263,466.20. GC2022-067 Westshore Biofilter Bid Results 11-17-22.pdf 210.26KB Moses Lake Council Packet 01-10-23, Page 560 of 592 Overview Fiscal and Policy Implications Approve, Authorize, or Adopt: Provide Amended Direction: No Action Taken: There has been a long-term odor issue at the intersection of Hanson Road and Westshore Drive in Mae Valley. City staff have determined that the source of the odor is the outfall of the Moses Pointe Lift Station force main. The Moses Point Lift Station force main is approximately 3 miles long and has low flow. The length of the force main and the low flow allow waste decomposition to occur inside the force main leading to excessive amounts of Hydrogen Sulfide in the outfall manholes. Recent construction in the area deepened one of the outfall manholes. The drop in the 20-foot-deep outfall manhole has increased the release of gases and the frequency of citizen complaints. In addition to the odor, the gases are corrosive to concrete and will decrease the life expectancy of the 20-foot-deep concrete manhole itself. A method that city staff have used to control the odor has been adding Bi-Oxide to the wastewater flow inside the force main. The downsides of this method include: It does not perform as effectively as city staff would like. It does not prevent citizen complaints of odor. The chemical pump that injects the chemical into the force main requires frequent maintenance. The chemical causes the force main to plug which requires city staff to pig the force main too often. The chemical costs about $10,000 per year in material cost alone. This cost does not include the cost of labor for the required maintenance listed above. The Westshore Biofilter project scope of work includes cleaning, regrouting, and coating the existing 20-foot- deep manhole with a corrosive resistant liner which will extend its life expectancy well into the future. It also includes installing ventilation for the manhole which will route the gases through a nearby biofilter to eliminate the odor. The biofilter filter media life expectancy is estimated to be about five to seven years, so the maintenance labor required by city staff will be significantly reduced after this project is complete. Replacing the biofilter filter media when required will be a simple, low-cost activity for city staff. City staff opened bids for this project on November 17, 2022. A total of two bids were received. The project would require funds to be spent in the amount of $263,466.20. The Engineer's Estimate for the project was $223,883.94 and the budgeted amount was $200,000. The cost differences are likely due to ongoing inflationary pressures and supply chain uncertainties. Options and Results City staff will execute the Contract with the low bidder, POW Contracting. Staff will develop options for recommended changes. City staff will wait for further instructions. Moses Lake Council Packet 01-10-23, Page 561 of 592 PROJECT NAME: Westshore Biofilter - 2022 BID RESULTS 1 Mobilization 1-09 1 LS $16,150.00 $16,150.00 $24,000.00 $24,000.00 $28,424.44 $28,424.44 2 Traffic Control 1-10 1 LS $12,800.00 $12,800.00 $16,500.00 $16,500.00 $20,250.00 $20,250.00 3 Sawcut Asphalt or Concrete 2-02 100 LF $5.00 $500.00 $5.00 $500.00 $8.10 $810.00 4 Remove Pavement 2-02 25 SY $50.00 $1,250.00 $20.00 $500.00 $24.89 $622.25 5 Water 2-07 20 TGal $20.00 $400.00 $25.00 $500.00 $202.50 $4,050.00 6 Shoring or Extra Excavation Class B 2-09 1000 SF $1.00 $1,000.00 $1.00 $1,000.00 $2.70 $2,700.00 7 Crushed Surface Top Course 4-04 30 TON $54.00 $1,620.00 $100.00 $3,000.00 $122.49 $3,674.70 8 HMA Patch Cl 3/8 Inch PG 64-28 5-06 25 SY $300.00 $7,500.00 $100.00 $2,500.00 $405.00 $10,125.00 9 Drain Pipe 2 Inch Diameter 7-01 225 LF $39.00 $8,775.00 $35.00 $7,875.00 $22.24 $5,004.00 10 Sewer Air Intake Structure 7-05 1 EA $9,550.00 $9,550.00 $4,500.00 $4,500.00 $3,299.75 $3,299.75 11 Connect to Existing Manhole 7-05 2 EA $2,500.00 $5,000.00 $1,750.00 $3,500.00 $1,223.22 $2,446.44 12 PVC Pipe for Water Main 2 Inch 7-09 65 LF $35.00 $2,275.00 $60.00 $3,900.00 $33.81 $2,197.65 13 Connect to Existing 12 Inch Water Main 7-09 1 EA $2,300.00 $2,300.00 $1,500.00 $1,500.00 $1,297.35 $1,297.35 14 Gate Valve 2 Inch 7-12 2 EA $1,500.00 $3,000.00 $4,000.00 $8,000.00 $3,450.74 $6,901.48 15 Service Connection 2 Inch Diameter 7-15 1 EA $850.00 $850.00 $9,000.00 $9,000.00 $7,885.59 $7,885.59 16 Service Connection Pipe 2 Inch Diameter 7-15 150 LF $68.00 $10,200.00 $75.00 $11,250.00 $59.36 $8,904.00 17 RPBA and Non-Freeze Post Hydrant 7-15 1 EA $4,350.00 $4,350.00 $4,500.00 $4,500.00 $8,518.96 $8,518.96 18 PVC Air Duct 6 Inch Diameter 7-21 300 LF $57.00 $17,100.00 $70.00 $21,000.00 $62.26 $18,678.00 19 Biofilter 7-21 1 LS $36,000.00 $36,000.00 $22,500.00 $22,500.00 $26,279.91 $26,279.91 20 Biofilter Electrical 7-21 1 LS $33,450.00 $33,450.00 $16,000.00 $16,000.00 $31,313.25 $31,313.25 21 Bypass Pumping 7-21 1 LS $9,800.00 $9,800.00 $17,000.00 $17,000.00 $7,830.00 $7,830.00 22 Rigid Conduit 7-21 110 LF $30.00 $3,300.00 $200.00 $22,000.00 $60.78 $6,685.80 23 Manhole Lining System 7-22 33 VF $300.00 $9,900.00 $825.00 $27,225.00 $1,565.92 $51,675.36 24 Chain Link Fence 8-12 40 LF $75.00 $3,000.00 $125.00 $5,000.00 $151.88 $6,075.20 25 Double 8-Foot Chain Link Gate 8-12 1 EA $1,800.00 $1,800.00 $5,000.00 $5,000.00 $1,020.60 $1,020.60 26 Cement Concrete Slab 8-14 27 SY $145.00 $3,915.00 $150.00 $4,050.00 $84.40 $2,278.80 27 Paint Line 8-22 50 L.F.$15.00 $750.00 $15.00 $750.00 $13.50 $675.00 206,535.00$ $243,050.00 $269,623.53 8.4%17,348.94$ $20,416.20 $22,648.38 223,883.94$ $263,466.20 $292,271.91 Schedule A: Sewer Improvements UNIT PRICE AMOUNT Engineers Estimate POW Contracting Pasco WA JR Massie LLC Davenport WA PROJECT NUMBER: GC2022-067 SUBTOTAL SCHEDULE A SALES TAX Total Schedule A ITEM ITEM DESCRIPTION SECTION APPROX. QUANTITY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT Moses Lake Council Packet 01-10-23, Page 562 of 592 Council Staff Report Agenda Item Number: Department Proceeding Type Expenditure Required:Amount Budgeted:Appropriation Required: Action Requested Packet Attachments (if any) Overview 9324 Municipal Services Consent Agenda To: Allison Williams, City Manager From Richard Law, PE For Agenda of: 1/10/2023 Subject Milwaukee and AeroTEC Water Main Award Reviewed and Approved by: City Manager Finance Fire City Attorney Community Development Police Human Resources Municipal Services Parks, Rec, & Cultural Services 447,312.60$500,000.00$0.00$ Staff recommends that City Council motion to award the Milwaukee and AeroTEC Water Main project to the low bidder for $447,312.60. Milwaukee and AeroTEC Water Mains Bid Summary.pdf 1.35MB City engineering and opera ons staff have iden fied aging steel and cast-iron water mains at two loca ons that are in need of replacement. The loca ons are at 7988 Andrews Street NE and in the vicinity of the intersec on of South Milwaukee Ave and South Western Ave. In addi on to their aging condi on, one of the water mains is located excessively deep underground, another sec on is located underneath a future residen al development, and another sec on of water main is located underneath an exis ng building. The benefits of comple ng the project will include replacing aging water mains with new PVC water mains and reloca ng the water main posi ons and eleva ons to make them easier to maintain in the future. The new water mains will not be located underneath exis ng or future structures. City staff originally opened bids for this project on June 2nd, 2022. At that time the city only received one bid, so city staff recommended rebidding the project. The second bid opening occurred on December 20th, 2022. The city received 8 bids for the project rebid, and the low bid is now about $150,000 less than the single bid received in June. Fiscal and Policy Implications The project will require budgeted funds to be spent in the amount of $447,312.60. Moses Lake Council Packet 01-10-23, Page 563 of 592 Options and Results Approve, Authorize, or Adopt: City staff will execute the contract with the low bidder, POW Contracting. Provide Amended Direction: Staff will develop options to accommodate the recommended changes. No Action Taken: City staff will not proceed with the project at this time. Moses Lake Council Packet 01-10-23, Page 564 of 592 Moses Lake Council Packet 01-10-23, Page 565 of 592 Moses Lake Council Packet 01-10-23, Page 566 of 592 Moses Lake Council Packet 01-10-23, Page 567 of 592 Council Staff Report To:Agenda Item Number: From Department For Agenda of:Proceeding Type Subject Reviewed and Approved by: Expenditure Required:Amount Budgeted:Appropriation Required: Action Requested Packet Attachments (if any) Allison Williams, City Manager 9098 Richard Law, PE Municipal Services 1/10/2023 Consent Agenda Accept Well 34 Pump Test Project (GC2021-030) City Manager Finance Fire City Attorney Community Development Police Human Resources Municipal Services Parks, Rec, & Cultural Services 0.00$0.00$0.00$ Staff recommends that City Council should motion to accept the Well 34 Pump Test Project (GC2021-030). GC2021-051 Well 34 Pump Test Final Pay Estimate Signed.pdf 409.48KB Moses Lake Council Packet 01-10-23, Page 568 of 592 Overview Fiscal and Policy Implications Approve, Authorize, or Adopt: Provide Amended Direction: No Action Taken: The Municipal Services department, in conjunction with Aspect Consulting (an engineering consulting firm), has determined that Well 34 (located at 500 Montana Street next to Well 31) would be a strategic and advantageous addition to the City's potable water supply system. The current project has focused on surging and bailing the well screen to fully develop the well, upgrading the well screen design, flow testing the well, determining the water quality, and measuring the well recovery characteristics. The engineer's estimate for the project was $99,218.52 and the project was awarded to the low bidder (Empire Well Drilling) for $81,300.00. Two change orders were required to successfully complete the project. The final cost for the project was $166,603.05. Change orders of this type are common for well development projects since certain subsurface conditions cannot be known prior to beginning the project. The first change order was for additional time to surge and bail the original well screen. Some progress was being made with the original screen and it was in the City's best interest to continue attempting to develop the original screen. The second change order was for installing a new 14" well screen after it became apparent that the original well screen was failing to fully develop for reasons related to the sandy conditions at the well site. After installing the new well screen, Well 34 developed quickly (within a day or two) and Well 34 proved to be an abundant source of water during the flow testing and showed minimal drawdown. The well test report also demonstrates that Well 34's recovery characteristics are quite good. After pumping 1625 gallons per minute during the final step of the step drawdown test, the well recovered to 99% of its original pumping level within 15 seconds. The 24-hour constant rate test was conducted at 1625 gallons per minute with only 2.28 feet of drawdown. The water quality report did find high levels of manganese, a naturally occurring mineral. City staff are now in the process of finding an engineering consultant who can help the city develop a comprehensive water treatment plan for Well 34. Upon acceptance, the City will enter into the 60-day lien period as required by Washington State Law. Options and Results Staff will send a Notification of Acceptance to the contractor and the 60-day lien period will begin. Staff will consider recommended changes and return later with options for City Council. The project will not be accepted at this time. Moses Lake Council Packet 01-10-23, Page 569 of 592 Moses Lake Council Packet 01-10-23, Page 570 of 592 Council Staff Report To:Agenda Item Number: From Department For Agenda of:Proceeding Type Subject Reviewed and Approved by: Expenditure Required:Amount Budgeted:Appropriation Required: Action Requested Packet Attachments (if any) Overview Fiscal and Policy Implications Approve, Authorize, or Adopt: Provide Amended Direction: Allison Williams, City Manager 9312 Richard Law Municipal Services 1/10/2023 Consent Agenda Accept Nelson Road Path Project City Manager Finance Fire City Attorney Community Development Police Human Resources Municipal Services Parks, Rec, & Cultural Services 108,338.04$100,000.00$8,338.04$ Staff recommends accepting the Nelson Road Path Project - 2022 JM Pacific Construction, Inc. has completed construction of the Nelson Road Path - 2022 Project. The project included construction of an asphalt path from Lakeland Drive to Moses Lake Avenue on the north side of the road. The work included clearing and excavation of unsuitable material in the path and installation of solar powered flashing beacons at the crosswalk located at Moses Lake Avenue. The work completed in in the amount of $108,338.04. The original contract amount was $90,859.90. The extra cost was to deal with unsuitable subgrade material found adjacent to the existing nursery on Nelson Road. Extra material needed to be removed and replaced with gravel to create a suitable foundation for the asphalt path. The Moses Lake School District agreed to share the cost of the path at 50% up to a maximum of $50,000 total contributed. The school district has been invoiced for their share. Upon acceptance, the City will enter into the 60 day lien period as required by Washington State Law. Options and Results The 60 day lien period will begin. Staff will bring back options for recommended changes.Moses Lake Council Packet 01-10-23, Page 571 of 592 No Action Taken: The project won’t be accepted at this time. Moses Lake Council Packet 01-10-23, Page 572 of 592 Council Staff Report To:Agenda Item Number: From Department For Agenda of:Proceeding Type Subject Reviewed and Approved by: Expenditure Required:Amount Budgeted:Appropriation Required: Action Requested Packet Attachments (if any) Allison Williams, City Manager 9326 Rich Huebner, Assistant City Manager Administration 1/10/2023 Old Business 2023 Legislative Agenda City Manager Finance Fire City Attorney Community Development Police Human Resources Municipal Services Parks, Rec, & Cultural Services 0.00$0.00$0.00$ Move to adopt the City of Moses Lake's 2023 Legislative Agenda as presented. 2023 City of ML Legislative Agenda.pdf 138.5KB AWC 2023 Legislative Agenda.pdf 35.41KB DRAFT WASPC 2023 Legislative Agenda.pdf 164.7KB 2022 Community Services Center One-Pager.pdf 559.95KB Moses Lake Council Packet 01-10-23, Page 573 of 592 Overview Fiscal and Policy Implications Approve, Authorize, or Adopt: Provide Amended Direction: No Action Taken: Cities typically adopt legislative agendas prior to the beginning of the State legislative session in January. The attached draft Legislative Agenda reflects the City of Moses Lake's position on key initiatives expected in the upcoming 2023 Session of the State Legislature. Attachment 1 is the draft 2023 Legislative Agenda, positions and requests in which include: Water Infrastructure: support for the completion of the Columbia Basin Project and the Moses Lake Wellfield Superfund site cleanup, as well as the 2023-2025 Capital Budget requests of the Department of Ecology's Office of Columbia River, and the work of the Department of Ecology to help transition water rights for municipal purposes. Police Reform: addressing vehicular pursuits, investments in recruitment and retention of police officers, and responding to the decision in State v. Blake. Infrastructure Funding: priority consideration and support for City requests to address needed infrastructure to accommodate industrial development. Maintain and Expand Flexibility of Funding Sources: support for the retention of the Public Works Assistance Account, the ability to maintain voter-approved Transportation Benefit Districts, and legislation that provides for fire benefit charges. Community Services Center Construction: support for a Capital Budget appropriation for funding assistance for the new Community Services Center building, the primary function of which will be as the City's new police station. The facility will include a community services area, building on the City's success working with imbedded health providers and recovery navigators. Attachment 2 is the 2023 Association of Washington Cities (AWC) legislative agenda, and Attachment 3 is the draft legislative agenda of the Washington Association of Sheriffs and Police Chiefs (WASPC); several items from each are reflected in the City's draft Legislative Agenda as well. Attachment 4 is a project description of the Community Services Center. This is the opportunity for the City Council to discuss the City's 2023 Legislative Agenda. City staff is seeking Council adoption at its January 10, 2023 meeting to ensure the City's legislative priorities are formally articulated for the legislative session, which begins that same day. There is no specific fiscal impact associated with adopting the 2023 Legislative Agenda. Options and Results The 2023 Legislative Agenda will be effective January 10, 2023, the first day of the 2023 legislative session. Provide staff with specific changes, which would then need to be approved at the January 24, 2023 meeting. This action would delay the adoption of the City's 2023 Legislative Agenda until the third week of the 2023 legislative session. The City would not have an adopted legislative agenda for the start of the legislative session. Adoption of a legislative agenda would be delayed until, at minimum, the third week of the session. Moses Lake Council Packet 01-10-23, Page 574 of 592 Police Reform: The City of Moses Lake urges our state Legislators to address vehicular pursuits, invest in the recruitment and retention of police officers, and respond to the decision in State v. Blake. Needed legislation will: enact a balancing test where the risk of pursuit cannot exceed the risk of the reason(s) for the pursuit; address Washington’s status as 51st in the nation in the per capita number of officers through enactment of a 1/10th of 1% sales tax credit to recruit and retain officers and provide additional access to the Basic Law Enforcement Academy; revise the current system of two referrals prior to criminal charges; and invest in treatment programs and alternative response teams. Water Infrastructure: Moses Lake’s deep-water aquifer, its primary water source, has a limited life. Water conservation efforts and identification of alternative sources are underway. The Columbia Basin Project currently irrigates approximately 65 percent of the authorized acreage. To ensure an adequate supply of residential, potable water, the City of Moses Lake urges our state and federal Legislators support the completion of the Columbia Basin Project and completion of the Moses Lake Wellfield Superfund site cleanup. The City also urges our state Legislators to support the 2023-2025 Capital Budget requests of the Department of Ecology’s Office of Columbia River, and the work of the Department of Ecology to help transition water rights for municipal purposes. Infrastructure Funding: Moses Lake has been identified as the place in the state to develop technology, as evidenced by Group 14, Sila Nanotechnologies, and STOKE Space. This requires that the City quickly ramp up infrastructure to support the new, green economy. The City will be partnering on funding requests and asks for priority consideration. Maintain and Expand Flexibility of Funding Sources: State programs such as the Public Works Assistance Account have been subject to elimination. These programs invest in communities and support local priorities. The City supports maintaining State funding sources while providing cities with flexibility. Examples include extending the ability to have a voter-approved Transportation Benefit District and legislation that provides for fire benefit charges. City of Moses Lake | www.cityofml.com Allison Williams, City Manager Rich Huebner, Assistant City Manager awilliams@cityofml.com | (509) 764-3702 rhuebner@cityofml.com | (509) 764-3724 Community Services Center Construction: The City will work with the 13th District legislative delegation to support a Capital Budget appropriation for construction of the new Community Services Center. The primary purpose of this new building will be as the City’s new police station, and it will include a community services area, building on the City’s success working with imbedded health providers and recovery navigators. The facility will provide space to convene and organize outreach, and to launch regional drug enforcement tactical responses. Moses Lake Council Packet 01-10-23, Page 575 of 592 Respond to the Blake decision Support clarification around the crime of possessing a controlled substance so that individuals, law enforcement, and treatment providers can respond appropriately. Revise the current system of two referrals prior to criminal charges, so it can be more effectively administered across the state. Support additional investments to help cities with the costs stemming from the Blake decision on how possession of controlled substances is handled by the criminal justice system. This includes: • Funding to help offset the costs of vacating criminal convictions, repaying legal financial obligations, administering diversion programs, and mitigating municipal court impacts. • Investment in alternative response teams; treatment facilities for adults and juveniles; treatment in jails; and social workers, treatment providers, and system navigators to help direct people to treatment. Address vehicle pursuits for public safety Clarify the ability for law enforcement to conduct vehicle pursuits using a reasonable suspicion standard in specific circumstances. This is essential to allow for effective and safe pursuit of suspects when there is an immediate threat to public safety. Cities will continue to support safety standards and training for officers who engage in vehicle pursuits. Ensure basic infrastructure funding Fully fund the Public Works Assistance Account (PWAA), allow the current revenue diversions to sunset at the end of fiscal year 2023, and refrain from further fund transfers or diversions to other infrastructure programs or non-infrastructure accounts. Expand state funding opportunities to assist with maintenance and operations of local infrastructure. Increase housing availability & affordability Support a proactive approach that creates new tools, incentives, and revenues that cities can use to help increase housing supply and address affordability. Cities need resources to encourage development of housing at all income levels—especially for our lowest-income residents. Provide behavioral health resources Create greater access to community-based behavioral health services to include substance use disorder treatment and dual diagnosis treatment facilities. Support continued state funding to help communities establish alternative response programs like co-responder programs, diversion programs, and others that provide options beyond law enforcement for responding to situations that involve individuals suffering from behavioral health issues. City Legislative Priorities2023Strong cities make a great state. Cities are home to 65% of the state’s residents, drive the economy, and provide the most accessible government. The continued success of cities depends on adequate resources and local decision-making to best meet the needs of our residents. Washington’s 281 cities ask the Legislature to partner with cities and act on the following priorities: Candice Bock Government Relations Director candiceb@awcnet.org Contact: Association of Washington Cities • 1076 Franklin St SE, Olympia, WA 98501 • 1.800.562.8981 • wacities.org Copyright © 2022 by Association of Washington Cities, Inc. All rights reserved. | 09/15/22 Moses Lake Council Packet 01-10-23, Page 576 of 592 2023 LEGISLATIVE AGENDA BLAKE / SIMPLE POSSESSION OF CONTROLLED SUBSTANCES In February 2021, the Washington Supreme Court ruled Washington’s simple possession laws as unconstitutional. The 2021 Legislature enacted SB 5476 to address the constitutional inadequacy, but also lowered the crime of simple possession from a felony to a simple misdemeanor, and required law enforcement to offer a referral to assessment and services in lieu of jail booking and referral to the prosecutor for charging unless the person has been diverted on at least two prior occasions (RCW 10.31.115). This approach leaves substance abusers with no tangible treatment, and no accountability for their actions. WASPC seeks to enact a simple possession criminal offense statute that incentivizes treatment and accountability for those found in unlawful possession of controlled substances. Further, WASPC seeks an audit/assessment of the additional treatment capacity created with the $151 million appropriation in SB 5476 . As recommended to the membership by the WASPC Legislative Committee & Executive Board. JUVENILE ACCESS TO ATTORNEY The 2021 Legislature enacted HB 1140, which requires law enforcement officers to connect a juvenile with an attorney prior to any waiver of constitutional rights. This law fails to recognize the constitutional rights of juveniles, the role of parents/guardians, and has prevented juveniles from providing exculpatory information to law enforcement officers. Further, this law had led to fewer opportunities to divert from arrest. WASPC seeks to modify RCW 13.40.740 to: 1. Allow juveniles to provide an exculpatory statement; 2. Recognize the role of parents/guardians when waiving or asserting a juvenile’s rights; and 3. Prohibit telephonic attorneys from asserting or waiving a juvenile’s rights without the juvenile’s consent. 9.28.22 Leading collaboration among law enforcement executives to enhance public safety since 1963. VEHICULAR PURSUITS The 2021 Legislature enacted HB 1054 which, among other things, established counterproductive restrictions on vehicular pursuits. As a direct result, an environment of emboldened criminals has been created and led to reduced public safety and reduced respect for the rule of law in Washington. WASPC seeks to modify RCW 10.116.060 to enact a balancing test where the risks of the pursuit cannot exceed the risks of the reason(s) for the pursuit. NOTE: WASPC does not seek to allow for pursuits for any reason or under any circumstance. RECRUITMENT AND RETENTION FUNDING 2021 was the 12th consecutive year where Washington State had the fewest number of law enforcement officers per capita, ranking 51st in the nation according to FBI data. Washington is falling further behind, with a net loss of 495 officers in 2021 alone. Having too few officers has direct impacts on preventing crime, limits de-escalation, and increases the likelihood of the use of force. Washington relies too much on the use of mandatory overtime, resulting in tired officers running call to call. De-escalation requires teaming up and slowing down. WASPC seeks to secure ongoing funding to recruit and retain additional law enforcement officers through a 1/10th of 1% (0.1%) sales tax credit against the state, with an additional 1/20th of 1% (0.05%) available for other criminal justice partners—prosecutors, public defenders, judges, clerks, jails, etc. Note: This would not increase the sales tax; it would be a credit against the existing state portion of sales tax. LAW AND JUSTICE DAY: FEBRUARY 7, 2023 9:00 AM COLUMBIA ROOM James McMahan Policy Director (253) 376-8492 james@waspc.org Taylor Gardner Deputy Policy Director (360) 819-2181 taylor@waspc.org Moses Lake Council Packet 01-10-23, Page 577 of 592 Community Services Center City of Moses Lake, WA Problem/Issue: Over the past few years Moses Lake Police Officers have experienced a large increase in calls for service involving people suffering from mental health crisis, substance use disorder, and homelessness related issues. Due to the increased call volume, the MLPD has partnered with various community organizations to provide additional support of people suffering from these issues. As the City of Moses Lake prepares to build a new police station, the City desires to provide office space within the building for partner agencies that work directly with the police department in tackling these community issues. The new police station would be referred to as the “Community Services Center” and serve as a location for citizens to obtain multiple community services. Project Description: The City of Moses Lake plans to build a new police station that would be referred to as the “Community Services Center”. Building on the success of imbedded services with Grant County Mental Health’s RENEW and the Recovery Navigators program, space will be provided to continue and augment these services. As police officers are the front line first responders to many community caretaking functions, the community services area of the new building will allow officers to bring people in crisis directly to the Community Services Center for assistance. RENEW provides a mental health professional (MHP) that responds to crisis calls with officers. The MHP will have a dedicated office within the Community Services Center to work out of, where they will be able to host appointments and provide other resources directly to citizens. The Recovery Navigator Program’s Outreach Specialists respond to requests from officers to assist people suffering from substance use disorder. The Community Services Building will also provide an office for the Recovery Navigator Program to be able to assist people in crisis. The Community Services Center may also provide rotating office space for other community service providers aligned with these efforts. In 2022, the Moses Lake City County approved the creation of a Community Outreach Officer position, which will be filled with a police officer dedicated to working with service providers and responding to calls for people in crisis along with the MHP and outreach specialists to best serve the needs of persons in crisis. The Community Services Center will include a community room for trainings and other community purposes. The Moses Lake Police Department intends to use the community room for its annual Citizen Academy, Open Houses, potentially National Night Out, the annual Faith & Blue event, and other community events or functions that brings law enforcement together with our citizens. Moses Lake Council Packet 01-10-23, Page 578 of 592 Economic and Community Impact: The Moses Lake community has seen increases in property crimes, which financially impacts every citizen. Theft calls, catalytic converter thefts, vandalism, and trespassing incidents are on the rise and many of these cases involve people suffering from mental health issues, substance use disorder, or homelessness. On top of the financial impacts that the community is experiencing, delayed responses to calls for service from both law enforcement and emergency medical staff happens when police officers and EMTs are attempting to assist someone in crisis. Working directly with mental health professionals and outreach specialists has proven to have positive impacts on our homeless, mental health and substance use population. Having an MHP and outreach specialists working directly with law enforcement and being housed in the Community Services Center will help reduce the number of calls that officers and EMTs respond, while at the same time reducing the financial impacts on our citizens and businesses suffering losses. Additional Sources of Funding: The majority of the funding needed for this project will be born by the City of Moses Lake. Grant County citizens passed a Law and Justice Sales Tax in 2019 to fund criminal justice related expenses. The City of Moses Lake will dedicate a portion of the Law and Justice Sales Tax coming to the City for the debt service associated with construction the Community Services Building, and the City’s general fund will make-up the difference. The City is in a period of growth and the general fund supports critical infrastructure and staffing city-wide. State support of the Community Services Center will ensure City resources are available for growing City needs. Funding Request: $1.5 million, which is 10% of projected costs Contact Information: Allison Williams, City Manager awilliams@cityofml.com ph: 509-764-3702 Project Goals and Results: The effects of people suffering from mental health and substance use disorders is felt throughout the community. Many of our citizens suffering from mental health and substance use disorders find themselves homeless, jobless, and lacking basic needs. Officers spend much of their day dealing with people in crisis suffering from one or both issues. The City of Moses Lake is considered a “high crime” community due to the high rates of property crime, much of which is conducted by people suffering from substance use issues. The high rates of property crime directly impact our citizens and businesses, which creates a financial hardship throughout the community. The impacts are not only affecting police officers, it is also having increased impacts on emergency medical services. Emergency medical personnel respond to a high number of calls from people in mental health crisis, even though many of these callers are not transported to a medical facility. The goal of the program is to reduce the number of calls for service by providing real-time resources when an officer responds to a call involving a person suffering from a substance use or mental health crisis. Building on the success of having community service providers work directly out of the current police facility, the Community Services Center will have dedicated space to see more positive results from people taking advantage of services and resources offered by providers. The second goal is to build community trust and engagement between the Moses Lake Police Department and the community it serves. This will be accomplished by hosting community events and programs within the walls of the Community Services Building, bringing citizens and officers shoulder to shoulder and enhancing the relationship with those we are sworn to protect. Moses Lake Council Packet 01-10-23, Page 579 of 592 Council Staff Report To:Agenda Item Number: From Department For Agenda of:Proceeding Type Subject Reviewed and Approved by: Expenditure Required:Amount Budgeted:Appropriation Required: Action Requested Packet Attachments (if any) Overview Fiscal and Policy Implications Approve, Authorize, or Adopt: Provide Amended Direction: No Action Taken: Allison Williams, City Manager 9319 Finance Director Finance 1/10/2023 New Business Increase Police Department Imprest fund authorized balance to $10,000.00 City Manager Finance Fire City Attorney Community Development Police Human Resources Municipal Services Parks, Rec, & Cultural Services 0.00$0.00$0.00$ Authorize an increase in the Police Department's imprest account balance from $2,000 to $10,000. RESOLUTION NO xxxx - MLPD imprest account increase.docx 15.28KB Resolution #3905 established a separate revolving (imprest) account for the Moses Lake Police Department for donations received for specific purposes, i.e. Shop with a Cop, K-9 program, Blue Bridge, etc. The approved resolution established a balance of $2,000 for the account. The Moses Lake Police Department regularly exceeds this amount during their fund-raising events held throughout the year. We are recommending the account balance be increased from $2,000 to $10,000 to allow the Moses Lake Police Department to receive and make disbursements in excess of the $2,000 currently authorized. The Moses Lake Police Department revolving (imprest) account balance would be increased by $8,000 to a maximum of $10,000 allowed as a balance to be held in the account. Options and Results Authorize the increase. Recommend a different amount for the balance. The imprest fund account balance would remain at $2,000. Moses Lake Council Packet 01-10-23, Page 580 of 592 RESOLUTION NO. 3929 A RESOLUTION REQUESTING AN INCREASE IN THE REVOLVING (IMPREST) FUND BALANCE FOR THE CITY OF MOSES LAKE POLICE DEPARTMENT Recitals: 1. The Finance Director is requesting an increase from $2,000 to $10,000 in the City of Moses Lake Police Department’s revolving (imprest) account. The Moses Lake Police Department regularly exceeds $2,000 in donations during fund raising events held throughout the year. An increase to $10,000 will allow the Moses Lake Police Department flexibility to receive and utilize the donations for the purposes designated by the donor(s). 2. RCW 43.09.200 authorizes the state auditor to prescribe a uniform system of accounting and the State Auditor’s Office Budgeting, Accounting, and Reporting System (BARS), Section 3.8.8 provides specific guidance and requirements for the use of revolving (imprest) accounts by local governments. Resolved: 1. The City Council of the City of Moses Lake hereby authorizes the Finance Director to increase the City of Moses Lake Police Department’s revolving fund authorized balance to $10,000.00 to receive and spend donated funds for intended purposes. ADOPTED by the City Council on January 10, 2023. ________________________________________ Don Myers, Mayor ATTEST: _________________________________________ Debbie Burke, City Clerk Moses Lake Council Packet 01-10-23, Page 581 of 592 Moses Lake Council Packet 01-10-23, Page 582 of 592 Moses Lake Council Packet 01-10-23, Page 583 of 592 Moses Lake Council Packet 01-10-23, Page 584 of 592 Moses Lake Council Packet 01-10-23, Page 585 of 592 Moses Lake Council Packet 01-10-23, Page 586 of 592 Moses Lake Council Packet 01-10-23, Page 587 of 592 Moses Lake Council Packet 01-10-23, Page 588 of 592 Moses Lake Council Packet 01-10-23, Page 589 of 592 Moses Lake Council Packet 01-10-23, Page 590 of 592 Council Staff Report To:Agenda Item Number: From Department For Agenda of:Proceeding Type Subject Reviewed and Approved by: Expenditure Required:Amount Budgeted:Appropriation Required: Action Requested Packet Attachments (if any) Overview Fiscal and Policy Implications Allison Williams, City Manager 9387 Shannon Springer Human Resources 1/10/2023 Administrative Reports AWC Worker's Comp Retro Program Refund City Manager Finance Fire City Attorney Community Development Police Human Resources Municipal Services Parks, Rec, & Cultural Services 0.00$0.00$0.00$ No action, informational only. The City of Moses Lake is part of the AWC Worker's Comp Retro Program. The AWC Workers’ Comp Retro Program is a voluntary financial incentive program that helps employers reduce their industrial insurance costs through improved claims experience and refunds. The City of Moses Lake joined the AWC Retro program in January of 2004 with the goal to focus on safe work practices and helping injured employees return to work. In 2021, the Retro program received a refund of $2.8 million for retro hear 2018; the City of Moses Lake's refund was $67,745. The Retro program announced that the 2019 Retro Year had its final adjustment, and the program received the highest refund in program history, $4.9 million. This year the AWC Retro will be disbursing $3.48 million in refund dollars to 2019 Retro Pool participants. Refunds are distributed with 30% of the total refund allocated to all members based on size and premium. The other 70% will go to those members with a positive impact to the Pool in the 2019 year based on performance. The City of Moses Lake has been awarded a refund check in the amount of $131,179 for the 2019 retro year. This is nearly double the refund received last year. This refund will be used to continue the emphasis on safe work practices at the city. Options and Results Moses Lake Council Packet 01-10-23, Page 591 of 592 Approve, Authorize, or Adopt: Provide Amended Direction: No Action Taken: n/a n/a n/a Moses Lake Council Packet 01-10-23, Page 592 of 592