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HomeMy WebLinkAbout2021-12-28 - Agendas - FinalCITY OF ! _! FAYETTEVILLE \.� ARKANSAS MEETING AGENDA City Council Transportation Committee Tuesday, December 28, 2021 5:30 pm or Immediately Following Agenda Session NOTICE: THE TRANSPORTATION COMMITTEE WILL BE HELD VIRTUALLY WITH NO PHYSICAL LOCATION TO ATTEND VIDEO CONFERENCING BY ZOOM WILL BE USED FOR THIS MEETING. TO REGISTER FOR THE MEETING GO TO THIS Registration Link Members: Sarah Bunch, Committee Chair; Sonia Gutierrez; Holly Hertzberg City Staff: Chris Brown, Public Works Director/City Engineer; Terry Gulley, Asst. PW Director for Operations/Transportation Services Director Agenda: 1. New Business: A. NORTH STREET CORRIDOR: Review of plans and public comments on the North Street Corridor -Garland Avenue to Mission Blvd. This information is presented for preliminary review and discussion with the Committee. Plans and public survey attached. B. WEST AVENUE AND DICKSON STREET INTERSECTION: Review of the schematic design for the intersection at Dickson Street and West Avenue. This intersection is planned for pedestrian improvements as part of The Upper Ramble. This information is presented for preliminary review and discussion by the Committee. (Schematic drawings to be presented at the committee meeting). C. 2022/2023 SIDEWALK CONSTRUCTION PLAN: Review of proposed 2022/2023 Transportation Division Workplan for sidewalk construction. Project list is attached. For a map of the plan follow this LINK. (Staff requests a recommendation from the Committee to the City Council for this item.) D. 2022/2023 PAVEMENT MANAGEMENT AND ASPHALT OVERLAY PLAN: Review of the proposed 2022/2023 Transportation workplan for pavement management. Project lists are attached. For a map of the plan follow this LINK. (Staff requests a recommendation from the Committee to the City Council for this item.) E. SQUARE LIGHTING IMPROVEMENTS: Review of proposed contract and budget for the lighting improvements around the Downtown Square. Funding for the improvements are proposed to be funded from Parks Bonds, Transportation Bonds, and other Parks funding. (Staff requests a recommendation from the Committee to the City Council for this item.) Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 F. CITYWIDE SPEED LIMITS: Review of planned speed limit changes to implement the recent speed limit ordinance amendment and to align speed limits more closely with street classifications. For a map of the plan follow this LINK. Memo and map navigation instructions attached. G. TRAFFIC CALMING PROJECTS: Review of traffic calming requests, and staff recommendations for installation at various locations. Detailed information to be provided at the Committee meeting. 2. 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I a 'll .�j:a r Si r. l �,yl , •, I r `•.ry�,1� I ;� ' r � n 7ii.. 1. aw l 2C : f' , ~ NORTH ST CORRIDOR EAST Z / Il. i•T - 4 r t • ' ,� , - , ( . - DESIGNED BY: DRAWN BY: _ r4 ELA ELA �- DATE: REVISION: 10/5/2021 REV. 30% O 1 , - I S., t Y ._. �t , Y _ r - _ , 1 ♦ SCALE: JOB NUMBER: i ` ,f a .. a. . , i.. ,.. _ . 3•? - -•Y - 1"=40' 20-2179 EX-4 North Street Corridor Improvements Questionnaire SURVEY RESPONSE REPORT 08 August 2018 - 15 December 2021 PROJECT NAME: North Street Corridor Improvements BANG THE TABLE .�� engagementHQ. North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Page 1 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Q1 How supportive are you of the design of the Intersection of North Street and Garland Avenue? 38 (11.4%) 165 (49.5%) Question options 1 Not at all Supportive 2 3 4 5 Highly Supportive Optional question (333 response(s), 8 skipped) Question type: Radio Button Question 14 (4.2%) 88 (26.4%) 28 (8.4%) Page 2 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Q2 How supportive are you of the design of the sidewalk and trail from Garland Ave. to Leverett Ave.? -1- >4io) 184 (56.4%) Question options • 1 Not at all Supportive 2 3 4 5 Highly Supportive Optional question (326 response(s), 15 skipped) Question type: Radio Button Question 23 (7.1 %) k 0 23 (7.1 %) 71 (21.8%) Page 3 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 03 North Street Improvements from Leverett to GreggHow supportive are you of the design of the sidewalk and trail from Leverett Ave. to Gregg Ave? Click here to view larger image. o) 158 (47.6%) .0%) Question options 1 Not at all Supportive 02 40 3 04 0 5 Highly Supportive Optional question (332 response(s), 9 skipped) Question type: Radio Button Question 24 (7.2%) 27 (8.1 %) Page 4 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Q4 North Street Improvements from Gregg to CollegeHow supportive are you of the design of the sidewalk from Gregg Ave to College Ave.? Click here to view larger image. 159 (47.9%) 67 (20.2%) Question options • 1 Not at all Supportive 2 3 4 5 Highly Supportive Optional question (332 response(s), 9 skipped) Question type: Radio Button Question 0 (9.0%) 35 (10.5%) Page 5 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Q5 Lane Reconfiguration on Gregg Ave. How supportive would you be of incorporating a Road Diet or lane reconfiguration on Gregg Ave to add a center turn lane and add on -street parking from North Ave to Poplar Street as part of this project? Click here... 90 (26.9%) r91 6J 49 (14.7%) 46 (13.8%) Question options 1 Not at all Supportive 2 3 4 5 Highly Supportive Optional question (334 response(s), 7 skipped) Question type: Radio Button Question 38 (11.4%) 111 (33.2%) Page 6 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Q6 North Street Improvements from College to MissionHow Supportive are you of the design for the sidewalk on connection from College Avenue to Mission Blvd? Click here to view larger image. (15.3%) 168 (50.5%) 52 (15.6%) Question options 1 Not at all Supportive 2 3 4 5 Highly Supportive Optional question (333 response(s), 8 skipped) Question type: Radio Button Question 20 (6.0%) 42 (12.6%) Page 7 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Q7 What other comments do you have about this project? Anonymous Definitely support need for better pedestrian access at the point 11/10120�_ where North meets Mission. Anonymous The only thing that keeps me from being fully supportive of #4 is the 11/10/2021 12:53 PM sidewalk switching sides of the street. It seems that crosswalk will be hazardous for pedestrians. Anonymous Any plans for a bike lane? 11/10/2021 01:05 PM Anonymous These are major connecting streets in Fayetteville that are very, very congested. I think walk ways should be in areas that are not so congested so people feel safer walking. On every street you have listed at rush hour these streets are backed up. If anything put the sidewalks somewhere else and widen all these streets! Anonymous Extended the multi -use trail all the way out to Mission. Greg is too busy already to reduce down to only 2 lanes and a turn lane. If you take away a lane, you should add a bike lane or multi use trail. Right now it is safe to bike on only because it has 4 lanes. Anonymous Further congesting Gregg St by removing two lanes is moronic. 11/10/2021 01:29 PM Builders and developers can add parking for their new projects instead of taking a lane away for parking. Anonymous With a growing population, and therefore growing traffic demands, it 11/10/2021 01:30 PM is safe to say that "road diets" to create on -street parking are of the devil, and an exorcist should be called. Thank you! Anonymous There are more important things to spend money on. 11/10/2021 01:35 PM Anonymous Looks very good! Of course a wide trail the entire way would be nice but just not ;possible with the space restrictions. And I think all of this was addressed very well and thought out, including the mini - roundabout. I hope this plan goes forward as it is and look forward to it. Page 8 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Anonymous This entire project looks like it would be very beneficial to people on foot, bike, mobility aids, cars, etc. I'm especially pleased to see the plans to connect the sidewalk on the south side of North between Garland and Leverett. Perhaps it's pie -in -the -sky, but I wish there would be a bike elevator of some kind for the climb up North between Mission and College! I suspect that stretch will be protested because of how steep and unpleasant it is. Anonymous Needs 4 lanes for automobiles. 11/10/2021 02:02 PM Anonymous Fayetteville has such a lack of dedicated right turn lanes, I feel like it 11/10/2021 02:20 PM would cause more traffic backups at Garland by removing the right turn swoops. Anonymous Excited to see emphasis taken away from cars. 11/10/2021 02:53 PM Anonymous Don't use the term "road diet" in public marketing. No one likes being on a diet. They're miserable, even though this is great. 6 lanes of traffic is a LOT to cross on foot (North @ Garland) even with a signal and pedestrian refuge. Imagine having to use that refuge and spending two whole light cycles to get across! Anonymous Why is there no 4-lane east -west road between Joyce and MILK? FIX 11/10/2021 04:51 PM THIS! Anonymous This project will be very beneficial to downtown Fayetteville and can't 11/10/2021 05:04 PM begin soon enough. The 8'sidewalk with some lamps or down lighting would be helpful especially helpful between College Ave and Mission for pedestrian safety. The proposed roundabout or light at Hillcrest is very important along with possible other traffic calming strategies to reduce the speed of vehicles descending the hill going westbound. Many accidents and near misses occur in this area due to the steep grade and limited visibility approaching College. A big thank you to planning and trails staff for their work on this proposal! Anonymous For No. 5 - with the improvements of side path from Garland to Gregg 11/10/2021 05:18 PM and the future Midtown Corridor improvements down Poplar, why wouldn't we consider a side path along the west side of Gregg from North to Poplar and create reallv solid connectivitv between the two Page 9 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 projects? Scrap the parking lane on Gregg (while keeping the road diet to slow speeds) and add a separated side path with green space buffer between the future Midtown Trail and North Street improvements all along the west side of Gregg. Anonymous We don't need on street parking on North not Gregg. They are too 11/10/2021 06:24 PM busy. Anonymous I think that the access road between NWA Gyro and Sabor could be 11/10/2021 06:26 PM eliminated to allow for a much longer right turn lane westbound on North. Losing the cutoff will result in a lot more traffic turning right at that intersection Anonymous I like most of this. It would be nice to only add wide shared use trails 11/10/2021 08:01 PM instead of just sidewalks, but space is limited I'm sure. And if roundabouts could be possible at Leverett/North and Sycamore/Gregg in addition to all this, then that'd be great. Fewer traffic lights and more roundabouts are always good. All of Gregg should be roundabouts honestly. Anonymous The place in this vicinity where I see pedestrians walking in the street 11/10/2021 08:12 PM in unsafe conditions is not actually on North St but on a short section of Sycamore between Garland and Leverett St. The cost would be minimal to put a sidewalk on at least one side of this section of Sycamore. UA students & other residents walk this block to reach the bus stops. Anonymous I am generally very supportive of the changes. Not sure jf major intersections will be as pedestrian and bicyvle friendly as they need to be. Blocking the Mt Comfort intersection should have been done long ago. It is dsngerous. The Gregg St intersection is dangerous for pedestrians and uncomfortable for bicycles. The intersection at North and Woolsley is not aligned with the sidewalk going south on Woolsey. After crossing North St, walkers then have to cross Woolsey to get on the only sidewalk on Woolsey. The traffic circle idea at North and Hillside might work, however westbound traffic has limited line of sight coming up the steep hill. Top considerations should be slowing traffic and continuity of sidewalks so pedestrians do not have to cross North St when sidewalks end. Anonymous This is incredible! Lighting is always very appreciated, even when it's 11/10/2U21 U8:3U HIM just the 8-foot sidewalk section. I've had my bike light die mid -ride and Page 10 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 it's so nice to have the trail lighting to keep things safe. I would LOVE to see something similar on Township at some point, too! With more and more people getting e-bikes, I think the hills will be less problematic and people will really be wanting to ride there more. Township will make a great east -west thoroughfare for cyclists and pedestrians. It's kind of scary to bike or walk there now because of the lack of lighting and the fact that the sidewalk is not continuous (and it abuts the road). Thank you, thank you, thank you for seeking public input, and for making active transportation such an integral part of growth plans. This is the best city EVER!!!! Anonymous Some designs have previously shown a roundabout at north and 11/10/2021 09:11 PM mission, would support highly Anonymous Great, but Needed west of Garland also, along Wedington Anonymous The proposed design on question 3 that shows the direction of traffic on North going from Gregg to Leverett going down to one lane seems like it would increase traffic congestion. There are businesses that require left turns from that direction of traffic that could be impacted, and if not, those left turns would cause traffic on that section of the road if people couldn't go around. Anonymous Eliminating the extra lane between Gregg and Leverett is going to 11/11/2021 06:01 AM cause congestion due to left turns at Columbus House and Fayetteville Funky Yard Sale. Parking on Gregg seems highly unnecessary— parking for what?? If it's for the new apartment complexes being built, they should be responsible for their own parking rather than expecting the city to step in. A turn lane would be nice to have but not overly necessary. Anonymous Concerning the design of the sidewalk and trail from Leverett Ave. to 11/11/2021 07:13 AM Gregg Ave, this would be a traffic choke point as it is already terribly congested. I drive this every single day and the traffic there is absolutely terrible. I'm not sure why the study would conclude that it wouldn't effect traffic as this area is already a choke point. If anything, we need more lanes not fewer in this area. Anonymous North from college to mission is quite a step grade, if possible, find 11/11/2021 alternate route to allow the option of lower grade travel. Page 11 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Anonymous Concerned about damage/removal of existing trees. Also concerned that the "green spaces" mentioned will not be of adequate size to support street tree planting. It was mentioned that back of curb sidewalks do not provide separation between pedestrians and motorists, however, the best solution is to increase this space to provide growing space for street trees. Light poles alone do not offer the same feeling of protection. Anonymous As has been the case in the past several ears, the City is FAR too 11/11/2021 07:54 AM focused on bicycles. It has become ridiculous. Yes, there definitely needs to be improvements at Hillcrest Intersection (roundabout is best option) and there needs to be a normal width sidewalk on North - not an 8ft one that is to accommodate bikes. Neighbors are not being consulted (other than these questionnaires). Not every neighborhood, esp older established historic neighborhoods, believe that bike trails bring value to the surrounding area. Anonymous I think it's about time to increase walk ability and bike safety. Streets 11/11/2021 08:12 AM are too wide as is, causing people to ignore speed limits. Anonymous I am disappointed that we aren't addressing the race for position that occurs between Leverett and Greg going East. As two lane traffic collapses to left and right turn only on Greg and one lane forward on North. This is a constant location for road -rage as people jockey for position and refuse to allow merging. Long lines in the middle lane as local drivers know what is coming but others are left stranded and force to drive to Wilson Park.:P I don't know the solution but something like signing about police zipper merging could help. The other issue is on North and College, going East. Where a long line of cars going right or straight prevent anyone from entering the left turn lane, which is empty. And Pollard Ave should have "no left turn sign" where it meets North. Anonymous Please continue the connection to the east sidewalk side of Mission Ave. The termination point just short of Mission as drawn requires multiple street crossings in an awkward manner. A drawing of the extents of the Gregg Avenue Road diet would be needed in order to provide any meaningful feedback. Anonymous The proposed sidewalk on North between Gregg and College would be better if it could be located on the same side of the street for the length of the street. The road diet for Gregg Avenue between North and Poplar would be better if a protected bike lane were included Page 12 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 instead of a parking lane between the sidewalk and the main vehicle lanes. Anonymous It all sounded great on the video! I like the roundabout to replace the 11/11/2021 01:11 PM stop sign and save the tree. Thank you for your work to keep the city pedestrian friendly! Anonymous Squeezing North to make space for a bike lane between Leverett and 11/11/2021 03:28 PM Gregg will cause more congestion. It's already backed up during my daily commutes. Anonymous I live off North and east of Garland. This plan will make walking that 11/11/2021 03:49 PM corridor so much more pleasant and feel safer. I just hope it can done soon! Anonymous I have concerns for North going to one lane west bound between Gregg and levrett. Turning left into funky yard sale and Columbus House Brewery will be difficult and stop traffic. Anonymous The title of the project is somewhat misleading as this is a plan to enhance pedestrian mobility. As an owner and operator of a motor vehicle as means for a primary form of transportation, you can quit wasting money on sidewalks and trails until the flow of traffic is improved. Seriously the software used in our traffic light system has to be compatible with Windows 98 Anonymous Street trees in (min 5' wide) planter strips should be included along the entire length of the project. Also highly recommend narrowing North St, travel lanes and including sidewalk on both sides of North Street between Gregg and College Ave. Anonymous We need more sidewalks and increased walkability on this section. I strongly appreciate having separation between the road and a sidewalk - when a sidewalk is immediately adjacent to a road with no separation it feels sketchy and I am more on edge walking my dog. Anonymous Any changes must be kept at an absolute minimum in the section on 11/12/2021 12:18 PM North St from College to Mission. Page 13 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Anonymous This is an extremely dangerous design. Most car/bicycle/pedestrian accidents happen at intersections. Having a totally separate trail for bicycles/pedestrians is dangerous for pedestrians and gives the impression that serious bicycle commuters are not allowed on the road. Having to look out not only for oncoming traffic, but pedestrians and bikes while turning left (as well as looking out for parked cars which obscure visibility of the pedestrians) makes intersections and left turns all the more dangerous, too many things to look out for. Bike lanes next to on street car parking is a recipe for disaster. Anonymous There is nothing in here for the improved intersection for North and 11/13/2021 01:14 PM College Anonymous These are all great solutions that address the safety regarding 11/13/2021 10:39 PM pedestrian and vehicular interaction. However, a major concern is the comfortability that citizens feel in using these civic projects. We need to feel that we are in a safe environment when we are on these sidewalks and trails. However, women specifically feel uneasy using any of these amenities by themselves. A sense of comfort and safety needs to be established through community based efforts rather than infrastructural ones. As a woman, I would never feel safe using any of these after dark. How is that being addressed? Anonymous I have lived on North Street for 15 years, previously around the corner on West Lakeridge for 10. There is little to no foot traffic on this stretch of North. It is steep both ways from Hillcrest up and down. It isn't because of no sidewalk, it is not walkable for the majority of residents, save the occasional drunk college student walking home from Dickson. Also, the question asks about the sidewalk and does not mention the roundabout being proposed at North & Hillcrest - a terrible solution. Few stop at the stop sign now, it is dangerous and a roundabout will make it even more so for the residents that have to exit on to North, either way. I am especially affected by this problem at my home - 311 E. North. I would love to see numbers re: the amount of foot traffic someone imagines will suddenly arise. Anonymous The improvements at the intersection of Gregg and North are helpful, but there are sidewalks on most of the south side of North, and the East side of Gregg (even if there are not in good shape) Can we have crosswalks on all four sides of this intersection? Can the sidewalk on the S side of North be connected to the E side of this intersection? The proposed redesign of Gregg is great: the sidewalk situation at that corner and to the N & S, is pretty bad, with a forced mid -block crossing on Gregg, mailboxes in the middle of narrow sidewalks, etc. Page 14 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 It would be nice if the work could extend south of North St, too, repairing the damage inflicted on the sidewalk over the last 15 years. Thanks Anonymous Living on North street (615 W. North), anything to give more public 11/15/2021 09:35 AM access would be amazing. Thank you for the work you are doing. I would be in favor of taking North down to 2 lanes for its entire length to allow more trails and a green space divider. Anonymous This is amazing! Great work! 11/15/2021 12:21 PM Anonymous Thank you for improving this street! Anonymous The city needs to stop removing lanes from full streets. I'd love to see a trial but removing a lane from north street is not how to do it. Also removing the turn offs at Wedington/north and Garland will only tie up traffic more. Eastbound North needs a dedicated right turn to College. Anonymous 1. Do not remove access to Oakland from North St. Drivers will start congesting surrounding, narrow streets like Storer to access it. 2. North St WB between Scull Creek trail crossing and Gregg needs 2 lanes. Folks making left turns into the brewery and yard sale will back traffic up to Gregg/North. 3. North/Woolsey is going to be unsafe having that trail cross to the south side of the road here. 4. 1 like the idea of a turn lane on Gregg, but sidewalks are needed on both sides of Gregg. Anonymous I love all of this except the idea of parking on Gregg between North and Poplar! Looking forward to seeing consistently improved sidewalks from Mission all the way to Garland. Big improvement! Anonymous I am 100% supportive for the foot and bike paths, but I don't feel the project addresses auto traffic. North St. will remain a traffic choke point from Mission to Gregg and continue to put more strain on Township and Lafayette for east -west travel, which are the toughest directs to move in the city. Anonymous Not sure about the roundabout, maybe instead, more warning signs 11/15/2021 02:54 PM about the upcoming stop sign, but otherwise loving all of the Page 15 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 proposed sidewalk plans to help me utilize these streets as a pedestrian. Anonymous This is a much needed project for those of us that work and live in the 11/15/2021 04:15 PM area! Please consider starting right away. Anonymous I don't think the roundabout is necessary. Remove the stops sides 11/15/2021 04:31 PM except for the side street. Anonymous On the north street corridor from college to mission, I worry about 11/15/2021 04:49 PM taking up too much space from the homes that already have little to no parking as is. I like the idea of a sidewalk but making it too big could take away the homeowners parking spots. Anonymous My main complaint about the current plan is the proposed roundabout at the top of E. North St. The stop signs don't appear to cause any issues as things are configured currently. I feel that it is attempting to solve an issue that doesn't exist. Living on the mission side of the E North St. hill, I am also curious about how much of the sidewalk's footprint will come from narrowing the roadway or making use of the existing right of ways. In general, I think that a narrow roadway on North St. would encourage slower travel speeds. Everytime that I brake to pull into my driveway or back out, I worry about someone coming flying down the hill and not noticing how much slower I am moving. Anonymous Disappointed in the section from Gregg to College that the sidewalk is not on the South side of the street. This is the side Wilson Park is on and it seems like it would be safer for the folks living on the south side of North. Or both sides could have sidewalks. This section is neighborhood and not pedestrian friendly, and if this much work is being completed let's do it all. Anonymous 1) 1 very much support closing off that unnecessary cutthrough from North St to Oakland. 2) 1 am happy to see that westbound North is proposed to be reduced to one downhill lane approaching the Greenway crosswalk. However, I wish that rather than a painted median, the City would consider additional beautification features such as a median of native shrubs and small plants. This road and this trail section receive considerable motor and pedestrian traffic. It would be a good look for the City - especially in this area. 3) I'm not against road diets ... but is there a demand for parking in this area? Page 16 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Will these spaces remain empty? If so, should on -street bike lanes be considered rather than parallel parking? Anonymous I get that the stop sign at the top of North st and Hillcrest isn't working. But I don't see how a roundabout is necessarily going to help either. Are there no other options? I used to livein that neighborhood and loved it, except for the lack of adequate sidewalks and that stop sign that most of the time gets ignored. Can we try out a flashing stop sign sign or something like that before we go leveling out people's yards? I feel like there's too much traffic up there for a little roundabout. Anonymous Both blocking off the old segment of Mt Comfort & removal of slip 11/15/2021 09:34 PM lanes at Garland intersection at the same time will lead to large traffic backups that will not be able to be cleared efficiently at the current traffic -prone signalized intersection. I would instead propose installing pedestrian -triggerable hazard lights like those currently used on campus, & at the Pedestrian crossing where the clabber creek trail crosses Rupple at the cross walks of the slip lanes for the garland intersection. I would also recommend speed bumps if allowed at the entrance to the slip lanes , but Botz dots or a rough pattern ground into the road surface could also suffice in getting the attention of the driver to indicate they should slow down. This, combined with flashing lights, should allow pedestrians to cross more safely while also not reducing the vehicular throughout of the intersection. If this were to be implemented, the old segment of Mt comfort could be removed with no issue. Reducing westbound north street to 1 lane as it approaches the intersection with Gregg, while well intentioned, is short sighted. The 2 lanes there currently serves as extra capacity to "hold" for lack of a better turn traffic that would instead back up onto Gregg and North at their intersection. Reducing to 1 lane would also make access for emergency vehicles more difficult, as in the current configuration they can weave if they need to head westbound. If the road was reduced to one lane, emergency vehicles would either have to drive through the green space, drive into oncoming eastbound traffic, or be stuck. To provide protection for the trail to be installed, I would instead implement a concrete barrier that should be painted, beautified, & tied into elements such as the lamps that will be installed, similar to what is done to the trail that runs along the Rupple road bridge over Hamestring Creek. This will provide the shielding for the trail that is granted in the current plan by green space separation. I do not believe implementing a road diet across Gregg ave to be wise. However, I do believe that lane reduction could be done to its intersection with North street as the 5 lanes are excessive. The right turn lane that allows S bound Gregg traffic onto W bound north does not see high enough traffic to justify an exclusive lane, and thus could Page 17 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 be converted to offer on -street parallel parking. My only complaint on the proposed improvements on north street between Gregg and college is that I believe reducing the width of the lanes of the current 2 lane configuration by the entrances to the VA complex could cause problems with emergency vehicles. Otherwise, I think the intersection improvements with college are excellent. I have no comments on the segment of north street after the intersection with college. In some closing thoughts, it must be recognized that North street, when combined with wedington and mission, is a major E-W corridor for vehicular traffic in Fayetteville. Making it less suitable for vehicular traffic without a plan for the creation of an alternate E-W route with adequate capacity is short sighted, and will shift traffic through neighborhoods and exacerbate current traffic problems faced by the city's 4-lane arterial network. I believe a compromise can be reached through the recommendations I have promoted that will allow for adequate protection for pedestrians while not reducing the efficiency of the road's vehicular throughput. Anonymous I would like to see a road diet on North Street between Gregg and Garland. I see that there is a reduction in lane on westbound North Street, but why not eastbound? I would prefer to see two travel lanes and more space for trees or bikes. Also, I would like to see streetlights on the entirety of this route. I recently moved to Fayetteville and the thing I notice is how dark the city is. There are very few streetlights and adding them (and trees!) helps with economic development, safety, property values, and beauty. Anonymous Gregg ave should provide green space between drive lanes and sidewalk. It would provide more value than a turn lane. Mt comfort and north intersection closure should remain open, that leg of mt comfort reduces pressure on the intersection at garland and provides better access to oak plaza than the proposed design. The proposed plan appears to remove an enormous oak tree at hill rest and north, which i find unnecessary and unacceptable. Anonymous I'm wondering why the sidewalk on North near Mission is on the south 11/16/2021 08:08 F side of the road when the north side of the road has far fewer trees that would be disturbed. But anyway --a sidewalk is essential. I have walked this stretch and dodged traffic many times! Not cool. Anonymous These changes are all needed and will benefit many. My husband 11/17/2021 04:59 AM bikes across North and uphill to Washington just above College, and has to walk his bike on a grass lawn to be safe. This is crazy, and the sidewalk there will be a big improvement. The other changes are all Page 18 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 well thought-out. Anonymous I bike on my local errands and often use or cross North and the 11/17/2021 05:27 AM streets that intersect with it. I think all of the changes that you plan are needed and will make life safer, not just for bikers and pedestrians but for all. Anonymous Please do not do the round -a -bout. It is not needed. Do not allow 11/17/2021 07:07 AM parking on this project. Some trail widths could be lessened when in tight areas near trees. Add bosk of trees at the triangle land created by closing street. Anonymous With sections that have a wider sidewalk/trial section, ensure full width carries through intersections. Anonymous Add more street trees whenever/wherever possible! 11 /17/2021 08:44 AM Anonymous Please think about an alternative to allowing parking on Gregg Ave. 11/17/2021 12:17 PM The question and the illustration in the questionnaire is misleading and does not show how parking would work. If it's parallel parking forget it or if it's pull in to the spot and back out forget it. Too many rises and blind spots on Gregg and no one does the speed limit. Anonymous Desperately need more road capacity for automobiles. You're falling 11/17/2021 12:51 PM way behind. Anonymous Not at all supportive of no. 3 & 5. It would be terrible for traffic to 11/17/2021 12:54 PM create a choke point by going to 1 lane at this particular intersection. Anonymous All bike paths need to have strong dividers between them and cars. 11/17/2021 01:01 PM Anonymous None! Anonymous Traffic gets backed up severely during afternoon rush hour both at 11/17/202 north Street going east at the College intersection, and North Street going west at the Gregg intersection. Something needs to be done about that so we are not sitting through multiple lights. One fix at the Page 19 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Gregg/North intersection is to not give so much turn lane stop light time to the turnlane turning onto Gregg from North. I am in favor of better sidewalks in this corridor but not reducing traffic lanes. I wish we could continue the 4 lane for North all the way to at least College street from Gregg. Ideally that 4 lane would go all the way to Mission and then Mission be 4 lane all the way to Crossover. This would create a 4 lane corridor from Crossover to Double Springs road through the heart of Fayetteville which is badly wanted and needed. Anonymous We really need to input a turning lane on North street. It is way over 11/17/2021 01:20 PM due and Fayetteville is growing to fast to ignore the issue of not having one. Anonymous Ramps for trail are not adequate at intersections Placing the trail on 11/17/2021 01:28 PM the opposite side of where people area too often Crossing at Woolsey is dangerous Anonymous Crosswalk on W. North St & Vanventer. There is not a safe cross- walk to access Wilson Park after passing through the North and Greg intersection. Anonymous Going from 4 or 3 lanes to 2 or 3 makes no sense. Those of us on the East side have no quick way to get across town. Anonymous The light at college and north is stupid at night. It has no sensor or doesn't see you when coming down to hill from mission. Anonymous Inclusion of barriers between car lane and bike lane 11/17/2021 02:14 PM Anonymous Please do not push for a roundabout at the intersection of Hillcrest 11/17/2021 02:17 PM and North. Hillcrest has very little traffic. Anonymous Those roads are heavily trafficked. Doubtful any room for bicycle lane but if so would like an area bikes are indicated to go Anonymous I live at 243 e north st. This would take up a significant portion of my 11/17/202 property it appears. A simple sidewalk would be plenty due to how narrow the road is currently. Also, absolutely no one will be riding their bike up that hill. I'm an avid biker and I've only needed to learn Page 20 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 that lesson once. Also, the round about at hill crest seems like overkill for that intersection. Anonymous Lane Reconfiguration on Gregg Ave (North to Poplar): I can only 11/17/2021 02:29 PM guess that the proposed parking lane is in anticipation of additional apartment/townhouses along Gregg. As a Wilson Park resident, I am well aware of the amount of traffic flowing along this stretch throughout the day and am concerned about reducing the street to single lanes with a center turn lane. Also, which side of Gregg will the sidewalk be installed? As for the improvement from College to Mission - I do think we need sidewalks that are wide enough to support pedestrians and scooters, but I'm uneasy about a roundabout at the Hillcrest intersection. This is a treacherous intersection on a good day, and I don't see how someone turning onto North can do so safely UNLESS the roundabout is raised enough that traffic on North are forced to slow down when driving over it - because they will. Anonymous Overall, these designs are nice. However, a consistent sidewalk on one or both sides of North from Gregg to College could be safer for pedestrians, as they wouldn't have to cross North to get to the rest of the sidewalk at Woolsey. A crossing a Woolsey would be valuable, but the necessity of pedestrians to cross there to get to the rest of the sidewalk seems cumbersome. Consistent sidewalks could also be better for traffic congestion as drivers would not have to stop for pedestrians crossing at Woolsey as often. A consistent sidewalk all the way from Leverett to College on the south side of North could add an additional transit option for pedestrians, as well as eliminate the need for pedestrians to cross North to get to another sidewalk. This would reduce overall pedestrian crossings on North, thus potentially improving safety and traffic congestion. All in all, more uniformity (sidewalks on both sides of North) could make the area more easily accessible by pedestrians and create a more walkable, urban streetscape. The Gregg Avenue reconfiguration seems nice. My only concern is will reducing drive lanes from four to two increase traffic congestion? Gregg is one of the few major streets running parallel with College and as the city grows it is important for it to be able to accommodate the likely increase in north -south traffic that comes with that growth. Anonymous Really need a turn lane at college and north street going west. It's impossible to get thru this intersection because of traffic back ups. People wait easily 3 light cycles as it is now. I love the trails but traffic is only getting worst and no regard is given to this important east west corridor. Page 21 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Anonymous This needs to happen. Will connect more affordable housing with walkability to key destinations! I live on North and hate walking with my baby, it's so loud and so many accidents outside our house. Anonymous My only comment is FOCUS ON a direct connection from Joyce to 11/17/2021 02:51 PM the express way!!!! Forget everything else around town!!! Joyce & college intersection is FAR TOO CONGESTED @ several times of the day! It's a living nightmare!!! Traffic gets backed up for nearly half a mile down the road daily!! Anonymous This city is ridiculous. Turning one of the only four lane roads in town 11/17/2021 03:08 PM into two in order to add a parking lane and sidewalk? Absolutely absurd. There won't be anyone walking the street when everyone moves outside of town where they can get from A to B without waiting in traffic jams while not a soul is walking or riding a bicycle. Anonymous At this time, immediate attention should be given to streets 11/17/2021 03:16 PM intersecting with North St. between Greg and College. There is on dangerous intersection where shrubs are blocking a driver's view of cars traveling north on North St. just south of Highland Ave. Anonymous It's a mystery to me why city planners hope to encourage pedestrian traffic on one of the major east -west arteries in the city, rather than in inherently lower -traffic neighborhoods or on pedestrian/cycling trails. I walk 10-15 miles per week in Fayetteville and always avoid heavily- trafficed streets that are dominated by vehicular traffic. More noise, more exhaust, more risk --who needs it? Taking the North Street stretch from College to Mission as an example, why would anyone choose to climb up and down that steep hill rather than using Rebecca or Prospect. That's what I do. I really think that high altitude planning like this is out of touch with how people actually move about on foot and is wasteful of taxpayer's dollars. This project seems an expensive boondogle that may make supporters feel warm and fuzzy, but will be used relatively little and waste money that could better be spent elsewhere. However, I don't expect anyone to listen. Once a project reaches this stage, it will be implemented no matter what. Anonymous A cross -walk across North street from the sidewalk side (North side) across to Vandeventer would slow traffic and provide better crossing opportunities for those headed to Wilson Park or campus from this side of North. Thank you for considering our opinions! Page 22 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Anonymous I think it is a bad idea to take Gregg from 4 lanes to two lanes and don't see a need for street parking on Gregg. I think adding street parking on Gregg will cause accidents and is potentially dangerous. I also don't think a roundabout is needed at the intersection of College and Hillcrest. That intersection works fine as is and doesn't need to be messed with. Anonymous I think North Street needs to be 4 lanes or 2 lanes with a turning lane 11/17/2021 03:44 PM until it hits College. I think Sycamore from Garland to Gregg also needs to be 4 lanes. I also have concerns about feasibility of a roundabout at North & Hillcrest. Anonymous From College to Gregg, I wish there was a way for pedestrians to not 11/17/2021 03:53 PM need to cross the street to travel that length. Love the reconfiguration of Gregg -- hope to see improvements all the way down that street too. I cannot wait to get to use these. I would regularly bike and/or walk down to businesses near the intersection of Garland and North, but that stretch of North is incredibly unfun as a pedestrian currently. I'll be glad to be one less car off the street! Anonymous Keep up the good work! 11/17/2021 Anonymous The trail moving from one side of the street to the other seems like a 11/17/2021 04:36 PM hastle for pedestrians and motorists alike for having to cross North, especially with how busy of a street it is. Anonymous We have plenty of trails and other corridors that could be less costly 11/17/2021 04:40 PM to the city... Anonymous Hillcrest resident. Currently drivers blow through the one stop sign at 11/17/2021 05:57 PM the top of the hill, which makes turning feel unsafe. Biggest priority is creating a sidewalk/trail for anyone living on north street hill to get off the hill. Anonymous Don 't put parking on North and don't do the round -a -about. Leave room for trees and reduce impacts to existing trees. Anonymous More plants and lights on Leverett. That street is ugly 11/17/2021 06:28 PM Page 23 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Anonymous North Street needs to be classified as a Major Arterial . Anonymous Filling in the pot holes on the street is the improvement I'd like to see. 11/17/2021 06:58 PM Upkeep of streets are poor in this area. Anonymous Why is this area even a focus when the west side has major traffic 11/17/2021 07:33 PM issues. Also, the light at North/College is a horrible design and should have a designated right turning lane, that's an issue not the side walk. Anonymous Gregg needs to be three lanes at least to Poplar. Maybe even to Elm. 11/17/2021 07:35 PM or Township. bigger sidewalks and parallel parking along that area would help pedestrians, and a turn lane would make the street safer overall. Anonymous I am not in support of blocking off access to Mt Comfort road from 11/17/2021 07:47 PM north st. That access allows a lot of west bound traffic turning north on garland to easily and efficiently avoid an already congested intersection. Anonymous Question 5 (Lane Reconfiguration): Though I love the idea of a way to calm traffic and providing a middle lane, a parking lane (which appears in the photo to be parallel parking) seems dangerous at the current speed limit with only one lane of traffic going in one direction. I also worry about the possibility of congestion having only 2 active lanes. I most definitely support the sidewalks 100%. Anonymous Need a right turn lane East bound at intersection of North St & College Ave Anonymous I believe the sidewalks along Mission would be a great improvement but the roundabout at the top of Mission would likely cause more confusion than the current setup. Anonymous More bike space and real sidewalks on both sides of the street Anonymous I would like to see the bike trail extended on North / Wedington all the way from Mission to Sang avenue. Why is the sidewalk / trail ending at Garland to the west rather than continuing on to Sang Avenue? Page 24 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Thanks for all the hard work! Anonymous Why does the trail crossing at Leverett narrow down? It should the same width as the other crossings to provide plenty of safety to bikers and pedestrians. Between Leverett and Gregg, North should only be two lane with a center turn lane, start the right turn lane onto Gregg at the same place as the left turn lane instead of having two full east bound lanes from Leverett to Gregg. On the section between Garland and Leverett have a tree planted median. Anonymous I want there to be space for extra activities where appropriate but 1 11/17/2021 10:51 PM live near this area and I never see anyone really uses this for walking around except near the trail where improvements could be used but traffic in this area can be high during peak time and the week and taking space away for walking that will hardly be used is not a good use of money and will only make things worse for this area. I would love for this City to be bike and walking friendly but it is not laid out in a way that it can be in certain areas and just like the bike add in off rolling hills is never used. I have never seen a biker in that space but driving space was taken for it. Walkways and bike areas work well in parts of the city and in this area it would be a waste of city money to place there that I can guarantee will not be used. The area is not a walking area most families are low income and while they do walk it's not for the fun of it to enjoy the space and taking a lane away from Gregg is not a good use that road is heavily tracked and needs all lanes for driving it would lead to back ups and congestion everyday but Sunday. Anonymous As a cyclist, I am most concerned about the transitions around intersections. It appears -in numerous places- that a cyclist is expected to make a 30' turn within a 5' radius (?!) for instance while going north on Leverett and then making a right (east) onto the trail? Likewise simply going west across Leverett while on the trail: WHAT IS THAT?? And what is the mangled mess at Woolsey going east from Gregg to College? It seems that cyclists are expected to dismount and walk around turn after turn while attempting to traverse the "trail". This is already a problem in many places where the button to halt traffic is inaccessible from a bike or on the wrong side of the pole, or even the street in some places. It's like you want to *look like' you're building bike infrastructure, but will end up wondering why no one wants to use it. It would be like stopping and getting out of your vehicle at every intersection, walking to the corner to push a button for a stoplight, and then getting back in your car. I believe people on bicycles (and scooters) need to go slowly at intersections, but expecting them to get off and walk at every corner is going to Page 25 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 frustrate, and it will ultimately cause the rider to choose to be in the road instead. People want to 'commute' on a bike. Anonymous I know the city loves connectivity, but we have nicer wider sidewalks 11/18/2021 12:59 AM and bike trails than we do toads. With all the bad drivers in NWA do more roundabouts make sense? Oh wait, this is Fayetteville where we don't use common sense. Just like the city council tried to explain to me we don't like larger lots and cul-de-sacs. But you won't find smaller lots and less green space in the council members own places of residence. Time to start voting new people in! Anonymous North street already gets backed up with traffic everyday. The lane 11A8/2021 03:40 AM reconfiguration will only make it worse Anonymous Thanks! Anonymous The traffic is so bad along this road, especially going east on North getting to college. I can not imagine that your plans would not include fixing the traffic problems on this roads first especially with the rate Fayetteville is growing. Anonymous This town is getting more and more bikes. I think there needs to be a 11/18/2021 04:56 AM way for them to safely ride near every major road for accessibility and to support our environmental futures. Anonymous For a very busy intersection like north and garland it would be nice to 11/18/2021 05:48 AM have a tunnel for the multi use trail. Especially considering the trail crosses diagonally. Could be similar to the one at the intersection of 8th and J in Bentonville. The extra room gained from removing the right turn yield could provide the room for it. Anonymous Please quit making our city streets more dangerous by making them 11/18/2021 05:58 AM more narrow. Anonymous I don't see any major traffic issues on Gregg and don't understand why we would disrupt that now for a turn lane Anonymous I would prefer two lanes for traffic RATHER the parking lane on 11/18/2021 06:23 AM Gregg. Turn lane, however, will be VERY helpful. Page 26 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Anonymous It's ridiculous to take away two lanes so that there can be a center 11A8/2021 06:30 AM turn lane and a PARKING lane!! It's already a narrow road. I do not support this. Anonymous I'm not an expert on pedestrian crossings, but I did used to live next 11/18/2021 06:35 AM to the Garland/North intersection and that crosswalk is not fun to cross. The layout pictured is a massive upgrade, but to me, it seems like the intersection needs more features to make it pedestrian friendly. It needs all the help it can get. Anonymous I am unable to gain sufficient information from the drawings provided 11/18/2021 06:58 AM to answer these questions. Anonymous Adding parking on Gregg Avenue will make my morning commute unusable, especially with how dense apartments are becoming along the street. Anonymous North and Garland: There is already not enough space in the westbound North Ave lane to turn left/south on to Garland. This lane regularly blocks westbound through traffic back to El Sabor Guacamole restaurant. Gregg westbound to Poplar: Please don't use on street parking to subsidize the awkward housing being built between Gregg and the railroad track. Cars pulling in and out of street parking will only make through travel more difficult, and Gregg is supposed to be an artery, not a neighborhood street. Anonymous Add a right turn lane on North Street at Gregg intersection. A roundabout at Hillcrest is unnecessary. Anonymous I don't think the roundabout is needed. A flashing stop sign or something like that. Anonymous Accommodating pedestrians on this side of town is absolutely needed. As a student at U of A 20 years ago without a car and walking from the intersection of Garland and North to Gulley Park along North Street was a painful experience. I may do it again when this is all completed. Thank you for all your work on this and all the pedestrian infrastructure plans in town. Page 27 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Anonymous North to Garland improvements: suggesting putting pedestrians on the MOST traveled side of the road for cars -NO; putting the sidewalk on the SOUTH side of the road would make more sense= LESS roads/intersections to pay to change and LESS opportunity for accidents in pedestrians crossing streets less traveled. Same goes for Leverett to Gregg; move the sidewalk on the opposite side of the road, LESS opportunity for Accidents just by number of driveways a pedestrian would have to cross. And changing said driveways that have the LESS amount of traffic flowing in and out of them makes more sense than forcing people to walk in more dangerous intersections. Drivers are NOT getting any more 'aware' of their surroundings, this puts pedestrians at risk by putting them in harms way more often. Gregg PARKING LANE?! Absolutely not. One of the most traveled roads to bypass College Ave. and you want to take 2 lanes away and add parking-- for what? Parking for the Train Tracks? And single family residential with private driveways? The *roads* are meant to free up traffic and provide alternate routes to DIVERT traffic, roads are not meant for PARKING and placing difficult traffic patterns for drivers to navigate through. Putting parking on such a heavily used intersection and stretch of road would be a mistake, because it is better used as an extra lane to help with traffic flow. Good grief please do not slim down Gregg! :'( Anonymous Many of these areas need both a good side walk / trail, and more drive lanes - not less. I'm glad that the city recognizes that something needs done along this corridor, but sad that you have missed the mark by so far. A round -about between college and mission is not the answer. Especially where shown - this would cause more accidents here, not less. Anonymous The North - College intersection seems like its ripe for additional work. East to West travel in Fayetteville is so difficult (as we all know). Peak times North, Ash, Township & Rolling Hills are so bogged down. It seems we need additional turn lanes coming down the hill on North, going left & right & straight. (maybe that's in the plan and I missed it) Anonymous The westbound lanes at the Garland Intersection have to be adjusted because the 40mph speed can cause damage into the front end bumper from the design of the street asphalt. You can see the scratches if you go out there from the cars hitting it when driving faster than 30mph. The Lindell Avenue connection to North Street to be closed. It is close to the intersection and not a good place or length to support for good left turn. Improve pedestrian and bicyclist safety in the North street Leverett intersection especially provide a blue light for blind people. Since this is a heavily used intersection Page 28 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 from the university students. Provide speed bumps approaching the Scull Creek trail crossing to increase safety of pedestrians using the crosswalk. If you want to increase pedestrian safety then make sure you extend the south side sidewalk from scull creek trail towards Gregg avenue in both sides of North Street. The city has to focus on having sidewalks in both sides of the road. At the end of the day these interventions are done once every couple of years and it is a great opportunity to complete the work at once. Would the Gregg street parking mean you close the 3 lane approaching North Street? That would mean you have the left lane of Gregg on the intersection to turn left and straight and the right lane to turn right? Is this being done to help the real estate developers who have build to the maximum square footage allocated for their building and the parking requirements have been abandoned? That can be a good idea for density, and maybe the street parking would shift the neighborhood to somewhat of a walkable neighborhood. That would help more if 1 or 2 more bus stops would be added from the transit operators. The section from Gregg to College has the opportunity to be way more pedestrian friendly. The lanes are wider than usual. If the city has the opportunity to provide sidewalks in the both sides of the street and street lighting they can increase the pedestrian score and the connection loop for walkability with the Wilson Park. At the same time a speed bump is necessary and would help as you approach the UAMS campus since there is pedestrian crossing because of the parking and the residents around that areas. The replacement of the stop sign at the North and Hillcrest intersection with a roundabout will significantly improve traffic flow. I would love to provide more insight if necessary. Ask Jonathan Curth for my contact Korab V Anonymous Where are the bike lanes? Very frustrating to use infrastructure that just abruptly ends without warning. The piece -meal manner in which the bike lanes and Greenways are constructed throughout NWA create a hazard for cyclists who have no warning when/where the lane/paved trail ends. Anonymous Bad idea to lessen traffic lanes on an already busy east west thoroughfare. There are plenty of other trails for pedestrians to use including the existing sidewalk. Anonymous I like the addition of the mulit-use trail, but I'm interested to see how many people will use it between College and Mission where the road is very steep. Anonymous There are a number of blind hills and blind drops on North running Page 29 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 11 '18/2021 09:38 Af\,, from Gregg to College. There has to be a measured and enforced way to keep pedestrians safe when they are crossing the road on Woolsey or anywhere else on that street. Lower park -area speed limits could be a solution. Warning flashes with an activated sensor for pedestrians attempting to cross could be another. It's not the highest traffic area for folks on foot and on bikes but there must be the proper precautions. Anonymous I love the removal of the slip lanes on garland & north intersection. 1 11/18/2021 10:06 AM feel like I will get hit every time I walk there. Also I love the proposed Gregg configuration. Having parked cars shielding pedestrians will be much safer and hopefully calm traffic on that steep hill. Anonymous North Street Improvements from College to Mission - I understand that roundabouts act as a speed buffer but the massive hill there does that as well. Just not sure what we gain. The expanded sidewalk is very needed. Anonymous As somebody that frequently walks and bikes as a mode of transportation, I'm disappointed with the removal of the slip lanes at North and Garland. This makes me feel less safe as I have lost my refuge island separating the traffic movements conflicting with my path of travel. It would be nice to instead see the slip lanes remain and instead signalize them to make the crossing overall safer and more comfortable. If the city is set on removing the slip lanes, please also remove the right turn only lanes. The proposal as -is makes things worse at the intersection. As somebody that also drives the route, the rounabout (and current stop sign) at Hillcrest seems unnecessary, as there is never any traffic on Hillcrest that would seemingly justify it. Anonymous Keep up the good work! Anonymous Same old stuff we always see. Just don't make it look like Old Wire. 1 1 /18/2021 1 1 :18 AM Anonymous Garland Avenue to Leverett Ave.: Hard lane dividers stick out way to far in the intersection at Garland & North. Leverett Ave to Gregg Ave.: Dropping westbound traffic to 1 lane is a BAD idea. That will greatly reduce the flow of traffic. College Ave. to Mission: Looks nice. The roundabout is a great idea to replace the stop sign. Page 30 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Anonymous Traffic flow from the east side to the west side of Fayetteville is horrendous, and while this plan does a lot to support non -vehicular transportation, it also removes crucial second lanes that will inevitably impede traffic flow. We need easier routes to go from east -west and the removal of second lanes and expansion of infrastructure without center turn lanes does not help the cause. I fully support sidewalk and trail improvements across the city, but not at the expense of vehicular flow. Anonymous It would help if there are descriptions to the improvements to be made 11/18/2021 01:30 PM on each section. There is not even a legend provided. Leverett to Gregg section is missing the sidewalk on the south side, in front of housing. Sidewalk on the southside should be continuous from Leverett to Gregg. College to Mission -- spending a lot of money for a few houses there. Could use the money on College Ave to connect all the fragmented sidewalk. Anonymous I don't see many pedestrians electing to take North Street from 11/18/2021 01:38 PM College Ave to Mission; it's a very steep hill and there are less steep streets to the south that would take them to the same place. I can't imagine the need is big enough to justify adding a sidewalk on this section of North St. Anonymous No room for a roundabout at hill crest 11/18/2021 01:56 PM Anonymous Please add more sidewalks and trails (especially if they are separated 11/18/2021 02:17 PM from the road). A major reason I don't walk/ride places is that it is not safe nor pleasant. Anonymous Please consider replacing the parking lane in the Gregg Avenue road 11/18/2021 02:20 PM diet reconfiguration with a protected bike line or a wider, more noticeable bike lane . Please also consider creating raised crosswalks or intersections. Anonymous Stop with those wide sidewalks and back in parking spots 11/18/2021 06:59 PM Anonymous I'm against all of these so called improvements. We don't need street nnui2u�_ side parking, that's not an improvement. Who would be parking there? Perhaps there's not enough parking for all the well to do college students who are renting the expensive new townhouses Page 31 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 along Gregg. I now refer to Fayetteville as "Dallas East" and it is not a compliment. Anonymous With the expanding population density of the of the metroplex a road 11/18/2021 07:10 PM diet is contraindicated for getting traffic safely and efficiently through town. Potential reducing first responders particularly if lanes are blocked due to weather, wreck, ballgames, drive time, etc.. Bike pedestrian friendly is supported. But not an either or situation. Road diets like other fad diets are not are healthy and block our already blocked traffic arteries. Anonymous While I'm supportive of more trails, reducing the capacity of Gregg 11/18/2021 07:28 PM from four lanes to two seems like a terrible idea. Lots of folks, myself included, use Gregg to avoid the congestion of College Ave. Anonymous Gregg street lane sift is a disaster. No. Just absolutely no. Who even thought this might be a good idea?!?!? NO. Anonymous My family lives in Waneetah Heights and this is greatly needed. I do think however that the roundabout is ambitious for the limited space available. We'll have people plowing through the roundabout and could be a safety issue for pedestrians on the sidewalk. Anonymous Regarding the lane reconfiguration on Gregg Ave, I highly support a road diet. However, what is needed is a cycle track. Currently there is not need for on -road parking. Anonymous Parking on Gregg is an awful idea at this point in time. Something like that will add to traffic on college in the morning. Keep in mind the old gas building is now full of University employees who frequently commute from campus and use Gregg. They may shift and use the already unsafe congested college avenue. As nice as it would be for this to be a walkable city ... it won't be at the rate it is growing. In addition, the lack of a light rail or paid city bus system really makes it hard for those with mobility challenges to get places when you make it harder to drive. Fayetteville is trying to be a safer city with less car traffic and it can be but we have got to do it in the right order. Let's look at public transportation and then eliminate roads ... or propose both at the same time. Solutions are not meant to create more problems. Page 32 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Anonymous I have lived on Gregg, reducing the number of lanes between North St and Township or even to Joyce Blvd would be a logistics nightmare. Gregg is heavily used as a north/south corridor. Gregg Ave needs to be 4 lanes with an additional center turn lane at the intersection of Sycamore and Poplar. Add a sidewalk/trail similar that on Old Wire between Township and Mission. Anonymous We have needed more sidewalks in this area north of the U of A FOR 11/19/2021 05:02 AM YEARS!!!!! Do many U of A students, lower wage earning adults , and children walking everywhere with NO SIDEWALKS!!!! Thank you thank you. MOST needed also on Mount Comfort Road from N. Addington to Garland!!!! Anonymous Garland to Leverett: 1. Has there been an analysis/consideration on 11/19/2021 05:57 AM the impact of Westbound traffic on North St backing up and preventing Eastbound traffic on North Ave from turning left on the road between the Gyro restaurant and Sabor Guacamole? I'm assuming so since there is a left turn lane. Is the length of the left turn lane sufficient to prevent left turning traffic from backing up into the through traffic lanes? Leverett to Gregg: I do not like the reduction to one lane for the Westbound traffic. This seems like it could be a serious issue for capacity. Is there enough capacity for the Eastbound right turn lane at Gregg to justify a separate right turn lane? Could we drop the right turn lane to gain an additional lane Westbound? It seems like there is plenty of greenspace near the RR tracks to accommodate the lane. There is also unused median space near the trail crossing that could be utilized. Also prevents westbound traffic from doing a lot of unnecessary shifting. As a cyclist, the sudden, tight, curves at Leverett Ave would be a huge pain to navigate. Please consider realigning this to be a straight crossing for the trail. Gregg to College: Not a fan of requiring pedestrians to cross the road at an unsignalized intersection or installing a HAWK signal unless it is necessary. I would prefer sidewalks on both sides. Gregg Road Diet: I while current use might be low, As Fayetteville continues to grow, Gregg could continue to serve as a solid alternative route for traffic starting or ending along College Ave. I know that I have personally used Gregg for this purpose numerous times. I would hate to lose that high capacity corridor. Also, what would the LOS on this road be once the road diet was complete? Would we be going from an A to a C or D? Is a road diet worth the reduction in LOS? College to Mission: What does the trail tie-in to on the east end? Looks like nothing. How do pedestrians from the North side of the corridor access the trail? Build a box culvert tunnel at a straight grade from end to end. That'd be pretty sweet. It'd be like 20 feet underground and expensive as all get out, but it'd be pretty cool and might get some national recognition. Page 33 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Anonymous Making the road narrower is NOT an improvement. Improve the roads not sidewalks. There isn't a good way to travel East-West in Fayetteville. Obviously this plan won't fix that. Anonymous For the Gregg St 'diet' I like all of it except for the addition of a parking lane. With the way that people drive on that street, it seems primed for a lot of accidents. Perhaps if it was reduced to 1 lane each way, that would be improved, but I would much rather see sidewalks on BOTH sides than so much space for parking. Anonymous I live at 1309 W Wedington and ride my bike to work downtown. There is not really a safe way for me to get to the trail from my house currently because car traffic at North/Garland is incredibly dangerous and not pedestrian/bike friendly. I hope that this work will make my ride from my house to the trail much safer in the future. Thanks for taking care of this! Anonymous My only concern for reducing the section going west bound from Gregg to Leverett to one lane is will it cause a bottleneck for vehicle traffic. Otherwise, as someone who commutes by bike a lot, I'm glad to see these improvements. Anonymous This project doesn't do nearly enough to I'm price traffic or to improve 11/19/2021 08:20 AM bike access. This would be wasted money with no discernable long term improvement Anonymous I drive this route every day, and there are rarely bikers or walkers on 11/19/2021 08:40 AM this route. I'm frustrated that so much time and expense goes into biking and walking trails with little improvement for vehicles. In fact, the roads often get narrowed it seems in some of the places where we've added a bike path. We need more multi -lane roads and improvements in water culverts and drainage rather than bike paths which only benefit less than 5% of the population. I'd love for there to be usage studies published to the public on the sidewalks and bike paths, and determine how much money we're investing in roads and drainage vs sidewalks and bike paths. Anonymous It is really unclear what the changes are in many cases, the design maps have no key or description of what is changing. This makes a call for public comment feel more like a box -ticking exercise than a genuine attempt to get feedback. Do better. Page 34 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Anonymous I have made a public comment to the planners and city council about 11/19/2021 08:58 AM this roundabout issue at Hillcrest and North. It doesn't solve any safety concerns the residents in the area have. Anonymous The roads are terrible, fix the roads then add sidewalks. I like the 11/19/2021 09:19 AM focus on improvements. Anonymous Please continue to place more emphasis on pedestrians and bike 11/19/2021 09:20 AM traffic. Based off projected populations for our area we need to make the city more navigable by bike or foot or we'll end up with a traffic nightmare. Anonymous Is taking what works and replacing it with something costly and like 11/19/2021 09:53 AM the trees that were planted on 71 b that then were removed???? If the city wants to waste tax payers money start with short streets like E. Lafayette that lacks sidewalks between Mission and Dogwood (frost heave have sidewalk at a precarious angle). Anonymous Please consider sidewalks on both sides of the street from gregg to college Anonymous Please don't make Gregg 2 lanes. We drive down it almost everyday and traffic is always difficult. Anonymous On -street parallel parking is dangerous. 11/19/2021 08:05 PM Anonymous Please DO NOT reduce the number of traffic lanes on Gregg! 11/19/2021 11:01 PM Anonymous You guys are dumb ... car traffic is not going to just vanish, so how are you proposing to make the east/west vehicle movement any better. And have you not studied the growth projections? Again, dumb. Anonymous Some aspects of this plan are wonderful modifications of this street. I uZU/ZUZ I un:uu , do have many concerns about certain aspects of these proposals. The road between North Street and Mission is very steep and I cannot see most pedestrians/bicyclists using that steep grade for Page 35 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 connectivity. There is already a proposed Razorback -Mission connector that more easily connects these areas. The corner of North and College is already congested and dangerous for not only pedestrians but also vehicles. I do not agree with making a trail from Gregg to Mission along North Streets, although sidewalks can be helpful and practical along North Street for safety of residents that would like to walk. I understand switching to the south side of North Street for continuation of the trail between Woolsey and College, but am concerned about the invasion of traffic for the homes along that stretch of road. Along that span I would expect the city to preserve the integrity of the historic stone wall bordering the private property at the corner of North and Park. I would highly object to losing that wall, as we are experiencing more and more of our city's historic footprint being lost. As I have stated already, I do think that the proposed plan between Gregg and Mission may be unnecessary and redundant, as it echoes the Razorback -Mission connector. I am concerned that traffic will increase in the north -south running streets that connect North Street and Prospect between Gregg and College Avenue, thus increasing crime and affecting children's safety in the Wilson Park neighborhood. On the way to work this morning, I saw several mailboxes on Gregg Street between North and Cleburn that have been totally destroyed by apparent vandalism. This area is already having difficulty with increased crime. Please think very hard about protecting the residential areas between Gregg and College , and the practicality of parallel routes only a few blocks apart. Thank you. Anonymous I completely disagree with the "Road Diet" on Gregg between North and Poplar. This appears to be proposed for the sole purpose of providing parking for the horrendous apartments recently built and currently being built on Gregg Street. This is a major corridor that already has excessive traffic. If the city had been concerned about traffic and parking access for these apartments, it should have never approved the apartment plans in the first place. I do not want to have a very slow and congested 2 lane road on this thoroughfare. These apartments are already an eyesore for our city, for all to see. Anonymous (1) The issue is the width of the parkway which needs to be wider all over the City (Min. needs to be 6' clear so trees can be planted; 5' clear is too narrow). Many tree species need more than 6'. Space can be gained by placing the back of walk on the property line - this allows more width in the parkway. Please do this whenever possible. It looks like there is a missed opportunity to gain this space in the entire improvement project. and the parkway is not large enough for trees. (2) On -street parking on such an important east -west corridor is not a good idea at all. Use the space for trees instead or for a wider driving lane. More residents in Fayetteville will slow traffic without Page 36 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 making the drive lanes more narrow. (3) The same comments apply to North St from Gregg to College. (4) Please inject pedestrian quality of experience to these plans as well as function. This has been done to a large degree - now the challenge is not to build the first diagram but really look at what is needed to add trees in the future in the parkway. Trees will also help hide some of the ugly, old development that will not change for a while. Anonymous Anything that helps take cars off the road helps. 11/20/2021 02:26 PM Anonymous The crosswalk at the intersection of North and Woolsey is currently dangerous and I suspect will still be dangerous unless there is a speed bump or table at this crosswalk. I live on the South side of North Street and regularly attempt to cross the street at this intersection. When I push the button to cross, I can't tell if the lights are blinking and I have no audial indicator that the lights are blinking. Cars do not stop at this intersection even when I press the crosswalk button, presumably because there is a blind hill going East on North Street just prior to this crosswalk and people are frequently going above the speed limit and don't see the lights in time to slow down for pedestrians. This intersection is also quite dangerous for people driving North on Woolsey due to bushes that make it difficult to see Eastbound traffic on North Street. I would like to see a speedbump or raised crosswalk at this intersection to slow the flow of traffic. Ideally, I'd love to see a sidewalk on Southside stretch of North Street from Gregg on up to College (we have lots of people that walk through our yard and it is not safe so close to vehicles), but I understand this is a tight and congested area. I plan on having kids here and am concerned, however, with the safety of them walking places if there is not a sidewalk on the South end of North Street. My nephew is also small and it is difficult to even walk to Wilson park from our house because there is no sidewalk on the South end of North Street near our house. I'm happy to talk more if you're interested. My email is Byers205@gmail.com. Thanks so much for making these improvements. It's much needed. -Lee Byers Anonymous I live at 233 W North St, in between Vandeventer and Woolsey on North Street on the south side of the street. While I love the rest of the plans to improve walkability, I notice there is no sidewalk proposed for the south side of the street where I live. I would LOVE a sidewalk on our side of the street and it seems that there is a good amount of room to add this at least on our stretch of the road. It's a little patchy and sidewalks start and stop all over. We have many people walking through our bumpy yard all the time, making for a very unsafe situation and it would improve their (and our) ability to walk Page 37 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 tremendously if there's a way to add it. I also find that, although the speed limit says 25, no one goes that speed and in fact go upwards to 50 mph down our stretch of the road sometimes. The current crosswalk at Woolsey and North is difficult to use currently because people do not slow down, even when the lights are flashing. I've almost been hit countless times. I think speed humps and raised crosswalks would improve this and make it much safer. I think any way that the city can try to slow down drivers on North throughout the entire route would improve safety and walkability. Again, if there's any way to add sidewalks to our stretch of the street, it would be incredibly helpful and I'd be happy to speak further about this with Mr. Casey or whomever might be interested. It doesn't look like there are any structures in the way of this, just some bushes here and there. Thanks so much for all of the planning thus far and for asking our opinion. I look forward to a safer, more walkable road. -Danny Baskin Anonymous Too expensive. When we drive by road projects, there is seldom anyone actually working. A lot of guys standing around talking. Anonymous Continuous center turn lanes are a bad idea anywhere. Is on street parking necessary on Gregg? Why not do a boulevard with trees to slow traffic. Don't understand the reason for 3 lanes emptying on to Gregg in one direction. Anonymous I live on Willow st. I look forward to there being a safe east west corridor for bikes and pedestrians from mission to Gregg. Anonymous The crime around leverret and Gregg would not make walking a safe option. Clean up the crime there and then it's more walkable Anonymous Really pleased to see the sidewalks, trails and bike lanes in the plan. People avoid walking along North because it is dangerous and unpleasant for pedestrians. Providing a safe non -car option will reduce automobile traffic and help knit the city together. Anonymous I would prefer full sidewalks on both sides of the road. Having to cross to continue on the sidewalk path in areas is a slight inconvenience but also adds some risk by having to cross traffic. Anonymous These changes will obstruct enormous amounts of traffic. Not a good idea... Page 38 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Anonymous Fix the traffic now before it gets out of hand. We are already straining under the current traffic Anonymous Prioritize! 11 /22/2021 09:17 AM Anonymous I am not in favor of the proposed changes to the cross walk at North 11/22/2021 05:51 PM St. and Woolsey. I own the property on the south west corner of the intersection where the new proposed cross walk will take out a large chunk of my front yard. The existing improved cross walk with the blinking led lights is on the east side of Woolsey. The east side is completely undeveloped at the intersection which would make it much more favorable to acquiring the additional land needed to create the widened crossing. In fact my corner is the only developed corner of the entire intersection so it doesn't make any sense to use the developed property and not use the undeveloped which already has the North St. cross walk. My proposed change is to continue the improved side walk on the north side of North St. across Woolsey to the North East corner and then cross North St. at the existing cross walk to the south side of North st. and continue on the new proposed side walk east to Collage. in 1997 1 went before the planning commission and was granted a conditional use permit to use my property at 1041 N Woolsey as my residence and a photography studio. Again In 1999 1 went before the planning commission and was granted a change of zoning for my property at 1041 N Woolsey on the south west corner of North and Woolsey to Limited Commercial in a residential Area. Taking commercial property for the proposed side walk instead of unimproved property doesn't make sense to me. I look forward to discussing this with you at your convenience. You can contact me at 479-283-5035 Terrell Rohrbach Anonymous Queue length Eastbound at North/College is frequently too short. Car will bypass the backed up right/through land traffic to get into the left turn lane by veering into the oncoming lane. This coupled with the sag in the road and the high speeds of vehicles travelling westbound could lead to serious accidents. If the turn lanes along this intersection are being narrowed to accommodate the trail, I'd prefer that we didn't build the trail at all. Anonymous 11/25/2021 02:05 AM I think keeping design simple as possible is important for safety . People get confused easy Page 39 of 40 North Street Corridor Improvements Questionnaire : Survey Report for 08 August 2018 to 15 December 2021 Anonymous You should add a key to your maps that show different colors for sidewalks, bike paths, bike lanes, etc. Anonymous For College to Mission: I have concerns for the neighbors who have 11/30/2021 08:52 PM their yard cut into for this update when there's not enough evidence that pedestrians will use this section. The hill is too steep for most. Also not certain about the roundabout at the top of a hill, have never seen this. I don't know if the FedEx trucks could even cut the curve of the tiny roundabout. Will there still be a stop sign? Please do not do anything to the tree at the top of the hill and do try other solutions so that the neighbors are safe and whatever is done needs to think about the housing values of the neighborhood. I'm just very skeptical about this section, the only reasonable ask I see here is adding another lane by college but then will there be more traffic since that will make it easier to cut through? Optional question (202 response(s), 139 skipped) Question type: Essay Question Page 40 of 40 Proposed 2022 Sidewalk Projects x 11/10/2021 Sidewalk Ramps Drives Curb Pipe Drain Bx R. Wall R. Wall Street Need Eng Ward Street From To Placement Type Length Width Each Each Feet Feet Each L Ft. Ht. Repair R/W Comments 17.5 21.6 NR 25.7 24.5 20.6 NR NR 17.0 13.1 NR NR Const. Est. Material Time Cost 1 Happy Hollow Rd. Acacia Crossing Fourth St. West New 1 950 6 1 4 950 950 6 0 0 950 Yes Yes Complete sidewalk connection. 74 $165,533 1 Hollywood Ave. MLK Jr. Blvd. Parnell Dr. West New 380 8 2 5 800 380 6 0 0 800 No Yes Complete sidewalk connection with curb and drainage 57 $112,710 2 Dickson St. Arkansas Ave. College Ave. Both Rep 250 8 10 5 350 0 0 0 0 0 No Yes Repair deteriorated areas of sidewalk and curbs 21 $63,853 2 Leverett Ave. Sycamore St. Hazel St. West Rep 1,600 8 3 17 1,850 0 3 0 0 1,850 Yes Yes Turn key contract project 0 $440,907 2 Lewis Ave. Deane St. Wedington Dr. West New 1,370 6 4 10 940 450 4 0 0 940 No Yes Fill gaps in sidewalk connection 73 $187,170 2 Mountain St. West Ave. School Ave. South Rep 300 8 21 1 0 0 0 0 0 0 No No Brick border and sidewalk in poor condition 6 $31,660 2 Spring St. (Phase 1) West Ave. Church Ave. Both Rep 350 8 9 7 200 0 0 0 0 200 No Yes Improve walkability in conjunction with lighting improvements. 25 $60,915 3 College Ave. at Sunbridge Dr. East Rep 100 10 1 2 100 0 0 0 0 100 No Yes Install pedestrian crossing with access ramps 7 $23,268 3 Old Missouri Rd. Frazier Terrace Stearns St. West New 650 8 2 5 690 400 4 0 0 690 No Yes Complete sidewalk connection 51 $127,431 4 Salem Rd. Clearwood Dr. Mt. Comfort Rd. West New 500 8 0 3 500 500 2 0 0 500 Yes Yes Complete sidewalk connection 36 $96,659 4 Vanike Dr. at Deane Solomon Rd. Both New 120 6 2 0 20 01 0 0 0 20 No No Install ramps, complete sidewalk 2 $9,468 Ramps / Maintenance Various Locations Any Rep 1,500 6 101 5 250 01 0 0 0 250 No No Repairs as needed 33 $130,193 8,070 46 64 6,650 2,680 25 0 0 6,300 Proposed 2023+ Sidewalk Projects 11/1012021 Sidewalk Ramps Drives Curb Pipe Drain Bx R. Wall R. Wall Street Need Eng Ward Street From To Placement Type Length Width Each Each Feet Feet Each L Ft. Ht. Repair R/W Comments 25.3 24.5 22.6 26.1 25.6 22.6 22.6 23.0 NR 25.3 16.5 16.8 NR 385 $1,449,765 Const. Est. Material Time Cost 2 Center St. Gregg Ave. School Ave. Both Rep 920 8 4 9 0 0 0 700 3 0 Yes Yes Replace deteriorated sidewalk 43 $155,888 2 Cleveland St. Leverett Ave. Whitham Ave. North New 300 6 3 4 300 150 1 0 0 300 No Yes Complete sidewalk connection 24 $51,704 2 Lindell Ave. Douglas St. Maple St. East Rep 500 6 2 1 0 0 0 250 3 0 No Yes Grade problems. Current sidewalk has steps. 13 $53,764 2 Lindell Ave. Hughes St. Cleveland St. West Gap 1,075 6 7 8 1,150 1,000 10 0 0 1,150 No Yes Fill gaps in sidewalk connection 106 $211,303 2 Oakland Ave. Cleveland St. Existing sidewalk West New 475 6 1 2 475 300 3 0 0 475 Yes Yes Complete sidewalk connection. 34 $76,729 2 Reagan St. Arkansas Ave. Gregg Ave. South Rep 450 81 2 3 450 0 0 0 0 450 No No Replace deteriorated sidewalk 18 $64,999 2 Rebecca St. College Ave. Mission Blvd. North New 2,260 6 9 9 2,260 950 10 200 4 2,260 Yes Yes Connect College Ave. to Mission Blvd. 140 $345,890 2 School Ave. Spring St. Center St. West Rep 680 8 8 5 680 0 3 0 0 680 No No Replace deteriorated sidewalk 42 $112,880 2 Spring St. (Phase 2) Church Ave. College Ave. Both Rep 300 8 7 5 150 0 0 0 0 150 No Yes Improve walkability in conjunction with lighting improvements. 19 $48,559 2 Watson St. Campbell Ave. Thompson Ave. South Rep 300 8 4 2 300 0 0 0 0 300 No No Replace deteriorated sidewalk 13 $43,799 3 Mission Blvd. Winwood Dr. Libby Ln. North New 225 8 1 1 0 100 1 120 8 0 No Yes Fill gap. Extend box culvert, Arpot R/W 17 $56,227 3 Mission Blvd. Libby Ln. Lisa Ln. North New 320 81 1 3 0 0 0 0 0 0 No Yes Fill gaps in sidewalk connection 10 $43,667 4 Salem Rd. Fairfax St. Wedington Dr. Both Rep 200 8 24 0 250 0 0 0 0 250 No No Install ADA access ramps 17 $30,557 8,005 73 52 6,015 2,500 28 1,270 18 6,015 493 $1,295,965 Superseg Desc & Street From Street To Street Classification Text Rehab Text Forced Selection Total Cost Begin PCI Post PCI if Rehabbed Post PCI no Rehab Length Rehab Group 1990 - RAY AVE Local EM+Thin Overlay 1.5-2.0 True $29,057.00 61.7 92 60.3 1788.6 30 S RAY AVE S RAY AVE S RAY AVE 53.9 218.7 S RAY AVE S RAY AVE E 4TH ST 60.3 74.7 S RAY AVE E 4TH ST E HUNTSVILLE RD 63.5 1495.2 1340 - Local EM+Thin Overlay 1.5-2.0 True $29,331.00 68.7 2 67 30 W ILA ST N PARK AVE N LINCOLN AVE 77.2 272.5 W ILA ST N VANDEVENTER AVE N WILSON AVE 55.1 476.7 W ILA ST N SHADY AVE N VANDEVENTER AVE 74.1 348.4 W ILA ST N LINCOLN AVE N SHADY AVE 77.1 424.3 4350 - CHARLESTON XING Local EM/FWM+Mod Overlay 2.0-3.0 True $31,502.00 44.1 94 42.2 931.1 40 N CHARLESTON XING EOP E FREDRICKSBURG CIR 44.4 931.1 11600 - BEECHWOOD AVENEW- Minor Arterial EM+Thin Overlay 1.5-2.0 True $58,685.00 59.6 92 57.3 2959.3 30 S BEECHWOOD AVE W FARMINGTON ST W CAPELLA ST 62.1 57 S BEECHWOOD AVE W ARVADA LOOP W BAUM DR 58.3 251 ROUNDABOUT W 15TH ST S BEECHWOOD AVE 53.2 30.9 S BEECHWOOD AVE S BEECHWOOD AVE ROUNDABOUT 54 65.4 W 15TH ST W 15TH ST ROUNDABOUT 53.2 74.9 S BEECHWOOD AVE W BAUM DR S BEECHWOOD AVE 59 769.1 S BEECHWOOD AVE W BEECH PL W ARVADA LOOP 64.3 483.1 S BEECHWOOD AVE W CAPELLA ST W PERIMETER DR 66.9 202.6 S BEECHWOOD AVE W PERIMETER DR W DIAMOND DR 58.9 92.9 S BEECHWOOD AVE W SAN GABRIEL CIR W BEECH PL 79.7 265.2 S BEECHWOOD AVE W DIAMOND DR S BEECHWOOD AVE 48.9 236.9 S BEECHWOOD AVE S LEWIS AVE W FARMINGTON ST 45.3 173 S BEECHWOOD AVE S BEECHWOOD AVE W LODGE WAY 54.3 257.3 12410 - HILL AVE Minor Collector EM+Thin Overlay 1.5-2.0 True $127432. 51.4 987 30 S HILL AVE W STONE ST S HILL AVE 55 652.1 S HILL AVE S HILL AVE W MARTIN LUTHER KING JR BLVD 51 334.9 9640 - OAK BAILEY DR + Others Minor Collector Super Thin 3/4" Overlay+SP True $29,098.00 67.9 90 66.4 1924.5 20 N OAK BAILEY DR N OLD WIRE RD N STRAWBERRY DR 66.9 368.8 N OAK BAILEY DR N OAK BAILEY DR N WARWICK DR 73.3 312.7 N KATHERINE AVE N OAK BAILEY DR N WROXTON CT 58.3 585.1 N OAK BAILEY DR N STRAWBERRY DR N OAK BAILEY DR 76.2 365.2 N OAK BAILEY DR N WARWICK DR N KATHERINE AVE 74.8 242.5 N OAK BAILEY DR N WARWICK DR N WARWICK DR 79.2 50.2 11720 - BROOKS AVE + Others Major Collector EM+Thin Overlay 1.5-2.0 True $48,974.00 67.8 92 66.3 2843.2 30 S GARLAND AVE W PETTIGREW ST W CATO SPRINGS RD 73.4 1048.1 S BROOKS AVE W 15TH ST W WALKER ST 63.5 436.6 S BROOKS AVE W WALKER ST S GARLAND AVE 63.8 656.4 S GARLAND AVE W BOONE ST S GARLAND AVE 67.1 440.6 S GARLAND AVE W SUNCHASE CT W PETTIGREW ST 79.4 103.3 S GARLAND AVE S GARLAND AVE W SUNCHASE CT 58.6 158.2 4720 - HUNTSVILLE RD + Others Major Collector EM+Thin Overlay 1.5-2.0 True $35,776.00 65.3 92 63.8 1939.4 30 E HUNTSVILLE RD ALLEY 399 S MASHBURN AVE 76 566 E HUNTSVILLE RD S COMBS AVE S WILLOW AVE 69.2 184.2 S MASHBURN AVE E MARTIN LUTHER KING JR BLVD E HUNTSVILLE RD 48.5 152.8 E HUNTSVILLE RD S MILL AVE ALLEY 267 68 549.7 E HUNTSVILLE RD S BARTON AVE S WOOD AVE 59.3 300.2 E HUNTSVILLE RD S WOOD AVE ALLEY 399 57.3 39.9 E HUNTSVILLE RD S WILLOW AVE S BARTON AVE 56.6 362.7 E HUNTSVILLE RD ALLEY 267 S COMBS AVE 77.3 83.9 6190 - ROCK STNow- Major Collector EM+Thin Overlay 1.5-2.0 True $9,151.00 84.3 92 83.2 549.3 30 E ROCK ST ALLEY 119 S WASHINGTON AVE 84.3 215.5 E ROCK ST S WASHINGTON AVE S MILL AVE 79.3 114..2 E ROCK ST S COLLEGE AVE ALLEY 119 87.5 219.6 5750 - OAKS MANOR DR Local EM+Thin Overlay 1.5-2.0 True $40,630.00 76 2002.4 30 E OAKS MANOR DR E ROLLING HILLS DR E GLENN LN 78.7 352.5 E OAKS MANOR DR E BONNIE LN N SHERYL AVE 76.1 1305.3 E OAKS MANOR DR E GLENN LN E BONNIE LN 80.1 344.6 2300 - ANSON ST+ Others Local EM+Thin Overlay 1.5-2.0 True $47,021.00 63.7 92 62.3 2760.7 30 E ANSON ST N RUTH AVE EOP 58.7 693.7 E CLARK ST EOP N RUTH AVE 60.2 523.4 E CLARK ST N RUTH AVE N AINSWORTH AVE 4.5 599.5 E ANSON ST EOP N RUTH AVE 65.1 697 E CLARK ST N AINSWORTH AVE EOP 59.4 247.1 90170 - WEST AVE Major Collector EM/FWM+Mod Overlay 2.0-3.0 True $45,961.00 32.5 94 30.4 1494.7 40 S WEST AVE W MOUNTAIN ST S WEST AVE 35.1 372.9 S WEST AVE W SOUTH ST W PRAIRIE ST 32.9 519.8 S WEST AVE S WEST AVE W SOUTH ST 31.6 602 12290 - SOUTH ST Local EM/FWM+Mod Overlay 2.0-3.0 True $11,174.00 20 94 18.4 351.1 40 W SOUTH ST S SCHOOL AVE ALLEY 417 16.9 178.1 W SOUTH ST ALLEY 417 S WEST AVE 23.6 173 12280 - GREGG AVE Local EM/FWM+Mod Overlay 2.0-3.0 True $38,373.00 43.8 94 42 1887.8 40 S GREGG AVE N GREGG AVE S UNIVERSITY AVE 39.5 1578.4 S GREGG AVE S UNIVERSITY AVE W PRAIRIE ST 69.4 309.4 12320 - PRAIRIE ST + Othe Local EM/FWM+Mod Overlay 2.0-3.0 True $41,819.00 60.6 94 59.2 1463.1 40 S GREGG AVE W PRAIRIE ST W MARTIN LUTHER KING JR BLVD 53.9 499 W PRAIRIE ST S GREGG AVE S GOVERNMENT AVE 36.7 67.5 W PRAIRIE ST S GREGG AVE S GREGG AVE 77.4 252.2 W PRAIRIE ST ALLEY 417 S WEST AVE 69.2 160.7 W PRAIRIE ST S SCHOOL AVE ALLEY 417 47.7 188.4 W PRAIRIE ST W PRAIRIE ST S GREGG AVE 71.5 169.4 W PRAIRIE ST S WEST AVE W PRAIRIE ST 59 125.9 13840 - PROSPECT ST Minor Collector EM+Thin Overlay 1.5-2.0 True $25,745.00 58.8 92 56.9 1564.8 30 W PROSPECT ST N VANDEVENTER AVE N W ILSON AVE 47.2 475.5 W PROSPECT ST N PARK AVE N WOOLSEY AVE 61 405.5 W PROSPECT ST N WOOLSEY AVE N VANDEVENTER AVE 66.5 683.8 10705 - CARDWELL LN Local FWM+Thick Overlay>2.0-3.0 True $13,854.00 50 96 48.2 421.5 50 W CARDWELL LN N RAZORBACK RD N OLIVER AVE 50.3 421.5 6185 - MILL AVE Major Collector EM+Thin Overlay 1.5-2.0 True $7,460.00 58.2 92 56.3 409.8 30 S MILL AVE E ROCK ST E SOUTH ST 58.5 409.8 4765 - WOOD AVE Local EM+Thin Overlay 1.5-2.0 True $21,643.00 58.5 92 56.7 1443.8 30 S WOOD AVE E MARTIN LUTHER KING JR BLVD E 7TH ST 62 318.3 S WOOD AVE E 7TH ST E MCCLINTON ST 58 1125.5 10305 - MOUNT COMFORT RD Local EM+Thin Overlay 1.5-2.0 True $17,979.00 62.7 92 61.4 1010.3 30 W MOUNT COMFORT RD N GARLAND AVE W JAMES ST 72 142.1 W MOUNT COMFORT RD W JAMES ST N ADDINGTON AVE 60.8 868.2 9845-SHADY AVE +OTHERS Local FWM+Thick Overlay>2.0-3.0 True $43,104.00 49.8 96 48.1 1299.3 50 N SHADY AVE W MAPLE ST W ILA ST 50.7 323.2 N LINCOLN AVE W MAPLE ST W ILA ST 47.7 325.3 N SHADY AVE W ILA ST W LOUISE ST 48 320.5 N LINCOLN AVE W ILA ST W LOUISE ST 54.6 330.3 12900 - STADIUM DR + Others Minor Collector FWM+Thick Overlay >2.0-3.0 +SP True $69,881.00 36.8 96 34.9 1 .9 50 S STADIUM DR W CARLSON DR W MARTIN LUTHER KING JR BLVD 36.2 727.6 S STADIUM DR W BULLDOG DR W CARLSON DR 39.9 370.3 3900 - DICKSON ST + Others Major Collector EM/FWM+Mod Overlay 2.0-3.0 True $125,525.00 56.6 94 54.7 3175.2 40 W DICKSON ST W DICKSON ST N POWERHOUSE AVE 48.1 133.8 W DICKSON ST ALLEY 150 N CHURCH AVE 49.4 185.6 W DICKSON ST N BLOCK AVE N SAINT CHARLES AVE 72.2 91 W DICKSON ST N HIGHLAND AVE N EAST AVE 43.1 170.3 W DICKSON ST N HIGHLAND AVE ALLEY 21 42.6 111.4 W DICKSON ST ALLEY 21 N COLLEGE AVE 53.1 234.1 W DICKSON ST N EAST AVE N BLOCK AVE 49.1 271.8 W DICKSON ST N UNIVERSITY AVE N ARKANSAS AVE 71.9 117.8 W DICKSON ST N POWERHOUSE AVE N UNIVERSITY AVE 51.9 426.5 W DICKSON ST N WEST AVE W DICKSON ST 78.1 215.7 W DICKSON ST N SCHOOL AVE N WEST AVE 57.3 367.9 W DICKSON ST N SHIPLEY ALY N SCHOOL AVE 67.8 184.8 W DICKSON ST N LOCUST AVE N CAMPBELL AVE 62.3 133.7 W DICKSON ST N THOMPSON AVE N LOCUST AVE 64.7 208.2 W DICKSON ST N CHURCH AVE N THOMPSON AVE 1 54.4 169.2 W DICKSON ST N CAMPBELL AVE N SHIPLEY ALY 75.1 36.8 W DICKSON ST N SAINT CHARLES AVE ALLEY 150 63.1 92.3 W DICKSON ST W DICKSON ST W DICKSON ST 39.3 24.3 2400 - APPLEBY RD Minor Collector EM/FWM+Mod Overlay 2.0-3.0 +SP True $121,878.00 56.1 511W 40 E APPLEBY RD E JASON DR E CYDNEE ST 58.7 453.1 E APPLEBY RD E CYDNEE ST E APPLEBY RD 56.9 502.9 E APPLEBY RD E BISHOP DR COUNTRY LN 43.3 97.8 E APPLEBY RD COUNTRY LN COUNTRY LN 46 180.4 E APPLEBY RD COUNTRY LN N FIESTA DR 50 430.8 E APPLEBY RD N FIESTA DR N WAYNE DR 57.8 148.2 E APPLEBY RD E APPLEBY RD E APPLEBY RD 60.9 329.5 E APPLEBY RD N WAYNE DR N MCKEE CIR 55.2 636.3 E APPLEBY RD N MCKEE CIR E APPLEBY RD 64.5 165.5 E APPLEBY RD E APPLEBY RD N COLLEGE AVE 60.3 206 8600 - DOUBLE SPRINGS RD Minor Arterial EM/FWM+Mod Overlay 2.0-3.0 +SP True $95,657.00 73.5 94 71.9 2207 40 N DOUBLE SPRINGS RD W NICOLE LN W WEDINGTON DR 1 1 53.6 1 336.8 N DOUBLE SPRINGS RD W GREENS CHAPEL RD W ABILENE DR 76 1025.1 N DOUBLE SPRINGS RD W EL PASO DR W COPPER RIDGE LN 76.2 383.6 N DOUBLE SPRINGS RD W SUMTER DR W EL PASO DR 75.1 35.9 N DOUBLE SPRINGS RD W ABILENE DR W SUMTER DR 78.3 348.1 N DOUBLE SPRINGS RD W COPPER RIDGE LN W NICOLE LN 78.8 177.5 3205 - MOUNTAIN ST Major Collector EM/FWM+Mod Overlay 2.0-3.0 +SP True $23,401.00 58.9 94 57 527.5 40 E MOUNTAIN ST W MOUNTAIN ST ALLEY 36 55.6 208 E MOUNTAIN ST ALLEY 36 S COLLEGE AVE 62.1 319.5 13485 - LAFAYETTE ST Major Collector EM/FWM+Mod Overlay 2.0-3.0 +SP True $21,495.00 46.1 94 44 549.7 40 W LAFAYETTE ST N GREGG AVE ALLEY 624 49.4 1 274.8 W LAFAYETTE ST ALLEY 624 N ARKANSAS AVE 43.3 274.9 13620 - MOUNT COMFORT RD Major Collector EM/FWM+Mod Overlay 2.0-3.0 True $263,820.00 47.8 94 45.7 1 4588.1 40 W MOUNT COMFORT RD N WOODLARK LN N GOOSEBERRY LN 42.7 441.8 W MOUNT COMFORT RD N SALEM RD N RUFFLE RD 52.9 1430.3 W MOUNT COMFORT RD N HATTERLY LN N SALEM RD 49.8 684.1 W MOUNT COMFORT RD N GOOSEBERRY LN N KENSWICK AVE 44.9 409.8 W MOUNT COMFORT RD N KENSWICK AVE N HATTERLY LN 47.4 576.3 W MOUNT COMFORT RD N RAVEN LN N ELDERBERRY RD 49.9 248.5 W MOUNT COMFORT RD N ELDERBERRY RD N WOODLARK LN 44.1 797.3 10405 - OLD WIRE RD 111lF Minor Arterial EM/FWM+Mod Overlay 2.0-3.0 True $40,315.00 58.9 94 56.8 1347.4 40 N OLD WIRE RD N OAK BAILEY DR N CROSSOVER RD 59.2 1347.4 10420 - OLD WIRE RD WC 87 Major Collector EM/FWM+Mod Overlay 2.0-3.0 +SP True $71,689.00 47.6 94 45.5 4 . 1 40 N OLD WIRE RD N OLD WIRE RD N OLD WIRE RD 48 2490.3 4460 - GOFF FARM RD WC 170 + Others Minor Collector EM+Thin Overlay 1.5-2.0 True $92,018.00 64.7 92 63.3 5059.3 30 E GOFF FARM RD S RIVER MEADOWS DR E GOFF FARM RD 53 212.1 E GOFF FARM RD E GOFF FARM RD E GOFF FARM RD 45.5 209.1 E GOFF FARM RD S DEAD HORSE MOUNTAIN RD S SPRINGLAKE DR 47.2 1828.1 E GOFF FARM RD S SPRINGLAKE DR E SPYGLASS HILL DR 77.1 1083.4 E GOFF FARM RD E SPYGLASS HILL DR S CHERRY HILLS DR 85.3 329.2 E GOFF FARM RD S CHERRY HILLS DR E SPYGLASS HILL DR 83.6 467.5 E GOFF FARM RD E SPYGLASS HILL DR S RIVER MEADOWS DR 79.1 1 532.1 S ROBERTS RD E GOFF FARM RD S ROBERTS RD 69.5 397.8 99995 - RAZORBACK RD Minor Arterial EM/FWM+Mod Overlay 2.0-3.0 True $197,054.00 1 94 0 5219.9 40 S RAZORBACK RD W MARTIN LUTHER KING JR BLVD W INDIAN TRL N/A 331.5 S RAZORBACK RD W INDIAN TRL S RAZORBACK RD N/A 408.5 S RAZORBACK RD S RAZORBACK RD S RAZORBACK RD N/A 640.7 S RAZORBACK RD S RAZORBACK RD S RAZORBACK RD N/A 453.8 S RAZORBACK RD S RAZORBACK RD S RAZORBACK RD N/A 283.9 S RAZORBACK RD S RAZORBACK RD W 15TH ST N/A 321 S RAZORBACK RD S RAZORBACK RD S RAZORBACK RD N/A 453.1 S RAZORBACK RD S RAZORBACK RD S RAZORBACK RD N/A 640.5 S RAZORBACK RD S RAZORBACK RD W INDIAN TRL N/A 408.9 S RAZORBACK RD S RAZORBACK RD S RAZORBACK RD N/A 221.3 S RAZORBACK RD S RAZORBACK RD W BAUM DR N/A 43.5 S RAZORBACK RD W BAUM DR S RAZORBACK RD N/A 43.8 S RAZORBACK RD S RAZORBACK RD W BAUM DR N/A 43.8 S RAZORBACK RD W BAUM DR S RAZORBACK RD N/A 43.4 S RAZORBACK RD S RAZORBACK RD W ATHLETIC DR N/A 40 S RAZORBACK RD W ATHLETIC DR S RAZORBACK RD N/A 59.1 S RAZORBACK RD S RAZORBACK RD W ATHLETIC DR N/A 59.1 S RAZORBACK RD W ATHLETIC DR S RAZORBACK RD N/A 40.2 S RAZORBACK RD S RAZORBACK RD S RAZORBACK RD N/A 310.7 S RAZORBACK RD S RAZORBACK RD S RAZORBACK RD N/A 373.1 12425 - HOLLYWOOD AVE Major Collector EM/FWM+Mod Overlay 2.0-3.0 True $38,126.00 94 40.9 1332 40 S HOLLYWOOD AVE W PASADENA LNK W PARNELL DR 1 47.1 1 446.1 11 S HOLLYWOOD AVE S HOLLYWOOD AVE W BEST WAY ST 82.8 75.4 S HOLLYWOOD AVE W PARNELL DR S HOLLYWOOD AVE 45.1 355.7 S HOLLYWOOD AVE W MARTIN LUTHER KING JR BLVD W PASADENA LINK 36.6 454.8 4000 - KATHERINE AVE Minor Collector EM+Thin Overlay 1.5-2.0 True $53,782.00 67.2 92 65.7 2394.6 30 N KATHERINE AVE N WARW ICK DR E SHARON ST 76.2 640.1 N KATHERINE AVE E FARR LN N WARWICK DR 79.7 236.3 N KATHERINE AVE E SHARON ST E ELAINE AVE 75.5 303.6 N KATHERINE AVE E CHARING CRS E FARR LN 67 152.5 N KATHERINE AVE EOP N TARTAN WAY 53.8 443.6 N KATHERINE AVE N TARTAN WAY N OAK BAILEY DR 76.3 211.5 N KATHERINE AVE N WROXTON CT E CHARING CRS 52.4 407 10080- MCCONNELL AVE +Others Minor Collector FWM+Thick Overlay >2.0-3.0 +SP True $174,645.00 29.2 96 27.5 3 .3 50 N MCCONNELL AVE W KNAPP ST W BURR OAK DR 25.5 1709.4 N MCCONNELL AVE W BURR OAK DR W RED TIP DR 28.6 406 W DRAKE ST N GARLAND AVE N MCCONNELL AVE 36.2 837.2 N MCCONNELL AVE W RED TIP DR N MCCONNELL AVE 33.6 293 N MCCONNELL AVE N MCCONNELL AVE W DRAKE ST 33.1 293.7 10640 - PORTER RD JJWMajor Collector EM/FWM+Mod Overlay 2.0-3.0 +SP True $103,134.00 50.7 94 48.6 3038.8 40 N PORTER RD W CORNERSTONE PL W MEGAN DR 48.2 342.4 N PORTER RD W LAWSON ST W CORNERSTONE PL 47.6 168.8 N PORTER RD W MEGAN DR W SKYLER DR 55.6 275.8 N PORTER RD W SKYLER DR W HOUSTON ST 50.1 508.1 N PORTER RD W SYCAMORE ST W DEANE ST 54.6 396.8 N PORTER RD W WEDINGTON DR W VALLEY DR 46.9 418.2 N PORTER RD W HATFIELD ST W HOLLY ST 37.5 358 N PORTER RD W HOUSTON ST W SYCAMORE ST 71.9 334.4 N PORTER RD W HOLLY ST W LAWSON ST 51.4 181.6 N PORTER RD W VALLEY DR W HATFIELD ST 27.8 54.6 11620 -15TH ST Major Collector EM/FWM+Mod Overlay 2.0-3.0 +SP True $39,738.00 52.3 94 50.4 1205.8 40 W 15TH ST S DEBRIYN DR W 15TH ST 50.2 332 W 15TH ST S RAZORBACK RD S DEBRIYN DR 54.2 795.5 W 15TH ST W 15TH ST ROUNDABOUT 48.7 78 11980 - STONE ST Local Super Thin 3/4" Overlay +SP True $7,649.00 72 90 70.6 354.8 20 W STONE ST S EASTERN AVE S LEWIS AVE 72.3 354.8 12660 - ROBERTS RD WC 170 Minor Collector EM/FWM+Mod Overlay 2.0-3.0 +SP True $52,271.00 52.9 94 51 1 .3 40 S ROBERTS RD E HUNTSVILLE RD S ROBERTS RD 53.8 727.3 S ROBERTS RD S ROBERTS RD S ROBERTS RD 45.1 334.4 S ROBERTS RD E EASTPOINT DR S ROBERTS RD 58.1 136.5 S ROBERTS RD S ROBERTS RD E EASTPOINT DR 66.7 145.4 S ROBERTS RD S ROBERTS RD S ROBERTS RD 48 264.1 S ROBERTS RD S ROBERTS RD S ROBERTS RD 54.9 104.5 S ROBERTS RD S ROBERTS RD S SAG HARBOR AVE 82.1 63.1 13040 - APPLEBY RD Minor Collector EM/FWM+Mod Overlay 2.0-3.0 +SP True $43,555.00 53.5 94 51.7 1609 40 W APPLEBY RD N QUAIL CREEK DR N DORCHESTER DR 62.7 597.7 W APPLEBY RD N DORCHESTER DR W APPLEBY RD 53.7 438.6 W APPLEBY RD N BOB YOUNKIN DR N QUAIL CREEK DR 47.1 275.2 W APPLEBY RD W APPLEBY RD N GREGG AVE 42.6 297.5 8620 -DOUBLE SPRINGS N DOUBLE SPRINGS RD W LIMERICK WAY W MESA ST Minor Arterial EM/FWM+Mod Overlay 2.0-3.0 +SP True $81,522.00 42.8 49.1 2103.3 117.2 40 N DOUBLE SPRINGS RD W PERSIMMON ST W GREENS CHAPEL RD 60.9 619.11 N DOUBLE SPRINGS RD W MESA ST W PERSIMMON ST 47.9 479.4 N DOUBLE SPRINGS RD W SILVERTHORNE RD W LIMERICK WAY 43.4 589.1 N DOUBLE SPRINGS RD W DOT TIPTON RD W SILVERTHONE RD 48.1 298.6 90080000651ER RD WC 411 1w Major Collector EM/FWM+Mod Overlay 2.0-3.0 +SP True $127,934.00 52 94 49.9 3541.4 40 S FINGER RD W MARTIN LUTHER KING JR BLVD S FINGER RD 62.3 344.3 S FINGER RD S FINGER RD S PLUMBEROSA DR 62.7 414.6 S FINGER RD S PLUMBEROSA DR W FINGER RD 49.6 2782.5 2385 - APPLEBY RD Major Collector PCC Localized Rhb True $74,984.00 61.2 85 60.1 1165.8 520 E APPLEBY RD N NORTHHILLS BLVD E JASON DR 64 484 E APPLEBY RD N NORTHHILLS BLVD N BOB YOUNKIN DR 59 681.8 10040 - MCMILLAN DR + Others Local Microsurface/Chip Seal True $23,268.00 80.1 88 79.1 2079.1 10 W MCMILLAN DR N MARINONI DR N PAM ANGUS DR 82 822.4 N MARINONI DR W MCMILLAN DR W WEDINGTON DR 80 211 N PAM ANGUS DR EDP W MCMILLAN DR 83.8 352.4 W MCMILLAN DR N PAM ANGUS DR N FUTRALL DR 76.3 693.3 7460 - VANIKE DR + Others Local Microsurface/Chip Seal True $59,728.00 80.1 88 79.1 5862.3 10 W TOPAZ DR W TIGER EYE DR N RAVEN LN 78.9 768.4 W TOPAZ DR W VANIKE DR W TIGER EYE DR 81.6 516.8 W VANIKE DR N NEVERMORE LN W TOPAZ DR 84.3 380.6 W VANIKE DR W TOPAZ DR EOP 67.1 225.2 N NEVERMORE LN W VANIKE DR EOP 85.8 118.9 N VERONA LN W MIRAMAR DR W VERONA LN 84.7 812.1 N AZURE AVE W MIRAMAR DR W IKA LN 86.1 564.3 W VERONA LN N BENTLEY RDG W IKA LN 79.6 623.5 W MIRAMAR DR N BENTLEY RDG N AZURE AVE 82.4 369.1 W MIRAMAR DR N AZURE AVE N VERONA LN 77.7 346.1 N BENTLEY RDG W MIRAMAR DR W IKA LN 79.8 551.1 N BENTLEY RDG W IKA LN W VERONA LN 80.4 288.8 W MIRAMAR DR N VERONA LN N RAVEN LN 72.3 297.4 7580 - DOWNS AVE + Others Local Microsurface/Chip Seal True $40,208.00 80.4 88 79.4 4036.1 10 W CRYSTAL DR N SALEM RD N HAY MEADOWS AVE 85.4 169.1 N HAY MEADOWS AVE W CRYSTAL DR W GROUSE RD 77 78.6 W GROUSE RD N HAY MEADOWS AVE N DOWNS AVE 79.2 266.6 W BENTGRASS RD N SALEM RD N HAY MEADOWS AVE 85.7 168.9 N HAY MEADOWS AVE W BENTGRASS RD W CRYSTAL DR 79.2 556.1 W SWEETGRASS RD N DOWNS AVE N BERMUDA AVE 81.5 429.2 N HAY MEADOWS AVE W MARSH ST W BENTGRASS RD 80.2 88.3 W MARSH ST N HAY MEADOWS AVE N DOWNS AVE 84.8 263.6 W MARSH ST N DOWNS AVE N BERMUDA AVE 81.1 422.2 N BERMUDA AVE W MARSH ST W SWEETGRASS RD 83.6 457.8 N BERMUDA AVE W SWEETGRASS RD W GROUSE RD 84.2 277.7 N DOWNS AVE W MARSH ST W SWEETGRASS RD 77.8 470.8 N DOWNS AVE W SWEETGRASS RD W GROUSE RD 68.5 278.3 N DOWNS AVE EOP W MARSH ST 80 108.9 8240 - HOSTA DR + Others Local Microsurface/Chip Seal True $71,143.00 80.1 88 79.1 6396.5 10 W MORNING MIST DR N HOSTA DR N SILK ROSE AVE 73 315.8 N HOSTA DR W MORNING MIST DR EOP 83 463.2 N HOSTA DR W MOUNT COMFORT RD W WATER LILLY CT 83.1 240.6 W WATER LILLY CT EDP N HOSTA DR 68.3 205.2 N HOSTA DR W WATER LILLY CT N CONEFLOWER PL 84.4 354.1 W CONEFLOWER PL EDP N HOSTA DR 62 207.9 N HOSTA DR W CONEFLOWER PL W BLUE MIST CT 86.7 314.3 W BLUE MIST CT EOP N HOSTA DR 78.7 200.5 N HOSTA DR W BLUE MIST CT W MORNING MIST DR 89 330.3 N MONTANA AVE N MONTANA AVE W SILVERMIST PL 84.9 172.9 N MONTANA AVE W SILVERMIST PL W WYOMING DR 82.6 307.1 N MONTANA AVE W WYOMING DR W TUPELO WAY 77.6 210.2 N MONTANA AVE W TUPELO WAY W MORNING MIST DR 79.8 442.8 W SILVERMIST PL EOP N MONTANA AVE 85.9 326.3 W SILVERMIST PL N MONTANA AVE N CORNWALL AVE 83.5 304.5 N CORNWALL AVE W SILVERMIST PL W TUPELO WAY 83 466.9 W WYOMING DR EOP N MONTANA AVE 82.2 322.1 W TUPELO WAY N MONTANA AVE N CORNWALL AVE 78.9 365.E N SILK ROSE AVE EDP W MORNING MIST DR 79.3 529.2 W MORNING MIST DR N SILK ROSE AVE N MONTANA AVE 74.7 317 $2,753,189.00 101400.5 19.2 MILES Superseg Desc & Street From Street To Street Classification Text Rehab Text Forced Selection Total Cost Begin PCI Post PCI if Rehabbed Post PCI no Rehab Length Rehab Group 10065 - TAHOE PL Local EM/FWM+Mod Overlay 2.0-3.0 +SP False $17,711.43 50 94 48.3 287.5 40 N TAHOE PL W WEDINGTON DR PUBLIC 1180 50 287.5 1080-ALLEY 13 Alley FWM+Thick Overlay >2.0-3.0 +SP False $8,412.16 28.5 96 27 494.7 50 ALLEY 13 E MAPLE ST E DAVIDSON ST 30.5 494.7 11160 - TIMBERLINE DR + Others Local EM/FWM+Mod Overlay 2.0-3.0 +SP False $92,234.01 53.3 94 51.5 2294.4 40 N TIMBERLINE DR N SALEM RD N COLORADO DR 63.5 139.1 N TIMBERLINE DR W ANNE ST W WOODFIELD WAY 53 265.9 N TIMBERRIDGE CT N TIMBERLINE DR EOP 46.4 313.5 N TIMBERLINE DR N COLORADO DR W ANNE ST 59.4 427.4 N TIMBERLINE DR W WOODFIELD WAY N TIMBERRIDGE CT 57.3 295.2 N WEATHERWOOD CT EOP W ANNE ST 61 231.6 N TIMBERLINE DR N TIMBERRIDGE CT W OAKFIELD ST 47.1 329.2 W ANNE ST N WEATHERWOOD CT N TIMBERLINE DR 60.9 292.5 11780 - BULLDOG BLVD + Others Local EM/FWM+Mod Overlay 2.0-3.0 +SP False $74,524.78 51.1 94 49.3 2050.6 40 W BULLDOG BLVD W BULLDOG BLVD S STADIUM DR 53.7 348.3 W BULLDOG BLVD S BUCHANAN AVE W BULLDOG BLVD 52.4 650.8 S BUCHANAN AVE W BULLDOG BLVD S DUNCAN AVE 54.7 950.2 S DUNCAN AVE S DUNCAN AVE W MARTIN LUTHER KING JR BLVD 40.3 101.3 11860 - CENTENNIAL PARK LN + Others Local Super Thin 3/4" Overlay +SP False $23,596.78 70.5 90 69.1 1432.E 20 W SCOTTSWOOD PL ALLEY 2900 EOP 79.5 81.3 S GREEN POINT TRCE W OLD FARMINGTON RD EOP 72.6 432 W SCOTTSWOOD PL W OLD FARMINGTON RD ALLEY 2900 82.1 176 S MOUNT MILLSAP LN EOP EOP 65.4 743.3 1200 - ALLEY 172 Alley EM+Thin Overlay 1.5-2.0 False $2,606.78 60.5 92 59.2 253.9 30 ALLEY 172 N WASHINGTON AVE N TRENT AVE 62.1 253.9 12000 - CUNNINGHAM LN + Others Local EM/FWM+Mod Overlay 2.0-3.0 +SP False $15,532.55 51.1 94 49.3 711.7 40 S JARNAGAN ST S JARNAGAN ST E HUNTSVILLE RD 66.2 353.4 S CUNNINGHAM LN S CUNNINGHAM LN E HUNTSVILLE RD 41.8 358.3 12120 - DUNN AVE + Others Local EM/FWM+Mod Overlay 2.0-3.0 +SP False $77,222.97 51.6 94 49.8 2166.5 40 S LT COL LEROY POND AVE PUBLIC 987 W NATIONAL ST 44.2 35.3 W 11TH ST S SCHOOL AVE W 11TH ST 64.5 172.6 W NATIONAL ST S DUNN AVE S LT COL LEROY POND AVE 47.8 248 S DUNN AVE W 11TH ST W 13TH ST 56 685.9 W 11TH ST W 11TH ST S WEST AVE 69.1 201.4 W 11TH ST S WEST AVE S DUNN AVE 63 357.5 S DUNN AVE W NATIONAL ST W 11TH ST 39.8 465.8 12220 - MITCHELL ST+Others Local FWM+Thick Overlay >2.0-3.0 +SP False $68,354.16 29.9 96 28.3 1448.1 50 S GABBARD DR W MITCHELL ST W KAYWOOD LN 38.3 242.6 S GABBARD DR W KAYWOOD LN EOP 29.5 149 W MITCHELL ST S PHILLIP DR S SANG AVE 52.7 216.7 S LEWIS AVE W STONE ST W MITCHELL ST 25.9 573.3 W KAYWOOD LN EOP S GABBARD DR 24.4 266.5 13860 - RIDGEWAY DR Local EM/FWM+Mod Overlay 2.0-3.0 +SP False $42,745.56 52 94 50.2 1807.7 40 W RIDGEWAY DR N CRESTWOOD DR E RIDGEWAY DR 63.1 519.2 W RIDGEWAY DR N VIEWPOINT DR N CRESTWOOD DR 50.8 1288.5 1620 - ALLEY 624 Alley EM+Thin Overlay 1.5-2.0 False $1,888.32 61.6 92 60.3 294.3 30 ALLEY 624 W LAFAYETTE ST W REAGAN ST 63.2 294.3 1660 - ALLEY 697 Alley ACP Full Depth Reconstruction False $35,059.50 11.4 100 10.3 371 70 ALLEY 697 E DOGWOOD LN EOP 12.6 371 1960-WILLOW AVE +Others Local EM/FWM+Mod Overlay 2.0-3.0+SP False $56,656.27 50 94 48.3 2229.5 40 S WILLOW AVE S WALKER RD E HUNTSVILLE RD 53.5 170.2 S COMBS AVE E HUNTSVILLE RD E 4TH ST 46.7 572.8 S WASHINGTON AVE E SOUTH ST E 4TH ST 41.7 553.3 E 4TH ST S WASHINGTON AVE S COMBS AVE 62.7 192.4 E 4TH ST S COMBS AVE S WILLOW AVE 66 167.9 S WILLOW AVE E ROCK ST S WALKER RD 57 572.9 2020 - 9TH ST Local PCC Mod Pnl Rep <20% False $35,066.00 53.2 90 52 337.7 540 E 9TH ST S COLLEGE AVE S WASHINGTON AVE 1 54.6 337.7 2060 - HILLCREST AVE Local EM/FWM+Mod Overlay 2.0-3.0 +SP False $40,260.55 53.3 94 51.5 1408.2 40 N HILLCREST AVE E ASHBIER DR E WOODCREST DR 45.3 399.6 N HILLCREST AVE E WOODCREST DR E NATURAL WAY 51.5 600 N HILLCRESTAVE EOAKWOOD ST EASHBIER DR 72.6 408.6 2080 - ABSHIER DR Local EM/FWM+Mad Overlay 2.0-3.0 +SP False $13,764.63 53.3 94 51.6 536.3 40 E ASHBIER DR E NOBLE LN N HILLCREST AVE 55.3 536.3 2340 T+Others m Local EM/FWM+Mod Overlay 2.0-3.0+SP False $130,449.55 52.2 94 50.4 3798.9 40 E APPLEBURY DR E HOPE ST EOP 34.9 311.5 E HOPE ST N KINGS DR N EASTWOOD DR 48.9 406.5 N EASTWOOD DR E HOPE ST E MISSION BLVD 57.1 691.2 E COLUMBUS PL E COLUMBUS BLVD EOP 57 440.1 E HOPE ST N EASTWOOD DR E APPLEBURY DR 55.1 1491 E COLUMBUS BLVD E COLUMBUS PL N EASTWOOD DR 64.1 458.6 2560 - CLEBURN ST + Others Local EM/FWM+Mod Overlay 2.0-3.0 +SP False $52,712.99 50.7 4 48.9 2285.4 40 E BAXTER LN N WILLOW AVE EOP 38 790.1 E CLEBURN ST N WILLOW AVE N FRITZ DR 48.5 404.9 N WILLOW AVE E CLEBURN ST E BAXTER LN 51.5 303.3 E CLEBURN ST N COLLEGE AVE N WILLOW AVE 67.8 787.1 3120-CAROLYN DR+Others Local EM/FWM+Mod Overlay 2.0-3.0+SP False $50,731.34 50jjjj�48.2 1718.2 40 E CAROLYN DR N LUNSFORD AVE N CAROLYN DR 54.3 664.9 N CAROLYN DR E CAROLYN DR E HAMMOND ST 52.3 452.6 E VIEWPOINT DR N VIEWPOINT DR E MISSION BLVD 50.1 600.7 3280 - ROCK ST + Others Local EM/FWM+Mod Overlay 2.0-3.0 +SP False $74,599.91 53.7 94 51.9 E ROCK ST S EAST AVE ALLEY 36 74.7 199.7 W ROCK ST S BLOCK AVE S CHURCH AVE 39.3 370.4 W ROCK ST S EAST AVE S BLOCK AVE 75.2 270.6 E ROCK ST S WILLOW AVE S WALKER RD 49.3 894.4 E ROCK ST S WALKER RD S KNERR DR 60.2 812.4 E ROCK ST ALLEY 36 S COLLEGE AVE 58.3 304.1 4120 - EMERSON LN + Local EM/FWM+Mod Overlay 2.0-3.0 +SP False ENKA N THOREAU LN E EMERSON LN E BRYAN LN 45.8 224.6 E EMERSON LN N MISSION BLVD N THOREAU LN 57.9 519.4 N WOODLAWN DR E ROCKWOOD TRL E WOODLAWN DR 50.7 461.4 4420-SHILOH DR+Others N SHILOH DR PUBLIC 3887 E JOYCE BLVD MENwi_ EM/FWM+Mod Overlay 2.0-3.0+SP False 56.6 52 371.7 N SHILOH DR E JOYCE BLVD E GEORGETOWNE SQUARE DR 28.9 476.2 N SHILOH DR E GEORGETOWNE SQUARE DR EOP 49.2 390.2 N SHILOH DR EOP PUBLIC 3887 75.4 756.5 E GEORGETOWNE SQUARE DR N SHILOH DR N COLLEGE AVE 83.6 103.3 PUBLIC 3887 N SHILOH DR N COLLEGE AVE 39.3 96.7 5520 - MEADOWCLIFF DR Local PCC Mod Pnl Rep <20 % False $44,249.91 51.2 90 50 293.9 540 E MEADOWCLIFF DR N ELIZABETH AVE N CENTERWOOD RD 52.6 293.9 5760 - #N/A Local EM/FWM+Mod Overlay 2.0-3.0 +SP False $64,461.65 50.8 94 49 2445.4 40 N HILLCRESTAVE E NORTH ST E OAKWOOD ST 45.4 541.4 N WASHINGTON AVE E NORTH ST E OAKWOOD, ST 53 534 N WANEETAH AVE E NORTH ST E OAKWOOO ST 52.5 540.6 E OAKWOOD ST N HILLCREST AVE W LAKERIDGE DR 61.3 348.5 W LAKERIDGE DR E NORTH ST E OAKWOOD ST 56.9 480.9 6140 - RIDGEWAY DR + Others Local EM/FWM+Mod Overlay 2.0-3.0 +SP False $78, 48.4 3199.5 40 E RIDGEWAY DR PUBLIC 1350 W RIDGEWAY DR 53.8 1202.9 E RIDGEWAY DR E SHADOWRIDGE DR PUBLIC 1350 56.4 1331.8 E RIDGEWAY DR W RIDGEWAY DR E SHADOWRIDGE DR 37.2 517.7 PUBLIC 1350 E RIDGEWAY DR E SHADOWRIDGE DR 61.6 147.1 7100 - NEW BRIDGE RD + Others Major Collector EM/FWM+Mod Overlay 2.0-3.0 +SP False $143,940.44 5 40 N 51 STAVE W WEDINGTON DR N SUNSHINE RD 60.5 643 W NEW BRIDGE RD N CANNONDALE DR N BATSFORD DR 59.8 576.5 W NEW BRIDGE RD N DESARC WAY N COLONY WAY 53.6 568 W NEW BRIDGE RD N FALLBROOK WAY N SUNSHINE RD 67.1 190.4 W NEW BRIDGE RD N COLONY WAY N CANNONDALE DR 51.2 325.4 W NEW BRIDGE RD N BATSFORD DR N FALLBROOK WAY 52.2 401.8 W NEW BRIDGE RD N SETTLEMENT LN N INDEPENDENCE PL 52.6 271.3 W NEW BRIDGE RD N INDEPENDENCE PL N DESARC WAY 57.7 176.6 W NEW BRIDGE RD N TRILLIUM LN N SETTLEMENT LN 53.6 645 7440-ARCHER DR+Others Local EM/FWM+Mod Overlay 2.0-3.0+SP False $117,721.89 50.9 94 49.1 3694.3 40 N WATERMAN AVE W ARCHER DR W CLEVELAND ST 50.5 432.3 W ARCHER DR N SAMARA CIR N SANG AVE 50.8 588.9 N ASHWOOD AVE W CLEVELAND ST EOP 65.4 241.4 N LEWIS AVE W CLEVELAND ST N LEWIS AVE 28.8 437.8 W ARCHER DR N WATERMAN AVE N SAMARA CIR 80.9 248.8 W BERRY ST W BERRY ST N SANG AVE 53.8 654.5 N SAMARA CIR W ARCHER DR EDP 50.9 249.7 N FOWLER AVE W CLEVELAND ST EDP 60.8 424.6 N CEDARWOOD AVE W CLEVELAND ST EOP 51.4 416.3 7780 - BOX AVE Local EM/FWM+Mod Overlay 2.0-3.0 +SP False $30,047.27 51.4 94 49.6 124 40 N BOX AVE E MISSION BLVD EOP 53.5 1242.2 8660 - DUNCAN AVE + OthM Local EM/FWM+Mod Overlay 2.0-3.0 +SP False $27,368.88 51.4 94 49.6 807.8 40 W CENTER ST N DUNCAN AVE S HARMON AVE 39.6 348.5 N HARMON AVE W CLINTON DR W FAIRVIEW ST 91.4 161.4 N HARMON AVE S HARMON AVE W CENTER ST 55.2 297.9 8740 - SHERYL AVE + Others Local EM/FWM+Mod Overlay 2.0-3.0 +SP False $101,732.95 53.9 94 52.1 2821.2 40 N ELIZABETH AVE E CORTLAND ST E BRIARCLIFF ST 63.3 277.7 N ELIZABETH AVE E ROLLING HILLS DR E ETON ST 62.2 710.2 N ELIZABETH AVE E ETON ST E CORTLAND ST 53.9 283.8 N SHERYL AVE E ROLLING HILLS DR E HAROLD ST 52.2 1549.5 9020 - TACKETT DR + Others Local EM/FWM+Mod Overlay 2.0-3.0 +SP False $27,998.85 51.9 94 50.1 1463.5 40 W TACKETT DR N GENEVIEVE AVE EOP 43.6 742.2 N GENEVIEVE AVE EOP W TACKETT DR 62.3 721.3 9240 - REAGAN ST + Others Local EM/FWM+Mod Overlay 2.0-3.0 +SP False $27,552.69 51.1 94 49.3 7.7 40 W REAGAN ST ALLEY 624 N ARKANSAS AVE 43.4 279.2 N GREGG AVE W REAGAN ST W MAPLE ST 61.8 358.2 W REAGAN ST N GREGG AVE ALLEY 624 53.9 210.3 $1,698,845.74 52792.3 10.00 MILES Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Description: 17 2022 5yr w/forced 1.7M Budget Table: 2022 5-year Plan (test) Planning Table: 2022 Known Projects Misc. Cost Table: Fayetteville Misc Costs User 1: User 7: User 2: User 8: User 3: User 9: User 4: User 10: User 5: User 11: User 6: User 12: User 13: ❑ User 14: ❑ User 15: Year -End Summary Results: Network Selected Model Year: Avg Network PCI: Count: Total Cost: Count: Total Cost: 2,022 74.01 728 $36,450,620.00 47 $2,753,189.00 2,023 74.67 728 $35,825,617.00 32 $1,698,845.00 ■❑ Backlog Cost: $9,695,520.02 $10,219,569.05 2,024 74.14 728 $36,931,295.00 23 $1,699,714.00 $8,311,503.77 2,025 73.59 728 $37,826,505.00 20 $1,699,653.00 $6,788,137.05 2,026 73.07 728 $38,189,318.00 23 $1,698,787.00 $7,495,997.31 Page: 1 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Selected Supersegments Model Year: 2022 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: 10305 10305 - MOUNT COMFORT RD EM+Thin Overlay 1.5-2.Oasphalt Local 2,876.71 62.70 $17,979.00 Subsea Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-2555-1 W MOUNT COMFORT RD W JAMES ST N ADDINGTON AVE 868.20 23.00 2,329.64 60.80 STR-37859-1 W MOUNT COMFORT RD N GARLAND AVE W JAMES ST 142.10 33.00 547.07 72.00 11600 11600 - BEECHWOOD AVE EM+Thin Overlay 1.5-2.Oasphalt Minor Arterial 9,028.49 59.60 $58,685.00 Subsea Code: Street: From Street. To Street: Lenoth: Width: Total Area: Current PCI: STR-48773-1 S BEECHWOOD AVE W PERIMETER DR W TOWNE VILLAGE DR 92.90 19.00 205.94 58.90 STR-65853-1 S BEECHWOOD AVE W DIAMOND DR S BEECHWOOD AVE 236.90 25.00 690.98 48.90 STR-48774-1 S BEECHWOOD AVE W SAN GABRIEL CIR W BEECH PL 265.20 27.00 835.35 79.70 STR-579-1 S BEECHWOOD AVE S BEECHWOOD AVE W LODGE WAY 257.30 26.00 780.43 54.30 STR-573-1 S BEECHWOOD AVE W MARTIN LUTHER KING JR BLV W FARMINGTON ST 173.00 30.00 605.50 45.30 STR-3818-1 S BEECHWOOD AVE W BEECH PL WARVADA LOOP 483.10 26.00 1,501.64 64.30 STR-3781-1 S BEECHWOOD AVE W CAPELLA ST W PERIMETER DR 202.60 25.00 590.97 66.90 STR-4154-1 S BEECHWOOD AVE W BAUM DR S BEECHWOOD AVE 769.10 26.00 2,353.00 59.00 STR-66273-1 ROUNDABOUT W 15TH ST S BEECHWOOD AVE 30.90 26.00 93.75 53.20 STR-66255-1 S BEECHWOOD AVE S BEECHWOOD AVE ROUNDABOUT 65.40 26.00 198.32 54.00 STR-66257-1 W 15TH ST W 15TH ST ROUNDABOUT 74.90 26.00 227.21 53.20 STR-29234-1 S BEECHWOOD AVE W FARMINGTON ST W CAPELLA ST 57.00 28.00 186.20 62.10 STR-1506130-1 S BEECHWOOD AVE WARVADA LOOP W BAUM DR 251.00 26.00 759.20 58.30 11720 11720 - BROOKS AVE + Others EM+Thin Overlay 1.5-2.04sphalt Major Collector 7,534.48 67.80 $48,974.00 Subsea Code: Street: From Street: To Street: Lenoth: Width: Total Area: Current PCI: STR-4197-1 S BROOKS AVE W 15TH ST W WALKER ST 436.60 22.00 1,120.41 63.50 STR-4235-1 S BROOKS AVE W WALKER ST W BOONE ST 656.40 23.00 1,761.29 63.80 STR-4315-1 S GARLAND AVE W PETTIGREW ST W CATO SPRINGS RD 1,048.10 22.00 2,690.11 73.40 STR-5733-1 S GARLAND AVE W BOONE ST S GARLAND AVE 440.60 23.00 1,182.33 67.10 STR-7636-1 S GARLAND AVE W SUNCHASE CT W PETTIGREW ST 103.30 28.00 337.40 79.40 STR-5740-1 S GARLAND AVE S GARLAND AVE W SUNCHASE CT 158.20 24.00 442.94 58.60 12410 12410 - HILL AVE EM+Thin Overlay 1.5-2.04.sphalt Minor Collector 1,989.19 53.30 $12,432.00 Subsea Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-1505854-1 S HILL AVE S HILL AVE W MARTIN LUTHER KING JR BLL 334.90 17.00 664.23 51.00 STR-3751-1 S HILL AVE W STONE ST S HILL AVE 652.10 17.00 1,324.96 55.00 13400 13400 - ILA ST EM+Thin Overlay 1.5-2.Oasphalt Local 4,693.00 68.70 $29,331.00 Subsea Code: Street: From Street. To Street: Lenoth: Width: Total Area: Current PCI: STR-3075-1 W ILA ST N VANDEVENTER AVE N WILSON AVE 476.70 29.00 1,612.88 55.10 STR-3083-1 W ILA ST N LINCOLN AVE N SHADYAVE 424.30 24.00 1,188.00 77.10 Page: 2 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2022 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: STR-3078-1 W ILA ST N SHADYAVE N VANDEVENTER AVE 348.40 27.00 1,097.40 74.10 STR-3088-1 W ILA ST N PARKAVE N LINCOLN AVE 272.50 25.00 794.72 77.20 13840 13840 - PROSPECT ST EM+Thin Overlay 1.5-2.0asphalt Minor Collector 4,119.26 58.80 $25,745.00 Subseq Code: Street: From Street., To Street: Length: Width: Tota/Area: Current PCI: STR-2950-1 W PROSPECT ST N WOOLSEYAVE N VANDEVENTER AVE 683.80 22.00 1,755.11 66.50 STR-2944-1 W PROSPECT ST N PARK AVE N WOOLSEYAVE 405.50 23.00 1,088.16 61.00 STR-2947-1 W PROSPECT ST N VANDEVENTER AVE N WILSON AVE 475.50 23.00 1,275.99 47.20 1990 1990 - RAY AVE EM+Thin Overlay 1.5-2.04sphalt Local 4,649.17 61.70 $29,057.00 Subseg Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3729-1 S RAYAVE S RAYAVE E 4TH ST 74.70 37.00 322.52 60.30 STR-3720-1 S RAYAVE S RAYAVE S RAYAVE 218.70 26.00 663.43 53.90 STR-3864-1 S RAYAVE E 4TH ST E HUNTSVILLE RD 1,495.20 21.00 3,663.22 63.50 2300 2300 - ANSON ST + Others EM+Thin Overlay 1.5-2.(Asphalt Local 7,523.38 63.70 $47,021.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-1590-1 EANSON ST N RUTH AVE EOP 693.70 25.00 2,023.33 58.70 STR-3028-1 E CLARK ST NAINSWORTHAVE EOP 247.10 21.00 605.38 59.40 STR-3056-1 E CLARK ST N RUTH AVE N AINSWORTH AVE 599.50 22.00 1,538.66 74.50 STR-2345-1 E CLARK ST EOP N RUTHAVE 523.40 23.00 1,404.41 60.20 STR-3135-1 EANSONST EOP NRUTHAVE 697.00 24.00 1,951.60 65.10 4000 4000 - KATHERINE AVE EM+Thin Overlay 1.5-2.0asphalt Minor Collector 8,605.16 67.20 $53,782.00 Subseq Code: Street: From Street., To Street: Length: Width: Total Area: Current PCI: STR-994-1 N KATHERINEAVE E SHARON ST E ELAINEAVE 303.60 29.00 1,027.24 75.50 STR-1098-1 N KATHERINEAVE N WROXTON CT E CHARING CRS 407.00 29.00 1,377.02 52.40 STR-221-1 N KATHERINEAVE N WARWICK DR E SHARON ST 640.10 30.00 2,240.33 76.20 STR-1083-1 N KATHERINE AVE EOP N TARTAN WAY 443.60 33.50 1,733.65 53.80 STR-1096-1 N KATHERINEAVE N TARTAN WAY N OAK BAILEY DR 211.50 30.00 740.33 76.30 STR-1059-1 N KATHERINE AVE E CHARING CRS E FARR LN 152.50 37.08 659.59 67.00 STR-898-1 N KATHERINEAVE E FARR LN N WARWICK DR 236.30 30.00 827.00 79.70 4460 4460 - GOFF FARM RD WC 170 + Other<. EM+Thin Overlay 1.5-2.04sphalt Minor Collector 14,722.97 64.70 $92,018.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-1026-1 E GOFF FARM RD S DEAD HORSE MOUNTAIN RD S SPRINGLAKE DR 1,828.10 24.00 5,118.67 47.20 STR-9682-1 E GOFF FARM RD S CHERRY HILLS DR E SPYGLASS HILL DR 467.50 27.00 1,472.70 83.60 STR-9683-1 E GOFF FARM RD E SPYGLASS HILL DR S RIVER MEADOWS DR 532.10 27.00 1,676.10 79.10 STR-9680-1 E GOFF FARM RD S SPRINGLAKE DR E SPYGLASS HILL DR 1,083.40 24.00 3,033.47 77.10 STR-10005-1 S ROBERTS RD S MONARCHAVE S ROBERTS RD 397.80 26.00 1.206.69 69.50 Page: 3 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2022 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: STR-9681-1 E GOFF FARM RD E SPYGLASS HILL DR S CHERRY HILLS DR 329.20 24.00 921.73 85.30 STR-6025-1 E GOFF FARM RD E GOFF FARM RD E GOFF FARM RD 209.10 27.00 650.25 45.50 STR-5996-1 E GOFF FARM RD S RIVER MEADOWS DR E GOFF FARM RD 212.10 26.00 643.36 53.00 4720 4720 - HUNTSVILLE RD + Others EM+Thin Overlay 1.5-2.04.sphalt Major Collector 5,504.15 65.30 $35,776.00 Subseg Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3689-1 E HUNTSVILLE RD S WILLOW AVE S BARTON AVE 362.70 22.00 930.97 56.60 STR-3714-1 E HUNTSVILLE RD S BARTON AVE S WOOD AVE 300.20 22.00 770.49 59.30 STR-117-1 E HUNTSVILLE RD ALLEY 399 S MASHBURN AVE 566.00 27.00 1,782.90 76.00 STR-3242-1 E HUNTSVILLE RD S COMBS AVE S WILLOWAVE 184.20 22.00 472.76 69.20 STR-30159-1 E HUNTSVILLE RD ALLEY 267 S COMBS AVE 83.90 22.00 215.36 77.30 STR-3718-1 E HUNTSVILLE RD S WOOD AVE ALLEY 399 39.90 22.00 102.42 57.30 STR-3773-1 S MASHBURN AVE E MARTIN LUTHER KING JR BLVC E HUNTSVILLE RD 152.80 33.00 588.32 48.50 STR-3665-1 E HUNTSVILLE RD E SOUTH ST ALLEY 267 249.70 22.00 640.93 68.00 4765 4765 - WOOD AVE EM+Thin Overlay 1.5-2.04sphalt Local 3,462.95 58.50 $21,643.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3250-1 S WOOD AVE E MARTIN LUTHER KING JR BLVI E 7TH ST 318.30 19.00 705.53 62.00 STR-3910-1 S WOOD AVE E 7TH ST E MCCLINTON ST 1,125.50 21.00 2,757.42 58.00 5750 5750 - OAKS MANOR DR EM+Thin Overlay 1.5-2.0asphalt Local 6,500.90 77.00 $40,630.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-1160-1 E OAKS MANOR DR E GLENN LN E BONNIE LN 344.60 27.00 1,085.55 80.10 STR-1179-1 E OAKS MANOR DR E BONNIE LN N SHERYL AVE 1,305.30 28.00 4,263.93 76.10 STR-1132-1 E OAKS MANOR DR E ROLLING HILLS DR E GLENN LN 352.50 28.00 1,151.42 78.70 6185 6185 - MILL AVE EM+Thin Overlay 1.5-2.Nsphalt Major Collector 1,147.73 58.20 $7,460.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-5601-1 S MILL AVE E ROCK ST E SOUTH ST 409.80 24.00 1,147.73 58.50 6190 6190 - ROCK ST EM+Thin Overlay 1.5-2.(Asphalt Major Collector 1,407.87 84.30 $9,151.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3599-1 E ROCK ST S COLLEGEAVE ALLEY 119 219.60 22.00 562.83 87.50 STR-3601-1 E ROCK ST ALLEY 119 S WASHINGTONAVE 215.50 22.00 553.91 84.30 STR-3602-1 E ROCK ST S WASHINGTON AVE S MILL AVE 114.20 22.00 291.13 79.30 10405 10405 - OLD WIRE RD EM/FWM+Mod Overlay 2:lsphalt Minor Arterial 3,933.19 58.90 $40,315.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-240-1 N OLD WIRE RD N OAK BAILEY DR N CROSSOVER RD 1,347.40 25.00 3,933.19 59.20 12280 12280 - GREGG AVE EM/FWM+Mod Overlay Alsphalt Local 4,148.44 43.80 $38,373.00 Page: 4 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2022 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: Subseg Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-3230-1 S GREGG AVE W CENTER ST S UNIVERSITYAVE 1,578.40 19.00 3,498.74 39.50 STR-3685-1 S GREGG AVE S UNIVERSITYAVE W PRAIRIE ST 309.40 18.00 649.70 69.40 12290 12290 - SOUTH ST EM/FWM+Mod Overlay Asphalt Local 1,208.06 20.00 $11,174.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3643-1 W SOUTH ST ALLEY 417 S WEST AVE 173.00 30.00 605.50 23.60 STR-3646-1 W SOUTH ST S SCHOOL AVE ALLEY 417 178.10 29.00 602.56 16.90 12320 12320 - PRAIRIE ST + Others EM/FWM+Mod Overlay Alsphalt Local 4,521.03 60.60 $41,819.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3687-1 W PRAIRIE ST S GREGG AVE S GREGG AVE 252.20 27.00 794.70 77.40 STR-3697-1 W PRAIRIE ST ALLEY 417 S WESTAVE 160.70 28.00 525.00 69.20 STR-3759-1 S GREGG AVE W PRAIRIE ST W MARTIN LUTHER KING JR BLL 499.00 24.00 1,397.20 53.90 STR-3686-1 W PRAIRIE ST S GREGG AVE S GOVERNMENT AVE 67.50 26.00 204.39 36.70 STR-3699-1 W PRAIRIE ST S SCHOOL AVE ALLEY 417 188.40 28.00 615.38 47.70 STR-3692-1 W PRAIRIE ST W PRAIRIE ST S GREGG AVE 169.40 29.00 573.07 71.50 STR-65868-1 W PRAIRIE ST S WESTAVE W PRAIRIE ST 125.90 28.00 411.29 59.00 12425 12425 - HOLLYWOOD AVE EM/FWM+Mod Overlay A5phalt Major Collector 3,812.68 43.00 $38,126.00 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-65849-1 S HOLLYWOOD AVE S HOLLYWOOD AVE W BEST WAY ST 75.40 15.00 131.92 82.80 STR-6214-1 S HOLLYWOOD AVE W PASADENA LNK W PARNELL DR 446.10 21.00 1,092.93 47.10 STR-348-1 S HOLLYWOOD AVE W MARTIN LUTHER KING JR BLV W PASADENA LNK 454.80 30.00 1,591.83 36.60 STR-2431-1 S HOLLYWOOD AVE W PARNELL DR S HOLLYWOOD AVE 355.70 24.00 996.00 45.10 13620 13620 - MOUNT COMFORT RD EM/FWM+Mod Overlay Asphalt Major Collector 26,382.07 47.80 $263,820.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-1525-1 W MOUNT COMFORT RD N WOODLARK LN N GOOSEBERRY LN 441.80 50.00 2,577.22 42.70 STR-1670-1 W MOUNT COMFORT RD N SALEM RD N RUPPLE RD 1,430.30 48.00 8,009.60 52.90 STR-6209-1 W MOUNT COMFORT RD N HATTERLYLN N SALEM RD 684.10 50.00 3,990.56 49.80 STR-6210-1 W MOUNT COMFORT RD N GOOSEBERRY LN NKENSWICKAVE 409.80 49.00 2,342.74 44.90 STR-6211-1 W MOUNT COMFORT RD NKENSWICKAVE N HATTERLYLN 576.30 50.00 3,361.67 47.40 STR-7299-1 W MOUNT COMFORT RD N RAVEN LN N ELDERBERRY RD 248.50 50.00 1,449.45 49.90 STR-7300-1 W MOUNT COMFORT RD N ELDERBERRY RD N WOODLARK LN 797.30 50.00 4,650.83 44.10 3900 3900 - DICKSON ST + Others EM/FWM+Mod Overlay Alsphalt Major Collector 12,552.59 56.60 $125,525.00 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-3324-1 W DICKSON ST N POWERHOUSEAVE N UNIVERSITYAVE 426.50 31.00 1,542.59 51.90 STR-3340-1 W DICKSON ST N BLOCK AVE N SAINT CHARLES AVE 91.00 26.00 276.03 72.20 Page: 5 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2022 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: STR-3342-1 W DICKSON ST N EASTAVE N BLOCKAVE 271.80 20.00 634.22 49.10 STR-3331-1 W DICKSON ST N SHIPLEYALY N SCHOOL AVE 184.80 38.00 819.32 67.80 STR-3333-1 W DICKSON ST N LOCUST AVE N CAMPBELL AVE 133.70 39.00 608.40 62.30 STR-3335-1 W DICKSON ST N THOMPSON AVE N LOCUST AVE 208.20 22.00 534.36 64.70 STR-2515-1 W DICKSON ST N UNIVERSITYAVE NARKANSASAVE 117.80 39.00 536.03 71.90 STR-3326-1 W DICKSON ST N WESTAVE W DICKSON ST 215.70 25.00 629.17 78.10 STR-3329-1 W DICKSON ST N SCHOOL AVE N WESTAVE 367.90 50.00 2,146.11 57.30 STR-3336-1 W DICKSON ST N CHURCH AVE N THOMPSON AVE 169.20 39.00 769.82 54.40 STR-65879-1 W DICKSON ST W DICKSON ST N GREGG AVE 133.80 29.00 456.59 48.10 STR-3344-1 W DICKSON ST N HIGHLAND AVE N EAST AVE 170.30 36.00 715.20 43.10 STR-3347-1 E DICKSON ST ALLEY 21 N COLLEGE AVE 234.10 37.00 1,010.51 53.10 STR-3338-1 W DICKSON ST ALLEY 150 N CHURCH AVE 185.60 38.00 822.91 49.40 STR-3345-1 E DICKSON ST N HIGHLAND AVE ALLEY 21 111.40 37.00 480.79 42.60 STR-30148-1 W DICKSON ST N CAMPBELL AVE N SHIPLEYALY 36.80 36.00 154.60 75.10 STR-1506004-1 W DICKSON ST W DICKSON ST W DICKSON ST 24.30 29.00 82.17 39.30 STR-30143-1 W DICKSON ST N SAINT CHARLES AVE ALLEY 150 92.30 31.00 333.77 63.10 4350 4350 - CHARLESTON XING EM/FWM+Mod Overlay Atphalt Local 3,405.68 44.10 $31,502.00 Subseq Code: Street: From Street., To Street: Length: Width: Total Area: Current PCI: STR-1404-1 N CHARLESTON XING EOP E FREDRICKSBURG CIR 931.10 31.26 3,405.68 44.40 90170 90170 - WEST AVE EM/FWM+Mod Overlay Asphalt Major Collector 4,596.15 32.50 $45,961.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3642-1 S WESTAVE S WESTAVE W SOUTH ST 602.00 27.00 1,852.05 31.60 STR-3691-1 S WESTAVE W SOUTH ST W PRAIRIE ST 519.80 27.00 1,596.60 32.90 STR-3579-1 S WESTAVE W MOUNTAIN ST S WESTAVE 372.90 27.00 1,147.50 35.10 99995 99995 - RAZORBACK RD EM/FWM+Mod Overlay Alsphalt Minor Arterial 19,224.86 1.00 $197,054.00 Subsea Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-2373-1 S RAZORBACK RD W MARTIN LUTHER KING JR BLV W INDIAN TRL 331.50 64.00 2,357.33 STR-1506235-1 S RAZORBACK RD EOP EOP 321.00 65.00 2,318.33 STR-1506237-1 S RAZORBACK RD S RAZORBACK RD S RAZORBACK RD 453.10 28.00 1,409.64 STR-1506238-1 S RAZORBACK RD S RAZORBACK RD S RAZORBACK RD 640.50 29.00 2,063.83 STR-1506255-1 S RAZORBACK RD S RAZORBACK RD WATHLETIC DR 40.00 32.50 144.44 STR-9453-1 S RAZORBACK RD S RAZORBACK RD S RAZORBACK RD 640.70 29.00 2,064.48 STR-1506246-1 S RAZORBACK RD S RAZORBACK RD W BAUM DR 43.50 31.00 149.83 STR-1506247-1 S RAZORBACK RD W BAUM DR S RAZORBACK RD 43.80 31.00 150.87 STR-1506260-1 S RAZORBACK RD S RAZORBACK RD S RAZORBACK RD 310.70 28.00 966.62 STR-1506261-1 S RAZORBACK RD S RAZORBACK RD S RAZORBACK RD 373.10 25.00 1,036.39 Page: 6 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2022 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: STR-1506249-1 S RAZORBACK RD W BAUM DR S RAZORBACK RD 43.40 31.00 149.49 STR-1506256-1 S RAZORBACK RD WATHLETIC DR S RAZORBACK RD 59.10 32.50 213.42 STR-1506258-1 S RAZORBACK RD WATHLETIC DR S RAZORBACK RD 40.20 32.50 145.17 STR-6082-1 S RAZORBACK RD W INDIAN TRL S RAZORBACK RD 408.50 25.00 1,134.72 STR-9454-1 S RAZORBACK RD S RAZORBACK RD S RAZORBACK RD 453.80 25.00 1,260.56 STR-1505996-1 S RAZORBACK RD S RAZORBACK RD S RAZORBACK RD 283.90 34.00 1,072.51 STR-1506239-1 S RAZORBACK RD S RAZORBACK RD W INDIAN TRL 408.90 31.00 1,408.43 STR-1506241-1 S RAZORBACK RD S RAZORBACK RD S RAZORBACK RD 221.30 38.00 934.38 STR-1506248-1 S RAZORBACK RD S RAZORBACK RD W BAUM DR 43.80 0 31.00 STR-1506257-1 S RAZORBACK RD S RAZORBACK RD WATHLETIC DR 59.10 32.50 213.42 10420 10420 - OLD WIRE RD WC 87 EM/FWM+Mod Overlay Atphalt Major Collector 6,101.20 47.60 $71,689.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-1148-1 N OLD WIRE RD N OLD WIRE RD N OLD WIRE RD 2,490.30 21.00 6,101.20 48.00 10640 10640 - PORTER RD EM/FWM+Mod Overlay 2�lsphalt Major Collector 8,777.40 50.70 $103,134.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-5496-1 N PORTER RD W SKYLER DR W HOUSTON ST 508.10 26.00 1,541.22 50.10 STR-2491-1 N PORTER RD W HOLLY ST W LAWSON ST 181.60 26.00 550.91 51.40 STR-2565-1 N PORTER RD W VALLEY DR W HATFIELD ST 54.60 22.00 140.19 27.80 STR-5352-1 N PORTER RD W LAWSON ST W CORNERSTONE PL 168.80 26.00 512.06 47.60 STR-2095-1 N PORTER RD W SYCAMORE ST W DEANE ST 396.90 23.00 1,065.03 54.60 STR-5495-1 N PORTER RD W MEGAN DR W SKYLER DR 275.80 26.00 836.62 55.60 STR-4082-1 N PORTER RD W CORNERSTONE PL W MEGAN DR 342.40 26.00 1,038.56 48.20 STR-1568-1 N PORTER RD W HATFIELD ST W HOLLY ST 358.00 25.00 1,044.17 37.50 STR-1583-1 N PORTER RD W WEDINGTON DR W VALLEY DR 418.20 22.00 1,073.36 46.90 STR-1973-1 N PORTER RD W HOUSTON ST W SYCAMORE ST 334.40 25.00 975.28 71.90 11620 11620 - 15TH ST EM/FWM+Mod Overlay Atphalt Major Collector 3,382.00 52.30 $39,738.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-51175-1 W 15TH ST S DEBRIYN DR W 15TH ST 332.00 24.00 935.33 50.20 STR-4153-1 W 15TH ST S RAZORBACK RD S DEBRIYN DR 795.50 24.00 2,227.47 54.20 STR-66259-1 W 15TH ST W 15TH ST ROUNDABOUT 78.30 24.00 219.20 48.70 12660 12660 - ROBERTS RD WC 170 EM/FWM+Mod Overlay Atphalt Minor Collector 4,545.34 52.90 $52,271.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-6002-1 S ROBERTS RD E HUNTSVILLE RD S ROBERTS RD 727.30 19.00 1,612.15 53.80 STR-6016-1 S ROBERTS RD S ROBERTS RD S ROBERTS RD 334.40 27.00 1,029.30 45.10 STR-6027-1 S ROBERTS RD S ROBERTS RD E EASTPOINT DR 145.40 22.00 373.14 66.70 STR-6028-1 S ROBERTS RD S ROBERTS RD S ROBERTS RD 264.10 27.00 812.40 48.00 Page: 7 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2022 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: STR-6029-1 S ROBERTS RD S ROBERTS RD S ROBERTS RD 104.50 19.00 231.69 54.90 STR-6000-1 S ROBERTS RD S ROBERTS RD S SAG HARBOR AVE 63.10 25.00 184.03 82.10 STR-6026-1 S ROBERTS RD E EASTPOINT DR S ROBERTS RD 136.50 19.00 302.63 58.10 13040 13040 - APPLEBY RD EM/FWM+Mod Overlay Atphalt Minor Collector 3,787.45 53.50 $43,555.00 Subseg Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-7307-1 WAPPLEBYRD N BOB YOUNKIN DR N QUAIL CREEK DR 275.20 20.00 642.12 47.10 STR-1505985-1 WAPPLEBYRD WAPPLEBYRD NGREGGAVE 297.50 20.00 694.22 42.60 STR-1057-1 WAPPLEBYRD N DORCHESTER DR WAPPLEBYRD 438.60 20.00 1,056.44 53.70 STR-1065-1 WAPPLEBYRD N QUAIL CREEK DR N DORCHESTER DR 597.70 20.00 1,394.67 62.70 13485 13485 - LAFAYETTE ST EM/FWM+Mod Overlay Asphalt Major Collector 1,829.43 46.10 $21,495.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3167-1 W LAFAYETTE ST N GREGG AVE ALLEY 624 274.80 30.00 961.83 49.40 STR-2672-1 W LAFAYETTE ST ALLEY 624 N ARKANSAS AVE 274.90 27.00 867.60 43.30 2400 2400 - APPLEBY RD EM/FWM+Mod Overlay 2llsphalt Minor Collector 10,598.11 56.10 $121,878.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-10321-1 EAPPLEBYRD N MCKEE CIR E APPLEBY RD 165.50 28.00 540.71 64.50 STR-66145-1 EAPPLEBYRD EAPPLEBYRD NCOLLEGE AVE 206.00 28.00 672.93 60.30 STR-1123-1 EAPPLEBYRD ECYDNEEST EAPPLEBYRD 502.90 29.00 1,701.49 56.90 STR-1126-1 EAPPLEBYRD E BISHOP DR COUNTRY LN 97.80 28.00 319.51 43.30 STR-1131-1 EAPPLEBYRD E APPLEBY RD E APPLEBY RD 329.50 28.00 1,108.49 60.90 STR-1127-1 EAPPLEBYRD COUNTRY LN COUNTRY LN 180.40 29.00 610.29 56.00 STR-1128-1 EAPPLEBYRD COUNTRYLN NFIESTA DR 430.80 29.00 1,457.57 50.00 STR-1130-1 EAPPLEBYRD N FIESTA DR N WAYNE DR 148.20 29.00 501.38 57.80 STR-1135-1 EAPPLEBYRD N WAYNE DR N MCKEE CIR 636.30 29.00 2,152.77 55.20 STR-902-1 EAPPLEBYRD E JASON DR E CYDNEE ST 453.10 29.00 1,532.97 58.70 3205 3205 - MOUNTAIN ST EM/FWM+Mod Overlay Atphalt Major Collector 1,991.60 58.90 $23,401.00 Subseq Code: Street: From Street: To Street: Length: Width: Tota/Area: Current PCI: STR-3543-1 E MOUNTAIN ST W MOUNTAIN ST ALLEY 36 208.00 36.00 873.60 55.60 STR-3546-1 E MOUNTAIN ST ALLEY 36 S COLLEGE AVE 319.50 30.00 1,118.00 62.10 8600 8600 - DOUBLE SPRINGS RD EM/FWM+Mod Overlay Atphalt Minor Arterial 7,808.81 73.50 $95,657.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-1688-1 N DOUBLE SPRINGS RD W GREENS CHAPEL RD WABILENE DR 1,025.10 37.00 4,424.99 76.00 STR-2654-1 N DOUBLE SPRINGS RD W SUMTER DR W EL PASO DR 35.90 27.00 113.10 75.10 STR-1559-1 N DOUBLE SPRINGS RD W NICOLE LN W WEDINGTON DR 336.80 23.00 903.77 53.50 STR-2636-1 N DOUBLE SPRINGS RD W EL PASO DR W COPPER RIDGE LN 383.60 27.00 1.208.40 76.20 Page: 8 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2022 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: STR-2692-1 N DOUBLE SPRINGS RD WABILENE DR W SUMTER DR 248.10 25.00 723.61 78.30 STR-7296-1 N DOUBLE SPRINGS RD W COPPER RIDGE LN W NICOLE LN 177.50 21.00 434.94 78.80 8620 8620 - DOUBLE SPRINGS RD EM/FWM+Mod Overlay Asphalt Minor Arterial 6,654.93 51.40 $81,522.00 Subseq Code: Street: From Street., To Street: Length: Width: Tota/Area: Current PCI: STR-3021-1 N DOUBLE SPRINGS RD W MESA ST W PERSIMMON ST 479.40 22.00 1,230.41 47.90 STR-1687-1 N DOUBLE SPRINGS RD W PERSIMMON ST W GREENS CHAPEL RD 619.00 37.00 2,672.02 60.90 STR-3110-1 N DOUBLE SPRINGS RD W SILVERTHORNE RD W LIMERICK WAY 589.10 23.00 1,580.74 43.40 STR-3139-1 N DOUBLE SPRINGS RD W DOT TIPTON RD W SILVERTHORNE RD 298.60 25.00 870.97 48.10 STR-65903-1 N DOUBLE SPRINGS RD W LIMERICK WAY W MESA ST 117.20 22.00 300.79 42.80 90080 90080 - FINGER RD WC 411 EM/FWM+Mod Overlay Alsphalt Major Collector 10,888.05 52.00 $127,934.00 Subseg Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-9484-1 S FINGER RD S FINGER RD S PLUMBEROSA DR 414.60 27.00 1,277.25 62.70 STR-9483-1 S FINGER RD W MARTIN LUTHER KING JR BLV S FINGER RD 344.30 27.00 1,057.20 62.30 STR-4402-1 S FINGER RD S PLUMBEROSA DR W FINGER RD 2,782.50 27.00 8,553.60 49.60 10705 10705 - CARDWELL LN FWM+Thick Overlay >2.Asphalt Local 1,130.96 50.00 $13,854.00 Subseq Code: Street: From Street: To Street: Lenqth: Width: Total Area: Current PCI: STR-3008-1 W CARDWELL LN N RAZORBACK RD N OLIVER AVE 421.50 23.00 1,130.96 50.30 9845 9845 - SHADY AVE + OTHERS FWM+Thick Overlay >2.fdksphalt Local 3,518.73 49.80 $43,104.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3077-1 N SHADYAVE W ILA ST W LOUISE ST 320.50 25.00 934.72 48.00 STR-3082-1 N LINCOLN AVE W ILA ST W LOUISE ST 330.30 18.00 693.60 54.60 STR-1600-1 N LINCOLN AVE W MAPLE ST W ILA ST 325.30 21.00 796.95 47.70 STR-1592-1 N SHADYAVE W MAPLE ST W ILA ST 323.20 29.00 1,093.46 50.70 10080 10080 - MCCONNELLAVE + Others FWM+Thick Overlay >2.Qtsphalt Minor Collector 10,124.40 29.20 $174,645.00 Subseq Code: Street: From Street: To Street: Lenqth: Width: Total Area: Current PCI: STR-814-1 N MCCONNELL AVE W KNAPP ST W BURR OAK DR 1,709.40 25.00 4,985.69 25.50 STR-939-1 N MCCONNELL AVE W BURR OAK DR W RED TIP DR 406.00 24.00 1,136.80 28.60 STR-1176-1 W DRAKE ST N GARLAND AVE N MCCONNELL AVE 837.20 21.00 2,051.12 36.20 STR-5663-1 N MCCONNELL AVE W RED TIP DR N MCCONNELL AVE 293.00 29.00 991.32 33.60 STR-5664-1 N MCCONNELL AVE N MCCONNELL AVE W DRAKE ST 293.70 28.00 959.47 33.10 12900 12900 - STADIUM DR + Others FWM+Thick Overlay >2.Asphalt Minor Collector 4,051.11 36.80 $69,881.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-965-1 S STADIUM DR W BULLDOG BLVD W CARLSON DR 370.30 25.00 1,080.00 39.90 STR-3736-1 S STADIUM DR W CARLSON DR W MARTIN LUTHER KING JR BLL 727.60 35.00 2,971.11 36.20 10040 10040 - MCMILLAN DR + Others Microsurface/Chip Seal Asphalt Local 6,463.61 80.10 $23,268.00 Page: 9 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2022 Superseq Code: Subseq Code: STR-5231-1 STR-5232-1 STR-5019-1 STR-5018-1 Superseq Desc: Street: N PAMANGUS DR W MCMILLAN DR N MARINONI DR W MCMILLAN DR Rehab: Pavement: From Street. EOP N PAMANGUS DR W MCMILLAN DR N MARINONI DR Classification: To Street: W MCMILLAN DR N FUTRALL DR W WEDING TON DR N PAMANGUS DR Area: Length: 352.40 693.30 211.00 822.40 Width: 27.00 25.00 34.00 26.00 Begin PCI: Total Area: 1,110.00 2,022.08 836.97 2,494.56 Total Cost: Current PCI: 83.80 76.30 80.00 82.00 7460 7460 - VANIKE DR + Others Microsurface/Chip Seal Asphalt Local 16,591.17 80.10 $59,728.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-12957-1 N VERONA LN W MIRAMAR DR W IKA LN 812.10 23.00 2,179.13 84.70 STR-12958-1 NAZUREAVE W MIRAMAR DR W IKA LN 564.30 20.00 1,316.67 86.10 STR-12959-1 W VERONA LN N BENTLEY RDG W IKA LN 623.50 20.00 1,454.78 79.60 STR-7598-1 N NEVERMORE LN W VANIKE DR EOP 118.90 23.00 320.98 85.80 STR-12962-1 W MIRAMAR DR N BENTLEY RDG N AZURE AVE 369.10 26.00 1,119.59 82.40 STR-12970-1 N BENTLEY RDG W MIRAMAR DR W IKA LN 551.10 25.00 1,607.36 79.80 STR-30197-1 W MIRAMAR DR N VERONA LN N RAVEN LN 297.40 25.00 867.36 72.30 STR-7596-1 W VANIKE DR N NEVERMORE LN W TOPAZ DR 380.60 25.00 1,110.14 84.30 STR-7597-1 W VANIKE DR W TOPAZ DR EOP 225.20 35.72 940.82 67.10 STR-7355-1 W TOPAZ DR W TIGER EYE DR N RAVEN LN 768.40 25.00 2,241.11 78.90 STR-7356-1 W TOPAZ DR W VANIKE DR W TIGER EYE DR 516.80 25.00 1,507.36 81.60 STR-12969-1 W MIRAMAR DR NAZUREAVE N VERONA LN 346.10 26.00 1,049.82 77.70 STR-12971-1 N BENTLEY RDG W IKA LN W VERONA LN 288.80 26.00 876.05 80.40 7580 7580 - DOWNS AVE + Others Microsurface/Chip Seal Asphalt Local 11,169.01 80.40 $40,208.00 Subsea Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-5536-1 W MARSH ST N DOWNS AVE N BERMUDA AVE 422.20 26.00 1,280.64 81.10 STR-2116-1 W CRYSTAL DR N SALEM RD N HAY MEADOWS AVE 169.10 23.00 453.74 85.40 STR-5533-1 W SWEETGRASS RD N DOWNS AVE N BERMUDA AVE 429.20 20.00 1,001.44 81.50 STR-5534-1 N HAY MEADOWS AVE W MARSH ST W BENTGRASS RD 88.30 24.00 247.20 80.20 STR-5467-1 W BENTGRASS RD N SALEM RD N HAY MEADOWS AVE 168.90 24.00 472.93 85.70 STR-5468-1 N HAY MEADOWS AVE W BENTGRASS RD W CRYSTAL DR 556.10 26.00 1,686.82 79.20 STR-5539-1 N BERMUDA AVE W MARSH ST W SWEETGRASS RD 457.80 24.00 1,281.87 83.60 STR-5540-1 N BERMUDA AVE W SWEETGRASS RD W GROUSE RD 277.70 27.00 874.80 84.20 STR-5541-1 N DOWNSAVE W MARSH ST W SWEETGRASS RD 470.80 22.00 1,208.41 77.80 STR-5542-1 N DOWNS AVE W SWEETGRASS RD W GROUSE RD 278.30 21.00 681.80 68.50 STR-4102-1 N HAY MEADOWS AVE W CRYSTAL DR W GROUSE RD 78.60 26.00 238.48 77.00 STR-4103-1 W GROUSE RD N HAY MEADOWS AVE N DOWNS AVE 266.60 24.00 746.53 79.20 STR-5535-1 W MARSH ST N HAY MEADOWS AVE N DOWNS AVE 263.60 24.00 738.13 84.80 STR-5544-1 N DOWNS AVE EOP W MARSH ST 108.90 20.00 256.22 80.00 Page: 10 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2022 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: 8240 8240 - HOSTA DR + Others Microsurface/Chip Seal Asphalt Local 19,762.13 80.10 $71,143.00 Subseg Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-5605-1 W CONEFLOWER PL EOP N HOSTA DR 207.90 35.88 876.09 62.00 STR-5607-1 W BLUE MIST CT EOP N HOSTA DR 200.50 37.27 877.95 78.70 STR-10413-1 W TUPELO WAY N MONTANA AVE N CORNWALL AVE 365.60 21.00 895.77 78.90 STR-10414-1 N SILK ROSE AVE EOP W MORNING MIST DR 529.20 27.00 1,674.15 79.30 STR-10415-1 W MORNING MIST DR N SILK ROSE AVE N MONTANA AVE 317.00 25.00 924.59 74.70 STR-6018-1 N MONTANA AVE N MONTANA AVE W SILVERMIST PL 172.90 25.00 504.31 84.90 STR-10406-1 N MONTANA AVE W SILVERMIST PL W WYOMING DR 307.10 25.00 895.70 82.60 STR-10407-1 N MONTANA AVE W WYOMING DR W TUPELO WAY 210.20 24.00 588.53 77.60 STR-5608-1 N HOSTA DR W BLUE MIST CT W MORNING MIST DR 330.30 27.00 1,040.40 89.00 STR-4351-1 N HOSTA DR W MORNING MIST DR EOP 463.20 31.65 1,713.82 83.00 STR-5602-1 N HOSTA DR W MOUNT COMFORT RD W WATER LILLY CT 240.60 26.00 729.88 83.10 STR-5603-1 W WATER LILLY CT EOP N HOSTA DR 205.20 36.97 890.84 68.30 STR-10409-1 W SILVERMIST PL EOP N MONTANA AVE 326.30 28.76 1,102.48 85.90 STR-10411-1 N CORNWALL AVE W SILVERMIST PL W TUPELO WAY 466.90 20.00 1,089.45 83.00 STR-10408-1 N MONTANA AVE W TUPELO WAY W MORNING MIST DR 442.80 24.00 1,239.87 79.80 STR-10410-1 W SILVERMIST PL N MONTANA AVE N CORNWALL AVE 304.50 20.00 710.56 83.50 STR-10412-1 W WYOMING DR EOP N MONTANA AVE 322.10 29.00 1,096.04 82.20 STR-5604-1 N HOSTA DR W WATER LILLY CT W CONEFLOWER PL 354.10 26.00 1,074.09 84.40 STR-5606-1 N HOSTA DR W CONEFLOWER PL W BLUE MIST CT 314.30 26.00 953.34 86.70 STR-4350-1 W MORNING MIST DR N HOSTA DR N SILK ROSE AVE 315.80 24.00 884.27 73.00 2385 2385 - APPLEBY RD PCC Localized Rhb Concrete Major Collector 4,917.02 61.20 $74,984.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-1066-1 EAPPLEBYRD N NORTHHILLS BLVD E JASON DR 484.00 42.00 2,371.60 64.00 STR-7306-1 EAPPLEBYRD N NORTHHILLS BLVD N BOB YOUNKIN DR 681.80 32.00 2,545.42 59.00 11980 11980 - STONE ST Super Thin 3/4" Overlay Mphalt Local 1,366.02 72.00 $7,649.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3623-1 W STONE ST S EASTERN AVE S LEWIS AVE 354.80 33.00 1,366.02 72.30 9640 9640 - OAK BAILEY DR + Others Super Thin 3/4" Overlay A!sphalt Minor Collector 6,466.33 67.90 $29,098.00 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-911-1 N OAK BAILEY DR N WARWICK DR N WARWICK DR 50.20 28.00 163.96 79.20 STR-1151-1 N OAK BAILEY DR N STRAWBERRY DR N OAK BAILEY DR 365.20 28.00 1,192.96 76.20 STR-910-1 N OAK BAILEY DR N WARWICK DR N KATHERINE AVE 242.50 28.00 792.24 74.80 STR-1102-1 N KATHERINEAVE N OAK BAILEY DR N WROXTON CT 585.10 30.00 2,047.83 58.30 STR-65867-1 N OAK BAILEY DR N OAK BAILEY DR N WARWICK DR 312.70 28.00 1.021.53 73.30 Page: 11 Model Details with Selected Supersegments/Subsegments by Year Model Year: 2022 121612021 9:12 AM Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: STR-241-1 N OAK BAILEY DR N OLD WIRE RD N STRAWBERRYDR 368.80 29.00 1,247.81 66.90 Page: 12 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2023 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: 1660 1660 - ALLEY 697 ACP Full Depth ReconstAisphalt Alley 779.10 11.40 $35,059.50 Subseg Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3315-1 ALLEY 697 E DOG WOOD LN EOP 371.00 18.00 779.10 12.60 1200 1200 - ALLEY 172 EM+Thin Overlay 1.5-2.0asphalt Alley 473.96 60.50 $2,606.78 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-29692-1 ALLEY 172 N WASHINGTON AVE N TRENTAVE 253.90 16.00 473.96 62.10 1620 1620 - ALLEY 624 EM+Thin Overlay 1.5-2.0asphalt Alley 343.33 61.60 $1,888.32 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-28224-1 ALLEY 624 W LAFAYETTE ST W REAGAN ST 294.30 10.00 343.33 63.20 10065 10065 - TAHOE PL EM/FWM+Mod Overlay 2llsphalt Local 1,610.13 50.00 $17,711.43 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-491-1 N TAHOE PL W WEDINGTON DR PUBLIC 1180 287.50 48.00 1,610.13 52.00 11160 11160 - TIMBERLINE DR + Others EM/FWM+Mod Overlay 2llsphalt Local 8,384.91 53.30 $92,234.01 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-2272-1 N TIMBERLINE DR N SALEM RD N COLORADO DR 139.10 35.00 567.97 63.50 STR-2233-1 N TIMBERLINE DR WANNEST W WOODFIELD WAY 265.90 30.00 930.67 53.00 STR-2133-1 N TIMBERRIDGE CT N TIMBERLINE DR EOP 313.50 36.52 1,341.98 46.40 STR-2266-1 N TIMBERLINE DR N COLORADO DR WANNE ST 427.40 29.00 1,445.97 59.40 STR-337-1 N TIMBERLINE DR W WOODFIELD WAY N TIMBERRIDGE CT 295.20 30.00 1,033.17 57.30 STR-566-1 N WEATHERWOOD CT EOP WANNE ST 231.60 36.57 995.81 61.00 STR-2132-1 N TIMBERLINE DR N TIMBERRIDGE CT W OAKFIELD ST 329.20 29.00 1,113.76 47.10 STR-2239-1 WANNEST N WEATHERWOOD CT N TIMBERLINE DR 292.50 28.00 955.58 60.90 11780 11780 - BULLDOG BLVD + Others EM/FWM+Mod Overlay Alsphalt Local 6,774.98 51.10 $74,524.78 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-3630-1 W BULLDOG BLVD W BULLDOG BLVD S STADIUM DR 348.30 20.00 812.67 53.70 STR-3632-1 W BULLDOG BLVD S BUCHANAN AVE W BULLDOG BLVD 650.80 35.00 2,657.47 52.40 STR-2117-1 S BUCHANAN AVE W BULLDOG BLVD S DUNCAN AVE 950.20 28.00 3,103.96 54.70 STR-7208-1 S DUNCANAVE S DUNCAN AVE W MARTIN LUTHER KING JR BLL 101.30 17.00 200.88 40.30 12000 12000 - CUNNINGHAM LN + Others EM/FWM+Mod Overlay 2llsphalt Local 1,412.05 51.10 $15,532.55 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-5427-1 S JARNAGAN ST S JARNAGAN ST E HUNTSVILLE RD 353.40 16.00 659.65 66.20 STR-5428-1 S CUNNINGHAM LN S CUNNINGHAM LN E HUNTSVILLE RD 358.30 18.00 752.40 41.80 12120 12120 - DUNN AVE + Others EM/FWM+Mod Overlay Alsphalt Local 7,020.27 51.60 $77,222.97 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: Page: 13 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2023 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: STR-8978-1 S LT COL LEROY POND AVE PUBLIC 987 W NATIONAL ST 35.30 27.00 111.15 44.20 STR-3916-1 W 11 TH ST S SCHOOL AVE W 11 TH ST 172.60 25.00 503.47 64.50 STR-2420-1 W NATIONAL ST S DUNN AVE S LT COL LEROY POND AVE 248.00 32.00 925.87 47.80 STR-3992-1 S DUNN AVE W 11TH ST W 13TH ST 685.90 29.00 2,320.64 56.00 STR-3912-1 W 11TH ST W 11TH ST S WESTAVE 201.40 23.00 540.37 69.10 STR-3914-1 W 11 TH ST S WEST AVE S DUNN AVE 357.50 25.00 1,042.78 63.00 STR-3909-1 S DUNN AVE WNATIONAL ST W 11TH ST 465.80 29.00 1,575.99 39.80 13860 13860 - RIDGEWAY DR EM/FWM+Mod Overlay Alsphalt Local 3,885.96 52.00 $42,745.56 Subsea Code: Street: From Street., To Street: Length: Width: Total Area: Current PCI: STR-2468-1 W RIDGEWAY DR N CRESTWOOD DR E RIDGEWAY DR 519.20 17.00 1,029.73 63.10 STR-2678-1 W RIDGEWAY DR N VIEWPOINT DR N CRESTWOOD DR 1,288.50 19.00 2,856.23 50.80 1960 1960 - WILLOW AVE + Others EM/FWM+Mod Overlay Alsphalt Local 5,150.57 50.00 $56,656.27 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3241-1 S WILLOWAVE S WALKER RD E HUNTSVILLE RD 170.20 22.00 436.82 53.50 STR-5277-1 S COMBS AVE E HUNTSVILLE RD E 4TH ST 572.80 23.00 1,537.04 46.70 STR-3705-1 S WASHINGTON AVE E SOUTH ST E 4TH ST 553.30 15.00 968.25 41.70 STR-3706-1 E 4TH ST S WASHINGTON AVE S COMBS AVE 192.40 24.00 538.67 62.70 STR-3712-1 E 4TH ST S COMBS AVE S WILLOWAVE 167.90 17.00 333.01 66.00 STR-3660-1 S WILLOWAVE E ROCK ST S WALKER RD 572.90 20.00 1,336.78 57.00 2060 2060 - HILLCRESTAVE EM/FWM+Mod Overlay Alsphalt Local 3,660.05 53.30 $40,260.55 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-2579-1 N HILLCRESTAVE EABSHIER DR E WOODCREST DR 399.60 24.00 1,118.93 45.30 STR-2513-1 N HILLCRESTAVE E WOODCREST DR E NATURAL WAY 600.00 22.00 1,540.00 51.50 STR-2644-1 N HILLCRESTAVE E OAKWOOD ST EABSHIER DR 408.60 21.00 1,001.12 72.60 2080 2080 -ABSHIER DR EM/FWM+Mod Overlay Alsphalt Local 1,251.33 53.30 $13,764.63 Subsea Code: Street: From Street., To Street: Length: Width: Total Area: Current PCI: STR-2580-1 EABSHIER DR E NOBLE LN N HILLCRESTAVE 536.30 20.00 1,251.33 55.30 2340 2340 - HOPE ST + Others EM/FWM+Mod Overlay Alsphalt Local 11,859.05 52.20 $130,449.55 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-5269-1 E APPLEBURY DR E HOPE ST EOP 311.50 27.32 992.91 34.90 STR-490-1 E HOPE ST N KINGS DR N EASTWOOD DR 406.50 25.00 1,185.56 48.90 STR-489-1 N EASTWOOD DR E HOPE ST E MISSION BLVD 691.20 28.00 2,257.89 57.10 STR-458-1 E COLUMBUS PL E COLUMBUS BLVD EOP 440.10 24.70 1,267.96 57.00 STR-2661-1 E HOPE ST N EASTWOOD DR EAPPLEBURYDR 1,491.00 28.00 4,870.60 55.10 STR-2684-1 E COLUMBUS BLVD E COLUMBUS PL N EASTWOOD DR 458.60 24.00 1,284.13 64.10 Page: 14 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2023 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: 2560 2560 - CLEBURN ST + Others EM/FWM+Mod Overlay Atphalt Local 4,792.09 50.70 $52,712.99 Subseg Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-2828-1 E BAXTER LN N WILLOWAVE EOP 790.10 15.00 1,382.67 38.00 STR-2868-1 E CLEBURN ST N WILLOWAVE N FRITZ DR 404.90 24.00 1,133.73 48.50 STR-2864-1 N WILLOWAVE E CLEBURN ST E BAXTER LN 303.30 15.00 530.75 51.50 STR-2865-1 E CLEBURN ST N COLLEGE AVE N WILLOWAVE 787.10 19.00 1,744.94 67.80 3120 3120 - CAROLYN DR + Others EM/FWM+Mod Overlay Atphalt Local 4,611.94 50.00 $50,731.34 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-2551-1 E CAROLYN DR N L UNSFORD AVE N CAROLYN DR 664.90 21.00 1,629.02 54.30 STR-2548-1 N CAROLYN DR E CAROLYN DR E HAMMOND ST 452.60 18.00 950.50 52.30 STR-2194-1 E VIEWPOINT DR N VIEWPOINT DR E MISSION BLVD 600.70 29.00 2,032.42 50.10 3280 3280 - ROCK ST + Others EM/FWM+Mod Overlay A5phalt Local 6,781.81 53.70 $74,599.91 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-3596-1 E ROCK ST S EAST AVE ALLEY 36 199.70 22.00 512.60 74.70 STR-3591-1 W ROCK ST S BLOCKAVE S CHURCH AVE 370.40 28.00 1,209.91 39.30 STR-3594-1 W ROCK ST S EAST AVE S BLOCK AVE 270.60 22.00 694.59 75.20 STR-4711-1 E ROCK ST S WILLOWAVE S WALKER RD 894.40 18.00 1,878.20 49.30 STR-3620-1 E ROCK ST S WALKER RD S KNERR DR 812.40 18.00 1,706.00 60.20 STR-3598-1 E ROCK ST ALLEY 36 S COLLEGEAVE 304.10 22.00 780.51 58.30 4120 4120 - EMERSON LN + Others EM/FWM+Mod Overlay Atphalt Local 3,751.30 51.00 $41,264.30 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-2729-1 N THOREAU LN E EMERSON LN E BRYAN LN 224.60 25.00 655.14 45.80 STR-2733-1 E EMERSON LN N MISSION BLVD N THOREAU LN 519.40 28.00 1,696.64 57.90 STR-2981-1 N WOODLAWN DR E ROCKWOOD TRL E WOODLAWN DR 461.40 26.00 1,399.52 50.70 4420 4420 - SHILOH DR + Others EM/FWM+Mod Overlay Atphalt Local 7,218.40 53.80 $79,402.40 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-667-1 N SHILOH DR PUBLIC 3887 E JOYCE BLVD 371.70 25.00 1,084.17 56.60 STR-439-1 N SHILOH DR E JOYCE BLVD E GEORGETOWNE SQUARE DR 476.20 27.00 1,500.00 28.90 STR-407-1 N SHILOH DR E GEORGETOWNE SQUARE DR EOP 390.20 32.00 1,456.71 49.20 STR-674-1 N SHILOH DR EOP PUBLIC 3887 756.50 27.00 2,387.25 75.40 STR-7637-1 E GEORGETOWNE SQUARE DR N SHILOH DR N COLLEGE AVE 103.30 30.00 361.50 83.60 STR-668-1 PUBLIC 3887 N SHILOH DR N COLLEGE AVE 96.70 38.00 428.77 39.30 5760 #N/A EM/FWM+Mod Overlay A5phalt Local 5,860.15 50.80 $64,461.65 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-2745-1 N HILLCRESTAVE E NORTH ST E OAKWOOD ST 541.40 22.00 1,389.54 45.40 Page: 15 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2023 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: STR-452-1 N WASHINGTON AVE E NORTH ST E OAKWOOD ST 534.00 22.00 1,370.60 53.00 STR-2738-1 N WANEETAH AVE E NORTH ST E OAKWOOD ST 540.60 20.00 1,261.44 52.50 STR-2664-1 E OAKWOOD ST N HILLCRESTAVE W LAKERIDGE DR 348.50 19.00 772.56 61.30 STR-2750-1 W LAKERIDGE DR E NORTH ST E OAKWOOD ST 480.90 19.00 1,066.01 56.90 6140 6140 - RIDGEWAY DR + Others EM/FWM+Mod Overlay Alsphalt Local 7,179.48 50.20 $78,974.28 Subseq Code: Street: From Street., To Street: Length: Width: Total Area: Current PCI: STR-486-1 ERIDGEWAYDR PUBLIC 1350 WRIDGEWAYDR 1,202.90 20.00 2,806.78 53.80 STR-2797-1 ERIDGEWAYDR E SHADOWRIDGE DR PUBLIC 1350 11331.80 18.00 2,796.80 56.40 STR-2800-1 ERIDGEWAYDR WRIDGEWAYDR E SHADOWRIDGE DR 517.70 21.00 1,267.00 37.20 STR-2609-1 PUBLIC 1350 E RIDGEWAY DR E SHADOWRIDGE DR 147.10 18.00 308.90 61.60 7100 7100 - NEW BRIDGE RD + Others EM/FWM+Mod Overlay 2llsphalt Major Collector 12,250.25 53.90 $143,940.44 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-2534-1 N 51 ST AVE W WEDING TON DR N SUNSHINE RD 643.00 27.00 2,025.45 60.50 STR-1764-1 W NEW BRIDGE RD N CANNONDALE DR N BATSFORD DR 576.50 28.00 1,883.16 59.80 STR-1939-1 W NEW BRIDGE RD N DESARC WAY N COLONY WAY 568.00 27.00 1,789.20 53.60 STR-5564-1 W NEW BRIDGE RD N FALLBROOK WAY N SUNSHINE RD 190.40 27.00 599.70 67.10 STR-532-1 W NEW BRIDGE RD N COLONY WAY N CANNONDALE DR 325.40 26.00 986.99 51.20 STR-1765-1 W NEW BRIDGE RD N BATSFORD DR N FALLBROOK WAY 401.80 27.00 1,265.70 52.20 STR-1924-1 W NEW BRIDGE RD N SETTLEMENT LN N INDEPENDENCE PL 271.30 28.00 886.20 52.60 STR-1940-1 W NEW BRIDGE RD N INDEPENDENCE PL N DESARC WAY 176.60 27.00 556.35 57.70 STR-1850-1 W NEW BRIDGE RD N TRILLIUM LN N SETTLEMENT LN 645.00 30.00 2,257.50 53.60 7440 7440 - ARCHER DR + Others EM/FWM+Mod Overlay Alsphalt Local 10,701.99 50.90 $117,721.89 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-2970-1 N WATERMANAVE WARCHER DR W CLEVELAND ST 432.30 29.00 1,462.57 50.50 STR-2972-1 WARCHER DR N SAMARA CIR N SANG AVE 588.90 27.00 1,855.05 50.80 STR-2887-1 N ASHWOOD AVE W CLEVELAND ST EOP 241.40 20.00 563.22 65.40 STR-13330-1 N LEWIS AVE W CLEVELAND ST N LEWIS AVE 437.80 22.00 1,123.71 28.80 STR-2973-1 WARCHER DR N WATERMANAVE N SAMARA CIR 248.80 28.00 812.78 80.90 STR-2810-1 W BERRY ST W BERRY ST N SANG AVE 654.50 19.00 1,450.86 53.80 STR-2971-1 N SAMARA CIR WARCHER DR EOP 249.70 38.81 1,130.75 50.90 STR-2876-1 N FOWLERAVE W CLEVELAND ST EOP 424.60 21.00 1,040.32 60.80 STR-2881-1 N CEDARWOOD AVE W CLEVELAND ST EOP 416.30 26.00 1,262.73 51.40 7780 7780 - BOX AVE EM/FWM+Mod Overlay Asphalt Local 2,731.57 51.40 $30,047.27 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-2064-1 N BOXAVE E MISSION BLVD EOP 1,242.20 19.00 2,731.57 53.50 8660 8660 - DUNCAN AVE + Others EM/FWM+Mod Overlay 2l1sphalt Local 2,488.08 51.40 $27,368.88 Page: 16 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2023 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: Subseg Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-3423-1 W CENTER ST N DUNCAN AVE S HARMON AVE 348.50 28.00 1,138.36 39.60 STR-3419-1 N HARMON AVE W CLINTON DR W FAIRVIEW ST 161.40 20.00 376.56 91.40 STR-24534-1 S HARMON AVE S HARMON AVE W CENTER ST 297.90 28.00 973.16 55.20 8740 8740 - SHERYL AVE + Others EM/FWM+Mod Overlay 2llsphalt Local 9,248.45 53.90 $101,732.95 Subseq Code: Street: From Street. To Street: Lenqth: Width: Total Area: Current PCI: STR-1074-1 N ELIZABETH AVE E CORTLAND ST E BRIARCLIFF ST 277.70 29.00 939.60 63.30 STR-1133-1 N ELIZABETHAVE E ROLLING HILLS DR E ETON ST 710.20 28.00 2,319.96 62.20 STR-1100-1 N ELIZABETH AVE E ETON ST E CORTLAND ST 283.80 28.00 927.11 53.90 STR-792-1 N SHERYL AVE E ROLLING HILLS DR E HAROLD ST 1,549.50 28.00 5,061.78 52.20 9020 9020 - TACKETT DR + Others EM/FWM+Mod Overlay Zlsphalt Local 2,545.35 51.90 $27,998.85 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-2735-1 W TACKETT DR N GENEVIEVE AVE EOP 742.20 13.00 1,125.66 43.60 STR-2837-1 N GENEVIEVE AVE EOP W TACKETT DR 721.30 17.00 1,419.69 62.30 9240 9240 - REAGAN ST + Others EM/FWM+Mod Overlay Zlsphalt Local 2,504.79 51.10 $27,552.69 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-2614-1 W REAGAN ST ALLEY 624 N ARKANSAS AVE 279.20 27.00 881.25 43.40 STR-3131-1 N GREGG AVE W REAGAN ST W MAPLE ST 358.20 23.00 961.14 61.80 STR-30172-1 W REAGAN ST N GREGG AVE ALLEY 624 210.30 27.00 662.40 53.90 1080 1080 - ALLEY 13 FWM+Thick Overlay >24tsphalt Alley 634.88 28.50 $8,412.16 Subseq Code: Street: From Street. To Street: Lenqth: Width: Total Area: Current PCI: STR-3115-1 ALLEY 13 E MAPLE ST E DAVIDSON ST 494.70 11.00 634.88 30.50 12220 12220 - MITCHELL ST + Others FWM+Thick Overlay >2.%sphalt Local 4,206.41 29.90 $68,354.16 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3695-1 S GABBARD DR W MITCHELL ST W KAYWOOD LN 242.60 20.00 566.11 38.30 STR-3710-1 S GABBARD DR W KAYWOOD LN EOP 149.00 21.00 365.05 29.50 STR-3240-1 W MITCHELL ST S PHILLIP DR S SANG AVE 216.70 27.00 682.65 52.70 STR-3671-1 S LEWIS AVE W STONE ST W MITCHELL ST 573.30 29.00 1,939.62 25.90 STR-3700-1 W KAYWOOD LN EOP S GABBARD DR 266.50 21.00 652.98 24.40 2020 2020 - 9TH ST PCC Mod Pnl Rep <20%Concrete Local 788.00 53.20 $35,066.00 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-652-1 E 9TH ST S COLLEGE AVE S WASHINGTON AVE 337.70 20.00 788.00 54.60 5520 5520 - MEADOWCLIFF DR PCC Mod Pnl Rep <200/.Concrete Local 994.38 51.20 $44,249.91 Subseq Code: Street: From Street. To Street: Lenqth: Width: Total Area: Current PCI: Page: 17 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2023 Superseq Code: Superseq Desc: STR-961-1 E MEADOWCLIFF DR Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: N ELIZABETH AVE N CENTERWOOD RD 293.90 29.00 994.38 52.60 11860 11860 - CENTENNIAL PARK LN + Others Super Thin 3/4" Overlay ksphalt Local 4,213.71 70.50 $23,596.78 Subseg Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-9817-1 W SCOTTSWOOD PL ALLEY 2900 EOP 81.30 63.61 614.10 79.50 STR-3784-1 S GREEN POINT TRCE W OLD FARMINGTON RD EOP 432.00 34.99 1,771.16 72.60 STR-9816-1 W SCOTTSWOOD PL W OLD FARMINGTON RD ALLEY 2900 176.00 21.00 431.20 82.10 STR-1505812-1 S MOUNT MILLSAP LN EOP EOP 743.30 15.00 1,397.25 65.40 Page: 18 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2024 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: 9660 9660 - LAKE SEQUOYAH SPUR ACP Full Depth ReconstAisphalt Local 3,029.57 14.90 $151,478.50 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-5736-1 N LAKE SEQUOYAH SPUR N LAKE SEQUOYAH SPUR EOP 1,025.70 12.00 1,436.00 4.40 STR-6052-1 N LAKE SEQUOYAH SPUR E ETHEL AVE N LAKE SEQUOYAH SPUR 718.90 19.00 1,593.57 29.30 11920 11920 - SELLE DR + Others EM/FWM+Mod Overlay At phalt Local 4,262.49 52.20 $46,887.39 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-4457-1 W LAURA LEE ST S EMMA AVE S COLEMAN AVE 340.60 26.00 1,033.21 62.10 STR-4455-1 W LAURA LEE ST S COLEMAN AVE EOP 166.00 26.00 503.53 50.70 STR-4466-1 S COLEMAN AVE W LAURA LEE ST EOP 144.60 28.00 472.42 58.90 STR-3481-1 W SELLE DR W CATO SPRINGS RD S EMMA AVE 772.70 25.00 2,253.33 53.90 13580 13580 - MOUNT COMFORT RD + Others EM/FWM+Mod Overlay Alsphalt Minor Collector 4,620.28 53.10 $53,133.22 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-483-1 W MOUNT COMFORT RD N STEPHENS AVE N LEWIS AVE 1,128.40 22.00 2,896.18 54.70 STR-2460-1 W MOUNT COMFORT RD N ADDINGTON AVE N STEPHENS AVE 703.70 21.00 1,724.10 60.70 1440 1440 - ALLEY 4105 EM/FWM+Mod Overlay Alsphalt Alley 2,138.25 53.30 $20,313.38 Subseq Code: Street: From Street. To Street: Lenqth: Width: Total Area: Current PCI: STR-8438-1 ALLEY 4105 ALLEY 650 N MEADOWLANDS DR 217.20 20.00 506.78 56.80 STR-8439-1 ALLEY 4105 ALLEY 620 ALLEY 650 142.50 20.00 332.45 45.20 STR-8440-1 ALLEY 4105 ALLEY 590 ALLEY 620 270.10 20.00 630.22 64.00 STR-8441-1 ALLEY 4105 ALLEY 509 ALLEY 590 301.70 19.00 668.80 55.10 2180 2180 - ADOBE ST + Others EM/FWM+Mod Overlay Alsphalt Local 5,301.28 52.50 $58,314.08 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-930-1 E ADOBE ST N ARROYO AVE N SIERRA AVE 268.60 28.00 877.49 64.20 STR-794-1 N VALENCIA AVE EADOBE ST E DRAKE ST 494.90 32.00 1,847.64 55.70 STR-920-1 NARROYOAVE EADOBE ST E DRAKE ST 526.80 28.00 1,720.91 51.80 STR-921-1 E ADOBE ST N VALENCIA AVE N ARROYO AVE 261.80 28.00 855.24 59.40 3260 3260 - MOUNTAIN ST + Others EM/FWM+Mod Overlay Alsphalt Local 7,632.59 52.50 $83,958.49 Subseq Code: Street: From Street: To Street: Lenqth: Width: Total Area: Current PCI: STR-3542-1 E MOUNTAIN ST S WASHINGTON AVE S WILLOWAVE 537.90 18.00 1,129.60 42.80 STR-3541-1 S WILLOWAVE E CENTER ST E MOUNTAIN ST 208.00 22.00 533.87 48.20 STR-3556-1 E MOUNTAIN ST E MOUNTAIN ST S COUNTYAVE 113.80 15.00 198.92 39.10 STR-3603-1 S WILLOWAVE E MOUNTAIN ST E ROCK ST 433.60 22.00 1,112.96 60.40 STR-3529-1 E CENTER ST S COUNTYAVE N MILL AVE 159.10 18.00 334.10 60.50 STR-1997-1 N COUNTYAVE E CENTER ST E MEADOW ST 166.60 24.00 466.53 41.70 STR-1998-1 E CENTER ST N COLLEGE AVE N COUNTYAVE 222.30 32.00 829.87 50.30 Page: 19 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2024 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: STR-625-1 S COUNTYAVE E CENTER ST E MOUNTAIN ST 250.50 17.00 496.87 80.60 STR-3470-1 N COUNTYAVE E CENTER ST E CENTER ST 48.70 24.00 136.40 52.70 STR-3538-1 E CENTER ST S WILLOWAVE N WALNUTAVE 443.60 20.00 1,035.11 64.70 STR-3540-1 E MOUNTAIN ST E MOUNTAIN ST S WASHINGTON AVE 212.90 18.00 447.10 64.90 STR-3600-1 S WASHINGTONAVE E MOUNTAIN ST E ROCK ST 411.10 19.00 911.26 60.20 7380 7380 - APPLEBURY DR + Others EM/FWM+Mod Overlay Assphalt Local 3,803.02 53.40 $41,833.22 Subseg Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3035-1 N ANNA PL EOP E ROCKWOOD TRL 349.80 20.00 816.22 40.90 STR-2956-1 NAPPLEBURYDR N TANGLEBRIAR LN N TANGLEBRIAR LN 1,066.70 24.00 2,986.80 61.80 7860 7860 - BOXWOOD DR + Others EM/FWM+Mod Overlay Asphalt Local 5,834.34 52.80 $64,177.74 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-801-1 N BOXWOOD DR E JUNIPER ST N OLD WIRE RD 767.60 30.00 2,686.67 54.10 STR-1265-1 N RAINTREE DR N SUMAC DR N OLD WIRE RD 392.60 30.00 1,374.17 58.90 STR-1296-1 N BOXWOOD DR E MAGNOLIA DR E JUNIPER ST 105.90 30.00 370.67 56.20 STR-931-1 N RAINTREE DR E JUNIPER ST N SUMAC DR 400.80 30.00 1,402.83 59.70 8920 8920 - FRISCO AVE + Others EM/FWM+Mod Overlay 2llsphalt Local 11,842.62 52.20 $130,268.82 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-2937-1 N FRISCO AVE W PROSPECT ST WADAMS ST 947.10 18.00 1,988.90 55.20 STR-2835-1 N WOOLSEYAVE W CLEBURN ST WADAMS ST 284.70 24.00 797.20 52.80 STR-2787-1 WADAMS ST N MOLLY CT N FRISCO AVE 74.10 25.00 216.11 54.80 STR-2788-1 N VANDEVENTER AVE WADAMS ST WNORTH ST 346.60 25.00 1,010.97 51.50 STR-2789-1 WADAMS ST N VANDEVENTER AVE N GREGG AVE 671.60 37.00 2,899.16 57.20 STR-2842-1 N VANDEVENTER AVE W HAWTHORN ST WADAMS ST 351.20 24.00 983.33 56.20 STR-2792-1 N WOOLSEYAVE WADAMS ST W NORTH ST 345.00 23.00 925.75 61.60 STR-2843-1 W HAWTHORN ST N VANDEVENTER AVE N GREGG AVE 665.60 26.00 2,019.04 58.10 STR-2786-1 WADAMS ST N GREGGAVE N MOLLY CT 330.40 26.00 1,002.16 52.70 90000 90000 - RUPPLE RD + Others EM/FWM+Mod Overlay Asphalt Major Collector 11,709.35 52.20 $137,584.86 Subsea Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-57182-1 N RUPPLE RD N BEST FRIEND LN WALBATROSS LOOP 542.70 35.00 2,164.17 64.20 STR-1505980-1 N RUPPLE RD N RUPPLE RD N RUPPLE RD 535.90 27.00 1,688.10 41.90 STR-9937-1 N RUPPLE RD WALBATROSS LOOP N BEST FRIEND LN 548.60 35.00 2,186.33 82.20 STR-9563-1 N RUPPLE RD W STARRY NIGHT VW N RUPPLE RD 579.70 27.00 1,963.95 44.00 STR-1505981-1 N RUPPLE RD N RUPPLE RD N RUPPLE RD 183.80 27.00 579.00 41.90 STR-66191-1 N RUPPLE RD N RUPPLE RD W MOUNT COMFORT RD 531.80 27.00 1,675.20 41.90 STR-28590-1 N RUPPLE RD WALBATROSS LOOP W STARRY NIGHT VW 460.50 27.00 1,452.60 65.10 1220 1220 - ALLEY 1861 + Others Microsurface/Chip Seal Asphalt Page: 20 Alley 1,042.01 81.40 $3,334.43 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2024 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: Subseg Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-7430-1 ALLEY 1861 EOP ALLEY 1776 76.90 17.00 152.53 89.10 STR-7431-1 ALLEY 1861 ALLEY 1776 W CREEKMORE DR 220.90 16.00 412.35 82.40 STR-7426-1 ALLEY 1861 W CREEKMORE DR EOP 106.20 15.00 185.83 80.10 STR-7427-1 ALLEY 1776 ALLEY 1861 W CREEKMORE DR 138.70 18.00 291.30 83.80 9940 9940 - EAGLE ST PCC Ext Pnl Rep <33% Concrete Local 2,058.59 42.00 $124,544.70 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-2861-1 W EAGLE ST N OAKLAND AVE N LINDELL AVE 348.90 28.00 1,139.76 45.20 STR-2863-1 W EAGLE ST N STORER AVE N OAKLAND AVE 262.50 30.00 918.83 43.70 1120 1120 - ALLEY 150 + Others PCC Mod Pnl Rep <200/oConcrete Alley 1,560.31 53.60 $53,050.54 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-28216-1 ALLEY 150 W CENTER ST W MOUNTAIN ST 269.30 14.00 439.83 62.90 STR-28228-1 ALLEY 150 W MEADOW ST W SPRING ST 372.30 12.00 521.20 64.00 STR-28217-1 ALLEY 150 W CENTER ST W MEADOW ST 366.90 14.00 599.28 43.80 11700 11700 - BLOCK AVE + Others PCC Mod Pnl Rep <200/oConcrete Local 2,683.18 51.40 $119,401.51 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-3588-1 W ROCK ST S CHURCH AVE S LOCUST AVE 368.60 26.00 1,118.14 45.60 STR-3635-1 S BLOCKAVE W ROCK ST S ARCHIBALD YELL BLVD 479.10 28.00 1,565.04 60.00 6120 6120 - BENTWOOD LN + Others PCC Mod Pnl Rep <201/oConcrete Local 5,908.21 52.10 $262,915.35 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-409-1 N BENTWOOD LN E RIDGEWOOD LN EOP 724.80 33.00 2,790.52 59.20 STR-419-1 E RIDGEWOOD LN N BENTWOOD LN EOP 460.10 32.00 1,717.69 53.40 STR-415-1 N BENTWOOD LN N OLD MISSOURI RD E RIDGEWOOD LN 375.00 32.00 1,400.00 47.10 10800 10800 - SALEM RD Super Thin 3/4" Overlay Mphalt Major Collector 12,713.98 70.10 $75,012.48 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-6192-1 N SALEM RD PRIVATE 3400 W MICA ST 403.20 30.00 1,411.17 81.90 STR-2267-1 N SALEM RD N TIMBERLINE DR W VASSAR ST 94.70 30.00 331.50 74.00 STR-2037-1 N SALEM RD W ESSEX DR W FAIRFAX ST 273.70 28.00 894.13 49.00 STR-6191-1 N SALEM RD W WEDING TON DR PRIVATE 3400 376.80 48.00 2,110.13 80.90 STR-2234-1 N SALEM RD W CORNELL ST W PRINCETON ST 271.80 30.00 951.33 81.80 STR-2078-1 N SALEM RD W HARVARD ST W BUCKEYE ST 273.00 28.00 891.80 78.30 STR-2128-1 N SALEM RD W YALE ST W HARVARD ST 268.30 28.00 876.40 75.20 STR-1546-1 N SALEM RD W MICA ST N TIMBERLINE DR 653.50 29.00 2,211.09 75.20 STR-291-1 N SALEM RD W FAIRFAX ST EOP 105.10 28.00 343.31 57.10 STR-335-1 N SALEM RD W PRINCETON ST W YALE ST 269.50 28.00 880.44 72.40 Page: 21 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2024 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: STR-563-1 N SALEM RD W VASSAR ST W CORNELL ST 268.60 30.00 940.17 79.70 STR-306-1 N SALEM RD W BUCKEYE ST W ESSEX DR 267.10 28.00 872.51 48.90 11730 11730 - CATO SPRINGS RD Super Thin 3/4" Overlay Asphalt Major Collector 6,366.92 70.50 $37,564.83 Subseq Code: Street: From Street: To Street: Length: Width: Tota/Area: Current PCI: STR-4438-1 W CATO SPRINGS RD S VALEAVE S RAZORBACK RD 773.10 27.00 2,435.25 68.80 STR-4441-1 W CATO SPRINGS RD S GARLAND AVE W CATO SPRINGS RD 1,258.10 25.00 3,681.39 77.00 STR-1506021-1 W CATO SPRINGS RD W CATO SPRINGS RD W CATO SPRINGS RD 16.90 25.00 49.31 75.90 STR-1506020-1 W CATO SPRINGS RD W CATO SPRINGS RD S VALEAVE 54.60 25.00 159.31 75.90 STR-1506022-1 W CATO SPRINGS RD W CATO SPRINGS RD W CATO SPRINGS RD 14.30 25.00 41.66 75.90 12760 12760 - SANG AVE Super Thin 3/4" Overlay Asphalt Minor Collector 2,089.33 71.70 $12,118.11 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-5573-1 S SANG AVE W OLD FARMINGTON RD W MARTIN LUTHER KING JR BLL 186.50 35.00 761.44 79.70 STR-3239-1 S SANG AVE W STONE ST W MITCHELL ST 569.10 20.00 1,327.89 72.20 13960 13960 - VAN ASCHE DR + Others Super Thin 3/4" Overlay Asphalt Minor Arterial 12,521.44 71.10 $76,380.78 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-4932-1 W VANASCHE DR N STEELE BLVD N INVESTMENT DR 710.30 25.00 2,071.67 76.50 STR-28181-1 W VANASCHE DR W VAN ASCHE DR W VAN ASCHE DR 434.60 40.00 2,028.23 70.50 STR-404-1 W VANASCHE DR W VAN ASCHE DR W VAN ASCHE DR 297.00 56.00 1,940.40 71.10 STR-65926-1 W VANASCHE DR W VANASCHE LOOP W VAN ASCHE DR 71.60 46.00 384.36 69.20 STR-54392-1 W VANASCHE DR N INVESTMENT DR W VANASCHE LOOP 226.30 26.00 686.40 75.40 STR-187-1 W VANASCHE DR W VAN ASCHE DR W VAN ASCHE DR 472.90 28.00 1,544.82 72.80 STR-54393-1 W VANASCHE DR W VANASCHE LOOP N STEELE BLVD 482.00 26.00 1,462.06 83.50 STR-6023-1 W VANASCHE DR N INVESTMENT DR W VANASCHE LOOP 339.30 55.00 2,177.08 76.30 STR-65927-1 W VANASCHE DR W VAN ASCHE DR W VAN ASCHE DR 42.20 46.00 226.42 69.10 2200 2200 - ZION RD WC 92 + Others Super Thin 3/4" Overlay Asphalt Major Collector 8,404.20 70.40 $49,584.78 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-498-1 E ZION RD E ZION RD E ZION RD 28.40 36.00 119.20 70.30 STR-1505761-1 E ZION RD EOP N CROSSOVER RD 22.10 36.00 92.80 70.30 STR-3006-1 S GEORGE ANDERSON RD S GEORGE ANDERSON RD S GEORGE ANDERSON RD 646.00 21.00 1,582.70 80.20 STR-5670-1 EALBRIGHT RD EALBRIGHT RD EALBRIGHT RD 330.00 21.00 808.50 82.30 STR-4835-1 E ZION RD N CROSSOVER RD E ZION RD 1,378.80 36.00 5,801.00 71.10 5700 5700 - NORTH ST Super Thin 3/4" Overlay Asphalt Minor Arterial 7,908.37 72.40 $48,241.06 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-30177-1 E NORTH ST ALLEY 250 N WANEETAH AVE 169.40 26.00 513.79 70.00 STR-2763-1 E NORTH ST E LAKEFRONT DR E LAKEFRONT DR 383.40 25.00 1.118.19 68.90 Page: 22 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2024 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: STR-2746-1 E NORTH ST N WANEETAH AVE N HILLCRESTAVE 331.00 26.00 1,004.03 80.80 STR-2751-1 E NORTH ST N HILLCRESTAVE W LAKERIDGE DR 344.60 25.00 1,005.14 80.80 STR-2765-1 E NORTH ST E LAKEFRONT DR E LAKERIDGE DR 128.10 26.00 388.56 78.60 STR-2769-1 E NORTH ST E LAKERIDGE DR N MISSION BLVD 263.00 35.00 1,073.92 75.30 STR-2739-1 E NORTH ST N WASHINGTON AVE ALLEY 250 173.80 26.00 527.22 64.90 STR-2759-1 E NORTH ST W LAKERIDGE DR E LAKEFRONT DR 405.50 25.00 1,182.78 85.60 STR-453-1 E NORTH ST N COLLEGE AVE N WASHINGTON AVE 360.90 26.00 1,094.74 70.40 6540 6540 - HILLSIDE TER + Others Super Thin 3/4" Overlay Asphalt Local 2,377.31 71.40 $13,312.94 Subseg Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-1505758-1 E STERLING CT EOP N CROSSOVER RD 22.20 27.00 69.90 70.40 STR-1505992-1 W DRAKE ST N GREGG AVE W DRAKE ST 68.40 20.00 159.56 53.50 STR-118-1 E STERLING CT E STERLING CT E STERLING CT 205.40 27.00 646.95 75.70 STR-119-1 E STERLING CT E STERLING CT E STERLING CT 272.70 27.00 859.05 77.40 STR-1192-1 E STERLING CT N CROSSOVER RD E STERLING CT 202.70 27.00 641.85 74.80 7040 7040 - CLINTON DR + Others Super Thin 3/4" Overlay Asphalt Major Collector 6,153.06 70.50 $36,303.05 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-65622-1 LEROY POND/STADIUM RAB S STADIUM DR W NOLAN RICHARDSON DR 55.90 16.00 104.36 81.90 STR-65625-1 LEROYPOND/STADIUM RAB S STADIUM DR S STADIUM DR 103.00 16.00 192.27 80.70 STR-65624-1 LEROY POND/STADIUM RAB W NOLAN RICHARDSON DR S STADIUM DR 46.80 16.00 87.38 76.60 STR-3533-1 W CLINTON DR N HARMON AVE ROUNDABOUT 1,189.30 25.00 3,468.75 67.00 STR-3615-1 S STADIUM DR ROUNDABOUT LEROYPOND/STADIUM RAB 476.10 28.00 1,555.24 84.00 STR-6248-1 S STADIUM DR LEROY POND/STADIUM RAB W BULLDOG BLVD 290.30 22.00 745.06 80.90 Page: 23 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2025 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: 4440 4440 - GLEN WING LN + Others ACP Full Depth ReconstAisphalt Local 1,519.38 14.90 $75,969.00 Subseg Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-2903-1 E GLEN WING LN E CLEBURN ST N POLLARD AVE 531.50 17.00 1,054.09 9.80 STR-2341-1 W GECKO LN ALLEY 48 N PARK AVE 209.90 19.00 465.29 37.40 4880 4880 - VILLAGE DR + Others EM/FWM+Mod Overlay At phalt Local 5,897.26 52.90 $64,869.86 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-1068-1 E JASON DR EAPPLEBYRD E VILLAGE DR 395.20 28.00 1,290.96 62.60 STR-1045-1 E VILLAGE DR N BUTTERNUT DR E MARGARET PL 309.60 27.00 975.30 66.50 STR-218-1 E VILLAGE DR EOP E MALINDA DR 155.80 27.00 490.80 46.30 STR-916-1 E VILLAGE DR E JASON DR N WANNE DR 961.30 28.00 3,140.20 56.30 9120 9120 - TIMBERCREST AVE + Others EM/FWM+Mod Overlay Alsphalt Local 10,835.18 53.60 $119,186.98 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-342-1 W WOODFIELD WAY W OAKFIELD ST N TIMBERLINE DR 892.70 28.00 2,916.20 53.00 STR-561-1 N GREENLEAF DR W MULBERRY ST WANNE ST 441.90 30.00 1,546.67 64.30 STR-565-1 N TIMBERCREST AVE W MULBERRY ST WANNEST 655.50 29.00 2,217.86 56.20 STR-567-1 W MULBERRY ST N TIMBERCREST AVE N GREENLEAF DR 268.50 30.00 939.83 62.40 STR-2150-1 N TIMBERCRESTAVE WANNEST W OAKFIELD ST 371.30 29.00 1,256.18 67.50 STR-2097-1 W OAKFIELD ST N TIMBERCREST AVE W WOODFIELD WAY 273.50 27.00 861.60 60.70 STR-2089-1 W OAKFIELD ST N WOODFIELD WAY N TIMBERLINE DR 324.20 29.00 1,096.84 62.10 9980 9980 - BERRY ST + Others EM/FWM+Mod Overlay 2llsphalt Local 5,737.01 53.20 $63,107.11 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-2860-1 N OAKLAND AVE W EAGLE ST W BERRY ST 351.20 30.00 1,229.17 52.60 STR-30181-1 W BERRY ST N LEVERETT AVE ALLEY 848 168.60 21.00 413.12 57.70 STR-30183-1 W BERRY ST N OAKLAND AVE ALLEY 970 169.80 29.00 574.52 65.00 STR-2749-1 W HUGHES ST N STORER AVE N OAKLAND AVE 267.10 20.00 623.22 54.60 STR-2818-1 W BERRY ST N STORER AVE N OAKLAND AVE 266.50 20.00 621.89 63.80 STR-2822-1 W BERRY ST ALLEY 848 N STORER AVE 183.70 18.00 385.80 44.00 STR-2812-1 W BERRY ST ALLEY 970 N LINDELL AVE 178.80 28.00 584.11 70.00 STR-2915-1 N LINDELL AVE W CLEVELAND ST W EAGLE ST 350.90 20.00 818.78 60.40 STR-2744-1 W HUGHES ST N OAKLAND AVE ALLEY 970 173.70 24.00 486.40 64.40 12800 12800 - SHILOH DR FWM+Thick Overlay >2.Gksphalt Minor Collector 10,787.66 29.30 $186,087.14 Subseq Code: Street: From Street: To Street: Lenqth: Width: Total Area: Current PCI: STR-3955-1 S SHILOH DR S RAMP 62 W 15TH ST 1,029.10 30.00 3,601.83 38.40 STR-4251-1 S SHILOH DR W 15TH ST W KEITH PL 2,053.10 30.00 7,185.83 34.80 13540 13540 - MELMAR DR FWM+Thick Overlay >2.&sphalt Local 3,985.26 29.00 $64,760.48 Page: 24 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2025 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: Subseg Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-280-1 W MELMAR DR N LEVERETT AVE W PEACHTREE DR 535.20 23.00 1,436.09 49.00 STR-274-1 W MELMAR DR W PEACHTREE DR N GARLAND AVE 950.00 23.00 2,549.17 27.10 3020 3020 - CADBERRY TER PCC Jnt Rhb & Crk SealConcrete Local 343.22 87.80 $2,230.93 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-20532-1 E CADBERRY TER N CANTERBURY RD E CADBERRY TER 147.10 20.00 343.22 89.70 13160 13160 - CENTER ST PCC Mod Pnl Rep <201/oConcrete Major Collector 1,202.44 53.60 $60,723.22 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-1991-1 W CENTER ST N SCHOOL AVE S WESTAVE 368.10 28.00 1,202.44 58.10 11680 11680 - MASHBURN AVE + Others PCC Partial Reconstructfdoncrete Local 4,865.14 29.00 $401,374.05 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3778-1 S BLAIR AVE EOP E HUNTSVILLE RD 531.50 24.00 1,488.27 19.10 STR-2359-1 S MASHBURNAVE EOP E HUNTSVILLE RD 690.30 22.00 1,771.73 51.50 STR-639-1 S LYTTON AVE EOP E HUNTSVILLE RD 625.40 22.00 1,605.14 24.90 10480 10480 - PARK AVE Super Thin 3/4" Overlay Asphalt Minor Collector 3,495.42 71.40 $20,273.44 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-2776-1 N PARKAVE W GECKO LN W NORTH ST 245.50 24.00 687.33 86.00 STR-2838-1 N PARKAVE W CLEBURN ST W GECKO LN 391.40 24.00 1,095.87 83.10 STR-2943-1 N PARKAVE W PROSPECT ST W CLEBURN ST 638.10 23.00 1,712.22 66.90 11660 11660 - BEECHWOOD AVE Super Thin 3/4" Overlay Asphalt Major Collector 4,305.20 71.50 $25,400.68 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-5480-1 S BEECHWOOD AVE W CROWNE DR W RICHMOND DR 356.50 31.00 1,289.43 77.50 STR-4108-1 S BEECHWOOD AVE W RICHMOND DR W 18TH ST 498.10 30.00 1,743.33 79.20 STR-4112-1 S BEECHWOOD AVE S BEECHWOOD AVE W CROWNE DR 314.20 28.00 1,042.84 70.90 STR-66264-1 S BEECHWOOD AVE ROUNDABOUT S BEECHWOOD AVE 70.30 28.00 229.60 64.50 1240 1240 - ALLEY 4360 + Others Super Thin 3/4" Overlay Asphalt Alley 3,474.86 72.30 $17,721.79 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-9607-1 ALLEY 2460 ALLEY 4360 E FRONTIER ELM DR 131.60 18.00 276.40 88.90 STR-9608-1 ALLEY 4360 N BEGONIA LN ALLEY 2460 275.10 19.00 609.80 77.40 STR-9601-1 ALLEY 2650 E RIVER BIRCH DR E FRONTIER ELM DR 380.30 21.00 931.70 80.20 STR-9597-1 ALLEY 4360 N LANTANA LN N CANNA LN 380.60 21.00 932.52 70.80 STR-9606-1 ALLEY 4360 ALLEY 2460 N LANTANA LN 310.50 20.00 724.44 71.20 12585 12585 - MORNINGSIDE DR Super Thin 3/4" Overlay Mphalt Major Collector 7,039.03 70.30 $41,530.28 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: Page: 25 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2025 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: STR-4714-1 S MORNINGSIDE DR E 15TH ST E PUMP STATION RD 2,413.40 25.00 7,039.03 75.10 13140 13140 - CATO SPRINGS RD Super Thin 3/4" Overlay ,asphalt Major Collector 10,935.56 71.70 $64,519.80 Subseg Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-4030-1 W CATO SPRINGS RD S COLEMAN AVE S LAVERNE AVE 568.50 31.00 2,056.16 80.50 STR-4032-1 W CATO SPRINGS RD S COLEMAN AVE S COLEMAN AVE 84.20 32.00 314.31 72.40 STR-4033-1 W CATO SPRINGS RD S EMMA AVE S COLEMAN AVE 261.30 32.00 975.11 82.30 STR-4034-1 W CATO SPRINGS RD W SELLE DR S INNOVATION WAY 336.20 33.00 1,296.17 79.50 STR-3505-1 W CATO SPRINGS RD S SCHOOL AVE W SELLE DR 421.00 33.00 1,619.02 71.50 STR-4027-1 W CATO SPRINGS RD W CATO SPRINGS RD S GARLAND AVE 557.30 25.00 1,668.19 74.50 STR-4029-1 W CATO SPRINGS RD S LAVERNE AVE S CLINE AVE 159.10 31.00 575.57 83.80 STR-1505876-1 W CATO SPRINGS RD S FLORIDA WAY W CATO SPRINGS RD 156.30 25.00 455.83 64.60 STR-1505877-1 W CATO SPRINGS RD W CATO SPRINGS RD W CATO SPRINGS RD 151.60 25.00 442.22 64.60 STR-10048-1 W CATO SPRINGS RD S CLOVER DR S FLORIDA WAY 165.50 33.00 637.26 77.40 STR-18128-1 W CATO SPRINGS RD S INNOVATION WAY S EMMA AVE 108.10 31.00 391.28 78.30 STR-4028-1 W CATO SPRINGS RD S CLINE AVE S CLOVER DR 139.50 31.00 504.44 72.50 13380 13380 - GOOSE CREEK RD + Others Super Thin 3/4" Overlay RSphalt Major Collector 8,332.43 71.80 $49,161.34 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-9837-1 W GOOSE CREEK RD S 85THAVE S LITTLE ELM RD 2,069.80 22.00 5,312.51 76.60 STR-6167-1 W GOOSE CREEK RD GOOSE CREEK RD S 85THAVE 1,232.60 21.00 3,019.92 75.40 1820 1820 - 13TH ST + Others Super Thin 3/4" Overlay R'sphalt Local 3,048.70 70.00 $17,072.72 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-4177-1 S WARFORD DR E 13TH ST EOP 212.60 22.00 545.72 69.00 STR-4152-1 E 13TH ST S HAPPY HOLLOW RD S WARFORD DR 501.00 25.00 1,461.25 74.00 STR-4158-1 S HAPPYHOLLOW RD E 15TH ST E 13TH ST 171.70 52.00 1,041.73 78.10 5680 5680 - NORTH ST + Others Super Thin 3/4" Overlay ,asphalt Principal Arterial 10,592.37 72.20 $65,672.69 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-2720-1 W NORTH ST N SHADY LN N VANDEVENTER AVE 202.70 34.00 804.10 81.90 STR-2715-1 W NORTH ST N VANDEVENTER AVE N GREGG AVE 551.20 34.00 2,186.39 78.80 STR-2717-1 W NORTH ST N VANDEVENTER AVE N VANDEVENTER AVE 105.70 34.00 419.33 81.60 STR-2727-1 W NORTH ST N PARKAVE N WOOLSEYAVE 413.20 27.00 1,301.55 73.10 STR-2731-1 W NORTH ST N HIGHLAND AVE N PARK AVE 414.00 34.00 1,641.63 81.30 STR-1587-1 E NORTH ST N POLLARD AVE N COLLEGE AVE 186.80 42.00 915.37 80.10 STR-2724-1 W NORTH ST N WOOLSEYAVE N SHADY LN 458.70 30.00 1,605.50 76.00 STR-2734-1 E NORTH ST N HIGHLAND AVE N POLLARD AVE 420.70 35.00 1,718.50 71.20 6700 6700 - GREGG AVE + Others Super Thin 3/4" Overlay ,asphalt Minor Arterial 33,720.01 72.20 $205,692.06 Page: 26 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2025 Superseq Code: Superseq Subseq Code: STR-1492-1 STR-2258-1 STR-1496-1 STR-1795-1 STR-2170-1 STR-1337-1 STR-1511-1 STR-263-1 Desc: Street: W TOWNSHIP ST N GREGG AVE E TOWNSHIP ST N GREGG AVE N GREGG AVE N DRAKE ST E TOWNSHIP ST N GREGG AVE Rehab: Pavement: From Street. E TOWNSHIP ST W SPRUCE ST W TOWNSHIP ST PUBLIC 2401 W SYCAMORE ST N COLLEGE AVE N GREEN ACRES RD W ELM ST Classification: To Street: N GREGG AVE W SYCAMORE ST N GREEN ACRES RD W TOWNSHIP ST WASH ST N VILLA BLVD N COLLEGE AVE PUBLIC 2401 Area: Length: 599.20 722.40 394.10 1,356.10 783.10 1,266.40 1,360.10 445.40 Width: 35.00 44.00 35.00 47.00 43.00 45.00 35.00 46.00 Begin PCI: Total Area: 2,446.69 3,708.22 1,609.22 7,435.92 3,928.53 6,647.50 5,553.72 2,390.21 Total Cost: Current PCI: 79.70 84.10 86.80 76.90 82.00 63.60 72.90 86.70 7020 7020 - ZION RD Super Thin 3/4" Overlay Asphalt Major Collector 10,083.60 72.90 $59,493.24 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-1505760-1 E ZION RD N CROSSOVER RD EOP 19.70 30.00 69.00 76.60 STR-9618-1 E ZION RD N LANTANA LN N HARBOR ISLE 342.90 22.00 880.12 74.90 STR-1356-1 E ZION RD N VALLEY LAKE DR N CROSSOVER RD 1,070.00 30.00 3,748.33 77.50 STR-10388-1 E ZION RD N HARBOR ISLE E RANDAL PL 310.10 24.00 868.26 71.50 STR-1505664-1 E ZION RD EOP N CROSSOVER RD 23.40 30.00 81.33 76.60 STR-9617-1 E ZION RD N TALIESIN LN N LANTANA LN 281.90 26.00 855.11 70.50 STR-364-1 E ZION RD N OLD MISSOURI RD N TALIESIN LN 658.10 36.00 2,764.00 78.90 STR-351-1 E ZION RD E RANDAL PL E ZION RD 63.30 29.00 214.12 77.30 STR-353-1 E ZION RD E ZION RD N VALLEY LAKE DR 172.40 30.00 603.33 83.30 7140 7140 - PERSIMMON ST + Others Super Thin 3/4" Overlay Mphalt Major Collector 16,068.92 72.60 $94,806.63 Subsea Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-65719-1 W PERSIMMON ST N 54TH AVE N SNYDERS BLUFF DR 408.10 26.00 1,237.89 86.80 STR-65720-1 W PERSIMMON ST W CANE HILL DR N DRYWOOD CREEK DR 286.80 27.00 903.45 80.90 STR-5982-1 W PERSIMMON ST N DRYWOOD CREEK DR N REEDS BRIDGE DR 287.00 28.00 937.53 78.90 STR-65775-1 N 54THAVE W PERSIMMON ST W PERSIMMON ST 233.50 23.00 626.49 54.20 STR-65740-1 W PERSIMMON ST N LONE JACK DR W CANE HILL DR 290.20 27.00 914.10 84.70 STR-65718-1 W PERSIMMON ST N SNYDERS BLUFF DR N LONE JACK DR 264.20 29.00 893.84 84.60 STR-65776-1 N 54THAVE W POISON SPRINGS DR W PERSIMMON ST 532.70 21.00 1,305.15 59.00 STR-992-1 N 54THAVE W DOT TIPTON RD W POISON SPRINGS DR 665.90 21.00 1,631.47 61.50 STR-9498-1 W PERSIMMON ST N REEDS BRIDGE DR N COLD HARBOR AVE 310.20 26.00 940.91 81.10 STR-9496-1 W PERSIMMON ST N DREWRYS BLUFF DR N SABINE PASS RD 329.10 27.00 1,036.65 78.60 STR-1689-1 W PERSIMMON ST N MONROE STATION DR N DOUBLE SPRINGS RD 224.30 26.00 680.33 76.50 STR-1706-1 W PERSIMMON ST N ROCKYXING N MONROE STATION DR 982.00 26.00 2,978.73 79.90 STR-6070-1 W PERSIMMON ST N SABINE PASS RD N ROCKYXING 314.70 27.00 991.35 82.00 STR-9497-1 W PERSIMMON ST N COLD HARBOR AVE N DREWRYS BLUFF DR 326.70 26.00 991.03 82.20 Page: 27 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2026 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: 11360 11360 - HOLLY ST + Others EM/FWM+Mod Overlay 2llsphalt Local 10,678.98 53.50 $117,468.78 Subsea Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-2510-1 W HOLLY ST N SANG AVE N PORTER RD 1,313.10 23.00 3,523.47 60.50 STR-2575-1 W HATFIELD ST N SANG AVE N PORTER RD 1,293.60 19.00 2,867.52 63.70 STR-1567-1 N WEST END AVE W VALLEY DR N WEST END AVE 204.40 21.00 500.73 41.80 STR-1569-1 N WEST END AVE W WEDINGTON DR W VALLEY DR 422.00 21.00 1,033.90 64.80 STR-2566-1 W VALLEY DR N PORTER RD N WEST END AVE 1,026.10 23.00 2,753.36 59.00 12020 12020 - HADDON AVE + Others EM/FWM+Mod Overlay 2llsphalt Local 10,516.40 53.90 $115,680.40 Subsea Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-4536-1 W CHERRY ST S HADDON AVE S SCHOOL AVE 759.20 16.00 1,417.16 66.30 STR-4537-1 W CHERRY ST EOP S HADDON AVE 401.70 16.00 749.87 58.90 STR-4043-1 W PEACH ST S HADDON AVE S SCHOOL AVE 223.70 16.00 417.60 66.10 STR-4044-1 S DENVER AVE W 26TH ST W PEACH ST 1,162.40 17.00 2,305.39 52.30 STR-4045-1 W PEACH ST S DENVER AVE S HADDON AVE 184.30 21.00 451.50 67.20 STR-3802-1 S HADDON AVE W LESTER ST EOP 340.80 18.00 715.70 81.60 STR-4506-1 W 26TH ST S HADDON AVE S SCHOOL AVE 207.60 28.00 678.22 57.70 STR-4509-1 W 26TH ST S DENVER AVE S HADDON AVE 103.30 32.00 385.60 83.90 STR-4042-1 S HADDON AVE W 26TH ST W PEACH ST 1,182.60 20.00 2,759.44 55.70 STR-3793-1 W LESTER ST S HADDON AVE S SCHOOL AVE 363.40 15.00 635.92 63.40 12600 12600 - ONE MILE RD + Others EM/FWM+Mod Overlay A5phalt Local 7,491.87 53.70 $82,410.57 Subsea Code: Street: From Street. To Street: Lenath: Width: Total Area: Current PCI: STR-656-1 S ONE MILE RD W VELDA CT W SANDRA ST 187.00 17.00 370.88 71.20 STR-587-1 W RUTLEDGE LN S OAK RD EOP 252.50 20.00 589.22 47.80 STR-583-1 W RUTLEDGE LN EOP S OAK RD 394.20 19.00 873.79 59.90 STR-3266-1 S ONE MILE RD W OLD FARMINGTON RD W VELDA CT 178.20 17.00 353.41 72.60 STR-3265-1 W VELDA CT EOP S ONE MILE RD 350.10 23.00 939.42 61.30 STR-3277-1 W SANDRA ST S ONE MILE RD W OLD FARMINGTON RD 717.90 21.00 1,758.87 63.90 STR-2427-1 S OAK RD W RUTLEDGE LN W MARTIN LUTHER KING JR BLL 501.10 22.00 1,286.14 53.40 STR-3896-1 S ONE MILE RD W SANDRA ST W MARTIN LUTHER KING JR BLL 452.60 25.00 1,320.14 64.00 13700 13700 - NORTH ST EM/FWM+Mod Overlay 2llsphalt Principal Arterial 7,422.17 52.70 $94,632.67 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-30179-1 W NORTH ST ALLEY 848 N STORER AVE 172.80 49.00 987.89 63.50 STR-2690-1 W NORTH ST N LINDELL AVE N GARLAND AVE 344.30 59.00 2,369.83 57.40 STR-694-1 W NORTH ST W MOUNT COMFORT RD W MOUNT COMFORT RD 213.60 49.00 1,221.19 63.60 STR-2704-1 W NORTH ST N LEVERETT AVE ALLEY 848 180.50 43.00 905.39 59.50 STR-2323-1 W NORTH ST W MOUNT COMFORT RD N LINDELL AVE 329.90 39.00 1.501.07 65.40 Page: 28 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2026 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: STR-2697-1 W NORTH ST N STORER AVE W MOUNT COMFORT RD 78.00 48.00 436.80 68.00 1480 1480 - ALLEY 4240 + Others EM/FWM+Mod Overlay Alsphalt Alley 3,580.00 52.30 $34,010.00 Subseg Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-8478-1 ALLEY 4180 W MARLOWE LN N KEATS DR 769.40 18.00 1,615.70 59.10 STR-8477-1 ALLEY 4240 W MARLOWE LN W BRADSTREET LN 935.40 18.00 1,964.30 59.70 1700 1700 - ALLEY 848 EM/FWM+Mod Overlay Alsphalt Alley 1,331.18 53.00 $12,646.21 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-28230-1 ALLEY 848 W HUGHES ST W NORTH ST 286.90 19.00 635.97 44.00 STR-28231-1 ALLEY 848 W BERRY ST W HUGHES ST 350.50 17.00 695.21 74.80 1940 1940 - LOCUST AVE + Others EM/FWM+Mod Overlay Alsphalt Local 6,580.56 52.90 $72,386.16 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3659-1 S EAST AVE EOP W SOUTH ST 171.10 16.00 319.38 62.60 STR-3722-1 W 5TH ST S BLOCKAVE S CHURCH AVE 372.50 23.00 999.61 60.60 STR-3478-1 W 4TH ST S EASTAVE S BLOCKAVE 271.10 16.00 506.04 62.50 STR-3719-1 S CHURCH AVE W 4TH ST W 5TH ST 328.60 22.00 843.46 52.20 STR-3676-1 S LOCUST AVE W SOUTH ST S ARCHIBALD YELL BLVD 313.80 24.00 878.67 58.60 STR-3244-1 S LOCUST AVE W 5TH ST W MARTIN LUTHER KING JR BLL 334.30 23.00 897.00 66.30 STR-3477-1 W 4TH ST S BLOCKAVE S CHURCH AVE 365.40 24.00 1,023.07 62.30 STR-3715-1 S LOCUST AVE S ARCHIBALD YELL BLVD W 5TH ST 381.70 25.00 1,113.33 57.40 3310 3310 - STANTON AVE EM/FWM+Mod Overlay Alsphalt Local 4,347.55 52.90 $47,823.05 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-1429-1 N STANTON AVE N ELIZABETHAVE E WOODBROOK DR 331.20 24.00 927.33 74.80 STR-1462-1 N STANTON AVE N OLD WIRE RD N ELIZABETH AVE 286.20 24.00 801.33 60.80 STR-1409-1 N STANTON AVE E WOODBROOK DR E HILLDALE DR 897.90 25.00 2,618.89 55.10 3640 3640 - GOLDEN OAKS DR + Others EM/FWM+Mod Overlay Alsphalt Local 12,541.09 52.60 $137,951.99 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-1802-1 E GOLDEN OAKS DR N EAST OAKS DR N CROSSOVER RD 1,355.50 30.00 4,744.33 61.90 STR-1808-1 E COPPER OAKS PLZ EOP N CROSSOVER RD 416.40 34.71 1,689.08 68.20 STR-1849-1 E KANTZ DR N EAST OAKS DR N CROSSOVER RD 1,252.30 30.00 4,383.00 56.20 STR-1786-1 E TWIN OAKS CT EOP N EAST OAKS DR 218.40 37.29 956.70 63.00 STR-1531-1 E GENTLE OAKS LN N BIG OAKS DR NAZALEA TER 235.10 28.00 767.98 50.40 3740 3740 - ARROWHEAD ST + Others EM/FWM+Mod Overlay Alsphalt Local 10,101.19 53.50 $111,113.09 Subseq Code: Street: From Street: To Street: Lenqth: Width: Total Area: Current PCI: STR-4316-1 W CUSTER LN W 18TH ST WARROWHEAD ST 843.80 24.00 2,362.67 65.40 STR-4389-1 WARROWHEAD ST E CUSTER LN W CUSTER LN 821.40 22.00 2,108.21 60.50 Page: 29 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2026 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: STR-4410-1 E CUSTER LN S CUSTER LN WARROWHEAD ST 321.60 26.00 975.58 55.70 STR-4394-1 WARROWHEAD ST SASHWOODAVE E CUSTER LN 747.00 23.00 2,004.45 66.30 STR-4409-1 W CUSTER LN WARROWHEAD ST S CUSTER LN 370.60 22.00 951.26 62.30 STR-4418-1 S CUSTER LN E CUSTER LN W CUSTER LN 693.50 21.00 1,699.02 49.20 4200 4200 - MCCLINTON ST EM/FWM+Mod Overlay Alsphalt Local 2,895.47 52.60 $31,850.17 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3919-1 E MCCLINTON ST S WOOD AVE S JANELLEAVE 401.00 18.00 842.10 73.30 STR-3812-1 E MCCLINTON ST S ELMHURSTAVE S MORNINGSIDE DR 554.80 19.00 1,229.83 54.50 STR-3921-1 E MCCLINTON ST S JANELLEAVE S ELMHURSTAVE 371.50 19.00 823.54 55.00 4600 4600 - HELEN ST + Others EM/FWM+Mod Overlay 2�lsphalt Local 5,153.36 52.40 $56,686.96 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3976-1 E HELEN ST S RAYAVE S JERRYAVE 989.90 24.00 2,771.73 66.10 STR-3923-1 E LEE ST S RAYAVE S JERRYAVE 972.10 21.00 2,381.63 52.60 9540 9540 - JANICE AVE + Others EM/FWM+Mod Overlay Alsphalt Local 5,517.12 53.70 $60,688.32 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-826-1 W ERNIE JACKS BLVD EOP N TULL AVE 165.40 22.00 424.48 72.20 STR-2138-1 N LYNNS PL EOP W DEANE ST 324.60 27.60 1,045.10 70.30 STR-1944-1 N JANICE AVE W DEANE ST N GARLAND AVE 1,399.60 18.00 2,939.20 56.30 STR-4953-1 W ERNIE JACKS BLVD W BOB PL W ERNIE JACKS BLVD 229.00 19.00 511.21 57.80 STR-1794-1 W ERNIE JACKS BLVD N TULL AVE W BOB PL 235.00 19.00 520.92 62.30 STR-1505884-1 W ERNIE JACKS BLVD W ERNIE JACKS BLVD N GARLAND AVE 34.40 19.00 76.21 53.20 9600 9600 - JOHN WAYNE DR + Others EM/FWM+Mod Overlay Alsphalt Local 6,306.08 53.20 $69,366.88 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-1136-1 N JOHN WAYNE DR EOP N QUAIL CREEK DR 472.70 34.20 1,890.74 53.50 STR-913-1 N QUAIL CREEK DR N JOHN WAYNE DR WAPPLEBY RD 705.30 29.00 2,386.22 68.80 STR-914-1 N JOHN WAYNE DR N QUAIL CREEK DR EOP 480.30 36.21 2,029.12 56.60 11140 11140 - MOUNT COMFORT RD + Others FWM+Thick Overlay >2.(ksphalt Local 3,981.33 29.60 $64,696.61 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-9744-1 N STORER AVE N STORER AVE W HAZEL ST 170.40 27.00 536.70 24.40 STR-1576-1 N STORER AVE W HAZEL ST W CAPITOL DR 232.60 22.00 597.06 24.40 STR-66114-1 N STORER AVE W CAPITOL DR W HOLLY ST 106.70 24.00 298.80 24.80 STR-2696-1 N STORER AVE W NORTH ST N STORER AVE 179.00 23.00 480.32 37.50 STR-2657-1 W MOUNT COMFORT RD N LINDELL AVE N GARLAND AVE 387.50 25.00 1,130.28 41.50 STR-2674-1 W MOUNT COMFORT RD N OAKLAND AVE N LINDELL AVE 309.30 26.00 938.17 49.20 12980 12980 - NONNAMAKER DR + Others FWM+Thick Overlay >2.@�sphalt Local 3,751.51 29.10 $60,962.04 Page: 30 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2026 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: Subseg Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3834-1 W 22ND ST EOP W CATO SPRINGS RD 966.00 14.00 1,577.41 23.90 STR-4439-1 W NONNAMAKER DR EOP S SCHOOL AVE 1,035.30 18.00 2,174.10 45.80 9280 9280 - WHITHAM AVE + Others FWM+Thick Overlay >2.(Nsphalt Local 1,167.14 28.70 $18,966.03 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3025-1 N WHITHAM AVE W DOUGLAS ST W TAYLOR ST 221.60 26.00 672.24 35.90 STR-2997-1 W TAYLOR ST N GREGG AVE N WHITHAM AVE 303.00 14.00 494.90 36.60 9840 9840 - LINCOLN AVE + Others FWM+Thick Overlay >2.@�sphalt Local 4,048.86 29.10 $65,793.98 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-3004-1 N LOLLAR LN W TRENTON BLVD EOP 268.70 35.00 1,098.22 22.30 STR-3074-1 N VANDEVENTER AVE W ILA ST W LOUISE ST 328.00 22.00 841.87 45.30 STR-3015-1 W LOUISE ST N VANDEVENTER AVE N WILSON AVE 480.30 24.00 1,344.80 46.60 STR-3033-1 W LOUISE ST EOP N FOREST AVE 166.70 15.00 291.75 46.30 STR-3032-1 W LOUISE ST N FORESTAVE N PARK AVE 238.10 17.00 472.22 20.20 8860 8860 - FOREST HTS + Others PCC Mod Pnl Rep <200/oConcrete Local 5,491.97 53.40 $244,392.67 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-2298-1 N FOREST HTS EOP W SYCAMORE ST 957.60 36.00 4,022.00 54.30 STR-2265-1 W SPRUCE ST N VANDEVENTER AVE N GREGG AVE 572.70 22.00 1,469.97 69.70 13220 13220 - CLEVELAND ST Super Thin 3/4" Overlay ksphalt Major Collector 3,735.06 72.90 $22,036.85 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-2920-1 W CLEVELAND ST N STORER AVE N OAKLAND AVE 283.70 24.00 794.40 79.20 STR-2924-1 W CLEVELAND ST N LEVERETT AVE N STORER AVE 352.90 24.00 988.13 83.90 STR-1252-1 W CLEVELAND ST N LINDELL AVE N GARLAND AVE 346.50 24.00 972.80 69.40 STR-2918-1 W CLEVELAND ST N OAKLAND AVE N LINDELL AVE 330.70 24.00 926.00 80.10 STR-1505773-1 W CLEVELAND ST N GARLAND AVE EOP 19.20 24.00 53.73 65.60 5140 5140 - LAKE SEQUOYAH DR WC 50 + O Super Thin 3/4" Overlay ,asphalt Local 3,472.41 72.10 $19,445.50 Subseq Code: Street: From Street. To Street: Length: Width: Total Area: Current PCI: STR-6051-1 S LAKE SEQUOYAH SPUR E ETHEL AVE S LAKE SEQUOYAH SPUR 223.90 20.00 522.45 79.90 STR-5846-1 E LAKE SEQUOYAH DR S LAKE SEQUOYAH SPUR E LAKE SEQUOYAH DR 1,031.70 19.00 2,286.97 79.90 STR-6055-1 S LAKE SEQUOYAH SPUR S LAKE SEQUOYAH SPUR S LAKE SEQUOYAH SPUR 299.10 19.00 662.99 65.20 6200 6200 - ROCKWOOD TRL Super Thin 3/4" Overlay ksphalt Major Collector 10,190.30 72.40 $60,122.77 Subseq Code: Street: From Street: To Street: Length: Width: Total Area: Current PCI: STR-2980-1 E ROCKWOOD TRL N MISSION BLVD N FALLIN AVE 234.30 26.00 710.67 74.90 STR-2982-1 E ROCKWOOD TRL N FALLIN AVE N WOODLAWN DR 248.50 26.00 753.71 74.90 STR-2989-1 E ROCKWOOD TRL N JACKSON DR N SEQUOYAH DR 486.00 26.00 1,474.20 78.30 Page: 31 Model Details with Selected Supersegments/Subsegments by Year 121612021 9:12 AM Model Year: 2026 Superseq Code: Superseq Desc: Rehab: Pavement: Classification: Area: Begin PCI: Total Cost: STR-2310-1 E ROCKWOOD TRL N SEQUOYAH DR N CREST DR 666.30 22.00 1,710.13 76.10 STR-2316-1 E ROCKWOOD TRL N APPLEBURY DR N RUTH AVE 258.20 22.00 662.69 79.60 STR-2319-1 E ROCKWOOD TRL N RUTHAVE N PEMBROKE RD 444.50 24.00 1,244.67 80.00 STR-2311-1 E ROCKWOOD TRL N CREST DR N KENILWORTH AVE 436.30 22.00 1,119.80 76.10 STR-2315-1 E ROCKWOOD TRL N KENILWORTH AVE N ANNA PL 292.20 22.00 749.96 76.90 STR-2985-1 E ROCKWOOD TRL N WOODLAWN DR N VINSON AVE 298.70 26.00 906.10 83.30 STR-2987-1 E ROCKWOOD TRL N VINSON AVE N JACKSON DR 250.40 26.00 759.49 73.20 STR-26538-1 E ROCKWOOD TRL NANNA PL NAPPLEBURYDR 38.50 22.00 98.88 79.00 90010 90010 - RUPPLE RD + Others Super Thin 3/4" Overlay Mphalt Minor Arterial 16,009.19 72.30 $97,656.06 Subseq Code: Street: From Street., To Street: Length: Width: Tota/Area: Current PCI: STR-2429-1 N RUPPLE RD N RUPPLE RD N RUPPLE RD 218.30 35.00 900.27 69.80 STR-10490-1 N RUPPLE RD W WEDING TON DR W MALTA LN 586.60 35.00 2,394.97 89.20 STR-388-1 N RUPPLE RD N RUPPLE RD EOP 937.30 35.00 3,738.59 69.00 STR-57183-1 N RUPPLE RD EOP EOP 467.90 35.00 1,911.19 73.30 STR-2606-1 N RUPPLE RD W MALTA LN N RUPPLE RD 415.00 35.00 1,653.36 75.10 STR-2619-1 N RUPPLE RD N RUPPLE RD W MALTA LN 415.50 35.00 1,656.08 90.30 STR-2543-1 N RUPPLE RD N GOLF CLUB DR N RUPPLE RD 941.70 35.00 3,754.73 81.10 Comment: Page: 32 CITY OF FAYETTEVILLE ARKANSAS MEETING OF JANUARY 4, 2022 TO: Mayor and City Council THRU: Susan Norton, Chief of Staff Chris Brown, Public Works Director Terry Gulley, Assistant Public Works Director CITY COUNCIL MEMO FROM: Byron Humphry, Park Maintenance Superintendent DATE: December 16, 2021 SUBJECT: Square Lighting Improvements RECOMMENDATION: A resolution to approve a proposal from King Electrical Contractors, Inc. in the total amount of $218,125, pursuant to Bid #20-58, for electrical services associated with the Square Lighting and Electrical Improvements Project and the Downtown Walkability Project, to approve a project contingency in the amount of $20,000, and to approve a budget adjustment. BACKGROUND: The Downtown Square lighting and electrical service was last renovated in 2008 and included new streetlights on the exterior of the square, bollard lighting in gardens, and better distribution of electrical service to accommodate the Lights of the Ozarks display. Since that renovation, much has changed with the electrical and lighting requirements around the square. The use of LED lighting for both Lights of the Ozarks and streetlights decreased the amount of electrical service required in some areas whereas the popularity of food trucks and street vendors has increased the demand for larger service in other areas. In addition, the Old Post Office building has changed ownership and use, now as a restaurant, requiring better pedestrian lighting and visibility for the interior sidewalks to create a safer and more inviting nighttime environment. The 2019 Parks Bond Program included $85,000 to upgrade the electrical service around the square to accommodate food trucks and vendors, eliminating the need for noisy generators. The project also called for enhanced lighting within the Square Gardens to highlight the gardens and the Old Post Office building. Engineering Elements was selected to design the electrical and lighting improvements for $8,000. Phase 1 of this project, improving the electrical infrastructure for vendors, was completed in the Spring of 2021 (Resolution 39-21). This included 16 power pedestals installed around the exterior of the square with 50 amp and 20 amp services that are available for use by the public and street vendors. Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 DISCUSSION: The second phase of the project will focus on the addition of lighting within the gardens and along the interior sidewalk to increase safety and visibility for pedestrians. The Transportation Committee met on December 29, 2020, to determine if the lighting of the sidewalk with streetlights met the goals and funding of the Downtown Sidewalk/Walkability Improvements Bond Project. The committee asked staff to investigate a more decorative lighting design with a focus on highlighting the gardens and Old Post Office with lights in an artistic manner that allows for color and brightness control which could vary based on seasons or events and also provide ample lighting to accommodate safe pedestrian usage. Staff worked with Engineering Elements and King Electric to modify the existing design to accommodate the committee recommendation. The modified design was presented to the Transportation Committee on June 29, 2021. The Transportation Committee approved of the new design and voted to pay for the direct lighting on the sidewalk (bollard lights) from the Transportation bond and to pay for half of the indirect lighting (uplights). BUDGET/STAFF IMPACT: The total cost of phase two of this project, to add direct lighting on the sidewalk and indirect lighting for the landscaping, with King Electric is $218,125 with a project contingency of $20,000. The direct pathway bollard lighting ($48,839) will be funded from the Transportation bond. The up lights for the landscaping with be split between the Transportation bond ($81,958), the Neighborhood Parks Square Lighting project ($80,000) and the Square Lighting Park Bond Project ($7,328). A budget adjustment is included with this council item. Purchase Order Detail Account Project Amount 4602.860.7214-5809.00 46020.7214.3000 $130,797 4605.860.7520-5806.00 46050.7520.3000 $7,328 2250.520.9255-5806.00 02011.7520 $80,000 Total $218,125 Attachments: King Electric Proposal Resolution 258-80 Resolution 39-21 KING ELECTRICAL CONTRACTORS, INC. 2145 WEST MOORE LANE FAYETTEVILLE, AR 72704 479-443-0006 FAX 479-443-2594 Email: gordon@ckingelectric.net PROPOSAL TO: PHONE DATE City Of Fayetteville December 10, 2021 Attn: Byron Humphry JOB NAME Fayetteville Square Garden Lighting Upgrade Phase 2 Layout #4 JOB DESCRIPTION See attached scope sheet We have seen Four (4) addendum(s) or revision(s) or clarification(s) Contractor's License #0063870422 Bollard Lighting $47,890.00 U 1 Flood Lighting $166,000.00 ADD for payment and performance bond $4,235.00 PROPOSAL GOOD FOR 30 DAYS. MANUFACTURER PRICE TOTAL BID DOLLARS: INCREASES WILL REQUIRE RE -QUOTE. MATERIAL PRICE $213,890.00 INCREASES GREATER THAN 10% WILL REQUIRE A RE -QUOTE. TERMS: PAYMENT DUE UPON RECEIPT OF INVOICE AUTHORIZED SIGNATURE A FINANCE CHARGE WILL BE CHARGED ON ALL PAST DUE ACCOUNTS OF .0833% PER MONTH. ALL ATTORNEY FEES WILL BE COLLECTED ON PAST DUE - ACCOUNTS. / C Gordon Ray Project Mana er / Estimator THE ABOVE PRICES SPECIFICATIONS AND CONDITIONS ACCEPTANCE SIGNATURE ARE SATISFACTORY AND ARE HEREBY ACCEPTED. YOU ARE AUTHORIZED TO DO WORK AS SPECIFIED. PAYMENT WILL BE MADE AS OUTLINED ABOVE. KING ELECTRICAL CONTRACTORS Scope Sheet Fayetteville Square Garden Lighting Upgrade Phase 2 12/3/2021 Inclusions 1. Wiring per plans Division 26 electrical. No electrical specifications provided. Lighting fixture wiring and installation per plans dated 4/29/2021 sheets E2.2, and COF conduit pathway routing plan. COF will furnish and install all conduit and junction boxes. 2. Furnish and install B1, B2, B3 and U1 landscape flood light fixtures per the lighting fixture schedule on sheet E2.2. 3. Lighting contactor CT2 and controls. 4. Hoffman cabinet for Lumen touch controls and equipment. 5. Permit and inspection fees as required. 6. Hand digging for bollard bases and U1 pipe stanchions. 7. Excavations backfilled with existing dirt and tamped. 8. Equipment Connections: none. 9. Taxes. 10. Fire caulking. 11. Division 26 excavations dirt or spoils removal from site. Exclusions 1. Payment, Bid or Performance Bond. 2. Overtime labor. 3. No additional panels, disconnects, or transformers. 4. No U1 light fixture building up lighting, U2 and no Al or LT building tape lighting fixtures. 5. COF will furnish and install all conduit and junction boxes. 6. Any equipment, material, or labor delays due to COVID-19 infections, government or CDC recommended or required quarantine, restrictions, or policies. 7. Material price escalations greater than 10%. This will require a re -quote. 8. Any project delays or additional cost due to shipping, material, component supply chain issues, shortages, and availability. 9. Manufactures quoted price escalations will require a re -quote. 10. Engineering services, stamps, or plans. 11. Liquidated damages. 12. Furnishing or installing wiring and equipment for Fire Alarm, Phone, Data, CATV, VOIP, POS, Fiber Optic, CCTV, Security, Access control, Audio, and Video systems. 13. Allowances or unit prices. 14. Electrical System coordination and/or Arc Flash investigation, studies, calculations or reports. 15. Access panels for electrical equipment. 16. Demolition/debris or trash removal from site. 17. Cutting, painting, penetrations, backing or repair & patching of concrete, asphalt, walls, ceiling, roof or floors for electrical conduit & equipment. 18. Back filling Division 26 excavations with classified rock. 2 19. Any type of rock excavation. 20. Landscaping or repair due to Division 26 excavation. 21. Seismic bracing for fixtures or gear. 22. Transformer or housekeeping pads. 23. Backboards. 24. Cutting millwork for electrical raceway, wiring or devices. 25. Formed or finished concrete. 26. Asbestos or hazardous material abatement. 3 { of FaYEr'e � • 7 i i'PKaµS �S 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 258-20 File Number: 2020-0818 BID 420-58 AUSTIN KING, INC. D/BIA KING ELECTRICAL CONTRACTORS: A RESOLUTION TO AWARD BID #20-58 AND AUTHORIZE A CONTRACT WITH AUSTIN KING, INC. D/BIA KING ELECTRICAL CONTRACTORS FOR ELECTRICAL SERVICES ON AN ON -CALL BASIS FOR A TERM OF ONE YEAR WITH AN AUTOMATIC RENEWAL FOR UP TO FOUR ADDITIONAL ONE YEAR TERMS BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section I: That the City Council of the City of Fayetteviile, Arkansas hereby authorizes awards Bid #20-58 and authorizes a contract with Austin King, Inc. d/b/a King Electrical Contractors for electrical services on an on -call basis for a term of one year with an automatic renewal for up to four additional one year terms. PASSED and APPROVED on 10/20/2020 Page 1 Attest: `*,'rLERk <<1n��trrrrrr r0,-7 • G Kara Paxton, City Clerk Treasurys .9 �FI•;r`AS Printed on 10121120 City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 _1 _ Text File File Number: 2020-0818 Agenda Date: 10/20/2020 Version: 1 Status. Agenda Ready In Control: City Council Meeting File Type: Resolution Agenda Number: A.7 BID #20-58 AUSTIN KING, INC. D/B/A KING ELECTRICAL CONTRACTORS: A RESOLUTION TO AWARD BID #20-58 AND AUTHORIZE A CONTRACT WITH AUSTIN KING, INC. D/B/A KING ELECTRICAL CONTRACTORS FOR ELECTRICAL SERVICES ON AN ON -CALL BASIS FOR A TERM OF ONE YEAR WITH AN AUTOMATIC RENEWAL FOR UP TO FOUR ADDITIONAL ONE YEAR TERMS BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby authorizes awards Bid 920-58 and authorizes a contract with Austin King, Inc. d/b/a King Electrical Contractors for electrical services on an on -call basis for a term of one year with an automatic renewal for up to four additional one year teens. City of Fayetteville, Arkansas Page ! Printed on 10/19/2020 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 39-21 File Number: 2020-1154 BID # 20-58 KING ELECTRICAL CONTRACTORS, INC. - 2019 PARK IMPROVEMENT BOND PROJECT: A RESOLUTION TO APPROVE A PROPOSAL FROM KING ELECTRICAL CONTRACTORS, INC. IN THE TOTAL AMOUNT OF $50,050.00, PURSUANT TO BID # 20-58, FOR ELECTRICAL SERVICES ASSOCIATED WITH THE SQUARE LIGHTING AND ELECTRICAL IMPROVEMENTS PROJECT, TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $5,005.00, AND TO APPROVE A BUDGET ADJUSTMENT - 2019 PARK IMPROVEMENT BOND PROJECT WHEREAS, on October 20, 2020, the City Council awarded Bid # 20-58 and authorized a contract with Austin King, Inc. d/b/a King Electrical Contractors for electrical services on an on -call basis for up to five years. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves a proposal from King Electrical Contractors, Inc. in the total amount of $50,050.00, pursuant to Bid # 20-58, for electrical services associated with Square Lighting and Electrical Improvements Project, and further approves a contingency in the amount of $5,005.00. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution. PASSED and APPROVED on 2/2/2021 Page 1 Printed on 213121 Resolution: 39-21 File Number. 2020-1154 Attest: GOER K ���,��y' � • U T Y 0�;�9J,G rri Kara Paxton, City Clerk TreasureF FAYE�EV/t' i`�y'•;�gNSAs ••' •�' Page 2 Printed an 213121 City of Fayetteville, Arkansas 113 West Mountain Street w Fayetteville, AR 72701 (479)575-8323 i : Text File File Number: 2020-1154 Agenda Date: 2/2/2021 Version: 1 Status: Passed In Control: City Council Meeting File Type: Resolution Agenda Number: A.2 BID # 20-58 KING ELECTRICAL CONTRACTORS, INC. - 2019 PARK IMPROVEMENT BOND PROJECT: A RESOLUTION TO APPROVE A PROPOSAL FROM KING ELECTRICAL CONTRACTORS, INC. IN THE TOTAL AMOUNT OF $50,050.00, PURSUANT TO BID # 20-58, FOR ELECTRICAL SERVICES ASSOCIATED WITH THE SQUARE LIGHTING AND ELECTRICAL IMPROVEMENTS PROJECT, TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $5,005.00, AND TO APPROVE A BUDGET ADJUSTMENT - 2019 PARK IMPROVEMENT BOND PROJECT WHEREAS, on October 20, 2020, the City Council awarded Bid # 20-58 and authorized a contract with Austin King, Inc. d/b/a King Electrical Contractors for electrical services on an on -call basis for up to five years. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves a proposal from King Electrical Contractors, Inc. in the total amount of $50,050.00, pursuant to Bid # 20-58, for electrical services associated with Square Lighting and Electrical Improvements Project, and further approves a contingency in the amount of $5,005.00. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution. City of Fayetteville, Arkansas Page 1 Printed on 2/3/2021 Byron Humphry Submitted By City of Fayetteville Staff Review Form 2020-1154 Legistar File ID 2/2/2021 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item 1/12/2021 Submitted Date Action Recommendation: PARKS & RECREATION (520) Division / Department Staff recommends approval of a proposal, based on the City contract for electrical service established by Resolution No 258-20, from Austin King, Inc D/B/A King Electric in the amount of $50,050 with a project contingency in the total of $5,005 for electrical services associated with the Square Lighting and Electrical Improvements project. Also, approval of a subsequent budget adjustment. Budget Impact: 4605.860.7520-5806.00 4605 - Parks Project 2019 Bonds Account Number Fund Neighborhood Park Impvs. 46050.7520.3000 Square Lighting & Electrical Project Number Budgeted Item? . Yes Current Budget Funds Obligated Current Balance Does item have a cost? Yes Item Cost Budget Adjustment Attached? Yes Budget Adjustment Remaining Budget Project Title $ 10,888.00 $ 10,887.50 $ 0.50 $ 55,055.00 $ 55,055.00 $ 0.50 V20180321 Purchase Order Number: 2020-393 -Engineering Element! Previous Ordinance or Resolution # 258-20: RFQ 20-01. #15 Change Order Number: Original Contract Number: Comments: Approval Date: CITY OF ilk) FAYETTEVILLE ARKANSAS MEETING OF FEBRUARY 2, 2021 TO: Mayor and City Council CITY COUNCIL MEMO THRU: Susan Norton, Chief of Staff Connie Edmonston, Parks and .Recreation Director FROM: Byron Humphry, Park Maintenance Superintendent DATE: January 12, 2021 SUBJECT: Square Electrical Improvements RECOMMENDATION: Staff recommends approval of a proposal, based on the City contract for electrical service established by Resolution No 258-20, from Austin King, Inc D/B/A King Electric in the amount of $50,050 with a project contingency of $5,005 for a total of $55,055 for electrical services associated with the Square Lighting and Electrical Improvements Park Bond Project. Also, approval of a subsequent budget adjustment. BACKGROUND: The Downtown Square lighting and electrical service was last renovated in 2008 and included new streetlights on the exterior of the square, bollard lighting in gardens, and better distribution of electrical service to accommodate the Lights of the Ozarks display. Since that renovation, much has changed with the electrical and lighting requirements around the square. The use of LED lighting for both Lights of the Ozarks and streetlights decreased the amount of electrical service required in some areas whereas the popularity of food trucks and street vendors has increased the demand for larger service in other areas. In addition, the Old Post Office building has changed ownership and use, now as a restaurant, requiring better pedestrian lighting and visibility for the interior sidewalks to create a safer and more inviting nighttime environment. The 2019 Parks Bond Program included $85,000 to upgrade the electrical service around the square to accommodate food trucks and vendors, eliminating the need for noisy generators. The project also called for enhanced lighting within the Square Gardens to highlight the gardens and the Old Post Office building. Engineering Elements was selected to design the electrical and lighting improvements (RFQ 20-01, Selection #15) for $8,000. DISCUSSION: The Downtown Square Gardens project, to enhance the garden lighting and improve the electrical infrastructure for vendors, will be split into two phases. This proposal is to complete the first phase which is to install power receptacles around the exterior of the, square to Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 accommodate vendors. Currently, the only power available for vendors is to utilize the same power supply for the Lights of the Ozarks. This power supply is on a timer and is only active when the lights are on at night. Allowing vendor use is very difficult for staff to manage and still maintain ample power for the lighting supply which has resulted in vendors using noisy generators or trying to share power with the light display. This project will provide new 50-amp and 20-amp service for vendors that is on a separate power grid from the light display where electricity will always be available. The second phase of the project will focus on the addition of lighting within the gardens and along the interior sidewalk to increase safety and visibility for pedestrians. The Transportation Committee met on December 29, 2020to determine if the lighting of the sidewalk with streetlights met the goals and funding of the Downtown Sidewalk/Walkability Improvements Bond Project. The committee asked staff to investigate a more decorative lighting design with a focus on highlighting the gardens and Old Post Office with lights in an artistic manner that allows for color and brightness control which could vary based on seasons or events and also provide ample lighting to accommodate safe pedestrian usage. Staff is currently working on the electrical design for this phase. BUDGET/STAFF IMPACT: ` 11 The total cost of phase one of this project, to add vendor electrical power, with King Electric is $50,050 with a project contingency of $5,005 and will be funded from the Neighborhood Parks Square Lighting and Electrical Park Bond Project. A budget adjustment is included with this council item. Attachments: King Electric Proposal Resolution 258-80 Engineering Elements Agreement KING ELECTRICAL CONTRACTORS 2145 WEST MOORE LANE FAYETTEVILLE AR 72704 479-443-0006 FAX 479-443-1719 Email: tim@ckingelectric.net PROPOSAL TO: PHONE DATE Byron Humphry 1-11-2021 JOB NAME Fayetteville Square Power for Flower Beds JOB DESCRIPTION This price is to install power for the 50amp pedestals that are provided by the city and the 20amp pedestals provided by the city. This includes pulling new wire and to separate the panels as per drawings Mat. $28,050.00 Labor $22,000.00 PROPOSAL GOOD FOR 30 DAYS DOLLARS: $ 50,050.00 TERMS: PAYMENT DUE UPON RECEIPT OF INVOICE AUTHORIZED SIGNATURE A FINANCE CHARGE WILL BE CHARGED ON ALL PAST DUE ACCOUNTS OF .0833% PER MONTH. ALL Tim Edwards ATTORNEY FEES WILL BE COLLECTED ON PAST DUE ACCOUNTS. THE ABOVE PRICES SPECIFICATIONS AND CONDITIONS ACCE ANCE SI URE ARE SATISFACTORY AND ARE HEREBY ACCEPTED. YOU ARE AUTHORIZED TO DO WORK AS SPECIFIED. PAYMENT WILL BE MADE AS OUTLINED ABOVE. 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 258-20 File (dumber: 2020-0818 BID #20-58 AUSTIN KING, INC. D/B/A KING ELECTRICAL CONTRACTORS: A RESOLUTION TO AWARD BID #20-58 AND AUTHORIZE A CONTRACT WITH AUSTIN KING, INC. D/B/A KING ELECTRICAL CONTRACTORS FOR ELECTRICAL SERVICES ON AN ON -CALL BASIS FOR A TERM OF ONE YEAR WITH AN AUTOMATIC RENEWAL FOR UP TO FOUR ADDITIONAL ONE YEAR TERMS BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby authorizes awards Bid #20-58 and authorizes a contract with Austin King, Inc. d/b/a King Electrical Contractors for electrical services on an on -call basis for a term of one year with an automatic renewal for up to four additional one year terms. PASSED and APPROVED on 10/20/2020 Attest: ``,�1t1t111r1/r7�� GLERK,�!�,. 01.0 Kara Paxton, City Clerk Treasuret::; ; F`1, ;,�,, Page 1 Printed on 10121120 City of Fayetteville, Arkansas Text File File Number: 2020-0818 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Agenda Date: 10/20/2020 Version: 1 Status: Agenda Ready In Control: City Council Meeting File Type: Resolution Agenda Number: A.7 BID #20-58 AUSTIN KING, INC. D/B/A KING ELECTRICAL CONTRACTORS: A RESOLUTION TO AWARD BID #20-58 AND AUTHORIZE A CONTRACT WITH AUSTIN KING, INC. DB/A KING ELECTRICAL CONTRACTORS FOR ELECTRICAL SERVICES ON AN ON -CALL BASIS FOR A TERM OF ONE YEAR WITH AN AUTOMATIC RENEWAL FOR UP TO FOUR ADDITIONAL ONE YEAR TERMS BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby authorizes awards Bid #20-58 and authorizes a contract with Austin King, Inc. d/b/a King Electrical Contractors for electrical services on an on -call basis for a term of one year with an automatic renewal for up to four additional one year terms. City of Fayetteville, Arkansas Page 1 Printed on 10/19/2020 Engineering Elements, PLLC 2458 E. Joyce Blvd; Suite I Fayetteville; Adonsas 72703 Phone (479) 695-1333 Fax: (479) 251-7982 April 28, 2020 Ms. Andrea Foren City of Fayetteville 113 West Mountain Street Fayetteville, AR 72701 Re: Square Garden Lighting and Power Improvements Fayetteville, Arkansas Ms. Foren, I am pleased to propose electrical engineering services to you for the above referenced project. This proposal is based on the preliminary information I received from Mr. Wade Abernathy and from a conference call that occurred on April 28, 2020. It is my understanding that this project will consist of new lighting at the interior of the Square including walkway lighting, garden lighting and accent lighting on the Old Post Office. Our services will include standard basic engineering services consisting of preliminary design and design development, contract documents, bidding assistance, submittal review and construction observation. This level of services will pertain to the following systems as our part of the work. ' MEP Services: Our services include the following standard engineering services: a. Preliminary Design and Design Development. Two design review meetings are planned to evaluate design and light fixture selections. b. Contract Documents c. Bidding Assistance d. Value Engineering Process e. Submittal Review and Construction Observation. Scope of Systems Designed: The above -listed services will apply to the electrical systems listed below. Electrical: i. Exterior site lighting systems including walkway lighting, landscape lighting and building accent lighting. Specific care will be given to the selection of fixture characteristics such as lamp color temperature, aesthetics, camera mounting options and control systems. All new lighting shall feature LED lamp technology. ii. New lighting controls. Options will be explored and considered prior to final specification such as astronomical clock timers and wireless apps. Controls will include a hand -off -auto switch for manual override of lighting systems. iii. Electrical power distribution system for all new fixtures including conduit, wiring and overcurrent protection. iv. Additional electrical service capacity and service panelboards as necessary. V. General purpose power for vendor and food truck connection. Location and amperage of new receptacles will be reviewed and defined with City. vi. Empty conduit system for Owner furnished equipment where necessary. This includes new cameras provided under a separate contract. vii. Cost estimates for construction. 3. Fee: The fee for the above described services is proposed as a Fixed Fee of Eight Thousand Dollars ($8,000) for our portion of the work plus any reimbursable expenses attributed to the project. Additional services that you may request will be provided on an hourly basis utilizing the following hourly rates: Principal Engineer $165 Project Engineer $135 Designer $80 Administration $50 If this proposal is acceptable please sign in the space provided and return a copy for my files. If you have any questions or need additional information, please contact me. Sincerely, Shane R. Lanning, P Engineering Eleme s, PLLC 2 City of Fayetteville, Arkansas - Budget Adjustment Form (Legistar) Budget Year Division PARKS & RECREATION (520) /Org2 2021 (BY) I Requestor: Byron Humphry Adjustment Number BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: Staff recommends approval of a proposal, based on the City contract for electrical service established by Resolution No 258 20, from Austin King, Inc D/B/A King Electric in the amount of $50,050 with a project contingency in the total of $5,005 for electrical services associated with the Square Lighting and Electrical Improvements project. Also, approval of a subsequent budget adjustment. COUNCIL DATE: 2/2/2021 LEGISTAR FILE ID#: 2020-1154 Ke'vi vL'Spr&nW-4" 1212312020 4:17 PM Budget Director TYPE: JOURNAL #: Date D - (City Council) RESOLUTION/ORDINANCE GLDATE: CHKD/POSTED: 2/2/2021 TOTAL Account Number - _ Increase / (Decrease) Expense Revenue Proiect.Sub# Project Sub.Detl AT v.20201112 Account Name 4605.860.7520-5806.00 50,050 - 46050 7520.3000 EX Improvements - Park 4605.860.7520-5911.99 4605.860.7999-5899.00 5,005 - (55,055) - 46050 46050 7520.3000 EX 7999 EX Contingency - Capital Project Unallocated - Budget H:\Budget Adjustments\2021_Budget\City Council\02-02-2021\2020-1 154 BA Square Lighting 1 of 1 CITY OF ._ FAYETTEVILLE ARKANSAS TO: Chris Brown, Public Works Director THRU: Matt Mihalevich, Trails Coordinator FROM: Dane Eifling, Mobility Coordinator DATE: December 7th, 2021 SUBJECT: City -Wide Speed Limit Adjustments STAFF MEMO RECOMMENDATION: Staff recommends a city-wide review and adjustment of speed limits based on street classification and usage. BACKGROUND: An ordinance amendment to lower the default residential speed limit from 25 to 20 miles per hour (MPH) was passed unanimously by the Fayetteville City Council on Oct. 5, 2021 and went into effect. effect Nov. 6, 2021. Prior to the amendment residential streets defaulted to 25 MPH while business districts defaulted to 20 MPH. The change to the default speed limit only effects streets that have no posted speed limit. During discussion of the amendment Counsel Members requested that staff implement the new speed limits and provide adequate public information and justification for changes. DISCUSSION: Following the passage of the ordinance amendment City staff conducted a review of speed limits on all city streets with the goal of better aligning speed limits with street classifications and desired operating speeds. Staff also created a GIS map of current and proposed speed limits for all city streets. State highways, private drives and University of Arkansas controlled streets were not included in the review. Streets classified as Residential Link or Downtown Urban are to be lowered from 25 to 20 MPH default. Exceptions were made for approximately 50 Residential Link and Downtown Urban street segments to remain at 25 MPH based on each streets' design -speed, function and capacity. Speed Limits on 11 streets of the higher Neighborhood Link classification are recommended to increase from 25 to 30 MPH. Speed limits on 5 neighborhood link street segments are recommended to be lowered to improve consistency across corridors. The University of Arkansans is implementing a campus -wide 20 MPH speed limit and UA staff has requested lowering speed limits on some city streets around the campus which are listed in the attachment. BUDGET/STAFF IMPACT: TBD Attachments: Spreadsheet of street and changes; GIS Map Mailing Address: 113 W. 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CITY OF FAYETTEVILLE ARKANSAS CITY OF FAYETTEVILLE TRANSPORTATION BOND PROGRAM PROGRESS REPORT — DECEMBER 2021 The Transportation Bond Program consists of projects that will be designed, contracted, and administered by City Staff or consultants/contractors working for the City. Funding for the Bond Program includes $36 million in bonds for the first phase of the program. UPCOMING CONSTRUCTION PROJECTS PROJECT NAME BID DATE ESTIMATED CONST. COST Center/Harmon Intersection January 11, 2022 $1,800,000.00 Archibald Yell Blvd. Safety Improvements January 11, 2022 $1,600,000.00 Midtown Corridor — Porter and Deane at PD Site In Process $4,283,118.00 CURRENT CONSTRUCTION PROJECTS PROJECT NAME ESTIMATED CONSTRUCTION COMPLETION CONTRACT Zion Rd. (Vantage to Crossover) February $4,395,109.35 2022 Sain St. Extension February *$607,900.29 2022 Shiloh Fulbright Intersection October $1,680,751.00 2022 *Transportation Bond Program portion of the contract. COMPLETED PROJECTS PROJECT NAME COMPLETION YEAR ORIGINAL BUDGET FINAL PROJECT COST Rupple Road 2021 $3,000,000 $3,532,722.51 Steamboat Dr./Dorothy Jeanne 2021 $670,000 $410,979.35 Centennial Park Entrance Drive 2021 $1,000,000 $834,721.75 Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 For details regarding each of the Transportation Bond Projects, use the links provided below for each project. 1) RUPPLE ROAD (TANYARD DR. TO WEIR RD.) https://www.favetteville-ar.gov/3597/Rupple-Road-Extension 2) ZION ROAD PHASE II (VANTAGE DR TO CROSSOVER RD) https://www.fayetteville-ar.gov/3586/Zion-Road-Improvements 3) STEAMBOAT / DOROTHY JEANNE CONNECTION https://www.fayetteville-ar.gov/3596/SteamboatDorothy-Jean ne-St-Connection 4) SHILOH DR. / FULBRIGHT EXPRESSWAY INTERSECTION https://www.fayetteville-ar.gov/3594/Shiloh-DrFuIbright-Expressway-I ntersecti 5) CENTER / HARMON INTERSECTION https://www.favetteville-ar.gov/3595/CenterHarmon-Intersection 6) MIDTOWN CORRIDOR https://www.favetteviIIe-ar.gov/3877/Midtown-Corridor-Prowect 7) SAIN STREET EXTENSION (FRONT ST. TO JOYCE BLVD.) https://www.favetteville-ar.gov/3598/Sain-Street-Extension 8) MAPLE ST. CYCLE TRACK https://www.favetteville-ar.gov/3581 /Maple -Street -Cycle -Track 9) 15t" ST. / RAZORBACK RD. INTERSECTION https://www.favetteville-ar.gov/3592/15th Razorback -Intersection 10) HIGHWAY 71 B CORRIDOR https://www.favetteville-ar.gov/3588/Highway-71 B-Corridor 11) APPLEBY / PLAINVIEW / ROLLING HILLS CONNECTION https://www.favetteville-ar.gov/3771 /ApplebyPlainviewRolling-Hills-Connection 12) ARCHIBALD YELL BLVD. SAFETY IMPROVEMENTS 4 https://www.faVettevi I le-ar. gov/3584/Arch i ba Id -Yell -Blvd -Safety -Improvements 13) ROLLING HILLS IMPROVEMENTS (COLLEGE TO OLD MISSOURI) https://www.faVettevilie-ar.gov/3585/Rolling-Hills-Improvements 14) JOYCE BLVD. SAFETY IMPROVEMENTS https://www.faVettevi I le-ar. gov/3732/Joyce-B lvd-Safety-Improvements 15) NORTH ST. / MISSION BLVD. CORRIDOR https://www.faVetteville-ar.gov/3589/North-Street-Corridor 16) OLD WIRE RD. CYCLE TRACK (EXTENSION) https://www.fayetteville-ar.gov/3583/Old-Wire-Road-Cycle-Track 17) PAVEMENT MAINTENANCE / OVERLAYS https://www.faVetteviIle-ar.gov/3600/Pavement-Maintenance0verlaVs • 16.68 Miles of overlays have been completed as of December 2021 • $2,634,633.23 of the $2,700,00 has been spent or encumbered as of December 2021. 18) TRAFFIC SIGNAL HARDWARE / UPGRADES https://www.fayetteville-ar.gov/3599/Signal-HardwareSoftware-Upgrades • 103 of 109 signal controllers and 53 of 66 Video Detectors have been upgraded as of December 2021. • $1,151,838.51 of the $1,400,000 has been spent or encumbered as of December 2021. 2021 Overlay Projects COMPLETED Street To From Length (ft) Width (ft) Tons Plumberosa Dr. Finger Rd. City Limits 2890 18 942 85TH Ave. Wedington Dr. Goose Creek Rd. 6037 23 1698 Ravenswood Ln. Country Club Dr. Club Oak Dr. 419 24 123 Club Oak Dr. Ravenswood Ln. 29th Ct. 1175 24 344 29th Ct. Sand Trap Ln. Cul de sac 577 26 183 Country Club Dr. 29th Circle Sand Trap Ln. 345 24 102 28th Circle Cul de sac Country Club Dr. 401 26 128 27th Circle Cul de sac Country Club Dr. 300 25 92 West Ave. 11th 15th 1286 25 393 West Ave. 15th Salvation Ln 421 30 155 Tally HO Dr. Hunt Ln. Cul de sac 922 30 338 Steeple Chase Dr. Dead End Hunt Ln. 550 30 202 Deane Solomon Rd. Shiloh Dr. 112 8700 26 2765 Kings Dr. Mission Blvd. Arlington Ter. 1130 26 360 Old Dominion Way Natchez Trace Skillern Rd. 532 26 170 James Town Natchez Trace Cul de sac 346 26 110 Natehez Trce. Williamsburg Ln. Jamestown Rd. 503 28 173 Williamsburg Natchez Trace Cul de sac 295 28 101 Raliegh Circle Charleston Xing Cul de sac 286 27 95 Valerie Dr. Hillside Ter. Joyce St. 2300 22 619 Hillside Ter. Dead End Crossover Rd. 1488 24 437 Chestnut Ave. Popular St. Dead End 1065 30 391 Birch Ave. Popular St. Dead End 391 16 77 Old Farmington Rd. Shiloh Dr. One Mile Rd. 2187 27 722 Centinial Old Farmington Rd Centennnial Park 3901 18 1288 Persimmon St. 54TH St. Broyles Ave. 2645 22 712 Maple St Razorback Rd. Oliver Ave. 399 26 127 Arbuckle Ln. MLK Dead End 308 23 87 Main St. Eastern Ave. Lewis Ave. 327 17 68 Neptune St. Eastern Ave. Dead End 295 18 65 Venus St. Eastern Ave. Dead End 322 21 83 Mitchell St. Razorback Rd. Gabbard Dr. 1154 30 424 Eastern Ave Nettleship St. MLK 1740 20 426 Palmer PI. Palmer Ave. Hartman Ave. 291 24 86 Palmer Ave. Center St. Palmer PI. 331 20 81 Hotz Palmer PI. Hartman Ave. 388 27 129 Hartman Hotz Dr. Nettleship St. 1300 27 429 Razorback Rd Maple St. Cleveland St. 1288 23 362 Sang Ave. Cleveland St. Wedington Dr. 1317 28 451 Leverette Douglas St. North St. 2060 24 605 Hughes Leverette Ave. jAlley 150 22 41 Hughes St. jAlley IGarland Ave. 1 1331 261 43 Oakland Hughes St. Dead End 142 20 35 Lindall Eagle St. Hughes St. 675 27 223 Church St. Center St. Spring St. 713 30 262 54th St. Sellers Rd. Woolsey Farm Rd. 1323 20 122 Woolsey Farm Broyles Ave. 54TH 1265 21 122 Forest Hills Dr. 85th Ave. Walnut Ridge Ln. 2569 45 530 Cedar Ridge Cul de sac Cul de sac 1065 30 165 Sand Trap Ln. Country Club Dr. Dead End 164 31 63 Holly St. Leverette Ave. Oakland Ave. 365 26 116 Holly St. Oakland Ave. Lindell Ave. 345 30 127 Lindall Parking Lot Holly St. 214 18 48 Double Springs Rd. Dot Tippton Shreve DR. 3261 21 837 Gravel Rd. Double Springs Dead End 868 19 303 Sellers 54TH St. Double Springs Rd. 3976 21 672 Hill St. Stone St. RR Tracks 650 22 66 College Ave. MILK 15TH 2919 28 375 Ash St. Walnut Ave. Old Wire Rd. 2687 25 308 Walnut Sycamore St. Walnut St. 690 24 76 Sycamore College Ave. Walnut St. 780 26 92 Katherine Ave. Wroxton Ct. Oak Bailey Dr. 615 32 91 Oak Bailey Dr. Old Wire Rd. Katherine Ave. 1307 30 180 Charlee Ave Rutherford Ave Mission Blvd. 1217 30 168 Walnut Gunter St. Prospect St. 1136 21 292 Johnson Walnut Ave. Oliver Ave. 432 20 106 Olive Ave. Maple St. Prospect St. 1482 20 363 Huntsville Rd. Blair Ave. Morningside Dr. 511 54 338 MLK College Ave. Blair Ave. 2140 28 733 College Ave. Rock St. MLK 1649 28 565 Total 88055 23605 UP NEXT Cardwell Ln. Razorback Rd. Oliver Ave. 397 24 117 Wood Ave. MILK McClinton St 1445 21 140 Clark St. Dead End Dead End 1301 22 350 Anson St. Dead End Dead End 1390 26 442 Ray St 100 Ft. N of 4th Huntsville Rd. 1780 22 479 Charston Xing Fredricksburg Cir. Cul de sac 933 26 297 Beechwood Ave. MLK 15th 2785 28 953 Brooks 15th St. Boone St. 1097 24 322 Garland Ave. Boone St. Cato Springs Rd. 1751 24 514 Prospect Park Ave. Wilson Ave. 1532 23 431 Ila Park Ave. Wilson Ave. 1502 28 514 Mt. Comfort Garland Ave. Addington Ave. 1008 26 321 Finger MLK City Limits 4372 20 1067 Huntsville Rd. Mill Ave. Mashburne Ave 1784 24 524 Mashburne Ave. Huntsville Rd. MLK 126 54 84 Mill I Rock ST ISouth St. 1 3381 22 91 Rock Ave. College Ave. Mill Ave. 538 24 158 West Ave. Meadow St. Prarie St. 2106 22 567 Prairie School St. Government 925 23 260 South St. School St West Ave. 327 30 120 Gregg Ave Center St. MLK 2333 22 628 Government Dead End MLK 540 28 185 School St. South St. Archibald Yell Blvd 424 30 156 Oaks Manor Dr. Sheryl Ave Rollig Hills 1968 30 722