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FINAL 2021 0223 Council Agenda PacketMoses Lake City Council David Curnel, Mayor | Daryl Jackson, Deputy Mayor | Mike Riggs, Council Member | Karen Liebrecht, Council Member Don Myers, Council Member | David Eck, Council Member| Dean Hankins, Council Member REMOTE ACCESS ONLY - Citizens can join this meeting via phone by calling the numbers listed at the bottom of the agenda or by audio only option https://cityofml.zoom.us/s/91539733610 Tuesday, February 23, 2021, 7:00 PM Regular Meeting Agenda Call to Order – 7 p.m. Roll Call Pledge of Allegiance Approval of the Agenda Summary Reports: Mayor’s Report -Census Certificate of Recognition Additional Business City Manager’s Report -Director Search Process Citizen’s Communications - Citizens who would like to address the Council can submit written comments to the City Clerk no later than 3 p.m. on the day of the meeting. Comments will be provided to Council electronically and recorded in the meeting minutes. Citizens who would like to speak on matters during the meeting will need to complete the following form no later than 3 p.m. on the day of the meeting. There will be a five-minute limit per speaker. https://lfweb.cityofml.com/Forms/Council- Speaker-Request Public Hearing Due to the COVID 19 pandemic, please use the link above in citizen comment to complete a speaker request form or provide written comments to cityclerk@cityofml.com no later than 3 p.m. on the day of the meeting. Moses Lake Council Packet 2-23-21, Page 1 of 339 February 23, 2021, City Council Meeting Page 2 #1 Motion pg 5 Surplus of Utility Property Resolution 3843 Presented by Mike Moro, Public Works Division Director Summary: Take public testimony and consider adoption 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 10 a.City Council Meeting Minutes Dated February 9, and 16, 2021 b.Claims and Payroll c.Accept Biosolids Application Project d.Accept EVCO A-V Upgrade Project e.Update Community Standards MLMC 12.08 Ordinance 2967 f.Quit Claim Airport Boundary Resolution 3844 Old Business #3 Motion #4 Motion #5 Motion #6 Motion pg 57 Retitle Parks Department MLMC 2.20 Ordinance 2968 Presented by Susan Schwiesow, Interim Parks & Recreation Director Summary: Council to review and consider adoption pg 64 Enhanced Shelter Funding Contract Presented by Melissa Bethel, Community Development Director Summary: Council to review and consider authorization pg 96 Airport Lease Modification Presented by Allison Williams, City Manager Summary: Council to review and consider authorization pg 98 Sagecrest Developer Agreement Presented by Richard Law, City Engineer Summary: Council to review and consider authorization New Business #7 Motion pg 124 Zoning for Sleeping Shelters MLMC 18 Ordinance 2969 Presented by Melissa Bethel, Community Development Director Summary: Council to review and consider adoption Moses Lake Council Packet 2-23-21, Page 2 of 339 February 23, 2021, City Council Meeting Page 3 #8 Motion #9 Motion pg 128 Community Street and Utility Standards Update Resolution 3845 Presented by Mike Moro, Public Works Division Director Summary: Council to review and consider adoption pg 298 Flying T, LLC Airport Lease Addendum Presented by Allison Williams, City Manager Summary: Council to review and consider authorization #10 pg 304 Motion Oasis Major Plat Request to Connect to Water/Sewer Presented by Richard Law, City Engineer Summary: Council to review and consider authorization Administrative Reports Council Communications and Reports Adjournment Zoom Meeting – Audio Only Please click the link below to join the webinar: https://cityofml.zoom.us/j/91539733610 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: 915 3973 3610. International numbers available: https://cityofml.zoom.us/u/aelROcwuzZ Moses Lake Council Packet 2-23-21, Page 3 of 339 Moses Lake Council Packet 2-23-21, Page 4 of 339 Page 1 of 2 STAFF REPORT To: Allison Williams, City Manager From: Michael G. Moro, Public Works Division Director Date: February 2, 2021 Proceeding Type: Consent Agenda Subject: Declare Certain Personal Property Surplus Resolution 3843 Legislative History: •First Presentation: February 23, 2021 •Second Presentation: •Action: Motion Overview The City owns certain personal property that was originally acquired for utility purposes that has been determined by the Public Works Division Director to be no longer required. Some of the personal property was originally acquired for utility purposes. RCW 35.94.040 provides that City may by City Council resolution, after a public hearing, declare such property surplus and cause such property to be leased, sold, conveyed, or otherwise disposed. Staff advertised for the Moses Lake City Council to hold a public hearing on such surplus property February 23, 2021, and, after considering any and all testimony received, determine to enact this resolution declaring the property surplus and authorizing its sale and/or disposal in a commercially reasonable manner. Fiscal and Policy Implications Proceeds from the sale will be applied to the fund from which the Municipal Services Director is authorized and directed to sell, convey, or dispose of the property described on Exhibit A in any commercially reasonable manner of his choosing, as long as the City receives in return for each item sold, no less than fair market value. Every sale made pursuant to this resolution shall be on an “as is” basis and shall include an express disclaimer by the City of any and all warranties or liability. The proceeds of each sale shall be applied to the fund from which the disbursements were made in order to originally acquire the property when new. Council Packet Attachments A. Resolution and Exhibit A: List of Surplus Property Moses Lake Council Packet 2-23-21, Page 5 of 339 Page 2 of 2 Finance Committee Review N-A Legal Review N-A Options Option Results • Adopt the resolution and declare items surplus. Surplus items will be sold and proceeds returned to original fund. • Do not adopt resolution and do not declare items surplus. Surplus items will remain in City’s possession and will take up space, but will serve no useful purpose. Action Requested Staff recommends adoption of the resolution to authorize the surplus materials to be disposed in the least costly manner. Moses Lake Council Packet 2-23-21, Page 6 of 339 RESOLUTION NO. 3843 A RESOLUTION DECLARING CERTAIN PERSONAL PROPERTY SURPLUS TO THE NEEDS OF THE CITY AND AUTHORIZING THE MUNICIPAL SERVICES DIRECTOR TO DISPOSE OF THE SURPLUS PROPERTY IN A COMMERCIALLY REASONABLE MANNER Recitals: 1. The City currently owns certain personal property that has been determined by the Municipal Services Director to be of no further use to the City. 2. RCW 35.94.040 provides that the City may by City Council resolution, declare such property surplus and cause such property to be leased, sold, or conveyed, or otherwise disposed of. Resolved: 1. The items of personal property on the attached Exhibit A, are no longer needed by the City, and are hereby declared to be surplus. 2. The Municipal Services Director is authorized and directed to sell, convey, or dispose of the property described on Exhibit A in any commercially reasonable manner of his choosing, as long as the City receives in return for each item sold, no less than fair market value. Every sale made pursuant to this resolution shall be on an "as is" basis and shall include an express disclaimer by the City of any and all warranties or liability. The proceeds of each sale shall be applied to the fund from which the disbursements were made in order to originally acquire the property when new. Adopted by the City Council of the City of Moses Lake, Washington, this 23rd day of February, 2021. ____________________________________ David Curnel, Mayor ATTEST: _______________________________________ Debbie Burke, City Clerk Moses Lake Council Packet 2-23-21, Page 7 of 339 Surplus Property - Feb 23, 2021 Vehicle ID No. Division Description VIN/Serial No. Asset #Qty.Note ACV 371 030 1989 Ford F350 4X4 TRT Van 1FDKF38M4KNB48962 9186 1 3,500 225 519 1991 GMC 3500 Becker Brush Fire Truck 1GDJK34N3ME530005 7818 1 1 3,500 315 020 1995 Toro 455D Diesel Trim Mower 30455-50116 8598 1 3,000 109 493 1997 Chevrolet S-10 Extended Cab Pickup 1GCCS19X0V8197631 8777 1 2 3,000 302 411 1997 John Deere 955 Tractor w/ 70A Loader LV0955E202192 8784 1 7,500 544 020 1999 John Deere 925 Diesel Trim Mower MOF925X180200 8835 1 3,000 208 412 2001 Dodge Ram 3500 HD Reg Cab w. Util Body Cran 3B6MC36601M271441 9198 1 8,000 332 411 2002 Int'l VAC-CON 7400 Vac/Rodder Truck 1HTWHADT92J042406 9208 1 50,000 11 030 2005 Toyota Prius Blue JTDKB20U457035088 9519 1 4,000 533 020 2008 Kawasaki Mule 3010 Utility Vehicle JK1AFCE127B552016 9871 1 3,000 77 030 2009 Dodge Charger Black 2B2KA43T99H641836 9965 1 3,000 76 519 2009 Ford Crown Victoria 2FAHP71V89X138178 9876 1 1,500 306 493 2010 Nissan/UD Schwarze A9000 Street Sweeper JNAPC81L7AAH80349 9991 1 15,000 545 116 1982 Target Concrete Saw w. Trailer 6016247 (BLADE305610)3951 1 300 565 020 1992 Press Spec MFG Thompson Ice Edger 6166 7878 1 50 518 020 1993 FMC Trailer Mounted Park Sprayer 7906 1 500 440 116 2001 Ja-Mar Utility Tiltbed Trailer 4AJTL08111J031616 9197 1 300 428 020 2002 Homemade Utility Trailer Flatbed WA98206296 1 150 116 Buoy 1 3 #WW1 412 Miscellaneous Electrical Components multi 4 #WW2 412 Micro-film File System 1 5 #WW3 412 Cornell Pumps Qty. 2 2 6 #WW4 412 Cornell Pumps Qty. 2 2 7 #WW5 412 Miscellaneous Electrical Components multi 8 #WW6 412 Cornell Pumps Qty. 2 2 9 #WW7 412 Water Seal Equipment multi 493 Confined Space Gas Detector Kit 18102183-2080 1 493 Carbon Monoxide Bottle for Gas Detector Kit 1 493 Stihl HS 80 Hedge Trimmer 1 528 Rigid 12-Inch Sliding Compound Miter Saw 1 10 Moses Lake Council Packet 2-23-21, Page 8 of 339 Surplus Property - Feb 23, 2021 Vehicle ID No. Division Description VIN/Serial No. Asset #Qty.Note ACV Unk Yellow Plastic Water Tank 1 Unk Desk 1 Unk Chairs 2 Unk Delta 1/2" Drill Press 1 Unk Huot Tool Box 1 Unk Mini Refrigerator 1 Unk 2.5 Ton Floor Jack Gray 1 Unk 2.5 Ton Floor Jack Red 1 Unk Tennsco Cabinet 1 Unk Small Trailer Tire/Wheel Assemblies 3 Unk Arrow Sticks 4 Unk Pickup Tail Gates 4 Unk Rear Pickup Bumpers 3 Unk Pickup Trailer Towing Receivers 2 Unk Large Liftgate 1 Unk Sod Cutters 2 Unk Stainless Steel Sander Chain 1 Unk Several Pallets of Police Car Partitions multi Unk Rear Seats multi NOTES 225 1 Broken (Does not run) 109 2 Purchased w. Parks funds Transferred to water #WW1 3 Multiple phased out lift stations such as Monta, Knolls Vista, K-Mart, & Omni Lift Stations #WW2 4 Larson Wastewater Treatment Plant. Micro-film is not used by the Wastewater Division. #WW3 5 Hermit Lift Station. Condition: Generally worn out. #WW4 6 Division Lift Station. Condition: Generally worn out. #WW5 7 Multiple phased out lift stations such as Monta, Knolls Vista, K-Mart, & Omni Lift Stations #WW6 8 Peninsula Lift Station. Condition: Generally worn out. #WW7 9 Peninsula Lift Station. No longer needed. Station converted to water less mechanical seals. 528 10 safety mechanisms don't work Moses Lake Council Packet 2-23-21, Page 9 of 339 MOSES LAKE CITY COUNCIL FEBRUARY 9, 2021 STUDY SESSION Columbia Basin Development League CBDL Deputy Director Sara Higgins provided background on the organization’s goals since formation in 1964, after the construction of Grand Coulee Dam, to establish and maintain affordable water resources for the regional communities and cultivation of agriculture, specifically with the recharge of the Odessa aquifer. Olympia Lobbyist Mike Schwisow shared the success of two syphon projects that resulted from ARRA funding in 2009 which maintain sufficient aquifer levels for water distribution in the area. The City is a new member of the Columbia Basin Development League. CALL TO ORDER The regular meeting of the Moses Lake City Council was called to order at 7 p.m. by Mayor Curnel via audio only remote access. Special notices for attendance and citizen comment were posted on the meeting agenda. ROLL CALL Present: Mayor Curnel, Deputy Mayor Jackson; Council Members Eck, Riggs, Liebrecht, Myers, and Hankins. PLEDGE OF ALLEGIANCE Council Member Eck led the Flag Salute. AGENDA APPROVAL Action taken: Council Member Eck moved to approve the Agenda, second by Council Member Liebrecht. The motion carried 7 – 0. SUMMARY REPORTS MAYOR’S REPORT Mosquito District No.1 Board of Director Reappointment The City appoints one member to the Mosquito District No. 1 Board every two-years. The District has recommended the reappointment of Chris Blessing to this position for 2021-2022. Mr. Blessing has held the Board of Director position since 2013 and has expressed interest to continue for another two years. Action taken: Council Member Liebrecht moved to confirm the reappointment, second by Council Member Riggs. The motion carried 7 – 0. CITY MANAGER’S REPORT EPA Superfund Redevelopment Program (SRP) Update City Manager Allison Williams provided an update on the Superfund site associated with the former Larson Airforce Base. EPA Project Manager Bradley Martin reached out to the City and Port and their recovery efforts continue. Mrs. Williams will coordinate an independent Study Session to update Council later this year. Moses Lake Council Packet 2-23-21, Page 10 of 339 CITY COUNCIL MINUTES – February 9, 2020 pg. 2 Council Candidate Information Forum City staff have received a few inquiries about the commitments to run for the Council positions that will be open for candidate filing in May for the November election. City Manager Allison Williams received Council concurrence to coordinate a meeting in April to inform residents about requirements of holding office of City Council. Emergency Proclamation COVID-19 Protocol Update Resolution A resolution was emailed to Council earlier today that would provide for a carryover of unused FFCRA hours to March 31, 2021 and then under the discretion and flexibility of the City Manager beyond March 31 if dates move. Action taken: Council Member Hankins moved to adopt Resolution 3841, second by Council Member Riggs. The motion carried 7 – 0. PUBLIC HEARING Good Faith 4 All Annexation Ordinance 2965 The proposed annexation is for approximately 60.70 acres of property located at 12115 NE Wheeler Rd. Council accepted the boundary presented in the 10% Intent to Commence Annexation Notice on October 27, 2020. Grant County certified the 60% sufficiency on October 30, and Council adopted Resolution 3839 on January 12 to set tonight’s public hearing. The meeting packet included input from all departments. Mayor Curnel opened the public hearing at 7:20 p.m. Public testimony was received from Kevin Richards and the hearing was closed at 7:25 p.m. The intended use by the developer may be commercial offices with secured area for equipment but fits within the Light Industrial zoning. Action taken: Council Member Eck moved to adopt Ordinance 2965 that provides for the annexation of the property located at 12115 NE Wheeler Rd, Parcel Number 313169000, classifying and zoning said property as Light Industrial, and require the assumption of existing indebtedness of the City, second by Council Member Hankins. The motion carried 7 – 0. CONSENT AGENDA #2 a. City Council meeting minutes dated January 26, 2021 b. Claim Checks 150929 through 151062 in the amount of $834,031.82; Payroll Checks 63636 through 63644 in the amount of $31,559.00; and Electronic Payments dated February 5, 2021 in the amount of $484,460.83 c. Ratify Keller & Associates Contract Extension of Time Only Action taken: Council Member Riggs moved to approve the Consent Agenda, second by Deputy Mayor Jackson. The motion carried 7 – 0. OLD BUSINESS #3 Finance Policy Resolution 3842 A comprehensive financial policy is important to having a long-term strategic approach to financial management. The draft policy was presented to the Finance Committee at their December 8, 2020, and first presented to the full Council on January 12. Moses Lake Council Packet 2-23-21, Page 11 of 339 CITY COUNCIL MINUTES – February 9, 2020 pg. 3 Action taken: Deputy Mayor Jackson moved to adopt Resolution 3842, second by Council Member Myers. The motion carried 7 – 0. NEW BUSINESS #4 Retitle MLMC 2.20 Parks Department Staff is recommending changing the Parks & Recreation Department to Parks, Recreation, and Cultural Services Department. This change will identify the 1990 addition of the Moses Lake Museum and Art Center. The subject will be presented for Council action on February 23. #5 Sleeping Center Lease Extension The lease for property at 1045 E Broadway Ave will expire on September 30. Groundworks 3, LLC has offered to extend the lease in one-year increments, next expiring September 30, 2022. The lease expense is covered by grant resources provided in the staff report. Action taken: Council Member Hankins moved to authorize the lease as presented, second by Council Member Eck. The motion carried 7 – 0. #6 Enhanced Shelter Purchase City staff have been working with HopeSource to support their purchase and renovation of the El Rancho Motel for enhanced shelter facilities for transitional housing situations. Police Chief Kevin Fuhr added that the current patrons under the current owners are not managed and a new onsite services program with HopeSource will bring resolve to the former patron issues. Council requested real case information on similar services provided by HopeSource, collaboration with adjacent schools, and accepted verbal comments from Mr. Wisdom. Action taken: Council Member Hankins moved to authorize the enhanced shelter purchase as presented, second by Council Member Eck. The motion failed 3 – 4. Mayor Curnel, Deputy Mayor Jackson, Council Member Riggs, and Council Member Liebrecht were opposed. #7 Reallocate Cascade Paving Funding to Lauzier Complex Infields Staff received a quote to renovate three softball/baseball infields at Lauzier Complex to improve player safety and to decrease hours for maintenance. Action taken: Council Member Liebrecht moved to authorize the reallocation as presented, second by Council Member Riggs. The motion carried 7 – 0. ADMINISTRATIVE REPORTS Police Chief Kevin Fuhr reviewed the 2020 Police Use of Force Report with Council. There were only 10 complaints of pain or visual injury and zero major injuries. He also shared that the four new recruits hired in the last week will start Police Academy training in two weeks. COUNCIL COMMUNICATIONS AND REPORTS Council Member Riggs advised that the Watershed Council will be host a remote attendance Moses Lake Council Packet 2-23-21, Page 12 of 339 CITY COUNCIL MINUTES – February 9, 2020 pg. 4 meeting on February 16 from 10 am to Noon. Council Member Myers said that the stolen bus situation for Grant Transit is under investigation and that they have taken corrective measures to eliminate similar incidents from happening in the future. Council concurred with Council Member Myers’ request to reinstate the receipt of reporting from staff on new construction and major building permits at future Council meetings. EXECUTIVE SESSION Mayor Curnel called an Executive Session at 8:15 p.m. to be held for 30 minutes pursuant to RCW 42.30.110(1) subsections (b) and (i) to discuss property acquisition and litigation. There will be one item of action to follow. #8 Kaufmann Water Rights Purchase and Sale Second Addendum The document adds a contingency to Section 7 ‘Conditions Precedent to Closing’. Action taken: Deputy Mayor Jackson moved to authorize the City Manager to execute the Addendum as presented, second by Council Member Riggs. The motion carried 7 – 0. ADJOURNMENT The regular meeting was adjourned at 8:54 p.m. ______________________________________ David Curnel, Mayor ATTEST____________________________ Debbie Burke, City Clerk Moses Lake Council Packet 2-23-21, Page 13 of 339 MOSES LAKE CITY COUNCIL FEBRUARY 16, 2021 CALL TO ORDER A special meeting of the Moses Lake City Council was called to order at 5 p.m. by Mayor Curnel via zoom online meeting access. ROLL CALL Present: Mayor Curnel, Deputy Mayor Jackson, and Council Members Eck, Riggs, Liebrecht, Myers, and Hankins. EXECUTIVE SESSION Mayor Curnel called an Executive Session to be held for 30 minutes pursuant to RCW 42.30.110(1)(i) to discuss potential litigation. ADJOURNMENT The special meeting was adjourned at 5:25 p.m. ______________________________________ David Curnel, Mayor ATTEST____________________________________ Debbie Burke, City Clerk Moses Lake Council Packet 2-23-21, Page 14 of 339 To: Allison Williams, City Manager From: Cindy Jensen, Finance Director Council Meeting Date: February 23, 2021 Proceeding Type: Consent Agenda Subject: Semi-Monthly Disbursement Report The following amounts were budgeted and sufficient funds were available to cover these payments: Claim Checks 151063 - 151190 $1,003,402.13 Payroll Checks 0063645 - 0063656 $10,220.26 Electronic Payments Payroll ACH –2/19/2021 $464,677.22 Summary 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 has 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 its processes to ensure appropriate internal controls are in place. 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The contract consisted of three application projects which involved land applying a total of 1,459.61 dry-tons of Biosolids from five long term sludge digestion basins to three fields at the Sand Dunes Treatment Facility, and included hauling 215.92 dry-tons from the Larson Sewer Treatment Facility. The total cost for the 2-year contract was $456,865.36. The work completed by the contractor is physically complete and ready for acceptance. Fiscal and Policy Implications Upon acceptance, the City will enter the 60-day lien period as required by Washington State Law. Options Option Results •Accept the project as presented The 60-day lien period will begin. •Take no action.The project won’t be accepted at this time. Action Requested Staff recommends accepting the Biosolids Application Project 2019-2020. Moses Lake Council Packet 2-23-21, Page 39 of 339 Page 1 of 1 STAFF REPORT To: Mayor Curnel and City Council Members From: Allison Williams, City Manager Date: February 11, 2021 Proceeding Type: Consent Agenda Subject: Accept Civic Center A-V Upgrade Project Legislative History: •First Presentation: February 23, 2021 •Second Presentation: •Action: Motion Overview The contract with EVCO Sound was originally authorized under the CARES Grant budget to improve the remote access for Council, staff, and the public at live public meetings held in the Council Chambers with overflow in-person attendance in the Auditorium. The Finance Director provided a budget update on the contract expenditure on July 14. Staff provided Council with the installation schedule on August 11 and the vendor’s work commenced in October. A delay due to the high demand of remote access equipment relating to the COVID-19 pandemic. The project was substantially completed by the contractor in December. Notice of Completion was filed with state agencies on December 11 following the vendor’s submission of the Affidavit of Wages paid. The project is now ready for Council acceptance. Fiscal and Policy Implications Upon acceptance, the City will enter into the 60-day lien period as required by Washington State Law. Options Option Results •Accept the project presented.The 60-day lien period will begin. •Take no action.The project won’t be accepted at this time. Action Requested Staff recommends accepting the Civic Center A-V Upgrade Project. Moses Lake Council Packet 2-23-21, Page 40 of 339 Page 1 of 2 STAFF REPORT To: Allison Williams, City Manager From: Michael G. Moro, Public Works Division Director Date: February 11, 2021 Proceeding Type: Consent Agenda Subject: MLMC 12.08.010 Standards Update Ordinance 2967 Legislative History: •First Presentation:February 23, 2021 •Second Presentation: •Action:Motion Overview This amendment would update the terminology regarding the adoption of the WSDOT Standard Specification for Road, Bridge, and Municipal Construction, referred to as the Standard Specifications. Several years ago, the Standard Specifications included a section on the American Public Works Association (APWA) amendments to the Standard Specifications, which the City of Moses Lake included in their adoption of the Standard Specifications. Those APWA amendments to the Standard Specifications are no longer included by WSDOT in their Standard Specifications. When WSDOT update their Standard Specifications to eliminate the APWA amendments, The Community Street and Utility Standard incorporated the APWA standards within the context of the Community Street and Utility Standards. Therefore, the language in Section 12.08.010, Standards Adopted, should be revised to eliminate the inclusion of the APWA amendments to the Standard Specification. Fiscal and Policy Implications N-A Council Packet Attachments A. Ordinance Finance Committee Review N-A Legal Review Type of Document Title of Document Date Reviewed Ordinance MLMC 12.08.010 Revision 02-11-2021 Moses Lake Council Packet 2-23-21, Page 41 of 339 Page 2 of 2 Options Option Results • Move to adopt the ordinance as presented. The APWA amendments to the Standard Specifications will no be referenced in Section 12.08.010 of the Moses Lake Municipal Code. • Take no action. The code will not be changed and the outdated reference to the non-existing APWA amendments to the Standard Specifications will remain. Action Requested Staff recommends City Council adopt the ordinance as presented. Moses Lake Council Packet 2-23-21, Page 42 of 339 ORDINANCE NO. 2967 AN ORDINANCE AMENDING MOSES LAKE MUNICIPAL CODE 12.08.010 COMMUNITY STANDARDS REVISION REFERENCE FOR UNIFORM STANDARDS Whereas, Standard Specifications are no longer revised by the American Public Works Association; and, Whereas, The revisions are now updated from WSDOT Standard Specifications for Road, Bridge, and Municipal Construction. THE CITY COUNCIL OF THE CITY OF MOSES LAKE, WASHINGTON DO ORDAIN AS FOLLOWS: Section 1. MLMC Chapter 12.08 Community Street and Utility Standards Subsection .010 is amended as follows: 12.08.010 Standards Adopted: In order to provide for a uniform standard for all work performed by the City or on their behalf, the city adopts by reference all terms and conditions of the WSDOT Standard Specifications as revised by the American Public Works Associationfor Road, Bridge, and Municipal Construction, “Standard Specifications”, and with the modifications, additions, and exceptions included in the City of Moses Lake’s Community Street and Utility Standards. Copies of both the Standard Specifications and the Community Street and Utility Standards are available for review at the engineering counter at city hall. All contracts and agreements hereinafter entered into by the city or upon the city’s behalf shall be in compliance with 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 unless additions or deletions are approved by the city in writing. Section 2. Severability. If any section of this ordinance is found to be unconstitutional or invalid as written or as applied to any particular person or circumstances, no other section of the ordinance shall be deemed to be invalid, but rather, should be deemed to have been enacted independently and without regard to the section affected. Section 3. Effective Date. This ordinance shall take effect and be in force five (5) days after its passage and publication of its summary as provided by law. Adopted by the City Council of the City of Moses Lake, WA and signed by its Mayor on February 23, 2021. Moses Lake Council Packet 2-23-21, Page 43 of 339 _____________________________________ David Curnel, Mayor ATTEST: _______________________________________ Debbie Burke, City Clerk APPROVED AS TO FORM: _______________________________________ Katherine L. Kenison, City Attorney Vote: Riggs Liebrecht Myers Jackson Curnel Eck Hankins Aye Nay Abstain Absent Date Published: March 1, 2021 Date Effective: March 6, 2021 Moses Lake Council Packet 2-23-21, Page 44 of 339 Page 1 of 2 STAFF REPORT To: Allison Williams, City Manager From: Richard Law, City Engineer Date: February 10, 2021 Proceeding Type: Consent Agenda Subject: Municipal Airport Boundary Line Adjustment Resolution 3844 Legislative History: •First Presentation: February 23, 2021 •Second Presentation: •Action: Motion Overview The purchase of the Municipal Airport property was approved by the City of Moses Lake on Ordinance #76 in April 1946 and acquired from Northern Pacific Railway Company by deed, recorded on August 26, 1946, Auditor’s File Number 120065. In 1989, the property was subdivided into two lots and recorded as Municipal Tract 12 Plat. In 1999, Lot 2 was divided into lease properties by a Binding Site Plan. The Municipal Airport Advisory Board requested a plan to expand the airport by adding new lease properties. Staff drafted a design that the Board has accepted on May 8, 2020. Staff is presenting a Boundary Line Adjustment and accompanying Quit Claim to configure properties to accommodate the plan accepted by the Municipal Airport Advisory Board. This Boundary Line Adjustment proposal would allow staff to expand the Municipal Airport operations and lease areas to provide for future growth as needed. Fiscal and Policy Implications No fiscal impact. Moses Lake Council Packet 2-23-21, Page 45 of 339 Page 2 of 2 Council Packet Attachments A. Resolution B. Boundary Line Adjustment Map (2 sheets) C. Quit Claim Deed (requirement of the Boundary Line Adjustment process) D. Future Plan of the Municipal Airport Expansion Finance Committee Review N-A Options Option Results • Adopt the Resolution as presented Staff will record the Deed to allow the expansion of leases at the airport. • Provide staff with changes Staff will bring back recommended changes. • Take no action There will be no expansion of the airport leases. Action Requested Staff is requesting that Council adopt a Resolution to execute a Boundary Line Adjustment and associated Quit Claim Deed as presented. Moses Lake Council Packet 2-23-21, Page 46 of 339 RESOLUTION NO. 3844 A RESOLUTION TO EXECUTE DEEDS FOR MUNICIPAL AIRPORT EXPANSION Recitals: 1. The City owns the Municipal Airport property and adjoining property where the City’s operations complex resides. 2. The Municipal Airport Advisory Board has requested permission to expand the airport for additional lease areas. 3. Staff has sketched an expansion plan, which has been presented and approved by the Advisory Board. 4. A Boundary Line Adjustment is the first step to accomplish this expansion. 5. Staff has prepared the Boundary Line Adjustment and Quit Claim Deed documents between two City properties to begin the Municipal Airport expansion process. Resolved: 1. In consideration of the above recitals, the City of Moses Lake, Washington agrees to execute the attached Boundary Line Adjustment - Quit Claim Deed for the expansion of the Municipal Airport. 2. Staff is authorized to execute the attached exhibits pursuant to this Resolution. ADOPTED by the City Council on February 23, 2021. ________________________________________ David Curnel, Mayor ATTEST: _________________________________________ Debbie Burke, City Clerk Moses Lake Council Packet 2-23-21, Page 47 of 339 WCO 1"=200' 01/25/2021 STATE OF WASHINGTONREGISTEREDPROFESSIONAL LAND S URVEYOR46321 1 of 2SHEET RLB LOTS 1, MUNICIPAL TRACT 12 PLAT, AND PARCEL 41, C.B.S.P. OF LOT 2 OF MUNICIPALTRACT 12 PLAT, IN A PORTION OF THE NORTHEAST 1/4 OF SECTION 13, TOWNSHIP 19NORTH, RANGE 28 EAST, W.M., GRANT COUNTY, WASHINGTON.RECORD OF SURVEY - BOUNDARY LINE ADJUSTMENTINCORPORATED 19 3 8 CITY OF RECORD OF SURVEY-BOUNDARY LINE ADJUSTMENT MUNICIPAL TRACT 12 PLAT CITY OF MOSES LAKE 00°54'53.8"CONVERGENCEGRID NORTH T RUE NORTH STATE PLANE GEO DET IC-A S TRONOMIC ADJUSTED LOT 10000P O R T I O N O F A D J U S T E D P A R C E L 4 1 1817121213181313141324P O R T I O N O F A D J U S T E D P A R C E L 4 1 Moses Lake Council Packet 2-23-21, Page 48 of 339 WCO N.T.S. 01/25/2021 STATE OF WASHINGTONREGISTEREDPROFESSIONAL LAND S U RVEYOR46321 2 of 2SHEET RLB RECORD OF SURVEY - BOUNDARY LINE ADJUSTMENTINCORPORATED 19 3 8 CITY OF RECORD OF SURVEY-BOUNDARY LINE ADJUSTMENT, MUNICIPAL TRACT 12 PLAT CITY OF MOSES LAKE LOT 1, MUNICIPAL TRACT 12 PLATASSESSOR PARCEL 11-0484-006TRACT 41, COMMERCIAL BINDING SITE PLANOF LOT 2, MUNICIPAL TRACT 12 PLATASSESSOR PARCEL 11-0484-141LOTS 1, MUNICIPAL TRACT 12 PLAT, AND PARCEL 41, C.B.S.P. OF LOT 2 OF MUNICIPALTRACT 12 PLAT, IN A PORTION OF THE NORTHEAST 1/4 OF SECTION 13, TOWNSHIP 19NORTH, RANGE 28 EAST, W.M., GRANT COUNTY, WASHINGTON.Moses Lake Council Packet 2-23-21, Page 49 of 339 Moses Lake Council Packet 2-23-21, Page 50 of 339 Moses Lake Council Packet 2-23-21, Page 51 of 339 Moses Lake Council Packet 2-23-21, Page 52 of 339 Moses Lake Council Packet 2-23-21, Page 53 of 339 Moses Lake Council Packet 2-23-21, Page 54 of 339 Moses Lake Council Packet 2-23-21, Page 55 of 339 © 2020 Microsoft Corporation © 2020 DigitalGlobe ©CNES (2020) Distribution Airbus DS 41100'x200'4243444748495051525354555657585960616263646566676869707172737475767778798081824546100'x244'1920212223242526272829303132333435363738394012345678910111213141516171833-133-233-332-132-232-331-131-231-3PARKSOPERATIONSAIRPORTMoses Lake Council Packet 2-23-21, Page 56 of 339 Page 1 of 2 STAFF REPORT To: Allison Williams, City Manager From: Susan Schwiesow, Interim Parks & Recreation Director Date: February 12, 2021 Proceeding Type: Old Business Subject: Retitle MLMC 2.20 Parks Department Ordinance 2968 Legislative History: •First Presentation: February 9, 2021 •Second Presentation: February 23, 2021 •Action: Review Overview In July of 1955, Ordinance 278 created Recreation Supervision that allowed the City to employ a Recreation Supervisor to supervise and direct such recreational programs. Then in June of 1965, Ordinance 529 created the Parks & Recreation Department. Ordinance 815 relates to the administration of the City, creating departments, offices, and positions of employment. This is where we stand as of today. In 1990, our City added the Moses Lake Museum & Art Center to be part of the Parks & Recreation Department, but never changed our department name to include them. Today, our department wants to be inclusive of who we are and change the department name to Moses Lake Parks, Recreation, and Cultural Services. Moses Lake Parks & Recreation Advisory Board has reviewed the request and supports the change. Moses Lake Parks & Recreation Advisory Board and staff request to revise our department name to include the Cultural Services. If approved our new name will be Moses Lake Parks, Recreation and Cultural Services. Fiscal and Policy Implications N/A Council Packet Attachments A. Retitle Department Ordinance B. Minutes from January 13, 2021 Parks & Recreation Advisory Board Finance Committee Review N/A Moses Lake Council Packet 2-23-21, Page 57 of 339 Page 2 of 2 Legal Review Type of Document Title of Document Date Reviewed Ordinance Retitle Department 01-26-2021 Options Option Results • Adopt as presented Our department will move forward with renaming. • Provide staff with changes Action would require staff to bring a revise name change to Council for consideration. • Take no action. Our department will still be the same name. Action Requested Staff is recommending that Council adopt the Ordinance as presented. Moses Lake Council Packet 2-23-21, Page 58 of 339 ORDINANCE NO. 2968 AN ORDINANCE AMENDING MOSES LAKE MUNICIPAL CODE CHAPTER 2.20 TITLED "PARKS AND RECREATION DEPARTMENT" TO RETITLE IT AS THE “MOSES LAKE PARKS, RECREATION, AND CULTURAL SERVICES DEPARTMENT” THE CITY COUNCIL OF THE CITY OF MOSES LAKE, WASHINGTON DO ORDAIN AS FOLLOWS: Section 1. Chapter 2.20 of the MLMC titled "Parks and Recreation Department" is amended as follows: Chapter 2.20 MOSES LAKE PARKS, AND RECREATION, AND CULTURAL SERVICES DEPARTMENT Sections: • 2.20.010 Established. • 2.20.020 Powers and Duties. • 2.20.030 Appointment and Duties of Director. • 2.20.040 Code References to Parks and Recreation Department. 2.20.010 Established: There is established a Moses Lake Parks, and Recreation, and Cultural Services Department in the city. 2.20.020 Powers and Duties: The department shall be responsible to the City Manager for effective administration and shall have all the powers and perform such other duties as provided by the law of the state, the city code, ordinances, and resolutions, and the City Manager. 2.20.030 Appointment and Duties of Director: A. The City Manager shall appoint the Parks and Recreation Director who shall be the best trained and qualified person available. B. The Director shall be responsible to the City Manager for management of the Parks and Recreation Department, supervision of departmental employees, and for the effective administration, construction, and development of the public park and recreation system. Moses Lake Council Packet 2-23-21, Page 59 of 339 2.20.040 Code References to Parks and Recreation Department: All Moses Lake Municipal Code references to the “Parks and Recreation Department” shall mean the “Moses Lake Parks, Recreation, and Cultural Services Department henceforth. Section 2. Severability. If any section of this ordinance is found to be unconstitutional or invalid as written or as applied to any particular person or circumstances, no other section of the ordinance shall be deemed to be invalid, but rather, should be deemed to have been enacted independently and without regard to the section affected. Section 3. This ordinance shall take effect and be in force five (5) days after its passage and publication of its summary a as provided by law. Adopted by the City Council of the City of Moses Lake, WA, and signed by its Mayor on February 23, 2021. _______________________________ David Curnel, Mayor ATTEST: ___________________________________ Debbie Burke, City Clerk APPROVED AS TO FORM: ___________________________________ Katherine Kenison, City Attorney Vote: Riggs Liebrecht Myers Jackson Curnel Eck Hankins Aye Nay Abstain Absent Date Published: March 1, 2021 Date Effective: March 6, 2021 Moses Lake Council Packet 2-23-21, Page 60 of 339 PARKS AND RECREATION ADVISORY BOARD MEETING MINUTES January 13, 2021 1 Members present Charles Maynard, Chuck Perry, Charlene Rios, Warren Tracey, Ryan Holterhoff Members Absent Troy White and Greg Nevarez Staff present Spencer Grigg, Susan Schwiesow, Clayton Pray, and Stefanie Dunn 2021 MEETING ATTENDANCE RECORD Name Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Charles Maynard X Charlene Rios X Warren Tracey X Chuck Perry X Ryan Holterhoff X Greg Nevarez E Troy White E C=Meeting Cancelled X=Present A=Absent E=Excused R=Resigned Call to Order The regular meeting was called to order by Charlene Rios at 12:00 p.m. via Zoom conference call. Approval of Minutes Mr. Maynard moved to approve the minutes dated November 12, 2020. Motion seconded by Mr. Perry. Motion unanimously approved and passed. Election of Chair and Vice Chair Board discussion about chair and vice chair for this Committee. Mr. Perry moved to nominate current Chair, Charlene Rios and Vice Chair, Charles Maynard for another term. Motion seconded by Mr. Holterhoff and unanimously approved by the Board. Recreation Update Ms. Schwiesow advised that the museum is open starting this week for reservations only. There are private tours scheduled for community members and part-time staff are back to work. Ms. Schwiesow explained that the ice rink remains open for hockey, skate lessons and public sessions with guidelines from the Health Department and Governor’s office on safety. She advised we are limited to 40 people on the ice at one time, which has caused some feedback from the community, but our ice rink Supervisor and staff are working through those conversations. Overall, Ms. Schwiesow advised that the community appreciates the rink being open this season even with limitations. Ms. Schwiesow advised there are still soccer practices occurring on our ballfields; she advised that no games are allowed anywhere in WA State per Governor’s office guidelines. Staff are working on activities and programs for the Spring and Summer Brochure. Moses Lake Council Packet 2-23-21, Page 61 of 339 PARKS AND RECREATION ADVISORY BOARD MEETING MINUTES January 13, 2021 2 Ms. Schwiesow also advised that 2021 reservations for Cascade Campground have begun and has been very well received. Reservations are steadily growing, particularly for Memorial Day weekend. Parks Update Mr. Pray shared that new playground structures have been ordered for both Gillette Park and Knolls Vista Park, which are replacing the current playground items at each park. No estimate arrival at this time but it will be sometime this Spring. Parks & Recreation is working to replace outdated playgrounds as part of the comprehensive plan. Mr. Pray advised that the railroad has started cleaning up their property along Neppel Trail, which is good to see. New Homeless Camp has helped with the homeless that camp down along Neppel Trail because Moses Lake Police Dept. can now redirect those folks where they can go. Mr. Pray advised that some stabilization work has been done on boat launches this winter. New concrete and shoreline clean-up to improve the regular use of these launches in the community. Director’s Report A. Creative District Creation – Ms. Schwiesow reviewed the details of this program and the benefits it offers in a community. She also explained that a committee has been formed with key members in the community and asked that someone from this Advisory Board volunteer to represent the Board on this committee. She advised that the first meeting for this new committee is scheduled for January 21, 2021 at 2:00pm. Charles Maynard and Chuck Perry volunteered to represent this Advisory Board on the new committee. B. Department Rename – Mr. Grigg explained that Parks & Recreation Dept. is inclusive of The Moses Lake Museum & Art Center, however, the current department name does not represent that well currently. He went on to explain that the City is looking to rename the department: Parks & Recreation & Cultural Services. Board discussion on this idea and Board unanimously agreed that changing the name to include the Museum is a good idea. The Board also discussed how to market the Museum to the community. Mr. Maynard made a motion to approve the department name change. Motion seconded by Mr. Perry. Motion unanimously approved and passed. C. Comprehensive Park, Recreation & Open Space Plan – Mr. Grigg explained briefly that this year Parks & Recreation will be working on the Comprehensive Plan & Open Spaces Plan, which expires this year and must be renewed. He advised this is high priority for Parks & Recreation this year. D. Undeveloped City-Owned Land – 64 acres near the Municipal Airport was discussed by this Board last fall 2020. The request of the Board is to designate a portion of this land for a Parks & Recreational facility. The proposal based on other City developmental interests, is to designate about 14 acres for Parks & Recreation use and allow the rest to be used for other city purposes. Board discussed potential for small recreational community center for the portion designated for Parks use. Mr. Perry moved to accept the designated portion for Parks use as proposed in document. Motion seconded by Mr. Holterhoff. Motion unanimously approved and passed. Moses Lake Council Packet 2-23-21, Page 62 of 339 PARKS AND RECREATION ADVISORY BOARD MEETING MINUTES January 13, 2021 3 Comments/Questions from the Board: The Board expressed their congratulations to Spencer Grigg as he retires from the City of Moses Lake and thanked him for his years of service to this community. Board discussion around population growth of Moses Lake and how that impacts Parks & Recreation. There is potential for more parks in the city Adjournment: Mr. Maynard moved to adjourn, seconded by Mr. Tracey. The meeting adjourned at 12:50 p.m. Moses Lake Council Packet 2-23-21, Page 63 of 339 Page 1 of 4 STAFF REPORT To: Allison Williams, City Manager From: Melissa Bethel, Community Development Director Date: February 17, 2021 Proceeding Type: Old Business Subject: Enhanced Shelter Contract and Funding Package Legislative History: •First Presentation: February 9, 2021 •Second Presentation: February 23, 2021 •Action: Motion Overview The City of Moses Lake enacted Resolution No. 3764 in May of 2019 in an effort to operate its own homeless programs. The City began work on identifying a non-profit organization to partner with to provide the services needed to address the homeless population of Moses Lake. In May 2020, the City contracted with HopeSource to utilize the Emergency Housing Grant-CV19 to perform street-level outreach and identify those that are in need of services. During the City Council meeting where HopeSource made a presentation of their agency, it was discussed that there would be a multi-pronged program to address homelessness in Moses Lake, including the Sleep Center and an Enhanced Shelter. The City then contracted with HopeSource to provide management and services at the Open Door Sleep Center in September of 2020. At that time, HopeSource began the work of identifying and contracting to purchase a motel to operate as an Enhanced Emergency Shelter. HopeSource was awarded the Emergency Shelter Grant, that is specifically allocated to create and expand the availability of emergency shelter beds. Many different properties were identified, however, after appraisals and financial analysis, the El Rancho was identified as the best option to operate as an Enhanced Emergency Shelter in order to be fiscally responsible with the Grant funding available. HopeSource entered into a Purchase and Sale contract for the El Rancho motel in October of 2020. This purchase would create an additional 25 shelter beds in the community. Access to these emergency shelter beds would be available through referrals from other agencies, such as New Hope/Kids Hope, Housing Authority of Grant County and other homeless response system providers. The Enhanced Shelter has been the topic of discussion for many Ad Hoc Homeless Committee meetings and has had support from the Council since the initiation of the program. The Cities homeless programs, in conjunction with the services that HopeSource has provided to date, have had very positive outcomes in successfully exiting 10 individuals from homelessness through the utilization of the Sleep Center since its opening date. Moses Lake Council Packet 2-23-21, Page 64 of 339 Page 2 of 4 An Enhanced Emergency Shelter is a program that operates differently from a homeless shelter, such as the Sleep Center. The Emergency Shelter program is one in which those that are placed at the shelter are either already enrolled in programs to exit homelessness that meet background check criteria, families with children that are experiencing homelessness or are at risk of homelessness, individuals that need temporary shelter during a period of wait time to enter into permanent stable housing, veterans that are working through HopeSource’s SSVF (Supportive Services for Veteran Families) program, the Youth Homeless Demonstration Project, and other individuals that qualify as needing emergency shelter that are eligible for utilizing the Emergency Shelter. The Enhanced Emergency Shelter program operates in a way as to provide wrap around, stabilizing supportive services to successfully exit individuals or families from homelessness. These services are developed on a specifically tailored level dependent on the needs of those placed at the Shelter and would be overseen by a dedicated team of Case Managers, Client Support Specialists and on-site management of the program. The El Rancho currently operates as a motel with very little oversight of on-site management. In 2020 the Moses Lake Police Department responded to the El Rancho 79 times for calls involving: Domestic Violence, Trespassing, Indecency, Mental Health Disorders, Drugs, Thefts, Frauds, Vandalism, Welfare Checks, Disturbances, Runaways, etc. In the past 40 days police have responded to the El Rancho Motel 10 times for incidents involving: Domestic Violence, Mental Health Disorders, Verbal Disorders, Vehicle Theft, Burglary and Welfare Checks. It is the belief of the City and the Moses Lake Police Department that authorizing this purchase and operating the property as an Enhanced Emergency Shelter will be a better and safer use to the public than its current operations. The City entered into a sub-recipient agreement with Grant County to receive funding from the Emergency Solutions Grant, which provides the City with one million four hundred and fifty eight thousand dollars ($1,458,000) of grant funding to operate the homeless programs. The City also receives it’s portion of the County Doc Fee funds collected per RCW 36.22.179, which amounts to approximately one hundred thirty five thousand dollars ($135,000) per year, as well as HB1406 funding, which the City will collect approximately fifty seven thousand dollars ($57,000) per year. Through the braiding of these funds, the City can successfully fund the operations of the Sleep Center and the Enhanced Shelter without any effect to the general fund for the City. The City has developed a contract to provide the services for the Enhanced Emergency Shelter, as well as the funding package for the acquisition and operations of the Enhanced Shelter. The contract includes a reversionary clause that would require the operation of this program for a minimum of 10 years after the expiration of this contract, otherwise, the City is entitled to re- payment of the acquisition costs associated with the purchase. This contract would begin on March 1, 2021 and end on September 30, 2022 at which time the Grant Contract for the Emergency Solutions Grant will end. The City will provide two hundred fourteen thousand four hundred dollars ($214,400.00) as the funding package for the acquisition, and two hundred thirty five thousand dollars ($235,000.000) for the operational expenses of the Enhanced Shelter. HopeSource, through the Emergency Shelter Grant, will provide three hundred fifty three thousand dollars ($353,000) for the acquisition of the property and approximately one hundred seventy thousand dollars ($170,000.00) for the operations of the shelter with a grant term that will end in 2023. The City will Moses Lake Council Packet 2-23-21, Page 65 of 339 Page 3 of 4 not hold title to the property; HopeSource will hold title to the property and will be responsible for the operations and management of the Enhanced Shelter. John Raymond, Chief Operating Officer of HopeSource has provided several letters attached to this staff report, with an overview of their experience operating Enhanced Shelters and the other programs they are able to offer and have experience and success with. Also is an infographic developed during HopeSource’s response to the City’s Request for Proposal that set the plan for HopeSource’s response to the homeless population in Moses lake. Fiscal and Policy Implications Fiscal implications of this item are minimal. The City has available funding through braiding grant funds to complete the purchase of the enhanced shelter and fund operations that will have no effect on the City’s general budget. Council Packet Attachment A. El Rancho Purchase Funding Breakdown B. Enhanced Shelter Contract Draft C. Enhanced Shelter Budget D. HopeSource Philosophy E. HopeSource Background Narrative F. Homeless Housing in Moses Lake- HopeSource Letter G. Grant Infographic Final H. Ellensburg Letters of Support Finance Committee Review Reviewed by Ad Hoc Homeless Committee on February 4th and recommended for approval by Council members of the Committee. Reviewed by Finance Committee on February 9th. Legal Review N/A Moses Lake Council Packet 2-23-21, Page 66 of 339 Page 4 of 4 Options Option Results • Authorize the allocation of funds. Authorize City Manager to execute contract to provide funding package for acquisition and contractual expectations for the Enhanced Shelter. • Take no action. The purchase of the enhanced shelter will not be able to close, and the additional shelter beds that will have been created through this purchase will not be in existence. Action Requested Staff suggest that City Council authorize the execution of the contract for services and to provide the funding package for the acquisition of the El Rancho motel to operate as an Enhanced Emergency Shelter. Moses Lake Council Packet 2-23-21, Page 67 of 339 El Rancho Purchase Initial Costs Required Down Payment $455,400.00 Repair and Maintenance Expense $103,000.00 Total Initial Investment $567,400.00 Amount Required by Source HopeSource Initial Funds $353,000.00 City of Moses Lake Initial Funds $214,400.00 City Funding EHG-CV19 34,935.49$ CARES (General Fund Spending)93,374.00$ HB1406 (Current Amount available)22,874.22$ Total Available Funds 151,183.71$ Gap in Funding: $63,216.29 Emergency Solutions Grant 2021 $551,631 (non-allocated) HB1406 Accumulation through 9/2022 $85,500 Moses Lake Council Packet 2-23-21, Page 68 of 339 AGREEMENT BETWEEN THE CITY OF MOSES LAKE AND HOPESOURCE FOR ENHANCED SHELTER MANAGEMENT & UTILIZATION OF COVID-19 EMERGENCY SOLUTION GRANTS FUNDS THIS AGREEMENT, entered into this ____ day of ________________, 2021, by and between the City of Moses Lake (herein called the “City”) and HopeSource (herein called the “Sub-Grantee”). WHEREAS, the City will receive funds through Grant County from the Washington State Department of Commerce’s (“Grantor”) COVID-19 Emergency Solution Grant Funds to provide operations of an Enhanced Shelter for people who are experiencing homelessness; and WHEREAS, the City wishes to engage the Sub-Grantee to assist the City in utilizing such funds to develop the infrastructure to support the needs of the City’s chronically homeless populations. NOW, THEREFORE, it is agreed between the parties hereto that: I. Scope of Services A. Funds will be utilized to carry out the services set forth on the Grant County Plan to End Homelessness as established under Objective #2: Prioritization of Homeless Housing for People with the Highest Needs and Objective #3: Effective and Efficient Homeless Crisis Response and Housing Services , attached as Exhibit A and incorporated herein and as revised or amended, and subject to the budget submitted to Grant County, attached as Exhibit B to this agreement and incorporated herein and as revised or amended and approved by Grant County. B. The Sub-Grantee agrees to provide management services of the Enhanced Shelter, following all policies and criteria designated by the Department of Commerce under the Emergency Solutions Grant guidelines. C. The Sub-Grantee agrees to provide services to placements at the Enhanced Shelter for the purposes of assessing the need for services, including intake in Coordinated Entry, Case Management, Housing Placement as applicable and available, Emergency health services, Emergency mental health services, transportation, services for special populations and Rapid Re-housing and Prevention. D. Sub-Grantee agrees to be subject to the Department of Commerce Grant guidelines incorporated herein by reference as may hereafter be amended. E. Sub-Grantee agrees to manage the Enhanced Shelter and provide services in accordance with all health and safety guidelines established by the County’s Health Officer and other guidance as offered by the CDC, Department of Commerce and other governmental agencies. F. The Sub-Grantee shall establish and maintain administrative, financial, reporting and record keeping systems consistent with this Grant Agreement and the Department of Commerce requirements. G. The following reporting/administrative activities are included as part of the Scope of Services: 1. Program Guidelines: The Sub-Grantee must develop and maintain updated program policies and procedures for the funded program/service. Within 30 days of the Sub-Grant Moses Lake Council Packet 2-23-21, Page 69 of 339 award, the Sub-Grantee must submit a copy of the program policies/procedures to the City for review and make revisions as required to align with the Emergency Solutions Grant. 2. Progress Reports: The Sub-Grantee shall submit regular progress reports to the City in the form, content, and frequency as required by the City. Completed reports shall be submitted to the City contract representative once per month, no later than the 10th day of the month after the month of which the provision of services occurs. 3. Grantor Meetings: The Sub-Grantee agrees to send at least one agency representative to all mandated Grantor meetings unless specifically exempted. 4. Program Staff Training: Sub-Grantee staff who provide direct program services, supervise direct service staff, or manage homeless grants are required to attend professional development training at least once every three years. II. TIME OF PERFORMANCE Services of the Sub-Grantee shall start no earlier than the 1st day of March and shall end on the 30th day of September 2022. The term of this Agreement and the provisions herein may be extended at the City’s discretion to cover any additional time period during which grant funds remain unspent, the funded project has not been completed, and/or the minimum level(s) of program services have not been met. III. BUDGET A. The Sub-Grantee may charge eligible expenses in accordance with Exhibit B. B. Any general administration expenses shall be identified herein, and if any indirect costs are charged, the Sub-Grantee shall submit an indirect cost allocation plan for determining the appropriate Sub-Grantee’s share of administrative costs to the City for prior approval. Administrative expenses shall not exceed the limits imposed by the Department of Commerce. C. Administrative and facility support expenses cannot be billed by equal monthly distributions of the budget amount. These costs must be charged in compliance with the Department of Commerce requirements. D. Any amendments to the budget must be approved in writing by both the City and the Sub- Grantee and may be subject to approval by Grant County. E. In the event funding from state, federal, local, or other sources is withdrawn, reduced, or limited in any way after the effective date of this Grant Agreement and prior to normal completion, the City may terminate the Grant Agreement under the “Termination for Convenience” clause, without the ten business day notice requirement. In lieu of termination, the Grant Agreement may be amended to reflect the new funding limitations and conditions. IV. INVOICING & PAYMENT A. It is expressly agreed and understood that the total amount to be paid by the City under this Agreement shall not exceed two hundred fourteen thousand four hundred ($214,400) for the acquisition expense and three hundred thousand ($300,000) for the operations during the time period of this contract. Moses Lake Council Packet 2-23-21, Page 70 of 339 B. Reimbursement requests for the payment of eligible expenses shall be made against the line item budgets specified in Section III herein and in accordance with performance. C. No payments in advance of or in anticipation of goods or services to be provided under this Grant Agreement shall be made by the City. D. The Sub-Grantee shall submit invoices on a monthly basis. Invoices are due on the 10th of the month following the provision of services. Invoices received after the 10th of the month will be held for payment until the City’s next regularly scheduled monthly billing cycle. If the 10th falls on a holiday or weekend, invoices will be due on the next business day. E. Invoices shall be submitted in a form provided by the City and shall include accompanying proof of expenses as documented by an expanded general ledger. F. Payment shall be considered timely if made by the City within thirty (30) calendar days after receipt of properly completed invoices. G. All services provided by the Sub-Grantee pursuant to this Grant Agreement shall be performed to the satisfaction of the City, as determined at the sole discretion of its authorized representative, and in accord with all applicable federal, state, and local laws, ordinances, rules and regulations. The Sub-Grantee shall not receive payment for work found by the City to be unsatisfactory, or performed in violation of federal, state, or local law, ordinance, rule or regulation. Failure of the Sub-Grantee to comply with provisions of this Agreement may result in the withholding of future payments. H. The City reserves the right to withhold funds in an amount to compensate the City for the noncompliance in addition to any other remedies available at law in or in equity. I. The City shall not pay the Sub-Grantee, if the Sub-Grantee has charged or will charge the State of Washington or any other party under any other grant, subgrant/subcontract, or agreement for the same services or expenses. J. The Sub Grantee is responsible for any audit exceptions or disallowed costs incurred by its own organization or that of its subgrantees. V. RIGHT OF INSPECTION & PERFORMANCE MONITORING The Sub Grantee shall provide right of access to its facilities to the City, the Washington State Department of Commerce, or to any other authorized agent or official of the state of Washington or the federal government, at all reasonable times, in order to monitor and evaluate performance, compliance, and/or quality assurance under this Agreement. The City will monitor the performance of the Sub Grantee against this Agreement and, as applicable, for compliance with the Department of Commerce Grant Guidelines as may hereafter be amended. All Sub Grantee records with respect to any matters covered by this Agreement shall be made available to the City, the State, or any of their authorized representatives, at any time during normal business hours, as often as deemed necessary, to audit, examine, and make excerpts or transcripts of all relevant data. Substandard performance as determined by the City or the State will constitute noncompliance with this Agreement. The consequences of noncompliance are as follows: A. If the City determines that the Sub Grantee is failing to comply with the Guidelines or Terms and Conditions, the City will notify the Sub Grantee in writing that the Sub Grantee will receive Moses Lake Council Packet 2-23-21, Page 71 of 339 technical assistance and will be required to respond to a correction action plan to address and remedy the noncompliance. B. If the Sub Grantee remains out of compliance after the probationary period, the City may terminate the Grant Agreement per the Termination for Cause clause. VI. ADMINISTRATIVE REQUIREMENTS A. Financial Management/Accounting Standards: The Sub Grantee agrees to comply with standard accounting principles and procedures, utilize adequate internal controls, and maintain necessary source documentation for all costs incurred. The Sub Grantee agrees to be subject to periodic agency audits as requested by the City or other governmental agency. B. Insurance: 1. The Sub Grantee shall provide insurance coverage that shall be maintained in full force and effect during the term of this Grant, as follows: a. Commercial General Liability Insurance Policy including contractual/grant liability, written on an occurrence basis, in adequate quantity to protect against legal liability arising out of Grant Agreement activity but no less than $2,000,000 aggregate per occurrence. Note: Local Government Sub Grantees that Participate in a Self-Insurance Program - With prior approval from the City, the Sub Grantee may provide the coverage above under a self-insured/liability pool or self-insured risk management program. In order to obtain permission from the City, the Sub Grantee shall provide: (1) a description of its self-insurance program, and (2) a certificate and/or letter of coverage that outlines coverage limits and deductibles. All self-insured risk management programs or self- insured/liability pool financial reports must comply with Generally Accepted Accounting Principles (GMP) and adhere to accounting standards promulgated by: 1) Governmental Accounting Standards Board (GASB), 2) Financial Accounting Standards Board (FASB), and 3} the Washington State Auditor's annual instructions for financial reporting. Sub Grantees participating in joint risk pools shall maintain sufficient documentation to support the aggregate claim liability information reported on the balance sheet. The State of Washington or the City of Moses Lake, its agents, and employees need not be named as an additional insured under a self-insured property/liability pool, if the pool is prohibited from naming third parties as an additional insured. b. Automobile Liability: In the event that performance pursuant to this Grant Agreement involves the use of vehicles, owned or operated by the Sub Grantee, automobile liability insurance shall be required. The minimum limit for automobile liability is $1,000,000 per occurrence, using a Combined Single Limit for bodily injury and property damage. 2. The insurance required shall be issued by an insurance company authorized to do business within the State of Washington. 3. Except for sub grantees participating in a self-insurance program, the insurance shall name the State of Washington and the City of Moses Lake, its agents, officers, and Moses Lake Council Packet 2-23-21, Page 72 of 339 employees as additional insureds under the insurance policy. All policies shall be primary to any other valid and collectable insurance. 4. The Sub Grantee shall submit to the City within 15 calendar days of the Grant Agreement start date, a certificate of insurance which outlines the coverage and limits defined in this insurance section. During the term of the Grant Agreement, the Sub Grantee shall submit renewal certificates not less than thirty (30} calendar days prior to expiration of each policy required under this section. 5. The Sub Grantee shall instruct its insurers to give the City thirty {30) calendar days advance notice of any insurance cancellation, non-renewal, or modification. VII. RECORDS MAINTENANCE/STORAGE/RETENTION AND CLIENT CONFIDENTIALITY A. Records Maintenance: The Sub Grantee shall maintain all records that are pertinent to the activities to be funded under this Agreement. Such records shall include but not be limited to: 1. Records providing a full description of each activity undertaken; 2. Records demonstrating that each activity undertaken meets one of the eligible activities of the COVID-19 Emergency Solutions Grant program; 3. Records demonstrating the eligibility of activity beneficiaries; 4. Records required to document the acquisition, improvement, use, or disposition of real property acquired or improved with City assistance; and 5. Financial records. B. Records Retention: The Sub Grantee shall maintain all books, records, documents, data and other evidence relating to this Grant Agreement and performance of services described herein, including but not limited to accounting procedures and practices which sufficiently and properly reflect all direct and indirect costs of any nature expended in the performance of this Grant Agreement. Sub Grantee shall retain such records for a period of six years following the date of final grant payment. At no additional cost, these records shall be subject at reasonable times to inspection, review, or audit by the City, the Washington State Department of Commerce, personnel duly authorized by the City or Commerce, the Office of the State Auditor, and federal and state officials so authorized by law, regulation, or agreement. If any litigation, claim, or audit is started before the expiration of the six (6) year period, the records shall be retained until all litigation, claims, or audit findings involving the records have been finally resolved. The Sub Grantee must destroy paper records derived from the Homeless Management Information System {HMIS) which contain personally identifying information within seven (7) years after the last day the household received services from the Sub Grantee. C. Confidentiality of Client Records: Sub Grantees shall maintain client records in a confidential manner as per RCW 43.18SC.030 and keep written records or files pertaining to clients under lock and key with only designated personnel granted access. Moses Lake Council Packet 2-23-21, Page 73 of 339 VIII. GENERAL CONDITIONS A. Laws: The Sub Grantee shall comply with all applicable laws, ordinances, codes, regulations, and policies of local, state, and federal governments, as now or hereafter amended including, but not limited to: 1. Affirmative Action, RCW 41.06.020(1) 2. Boards of Directors or Officers of Non-profit Corporations - Liability- Limitations, RCW 4.24.264 3. Disclosure-Campaign Finances-Lobbying, Chapter 42.17 RCW 4. Federal Hatch Act 5 USC 1501-1508 5. Discrimination - Human Rights Commission, Chapter 49.60 RCW 6. Ethics in Public Service, Chapter 42.52 RCW 7. Office of Minority and Women's Business Enterprises, Chapter 39.19 RCW and Chapter 326-02 WAC 8. Open Public Meetings Act, Chapter 42.30 RCW 9. Public Records Act, Chapter 42.56 RCW 10. State Budgeting, Accounting, and Reporting System, Chapter 43.88 RCW B. Americans with Disabilities Act ADA of1990 Public Law 101-336 also referred to as the "ADA” 28 CFR Part 35: The Sub Grantee must comply with the ADA, which provides comprehensive civil rights protection to individuals with disabilities in the areas of employment, public accommodations, state and local government services, and telecommunications. C. Licensing, Accreditation, and Registration: The Sub Grantee shall comply with all applicable local, state, and federal licensing, accreditation and registration requirements or standards necessary for the performance of this Grant. D. Prohibitions: 1. Sub Grantees may not require households to participate in religious services as a condition of receiving program assistance. 2. Sub Grantees may not deny emergency shelter to households that are unable to pay fees for emergency shelter. 3. If a program serves households with children, the age of a minor child cannot be used as a basis for denying any household's admission to the program. 4. If a program serves households with children, the program must serve all family compositions. 5. If a program operates gender-segregated facilities, the program must allow the use of facilities consistent with the client's gender expression or identity. E. Noncompliance with Nondiscrimination Laws: During the performance of the Sub Grant, the Sub Grantee shall comply with all federal, state, and local nondiscrimination laws, regulations, and policies. In the event of the Sub Grantee's noncompliance or refusal to comply with any nondiscrimination law, regulation, or policy, the Grant Agreement may be rescinded, canceled, or terminated in whole or part, and the Sub Grantee may be declared ineligible for further grants with the City. The Sub Grantee shall, however, be given a reasonable time in which to remedy the noncompliance. F. Conformance: If any provision of this Grant Agreement violates any statute or rule of law of the State of Washington, it is considered to be modified to conform to that statute or rule of law. Moses Lake Council Packet 2-23-21, Page 74 of 339 G. Independent Contractor: Nothing contained in this Agreement is intended to, or shall be construed in any manner, as creating or establishing the relationship of employer/employee between the parties. The Sub Grantee shall at all times remain an "independent contractor" with respect to the services to be performed under this Agreement. All payments for payroll taxes, unemployment contributions, FICA, retirement, life and/or medical insurance, Workers' Compensation Insurance and any other taxes or expenses for the Sub Grantee's staff shall be the sole responsibility of the Sub Grantee. H. Industrial Insurance Coverage: The Sub Grantee shall comply with all applicable provisions of Title 51 RCW, Industrial Insurance. If the Sub Grantee fails to provide industrial insurance coverage or fails to pay premiums or penalties on behalf of its employees as may be required by law, the City may collect from the Sub Grantee the full amount payable to the Industrial Insurance Accident Fund. The City may deduct the amount owed by the Sub Grantee to the accident fund from the amount payable to the Sub Grantee by the City under this Grant, and transmit the deducted amount to the Department of Labor and Industries, (L&I) Division of Insurance Services. This provision does not waive any of L&l's rights to collect from the Sub Grantee. I. Indemnification: To the fullest extent permitted by law, the Sub Grantee shall indemnify, defend, and hold harmless the City of Moses Lake, the state of Washington, the Washington State Department of Commerce, all other agencies of the state and all officials, agents, and employees of the state, from and against all claims or damages for injuries to persons or property or death arising out of or resulting from the Sub Grantee's performance or failure to perform the Grant. The Sub Grantee's obligation to indemnify, defend, and hold harmless includes any claim by the Sub Grantee's agents, employees, or representatives. Commerce, the State of Washington, and the City of Moses Lake are not liable for claims or damages arising from the Sub Grantee's performance of the sub grant. The Sub Grantee's obligation to indemnify, defend, and hold harmless shall not be eliminated or reduced by any actual or alleged concurrent negligence of the City and State or its agents, agencies, employees, and officials. The Sub Grantee waives it immunity under Title 51 RCW to the extent it is required to indemnify, defend, and hold harmless the City and the state and its agencies, officials, agents, or employees. J. Assignability: Neither this Grant, nor any claim arising under this Grant, shall be transferred or assigned by the Sub Grantee without prior written consent of the City. K. Subcontracts: 1. The Sub Grantee shall not enter into any subcontracts with any agency or individual in the performance of this contract without the written consent of the City prior to the execution of such agreement. 2. Every subcontract shall bind the Subcontractor to follow all applicable terms of this Agreement. The Sub Grantee shall cause all of the provisions of this contract in its entirety to be included in and made a part of any subcontract executed in the performance of this Agreement. 3. Every subcontract shall include a term that City of Moses Lake, the Washington State Department of Commerce, and the State of Washington are not liable for claims or damages arising from a Subcontractor's performance of the subcontract. 4. The Sub Grantee is responsible to the City if the Subcontractor fails to comply with any applicable term or condition of this Agreement. The Sub Grantee shall appropriately monitor Moses Lake Council Packet 2-23-21, Page 75 of 339 the activities of the Subcontract to assure fiscal conditions of this Agreement. In no event shall the existence of a subcontract operate to release or reduce the liability of the Sub Grantee to the City for any breach in the performance of the Sub Grantee's duties. 5. The Sub Grantee shall undertake to insure that all subcontracts let in the performance of this Agreement be awarded on a fair and open competition basis in accordance with applicable procurement requirements. 6. Executed copies of all subcontracts shall be forwarded to the City along with documentation concerning the selection process. 7. If the City approves subcontracting, the Sub Grantee shall maintain written procedures related to subcontracting, as well as copies of all subcontracts and records related to subcontracts. For cause, the City in writing may: (a) require the Sub Grantee to amend its subcontracting procedures as they relate to this Grant; (b) prohibit the Sub Grantee from subcontracting with a particular person or entity; or (c) require the Sub Grantee to rescind or amend a subcontract. L. Amendments: The City or Sub Grantee may amend this Agreement at any time provided that such amendments make specific reference to this Agreement, are executed in writing, and are signed by a duly authorized representative of each organization. Such amendments shall not invalidate this Agreement, nor relieve or release the City or Sub Grantee from its obligations under this Agreement. The City may, in its discretion, amend this Agreement to conform with state or local governmental guidelines, policies and available funding amounts, or for other reasons. If such amendments result in a change in the funding, the scope of services, or schedule of the activities to be undertaken as part of this Agreement, such modifications will be incorporated only by written amendment signed by both the City and Sub Grantee. M. Termination for Cause: In the event the City determines that the Sub Grantee failed to comply with any term or condition of this grant, the City may terminate the Grant Agreement in whole or in part upon written notice to the Sub Grantee. Such termination shall be deemed "for cause''. Termination shall take effect on the date specified in the notice. Alternatively, the City upon written notice may allow the Sub Grantee a specific period of time in which to correct the non- compliance. During the corrective-action time period, the City may suspend further payment to the Sub Grantee in whole or in part, or may restrict the Sub Grantee's right to perform duties under this Grant. Failure by the Sub Grantee to take timely corrective action shall allow the City to terminate the Grant Agreement upon written notice to the Sub Grantee. If the Grant Agreement is terminated for cause, the Sub Grantee shall be liable for damages as authorized by law. N. Termination for Convenience: Except as otherwise provided in this Grant, the City may, by ten (10) business days written notice, beginning on the second day after the mailing, terminate this Grant, in whole or in part. If this Grant Agreement is so terminated, the City shall be liable only for payment required under the terms of this Grant Agreement for services rendered or goods delivered prior to the effective date of termination. O. Termination Procedures: After receipt of a notice of termination, except as otherwise directed by the City, the Sub Grantee shall: Moses Lake Council Packet 2-23-21, Page 76 of 339 1. Stop work under the Grant Agreement on the date, and to the extent specified, in the notice; 2. Place no further orders or subgrants for materials, services, or facilities related to the Grant Agreement; 3. Preserve and transfer any materials, Grant Agreement deliverables, and/or City property in the Sub Grantee's possession as directed by the City. Upon termination of the Grant Agreement, the City shall pay the Sub Grantee for any service provided by the Sub Grantee under the Grant Agreement prior to the date of termination. The City may withhold any amount due as the City reasonably determines is necessary to protect the City against potential loss or liability resulting from the termination. The City shall pay any withheld amount to the Sub Grantee if the City later determines that loss or liability will not occur. The rights and remedies of the City under this section are in addition to any other rights and remedies provided under this Grant Agreement or otherwise provided under law. P. Governing Law and Venue: This Grant Agreement shall be construed and interpreted in accordance with the laws of the state of Washington, and the venue of any action brought hereunder shall be in Grant County, Washington. Q. Attorneys' Fees/Costs: Unless expressly permitted under another provision of this Agreement, in the event of litigation or other action brought to enforce Grant Agreement terms, each party agrees to bear its own attorneys' fees and costs. R. Publicity: The Sub Grantee agrees not to publish or use any advertising or publicity materials in which the City's, the State of Washington's, or Commerce's name is mentioned, or language used from which the connection with the City, State of Washington, or Commerce's name may reasonably be inferred or implied, without the prior written consent of the City or Commerce. S. Compliance with State Grant Program: Sub Grantee agrees to be subject to and to comply with all applicable terms set forth in the COVID-19 Emergency Housing Grant Program administered by the Washington State Department of Commerce incorporated herein by this reference. T. Order of Precedence: In the event of an inconsistency in this Agreement, the inconsistency shall be resolved by giving precedence in the following order: 1. Applicable federal and state of Washington statutes and regulations 2. The terms of the COVID-19 Emergency Housing Grant administered by the Washington State Department of Commerce 3. The terms of this Grant Agreement 4. Department of Commerce Guidelines 5. Sub Grantee Grant Proposal These documents are incorporated herein by reference and as may hereafter be amended U. Use and Reversion of Assets: Real and/or personal property under the Sub Grantee’s control that was acquired or improved, in whole or in part, with funds under this Agreement in excess of $25,000 shall be used to meet one of the activities pursuant to RCW 36.22.179 until ten (10) years after expiration of this Agreement. If the Sub Grantee fails to use the grant-assisted real and/or personal property in a manner that meets an allowed Homeless activity for the prescribed period of time, the Sub Grantee shall pay the City an amount equal to the current fair Moses Lake Council Packet 2-23-21, Page 77 of 339 market value of the property less any portion of the value attributable to expenditures of non- grant funds for acquisition of, or improvement to, the property. The Sub Grantee may retain real and/or personal property acquired or improved under this Agreement after the expiration of the ten-year period. Grantee agrees that the City may record with the applicable county auditor a memorandum of this provision putting the general public on notice of this restriction. IX. SEVERABILITY If any term or provision of this Grant Agreement is illegal or invalid, the remainder of the Grant Agreement shall not be affected thereby, and all other parts of this Grant Agreement shall nevertheless be in full force and effect. X. WAIVER Waiver of any default or breach shall not be deemed to be a waiver of any subsequent default or breach. Any waiver shall not be construed to be a modification of the terms of this Grant Agreement unless stated to be such in writing and signed by an Authorized Representative of the City. XI. NOTICES Notices required by this Grant Agreement shall be in writing and delivered via mail (postage prepaid}, commercial courier, or personal delivery or sent by facsimile or other electronic means. Any notice delivered or sent as aforesaid shall be effective on the date of delivery or sending. All notices and other written communications under this Agreement shall be addressed to the individuals in the capacities indicated below, unless otherwise modified by subsequent written notice. Communication and details concerning this contract shall be directed to the following contract representatives: City of Moses Lake HopeSource Allison Williams Susan Grindle 401 S. Balsam St 700 E Mountain View Ave. Suite 501 PO Box 1579 Ellensburg, WA 98926 Moses Lake, WA 98837 XII. ENTIRE AGREEMENT This agreement constitutes the entire agreement between the City and the Sub Grantee for the use of funds received under this Grant Agreement and it supersedes all prior or contemporaneous communications and proposals, whether electronic, oral, or written between the City and the Sub Grantee with respect to this Agreement. Moses Lake Council Packet 2-23-21, Page 78 of 339 IN WITNESS WHEREOF, the Parties have executed this contract as of the date first written above. CITY OF MOSES LAKE HOPESOURCE By: __________________________ By: _______________________________ Name: Allison Williams Name: Susan Grindle Title: City Manager Title: CEO Fed. ID # 91814544 Attest: ____________________________ Name:_____________________________ Title: ______________________________ Moses Lake Council Packet 2-23-21, Page 79 of 339 GRANT COUNTY PLAN TO END HOMELESSNESS December 2019 – December 2024 Updated: May 26, 2020 Moses Lake Council Packet 2-23-21, Page 80 of 339 I. HOMELESS TASK FORCE OF GRANT COUNTY The Homeless Task Force of Grant County shall be the group that will direct the County in its overall goals of reducing homelessness. MISSION The Mission of the Grant County Homeless Taskforce is to advocate for the homeless people in Grant County in order to improve quality of life, increase public awareness of issues of homelessness, impact public policy and to prevent and end homelessness. VISION The Homeless Taskforce focuses on realizable strategies to move homeless individuals and families beyond shelter to permanent housing and self-sufficiency by looking at a comprehensive range of needs and develop the local capacity to meet these needs. The Taskforce identifies ways to coordinate and link resources to avoid duplication by involving stakeholders with a shared goal of building a comprehensive system to end homelessness and prevent return to homelessness. MEMBERSHIP Task Force membership is offered to those community members and/or organizations that have an interest in issues surrounding homelessness and who are willing to take an active role in the Task Force. Current members represent a broad array of fields. II. HOMELESSNESS IN GRANT COUNTY POINT IN TIME HOMELESS COUNT According to the 2019 Point-In-Time Homeless Count, on any given night there are 82 people living on the streets, in a vehicle, or other place not meant for human habitation. Total unsheltered homelessness as identified during the Point- In-Time Homeless Count has been on the decrease for the past 4 years. Individuals Total number counted by area Households Children Veterans 2018 2017 Unsheltered Homeless: Vehicle, RV, Outdoors, Abandoned building, 82 Moses Lake: 52 Ephrata: 1 Quincy/George: 10 Grand Coulee: 6 Mattawa: 0 Royal City: 0 70 8 3 Households 3 88 110 Sheltered Homeless: Motel voucher, emergency shelter, transitional housing 68 Soap Lake: 7 Warden: 0 Other areas: 6 - - - 49 29 Homelessness happens to people of all ages, genders, races, income levels, and household types. Those who live in economic instability, who have health issues, mental health or substance use disorders, and those who may experience a job-loss, family break up, or domestic violence can all be pushed into homelessness at any time. Moses Lake Council Packet 2-23-21, Page 81 of 339 The County’s vacancy rate is 5%. Relatively low vacancy rates, shortages of affordable housing, the total lack of permanent-supportive housing, and long waitlists for Public Housing and Section-8 programs are all contributing factors to a household remaining homeless for more than 30 days. AVAILABLE RESOURCES Housing Housing Type Total Units Beds for singles Beds for families Total Beds Total Served 2018 July 1, 2018 – June 30, 2019 Expenditures Emergency Shelter HAGC Emergency Housing 5 0 27 27 96 $ 90,798 New Hope DV Shelter 1 4 10 14 77 $157,463 Transitional Housing HAGC Transitional Housing 11 9 9 18 38 $91,287 Beasley Hills 5 1 8 9 40 $28,010 Permanent Housing Baird Springs 5 1 8 9 17 $33,773 Pershing 5 1 8 9 17 $ 33,666 Services Service Type Total Served 2018 July 1, 2018 – June 30, 2019 Expenditures Rent Assistance HAGC CHG 100 $148,048 HAGC HEN 40 $195,275 HAGC TBRA 43 $75,545 HAGC 2163 39 $18,575 Hope Source - SSVF 61 $324,234 Motel Vouchers HAGC Motel Vouchers 89 $15,677 New Hope Motel Vouchers 43 $4,685 Other Services Warming Center 251 $58,570 Supportive Housing 12 $14,613 Mobile Outreach 81 $82,279 LOCAL AGENCIES WITH LIMITED/PERIODIC HOUSING ASSISTANCE FOR HOMELESS Serve Moses Lake – (Moses Lake residents only): Motel vouchers, rent assistance, application fees, utility assistance Opportunities Industrialization Center (OIC) Utility assistance, housing services for eligible farm workers Salvation Army – One-time motel voucher Serve Quincy – (Quincy residents only): Motel vouchers, rent assistance, application fees, utility assistance Veteran’s Coalition of Grant County – limited housing services for veterans His Helping Hands – (Ephrata & Soap Lake residents only): Motel vouchers, food, gas voucher, clothing, utility bill assistance, out of area travel assistance, tents, sleeping bags, hygiene items, application fees Grant Integrated Services: Various outreach, housing stability planning and case management COORDINATED ENTRY: Grant County utilizes a low-barrier Coordinated Entry System to identify, engage, and refer households to the proper services. The purpose of Grant County’s crisis response system is to ensure that homelessness is rare, brief, and one- time. CE guides households who are experiencing a housing crisis by providing immediate access to the most appropriate housing program through a standardized assessment, prioritization, and referral process. If possible, CE Moses Lake Council Packet 2-23-21, Page 82 of 339 does not keep waitlists for services. Instead, available services are offered to qualifying households in the hope to assist with the household’s housing crisis immediately. Prioritization for services is established by Department of Commerce’s basic prioritization requirements. If resources are limited, prioritization will be given to those with the highest need. Need is identified by a score of more than 6 on the VISPDAT - Vulnerability Index. For those who do not met the prioritization, diversion discussions will be held. III. STRATGIC PLAN Objective #1: Quickly Identify and Engage People Experiencing Homelessness Definition of homelessness: Households who are living unsheltered. This also includes households fleeing domestic violence. Unaccompanied youth are defined using the federal definition. Measure(s) of Success: • Compliance with state and federal coordinated entry requirements for all projects receiving federal, state and local homeless funds • Consider implementation of the Coordinated Entry Core Element recommendations Tasks Responsible Parties Start Date Completed Expand low barrier intake options in conjunction with mobile outreach activities and various community events Coordinated Entry sites May 2020 Continue to work with and receive referrals from: Mobile Outreach, Supportive Housing programs, Point in Time Count, Project Homeless Connect, Serve Moses Lake, Salvation Army, Serve Quincy, various community outreach events Coordinated Entry sites In progress Ongoing Continue relationships with law enforcement/first responders, health care, Serve Moses Lake, School Liaisons, and the Mobile Outreach team to ensure smooth referral processes Coordinated Entry sites In progress Ongoing Continue to offer low barrier coordinated entry assessment that complies with CE data collection requirements Coordinated Entry/Intake sites/agencies In progress Ongoing Strengthen community partner referrals from Big Bend Community College Coordinated Entry sites September 2020 Conduct County-wide education to build the community’s capacity to quickly identify homeless and refer to services Grant County Homeless Task Force January 2021 Identify strategies to engage homeless/unaccompanied youth, consider implementing strategies Hope Source, New Hope TBD Build in maintain active lists of persons experiencing homelessness, that includes tracking status, engagements, and housing placements Mobile Outreach Team, Coordinated Entry Sites December 2020 Objective #2: Prioritization of Homeless Housing for People with the Highest Needs Measure(s) of Success: Moses Lake Council Packet 2-23-21, Page 83 of 339 • Successful implementation of prioritization policies for all projects receiving federal, state and local homeless funds, resulting in prioritized people consistently being housed in a timely manner. Tasks Responsible Parties Start Date Completed Grantees and Subgrantees must prioritize services for people w/highest need (unsheltered, chronic, length of time homeless, victims of domestic violence) and utilize the VISPDAT if needed Grantees & Subgrantees of funds January 2020 Ongoing Continue to monitor and evaluate HMIS data for exits to permanent housing options Grantees & Subgrantees of funds In progress Ongoing Continue non-waitlist philosophy when enrolling prioritized households into programs Grantees & Subgrantees of funds In progress Ongoing Objective #3: Effective and Efficient Homeless Crisis Response and Housing Services Measure(s) of Success: • System-wide performance: a) Increase percentage of exits to permanent housing to the level of the top performing 20 percent of homeless crisis response systems nationwide. b) Reduce returns to homelessness after exit to permanent housing to less than 10 percent. c) Reduce average length of time homeless of those served to less than 90 days. Current System Performance • Prioritization of Unsheltered Households: 77.1% (FFY 2018) – met target • Increase Exits from Shelter to Permanent Housing: 26.59% (as of 6-30-18) - made progress toward meeting performance measure • Decrease returns to homelessness within 2 years for those who resided in shelter: 0% (as of 6-30-18) – met goal • Increase exits to permanent housing for rapid rehousing: 85.98% (as of 6-30-19) – met goal • Decrease returns to homelessness within 2 years for those who received rapid rehousing services: .62% (as of 6-30-18) – met goal • Reduce average length of time homeless: 34 days (as of 2-14-19), goal is less than 90 days – met goal Tasks Responsible Parties Start Date Completed Complete quarterly reviews of performance measures Homeless Task Force of Grant County April 2020 Ongoing Identify agencies who are not meeting system- wide performance measures/areas needed for improvement Homeless Task Force of Grant County April 2020 Ongoing Promote the development of housing for all Homeless Task Force of Grant County April 2020 Increase case management/support for those who are most vulnerable Homeless Task Force of Grant County, Grantees, Subgrantees June 2020 Increase the number of affordable units Homeless Task Force of Grant County January 2021 Increase the number of shelter beds for chronically homeless individuals Grantees, Subgrantees January 2021 Moses Lake Council Packet 2-23-21, Page 84 of 339 Objective #4: A projection of the impact of the fully implemented local plan on the number of households housed and the number of households left unsheltered, assuming existing resources and state polices Measure(s) of Success: • A local plan that includes an estimate of people experiencing homelessness that will be housed during 2024 after successful implementation of the local plan using existing resources, and the count of households left unsheltered at a point in time in 2024, based on credible data and research; including the data, assumptions, calculations, and related citations necessary for outside parties to review and reproduce the estimate Tasks Responsible Parties Start Date Completed Complete modeling tool to project the impact of the local plan and identify future resources needed Steffanie Bonwell October 2019 October 2019 Strategize how to meet the future need of the county’s local plan Homeless Task Force January 2021 Objective #5: Address racial disparities among people experiencing homelessness Measure(s) of Success: • Completion of an initial analysis using a racial equity tool and data provided by Commerce. Tasks Responsible Parties Start Date Completed Complete initial analysis of racial disparities among people experiencing homelessness, using Commerce’s racial equity tool Grantees & Subgrantees of funds August 2019 September 2019 Identify how Grant County compares to the State and other like size counties in the State. Grantees & Subgrantees of funds January 2020 Identify underrepresented homeless populations (if any) Grantees & Subgrantees of funds January 2020 Determine if alternative plans need to be put into place to address disparities (if any) Grantees & Subgrantees of funds June 2020 Moses Lake Council Packet 2-23-21, Page 85 of 339 Exhibit B The City of Moses Lake, through a contractual agreement with HopeSource, will provide funding assistance for the acquisition and operations of an Enhanced Shelter. The Enhanced Shelter program will provide services that are defined within the Scope of Work and as guided by the Grant County Plan to End Homelessness and Department of Commerce Emergency Solutions Grant guidelines. The budget is split into eligible line-item expenses and defines the limit of allocated funds for the period of the agreement that this budget is attached to. Line Item Budget Amount Budget Notes Program Operation $135,000.00 Includes wages/benefits for Program Manager, Client Advocate and On-site Property Manager. Facility Support $120,000.00 Facility Support includes cost of utilities, landscaping, mortgage, etc. Capital Acquisition/Construction $214,400.00 Cost of acquisition of asset to operate as an Enhanced Shelter. TOTAL $514,400.00 Moses Lake Council Packet 2-23-21, Page 86 of 339 HopeSource : Philosophy HopeSource has over 50 years’ experience operating programs that stabilize families in crisis, and for over 18 years has operated the only emergency shelter in Kittitas County. HopeSource is the lead agency for the Balance of State McKinney Vento housing grant, and is the lead agency in the county for the Balance of State Continuum of Care. We are a founding member of the Kittitas County Homeless and Housing Network, and are active on the Homeless and Affordable Housing Committee that develops the 10 Year Plan to End Homelessness. We participate with the Ministerial Association in operating a cold weather drop-in shelter serving homeless families and individuals between November and March. The continuum of care in this region includes Housing First, shelters, eviction prevention, rapid rehousing, permanent supportive housing supported by wrap-around case management with referral to partners providing care for the primary presenting needs of mental health, substance abuse, domestic violence, medical health needs, legal assistance, employment assistance and transportation. HopeSource advances evidence-based, results-oriented solutions to ending homelessness, mixing both proven and promising practices. Strategies include providing people who are at risk of becoming homeless services that stabilize them before they enter a shelter; simplifying access to housing services through coordinated application and referral in the Coordinated Entry System; quickly providing progressive amounts of assistance based on the unique needs of the household; stabilizing housing using the Housing First model short term, followed by supportive education and employment for sustained independence; and careful collection and evaluation of the outcomes in order to improve each program and service. The Coordinated Entry System created and managed by HopeSource operates twenty-four hours a day, seven days a week and ensures easy, low-to-no barrier access to homeless individuals and families seeking housing. It can be accessed online from any computer including public computers in libraries, schools, businesses, law enforcement, and network service providers. The system can also be accessed by phone or in person, and information on how to access that resource is posted widely and visibly, and shared with all public service providers. The Coordinated Entry System allows the homeless person to control how they want to make contact and engages them in the process of seeking solutions to their crisis and to receiving assistance within 24 hours. HopeSource is seen and utilized as the central organization for community members and service partners to refer homeless and those in crisis for assistance. HopeSource has embraced diversion as a vital first step in resolving people’s housing crisis without ever entering them into the shelter system. It is an integral part of the Coordinated Entry System. We agree that utilizing diversion greatly improves a household’s long term health and ability to achieve long term sustained independence by leveraging the household’s own Moses Lake Council Packet 2-23-21, Page 87 of 339 resources and resiliency in securing housing arrangement to end their homelessness. If within 30 days the household is not able to identify a workable housing solution they can be referred to other housing services with longer assistance. Coordinated Entry is a uniform method of Client intakes that can be customized for individuals and families. In the HopeSource Coordinated Entry System, calls are checked daily and returned within 24 hours. If the household is not diverted, the first face-to-face interview will be conducted within 3 business days. Households are prioritized based on vulnerability with emphasis on households with children. By conducting standardized assessments for all households, we are able to identify anyone who is currently unsheltered, chronically homeless with long periods of homelessness, has the most severe service needs or frequency of crisis services, has chronic health conditions, are victims of domestic violence, or have small children in the household. The Intake Assessment is a comprehensive evaluation completed by a Case Manager trained in the WSCAP Family Development model and who has experience in the social service field. The assessment identifies barriers to permanent housing stabilization and assesses issues that may potentially impact housing success; identifies current services the household is receiving; identifies life trauma such as abuse, neglect, alcohol/drug use, and domestic violence as well as employment history, household composition, childcare issues, education and training, support networks, social networks, and household stressors. The household’s strengths, as well as short and long term goals, are included in the stability plan that is developed with the household. Progressive engagement is the model used to form the household stabilization plan and to help the household quickly self-resolve their situation where possible. Services are adjusted for the amount and intensity of the tailored service until the household has achieved permanent housing. The model calls for light, medium, or heavy service touch designed to deliver only what is needed in order to move the household forward. The system wide training requirements for staff that provide direct services to people experiencing homelessness include: family development principles, trauma informed care, motivational interviewing, fair housing requirements, landlord-tenant laws, Housing First model and requirements, harm reduction, conflict resolution, self-care, HR Handbook review, fiscal policies, ethics and code of conduct, organizational history and culture, all program orientation, harassment, cultural competency, CPR/First Aid, blood borne pathogens, AED, fire suppression, Client confidentiality and confidentiality of records. All staff regularly are updated on network referral resources including DSHS, mental and physical healthcare, housing, employment and vocational services, legal services, transportation, financial planning and credit counseling, child care, government benefits, veteran services, and data entry accuracy. Moses Lake Council Packet 2-23-21, Page 88 of 339 1 RE: Homeless Housing in Moses Lake TO: City of Moses Lake FROM: HopeSource DATE: February 11, 2021 RE: Homeless Housing in Moses Lake Quickly getting people into housing is one central function of a homelessness system. But when unsheltered homelessness starts to rise, communities sometimes shift their focus from housing to shelter. Emergency shelters play a critical, often life-saving role in providing a safe place for people experiencing a housing crisis. Housing homeless individuals and families can be accomplished through emergency shelters, motel vouchers, or transitional housing. But providing a shelter bed alone is a temporary fix to homelessness. A strong Housing First system, on the other hand, coupled with short stay shelters can have a big impact on unsheltered homelessness. HopeSource has operated emergency and homeless housing since 1967 in Kittitas, and in Grant and Chelan since 2014. HopeSource has achieved an 83% success rate in moving homeless individuals and families into sustainable stable housing and employment. It is based on Housing First, which is a homeless housing strategy that has proven that you need to house people first before you can realistically address barriers like employment, substance use disorder, domestic violence. Only then can you stabilize the formerly homeless individual or family so they can focus on life skills, employment, and education. HopeSource emergency shelters are not designed to provide a place for people to relax and enjoy being indoors, they are designed to help people move out of the shelter and into their own housing within 45- 90 days, and to work with case managers in goal setting, budgeting, priority setting, successful work behavior, employment interview skills, proper grooming, how to open and maintain a bank account, balance a checkbook, and establish and maintain good credit ratings. Once employed and supporting their household, clients are encouraged and assisted in furthering their education. During the early months of the COVID pandemic, HopeSource worked closely with the public health department to house homeless individuals or families in motels for quarantine for 14 days. During that 14 days case managers were able to reunite seven (7) back to their families in other counties, twelve (12) were housed and entered into the HopeSource housing program. During the 2020 PIT Count while Moses Lake Council Packet 2-23-21, Page 89 of 339 2 we did find some unsheltered households but there were no longer any homeless encampments in our communities unlike prior years. HopeSource began operating the local cold weather shelter in Kittitas County in 2020-21. In 2019-20 the shelter, which is open from October through March, was utilized by 17-22 homeless individuals. In the 2020-21 season the shelter is being utilized regularly by only 5-9 individuals a night due to factors including HopeSource’s purchase of a 20 unit apartment building adjacent to the city pool and public park for Enhanced Shelter, increased relationship building among the homeless through regular outreach in the field, and strong landlord partnerships that open the way for homeless and enhanced shelter clients to move to subsidized and market apartments while being supported by wrap around case management. The proposed enhanced shelter at the El Rancho property is a Continuous Stay Shelter offering living arrangements where literally homeless individuals or households have a room, or a bed assigned to them throughout the duration of their stay. Residents receive intensive wrap around housing stability focused services and case management with a dedicated client advocate whose sole responsibility is support for residents at the enhanced shelter and their movement towards placement in long term housing. Our client advocate is supported by management oversight dedicated to the shelter as well as on site manager responsible for the property 24 hours a day. The Enhanced Shelter Program has realistic and clear expectations for residents. Residents are required to follow set rules and policies as a condition of their stay focused on maintaining a safe environment for participants and the community and avoiding exits to homelessness. Nonresidents and guests are not allowed on the property and residents also go through background screening and certain criminal backgrounds would exempt residents from participation. The Enhanced Shelter Teams effort in stabilizing households and moving them towards stabilized long- term housing is supported by additional HopeSource programs and staff offering housing client advocacy and wrap around support for literally homeless veterans and youth. Individuals or households who do not meet those programs eligibility criteria are referred to other providers of housing programs and our client advocate works to ensure that connections with those service providers are made and that stable housing is secured. The Enhanced Shelter Program in intended to provide a safe and secure, consistently managed environment where residents can work towards housing stability while ensuring minimal impact on the surrounding community. Our experience in managing shelter programs over more than 30 years ensures the effective and safe delivery of services to residents and all the members of the Moses Lake community. Moses Lake Council Packet 2-23-21, Page 90 of 339 Strategic Phased Housing Timeline for Moses Lake Phase Phase 1 Identification Phase 2 Navigation Phase 3 Priority Placement Phase 4 Increased Housing Capacity Purpose Homeless Outreach Enhanced Case Management at Temporary Homeless Encampment Enhanced Shelter Conversion Permanent Supportive Housing (PSH) Actions Enter them into Regional Coordinated Entry Create waitlist prioritized by vulnerability Enter into State HMIS Begin case management for entry into temporary homeless encampment Gather assessment and intake information Create housing and employment stability plans Assist in gathering documents for: employment, benefits, health needs, credit/debt Referral to other agencies for barriers to self- sufficiency Purchase Moses Lake motel(s) with State or public funds Convert temporary encampment to enhanced shelter until no longer needed Replace with new build units and convert motel to affordable housing Continue exploration of PSH structure with housing developer Investigate the type of development with architects Build maximum homeless and affordable housing units determined by community need and site size 1 2 3 4 Moses Lake Council Packet 2-23-21, Page 91 of 339 February 18, 2021 Allison Williams City Manager, Moses Lake, Washington awilliams@cityofml.com 509-794-9949 cell RE: Letter of Support for Hopesource Homeless Services I have been associated with Hopesource in a variety of capacities for almost 15 years and am very familiar with their work with the homeless community, as well as their affordable housing projects. We have numerous agencies in our community that partner to support the homeless community, and Hopesource is the lead agency with a depth and strength of programming in this area. Hopesource is the CAP agency for our county and resultantly receives the majority of state and federal funding for addressing homelessness. They are a strong, well- organized agency with a very well-qualified and professional staff across their programs. Additionally, staff stay current with state programs and initiatives and is very well-informed on what is happening in this arena. Staff know and understand the needs of the residents of this county and can speak well to how their projects meet the most critical needs of the residents of the county. My first acquaintance with the agency was through my volunteer work on the Kittitas County Homeless and Affordable Housing Committee (KCHAHC). Our volunteer Committee was tasked with writing the first Homeless and Affordable Housing Strategic Plan for our county so we began meeting consistently with the various agencies to learn what activities and resources were there for the homeless population. Hopesource representatives played a strong role in educating committee members about homelessness, what it is, the root causes, the best practices for addressing the issue in a community, etc. Their input was invaluable to us. As our plan began to come together, we realized there was great work happening in the county, but there was very little interagency communication and program coordination happening. We soon organized a series of community meetings, inviting all agencies and interested residents to the table to find a solution for this disconnect The Kittitas County Homeless and Affordable Housing Network was formed with a Board of Directors that included a broad-based representation from county agencies, churches, and citizens. With support from Hopesource providing a meeting place, AV support, and limited staff support, this Network met monthly, built strong partnerships and communication networks, and organized and annually sponsored the Community Connect Day for the homeless and low income Communities. Hopesource staff work well with all of the agencies in our county. The KCHAHC also structured a competitive grant process for our county agencies to build capacity and resources for the homeless as well as the at-risk for becoming homeless population. Hopesource successfully added capacity in services and housing for both of these populations over the past 15 years. One of their most successful programs is their rental assistance programs for the low income population. Funded by the KCHAHC for numerous years, the program provides financial support and services to those who qualify for this program. They have consistently served in excess of 30 individuals every year. Their homeless housing programs are very successful. One of the outstanding projects funded by the KCHAHC for Hopesource is Spurling Place, a 49-unit structure for homeless housing in Ellensburg. The KCHAHC provided $500,000 match money to support their successful grant efforts to get this Moses Lake Council Packet 2-23-21, Page 92 of 339 housing in place. Scheduled to be ready for occupancy in Fall 2021, this housing will contribute tremendously in addressing the housing shortage in Kittitas County. Most recently I served the first two years of my Council term as the Chair of the newly- formed Ellensburg Affordable Housing Commission as the representative of the City Council. This Commission also created a grant process to fund affordable housing. In our first round of project proposals, Hopesource was funded by this Commission to build 5 units of affordable housing in an Ellensburg neighborhood.. That project, along with Spurling Place will greatly enhance the City’s capacity to respond to the need for homeless housing. Additionally, when the COVID pandemic hit our county, Hopesource provided invaluable support to our Response Network, securing state grant funding to house and feed the homeless populations during the critical first months of the pandemic. They have worked tirelessly in numerous capacities during this past year supporting county and city efforts to battle the virus. Most recently, the agency authored a grant that is paying the rent to house our Cold Weather Emergency Homeless Shelter this winter. That is a triangulated endeavor involving Hopesource, the County Ministerial Association and Grace Episcopal Church. I hope this letter has provided insights and information that will be of help to you in moving forward with Hopesource providing services and resources in your community. While we do not have a large population of resident homeless, the work of Hopesource over the past several years is one of the reasons why. I appreciate the opportunity to share this information with you. If you have any questions, please do not hesitate to contact me. Respectfully, Nancy R. Goodloe Member, Ellensburg City Council 509-899-5028 Moses Lake Council Packet 2-23-21, Page 93 of 339 1 Debbie Burke Subject:FW: Letter of Support Homelessness sophospsmartbannerend Taylor – FYI – Here is a letter of support for HopeSource from our Mayor. John John H. Raymond | COO, HopeSource | 509.925.1448 | 509.929.1095 cell | Success is not final…..failure is not fatal….It is the courage to continue that counts. From: Bruce Tabb <tabbb@ci.ellensburg.wa.us> Date: February 18, 2021 at 9:22:03 AM PST To: dcurnel@cityofml.com Subject: Homelessness Mayor Curnel, Hope that all goes better than it has. Certainly getting our County into Phase 2 is helpful not only for our businesses, but for schools, parents, and the students. My understanding is that you are in discussions with HopeSource to establish a more coordinated system to support and manage homelessness in the community. None of us have any magic wands which address and solve homelessness. With that said, I do think it important to build systems which are coordinated and build continuity and support as individuals move from homelessness to increased stability. HopeSource has worked with the County to effectively build and implement such systems. The City has partnered with the agency to push rental assistance out to community members at risk of eviction and invested City affordable housing dollars in a multi‐family project to be built and managed by HopeSource. I am not sure the nature or direction that your discussions will take, but I would suggest that a coordinated system works better to house and support people who are homeless, as well as, the community as a whole. Doing so can only help people and work to build a stronger, healthier community. Please feel free to share this with your Council. I would be glad to chat if there are questions or issues which I can address. Thanks, Bruce Tabb, Mayor City of Ellensburg 509‐899‐0148 Sent from my iPad Moses Lake Council Packet 2-23-21, Page 94 of 339 Moses Lake Council Packet 2-23-21, Page 95 of 339 Page 1 of 2 STAFF REPORT To: City Council From: Allison Williams, City Manager Date: February 15, 2021 Proceeding Type: Old Business Subject: Airport Lease Modification Legislative History: •First Presentation: December 19, 2019 •Second Presentation: •Third Presentation: January 14, 2020 February 23, 2021 •Action: Motion Overview In January 2020, City Council adopted an updated lease for use at the City’s Municipal Airport. In the year since providing direction to utilize the updated lease, the provision: Section 31. Cessation of Airport, has continued to be a concern for those who are financing improvements at the airport. The City Manager went through a process to have leases pulled from 26 entities, many eastern Washington municipal airports and several Port districts. The provision in question is not present in most of the leases, however, other terms providing for such cause for termination are. After input from Deputy Mayor Jackson, and several of the Airport Board Members, and finding that the State financing the City is utilizing has committed the City to maintaining the airport use, an updated Section 31 was developed for review. It was reviewed by the Municipal Airport Board and recommended to the City Council for approval at their regular meeting on February 12, 2021. Final Revisions Following is a red-lined version of the Section. Moses Lake Council Packet 2-23-21, Page 96 of 339 Page 2 of 2 Attachments A. Airport Lease Provision 31 (above) Finance Committee Review N-A Legal Review – Documents drafted by City Attorney Action Requested Staff recommends Council approve the final, revised Section. Moses Lake Council Packet 2-23-21, Page 97 of 339 Page 1 of 3 STAFF REPORT To: Allison Williams, City Manager From: Richard A. Law P.E., City Engineer Date: February 19, 2021 Proceeding Type: New Business Subject: Sagecrest Developer Agreement Legislative History: •First Presentation: February 23, 2021 •Second Presentation: •Action: Motion Overview Hayden Homes, LLC is the developer of the Sagecrest Major Plat subdivision. The subdivision includes approximately 95 single family lots with improvements being made to Westshore Drive and Hanson Road. As part of the platting process, Hayden Homes is required to install improvements with each phase of development to the current City of Moses Lake Standards. Due to the dynamic and size of some of the improvements, it has been determined a Developer Agreement would better serve the interests of both the City of Moses Lake and Hayden Homes. The developer agreement stated as part of Sagecrest Phase 3 Major Plat, Hayden Homes would develop Westshore drive and Hansen Road to current standards. Hayden Homes began construction of Sagecrest Phase 1 in approximately February of 2020, this phase was completed in September of 2020. Construction of Phase 2 began in September of 2020 and is nearing completion. Hayden Homes has advised that the plans for Sagecrest Phase 3 will be submitted for review soon. The City of Moses Lake Wastewater Master Plan 2015 shows an eighteen-inch sewer main being installed in Westshore Drive from approximately Blue Heron Park north to approximately Road 3.3 NE. In 2015, the City of Moses Lake installed the Blue Heron Lift Station and began installing the eighteen- inch gravity sewer line in Westshore Drive and the new sewer main was installed to the intersection of Westshore Drive and Montana Street. The City of Moses Lake Water System Plan 2015 shows a 10” line from Well 31 to Fairway Drive. The current water main in Westshore Drive is 10” asbestos cement (AC) installed in 1981. AC pipe was the construction standard at the time. It has been the City’s policy to replace the AC pipe if a new roadway is going to be built or reconstructed over existing AC pipe. The City has history of AC water mains failing during and shortly after reconstruction activities. With no reservoir located in the Mae Valley area the water main in Westshore Drive is crucial to supplying water to the Mae Valley area. City staff have determined a 12” water main in Westshore Drive will better serve the Mae Valley area. Moses Lake Council Packet 2-23-21, Page 98 of 339 Page 2 of 3 The Sagecrest Development has moved forward at a very rapid pace. It was the City’s intention to prepare a water and sewer project to install the 18” sewer and 12” water lines in Westshore Drive prior to Sagecrest Phase 3 being constructed. Due to the unexpected pace of this project, the City was not able to prepare the projects necessary to keep up with Hayden Homes schedule for the water and sewer line replacement in Westshore Drive. Item 14.2 of the Developer Agreement states: The City would like to increase the size of the sewer main to an 18” line and put in new water line along Westshore Drive prior to the Developer making improvements to Westshore Drive. To not delay the project, the Developer agrees to make those improvements and will be reimbursed by the City, unless in that time the City completes the improvements prior to the street improvements. As part of Sagecrest Phase 1, the City participated with Hayden Homes to extend the 18” sewer main from Montana Street to just north of Cove West Drive. Due to the additional depth required in this portion of Westshore Drive, up to 32’ deep, the initial costs of this section of installation are higher than what would be expected for a project of the same length at a more standard depth. City staff have estimated a cost of $440,000.00 to complete the water line from Well 31 to Hansen Road. If approved, Hayden Homes/Rotchy Inc. would install the water main from the plat boundary of Phase 1 to the connection point in Hansen Road. The water department budgeted $550,000.00 for AC water line replacement in 2021. Rotchy has provided a cost of $195,111.11 to install the water line. Due to the necessity to keep the existing Westshore water main in-service during construction, this cost could change depending on design changes. The City has budgeted $750,000.00 to complete this project in 2020 and should have carried forward to the 2021 budget. Rotschy Incorporated, Hayden Homes contractor, has provided a cost of $691,847.19 to install this section of sewer main and associated manholes. Staff is requesting Council consideration to allow staff to exercise the portion of the Developer Agreement related to completing the water and sewer improvements in Westshore Drive and appropriate bonding to ensure the completed project. Fiscal and Policy Implications Moses Lake Municipal Code 17.24.020 City Participation, Subsection A, states the City may participate in the cost of street and over-sizing municipal utility improvements that are not required of the applicant. The City will reimburse the owner of the subdivision for the agreed cost for the additional street and municipal utility improvements after the construction is complete and accepted by the City Council. No approval is authorized by the City unless a written approval for the reimbursement by the City is sent to the owner of the Subdivision prior to construction. Moses Lake Municipal Code 17.24.010 Procedure for Installing Improvements, states “comprehensive layout plans should be used by the applicant as a guide in preparing preliminary plats and construction plans”. Moses Lake Council Packet 2-23-21, Page 99 of 339 Page 3 of 3 Council Packet Attachments A. Site Map B. Proposed Water Line Sketch C. Participation Letter D. Offsite Sewer & Water Unit Prices E. Sagecrest Developer Agreement Finance Committee Review N-A Options Option Results • Authorize Agreement as presented City staff will move forward with an agreement to install the water and sewer mains in Westshore Drive. • Provide staff with changes City staff will make requested corrections and bring a revised request for Council consideration. • Take no action. City staff will not move forward with the project. Action Requested Staff recommends Council authorize the Developer Agreement as presented. Moses Lake Council Packet 2-23-21, Page 100 of 339 HANSEN RDPHASE 2 PHASE 1PHASE 2 PHASE 1 PHASE 2PHASE 1 PHASE 3PHASE 2 PHASE 3PHASE 2 PHASE 3 PHASE 2 PARCE L # 11024 8 0 0 1 CRITT E N D E N EAST P A R K L L C POPLA R S A N D S C O N D O PHASE II COVE WEST RESID E N TI A L DEVEL O P M E N T PARCE L # 0 9 0 6 2 9 4 3 4 JOHN K MI L L E R PARCE L #1100 6 5 2 0 0 CRITT E N D E N EAST P A R K LLC PARCE L # 1 1 0 4 7 5 1 6 6 CRITTE N D E N C O N V E R SI O N CORP EXTG SS W E S T S H O R E D R N E PARCE L # 3 1 2 7 8 3 0 0 0 DINO A C A C C HI O T TI POPLA R S A N D S C O N D O PHASE I COVE W E S T RESID E N TI A L DEVEL O P M E N T COVE WEST RESID E N TI A L DEVEL O P M E N T S H I PM A S T E R C T COVE WEST D R10' UTILESMT(TYP)100'EXTG R/W80' EXTG R/W SAGEC R E S T SUBDI VI SI O N 1 2 3 4 5 6 7 8 9 10 11 12 15 16 17 18 13 14 21 20 19 22 31 30 29 28 27 26 25 24 23 32 WORK AREA FAIRWAY DR DOUMIT DRDOUMIT DRHEAVERLO DR HOO P E R D R COVE WEST DR PHASE 1 SHEET ID SHEET OF DESIGNED: CHECKED:400 Bradley Blvd, Ste 106Richland, WA 99352509.942.16003%6(QJLQHHULQJDQG(QYLURQPHQWDO,QFSEVXVDFRP Filename: L:\Projects\66000\66079\66079-007\Civil\CAD\Working\Sagecrest_Offsite_Sewer\Sheets\66079-007c01.dwg Layout Tab: 66079-007C01 User: Sonia Barakoti CAD Plot Date/Time: 11/25/2020 12:11:39 PM.QRZZKDWVEHORZ EHIRUH\RXGLJ&DOO R Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate.COVER SHEET FOR:SAGECREST OFFSITE SEWERA SUBDIVISION LOCATED IN THE CITY OF MOSES LAKE, WASHINGTONSG/SB JLM NOV 202066079-007 1 7 6$*(&5(672))6,7(6(:(5 VICINITY MAP NOT TO SCALE ~MOSES LAKE~ I-90 WE S T S H O R E D R N EHANSEN RDMAE VALLEY RD NE SOUTH FRONTAGE RD NW SAGE RD LAGUNA DRFAIRWAY D R NE VALLEY RD NEW LAKESHORE DRSITELOCATED IN THE WEST 1/2 OF THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP 19 NORTH, RANGE 28 EAST, W.M. OWNER/DEVELOPER: +$<'(1+20(6//& $771˛%5,$17+25(621 ˇ6:*/$&,(53/67( 5('021'25˝ˆˆ˘ˇ 3+21(˛˘˝˝˘ ENGINEER: 3%6 $771˛-$6210$772;3( %5$'/(<%/9'67(ˇ 5,&+/$1':$˝˝˘ 3+21(˛˘˝˝ˇ 1.COVER SHEET 2.OFFSITE WESTSHORE DR SEWER PLAN & PROFILE STA 1+00 TO 4+50 3.OFFSITE WESTSHORE DR SEWER PLAN & PROFILE STA 4+50 TO 9+00 4.OFFSITE WESTSHORE DR SEWER PLAN & PROFILE STA 9+00 TO 13+50 5.OFFSITE WESTSHORE DR SEWER PLAN & PROFILE STA 13+50 TO 18+00 6.OFFSITE COVE WEST DR SEWER PLAN AND PROFILE STA 1+00 TO 3+00 7.DETAILS SHEET INDEX SURVEYOR: 3%6 $771˛$/(;0$7$5$==2 %5$'/(<%/9'67(ˇ 5,&+/$1':$˝˝˘ 3+21(˛˘˝˝ˇ BASIS OF BEARINGS: N00°47'26"W BETWEEN THE BRASS CAP MONUMENTS MARKING THE SOUTHWEST 1/4 CORNER OF SECTION 29 AND THE WEST 1/4 CORNER BETWEEN SECTIONS 29 AND 30, WHICH IS IN TURN BASED ON WASHINGTON STATE SOUTH ZONE STATE PLANE BEARINGS. BASIS OF ELEVATION: VERTICAL DATUM IS GPS DERIVED NAVD 88 (91). THE WEST QUARTER CORNER OF SECTION 29, A USBR BRASS CAP, WITH A NAVD 88 ELEVATION OF 1080.96 FEET. CALCULATED POINT ONLY - NO MONUMENT FOUND OR SET FOUND 1/2" REBAR WITH RED CAP. HDJ CONTROL POINT FOUND REBAR FOUND BRASS CAP SURVEY SYMBOL LEGEND: BENCHMARK LISTING: TBM #1 - THE 2.5" U.S.B.R. BRASS CAP MARKING THE QUARTER SECTION OF SECTION 30 AND SECTION 29 OF TOWNSHIP 19 NORTH, RANGE 28 EAST. (ELEVATION = 1080.96) TBM #2 - THE 2" BRASS CAP MONUMENT MARKING THE INTERSECTION OF COVE WEST AND WESTSHORE DRIVE. (ELEVATION = 1059.16) Utility Locate Call 811 2 Business Days Before Digging Scale 1" = 100' 0 50 100 200 GENERAL CONSTRUCTION NOTES 1.CONSTRUCTION STAKING SHALL BE DONE BY A PROFESSIONAL LAND SURVEYOR AND A COPY OF THE STAKING NOTESSHALL BE PROVIDED TO THE DEVELOPMENT ENGINEER. 2.THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN FOR WORK WITHIN THE RIGHT-OF-WAY THAT MEETS ALL REQUIREMENTS OF THE MUTCD. THE TRAFFIC CONTROL PLAN SHALL BE PROVIDED TO THE DEVELOPMENT ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 3.THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH OSHA AND WISHA SAFETY REGULATIONS. 4.INDICATE THAT ALL WORK SHALL CONFORM TO THE 2018 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS AMENDED BY THE APWA AND THE 2018 CITY OF MOSES LAKE COMMUNITY STREET ANDUTILITY STANDARDS. 5.EXISTING UTILITY LOCATIONS AND ELEVATIONS ARE APPROXIMATE AND OTHER UTILITIES MAY EXIST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXPLORATION AHEAD OF WORK TO DETERMINE EXACT UTILITY LOCATIONS. ARRANGEMENTS SHALL BE MADE WITH RESPECTIVE UTILITY COMPANIES FOR MOVING, ABANDONING, OR MAINTAINING THEIR RESPECTIVE SERVICES. 6.THE CONTRACTOR SHALL AT ALL TIMES OBSERVE AND COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, AND REGULATIONS WHICH IN ANY MANNER AFFECT THE CONDUCT OR SAFETY OF THE WORK. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO BEGINNING CONSTRUCTION. 7.THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT TO CONSTRUCT AND INSTALL IN PROPERWORKING ORDER, THE DESIGN SHOWN, AS DETAILED OR CALLED OUT IN THESE PLANS AND SPECIFICATIONS. THECONTRACTOR SHALL BE FULLY RESPONSIBLE FOR BEING FAMILIAR WITH THE PROVISIONS AND REQUIREMENTS CONTAINED IN THE CITY OF MOSES LAKE COMMUNITY STREET AND UTILITY STANDARDS. MONUMENTATION 1.CONTRACTOR SHALL COORDINATE WITH SURVEYOR SO THAT CENTERLINE MONUMENTS SHALL BE SET AT ALLINTERSECTIONS, CURVE PC'S AND CURVE PT'S. MONUMENTS SHALL CONFORM TO CITY OF MOSES LAKE STANDARD PLAN NO. A-11A, TYPE 1 MONUMENT. SANITARY SEWER CONSTRUCTION 1.SEWER MAINS SHALL BE AIR TESTED AT 5 PSI FOR 5 MINUTES AFTER ALL BACKFILL OPERATIONS ARE COMPLETE. THECITY SHALL OBSERVE AND VERIFY ALL SEWER MAIN TESTS PRIOR TO ACCEPTANCE. THE CONTRACTOR SHALLPROVIDE 24-HOUR NOTICE TO THE CITY PRIOR TO ALL TESTS. 2.ALL MAINS, SERVICE LATERALS, AND MANHOLES SHALL BE CLEAN AND FREE OF DIRT AND DEBRIS. 3.ALL 18" GRAVITY SEWER PIPE SHALL BE ASTM F679 PS46 PVC PIPE. 8" GRAVITY SEWER PIPE SHALL BE ASTM D3034 SDR 26 PVC PIPE. INSTALLATION SHALL MEET WASHINGTON STATE DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN. 4.CONTRACTOR SHALL PROVIDE COMPACTION TESTS IN SEWER MAIN AND SERVICE LINE TRENCH AREAS AS REQUESTEDBY THE CITY. 5.THE CONTRACTOR SHALL INSTALL A TEMPORARY SEWER TRAP AT THE DOWNSTREAM MANHOLE TO PREVENT ANY CONSTRUCTION DEBRIS FROM ENTERING THE EXISTING SEWER MAIN DURING CONSTRUCTION. THE CONTRACTOR IS REQUIRED TO PLACE SHIELDS OVER THE MANHOLE CHANNELS DURING CONSTRUCTION. 6.CONTRACTOR RESPONSIBLE TO TELEVISE ALL SEWER MAINS. COPY OF INSPECTION SHALL BE PROVIDED TO CITY OF MOSES LAKE DEVELOPMENT ENGINEERING. HATCHING LEGEND PROPOSED ASPHALT CONCRETE PROPOSED GRAVEL PROPOSED INDEX CONTOUR PROPOSED MINOR CONTOUR EXISTING INDEX CONTOUR EXISTING MINOR CONTOUR RIGHT-OF-WAY LINE EASEMENT LINE CENTERLINE PROPOSED LOT LINE PHASE LINE STREET LIGHT CIRCUIT ELECTRICAL UTILITY TRENCH SANITARY SEWER (SS) MAIN LINE SANITARY SEWER SERVICE STORM DRAIN (SD) LINE WATER MAIN LINE (WL) AND SERVICE EROSION CONTROL FILTER FABRIC FENCE OVERALL PLAT BOUNDARY EXISTING LOT LINE EXISTING SANITARY SEWER MAIN LINE EXISTING STORM DRAIN MAIN LINE EXISTING WATER MAIN LINE EXISTING ELECTRICAL E/T/CE/T/C LINETYPE LEGEND XXX XXX WATER VALVE FIRE HYDRANT BLOW-OFF VALVE WATERLINE BEND FITTING WATER SERVICE METER WATERLINE TEE WITH VALVE WATERLINE CROSS WITH VALVES UTILITY CAP STORM DRAIN DRYWELL (SDDW) SYMBOL LEGEND PROPOSED CEMENT CONCRETE SITE GRADING 1.AREAS TO BE GRADED SHALL BE CLEARED AND GRUBBED. ALL MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A LEGAL MANNER. 2.BORROW AREAS AND AREAS TO RECEIVE STRUCTURALFILL SHALL BE STRIPPED OF TOPSOILS, DEBRIS,UNCONTROLLED FILL, AND OTHER UNSUITABLE MATERIALS DOWN TO FIRM, NON-ORGANIC NATIVE SOIL. STRIPPED TOPSOIL SHALL BE STOCKPILED FOR LATER DISTRIBUTION ON THE GRADED AREAS. 3.FILL AREAS SHALL BE STRUCTURALLY FILLED FIRST WITH SURPLUS SUITABLE MATERIALS FROM THE STREETEXCAVATION AND THEN WITH SUITABLE MATERIALSFROM OTHER CUT AREAS. SELECT MATERIALS SHALL BEPLACED IN LIFTS NOT TO EXCEED 8". 4.COMPACTION TESTING SHALL BE DONE IN ACCORDANCE WITH ASTM D1557. WITHIN THE RIGHT-OF-WAY, 95% COMPACTION IS REQUIRED. 5.ALL SURFACES SHALL BE GRADED SMOOTH AND FREEOF IRREGULARITIES THAT MIGHT ACCUMULATESURFACE WATER. 6.ALL FILL MATERIALS SHALL BE LIMITED TO CLEAN SOILAND GRAVEL. BEFORE BUILDING PERMITS ARE ISSUEDFOR ANY LOCATION WITH FILL THE BUILDER SHALL SUBMIT COMPACTION TEST REPORTS IN THE LOCATION OF THE FOOTINGS FOR ANY NEW STRUCTURES. 7.THE OWNER SHALL BE RESPONSIBLE TO HIRE AN INDEPENDENT MATERIALS TESTING COMPANY TOPROVIDE SPECIAL INSPECTION AND TESTING. THECONTRACTOR SHALL BE REQUIRED TO SCHEDULE ANDCOORDINATE WITH THE MATERIALS TESTING COMPANY. J D P STORM DRAIN CATCH BASIN (SDCB) SANITARY SEWER CLEANOUT (SSCO) SANITARY SEWER MANHOLE (SSMH) STREET LIGHT (SL) ELECTRICAL DISCONNECT SWITCH ELECTRICAL JUNCTION BOX ELECTRICAL TRANSFORMER ELECTRICAL PEDESTAL SYMBOL LEGEND S H E E T - 0 2 SH E E T - 0 3 SH E E T - 0 4 SH E E T - 0 5 APPROVED FOR CONSTRUCTION - CITY ENGINEER DATE SHEET - 06 11/25/2020 Moses Lake Council Packet 2-23-21, Page 101 of 339 22 8" WL1 WESTSHORE DR NE SSMH-W11 144 LF 18" SS 264 LF 18" SS EXTG 18" SSEXTG 18" SS EXTG 8" SSEXTGSS CAP PARCEL # 0911 8 7 0 5 0 ZAVALA, TERE S A PARCEL # 0911 8 7 0 0 1 FRED, JOSEPH A & C H R I S T I E PARCEL # 0911 8 7 1 0 2 GOTTSCHALK, E D W A R D A & VERONICA PARCEL # 0911 8 7 1 0 1 WEST, CARY S & E L I Z A B E T H J EXTG FENCELINE (TYP) EXTG 12" WL EXTG 100' R/WEXTG 8" SS (CONC) EXTG PAINTSTRIPING EXTG SSMHRIM: 1061.68EXTG 8" IE IN: 1051.80 (NW)EXTG 8" IE OUT: 1051.70 (OUT) EXTG EOP(TYP) SAGECR E S T PHASE 1 SAGECR E S T PHASE 2 COVE WEST DRSSMH-W6 SAGECR E S T PHASE 1 0+00 1+00 2+00 3+00 4+00 EXTG OVERHEADPOWER POLE (TYP) EXTG EDGEOF GRAVEL EXTG 22.0'ASPHALT18.9'37.8'EXTG IRRVALVE (TYP) S34° 28' 44"E 2 2+13.1 (1.0'LT) STA: 1+00.0CONSTRUCTIONREFERENCE POINT 12.2'LOT LINE(TYP)EXISTING OVERHEADPOWER POLE (TYP) RIGHT-OF-WAYLINE (TYP) PARCEL # 0911 8 7 1 0 3 WILSON, GLORY S PI 3+57.14 9 10 11 1221 PHASE 1PHASE 2COVE WEST DR13.4'18.1'EXTG 10' UTIL ESMTTO PUD NO.25' EACH SIDE ASINSTALLEDAFN:1273865EXTG 8" SS (CONC)227 LF 8" SS @ S=0.0045E/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CVE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CS34° 53' 27"E S35° 27' 47"E 1 EXISTING GROUNDABOVE SEWER LINE EXTG ELABOVE SS2 EXTG 18" SS CAPIE: 1045.17 EXTG 12" WL 42" TYP42" TYPEXTG 12" WL 1059.01059.71060.31060.51060.91+00 1061.11061.51061.41061.71062.22+00 1062.41062.71062.91063.31063.83+00 1064.31064.71065.01065.31065.74+00 1066.11066.5264 LF 18" PVC PS46 SS @ S=0.0119 (MAX DEPTH 2 0 ' ) SSMH-W11STA: 3+57.17 (2.2' LT)RIM: 1065.04FUTURE RIM : 1065.08±18" IE IN: 1045.72 (NW)18" IE OUT: 1045.62 (SE) 144 LF 18" PVC P46 SS @ S=0.0012 (MAX DEPTH 18')EXTG 18"SS @ S=0.0012 SSMH-W6STA: 1+00.00 (0.0' )RIM: 1060.858" IE IN: 1045.69 (SW)18" IE IN: 1045.31 (NW)18" IE OUT: 1044.94 (SE) EXTG 18" SS @ S=0.0012 2.11%-0.37% 0.89% 1.22% OFFSITE WESTSHORE DRIVE SEWER 1035 1040 1045 1050 1055 1060 1065 1070 1075 1035 1040 1045 1050 1055 1060 1065 1070 1075 EG ELEVFG ELEVSHEET ID SHEET OF DESIGNED: CHECKED:400 Bradley Blvd, Ste 106Richland, WA 99352509.942.1600PBS Engineering andEnvironmental Inc.pbsusa.com Filename: L:\Projects\66000\66079\66079-007\Civil\CAD\Working\Sagecrest_Offsite_Sewer\Sheets\66079-007c02.dwg Layout Tab: 66079-007C02 User: Sonia Barakoti CAD Plot Date/Time: 11/25/2020 12:13:10 PMKnow what's below.before you dig.Call R Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate.OFFSITE WESTSHORE DR SEWER PLAN & PROFILE STA 1+00 TO 4+50SAGECREST OFFSITE SEWERA SUBDIVISION LOCATED IN THE CITY OF MOSES LAKE, WASHINGTONSG/SB JLM NOV 202066079-007 2 7APPROVED FOR CONSTRUCTION - CITY ENGINEER DATE 1.SEE SHEET 1 FOR GENERAL CONSTRUCTION NOTES. GENERAL CONSTRUCTION NOTES Scale 1" = 20' Utility Locate Call 811 2 Business Days Before DiggingWESTSHORE DRIVE STA:4+50- SEE SHEET 3KEYED CONSTRUCTION NOTES 1 INSTALL SEWER MANHOLE PER CITY OF MOSES LAKE STANDARD DETAIL C-1. CONTRACTOR SHALL PROVIDE 42"x42"x6" THICK CONCRETE COLLAR AROUND RIM. CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION PRIORTO CONSTRUCTION. CONTACT ENGINEER IF DIFFERENT.2 WESTSHORE DRIVE STA:4+50- SEE SHEET 30 10 20 40 11/25/2020 Moses Lake Council Packet 2-23-21, Page 102 of 339 JJJSSMH-W12 400 LF 18" SS 264 LF 18" SS 60 LF 8" PVC SDR-26 SS @6.591% EXTG 8" SS (CONC) EXTG FENCELINE (TYP) EXTG OVERHEADPOWER POLE (TYP) EXTG 12" WL EXTG OVERHEADPOWER (TYP) 1 EXTG 100' R/WEXTG 8" SS (CONC) EXTG 8" SS (CONC) EXTG EOP(TYP)EXTGMAILBOX EXTG 12" WL EXTGMAILBOX S42° 27' 15"E PARCEL # 312783000 CACCHIOTTI, DINO A PARCEL # 320047012 OESTREICH, STEVEN G ~POPLAR SANDS~ EXTG TELECOMRISER (TYP) EXTG 10'UTIL ESMT SAGECRE S T PHASE 2 FUTURE SAGECRE S T PHASE 3 WESTSHORE DR NE 5+00 6+00 7+00 8+00 9+00 PI 6+21.30 EXTGSTRIPING EXTG EOP(TYP) EXTG EDGEOF GRAVELEXTG 22.0'ASPHALTEX SSMH-W4STA: 6+21.30 (59.6' RT)RIM: 1069.66EXTG 8" IE IN: 1053.66 (NW)EXTG 8" IE IN: 1053.63 (N)EXTG 8" IE OUT: 1053.63 (SE)8" IE OUT: 1053.63 (SW) EXTG UTILITYVAULT EXTGTELECOMRISEREXTGSTREETLIGHT(TYP) EXTG TRANSFORMERWITH JUNCTION BOX EXTG TRANSFORMERCABINET EXTG TELECOMRISER (TYP) RIGHT-OF-WAYLINE (TYP) N34° 28' 44"W EXTG ELECTRICALCROSSING FUTURE LOTLINE FUTURE 10'UTIL ESMT EXTG OVERHEADPOWER POLE (TYP) EXTG EDGEOF GRAVEL S42° 27' 15"E17'PATCH EXTGROADWAY2 311.3'19.3'N42°27'15"W15'35'13.53'EXTG WATER VALVE ANDCONCRETE COLLAR ~EXISTI N G DRIVE W A Y ~ ~EXISTIN G DRIVEW A Y ~ PARCEL # 091187104 LESTER, DONALD L & CYNTHIA S PARCEL # 091187103 WILSON, GLORY SPHASE 2PHASE 32 3 4 5 6 1 12 REPLACE AFFECTED ROADSTRIPING PER CITYSTANDARDS (TYP) EXTG 10' UTIL ESMT TO PUD NO.2 5' EACH SIDE AS INSTALLEDAFN: 1273865 ABANDON LINEEXITING SOUTHOF MANHOLE. PROVIDEPLUG FOR LINE SOUTH.EXTG 8" SS(CONC)STOWE DRPE/T/CVE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CS35° 27' 47"E EXTG ELABOVE SS1066.71067.31067.75+00 1068.41068.61068.91069.31069.56+00 1069.91070.21070.51070.71070.87+00 1070.91071.11071.41071.71072.18+00 1072.51072.81073.01073.4400 LF 18" PVC PS46 SS @ S=0.0012 (MAX DEPTH 24') 264 LF 18" PVC PS46 SS @ S=0.0119 (MAX DEPTH 19') SSMH-W12STA: 6+21.30 (0.0' )RIM: 1069.87FUTURE RIM: 1070.02 ±18" IE IN: 1048.97 (NW)8" IE IN: 1049.70 (NE)18" IE OUT: 1048.87 (SE) 1 EXISTING GROUNDABOVE SEWERLINE EXTG 12" WL 42" TYPOFFSITE WESTSHORE DRIVE SEWER 1040 1045 1050 1055 1060 1065 1070 1075 1040 1045 1050 1055 1060 1065 1070 1075 EG ELEVFG ELEVEXISTINGELECTRICALCROSSING SHEET ID SHEET OF DESIGNED: CHECKED:400 Bradley Blvd, Ste 106Richland, WA 99352509.942.1600PBS Engineering andEnvironmental Inc.pbsusa.com Filename: L:\Projects\66000\66079\66079-007\Civil\CAD\Working\Sagecrest_Offsite_Sewer\Sheets\66079-007c03.dwg Layout Tab: 66079-007C03 User: Sonia Barakoti CAD Plot Date/Time: 11/25/2020 12:15:18 PMKnow what's below.before you dig.Call R Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate.OFFSITE WESTSHORE DR SEWER PLAN & PROFILE STA 4+50 TO 9+00 FOR:SAGECREST OFFSITE SEWERA SUBDIVISION LOCATED IN THE CITY OF MOSES LAKE, WASHINGTONSG/SB JLM NOV 202066079-007 3 7APPROVED FOR CONSTRUCTION - CITY ENGINEER DATE 1.SEE SHEET 2 FOR GENERAL CONSTRUCTION NOTES. GENERAL CONSTRUCTION NOTES Scale 1" = 20' 0 10 20 40 WESTSHORE DRIVE STA:9+00 - SEE SHEET 4Utility Locate Call 811 2 Business Days Before DiggingWESTSHORE DRIVE STA:4+50 - SEE SHEET 2KEYED CONSTRUCTION NOTES 1 INSTALL DROP SEWER MANHOLE PER CITY OF MOSES LAKE STANDARDDETAIL C-1. CONTRACTOR SHALL PROVIDE 42"x42"x6" THICK CONCRETE COLLAR AROUND RIM. PROVIDE ASPHALT REPLACEMENT TO AFFECTED ROAD SECTION PER CITY OF MOSES LAKE STANDARDS B-2. CORE EXISTING SEWER MANHOLE FOR NEW 8" SS. SEE CITY OF MOSES LAKE STANDARD SPECIFICATION 7-05.3(3).WESTSHORE DRIVE STA:9+00 - SEE SHEET 4WESTSHORE DRIVE STA:4+50 - SEE SHEET 22 3 11/25/2020 Moses Lake Council Packet 2-23-21, Page 103 of 339 JSSMH-W13 400 LF 18" SS400 LF 18" SS PARCEL #320 2 7 5 0 2 7 ARIGA, HIROY U K I & B U S A N ~POPLAR SA N D S ~ WESTSHORE DR NE EXTG 12" WL EXTG 8" SS (CONC) EXTG LOT LINE (TYP) EXTG EOP (TYP) EXTG OVERHEADPOWER (TYP) 1 EXTG HYDRANT (TYP)TO BE PROTECTED EXTG 100' R/WEXTG 8" SS (CONC) EXTG SIGN(TYP) EXTG SSMHRIM: 1080.29EXTG 8" IE IN: 1070.51 (NW)EXTG 8" IE OUT: 1070.49 (SE) EXTG 12" WL FUTURE SAGECREST PHASE 3 9+00 10+00 11+00 12+00 13+00 EXTG OVERHEADPOWER POLE (TYP) EXTG TELECOMRISER (TYP) EXTG PAINTSTRIPING EXTG EOP(TYP) EXTG EDGEOF GRAVELEXTG STREETLIGHT (TYP) EXTG SSMHRIM: 1076.41EXTG 8" IE IN: 1068.33 (NW)EXTG 8" IE IN: 1068.33 (N)EXTG 8" IE OUT: 1068.26 (SE) RIGHT-OF-WAYLINE (TYP)EXTG OVERHEADPOWER POLE (TYP) EXTG STREETSIGN (TYP)S42° 27' 15"E PRIVATE RDEXTG ELECTRICALCROSSING FUTURELOT LINE(TYP)EXTG 20.6'ASPHALTEXTG EDGEOF GRAVEL (POPLAR SANDSDEVELOPMENT)PARCEL #320 0 4 7 0 1 2 OESTREICH, S T E V E N G ~POPLAR SA N D S ~19.4'15'N42°27'15"W 15'35'7 8 9 PARCEL #110 2 4 8 0 0 1 CRITTENDEN E A S T P A R K L L C EXTG 10' UTIL ESMT TO PUD NO.25' EACH SIDE AS INSTALLEDAFN: 1273865 ABANDON THE EXISTING MANHOLE,REMOVE CONE AND FILL WITHCOMPACTABLE MATERIAL. FILLSHALL BE COMPACTED IN LIFTS ABANDON THE EXISTING MANHOLE,REMOVE CONE AND FILL WITHCOMPACTABLE MATERIAL. FILLSHALL BE COMPACTED IN LIFTS.EXTG ELABOVE SSOFFSITE WESTSHORE DRIVE SEWER 1045 1050 1055 1060 1065 1070 1075 1080 1085 1090 1045 1050 1055 1060 1065 1070 1075 1080 1085 1090 EG ELEVFG ELEV1074.21074.51074.81075.21075.410+00 1075.61075.91076.21076.51077.011+00 1077.51077.81078.11078.61079.112+00 1079.41079.61079.91080.31080.913+00 1081.51082.2400 LF 18" PVC PS46 SS @ S=0.0012 (MAX DEPTH 29')400 LF 18" PVC PS46 SS@S=0.0012 (MAX DEPTH 24') EXISTING GROUNDABOVE SEWER LINE EXTG 12" WL 42" TYPSSMH-W13STA: 10+21.30 (0.0' )RIM: 1075.60FUTURE RIM: 1076.51 ±18" IE IN: 1049.55 (NW)18" IE OUT: 1049.45 (SE) SHEET ID SHEET OF DESIGNED: CHECKED:400 Bradley Blvd, Ste 106Richland, WA 99352509.942.1600PBS Engineering andEnvironmental Inc.pbsusa.com Filename: L:\Projects\66000\66079\66079-007\Civil\CAD\Working\Sagecrest_Offsite_Sewer\Sheets\66079-007c04.dwg Layout Tab: 66079-007C04 User: Sonia Barakoti CAD Plot Date/Time: 11/25/2020 2:04:44 PMKnow what's below.before you dig.Call R Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate.OFFSITE WESTSHORE DR SEWER PLAN & PROFILE STA 9+00 TO 13+50 FOR:SAGECREST OFFSITE SEWERA SUBDIVISION LOCATED IN THE CITY OF MOSES LAKE, WASHINGTONSG/SB JLM NOV 202066079-007 4 7APPROVED FOR CONSTRUCTION - CITY ENGINEER DATE 1.SEE SHEET 1 FOR GENERAL CONSTRUCTION NOTES. GENERAL CONSTRUCTION NOTES Scale 1" = 20' 0 10 20 40 WESTSHORE DRIVE STA:13+50 - SEE SHEET 5Utility Locate Call 811 2 Business Days Before DiggingWESTSHORE DRIVE STA:13+50 - SEE SHEET 5WESTSHORE DRIVE STA:9+00 - SEE SHEET 3WESTSHORE DRIVE STA:9+00 - SEE SHEET 3KEYED CONSTRUCTION NOTES 1 INSTALL SEWER MANHOLE PER CITY OF MOSES LAKE STANDARD DETAIL C-1.CONTRACTOR SHALL PROVIDE 42"X42"X6" THICK CONCRETE COLLARAROUND RIM. 1 11/25/2020 Moses Lake Council Packet 2-23-21, Page 104 of 339 PARCEL #320 2 7 5 0 2 7 ARIGA, HIRO Y U K I & B U S A N PARCEL #110 2 4 8 0 0 1 CRITTENDEN E A S T P A R K L L C EXTG 8" SS (CONC) EXTG 12" WL WESTSHORE DR NE FAIRWAY DRH A N S E N R D 14+00 15+00 16+00 17+00 17+95.0 5 PI 14+21.30 PI 17+33.14 SSMH-W15 EX SSMH-W2STA: 17+39.78 (17.3' LT)RIM: 1082.25±EXTG 8" IE IN: 1075.25± (W)EXTG 8" IE IN: 1075.50± (N)EXTG 8" IE OUT: 1075.15± (E) EX SSMH-W1STA: 17+45.20 (30.9' LT)RIM: 1081.95±EXTG 8" IE IN: 1075.58± (SW)EXTG 8" IE OUT: 1075.48± (E) 15 LF± EXTG 8" SS@ S=0.0157 18 LF± EXTG 8" SS@ S=0.0119EXTG 100' R/WEXTG 19.65'ASPHALTS42° 27' 15"E 312 LF 18" SS S83° 41' 03"WN0 ° 4 5 ' 3 0 " W JS38° 13' 21"E15'19'PARCEL #311210000 KINCAID II, RALPH F & L O I S A PARCEL #17 0 8 5 6 0 0 0 HANSEN, JEF F R E Y M & JANA PARCEL #110461000 COBO LLC EXTG 8" SSS33° 51' 06"E EXTG 8" S S F O R C E M A I N N33°14'43"W EXTG 10' UTIL ESMT TO PUD NO.25' EACH SIDE AS INSTALLEDAFN: 1273865 EXTG EOP(TYP) EXTG OVERHEADPOWER (TYP)EXTG POWERPOLE (TYP) EXTG EOP(TYP) EXTG STREETSIGN (TYP) EXTG SSMHRIM: 1082.81±EXTG 8" IE IN: 1074.06± (NW)EXTG FORCEMAIN IN (SW)EXTG 8" IE OUT: 1073.97± (SE) SAWCUT LINE(TYP) WATER METER(TYP) EXTGSTRIPING EXTG EOP(TYP) EXTG EDGEOF GRAVEL EXTG UTILITYVAULT EXTGTELECOMRISER EXTGTRANSFORMER EXTG EDGEOF GRAVEL RIGHT-OF-WAYLINE (TYP) EXTG MONUMENTPOINT OFINTERSECTION EXTGMONUMENTPOINT OFINTERSECTION 3 EXTG EOP(TYP) EXTG RIGHTOF WAY EXTG ELECTRICALCROSSING RIGHTOF WAY EXTG UTILITYVAULT (TYP) EXTGEOP(TYP) EXTG 8"FORCEMAIN EXTG MONUMENT POINTOF INTERSECTION EXTG SSMHRIM 1082.20±EXTG 8" IE IN: 1074.63± (W)EXTG 8" IE OUT: 1074.43± (SE) PATCH EXTGROADWAY2 EXTG 8" SS (CONC)4 EXTG 8" SS(CONC) 17 LF 18" SS N25° 41' 2 0 " WEXTG ROAD CLBEARING: N25°41'20"W N25°39' 3 4 " W N25° 41' 2 0 " W PROPOSED SEWERBEARING: N25°39'34"W LINE TO ABANDONED ABANDON THE EXISTING MANHOLE,REMOVE CONE AND FILL WITHCOMPACTABLE MATERIAL. FILLSHALL BE COMPACTED IN LIFTS. ABANDON THE EXISTING MANHOLE,REMOVE CONE AND FILL WITHCOMPACTABLE MATERIAL. FILLSHALL BE COMPACTED IN LIFTS. 22.5° BEND 17'FROM THE VALVE EXTG WLCROSSING EXTG ELABOVE SS1082.71082.41082.614+00 1082.31082.21082.21082.21082.215+00 1082.41082.51082.81083.41083.916+00 1084.21084.41084.41084.31084.017+00 1083.71083.41083.01082.7312 LF 18" PVC PS46 SS @ S=0.0012 (MAX DEPTH 32') EXTG 12" WL 42" TYPEXISTING GROUNDABOVE SEWER LINE 18" STUBWITH CAP END EXISTINGWATERLINECROSSING EXISTINGELECTRICALCROSSING 3 INTX: HANSEN ROAD &WESTSHORE DRIVESTA: 17+12.69EXTG SSMH-W15STA: 17+33.14 (0.0' )RIM: 1083.408" IE IN: 1074.93 (W)18" IE IN: 1050.60 (NW)18" IE OUT: 1050.50 (SE) 8" IE IN (DROP):1051.36 (W)/ 17 LF 18" PVC PS46 SS @ S=0.0012 (MAX DEPTH 31' AS SHOWN) ± SSMH-W14STA: 14+21.30 (0.0' )RIM: 1082.3118" IE IN: 1050.13 (NW)18" IE OUT: 1050.03 (SE) OFFSITE WESTSHORE DRIVE SEWER 1045 1050 1055 1060 1065 1070 1075 1080 1085 1090 1045 1050 1055 1060 1065 1070 1075 1080 1085 1090 EG ELEVFG ELEV1 SHEET ID SHEET OF DESIGNED: CHECKED:400 Bradley Blvd, Ste 106Richland, WA 99352509.942.1600PBS Engineering andEnvironmental Inc.pbsusa.com Filename: L:\Projects\66000\66079\66079-007\Civil\CAD\Working\Sagecrest_Offsite_Sewer\Sheets\66079-007c05.dwg Layout Tab: 66079-007C05 User: Sonia Barakoti CAD Plot Date/Time: 11/25/2020 1:57:21 PMKnow what's below.before you dig.Call R Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate.OFFSITE WESTSHORE DR SEWER PLAN & PROFILE STA 13+50 TO 18+00 FOR:SAGECREST OFFSITE SEWERA SUBDIVISION LOCATED IN THE CITY OF MOSES LAKE, WASHINGTONSG/SB JLM NOV 202066079-007 5 7APPROVED FOR CONSTRUCTION - CITY ENGINEER DATE 1.SEE SHEET 2 FOR OVERALL SITE TYPICAL GENERAL CONSTRUCTION NOTES. GENERAL CONSTRUCTION NOTES Utility Locate Call 811 2 Business Days Before DiggingWESTSHORE DRIVE STA:13+50 - SEE SHEET 4WESTSHORE DRIVE STA:13+50 - SEE SHEET 4KEYED CONSTRUCTION NOTES 1 2 Scale 1" = 20' 0 10 20 40 INSTALL SEWER MANHOLE PER CITY OF MOSES LAKE STANDARD DETAIL C-1.CONTRACTOR SHALL PROVIDE 42"X42"X6" THICK CONCRETE COLLARAROUND RIM. INSTALL ASPHALT PATCH PER CITY OF MOSES LAKE STANDARD DETAIL B-2. INSTALL SEWER MANHOLE PER CITY OF MOSES LAKE STANDARD DETAIL C-1 WITH OUTSIDE DROP MANHOLE CONNECTION PER CITY OF MOSES LAKE STANDARD DETAIL C-4. STA: 17+35.87 (7.03' RT) - CAP EXISTING SEWER MAIN. 3 4 11/25/2020 Moses Lake Council Packet 2-23-21, Page 105 of 339 E/T/CE/T/CE/T/CE/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/CE/T/CE/T/CE/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T /CE/T /C E/T/CE/T/CE/T/CE/T/CE/T/CE/T/C E/T/CE/T/CE/T /C E/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/C E/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CJE/T/CE/T/C E/T/C E/T/C E/T/C E/T/C P E/T /C 1 2 32CONTRACTOR TO FIELD VERIFYEXISTING SEWER MAIN LINEWEST OF EXISTING SSMH-W1PRIOR TO CONSTRUCTION. EXTG 8" SS SSMH-H1 1+00 2+00 3+00COVE WEST DR HANSEN RD1 S80° 05' 39"EN3° 03' 59"EABANDON FORCE MAIN AFTERCONNECTION IS MADE TO NEWMANHOLE. GROUT SEAL ALL OPEN ENDS. EXTG 8" SS EXTG SSMH-W1 53+00INTX COVE WESTSTA: 1+40.00 =STA: 53+15.46 EXTG ELABOVE SS8" IE IN: 1068.68 ± (S)/ 8" IE IN: 1058.28 (S) (DROP)EXTG 8" IE THRU: 1058.08 (E/W)1079.21079.61079.62+00 1079.21078.41077.41076.3EXTG 8" SS @ S=0.027 2 EXTG SSMH-W1STA: 1+44.21 (10.0' LT)RIM: 1078.58EXTG 8" IE IN: 1057.88 (W)EXTG 8" IE OUT: 1057.78 (E) EXTG 8" SS @ S=0.0050 SSMH-H1STA: 1+12.26 (10.0' LT)EXTG RIM: 1076.69 COVE WEST DR 1045 1050 1055 1060 1065 1070 1075 1080 1085 1045 1050 1055 1060 1065 1070 1075 1080 1085 EG ELEVFG ELEVEXTG 8" WLINTX HANSEN ROAD &COVE WEST DRIVE STA: 1+40.00SHEET ID SHEET OF DESIGNED: CHECKED:400 Bradley Blvd, Ste 106Richland, WA 99352509.942.1600PBS Engineering andEnvironmental Inc.pbsusa.com Filename: L:\Projects\66000\66079\66079-007\Civil\CAD\Working\Sagecrest_Offsite_Sewer\Sheets\66079-007c06.dwg Layout Tab: 66079-007C06 User: Sonia Barakoti CAD Plot Date/Time: 11/25/2020 2:12:34 PMKnow what's below.before you dig.Call R Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate.OFFSITE COVE WEST DR SEWER PLAN AND PROFILE STA 1+00 TO 3+00SAGECREST OFFSITE SEWERA SUBDIVISION LOCATED IN THE CITY OF MOSES LAKE, WASHINGTONSG/SB JLM NOV 202066079-007 6 7APPROVED FOR CONSTRUCTION - CITY ENGINEER DATE 1.SEE SHEET 1 FOR GENERAL CONSTRUCTION NOTES. GENERAL CONSTRUCTION NOTES Scale 1" = 20' Utility Locate Call 811 2 Business Days Before Digging KEYED CONSTRUCTION NOTES 1 0 10 20 40 INTERCEPT AND CONNECT EXISTING 8" FORCEMAIN LINE TO A NEW SEWER MANHOLE PER CITY OF MOSES LAKE STANDARD DETAIL C-1 USING OUTSIDE DROP MANHOLE CONNECTION PER CITY OF MOSES LAKE STANDARD DETAIL C-4 WITH 42"x42"x6" CONCRETE COLLAR AROUND RIM. CONTRACTOR TO COORDINATE SHUTDOWN OF FORCEMAIN LINE WITH CITY CREWS PRIOR TO CONSTRUCTION.CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION OF EXISTINGFORCEMAIN PRIOR TO CONSTRUCTION. CONTACT ENGINEER IF DIFFERENT.INTERIOR WALLS AND BASE/INVERTS FOR THE CONCRETE MANHOLE SHALL BE COATED WITH RAVEN 405 EPOXY LINING OR APPROVED EQUAL. INTERIOR CONCRETE SURFACE COATINGS SHOULD CONSIST OF THE FOLLOWING: EPOXY COATING: PRODUCT TYPE AMINE CURED EPOXY COLOR TO BE SELECTED SOLIDS CONTENT (VOL%)100 MIX RATIO 3:1 COMPRESSIVE STRENGTH (PSI)12,000 ASTM D695 TENSILE STRENGTH (PSI)6,500 ASTM D638 TENSILE ELONGATION (VA)1.53% ASTM D638 FLEXURAL MODULUS (PSI)12,000 ASTM D695 HARDNESS (TYPE D)80 ASTM D2240 BOND STRENGTH (CONCRETE)GREATER THAN TENSILESTRENGTH OF CONCRETE(ACHIEVED BY PULL TEST) 11/25/2020 Moses Lake Council Packet 2-23-21, Page 106 of 339 SHEET ID SHEET OF DESIGNED: CHECKED:400 Bradley Blvd, Ste 106Richland, WA 99352509.942.1600PBS Engineering andEnvironmental Inc.pbsusa.com Filename: L:\Projects\66000\66079\66079-007\Civil\CAD\Working\Sagecrest_Offsite_Sewer\Sheets\66079-007c07.dwg Layout Tab: 66079-007C07 User: Sonia Barakoti CAD Plot Date/Time: 11/25/2020 10:42:28 AMKnow what's below.before you dig.Call R Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate.DETAILS FOR:SAGECREST OFFSITE SEWERA SUBDIVISION LOCATED IN THE CITY OF MOSES LAKE, WASHINGTONSG/SB JLM NOV 202066079-007 7 7 Utility Locate Call 811 2 Business Days Before Digging 11/25/2020 Moses Lake Council Packet 2-23-21, Page 107 of 339 1 2 3 4 5 6 7 8 9 10 11 12 15 16 17 18 13 14 21 20 19 22 31 30 29 28 27 26 25 24 23 32 14 1 2 3 4 5 6 7 8 910 11 12 13 15 16 17 18 19 PHASE 2 PHASE 1PHASE 2 PHASE 1 PHASE 2PHASE 1 PHASE 3 PHASE 2 PHASE 3PHASE 2 PHASE 3 PHASE 2 PARCE L # 3 1 2 7 8 3 0 0 0 DINO A C A C C HI O T TI POPLA R S A N D S C O N D O PHASE I POPLA R S A N D S CONDO P H A S E II COVE W E S T RESID E N TI A L DEVEL O P M E N T COVE W E S T RESID E N TI A L DEVEL O P M E N T COVE W E S T RESID E N TI A L DEVEL O P M E N T PARCE L #0906 2 9 4 3 4 JOHN K MILLERPARCEL #110065200CRITTENDEN EASTPARK LLCPARCE L # 1 1 0 4 7 5 1 6 6 CRITTE N D E N C O N V E R SI O N CORP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15161718 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 H O O P E R D RDOUMIT DRWESTSHORE DR NE PARCE L # 1 1 0 2 4 8 0 0 1 CRITTE N D E N E A S T P A R K LLC COVE WEST DR HOO P E R D RHANSEN RDS H I PM A S T E R C T COVE WEST D R HOO P E R D R HEAVERLO DRDOUMIT DRCOVE WEST DRWE S T S HO R E D R N EDOUMIT CTS0° 45' 30"EN89° 38' 59"E N 3 4 ° 2 4 ' 3 7 "W N 3 4 ° 2 8 ' 4 4 "W N4 2 ° 2 7 ' 1 5 " W S89° 14' 30"W S89° 14' 30"W L= 3 9.27R= 2 5.00 SHEET ID SHEET OF DESIGNED: CHECKED:400 Bradley Blvd, Ste 106Richland, WA 99352509.942.1600PBS Engineering andEnvironmental Inc.pbsusa.com Filename: L:\Projects\66000\66079\66079-008\Civil\CAD\Working\Sheets\66079-008c01.dwg Layout Tab: 66079-008C01 User: Stephanie Garcia CAD Plot Date/Time: 2/17/2021 4:24:46 PMKnow what's below.before you dig.Call R Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate.COVER SHEET FOR:SAGECREST - PHASE 3A SUBDIVISION LOCATED IN THE CITY OF MOSES LAKE, WASHINGTONSG/SB JLM JULY 202066079.008 1 19 PRELIMINARY SAGECREST - PHASE 3 VICINITY MAP NOT TO SCALE ~MOSES LAKE~ I-90 WE S T S HO R E D R N EHANSEN RDMAE VALLEY RD NE SOUTH FRONTAGE RD NW SAGE RD LAGUNA DRFAIRWAY D R N E VALLEY RD NEW LAKESHORE DRSITELOCATED IN THE WEST 1/2 OF THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP 19 NORTH, RANGE 28 EAST, W.M. OWNER/DEVELOPER: HAYDEN HOMES, LLC. ATTN: BRIAN THORESON 2464 SW GLACIER PL., STE. 110 REDMOND, OR 97756 PHONE: (509) 492-0153 ENGINEER: PBS ATTN: JASON MATTOX, PE 400 BRADLEY BLVD., STE 106 RICHLAND, WA 99352 PHONE: (509) 942-1600 1.COVER SHEET 2.GENERAL NOTES AND LEGENDS 3.GRADING AND EROSION CONTROL PLAN 4.DOUMIT DRIVE PLAN & PROFILE STA 21+50 TO END 5.HOOPER DRIVE PLAN & PROFILE START TO STA 33+00 6.HOOPER DRIVE PLAN & PROFILE STA 33+00 TO STA 36+00 7.HOOPER COURT PLAN & PROFILE START TO END 8.WESTSHORE DR IMPROVEMENTS PLAN & PROFILE START TO STA 75+00 9.WESTSHORE DR IMPROVEMENTS PLAN & PROFILE STA 75+00 TO STA 79+00 10.WESTSHORE DR IMPROVEMENTS PLAN & PROFILE STA 79+00 TO STA 83+50 11.WESTSHORE DR IMPROVEMENTS PLAN & PROFILE STA 83+50 TO STA 87+50 12.WESTSHORE DR IMPROVEMENTS PLAN & PROFILE STA 87+50 TO STA 91+50 13.HANSEN RD IMPROVEMENTS PLAN & PROFILE STA 50+00 TO STA 54+54 14.HANSEN RD IMPROVEMENTS PLAN & PROFILE STA 54+50 TO STA 59+00 15.HANSEN RD IMPROVEMENTS PLAN & PROFILE STA 59+00 TO STA 63+00 16.HANSEN RD IMPROVEMENTS PLAN & PROFILE STA 63+00 TO END 17.CITY DETAIL 18.CITY DETAIL 19.CITY DETAIL SHEET INDEX SURVEYOR: PBS ATTN: ALEX MATARAZZO 400 BRADLEY BLVD., STE 106 RICHLAND, WA 99352 PHONE: (509) 942-1600 APPROVED FOR CONSTRUCTION - CITY ENGINEER DATE BASIS OF BEARINGS: N00°47'26"W BETWEEN THE BRASS CAP MONUMENTS MARKING THE SOUTHWEST 1/4 CORNER OF SECTION 29 AND THE WEST 1/4 CORNER BETWEEN SECTIONS 29 AND 30, WHICH IS IN TURN BASED ON WASHINGTON STATE SOUTH ZONE STATE PLANE BEARINGS. BASIS OF ELEVATION: VERTICAL DATUM IS GPS DERIVED NAVD 88 (91). THE WEST QUARTER CORNER OF SECTION 29, A USBR BRASS CAP, WITH A NAVD 88 ELEVATION OF 1080.96 FEET. CALCULATED POINT ONLY - NO MONUMENT FOUND OR SET FOUND 1/2" REBAR WITH RED CAP. HDJ CONTROL POINT FOUND REBAR FOUND BRASS CAP SURVEY SYMBOL LEGEND: BENCHMARK LISTING: TBM #1 - THE 2.5" U.S.B.R. BRASS CAP MARKING THE QUARTER SECTION OF SECTION 30 AND SECTION 29 OF TOWNSHIP 19 NORTH, RANGE 28 EAST. (ELEVATION = 1080.96) TBM #2 - THE 2" BRASS CAP MONUMENT MARKING THE INTERSECTION OF COVE WEST AND WESTSHORE DRIVE. (ELEVATION = 1059.16) Utility Locate Call 811 2 Business Days Before Digging Scale 1" = 80' 0 40 80 160 AREA OF OFFSITE IMPROVEMENTS AREA OF OFFSITE IMPROVEMENTS Existing 8" Water Line 12X8 Reducer Proposed 12" C900 Water Main 12X8 Cross with (2) 12" Valves 12X8 Cross with (2) 12" Valves Existing 8" Water Line Tie into Existing 8" Water Line with a 12 X 8 Tee 8" Valves 12" Valve 22.5 Bends Stub out 8" Line for future phase. Tie into existing 8" water line with (2) 8" Valves Tie into existing 8" water line with (2) 8" Valves 11.5 Bend 45 degree Bends Moses Lake Council Packet 2-23-21, Page 108 of 339 Moses Lake Council Packet 2-23-21, Page 109 of 339 Moses Lake Council Packet 2-23-21, Page 110 of 339 Main Office and Shop Phone: (360) 334‐3100 P.O. Box 290 Fax: (360) 334‐3101 22525 NE W.H. Garner Rd.WA# ROTSCI*120OA Yacolt, WA 98675 OR CCB # 95682 Operations: 9210 NE 62nd Ave. Vancouver, WA 98665 Hayden Homes Date: Brian Thoreson Phone: 2464 SW Glacier Place Fax: Redmond, OR 97756 Job Name: bthoreson@Hayden‐Homes.com Job Location: Bid Item Description Quantity Unit Unit Price Total Price 1 1 LS 75,534.58$ 75,534.58$ 2 1537 LF 109.33$ 168,040.21$ 3 60 LF 108.21$ 6,492.60$ 4 1597 LF 17.62$ 28,139.14$ 5 1597 LF 154.59$ 246,880.23$ 6 6 EA 11,004.26$ 66,025.56$ 7 2 EA 4,692.71$ 9,385.42$ 8 4 EA 6,305.42$ 25,221.68$ 9 4 EA 1,609.01$ 6,436.04$ 10 1 EA 2,413.51$ 2,413.51$ 11 203 LF 156.22$ 31,712.66$ 12 1 LS 25,565.56$ 25,565.56$ Water (Based On Preliminary Design) 13 1965 LF 57.55$ 113,085.75$ 14 27 LF 195.28$ 5,272.56$ 15 5 EA 1,206.76$ 6,033.80$ 16 1540 LF 37.59$ 57,888.60$ 17 1 LS 12,830.40$ 12,830.40$ Subtotal 886,958.30$ 8.40% Tax 74,504.50$ Total 961,462.80$ Trench Restoration Water Traffic Control 12" Water PVC 8" Water PVC Connections Manholes Outside Drop Shoring Extra Depth Cost Proposal 2/18/2021 509‐492‐0153 Sagecrest Ph. 2 Offsite Sewer Moses Lake, WA Proposal Submitted To: Attention: Street Address: City, State and Zip: E‐mail: Connections Abandon Manholes Rechannel Existing Manhole Trench Restoration Traffic Control Mobilization 18" Main 8" Main Summary 2/18/2021 4:23 PM Confidential 1/2Moses Lake Council Packet 2-23-21, Page 111 of 339 1 2 3 4 5 6 7 Wet weather work Substantial Groundwater Compaction Testing Landscaping / Irrigation Permits, Fees, Bonds Surveying & Engineering Utility Relocate Hazardous Materials Removal or Abatement Export of Excavation Spoils Dewatering Rock Excavation Overexcavation of Unsuitable Materials Striping / Signing Electrical Work & Lighting Authorized Signature: Date of Acceptance:_________________________ Signature______________________________________ Name______________________________________ Title___________________________________________ Acceptance of Proposal Bid is based off preliminary plans dated 11/25/2020 by PBS. Notes Exclusions This bid is based off substantially dry weather and minor amounts of groundwater Price is contingent on mutually agreeable schedule and contract. Due to the volatility of the materials market we can not guarantee our material prices.Erosion control on this project is bid per prints only. We have not included extra provisions for extreme weather conditions.Erosion control will be performed on this site for the duration of our work only. Once our scope of work is complete, erosion control to be performed by others. Proposal valid for 30 days 2/18/2021 4:23 PM Confidential 2/2 Moses Lake Council Packet 2-23-21, Page 112 of 339 Moses Lake Council Packet 2-23-21, Page 113 of 339 Moses Lake Council Packet 2-23-21, Page 114 of 339 Moses Lake Council Packet 2-23-21, Page 115 of 339 Moses Lake Council Packet 2-23-21, Page 116 of 339 Moses Lake Council Packet 2-23-21, Page 117 of 339 Moses Lake Council Packet 2-23-21, Page 118 of 339 Moses Lake Council Packet 2-23-21, Page 119 of 339 Moses Lake Council Packet 2-23-21, Page 120 of 339 Moses Lake Council Packet 2-23-21, Page 121 of 339 Moses Lake Council Packet 2-23-21, Page 122 of 339 Moses Lake Council Packet 2-23-21, Page 123 of 339 Page 1 of 2 STAFF REPORT To: Allison Williams, City Manager From: Melissa Bethel, Community Development Director Date: February 16, 2021 Proceeding Type: New Business Subject: Zoning for Sleeping Shelters MLMC 18 Ordinance 2969 Legislative History: •First Presentation: Planning Commission February 11, 2021 •Second Presentation: February 23, 2021 •Action: Motion Overview In May 2019, the City Council approved Resolution 3764 allowing the City to operate a homeless program. The need for a site to operate a homeless program was reviewed with the City Council in May and August of 2020, with a site identified in August of 2020. On September 22, 2020, City Council approved the City Manager to execute a lease for the site location on which the City would operate the first project of its homeless program. The Sleep Center (Project Open Doors) started operations on December 11, 2020. The site is administered by the City of Moses Lake and managed by HopeSource through a contractual obligation. The original siting decision and type of shelter used was made under the emergency provisions declared by the City of Moses Lake related to the COVID-19 crisis and associated grant funding. As it is anticipated that the need for assistance to the homeless will outlive the current crisis, staff is recommending a code change for the use of the shelter structures for lodging. Under current Moses Lake Municipal Code (MLMC) and Building Code, the sleeping shelters used at the Project Open Doors do not meet the definition of habitable structures. Through WAC 51-16- 030 the state permits cities to adopt exemptions from the state building code requirements to provide housing for indigent persons. In order to operate Project Open Doors as part of the City’s Homeless Program, the MLMC must be amended to authorize the use of “sleeping shelters” and regulate future uses to be administered by a public agency or non-profit organization in conjunction with a public agency. The proposed amendment to the MLMC permits these uninhabitable structures (per Building Code) to be used as “sleeping shelters.” As proposed, the structures will not be allowed by private entities as a habitable structure and are not permitted to be used as Accessory Dwelling Units (ADUs). Moses Lake Council Packet 2-23-21, Page 124 of 339 Page 2 of 2 The Planning Commission held a public hearing on February 11, 2021 and recommends approval of the Zoning text amendment as presented in the attached ordinance. Fiscal and Policy Implications N/A Council Packet Attachments A. Ordinance Finance Committee Review N/A Legal Review Type of Document Title of Document Date Reviewed Ordinance MLMC 18 Zone Change February 23, 2021 Options Option Results • Adopt Ordinance as presented The City will continue to operate the Open Doors Sleep Center with existing shelters. • Provide staff with changes Staff will amend the Ordinance and bring back changes at next council meeting. • Take no action. The City will not be able to use the purchased sleeping shelters after the Covid-19 crisis is over. Action Requested Staff recommends Council adopt the Ordinance as presented to amend Moses Lake Municipal Code Title 18 Zoning, defining “Sleeping Shelters” and allowing such uses as lodging in the C2 Commercial Zoning District when operated by a public agency or nonprofit. Moses Lake Council Packet 2-23-21, Page 125 of 339 ORDINANCE NO. 2969 AN ORDINANCE AMENDING MOSES LAKE MUNICIPAL CODE TITLE 18 ZONING, PROVIDING FOR THE DEFINITION OF A SLEEPING SHELTER AND ALLOWING FOR SUCH USE Whereas, the Council authorized the use of sleeping shelters under emergency provisions declared by the City of Moses Lake related to the COVID-19 crisis and associated grant funding; and, Whereas, the City anticipates the need for assistance to the homeless will continue; and, Whereas, the Moses Lake Municipal Code does not provide for the use of sleeping shelters. THE CITY COUNCIL OF THE CITY OF MOSES LAKE, WASHINGTON DO ORDAIN AS FOLLOWS: Section 1. Subsection 18.03.040 of the MLMC titled “Definitions” is amended as follows: 18.03.040 Definitions: “Sleeping Shelter” means a structure not exceeding 96 square feet in area without utilities, that is used for the purpose of sleeping by indigent persons on a temporary basis. Section 2. Subsection 18.30.030 of the MLMC Titled “Allowed Uses” Table “Land Uses in Commercial Zones” is amended to add Footnote #25 to the C2 column of the “Lodging and assembly” Use Category: …… C-1 C-2 C1-A NC Services Service uses (other than those listed below) A A A A11 Professional offices, other than medical/dental/psychiatric A A A A12 Medical/dental/psychiatric office or clinic C A A C12 Hospitals X C C X Clubs, lodges, assembly halls A A A X Lodging and assembly A A25 A X Recreational vehicle parks (in compliance with Chapter 18.71) X C C X Banking and financial services A A A C12 Moses Lake Council Packet 2-23-21, Page 126 of 339 25. “Sleeping Shelters, as defined in MLMC 18.03.040, shall be permissible for use in C-2 Zones when such shelters are administered by a Public Agency and/or Non- Profit Organization in conjunction with a Public Agency, when such Public Agency and/or Non-Profit Organization shall administer the use of Sleeping Shelters for the purpose of housing indigent people. The Building and Planning Officials may exempt any applicable Building Code Regulations, Planning Regulations and/or Permitting Requirements as deemed necessary for such use after review, as permitted by WAC 51-16-030 Exemptions for indigent housing guidelines.” Section 3. Severability. If any section of this ordinance is found to be unconstitutional or invalid as written or as applied to any particular person or circumstances, no other section of the ordinance shall be deemed to be invalid, but rather, should be deemed to have been enacted independently and without regard to the section affected. Section 4. Effective Date. This ordinance shall take effect and be in force five (5) days after its passage and publication of its summary as provided by law. Adopted by the City Council of the City of Moses Lake, WA and signed by its Mayor on February 23, 2021. _____________________________________ David Curnel, Mayor ATTEST: _______________________________________ Debbie Burke, City Clerk APPROVED AS TO FORM: _______________________________________ Katherine L. Kenison, City Attorney Vote: Riggs Liebrecht Myers Jackson Curnel Eck Hankins Aye Nay Abstain Absent Date Published: March 1, 2021 Date Effective: March 6, 2021 Moses Lake Council Packet 2-23-21, Page 127 of 339 Page 1 of 2 STAFF REPORT To: Allison Williams, City Manager From: Michael G. Moro, Public Works Division Director Date: February 10, 2021 Proceeding Type: New Business Subject: Community Street and Utility Standards Resolution 3845 Legislative History: •First Presentation:February 23, 2021 •Second Presentation: •Action:Motion Overview Staff has updated the 2018 Community Street and Utility Standards to correspond with the 2020 Washington State Department of Transportation’s Standard Specifications for Road, Bridge, and Municipal Construction. Furthermore, staff made changes to reflect current construction standards as suggested and reviewed by the Municipal Services staff. All construction within City Right-of-way, easements, and extensions of private water and sewer mains must comply with the Washington State Department of Transportation’s Standard Specifications for Road, Bridge, and Municipal Construction as amended by the City’s Community Street and Utility Standards. Fiscal and Policy Implications N-A Council Packet Attachments A. Resolution Finance Committee Review N-A Legal Review N/A Moses Lake Council Packet 2-23-21, Page 128 of 339 Page 2 of 2 Options Option Results • Move to adopt the Resolution as presented. The 2020 Community Street and Utility Standards will be used. • Take no action. The 2018 Community Street and Utility Standards will be used and the City will be out of compliance. Action Requested Staff recommends City Council adopt the Resolution for the 2020 Community Street and Utility Standards as presented. Moses Lake Council Packet 2-23-21, Page 129 of 339 RESOLUTION NO. 3845 A RESOLUTION OF THE CITY OF MOSES LAKE WASHINGTON, AMENDING THE 2018 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 WSDOT Standard Specifications for Road, Bridge, and Municipal Construction (Standard Specifications), and with the modifications, additions, and exceptions included in the City of Moses Lake’s Community Street and Utility Standards. 2. WSDOT has updated their 2018 Standard Specifications and adopted the 2020 Standard Specifications. 3. Municipal Services staff have reviewed the 2020 Standard Specifications and have prepared updates to the City’s 2018 Community Street and Utility Standards to correspond with the WSDOT revisions. Resolved: 1. The current edition of the Community Street and Utility Standards will be renamed the “2020 Community Street and Utility Standards” attached as Exhibit A with the following marked up changes from the 2018 version: Specifications a. Updated to reflect the current edition year to 2020, and title to “2020 Community Street and Utility Standards” to correspond with the Standard Specifications. b. Updated Table 1 on page 9 to reflect current costs of construction. c. Updated definition for City Engineer. d. Added supplement to 1-08.9, Liquidated Damages, to include liquidated damages not less than $250.00 per day when a project is not completed on time. e. Section 5-04, Hot Mix Asphalt, was removed from the Community Street and Utility Standards because the (WDSDOT) Standard Specifications were updated to match the verbiage in the 2018 Community Street and Utility Standards. f. Section 9-05.15, Manhole Ring and Cover: deleted outdated City logo; and required round catch basin base sections for easier maintenance. Catch basin grates are the same rectangular style, but the frame is designed to fit a round base. We will notify D&L Foundry that our standards are updated, and allow them to use up their existing stock with the old logo. We will review alternate designs for the 2022 revision of the Community Street and Utility Standards, to consider the upfront costs required for new cover designs. g. Section 9-15, Irrigation System: revised Standard Specifications to correspond with City requirements for irrigation systems. Moses Lake Council Packet 2-23-21, Page 130 of 339 h. 9-21.4, Detectable Warning Surfaces for Curb Ramps: matched color requirement to meet Standard Specifications; and added specification for authorizing D&L Foundry tactile plates. i. Section 9-30.8, Ring and Cover for Meter Tiles: removed outdated City logo from meter covers. j. Section 9-33: Included a specification for woven geotextile for installation on Infiltration Gallery (Detail A-30). Details a. Detail A-4: Typical Portland Cement Concrete Curb & Gutter Allowing, but not requiring, the location of municipal and public utilities to be stamped on the face of curb during construction. b. Detail A-6, Portland Cement Concrete Driveway Reference to A-4, and allowance for saw-cutting driveway cuts in existing curb. c. Detail A-7: Curb Ramp Added an option for pedestrian curb at back of ramp, and rearranged isometric views. d. Detail A-9: 30” Round Catch Basin This detail replaces the detail for the rectangular catch basin. The round catch basin is easier to maintain by the Stormwater Division, and they allow more flexibility for installing pipes during construction. The exposed grate dimensions for the round catch basins are the same as the grates on the rectangular catch basins. e. Detail A-10: 48-inch Precast Concrete Drywell Noted that the geo-fabric lining is non-woven, to differentiated between the woven geo-fabric required for infiltration galleries. f. Detail A-12: Barricade for Temporary No-Outlet Street Added allowance for pass through barricades as authorized or required by City Engineer. g. Detail A-21: Tree Grate Removed old city logo. At this time we are not including the current City logo, but will consider that option in the 2022 update to Community Street and Utility Standards. h. Detail A-22: Tree Planter Grate Removed old city logo. i. Detail A-24: Induction Loop Detail Added note that “Induction loops are not authorized for new construction.” We are transitioning to microwave detection systems. j. Detail A-26: Storm Drain Manhole Lid Removed old city logo. At this time, we are not including the current City logo, but will consider that option in the 2022 update to Community Street and Utility Standards. We will allow D&L Foundry to sell out their current supply before disallowing the current cover. k. Detail A-28: 30” Round Catch Basin Moses Lake Council Packet 2-23-21, Page 131 of 339 Renamed A-9, to replace the rectangular catch basin. The round catch basin is preferred by stormwater for maintenance, and provides more flexibility installing pipes during construction. The new Detail A-28 is an Infiltration Gallery, as an option for locations in Moses Lake where a drywell cannot meet Ecology requirements. l. Detail B-3: Trenching and Bedding Reduced required pipe size for stormwater pipe to 8 inches. m. Detail B-11: Water Meter Lid 1-inch Service: Removed old city logo. At this time we are not including the current City logo, but will consider that option in the 2022 update to Community Street and Utility Standards. We will allow D&L Foundry to sell out their current supply before disallowing the current cover. Added a 1.75-inch hole for antenna installation for reading meters remotely. n. Detail B-12: Water Meter Lid 2-inch and Larger Service Removed old city logo. At this time we are not including the current City logo, but will consider that option in the 2022 update to Community Street and Utility Standards. We will allow D&L Foundry to sell out their current supply before disallowing the current cover. Added a 1.75-inch hole for antenna installation for reading meters remotely. o. Detail C-6: Force Main Sewer Connection Added a shut-off valve at the connection to the City’s force main; and noted that roadway crossings outside the City limits require approval by Grant County Public Works. p. Detail C-8: Sewer Manhole Lid Deleted old city logo and revised notes accordingly. At this time we are not including the current City logo, but will consider that option in the 2022 update to Community Street and Utility Standards. We will allow D&L Foundry to sell out their current supply before disallowing the current cover. ADOPTED by the City Council on February 23, 2021. ________________________________________ David Curnel, Mayor ATTEST: _________________________________________ Debbie Burke, City Clerk Moses Lake Council Packet 2-23-21, Page 132 of 339 Community Street and Utility Standards – 2020 Page 1 of 111 COMMUNITY STREET AND UTILITY STANDARDS 2020 Adopted by City Council on _____________ Moses Lake Council Packet 2-23-21, Page 133 of 339 Community Street and Utility Standards – 2020 Page 2 of 111 Page intentionally left blank Moses Lake Council Packet 2-23-21, Page 134 of 339 Community Street and Utility Standards – 2020 Page 3 of 111 TABLE OF CONTENTS INTRODUCTION AND REFERENCES ................................................................................... XX CONSTRUCTION REQUIREMENTS ...................................................................................... XX TABLE 1: ESTABLISHED RATES FOR PERMIT CALCULATIONS ..................................... X DEVIATION PROCEDURES ....................................................................................................... X DIVISION 1 GENERAL REQUIREMENTS ............................................................................ X DIVISION 2 EARTHWORK ..................................................................................................... X DIVISION 4 BASES ................................................................................................................. X DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS ............................................... X DIVISION 6 STRUCTURES ..................................................................................................... X DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUIT ..................................................................... X DIVISION 8 MISCELLANEOUS CONSTRUCTION .............................................................. X DIVISION 9 MATERIALS ........................................................................................................ X COMMUNITY STREET AND UTILITY STANDARD DETAILS Moses Lake Council Packet 2-23-21, Page 135 of 339 Community Street and Utility Standards – 2020 Page 4 of 111 Page intentionally left blank Moses Lake Council Packet 2-23-21, Page 136 of 339 Community Street and Utility Standards – 2020 Page 5 of 111 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 2020 edition 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 2020 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. All revised specifications described herein conform to similar section numbers as listed in the 2020 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 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. Moses Lake Council Packet 2-23-21, Page 137 of 339 Community Street and Utility Standards – 2020 Page 6 of 111 The City of Moses Lake Community Street and Utility Standards and the 2020 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 2020 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 2-23-21, Page 138 of 339 Community Street and Utility Standards – 2020 Page 7 of 111 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. 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 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 2-23-21, Page 139 of 339 Community Street and Utility Standards – 2020 Page 8 of 111 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 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 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 may deviate, waive, or add to the preceding items based on the extent and nature of the proposed construction. Moses Lake Council Packet 2-23-21, Page 140 of 339 Community Street and Utility Standards – 2020 Page 9 of 111 TABLE 1: Established Rates for Permit Calculations Item Description Unit Price Not Less Than HMA Patch (includes R & R) $8.00 12/SF $500.00 750 Install Curb (includes R & R) $40.00 60/LF $400.00 600 Sawcut Curb for Driveway $20.00 30/LF $200.00 300 Install Sidewalk (includes R & R) $8.00 12/SF $500.00 750 Sewer or Water Service Connection to Main (Add Trench) $500.00 750/EA $500.00 750 Trenching and pipe work including appurtenances (sewer, storm, or water); add HMA, curb, sidewalks $60.00 90/LF $1,200.00 1,800 1-inch or 2-inch Water Service (add trench, curb, sidewalk) $2,000.00 3,000/EA $2,000.00 3,000 2-inch Water Service (add trench, curb, sidewalk) $5,000.00/EA $5,000.00 Water Service, 3-inch and larger (add trench, curb, sidewalk) $4,000.00 6,000/EA $4,000.00 6,000 Manhole (add trench, HMA) $3,000.00 4,500/EA $3,000.00 4,500 Drywell (add trench, curb, sidewalk, catch basin) $6,000.00/EA $6,000.00 Catch Basin (add trench, curb, sidewalk, drywell) $2,000.00 3,000/EA $2,000.00 3,000 Fire Hydrant Assembly with Valve (add trench, curb, sidewalk) $2,500.00 4,000/EA $2,500.00 4,000 Valve, Valve Box, and Adjustment $1,000.00 2,000/EA $1,000.00 2,000 Full-width Street, No Utilities (includes curb, HMA, sidewalk) $125.00 195/LF $40,000.00 60,000 Moses Lake Council Packet 2-23-21, Page 141 of 339 Community Street and Utility Standards – 2020 Page 10 of 111 VACANT PAGE No 10 Moses Lake Council Packet 2-23-21, Page 142 of 339 Community Street and Utility Standards – 2020 Page 11 of 111 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. A request may be made to the Municipal Services Director 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 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 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 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 2-23-21, Page 143 of 339 Community Street and Utility Standards – 2020 Page 12 of 111 VACANT PAGE No. 12 Moses Lake Council Packet 2-23-21, Page 144 of 339 Community Street and Utility Standards – 2020 Page 13 of 111 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 2-23-21, Page 145 of 339 Community Street and Utility Standards – 2020 Page 14 of 111 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 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 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 2-23-21, Page 146 of 339 Community Street and Utility Standards – 2020 Page 15 of 111 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 Municipal Services Director. City of Moses Lake Engineering Division Director, or other 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 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. 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 Moses Lake Council Packet 2-23-21, Page 147 of 339 Community Street and Utility Standards – 2020 Page 16 of 111 accordance with City ordinance. The developer shall assume or cause to be assumed the definition and responsibilities of Contractor (1-01.3). 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. 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 Moses Lake Council Packet 2-23-21, Page 148 of 339 Community Street and Utility Standards – 2020 Page 17 of 111 fully-controlled or partially-controlled accesses. Primary streets include interstate highways, state highways, and the following specific City Streets: 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 Moses Lake Council Packet 2-23-21, Page 149 of 339 Community Street and Utility Standards – 2020 Page 18 of 111 Grape Drive SR 17 to Valley Road Hansen Road entire length Kittelson Road entire length 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”. Moses Lake Council Packet 2-23-21, Page 150 of 339 Community Street and Utility Standards – 2020 Page 19 of 111 State Treasurer All references in the Standard Specifications to the term “State Treasurer” shall be revised to read “City of Moses Lake”. 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 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 Moses Lake Council Packet 2-23-21, Page 151 of 339 Community Street and Utility Standards – 2020 Page 20 of 111 Date Street entire length Debonair Street entire length 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 Moses Lake Council Packet 2-23-21, Page 152 of 339 Community Street and Utility Standards – 2020 Page 21 of 111 Main Street entire length Maple Drive entire length 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 Moses Lake Council Packet 2-23-21, Page 153 of 339 Community Street and Utility Standards – 2020 Page 22 of 111 Yakima Street entire length 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. Moses Lake Council Packet 2-23-21, Page 154 of 339 Community Street and Utility Standards – 2020 Page 23 of 111 1-04.2 COORDINATION OF CONTRACT DOCUMENTS, PLANS, SPECIAL PROVISIONS, SPECIFICATIONS, AND ADDENDA 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 2-23-21, Page 155 of 339 Community Street and Utility Standards – 2020 Page 24 of 111 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 2-23-21, Page 156 of 339 Community Street and Utility Standards – 2020 Page 25 of 111 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 2-23-21, Page 157 of 339 Community Street and Utility Standards – 2020 Page 26 of 111 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). 1-05.16 WATER AND POWER Moses Lake Council Packet 2-23-21, Page 158 of 339 Community Street and Utility Standards – 2020 Page 27 of 111 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). 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 Moses Lake Council Packet 2-23-21, Page 159 of 339 Community Street and Utility Standards – 2020 Page 28 of 111 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 (1-07.5(5)) .6(1) is added: 1-07.5(5) .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 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 Moses Lake Council Packet 2-23-21, Page 160 of 339 Community Street and Utility Standards – 2020 Page 29 of 111 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. 1-07.16 PROTECTION AND RESTORATION OF PROPERTY 1-07.16(1) PRIVATE/PUBLIC PROPERTY Moses Lake Council Packet 2-23-21, Page 161 of 339 Community Street and Utility Standards – 2020 Page 30 of 111 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. 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. Moses Lake Council Packet 2-23-21, Page 162 of 339 Community Street and Utility Standards – 2020 Page 31 of 111 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 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 Moses Lake Council Packet 2-23-21, Page 163 of 339 Community Street and Utility Standards – 2020 Page 32 of 111 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. 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. Moses Lake Council Packet 2-23-21, Page 164 of 339 Community Street and Utility Standards – 2020 Page 33 of 111 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 work day. 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 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 Moses Lake Council Packet 2-23-21, Page 165 of 339 Community Street and Utility Standards – 2020 Page 34 of 111 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. 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 Moses Lake Council Packet 2-23-21, Page 166 of 339 Community Street and Utility Standards – 2020 Page 35 of 111 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 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 Moses Lake Council Packet 2-23-21, Page 167 of 339 Community Street and Utility Standards – 2020 Page 36 of 111 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 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. Moses Lake Council Packet 2-23-21, Page 168 of 339 Community Street and Utility Standards – 2020 Page 37 of 111 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 a 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. 1-08.9 LIQUIDATED DAMAGES 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… Moses Lake Council Packet 2-23-21, Page 169 of 339 Community Street and Utility Standards – 2020 Page 38 of 111 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, 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 Moses Lake Council Packet 2-23-21, Page 170 of 339 Community Street and Utility Standards – 2020 Page 39 of 111 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. 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. DIVISION 2 EARTHWORK 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-01.1 DESCRIPTION The section is supplemented with the following: Moses Lake Council Packet 2-23-21, Page 171 of 339 Community Street and Utility Standards – 2020 Page 40 of 111 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 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. Moses Lake Council Packet 2-23-21, Page 172 of 339 Community Street and Utility Standards – 2020 Page 41 of 111 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 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: Moses Lake Council Packet 2-23-21, Page 173 of 339 Community Street and Utility Standards – 2020 Page 42 of 111 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. 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 Moses Lake Council Packet 2-23-21, Page 174 of 339 Community Street and Utility Standards – 2020 Page 43 of 111 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. 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. Moses Lake Council Packet 2-23-21, Page 175 of 339 Community Street and Utility Standards – 2020 Page 44 of 111 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 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 Moses Lake Council Packet 2-23-21, Page 176 of 339 Community Street and Utility Standards – 2020 Page 45 of 111 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 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. Moses Lake Council Packet 2-23-21, Page 177 of 339 Community Street and Utility Standards – 2020 Page 46 of 111 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 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. Moses Lake Council Packet 2-23-21, Page 178 of 339 Community Street and Utility Standards – 2020 Page 47 of 111 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 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 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. Moses Lake Council Packet 2-23-21, Page 179 of 339 Community Street and Utility Standards – 2020 Page 48 of 111 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 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 5-04 HOT MIX ASPHALT The entire Section 5-04 is replaced with the following: 5-04.1 DESCRIPTION Moses Lake Council Packet 2-23-21, Page 180 of 339 Community Street and Utility Standards – 2020 Page 49 of 111 The last sentence of the first paragraph is revised to read: The manufacture of HMA may include additives or processes that reduce the optimum mixing temperature (Warm Mix Asphalt) or serve as a compaction aid in accordance with the Specifications. 5-04.2 MATERIALS The reference to “Warm Mix Asphalt Additive” is revised to read “HMA Additive”. PG64H-28 3/8 – inch 5-04.2(1) HOW TO GET AN HMA MIX DESIGN ON THE QPL The last bullet in the first paragraph is revised to read: • Do not include HMA addictive that reduce the optimum mixing temperature or serve as a compaction aid when developing a mix design or submitting a mix design for QPL evaluation. The use of HMA additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to section 5-04.2(2)B. In the table, “WSDOT Standard Practice QC-8” is revised to read WSDOT Standard Practice QC-8 located in the WSDOT Materials Manual M 46-01”. 5-04.2(1)C MIX DESIGN RESUBMITTAL FOR QPL APPROVAL Item number 3 of the first paragraph is revised to read: 2. Changes in modifiers used in the asphalt binder. 5-04.2(2)B USING WARM MIX ASPHALT PROCESS This section, including title, is revised to read: 5-04.2(2)B USING HMA ADDITIVES The Contractor may, at the Contractor’s discretion, elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following: Moses Lake Council Packet 2-23-21, Page 181 of 339 Community Street and Utility Standards – 2020 Page 50 of 111 • Do not use additives that reduce the mixing temperature in accordance with Section 5-04.3(6) in the production of High RAP/Any RAS mixtures. • Before using additives, obtain the Engineer’s approval using WSDOT Form 350- 076 to describe the proposed additive and process. 5-04.3(3)A MIXING PLANT In item number 5 of the first paragraph, “WSDOT T 168” is revised to read “FOP for AASHTO T 168”. 5-04.3(4) PREPARTION OF EXISTING PAVED SURFACES The first sentence of the fourth paragraph is revised to read: Unless otherwise allowed by the Engineer, use cationic emulsified asphalt CCS-1, CSS- 1h, or Performance Graded (PG) asphalt for tack coat. 5-04.3(6) MIXING The first paragraph is revised to read: The asphalt supplier shall introduce recycling agent and anti-stripping additive, in the amount designated on the QPL for the mix design, into the asphalt binder prior to shipment to the asphalt mixing plant. The seventh paragraph is revised to read: Upon discharge from the mixer, ensure that the temperature of the HMA does not exceed the optimum mixing temperature shown on the accepted Mix Design Report by more than 25°F, or as allowed by the Engineer. When an additive is included in the manufacture of HMA, do not heat the additive (at any stage of production including in binder storage tanks) to a temperature higher than the maximum recommended by the manufacturer of the additive. 5-04.3(7) SPREADING AND FINISHING The last row of the table is revised to read: ⅜-inch 0.25 feet 0.30 feet 5-04.3(8) AGGREGATE ACCEPTANCE PRIOR TO INCORPORATION IN HMA Moses Lake Council Packet 2-23-21, Page 182 of 339 Community Street and Utility Standards – 2020 Page 51 of 111 The following new paragraph is inserted after the first paragraph: The Contracting Agency’s combined aggregate bulk specific gravity (Gsb) blend as shown on the HMA Mix Design will be used for VMA calculations until the Contractor submits a written request for a Gsb test. The new Gsb will be used in the VMA calculations for HMA from the date the Engineer receives the written request for a Gsb retest. The Contractor may request aggregate specific gravity (Gsb) testing be performed by the Contracting Agency twice per project. The Gsb blend of the combined stockpiles will be used to calculate voids in mineral aggregate (VMA) of any HMA produced after the new Gsb is determined. 5-04.3(9)A2 TEST SECTION – EVALUATING THE HMA MIXTURE IN A TEST SECTION In Table 9a, the test property “Gradation, Asphalt Binder, and Va” is revised to read “Gradation, Asphalt Binder, VMA, and Va”. 5-04.3(9)B3 MIXTURE STATISTICAL EVALUATION – ACCEPTANCE TESTING In Table 11, “Va” is revised to read “VMA and Va”. 5-04.3(9)B5 MIXTURE STATISTICAL EVALUATION – COMPOSITE PAY FACTORS (CPF) The following new row is inserted above the last row in Table 12: Voids in Mineral Aggregate (VMA) 2 5-04.3(9)B7 MIXTURE STATISTICAL EVALUATION – RETESTS The second to last sentence is revised to read: The sample will be tested for a complete gradation analysis, asphalt binder content, VMA and Va, and the result of the retest will be used for the acceptance of the HMA mixture in place of the original mixture sublot sample test results. 5-04.3(10)C2 HMA COMPACTION STATISTICAL EVALUATION – ACCEPTANCE TESTING In the table, “WSDOT FOP for AASHTO T 355” in revised to read “FOP for AASHTO T 355”. Moses Lake Council Packet 2-23-21, Page 183 of 339 Community Street and Utility Standards – 2020 Page 52 of 111 5-04.3(10)C3 HMA STATISTICAL COMPACTION – PRICE ADJUSTMENTS In the first paragraph, “WSDOT FOP for AASHTO T 355” is revised to read “FOP for AASHTO T 355”. The first sentence in the second paragraph is revised to read: For each HMA compaction lot (that is accepted by Statistical Evaluation) which does not meet the criteria in the preceding paragraph, the compaction lot shall be evaluated in accordance with Section 1-06.2(2)D5 to determine the appropriate Composite Pay Factor (CPF). 5-04.3(13) SURFACE SMOOTHNESS The second to last paragraph is revised to read: When concrete pavement is to be placed on HMA, the surface tolerance of the HMA shall be such that no surface elevation lies above the Plan grade minus the specified Plan depth on concrete pavement. Prior to placing the concrete pavement, bring any such irregularities to the required tolerance by grinding or other means allowed by the Engineer. 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 Moses Lake Council Packet 2-23-21, Page 184 of 339 Community Street and Utility Standards – 2020 Page 53 of 111 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 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. And, HMA patches shall be 6-inches thick if the adjacent pavement is 6- Moses Lake Council Packet 2-23-21, Page 185 of 339 Community Street and Utility Standards – 2020 Page 54 of 111 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. 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. Moses Lake Council Packet 2-23-21, Page 186 of 339 Community Street and Utility Standards – 2020 Page 55 of 111 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 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 Moses Lake Council Packet 2-23-21, Page 187 of 339 Community Street and Utility Standards – 2020 Page 56 of 111 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. 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. Moses Lake Council Packet 2-23-21, Page 188 of 339 Community Street and Utility Standards – 2020 Page 57 of 111 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. 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 Moses Lake Council Packet 2-23-21, Page 189 of 339 Community Street and Utility Standards – 2020 Page 58 of 111 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 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) Moses Lake Council Packet 2-23-21, Page 190 of 339 Community Street and Utility Standards – 2020 Page 59 of 111 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: 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. Moses Lake Council Packet 2-23-21, Page 191 of 339 Community Street and Utility Standards – 2020 Page 60 of 111 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. 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 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 Moses Lake Council Packet 2-23-21, Page 192 of 339 Community Street and Utility Standards – 2020 Page 61 of 111 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. 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 Moses Lake Council Packet 2-23-21, Page 193 of 339 Community Street and Utility Standards – 2020 Page 62 of 111 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 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: Moses Lake Council Packet 2-23-21, Page 194 of 339 Community Street and Utility Standards – 2020 Page 63 of 111 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 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 Moses Lake Council Packet 2-23-21, Page 195 of 339 Community Street and Utility Standards – 2020 Page 64 of 111 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 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 Moses Lake Council Packet 2-23-21, Page 196 of 339 Community Street and Utility Standards – 2020 Page 65 of 111 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: 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: 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 Moses Lake Council Packet 2-23-21, Page 197 of 339 Community Street and Utility Standards – 2020 Page 66 of 111 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 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 Moses Lake Council Packet 2-23-21, Page 198 of 339 Community Street and Utility Standards – 2020 Page 67 of 111 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. 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 Moses Lake Council Packet 2-23-21, Page 199 of 339 Community Street and Utility Standards – 2020 Page 68 of 111 The section is supplemented with the following: 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 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. Moses Lake Council Packet 2-23-21, Page 200 of 339 Community Street and Utility Standards – 2020 Page 69 of 111 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 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 Moses Lake Council Packet 2-23-21, Page 201 of 339 Community Street and Utility Standards – 2020 Page 70 of 111 7-15.1 GENERAL The section is replaced with the following: 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. Moses Lake Council Packet 2-23-21, Page 202 of 339 Community Street and Utility Standards – 2020 Page 71 of 111 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. 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. Moses Lake Council Packet 2-23-21, Page 203 of 339 Community Street and Utility Standards – 2020 Page 72 of 111 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: 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: Moses Lake Council Packet 2-23-21, Page 204 of 339 Community Street and Utility Standards – 2020 Page 73 of 111 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 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: Moses Lake Council Packet 2-23-21, Page 205 of 339 Community Street and Utility Standards – 2020 Page 74 of 111 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. 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: Moses Lake Council Packet 2-23-21, Page 206 of 339 Community Street and Utility Standards – 2020 Page 75 of 111 Detectable Marking Tape 9-15.18 7-18.3 CONSTRUCTION REQUIREMENTS 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 Moses Lake Council Packet 2-23-21, Page 207 of 339 Community Street and Utility Standards – 2020 Page 76 of 111 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 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: Moses Lake Council Packet 2-23-21, Page 208 of 339 Community Street and Utility Standards – 2020 Page 77 of 111 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. 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 Moses Lake Council Packet 2-23-21, Page 209 of 339 Community Street and Utility Standards – 2020 Page 78 of 111 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 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 Owner to remove a wastewater 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. Meters for wastewater flows shall be certified annually by the property owner, or the meter shall be self-testing, or an additional wastewater meter shall be installed in series to verify that both meters measure identical flows. All wastewater flow meters shall either include an Itron 100W+ series remote reader (ert) that is compatible with the City billing department apparatus for reading the meter remotely, or the reader shall be installed at an above-ground location that is accessible to City personnel. For installations without an ert, monthly readings shall be submitted by the owner to the City Wastewater Division and Billing Department by the property owner. 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 Moses Lake Council Packet 2-23-21, Page 210 of 339 Community Street and Utility Standards – 2020 Page 79 of 111 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. 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: Moses Lake Council Packet 2-23-21, Page 211 of 339 Community Street and Utility Standards – 2020 Page 80 of 111 A stormwater construction permit is required from WSDOE prior to construction for all construction projects that are one acre or larger 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. 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. Moses Lake Council Packet 2-23-21, Page 212 of 339 Community Street and Utility Standards – 2020 Page 81 of 111 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: 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 Moses Lake Council Packet 2-23-21, Page 213 of 339 Community Street and Utility Standards – 2020 Page 82 of 111 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: 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 Moses Lake Council Packet 2-23-21, Page 214 of 339 Community Street and Utility Standards – 2020 Page 83 of 111 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 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: Moses Lake Council Packet 2-23-21, Page 215 of 339 Community Street and Utility Standards – 2020 Page 84 of 111 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. 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 not spray water on the surface of the concrete for finishing; however, a very light mist may be acceptable by the Engineer. Moses Lake Council Packet 2-23-21, Page 216 of 339 Community Street and Utility Standards – 2020 Page 85 of 111 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. 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 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. Moses Lake Council Packet 2-23-21, Page 217 of 339 Community Street and Utility Standards – 2020 Page 86 of 111 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 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. 11 10 with the following: 11. 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: 13. 12. Sawcuts shall be clean and dry prior to loop installation. Loops shall be cut, rope installed, and cuts sealed the same day. 14. 13. Sawcuts shall extend 6 inches beyond the angle cut. Rope shall extend and terminate 6 inches beyond the sawcut angle points. Moses Lake Council Packet 2-23-21, Page 218 of 339 Community Street and Utility Standards – 2020 Page 87 of 111 8-21 PERMANENT SIGNING 8-21.3 CONSTRUCTION REQUIREMENTS 8-21.3(1) LOCATION OF SIGNS The section is replaced with the following: 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: Moses Lake Council Packet 2-23-21, Page 219 of 339 Community Street and Utility Standards – 2020 Page 88 of 111 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 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 Moses Lake Council Packet 2-23-21, Page 220 of 339 Community Street and Utility Standards – 2020 Page 89 of 111 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 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 Moses Lake Council Packet 2-23-21, Page 221 of 339 Community Street and Utility Standards – 2020 Page 90 of 111 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 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 5 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 Moses Lake Council Packet 2-23-21, Page 222 of 339 Community Street and Utility Standards – 2020 Page 91 of 111 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 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 Moses Lake Council Packet 2-23-21, Page 223 of 339 Community Street and Utility Standards – 2020 Page 92 of 111 This work shall include the installation of Tree Grates including exposed aggregate concrete work and grate frame installation. 8-32.2 MATERIALS 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 Moses Lake Council Packet 2-23-21, Page 224 of 339 Community Street and Utility Standards – 2020 Page 93 of 111 Sealer 9-38 Retardant 9-39 8-33.3 CONSTRUCTION REQUIREMENTS 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 water-tight. 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). Moses Lake Council Packet 2-23-21, Page 225 of 339 Community Street and Utility Standards – 2020 Page 94 of 111 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. 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: Moses Lake Council Packet 2-23-21, Page 226 of 339 Community Street and Utility Standards – 2020 Page 95 of 111 9-03.12(5) GRAVEL BACKFILL FOR DRYWELLS The section is revised by replacing the gradation requirements as follows: Sieve Size Percent Passing 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 AND CRACK SEALING MATERIALS The following Section (9-04.13) is added: 9-04.10 13 CRACK SEALING ̶ RUBBERIZED ASPHALT The section is replaced with the following: 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: Moses Lake Council Packet 2-23-21, Page 227 of 339 Community Street and Utility Standards – 2020 Page 96 of 111 Authorized ring and covers for City wastewater manholes and City drain manholes or type II catch basins shall be D & L Foundry, A-2000, with City logo on the cover in accordance with the details. Authorized ring and covers for private manholes that are connected to the City Sewer shall not have the City logo, include the following: D & L Foundry A-2000 East Jordan Iron Works, Inc. Frame: 3700Z, Cover: 3700C DI Olympic Foundry MH30K-ML 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-4432.02(with vaned grate) D & L Foundry I-4432.03(with bi-directional vaned grate) D & L Foundry I-4437 (Round CB) 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. For round catch basins, provide submittal of frame and grate to Engineer for approval. Frames shall include a full ledge for grate support. 9-05.50 PRECAST CONCRETE DRAINAGE STRUCTURES 9-05.50(2) MANHOLES The section is supplemented with the following: 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 inches Moses Lake Council Packet 2-23-21, Page 228 of 339 Community Street and Utility Standards – 2020 Page 97 of 111 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 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 9-14.6(8) 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. Sod shall be mature, densely-rooted grass, and shall possess the following characteristics: Uniformity Acceptable color Freedom from weeds and weed seeds Adequate sod strength for handling The following section (9-14.8)(9-14.9) is added: 9-14.8 9 TREES Tree variety and spacing shall be as shown in the Construction Plans. Moses Lake Council Packet 2-23-21, Page 229 of 339 Community Street and Utility Standards – 2020 Page 98 of 111 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: 9-14.9 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 (9-14.10) (9-14.11) is added: 9-14.10 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 meter tiles water services in accordance with Section 9-30.6(7) with ring and covers for 2-inch meter tiles water services in accordance with Section 9-30.8. 9-15.11 CROSS CONNECTION CONTROL DEVICES Moses Lake Council Packet 2-23-21, Page 230 of 339 Community Street and Utility Standards – 2020 Page 99 of 111 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: 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 The color of detectable warning surfaces for curb ramps shall be Federal Yellow. 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. Moses Lake Council Packet 2-23-21, Page 231 of 339 Community Street and Utility Standards – 2020 Page 100 of 111 D & L Foundry, Catalog No. H-88XX Tactile Warning Plates. 9-22 MONUMENT CASES 9-22.1 MONUMENT CASES, COVERS, AND RISERS 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. Moses Lake Council Packet 2-23-21, Page 232 of 339 Community Street and Utility Standards – 2020 Page 101 of 111 9-30 WATER DISTRIBUTION MATERIALS 9-30.3 VALVES 9-30.3(1) GATE VALVES ̶ 3 INCHES TO 16 INCHES 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 Moses Lake Council Packet 2-23-21, Page 233 of 339 Community Street and Utility Standards – 2020 Page 102 of 111 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: 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 Moses Lake Council Packet 2-23-21, Page 234 of 339 Community Street and Utility Standards – 2020 Page 103 of 111 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 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 Moses Lake Council Packet 2-23-21, Page 235 of 339 Community Street and Utility Standards – 2020 Page 104 of 111 The following saddles are authorized for installation for 2-inch service lines: Romac 202S Ford 202S 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. Moses Lake Council Packet 2-23-21, Page 236 of 339 Community Street and Utility Standards – 2020 Page 105 of 111 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 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). Moses Lake Council Packet 2-23-21, Page 237 of 339 Community Street and Utility Standards – 2020 Page 106 of 111 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. 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 Moses Lake Council Packet 2-23-21, Page 238 of 339 Community Street and Utility Standards – 2020 Page 107 of 111 2-inch service and larger D & L Foundry A-2000 All covers for water services within the City right-of-way shall have the City logo in accordance with the details. The City logo is not authorized for water services on private property. The following section (9-30.9) is added: 9-30.9 TRACER WIRE 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 Moses Lake Council Packet 2-23-21, Page 239 of 339 Community Street and Utility Standards – 2020 Page 108 of 111 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: 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: Moses Lake Council Packet 2-23-21, Page 240 of 339 Community Street and Utility Standards – 2020 Page 109 of 111 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. 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. DETAIL DRAWING INDEX TITLE DETAIL NO. STREET 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 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 Moses Lake Council Packet 2-23-21, Page 241 of 339 Community Street and Utility Standards – 2020 Page 110 of 111 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 Stormwater Tee A-28 Infiltration Gallery A-28 Temporary Gravel Cul-De-Sac A-29 Infiltration Gallery A-30 Moses Lake Council Packet 2-23-21, Page 242 of 339 Community Street and Utility Standards – 2020 Page 111 of 111 TITLE DETAIL NO. WATER 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 TITLE DETAIL NO. SEWER 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 2-23-21, Page 243 of 339 CODE CHAPTER 12.12 SEE MOSES LAKE MUNICIPALPAVER DISTRICT E L D E R S T R E E T WAY C H E S T N U T S T R E E T SEVE NT H AV E N U E FIFTH A VE N UE D O GW O O D S T R E E T PARK McCO SH FI R S T E LM S T SIXTH AV E N U E B E E C H S T A S H S TBROAD W AY A V EN U E D A T E S T BROA D W A Y AV E N U E DI V I S I O N S T R E E T A S H S T R E E TTHIRD AVE NU E B A L S A M S T R E E T C H E S T N U T S T PIONEER B A L S AM S T R E E T COMMERCIAL AVENU E WALNUT AV E B L O C K S T R E E T FI G S T R E E T STRATFORD ROADNOTES: 1. CONSTRUCTION PLANS MAY BE REQUIRED FROM A PROFESSIONAL ENGINEER PRIOR TO AUTHORIZATION FROM THECITY. 2. PAVERS MAY BE AUTHORIZED OUTSIDE OF THE PAVER DISTRICT. OWNER SHALL BE RESPONSIBLE FOR ALL COSTS OFINSTALLATION AND MAINTENANCE OF THE PAVERS. 3. ALL CONSTRUCTION AND MATERIALS SHALL MEET THESPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OFMOSES LAKE.DATE REVISION BY 08/18 AMENDED MLL RPM NONE 12/12 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-1-PAVERS.DWG PLOT: August 16, 2018 at: 10:26amC E D A R S T R E E T B E E C H S T R E E T FOURT H AVE N UE A L D E R S T R E E T Moses Lake Council Packet 2-23-21, Page 244 of 339 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 STREETSSECONDARY 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 DIVISION\\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-2-STREET.dwg PLOT: August 16, 2018 at: 10:26am 1 FT.1.5 FT.1 FT.1.5 FT.± 3:1 (H:V)Moses Lake Council Packet 2-23-21, Page 245 of 339 NOTES: 1. ALLEYS IN RESIDENTIAL AREAS SHALL BE GRADED AND HAVE 4INCHES 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 THESPECIFICATIONS 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 DRIVEWAY2% SLOPE TYPICAL SLOPE VARIES 1% SLOPE DRYWELL OR OTHERAUTHORIZED STORMWATERTREATMENT 10 FEET 10 FEET 20 FEET MINIMUM 10 FEET SIDEWALKWIDTH VARIES DATE REVISION BY 08/18 AMENDED MLL RPM NONE 01/10 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-3-ALLEY.DWG PLOT: August 16, 2018 at: 10:26amMoses Lake Council Packet 2-23-21, Page 246 of 339 1/2 IN. 5 1/2 IN 12 IN. 1-IN. RADIUS 1/2-IN. RADIUS TYPE 'A'CURD CROSS SECTION TYPE 'A'CURB &GUTTER CROSS SECTION 1/2-IN.—^/—1/2-IN. RADIUS \ -1IN. /RADIUS r 7 IN.7 IN. 12 IN. 18 IN. DEPRESSED CURB RAMFhAND-DRWEWAY- CURB CROSS SECTION 3 IN DOWEL LOCATION FOR CURB REPLACEMENT PROJECTS .5 IN.R 9 IN .5 IN. R 6 IN. 1/2-IN.—v 6 IN.i—1/2-IN. RADIUS \ /RADIUS VARIES FROM 6 IN.TOO IN.«r-3/8 IN.M •5 N .A''i J CEMENT CONCRETE SIDEWALK CURB RAMP OR LANDING TYPICAL SECTION ROLLED CURB &GUTTER (FOR REPLACEMENT ONLY) NOTES: CONCRETE PEDESTRIAN CURB AT CURB RAMPS,LANDING 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 ANDGUTTER SHALLCONFORM TO WSDOT STANDARDSPECIFICATIONS, 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 SAWCUT, 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. jV.ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. yZ.DOWELS SHALLBE #4 REBAR INSERTED AT LEAST4 INCHES INTO EACH END OF CURB. 12.STAMPING OF MUNICIPAL AND PUBLIC UTILITIES ON THE FACE OF CURB MAY BE AUTHORIZED BY THE ENGINEER. TYPICAL PORTLAND CEMENT CONCRETE CURB k GUTTER MUNICIPAL SERVICES DEPT.-ENGINEERING DIVISION CITY OF MOSES LAKE GRANT COUNTY WASHINGTON A-4 Moses Lake Council Packet 2-23-21, Page 247 of 339 5 FT. 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 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 FTALIGN WITH CONTROL JOINTS AS DIRECTED BY ENGINEER CONTROL JOINTSSEE NOTE 1. INSTALL TWO OR MORE NO. 4 REBAR AT EACH END. 4 IN. INTO NEW AND EXISTING CONCRETE. PLANTER AREA IRRIGATION CONDUIT SIDEWALK5 OR 6 FT. 1% TO2% 1%TO2% CURB AND GUTTER DATE REVISION BY 08/18 AMENDED MLL RPM NONE 01/13 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-5-SIDEWALK.dwg PLOT: August 16, 2018 at: 10:26amMoses Lake Council Packet 2-23-21, Page 248 of 339 .„«*«#«"*"8%8%PLANTERAREA///IRRIGATIONCONDUIT/-5FT.\5FT.\\PLANTERAREAOPTIONANOTES:1.ALLJOINTSSHALLBECLEAN&EDGED.REFERTODETAILA-5ASFORLOCATION.2.ONEINCHOFMAINTENANCEROCKREQUIREDUNDERALLCONCRETE.3.CURINGSHALL BEPERSECTION8-14.3(4).4.UPTOTWODRIVEWAYSAUTHORIZEDPERRESIDENCEORONEBUSINESS,UNLESSAPPROVEDINWRITINGBYTHEMUNICIPALSERVICESDIRECTOR.5.CONCRETESHALLBE6INCHESTHICKINDRIVEWAYFROMTOPOFTAPERTOTOPOFTAPER.6DRIVEWAYSSHALLBEBROOMFINISHEDPERPENDICULARTOTHEROADWAY.7. INPLANTERAREAS,A2-INCHSCHEDULE40PVCPIPEWITHCAPSSHALLBEINSTALLED12-INCHESDEEPUNDERTHESIDEWALKWITH6-INCHESOFSANDBEDDING.8.SETBACKSFROMINTERSECTIONSAREMEASUREDFROMTHEFRONTFACEOFTHEEXISTINGORPROJECTEDCURBOFTHEINTERSECTINGSTREET.9SEEDETAILA-4FORCURBCROSSSECTION.EXISTINGCURBMAYBESAWCUTFORDRIVEWAYACCESS.10.OPTIONBISREQUIREDWHENDRIVEWAYSARECONSTRUCTEDINAREASWITHOUTPLANTERSTRIPS.11.RAMPSONOPTIONBSHALLBEEXTENDEDASNECESSARYTOPROVIDEPEDESTRIANACCESSAT8%ORLESS,ORTHERAMPSHALLBEEXTENDEDFORATOTALLENGTHOF15FEETINTHEDIRECTIONOFPEDESTRIANTRAVEL.12.ALLCONSTRUCTIONANDMATERIALSSHALLMEETTHESPECIFICATIONSANDREQUIREAUTHORIZATIONBYTHECITYOFMOSESLAKE.6FT.'VAWES•MAYBEREDUCEDTO18INCHESADJACENTTOPLANTERAREA11%TO2.0%1%TO2.0%5TO10FEETLENGTHVAR^SLENGTHVARIESWIDTHVAR>ESOPTIONB-CHANGEOFSLOPECONTROLJOINTSDRIVEWAYSEPARATION (MEASURED FROM BOTTOM OF THE TAPERS)DISTANCEFROMINTERSECTIONSDISTANCEFROMINTERIORLOTLINESSEPARATIONBETWEENDRIVEWAYSONONELOTDRIVEWAYWIDTHSINGLEANDDUPLEX.10TO30FEETOTHER10TO40FEETPRIMARYSTREET100FEET30FEET100FEETSECONDARYSTREET75FEET20FEET75FEETCOMMERCIALTERTIARYSTREET50FEET20FEET60FEFTRESIDENTIALTERTIARYSTREET30FEETTAPERLENGTH\ 2I 1 1 IRESIDENTIALSTREET30FEETTAPERLENGTH12FEETPORTLANDCEMENTCONCRETEDRIVEWAYMUNICIPALSERVICESDEPT.-ENGINEERINGDIVISIONCITYOFMOSESLAKEGRANTCOUNTYWASHINGTONA-6Moses Lake Council Packet 2-23-21, Page 249 of 339 DETECTABLE WARNING AREA PATTERN (TYP SEE DETAIL) RAMP PLAN 0.18"-0.20"-,H Hc ELEVATION TRUNCATED DOMES PATTERN DETAIL DEPRESSED CONCRETE CURB PAVEMENT CSTC COMPACT TO 95% MODIFIED PROCTOR IRRIGATION CONDUIT 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 MIN MAX A 1 5/8 IN.2 3/8 IN. 3 5/8 IN.1 1/2 IN. C 7/16 IN.3/4 IN D 7/8 IN.1 7 '••IN DETECTABLE WARNING SURFACE CONCRETE SIDEWALK 1 INCH OF MAINTENANCE ROCK 1 INCH OF MAINTENANCE ROCK ELEVATION GENERAL NOTES: 1 SEE-'~~IL A-4 FOR CONSTRUCTION OF DEPRESSED CONCRETE CURB AND GUTTER FOR RAMPS. 2.SEE SIDEWALK DETAIL A-5 FOR CONSTRUCTION OF CONCRETE SIDEWALK. 3.SIDEWALK RAMP SHALL BE 4.0-INCHES THICK. 4.SIDEWALK RAMP SHALL BE BROOM FINISHED PERPENDICULAR TO BACK OF CURB. 5.SIDEWALK RAMP SLOPES SHALL 8%OR LESS.EXCEPT THAT THE 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. CURB RAMP DETECTABLE WARNING AREA CONSTRUCTION DETAIL MUNICIPAL SERVICES DEPT.-ENGINEERING DIVISION RPM CITY OF MOSES LAKE A-7v,h:. NONE GRANTCOUNTY WASHINGTON Moses Lake Council Packet 2-23-21, Page 250 of 339 V-LOCK SIGN ANCHOR NOTES: 1. EXACT LOCATION OF THE SIGN AND ANCHOR WILL BE ESTABLISHED BY THE CITY AT THE TIME OF INSTALLATION. 2. V-LOCK SIGN ANCHORS AND WEDGES WILL BE SUPPLIED BY THE CITY. 3. NO PORTION OF THE SIGN SHALL OVERHANG THE SIDEWALK ORCURB. 4. THIS INSTALLATION SHALL BE ONLY FOR AREAS WITH PLANTERSTRIPS, WITHOUT SIDEWALKS, OR WITHOUT ADEQUATE SPACE BEHIND THE SIDEWALK AS APPROVED BY THE ENGINEER. 5. IF CONCRETE IS PLACED AROUND V-LOCK, ENSURE V-LOCKDRAINAGE IS NOT BLOCKED. 6. ALL CONSTRUCTION AND MATERIALS SHALL MEET THESPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. SIDEWALK PLANTER AREA SIGN PLAN VIEW 2 FT. OR GREATER SIGN 5 FT. CURB 7 FEET OR GREATER2.0 FT. OR GREATER SIGN SECTION VIEWWEDGE (PICK HOLE ON TOP)10.5 FT. SIGN POST 2-3/8 INCH O.D.GALVANIZED IRONPIPE 0.095 INCH WALL THICKNESS TRAFFICFLOW SIGN SEE NOTE 5. DATE REVISION BY 08/18 AMENDED MLL RPM NONE 01/10 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-8-STREET SIGN.dwg PLOT: August 16, 2018 at: 10:26amMoses Lake Council Packet 2-23-21, Page 251 of 339 •s 9 <Jl NOTES: 1.CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCEWITH ASTM C 478 (AASHTO M 199) AND ASTM C 890. 2.PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS.KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2 INCHES. 3.AN ENTRY COUPLING OR SAND COLLAR IS REQUIRED FOR PVC PIPEWHERE THE PIPE PENETRATESTHE CATCH BASIN BASE. 4.DEPTH FROM PIPE INVERTTO FINISH GRADE SHALL BE 5 FEET OR LESS. 5.COVER FROM TOP OF PIPETO FINISH GRADE UNDER SIDEWALKS SHALL BE2 FEET OR MORE.COVER FROM TOP OF PIPE TO FINISH GRADE UNDER ROADWAYS SHALL BE 3 FEET OR MORE FOR PVC PIPE AND 18 INCHES OR MORE FOR DUCTILE IRON PIPE. 6.ADJUSTMENT RINGS AND THE CATCH BASIN GRATE SHALL BE WITHIN ONE INCH OFTHE VERTICAL ALIGNMENTOF THE CATCH BASIN.PLACE CONCRETE AROUND OUTSIDE OF ADJUSTMENT RINGS AND GRATE. 7.CONTRACTOR SHALL USE D&L FOUNDRY FRAME No.I-4437 WITH VANED OR BI-DIRECTIONALGRATE. 8.ENGINEER MAY REQUIRE DRAINAGE TEE.SEE STANDARD DETAIL A-28. 9.ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BYTHE CITYOF MOSES LAKE. 30"ROUND CATCH BASIN MUNICIPAL SERVICES DEPT.-ENGINEERING DIVISION DRAWN MLL CHECK MORO SCALE NONE DATE 09/20 CITY OF MOSES LAKE GRANTCOUNTY WASHINGTON A-9 Moses Lake Council Packet 2-23-21, Page 252 of 339 FRAME -i LOCATE IN THE CENTER OF THE SIDEWALK NOTES 1.4-INCHES TO 16 INCHES OF ADJUSTMENT RINGS ARE REQUIRED. 2.PLACE CONCRETE AROUND OUTSIDE OF ADJUSTMENT RINGS AND FRAME. 3.PRECAST CONE SECTION MAY BE CONCENTRIC OR ECCENTRIC. 4.INSTALL SAND COLLAR AND GROUT SEAL PVC PIPE WHERE THE PIPE PENETRATES THE DRYWELL. 5.DRYWELLS NOT IN SIDEWALK SHALL BE PLACED IN A 6-FT.BY 6-FT. BY 6-IN.CONCRETE PAD AT FINISH GRADE. 6.DRYWELL SHALL BE PLACED 15 FEET FROM OTHER UTILITY STRUCTURES AND 5 FEET FROM OVERHEAD UTILITIES. 7."DRAIN"SHALL BE CAST IN THE LID. 8.PRIOR TO CONSTRUCTION,THE CITY SHALL RECEIVE APPROVAL FROM THE WSDOE PER SECTION 7-05. ).ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. DATE REVISION ••v::-...::..'•'-- PIPE MAY ENTER THF BARREL SECTION OF THE DRYWELL TYPE "A"DRYWELLS ARE INSTALLED WITHOUT THE UPPER BARREL SECTION 6-INCH DRAIN HOLES PRECAS"BASF 48-INCH PRECAST CONCRETE DRYWELL MUNICIPAL SERVICES DEPT.-ENGINEERING DIVISION R°V CITY OF MOSES LAKE GRANTCOUNTY 'A'AS-l\GTO\A-10 Moses Lake Council Packet 2-23-21, Page 253 of 339 5 INCHES NOTES: 1. BRASS CAP SHALL BE 2 INCHES IN DIAMETER, OR GREATER. 2. AREA EXCAVATED TO INSTALL MONUMENT SHALL BE BACKFILLEDWITH CSTC TO WITHIN 9 INCHES OF FINISHED GRADE (THE BOTTOM OF THE MONUMENT CASE) AND COMPACTED TO 95% OFMAXIMUM DENSITY. THE VOID INSIDE THE MONUMENT CASESHALL ALSO BE FILLED WITH CSTC TO THE BOTTOM OF THE BRASS CAP. 3. ADJUST MONUMENT IN ASPHALT TO 1/4 INCH BELOW FINISHGRADE. 4. "MON" SHALL BE CAST INTO THE LID. 5. ALL CONSTRUCTION AND MATERIALS SHALL MEET THESPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OFMOSES 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. EXISTINGPAVEMENT EXISTINGCSTCCONCRETECONCRETE EXISTINGPAVEMENT EXISTINGCSTC CSTC CSTC 24 INCHES3-INCH IRON PIPEFILLED WITHCONCRETE CROSS SECTION VIEW ADJUSTMENT SLEEVE 6-INCH CAST OR DUCTILEIRON 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 \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-11A MONUMENT TYPE 1.dwg PLOT: August 16, 2018 at: 10:26amMO N PLAN VIEW CROSS SECTION VIEW MONUMENT COVER MONUMENT - TYPE I Moses Lake Council Packet 2-23-21, Page 254 of 339 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 (THEBOTTOM OF THE MONUMENT CASE) AND COMPACTED TO 95% OFMAXIMUM 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 THESPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OFMOSES LAKE. PLAN VIEWL.S.NO. RAEY 1-1/2 INCHES HMA 12-INCHES MIN. EXISTINGPAVEMENT EXISTINGCSTCCL 3000CONCRETE EXISTINGPAVEMENT EXISTINGCSTC CSTC CSTC 2 FEET 1.25 IN. SCHEDULE 40 GALVANIZED IRON PIPE CROSS SECTION VIEW ADJUSTMENT SLEEVE6-INCH CAST OR DUCTILEIRON PIPE, 12 INCHES LONG 6-INCHES CL 3000CONCRETE DATE REVISION BY 08/18 AMENDED MLL RPM NONE 12/12 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-11B MONUMENT TYPE 2.dwg PLOT: August 16, 2018 at: 10:26amMO N PLAN 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 2-23-21, Page 255 of 339 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 CONTROLDEVICES 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. 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 SAFETYSUPPLY. 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. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIREAUTHORIZATION BY THE CITY OF MOSES LAKE. TO BE USED ONLY AS REQUIRED OR AUTHORIZED BY THE MUNICIPAL SERVICES DIRECTOR. DATE REVISION BY 08/18 AMENDED MLL RPM NONE 12/12 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION 1 FT. 1 FT. 8. 7. WHERE ACCESS MAY BE REQUIRED BEYOND THE BARRICADE, ALTERNATE PASS-THROUGH BARRICADES MAY BE AUTHORIZED OR REQUIRED BY THE ENGINEER. 11/20 Moses Lake Council Packet 2-23-21, Page 256 of 339 WWWWWWWWWWW"Y"NOTES: 1. CUL-DE-SACS MAY BE INSTALLED AS APPROVED BY THEMUNICIPAL SERVICES DIRECTOR, WHERE THEY DO NOT HINDER THE CONNECTIVITY OF STREETS IN THESURROUNDING NEIGHBORHOOD. 2. CUL-DE-SACS MAY BE ECCENTRIC, AS APPROVED BY THEMUNICIPAL 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. MAXIMUMGRADE ON THE CUL-DE-SAC STREET IS 10 PERCENT. 5. PEDESTRIAN ACCESSES AND RIGHT-OF-WAY MAY BEREQUIRED TO CONNECT THE CUL-DE-SAC TO ADJACENT NEIGHBORHOODS. 6. ALL CONSTRUCTION AND MATERIALS SHALL MEET THESPECIFICATIONS 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 ATTHE INTERSECTING STREET ALONG THE CENTERLINE TO THE MONUMENT AT THECENTER OF THE CUL-DE-SAC. "R" IS MEASURED FROM CENTER OF THECUL-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 THEFOLLOWING 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 THEPLAT BOUNDARY. 3. THE ADJACENT PROPERTY IS UNPLATTED. 4. THE STREET SHOULD CONTINUE THROUGH THE ADJACENTPROPERTY 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 THEEND OF THE DEAD-END STREET.FIRST INTERSECTING STREE 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 \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-13 CUL-DE-SAC.dwg PLOT: August 16, 2018 at: 10:27amMoses Lake Council Packet 2-23-21, Page 257 of 339 DRAINAGE GRATE GRATE FRAME BELOW INLET GRATE DEVICE 5 INCH MAX TRIM CURB OVERFLOW BYPASS SEDIMENT AND DEBRIS FILTEREDWATER 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 MOSESLAKE. DATE REVISION BY 08/18 AMENDED MLL RPM NONE 12/12 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-14 INLET PROTECTION.dwg PLOT: August 16, 2018 at: 10:27amMoses Lake Council Packet 2-23-21, Page 258 of 339 1. NEW PUBLIC UTILITIES SHOULD BE INSTALLED IN PUBLIC UTILITY EASEMENT, OR WITHIN "NEW UTILITY ZONE" SHOWN ABOVEWITHIN 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 MUNICIPALSERVICES DIRECTOR WHEN ALTERNATE LOCATIONS ARE NOT FEASIBLE. 5. PUBLIC UTILITIES SHALL PROVIDE A VERTICAL CLEARANCE FROM MUNICIPAL UTILITIES OF AT LEAST 12-INCHES, SEPARATEDBY 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 ENGINEERINGDEPARTMENT FOR REVIEW AND OBTAIN APPROVAL PRIOR TO CONSTRUCTION. 9. PUBLIC UTILITIES WITHOUT A FRANCHISE SHALL OBTAIN A STREET & UTILITY CONSTRUCTION PERMIT PRIOR TO DISTURBINGANY 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 MUNICIPALIMPROVEMENT. 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 UTILITYSHOULD 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 UTILITYZONENEW UTILITYZONE 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 \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-15 PUBLIC UTILITIES.dwg PLOT: August 16, 2018 at: 10:27amMoses Lake Council Packet 2-23-21, Page 259 of 339 TOP OF CURBAND TREE WELL NOTES: 1. WHEN INSTALLING BEHIND EXISTING CURB, USE CONTROLDENSITY BACKFILL TO SUPPORT UNDERMINED CURB. 2. TREE AND IRRIGATION NOT SHOWN FOR CLARITY. 3. ALL CONSTRUCTION AND MATERIAL SHALL MEET THESPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. WALL ADJACENT TO THECURB 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 BEPOURED USING ONLY THE INTERIOR FORM-WORK, PROVIDED THAT THE WALLS WILL BE AT LEAST 6-INCHES, BUT LESS THAN16-INCHES THICK; AND PROVIDED THAT THETOP 5-INCHES OF THE TREE PLANTER BOX INCLUDES THE EXTERIOR FORM-WORK. THETOP 5-INCHES OF THE TREE PLANTER BOXMAY BE POURED SEPARATELY FROM THE BASE, WITH FIBER-MESH CONCRETEANCHORED TO THE BASE WITH NO. 4 REBARPLACED VERTICALLY ON 12-INCH CENTERS. 54 in. 6 in. 5 in.3 in.TOPSOILTOP OF WALLAGAINST 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 \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-16 TREE PLANTER DETAIL.dwg PLOT: August 16, 2018 at: 10:27amMoses Lake Council Packet 2-23-21, Page 260 of 339 1 in. POLY. PIPE ASTM CLASS 80 D2239 SERVICE MAIN 1 in. x 1 in.x 1/2 in. TEE 2 STAINLESSSTEEL CLAMPS (TYP.) 1/2 i n . P V C IF THIS IS THE LAST TREE PLANTERIN THIS LINE, THEN INSTALL AQUICK 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. VALVEBOX WITHREMOVABLE LID. BUBBLER CLOSENIPPLE 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 WITH3/4 in. DRAIN ROCK QUICK COUPLERSIZE 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 JOINTSOR CONNECTIONS SHALL BE MADE UNDER SIDEWALK. PIPE SHALL HAVE A SAND BEDBETWEEN 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 ANDCAP 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 \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-17 TREE PLANTER IRRIGATION.dwg PLOT: August 16, 2018 at: 10:27amMoses Lake Council Packet 2-23-21, Page 261 of 339 VARIESBLACKDRIVEWAY RED H:V=12:1OR LESS EXISTING CURB & GUTTER SIDEWALK TOP OF TAPER BUILDING SIDE BRICK PAVER TYPE A CURB PAVERS 1 1/2" BEDDING SAND CONCRETE EDGE STRIP6 TO 18 in. 4" COMPACTED GRAVEL CONSTRUCTIONGEOSYNTHETICCOMPACTED CLEANNATIVE 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 #4REBAR. 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 OFMOSES 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 \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-18 LAYOUT PATTERN FOR PAVER DRIVEWAY.dwg PLOT: August 16, 2018 at: 10:27am1% TO 2% Moses Lake Council Packet 2-23-21, Page 262 of 339 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 INSTALLEDIN UTILITY STRUCTURE EDGING. 2. PAVERS SHALL BE INSTALLED 1/16 INCH TO 1/8 INCH ABOVEADJACENT CONCRETE SURFACES. 3. ALL CONSTRUCTION AND MATERIALS SHALL MEET THESPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OFMOSES LAKE. DATE REVISION BY 08/18 UPDATE MLL TMD NONE 09/1991 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-19 FLAG POLE HOLDER DETAIL.dwg PLOT: August 16, 2018 at: 10:27amMoses Lake Council Packet 2-23-21, Page 263 of 339 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 1-1/2in. W/ 1/2 in. HOLE IN CENTER (TYP.) USE 7/16 STAINLESS STEEL BOLT 1in. LONG INTO BACK OF CURB. NOTE: ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATIONBY 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 \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-20 TREE GRATE FRAME.dwg PLOT: August 16, 2018 at: 10:27amMoses Lake Council Packet 2-23-21, Page 264 of 339 REMOVE CITY LOGOS CAST IN PLACE 1/2 in.(TYP) OPENINGS SHALL NOT EXCEED 1/4-INCH WIDTH GRATE THICKNESS SHALL BE 1-INCH CAST IRON. TREE GRATENOTE: ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. MUNICIPAL SERVICES DEPT.-ENGINEERING DIVISION REVISION CHECK MORO SCALE CITY OF MOSES LAKE GRANT COUNTY WASHINGTON A-21 Moses Lake Council Packet 2-23-21, Page 265 of 339 ISTALL EXPOSED AGGREGATE CONCRETE,5 INCH DEPTH. INSTALL SIX,6-INCH LONG #4 REBAR EVENLY SPACED CEMENT CONCRETE CURB SECTION B-B REVISION THE TREE GRATE SHALL BE CENTERED. WITHIN 1/8 INCH,BETWEEN THE SIDES OF THE TREE PLANTER. REMOVE CITY LOGOS INSTALL TREE GRATE AND FRAME ASSEMBLY SO THE GAP AT ANY LOCATION IS 1/4 INCH OR LESS. 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. ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. TREE PLANTER GRATE MUNICIPAL SERVICES DEPT.-ENGINEERING DIVISION MORO CITY OF MOSES LAKE GRANT COUNTY WASHINGTON A-22 Moses Lake Council Packet 2-23-21, Page 266 of 339 TREE WRAP EXPOSED EDGES OF METALSTAKES SHALL BE FILED SMOOTH. TIE WIRE ENCASED INRUBBER HOSE METAL TREE STAKES ATTACHEDWITH 2 BOLTS TO GRATE. NURSERY PLANT DEPTHSOIL LINE 3 in. BELOW GRATE. (SOIL LINE AND ROOT CROWNSHALL 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 SHALLPASS 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 OFNURSERY 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 STEELFLAT 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 \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-23 TREE PLANTING DETAIL.dwg PLOT: August 16, 2018 at: 10:27amMoses Lake Council Packet 2-23-21, Page 267 of 339 SEELOOPINSTALLATIONNOTE10TYPE1LOOPPLANSYMBOLSEESPICEDETAIL&NOTESSEENOTE11BACKOFSTOPBAR1/2"SAWCUTSECTIONB-B©LEAD-IN| 1F•T—TYPICALCORNERSAWCUTLOOPSAWCUTDETAILSLOOPINSTALLATIONNOTES:%TYPE1LOOPWINDINGDETAILSNOTETHENUMBEROFTURNSSHALLBE ASSHOWNUNLESSNOTEDOTHERWISEINTHEPLANS©SEALANT-SEESTDSPEC8-20.3(14)C(?) 1WISTEDPOLYPROPYLENEROPE(SIZEDFORSNUGFIT)(3)LOOPWIRE-NUMBERVARIES(SEELOOPWINDINGDETAILS)0LEAD-INWIRESONEPAIRFOREACHLOOPSERVED3PAIRSMAXPERSAWCUT©EXTENDSAWCUTSUFFICIENTLENGTHTOPROVIDEFULLSAWCUTDEPTHAROUNDCORNERS©LENGTHMAYVARYWHENDIRECTEDBYENGINEERWHITECONDUCTORFORCONDUIISIZETOAMPLIFIERSEEPLANSBEDDINGPFRSPLICE PER STDSPECS9-29 12(2)FOILSHIELD•DRAINWIRECABLEJACKETPLASTICMOLDORHEATSHRINKTAPESOLDEREDCOMPRESSIONCONNECTION-OFFSETFROMEACHOTHER(TYP)WIREFROMLOOPWIRETOLOOPDETECTORLEAD-INCABLE2C(SH)H•GROUNDDRAINWIREATCONTROLLERCABINETONLYBLACKCONDUCTORSPLICEDETAILTWOLAYERSVINYLELECTRICALTAPE(TYP)NOTE:SPLICE KITSHALL BECENTEREDONCONDUCTORSAND SUFFICIENT SLACK SHALL BE PROVIDEDSOTHATTHESPLICECANBERAISEDATLEAST12"ABOVEGROUNDLINE.RENCHDETAILTYPICALCONDUITPLACEMENTFORLOOPLEAD-INWIRESEDGEOFGUTTERSEEDETAILAFORPLANVIEWVCONDUITrINSTALLNON-METALLICBUSHINGAND SEAL CONDUITW/ELECTRICALPUTTY OFSILICONELEAD-INSAWCUTSDETAILALEAD-INSAWCUTS AND CONDUITPLACEMENTDETAIL1INSTALLJUNCTIONBOXANDLEAD-INCONDUIT2SAWLOOPSLOTSANDLEAD-INSLOTS3 LAY OUTLOOPWIREBEGINNINGATJUNCTIONBOXALLOWING5'SLACK4.INSTALLWIREINLOOPSLOTSEELOOPWINDINGDETAIL5RETURNTOJUNCTIONBOX ANDIDENTIFYLEADSWITHPLANDETECTORNUMBERAND "S'FORSTARTANDT"FORFINISH6TWISTEACH PAIR OF LEAD-INWIRESTWOTURNSPERFOOTFROMLOOPTOJUNCTIONBOX ANDINSTALL IN LEAD-IN SLOT ANDCONDUITREVERSEDIRECTIONOF TWISTFOREACHSUCCESSIVEPAIRINSTALLED7CONSTRUCTSUPPLEMENTALSPLICECONTAININGANYSERIESOR PARALLELLOOPCONNECTIONSREQUIREDIN PLANSSUPPLEMENTALSPLICESARESUBJECTTO THE SAMEREQUIREMENTSSHOWNFORTHELOOPLEADANDSHIELDCABLESPLICE8SPLICELOOPLEADS ORSUPPLEMENTALSPLICELEADS TOSHIELDEDCABLE ASNOTED9COMPLETEINSTALLATIONANDTESTLOOPCIRCUITSORCOMBINATIONLOOPCIRCUITSSEESTDSPEC8-203(14)D10.FRONTOFLOOPSHALLBEMEASUREDFROMBACK OFSTOPBARORBACKOFCROSSWALKWHERENOSTOPBARISINSTALLED11 SEAL END OF CONDUIT WITH ELECTRICAL PUTTY OR SILICONE12EACHLEAD-INWIRESHALLBETWISTEDATLEAST6TIMESPERFOOTBETWEENTHEINDUCTIONLOOPWIRESANDTHEDETECTORSLEAD-INCABLES.13WHENCONSTRUCTIONACTIVITIESCAUSEDAMAGETOEXISTINGINDUCTIONLOOPSLEAD-INWIRESORLEAD-INCABLESREPLACEMENTSHALLBEINACCORDANCEWITHTHISDETAILANDASDIRECTEDBYTHEENGINEER14ALLCONSTRUCTIONANDMATERIALSSHALLMEETTHESPECIFICATIONSANDREQUIREAUTHORIZATIONBYTHECITYOFMOSESLAKE15 INDUCT I'"''-FOF•.•".'•••'•INDUCTION LOOPDETAILMUNICIPALSERVICESDEPT. - ENGINEERINGDIVISIONCITYOFMOSESLAKEGRANTCOUNTYWASHINGTONA-24JMoses Lake Council Packet 2-23-21, Page 268 of 339 STREET ROW W PEDESTRIANPATH OR ACTIVITYTRAIL 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 WITHSIDEWALKS 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 SHALLBE AT LEAST 10 FEET. 4. PEDESTRIAN PATHS SHALL BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE, 4 INCH DEPTH, ON 1-INCH MAINTENANCEROCK. 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 SIDEWALKWIDTH, 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. ALIGNWITH 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 WITHINDRIVEWAYS 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 INTHE 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 MOSESLAKE. VARIES RIGHT-OF-WAY OREASEMENT BOUNDARY DATE REVISION BY 08/18 AMENDED MLL RPM NONE 03/14 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-25 TYPICAL PEDESTRIAN PATH OR ACTIVITY TRAIL.dwg PLOT: August 16, 2018 at: 10:28am4 IN. Moses Lake Council Packet 2-23-21, Page 269 of 339 NOTES: (A-2000 7 REMOVE LOGO 1 IN. PICK HOLE 1 IN.-J 25 IN SECTION A-A -2—r 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 1.CITY LOGO SHALL BE ON ALL NEW STORMWATER LIDS THAT WILL DC MAINTAINED DY Tl IC CITY. 2. CITY LOGO 10 NOT AUTIIORIZCD TO DE INSTALLED ON GTORMWATER LIDO Tl IATARC NOT MAINTAINED DY Tl IE CITY. 2X ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. STORM DRAIN MANHOLE LID MUNICIPAL SERVICES DEPT.-ENGINEERING DIVISION CHECK SCALE CITY OF MOSES LAKE GRANTCOUNTY WASHINGTON A-26 Moses Lake Council Packet 2-23-21, Page 270 of 339 NOTES:1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED.3. FRAME AND GRATE SHALL BE INSTALLED WITH FLANGE DOWN.4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2'' MINIMUM TO 2 1/2'' MAXIMUM.5. APPROVED MANHOLE RING AND COVER D &L FOUNDRY A-2000 MARKED ''DRAIN'' ONCOVER.6. WHERE EXISTING UTILITIES OR RIGHT-OF-WAY LIMITS CONSTRAIN THE SPACE, THEENGINEER MAY AUTHORIZE OR REQUIRE THE USE OF A TYPE 1 CATCH BASIN.7. WHERE DEPTH OF STORMWATER PIPE IS LESS THAN 24" ADJUSTMENT RINGS MAY BEOMITTED.8. CITY LOGO SHALL BE ON ALL NEW STORMWATER LIDS THAT WILL BE MAINTAINED BY THECITY.9. CITY LOGO IS NOT AUTHORIZED ON STORMWATER LIDS THAT ARE NOT MAINTAINED BYTHE CITY.10.ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIREAUTHORIZATION BY THE CITY OF MOSES LAKE.ECCENTRICIF ECCENTRIC, HOLE SHALL BE OPPOSITE OF OUTFALLCATCH BASIN DIMENSION TABLEDIA.WALLTHICKNESSBASETHICKNESSMAXIMUMKNOCKOUTSIZEMINIMUMDISTANCEBETWEENKNOCKOUTSBASE REINFORCING STEELIN² /FT IN EACH DIRECTIONINTEGRAL BASE SEPARATE BASE48''60''72''6''5''4''6"8''8''60''48''36''8''8''12''0.240.250.150.230.250.35MANHOLE RING AND COVERMANHOLE RINGAND COVERCIRCULAR ADJUSTMENTRINGS AS NEEDED.MORTARFILLETCIRCULAR ADJUSTMENT RINGS AS NEEDED.FLAT SLAB TOP WITH36-INCH CENTEREDACCESS HOLEAPPROVED ENTRY COUPLINGREINFORCING STEELO-RINGGRAVEL BACKFILL FORPIPE ZONE BEDDINGSEPARATE CASTIN PLACE BASE6"6"FLOWFLOWPRECAST BASEWITH INTEGRAL RISER12"6"12"1" MIN.2-1/2" MAX.24" MIN.48"SEPARATE PRECAST BASEDATE REVISION BY08/18AMENDED MLLRPMNONE12/12MORODRAWNCHECKDATESCALEWASHINGTONGRANT COUNTYMUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION\\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-27 TYPE-2 CATCH BASIN.dwg PLOT: August 16, 2018 at: 10:28am Moses Lake Council Packet 2-23-21, Page 271 of 339 PLANTERSTRIP(TYPICAL)INSPECTIONPORTPLANVIEW(D.5'ORGREATER12"PVC-•STORMSEWERCATCHBASINSTORMSEWER;SIDEWALKCATCHBASIN.SOLIDLIDSTANDARDMANHOLEFRAMEANDLIDriJ^iyCATCHBASIN.SOLIDLID5'PLANTERAREAOR10'SIDEWALK4"ADJUSTMENTRINGCONCRETECOLLAR6"DEPTHBELOWADJUSTMENTRING(TYP)5'SIDEWALKF53(BHINSPECTIONPORTimsm®^***SECTION(§)SC-310CHAMBER(DSC-310ENDCAP© 6"PVCPIPE.(6)GRAVELBACKFILLFORDRYWELLS.(DNATIVEMATERIALFORTRENCHBACKFILL.COMPACTIN 6"LIFTS.©NON-WOVENGEOTEXTILEFABRICPERCITYSTANDARDSPECIFICATION9-33.©WOVENGEOTEXTILEFABRIC.48"WIDTH.CONTINUOUSWITHOUTSEAMSBETWEENMAINTENANCECHAMBERANDDRAINROCK.(H)TYPICALSIDEWALKSECTIONPERDETAILA-5.®UNDISTURBEDNATIVESOILS.(J)PRESSUREIRRIGATIONPIPE.SDR51.PVC1120.21-INCHDIAMETER.®ADJUSTMENTRINGSASREQUIREDTOMEETFINISHGRADE.CONCRETECOLLARFULLDEPTHAROUNDADJUSTMENTRINGS.(GALLERYCENTEREDUNDERSIDEWALK)INFILTRATIONGALLERYMUNICIPALSERVICESDEPT.-ENGINEERINGDIVISIONDRAWNMLLCHECKSCALENONECITYOFMOSESLAKEGRANTCOUNTYWASHINGTONA-28}oe<uJd&--h*[iiMoses Lake Council Packet 2-23-21, Page 272 of 339 NOTES:1. CONSTRUCT TEMPORARY CUL-DE-SAC OF 4" COMPACTEDCSTC. 2. TEMPORARY CUL-DE-SAC MAY BE AUTHORIZED FOR NEWSUBDIVISIONS IN ACCORDANCE WITH THE MOSES LAKEMUNICIPAL CODE. 3. ALL CONSTRUCTION AND MATERIALS SHALL MEET THESPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITYOF 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 FT 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 \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\A-29 GRAVEL CUL-DE-SAC.DWG PLOT: August 16, 2018 at: 10:28amMLLAMENDED08/18 Moses Lake Council Packet 2-23-21, Page 273 of 339 10'10' SANITARY SEWER AND WATERSERVICES SHALL BE INSTALLED TO EDGE OF PUBLIC UTILITY EASEMENT. 1. ALL CONSTRUCTION ANDMATERIALS SHALL MEET THESPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OFMOSES LAKE. WATER METERS SHALL BE INSTALLED INTHE 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 \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\B-1-SERVICE LOCATIONS.dwg PLOT: August 16, 2018 at: 10:28amMoses Lake Council Packet 2-23-21, Page 274 of 339 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 CITYOF MOSES LAKE. ALL VOIDS SHALL BE FILLED WITH CONTROLLED DENSITY BACKFILL CUT EXISTING PAVEMENT LEAVING A VERTICAL FACE. TACK COAT THE FACESOF ALL CUTS PRIOR TO PLACING HMA. EXISTING CSTC1 FOOT EXISTING PAVEMENTPATCH ZONE 4 INCHESCSTC CURB PLANTER AREADATE REVISION BY 08/18 AMENDED MLL RPM NONE 01/10 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\B-2-PATCHING.dwg PLOT: August 16, 2018 at: 10:28amMoses Lake Council Packet 2-23-21, Page 275 of 339 <> MARKING TAPE TRACER WIRE TABLE B-3 <> FINISHGRADE ALL TRENCH COMPACTION SHALL BE 95%OFTHE MAXIMUM DENSITY Q. Q 2 WATER MAINS.SANITARY SEWER MAINS.AND STORM SEWER MAINS TRENCH WIDTH FOR MAINS (W) SHALL BE PIPE SIZE PLUS 18 INCHES. ALL TRENCHES SHALL MEETWAC CHAPTER 296-155 FOR CONSTRUCTION WORK. REQUIRED PIPE COVER "L"REQUIRED PIPE DIAMETER "D" WATER MAINS WATER SERVICES SEWER MAINS BUILDING SEWERS SANITARY SEWER PRESSURE MAINS SANITARY SEWER PRESSURE SERVICES STORM SEWER UNDER ROADWAY STORM SEWER UNDER SIDEWALK STORM SEWER -DUCTILE IRON 42 INCHES 30 INCHES 48 INCHES 36 INCHES 72 INCHES 72 INCHES 36 INCHES 24 INCHES 18 INCHES 8 INCH 1 INCH 8 INCH 4 INCH VARIES VARIES 10 INCH 10 INCH 10 INCH 8 INCH 8 INCH 8 INCH 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. ALLUTILITIES (PHONE, GAS, CABLETV.TELECOMMUNICATIONS,ELECTRIC. WATER, SEWER, STORM. ETC.) SHALLMEETTHE 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-REQUIRED 6. PIPE COVER (L)AND PIPE DIAMETER (D)MAY BE LONGERTHAN REQUIRE BYTABLEB-3. 7. BUILDING SEWERS SHOULD BE INSTALLED BELOW WATER LINES.CASING IS NOT REQUIRED ON BUILDING SEWERS. 8.ENGINEER MAYAPPROVE DEVIATIONS TO BUILDING SEWER LOCATIONS WHEN EXISTING CONDITIONS PREVENT COMPLIANCE WITH THIS DETAIL. 9. ALLCONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. TRENCHING AND BEDDING MUNICIPAL SERVICES DEPT.-ENGINEERING DIVISION AMENDED CITY OF MOSES LAKE GRANT COUNTY WASHINGTON B-3 Moses Lake Council Packet 2-23-21, Page 276 of 339 * 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 THEENGINEER. 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 ANDDEAD ENDS 90° BEND 45° BEND 22-1/2° BEND THRUST BLOCK BEARING AREA REQUIRED* SHACKLE EMBEDDED IN THRUSTBLOCK (#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 \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\B-4 THRUST BLOCK.dwg PLOT: August 16, 2018 at: 10:28amMoses Lake Council Packet 2-23-21, Page 277 of 339 NOTES: 1. TRACER WIRE SHALL BE TAPED AT 10-FOOT INTERVALS TO THE TOP OF ALL MAINS AND ON WATER SERVICE LINES UP TOWATER METER TILE. 2. VALVE BOX AND LID SHALL BE SET 1/4 INCH BELOW FINISH GRADE IN ASPHALT AREAS. IN UNPAVED AREAS SET VALVE BOX TOGRADE 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 OFMOSES LAKE. DATE REVISION BY 08/18 AMENDED MLL RPM NONE 12/12 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\B-5 VALVE INSTALLATION.dwg PLOT: August 16, 2018 at: 10:28am1-1/2 INCHES HMA HMA CSTC 12-INCHESOR GREATER EXTEND 3 FEET OF TRACERWIRE 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 THICKCONCRETE BLOCK UNDER VALVE FOR SUPPORT UNDISTURBED EARTH CONCRETE 6-INCH DEPTH CSTC 4-INCHES MARKING TAPE SPLICE VALVE TRACER WIRE TO PIPE TRACERWIRE WITH BRASS WIRECLAMP HMA CSTC Moses Lake Council Packet 2-23-21, Page 278 of 339 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 ANDSHACKLES ARE NOT ALLOWED ON HYDRANTS OR VALVES. 7. ALL FITTINGS SHALL BE DUCTILE IRON, WRAPPED IN 8-MIL POLYETHYLENE ENCASEMENT, EXCEPT FOR THE BARRELSECTION. 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 THEHYDRANTS. 10.WHERE A HYDRANT TEE IS INSTALLED ON AN EXISTING AC PIPE, INSTALL A THRUST BLOCK IN ACCORDANCE WITH DETAILB-4. 11.ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OFMOSES LAKE. 8 INCH x 12 INCH 2-INCH THICKCONCRETE BLOCK FOR SUPPORT TEE - MJ x MJ x FLANGE MJMJ SIX-INCH FLANGE x MJ RESILIENT SEATED GATE VALVE VALVE BOX TRACERWIRE FILTER FABRIC CONCRETE PAD EXPANSION JOINTSEE NOTE 3 6-INCH MIN. 2 FEETOR GREATER PUMPER CAP 5-INCH STORZ CONNECTION 1-FOOT ORGREATER HMA 2-INCHES TO6-INCHESCLEARANCE FROM BOTTOM OF BOLTS SAND BEDDING DRAINROCK DRAINROCK 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 \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\B-6 HYDRANT ASSEMBLY.dwg PLOT: August 16, 2018 at: 10:28am08/18 AMENDED MLL Moses Lake Council Packet 2-23-21, Page 279 of 339 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 SERVICE17 IN. ± 5 IN.2-INCH SERVICE 30 IN. ± 6 IN.DATE REVISION BYRPMNONE01/13MORODRAWNCHECKDATESCALEWASHINGTONGRANT COUNTYMUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION\\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\B-7 WATER SERVICE 1 & 2 INCH.dwg PLOT: August 16, 2018 at: 10:29am 08/18AMENDED MLLMoses Lake Council Packet 2-23-21, Page 280 of 339 DATE REVISION BY AR NONE 04/18 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\B-8 WATER SERVICE 3 & LARGER.dwg PLOT: August 16, 2018 at: 10:29amNOTES: 1. FOR 3-INCH WATER SERVICES INSTALL 4-INCH WATER SERVICE LINE FROM THE MAIN, REDUCED TO 3-INCHSERVICE IN THE VAULT. 2. BYPASS PIPING SHALL BE THE SAME SIZE AS THE SERVICE LINE. SINGLE BYPASS VALVE IS REQUIRED. AREDUCED BYPASS MAY BE APPROVED WITH WRITTENREQUEST FROM THE OWNER. 3. THE SERVICE LINE SHALL BE ADJUSTED TO MEET THEDEPTH 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 METERINSTALLATIONS 3 INCHES AND LARGER. STRAINERS WILL BE SERVICED AND MAINTAINED BY THE WATERDIVISION. WATERMAIN VALVE IN ACCORDANCEWITH DESIGNREQUIREMENTSROWFLOW FLOW 0.5' METER2 FT MIN.AC B A C B 0.5 MIN. UP STREAM PIPE DIAMETERSREQUIRED BY WATER METER DOWN STREAM PIPE DIAMETERS REQUIRED BY WATER METER STRAINER A C B 12 IN.TO24 IN. 6 INCHES OF COMPACTEDCRUSHED 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 THESPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. HATCH IN ACCORDANCE TOSTANDARD SPECIFICATIONS. 08/18 AMENDED MLL Moses Lake Council Packet 2-23-21, Page 281 of 339 *** * * ** ** 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 THECITY 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 \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\B-9 2-INCH BLOW-OFF ASSEMBLY.dwg PLOT: August 16, 2018 at: 10:29amMoses Lake Council Packet 2-23-21, Page 282 of 339 NOTES:1. MUNICIPAL UTILITIES THAT ARE AUTHORIZED BEYOND THE RIGHT-OF-WAY SHALL BE INSTALLED WITHIN A MUNICIPALEASEMENT 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 MUNICIPALEASEMENT WIDTHS. 5. 6-FOOT x 6-FOOT x 6-INCH CONCRETE PADS ARE REQUIRED AROUND ALL UTILITY STRUCTURES THAT ARE INSTALLED INNON-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-FEETMINIMUM 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 \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\B-10 ACCESS EASEMENT.dwg PLOT: August 16, 2018 at: 10:29am08/18 AMENDED MLL Moses Lake Council Packet 2-23-21, Page 283 of 339 w . ( L-2216 T 1.75 IN.HOLE FOR ANTENNA INSTALLATION REMOVE LOGO (1)EDGE PRY 12-1/2 IN. 7—T 3/8 IN SECTION A-A 1.LIDS WITH CITY LOGO MAY BE AUTHORIZED BY ENGINEER ON LIDS THAT WILL BE MAINTAINED BY THE CITY TO ALLOW NOTES'EXISTING STOCK TO BE DEPLETED. 1.CITY LOGO SI IALL BE ON ALL NEW WATER LIDS Tl lAT WILL BE MAINTAINED DY Tl IE etTY: 2.CITY LOCO IS NOT AUTI IORIZED TO BE INSTALLED ON WATER SERVICES Tl lAT ARE NOT MAINTAINED BY THE CITY. 2 X ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE. WATER METER LID 1-INCH SERVICE 1UNICIPAL SERVICES DEPT.-ENGINEERING DIVISION AMENDED CHECK VORO SCALE NONE CITY OF MOSES LAKE GRANT COUNTY WASHINGTON B-ll Moses Lake Council Packet 2-23-21, Page 284 of 339 ( A-2000 7 REMOVE LOGO 1 IN. PICK HOLE i_ 25 IN. 1.75 IN.HOLE FOR ANTENNA INSTALLATION 1 IN. "^^~~x~IT SECTION A-A 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. NOTES: 1. CITY LOGO 01IALL DC ON ALL NEW WATER LIDGTl lAT WILLBE MAINTAINED BY THE CITY. 2. CITY LOGO IGNOT AUTIlORIZED TO DE INSTALLED ON WATER SERVICES Tl lAT ARE NOT MAINTAINED DY Tl IE CITY. 2.X ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS ANDREQUIRE AUTHORIZATION BYTHE CITY OF MOSES LAKE. WATER MANHOLE LID 2-INCH AND LARGER SERVICE MUNICIPALSERVICES DEPT. -ENGINEERING DIVISION CHECK MORC NONE CITY OF MOSES LAKE GRANT COUNTY WASHINGTON B-12 Moses Lake Council Packet 2-23-21, Page 285 of 339 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-TYPECOUPLING PER 9-30.2(7) 1. CDF UNDER COUPLING AND REMAINING AC PIPETO CROWN OF PIPE.2. PLACE PLASTIC OVER ALL COUPLINGS PRIORTO CDF AC PIPE REPLACE WITH PVC PIPE AC PIPE OVER 5 FTOF EXPOSED PIPE 6 IN. 6 IN. 6 IN. 6 IN. CDF OR SANDBEDDING 6 INOVER PIPE BACKFILL 95% MAX. DENSITY 6 IN. UTILITY PIPE INSTALLATION OR REPAIR SAND BEDDING 6 IN. CROWN OF PIPE 6 IN. CDF TO CROWN OFWATERMAIN EITHER CDF, OR SAND BEDDING THAT ISMECHANICALLY COMPACTED 5 FT OR LESSOF EXPOSED PIPE AC WATERMAIN PIPE DATE REVISION BY RPM NONE 07/16 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\B-13 AC WATERMAIN CDF REQUIREMENTS.DWG PLOT: August 16, 2018 at: 10:29am08/18 AMENDED MLL NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL MEET THESPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITYOF MOSES LAKE. Moses Lake Council Packet 2-23-21, Page 286 of 339 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 DIVISION\\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\B-14 ALTERNATIVE TO TRAFFIC RATED VAULT FOR 1-IN WATER SERVICE.dwg PLOT: August 16, 2018 at: 10:29am 1-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 2-23-21, Page 287 of 339 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. SLOPECORNERS DOWN IN GRAVEL STREETS. 5. ADJUST MANHOLE LIDS IN ASPHALT 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 INVERTALT. 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 DIAMETERCONCRETE BARREL PRECAST CONCRETEECCENTRIC 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\2018 REVISED\C-1 SEWER MANHOLE.dwg PLOT: August 16, 2018 at: 10:29am08/18 AMENDED MLL Moses Lake Council Packet 2-23-21, Page 288 of 339 LENGTH VARIESNOTES:1. CLEANOUTS NOT IN ASPHALT SHALL BE CENTERED IN A 6-FOOT BY 6-FOOT BY 6-INCH CONCRETE PAD AT FINISHGRADE. SLOPE CORNERS DOWN IN GRAVEL STREETS. 2. ADJUST CLEANOUT LIDS IN ASPHALT 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 APPROVEDBY THE MUNICIPAL SERVICES DIRECTOR. PVCSEWER MAIN HMA OR CONCRETE RING AND LID HMA OR CONCRETE TRANSITION FROM PVC TODUCTILE 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\2018 REVISED\C-2 SEWER CLEANOUT.dwg PLOT: August 16, 2018 at: 10:29am08/18 AMENDED MLL Moses Lake Council Packet 2-23-21, Page 289 of 339 F L O W NOTES: 1. IN-LINE GASKETED-WYE SEWER FITTING SHALL BE USED ON NEW MAINS. GASKETED-WYE SEWER SADDLE WITHSTAINLESS 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 CITYOF 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 REBARWITH CAP #4 REBARWITH CAP3 FEET OR MORE DATE REVISION BY RPM NONE 01/13 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\C-3 BUILDING SEWER.dwg PLOT: August 16, 2018 at: 10:29am08/18 AMENDED MLL Moses Lake Council Packet 2-23-21, Page 290 of 339 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 18 FT. OF DUCTILE IRON PIPE TEE CONCRETE MANHOLE 15-FEETTO 4-FEET 6-INCH 6-INCH 3-INCH DATE REVISION BY RPM NONE 12/12 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION \\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\C-4 DROP MANHOLE CONNECTION.dwg PLOT: August 16, 2018 at: 10:29am08/18 AMENDED MLL Moses Lake Council Packet 2-23-21, Page 291 of 339 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 DIVISION\\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\C-5 AIR RELIEF ASSEMBLY.dwg PLOT: August 16, 2018 at: 10:30am SEE DETAIL "A"SEE DETAIL "A"STAINLESSSTEEL STRAP08/18AMENDED MLLMoses Lake Council Packet 2-23-21, Page 292 of 339 (I VALVE BOX (LID SHALL SAY SEWER) RIGHT-OF-WAY LINE SERVICE SADDLE TRACER WIRE,#10 COPPER CITY SEWER FORCE MAIN 6.ROADWAY CROSSING OUTSIDE CITY LIMITS SHALL REQUIRE AUTHORIZATION BY GRANT COUNTY PUBLIC WORKS. $ CORPORATION OTOP AND ""SCHEDULE 40 PVC SERVICE riT-TING-FQR-L-IVE -^FAP 2 INCH AWWA NON-RISING STEM, RESILENT WEDGE GATE VALVE WITH FIPT ENDS AND 2 INCH OPERATING NUT. NOTES"*~BRASS NIPPLE. 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 WIRE CLAMP 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 SERVICE DIRECTOR. 4. ALL CONNECTIONS TO SEWER MAIN SHALL BE FOR EFFLUENT ONLY,UNLESS AUTHORIZED BY MUNICIPAL SERVICE DIRECTOR. 5.ENGINEER WILL DETERMINE IF LIVE TAP IS REQUIRED BY OWNER FOR CONNECTION TO SEWER FORCE MAIN. IF LIVE TAP IS NOT REQUIRED,OWNER SHALL SUBMIT CONNECTION DETAILS TO THE ENGINEER FOR AUTHORIZATION PRIOR TO CONNECTION. 7 X ALLCONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BYTHE CITY OF MOSES LAKE. FOR ON-SITE REQUIREMENTS, SEE DETAIL€-97- C-7 FORCE MAIN SEWER CONNECTION c MUNICIPAL SERVICES DEPT -ENGINEERING DIVISION CITY OF MOSES LAKE GRANT COUNTY WASHINGTON C-6 Moses Lake Council Packet 2-23-21, Page 293 of 339 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 DIVISION\\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\C-7 ON-SITE FORCE MAIN SEWER CONNECTION.dwg PLOT: August 16, 2018 at: 10:30am 08/18AMENDED MLLMoses Lake Council Packet 2-23-21, Page 294 of 339 REMOVE LOGO 1 IN. PICK HOLE 1. LIDS WITH CITY LOGO MAY BE AUTHORIZED BYENGINEER ON LIDS THATWILLBE MAINTAINED BY THE CITY TOALLOW EXISTING STOCKTO BE DEPLETED. NOTES:~~T~CJTyT0G0 GI IALL DE ON ALL NEW GEWER LIDG Tl lAT WILL BE- MAINTAINED BY Tl IE CITY. " C A-2000 7 SECTION A-A SEWER MANHOLE LID 2 CITY LOGO IG NOT AUTI lORIZED TO DE INGTALLED ON GEWER 'SERVICES Tl lAT ARE NOT MAINTAINED DY Tl IE CITY. 2X ALL CONSTRUCTION AND MATERIALS SHALL MEET THE SPECIFICATIONS AND REQUIRE AUTHORIZATION BY THE CITY OF MOSES LAKE.MUNICIPAL SERVICES DEPT.-ENGINEERING DIVISION CITY OF MOSES LAKE IDATE [REVISION 11 108/18 IaMENDED T DRAWN CHECK MORO SCALE DATE NONE 01/16 GRANT COUNTY WASHINGTON C-8 Moses Lake Council Packet 2-23-21, Page 295 of 339 1 1 2 3 3 3 3 6 IN. HOT BOX 12 INCHES OR GREATER 1 UNION 2 1 INCH BALL VALVE 3 1 INCH TYPE K COPPER NOTES: CONSTRUCTION NOTES: 1. CONCRETE SLAB SHALL DRAIN AWAY FROM RPBA. SLABSHALL BE 1 FOOT WIDER AND LONGER THAN HOT BOX. WHERE UNIT IS IN LARGER PAD, MATCH ELEVATION OFLARGER PAD. 2. RPBA SHALL MEET SET BACKS SHOWN WITHIN HOT BOX, OR CONTRACTOR SHALL INCREASE SIZE OF HOT BOX TO MEETSET BACKS. 3. ALL CONSTRUCTION AND MATERIALS SHALL MEET THESPECIFICATIONS AND REQUIRE AUTHORIZATION BY THECITY OF MOSES LAKE. CONCRETE DRAIN ROCK PLAN VIEW 6 IN. DRAIN ROCK24" 6 IN. 6 IN. CONCRETE CONCRETE INSTALL 120 VAC RECEPTACLEPER ELECTRICAL SPECIFICATIONS DATE REVISION BY RLG NONE 03/13 MORO DRAWN CHECK DATE SCALE WASHINGTONGRANT COUNTY MUNICIPAL SERVICES DEPT. - ENGINEERING DIVISION 6 IN.\\ENG-SERVER\drawings\COMMUNITY STANDARDS\2018 REVISED\C-9 1-IN RPBA .DWG PLOT: August 16, 2018 at: 10:30am08/18 AMENDED MLL Moses Lake Council Packet 2-23-21, Page 296 of 339 HOT BOX HOT B O X NOTES: 1. HEAT IS PROVIDED BY A 90-WATT, 120-VOLT SINGLE PHASE HEAT TRACE TAPE. FOR UNHEATED VERSIONREPLACE 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 BYTHE 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 HINGELOCATION 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\2018 REVISED\C-10 HOT BOX.dwg PLOT: August 16, 2018 at: 10:30am08/18 AMENDED MLL Moses Lake Council Packet 2-23-21, Page 297 of 339 Page 1 of 2 STAFF REPORT To: City Council From: Allison Williams, City Manager Date: February 15, 2021 Proceeding Type: New Business Subject: First Addendum to Flying T, LLC Airport Agreement Legislative History: •First Presentation: February 23, 2021 •Second Presentation: •Action: Motion Overview The Municipal Airport Board has been working on developing the airport with amenities that will attract users to the airport. As a result, the City was successful in a recent application for a CARB loan for the purposes of purchasing a fueling system which would utilize leased space (Lots 14 & 15)currently leased by Tom Dent (Lessee). In addition, in order to utilize the lots, the buildings on the lots will be transferred to the City. In exchange for the value of the buildings, which were appraised by Agri/Com Appraisals with a report dated August 4, 2020, Tom Dent’s lease is being amended to exchange the value of the buildings for the lease rate for term of his lease on 28-1 Fiscal and Policy Implications In lieu of the annual lease payment, the Lessee will deliver a Quit Claim Deed for the property. There is full consideration for the lease payment to the City based on the value of the appraisal and the Lessee will continue to pay the leasehold excise tax on the property. Council Packet Attachments A. Letter of Agreement from Tom Dent dated September 4, 2020 (Quit Claim Deed will be an action item on future Council Agenda) B. First Addendum to Airport Agreement Finance Committee Review N/A Moses Lake Council Packet 2-23-21, Page 298 of 339 Page 2 of 2 Legal Review Type of Document Title of Document Date Reviewed Lease Agreement First Addendum to Airport Agreement February 1, 2021 Options Option Results • Motion to Approve City Manager signs the Addendum • Provide staff with changes City Manager will revisit with the Airport Board • Take no action. City will seek alternative site for fueling station Action Requested Staff recommends approval. Moses Lake Council Packet 2-23-21, Page 299 of 339 Moses Lake Council Packet 2-23-21, Page 300 of 339 FIRST ADDENDUM TO AIRPORT AGREEMENT FOR LEASE OF SPACE ON THE MOSES LAKE MUNICIPAL AIRPORT This First Addendum to the Airport Agreement for Lease of Space on the Moses Lake Municipal Airport dated July 9, 2019 (herein, “Agreement”) is made and entered into effective _______________, 2021, (”Effective Date”) by and between Thomas E. Dent, (“Lessee”), and the City of Moses Lake, Washington, a municipal corporation (“the City” or “Lessor”). In consideration of the mutual promises and obligations set forth herein, the parties agree to amend the Agreement as follows: 1. Section 2 titled “Term”, is amended as follows: The term of this Agreement shall be from January 1, 2021 to and including December 31, 2037. 2. Section 4 titled “Cost of Space and Utilities”, is amended as follows: Beginning January 1, 2018 the cost for leasing the property shall be 6.2 cents ($.062) per square foot per year for commercial properties and 11.3 cents ($.113) per square foot per year for non- commercial properties. Non-commercial property shall be increased by fifty percent (50%) for hangars with doors at one side to take into account the movement area outside the hangar and by one hundred percent (100%) for hangars with doors at both sides to take into account the movement area outside the hangar. Properties are designated commercial or non-commercial by the Moses Lake Airport Commission. The lease rate shall be increased annually by the September to September West Coast-B/C All Urban Consumer Price Index as reported by the U. S. Department of Labor. Payment shall be made to the Lessor by the Lessee pursuant to the option selected by Lessee below: ﬦ in full on or before January 31st of each year, or ﬦ paid one-half on or before January 31st and one-half on or before July 31st of each year (Lessee shall initial his/her selection) Lessee shall make all arrangements for and pay for all utilities and services furnished to or used by it, including without limitation, gas, electricity, water, telephone service, janitorial service, snow removal, and trash collection, and for all connection charges. In lieu of and in the full satisfaction of the lease payment required herein, Lessee has delivered to Lessor a Quit Claim Deed conveying all of Lessee’s right, title, and interest, in and to the office building (APN: 10-0484-114) and farm implement building (APN: 10-0484-115) located on Parcels 14 and 15 on the Municipal Airport. All other provisions of the Agreement shall remain in effect. Moses Lake Council Packet 2-23-21, Page 301 of 339 In Witness Whereof, the parties hereto execute the Addendum to be effective on the Effective Date stated above. LESSOR LESSEE _____________________________ ________________________________ By: Allison Williams, City Manager By: Thomas E. Dent Moses Lake Council Packet 2-23-21, Page 302 of 339 STATE OF WASHINGTON ) ) ss. COUNTY OF GRANT ) I certify that I know or have satisfactory evidence that Allison Williams is the person who appeared before me, and said person acknowledged that she signed this instrument, on oath stated that she was authorized to execute the instrument and acknowledged it as City Manager and Lessor and acknowledged it to be her free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED:_____________________, 2021. ____________________________________ ____________________________________ Notary Type or Print Name NOTARY PUBLIC for State of Washington, residing at:___________________________ My commission expires:________________ STATE OF WASHINGTON ) ) ss. COUNTY OF GRANT ) I certify that I know or have satisfactory evidence that Thomas Dent is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as Lessee and acknowledged it to be his free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED:_____________________, 2021. ____________________________________ ____________________________________ Notary Type or Print Name NOTARY PUBLIC for State of Washington, residing at:___________________________ My commission expires:________________ Moses Lake Council Packet 2-23-21, Page 303 of 339 Page 1 of 4 STAFF REPORT To: Allison Williams, City Manager From: Richard A. Law P.E., City Engineer Date: February 16, 2021 Proceeding Type: New Business Subject: Request to Connect to City Water and Sewer – Oasis Major Plat Legislative History: •First Presentation:February 23, 2021 •Second Presentation: •Action:Motion Overview Shane Carlile, developer of Oasis Major Plat, is requesting approval to connect to the City’s water and sewer system to serve a sixteen (24) residential lot subdivision on property fronting Mae Valley Road. The property is not contiguous to the current City Limits making it not subject to annexation. The property is being developed under County jurisdiction for residential use. The proponent is requesting to connect to City water and Sewer due to the property being within the Urban Growth Boundary (UGA). The proponent would be extending the water and sewer to serve the development at his own expense. In the regular council meeting June 23, 2020 City Council approved a deviation request made by the proponent for 35’ roadway width with rolled curb and no sidewalk being installed. The nearest existing water and sewer mains are located on Westshore Drive NE approximately one-half mile from the property. Per Resolution No. 3717, contiguous lands are required to be annexed into the City if within one half mile of existing city limits but may be permitted to connect if it is impractical for the property owner to annex. The property is intended to be subdivided within the County at this time. The property does not meet the sixty percent (60%) of total assessed valuation needed to include the properties lying between them and the City limits to the east. The City water and sewer system has the capacity to serve the subdivision. If approved, the property owners will be required to sign an Extra Territorial Agreement (ETA). The ETA will contain language requiring the proponent to sign a covenant for improvements for future halfwidth improvements to Mae Valley Road for the frontage of the plat. These improvements shall include Curb & Gutter, Sidewalk, Street, Storm Water, Street Lighting improvements. On June 2, 2020, staff prepared comments to send to the County for this development. In that repot the current development standards were provided along with additional staff comments. The following are the additional comments provided to the applicant. Moses Lake Council Packet 2-23-21, Page 304 of 339 Page 2 of 4 Streets: i. Mae Valley Road is currently improved to Grant County Standards. The applicant is responsible for the halfwidth improvements to City of Moses Lake standards. The City of Moses Lake currently does not allow the construction of halfwidth streets. It is recommended the applicant be required to covenant for the half width improvements to Mae Valley Road NE, when the time comes. The improvements shall include installing gravity sewer, halfwidth street improvements, curb, sidewalk and storm drainage. ii. The applicant has proposed deviations to the City standards for Doug Lane. The Current City standard for residential street is 60’ of right of way, 28’ of asphalt 18” curb and gutter on both sides of the street and 5’ planter strip and 5’ sidewalk on both sides of the street. The applicant has requested to install 35’ of roadway with rolled type curb. The 35’ roadway would allow for a more rural type of use, equestrian, while still allowing for pedestrian walkways on both sides of the road. The development is proposed to be no outlet, cul-de-sac type of development the type of traffic will be limited to residential property owners and guests. Traffic speeds for the development should be limited due to the nature of the development. The applicant has requested to install rolled type curb on Doug Lane. The City is in the process of presenting this request to City Council for review. Water: i. Applicant will be required to submit a request to connect to City services to Development Engineering prior to any connections being approved. The applicant will be required to sign an exterritorial agreement with the City. The exterritorial agreement shall be in place prior to property being sold. ii. Applicant will be required to install water main to serve the development. The water main shall be extended for the full frontage of the plat. iii. In Mae Valley Road fire hydrants should be installed at 1000’ maximum intervals to felicitate testing of the water main. Fire Hydrants in Doug Lane shall be installed to City Standard. iv. Water main shall be sized to serve fire flow to the applicant’s development. City of Moses Lake water development plan shows 12” water main being installed in Mae Valley Road, if the applicants needs require less than a 12” water main the City may participate in the cost to oversize. Sewer: i. Sewer force main has previously installed in Westshore Drive. The applicant will be required to extend the sewer force main from Westshore Drive west on Mae Valley Road for the full frontage of the plat. A pig launch station will be required at the end of the main on Mae Valley Road. The main shall be sized appropriately to serve the property beyond. ii. The proposed subdivision will be served by pressure effluent type sewer system. Each lot will be required to have septic tank and pump tank installed per City of Moses Lake Community Street and Utility Standard detail C-7. Moses Lake Council Packet 2-23-21, Page 305 of 339 Page 3 of 4 iii. It is the intent of the City when gravity sewer becomes available in Mae Valley Road the subdivision will remain on a pressure effluent type system. iv. The applicant will be allowed to install the sewer force main off the shoulder of Mae Valley Road allowing room for the future gravity main to be installed 10’ off the center line per City standard. Storm Drainage: i. Applicant shall be required to design and install storm drainage on Doug Lane. Design shall meet or exceed standards set by the Department of Ecology Stormwater Manual for Eastern Washington. ii. No Stormwater improvements are required on Mae Valley Road at this time. Stormwater improvements will be addressed when the roadway improvements are required. Sidewalks: i. No sidewalk improvements are required on Mae Valley Road at this time. Sidewalk improvements will be addressed when the roadway improvements are required. ii. The applicant has requested a deviation to the Community Street and Utility Standards requiring 5’ planter strips and 5’ Sidewalks on Doug Lane. The applicant has proposed installing a wider roadway to facilitate pedestrian travel. The City is in the process of presenting this request to City Council for review. Street Lighting: i. Street lighting is required per the City Standards. With the development in the County it is recommended the applicant address street lighting on the individual lots. Street Lighting on Mae Valley Road will be addressed when roadway improvements are required. Fiscal and Policy Implications Council Resolution No. 3717 provides guidelines for utility connections outside of the City Limits but inside the Urban Growth Area. Resolution No. 3717 states: The Moses lake City Council shall review all requests for the provision of water and/or sewer utilities whether the request involves property which is contiguous or non- contiguous. Only the City Council can grant permission for the provision, delivery, or furnishing of water and/or sewer utilities to anyone beyond the corporate limits of the City, such permission being evidenced by a formal commitment noted in the minutes of a regular City Council meeting. All extensions of water and/or sewer utilities beyond the corporate limits of the City shall be made by the City Council within their sole and complete discretion. City of Moses Lake Legal Counsel has prepared the exterritorial agreement to help shore up the City’s requirement for annexation to the individual lots. Section 3.15 reads: Moses Lake Council Packet 2-23-21, Page 306 of 339 Page 4 of 4 Developer agrees that in the event of a sale, gift, transfer, segregation, assignment, or devise of Developer's fee interest in the premises or any portion thereof, it will disclose the existence of this Agreement and require a signed acknowledgment from the successor in interest of the terms of this Agreement which shall be recorded with the Grant County Auditor’s Office along with a copy of this Agreement (including the Power of Attorney and Covenant) as part of that sale, gift, transfer, segregation, assignment, or devise. Section 3.15 would require future landowners to sign a document stating they are aware of the exterritorial agreement. Council Packet Attachments A. Resolution No. 3717 B. Vicinity Map C. June 2020 Engineering Report D. Grant County Determination of Non-Significance E. Extra Territorial Utility Extension Agreement Finance Committee Review N-A Options Option Results • Authorize as presented The Developer will be provided with an Extra Territorial Agreement to connect to City water and sewer. • Provide staff with changes Staff would revise the request and re-submit for approval. • Take no action The Developer would not be allowed to connect to City utilities and would be required to pursue other options to provide water and sewer to the property. Action Requested Staff recommends Council approve the request to connect. Moses Lake Council Packet 2-23-21, Page 307 of 339 RESOLUTION NO. 3717 A RESOLUTION REPEALING RESOLUTION 3509 AND ADOTING A NEW RESOLUTION SETTING FORTH A POLICY WITH REGARD TO THE PROVISION OF WATER AND/OR SEWER UTILITIES OUTSIDE THE CORPORATE LIMITS OF THE CITY AND SETTING FORTH AN ANNEXATION POLICY FOR THE CITY OF MOSES LAKE, WASHINGTON Recitals: 1.Previously the City Council adopted Resolution No. 3509 setting forth a policy with regard to the provision of water and/or sewer utilities outside the corporate limits of the City and setting forth an annexation policy for the City of Moses lake, Washington. 2.That policy is now repealed by this resolution, which adopts a new resolution setting forth a policy with regard to the provision of water and/or sewer utilities outside the corporate limits of the City and setting forth an annexation policy for the City of Moses Lake,Washington. Resolved: 1.The following definitions shall be applicable to the terms used in this resolution. 2. Contiguous Lands means any lands touching or abutting the corporate limits of the City and any lands within one half mile of the corporate limits of the City as measured at the point the corporate limits and the involved lands are closest together. Non-Contiguous Lands means any lands beyond one half mile of the corporate limits of the City as measured at the point the corporate limits and the involved lands are closesttogether. Provision. Delivery, or Furnishing City Water and/or Sewer Utilities means the extension of water and/or sewer mains, or tapping into an existing water and/or sewer main by a lateral to serve a customer, or the expansion of an existing water and/or sewer use, or any combination of these. City Water means potable water delivered from the water utility system operated by the City. City Sewer means the sanitary sewerage collection utility system operated by the City. City Utility Service or Water and/or Sewer Utilities means City water and/or City sewer. Adjacent lands means any lands located immediately adjacent to a city water and/or city sewer main within the city's Urban Growth Area (UGA) and which lands are contiguous lands as defined herein. Requests for Extensions: The Moses lake City Council shall review all requests for the provision of water and/or sewer utilities whether the request involves property which is contiguous or non-contiguous. Only the City Council can grant permission for the provision, delivery, or furnishing of water and/or sewer utilities to anyone beyond the corporate limits of the City, such permission being evidenced by a formal commitment noted in the minutes of a regular City Council meeting. All extensions of water and/or sewer utilities beyond the corporate limits of the City shall be made by the City Council within their sole and complete discretion. Moses Lake Council Packet 2-23-21, Page 308 of 339 Moses Lake Council Packet 2-23-21, Page 309 of 339 Moses Lake Council Packet 2-23-21, Page 310 of 339 Moses Lake Council Packet 2-23-21, Page 311 of 339 City Manager 764-3713 · City Attorney 764-3703 · Community Development 764-3750 · Finance 764- 3717 · Fire 765-2204 Municipal Services 764-3783 · Municipal Court Clerk 764-3713 · Parks & Recreation 764-3805 · Fax 764-3739 401 S. Balsam Street · P.O. Drawer 1579 · Moses Lake, WA 98837 · www.cityofml.com CITY OF MOSES LAKE DEVELOPMENT ENGINEERING June 2, 2020 STAFF REPORT OASIS MAJOR PLAT Name of Development: Oasis Major Plat proposes to combine two parcels 141676000 and 141682001 (14.2 acres) into 24 residential lots. The development is located outside of the city limits of Moses Lake but does fall inside the Urban Growth Area (UGA). It is proposed all lots will connect to City utility’s. Address of Development: The project is located at approximately 6400 Mae Valley Road NE Moses Lake Washington. The property is located in the Southeast quarter of the Southwest quarter 19, Township 19 North, Range 28 East W.M. Grant County Washington parcel 141676000 and 141682001. Development Engineering’s Recommended Conditions of Approval 1. All improvements required under provisions of Moses Lake Municipal Code title 17.24 Subdivisions Improvements. A. 17.24.030 STREETS a. The applicant is responsible for constructing all the streets within the subdivision full width, and all the streets adjacent to the subdivision half width. Except, the applicant shall be responsible for constructing the adjacent streets full width if the City determines that the use within the subdivision requires full width streets. b. Cul-de-sacs may be approved when they do not hinder the connectivity of streets in the surrounding neighborhoods. Where cul-de-sacs are approved, they shall terminate in a cul-de- sac bulb unless they meet all the following criteria: 1. No more than one lot has sole access from the cul-de-sac. 2. The end of the street right-of-way terminates at the plat boundary. 3. The adjacent property is not platted. 4. The street should continue through the adjacent property when it is developed. 5. The length of the cul-de-sac is less than 175 feet. 6. An end of roadway barricade is installed at the end of the cul-de-sac. c. Temporary cul-de-sac bulbs, in lieu of a permanent cul-de-sac bulb, are allowed to be constructed when all the following criteria are met: 1. The street is expected to be extended within the next five years. 2. The developer signs a covenant to construct a permanent cul-de- sac in five years. 3. The design for the permanent cul-de-sac bulb is included in the street construction plans. 4. The right-of-way required for a permanent cul-de-sac and bulb is dedicated to the City on the plat. (Ord. 2823, 9/13/16; Ord. 2576, 7/27/10; Ord. 2390, 4/22/08) i. Mae Valley Road is currently improved to Grant County Standards. The applicant is responsible for the halfwidth improvements to City of Moses Lake standards. The City of Moses Lake currently does not allow the construction of halfwidth streets. It is recommended the applicant be required Moses Lake Council Packet 2-23-21, Page 312 of 339 June 2, 2020 Page 2 of 4 to covenant for the half width improvements to Mae Valley Road NE, when the time comes. The improvements shall include installing gravity sewer, halfwidth street improvements, curb, sidewalk and storm drainage. ii. The applicant has proposed deviations to the City standards for Doug Lane. The Current City standard for residential street is 60’ of right of way, 28’ of asphalt 18” curb and gutter on both sides of the street and 5’ planter strip and 5’ sidewalk on both sides of the street. The applicant has requested to install 35’ of roadway with rolled type curb. The 35’ roadway would allow for a more rural type of use, equestrian, while still allowing for pedestrian walkways on both sides of the road. The development is proposed to be no outlet, cul-de-sac type of development the type of traffic will be limited to residential property owners and guests. Traffic speeds for the development should be limited due to the nature of the development. The applicant has requested to install rolled type curb on Doug Lane. The City is in the process of presenting this request to City Council for review. B. 17.24.040 WATER MAINS: a. The applicant shall install water main improvements for the full length of all streets within and adjacent to the subdivision, unless the Municipal Services Director determines that the additional water main provides no additional benefit. b. Fire hydrants are not required to be installed when water mains are installed through or adjacent to property other than the proposed subdivision. (Ord. 2823, 9/13/16; Ord. 2576, 7/27/10; Ord. 2390, 4/22/08) i. Applicant will be required to submit a request to connect to City services to Development Engineering prior to any connections being approved. The applicant will be required to sign an exterritorial agreement with the City. The exterritorial agreement shall be in place prior to property being sold. ii. Applicant will be required to install water main to serve the development. The water main shall be extended for the full frontage of the plat. iii. In Mae Valley Road fire hydrants should be installed at 1000’ maximum intervals to felicitate testing of the water main. Fire Hydrants in Doug Lane shall be installed to City Standard. iv. Water main shall be sized to serve fire flow to the applicant’s development. City of Moses Lake water development plan shows 12” water main being installed in Mae Valley Road, if the applicants needs require less than a 12” water main the City may participate in the cost to oversize. C. 17.24.040 SEWER MAINS: The applicant shall install sewer main improvements for the full length of streets within and adjacent to the subdivision, unless the Municipal Services Director determines that the additional sewer main provides no additional benefit. (Ord. 2823, 9/13/16; Ord. 2576, 7/27/10; Ord. 2390, 4/22/08) Moses Lake Council Packet 2-23-21, Page 313 of 339 June 2, 2020 Page 3 of 4 i. Sewer force main has previously installed in Westshore Drive. The applicant will be required to extend the sewer force main from Westshore Drive west on Mae Valley Road for the full frontage of the plat. A pig launch station will be required at the end of the main on Mae Valley Road. The main shall be sized appropriately to serve the property beyond. ii. The proposed subdivision will be served by pressure effluent type sewer system. Each lot will be required to have septic tank and pump tank installed per City of Moses Lake Community Street and Utility Standard detail C-7. iii. It is the intent of the City when gravity sewer becomes available in Mae Valley Road the subdivision will remain on a pressure effluent type system. iv. The applicant will be allowed to install the sewer force main off the shoulder of Mae Valley Road allowing room for the future gravity main to be installed 10’ off the center line per City standard. D. 17.24.060 STORM DRAINAGE a. Since stormwater is part of the street improvements, the applicant shall install the stormwater improvements in accordance with MLMC 17.24.030. A. b. The City Engineer may approve plans submitted by the applicant’s engineer to divert or enclose natural drainage in and through the subdivision. The applicant shall bear all costs associated with diverting or enclosing natural drainage. c. All storm drainage in City streets shall drain from the asphalt to concrete gutters, then to approved stormwater structures such as catch basins and drywells. All stormwater between stormwater structures shall be in underground pipes. d. Washington State Department of Ecology approval is required for all stormwater facilities before construction plans will be approved. (Ord. 2823, 9/13/16; Ord. 2576, 7/27/10; Ord. 2390, 4/22/08 i. Applicant shall be required to design and install storm drainage on Doug Lane. Design shall meet or exceed standards set by the Department of Ecology Stormwater Manual for Eastern Washington. ii. No Stormwater improvements are required on Mae Valley Road at this time. Stormwater improvements will be addressed when the roadway improvements are required. E. 17.24.060 SIDEWALKS All sidewalks required with a subdivision shall be completed prior to acceptance of required municipal improvements. This section does not allow for the completion of sidewalks for each lot at the time of building construction. (Ord. 2576, 07/27/2010; Ord. 2390,04/22/2008.) i. No sidewalk improvements are required on Mae Valley Road at this time. Sidewalk improvements will be addressed when the roadway improvements are required. Moses Lake Council Packet 2-23-21, Page 314 of 339 June 2, 2020 Page 4 of 4 ii. The applicant has requested a deviation to the Community Street and Utility Standards requiring 5’ planter strips and 5’ Sidewalks on Doug Lane. The applicant has proposed installing a wider roadway to facilitate pedestrian travel. The City is in the process of presenting this request to City Council for review. F. 17.24.080 PEDESTRAIN PATHS and ACTIVITY TRAILS. Pedestrian paths and activity trails shall be constructed in accordance with MLMC 17.21.040. (Ord. 2823, 9/13/16; Ord. 2576, 7/27/10; Ord. 2390, 4/22/08) i. Paths and Activity Trails will be addressed when roadway improvements on Mae Valley Road are required. G. 17.24.090 STREET LIGHTING Street lighting is required for all streets, per plans that are approved by Grant County PUD and the City Engineer. (Ord. 2576, 7/27/10; Ord. 2390, 4/22/08) i. Street lighting is required per the City Standards. With the development in the County it is recommended the applicant address street lighting on the individual lots. Street Lighting on Mae Valley Road will be addressed when roadway improvements are required. By: . Date: . Rob Harris Development Engineering Manager. By: . Date: . Richard Law P.E. City Engineer Moses Lake Council Packet 2-23-21, Page 315 of 339 Moses Lake Council Packet 2-23-21, Page 316 of 339 Moses Lake Council Packet 2-23-21, Page 317 of 339 Moses Lake Council Packet 2-23-21, Page 318 of 339 Moses Lake Council Packet 2-23-21, Page 319 of 339 Moses Lake Council Packet 2-23-21, Page 320 of 339 Moses Lake Council Packet 2-23-21, Page 321 of 339 Moses Lake Council Packet 2-23-21, Page 322 of 339 Moses Lake Council Packet 2-23-21, Page 323 of 339 Moses Lake Council Packet 2-23-21, Page 324 of 339 Moses Lake Council Packet 2-23-21, Page 325 of 339 Moses Lake Council Packet 2-23-21, Page 326 of 339 Moses Lake Council Packet 2-23-21, Page 327 of 339 Moses Lake Council Packet 2-23-21, Page 328 of 339 Moses Lake Council Packet 2-23-21, Page 329 of 339 Moses Lake Council Packet 2-23-21, Page 330 of 339 Moses Lake Council Packet 2-23-21, Page 331 of 339 Moses Lake Council Packet 2-23-21, Page 332 of 339 Moses Lake Council Packet 2-23-21, Page 333 of 339 Revised 10/8/13 (GGH) Page1of6 RECORD AND RETURN TO Legal Department City of Moses Lake P. O. Box 1579 Moses Lake, WA 98837 EXTRA TERRITORIAL UTILITY EXTENSION AGREEMENT Grantor: Shane Carlile dba Carlile Development, LLC Grantee: The City of Moses Lake, WA Legal Desc. (Abbrev.) Tract 3 & 1/2 vacated road adjacent, Stade Orchard Tracts and South 1/2 Tract 10 & vacated road adjacent, Stade Orchard Tracts Additional Legal on Page: 1 & 2 Assessor’s Tax Parcel No. 141676000 and 141682001 1. Parties: The parties to this Agreement are the City of Moses Lake, Washington (herein City), a municipal corporation of the State of Washington, located entirely within Grant County, Washington, and Carlile Development, LLC (herein Developer). 2. Recitals: 2.1 The City is the owner of a municipal water and sewer system which operates within the City’s limits and adjacent to real property near Moses Lake, Washington. 2.2 Developer desires to receive water and/or sewer utility service from the City for use upon Developer's real property located less than one half mile from the corporate limits of the City and located within the City’s Urban Growth Area (UGA). 2.3 The City, pursuant to Resolution No. 3717, requires that all contiguous and non-contiguous real property that the City Council approves to receive City water and/or sewer utility services without annexation be subject to an agreement which affects the use of the real property to be served by the City utilities, restricts expansion of City utility services beyond those contracted for, and creates a covenant running with the land. 2.4 Developer is fully aware of the restrictions imposed upon Developer and Developer's successor(s), heir(s), and assign(s) by City Resolutions No. 3717 and enters into this Agreement freely and voluntarily. 3. Agreement: It is agreed by and between the parties as follows: 3.1 The City will provide the water and sewer utility services listed below to Developer at the premises stated, pursuant to the terms of this Agreement. 3.2 The real property to be serviced is located within the City’s UGA and is described as: All of Tract 3 and the South half of Tract 10, Stade Orchard Tracts, according to the Plat thereof filed December 9, 1914, records of Grant County, Washington, TOGETHER WITH that portion of Malaga Drive vacated by instrument recorded December 11, 1969, under Auditor's File No. 551309, which would revert to said premises by operation of law and referred to herein as the premises. Moses Lake Council Packet 2-23-21, Page 334 of 339 Revised 10/8/13 (GGH) Page2of6 3.3 This Agreement shall be filed for record in the Office of the Grant County Auditor and shall be in the nature of a covenant running with the premises. It is the intent of Developer to have this Agreement, so long as it is in force, to be considered, interpreted, and regarded as a covenant running with the land as to the premises. 3.4 All connections to the City water system or to the City sewer system shall comply with the ordinances and rules of the City with respect to the appropriate utility. Any connection to the City’s water and/or sewer system is subject to payment for the utility service of a rate established by the City which shall be subject to adjustment from time to time by the Moses Lake City Council. The availability of the utility authorized by this Agreement is subject to the capacity of the City's water system. 3.5 The water delivered pursuant to this Agreement shall be the same as other water delivered within the City’s system. The City makes no warranty as to such water quantity or quality other than it shall be delivered in accordance with the regulations applicable to city water systems. 3.6 The water service provided by the City is for up to sixteen (16) single family homes. 3.7 The sewer utility service provided is permission to discharge wastewater for up to sixteen (16) single family homes. 3.8 Developer agrees and covenants that all sewer and/or water utility system components to be built and attached to the City's utility system shall be built to City standards. The standards applied by the City may include requiring construction in excess of that minimally required to connect the premises to City utilities where such additional construction is consistent with a City plan of service within the area of the premises. 3.9 Developer agrees and covenants that the premises will not be used in any manner or for any purpose inconsistent with or contrary to the land use controls in place as those controls now exist or as they may be from time to time altered, amended, or re-adopted. The Developer acknowledges the premises are subject to development pursuant to regulations administered by Grant County. The Developer agrees the City may impose development conditions greater than those imposed by Grant County, but in no event greater than those imposed for similar development within the City’s limits, as a condition of receiving utility services under this Agreement. The premises currently are used in a manner consistent with the existing land use controls. 3.10 This Agreement is entered into by the City based on the utility uses identified above and the land uses identified by the Developer for the premises. Developer or the successor holder of the fee title to the premises shall be bound by this Agreement and be responsible to perform under this Agreement. No subsequent leasehold, joint venture, or other tenancy or use agreement shall relieve the Developer or the Developer’s successor in interest from performing under this Agreement. To continue this Agreement in effect and to continue a delivery of the identified utilities, any successor in interest shall execute an acknowledgment of this Agreement, Covenant, and Power of Attorney in a form approved by the City. 3.11 Developer shall execute contemporaneously with this Agreement the subjoined Power of Attorney and subjoined Covenant respecting the annexation of the premises by the City. This Power of Attorney is executed, as is this Agreement, by Developer with a full understanding that Developer may be waiving and transferring to the City a valuable right as a land owner as Moses Lake Council Packet 2-23-21, Page 335 of 339 Revised 10/8/13 (GGH) Page3of6 respects annexation by the City. Developer waives any objection to annexation by the City. Developer acknowledges Developer has relied solely upon Developer's own legal counsel and fully understands the legal rights Developer is or may be surrendering to the City by the execution of this Agreement and the subjoined Covenant and Power of Attorney. 3.12 Developer understands the delivery of utility services to these premises so long as they remain outside the corporate limits of the city, is a discretionary act of the City and the execution of this Agreement and performance hereunder are not intended and shall not be considered as an indication by the City of the intention to become a general provider of utility service beyond the terms of this contract, to these premises or any other lands located outside the corporate limits of Moses Lake. 3.13 Developer acknowledges that so long as the premises remain outside the corporate limits of the City, any or all utility service provided under this Agreement by the City are, or may become subject to, surcharges and/or increased charges in addition to the charges to similar customers located within the corporate limits. 3.14 Developer agrees that payment of service charges, surcharge assessments, and/or additional charges required by City ordinances to be paid for the utility services mentioned above will in no way relieve the premises from Developer's share of any future Local Improvement District or Utility Local Improvement District payments which may be assessed to pay all or a portion of the expenses of installing main or mains, together with necessary valves, fire hydrants, pipe fittings and all other appurtenances which may be installed to serve a district which includes the premises. 3.15 Developer agrees that in the event of a sale, gift, transfer, segregation, assignment, or devisce of Developer's fee interest in the premises or any portion thereof, it will disclose the existence of this Agreement and require a signed acknowledgment from the successor in interest of the terms of this Agreement which shall be recorded with the Grant County Auditor’s Office along with a copy of this Agreement (including the Power of Attorney and Covenant) as part of that sale, gift, transfer, segregation, assignment, or devise.. 3.16 In the event of a breach of this Agreement by the Developer or any successor in interest, this Agreement, and all deliveries of utilities hereunder, shall be subject to termination thirty (30) days after notice to the Developer of the breach if the breach has not been cured. 3.17 In the event the premises is delivered City utilities pursuant to this Agreement and the premises become located outside the City’s UGA, this Agreement shall be deemed to have been terminated as provided for in the provisions dealing with the term of this Agreement. The period of termination shall begin upon the date the premises become located outside the City=s UGA unless the parties agree otherwise in writing. 3.18 The permission to obtain City utilities contained in this Agreement shall lapse and become null and void if the premises are not connected to the City’s utility system within two (2) years of the execution of this Agreement except there shall be no limitation for residential properties up to sixteen (16) lots from the date of this agreement. 4. Term: This Agreement shall be in effect so long as Developer abides, observes, and performs this Agreement and the premises remains outside the corporate limits of the City of Moses Lake. This Agreement may be terminated by either party giving at least eighteen (18) months written notice of termination to the other, unless a shorter notice is agreed to in writing. Upon annexation of these entire premises into the City of Moses Lake, this Agreement and the subjoined Covenant and Power of Attorney shall terminate and be of no further force or effect. Moses Lake Council Packet 2-23-21, Page 336 of 339 Revised 10/8/13 (GGH) Page4of6 Dated: ________________________________ Dated: _______________________________ CITY OF MOSES LAKE By __________________________________ By ___________________________________ Allison Williams, City Manager State of Washington County of Grant I certify that I know or have satisfactory evidence that _____________________ signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the ________ of _____________________ to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated _____________________________________ __________________________________________ Notary Public My appointment expires _______________________ State of Washington County of Grant I certify that I know or have satisfactory evidence that Allison Williams signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the Acting City Manager of the City of Moses Lake to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated _____________________________________ __________________________________________ Notary Public My appointment expires _______________________ Moses Lake Council Packet 2-23-21, Page 337 of 339 Revised 10/8/13 (GGH) Page5of6 COVENANT RUNNING WITH THE LAND 1. Basis: The foregoing Extra Territorial Utility Extension Agreement shall be deemed to be a covenant running with the land affecting the entire premises described above. Such Covenant shall be recorded with the Grant County Auditor and become a covenant of record. Such Covenant shall remain in full force and effect for the life of the Extra Territorial Utility Extension Agreement. Any attempt to cancel, restrict, or modify this Covenant independent of the Extra Territorial Utility Extension Agreement shall terminate said Agreement immediately unless such cancellation, modification, or restriction is agreed to by the Moses Lake City Council. This Covenant shall expire and be of no further force or effect upon the annexation of the entire premises described in the foregoing Extra Territorial Utility Extension Agreement into the City of Moses Lake. 2. Creation: Developer, as the owner in fee simple of the above described premises, hereby creates a covenant running with the land to affect and include the entire described premises. That Covenant shall include all the terms, conditions, limitations, and obligations of the Extra Territorial Utility Extension Agreement above. Dated: _________________________________ By ________________________________________ State of Washington County of Grant I certify that I know or have satisfactory evidence that _____________________ signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the ________ of _____________________ to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated _____________________________________ __________________________________________ Notary Public My appointment expires _______________________ Moses Lake Council Packet 2-23-21, Page 338 of 339 Revised 10/8/13 (GGH) Page6of6 POWER OF ATTORNEY 1. Appointment: Developer hereby makes, constitutes, and appoints the City of Moses Lake, Washington Developer's true and lawful attorney for Developer and in Developer's name, place, and stead for the purposes stated herein. 2. Independent Advice: Developer has executed this Power of Attorney for the purposes stated after having a full understanding of the implications of the execution of this instrument. This Power of Attorney is also executed after being fully advised by Developer's own counsel as to the power being conveyed to the City of Moses Lake and with a full appreciation and waiver of any rights being abrogated. 3. Purpose: Developer appoints the City of Moses Lake as Developer's attorney for the purpose of executing any and all documents, petitions, requests, letters, or the like necessary or desirable in the process of the annexation of the premises described in the foregoing Extra Territorial Utility Extension Agreement into the corporate limits of the City of Moses Lake. 4. Termination: This Power of Attorney may be revoked by Developer only upon the termination of the forgoing Extra Territorial Utility Extension Agreement, or upon the consent of the City of Moses Lake's City Council. The continued validity, viability, and existence of this Power of Attorney is a prerequisite of continued utility service delivery to the premises under the terms of the Extra Territorial Utility Extension Agreement by the City of Moses Lake. Termination of this Power of Attorney by Developer shall immediately and automatically terminate the Extra Territorial Utility Extension Agreement between Developer and the City of Moses Lake. This Power of Attorney is deemed revoked automatically upon the annexation of the entire premises described in the foregoing Extra Territorial Utility Extension Agreement into the corporate limits of the City of Moses Lake. Dated: _________________________________ By ________________________________________ State of Washington County of Grant I certify that I know or have satisfactory evidence that _____________________ signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the ________ of _____________________ to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated ______________________________________ __________________________________________ _ Notary Public My appointment expires ________________________ Moses Lake Council Packet 2-23-21, Page 339 of 339