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UHills Streets Committee Meeting Minutes, Next Meeting: Attendees: Committee Members: Tom Sontag Dale Brodsky Henry Moglia Claud Eley Adele Tuchler Tom Keating Bob Boland Rob Klahr John DeHart Chuck Goldfarb Trustees: Jim Wheeler Larry Connor Scott Wilson Review and Approval of minutes from committee meeting of Not done. Approval will be assumed unless someone raises
a question. REPORT of the Engineering Subcommittee: The Engineering subcommittee distributed a four page
report and two pages of spreadsheets summarizing their
activities since the formation of the committee and their recommendations. The focus of this meeting was to vote on several specific issues. The issues discussed and voted are were: 1. Whether to include driveway aprons in our recommendation? 2. What our plan is for the Kingsbury sewer issue? 3. What recommendation to make for curb and gutter repairs? 4. Whether to use a NID or a “pay-as-you-go” option to fund the repairs we are going to recommend? 5. What level of funding to request for a NID if that is the way we decide to fund the repairs we are going to recommend? 6. How should the cost of the repairs be assessed across the subdivision? Each of these issues generated discussion, some more than others. Note: There were 10 voting members of the committee present. When the Trustees called for the formation of the committee, they included in their guidelines that Trustees would be non-voting members of the committee. Aprons: The Engineering Subcommittee summarized their recommendation which had two parts: 1. That portion of an apron that comprises the gutter should be evaluated using the same criteria as the rest of the gutter and if found to be in need of repair, that portion of the apron should be saw-cut and replaced as part of the curb and gutter replacement program. 2. The trustees continue to replace full aprons on a case-by-case basis. VOTE: 10-0 in favor of the Engineering Subcommittee recommendation. Kingsbury Sewer: There was some discussion about whether there is anything we can do through a private contractor or consultant to gather evidence to convince MSD that there is a sewer problem on Kingsbury. The Engineering Subcommittee
recommended that we continue with our plan to patch and repair Kingsbury while
still trying to work with MSD to convince them that there is a sewer problem. VOTE: by consensus (no objections raised) the Engineering Subcommittee’s recommendation was accepted Curb and Gutter Repair Alternatives: Six options were put before the committee by the Engineering Subcommittee: 1. No action 2. Functional Curb and Gutter Replacement (about 21% of the curb and gutter) 3. Functional and Marginal Curb and Gutter Replacement (about 37% of the curb and gutter) 4. Complete Curb and Gutter Replacement 5. Reitz and Jens Recommendation 6. Upgrade to U. City Standards These options are detailed in the attached Engineering Subcommittee report. Options 1, 5 and 6 were discarded immediately by the committee. The discussion centered on options 2 and 3. Options 2 and 3 are both defined as 20 year programs which include the same amounts of the following items: · selected pavement repairs (Kingsbury) in · applications of chip-seal in years 2 and 12 · pavement/gutter interface repairs · MSD inlet repair and new inlet installation The main difference between options 2 and 3 is the amount of curb and gutter that would be replaced. All of the pavement repairs, pavement/gutter interface repairs, MSD inlet repair, MSD new inlet installation and curb and gutter replacement would occur in years 1 and 2 prior to the application of chip-seal in year 2, aside from normal maintenance. The Engineering Subcommittee recommended taking a purely functional approach. According to their surveys of the curbs and gutters about 21% is deteriorated to the point of being non-functional. About another 16% shows some small amount of cracking but is still functional. Their recommendation was to replace the 21% of non-functional curb and gutter now. They argued that the next 16% was still functional and to replace it was just doing cosmetic improvements. Other members of the committee argued that the extra 16% should be considered marginal and should be included in the repairs done in the first 2 years. Included in this argument was the belief that especially if we went with a NID (see later discussion) to fund the repairs, doing more work up front left the subdivision in a better position later. VOTE: 7 votes for Functional and Marginal Curb and Gutter Replacement 3 votes for Functional Curb and Gutter Replacement 0 votes for Complete Curb and Gutter Replacement NID vs. “Pay-as-you-go”: Dollar amount of NID to recommend: The Engineering Subcommittee had previously put a plan before the committee that would pay for repairs on a year by year basis out of the current funds that should be available to the subdivision with an additional infusion of funds from a special assessment. This has been referred to as the “pay-as-you-go” plan. Rob Klahr put out a memo (attached to these minutes) that argued the benefits of a NID approach. The discussion of NID vs. “Pay-as-you-go” and what level of NID were intertwined and lengthy. The four main points of discussion were: 1. Fairness to current vs. future residents 2. Protection of the financial well-being of the subdivision 3. Flexibility of NID vs. Special Assessment 4. Management by U.City vs. self-managed The following is a summary of the discussion of these four points. The way a NID would be assessed
is that at completion of work A NID approach would leave most of the yearly assessment funds untouched and available for other uses including any unforeseen needs, for example, damage due to an extremely bad storm. The “Pay-as-you-go” option would leave less margin for such unforeseen needs. A NID would allow each property owner to decide whether they wanted to pay their share over time (probably up to maximum of 10 years at some interest rate) or to pay it in a lump sum. With a special assessment there would be no option for a property owner to finance their share over a number of years. A NID approach would include the
potential benefit of having VOTE: 9-1 in favor of recommending using a NID. VOTE: 5 votes for recommending a NID to cover all work in years 1 and 2 up to first chip-seal plus enough to cover chip-seal in year 12. (about $600K) 3 votes for recommending a NID to cover 100% of work over 20 years (about %825K) 2 votes for recommending a NID to cover all work in years 1 and 2 up to first chip-seal (about $500K) How to Assess the cost of repairs: The discussion on how to assess the cost of the repair program centered around these points: · What was fair to the property owners? · What would be acceptable to the property owners? · What was the justifiably right way to assess the costs? The three options put before the committee were: 1. Use the current per frontage feet based method 2. Use a flat per lot method 3. Use a hybrid: 50% by frontage feet based method, 50% by flat per lot method One argument put forth was that the neighborhood was founded on the premise of diversity and that the higher economic end of the neighborhood would carry a larger share of the costs. This would lend weight to the frontage feet method being the method to use. It was also suggested that using the frontage feet method was the simplest since it is what we currently use for yearly assessments and would be what property owners would be expecting. Another argument was that this type of repair program was a neighborhood wide program independent of property value and should be shared in a flat per-lot method. A compromise argument was given that the method should be somewhere in between and perhaps a hybrid approach was best. VOTE: 6 votes for Assessment by flat Per Lot 2 votes for Assessment by Frontage feet. 1 vote for Hybrid (50%
Frontage, 50% Per 1 abstain The Communications Subcommittee will work on incorporating all the decisions made at this meeting and some of the background work that was done through the past months into a final report. A draft of this report should be available to committee members in within a week and will be presented to the Trustees and distributed to property owners when approved by the committee. Next Meeting: Attached: Engineering Subcommittee Summary
Memorandum from Rob Klahr Engineering
Subcommittee Alternatives
Evaluation Pavement Evaluation According to Reitz, and Jens, Inc. (R&J) Pavement and
Drainage Evaluation, § University Hills pavement consists of layers of chip seal (gravel with an asphalt binder) over a crushed rock base. § The combination of pavement thickness, composition, and materials and the soil subgrade types are generally suitable for a light residential street pavement. § Existing pavement throughout the subdivision is exhibiting fatigue failure. § Thin wearing surfaces are being overloaded by vehicle turning forces at intersections. § Wheel track rutting was observed in many areas. § Pavement degradation will continue, if not accelerate, with time. § There are no interim measures, other than spot repairs of known problem areas, that will prolong the life of the streets. Pavement inspection was performed by the Engineering Subcommittee and municipal pavement engineers known to the subcommittee. The consensus opinion of these engineering professionals was that the streets were not in the state of imminent failure suggested by R&J. Furthermore, it was their consensus opinion that that the life of the streets could indeed be prolonged through spot repair and ongoing maintenance. Recommended maintenance included periodic application of chip-seal, repair of areas of localized pavement or subbase failure, and repair of curb and gutter and gutter/pavement interface to minimize moisture intrusion into the subbase. The subcommittee met with R&J project and management
personnel on Stormwater Inlets and Piping Discussions with the MSD has prepared bid packages for performing inlet repairs. They are awaiting internal approval. Our MSD contact suggests that approval is a formality and hopes to solicit bids and award most of the work by January, 2006. Planning for the installation of new inlets has not begun. We will remain in contact with MSD to track and support performance of this work. The cost of each alternative will increase by approximately $75,000 if the cost of this work must be borne by University Hills. Driveway Aprons Reitz and Jens estimated that approximately 20% of driveway
aprons were deteriorated and in need of replacement. Although a specific inventory and evaluation
was not performed, the subcommittee believes that less than 20% of the aprons
are nonfunctional. The trustees have indicated that they have replaced aprons on a case-by-case basis. The Subcommittee generally recommends that the Trustees continue this practice. Where that portion of the apron that comprises the gutter is significantly cracked and broken, that portion should be saw-cut and replaced as part of the curb and gutter replacement program. Whether or not a car “bottoms out” on a driveway apron may have as much to do with the vehicle or the street grade as with the apron. It is unlikely that many apron alignments have changed significantly since properties were purchased. Realignment of an apron to eliminate “bottoming” while maintaining adequate drainage will be far more difficult and expensive than like-for-like replacement of broken or crumbling concrete. We recommend that the trustees continue the practice of replacing aprons on a case-by-case basis. SUMMARY OF ALTERNATIVES 1. No Action. This alternative does no replacement or repair of curb, gutters, and streets beyond minimal maintenance and repair.
2. Functional (21%) C&G Replacement. This alternative replaces curb and gutter that is significantly damaged or nonfunctional. This alternative replaces approximately 21% of the curb and gutter and repairs approximately 15% of the pavement/gutter interface. This alternative performs selected pavement repair (Kingsbury), provides two applications of chip-seal, and performs pavement repair as needed.
3. Functional (37%) C&G Replacement. This alternative replaces all curb and gutter
with more than minor cracking. This alternative replaces approximately 37% of the curb and gutter
and repairs approximately 15% of the pavement/gutter interface. This alternative, performs selected pavement
repair (Kingsbury), provides two applications of chip-seal, and performs pavement
repair as needed.
4. Complete C&G
Replacement. This alternative
replaces 100% of the curb and gutter and repairs 100 % of the pavement/gutter
interface. This alternative performs
selected pavement repair (Kingsbury), provides two applications of chip-seal,
and performs pavement repair as needed.
Note that curb and gutter that has been installed recently will not be
replaced.
5. R&J Recommendation. The Reitz and Jens alternative replaces 100% of the curb, gutter, and streets, repairs certain existing stormwater inlets and provides new inlets as appropriate. This alternative does not provide for routine maintenance of curb, gutter, or streets after installation.
6. U City Standard. This alternative will bring the streets,
curb, and gutter up to University Standards. It replaces 100% of the curb,
gutter, and streets, repairs certain existing stormwater
inlets and provides new inlets as appropriate.
This alternative will widen Teasdale, Creveling,
COST SUMMARY The estimated cost of each alternative is summarized below. Please be aware that these are estimates only, in spite of the accuracy implied by spreadsheet-generated values with six significant figures.
2.
Average. No use of annual assessment or
capital improvement fund is assumed.
Partial funding through annual assessment and capital improvement fund
will reduce per resident cost. 3. Additional Cost if Inlet Repair and New Inlets are not provided by MSD = $75,000. Memorandum
At the meeting of the University Hills Streets Committee
(the “Committee”) held on This memorandum addresses the possible benefits of using a neighborhood improvement district assessment (a “NID Assessment”) to fund some of all of the street repairs rather than funding those repairs on a “pay-as-you-go” basis. Where applicable, it also points out specific areas where the assumptions regarding the Special Assessments should be refined. All capitalized terms not otherwise defined herein shall have the meaning given to such terms in the Indenture. 1. BackgroundOne of the “pay-as-you-go” proposals calls for replacement of approximately 21% of the curb and gutter in the years 1 and 2 and a chip and seal of the streets in years 2 and 12 of the street repairs (“Proposal #1”). The cost of the street repairs in the years 1 and 2 is approximately $300,000. This proposal calls for a Special Assessment of approximately $150,000 in year 2 of the street repairs with the remaining $150,000 to be funded out of the annual General Assessment (including both the Base Amount and the Capital Improvement Fund Amount) and all of the cash on hand in the Capital Fund. The other “pay-as-you-go” proposal calls for replacement of 100% of the curb and gutter in years 1 through 10 and a chip and seal of the streets in years 2 and 12 of the street repairs (“Proposal #2”). The cost of the street repairs in years 1 through 10 is approximately $828,000. This proposal calls for Special Assessments of approximately $268,000 in years 2 through 10 with an additional Special Assessment of $53,000 in year 12 to cover a portion of the costs of the chip and seal. The remaining $560,000 of costs in years 1 through 10 would be funded out of the annual General Assessment (including both the Base Amount and the Capital Improvement Fund Amount) and all of the cash on hand in the Capital Fund. 2. Benefits of a NID AssessmentRegardless of whether the Committee ultimately decides to pursue Proposal #1 or Proposal #2 or something in between, there are several benefits to funding these street repairs through a NID Assessment rather than on a “pay-as-you-go” basis. These benefits are as follows: a.
With a NID Assessment, the City of
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