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CR 02-136 Public Hearing - 2003 Street Improvements - G \ T Y o F- August 14, 2002 - Council Report 2002 -136 HOPKIN';:) . PUBLIC HEARING 2003 STREET AND UTILITY IMPROVEMENTS CITY PROJECT 02-10 Proposed Action. Staff recommends the following motion: "Move that Council adopt Resolution 2002-75, Resolution Ordering Improvement After Public Hearing, 2003 Street and Utility Improvements, City Project 02-10, and companion Resolution 2002-74, stating City's intent to sell revenue bonds to fund this project, and authorize the Mayor and City Manager to enter into an agreement with Bolton and Menk, Inc., for engineering services related to the 2003 Street and Utility Improvement Project." This action continues an assessable project for street upgrading. Overview. At the May 21, 2002, meeting, the Hopkins City Council authorized Bolton and Menk, Inc., to prepare a feasibility study concerning street improvements on 5th A venue t1-0111 3 ru Street South to Highway 7 and 2nd Street NOlih from 5th Avenue North to 6th Avenue North. The report was presented to Council at its August 7, 2002, meeting and a public hearing was ordered for August 20, 2002. Hearing notices have been mailed to all affected property owners of record. In accordance with state statutes, Council needs to conduct the public hearing and determine authorization of the projCl:t. Following the public hearing and potential authorization of the project, Council is then asked to authorize the engineering services for the project and to state the City's .intent to sell revenue bonds to flllld the project through resolution adoption. Primary Issues to Consider. . Scope of Improvements . Public Input and Project Schedule . Project Costs, Assessments, and Budget . Engineering Services . Recomm endati 011S Supporting Information. . Public Hearing Notice, Affidavit of Mailing, and Proposed Pending Assessment Roll . Preliminary Project Costs, Assessment Calculations. and Drawings . Summary Memo of 5th A venue Traffic Counts . Truck Restriction Enforcement Memo From Police Chief Craig Reid . City Municipal State Aid System Memo From Public Works Director Steve Stadler . Engineering Services Agreement ~ Bolton and Menk . Resolutions 2002-74 and 2002-75 ~iii Steven G. Bot Assistant City Engineer . Financial Impact: $1 ,320,682.73 Budgeted: Y/N Yes Source: Special Assessments, PIR, Utility, and State Aid Funds Related Documents (CIP, ERP. etl:.): CIP and Feasibility Report Notes: Council Report 2002-136 Page 2 .Analvsis of Issues . Scope of Improvements In preparing the feasibility report the consultant relied on soil borings and testing analysis to augment the City's pavement management analysis. A pavement evaluation report based on the additional soil tests helped in determining the following recommendation: 5th Ave. S. (3rd St. S. to the RR Crossing) Mill and overlay 5th Ave. S. (RR Crossing to Excelsior Blvd.) Reconstruct 5th Ave. S. (Excelsior Blvd. to Mainstreet) Mill and overlay 5th Ave. N. (Mainstreet to 1st St. N.) Reconstruct 5th Ave. N. (15t St. N. to 2nd St. N) Reconstruct 5th Ave. N. (2nd St. N. to Minnetonka Mills Rd.) Mill and overlay 5th Ave. N. (Minnetonka Mills Rd. to Highway 7) Mill and overlay 2nd Street N. (5th Ave. N to 6th Ave. N.) Reconstruct Water main upgrades include adding gate valves for system improvement and replacement of service lines where necessary. Sanitary sewer improvements include manhole reconstruction for system flow improvements and . replacement of service lines where necessary. Stonn se\ver upgrades include additional pipe and catch basin systems to improve drainage and capacity pro blems along 5th A venue at Mainstreet and Minnetonka Mills Road. Recommended amenities include the reconstruction of the sidewalk system along the west side of 5th Ave. N. (between Mainstreet and 1st S1. N. and north of Minnetonka Mills Road to Highway 7), the addition of sidewalk along the north side of 2nd Street North from 5th Ave. North to 6th Ave. North, and the continuation of a sidewalk on the east side of 5th Ave. N. to Highway 7 that currently ends between Minnetonl<:a Mills Road and Wayside Road. Street lighting and streetscape improvements are proposed along 5th Avenue from 3rd Street South to Mainstreet. Varions pedestrian crossing safety improvements are proposed throughout the project. Upgrading of the 5th Ave. S. railroad crossing located just south of Excelsior Blvd. is also proposed for this project. Options for these crossing improvements such as a concrete crossing and a "whistle free" crossing are currently being explored and discussed with the railroad. . Public Input and Project Schedule A public information meeting was held for all of the proposed improvement areas on July 9, 2002, and a resident survey questiOlll1aire was sent in the mail. Responses and feedback gathered at both the public information meeting and through the returned questionnaires have generally been positive. The input . received from the meeting and the questionnaires will continue to be used and addressed tltroughout the final design process should the projects be approved. Pedestrian safety and traffic calming issues were a concern for the residents of the area. The feasibility report proposes to address these issues by eliminating some crosswalks, accenting the proposed crosswalk Council Report 2002-136 Page 3 . locations, and implementing traffic calming techniques where they could be most effective. While we will continue to work on these issues through final design, recent pedestrian counts and traffic speed monitoring confirm that the placement of these improvements as recommended in the feasibility report are proposed to be placed in the locations where they can be most effective and utilized. Some residents were concerned with the placement and purpose of the sidewalk proposed to be installed along the north side of 2nd Street North from 5th A venue North to 6th Avenue North. Explanations of this sidewalk segment being a part of the 2nd Street North pedestrian corridor and agreement to explore all potential placement options and work with the residents through the final design process appeared to satisfY the residents concerned about this issue. Much of the discussion at the meeting and input we received focused around the tmck restriction and state aid funding issue along 5th Avenue North from Mainstreet to Minnetonka Mills Road. The main issues surrounding this item seem to be centered around enforcement, cost, and the overall Hopkins state aid system. Please refer to the attached memos on these topics from both Police Chief Craig Reid and Public Works Director Steve Stadler. A major concern that has been expressed by the residents along sth A venue in relation to the state aid and truck issue is the current lack of enforcement for the existing no truck signage and what enforcement would be done if the segment "\-vere officially removed from the state aid system. Many residents have stated that 5th A venue may just as well stay state aid funded unless the truck restriction is enforced as they feel the . signage is ineffective without strict enforcement. The Hopkins Comprehensive Transportation Plan designates 5th A venue as a collector street and traffic volumes and corridor characteristics back up this designation. As a result, regardless of designation or signage, it is likely that sth A venue will continue to serve Hopkins in a collector capacity. Police Chief Craig Reed, has prepared the attached memo, outlining his opinion on the issue oftruck restriction enforcement on sth Avenue North. City staff has performed both manual and automated truck counts over the past week to determine the affiOlmt and type of trucks that currently use the 5th A venue corridor. While the number of trucks that could be restricted (i.e. semis, tractor/trailer units, etc.) are estimated to average 10-20 per day (based on the counts), our counts confirm what the residents have stated, that many of the trucks don't follow the truck restriction signage that is currently in place. Another common complaint received from the residents along this corridor is that MTC often uses full sized buses instead of the small commuter buses through this segment. Staff did a 12-hour count (6 am to 6 pm) of all buses through the corridor on Wednesday, July 31, 2002, and found that of the approximately 30 MTC round trips through this segment during the 12-hour period, 2 round trips were made with large buses and the rest were made with commuter size buses. In discussions with MTC regarding this issue, they have stated that they have a limited number of commuter size buses, and they are often broke down. As a result, they are forced to sometimes send out the larger buses to fulfill their scheduled routes. Residents of the area were mixed on whether or not the cost difference in their assessments (50% vs. 70% of a standard local street assessed), based on whether state aid funding could be used, mattered to them. The results of the scenarios (state aid vs. no state aid) are a difference of approximately $600 to $1,000 for an assessment on an average 50-foot, single-family lot. Although they did understand the added assessment savings and additional city funding received from being on a major state aid road, some residents did feel . that the City assessment policy for major roads such as this one should extend further out than the adjoining properties and into other blocks east and west of the roadway. The state aid designated roads are most often the major roads for most Cities (i.e. arterials and collectors). One of the main reasons why the major roads are often designated as state aid roads is that they have a Council Report 2002-136 Page 4 . higher volume of traffic than local roads and need to be designed to higher standards in order to handle the traffic volume. Main collector corridors running through cities that connect to State and County arterials are most often the roadways designated as state aid roadways (i.e. 17th Avenue, 11 thllih Avenue, 5th Avenue, etc.). The main way that cities are able to pay for the additional cost of these high use roadways is through state aid funds. Staff feels that the 5th A venue corridor does and will continue to function as a collector road in Hopkins. As a result, we feel it is in the best interest of the residents and the entire community to keep this entire corridor on the state aid system and make use of the state gas tax funds that are intended to be used for roadways such as this one. It is our opinion that even if the "No Truck" signs were removed, there would not be an influx oftmcks using this route that currently use other routes. Proposed Project Schedule: Accept feasibility report and order hearing August 7,2002 Public hearing August 20, 2002 Approve final plans and order bids December 17, 2002 Bid opening Week of January 27, 2003 Order assessment hearing Febmary 4, 2003 Assessment hearing March 4, 2003 A"I,vard bid April I, 2003 Construction May-September, 2003 . Costs, Assessments, and Budget . The total estimated project cost is $1,320,682.73. This includes a 10% contingency and engineering! administration costs at 25%. Of this amount, $614,549.24. is proposed to be the estimated assessment amount that is subject to the special assessment process. This amount is based on the staff recommendation to keep 5th A venue as a state-aid roadway. A detail of costs is found on page 20 of the feasibility report. The City's standard assessment policy provides for abutting property owners to be assessed 70% of actual street reconstruction costs. For this project, however, there is a wide range in preliminary assessment rates due to the various project areas, property land use, and funding. The recommendation is to consult the matrixes on pages 21 and 22 of the feasibility report. The elP estimated budget for the proposed project is $780,000. While the ClP budgeted cost is considerably lower than the estimated project cost, thi: ClP budget does not take into account any proposed railroad or lighting upgrades, which are estimated in the feasibility to cost approximately $200,000. Staff is confident that the estimated project costs are conservative and that the actual cost will likely be lower once competitive bids are received early in 2003. . Engineering Services As reported to Council when it authorized Bolton and Menl< to undertake a feasibility study for this project, staff had recommended this firm based on the results on an extensive RFP process. City staff conducted an extensive consultant selection process for this project. Request for proposal (RFP) letters were mailed to . four top municipal road"vay design consultants. We were very pleased when all four consultants expressed a high level of interest in this exciting project. Proposals were submitted by all four consultants and were evaluated by a team of six public works employees who have and will continue to work extensively with the selected consultant. Staff reviewed past performances of the City's various consultants and chose Bolton and Menk as the engineer of choice. This was based on past good working relations and the feeling that the -- -- .-- -- - - Council Report 2002-136 Page 5 . nature of the 2003 street improvements played to the consultant's strengths. Staff still stands by that assessment as we embark on the design/construction phase of the project. Bolton and Menk proposes to offer plan/specification preparation, construction staking and inspection, project administration, and record drawings for the project at a cost not to exceed $164,660.00. When combined with the cost of the feasibility report, their proposed fee is roughly 19% of a projected construction cost of $978,283.50. . Recommendations Staff recommends ordering this improvement project with adoption of Resolution 2002-75 and adopting companion Resolution 2002-74. Staff further recommends authorizing the Mayor and City Manager to enter into an agreement with Bolton and Menk, Inc., for engineering services related to the 2003 Street and Utility Improvement Project. . . -- -- . Memorandum To: Honorable Mayor and City Council cc: Steve Stadler, Public Works Director From: Chief Craig A. Reid Date: 8/14/2002 Re: Truck Restriction Enforcement on 51h Av N. In preparation for this report I have spent time in the last few weeks observing the traffic flow on 51h A V. N. during regular business hours at various times. My own impressions oftraffic count and commercial/private vehicle ratios mirrors what was recorded during the traffic count study completed by Public Works. Manpower-Enforcement by this department of any commercial vehicle restrictions would be a difficult duty to add to our current traffic enforcement cffOlis. Calls for Service during business hours typically outstrip available patrol units. Non-emergency calls frequently have lengthened . waiting periods for officer response. Routine patrol duties SLlch as traffic enforcement along with residential and business patrol are not fit in with the heavy call load. To counter this both dayshift patrol teams have selected a year long traffic project to concentrate on when the call load allows time for enforcement. While some random and intermittent traffic enforcement does take place the work with a neighborhood or business area on a specific project does pull most of the free time from the dayshift patrol officers. There is no belief that adding another enforcement task to dayshift patrol teams will result in meaningful time available for that enforcement action. Calls for service and long- term projects developed in cooperation with citizen groups must continue to be their priority. Commercial Enforcement-Methods for enforcing commercia] vehicle restrictions are problematic for anything other than planned static enforcement. Officers must be able to show the vehic Ie meets the commercia) definition under the Minnesula Slale Code, that the drivers destination was other than a local point normally accessed from the restricted road. This would require stopping the vehicle and inspecting documents and interviewing drivers. Training could be obtained to assist officers in developing this type of cClse. They do not deal with cOlllmercial vehicle violations on a regular basis and did not receive training lor this type of offense during Pre-Employment Skills training offered by the State of Minnesota. Before commercial enforcement could be undeliaken, training far officers would have to be obtained and consolation with the City Attorney to agree on points of evidence for charging must be completed. To convict an operator ofa commercial vehicle for violating road restrictions under state law the vehicle must be under observation t"Oll1 the time it enters the restricted area until it passes out of it. The officer must be prepared to testify how the vehicle meets thc commercial designation and that the driver could not produce cause why the restricted route was used. If the driver claims a local delivery off the restricted route or road construction diversion to the restricted route the officer mllst be prepared to testify how other rOLltes were available 011 the date of the violation. . It is typical when officers sllspeet a commercial violation or have a commercial vehicle involved in an accident within the city they will request that State Commercial Vehicle Inspectors be dispatched -- -- -- -- -~ -- August 14, 2002 . to Hopkins. It is not unusual to have the closest Commercial Vehicle Inspector be located at the Wisconsin Scales and require a 4S-minu[e response time to Hopkins. Weight Enforccment- The Hopkins Police Department does not possess equipment to weigh vehicles. None orthe current licensed officers have any truining in weighing commercial vehicles. ronclusion- I have not seen pattems of commercial vehicle usage of 51h A V. N. that I would consider beyond normal limits. The changing of access points for semi tractor trailers making delivers to and from the SuperValue Warehouses indicate that little, irany, vehicles from this operation could be expected to utilize SI" Av N. in the tiLture. Any Council directed changes in enforcement or additional enforcement methods for commercial restrictions would require training, equipment and addition manpower [0 achieve desired results. . . 2 -- --- -- -- -- -- . Public Warks Depaliment Memorandum To: Honorable Mayor and Members of the City Council From: Steven J. Stadler, Public Works Director ~ Date: August 15, 2002 Subject: City Municipal State Aid System The City's current annual Municipal State Aid (MSA) apportionment is $480,000. This includes $280,000 based on our population and $200,000 based on our total construction needs. The construction needs are based on our eligible mileage and the expected cost to improve or upgrade these roads. Obviously, it is in the city's interest . to maximize our construction needs. Accordingly, we are working with the State Aid Office to add mileage to replace approximately 1.00 miles of MSA streets that were either vacated or reconstructed as a part of the SuperValu perishable warehouse expansion project. This has proved difficult as the MSA office closely scrutinizes new requests to ensure that the new streets meet all eligibility requirements. It will be a real challenge in the future to maximize our annual apportionment if we don't maintain an MSA system that makes sense for our city, i.e., a system that includes the routes connecting regional travel corridors and serve as collector streets. The section of 5th Avenue that currently carries the truck restrictions is approximately OAO miles long. Needless to say, it will be extremely difficult to replace this segment if it is removed from the city MSA street system. This segment's needs make up about $10,000 of our annual $200,000 construction apportionment. Additionally, besides 5th Avenue there are other MSA streets that are collector streets running through single- family residential areas. These include 1 ih and 1 ih Avenues and Minnetonka Mills Road. We have to maintain these streets on our system or we'll continue to lose potential revenue. I recommend that City Council maintain 5th Avenue as a city MSA street. This recommendation is based on the 5th Avenue traffic data (low truck counts), the difficulty in enforcing truck restrictions (as expressed by the Police Chief), the low probability that truck traffic will increase if we remove the "no trucks" signs but maintain the current . truck route signage, and the need to maintain maximum MSA revenue now and in the future. ---- - - -- - -- [ Public Warks Department I . MelllOrandum TO: Steve Stadler, Director of Public Works Craig Reid, Police Chief FROM: Steven G. Bot, Assistant City Engineer ~ DATE: August 13,2002 SUBJECT: 5th A venue Reconstruction Project - Trame Count Summary The following is a summary of both manual and automated traflic counts that were performed by the City Engineering Division between July 30, 2002 and August 1,2002 along 5th A venue. The manual count was performed for a 12 hour period between 6am and 6pm on Wednesday, July 31, 2002 and includes both pedestrian and truck counts. Automated counters will once again be set up in the same locations between August 13, 2002 and August 15, 2002 to help to verify the accuracy and consistency of these counts. SPEED (24 Hour Count Julv 31, 2002) Between Minnetonka Mills Road and Highway 7: . 0-20 MPH = 56 vehicles (0.79%) 20-30 MPH = 2809 vehicles (39.79%) 30-35 MPH = 3354 vehicles (47.51%) 35-40 MPH = 693 vehicles (9.82%) 40-45 MPH = n vehicles (1.02%) 45+ MPH = 76 vehicles (1.08%)** Between 1 st Street North and 2nd Strcet North: 0-20 MPH - 53 vehicles (0.83%) 20-30 MPH = 2164 vehicles (33.87%) 30-35 MPH = 3231 vehicles (50.56%) 35-40 MPH = 791 vehicles (12.38%) 40-45 MPH = 103 vehicles (1.61%) 45+ MPI-l = 48 vehicles (0.75%)** Between Excelsior Blvd. and Mainstreet: 0-20 MPH = 408 vehicles (5.59%) 20-30 MPH = 4903 vehicles (67.22%) 30-35 MPH = 1613 vehicles (22. J 1 %) 35-40 MPH = 264 vehicles (3.62%) 40-45 MPH = 26 vehicles (0.36%) 45+ MPH = 80 vehicles (0.99%)** . * * Please note that based on the speed I imit and use of this road way, it is an industry and manufacturer standard to assume that many of the vehicles registered at 45+ MPH were actually 2 vehicles travel ing in the opposite directions crossing the air hoses at approximately the same time and sending faster speed data (air pulses) than actually occurred. PEDESTRIANS (12 Hour Manual Count July .:U, 2002. 6am to 6pm) pt Street North and 5th A venue North Intersection: . North Side - 1] pedestrians South Side = 12 pedestrians Mid Block Crossings (Mainstreet to 1 st Street North) = ] 8 pedestrians 2nd Street NOlth and 5th A venue North Intersection: North Side = 20 pedestrians South Side ~ 13 pedestrians Mid Block Crossings (1 st Street North to 2nd Street North) = 0 pedestrians TRUCK COUNT (.July 31,2002) On 5th Avenue North Between Minnetonka Mills Road and Highway 7: Potentially Restricted Trucks (i.e. Semi w/trailer. etc) 24 Hour Automated Count: 18 Trucks* Unrestricted Trucks (i.e. Buses, UPS. Garbage. etc) 24 Hour Automated Count: 89 Trucks On Minnetonka Mills Road Between 5th Avenue NOlih and Burnes Drive: Potentially Restricted Trucks (i.e. Semi w/trailer, etc) 24 Hour Automated Count: 4 Trucks* Umestricted Trucks (i.e. Buses, UPS, Garbage, etc) 24 Hour Automated Count: 64 Trucks Between Excelsior Blvd. and Mainstreet: Potentially Restricted Trucks (i.e. Semi wltrailer, etc) 24 I-lour Automated Count: 70 Trucks * Ul1l'estricted Trucks (i.e. Buses, UPS, Garbage, etc) 24 I-lour Automated Count: 165 Trucks . Between 1 st Street North and 2nd Street North: Currently Restricted Trucks (i.e. Semi w/trailer, etc) 24 Hour Automated Count: 23 Trucks* Umestricted Trucks (i.e. Buses, UPS, Garbage, etc) 24 Hour Automated Count: 96 Trucks Currently Restricted Trucks (i.e. Semi w/trailer. etc) 12 Hour Manual Count: 12 Trucks Currently Restricted Trucks (i.e. Semi w/trailer, etc) 12 Hour Automated Count: 22 Trucks* Unrestricted Trucks (i.e. Buses, UPS, Garbage, etc) 12 Hour Manual Count: 103 Trucks Unrestricted Trucks (i.c. Buses, UPS, Garbage, etc) 12 Hour Automated Count: 83 Trucks * Please note that based on the speed limit, traffic volume. manual count verification, and use of this road way, it is an industry and manufacturer standard to assume that many of the larger vehicles (i.e. Semi w/trailer, ete) registered with the automated counters were actually 2 vehicles traveling in the opposite directions crossing the air hoses at approximately the same time and sending faster count data (air pulses) than actually occurred and thus registered as larger vehicles than actually passed through the area. BUSES (12 Hour Manual Count July 31, 2002. 6am to 6pm) Between 1 st Street North and 2nd Street North: Commuter Size Buses = 58 Full Size MTC Buses = 4 . . AFFIDAVIT OF MAILING PUBLIC HEARING NOTICE STATE OF MINNESOTA ) ) S5. COUNCIL OF HOPKINS ) Terry Obermaier, being first duly sworn, deposed and says: I am a United States citizen, over 21 years of age, and the City Clerk of the City of Hopkins, Minnesota. On August 9, 2002 acting on behalf of the said city, I caused to be deposited in the United States Post Office at the City of Hopkins, Minnesota, copies of the attached notice of public hearing for 2003 Street and Utility Improvement Project, 5th 3~ 7 d 2~ 5~ Avenue - Street S to Hwy , an Street N - Avenue N to 6th Avenue N, City Project No. 02 -1 0, enclosed in sealed envelopes, with postage thereon fully prepaid, addressed to the . following persons at the addresses appearing on the attached copy of the mailing list. There is delivery service by United States mail between the place of mailing and the places so addr sed. " Subscribed and sworn to before me this 9th day of August, 2002. ~ttrt~uc;k4w:L.~~ Notary Public KATHERINE K. SWENSON NOTARY PUBUC-MINNESOTA My Commission Expires Jan. 31, 2OD5 . NOTICE OF PUBLIC HEARING ON IMPROVEMENT 2003 STREET AND UTILITY IMPROVEI.\1ENT PROJECT . 51h A VENUE - 3Td STREET SO. TO HWY 7 2nd STREET NO. - 5tb AVENUE NO. TO &11 AVENUE NO. CITY PROJECT NO. 02-10 .PID. <<ADDRESS h <<AD DRES S2)) <<ADDRESS3)) <<ADDRESS4>) RE: PID #<<PID)), <<LOCATION)) To Whom It May Concern: Notice is hereby given that the City Council of the City of Hopkins, Minnesota will meet at the City Council Chambers, Hopkins City Hall, 10lD First Street South, at 7:30 p.m., Tuesday, August 20, 2002 to consider the improvement of existing streets on 5th Avenue from 3rd Street South to Highway 7 and 2nd Street North from 5th Avenue North to 6th Avenue North by the reconstruction of bituminous streets including concrete curb and gutter installation and repair, storm sewer repair, sidewalk installation and repair, streetscaping, and all necessary appurtenances pursuant to Minnesota Statutes, Section 429.011 to 429.111 (Laws 1953, Chapter 398, as amended). The area proposed to be assessed for such improvement is shown on the back side of this notice. ale estimated cost of such improvement is $1,320,683. Such persons as desire to be heard with reference to the above proposed improvement will be heard at this meeting. ~am~ Terry Obermaier, City Clerk DATED: August 9, 2002 Publish: Hopkins Sun Sailor August 7 & 14,2002 YOUR ESTIlVIA TED PENDING ASSESSMENT IS: ~~ TOT AL>> **sth A venue - 3r d Street So. To Hwy 7 - <<PENDING)}** 2nd Street No. - 5th Avenue No. to 6th Avenue No. - <<M 2ND A VE TOTAL>) - - - **The estimated pending assessments for 5th A venue are based on the continuation of 5th A venue as an unrestricted state aid-funded major roadway. If Council elects to remove portions ofthe roadway from the state aid system, then based on the engineer's estimate, the residential assessment amount in those areas will increase by 40% per front foot. .lease Note: This estimated pending assessment is not payable at this time. If you have questions regarding this assessment, please call the Special Assessment Clerk at 952-939-1346.) .e area proposed to be assessed for such improvement is shown below: Plat Name See Twp Rng QLQ SuffIx U np latted 24 117 22 12 0007 through 0009 Hobby Acres Lohmann-Koehler Div 24 117 22 11 0040 Hobby Acres Lohman-Aarus Div 24 117 22 11 0024 through 0027 Fairhope Kloss First Addn 24 117 22 14 0066 through 0073 Unplatted 24 117 22 13 0001 through 0003 RLS NO 253 . 24 117 22 13 0007 through 0008 0151 through 0152 Burneside Addn 24 117 22 14 0007, 0009 through 0013 West Mirmeapolis Second Division 24 117 22 13 0009 through 0030, 0145 West Mirmeapolis Second Division 24 117 22 42 0151 through 0163 AUD SUBD NO 242 24 117 22 42 0002, 0004, 0009 through 0016 Parkridge Hennepin County, MN 24 117 22 41 0071 through 0078, 0089 Unplatted 24 117 22 41 0003 RLS NO 823 24 117 22 44 0003, 0052 ADD SUED NO 242 24 117 22 44 0019,0023,0025,0046 Town Terrace 24 117 22 44 0032 through 0035 Unplatted 24 117 22 43 0154, 0139 Sonoma Addu 24 117 22 43 0157, 0158 West Mirmeapolis 24 117 22 43 0009 .UD SUBD NO 195 25 117 22 12 0011 upervalu Addn 25 117 22 11 0003 . ----- --- --- -- --- -- -- NOTICE OF PUBLIC HEARING ON IMPROVEMENT . 2003 STREET AND UTILITY IMPROVElVIENT PROJECT 5th A VENUE - 3rd STREET SO. TO HWY 7 2nd STREET NO. - 5th A VENUE NO. TO 6th A VENUE NO. CITY PROJECT NO. 02-10 <<PID~~ <<ADDRESS 1>> <<.ADDRESS2>> <<ADDRESS3>> <<.ADDRESS4>> RE: Pill #<<PID>>, <<LOCATION>> To Whom It May Concern: Notice is hereby given that the City Council of the City of Hopkins, Minnesota will meet at the City Council Chambers, Hopkins City Hall, 1010 First Street South, at 7:30 p.m., Tuesday, August 20,2002 to consider the improvement of existing streets on 5th Avenue from 3rd Street South to Highway 7 and 2nd Street North from 5th Avenue North to 6th Avenue North by the reconstruction of bituminous streets including concrete curb and gutter installation and repair. storm sewer repair, sidewalk installation and repair, streetscaping, and all necessary appurtenances pursuant to Minnesota Statutes, Sectio!' 429.011 to 429.111 (Laws 1953, Chapter 398, as amended). The area proposed to be assessed for such improvement is shown on the back side of this notice. .The estimated cost of such improvement is $1,320,683. Such persons as desire to be heard with reference to the abov~ proposed improvement will be heard at this meeting. ~~~ Terry Obermaier, City Clerk DATED: August 9, 2002 Publish: Hopkins Sun Sailor August 7 & 14,2002 YOUR ESTIl\1A TED PENDING ASSESSMENT IS: <<TO TAL>; * * **The estimated pending assessments for 5th Avenue are based on the continuation of 5th Avenue as an unrestrictec state aid-funded major roadway. If Council elects to remove portions of the roadway from the state aid system, then based on the engineer's estimate, the residential assessment amount in those areas will increase by 40% per front foot. (Please Note: This estimated pending assessment is not payable at this time. If you have questions regarding this . assessment, please call the Special Assessment Clerk at 952-939-1346.) The area proposed to be assessed for such improvement is shown below: .Plat Name See Twp Rug .QLQ Suffix Unplatted 24 117 22 12 0007 through 0009 Hobby Acres Lohmann-Koehler Div 24 117 22 11 0040 Hobby Acres Lohman-Aarus Div 24 117 22 11 0024 through 0027 Fairhope Kloss First Addn 24 117 22 14 0066 through 0073 Unplatted 24 117 22 13 0001 through 0003 RLS NO 253 24 117 22 13 0007 through 0008 0151 through 0152 Burneside Addn 24 117 22 14 0007, 0009 through 0013 West Minneapolis Second Division 24 117 22 13 0009 through 0030, 0145 West Minneapolis Second Division 24 117 22 42 0151 through 0163 ADD SUBD NO 242 24 117 22 42 0002, 0004, 0009 through 0016 Parkridge Hennepin County, MN 24 117 22 41 0071 through 0078, 0089 Unplatted 24 117 22 41 0003 RLS NO 823 24 117 22 44 0003,0052 AUD SUED NO 242 24 117 22 44 0019,0023,0025,0046 Town Terrace 24 117 22 44 0032 through 0035 Unplatted 24 117 22 43 0154,0139 Sonoma Addn 24 117 22 43 0157,0158 West Minneapolis 24 117 22 43 0009 AUDSUBDNO 195 25 117 22 12 OOH Supervalu Addn 25 117 22 11 0003 . . ~ ~~ ~~ ~ ~ M~ ~ ~ ~M r~ ~ ~~~~MM ~~ ~ ~ ~~ ~ ~~~ ~~ ~~ ~~ ~~ ~ ~ ~~ ~ ~ ~~ ~ ~ ~~~~~~ ~~ ~ ~ ~~~~ ~~~ ~~ ~~ .l""ll""'l ,....,1"'\ rr-.""" 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LD .. ~ " ~ ~ ~ ~ c " ~ ~ ~ ~~~~~~ ~ ~~~~~~~~ ~ ~~~~~~~0~~~ ~ 8~~~~~ ~ I~ N ..... N N oN a \D l""l I,(l r-- <""1 _ I,(l r- ~ I,tJ 0 ~ 0'. \I;l 0 - '" t--..... \'.I <-"I r~ on.....,. . ~lNNNMN ~ ~N~_~NM~~ ~ ~~~_~MI,tJ~~~~ ~~.~rl~.! ~ rn coooo~ ~ 1~0_~Ooo ~ _~_~MO~~~O~ ~ r~~~~N~ ~ ~ ~~~~~~ S ~~~1~~~~ ~ ~~~~~~~~~~i ~ ~s~~~a ~ ~ "" .... In IJl' ~g~g~~ ~~~~~~~~ ~~~~~~~~~~~ ~~~~~$ 000000 ~~~~~~~~ ~~~~~~~0~~~ ~~~~~~ ~~~~a~ ~~~~=~~~ ~~~~~~~~~~~ ~~~~M~ ~ ~~~~~~ -~~~~~ 8 8 ~ ~ a ~ ~ ~ ~ ~ s ~ ~ g l; ~ ~ :s ~ 8: ~ g ~ ~ ~ ~ ~ ~ $ ~ g 8. 8. ~ Ig I~ ~ u; ~~~~~r- ~ O~ o~~~~. 0 rlO~""'O~~~~ ~~ 000 D - . . ~~~~~~ ~ _~~o~_~r~ ~ ~I~~~~O~~N~W <""1 ~~-ij~g S .....~ON be _ ~...... "T ---< LJ ................... -' "'1...... r~ ,-r,. ,.. {1] a:J _ ~ ~ ~~rn r,"j-..,...: oi -,u. ",0 ~ Sse ~8 bW 6 6 6 6 56 :o~ ~ tr; tii Vi tii Vi :J 5 ~ ~~ '"~ ~ ~ ~ ~ ~~ w~ z.z~zzz ~~Z7,~z~S ~s",~~~~~~~5 s"'~:ss w ~ ~~ ti~~"'~~ti~ ti~w~w",~~~ ~ ~~~>~~ ~ < << ~~~~~~~~ z~~~~~~~z~~ ~~"'<~~ ~ ~'" '"~~ ~~~~~~30 3o~~~~3~3~o o~~~oo N ~~~~~..... ~~~~~~~~ ~~~~~~~~~~~ ~~~~~~ + ~_~_~~ ~ ~ on U M ~oo ~~~~~~ ~~~~A8~g q~~~~~~~~~g ~R~~g~ ~~~~~~ ~rl~~~~~~ ~~Nl""l~~N~.~~ ~~-~~~ bbbSSS 88~ooo8~ 8Q~~a~8g~~~ ~dog8g qqqqqq qqqqqqqq q9q9q9999qq 99qqqq 111111 9",9'11 1111417~qq9 91~~11 NMNNNM MNrIN~INr~M r.r~N~NrIN~NNN N~NC~N~~ ~~~~~~ ~~~~~r~~~ ~~~~~~~~~~~ ~~~0~~ ~5~=3= S===SS=~ ~=~5~=~=S=~ ~=g=~= ~~~~~~ ~~~~~~~~ ~~~~~~~~~~~ ~~~~~~ . Proposed construction costs for the 2003 Street and Utility Improvements (including bituminous street, storm sewer, watermain, and turf restoration) are itemized in the tables located in Appendix A and are summarized below. These cost estimates are based upon public construction cost information. Since the consultant has no control over the cost of labor, materials, competitive bidding process, weather conditions and other factors affecting the cost of construction, all cost estimates are opinions for general information of the client and no warranty or guarantee as to the accuracy of construction cost estimates is made. It is recommended that costs for project financing should be based upon actual, competitive i bid prices with reasonable contingencies. I ESTIMATED PROJECT COSTS I 2nd Street North (6th Avenue North to 5th Avenue North) $ 33,526.00 Sanitary Sewer $ 600.00 Streets, Sidewalk and Rcstoration $ 32,926.00 5th A venue South (3rd Street South to Excelsior Boulevard) $ 234,960.00 Streets, Sidcwalk and Restoration $ 234,960.00 i 5th A venue North (Excelsior Boulevard to Mainstreet) $ 177,105.00 Storm Sewer $ 4,500.00 Sanitary Sewer $ 900.00 Streets, Sidewalk and Restoration $ ]71,705.00 . 5th A venue South (Mainstreet to 1st Street North) $ 151,065.00 Storm Sewer $ 7,525.00 Streets, Sidewalk and Rcstoration $ ]43,540.00 5th Avenue South (1st Street North to 2nd Street North) $ 98,017.00 Watermain $ 2,000.00 Sanitary Sewer $ 1,500.00 Streets, Sidewalk and Restoration $ 94,517.00 5th A venue South (2nd Street N .:-rth to Minnetonka Mills Boulevard) $ 73,S30.00 Watermain $ 2,000.00 Sanitary Sewer $ 1,500.00 Streets, Sidewalk and Restoration $ 70,330.00 5th Avenue South (Minnetonka Mills Boulevard to T.H. 7) $ 209,780.50 Storm Sewer $ 33,005.00 Sanitary Sewer $ 3,300.00 Streets, Sidewalk and Restoration $ 173,475.50 , ! SUBTOTAL PROJECT COSTS (I) $ 978,283.50 CONTINGENCIES (10%) $ 97,828.35 ENGINEERING & ADMINISTRATION (25%) $ 244,570.88 TOTAL PROJECT COSTS $1,320,682.73 (II Total costs not including contingencies, engineering and administration. . 2003 Street and Utility Improvements, City of Hopkins EMI Project No. TI 5.20896 Page 20 . 6. ASSESSMENT RATES The street improvements proposed for 51h Avenue and 2nd Street North are eligible for assessments I according to the City of Hopkins assessment policy. I According to the policy, 2nd Street North between 5th and 6th Avenues North is considered a local I roadway, and its improvements shall be assessed at a rate of 70% to the benefitting properties. Benefitting properties include those lots adjacent to this block of 2nd Street North, those lots along the ...., east side of 6th A venue North between 15t and 3rd Streets North, and those lots along the west side of 5lh I ! Avenue North between 151 and 3rd Streets North. 51h A venue between yrl Street South and Trunk Highway 7 is classified as a major roadway within the City of Hopkins. This street is also currently classified as a Municipal State Aid Street between 3rd Street South and Trunk Highway 7, making it eligible for state-funded subsidies if it is constructed and operated according to State Aid Rules. According to the City's policy, assessments can vary depending on the c1assi fication of the roadway and between residential and commercial properties. The following table summarizes the applicable assessment rate percentages based on these variables, according to the policy. Local Roadway Major Roadway Major Roadway State Aid Supported Non-State Aid . Residential Lot 70% of the actual street 50% of standard local 70% of standard local costs roadway costs ruadway costs Commercial Lot 70% of the actual street 70% of the actual street 70% of the actual street costs costs costs Notc that the table references standard local roadway costs associated with the major roadway. This cost is determined by reducing the actual costs of the major roadway. This reduction is based on the nalTOWer roadway width and thinner pavement section typically uscd along local roadways. Where applicable, the Assessable Costs in the estimated assessments table reflect these reduced costs. The following assessment rates were checked against the City's assessment cap policy. The assessment cap does not apply to these rates. i I j . 2003 Street and Utility Improvements, City of Hopkins BMI Project No. T15.208% Page 21 ~ 0 . ~. ., ~ ~ ~ ~ ~ cof ~ ~ ~ ~ ~ - ~ ,- ;!; " h ~ ~ o. ,. N ~ ~ "iia.2! u . .'" E ~ - ~ " ~ ~ '" ~~~ g ~ E ~ " ~ ~ :.2- ~ H ,." ~'!!-Ul- ~ ~ '" ~ 2 0 :;; ~ E ~ N N 0 " D ,. ~~~ 0 ,C :i 'II f ~ m m ~ ~ ,- ,-, ~ o N ~ 'u r::.~~ ~ ~ ,d. oc ' _w ~-o ~ ~ . " ~"' "' 0 ~ e _w !~ . " ~ ~ - ~ ~ :5j 0 g ~ cO ~ S. " M co 0 D ," TI ^ ~ o . '" N - Pi . ^ . " . ~~ ~~ ~ ~ m ~ ~- :;: :ri c. M '" ,-. N " OJ ~~ .. ::i ~ ~~ film ~~ -0 &' ~ ~ - ~ ~TI 'D ~ if: ". ~ ~ ,-, . . ~I .'" ~ -g m,f ^TI "'" " . .~ ~ ~.7i ~ . m m - ~ " N v 0 ~ ~ '0 ~ ~~ N ~ 0 '-' ' ID ,. j ~ ~ ~ m ~ ~ g ~ 0 ;, ~ ~!~ ~ ~ ~ -0 ". ~ ,0 , " " " 0 !:! ~ 0 E 0 ~ ,-, N ~ c, M ~ 0 ~ ~ ,c ID 0 " N 0 ,. N 1 v ~ p; ~ - p; '" ~ ~ g ,. ~_D ~ N ~ " ", IJ:]...;'.-I ". ~ ~ m ~~r- ~ 0 ~ ~. ~'-l 0 [T] 'n " ~~~ - tJ.) --' r.J~ m ~ .;I)"tI..... Iii Iii E .. " ~ ~ ~ . ~ ~ " .!O ~ m ~ ~ ~ - ~ m ~ Z ~. ! ~~ 1ii "- ~W ~ ~z -=.. 2<5 ~o; ;Ui O~ mE! ~ , ~ ~ '" c H TI . ~ ," , . ~. ~N N"' ii1.:! w:;, In 8 :a:.2 7. RIGHT-O~'-W A YIEASEMENTSIPERMITS . The proposed improvements will he limited to the existing street rights-of-way along 5th Avenue and 2nd Street North. Temporary construction easements may be needed for work outside the street right-of- I way such as driveway apron replacement and turf restoration. Permits will be required from the , Minnesota Department of Health for watennain construction, and the Nine Mile Creek Watershed i District and Minnehaha Creek Watershed District for storm sewer construction. I 8. PROJECT SCHEDULE If this Preliminary Engineering Report is accepted by the City Council, the following schedule is proposed: Present Preliminary Engineering Report & Order Public Improvement Hearing. . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . _ . . . . . August 7, 200 I Conduct Public Improvement Hearing and Order Plans & Specifications. . . . . . . . . . . .August 20, 2002 Approve Plans & Specifications and Advertise for Bids. . . . . . . . . . . . . . . . . . . . . . . .December, 2002 Open Bids. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . _ . . . . . . . . . . . . . . . . . . . January, 2003 . Accept Bids/Order Assessment Hearing.. _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " February, 2003 Conduct Public Assessment Hearing/ Adopt Assessment RolL. . . . . . . . . . .. .... _ . . . . . March, 2003 Award Bid. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. April, 2003 Construction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " ..... May - September, 2003 9. FEASIBILITY AND RECOMMENDATION From an engineering standpoint, this project is feasible, cost effective and necessary and can best be accomplished by letting competitive bids for the work. It is recommended that the work be done under one contract in order to complete the work in an orderly and efficient manner. The City, its financial consultant, and the persons assessed will have to determine the economic feasibility of the proposed I improvements. , I " .' J . 2003 Street and Utility Improvements, City of Hopkins BMI Project No. Tl5.20896 Page 23 . , , 1 ! ."1 I ., I I . I, ! :1 . APPENDIX A I COST ESTIMATE TABLES , ., 1 '1 J . ENGINEER'S ESTIMATE . 2003 STREET AND UTILITY IMPROVEMENTS CITY OF HOPKINS, MN BMI PROJECT NO. T15.20896 CITY PROJECT NO. 02.10 2ND STREET NORTH (6TH AVE N. TO 5TH AVE. N.) SCHEDULE "A" STREET AND SIDEWALK IMPROVEMENTS ! " r ITEM ESTIMATED: UNIT " ., NO. ITEM BID UNIT PRICE TOTAL '. QUANTITY . .... '-"1' .. '.. /;' 1 MOBILIZATION 1 LS $1,000.00 $1,000.00 2 REMOVE CURB AND GUTTER 100 L1N FT $3.00 $300.00 3 SAWING BITUMINOUS PAVEMENT rFULLDEPTHl 100 L1N FT $250 $250.00 I 4 COMMON EXCAVATION (CV) (EV! 250 CU YO $12.00 $3,000.00 . 5 SUBGRADE EXCAVATION rcV) rEV) 100 CU YD $13.00 $1,300.00 6 TOPSOIL BORROW LV) 30 CU YD $1500 $450.00 7 SELECT GRANULAR BORROW CV) 100 CU YO $1500 $1,500.00 a AGGREGATE BASE CLASS 5 (STREETS/DRIVEWAYSl (CV 215 CU YO $20.00 $4,300.00 9 MILL BITUMINOUS PAVEMENT (FULL DEPTHl 1200 sa YO $2.50 $3,000,00 10 BITUMINOUS WEAR COURSE (STREETSIORIVEWAYS\ 150 TON $32.00 $4,800.00 11 BITUMINOUS BASE COURSE (STREETS/DRIVEWAYS) 150 TON $30.00 $4,500.00 12 BITUMINOUS MATERIAL FOR TACK COAT 60 GAL 52.00 $120.00 13 ADJUST FRAME AND RING CASTING 2 EACH $275.00 $550.00 14 B618 CONCRETE CURB & GUTTER 100 L1N FT S9.00 $900.00 15 4' CONCRETE WALK 2100 sa FT $3.00 $6,300.00 16 TRAFFIC CONTROL 1 LS .$500.00 $500.00 17 LAWN TYPE SOD 60 sa YD $2.60 $156,00 i:::~-;[:,~,:~~ :};z,~~,:-,;::; r. .~.:~r::~:~~~;~ ,':,...', ~-;~';~:~::'>'~.;;; '~i~~~_~~~'~~~~:.,i.,{ (, :::~~i~~~.: '.~':~~;:~~.~_::~~-~i~~~ ~~~);~){&}~~,k~ ~:'~.;~f ~~~~~ .:,~t~t{;.; :.~~: ;~r~~:... .>. ~: 'i,~'~~~~~~~i~:~{.~j~~t/t>i::\ .~";'~ -~;~;L=;:~" ;; -r:'F" ,~~i;~:~~t:~.~ f;:~~)' :,~',~: ~:~~~~:::?j~~~:~ ,,: .'~::"~"~~i'~~~~;,;.~-~ ':,~'~~:',~~!i~[::~~'.:';: ';~:'.:;:~}l:;~';~~:?;.H:;\~;\ :~:~:fit~::' ':::~ 'SJ.tD~"'Tl}l".;".snLll!:'r;\"""I:'""';Il.H.,."..,.._, e;".,.,.(e'" '. ."",.- ,'. '''''"'y ..'. ". .; l".'-';,b-l:;'l'.. .'..V. . ... .... ........ ..'-, ."."..- ."... .,. ,. . ,. .'. '." .. . ,"., """.....,~".,,,, . ,AI!3i""ifi...~'OO ',_, ,,~~~~;l.~'-':~'~;.. _.~m~~M~~,\~,~;:~::;--:,'i,f;;>7~~.r~~..'(~~r~~r~~~f.t;,J-~"..;+?;,,-;.\~.-i-:~{~~~~:::':", ~"~-~"";::'::;:~'f-:t.;'~~~:;:~~.~~~,;~.-;~"(;::, "{:-. -'''~ 'r::::.;,-: ,. 1,.:B';t '~;';'X~1.~;':f*:<.:"~.~~~:."'''_:'_:: ': ~~:/:~~~'i/j}~:.';;;:;~~~ -'"i~;';~~"~~\{i...;;-:~:,_~ ,;;~/_ ,,~;:q-4P;'__,;...r:~i . =1:=i~ijii!l'liI~1[if~~~~(~~~~~~~31~~li= 'tlil;,Ji:fii~tll;;)JiJ~i/i$gN~'f~~a~~J:}/B~$~i~}.:'}~:e:~\:;'~i':Ji'\:'1'0::i:(";,i?:::c:;':..{'.;~.. :;.;;.:.i':",'...,..;........c3..~ .... ...:{I;:r~;{'~JL;i{.~~~b~ij;,: 2ND STREET NORTH (6TH AVE N. TO 5TH AVE. N.) 0.842105263 SCHEDULE "B" SANITARY SEWER IMPROVEMENTS ITEM ESTIMATED UNIT NO. ITEM BID UNIT PFlICE TOTAL QUANTITY 1 REPAIR SANITARY MANHOLE 2 UN FT $300.00 $600.00 , ! i :;;t~t;,jj>;;i,t{';;;"/;~i;!i\S~'~ ~~~~;Jl~:=~ . I . i ENGINEER'S ESTIMATE . 2003 STREET AND UTILITY IMPROVEMENTS 7/29102 CITY OF HOPKINS, MN BMI PROJECT NO. T15.20896 CITY PROJECT NO. 02-10 I 5TH AVENUE NORTH (3AD ST. SOUTH TO EXCELSIOR BOULEVARD) SCHEDULE "A" STREET AND SIDEWALK IMPROVEMENTS (ASSESSABLE) " , ' 'ITEM ESTIMATED ,UNIT ,NO. ITEM BID UNIT PRICE TOTAL 1 QUANTITY i i 1 MOBILIZATION 1 LS $7,000.00 $7,000.00 2 CLEAR & GRUB TREES 0.1 ACRE $ 10,000.00 $1,000.00 ! 3 REMOVE CURB AND GUTTER 1000 L1N FT $3.00 $3,000.00 i 4 REMOVE BITUMINOUS PAVEMENT (BIKE TRAIL) 780 SaYD $4.00 $3,120.00 i 5 REMOVE CONCRETE PAVEMENT (WALK AND DRIVEWAYS) 150 SaYD $7.00 $1,050,00 6 REMOVE LOOP DETECTORS 6 EACH $125.00 $750.00 7 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 280 LIN FT $2.~0 $700.00 8 COMMON EXCAVATION (CV] (EV] 1300 CUYD $12.00 $15,600.00 9 SUBGRADE EXCAVATION (CV) (EV) 100 CUYD $13.00 $1,300.00 10 TOPSOil BORROW (LV) 150 CUYD $]5.00 $2,250.00 11 SELECT GRANULAR BORROW (CV) 100 CU YO $]5.00 $1,500.00 12 AGGREGATE BASE CLASS 5 (STREETS/DRIVEWAYS) (CV) 500 CUYD $20.00 $10,000.00 13 AGGREGATE BASE CLASS 5 (TRAILS) 100 CUVD $25.00 $2,500.00 14 ROUT, CLEAN AND SEAL JOINTS 200 L1N FT $100 $200.00 15 MILL BITUMINOUS PAVEMENT (3') 1200 sa YD $1.25 $1,500.00 16 MILL BITUMINOUS PAVEMENT (FULL DEPTH) 1800 sa YD $2.50 $4,500.00 17 BITUMINOUS WEAR COURSE (STREETS/DRIVEWAYS] 450 TON $32.00 $14,400.00 18 BITUMINOUS WEAR COURSE (TRAILS) 100 TON $33.00 $3,300.00 19 BITUMINOUS BASE COURSE (STREETS/DRIVEWAYS) 350 TON $30.00 $10,500.00 20 BITUMINOUS MIXTURE FOR PATCHING 10 TON $65.00 $650.00 21 BITUMINOUS MIXTURE FOR TYPE 2 CRACK PATCHING 10 TON $150.00 $1,500.00 22 BITUMINOUS MATERIAL FOR TACK COAT 600 GAL $2.00 $1,200.00 . 23 ADJUST FRAME AND RING CASTING 4 EACH $275.00 $1,100.00 24 4' CONCRETE WALK 1400 sa FT 53.00 $4,200,00 25 B618 CONCRETE CURB & GUTTER 1000 L1N FT 59.00 $9,000.00 26 7' CONCRETE PAVEMENT 80 SOYD $39.00 $3,120.00 27 PRECAST PAVER 420 sa FT $10.00 $4,200.00 28 TRAFFIC CONTROL 1 LS $2,000.00 $2,000.00 29 F & I SIGN PANEL TYPE C 20 SQFT $40.00 $800.00 30 4' DOUBLE SOLID YELLOW LINE - EPOXY 500 L1N FT $0.50 $250.00 31 4' SOLID WHITE LINE - EPOXY 300 L1N FT $0.25 $75.00 32 ZEBRA CROSSWALK WHITE - EPOXY 130 SOFT $3.00 $390.00 33 PAVEMENT MESSAGE - ARROW 2 EACH $175.00 $350.00 34 NMC LOOP DETECTOR 6'X15' 6 EACH $1.500.00 $9.000.00 35 SILT FENCE 500 L1N FT $3.75 $1,875,00 36 INLET PROTECTION FILTER AGGREGATE 8 EACH $]25.00 $1,000.00 37 LAWN TYPE SOD 800 SaYD $2.60 $2,080.00 ! ~ij1r~~li~~'~~fi~{itj~~:i:Ji'!;X;.~f.:ili~$~"~~l~~:t:".~~;:i::,]~i~~t;J;;[~;.:~(.::,:~:'~;:;~;i{.:~( -. '." ~fit~r.~gjii~Jitb.H~ -, ! ~tJj;~i1tli~i&~1~~:~;~;H}j!J~:ilf~tt::1.(tj::t~~&~~f~~;:~:~~i~H~~{{;;~:':;:tf~g"i;,~ti~;.-~.,~::~-;~"~:'Itt)_2;v:#i~i;it~~:;'''~~"~t~~ lt~riilt'i\t~1] ! (lliiiil&kDJ~~~iJa~~~i;&i.i~h~\ila~ii~~*ltsl)i;:;;;~~~j&i{~~i~~~it~r~~j:~t5~~~i'~: " -~~~ I.i_r~ i , 1 , i . . 5TH AVENUE NORTH (3RD ST. SOUTH TO EXCELSIOR BOULEVARD) SCHEDULE "B" STREET AND SIDEWALK IMPROVEMENTS NON-ASSESSABLE) ITEM ESTIMATED UNIT NO. ITEM BiD UNIT PRICE TOTAL QUANTITY 1 CONCRETE RAILROAD CROSSING 1 LS SlOO,OOO.OO $100,000.00 i 2 TRAIL AND RAILROAD CROSSING LIGHTING 1 LS $8,000.00 $8,000.00 I i I ~~~~~f~~i{~~i~~i!~HRI}~~f:f1il~;;i~,~~~BI~~~~1.~~~\~j~~ii.tl!f~~f~~{~~~J;t~~i~~~~~iJijf;~i~l~;g~~i~ij~~j~illil3~ 1 ~~~ji~'l}fl&il~~gfj~~~~IJ!ll~it:'. ,'~~IJ~~;yll~11r~~(a~__;tj~~w@j, ~ft1ip~i~{t[~}~lg. ~;71:f1"i;~\1;~1~~'W'~'!;~"i;;::':!"""'i'.T*t';'.~:'ii-I;>J~?!i$+'~'1~:;"4~yt~f"'l;\~~;rll~ei;"_J[."'~<'Fi-':lJ;,W";;J_';:HI ~~ ,,' 25%WEN1: NES'J'N:(Jli}I'''lj'D'MfH S"td'rI Qli'i~;w'(:~~~*~~' ~":>II< ,-~.~" "';"'~'~~~B"" ,~,,;'.., [ ,'. . ,e:: ,.(" ,};: ..l~,'. :~,Z ~;. >.:: <,-.fa _'~ .." ~H 1.:1",.~,.;.,,~..~ )t.~",~..,-~,~",. ...__:..., ,_../..~.t "~..~, : '.:::," ~.j~~."x~d~},~(~'~~h~~l~;1~~.. ".~~.,~ _~~~~f,I:?}~ ..' ;i~~~.:~i~..}:~... 'It:\..~~~.~ .. _.:~,.: - ~ ~.~. >lIi-l'> .-"'"'1 ~~~ki!7Esl1'i~lt$8H~tJ1Qtm(fHf1!.1;~]~{t,jf~:~-ii~lt~~I~~l1i~1:~f~1'i}~~B~I~i~~~ !IIIJ1QOOjQ~ i . i I i ! ."] ; ] . ENGINEER'S ESTIMATE . 2.003 STREET AND UTILITY IMPROVEMENTS CITY OF HOPKINS, MN BMI PROJECT NO. T15.2.0896 CITY PROJECT NO. 02.-10 5TH AVENUE NORTH (EXCElSIOR BOULEVARD TO MAINSTREET) i SCHEDULE "A" STREET AND SIDEWALK IMPROVEMENTS tASSESSABLE] I I : ITEM ESTIMATED I UNIT ,'NO. ,. ITEM SIp' UNrT PRICE TOTAL ':.'. QUANTITY ". 1 ,c. . 1 MOBILIZATION 1 LS $4,000,00 $4,000.00 2 REMOVE CURB AND GUTTER 700 L1NFT 53.00 $2,100.00 3 REMOVE BITUMINOUS STREET/DRIVEWAY PAVEMENT 50 SOYD $4.00 $200.00 4 REMOVE CONCRETE PAVEMENT tWALKl 200 SOYD 5700 $1 ,400.00 5 REMOVE CONCRETE PAVEMENTToRIVEWAY1 100 SOYD $9.00 $900.00 6 REMOVE LOOP DETECTORS 2 EACH $125.00 $250,00 7 SAWING CONCRETE PAVEMENT {FULL DEPTHI 50 L1NFT $5.00 $250.00 8 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 200 L1NFT $2.50 $500.00 9 SALVAGE SPRINKLER HEAD 6 EACH $50.00 $300.00 10 COMMON EXCAVATION (CV) (EV 50 CUYD $12.00 $600.00 11 TOPSOIL BORROW (LV] 30 CUYD $1500 $450.00 12 CLEAN, SAW AND SEAL CONCRETE JOINTS 100 L1N FT 510.00 $1 ,000.00 13 ROUT, CLEAN AND SEAL JOINTS 1500 L1N FT $Loo $1 .500.00 14 BITUMINOUS PAVEMENT PATCH 50 SY $50.00 $2,500.00 15 BITUMINOUS MIXTURE FOR PATCHING 20 TON $65.00 $1,300.00 16 BITUMINOUS MIXTURE FOR TYPE 2 CRACK PATCHING 20 TON $150.00 $3,000.00 17 MILL BITUMINOUS SURFACE (3'l 3650 SQYD $125 $4,562.50 18 BITUMINOUS WEAR COURSE (STREETSIDRIVEWAYSl 650 TON $32.00 $20,800.00 19 BITUMINOUS MATERIAL FOR TACK COAT 200 GAL 52.00 $400.00 20 ADJUST FRAME AND RING CASTING 2 EACH $275.00 $550.00 21 4' CONCRETE WALK 2500 SOFT $3.00 $7,500.00 22 B618 CONCRETE CURB & GUTTER 700 L1N FT $900 $6,300.00 . 23 7' CONCRETE PAVEMENT 155 SOYD $39,00 $6,045.00 24 PRECAST PAVER 2300 SOFT $10.00 $23,000.00 25 TRAFFIC CONTROL 1 LS $2,000.00 $2,000.00 26 4' SOLID WHITE LINE - EPOXY 100 UN FT $025 $25.00 27 4' DOUBLE SOLID YELLOW LINE - EPOXY 725 L1N FT $050 $362.50 28 ZEBRA CROSSWALK WHITE - EPOXY 150 sa FT $3.00 $450.00 29 PAVEMENT MESSAGE - ARROW 2 EACH $175.00 $350.00 30 HANDHOLE 1 EACH $50000 $500.00 31 NMC LOOP DETECTOR 6'X15' 4 EACH $1,500.00 $6,000.00 32 INSTALL SPRINKLER HEAD 6 EACH $150.00 $900.00 33 DECORATIVE BENCH 1 EACH $1,500.00 $1,500.00 34 DECORATIVE TRASH RECEPTACLE 1 EACH $1 ,000.00 $1,000.00 35 DECIDUOUS TREE 2.5' B&B 3 EACH $450CK) $1,350.00 36 TREE GRATE & FRAME 3 EACH $1,200.00 $3,600.00 37 LAWN TYPE SOD 100 SQYD $2.60 $260.00 i ~allt~I~~I~~i~~tJ~\~j~]~ji~~1~~Yi~~;~~1jg;'~~~i;.i;i!~;;;i;i~':;~.:t~::,;;~,~t~~c~.,:;~;t;~l~iji[~1~li~i~~~1~~(~~Wi$::~(~(~%1~)f{(,";~ (~:Ef[;iJji~%~~$J.i@',:; [tdli:I~~lfi'~#~~1!~~t{;,;~,;i~;i!~~~I'ji~fJ~~~'~~lf!~;~,t~;:~];;~~il~;~i:)!W;~,'J~,~~~iif,l:i~\~~~E~;!1:~l~~Wiij~it ~~:~t;i1.~tI11~}~~$ja;~ i 1r~~.==,~ltl~~' ~t~all.lli!~~~,. j :l~S[~'::~i;'~~jj'i~~Wizii:~: ." I ! . 5TH AVENUE NORTH (EXCELSIOR BOULEVARD TO MAINSTREED . SCHEDULE "B" STREET AND SIDEWALK IMPROVEMENTS NON-ASSESSABLE) ITEM ESTIMATED UNIT NO. ITEM BID UNIT PRICE TOTAL aUANTITY 1 DECORATIVE STREET LIGHTS 16 EACH $4,000.00 $64,000.00 I i J :l ;WC~~~~wJJi~~J~}~~i~i{~,~::~~i'i~;il~'~~j~~lfafl~j(~i~~I~t%;C":,;*~~~~~~II.~~fr$.it~~:i~1~tii~F3~bi6H:~ fi.~i~ij~ml~ili~_ij_ll~~~)'ri~}$jwi~~:lr~*-i:~i~j~~~j~~~I1:l~tt~~~I~llfjn:tl~j_t~~~l~~Z :f~fj~~~~~jMi"dlfb1&\. ..!t, '/./~Q ..~ib.t\1JI~~~I~:,(f;~it;i~~~~'tWi~i~!~j~~l~;;~l~i~(~~:~~t~~~~~l~~1!:~1~1% {fi~'ljJ;,labl~~* 5TH AVENUE NORTH (EXCELSIOR BOULEVARD TO MAINSTREET) SCHEDULE "C" STORM SEWER IMPROVEMENTS ITEM ESTIMATED UNIT NO. ITEM BID UNIT PRICE TOTAL QUANTITY 1 REPAIR DRAINAGE STRUCTURE 15 L1N FT $300.OQ $4,500.00 $~h,t~t~Et:~~~~QQij~~1~~~~~f~;~{\~i~j~ti!)!~;jJ:;~l;;~U:~ :~;i:<?-" .~J!:.;~i;i;i:i1:~;: ,:t;lj;};:S,.;t~A;.;:f>:1;.!f;;~{t~0:(~';i;;#i.:~L~';~:;~~l~~ . ."_.", _.. !,n_,_"_: .., ..'.:'.._'. t;~:;~~:iJ;::.~'~~;~:~1~6&}bQij: . :t~~;~rtl:tw~~&&i~~{;~~11i~i~~mi~~IIJ~jii~~\~W~~i~,;:ri'f~;~i.;W)i("..m:',:;i;;:-i:;;\;j;{;,:,~;;g';y:;:~~~:(:t~;\,;~~:lJf:j;:j~:;\;i:':;~ji~~{::~;:{~ )'~~:l%~j;:!~;:i;~\,~b~}ja!' ~~Vj:~~~jij€iifffIJ.~i~Wffft~l!iiJ'&111~tl$iJ'-I;~j~~i:'t;1'~i;~;i;' ':'t~:::.~:,,:':"~,~: i;';~":,':.' ,: ..';;!::::;i~~~;;t?!~:;;ii*;t~:;J~)!;~;;;::);;q;G~0 [gil,f:;;~;?;;:0~i~~~~;q~; ~6'tki}/fjsttiiI~;~ii6'\~6~1.tW1,~il6~;i613yh~;,1,,;.,".r;]r:--:}/:':'~':',:, "C~::".:';i.: '{'.i>", ..,;..~.;.."..;,\;"g :!::~.j:i~~<'};?~1$6;Bi5}g6\ 5TH AVENUE NORTIi (EXCELSIOA BOULEVARD TO MAINSTREET) SCHEDULE "0" SANITARY SEWER IMPROVEMENTS ITEM ESTIMATED UNIT oJO. ITEM BID UNIT PRICE TOTAL QUANnrv -,'. 1 REPAIR SANITARY MANHOLE 3 L1N FT $300.00 $900.00 \ i c~:~i~~,.::' ~'~~1 ;... .:,' ~j~;-r"l:- ~~ - ~~ .~1..;-~: ". r r~~ \t\:'::&i~i'i" .?if: "'~. '-~ . :"~:_'~~~V~::':';~"JI~;~~~~mR-~&~~~~~~~~:'~!f~i;:~~~fY~~~~llf~~lil*~~~ ~I_~?#mb!b~~l ;"'~~~\"~'llff'~"~""'" e"-'-~~~I to'. __4QO , NG'"I1N 1~ ,,!~, , '. "".." ~~'~;~iJ.affJ#f~iN~FA:t;6.'~t,1J~~i~filtl~JfFY~.(1:t;W: T.$22Sdjo ! t6l4i(~~t;ZAi~D-~~&~f~~~~~~1~ftjYW;'t;'~).,i;;~:r:\S..:;'~;, . ,.' ::;"..:':..-.:. ,:$1,215,O(J . . 5TH AVENUE NORTH (MAIN STREET TO 1ST STREET NORTH) . SCHEDULE "B" STORM SEWER IMPROVEMENTS ITEM ESTIMATED UNIT NO. ITEM BID UNIT PRICE TOTAL QUAtmTY i 1 REMOVE SEWER PIPE (STORMl 20 UN FT SIOOO $200.00 1 2 REMOVE CATCH BASIN 1 EACH $275.00 $275.00 3 12' RC PIPE SEWER CL V DESIGN 3006 (STORM} 60 UN FT $30.00 $1,800.00 4 CONNECT TO EXISTING STORM SEWER 1 EACH $350.00 $350.00 5 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 1 EACH $1,600.00 $1,600.00 6 CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-1 3 EACH $1,100.00 $3,300.00 -, Ii _fi\,_I~filii.',- ~fliRfi~~~l~~li~j;j~J;J~j!l#il~~III~~llit~tj[~{rikf~~;~~}:J:;~:i'~i~~~ii\~~~iif;~~r:)~~tli~~~Y~'$~ ~j~:~I~tl.l~I~~ I 1 ! . , I j .. . i I I . . ENGINEER'S ESTIMATE 2003 STREET AND UTILITY IMPROVEMENTS CITY OF HOPKINS, MN BMI PROJECT NO. T15.20896 CITY PROJECT NO. 02-10 5TH AVENUE NORTH (1 ST STREET NORTH TO 2ND STREET NORTH) I SCHEDULE "A" STREET AND SIDEWALK IMPROVEMENTS I i,. .'rreM, ESTIMATED UNIT NO. ITEM BID UNIT PRICE TOTAL QUANTITY -1 . .' 1 MOBILIZATION 1 LS $4 ,0CI0.00 $4,000.00 2 ROOT CUTTING 2 TREE $100.00 $200.00 " i 3 REMOVE CURB AND GUTTER aDo L1N FT $3.00 $2,400.00 I 4 REMOVE BITUMINOUS STREET/DRIVEWAY PAVEMENT 20 SOYD $4.00 $80.00 I 5 REMOVE CONCRETE PAVEMENT (WALK) 50 SO YO $7.00 $350.00 6 REMOVE CONCRETE PAVEMENT (DRIVEWAY) 100 SO YO $9.00 $900.00 7 SAWING CONCRETE PAVEMENT (FULL DEPTH) 100 L1N FT $5.00 $500.00 8 SAWING BITUMINOUS PAVEMENT (FULL DEPTH] 200 L1N FT $250 $500.00 9 SALVAGE SPRINKLER HEAD 4 EACH $50.00 $200.00 10 EXPLORATORY EXCAVATION 1 HOUR $)00,00 $300.00 11 COMMON EXCAVATION (CV) (EV) 450 CUYD $12.00 $5,400.00 12 SUBGRADE EXCAVATION ICV)fEV) 500 CUYD $]3.00 $6,500.00 13 CLEAN, SAW AND SEAL CONCRETE JOINTS 100 L1N FT $1Oc00 $1,000.00 14 TOPSOIL BORROW (LV) 45 CUYO $]5.00 $675.00 15 SELECT GRANULAR BORROW (CV} 500 CU YO $15.00 $7,500.00 16 AGGREGATE BASE CLASS 5 (STREETS/DRIVEWAYS) (CV} 700 CU YO $20.00 $14,000.00 17 MILL BITUMINOUS PAVEMENT (FULL DEPTH) 3000 SOYD $2.,0 $7,500.00 18 BITUMINOUS WEAR COURSE (STREETS/DRIVEWAYS) 330 TON $.\2.00 $10,560.00 19 BITUMINOUS BASE COURSE (STREETS/DRIVEWAYS) 500 TON $30.00 $15,000.00 20 BITUMINOUS MATERIAL FOR TACK COAT 150 GAL $2.00 $300.00 21 ADJUST FRAME AND RING CASTING 2 EACH $275.00 $550.00 22 4' CONCRETE WALK 300 SOFT noo $900.00 . 23 B618 CONCRETE CURB & GUTTER 800 L1N FT $9.00 $7,200.00 24 7' CONCRETE PAVEMENT 100 SOYD $39.00 $3,900.00 25 TRAFFIC CONTROL 1 LS $2.0CI000 $2,000.00 26 4" DOUBLE SOUD YELLOW LINE - EPOXY 700 UN FT $050 $350.00 27 ZEBRA CROSSWALK WHITE ~ EPOXY 150 SO FT noo $450.00 28 INSTALL SPRINKLER HEAD 4 EACH $150.00 $600.00 29 LAWN TYPE SOD 270 SOYD $2.bO $702.00 ~~f~~flei~.~Rf~a~gi\~I~~~~i~~~i~fK~i~f~:f;'iJ':~~~jil~~r,5;~~;i~9.~~~~~Ai*i1~~f[~\~~\f:~,i~~D;;:',;f;:~t:~;)c':f;.';:'(,;~~:~f~~;ifg,'f:!\,,::j~~j f!jAi{~t[~1i~ftj~~6a'~ ~i~m~~fiPitJl~iJj~~,,}+,,~;:);~tZt~9~1":~~~:j~f~~~~1;;J.~r;~~;:";jW;.,,~}%;~j~f::;t~~l;~(iir~:;t{:f;:~:(ir;::':;:._.....'.,.;'..;..y..:....:;..... " ..-:'.~;;...;.,.,:..;'~;~.i~ ~',~:.~~l]i::mtff$iJ}!f1~lii ~f~iiil~'~Jfi&~I&i;~~XJ}Ni~~iAW,~iJl~~lf~r*i~:f:':..~~:;~t;~;i(;;~,.~;~;~;-J,D;i~lt~;.\:!.~i:~~t~d;~~%~~;i~!..{;;i\;I:::it~t;lj:;~~t~: ;~:~;}[!,~~~\;;~~i~~ri~i~~.:; li~~i!1~~fi~~*fBl~~N~~~11~tl~W;f~rt~t~,;~!.7:,t~;tlifi~f~~\;;;:it;.!}~~;~{~~;~1:~Ij!f;:~;~f~~~,~:t:;,i,[~tj~~::f1@~:i~i'i:;:~iW ~~~~i?[if~li~~~lii:}: i " ! J , 1 H . J . . 5TH AVENUE NORTH (1ST STREET NORTH TO 2ND STREET NORTH) SCHEDULE "B" WATERMAIN IMPROVEMENTS ITEM ESTIMATED UNIT NO. ITEM BID UNIT PRICE. . TOTAL QUANTITY 1 WET TAP GATE VALVE 1 EACH $2.000.00 $2.000.00 1 J ;~fi~,~6i~i~;'~G~~a~L~;:i~~:~~{~~~i~:!tiAit~tll\i~~i~~~i~1i~f1~~~~~i~1~r~I_~~~~_~': ~ 'C. :~~tfIlJli~&l 1 ;rJ~~~B~~;~i~l~>>a}!i~i;}0~~*l1~~~:~~~t~;{il~~1~~1~1~*m{f~tli~~f~fli~Jt~r.~'ti~~ft\II~1~~~~. ~i~fBjN3~ ~illtw~~IIi.Jl1~~ij1ij~~1.lli~~\t}~1jji~R~'~1_!~t":1~~1~ ~ il/;""~ '"l\'l!gJ;-"-,;\: >.., "'~>"", '( ....,"..'."'..."....r'i'"..J." ._.,..._~:M'..""'.~!* W'-~~ v.~'~" 'Tolfiilrry ~.~. P,ii"'.'m.~t "j :~~ ~;f~~~.~,,~;c"}il1i\!';;,:';j!!~f'~"f-0.:i;':':"~f~~', m.~i'\~~;;;;;, ;.\.,".i'1~.:i1.;;N;i;; /:Yi:;~1!i~'~1<~&~t,~*l\";F.t;C:''"~i~~,{il@~'' ., \ ~,' ~ . " 1.((;),':;; ,.'f;,\~$'t/~A'it~lifijtitJsrtF{ ..~'C;T'(,.Nr~OST(\?f0\~~1+J'&i;~flf!il~?(!!::;~,~,Wf,~'i::~.T~. )!:e,~::!!~h~i*!1:,;~}d~~i~~' 5TH AVENUE NORTH (1ST STREET NORTH TO 2ND STREET NORTH) SCHEDULE "C" SANITARY SEWER IMPROVEMENTS ITEM ESTIMATED UNIT NO. ITEM BID UNIT PRICE TOTAL. QUANTITY 1 REPAIR SANITARY MANHOLE 5 UN FT $300.00 $1,500.00 ~~~.*~t~~,:$a.~~piiB~,}!~j~--:.0;~)j.i:i;~~.~0,~:~:~1~'};;i;i;1.~;~~~~ji~~;~:i:,~it~::\~i~~t~~~~I%~;~~~l~2,i;.;~{~~~~?~@~[~~fiJ~~f~1~~~';~:~~,~~~ ~~~~'r~i;i,iiitf~lp;d~~. . ;j4~,~;~bWf;&~~h~j~~~:?;;i;;:..:;:;:;"%~.{~i}f::;i:tr~~~t.2~~~~.~~t~;;~€~)~;~~~:f(j;J~~i~t~~';;~)[;i~~t~~~\.';.;':~.~!;~~;t~~~t~r;~~:li~~~'€:f~j2~ i;~~~~~1;~~ili~;aa~ ~~~~)~&~j&~~~/N~;~~d.A:h~i;l~~h~!tfd~~~i~~wf~~;fffi,;~~~t,t~~,~1f~~~[\~~ii~}~;~l.;~;ir;~i~~~0~~~;~~;~.i~~;~t~ ~i~~~t:,;~~lfiI~&~~~~ i8:f~I.';~$h~~fEd:~g~$i#lifwd~f~~~~ri{.~i~.\;l~,i:~i;::fi';;:f!.i~0}~)f.Sit~0~fu~)~~r.,:;D;~ct~;'{':;;;;;{1*~;li{~~:1;)il:r:'.;~,~:~;t~, tl~Ji~!f1~";ii(~i~~)a3g , , ! i I ., ! ) . . ENGINEER'S ESTIMATE 2003 STREET AND UTILITY IMPROVEMENTS CITY OF HOPKINS, MN 8MI PROJECT NO. T15.20896 CITY PROJECT NO. 02-10 5TH AVENUE NORTH (2ND STREET TO MINNETONKA MilLS BOULEVARD) 1 SCHEDULE "A" STREET AND SIDEWALK IMPROVEMENTS I ITEM , ESTIMATED UNIT.' ,- . NO. ITEM . BID ,'. . UNIT PRICE',. T()TAL QUANTITY 1 1 MOBILIZATION 1 LS $4,OOOJlO $4,000.00 2 REMOVE CURB AND GUITER 850 LIN FT $3.00 $2,550.00 .3 REMOVE BITUMINOUS STREET/DRIVEWAY PAVEMENT 20 SaYD $4.00 $80.00 4 REMOVE CONCRETE PAVEMENT {WALK\ 50 SaYD $7.00 $350.00 5 REMOVE CONCRETE PAVEMENT {DRIVEWAY) 50 sa YO $9.00 $450.00 6 REMOVE LOOP DETECTORS 2 EACH $125.00 $250.00 7 SAWING CONCRETE PAVEMENT (FULL DEPTH) 100 L1N FT $5.00 $500.00 8 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 100 lIN FT $2.50 $250.00 9 SALVAGE SPRINKLER HEAD 10 EACH $50.00 $500.00 10 COMMON EXCAVATION (CV) {EV) 60 CUYO $l2.00 $720.00 11 TOPSOIL BORROW (LV) 90 CUYD $15.00 $1 ,350.00 12 CLEAN, SAW AND SEAL CONCRETE JOINTS 100 UN FT $10.00 $1,000.00 13 ROUT, CLEAN AND SEAL JOINTS 1500 UN FT $].00 $1,500.00 14 BITUMINOUS PAVEMENT PATCH 20 SY $50.00 $1,000.00 15 BITUMINOUS MIXTURE FOR PATCHING 50 TON $65 00 $3,250.00 16 BITUMINOUS MIXTURE FOR TYPE 2 CRACK PATCHING 50 TON 5150.00 $7,500.00 17 MILL BITUMINOUS SURFACE (3') 3400 SaYD 51.25 $4,250.00 18 BITUMINOUS WEAR COURSE (STREETSIDRIVEWAYS) 550 TON $32.00 $17,600.00 19 BITUMINOUS MATERIAL FOR TACK COAT 350 GAL $2.00 $700.00 20 ADJUST FRAME AND RING CASTING 3 EACH 5275.00 $825.00 21 4' CONCRETE WALK 900 sa FT $3.00 $2,700.00 22 B618 CONCRETE CURB & GUITER 850 UN FT $9.00 $7,650.00 . 23 7' CONCRETE PAVEMENT 50 SOYD $39.00 $1 ,950.00 24 TRAFFIC CONTROL 1 LS $2.000.00 $2,000.00 25 F&I SIGN PANEL. TYPE C 25 SQFT 535.00 $875.00 26 lYPE 2 OBJECT MARKER 4 EACH 5100.00 $400.00 27 4' DOUBLE SOLID YELLOW LINE - EPOXY 720 UN FT $050 $360.00 28 ZEBRA CROSSWALK WHITE - EPOXY 120 SOFT $3.00 $360.00 29 NMC LOOP DETECTOR 6'X15' 2 EACH $1.500.00 $3,000.00 30 INSTALL SPRINKLER HEAD 10 EACH $150.00 $1,500.00 31 LAWN TYPE SOD 350 SOYD $2.60 $910.00 !:iW~iFb:i!~~f~~j,lgb~t~:;~~.if~:ri:,.,.';.;g,;l:;:~~... :~~i~~~:;;';:ii~~~~~f~::'.A4}:\;;;:~':~;;.,;~;~'~;f';;'e;i:.;':,):~:{:i':,7;i;i;l;~t:;{m;i.e,;f;';:/,';': ~:~~.~ .~~:~~ .'c:~,;;.t\n~;~ ",~,C,.~:T; ~~.~. ~ ':. . :~;~:':;~7.,: $70.;1.;'0.00. :j~~~~ilfj~/~Jij~t;;iiB,"'!";:,:: ;:;.t1~{~;;{~.~~;ti~j~~~~fif;~;;1;::;~~~1>>{~.~i~;~;~:~:,!,J:~~{~ifl.:':1,;i~.iii;;,.:.'>(' ~:.';^ ~ :.:/;' :;~M~:;:'~ :~~~~~,'i:,' ,:(!':~;~>/~ -'$i;li$3:0~ ' i ~~t::f~~~f=;f~I~~~li[~~r~:~i,~~~.141Iil , I , ; ~ . . 5TH AVENUE NORTH (2ND STREET TO MINNETONKA MILLS BOULEVARD) SCHEDULE HB" WATERMAIN IMPROVEMENTS ITEM . ESTIMATED UNIT NO. ITEM BID UNIT PRICE TOTAL QUANTITY :1 1 WET TAP GATE VALVE 1 EACH $2,000.00 $2,000.00 ~~j*ciij~;1~EJi~~~:t.&i;!~fNr;1J':)i~~\~~1fuill!i~-;;~iti)~~@jji~~~;if,,~llr~~l~l~jji~tf~}1~!rilf_~~t~~i~i~1~$ !tI!~I~?b.ta1~1 :~~3~lp~i&~~&~~1~1~~f~i~!,t~m~ilir:t*l~r.t~~ijIll~$I~~1~1iC:~~lit~i~li~?r~~ll~ti1 "1i<~"'''''>1'''''''''''F.''''''''~'''"01mr~t..; ~l ,', ...,'.o!....1~_'.. ~~. "'i.?'J'~~..{.,~, ,~,!,,' ~';'" '",. ~~~~~~~:~~~~~~'$gll.~~iOl)j~ ) '!j~[~*i~ft:~>;~F];\!;r;:B:~;;~fgl\it:;"'~I'lj;W:'~!i~"t~~~(U~~f.;~\(!~~i$~~~tt':!it;i~fI~~17JtfjW!itiJ;Wj~J@)'J~I(~~f,~!l(;'~~~~:~J~SY'l. r~";~'&C:"1;"i"'i\i'0"''''~~~*1i'lI''': "'f;r~".,.,,~:, 'it .." ,,,.. , '," .... .,'" . l g,5}fii~1iI.(~.lfJl~J;:F11N~f.lJlflI)t.'!AQMt.,,-.Ji,1lI3AffJ,~ff/f.~lli:~,~!\<~~~:i:{?f..'l.~?j";.\'!',~~"i,re;m~;t~'~~~'~1~i1,~;'~.' '~ .' '.IP"Oll' ',!) ~ c ,~t _, ,_ '-t'J'"_ __:_,.,'r" . .I!"~., .~ ,', -,.,~".< .... "" .... ,,-,., ""! ""'CI!J\'" ,:" '~'~lf~~'~f!Jj ;k~.&i"'."""'" 't,.... ,.,.."~,, ", ',' "'-~...". ~,. .' ,... .",""., '_'~W,..",~.,,~.,.~... .. .,,,,.. ,. ""l ,~~~~~~i:~'i~~ ..,. -, ;...1i..~'_.>-.J.~'~ _ .';". J"j*ll'~-, u.~..,R'~~ i~~.'~,', l~", -~I'r'i~l ;'lI~' . :-\~.. ~ ' . .;>.~ x' rlc c Ii '-'1',. ~t-"'.'.""~.~"-' ;'.. 1-i.'~'L:'~ ~"','.,; - '''-1f1.'-''' I.;~..~.~ ,.'.:!.,~. "',;.\~f.":"f-.1.. l' ....<. d, '.~'~"". . .':>,..,,,'. "h",~",,:",. ..".,yt,<.;,. .;.;."". ,",,~;. ~~ . .'K,g ;. ~, . i'ff"i!,,>C'<""''''' 'P""';J:' . t.."",:,",,,, ;..:e ,t.. ... ,"'''''''.x' 1. ':;.ft ;,",. "',," ""'"'' -""";""im' "" /~. ~. r....,',1", 1',~7'.~ _""">-,,.~^. . <\"-'''-='-..,., ~~:r~'. L:.l- .1. ,._.- ~...,,_I - et..i:!:.... '<'\.1. ~-, 1::., ~ - JJ'~' ~, ~r ,r' -"~~' " .It ."'<--- ;._.'L:'!f), " 'f';1;" , 'f.: ~""-I"~~::f ,~,.,.. i-:K:',~;~ "":~.fI))-1"'<I.....,.r~'-lf'1 '.: ~ ,. \... " ."'<""'J/E''''$2.'70t1:0tt "O,TALiEs'TIMAi7!J ..'!fJ?(;,Q.'f!S.i!!11. .:.~T/ON/Q, ".$Tif'~~J;~~%~~(~'\:'V;1.!N%;f\{~:\:i';,~iY:~'~~~~(:~~Pkl;;~~'&Jf;M::.;\n~~B;,'jfifh,,;;,.~~{f -~~J?'.~l~~~~:.tt~~: . '-J'", ., r.~ .~,.~~. , 5TH AVENUE NORTH (2ND STREET TO MINNETONKA MILLS BOULEVARD) , SCHEDULE "e" SANITARY SEWER IMPROVEMENTS , ITEM ESTIMATED UNIT NO. ITEM BID UNIT PRicE tOTAL QUANTITY 1 REPAIR SANITARY MANHOLE 5 UN FT $300.00 $1,500,00 ~~~:faij,t~i'~'~B~~~i~'t;~.f,;*:~~?3~l?rt~~t;~~~titii~i~~\li;1ff,w1::';~~'~~;{f~~:~~~~ri-f~I,~~{:~tB,f!!fiII~~~l~~~~~~i!::~~;;;ri;lf~~~ ~i~f~~~~1i;1.~~~~~~~~ . [i~~(i~~&P;;m~~~}~~!i~;~:~f~~J~~t~i~]~~i~~111Ii~,~~t~:;~~~'~~t~~.1~~f~ii~~Wfg~~!~if~~!!:;~{~~t;i:1;~;~~~!~~~~f~JJ!t~~i! 1~'I'~]~jt;!i*~>>'l~~~:j 'tg,;;LfN~;~~k~fN~:~tj~~;;~M1%J.l~i1Jl~Ill~~~1,'~~1~~~~}i~~l~~~;~{;~~~~t,~;}it~i~~if~f,l'&;lJ~~lt~~~l#~,~:;t[~i~i~~;~I;~ l~?t~~f~~ll;;'~1!l.~~~~Jbgi; :idiiiJ't~'rt~~.~~i:tcdN~t~~7}lt{~~t;~~~tli"i:';t'.:~f:;Eil~;"i{-~@~~~;.;:"~'i;:::j~"iU~g~J'iii':!r~;ttt0,~:j , ."~"l::;JJ);H!ft i~~:RE~~~;#kJ:~{$KSi#!aJ,;; ., i I I I , , e i _ENGINEER'S ESTIMATE 003 STREET AND UTILITY IMPROVEMENTS 7129102 CITY OF HOPKINS, MN BMI PROJECT NO. T15.20696 CITY PROJECT NO. 0:2-10 5TH AVENUE NORTH (MINNETONKA MILLS ROAD TO HWY. 7) " i SCHEDULE "A" STREET AND SIDEWALK IMPROVEMI':NTS ITEM:" : ESTiMATED UNIT ., . . 'j NO: ITEM UNIT PRICE . "TOTAL" QUANTITY ,:. "',, . ,':.,' ' t MOBILIZATION 1 lS .$7 ,000.00 $7,000.00 ',' 2 CLEAR TREE 1 EACH $300.00 $300.00 3 GRVB TREE 1 EACH $300.00 $300.00 4 REMOVE CURB AND GUTTER 15oo L1N FT $3.00 $4,500.00 5 REMOVE BITUMINOUS STREET/DRIVEWAY PAVEMENT 315 SOYD $4.00 $1,260.00 6 REMOVE BITUMINOUS PAVEMENT (BIKE TRAil) 800 SOYD $4.00 $3,200.00 7 REMOVE BITUMINOUS STREET/DRIVEWAY PAVEMENT 20 SOYD $4.00 $80,00 8 REMOVE CONCRETE PAVEMENT (WALK) 9oo sa YO $7.00 $6,300.00 9 REMOVE CONCRETE PAVEMENT (DRIVEWAY) 2oo SOYD $9.00 $1,800,00 10 REMOVE LOOP DETECTORS 2 EACH $125.00 $250.00 11 SAWING CONCRETE PAVEMENT (FULL DEPTH) 200 UNFT $5.00 $1,000.00 I 12 SAWING BITUMINOUS PAVEMENT (FULL DEPTH} 500 UN FT $2.50 $1,250.00 , 13 SALVAGE SPRINKLER HEAD 10 EACH $50.00 $500.00 , EXPLORATORY EXCAVATION 4 HOUR $lOO.OO $1,200.00 14 15 COMMON EXCAVATION (GV) {EV) 150 GUYD $12.00 $1 ,800.00 , 16 TOPSOIL BORROW 150 CUYD $15.00 $2,250.00 ! 17 CLEAN, SAW AND SEAL CONCRETE JOINTS 100 L1N FT $l{}.00 $1 ,000.00 , 18 ROUT, CLEAN AND SEAL JOINTS 2500 L1N FT $1.00 $2,500.00 19 MILL BITUMINOUS SURFACE (3'] 6000 sa YD $1.25 $7,500.00 20 BITUMINOUS PAVEMENT PATCH 150 SY $5000 $7,500.00 21 BITUMINOUS MIXTURE FOR PATCHING 40 TON $65.00 $2,600,00 22 BITUMINOUS MIXTURE FOR TYPE 2 CRACK PATCHING 40 TON $150.00 $6,000.00 , 23 BITUMINOUS WEAR COURSE (STREETSfDRIVEWAYS) 980 TON $32.00 $31,360.00 24 BITUMINOUS MATERIAL FOR TACK COAT 600 GAL $2.00 $1 ,200,00 25 ADJUST FRAME AND RING CASTING 3 EACH $27500 $825,00 26 4' CONCRETE WALK 10500 saFT $3.00 $31,500.00 I 27 8618 CONCRETE CURB & GUTTER 30oo L1N FT $9.00 $27,000.00 28 7' CONCRETE PAVEMENT 200 SaYD $39.00 $7,800.00 29 TRAFFIC CONTROL 1 LS $2,000.00 $2,000.00 30 4" DOUBLE SOLID YELLOW LINE. EPOXY 1250 L1N FT $0.50 $625.00 ~ 31 4" SOLID WHITE LINE. EPOXY 150 L1N FT $0.25 $37.50 32 PAVEMENT MARKING - ARROW (EPOXY) 2 EACH $l7j.OO $350.00 33 ZEBRA GRL3SWALK WHITE. EPOXY 650 sa FT $loa $1 ,950.00 34 24' STOP LINE WHITE - EPOXY 18 UN FT $6.00 $108.00 35 NMC LOOP DETECTOR 6'X15' 2 EACH $] ,500.00 $3,000.00 , 36 INLET PROTECTION. FIL TEA AGGREGATE 6 EACH $[25.00 $750.00 37 INSTALL SPRINKLER HEAD 10 EACH $150.00 $1,500.00 38 LAWN TYPE SOD 1300 SOYD $2.60 $3,380.00 " I ~~~t~i:i~r~~ii~~~~i~~i~;1i(~:,i'~~',ttu.0~j~~ill~jE~'jlt'!~~~~t,;id~ii;.~~~\~i.~~~~ltf~fi~;lr1~~~ir;.~1.i~~i~;;!~~ ~~~iir~ifA~I~liii , ! , i:~~;;D~)~l~:Wji~ii~{*[G~}\ 'i l~~~~J.j~f&~f'J~~~mara~~Mt~1~~11;14Iiii~~t~~i[ii~{i';.,'~i~*t~f:r~~j~;~1~i;:~\~~I~jj~~0rBfi;t:}:'iir:!.~il:J,J:~~it~. ::;\1,i;1f~~111t..,~/ij}~~dlWt. I I 7;ii:'~~..~~f~~A::i~b~'~:~~~~;;J;1~~f~r3~~~~~;trt1t:~~,~~~~,;li,T,~~~r1~~TN!pji~Jti~jt~[~~~i;~~:;};r!tj..F",;:,:.A'!:t,~J!;:;.;?,:! ;:i[,'l;;'!:;1:-;,)~1~i~~:tiWi;y , I . .-- . 5TH AVENUE NORTH (MINNETONKA MILLS ROAD TO HWY. 7) SCHEDULE "B" STORM SEWER IMPROVEMENTS ITEM ESTIMATED UNIT NO. ITEM BID UNIT PRICE QUANTITY 1 REMOVE SEWER PIPE (STORM) 230 UNFT $10.00 I 2 REMOVE CATCH BASIN 5 EACH $275.00 " 3 REMOVE BITUMINOUS STREET/DRIVEWAY PAVEMENT 900 SOYD $4.00 4 AGGREGATE BASE CLASS 5 (STREETS/DRIVEWAYS) (CV 250 CUYD $2000 5 BITUMINOUS BASE COURSE (STREETS/DRIVEWAYS) 200 TON $30.00 1 6 REPAIR DRAINAGE STRUCTURE 10 UNFT $300.00 ! I 7 12' RC PIPE SEWER CL V DESIGN 3006 (STORM) 60 UN FT $30.00 , 8 18' RC PIPE SEWER CL V DESIGN 3006 (STORM) 60 UN FT $33.00 9 CONNECT TO EXISTING STORM SEWER 1 EACH $350.00 10 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 2 EACH $1,600.00 11 CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-l 4 EACH $1,100.00 ; \ ~~i~l~itliD~~~Jj,~ilJf~~~~!i~;if;!~I;~~~,i!i;i#~~~~~~~~f~1i4h~li\&ll~.~~~~i\~~~~1~~ii~j~~tl~;~~J I i ~'~~~~~&ii~d~~~1~~1:~.;;"!W~:~j~;:~r:!{?:n..:'~..;:::':"':~~;"~( ::;,::,~:~::;:::; ,): ~'-~" ;.~/:\:i~~~1i;;c ::_";~~::~:}~~~:r~::') ~5~:;,::-';~.::i;::$~: i~~~~:~; i !J~~l)j~,iiB~1~~~~&~;~i~f~iMWA~~~jJ~lt~!f*;\t~;~;;;!~t*~!li~~~;~t~tif~~*fll~~Jl~I~~~j~ +6~Al.:k~ttl.i.;i/lj~D;~~N~:ifJi~bz,rrjiNl~~~~!,~:>~,,~ijii,~';:\~f,~tr;::i!i!;~:~~'~;M':;;:~Ui~;:'.~i:~:,;~:,.' ~'.':;"'::j;~1:ltf':c~.t~~;.M" 5TH A VENUE NORTH (MINNETONKA MILLS ROAD TO HWY. 7) . AP: SCHEDULE "C" SANITARY SEWER IMPROVEMENTS .J.l. ITEM ESTIMATED UNIT NO. 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W f-01l0 -- '" " \ ::J ~~ '-7 Ow · .<:..... un:: - - --- - ~ ~t;; - <t ~g I HN X lJJ ~ ~~'- '(w' Gl \...,-. j! - o ~i I'~ ? ~~i' i ~ ~~ .f ' -' ,~) - m ~~: (':' , !!. · . 'il/}~ I'i; 1 I I~ mE !J:l(' ..:J6\JOl~\dQ...ld.....<;'U[) I 1'J\%IlGl":;' 1 ~S_V3.:f\1i.(j(JI1\ 1Q "."" 1.1 =[1' '&0 2(1/92:/ LO 08/15/2Q02 09:35 FAX 9528908065 BOLTON & ~IENK -> Hopkins (CD ) l4J 002/012 . AGREEMENT FOR PROFESSIONAL SERVICES 2003 STREET AND UTILITY IMPROVEMENTS TOPOGRAPHIC SURVEY, FINAL DESIGN, CONSTRUCTION STAKING, OBSERVATION, & ADMINISTRATION CITY OF HOPKINS, MINNESOTA This Agreement, made this_ day of_, 2002, by and between CITY OF HOPKINS, 1010 First Street South, Hopkins, Minnesota, 55343-7573, hereinafter referred to as CLIENT, and BOLTON & NlENK, INC., 1515 E. Highway 13, Burnsville, Minnesota, 55337, hereinafter referred to as CONSULTANT. WITNESS, whereas the CLIENT requires professional engineering and surveying services in conjunction with 2003 Street and Utility Improvements, Topographic Survey, Final Design, Construction Staking, Observation, and Administration. The proposed improvements are described as follows: 1. Street reconstruction along with sidewalk and landscaping improvements will be completed on the following streets: . l. 2nd Street North, between 5th Avenue North and 6th Avenue North 2. 5th Avenue South, between the C.P. Railroad and C.S,AH. 3 3, 5th Avenue North, beffi'een Mainstreet and 2nd Street North 2. Mill and overlay and partial curb reconstruction along with sidewalk and land- scaping improvements will be completed along the following streets: 1. 5th Avenue South, between)"d Street South and the C.P. Railroad 2. 511t Avenue South, between C.S.A.H. 3 and Mainstreet 3. 5th A venue North, between 2nd Street North and Trunk Highway 7 3. Storm sewer improvements at the intersection of 5th Avenue North and Mainstreet. Storm sewer improvements at the intersection of 5th Avenue North and Minnetonka Mills Road. Storm sewer improvements along 5th Avenue North, between Wayside Road and Trunk Highway 7. 4. Miscellaneous sanitary sewer and watermain improvements including manhole repairs and valve construction. . . City of Hopkins August 15, 2002 Tl5.20896 1 - -- .____ ~_ ~_ ___ n____ 08/15/2Q02 09:36 FAX 9528908065 BOLTON & ~IENK .... Hopkins (CH ) @003/012 . AND WHEREAS the CONSULTANT agrees to furnish the various professional services required by the CLIENT. NOW, THEREFORE, in consideration of the mutual covenants and promises between the parties hereto, it is agreed: SECTION I - CONSULTANT'S SERVICES A. The CONSULTANT agrees to perform the various Basic Services in connection with the proposed project as described in Exhibit 1. B. Upon mutual agreement of the parties hereto, Additional Services may be authorized as described in Exhibit lor as described in Paragraph IV.B. SECTION IT - THECLIENT'S RESPONSIBILITIES A. The CLIENT shall promptly compensate the CONSUL T ANT in accordance with Section . III of this Agreement. B. The CLIENT shall place any and all previously acquired information in its custody at the disposal of the CONSULTANT for its use. Such information shall include but shall not be limited to boundary surveys, topographic surveys, preliminary sketch plan layouts, building plans, soil surveys, abstracts, deed descriptions, tile maps and layouts, aerial photos, utility agreements, environmental reviews, and zoning limitations. The CON- SULTANT may rely upon the accuracy and sufficiency ofall such information in performing services. C. The CLIENT will guarantee access to and make all provisions for entry upon both public and private portions of the project and pertinent adjoining properties. D. The CLIENT will give prompt notice to the CONSULTANT whenever the CLIENT observes or otherwise becomes aware of any defect in the proposed project. E. The CLIENT shall designate a liaison person to act as the CLIENT'S representative with respect to services to be rendered under this Agreement. Said representative shall have the authority to transmit instructions, receive instructions, receive information, interpret and define the CLIENT'S policies with respect to the project and CONSULTANT'S ser- V1ces. . City of Hopkins August 15, 2002 T15.20896 2 08/15/2Q02 09:36 FAX 9528908065 BOLTON & MENK ... Hopkins (CH ) ~ 004/012 . F. The CLIENT shall provide such legal, accounting, independent cost estimating and insurance counseling services as may be required for completion of the consultant services described in this agreement. G. The CLIENT will obtain and pay for any and aU regulatory permits required for the proper and legal execution of the proj ect. H. The CLlENT will hire, when requested by the CONSULTANT, an independent test company to perform laboratory and material testing services, and soil investigation that can be justifIed for the proper design and construction of the project. The CONSUL- T ANT shall assist the CLIENT in selecting a testing company. Payment for testing services shall be made directly to the testing company by the CLIENT and is not part of this Agreement. . . City of Hopkins August 15, 2002 T15.20896 3 -- 08/15/2Q02 09:37 FAX 9528908065 BOLTON & MENK -> HopkIns (CR ) I4J 005/012 . SECTION III - CONlPENSA nON FOR SERVICES A. FEES. 1. The CLIENT will compensate the CONSULTANT in accordance with the following schedule of fees for the time actually spent in performance of Agreement services. Schedule of Fees Principal Engineer/Surveyor. . . . . . . . . . . . . . . . . . . . . . . . , . . . . $lOO-145fHoUf Associate Engineer/Surveyor . . . . . . . . . . . . . . . . . . . . . . , . , , . . . $80-130/Hour Proj ectJDesign Engineer . . . , . . . . . , . , . . . . . . . . . . . , . . . . . . . . , $50-120/Hour Licensed Surveyor . . . . . . . . . . . . . . . . . . - , . . . . . . . . . . . . , . . . , . $70-90fHour Project Surveyor ..............,................. - . . . . . , $50-75/Hour Senior Technician. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $SS-lOO/Hour Technician. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . $40-90fHour Clerical .......,...................................... $30-55/Hour GPS/Robotic Survey Equipment ................... . . . , . . .. $45w55/Hour . 2. Total cost for the services itemized under Section LA (Basic Services) are indicated below. The total sum of items a, b, and e ($72,860) is a not-to-exceed cost for these items. The individual cost for item c is a not-to-exceed cost for that individual item. The cost for item d is an estimated cost based on a 16-week (55hrs/wk observation and 10hrslwk administration) construction period. Fees for item d will be charged based on actual time spent in accordance with the "Schedule of Fees" listed in Section Ill.A 1. a. Topographic Survey $ 15,280.00 b. Final Design, Plans, Specifications, Bidding $ 52,940.00 c. Construction Staking $ 15,800.00 d. Construction Observation and Administration $ 76,000.00 e. As-Built Drawings $ 4,640.00 Total Estimated Fees $164,660.00 . City of Hopkins August 15, 2002 T15.20896 4 08/15/2002 09:37 FAX 9528908065 BOLTON & MENK ... Hopkins (CH ) 141 006/012 . 3. In addition to the foregoing, CONSULTANT shall be reimbursed at cost plus an overhead fee (not-to-exceed 10%) for the following Direct Expenses when incurred in the perfor- mance of the work. a. Owner approved outside professional and technical services. b. Special reproduction and reprographic charges. c. Expendable field supplies and special field equipment rental. d. Other acceptable costs for additional items and services as may be required by the CLIENT to fulfill the terms of this Agreement. 4. Additional services as outlined in Section lB will vary depending upon project conditions and will be billed on an hourly basis at the rate described in Section In.A.I. B. The payment to the CONSULTANT will be made by the CLlENT upon billing at intervals not more often than monthly at the herein rates. . . City of Hopkins August 15, 2002 Tl520896 5 08/]5/2002 09:37 FAX 9528908065 BOLTON & MENK -'> Hopkins (CH ) @007/012 . SECTION IV - GENERAL A. STANDARD OF CARE Professional services provided under this Agreement will be conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the Consultant's profession currently practicing under similar conditions. No warranty, express or implied, is made. B. CHANGE IN PROJECT SCOPE. In the event the CLIENT changes or is required to change the scope of the project from that described in Section I and/or the applicable addendum, and such changes require Additional Services by the CONSULTANT, the CONSULTANT shall be entitled to additional compensa. tion at the applicable hourly rates. The CONSULTANT shall give notice to the CLIENT of any Additional Services, prior to furnishing such additional seIVices. The CLIENT may request an estimate of addltional cost from the CONSULTANT, and the CONSULTANT shall furnish such, prior to authorizing the changed scope of work. C. INDEN1NIFICA TION. . CONSULTANT shall indemnify, defend, and hold harmless CLIENT and its officials, agents, and employees from any loss, claim, liability, and expense (including reasonable attorneys' fees and expenses of litigation) arising from, or based in the whole, or in any part, on any negligent act or omission by CONSULTANT's employees, agents, or consultants. In no event shall CLIENT be Liable to CONSULTANT for consequential, incidental, indirect, special, or pWlitive damages. CLIENT shall indemnify, defend, and hold harmless CONSlrr,TANTfrom any loss, claim, Liability, and expense (including reasonable attorneys' fees and expenses of litigation) arising from, or based in whole, or in any part, on any negligent act or omission by CLIENT's employ- ees, agents, or consultants. In no event shall CONSULTANT be liable to CLIENT for conse- quential, incidental, indirect, special, or punitive damages. Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either the CLIENT or the CONSULTANT. D. CONSTRUCTION SERVICES. It is agreed that the CONSULTANT and its representatives shall not be responsible for the means, methods, techniques, schedules or procedures of construction selected by the contractor or the safety precautions or programs incident to the work of the contractor. . City of Hopkins August 15, 2002 T15.20896 6 08/15/20.02 09:38 FAX 9528908065 BOLTON & MENK -> Hopkins (ell ) I4J 008/012 . E. INSURANCE. The CONSULTANT agrees to maintain, at the CONSULTANT'S expense, statutory worker's compensation coverage. The CONSULTANT also agrees to maintain such general liability insurance for claims arising for bodily injury, death or property damage which may arise from the negligent performance by the CONSULTANT or its employees of its day-to-day general business activities (such as automobile use) and exclusive of the performance of the professional selVices described in this Agreement. F. REUSE OF DOCUMENTS. All documents including Drawings and Specifications prepared or furnished by CONSULTANT pursuant to this Agreement are instruments of service in respect of the Project and CONSUL- TANT shall retain exclusive ownership and property interest therein whether or not the Project is completed. The CONSULTANT shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights including the copyright. CLIENT may make and retain copies for information and reference in connection with the use and occupancy of the Project by CLIENT and others; however, such documents are not intended or represented to be suitable for reuse by CLIENT or others on extensions of the Project or on any other project. Any . reuse without written verification or adaptation by CONSULTANT for the specific purpose intended will be at CLIENT'S sole risk and without liability or legal exposure to CONSULTANT and CLIENT shall indemnify, defend and hold harmless CONSULTANT from all claims, damages, losses and expenses including attorney's fees arising out of or resulting therefrom. Any such verification or adaptation will eoti tle CONSULTANT to further compensation at rates to be agreed upon by CLIENT and CONSULTANT. G. OPINIONS OR ESTIMATES OF CONSTRUCTION COST. Where provided by the CONSULTANT as part of Exhibit lor otherwise, opinions or estimates of construction cost will generally be based upon public construction cost information. Since the CONSULTANT has no control over the cost of labor, materials, competitive bidding process, weather conditions and other factors affecting the cost of construction, all cost estimates are opinions for general information of the CLIENT and no warranty or guarantee as to the accuracy of construction cost opinions or estimates is made. The CLIENT agrees that costs for project financing shall be based upon actual, competitive bid prices with reasonable contingencies. . City of Hopkins August 15, 2002 Tl5.20896 7 --- -- -- -- --- -- - - 08/15/2Q02 09:38 FAX 9528908065 BOLTON & MENK -> Hopkins (CH ) 141 009/012 . H. PAYMENTS. If CLIENT fails to make any payment due CONSULTANT for services and expenses within thirty days after date of the CONSULTANT'S invoice, a service charge of one and one-half percent (1.5%) per month or the maximum rate permitted by law, whichever is less, will be charged on any unpaid balance. In addition, CONSULTANT may, after giving seven days' written notice to CLIENT, suspend selVices under this Agreement until CONSULTANT has been paid in full all amounts due for services, expenses and charges. 1. TERMINATION. This Agreement may be terminated by either party for any reason or for convenience by either party upon seven (7) days written notice. In the event of termination, the CLIENT shall be obligated to the CONSULTANT for payment of amounts due and owing including payment for services performed or furnished to the date and time of termination, computed in accordance with Section III of this Agreement. 1. CONTINGENT FEE. The CONSULTANT warrants that it has not employed or retained any company or person, other . than a bona fide employee working solely for the CONSULTANT to solicit or secure this Contract, and that it has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage, brokerage fee, gift or any other consideration, contingent upon or resulting from award or making of this Agreement. K. NONRDISCRTh1INATION. The provisions of any applicable law or ordinance relating to civil rights and discrimination shall be considered part of this Agreement as if fully set forth herein. L. CONTROLLING LAW. This Agreement is to be governed by the law of the principal place of business of CONSUL- TANT. M. SURVIVAL All obligations, representations and provisions made in or given in Section IV of this Agreement will survive the completion of all services of the CONSULTANT under this Agreement or the termination of this Agreement for any reason. . City of Hopkins August 15, 2002 Tl5.20896 8 08/15/2Q02 09:39 FAX 9528908065 BOLTON & MENK -7 Hopkins (eH ) 141010/012 . N. SEVERABILITY Any provision or part of the Agreement held to be void or unenforceable under any law or regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONSULTANT, who agree that the Agreement shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. SECTION V - SIGNATURES TillS INSTRUMENT embodies the whole agreement of the parties, there being no promises, terms, conditions or obligation referring to the subject matter other than contained herein. This Agreement may only be amended, supplemented, modified or canceled by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed in their behalf. . CLIENT: Citv of Hook ins CONSULTANT: Bolton & Menk. Inc. Eugene 1. Maxwell, Mayor Mark D. Kasma, BMI Office Manager Steven C. Mielke, City Manager Marcus A. Thomas, Project Manager Date Date . City of Hopldns August 15, 2002 Tl5.20896 9 08/15/2002 09:39 FAX 9528908065 BOLTON & MENK --> Hopkins (eR ) I4J 011/012 . EXHIBIT I 2003 STREET AND UTILITY I1vIPROVEMENTS TOPOGRAPHIC SURVEY, FINAL DESIGN, CONSTRUCTION STAKING, OBSERVATION, & ADMINISTRATION CITY OF HOPKINS, MINNESOTA A. BASIC SERVICES For the purposes of this project, Basic Services to be provided by the CONSULTANT will be accomplished in five tasks and are outline below 1. Topographic Survey A topographic survey will be completed within the right-of-way ofSth Avenue, between 3rd Street South and Trunk Highway 7, and within the right-of-way of 2nd Street North, between Sill and 61h Avenues North. Typical surface features included in the survey include, but are not limited to, existing buildings, streets, curb lines, manholes, water valves, hydrants, utility paint markings, fence lines, trees, etc. Any found survey monumentation(i.e. property comers) will be located in the survey. Right-of-way will be approximated using found . monumentation. Computed boundaries of rights-of-way or adjacent properties are not included in this scope of work. 2. Final Design: Plans. Specifications. Bidding Final design for the 2003 Street and Utility Improvements will completed based on the preliminary design and Feasibility Report. Detailed construction plans will be prepared in Microstation, illustrating plan and profile views of the street reconstruction and utility improvements. Cross sections will be shown for reconstructed streets. Construction limits for mill and overlay areas will be shown in plan drawings. Profiles for reconstructed curb lines will be illustrated. Special Provisions and construction cost estimates will also be prepared. Final plans will be designed to meet MnlDOT State Aid standards for the eligible roadways and will be submitted for review by MnlDOT's State Aid Office. The project will be advertised, bids will be taken, and recommendation will be made to accept or reject bids. Meetings included as a part of the Final Design services include two (2) City staff meetings for design review and one (2) City Council meeting for final plan presentation and assess- ment hearing. 3. Construction Staking Construction staking indicating cuts to the line and grade of the proposed utilities will be performed at intervals of no more than 100 feet. Curb stakes will be set along the recon- structed roadways at intervals of no more than 50 feet. . City of Hopkins August 15, 2002 T15.2U896 10 OS/15/2Q02 09:39 FAX 9528908065 BOLTON & ~mNK -> Hopkins {CH ) @012/012 . 4. Construction Observation and Administration Full time construction observation is proposed for this project. Administration duties include a preconstruction meeting, required project meetings, review of shop drawings and prepara- tion of pay estimates. The projected fee estimate is based upon a 16-week construction schedule. Estimated weekly time spent for observation and administration is 55hrslwk and lOhrs/wk, respectively. 5. As-Built Plans As~built plans detailing the completed improvements as recorded by the CONSULTANT and the CLIENT's contractor will be completed and furnished to the CLIENT in hard copy and electronic Microstation format. B. ADDITIONAL SERVICES Consulting services performed other than those authorized under Section lA. shall be considered not part of the Contract Services and may be authorized by the CLIENT as additional services. Additional Services consist of those services which are not generally considered to be Contract Services; or exceed the requirements of the Contract Services; or are not defmable prior to the commencement of the project; or vary depending on the technique, procedures or schedule of the project contractor. Additional services may consist of the following: . 1. All other services not specificaUy identified in Section A. . City of Hopkins August 15, 2002 T15.20896 11 . CITY OF HOPKINS HENNEPIN COUNTY, MINNESOTA RESOLUTION NO. 2002-74 DECLARING THE OFFICIAL INTENT OF THE CITY OF HOPKINS TO REIMBURSE CERTAIN EXPENDITURES FROM GENERAL OBLIGATION IMPROVEMENT BOND PROCEEDS TO BE ISSUED BY THE CITY OF HOPKINS WHEREAS, the Internal Revenue Service has issued Treas. Reg. #1.150-2 providing that proceeds of tax-exempt bonds used to reimburse prior expenditures shall not be deemed spent unless certain requirements are met; and WHEREAS, the City expects to incur certain expenditures, which may be financed temporarily from sources other than bonds, and reimbursed from the bond proceeds; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCil OF THE CITY OF HOPKINS, MINNESOTA (THE CITY) AS FOllOWS: . 1. The City intends to incur expenditures for the project described in Council Report 2002-136, for City Project 02-10 (the "Project"), and intends to reimburse itself for such expenditures from the bond proceeds to be issued by the City in the maximum I principal amount described in the "project". 2. The City Manager is authorized to designate additions to Project 02-10 in circumstances where time is of the essence, and any such designation shall be reported to the Council at the earliest practicable date and shall be filed with the official books and records of the City. 3. This resolution is intended to constitute a declaration of official intent for the purpose of Treas. Reg. #1.150-2 and any successor law, regulation, ruling or amendment pertaining thereto. Adopted by the City Council of the City of Hopkins, Minnesota, this 20th day of August 2002. By Eugene J. Maxwell, Mayor ATTEST: . Terry Obermaier, City Clerk --- . CITY OF HOPKINS HENNEPIN COUNTY, MINNESOTA RESOLUTION NO. 2002-75 RESOLUTION ORDERING IMPROVEMENT AFTER PUBLIC HEARING 2003 STREET AND UTILITY IMPROVEMENTS CITY PROJECT 02-10 WHEREAS, a resolution of the City Council adopted the ih day of August 2002 fixed a date for a Council Hearing on the proposed improvement of street reconstruction on 5th Avenue from 3rd Street South to Highway 7 and 2nd Street North from 5th Avenue North to 6th Avenue North, including concrete curb and gutter installation and repair, storm sewer repair, sidewalk installation and repair, streetscaping, and all necessary appurtenances, and WHEREAS, the Council deems it appropriate and expedient to make such improvements, and WHEREAS, ten days mailed notice and two weeks published notice of the hearing was given, and the hearing was held thereon the 20th day of August 2002 at . which all persons desiring to be heard were given an opportunity to be heard thereon. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Hopkins, Minnesota: 1. Such improvement is hereby ordered as proposed in the Council resolution adopted the ih day of August 2002, with the assessment of benefiting property for all or a portion of the cost of the street improvements pursuant to Minnesota Statutes Chapter 429 at a revised estImated total cost of $614,549.24. 2. Bolton and Menk, Inc., is hearby designated to prepare plans and specifications for the making of such improvement. Adopted by the City Council of the City of Hopkins this 20th day of August 2002. By Eugene J. Maxwell, Mayor ATTEST: . Terry Obermaier, City Clerk