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2023-07-11 City Council Special PPW Packet1. 3 Op E D o Agenda Edmonds City Council PARKS & PUBLIC WORKS - SPECIAL MEETING CITY COUNCIL CONFERENCE ROOM 121 - 5TH AVENUE N, EDMONDS, WA 98020 JULY 11, 2023, 5:31 PM COUNCIL COMMITTEE MEETINGS ARE WORK SESSIONS FOR THE COUNCIL AND CITY STAFF. COMMITTEE MEETING AGENDAS DO NOT INCLUDE AUDIENCE COMMENTS OR PUBLIC HEARINGS. PERSONS WISHING TO JOIN THIS MEETING VIRTUALLY IN LIEU OF IN -PERSON ATTENDANCE CAN CLICK ON OR PASTE THE FOLLOWING ZOOM MEETING LINK INTO A WEB BROWSER USING A COMPUTER OR SMART PHONE: HTTPS://ZOOM. US/J/95798484261 OR JOIN BY DIAL -UP PHONE: US: +1 253 215 8782 WEBINAR ID: 957 9848 4261 STAFF AND COUNCILMEMBERS ATTEND COMMITTEE MEETINGS VIRTUALLY, AND MEMBERS OF THE PUBLIC ARE ENCOURAGED TO ATTEND THE SAME WAY. IF MEMBERS OF THE PUBLIC CANNOT ACCESS THE VIRTUAL COMMITTEE MEETINGS WITH THEIR PERSONAL DEVICES, A MONITOR IS PROVIDED ON CITY COUNCIL COMMITTEE NIGHTS FROM 3:30- 9:30 PM AT THE CITY COUNCIL CONFERENCE ROOM AT 121 5TH AVE N, EDMONDS WA. COMMITTEE MEMBERS: DAVE TETZEL (CHAIR), DIANE BUCKSHNIS, COUNCIL PRESIDENT (EX- OFFICIO MEMBER) CALL TO ORDER COMMITTEE BUSINESS 1. Committee Updates (10 min) 2. Presentation of ordinance amending Section 8.16.040 from Edmonds City Code (ECC), amending the speed limit along Highway 99 from 244th St. SW to 210th St. SW. (10 min) 3. Presentation of Supplemental Agreement with Transpo for SR-104 Adaptive System from 236th St. SW to 226th St. SW Project (10 min) 4. Perrinville Creek Culvert / BNSF (15 min) 5. Public Works and Utilities Q1 Report (15 min) ADJOURNMENT: 7:30 PM COUNCIL AGENDA ITEMS Edmonds City Council Agenda July 11, 2023 Page 1 2.1 City Council Agenda Item Meeting Date: 07/11/2023 Committee Updates Staff Lead: Committee Chair CM Teitzel Department: City Council Preparer: Beckie Peterson Background/History The purpose of this standing agenda item is to allow a mechanism for staff to provide committees with brief, verbal updates on an activity or project overseen by a department and so that the Council can be more aware of what is happening around the city. Updates will facilitate a better set of expectations for councilmembers, the public, and the staff. Recommendation N/A Narrative Requested Committee Updates for July 11, 2023: 1. Public Works Feasibility Study for a Police Substation on Hwy 99 2. Utility Rate Study Packet Pg. 2 2.2 City Council Agenda Item Meeting Date: 07/11/2023 Presentation of ordinance amending Section 8.16.040 from Edmonds City Code (ECC), amending the speed limit along Highway 99 from 244th St. SW to 210th St. SW. Staff Lead: Bertrand Hauss Department: Engineering Preparer: Emiko Rodarte Background/History Staff Recommendation Forward item to City Council for approval. Narrative The current speed limit along Highway 99 from 244th St. SW to 210th St. SW is 45 mph. The recent conversion of the two-way left turn lane to a raised median along the entire corridor, as part of Highway 99 Revitalization project - Stage 2, will help improve safety along the corridor. The corridor has been converted from a seven open roadway section to three (3) lane sections for northbound and southbound movements separated by the raised center median. Since this corridor is within WSDOT Right -of -Way, WSDOT approval is required as part of any speed limit reduction. The proposal is to reduce the speed limit from 45 mph to 40 mph and WSDOT has approved this speed limit reduction. This reduction to 40 mph would be consistent with the existing speed limit within the City of Shoreline (south of 244th St SW) where a similar median exists. Based on an existing Maintenance Agreement between WSDOT and Edmonds, the City would be responsible for any traffic sign modifications. Attachments: Attachment 1 - Ordinance Packet Pg. 3 2.2.a ORDINANCE NO. AN ORDINANCE OF THE CITY OF EDMONDS, WASHINGTON, AMENDING CERTAIN PROVISIONS OF ECC 8.16.040 (DECREASE OF STATE LAW MAXIMUM SPEED); PROVIDING FOR SEVERABILITY; AND SETTING AN EFFECTIVE DATE. WHEREAS, the speed limit for both northbound and southbound movements along Highway 99 from 244th St. SW to 210th St. SW is currently 45 mph; and WHEREAS, Highway 99 had a 7-lane section with three lanes in each direction and a two-way left turn lane (prior to the Highway 99 Revitalization Project — Stage 2); and WHEREAS, a landscaped raised median has recently been added along Highway 99 from 2441h St SW to 210th St. SW (as part of the Highway 99 Revitalization Project — Stage 2); and WHEREAS, this addition has created a physical roadway feature that both separates movement and will help reduce vehicle speeds; and WHEREAS, the Washington State Department of Transportation (WSDOT) is required to approve any speed limit modification within state right-of-way / along State Highways (such as Hwy 99, SR-104, and SR-524); and WHEREAS, WSDOT has approved the proposed speed limit reduction along Highway 99 from 2441h St. SW to 2101h St. SW from 45 mph to 40 mph following the recent completion of this project and related traffic investigations; and WHEREAS, City of Shoreline has an existing speed limit of 40 mph along Hwy 99 (south of 244th St. SW) with a similar median; and -1- Packet Pg. 4 2.2.a WHEREAS, given WSDOT approval, the City Council finds that the speed limit along Highway 99 from 2441h St. SW to 210th St. SW should be reduced from 45 mph to 40 mph; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EDMONDS, WASHINGTON, DO ORDAIN AS FOLLOWS: Section 1 ECC 8.16.040 (Decrease of state law maximum speed) is hereby revised to read as follows (deleted text in str-ike tht:atigh; new text in underline). It is determined upon the basis of engineering and traffic investigation that the speed permitted by state law outside of business and residential districts as applicable upon the following set forth streets is greater than is reasonable or safe under the conditions found to exist upon the streets and it is declared that the speed limit shall be the miles per hour as herein set forth on those streets or parts of streets as herein designated at the times herein specified when signs are erected giving notice thereof. Name of Street Speed Limit 1. U.S. Highway 99 (PSH No. 1) 4540 from 220th S.W. to 228th S.W. mph 2. West side of U.S. Hwy. 99 4540 (PSH No. 1) from 220th S.W. to mph 608 feet north of 212th S.W. 3. U.S. Hwy. 99 (PSH No. 1) 4540 from 228th S.W. to 244th S.W. mph 4. Sixth Avenue South from Pine 20 to Walnut Street mph 5. 75th Place West from North 20 Meadowdale Road to the County mph Park 6. SR 524 (portions of Puget 30 Drive, 9th Ave. N., Caspers mph Street and 3rd Ave. N.) from 300 feet east of 88th Ave. W. to Edmonds Street 7. SR 104 (Sunset Avenue) from 25 Main to Dayton mph 8. SR 524 (3rd Ave.) from 25 Edmonds Street to its junction mph with SR 104 (to Pine Street and thence east on Pine to SR 104) Posted at All Times (or During Daytime) all times all times all times all times all times all times all times all times -2- Packet Pg. 5 2.2.a Name of Street Speed Posted at All Times (or During Limit Daytime) 9. State Highway #104 35 all times (Edmonds Way) from South end mph of 5th Avenue South to 95th PI. W. 10. SR 524 (196th S.W.) from 35 all times 300 feet east of 76th Ave. W. to mph 300 feet east of 88th Ave. W. 11. Sunset Avenue from 20 all times Edmonds Street to Caspers mph Street 12. 175th Street S.W. west of 20 all times 76th Ave. W. to the terminus mph thereof Section 2. Severability. If any section, sentence, clause or phrase of this ordinance should be held to be invalid or unconstitutional by a court of competent jurisdiction, such invalidity or unconstitutionality shall not affect the validity or constitutionality of any other section, sentence, clause or phrase of this ordinance. Section 3. Effective Date. This ordinance, being an exercise of a power specifically delegated to the City legislative body, is not subject to referendum, and shall take effect five (5) days after passage and publication of an approved summary thereof consisting of the title. ATTEST/AUTHENTICATED: CITY CLERK, SCOTT PASSEY APPROVED: MAYOR MIKE NELSON -3- Packet Pg. 6 2.2.a APPROVED AS TO FORM: OFFICE OF THE CITY ATTORNEY: JEFFREY B. TARADAY FILED WITH THE CITY CLERK: PASSED BY THE CITY COUNCIL: PUBLISHED: EFFECTIVE DATE: ORDINANCE NO. -4- Packet Pg. 7 2.2.a SUMMARY OF ORDINANCE NO. of the City of Edmonds, Washington On the day of passed Ordinance No. of the title, provides as follows: 2023, the City Council of the City of Edmonds, A summary of the content of said ordinance, consisting AN ORDINANCE OF THE CITY OF EDMONDS, WASHINGTON, AMENDING CERTAIN PROVISIONS OF ECC 8.16.040 (DECREASE OF STATE LAW MAXIMUM SPEED); PROVIDING FOR SEVERABILITY; AND SETTING AN EFFECTIVE DATE. The full text of this Ordinance will be mailed upon request. DATED this day of 2023. CITY CLERK, SCOTT PASSEY -5- Packet Pg. 8 2.3 City Council Agenda Item Meeting Date: 07/11/2023 Presentation of Supplemental Agreement with Transpo for SR-104 Adaptive System from 236th St. SW to 226th St. SW Project Staff Lead: Bertrand Hauss Department: Engineering Preparer: Emiko Rodarte Background/History On June 28, 2022, the City Council approved the Local Agency Consultant Agreement with Transpo Group for the SR-104 Adaptive System project. Staff Recommendation Forward item to the consent agenda for approval. Narrative The SR-104 Corridor from 2361h St. SW to 226th St. SW consists of a 1.25 mile corridor with five (5) signalized intersections spaced approximately one quarter (.25) mile away from each other with Average Daily Traffic (ADT) of approximately 25,000 vehicles per day. This section of SR-104 does not have an existing traffic signal communication/coordination system This project will provide an adaptive system along SR-104 to improve traffic flows and reduce vehicle emissions. The supplement consists of the following additions; Topographic survey along 212th St. SW, 72nd Ave., 236th St. SW, and within Public Works Building property for the proposed connection to the new Traffic Management Center since the design team has changed their communication approach from wireless to fiber optic cable. (Additional $29,506.44) Addition of fiber optic cable to the plans as part of 30%, 60%, 90%, and 100% PS&E. (Additional $8,572.28) As part of this supplement, the following task has been removed from the original agreement: Geotechnical investigation, to be completed by HWA, since wireless communication has been removed. (Reduction of $22,377.42) With these proposed contract changes, the supplemental agreement estimate totals $15,701.30. The management reserve of $15,827.25 from the original agreement accounts for this cost. Since the design phase is at 30% level, additional management reserve needs to be added to account for further possible changes during the remainder of the design phase, such as additional check -in meetings, support during implementation of the ASC system, and data sources needed for the Validation Report. Staff recommends the management reserve be replenished with $16,612.62 (5% of the total contract amount). The contract total with Transpo would be increased to $348,858.62. Packet Pg. 9 2.3 The City secured $287,000 of federal CMAQ grant for the design phase with $123,000 in local match. During the design phase, grant applications will be submitted to secure construction funds. Attachments: Attachment 1- Supplemental Agreement Packet Pg. 10 2.3.a Washington State To Department of Transportation Supplemental Agreement Number Organization and Address Phone: Original Agreement Number Project Number Execution Date Completion Date Project Title New Maximum Amount Payable Description of Work The Local Agency of desires to supplement the agreement entered in to with and executed on and identified as Agreement No All provisions in the basic agreement remain in effect except as expressly modified by this supplement. The changes to the agreement are described as follows: Section 1, SCOPE OF WORK, is hereby changed to read: 11 Section IV, TIME FOR BEGINNING AND COMPLETION, is amended to change the number of calendar days for completion of the work to read: III Section V, PAYMENT, shall be amended as follows: as set forth in the attached Exhibit A, and by this reference made a part of this supplement. If you concur with this supplement and agree to the changes as stated above, please sign in the Appropriate spaces below and return to this office for final action. QI Consultant Signature M Approving Authority Signature DOT Form 140-063 Revised 09/2005 Packet Pg. 11 2.3.a Exhibit A-1: Amendment to Agreement for Services Client Name: City of Edmonds Project Name: SR-104 Adaptive System from 236th St. SW to 226th St. SW Original Agreement Dated: June 23, 2022 Amendment Dated: June 5, 2023 TG: 1.22138.00 The existing Agreement for Services between Transpo Group ("Transpo") and its team of subconsultants ("Consultant") and the City of Edmonds ("City") is amended to include the following additional services. All terms and conditions described in the Agreement remain in force and are not modified by this Amendment. Scope of Services In addition to the services described in Exhibit A of the Agreement, the Consultant will provide the following services: Task 04—ITS PS&E Subtask 4.1: Data Collection Subtask 4.1.1: Topographic Survey The Consultant will collect additional topographic survey data to include the extended project area limits to provide conduit and fiber optic connections between SR 104 and the City of Edmonds Public Works Building. Subtask 4.1.1: Topographic Survey is supplemented with the following: Subtask 4.1.1.1: Additional Topographic Survey The Consultant is responsible for providing survey base mapping services to support the design elements for two project locations. The first location encompasses portions of 72nd Ave W, 212th St SW, Highway 99, and the City of Edmonds Public Works Building, while the second location includes portions of 236th St SW and Highway 99. Exhibits 4.1.1.1-A and 4.1.1.1-B display both project areas respectively. The following activities are associated with this task: • Establish horizontal and vertical control based on published monuments near the site. The Horizontal Datum and Vertical Datum will be NAD 83/2011, Washington State Plane, North Zone and NAVD88, respectively, or as otherwise required. Set and measure horizontal and vertical control necessary for the mapping and right-of-way determination. Control points will be set for future phases of construction for this project. • Coordinate underground utility locates performed by an underground utility subconsultant. • Complete design level topographic mapping and survey above ground surface features between the face of curb and right-of-way margin, within the project limits. Surveying within the active roadways are excluded. • Topography will be surveyed using methods that will produce a 2-foot contour interval base map. The mapping will include, but will not limited to, the following above ground features: • Curb and gutter including existing curb cuts, curb ramps and driveways • Sidewalks and paths • Pavement edges • Driveways and ramps • Luminaires • Water meters, valves, hydrants, and irrigation control valves • Electrical transformers, vaults, poles, and hand -holes r Packet Pg. 12 2.3.a • Telecommunication risers, vaults, poles, junction boxes, and hand -holes • Gas valves and meters • Storm drain manhole lids • Catch basin rims • Sanitary sewer manhole lids • Culverts • Overhead lines • Traffic poles and arms • Grade breaks, localized depressions, ditches, ridges, and other surface grades • Street signs • Trees over 4-inch diameter breast height (DBH) with size, type and dripline noted • Sub -surface utility paint marks delineated by a professional utility location service from the face of curb to the right-of-way edge and not within the active road, except for those portions within the active roadway explicitly called out below in Exhibit 4.1.1.1-A and Exhibit 4.1.1.1-B. • Survey and calculate all right-of-way limits for 236th St SW, Highway 99, 212th St SW, and 72nd Ave W, for the project areas depicted in Exhibit 4.1.1.1-A and Exhibit 4.1.1.1-B. • Compile mapping and right-of-way information into a 1 "=20' scale base map in AutoCAD, Civil 3D Version 2020. Assumptions • Topographic survey and design will be provided in AutoCAD 2020 and Civil 3D. • Base map will be developed using the Consultant's colors, text size/style, and layering conventions. • GIS parcel line information will be sufficient for the purposes of delineating lateral private ownership boundaries adjacent to 236th St SW, Highway 99, 212th St SW, and 72nd Ave W, for the project areas depicted in Exhibit 4.1.1.1-A and Exhibit 4.1.1.1-B. • It is assumed that Right of Entry documents are not needed to perform this task. • The Consultant will hire a private underground utility locate firm to locate existing utilities. Locates will target known underground utilities, including water, storm sewer, sanitary sewer, communications, gas, and power. It may not be possible to locate non -conductible utilities. Underground utilities will only be located between the curb lines and the limits of the right-of-way, and not within the active road, except for those portions within the active roadway explicitly called out below in Exhibit 4.1.1.1-A and Exhibit 4.1.1.1-B. • Utility inverts within the active roadway will not be provided. • Surface features and details within the active roadway is not part of this scope. • This scope of work does not include real estate support services for the proposed improvements, which may include property reconfigurations, street vacations/dedications, temporary construction easements or real property purchase. • Property lines and corners will not be monumented as part of this scope of work. Consultant Deliverables • 1" = 20' scale base map in AutoCAD, Version 2020 in electronic format for the survey area including both Existing Condition sheets and Control Plan. r Packet Pg. 13 Exhibit 4.1.1.1-A 2.3.a t r Yfix •3 -7. 'till 0 j' rr• - r Q 76 t IWdatldlnnal sumy A Mdrnunds MGIk: Walks.J- _ `y Cdlq�[dJn+B}'1'Cm SR Gdl4ntl ln91609 A 11r 14 I" 3E F ` Qi I'rc appm-1. codeditm I.. Aka arced t r rme uel lns Hm h hm0-0Lf T r Qi l f IA �r O .yS Nw eOfl..) 6—gy a.0 rlw FW 6r1? Le %"d ' C Asw. mzlzmslswx agr�I Alsaneed �dero * duea Hwy ,yj` Fd—nd.•� F,M •lion, dn;.vr n; ! alIc I sir xy Grou n In Inlorsoo�ort4'ti h I t of a, Ni* ! p rr.. rr ,,, • .. c _ Al �It`ot t, ] adtl11 of1Cl sJS�QIf along Ne rwltl Yr _ f ,w. , � ///��;r&�•. � � (C nl 2121h 51 SW, fion•A-WU M Io�gLl —a Lanier. !` :ri 99 GNed Sun691neln dtlpB 81 7r>0 - r :,ham rrriii �i fi . _ �r xe of sulbb adNlne. _.'�y •[ ` ?�. Q% �. - Hnetl adtltl crml sa,�en J1h. 2"phrlaV 99. Iran fia nlb r ow.lrn »a nonr In. of mn nclr sl sw rrxnorJlon, 1n �._ r,.'. W arcxe•+aea191�911 saendne enlYan edge cl 1he ��r F 1E ,.(Q� r;. r - .__ . 's �~ G� oWg xmn �errtt dnxcnayW Im.i uK•f Iron edl` I�' •C; - N }:rW'sin5'xRdrlllb In RgHIr1G. I �1�{i .:� �i �• fT Q- o�lama.�..uymnrmdl�: Ida may:zl.�5t� !Aft fp? am.. ]yS-R��� -IC-a i,J.4f9. JYIIH�V81dB'�al�IdmpS 7Usa n:sd eanda•Plu„d ulnas GlhnKT rF Y# V Urs. -'dae of pa�emvnl. untlalg uund and trx adkdn@ Ibn• opllc cabin vxlls��iti WmrFpatl fnln as, Inric ugnnVllrnrallnn {+1 Uh ncM a•d E04a} Bno the R )W egapvez uhl ry peies �rw�4oree. "119. 9ratle •r Irn o,d,e—M mda of Ili hwa 99 a•'r +�+ tr aaka s —trssa RCW l.,as elc.. r i a Q Tr I Packet Pg. 14 2.3.a 77, SR ys, 1111 cu r6, 111"sIndergR. ramps, eways, etlge of pevemerrt, untlergrountl and Ahead a Hiles, Iraffic signaVllluminalion I'ipme" utility poles, malboses-walls. grade I � ... ,�:. - .. A n) wU— Need add vonl survey along H'ghvray 99, from the curo return on rla the north leg of the 236th S[ SW rntersec[ on to the curb mtum on 1 tjr he north a de of the Goiter Tree enhance Caller[ surrey hom edge of pavemenVlace of curb to RC, line f Nwe that we wll I also need [o %lude the recenlly-constmMal mised € i •. metlan ano fie existing liber optic cable vaults locetetl in [hem. We ! jyIx tlo not —c! to ccllec! surrey to, the east sitle of Highway 98. fir,4MCL I Cd . �.\• e� Dollar Tree a < Alsu reed underground ullhes throe h the n1--t'o yl i Also neetl undergrowttl uliNties between � r r�linr .t r r:xt the eMlsurg f ber oplc cahle vaulta 4h " "� '.'g rwnh aM soutllj antl the ROW- Ilne on the west sitle o1 H w 99 "i7.. 71.r .r Yr 4 Packet Pg. 15 2.3.a Subtask 4.1.2: Geotechnica/ Investigation Amended Scope of Services: When this project was originally scoped, geotechnical investigations were included in the event that poles, associated with the installation of a new wireless communications system, were needed. As the project has progressed, it has been determined that a new fiber optic communications system will be installed, and that wireless communications will not be needed. As such, Subtask 4.1.2 is deleted from the Scope of Services. Subtask 4.2: 30% Design In addition to the locations identified under Task 04 — ITS PS&E, the Consultant will also include the design elements and areas necessary to show the communications connection between the SR 104 ASC intersections and the City of Edmonds Public Works Building. It is anticipated that this will take place via new conduits and fiber optic cable installed along 236th St SW, to connect to an existing cable vault located within the Highway 99 median located just south of 236th St SW. New fiber optic cable will then be installed via existing spare conduits located within the Highway 99 median, from just south of 236th St SW to just south of 212th St SW. From there, it is anticipated that new conduits and fiber optic cable will be installed along 212th St SW and along 72nd Ave W to connect to an existing cable vault located within the parking lot of the City of Edmonds Public Works Building. New fiber optic cable will then be installed via existing conduits to be terminated within the existing Mechanical Room (note: currently, the City's fiber optic communications rack is located in a separate building, but the IT Department has noted that this will be moved to the Mechanical Room; it is assumed that this relocation will be completed by the time this project is constructed). Subtask 4.3: 60% Design The Consultant will include the additional design elements described under Subtask 4.2 into the 60% Design package. Subtask 4A 90% Design The Consultant will include the additional design elements described under Subtask 4.2 into the 90% Design package. Packet Pg. 16 2.3.a Transpo Group USA, Inc. Cost Estimate Worksheet Cfal'1spogroup Tr Number / Project Name 1.22138.00 - City of Edmonds - SR-10 Adaptive System from 236th St. SW to 226th St. SW - Supplement 1 Pay rates are effective from May 1, 2023 through April 26, 2024, within the ranges shown in the attachment. Only key staff are shown and other staff may work on and charge to the project as needed by the project manager. Labor., 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 initials labor category cost rote Project PIC/Fed. Sys. Eng. Project Data CAD/ Transp. CAD/ Project Manager Funding Lead Engineer Analyst Graphics Analyst Graphics Admin Lead JKHC VM BA2 Eng L5 Prin L7 Prin L7 1En L3 En L5 En L2 An L2 PA L4 PA L4 $63.00 $84.86 $112.98 $50.00 $62.02 $42.31 $39.18 $41.59 $57.21 Work Task Task 1 -Project Management 1.1 - Project Coordination Hours 0 Cost $0 $0 1.2 - Progress Reports and Invoices 0 $0 1.3 - Meetings 0 $0 Bi-weekly Meetings $0 City Council Meeting and Prep. 0 $0 Public Outreach Meeting/Open House and Prep.71 0 $0 1.4 - Project Schedule 0 $0 Task 2 - ASC Systems Engineering 0 $0 2.1 - Concept of Operations 0 $0 Workshop 0 $0 Dmft ConOps 0 $0 Final ConOps 0 $0 2.2 - System Requirements 0 $0 Workshops 0 $0 Draft SysRegs 0 $0 Final SysRegs 0 $0 RFI Documents 0 $0 Vendor Presentations 0 $0 2.3 - Verification and Validation Plans 0 $0 Draft Verification Plan 0 $0 Final Verification Plan 0 $0 Draft Validation Plan 0 $0 Final Validation Plan 0 $0 2.4-Procurement Plan 0 $0 Draft Procurement Plan 0 $0 Final Procurement Plan 0 $0 RFP Documentation 0 $0 2.5 - Bidding Support Services 0 $0 Bidder Questions 0 $0 Addenda 0 $0 Proposal Evaluations 0 $0 2.6 - Implementation Technical Support 0 $0 Kick -Off Meeting 0 $0 Bi-weekly Meetings 0 $0 RFIs 0 $0 site visits 0 $0 Verification Plan Review 0 $0 2.7-Validation Report 0 $0 Daft Validation Report 0 $0 Final Validation Report 0 $0 Task 3 - Technology and Altematives Evaluation 0 $0 Vehicle Detection Systems Evaluation 0 $0 Communications System Evaluation 0 $0 TMC Evaluation 0 $0 Dmft Memomndum 0 $0 Final Memorandum 0 $0 Task 4 - ITS PS&E 0 $0 4.1 - Data Collection 0 $0 4.1.1- Topographic Survey 0 $0 4.1.2- Geotechnical Investigation 0 $0 4.1.3-ASBuilt Review and Field Investigation 0 $0 4.2 - 30 % Design 0 $0 Design Plans 0 $0 Opinion of Probable Construction Costs 0 $0 Supporting Calculations 0 $0 Qc 0 $0 Design Review 0 $0 4.3 - 60 % Design 0 $0 Design Plans 2 4 6 12 $580 Opinion of Probable Construction Costs 0 $0 Supporting Calculations 0 $0 Qc 0 $0 Design Review 0 $0 Cost Estimate Prepared on: 6/5/2023 Packet Pg. 17 Transpo Group USA, Inc. Cost Estimate Worksheet 2.3.a 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 MIS 1 2 3 4 5 6 7 8 9 10 11 12 4.4-90% Design 0 ASC System Vendor Coordination 0 Design Plans 2 4 6 12 Opinion of Probable Construction Costs 0 Project Manual 0 Supporting calculations 0 QC 0 Design Review 0 4.5-95% Design 0 Design Plans 0 Opinion of Probable Construction Costs 0 Project Manual 0 Supporting calculations 0 QC 0 4.6 - Final PS&E 0 Design Plans 0 Project Manual 0 Engineers Estimate 0 Task 5 - utility Coordination 0 Meetings 0 Supporting Documentation 0 Task 6 - Bid and Award Support 0 Pre -Bid Meeting 0 Bidder Questions 0 Addenda 0 0 xellaneous Total Hours 4 0 0 8 0 12 0 0 1 0 1 24 $252 $0 1 $0 $400 $0 $508 $0 $0 1 $0 $0 $0 $580 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Fee (as a % of labor) t I' $289.93 $0 $0 Subconsm tants: Subs Firm Cost LDc $29,506.44 HWA GeoSciences 422,377.42 PH Consulting $5,099.50 SUPPLEMENT 1 ESTIMATE $15,701.30 SUPPLEMENT 1 MANAGEMENT RESERVE $16,486.37 SUPPLEMENT 1 GRAND TOTAL ESTIMATE $32,187.67 plement 1 will utilize $15,701.30 from the Management Reserve Fund that was included as part of the original :ement, leaving $125.95 remaining. Supplement 1 will also replenish the Management Reserve Fund to 5 % of Revised Contract Total Estimate (5 % of $332,246.30 = $16,612.32), which requires the addition of $16,486.37. below for additional details. additional Management Reserve Fund is needed to accommodate for any overruns of direct salary and head costs that might occur under the existing scope of work, or for the consultant to perform additional work is outside the agreement or supplement's scope of work (but within the scope of the advertised project). This include the need for additional check -in meetings, additional support during implementation of the ASC am, additional data sources that may be desired for the Validation Report, etc. ORIGINAL AGREEMENT SUPPLEMENT ORIGINAL TOTAL ESTIMATE ORIGINAL MANAGEMENT RESERVE ORIGINAL GRAND TOTAL ESTIMATE SUPPLEMENT 1 TOTAL ESTIMATE SUPPLEMENT 1MANAGEMENT RESERVE SUPPLEMENT 1 GRAND TOTAL ESTIMATE CONTRACT REVISED CONTRACT TOTAL ESTIMATE REVISED CONTRACT MANAGEMENT RESERVE (5%) REVISED CONTRACT GRAND TOTAL ESTIMATE $316, 545.00 $15,827.25 $332,372.25 $15,701.30 $16,486.37 $32,187.67 $332,246.30 $16,612.32 Cost Estimate Prepared on: 6/5/2023 Packet Pg. 18 2.3.a LDC Surveying Engineering Planning Client Name: Transpo Group Project Name: Edmonds Adaptive Date:4-17-23 Proposed Budget / Fee Vince Townsend Michael Nigel young James Anderson n/a Sebastian Garcia Simon Teeter Lee Anderson n/a Vasiliy Kotok Lloyd Langevin Miguel Rendon Robert Waller Clifford Miller n/a Jesse Sotelo n/a n/a Task Task Code Director of Land Surveying Professional Land Surveyor Senior Survey Technician Survey Field Manager Survey Technician Senior Crew Chief Survey Crew Chief II Survey Crew Chief II Survey Crew Chief II Survey Crew Chief I Survey Crew Chief I Survey Rodman I Direct Labor Costs Over Head Fee (30%) Total Direct Rate (per hour) $67.68 $55.68 $40.00 $54.56 $40.96 $46.20 $43.08 $42.44 $40.00 $32.52 $32.00 $27.52 $0.00 $0.00 1.1 Additional Topographic Field Survey and Mal)l)inq 8 24 32 4 4 32 40 64 $8,502.72 $12,158.04 $2,125.68 $22,786.44 0.00 $0.00 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 0.00 0.00 0.00 $0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.o0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $0.00 0.00 0.00 $0.00 0.00 $0.00 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 8 24 32 0 4 4 32 0 40 0 0 0 0 0 64 0 0 $8,502.72 $12,158.04 $2,125.68 $22,786.44 541.44 $1,336.32 $1,280.00 $0.00 $218.24 $163.84 $1,478.40 $0.00 $1,723.20 $0.00 $0.00 $0.00 $0.00 $0.00 $1,761.28 $0.00 $0.00 LDC Consulting Cost: Subtotal: LDC Direct Labor Costs $ 8,502.72 Overhead 142.99% $ 12,158.04 Fee 25.00% $ 2,125.68 Total: LDC Direct Labor, OH & Fee $ 22,786.44 Subconsultant(s): 1 Underground Utility Vendor $ 6,400.00 2 $ - 3 $ - 4 $ - Subtotal $ 6,400.00 Overhead(5%) $ 320.00 Total: Subconsultants $ 6,720.00 Misc Reimbursable Title Reports $ - Mileage & Expenses (Mileage @ Current IRS Rate) $0.625 $ 200.00 Printing $2 $ - Total: Misc Reimbursables $ TOTAL ESTIMATED COST $ 29,506.44 Packet Pg. 19 City of Edmonds Edmonds Way Adaptive Project Project No. 22 Fee Estimate Summary PH Consulting Staff Category Hours Rate Cost Senior Project Manager 4 $ 199.75 $ 799.00 Senior Traffic Engineer 12 $ 164.50 $ 1,974.00 Project Engineer 0 $ 141.00 $ - CAD Designer II 22 $ 105.75 $ 2,326.50 Office Administrator 0 $ 94.00 $ - Total Fee 5/5/2023 Total Hours 38 4PH CONSULTING Balanced Transportation Solutions $ 5,099.50 $ 5,099.50 Packet Pg. 20 City of Edmonds Edmonds Way Adaptive Project Project No. 22 Task Hour Breakdown Task No. Task Description Principal Senior Project Manager Senior Traffic Engineer Project Engineer CAD Designer II Office Administrator Total Hourly Rate $ 211.50 $ 199.75 $ 164.50 $ 141.00 $ 105.75 $ 94.00 3.0 TEMPORARY TRAFFIC CONTROL PLANS 60 % Submittal (2 Additional Sheets) 2 6 12 20 90 % Submittal (2 Additional Sheets) 1 1 4 1 6 11 95 % Submittal (2 Additional Sheets) 1 2 2 5 Bid Set Submittal 0 0 2 2 PH TOTAL HOURS 0 4 12 0 22 0 38 TOTAL ALL TASKS $ $ 799.00 $ 1,974.00 $ $ 2,326.50 $ $ 5,099.50 5/5/2023 4PH CONSULTING Balanced Transportation Solutions Packet Pg. 21 2.4 City Council Agenda Item Meeting Date: 07/11/2023 Perrinville Creek Culvert / BNSF Staff Lead: City Council Department: City Council Preparer: Beckie Peterson Background/History An email was received by all councilmembers with the subject: Perrinville Creek Failed Culverts and Flow Splitter Threat to BNSF Mainline Track and Puget Sound Recommendation For committee discussion. Narrative N/A Attachments: 2023-07-03 Lider Report FILED Packet Pg. 22 2.4.a --� LIDER ENGINEERING PLLC 71 Low Impact Development Engineering Resources Storrmwater and Erosion Control Engineering ti - iiiiiIiiii�iiiiiiiii,iiiiiiiiii!lllllll�lI 111111r, � 1 TRANSMITTED BY E-MAIL July 3, 2023 Edmonds City Council: Neil.Tibbott(o)edmondswa.gov dave.teitzel(a-).edmondswa.gov will.chen(a-)edmondswa.gov diane.buckshnis(c�edmondswa.gov vivian.olson(a)edmondswa.gov Susan. paine(a-).edmondswa.gov jenna.nand (c�edmondswa.gov Subject: Perrinville Creek Failed Culverts and Flow Splitter Threat to BNSF Mainline Track and Puget Sound I am contacting the Edmonds City Council to express my concern and alarm over the lack of action to replace two failing, City -owned culverts under the Burlington Northern Santa Fe (BNSF) mainline railroad tracks. The two culverts convey the flow from Perrinville Creek and are located at 8229 Talbot Road, Edmonds, WA. Failure of either culvert could cause a track washout, or possibly a catastrophic train derailment with the potential for property damage, loss of life, and significant pollution into Brown's Bay, Puget Sound. The first culvert pipe is a 30-inch reinforced concrete pipe (RCP) that acted as the main discharge of Perrinville Creek to Puget Sound. The RCP installation date is unknown. The second culvert pipe is a 40-inch ductile iron pipe (DIP) that was installed by the City around 1995 as a part of a high flow bypass and flow splitter stream diversion. The flow splitter was installed for the sole benefit of two downstream properties located at 8235 and 8307 Talbot Road so they could have a private salmon stream in their backyards, shown in draft topographic utility map attached to this letter report'. The City has been aware of the failing pipe problem since it documented a pipe separation in a 2013 video inspection, conducted after my initial 2012 inspection; yet the City apparently has taken no corrective action to mitigate the problem. This inaction places the City at significant financial risk and liability in the event of a rail accident, given its knowledge of the problem and its willful failure to mitigate the problem. BACKGROUND The City installed the DIP and flow splitter around 1995, but kept no records of its design. Over the last 25-years, upstream development in the Perrinville Creek Reference Attachment 1, City of Edmonds draft Utility Topographic Map Page 1 of 5 LIDER ENGINEERING PLLC 2526 - 265th Place 5W, Lynnwood, WA98036 office 425-776-6671 cell 206-661-0787 bilIWider Packet Pg. 23 2.4.a watershed. Much of this development occurred with inadequate stormwater flow control, that has contributed to higher runoff rates and increased erosion. Since 1995, the City has spent thousands of dollars maintaining the flow splitter, that blocks fish passage at the mouth of Perrinville Creek. The flow splitter requires frequent maintenance by City crews to remove rocks and other bedload that flows down Perrinville Creek. During a December 2020 storm event, the backyards of the two downstream properties that are in a FEMA flood mapped area zoned AE (a high -risk flood area). These backyards washed out because of the City's flow splitter high flow bypass was inadequate to pass rock and stream bedload during a major storm2. I first viewed the two outfalls and wrote a report that I furnished to the City in June 20123. At that time I noted that the DIP outfall was badly corroded and that the steel m was delaminating and recommended its replacement. Ten years later, I again viewed the DIP outfall in February 2022 and noted a hole about the size of a business card had opened up and that a transverse crack had also formed4. The interior condition of the DIP is unknown, due to a lack of a proper video inspection. a� L Photographs of my two visits, 10-years apart, are shown below. The deterioration that a� has occurred to the pipe in the saltwater, nearshore environment is obvious: L L Figure 1 Perrinville Creek 40" DIP June 22, 2012. Delaminated but no holes. Figure 2: Perrinville Creek 40" DIP February 15, 2022. Hole rusted through with transverse crack. On January 10, 2013, Ballard Diving & Salvage (BDS) performed a video inspection of the two culvert pipes, under contract to the City. The video of the RCP showed extensive corrosion of the steel reinforcement in the RCP's concrete, that would soon spall, leading to more rapid corrosion. One section of the RCP was noted as deflecting (settling) 10-12-inches and railroad ballast visible in the open joint below in the crown of the pipe. Railroad ballast is an angular rock about the size of your fist; while pipe 2 Reference My Edmonds News, Perrinville Creek Restoration Project, March 2, 2021 3 Reference Lider Report June 22, 2012 4 Reference Lider Report February 15, 2022 Page 2 of 5 IJDER ENGINEERING PLLC 2525 - 205th Place 5W, Lynnwood, WA 98036 office 425-776-0671 cel1206-661-0787 bilIWider Packet Pg. 24 2.4.a bedding is a coarse sand designed to spread the rail loads evenly around the pipe barrel. The loss of pipe bedding shown in the 2013 video is of concern as now the angular railroad ballast rock can impinge forces at a point on the concrete pipe, that can lead to cracking, accelerated rusting of rebar, and collapse of the pipe. BNSF design standards require structures under their tracks to be designed to Cooper E-80 load standards. This is about four times the load on the pipe than city street loads. It is unlikely that either the DIP or RCP pipe in their corroded conditions can meet the Cooper E-80 load requirement necessary for safe rail operations. The 2013 video inspection of the DIP was inconclusive, because the video was done during a period of high flow that submerged the camera; and the DIP could not be properly inspected due to the turbid water. Much of the DIP video was out of focus and BDS did not completely survey the DIP. Furthermore, the DIP video failed to measure the camera travel distance into the pipe, making it difficult to determine locations of potential failures, like rust -boils present in the DIP, so that locations of potential failure could be noted for future reinspection and to estimate the rate of deterioration. According to available public records, the City has not done a follow-up inspection of the DIP during a period of low flow, when a proper video inspection could have been conducted. As a part of the BDS report on the two pipes, BIDS recommended video inspection of these pipes on an annual or semi-annual basis. It has now been over 10 years since the City did any inspection of these pipes, as evidenced by the public records provided to me under Public Records Request R001969-061023. The 2013 BDS videos and reports can be downloaded off the City website at the link below: https://edmondswa.mVcusthelp.com/WEBAPP/ rs/(5(eamtmilzxen54skz2xrflhsx))/Open Records5ummary.aspx?view=l&s5essionlD=, and then cut and paste the records request number R001969-061023 to review the files. At the Edmonds City Council meeting on June 7, 2022, the Council authorized $906,919 for Public Works to hire Environmental Science Associates (ESA), to study the problem and produce a design to address this problem. As of this date, the City has not provided any work product document submittals by ESA to the City and it is unknown exactly how much, or if any, progress has been made to address the failing culverts at Perrinville Creek. Public Works has been unresponsive to my document requests and simply obtaining the 2013 video inspection information by public records request has been difficult and time-consuming. The current project status is unknown because Public Works does not provide updates, preliminary designs, or schedules for deliverables by ESA. Current Conditions The flow splitter remains blocked and filled with rock. All flow from Perrinville Creek flow is being routed through the high flow bypass DIP. The concrete box flow splitter remains a blockage to fish passage and its maintenance by Public Works to remove rocks and sediment has been haphazard. Page 3 of 5 IJDER ENGINEERING PLLC 2525 - 205th Place 5W, Lynnwood, WA 98036 office 425-776-0671 cel1206-661-0787 bill@Iider Packet Pg. 25 2.4.a The current condition of the DIP is unknown, in part because it was never properly inspected in 2013 and there has been no reinspection in the last 10-years. The RCP pipe remains blocked with unconsolidated rock and sediment; its current condition is unknown. The RCP cannot be reinspected until the rock and debris clogging the pipe are removed. No flow is currently routed through the RCP. It is a reasonable assumption that saltwater corrosion is continuing and likely accelerating due to saltwater corrosion of the concrete and exposed steel. Recommended Action Unconsolidated debris clogging the 30-inch RCP should be removed by jetting and vactoring. The RCP should then be filled with Controlled Density Fill (CDF) by pumping from the low end to the high end to make sure that the pipe is completely filled, such that it will not collapse under rail loads. 2. A stream undercrossing for Perrinville Creek should be constructed similar to the nearby Lund's Gulch Creek undercrossing, that was recently completed by BNSF as a part of the Snohomish County Meadowdale Park improvements. This would allow free flow of bedload and rock into Puget Sound, help with beach replenishment, and greatly reduce the City's maintenance costs. 3. After completion of the new stream undercrossing the DIP should be filled with CDF by pumping from the low end to the high end of the pipe; and the flow splitter removed. 4. Upstream area east of the BNSF tracks should be improved as an intertidal estuary that would provide critical habitat for non -natal juvenile, Chinook salmon that are federally listed as a threatened species. This work should be accomplished on an expedited or emergency basis as warranted; but this work must be completed before the next major storm event. I can be available to discuss this matter in greater detail at your next Public Works Committee meeting, if requested. Rail accidents have become ubiquitous throughout the United States, resulting in significant environmental harm and property damage. The last thing that anyone wants is to see a BNSF locomotive engine or a derailment of hazardous chemicals in Puget Sound. Page 4 of 5 IJDER ENGINEERING PLLC 2525 - 205th Place 5W, Lynnwood, WA 98036 office 425-776-0671 cel1206-661-0787 bilIMider Packet Pg. 26 2.4.a Thank you for your consideration of these comments. Respectfully submitted, LIDER ENGINEERING, PLLC �lNlri M. L .p Z2171 G7STY, July 3, 2023 jONAL William M Lider, PE, CESCL Principal Engineer CC: Oscar Antillon, Edmonds Public Works Director oscar.antillon(o)_edmondswa.gov Washington Utilities & Transportation, Rail Safety rail(a-utc.wa.gov Brandon Archambeau, BNSF Railroad Brandon.Archambeau(a�BNSF.com Mark Hargrove, BNSF Railroad mark. hargrove(a_bnsf.com Hon. Pramila Jayapal, via Rachel Berkson Rachel. Berkson(�mail.house.gov Kurt Nelson, Tulalip Tribes knelson tulaliptribes-nsn.gov Todd Gray, Tulalip Tribes toddgray(a)tulaliptribes-nsn.gov Tom Murdoch, Adopt A Stream Foundation tom streamkeeper. org Sean Dixon, Puget Soundkeeper sean(a)-pugetsoundkeeper.org Marjorie Fields, Snohomish County Sierra Club mvfields(a-me.com Eric Adman, President SKWC snokingwatershedcounciI(a)-gmail. com Robert Bernhoft rdbern(o-)_frontier.com Joe Scordino ioe.scordino(a�yahoo.com Attachments: 1. City of Edmonds draft Utility Topographic Map 2. My Edmonds News, Perrinville Creek Restoration Project March 2, 2021 3. Lider Report June 22, 2012 4. Lider Report February 15, 2022 Page 5 of 5 IJDER ENGINEERING PLLC 2525 - 205th Place 5W, Lynnwood, WA 98036 office 425-776-0671 cel1206-661-0787 bill@Iider Packet Pg. 27 LEGEND 2.4.a � o �RPGK / RP��R0 ROBINSON ' CB#3(TYPE 1) W/CURB INLET RIM 17.40 CONC FILLED STRUCTURE WITH 8"VERTICAL PVC PIPE CB#2(TYPE 1) BTM 13.80 RIM 17.40 IE S 13.90 IE E 13.85 BTM 12.65 WS 14.10 16 "DEC OE--- - 6" FM (CI) -SS-- __ Gam- ;B I 5.51 TOP PATCH 18.07' I I 5.33' DEEP(C.O.E.) I � I 8312 � I LOVELL I I � I � ABBREVIATIONS: TREES: CLF CHAIN LINK FENCE C CEDAR VBF VERTICAL BOARD FENCE F FIR CONC CONCRETE P PINE P.A. PLANTED AREA A ALDER PVC POLYVINYL CHLORIDE PIPE DEC DECIDUOUS AC ASPHALT CURB HEM HEMLOCK ADS APPLIED DRAINAGE SYSTEM CW COTTONWOOD CY CHERRY LINETYPES: / BUILDING LINE EDGE OF ASPHALT - - - - - - - PLAT LOT LINE - - STREET R/W LINE - STREET R/W CENTERLINE x x FENCING - - - - SD- - - - SD- UNDERGROUND STORM LINE - - - SS - - - - SS UNDERGROUND SEWER LINE - - - W - - - - W UNDERGROUND WATER LINE - - - E - - - - E UNDERGROUND POWER LINE - - - T - - - - T UNDERGROUND TELEPHONE LINE - - - OE- - OE OVERHEAD POWER LINE - - - - - - - EASEMENT LINE ICV 00 IRRIGATION CONTROL VALVE FIRE HYDRANT D4 WATER VALVE EH WATER METER SH• SPRINKLER HEAD YARD LIGHT POWER POLE W/ LIGHT -0- POWER POLE m Z POWER JUNCTION BOX © POWER VAULT EO o ELECTRICAL OUTLET O SANITARY SEWER MANHOLE MWo� MONITOR WELL SYMBOLS: 20' 0' 20' 40' SCALE IN FEET MONUMENT IN CASE 0 DHA SURVEY CONTROL 0, DECIDUOUS TREE CONIFER TREE o YARD DRAIN Q❑ STORM DRAIN MANHOLE ❑ STORM DRAIN CATCH BASIN -� HOSE BIB o MAIL BOX -ET SIGN 000ZD ROCKERY UTILITIES MAPPING. ALL EXISTING UTILITIES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED BY RECORD LOCATION OR FIELD TIED AS A RESULT OF A UTILITY PAINT -OUT DURING THE COURSE OF THE FIELD SURVEY. DUANE HARTMAN & ASSOCIATES, INC. (DHA) ASSUMES NO LIABILITY FOR THE ACCURACY OF THE RECORD INFORMATION AND/OR THE UTILITY PAINT -OUT. FOR THE FINAL LOCATION OF THE EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT THE UTILITY OWNER/AGENCY AND UTILITIES UNDERGROUND CENTER (8001424-5555). TOPOGRAPHIC MAPPING. THE MAP SHOWN HEREON IS THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN & ASSOCIATES, INC. (DHA) COMPLETED ON AUGUST 2022. DHA ASSUMES NO LIABILITY, BEYOND SAID DATE, FOR ANY FUTURE SURFACE FEATURE MODIFICATIONS OR CONSTRUCTION ACTIVITIES THAT MAY OCCUR WITHIN OR ADJOINING THE PERIMETER OF THIS SURVEY. CONTACT DHA (425/483-5355) FOR SITE UPDATES AND VERIFICATIONS. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE NAD 83(91) / VERTICAL DATUM: NAV988, US FEET. / \ CONTOUR INTERVAL: 1 FOOT / \ HORIZONTAL SCALE.- 1" = 20' CITY OF EDMU"NDS \ PERRINVILLE CREEK TOPOGRAPHIC SURVEY / SURVEYING AND MAPPING DONE BY-DUANE HARTMAN &ASSOCIATES, INC / \ N DUANE H� DHA / \ 16928 WOODINVILLE \ \ WOODINVILLE, WASH CB II 72" / \ 1E 7. / \ \ lE NW 7.2 (30"DI) lE SE 10.5 (40 "ABS) i \ BOT 5.9 / DHA JOB No. 11-1827/22-3257 G \ (82279 O DHA 3257-42 \ \ \ REBAR/CONTROL CAX N 310811.659 \ ° \ E 1269119.579 \ J' \ EL 20.46' X \ o\ N \\\ \ 401ABS \ \ INTAKE IE 11.4 14 \ -30"ABS o \ OUTFALL lE 12.2 2.0 x2.1 ' PA TCH TOP PATCH 19.64' 4.25' DEEP(C.O.E.) SARVIS 1 1 1 1 1 1 1 1 1 1 1 1 1 ALBRECHT 8219 CB / / RIM 47.40 BERNHOFT IE E 45.6 (8"CONC) BOT 43. (425) 483-5355 FAX (425) 483-4650 a: ' co / Z 00 I •L L / a �0 J / I / M 0 / ti C / N I / C ' I / Q lII \ l RlM 46.87 J lE N 44.4 (12» CONC) \ / lE W 45.0 (8 "CONC) \ / IE S 44.6 (12"CONC) \ / BOT 43.2 , 12"C RISER \ RIM 33.22 ^; lE N 30.8 (12"CONC) CTR. CHANNEL IE 29.3 (E-W) / / l �30" CONC INTAKE IE 29.6 36"M / ATTAR / 12" /(*270 / / 'TKuoO 1-1 1-20" ` pERRINV144E K �� \ DHA 3257-47 TACK IN HUB / 8112 �i5l 4V 310690. 750 _ p 1269513.483 fL 40.`59,,- HILL � lv1H2-72 48" / RIM 37.99 lE NE 27.8 (8"CONC) \ / lE SE 28.3 (8 "CONC) \ / G lE SW 277 (8 "CONC) \ CHANNELED BOTTOM / �O2 \ \ AZAR ASPHALT \ G�Pr' DRIVE -8"DEC -SDMH 72" \ \ / / 6 SIZE TO BE VERIFIED \ NW 1 .7 ( 0"A S IE S 12.7 (301ABS) \ / CHANNELED BOTTOM \ \ 1.7 x2.0' PATCH TOP PATCH 33.60' \ \ 2.67' DEEP(C.O.E.) OGONOWSKI \ \ y. i i i i i i i i i i i i i i i i i i i i Packet Pg. 28 2.4.a Mayor proposes Perrinville Creek Restoration Project to address long-term flooding, threats to fish Posted: March 2, 2021 387 City crews worked through the night Dec. 21 to keep water flowing. (Photo courtesy City of Edmonds) Citing heavy rainfall that overwhelmed the lower portion of Perrinville Creek, causing floods in December and January that washed out Talbot Road, damaged private property and threatened critical infrastructure, Edmonds Mayor Mike Nelson on Tuesday called for "immediate creation" of a plan to restore Perrinville Creek. According to the city, during those storms in late 2020 and early 2021, the lower portion of Perrinville Creek received a massive amount of water and huge volumes of sediment Packet Pg. 29 2.4.a containing silts, sands, gravels and rocks (up to 18 inches in diameter). As a result, the culvert under Talbot Road was overwhelmed and Perrinville Creek flowed over the road. The city said that crews worked for several day and nights to try to keep the channel open and flowing, including hand -digging channels to keep the creek moving. A detailed staff report of the incidents can be found here. "Today I am calling for the immediate creation of a Perrinville Creek Restoration project plan," Nelson said. "It is clear the current structure, built in the 1990s, is not able to handle the flow of water from storms and protect the wildlife that inhabit the creek. While emergency modifications are addressing safety and avoiding property damage in the short-term, a longer -term solution would provide both greater protection to nearby properties and a sustainable solution for the creek to function in its natural role as a habitat for salmon and other fish," the mayor added. Perrinville Creek has been impacted by excessive amounts of sediment that should be better controlled upstream, years of modifications on private property that, over time, have altered the natural course of the creek, and a culvert under Talbot Road that is a significant barrier to fish passage, the city said. Climate change is also altering the historic patterns of winter rainstorms, with a greater percentage of annual rainfall coming during the winter months and in fewer, but more intense, storms. "There needs to be both a short-term resolution to maintain flow and prevent further loss of fish life, and a larger, longer -term solution to actually restore a sustainable fish habitat and population to this entire section of Perrinville Creek," added Public Works and Utilities Director Phil Williams. The ultimate resolution will require multi -jurisdictional participation between the City of Edmonds, City of Lynnwood, and Snohomish County, and will involve multiple private property owners, the city said. While working toward a short-term fix, city staff believe it is critical to also immediately begin developing proposals to move forward with a major restoration project in the near future. The city is in the process of scheduling a site meeting with Washington Department of Fish and Wildlife staff as an initial step toward viable short-term solutions. For the longer term, staff as a first step are seeking a scope of work for a sediment source identification study. According to the city, this study will provide key information in developing initial concepts and bringing project partners to the table. The city said this approach differs from its previous efforts in the basin, which have focused purely on reducing flow rates in the creek in order to reduce sediment loads. Packet Pg. 30 2.4.a That previous work wasn't sufficient to overcome the decades' worth of historic damage to the creek and keep up with climate change. Once staff have formulated a better idea of the full effort and cost required to pursue a restoration project, they will present it to Edmonds City Council for their review and direction, which will also include an opportunity for public input. Packet Pg. 31 2.4.a ENGINEERING Stormwater and Erosion Control Engineering OBSERVATION REPORT LOCATION: Ohanley Property 8229 Talbot Road, Edmonds, WA PREPARED BY: William Lider, PE, CESCL DATE OF OBSERVATION: June 22, 2012 WEATHER CONDITIONS: Overcast, light rain, +/-60'F After checking with the next door neighbor, Mr. Bernhoft, I visited the Ohanley property to view the high flow bypass structure that the City of Edmonds operates and holds a stormwater easement for on the Ohanley property. It had been raining steadily for three to four hours prior to my visit. I estimated the rain fall from the commencement of rain at about 0.10 inches with a maximum intensity of 0.02 to 0.04 inches per hour. The stream channel at the south Ohanley property is clogged with rocks and cobbles and a significant flow from Perrinville Creek was spilling into the overflow structures. The high flow bypass structure and flow splitting weir are obstructing the bed load movement of rocks and cobbles causing the stream bed to rise thus causing a portion of the Perrinville Creek to flow into the high flow bypass pipe even at low stream flow. I then proceeded to view the overflow pipe outlet in the beach tidal area west of the BNSF tracks. Flow in the bottom of the 42 inch ductile iron pipe was measured at 6 inches deep and was later calculated at 3.40 cubic feet per second using the Manning Equation. The end of the ductile iron outfall pipe is badly corroded and is not designed to prevent fish entry. Fish entering the high flow bypass outlet are likely to be stranded and die when they enter this culvert and the flow subsides. It appears that the 42" pipe material changes at some point between the high flow bypass structure and the outfall. The pipe material exiting the high flow bypass is HDPE; however the pipe at the outfall is ductile iron. No manhole structure was observed between the outfall and the high flow structure; however it is possible that it could be covered by weeds and soil. A dead Sea Lion was noted on the beach at the BNSF riprap and was reported to the Seattle -Everett Marine Mammal Stranding Network. Page 1 of 4 LIDER ENGINEERING PLLC 2526 - 205th Place SW, Lynnwood, WA 98036 office 425-776-0671 cell 206-661-0787 bill@liderengineering.com Packet Pg. 32 2.4.a Photo 1 June 22, 2012, 14:22: Note rock cobbles clogging Perrinville Creek. Flow control orifice is inhibiting the downstream movement of rock bed load. r: _ w y z m_ as U (D d L U d C �L a 0 w J LL i` O M a) J M M N O N C a) E M V O Q Photo 2 June 22, 2012, 14:23: Water flowing into high flow bypass. Page 2 of 4 LIDER ENGINEERING PLLC 2526 - 205th Place SW, Lynnwood, WA 98036 office 425-776-0671 cell 206-661-0787 bill0liderengineering.com Packet Pg. 33 2.4.a Photo 3 June 22, 2012, 14:27: Dead Sea Lion on beach north of outfall reported to the Seattle -Everett Marine Mammal Stranding Network. z m_ as U aD L U d C �L L a 0 w J LL r_ O CL N i O J M O ti O M N O N C N E t V O Q Photo 4 June 22, 2012, 14:29: Photo taken at low tide. Note 6" depth of water in 42" DIP outfall. Flow estimated at 3.40 cfs using the Manning Equation. Page 3of4 LIDER ENGINEERING PLLC 2526 - 205th Place SW, Lynnwood, WA 98036 office 425-776-0671 cell 206-661-0787 bill0liderengineering.com Packet Pg. 34 2.4.a Photo 5 June 22, 2012, 14:30: Badly corroded high flow bypass outfall pipe. The 42" ductile iron pipe invert is below Mean High Water (MHW) as evidenced by the barnacle line and the outfall is not designed to prevent fish entry. Page 4 of 4 LEER ENGINEERING PLLC 2526 - 205th Place SW, Lynnwood, WA 98036 office 425-776-0671 cell 206-661-0787 bill@liderengineering.com Packet Pg. 35 0% "JER ENGINEERING PLL Low Impact Development Engineering Resources Stormwater and Erosion Control Engineering W.ILLI^M M LIDER, M "6rr' OBSERVATION REPORT AND RECOMMENDATIONS LOCATION: Perrinville Creek Outfall to Puget Sound 8229 Talbot Road, Edmonds, WA PREPARED BY: William Lider, PE, CESCL DATE OF OBSERVATION: February 15, 2022 WEATHER CONDITIONS: Overcast, +/-45°F. There had been no significant rainfall in the past 48-hours. On this date I viewed the Perrinville Creek outfall into Puget Sound at the request of Mr. Bernhoft, a neighboring property owner. I was able to view the exposed portion of the 40-inch ductile iron pipe (DIP) Perrinville Creek outfall on the beach, just west of the BNSF railroad tracks at 8229 Talbot Road, Edmonds, WA. The DIP pipe has continued to deteriorate since my site visit on June 22, 20121. Delamination of the steel pipe has progressively gotten worse, as expected. A hole about the size of a business card is visible on the top of the outfall pipe; and several smaller incipient holes were visible on the top of the pipe. There was approximately 2-inches of water flow in the DIP, estimated at 0.9-cfs. The 40-inch DIP was designed to act only as an emergency bypass pipe from the City Edmonds' flow splitter in Perrinville Creek. However, a significant storm in December 2020 overwhelmed the flow splitter, filling it with rocks and debris, and causing it to fail. The 40-inch DIP is the only outfall now for Perrinville Creek. Significant amounts of sediment were delivered to the primary 36-inch concrete outfall pipe, located in the tidelands at 8307 Talbot Road, about 50-feet south of the 40-inch DIP outfall. The 36-inch pipe is 90% blocked with rocks and sediment and had no flow on this date. The concrete pipe appears to be back - sloped, possibly indicating a pipe collapse may have occurred under the BNSF railroad track. Both the 40-inch DIP and 36-inch concrete pipe are owned by the City of Edmonds, who is responsible for their maintenance. Holes orjoint separations in either the 40-inch DIP or the 36-inch concrete pipe could result in fines and smaller grained soils being washed out from below the railroad bed, possibly resulting in the creation of a void under the track. Reference Lider Engineering Report dated June 22, 2012 Page 1 of 4 LIDLR LNGINLLRING PLLC 2526 - 205th Place SW, Lynnwood, WA 98036 office 425-776-0671 cell 206-661-0787 bill@liderengineering.com Packet Pg. 36 2.4.a This track is frequently used by BNSF to transport potentially hazardous cargo, as well as passenger trains for Sound Transit and Amtrac. A derailment of any type would endanger the life and property of adjacent residents, rail crews, their passengers, and would be environmentally catastrophic to Puget Sound. It is my professional opinion, based on the exposed portion of the 40-inch DIP, that it is no longer safe to carry Cooper E-80 live load with diesel impact, as required under BNSF's Guidelines for Industry Track Projects, 2018 edition. RECOMMENDATIONS: 1. At the earliest possible moment, the City of Edmonds should video inspect the 40-inch DIP to determine if any holes or joint separations have opened up under the BNSF tracks indicating that soil material has been leaking into the pipe that could create a void in the rail bed. 2. If holes have opened up above the 40-inch DIP, a temporary suspension of rail traffic would be warranted, until an appropriate, temporary repair can be implemented by BNSF. 3. The City of Edmonds should expedite the replacement of the 40-inch DIP on an emergency basis, including removal of the failed Perrinville Creek flow splitter in the City's stormwater easement at 8229 Talbot Road. 4. The existing, non-functional 36-concrete pipe should be jetted and cleaned of blocking debris. The 36-inch pipe should then be inspected to determine if soils have been transported out from below the rail bed. The 36-inch pipe should then be pumped full of controlled density fill (CDF) and abandoned in place. Respectfully submitted, LIDER ENGINEERING, PLLC y%K, i M. 9,4 �Lt'Jo February 15, 2022 I0NA William Lider, PE, CESCL Principal Engineer Attachments: Photos 1-4 cc: Bob Bernhoft, Tom Murdoch, Marjorie Fields City of Edmonds Council, Mayor, and City Engineer Mark Hargrove, BNSF Kirk Lakey, WDFW Page 2 of 4 LIDLR ENGINLLRING PLLC 2526 - 205th Place SW, Lynnwood, WA 98036 office 425-776-0671 cell 206-661-0787 bill@liderengineering.com Packet Pg. 37 2.4.a -- s Photo 1: Perrinville Creek outfall to Puget Sound w/approximately 0.9 cfs flow. Photo 2: Hole opening and transverse crack in the 40-inch DIP outfall pipe. Page 3 of 4 C Cn MZ W U d L U d �L L a c w J U- r- O CL d J M O I- O M N O N C O E t C) O Q LIDER ENGINEERING PLLC 2526 - 205th Place SW, Lynnwood, WA 98036 office 425-776-0671 cell 206-661-0787 bill@liderengineering.com Packet Pg. 38 2.4.a Photo 3 looking west towards Puget Sound, note Brant Geese use of this area. M 4 Photo 4: 36-inch concrete pipe was the primary outfall for Perrinville Creek, but is now 90% blocked with no flow. The pipe outfall appears to be back sloped, possibly indicating a collapse or joint separation under the BNSF tracks. Page 4 of 4 C Cn z m U d L U as c �L L a c Lu J LL r- O CL d L J M O I- O M N O N C O t c� O Q LIDER ENGINEERING PLLC 2526 - 205th Place SW, Lynnwood, WA 98036 office 425-776-0671 cell 206-661-0787 bill@liderengineering.com Packet Pg. 39 2.5 City Council Agenda Item Meeting Date: 07/11/2023 Public Works and Utilities Q1 Report Staff Lead: City Council Department: City Council Preparer: Beckie Peterson Background/History This report was submitted to full council on June 20, 2023 under received for filing. Recommendation Review and committee discussion of the Q1 Report. Narrative N/A Attachments: PWU 2023 Q1 Reportl Packet Pg. 40 ,� OF ED11,j0 ti �d U v 2.5.a Organization The Public Works Department provides care and maintenance to the City's physical infrastructure. We strive to enhance reliability and performance of these systems while maintaining a safe, clean, and healthy environment. Our goal is to serve the community and to enhance the quality of life in the city. We achieve this through a department that is community and customer focused. We E 0 embrace leadership in environmental and energy design concepts & principles and leverage technology & management principles to achieve operational effectiveness. Budget Overview Department 2022 2023 Engineering $ 2,847,103 $ 3,211,439 Water $ 11,492,138 $ 11,322,550 Sewer $ 31,340,523 $ 15,368,746 Transportation $ 14,664,402 $ 13,714,604 Stormwater $ 9,620,346 $ 7,211,280 Facilities $ 3,450,275 $ 2,364,445 Fleet $ 1,942,460 $ 1,704,220 $ 75,357,247 $ 54,897,284 r L 0 Packet Pg. 42 2.5.a Facilities People Total positions approved Loss Gains Q1 Highlights During Q1 Facilities have been busy supporting the several long-standing projects and deferred maintenance items and departmental unscheduled remodeling. The City Custodial team continues to welcome staff back into the office and slowly transition back to rental venue and in -person meeting support. Significant projects during this period include: • Finalizing data for Facilities Condition Assessment update with McKinstry • Sno-Isle Library re -construction project, Facilities took lead on reconstruction of the building lobby public restrooms, elevator re -commissioning and support of the initial water damage clean up. • Interior Painting at Public Safety, Public Works, and City Hall, individual offices are on -going at City Hall. • Citywide carpet cleaning • Unscheduled classroom to office conversion • (Anderson Center) 7 Packet Pg. 43 2.5.a Library Book Drop demolition (previously Parks project) Police Fence Design Unscheduled basement/classroom flooring replacement and 22 new high-vis stair treads (Meadowdale Club House) City Park Electrical infrastructure updates for Facilities electric vehicles Parks Flower basket program support Fleet custom interior boxes for new pick-ups Unscheduled day care children's restroom remodel (Anderson Center Log Cabin new entry stairs Frances Anderson Center fire alarm system design and permitting Unscheduled woman's locker room remodel (Public Safety) Unscheduled Fleet manager office paint and putty remodel (Public Works) City Hall storage to commuter bicycle room Electric infrastructure upgrades at City Park. E O r Y O a r r L O a m r CY M N O N d r C d E M V fC r a E. Packet Pg. 44 2.5.a Library Flood Repairs Flooring Painting :IIP to E Packet Pg. 45 2.5.a Training All Facilities and Custodial Staff CPR, First Aide, Bloodborne Path, and AED certified. Projects Metrics 45 4* 35 34 25 20 15 10 5 0 Jan Facilities Service Calls Feb ■Contract ■ In House ■ PM's 1 0 Mar 10 Packet Pg. 46 2.5.a Sewer and Water Sewer Q1 Highlights The Sewer Department is responsible for the maintenance of 14 sanitary lift stations, 3200 sanitary sewer manholes and over 186 miles of sanitary sewer mains serving 9800 customer accounts. Seven FTE's are responsible for these functions as well as the maintenance of 26 residential grinder pumps. • Sewer Department continues to clean and inspect sewer lines using the TV truck, push cameras and visual inspection of manholes. During the first quarter of 2023 they cleaned and inspected 53,127 feet of sewer main and inspected 301 manholes. They also performed root cutting in 1767 linear feet of main. • Replaced and rebuilt lift station # 7 pump and motor. • The Sewer Crew spent 500 manhours evaluating and rating sewer lines, determining priorities for maintenance, repair, re -lining, or replacement. • Filled Vacant Sewer Maintenance Worker Position • With the purchase of the new shoring system in 2022, the sewer crew can perform sewer main repairs up to 8 feet in depth. The City crews repaired 5 mains during the first quarter • Sewer Department now has a spare pump and motor for each sewage lift station. 11 Packet Pg. 47 2.5.a Metrics Work Orders 400 323 300 20a 100 39 15 0 � Pumps/Uft Sewer line Manholes stations ■ Q1 ea0W 500aa 300aa 20OW 100aa a Inspections ratings (hr) Water Q1 Highlights CCTV Line Maint 56207 Locates and Dispatches 1000 5M 0 Locates Dispatches ■Q1 CCTV Flushed/Jetted Root cutting High Grease clean ■Q1 The Water Division is responsible for the maintenance and operat the City's water distribution system for the constant and safe deli of potable water to over 10,372 accounts. The Water Division ope and maintains all storage and conveyance facilities including over miles of distribution mains, 18 pressure reducing stations, three 1,500,000-gallon reservoirs, and one 3,000,000-gallon reservoir ar pumping station. Nine FTE's are responsible for the above functio( 12 Packet Pg. 48 2.5.a • The Water Department installed 9 new water services during the first quarter. • The Water Quality Department collected over 150 samples during the first quarter. • Rang in the New Year on January 1st with a 6" cast iron main break and repair. • Water Department had 20 afterhours calls for service during the first quarter. • Performed 706 utility locates. • Two new Ford Lighting trucks entered service with the Water Department, one is used for meter reading the other is used as the response truck. • Replaced 105 water meters. • Repaired 4 water service leaks, two of which the entire service line was replaced. Metrics Dispatches 25 20 15 10 0 Jan Feb Mar ■ Afterhours ■ Buisness Hours Locates 250 200 150 100 50 '0 Jan Feb Mar ■UULC ■Private Services 4 s 2 Installed (New} Replaced Repaired Drop In Meter I nsta I I 1.2 1 9.s 0.6 0.4 0.2 0 Breaks/ Leaks ■Jan ■ Feb ■ Mar Mains Blow off Leak Surveys Flushed Replaced; ■Jan ■ Feb ■ Mar 13 Packet Pg. 49 2.5.a Hydrants 20 10 '0 Inspected Repal€ed Reapired ■Jan ■Feb ■Mar Blow -offs Valves 2 L 0 Flushed Jan Feb Mar ■ Experecised ■ Repaired ■ Replaced 30 20 10 0 Installed Reapired ReplarLA (New) ■Jan ■Feb ■A+1ar Turn of's 60 40 20 0 PRV's (control valves) L5 1 0.5 FlushL�d 0 Jan F,-b Mar ■ Inspected ■ Repaired ■ Rebuilt Meter Exchanges 40 30 20 10 • — 0 Jan Feb Mar 3f4" 1" 1.5" ■Deliquerirs f Non -pay ■CustornerRegested ■Jan ■Feb ■Mar 2" O d CY to m r D C O N Y L O V a O d CY Cl) N O N d r C d E L V O a RE! Packet Pg. 50 2.5.a Storm & Street Storm Q1 Highlights The Storm Division had fallen behind on our annual maintenance schedule. Our service E 0 numbers were not meeting our NPDES goals, so a high performing team was assembled to operate the vactor (combination sewer and storm drain cleaning truck) to improve the structures serviced numbers. That effort provided for 607 basins r cleaned in March. Efforts continue to Q2. Y L 0 Metrics 3: .Storm Dra,;, a 7CK) r r L 0 Q d 5CK) W V- 400 CY M 300 N O N 2CK) > 1CK) d • d Jan Feb Mar E t L) ■ Storm drain inlet maintenance (number of inlets maintained) r w ■ Lines of Storm drain lines flushed Q Street Q1 Highlights The Street department efforts during the first quarter include an extensive pothole patching and asphalt repair program. 92 separate locations were hot patched along 15 Packet Pg. 51 2.5.a with the sidewalk repair on OVD. The sidewalk base had failed in this location causing the sidewalk to breakoff and dip creating an unsafe walking surface. Storm department also played a role in setting 2 new CB's and a storm water diffuser at the location to help with base stability. Metrics Service Calls., Tree, Traffic Lights & Signs 45 40 35 30 25 24 15 10 5 4 Jan ■ Customer service calls ■ Fib Mar ■ Tree response Issues ■Traffic lights maintenance or repair ■Signs repaired or rep laced Sidewalks & Pavement 450 400 350 300 250 200 150 100 50 - 0 Jan Feb Mar ■ Sidewalk repairs or new (SF) ■ Pavement patch [potholes] Special Events & After Hrs 50 40 30 20 10 0 . ■ ■ ■ Jan Feb Mar ■Special events support(Hm) ■ Snow response(Hrs worked) ■ After hrs ca l ls/E mergency a 16 Packet Pg. 52 2.5.a Wastewater Treatment Plant Q1 Highlights The plant was able to add three Operators during the first quarter of 2023 — one Group 4 operator and two Group 3 operators. We had a longtime Group 3 Operator, Dan Garcia, retire after over twenty years of service here at the WWTP. Recruitment is still ongoing for an Instrument Tech/Plant Electrician. Construction: The first quarter of 2023 at the WWTP has been eventful, beginning with the ongoing construction of the Carbon Recovery Project. The construction portion is nearing completion, and we anticipate commissioning of the system to begin in quarter two. Operations staff participated in a 3-day classroom training session on operating the new process and will continue field training with Ecoremedy staff during commissioning. Process: The plant performed well during the first quarter of 2023 and staff did an excellent job as they dealt with the challenges of high wet -weather flows, ongoing construction projects that effect the treatment process, transition/upgrade to new SCADA server, power bumps and outages, and equipment failures, all while also training three new Operators. Certification: Two of our Operators passed their certification exams and upgraded from a Group 2 Operators to Group 3 Operators. Two of our Group 1 Operators also passed certification exams, upgrading to Group 2 Operators. Visits Hosted a visit from Snohomish County Public Works, Solid Waste Division, the team was interested in the new carbon recovery project and about the new waste composition that would be generated. 17 Packet Pg. 53 2.5.a Metrics Q1 Lab work Maintenance & Repair 3000 60 2500 K 2000 1500 1000 500 . , �- 0 Total Quarterly Total Total Quarterly Quarterly Total Total Quarterly Quarterly Total Total Quarterly Quarterly Total Quarterly 4 . ■ NPDES PSNGP In-house Outsourced Biosolids BioAirTests: BOD{cBDD: TSS: Compliance Compliance Analyses: Analyses: Tests: Jan Feb Mar Test: Tests: ■Preventive Maintenance{total W4 ■Seriesl ■Repairs/Corrective WO 1200 1000 800 600 400 200 0 Bio;solids to landfill (Wet Tons including screenings) D387.8 725-4 764-4 13 n Feb M a r ■ Biosolyds to landfill [Wet Tans includrng screenings] 250 200 150 100 50 0 Treatment (Million Gal) 203-3 134-1 1b4.8 Jan Feb Mar ■Treatment (Million Gal) Packet Pg. 54 2.5.a Fleet Q1 Highlights Fleet is facing an unprecedented volume of new vehicle purchases and additions in 2023. The 2023 Budget approved the addition of 23 new vehicles to our fleet. Those vehicle additions included: • 6 to the Parks department • 15 to the Police department • 1 to the Street department, and • 1 to the Sewer department. The 2023 Budget also included the replacement of 9 vehicles as a part of our regularly scheduled vehicle replacements. Additionally, because of supply chain issues and delivery delays in 2022 there was an unusually high number of carryforward vehicles. There are 14 carryforward vehicles from 2022. With new vehicle additions, scheduled vehicle replacements, and 2022 carryforward vehicles, that brings the total number of new vehicles for 2023 to 46. The 2023 vehicle purchases include 23 NEW vehicle additions for 2023 and 6 NEW vehicle additions from 2022 carryforwards. 19 Packet Pg. 55 2.5.a These vehicles include 7 Hybrid vehicles, 7 all electric vehicles, and the possibility of converting 9 to run on cleaner burning propane. Every vehicle purchase is made with the Fleet's environmental improvement goals and the city's Climate Action Committee goals in mind. GOALS -1st Quarter. Our main goal for the fleet division this quarter is to order and successfully outfit all 46 vehicles. There are many challenges that we must overcome to achieve this goal. Our biggest challenge we face is the continued short supply of vehicles and the ability to source them. Vehicle manufactures (Ford, Chevy, Dodge) have stopped taking new vehicle orders as of September of 2022. Ford has also implemented a new vehicle allocation program for all F Series Super Duty trucks. This means that Ford has limited our ability to purchase the 9 F-Series Super Duty trucks we need for 2023. Ford has allocated us only 1 F-Series Super Duty truck for 2023. We have been able to successfully source 4 of them so far and will continue to explore alternative avenues to acquire these vehicles. The other challenge we face to meet this goal is our limited staff we have in the fleet division. There are currently 2 full-time mechanics to support our fleet of 205 vehicles and equipment. Every vehicle purchase requires time to outfit and prepare before it can go into service as well as the time to decommission and surplus the vehicles being replaced. These new vehicle set-ups and teardowns take away from the regular workflow of the shop that must be performed to continue normal operations. Regularly scheduled preventative maintenance and unscheduled 20 Packet Pg. 56 2.5.a breakdowns and repairs are among our top priorities to ensure a safe and reliable fleet for all departments throughout the city. Our Fleet division has established an excellent reputation and working relationship with all departments throughout the city. It has always been our goal to maintain and build on those relationships and reputation. In order to achieve this goal we must have adequate staffing to support the volume of work. ACHEIVEMENTS-1ST Quarter. • Our new mechanic is an excellent addition to our team and has cleared his probationary period. • Drafted Take -Home Vehicle Policy that has been adopted. • Secured interlocal agreements with Snohomish County and Arizona State. • Placed orders for 28 new vehicles. • Put into service 10 vehicles. • Surplus of 6 vehicles. • Implemented an updated CMMS Metrics Work Order WO Count By Group A POLICE DEPT PARKS & REC STREET DEPT WATER DEPT _1 STORM DEPT N SEWER DEPT ENGINEERING DEPT FACILITIES DEPT a BUILDINGS DEPT FLEET DEPT TREATMl NT PLANT 21 Packet Pg. 57 2.5.a Fleet Maintenance & Repair 80 74 50 49 40 20 4 Preventive Maintenance Repairs (WO) (WO) ■ Q1 New Vehicles 10 10 9 5 ■ New Vehicles Received New Vehicles setup ■ Q1 1500M 100DDD 50L'�0 0 3.5 3 2.5 2 1.5 1 0.5 0 Fuel and Miles 122459 175CG Fuel used (GAI) ■Q1 Accidents 3 01 ■ Accidents Total miles (all vehicles) E O a m Cl N d C N Y L O V 7 d O d Cl M N O N a. r C d E L V a 22 Packet Pg. 58 2.5.a Engineering Total positions approved Loss Gains Q1 Highlights Contracts Awarded: Approval of a Professional Services Agreement for the Phase 14 Waterline Replacement Project to replace 4,000 lineal feet of watermain in 2024. Projects Completed or significant milestones. Highway 99 Design Update regarding the addition of bike lanes and turn lane configuration at 2201" St. Edmonds P.oposed 9' Median ,Ox .. __ Highway 99 Stage 2 Revitalization Project — Continued work installing the new center medians with irrigation and landscaping, ADA curb ramps, HAWK signal foundations and Gateway Sign foundations. 3 Packet Pg. 59 2.5.a Seaview Phase 2 Infiltration Project — Completed all buried utility work at Seaview Park and the new facility became operational. k Private Development Permitting & Inspections: 2022 Transportation Impact Fee Report. The City collected $319,888 in transportation impact fees in 2022. Over 900 inspections performed in Q1 of 2023 for public and private property improvements associated with private development projects. rd Packet Pg. 60 2.5.a 6 speed studies as part of the Traffic Calming Program have been completed so far this year. Stormwater Approval of an additional $25,000 in the 2021-23 Biennial Stormwater Capacity Grant Approval of the Perrinville Creek Stormwater -------------- its }` 4 hY ��� Management Action Plan. Submitted the City's annual NPDES stormwater report in March Personnel achievements, graduations, licenses, certification, training etc. Ryan Hague attended the 35th Annual WSDOT/WAPA Asphalt Conference Engineering Division completed FEMA Incident Command Training IS-100 and IS-700 Greg Malowicki and Russell Lynch completed Flagger Training 2022 Title VI report submitted to WSDOT Packet Pg. 61 2.5.a Metrics CIP Work in Place $2,500,000.00 $2,000,000.00 $1,500,d00.40 $1,dd0,dd4.40 INN $500,044.00 *Work in Place (W IP) this period ■Jan ■ Feb ■ Mar Development # of Permits 15 10 5 0 January February March ■ Standard EUC ■ Minor EUC ■ New SFR - ENG ■ New SF R - Storm ■New Commercial/Multi-Family -ENG ■NewCammercial/Multi-Family - Storm ■ Repairs/Partial Replacements Response time (Days) 1.5 1 0.5 0 January February March ■ Standard EUC ■ Minor EUC ■ New SFR - ENG ■ New SFR - Storm ■New Commercial/Multi-Family -ENG ■NewCommercialJMulti-Family-Storm ■ Repairs/Partial Replacements }fictive Contracts Oil Comram under # of change # of RFI's ronstru€lion orders answered completed ■ Jan ■Feb ■ Mar Engineering Inspections 350 Sao 336 330 320 310 300 290 290 281 280 270 260 250 January February Mar{h ■ Engineering Inspections P] Packet Pg. 62 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $366,843 Estimated Construction Date Q2 2025 Estimated Completion Date Q3 2025 Project Manager Mike DeLilla Project Webpage Project Description The project will be improving water quality of stormwater runoff by replacing existing catch basins along the west side of SR- E 104, along the frontage of the Edmonds marsh. The catch basins will be replaced with catch basins that include water quality 0 CL filter cartridges. Staff proposes this effort in order to provide water quality mitigation for all discharges that directly enter th marsh from these locations. The project will be divided into phases, with phase 1 replacing the catch basins on the west side — CY of SR-104 and a future phase replacing the catch basins on the east side of SR-104. w 2 :r Project Status Site survey complete. Consultant selection to be completed in Q2 2023. Y 0 kk Right of Way Status Pre -Design Final Design Construction Complete 06 - N/A 7 a Related Documents 0 Q. m r CY City Council Actions o N Design Contract Awarded Construction Contract Awarded a r c a� E t Stormwater Utility Fund 422 $152,836 $152,836 .r ARPA Funds Q Secured Grants $214,007 $214,007 Unsecured Grants Funding Source Total $366,843 $366,843 Packet Pg. 63 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $120,000/year Estimated Construction Date Q3 2023 Estimated Completion Date Project Manager Project Webpage roject Description Reducing scouring flows to reduce sediments load in Perrinville Creek was identified in a previous basin report completed in 2015 as a critical element of restoring this creek which has been significantly impacted by urban development. The projects 0 funded by this program are incremental steps toward recovering this stream run as adequate fish habitat. These efforts havE become even more critical given recent challenges around the Perrinville Creek outfall area. This program is a fund for C_ implementing projects within the Perrinville Creek basin to reduce scour flows in the creek. It allows staff flexibility to 0) respond to ad -hoc opportunities such as rain garden cluster projects, or ensure matching funds are available for chasing grar 2 applications for flow reductions projects. Project Status a Y SnoCo Conservation District Designing and constructing Raingardens in Perrinville on 83rd ave W between 188th & 190th. 0 `` Right of Way Status 2 Pre -Design Final Design Construction Complete .0 L` 0% d Related Documents City Council Actions Design Contract Awarded Construction Contract Awarded Stormwater Utility Fund 422 ARPA Funds Secured Grants Unsecured Grants $120,000 $100,000 $100,000 $100,000 $100,000 0 a m a M N O N (L c a) 0 $520,000 Q Funding Source Total $120,000 $100,000 $100,000 $100,000 $100,000 $520,000 Packet Pg. 64 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost Estimated Construction Date TBD Estimated Completion Date TBD Project Manager Project Webpage troject Description I The city has struggled to manage and maintain the undersized outfall system at Perrinville Creek. The current combination o multiple stake holders, creek alignment, sedimentation, and undersized culverts creates several issues which make the creek 0 CL unsustainable as a natural system. The concern must be addressed from the bottom of the creek up in order to sequence the relief of the numerous concerns correctly. The improvements are needed to relieve current flooding, ease City maintenance CY needs, and provide better and more sustainable fish habitat. This project will build on any interim BNSF right-of-way to ,n replace the existing BNSF culvert and a new culvert under Talbot Road which is fully compliant with current flood 2 management and fish passage regulations. It will also include time and effort to research and apply for supplemental/additional funding sources so that the project can be built. This complex project includes many stakeholders. 1 -0 is estimated that a minimum 2-year design and development phase will be needed before being ready for construction. Project Status 0 Construction easement negotiations with property owners & BNSF in progress. Preliminary stream alignment design in Z progress. a Pre-Designkk kL Final Design �'. Construction Complete Related Documents Llt=co uncil Action Design Contract Awarded 6/16/2022 Construction Contract Awarded Stormwater Utility Fund 422 ARPA Funds Secured Grants Unsecured Grants Funding Source Total $68,884 $45,896 $681,116 $454,104 $797,937 $750,000 $192,464 $1,809,599 $2,250,000 $750,000 $500,000 $2,800,000 $3,000,000 Right of Way Status 0% $1, 662, 717 $1,327,684 $4,059,599 $7,050,000 Packet Pg. 65 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost Estimated Construction Date Q4 2022 Estimated Completion Date Project Manager Project Webpage Project Description Russell Lynch Reducing scouring flows in order to reduce sediments load in Perrinville Creek was identified in a previous basin report �E completed in 2015 as a critical element of restoring this creek which has been significantly impacted by urban development. 0 CL The project is an incremental step toward recovering this stream run as an adequate fish habitat. The grant for this project has already been secured. This project proposes construction of an infiltration system in Seaview Park, almost identical to — CY the successful Phase 1 project which was completed in 2019, in order to infiltrate more runoff in the Perrinville Creek basin. U) 2 :r Project Status Substantial completion issued 5/11/23, with only punchlist items remaining. ° Right of Way Status Pre -Design Design Complete ° N/A 7 Related Documents a r O Q d City Council Actions C'1 M N Design Contract Awarded 12/21/2020 CD Construction Contract Awarded 9/20/2022 a r c a� Carry Forward / Budget Amendments $367,045 $367,045 t Stormwater Utility Fund 422 $2,500 $2,500 .r ARPA Funds Q Secured Grants $7,500 $7,500 Unsecured Grants Funding Source Total $377,045 $377,045 Packet Pg. 66 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost Estimated Construction Date Q2 2024 Estimated Completion Date Project Manager Project Webpage Project Description Greg Malowicki Annual storm drain replacement project for 2023 construction. Project proposes to replace or rehab storm drain infrastructure in several locations throughout the City. Location of work identified by City crews via first had knowledge or 0 CL video inspection results. Much of Edmonds stormwater infrastructure is past its lifespan and requires routine replacement c repair in order to preserve the function of the storm drain system. Failure to conduct annual maintenance projects will C_ increase chances of a storm drain system failure. (n 2 :r Project Status Site selection and design contract negotiation in progress. hL Right of Way Status o Pre-DesignFinal Design Construction Complete N/A ti 7 Related Documents a City Council Actions Design Contract Awarded Construction Contract Awarded Stormwater Utility Fund 422 ARPA Funds Secured Grants Unsecured Grants $290,000 $1,622,400 r O Q d r cY M N O N a $1,912,400 t .r Q Funding Source Total $290,000 $1,622,400 $1,912,400 Packet Pg. 67 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $733,000 Estimated Construction Date Estimated Completion Date Q3 2024 Project Manager Jerry Shuster Project Webpage i. Urojecit Description This project would be a comprehensive evaluation of the City's storm drain system and operations with recommendations fc improvements or adjustments and recommended priorities for selecting future capital maintenance projects. No on -going a cost are anticipated except to implement any recommended improvements or projects, which will be done as new capital projects with due budget planning/process. Cl Project Stat r • Stormwater Management Action Plan (SMAP) for Perrinville Creek basin was approved by City Council April 2023. • Professional Services Agreement to update the Storm and Surface Water Comprehensive Plan scheduled for 2Q2023. Right Pre-DesignFinal Design Construction Complete 0 N/A 7 Related Documents 71Va &nbsp;Stormwater Management Action Plan (SMAP) for Perrinville Creek c https://www..edmondswa.gov/UserFiles/Servers/Server_16494932/File/Perrinville%20Creek-SMAP_20230329%20FINAL.pd FitwcWtimr, Cd M N CD Design Contract Awarded N Construction Contract Awarded a c m Stormwater Utility Fund 422 $600,000 $600,000 t Funding Source Total $600,000 $600,000 um Q Packet Pg. 68 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $200,000 Estimated Construction Date Q3 2023 Estimated Completion Date Q4 2023 Project Manager Ryan Hague Project Webpage City Overlay Project Description Road pavement overlays to cover areas of roadways that were excavated and patched in previous years as part of the Annua Storm Maintenance Projects. C a m Project StatuCY Design is expected to be complete in May 23 ) r Right of Way Status Pre -Design - an Construction > > Complete -a OF > N/A a N Y Related Documents 0 a Lity Council Actions c a Design Contract Awarded 12/16/2022 Construction Contract Awarded CY M N O Project123 2024 2025I I 128 23-28 TotalN Stormwater Utility Fund 422 $200,000 $200,000 a ARPA Funds c Secured Grants E Unsecured Grants Funding Source Total $200,000 $200,000 5 Q Packet Pg. 69 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Completion Project Manager Project Webpage Project Description The project proposes to purchase an existing single family residential property located within the Lake Ballinger flood plain. The City secured a $500,000 Department of Ecology grant to aid in this process. The home is the lowes- 0 CL property on the lake and is badly damaged from previous flooding to the point it is generally uninhabitable. It is also nearly undevelopable due to the flood plain and critical area regulations onsite. CY The City intends to remove the home and any pollution generating surfaces from the site as part of the initial effort on the T site. The grant has restrictions for allowing this parcel to be used for public use. After demolition of the structures and impervious surfaces, the planned site use would be for public utility benefit only. Because the City storm drain line for SR-10' -0 cuts through in an easement immediately adjacent to this parcel, the City plans to pursue a future project to split appropriat r flows from the City system and provide water quality treatment to the maximum extent feasible. The future project would l provide water quality treatment for a very heavily trafficked highway (SR-104) and would make significant improvement in 0 water quality to Lake Ballinger and its downstream course to Lake Washington via McAleer Creek. Project Status a r Landau Environmental has submitted reports for the Phase I Environmental Assessment and the Hazardous Building ll� 0 Materials Survey. This information will be provided to an appraiser so the appraisal can be completed. City Council has m approved the Department of Ecology Water Quality Grant. r kk C� Right of Way Status N Pre-DeFinal Design Construction > Complete N 1 N/A Related Documents City Council Actions Design Contract Awarded Construction Contract Awarded Stormwater Utility Fund 422 $250,000 $250,000 Secured Grants $500,000 $500,000 Unsecured Grants Funding Source Total $750,000 $750,000 Packet Pg. 70 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost TBD Estimated Construction Date N/A Estimated Completion Date Q3 2024 Project Manager Mike DeLilla Fin Ile r, Lynnwoad Project Webpage �f Project Description 1LeV f'� Supplemental study to update Perrinville Creek 2015 basin analysis that determined possible locations for projects that woul help decrease the peak storm flows during high rain events. 0 a Project will be updated to reflect projects completed and also determine if there are other locations within the basin to aid ii the reduction of peak flows in the basin. CY Project Stat °' r Update to 2015 Perrinville Flow Reduction Study Analysis. RFQ to hire consultant will be advertised Q2/Q3 2023 after we receive notice from DOE whether or not we received a grant that would provide additional funding for the project. �a Ilk Right Final Design Construction Complete 0 o% V B Related Documents a 0 a m �ity Council Actions CY M N CD Design Contract Awarded N Construction Contract Awarded a c m Stormwater Utility Fund 422 $150,000 $150,000 t ARPA Funds Secured Grants Q Unsecured Grants Funding Source Total $150,000 $150,000 Packet Pg. 71 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost Estimated Construction Date Q2 2022 Estimated Completion Date Project Manager Project Webpage Greg Malowicki roject Descriptionlot —.990C Per the approved 2013 Sewer Comprehensive Plan, the project will replace pipe and related appurtenances at various locations throughout the City due to old age, being undersized, need to increase capacity, or more prone to breakage due to its material properties. vwmm� Majority of work completed, awaiting delivery of cured in place pipe materials to complete work in alley. Striping and any outstanding restoration to be completed as weather improves. jvamgesignp 30LInal gesign Complete Related Documents [City Council Actions Design Contract Awarded 3/9/2021 Construction Contract Awarded 5/25/2022 Carry Forward / Budget Amendments $650,000 Sewer Fund 423 $30,000 Funding Source Total $680,000 N/A $650,000 $30,000 $680,000 F 0 M m Cl 0) m r c �a Y L _V 7 a 0 a as o! CY M N O N a c m E t Q Packet Pg. 72 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost Estimated Construction Date Q2 2023 Estimated Completion Date Project Manager Project Webpage Greg Malowicki roject Description7W 10 Uq 6�. _� �_.W 9 P " Zri N 6 W] W Per the approved 2013 Sewer Comprehensive Plan, the project will replace pipe and related appurtenances at various locations throughout the City due to old age, being undersized, need to increase capacity, or more prone to breakage due to its material properties. Contract awarded, construction expected to begin June 2023. Pre -Design - - truction Complete NSA Related Documents ity Council Action Design Contract Awarded 3/22/2022 Construction Contract Awarded 4/26/2023 Sewer Fund 423 $1,689,212 $1,689,212 Funding Source Total $1,689,212 $1,689,212 F O a m a: Cl 0 m r c �a N Y O a 0 a m a: CY M N O N a c m E t 0 Q Packet Pg. 73 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost Estimated Construction Date Q2 2024 Estimated Completion Date Project Manager Project Webpage Greg Malowicki roject Descriptionlot —.990C Per the approved 2013 Sewer Comprehensive Plan, the project will replace pipe and related appurtenances at various locations throughout the City due to old age, being undersized, need to increase capacity, or more prone to breakage due to its material properties. Working with designer to select sites. Design expected to be complete late 2023 or early 2024. Pre -Design Final Design Construction Complete OF' 'A' ' > >N/A Related Documents ity Council Action Design Contract Awarded 4/20/2023 Construction Contract Awarded Sewer Fund 423 Funding Source Total $349,517 $1,964,780 $349,517 $1,964,780 $2,314,297 $2,314,297 F 0 a m a: Cl 0) m r c �a N Y L 0 a 0 a m a: CY C) N O N a a m E z 0 Q Packet Pg. 74 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost Estimated Construction Date Q2 2023 Estimated Completion Date Project Manager Project Webpage Project Description Greg Malowicki Per the approved 2013 Sewer Comprehensive plan and current video inspections of sewer mains, the project will line existin, F sewer mains that are subject root intrusion, infiltration and inflow, and damage that can be repaired by this trenchless 0 CL method. Project Status c0 A) Contract awarded, construction expected to begin June 2023., Right of Way Status c Pre -Design t = r e truction Complete ra N/A 0 Related Documents ity Council Action Design Contract Awarded 8/10/2021 Construction Contract Awarded 4/26/2023 Sewer Fund 423 Funding Source Total $423,710 $423,710 a 0 a m a: CY M N O N $423,710 a $423,710 E z Q Packet Pg. 75 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $200,000 Estimated Construction Date Q3 2023 Estimated Completion Date Q4 2023 Project Manager Ryan Hague Project Webpage City Overlay Project Description Road pavement overlays to cover areas of roadways that were excavated and patched in previous years as part of the Sanitary Sewer Replacement Projects. kp-roject Status Design is expected to be complete in May 2023 k L, > Pre -Design Construction Complete Related Documents r Lity Council Actions Design Contract Awarded 12/16/2022 Construction Contract Awarded Sewer Fund 423 Funding Source Total $200,000 $200,000 Right of Way Status N/A F $200,000 $200,000 0 a m a M N O N a c m E z 0 0 Q Packet Pg. 76 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $1,126,000 (2023) Estimated Construction Date Q3 2023 Estimated Completion Date Q4 2023 Project Manager Ryan Hague Project Webpage City Overlay roject Description Annual pavement preservation program to maintain City streets. Project Status Design is expected to be complete in May 2023 Pre -Design - an Construction Complete Related Documents Y City Council Actions Design Contract Awarded 12/16/2022 Construction Contract Awarded Carry Forward / Budget Amendments Street Fund 112 - Gas Tax & Multi -modal REET Fund 125 REET Fund 126 Transportation Impact Fees General Fund Stormwater Utility Fund 422 Federal Grants State Grants Unsecured Funding Funding Source Total Right of Way Status N/A ■ $126,000 $126,000 $150,000 $150,000 $150,000 $450,000 $500,000 $500,000 $500,000 $500,000 $500,000 $500,000 $3,000,000 $500,000 $500,000 $500,000 $500,000 $500,000 $500,000 $3,000,000 $500,000 $500,000 $500,000 $500,000 $500,000 $2,500,000 $1,126,000 $1,500,000 $1,500,000 $1,650,000 $1,650,000 $1,650,000 $9,076,000 0 a cY 0) m r C R Y _V 7 a 0 a a� a C) N O N a a m E t Q Packet Pg. 77 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $2,583,000 53dwlsW c s } 104n 81 SW 185[h 51 Estimated Construction Date Q3 2022 m s IaVm Pi Sw G Estimated Completion Date Q2 2023 - ��AISW °;"'s" Project Manager Ryan Hague °� 515W �,gnlh�s�W Project Webpage City Overlay rc 41n s � 143�PI .NJ AeSri �..T 193N %LW � y f43re 5sW T13y P15w R G wre.¢sw F w q.. 196'IH S1' S'JJ - _ j ji roject nW ���& •� Pavement overlay of 76th Ave. W from 196th St. SW to Olympic View Dr. with pedestrian curb ramp upgrades and addition c a bike lane for the northbound movement. This is a joint project funded by the Cities of Edmonds and Lynnwood, since the a west half of the street is in the City of Edmonds and the east half is in the City of Lynnwood. 4) Cl m Construction should be complete by June, 2023 = r c Pre -Design - Complete NSA Y L O Related Documents 3 a ity Council Action a Design Contract Awarded 4/29/2021 CY Construction Contract Awarded 7/26/2022 c N Project123 2024 20251 I I Carry Forward / Budget Amendments $1,613,415 $1,613,415 a.. Street Fund 112 - Gas Tax & Multi -modal 4) t REET Fund 125 REET Fund 126 $3,315 $3,315 Transportation Impact Fees Q General Fund Stormwater Utility Fund 422 Federal Grants State Grants $11,685 $11,685 Other Unsecured Funding Funding Source Total $1,628,415 $1,628,415 Packet Pg. 78 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $937I 500 Estimated Construction Date Q2 2024 Estimated Completion Date Q3 2024 Project Manager Ryan Hague Project Webpage Sdmonds Pohc and CmPlayfleW Munfupal court Veteran's .-_ Z Plaza - ._.li ? a C, MAINts Sno-Isle Fra e. Anderson ❑hrary Anderson Center W canter Field caa i ii I Q Christian � Project Description 56enc• I Church Pavement overlay along Main St. from 6th Ave. to 8th Ave. with pedestrian curb ramps upgrades. The project will be funded with a federal grant (funds available in 2023) and City funds for a local match. o Q. m Project Status CY Design should begin by June, 2023 ai :.r Right of Way Status D Pre -Design Final Design Construction Complete 'D NIA N Y L Related Documents 0 a City Council Actions o Q. Design Contract Awarded r Construction Contract Awarded cY M N O Project123 2024 2025• 1 128 23-28 TotalN Street Fund 112 - Gas Tax & Multi -modal IL REET Fund 125 $31,400 $156,000 $187,400 c REET Fund 126 E Transportation Impact Fees General Fund Stormwater Utility Fund 422 Q Federal Grants $125,600 $624,500 $750,100 State Grants Unsecured Funding Funding Source Total $157,000 $780,500 $937,500 Packet Pg. 79 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $9,891,000 Estimated Construction Date Q2 2022 Estimated Completion Date Q2 2023 Project Manager Jaime Hawkins Project Webpage HighwaV 99 - Stage 2 > } BpWOOfM�P1 �Tp 212TH Si SW 2 ¢ S 4 220TH ST SW ¢ w � x u � C o x � 22e T sT sw 3 8 "lot < x � 9 r 236TH-11-SW: -_ 1 i Project Description]w 244TH ST SW - -244TH ST SW Installation of raised landscaped median along Highway 99 corridor from 244th St. SW to 212th St. SW, addition of "Gateway signage on both ends of the corridor, and a new pedestrian HAWK signal just north of 234th St. SW. The project is funded 0 from state funds provided by the Connecting Washington Transportation program, as well as REET funds. &.Project Sta cy a� Work within limited access started the week of April 24th and is scheduled to be completed by the middle of June. Median, construction, irrigation, paving, Gateway sign and irrigation are 95% complete. Pavement striping to be completed by end o Spring. HAWK signal is pending signal heads and controller delivery and installation in mid -June (behind schedule due to supply chain issues). Y L 0 Pre -Design- Complete OF 100% Related Documents Design Contract Awarded 7/21/2020 Construction Contract Awarded 5/3/2022 Carry Forward / Budget Amendment REET Fund 125 REET Fund 126 Transportation Impact Fees General Fund Stormwater Utility Fund 422 Federal Grants State Grants Unsecured Funding Funding Source Total $2,820,000 $81,000 $2,565,000 $5,466,000 a 0 a m a M N O N IL c 0 $2,820,000 W Q $81,000 $2,565,000 $5,466,000 Packet Pg. 80 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $32,870,000 238THSTSW Estimated Construction Date Q1 2028 Fc Estimated Completion Date Q4 2028 Project Manager Bertrand Hauss Project Webpage Highway 99 - Stage 3 0 Project Description 244 TH GT SY; LAKE BALLINGERAAy S WAY L"E SALLINGE4 The Stage 3 Highway 99 project limits are from 244th St SW to 238th St. SW. The project will add a planter strip on both side �F of the street, new street lighting, improved stormwater facilities, targeted utility replacements, potential undergrounding of 0 CL overhead utilities, landscaping and other softscape treatments. The Design and right of way phases are funded through secured Connecting Washington funds. CY Project Status ) The Design Phase has begun and discussions are on -going with WSDOT regarding entire scope of work (including recent D addition of bike lanes on both side of the street). Survey is scheduled to take place in May 2023. The 30% Design Plans are currently scheduled to be submitted to the City for review in September 2023. Y 0 kkLRight of Way Status � - - Final Design Construction Complete 2 o% a Related Documents 0 Q. m Q: City Council Actions o N Design Contract Awarded 6/1/2022 Construction Contract Awarded a r c a� E t Street Fund 112 - Gas Tax & Multi -modal c�a .r REET Fund 125 Q REET Fund 126 Transportation Impact Fees General Fund Water Utility Fund 421 $20,000 $20,000 $135,000 $100,000 $275,000 Stormwater Utility Fund 422 Sewer Utility Fund 423 $10,000 $10,000 $10,000 $30,000 $60,000 Federal Grants State Grants $2,010,000 $2,578,000 $1,470,000 $14,765,000 $6,381,000 $27,204,000 Unsecured Funding $5,241,000 $5,241,000 Funding Source Total $2,010,000 $2,608,000 $1,500,000 $14,910,000 $11,752,000 $32,780,000 Packet Pg. 81 ENGINEERING PROJECT STATUS REPORT 2.s.a Estimated Project Cost $42,534,000 22DTHSTSW 3q Estimated Construction Date 012029 Estimated Completion Date Q4 2030 a N� Project Manager g Bertrand Hauss Project Webpage HiPhwaV 99 - Stage 4 0 Project Description I The Stage 4 Highway 99 project limits are from 224th St SW to approximately 500 feet north of 220th St. SW. The project wi add a planter strip on both sides of the street, new street lighting, improved stormwater facilities, targeted utility o a replacements, potential undergrounding of overhead utilities, landscaping and other softscape treatments. The intersection of Highway 99 and 220th St. will be widened to add capacity and improve the level of service. The Design and right of way CY phases are funded through secured Connecting Washington funds, a federal grant and local traffic impact fees. 0) m r The Design Phase has begun and discussions are on -going with WSDOT regarding entire scope of work (including recent addition of bike lanes on both side of the street). Survey is scheduled to take place in May 2023. The 30% Design Plans are Y currently scheduled to be submitted to the City for review in September 2023. 0 Right of Way Status Pre -Design Final Design Construction Complete Lo% � d Related Documents 0 0 a m a M N CD City Council Actions N Design Contract Awarded 6/1/2022 as Construction Contract Awarded E v Street Fund 112 - Gas Tax & Multi -modal Q REET Fund 125 REET Fund 126 $704,000 $565,000 $1,269,000 Transportation Impact Fees $365,000 $269,000 $1,917,000 $727,000 $3,278,000 Water Utility Fund 421 $40,000 $40,000 $300,000 $300,000 $680,000 Stormwater Utility Fund 422 Sewer Utility Fund 423 $20,000 $20,000 $150,000 $150,000 $340,000 Federal Grants $375,000 $1,284,000 $1,523,400 $970,000 $4,152,400 State Grants $1,087,000 $143,600 $1,230,600 Unsecured Funding $15,984,000 $15,550,000 $31,534,000 Funding Source Total $740,000 $2,700,000 $4,348,000 $2,262,000 $16,434,000 $16,000,000 $42,484,000 Packet Pg. 82 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $9 000 000 Estimated Construction Date Q2 2027 Estimated Completion Date Q2 2028 Project Manager Bertrand Hauss Project Webpage 76th @ 220th Intersection Project Description WINCO - 21919 STARBUCK: 220TH ST SW a e x 2UJ �• yif= 7514 3F' / ESPERANCE -' -' "' LYNWOOD Reconfigure eastbound lanes to a left turn lane and through / right turn lane. Add eastbound and westbound dedicated left turn lanes with a protected -permitted phase. Provide right turn overlap for westbound movement during southbound left turn phase. (Additional improvements include wider sidewalk, bike lanes, and various utility improvements (including potential conversion overhead utility lines to underground). ROADWAY PROJECT PRIORITY #1 in 2015 Transportation Plan Project Status The 30% Design was completed in February 2023 and the City provided their comments. The required Federal Envorinmental documents are currently being completed and scheduled to be completed in June 2023. The 60% Plans are scheduled to be submitted to the City for review in June 2023. �Right of Way Status Pre —Design nal Design Construction Complete o% Related Documents City Council Actions Design Contract Awarded 6/3/2021 Construction Contract Awarded Street Fund 112 - Gas Tax & Multi -modal REET Fund 125 REET Fund 126 Transportation Impact Fees General Fund Stormwater Utility Fund 422 Water Utility Fund 421 Federal Grants State Grants Unsecured Funding Funding Source Total $316,000 $308,500 $108,000 $181,000 $30,000 $30,000 $7,000 $500,000 $372,750 $346,000 $274,750 $6,173,000 $711,250 $800,000 $462,750 $6,673,000 $316,000 $597,500 $567,000 $993,500 $ 6,173, 000 $8,647,000 E 0 Q. am CI (n A) D c 0 0 a 0 Q. am r Cl M N O N a r c a� E M 0 .r Q Packet Pg. 83 ENGINEERING PROJECT STATUS REPORT 2.s.a Estimated Project Cost $2 394 000 Estimated Construction Date TBD Estimated Completion Date TBD Project Manager Bertrand Hauss Project Webpage Q 0 0 3 n Z kroject Description 1 Installation of an Adaptive System along SR-104 from 236th St. SW to 226th St. SW (total of five traffic signals along this stretch / spaced — % mile from each other). No signal communication currently exists between any of the existing traffic 0 CL signals. (SR-104 @ 236th St. SW, SR-104 @ 232nd St. SW, SR-104 @ 95th PI. W, SR-104 @ 100th Ave. W, and SR-104 @ 2260 St. SW). Possible future addition to this project may include addition of a traffic management center (TMC) at the Public CY Works Facility and connection of the Adaptive System to the TMC. U) 2 :r Project Status The Technical Aspect of the project including Systems Engineering is currently being completed. The Concepts of Operations was completed in January 2023. The 30% Design is scheduled to be completed in August 2023. Y 14 0 kkL Right of Way Status 3: Pre -Design Final Design> > > Construction Complete 2 o% a Related Documents 0 Q. m Q: City Council Actions o N Design Contract Awarded 6/29/2022 Construction Contract Awarded a r Project Funding c a� 2023 2024• •26 2027 2028E t Street Fund 112 - Gas Tax & Multi -modal c�a REET Fund 125 $32,865 $32,865 Q REET Fund 126 Transportation Impact Fees General Fund Stormwater Utility Fund 422 Federal Grants $210,575 $210,575 State Grants Unsecured Funding $1,984,000 $1,984,000 Funding Source Total $243,440 $1,984,000 $2,227,440 Packet Pg. 84 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $1 160 000 Estimated Construction Date / Estimated Completion Date Project Manager Russell Lynch Project Webpage ESPERANCE Christ s" a iO L.th.,.. m° - •� �a .. Perk end Rid. Z� - i�og w1 wxee: N gg 9L ' , uus C�ier 'ui" ®I' r } aRKEmace . F V roject Description 238T"$,5w I Install sidewalk along 84th Ave. W from 238th St .SW to 234th St. SW, with curb and gutter. This project ranked #5 in the Long Walkway List of the 2015 Transportation Plan. roject Status Consultant selection process to begin in Q2 2023. Pre -Design Final Designor l— Related Documents Lity Council Actions Design Contract Awarded Construction Contract Awarded Street Fund 112 - Gas Tax & Multi -modal REET Fund 125 REET Fund 126 Transportation Impact Fees General Fund Stormwater Utility Fund 422 ARPA Funds Federal Grants State Grants Unsecured Funding Funding Source Total $160, 000 Construction >2E ■ $1, 000, 000 $160,000 $1,000,000 Right of Way Status N/A ■ $160, 000 $1, 000, 000 $1,160,000 Packet Pg. 85 ENGINEERING PROJECT STATUS REPORT 2.s.a Estimated Project Cost Estimated Construction Date Q3 2023 Estimated Completion Date Project Manager Project Webpage Citywide Bike roject Description Installation of bike lanes or sharrows along various street segments as identified on the Proposed Bike Facilities map of 2015 F Transportation Plan. Bike lanes or sharrows will be added along 100th St. SW / 9th Ave. from 244th St. SW to Walnut St, 0 Bowdoin Way from 9th Ave. to 84th Av., 228th St. SW from 80th Ave. to 78th Ave., and 80th Ave. from 228th St. SW to 220tl � St. SW. RRFB's will be added at various crossings along the Bowdoin and 9th Ave. / 100th St. SW corridors. C_ 0 roject Stat °' r Construction should begin by July 2023 ' - - - - Construction Complete L N/A WMW V elated Documents a Parking and Traffic Report - https://www.edmondswa.gov/UserFiles/Servers/Server_16494932/File/Government/Departments/Public%2OWorks%20an %20Uti1ities/Citywide%20Bicycle%201mprove me nts/Citywide%2013icycle%201mprovements%20Parking%20and%200peratic s%20Report%2020210119.pdf nmmmrlj� Design Contract Awarded 11/4/2020 Construction Contract Awarded Street Fund 112 - Gas Tax & Multi -modal REET Fund 125 REET Fund 126 Transportation Impact Fees General Fund Stormwater Utility Fund 422 Federal Grants State Grants Other (Sound Transit Grant) Funding Source Total $522,347 $1, 249, 500 $1,771,847 $522,347 $1, 249, 500 $1,771,847 0 a m a M N O N a c as E Q Packet Pg. 86 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $33,130 Estimated Construction Date Q4 2023 Estimated Completion Date Q4 2023 Project Manager Bertrand Hauss Project Webpage Traffic Calming kroject Description r Install traffic calming devices (such as Radar Feedback signs, speed cushions, or other elements). o CL Project Status as All residents requests were submitted in early March 2023. The speed studies are currently being completed at all locations CY and scheduled to be completed in mid -June (so top stretches in evaluation can be selected by August). ai .W r kL Right of Way Status D Pre-DesignFinal Design Construction Complete N/A N Y y Related Documents 0 a City Council Actions o Q. Design Contract Awarded r Construction Contract Awarded CY M N O Carry Forward / Budget Amendments $30,000 $30,000 IL Street Fund 112 - Gas Tax & Multi -modal c REET Fund 125 E REET Fund 126 $33,130 $18,000 $18,000 $18,000 $18,000 $18,000 $123,130 z Transportation Impact Fees General Fund Q Stormwater Utility Fund 422 Federal Grants State Grants Unsecured Funding Funding Source Total $63,130 $18,000 $18,000 $18,000 $18,000 $18,000 $153,130 Packet Pg. 87 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $425,000 Estimated Construction Date n/a Estimated Completion Date Q2 2024 Project Manager Project Webpage Bertrand Hauss roject Description�i MEN" Update the City's long range transportation plan. Project Status A presentation regarding inclusion of Multimodal Level of Service within Transportation Plan is scheduled for May 2nd.The Professional Services Agreement for Transpo Group is scheduled for Council approval on May 16th. kL Right of Way Status Pre -Design. Final DesignDj> Construction Complete N/A ■ Related Documents Lity Council Actions Design Contract Awarded 5/20/2023 Construction Contract Awarded Street Fund 112 - Gas Tax & Multi -modal REET Fund 125 REET Fund 126 Transportation Impact Fees General Fund Stormwater Utility Fund 422 Federal Grants State Grants Unsecured Funding Funding Source Total $170,000 $255,000 $425,000 $170,000 $255,000 $425,000 0 M cY 0 2 r C R N Y L 0 3 a 0 a m a M N O N a c m E t t> Q Packet Pg. 88 ENGINEERING PROJECT STATUS REPORT L� Estimated Project Cost $1 032 000 Estimated Construction Date Q3 2023 Estimated Completion Date Q4 2023 Project Manager Ryan Hague Project Webpage Citywide Bike Project Description The walkway project is ranked #6 on the short walkway list from the 2015 Transportation Plan. The project will install approximately 700 feet of new sidewalk, six pedestrian curb ramps and modify the existing stormwater system on Elm Way between 8th Ave. S and 9th Ave. S. Project Status Constuction should begin by July 2023 Pre -Design Construction Complete Right of Way Status N/A Related Documents City Council Actions Design Contract Awarded 5/26/2021 Construction Contract Awarded Street Fund 112 - Gas Tax & Multi -modal REET Fund 125 REET Fund 126 $552,047 $552,047 Transportation Impact Fees General Fund Stormwater Utility Fund 422 $349,927 $349,927 Federal Grants State Grants Unsecured Funding Funding Source Total $901,974 $901,974 E 0 Q. a) Q: CI r c 0 N Y L O a r 0 Q. a) CY M N O N (L r c a) E M 0 .r Q Packet Pg. 89 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $30,280 Estimated Construction Date Q3 2023 Estimated Completion Date Q4 2023 Project Manager Project Webpage Project Description Bertrand Hauss Upgrade traffic signal equipment at selected signalized intersections with new equipment within signal cabinet, new vehicuk �F detection, new vehicle heads, and/or new pedestrian heads. 0 Q- m Project Status CY Various signal upgrades are currently being evaluated. ai .W r Right of Way Status D Pre-Designj Final Design Construction Complete NIA N Y L Related Documents 0 a City Council Actions o Q. Design Contract Awarded r Construction Contract Awarded cY M N O Project123 2024 2025• 1 128 23-28 TotalN Street Fund 112 - Gas Tax & Multi -modal a REET Fund 125 $30,280 $30,280 c REET Fund 126 E Transportation Impact Fees General Fund Stormwater Utility Fund 422 Q Federal Grants State Grants Unsecured Grants Funding Source Total $30,280 $30,280 Packet Pg. 90 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $80,780 Estimated Construction Date Q3 2023 Estimated Completion Date Q4 2023 Project Manager Project Webpage Project Description Bertrand Hauss Addition of Rectangular Rapid Flashing Beacons (RRFB) and/or flashing LED lights around regulatory signs at selected locations throughout the City. This project will also be adding striping and signage. Project Status The evaluation for the 2023 Pedestrian Safety Program has been completed and the final locations have been selected: 1) 224th @ 96th 2) 5th Ave. @ Howell Way, 3) 5th Ave. S @ Pine St., 4) 216th @ 76th, and 5) Walnut @ 3rd Ave. S. kL Pre -Design Final Design ` Construction Complete Right of Way Status N/A Related Documents City Council Actions Design Contract Awarded Construction Contract Awarded Street Fund 112 - Gas Tax & Multi -modal REET Fund 125 $80,780 $80,780 REET Fund 126 Transportation Impact Fees General Fund Stormwater Utility Fund 422 Federal Grants State Grants Unsecured Grants Funding Source Total $80,780 $80,780 F O Q. m CY 2 :r r c N Y L O a r O Q. a� o: CY M N O N (L r c a) E M .r Q Packet Pg. 91 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $60,000 Estimated Construction Date / Estimated Completion Date Project Manager Russell Lynch Project Webpage F j Project Descriptionlow Vo The study will evaluate and inventory the City's existing street lighting system and identify gaps in service. The study will also develop a priority list of improvements and cost estimates, standard details for street and pedestrian lighting and policies foi 0 CL the addition of street lights on private developments and addition of street lights within residential neighborhoods. W Project StatusCY Consultant selection process to begin in Q2 2023. = r kL E-Construction Right of Way StatusPre Final Design Complete N/A N Y O Related Documents a r City Council Actions Q. Design Contract Awarded CY Construction Contract Awarded c N Project Funding 2023 20241 I26 2027 2028 Street Fund 112 - Gas Tax & Multi -modal a r REET Fund 125 $60,000 $60,000 aa) REET Fund 126 t Transportation Impact Fees General Fund Q Stormwater Utility Fund 422 Federal Grants State Grants Unsecured Grants Funding Source Total $60,000 $60,000 Packet Pg. 92 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $20,190 Estimated Construction Date Q3 2023 Estimated Completion Date Q4 2023 Project Manager Project Webpage Bertrand Hauss roject Description I,,,.�� Install guardrails along selected stretches throughout the City with steep drop-offs and other safety issues. Project Status The selection of the priority location is on -going. Once the locations have been selected, work is submitted to contractors (through Small Works Contract). Right of Way Status Pre -Design Final Design__J Construction Complete N/A ■ Related Documents City Council Actions Design Contract Awarded Construction Contract Awarded Street Fund 112 - Gas Tax & Multi -modal REET Fund 125 $20,190 $20,190 REET Fund 126 Transportation Impact Fees General Fund Stormwater Utility Fund 422 Federal Grants State Grants Unsecured Grants Funding Source Total $20,190 $20,190 0 Q. a) cY U) 2 :r r D C f� N Y L 0 a r 0 Q. a) r cY M N O N (L r c a) E M 0 Q Packet Pg. 93 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost Estimated Construction Date Q2 2022 Estimated Completion Date Q1 2023 Project Manager Project Webpage Greg Malowicki roject Description _ Per the approved 2017 Water Comprehensive Plan, the project will replace/maintain pipe and related appurtenances at various locations throughout the City due to old age, being undersized, need to increase flow or pressure, or more prone to breakage due to its material properties. fro Watermain replacement is complete, final restoration work to be completed as weather improves. Project moving to closeout. Pre -Design Final Design Construction Complete N/A Related Documents F [City Council Actions Design Contract Awarded 3/23/2021 Construction Contract Awarded 5/25/2022 Carry Forward / Budget Amendments $300,000 Construction $300,000 Water Fund 421 $10,000 Funding Source Total $610,000 $300,000 $300,000 $10,000 $610,000 F 0 a m a: Cl 0 A) r c �a Y L 0 a t= 0 a as CY M N O N a c m E t Q Packet Pg. 94 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost Estimated Construction Date Q2 2023 Estimated Completion Date Project Manager Project Webpage Greg Malowicki roject Description7W _ Per the approved 2017 Water Comprehensive Plan, the project will replace/maintain pipe and related appurtenances at various locations throughout the City due to old age, being undersized, need to increase flow or pressure, or more prone to breakage due to its material properties. Pro Contract awarded, construction expected to begin June 2023. Watermain along Main St will be replaced as a part of this project. Pre -Design Final • - truction >: AZPComplete N/A Related Documents [City Council Actions Design Contract Awarded 2/4/2022 Construction Contract Awarded 4/26/2023 Water Fund 421 Funding Source Total $1,700,000 $1,700,000 $1,700,000 $1,700,000 F 0 a m a: Cl 0 A) r c �a Y _V a 0 a as CY M N O N a c m E z Q Packet Pg. 95 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost Estimated Construction Date Q2 2024 Estimated Completion Date Project Manager Project Webpage Greg Malowicki roject Description _ Per the approved 2017 Water Comprehensive Plan, the project will replace/maintain pipe and related appurtenances at various locations throughout the City due to old age, being undersized, need to increase flow or pressure, or more prone to breakage due to its material properties. Pro Working with designer to select sites. Design expected to be complete late 2023 or early 2024. Pre -Design Final Design Construction Complete OF' 'A' ' > >N/A Related Documents ity Council Action Design Contract Awarded Construction Contract Awarded Water Fund 421 Funding Source Total $506,128 $3,525,379 $506,128 $3,525,379 $4,031,507 $4,031,507 F 0 a m a: Cl 0) A) r c �a N Y L 0 a 0 a m a: CY M N O N a c m E z Q Packet Pg. 96 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost $50,000 Estimated Construction Date Q3 2023 Estimated Completion Date Q4 2023 Project Manager Ryan Hague Project Webpage 2023 Utility Replacement Project Description Road pavement overlays to cover areas of roadways that were excavated and patched in previous years as part of the Waterline Replacement Projects. Project Status Design is expected to be complete in May 2023 ■ r-J_!NW_pn Related Documents r Construction Complete Lity Council Actions Design Contract Awarded 12/16/2022 Construction Contract Awarded Water Fund 421 Funding Source Total $50,000 $50,000 Right of Way Status N/A ■ $50,000 $50,000 F 0 a m c� r c R N Y 3 a 0 a m a M N O N a a m E z 0 Q Packet Pg. 97 ENGINEERING PROJECT STATUS REPORT 2.5.a Estimated Project Cost TBD Estimated Construction Date TBD Estimated Completion Date TBD Project Manager Greg Malowicki Project Webpage Project Description This work is being done to provide structural upgrades, repair leakages, and upgrades to our two underground potable wate storage reservoirs. Preliminary findings completed in early 2022 were used to determine order of magnitude/preliminary costs and next steps for the now planned repairs and upgrades project. Preliminary report for the Yost Reservoir, which is complete, shows that it will need a major structural and seismic retrofit, plus repairs to address leakage from the reservoir. Preliminary report for the Seaview Reservoir, which is in the process of being finalized, shows similar issues as the Yost Reservoir, but to a somewhat lesser scale. IProject Status Draft geotechnical report completed. Consultant/designer under contract to begin design up to 30%. Supplemental contrac will be drafted once 30% design is completed. Currently working with designer to advance design. Pre —Design Right of Way Status nal Design Construction L Complete N/A Related Documents City Council Actions Design Contract Awarded 6/23/2022 Construction Contract Awarded Water Fund 421 $805,000 $805,000 Funding Source Total $805,000 $805,000 F 0 a m Cl 0) m r c �a Y L 7 a 0 a m a M N O N a c as E Q Packet Pg. 98