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HomeMy Public PortalAbout2018-11-08 packetNotice of Meeting & Tentative Agenda City of Jefferson Public Works & Planning Committee 1) Introductions Thursday, November 8, 2018 7:30a.m . John G . Christy Municipal Building, 320 East McCarty Street Boone/Bancroft Room (Upper Level) TENTATIVE AGENDA 2) Approval of the October 11 , 2018 Committee meeting minutes 3) Old Business 1. Schellridge Traffic Study (David Bange) 4) New Business 1. Pavement Management Project (Britt Smith) 2. Snow Plow Truck Condition (Britt Smith) 3. Dunklin Bridge and Street Corridor Update (David Bange) 4 . Westview Heights Pump Station Design (Eric Seaman) 5) Other Topics 6) Citizen opportunity to address Council/Staff on Stormwater and Other Public Works Issues 7) Adjourn NOTES Individuals should contact the ADA Coordinator at (573) 634-6570 to req ues t accommodations or alternative formats as required under the American s with Disab ilities Act. Please allow three business days to process the request. Please ca ll (573) 634-64 10 with questions regarding age nd a items MINUTES JEFFERSON CITY PUBLIC WORKS AND PLANNING COMMITIEE Boone/Bancroft Room Committee Members Present: Ken Hussey Ron Fitzwater David Kemna Mark Schreiber Laura Ward Staff Present: John G. Christy Municipal Building 320 East McCarty Street October 11, 2018 Matt Morasch, Director of Public Works David Bange, City Engineer Britt Smith, Operations Division Director Mark Mehmert, Transit Division Manager Sonny Sanders, Diredor of Planning and Protective Services Jayme Abbott, Neighborhood Services Manager Alex Rotenberry, Transportation Planner Ryan Moehlman, City Counselor Steve Crowell, City Administrator Brenda Wunderlich, Administrative Assistant Attendance 6 of6 6 of6 5 of6 6 of6 5 of6 Chairman Hussey called the meeting to order at 7:30 a.m. A quorum was present at this time. The following guests wert;t present Cquncilman Rick Mihalevich; Paula Johnson, 2612 E Schell ridge; Jon Wolters, 2611 Schellridge; Sara Smith, 421 Ladue; Kennette Goodman, 804 Monroe; and Nicole Roberts, News TribunE:!. '\;,\. 1. Introductions Introductions were made at this time. 2. Approval of the September 13,2018 Committee meeting minutes Councilwoman Ward moved and Councilman Schreiber seconded to approve the September 13, 2018 minutes, motion carried~ 3. New Business 1. Schellridge Traffic Study (David Bange) Mr. Bange explained staff collected traffic counts, but after evaluation of the data staff believes that some type of error is present within it. It will be necessary to reset the counters and collect the data again. He also stated staff has worked with AmerenUE to install brighter LED light on the southeast comer and an additional light on the northwest corner of the intersection. There was discussion among Committee members, staff, and those present regarding cost of stop light, possibility of a roundabout, vehicles speeding, enforcement of speed limit, putting in speed bumps, and signage for Schellridge. Minutes/Jefferson City Public Works and Planning Committee October 11, 2018 Mr. Crowell stated staff would bring the issue to the next Committee meeting. 2. Ride the Bus Free Day on Election Days as Recommended by the Public Transit Advisory Committee (Mark Mehmert) Mr. Mehmert explained the Public Transit Advisory Committee voted to recommend this Committee consider offering free rides on election days. There was discussion among Committee members and staff regarding loss of revenue, buses not running during entire voting periods, and legal issues. 3. Bike Pavement Striping and Signage on West Maln.ahd Miller Streets (David Bange) Mr. Bange explained Miller Street will provide a cqnnection between Wears :Creek and East Branch Greenways while West Main will continue to expand striping on what is a well utilized loop around Jefferson City. This project will be introduced at the November 5th Council meet.ing. 4. TAP Grant Applications (David Bange) 2 Mr. Bange explained the Transportation Alternative Program (TAP) Projects. Staff is recommending that the West Main/Industrial project be ranked first and the Missouri Boulevard project ranked second. Councilman Kemna moved and Councilwoman Ward seconded to accept the staff recommendation, moti9~·carried. 5. High Street Viaduc~ B.EAP Study (Matt Morasch) Mr. Mora~ch explained· the viaduct was constructed in 1950 to replace the viaduct that was constructed in 1913. Staff plans to do some repairs on the viaduct in November. ,.···.· .. ';· ,,' ' Tflt)re was discussion iJrnong Committee members and staff regarding the Bridge Engineering Assistance Program done in 2010, major improvement and/or replacement costs, and adding the bridge to the n~~ sales tax prqj~ct list. 6. Pedj!Jtrian Crossing at Schools (Requested by Councilman Hussey) Mr. Bange stated he had observed the Thorpe Gordon and South School crosswalks. Vehicles coming off Woodlawn sometimes go the wrong direction on Jackson, which is partially a one way street. There was discussion among Committee members, staff, and those present regarding safety issues, whether the school district would partner on improving the crosswalks, overgrown vegetation along sidewalks, and enforcement issues. Minut es/Jefferso n City Pu blic Works and Planning CommiHee October 11 , 20 18 Staff was directed to set up a meeting with Jefferson City Public Schoo ls and the Police Department to discuss safety concerns regarding the crosswalks . 7. 2045 Metropolitan Transportation Plan Update (Alex Rotenberry) 3 Mr. Rotenberry explained the plan is updated every five years and encouraged Committee members and those present to complete the survey at www.campo2045 .com . He also stated staff has been doing scenario planning and receiving public input with open houses . 8. CDBG 2019-2023 Consolidation Plan (Jayme Abbott) Ms. Abbott explained the activities which will be funded are down payment ass istance, minor home repair, infrastructure improvements and demolitions. Councilwoman Ward moved and Councilman Schreiber seconded to refer a Resolution to the City Council with recommendation to approve , motion carried . 4. Other Topics • Councilman Fitzwater questioned the four days of free parking at the parking garage. Mr. Smith explained due to the Madison Street being closed the entrance to Capital Avenue was used and there was no good accounting at this entrance . • Councilman Schreiber asked about the East High Street Project. Mr. Morasch explained the project is being worked on and should be ready for spring . Mr. Bange stated there would be a public meeting before the end of November. • Cemetery Maintenance Agreement. Mr. Sanders explained only one bid was received from A.J . Lawn Care, LLC. • Mr. Moehlman invited the Committee to the Open House for the New Courtroom on Wednesday, November 14. 5 . Citizen Opportunity to address Council/Staff on Stormwater and Other Public Works Issues There was no one present to address the Committee on this subject. 6. Adjourn Councilwoman Ward moved and Councilman Kemna seconded to adjourn the meeting at this time (9 :52 a .m.), motion carried . Memorandum 32 0 Eas t McCa r ty Street • Jefferson City, Mi ss ou ri 65 101 • P: 5 73.63 4 .6 410 • F: 5 73.6 34.65 6 2 • www.j effersoncitymo.gov Date : To : From : Subject: November 2, 2018 Public Works and Planning Committee David Bange P.E., City Engineer -c:J'Yb Intersection of Industrial and Jaycee Drives As requested by the Committee, staff has re-e xamined the traffic signal warrants at the intersection of Industrial Drive and Jaycee Drive in Jefferson City and again found that none of the traffic signal warrants are met. Hand coun t s at the intersection were performed on September 11 , 2018 and machine counts on Industrial and the southern leg of Jaycee Drive were taken September 17 through 28 , 2018. Machine counts on the northern leg of Jaycee Drive were taken on October 31 and November 1, 2018 . The examination of the data reviled some increase in the traffic volumes from when they were last taken in 2016 . Each leg of Industrial Drive saw an increase of approx imately 400 vehicles and approximately 250 additional cars used the southern leg of Jaycee Drive while the northern leg of Jaycee remained unchanged . The attach ed documents contain hand and machine counts as well as the traffic signal warrant analyses . As was ind icated at last month 's meeting the additional street light has been installed in the northwest quadrant of the intersection . If you have any questions I can be reached at 634-6433 . DB :db U:\Publ ic W orks\E ngi neering\dbange\PUB LI C W ORKS & PLANNING\2018\11-20 18\Jaycee and Industria l Memo.docx Memorandum 2 Figure 1 Graphic Summary of Hand Counted Vehicle Movements GRAPHIC SUMMARY OF VEHICLE MOVEMENTS 0 b s e r v e r \ 1 ) • • • -'1 -• •• • -: D a t e 2;.-y J t I :-. > ' · D a y-~"' ' ·- Inter sec t1 on o f JJ -. • (· ;... : __ • and Jl .. _: ( ., \.___;.....:.'...;.··.;;..",., .. ____ _ () City o-· Time: AM 7'!5 O••· ·~ t' ;; ....... , (PM)~·.~_:; i?T'J~~ • .:=::!:.:);> ., E Ill z N 1 ( '" ·~-'J) Street Name TOTAL ENTERING AM (PM) N IS J5l \ ~ ... I E/W (\~l li-· ~- Total il2/p ~:.:.- U:\Public Works\Englneerlng\dbange\PUBLIC WORKS & PLANNING\2018\11-2018Uaycee and Industrial Memo.docx Memorandum 3 Table 1 Traffic Volume Summary Average Weekday Industrial Drive and Jaycee Drive* Approaching Traffic Volumes Vehicles Per Hour (VPH) Industrial Drive Jaycee Drive West East North South Time Period Bound Bound Bound Bound 12:00 AM to 1:00AM 25 26 9 0 1:00AM to 2:00AM 13 14 6 2 2:00AM to 3:00AM 12 15 10 0 3:00AM to 4:00AM 12 16 12 2 4:00AM to 5:00AM 20 27 11 2 5:00AM to 6:00AM 82 87 12 12 6:00AM to 7:00AM 157 265 28 30 7:00AM to 8:00AM 376 511 80 169 8:00AM to 9:00AM 386 338 52 118 9:00AM to 10:00 AM 285 296 50 91 10:00 AM to 11:00 AM 302 316 46 64 11:00 AM to 12:00 PM 340 390 56 88 12:00 PM to 1:00 PM 384 424 59 103 1:00 PM to 2:00 PM 343 376 59 89 2:00 PM to 3:00 PM 329 376 58 73 3:00PM to 4:00PM 442 411 56 133 4:00 PM to 5:00 PM 445 581 61 157 5:00 PM to 6:00 PM 466 528 57 127 6:00 PM to 7:00 PM 235 324 35 57 7:00 PM to 8:00 PM 176 193 30 41 8:00 PM to 9:00 PM 137 138 21 23 9:00 PM to 10:00 PM 84 89 14 11 10:00 PM to 11:00 PM 54 57 7 8 11:00 PM to 12:00 AM 34 31 5 3 24 Hour Total 5140 5829 833 1403 * Volumes for Industrial and northbound Jaycee are an average of the volume recorded on September 18-21 and 24th. The volume for southbound Jaycee Drive is the average volume recorded on 10/31/18 through 11/1/18. U:\Public Works\Engineerlng\dbange\PUBLIC WORKS & PLANNING\2018\11-2018Uaycee and Industrial Memo.docx Memorandum Evaluation of Improvements Traffic Signal Warrants The Manual on Uniform Traffic Control Devises (MUTCD) has established nine warrants for the installation of traffic signals. In order for a traffic signal to be justified it must meet one of these warrants, however, the satisfaction of one or more of these warrants does not in itself require the installation of a traffic signal. Of the nine warrants only two are applicable to this intersection, namely, the Eight-Hour Vehicular Volume and the Four-Hour Vehicular Volume. 4 The Eight-Hour Vehicular Volume warrant is intended for application at locations where a large volume of intersecting traffic is the principle reason to consider installing a traffic control signal. Within the Eight-Hour Vehicular Volume warrant there are three possible combinations of volumes, that if maintained for eight hours of an average day, would satisfy it and are as follows: a) 600 vph on the major street and 150 vph on the higher volume minor street approach b) 900 vph on the major street and 75 vph on the higher volume minor street approach c) Or both of the following volumes a. 480 vph on the major street and 120 vph on the minor street approach and b. 720 vph on the major street and 60 vph on the minor street The bolded text in Table 2 indicates the eight highest volume hours for the intersection. When the traffic volumes are compared to threshold numbers listed above it can be seen that while they meet the criteria for some hours of the day, they do not meet them for all eight hours. Therefore the warrant is not met. U:\PubllcWorks\Engineering\dbange\PUBLIC WORKS & PLANNING\2018\11-2018\Jaycee and Industrial Memo.docx Memorandum 5 Table 2 Signal Warrant Analysis Approaching Traffic Volumes Vehicles Per Hour (VPH) Industrial Drive Higher Volume Total of Both Jaycee Approach Time Period Approaches (Northern Leg) 12:00 AM to 1:00AM 51 0 1:00AM to 2:00AM 27 2 2:00AM to 3:00AM 27 0 3:00AM to 4:00 AM 28 2 4:00AM to 5:00AM 47 2 5:00AM to 6:00 AM 169 12 6:00AM to 7:00 AM 422 30 7:00AM to 8:00AM 887 169 8:00AM to 9:00 AM 724 118 9:00AM to 10:00 AM 581 91 10:00 AM to 11:00 AM 618 64 11:00 AM to 12:00 PM 730 88 12:00 PM to 1:00 PM 808 103 1:00 PM to 2:00 PM 719 89 2:00PM to 3:00PM 705 73 3:00 PM to 4:00 PM 853 133 4:00 PM to 5:00 PM 1026 157 5:00 PM to 6:00 PM 994 127 6:00 PM to 7:00 PM 559 57 7:00 PM to 8:00 PM 369 41 8:00PM to 9:00PM 275 23 9:00 PM to 10:00 PM 173 11 10:00 PM to 11:00 PM 111 8 11:00 PM to 12:00 AM 65 3 U:\PublicWorks\Engineering\dbange\PUBLIC WORKS & PLANNING\2018\11-2018\Jaycee and Industrial Memo.docx Memorandum 6 The Four-Hour Vehicular Volume warrant, like the eight-hour warrant, is intended to be applied where the volume of intersecting traffic is the principle concern. The warrant is considered to be met if for each of any four hours of an average day the total of the major street volume and the highest volume minor street when plotted together all fall above applicable line on the following chart. Given the configuration of the intersection Industrial Dive is a two lane approach and Jaycee Drive is considered a single lane approach. In this instance one point falls above the applicable line and three below therefore the warrant is not met. 500 400 MINOR ST R EE T 300 HIGHER - VOLUM E APPROAC H -200 VPH 100 Figu re 4C-1. Warrant 2, Four-Hour Vehicular Volume I 2 OR MORE LAN ES & 2 OR MORE LA NES 300 40 0 500 600 700 BO O 900 1000 1100 1200 1300 1400 MAJOR STR E ET-TOTAL OF BOTH AP PROAC HES- VEHIC LES PER HOUR (VPH) U:\Public Works\Engineering\dbange\PUBLIC WORKS & PLANNING\2018\11 -2018\Jaycee and Industrial Memo.docx Memorandum 320Eas tMcCartyStreet • Jeffer sonCity,Mis souri65101 • P: 5 7 3 .634.6 410. F: 57 3.63 4 .6 5 6 2. www.jeffersoncitymo.gov Date: October 31 , 2018 To : Publi c Works and Planning Comm ittee From: David Bange P .E ., City Engineer '.)7D Subject: Dunklin Street Bridge Project Staff would like to take this opportun ity to update the Comm ittee on the status of the Dun klin Street Bridge and Corridor Project and receive any feedback the Committee mig ht have . As you are aware the condition of the bridge has deteriorated significantly over the last seve ral yea rs first with a load posting and then more recently the narrowing of the lanes to keep vehicles off of the most compromised portions of the bridge . It is because of this rapid decline that staff is moving this project forward . Plans are progressing on the project and major design e lements i ncl u d ing the bridge design an d street width have been made and presented at a publ ic meeting . The proposed bridge w ill be app roxi mately 90 feet long and 56 feet wide . The bridge will be a s ingle span stee l girder bridge ca rry ing two lanes of traffic in addition to bike lanes, a sidewalk, and a greenway trail. The street section from the bridge to Broadway is proposed to be 38 feet wide with a five foot wide sidewal k along the western s ide f rom Missouri Bou levard to Broadway and a greenway trail on the eastern side from M issouri Bou levard to Mu lberry with the rema ining d istance to Broadway being a 5 foot s idewa lk. The design w ill loo k to reduce the sharpness of the vertical curve at Mulberry Street which w ill necessitate the reco nstru cti on of short sections of that street as well . The project wi ll also reconstr uct t he stormwater system and t he san itary sewer including the enlargement of the Wears Creek sewer inte rc epto r. Details that rema i n to be fina l ized relate to issues such as lighting and othe r esthetic enhancements such as bridge ornamentation and ra ili ngs . There also remains the need for coord i nation and plan approval by MoDOT for the work that w ill need to take place on MoDOT right of way under the h ighway 54 ramps and a long Dunkl in towards Missouri Bou levard . The coord ination of the re location of t he confli ct ing uti lities will also requ ire continued work. We are estimating t hat th e t ime needed to com ple te the design w ill be appro xi mately three months . In addition to finalizing the plans there will also be a number of temporary construction easements needed to reconstruct driveways and to t ie i nto existing parking lots . It is antic ipated that wo rk to acqu ire these easements can run concurrently w ith the final plan development. The reconstruction of th is bridge will requ ire the complete removal of the ex isting bri dge . Current estimates are that th is work and the reconstr uction of the new bridge and approach ing roadway wi ll U:\Pub lic Works\Engineerin g\dbang e\PUBLI C WORKS & PLANNING\2018\11-201 8\Dun kiin Street B ri dge.d ocx Memorandum require the closure of the street for a six month period. It is anticipated that traffic will divert to the expressway and possibly Broadway/Linden, and Southwest Boulevard. 2 This project was listed as one of the joint City/County projects in sales tax G. As has been our practice we will be working with the County to draft a development agreement that will establish the cost share for this project. The planning level estimate that is being used for the project is 2.9 million dollars. The project design accounts for approximately $300,000 of that amount. As the project continues to develop the construction estimate will continue to be refined. At this time we are anticipating that the design and other components previously stated will be completed in February of 2019. We would look to advertise the project in April with the possibility of construction beginning in June of 2019. If you have any questions I can be reached at 634-6433. DB:db U:\Public Works\Engineering\dbange\PUBLIC WORKS & PLANNING\2018\11-2018\Dunklin Street Bridge.docx Memorandum 3 Southwest corner of bridge -note spalling concrete and crumbling abutment I • ~I Upstream side of bridge-note debris caught on center pier. U:\Public Works\Engineering\dbange\PUBLI C W ORKS & PLANNIN G\2018\11 -2018\0unkl in Street B ri dge .d ocx Memorandum Northwes t corner of bridge-note the webbing is no longer connected to the bottom flange due to excessive rust. Northwest corner of bridg e -note the infiltration thr ough the deck demonstrated by the stalactites and the excessive rusting of the girder. U:\Public W orks\Eng ineering\dbange\PUBLI C W ORKS & PLANNING\20 18\1 1-20 18\Dun k lin St ree t Bridge.docx 4 Department of Public Works Memorandum 320 E. McCarty Street ·Jefferson City, Missouri 65101 • P 573-634-6410 • F 573-634-6562 • www.jeffcitymo .o rg Date : November 2, 2018 To : Public Works and Planning Committee From: Eric Seaman , Wastewater Division Director Through : Matt Morasch, Public Works Director Subject: Basin 10 Design Study and Hydraulic Modeling A consultant contract with Donohue and Associates with CMPS, Inc . acting as a sub consultant has been negotiated for a design and modeling study for the Westview Heights service area. The chief components of the study include: • Hydraulic Modeling 1) to Evaluate the success of previous sewer main replacement and infiltration/inflow control 2) impact on downstream sewers • Reuse of existing force main that was installed in the 1980s. This has been subject to non -destructive testing which showed there is service life left , but there have been 2 leaks near the intersection of Scruggs Station and South Brooks Street. • The area continues to develop . 1) Where should a replacement pump station be placed to serve basin 2) What additional construction costs are required to serve the large r area? The contract cost is $210 ,823 time and material and we recommend it be forwarded to a future Council Meeting. Attachment EXHIBIT A BASIC SCOPE OF SERVICES BASIN 10/WESTVIEW PUMP STATION A. Design Study and Hydraulic Modeling ($210,823 time and material not-to- exceed) TOTAL CONTRACT COST= $210,823 time and material not-to-exceed