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3.3. SR 11-22-2004 -r\z,~ ')3.. MEMORANDUM TO: Mayor and City Council FROM: Pat Klaers, City Administrator DATE: November 22,2004 SUBJECT: Westbound Update A number of items are planned to be reviewed and discussed with the City Council regarding Westbound Liquors. These topics include: 1) the lot exchange; 2) the building size; 3) construction management; and 4) project timetable. Lot Exchane-e When the city purchased the middle lot from Mr. Hartman, we also agreed to pay up to $5,000 to help address items identified in the Phase 1 Environmental Assessment. In this regard, the house was removed, and to the best of our knowledge, the septic system was abandoned and the well was capped. Accordingly, we have a "clean" site to return to Mr. Hartman. The October 2004 Phase 1 Site Assessments for Lot 3, Block 1, did not identify anything that concerned the city. The comments in the conclusion and recommendation section include a reference to a drainage ditch, a possible trail, and pad mounted electrical service box. None of these issues create any problems for the city in the construction of a liquor store on Lot 3, Block 1. The last piece of this lot exchange puzzle are the legal documents that need to be executed. This issue is in the hands of City Attorney Peter Beck and the attorney for Mr. Hartman is completing the paperwork for our review in order to finalize this transaction. Buildin~ Size At the Council meeting on November 1,2004, part of the Westbound discussion related to some "extra" space that would be leased out and which the city could grow into at some point in the future. Staff does not believe that this is a cost effective approach if we don't need the space for 5+ years and leasing office space is not a business we care to get into. We also believe the chances of the city needing to expand beyond 10,000 sq. ft. for its liquor store operation is very limited, and, if so, it may likely be more cost effective to simply . , i~ni ,liii '.. >i~ ~ '" I'!' .1. .. i~~~ ~~:~ ':11 .. =i~~ ~~ii II~I '" '. " . ~i ~I~, I'. u .. . .' ~r";10IJ5 ~ ~ :" i r'j"!. '~~'i i~ Ii ~f ~ " l~ ,: 4 L ,.. "', I r ", ,; ;~ ,. , "0 5 '=1 ~ ~~ . ii~ i ~" -. ~~ ;; 'i ,- . " [0 CIiii;o If IJ! " !~ \, \1 ~\ 'I ~\ i r~\ I .~~ " t~ \ i;zs\ ,. i~ ~~ ~ ! '\ I \ \, 4'> './"/ ' \ \ ./'" . \~' I .~.,.. V 0 \ , \ " '.H.lORIOHT"'''^, 'I H '" ."'" 'I~ ;~ ,,: f: I ~ ~ o' !~ ~~ i \ \ \ , " ,,~ "'9 ,< -~~ ~~ 151;: , ~\ .. .., , .. .. . ,,' , o 0.\, ~\ .' --... ~~" ~ , U ; I; 1. ~'" ~ "';-: 1 .~ t !' q~ ~ ! ~i! z < p . . ';'~' ~'!..,. ~.'b. ~- ."'~ >.0.... s~)<>- " ~~~ -:~, '~~ ~ '. ''Z ".11 "~.~. \., ~~ 1 \ ~- , \ ~ < ~ . . t ~ % P ,; .. ~ ~.II .~ ~ ~I i. ~~ ~@ < " ~ \~, ~ i '\ i c' , ::;"'. &;~ 7~' ~; ,'-", , , '. , . ---". ---'::. ! t' "'- - , t ..~ /,,' i ~4l >; " / '! ~~ " n .' ~I , ---- -~2r.....t> ~!i';" ", ..~~~~~ ~~~"'~~ .'. ~ .. .. ~ QQr...."1> ~!i!'"'' , !~~.;-~i , ~ Westbound Update November 22, 2004 expand the building at a future date. Furthermore, beyond "being a landlord" concerns, there are issues about the existing neighborhood commercial zoning and what type of businesses are allowed, and whether these businesses are compatible in the sarue building as the municipal liquor store. A final consideration regarding the size of the building is the fact that a 10,000 sq. ft. building fits very nicely on this triangular shaped corner parcel; whereby a 12,500 sq. ft. building doesn't fit as nicely on the site. The site takes into consideration a mutually shared driveway with the lots to the west, a parking lot that needs to have good circulation when considering delivery trucks and the loading rarup, and the orientation of the building toward the intersection. All in all, after discussing the pros and cons of the situation with Liquor Store Manager Dave Potvin and Finance Director Lori Johnson, we unanimously agree to recommend to the City Council against becoming landlords and building a facility any larger than what meets our immediate needs. Attached for your information is the building schematic, design layout, and building location on the lot as prepared by Tushie Montgomery Architects (TMA). Gary Tushie from TMA and Dave Potvin will be at this meeting to review with the City Council the details of the building plan and layout. Construction Manae-ement When constructing a new facility there are three basic options to consider. One is a construction management (CM) approach, another is a general contractor approach, and a third option is to have city staff provide the construction management services. Regardless of which approach is selected by the City Council, it is a given that Dave Potvin and Building Maintenance Supervisor Gary Lore are going to be on-site frequently during the construction project and attending the contractor meetings. With the construction of Northbound in 1997, the construction management approach was used. There were at least 16 subcontractors to coordinate. The CM work includes the coordination of subs in such areas as plumbing, electrical, concrete work, etc. and ensuring that the work is completed according to specifications. I believe this project went very smoothly because of the construction management approach. I also believe that the construction of a liquor store is not so easy of a project that non-professionals in construction can manage the project. For the above reasons, plus the fact that Dave Potvin and Gary Lore already have full-time jobs, I would strongly recommend against the.option of having the city function as the construction manager for Westbound. By far the best two options for the city to consider with the construction of Westbound are using the professional CM approach or the general contractor approach. An example of the general contractor approach is the 1993 City Hall construction project; whereby the city sel.ected Borson Construction as the general contractor for the project. In this regard, Borson took the plans and specifications and obtained bids from subcontractors s: \ Council\Pat\2004 \ Westbound112204.doc ,-(; ~\) ( ); Elli Thomas Hartman 18675 Macon St. NW Elk River, MN 55330 March 20, 1997 Dear Tom, I am sending you a copy of the Phase One Environmental Site Assessment prepared for the city by Liesch. Page 11 of the document gives specific issues that must be dealt with when you remove the well and buildings from your property. The city pays $5,000 ofthe expenses, but let me know if we can be of further assistance in accomplishing these tasks. Sincerely, Stephen Rohlf Building and Zonin Administrator 13065 Orono Parkway' P.O. Box 490' Elk River,"MN 55330' (612) 441-7420 . Fax; (612) 441-7425 Westbound Update November 22,2004 to do the work. Borson then compiled this information in order to submit a bid to the city for the entire project. One of the benefits of the general contractor approach is that the company can select subs they are comfortable with and which they think can work together. On the other hand, one of the negatives to the general contractor approach is that I think it is more expensive. For example, with the 1993 City Hall project, I believe that Borson marked up the bids of the subcontractors (so that they could make a profit and cover contingencies) when they submit their overall proposal. This is the normal business practice in the construction industry. Also, I think that the general contractor approach is more expensive because we are not dealing with the low subcontractor bid in all cases. Finally, with the general contractor approach we are sometimes at odds with the project manager on- site as their goal is to keep expenses down and their profits up. In this regard it is not always easy to have the general contractor get the subs to do what is necessary in order to have a good quality final end product. With the construction management approach the city hires a CM firm and then goes out for bids for each individual component of the project. The city gets the lowest possible price for the project by selecting the low bid for each component. On the negative side of the issue is the fact that sometimes it is difficult to get these low bidders to work together if they do not have any previous working relationships. Overall, I believe that the construction management approach is cheaper than the general contractor approach. The expenses for the on-site project manager, the on-site trailer, and other reimbursables are identical with the construction management or general management approach. The fee for the CM approach is less than what I think the markup is on the subcontractors with the general management approach. (In this case the proposed fee from Greystone is four percent.) Finally, and probably the most important benefit with the CM approach, is that the project manager on-site is the city representative. This project manager is on-site all day, every day. The construction manager fights for the city and does everything in their power to make sure that the subcontractors are doing everything right and to the city's satisfaction. The easiest construction project we have had as a city was the Northbound project with using the construction management approach. The Public Safety-Utilities-City Hall project was very complex and difficult, but I believe we also got the best possible end product and price for the project by using the construction management approach. Timetable Staff is working with TMA on the construction timetable. Gary Tushie would like to move forward as quickly as practical so that we can be out for bids for the project in February. This is the best bidding month for new building construction. In this regard, as soon as possible in the spring, the project would break ground and approximately eight months later the building would be open for business. It is likely that we will be going through some city approvals (i.e. CUP) while at the same time having the project out for bids. This should not be a problem as the CUP deals mostly with site issues and the bids deal mostly with the building construction. $: \Counci1\Pat\2004 \ Westbounu112204.doc . . . . . . . . . . . . . . . . . 6.6 Wetland Map Review Liesch reviewed the U.S. Department of Interior National Wetlands Inventory Map (NWI) for the vicinity of the Property to ascertain the existence of documented wetlands on the Property. No federally documented wetlands were shown to exist on the Property as depicted on the NWI. 7.0 CONCLUSIONS AND RECOMMENDATIONS Work performed for this Phase One ESA included review of state, county, and municipal information on the Property; walk-over survey of the Property; and review of historical data. This Phase One ESA of the Property was conducted in general conformance with the scope and limitations of the ASTM Standard Practice E-1527. This assessment has revealed no evidence of recognized environmental conditions in connection with the Property. The following is a summary of items of environmental significance noted for the Property which may require existing or future environmental evaluation/compliance activities. . A drinking water well reportedly exist on the Property. Wells are of interest because they provide potential pathways for contaminant migration to the subsurface from sources located above or below the ground. If any of the wells are not being used in the future, it is recommended that the they be abandoned by a licensed contractor, according to MDH codes. . A septic system reportedly exists on the Property. Septic systems are a potential concern as they are a direct pathway for contaminants to reach the subsurface soil and groundwater. If not in use, the septic system should be properly abandoned. . Fluorescent lamps were noted in the house and thermostats may also be present on the Property. These lamps contain small amounts of mercury, lead and sometimes cadmium, heavy metals which may be toxic in small amounts. Federal regulations prohibit the disposal of these lamps in landfills. Spent fluorescent lamps and thermostats that contain hazardous waste must be managed as hazardous wastes. . One fluorescent light fixture was observed in the house. The associated ballast may contain PCBs. Unless ballasts are determined to be non-PCB items based on labeling or chemical analysis, they should be treated as PCB containing items. Ballasts may continue to be used without restriction unless fluid leakage or damage occurs. When ~''''''' / Junuary 1997 ,,,,/ ~-_......~~~~"..... B.A. LIESCH ASSOCIATES, INC. Hydrogeologists . Engineers -Environmental Scientists . Page 11 . Westbound Update November 22, 2004 I would like to acknowledge that TMA will be taking Westbound to the next level- preparing construction documents in order to go out for bids - once staff signs off on the final layout and design. I would also like to acknowledge that Terry Maurer will be moving forward with the grading and utilities layout and plans for Westbound. Recommendation I recommend that the City Council approve the lot exchange and the hiring of Greystone as the construction manager for Westbound per the attached proposal. $: \ Council\Pat\2004 \ Westbound112204.doc I I I I I I I I I I I . . . . . I I removed for replacement, disposal due to remodeling, or building demolition, PCB- containing ballasts should be properly handled, transported, and disposed of in accordance with PCB regulations. Transport of PCB items should be conducted by a licensed hazardous waste transporter and delivered to a licensed hazardous waste disposal facility permitted to receive PCB items. . Regulated ozone depleting substances were noted in one refrigerator in the house. Prior to disposal equipment containing ozone depleting chemicals should be drained by a licensed contractor. . An asbestos-containing materials (ACM) survey was not conducted for the Property. Based on the age of the structure, ACM may exist on the Property. If not demolished by the current landowner, potential ACM may require special handling and disposal by the developer or contractor. Potential ACM include linoleum and associated backing, fabric sheath on wiring, plaster, paint, insulation and wall board. If the building structures are to be is remodeled or repaired, federal and state laws require the removal of all regulated ACM, which would be affected by the activities, prior to beginning work. The regulated ACM must be removed or repaired following all applicable ACM removal and disposal regulations. In addition, current OSHA regulations require that all ACM must be maintained in good condition. Also, Liesch recommends preparation of an operations and maintenance plan to properly manage existing ACM, if present. . Historical review and interviews indicate the Property was formerly a farmstead. Because farming activity on the Property reportedly dates back at least eighty years, former storage tanks, wells, septic systems and dumps may have existed on the Property. Agricultural chemical use may also have occurred on the Property during years it was under cultivation. Past farming practices and chemical use are unknown. As such, no indications of environmental impairment were documented during contacts with past occupants, current owners, or environmental regulatory agencies. . The well, septic system and 500 gallon fuel oil tank require disclosure on real estate transactions. If the well is not abandoned, the well should be tested for nitrates and coliform bacteria prior to sale. maw:SA/62050/rpt0197. wp January 1997 B.A. LIESCH ASSOCIATES, INC. Hydrogeologists . Engineers - Environmental Scientists . Page 12 . . ~ I I I I I I I I I I I I I I I I I I PHASE ONE ENVIRONMENTAL SITE ASSESSMENT LOT THREE, BLOCK ONE, FOX HAVEN COMMERCIAL SUBDIVISION ELK RIVER, MINNESOTA Prepared for: CITY OF ELK RIVER October 2004 Prepared by: - Liesch Companies LIi:~CH Minneapolis, MN . Madison, WI . Scottsdale, AZ ~ ~ ~ II ~ ~ II II ~ II ~ II II II ~ ~ ~ ~ .. PHASE ONE ENVIRONMENTAL SITE ASSESSMENT LOT 3, BLOCK 1, FOX HAVEN COMMERCIAL ADDITION ELK RIVER, MINNESOTA 55330 Prepared For: THE CITY OF ELK RIVER 13065 ORONO PARKWAY ELK RIVER, MINNESOTA 55330 Prepared By: LIESCH ASSOCIATES, INC. 13400 15TH A VENUE NORTH PLYMOUTH, MINNESOTA 55441 (763) 489-3100 OCTOBER 21, .2004 PROJECT NUMBER 6200827.00 This report was prepared by me or under my direct supervision. ,--- , . , ~ . II II II II ~ , ~ . . I . . II II TABLE OF CONTENTS PAGE 1.0 INTRODUCTION ...................................... .................................. ................. ......... .................................... 1 2.0 SCOPE OF WORK................................................................................................................................... 1 3.0 PHYSICAL SETTING.. ..' ............................ .............................. ................. ............................... ......... ...... 2 3.1 TOPOGRAPHy....... ........... ............................. .................................... ............................................................ 2 3.2 GEOLOGY AND HYDROGEOLOGY.. ......... ................................................................................................3 4.0 REGULATORY REVIEW ..................................................................................................................... 3 4.2 COUNTY RESPONSE...................... ....................................................................................... .............. ......... 7 4.3 CITY RESPONSE.......................................... .................... .............................. ........... .................... ................ 8 5.0 WALK-OVER SURVEY ........................................................................................................................ 8 5 .1 INTERVIEW.... ........... .... ...... ...................... ........... .... ............................. ............... .................. ........................ 9 6.0 HISTORICAL RESEARCH..................................................................................................................10 6.1 AERJAL PHOTOGRAPH REVIEW ..............................................................................................................10 6.2 TOPOGRAPHIC MAP REVIEW .................................................................... ............................................. 10 6.3 CITY STREET DIRECTORIES ....................................................................................................................1 I 6.4 SANBORN FIRE INSURANCE MAPS ....................................................................................................... I I 6.5 MGS WELL LOG REVIEw....................................................................................................................11 6.6 WETLAND MAp REVIEW................ ........... ................ ....... ............. .............. ............................................ 12 7.0 CONCLUSIONS AND RECOMMENDATIONS.......................................................................12 APPENDICES Appendix A Figure 1 - Property Location Figure 2 - Property Survey EDR Inc. File Search Walk-Over Survey Form Selected Photographs Aerial Photographs MGS Well Logs Appendix B Appendix C Appendix D Appendix E Appendix F . . . . . . . II III II . , . . I I . . I 6.6 WETLAND MAP REVIEW Liesch reviewed the EDR report which compiles information ITom the U.S. Department of Interior National Wetlands Inventory Map (NWI) for the vicinity of the Property, to ascertain the existence of documented wetlands on the Property. No federally documented wetlands were shown to exist on the Property as depicted on the NWI. A portion of the property, however, appears to lie within the 500 year flood zone. 7.0 CONCLUSIONS AND RECOMMENDATIONS Work performed for this Phase One ESA included review of state, county, and municipal information on the Property; walk-over survey of the Property; and review of historical data. This Phase One ESA of Lot 3 Block 1 Fox Haven Commercial Subdivision, Elk River, Minnesota, (the Property) was conducted in conformance with the scope and limitations of the ASTM Standard Practice E-1527-00. This assessment has revealed no evidence of recognized environmental conditions in connection with the Property. The following is a summary of items of environmental significance noted for the Property which may require existing or future environmental evaluation/compliance activities. . The drainage ditch and an apparent trail system exist adjacent to and possibly on a portion of the Property. . A pad mounted electrical service box exists on the north side of the Property. 8.0 QUALIFICATIONS The qualifications of the author of this ESA are included in Appendix G. W:\sa\6200827\Phase One ESA.doc October 2004 LIESCH ASSOClA TES. INC Hydrogeologists . Engineers. Environmental Scientists .Page 12. LAND DEVELOPMENT REGULATIONS ~ 30-1025 (3) Nonprofit clubs, lodges, or halls. (4) Licensed day care facilities. (5) Institutional uses. (6) Equipment rental businesses. (7) Commercial recreational facilities. (8) Auto repair shops. (9) Shopping centers. (10) On-sale liquor establishments. (11) Governmental buildings and facilities. (12) Veterinary clinics. (13) Carwashes. (14) Class II restaurants. (15) Motor vehicle service stations. (16) Motor vehicle specialty shops. (17) Sauna establishments. (18) Lumberyards. (19) Pawnshops (250-foot setback from any residential zone and 500-foot setback from schools, parks, day care centers, churches and other pawnshops, measured from the property line). (20) Hotels and motels. (21) Restaurants (class 1). (22) Development of property within 50 feet of the wild and scenic river district. (23) Ministorage, provided that the use is on unplatted land outside the urban service district. (e) Architectural standards. No proVIsIOn of section 30-938 except subsection 30-938(2) per- taining to building finish and subsection 30- 938(3) pertaining to roofs applies to this district. (Code 1982, ~ 900.12(12); Ord. No. 02-04, ~ 2, 4-15-2002) Sec. 30-1025. C-4 district. (a) Purpose. The purpose of the C-4 district is to provide land use opportunities to attract con- venience retail stores and personal service estab- lishments. It is intended that this district prima- rily serve surrounding residential neighborhoods and businesses within the immediate area. Neigh- borhood commercial districts shall be located ad- jacent to collector or arterial streets so that traffic does not impact local streets. In order for devel- opment to occur within this district, public sani- tary sewers, storm sewers, and municipal water must be available and hooked up in order to occupy the particular business. (b) Permitted uses. Permitted uses in the C-4 district are as follows: (1) Convenience retail sales of goods and ser- vices. (2) Dry cleaning and laundry establishments. (3) Personal service and repair establish- ments, such as barbershops and beauty shops I shoe repair, etc. (4) Printing shops and publishing shops. (c) Accessory uses. Accessory uses in the C-4 district are as follows: (1) Uses customarily incidental to the permit- ted or conditional uses allowed in this district. (2) Off-street parking areas. (3) Temporary signs as permitted in section 30-851 et seq. (4) Permanent signs. Notwithstanding the pro- visions of subdivision II of division 5 of this article, the following requirements shall be met in the C-4 district: a. Materials and design. All signs within a neighborhood commercial develop- ment must consist of materials and a design which complements the archi- tectural elements of the principal building and character ofthe project. b. Setback. All freestanding signs shall have a minimum ten-foot setback from all property lines. c. Permit. Prior to installing any signs, a sign permit must be obtained from the planning department. d. Freestanding signs. All freestanding signage shall consist of a monument style sign. The maximum height shall CD30: 131 ! 30-1025 ELK RIVER CODE be ten feet along collector streets, and the maximum height shall be 20 feet along arterial streets, with a maximum area of 100 square feet. e. Wall signs for individual buildings. Wall signage for each freestanding building shall consist of individual letters and shall not have more than one wall sign for each principal build- ing. The gross surface area of a wall sign shall not exceed ten percent of the area of a building wall, including doors and windows, to which the sign is to be affixed. f. Wall signs for multitenant buildings. Fascia signs for individual retail ten- ants shall be for store identity only. Capital letters shall be no larger than 36 inches high, and lower case letters shall be no larger than 24 inches high. Signs may be located on the building in a symmetrical man- ner, but in no case shall they extend closer than two feet to the projected lease line. (d) Conditional uses. Conditional uses in the C-4 district are as follows: (1) Retail sale of gasoline. (2) Carwash facilities. (3) Day care centers. (4) Educational/institutional uses. (5) Off-sale liquor stores. (6) Class I and class II restaurants. (7) Financial institutions. (8) Mortuaries and funeral homes. (e) Architectural standards. Major exterior sur- faces of all walls in the C-4 district shall be face brick, stone, glass, stucco, architecturally treated concrete, or decorative block, or an approved equivalent material as approved by the director of planning. (Code 1982, ~ 900.12(13)) Sees. 30-1026-30-1040. Reserved. Subdivision II. Dimensional Regulations Sec. 30-1041. Principal structures. Principal structures shall comply with the following dimensional regulations: Building Setbacks Minimum Lot Require- ments Front (feet! Side (feet! C-l: Sewered C-2: Sewered C-3' No limit 15 25 15 30 No limit 1 acre 100' width 1 acre 150' width 25 20 C_41 Garage Side (feet! Rear (feet) Maximum Maximum Lot Cover- Height age (feet! 100% 45 50% 40 40% 45 35% 30 No limit 40 40 20 1 Must hook up to city sewer and water if within the city sewer district. (Code 1982, ~ 900.18(1)) CD30:132 ...-.,--- '\, <l- e e "" . 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";"'_ '.' ~."'".. ~ Dear Mr. Klears: ' .. ~ "'- We wish to revise our proposal for construction management services submitted to Tushie Montgomery &: Associates on October 6, 2004- The construction m'In'1gement fee listed on page 5 of the proposal was 596. The fee should be cha11ged to 496. Please eaJ] me with any questions. Si:ncI!rely, G~Y:Sl'ONE CONSTRUCTION COMPANY I!~IP~ Kevin W. O'Brien President KWO/dq 500 S. MarsebaJI Road, Suite 300 Shakopee, MN 55379 www.greystoneconstrud:ion.com Equal ~portunily Employer/Contractor Phone: (952) 496-=7 F!IX: (952) 445"'4191 . .. I I I . . . . . . . . . . . . . . . I I I I I I I I I I I ~ ~ PROPOSAL ~ z < ~ ~ o u z o 1-4 ~ U ~ ~ ~ r:Jj z o u Elk River Municipal Liquor Store Elk River, MN Proposal Letter Construction Budget Fees and Reimbursable Expense Company Profile Resumes Project Lists Project Photos 500 S. 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We have accomplished this with prior liquor store projects. Greystone has a long track record of successful Construction Management projects and a good working relationship with Tushie Montgomery & Associates. Greystone will work closely with the owner and architect during the design phase. We will prepare a construction estimate during the schematic design phase. Greystone will provide value engineering during the schematic design phase and construction document phase as required to maintain the construction budget. Greystone will develop the construction schedule to minimize owner disruption and provide for an efficient construction process. We look forward to working with you to complete this project. Please call either Kevin O'Brien or Steve Chuba with any questions. Sincerely, GREYSTONE CONSTRUCTION COMPANY j(~o~ Kevin W. O'Brien President GREYSTONECON~UCTIONCOMPANY ELK RIvER LIQUOR STORE 3 I . . I . I . I I . I I I J . J Elk River Municipal Liquor Store Elk River, MN October 6, 2004 Construction Budget Breakdown Descriution Building construction: Direct Costs Coolers (20 doors @ $2800.00 / door) Display shelving Point of Sale fixtures General Conditions Sub-Total: Signage Allowance: Sub-Total Construction Costs: Construction Management Fee: 5% (.05 x $1,511,000.00) Ii Total Construction Costs: I) I .. .. .. .. .. .. .. I I I I I I Amount $1,223,905.00 $56,000.00 $75,000.00 $45,000.00 $86.oQ<=;.00 $1,486,000.00 $2<=;.000.00 $1,511,000.00 $7<=;,<=;<=;0.00 $1,586,550.00 Note: Budget does not include security system, computers / check-out equipment, basement or conveyors / elevators. Design fees and contingency are not included GREY~NECONSTRUCTIONCOMPANY ELK RIvER LIQUOR STORE 4 . . . . . . . . . . . I I I I I I I I I I I I: II I: II I I , " l1! J Elk River Municipal Liquor Store Elk River, MN October 6, 2004 General Conditions / Reimbursables Schedule of Values / CM Fee Description Project Superintendent Project Manager Project Office Project Telephone Mobilization Safety Requirements Dumpsters General/Final Clean-up Project Vehicles Misc. Supplies Gas & Oil Project Photos Drawing Reproduction Shipping, Freight & Postage Portable Toilet 5 Months @$100 / mo. 800 Man hours @ $68.001 hr. 100 Man hours @ $80.00/ hr. 5 Months @ $550.00/ mo. 12 Each @$375.00 / ea. 5 Vehicle months @$400 / mo. Total General Conditions / Reimbursables: Construction Management Fee: 5 % of Construction Costs ($1,511,000.00) GREYSTONE CoNSTRUCTION COMPANY ELK RIvER LIQUOR STORE 5 Amount $54,400.00 $8,000.00 $2,750.00 $1,000.00 $1,000.00 $625.00 $4,500.00 $5,000.00 $2,000.00 $1,000.00 $1,000.00 $150.00 $2,000.00 $250.00 $<;00.00 $84,175.00 $75,550.00 . . . . . . . . . . . I I I I I' I I I II. I II I I I I II IJ II. II g II Company Profile Since 1986, Greystone Construction Company has been providing construction services in Minnesota, eastern South Dakota and western Wisconsin. Projects have also been completed in Colorado, Illinois, Kentucky, Michigan and Montana. Greystone is based in Shakopee, Minnesota. A sales office also maintained in Lindstrom, Minnesota. Greystone's professional staff consists of Project Managers, Project Engineers, Estimators, Sales and Administrative staff. Greystone's field personnel consist of experienced Superintendents and Skilled Craftsmen, including Carpenters, Cement Finishers, Block Layers and Laborers. The construction markets we serve include: Manufacturing/ Industrial · Food Processing · Industrial Plants · Light Manufacturing · Salt Storage · Warehousing · Waste Processing Commercial · Aircraft Hangars . Banks · Office/ Professional Building · Retail Space · Warehousing Institutional Projects · Churches · City Halls · Community Centers · Fire Stations · Ice Arenas · Recreational Facilities . Schools Agricultural · Commodity Storage · Livestock Confinement · Riding Arenas Greystone provides a wide range of construction services including, but not limited to: · Design / Build Services · General Construction (Turnkey Projects) · Construction Management Services We also provide other services including: · Project Planning and Budgeting · Remodeling and Renovation · Pre-Engineered Metal Buildings · Metal Standing Seam Roofs · Cover-All Buildings · Concrete and Masonry Work Greystone is dedicated to providing excellence in construction through trammg. Greystone contributes .15 for every hour worked in the field to the Construction Education Foundation. This money is used to develop curriculum and provide training at all levels of the company. Greystone has an excellent safety record resulting in low workers compensation premiums. This is cost effective for our clients as well, in that savings realized in reduced premiums are passed on to our clients. GREYSTONE CONSTRUCTION COMPANY ELK RIvER LIQUOR STORE 6 I I I I I I I I I I I I I I I I I I I I I 10 Greystone has received national recognition from the Associated Builders and Contractors as an Accredited Quality Contractor for its commitment to safety, training, employee benefits and community relations. Construction Management Greystone offers professional construction management and value-engineering services. We participate as a team member together with the owner and design professionals to develop a construction budget during the critical planning and design/ development phase of the project. This team approach provides the owner with information required to make project decisions. Up front construction costs can be weighed against long term operating costs. Design options can be considered with accurate pricing information available. Greystone develops and maintains a project schedule, which is incorporated in all aspects of the project such as: * Design time requirements * Owners critical needs * Procurement lead times * Construction sequencing I Other construction management services provided by Greystone include: * Solicitation and qualify contractors, vendors and suppliers * Administration of contracts, design changes, construction change orders * Review and approval of monthly draw requests * Coordination and documentation of soil testing, surveying, environmental assessment surveys, building permit application, etc. * Professional project management team including project manager, project superintendent and other management professional as required per project * Project closeout services including punch list coordination, lien waivers, payroll deduction verifications, warranty documentation, as-built drawing coordination, retention payments, etc. * Project general conditions as determined necessary including, site office trailer, office equipment, temporary facilities, etc. * Project safety policies, observation and enforcement Our experience in performing construction work makes Greystone a better construction manager. We are not simply a contract administrator. We understand construction techniques, costs, sequencing, scheduling, labor issues, subcontractor coordination issues, etc. Member of the Minnesota Construction Management Association GREYSTONE CONSTRUCTION COMPANY ELK RIvER LIQUOR STORE 7 I I I I I I I I I I I I I I I I I I I I I I I. I I I I I I I I I Steve Chuba Proiect Manae:er / Estimator / Safety Director Responsibilities: Project Management, Estimating, Sales, and Safety Programs Education: B.S. Degree Construction Management, Mankato State University, Mankato, Minnesota. Experience: Twenty six years commercial industrial, bridges underground utility, earthwork and residential construction in various positions including project manager, estimator, safety director, superintendent, field engineer and office manager with experience in design / build, negotiated, construction management, private and public construction projects excelling in project coordination and management from conception through close-out. Major Projects: !!!O $22,000,000 !!!O $15,700,000 !!!O $11,500,000 !!!O $7,500,000 !!!O $3,100,000 !!!O $3,000,000 !!!O $1,800,000 !!!O $1,800,000 g $1,300,000 !!!O $1,300,000 "" $1,200,000 ... $1,000,000 !!!O $850,000 !!!O $830,000 Ie $600,000 Client Reference: Don Roberts Judy Huntosh Todd Strand Wayne Johnson Steve Grinnell Architect Reference: Jack Werner Gary Tushie David Linner, AlA Graeme Mahler Lake Place Tunnel, Duluth, MN MESABA Avenue Bridge, Largest Post-Tensioned Bridge in MN, Duluth, MN Mora, MN International Falls, MN Big Lake, MN Blaine, MN Shakopee, MN Oakdale, MN Monticello, MN Lino Lakes, MN Shakopee,MN Edina, MN Forest Lake, MN Brooklyn Park, MN Blaine, MN Composting Facility, Bark Handling Facility, Cargill Kitchens Food Processing Plant, Fogerty Ice Arena, Kohlrusch Office Building, Versa-Lok Corporate Headquarters, Sunny Fresh Foods Additions, Nol-Tec Systems Office/Shop, Shakopee Valley Printing, Edina Liquor Store, Flyaways Gymnastics Center, Patio Town, Northtown Transit Hub, Sunny Fresh Foods Flyaways Gymnastics Versa-Lok Nol-Tec Systems Cargill Kitchens AMEC Engineering Tushie-Montgomery & Associates David Linner Architects MaWer & Associates GREYSTONE CONSTRUCTION COMPANY ELK RIvER LIQUOR STORE 8 Monticello, MN Forest Lake, MN Oakdale, MN Lino Lakes, MN Big Lake, MN Minneapolis, MN Minneapolis, MN Bloomington, MN St. Cloud, MN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ken Bryant Proiect Suuerintendent Responsibilities: Project management, project supervision, project scheduling, coordination of subcontractors, job safety, maintain construction documents and project quality control. Education: 2 years Trade School Architectural Drafting & Construction Technology, National Masonry Committee, Structural Masonry, MN Dot, Concrete, Grading & Base, Bridge Construction, FACE Company - Flat & super flat floor construction Experience: Fifteen years inspection and testing on soils, concrete, asphalt, structural steel, masonry, deep foundations systems. Ten years commercial, industrial, retail and municipal construction supervision Associations: National Institute for Certification in Engineering Technicians (NICET) -Level 3 in soils, concrete & asphalt MN DOT - Certified for inspection of Grading & Base, Bridge Construction, Field & Batch Plant Concrete Masonry Industry Quality Control Committee - Special inspections for structural masonry Major Projects: !!t South Bridge Crossings Office Building !!t Carver County Dispatch and 911 Center . Carver County Public Works Facility !!t Clean Sweep, Inc. . Ditch Witch . Edina Liquor Store (ABC Award of Merit Winner) . Northbound Liquor Store ... Northstar Auto Auction !!t Shakopee Senior High Addition and Remodel !!t Voyager Bank Building Client Reference: David Hemse Mike Wold Pat Klaers Shakopee, MN Chaska, MN Cologne, MN Shakopee, MN Shakopee, MN Edina MN Elk River, MN Shakopee, MN Shakopee, MN Shakopee, MN Carver County City of Edina City of Elk River John McBroom Shakopee School District Brett Stanley North Star Auto Auction Architect Reference: Jeff Wrede Ted McCloed David Linner Ellen Olson Ron Schafer Tushie - Montgomery and Associates Architectural Alliance Linner and Associates Architectural Alliance Braun Intertec GREYSTONE CONSTRUCITON COMPANY ELK RIvER LIQUOR STORE 9 I I I I I I I I I I I I I I I I I I I I I I I I I I I Jim Zeck Proiect Suuerintendent Responsibilities: Project management, project supervision, project scheduling, coordination of subcontractors, job safety, maintain construction documents and project quality control. Education: Anoka High School, Hennepin Technical College - Carpentry, 45 credits in Construction Management. Experience: 27 Years commercial construction, beginning as a Laborer, Carpenter, Carpenter Forman, Construction Forman to a Project Superintendent Associations I Licenses I Awards: Maple Grove Soccer Coach, Maple Grove, Minnesota Maple Grove Softball Coach, Maple Grove, Minnesota License Certification through ABC Certified Instructor through ABCI The Contren Learning Series Major Projects: !!It Burton Insurance !!It Can Am Rec !!It Cargill Kitchens !!It American Goodyear !!It J. L. White !!It Maple Grove Lions Pavilion !!It Oil Fields - Joint venture project !!It Patio Town !!It Rahr Malting !!It Shakopee Mini Storage !!It Sunny Fresh Foods !!It Versa-Lok Corporate Headquarters, Client Reference: Bob Sebastian Don Roberts Todd Strand Dan Haugen Jordan, MN Shakopee, MN Big Lake, MN Rogers, MN Burnsville, MN Maple Grove, MN Siberia, Russia Brooklyn Park, MN Shakopee, MN Shakopee, MN Monticello, MN Oakdale, MN American Goodyear Sunny Fresh Foods Versa-Lok Corporation Haugen Lumber Company Rogers, MN Monticello, MN Oakdale, MN Hanover, MN Architect Reference: Jack Werner Gary Tushie David Linner Simons Engineering Tushie-Montgomery Associates David Linner Architects MinneapoJis, MN Richfield, MN MinneapoJis, MN GREYSTONE CONSTRUCITON COMPANY ELK RIvER LIQUOR STORE 10 I I I I I I I I I I I I I I Proiect Suoerintendent Jim Swanberg Responsibilities: Project management, project supervision, project scheduling, coordination of subcontractors, job safety, maintain construction documents and project quality control. Education: Experience: Commercial construction, beginning as a Laborer, Carpenter, Carpenter Forman, Construction Forman to a Project Superintendent Years with Greystone Construction Company: 5 years Associations: Major Projects: !!t Flyaways Gymnastics Center '" Fogerty Arena 2nd Sheet !!t Harley Davidson !!t Lindstrom Municipal Liquor !!t Minneapolis Edison Ice Arena !!t Minnesota Tile Sketchbook !!t Monticello Liquor Store !!t Nol-Tec Office/ Manufacturing !!t Northern Forest Products !!t Northtown Transit Hub !!t Robins Center Liquors !!t Shakopee Valley Printing !!t Sunny Fresh Client Reference: Don Roberts Judy Huntosh Todd Strand Wayne Johnson Forest Lake, MN Blaine, MN Rice Lake, WI Lindstrom, MN Minneapolis, MN Woodbury, MN Monticello, MN Lino Lakes, MN Centerville, MN Blaine, MN Robbinsdale, MN Shakopee, MN Monticello, MN Sunny Fresh Foods Flyaways Gymnastics Versa-Lok Nol-Tec Systems Monticello, MN Forest Lake, MN Oakdale, MN Lino Lakes, MN Architect Reference: David Linner Bob Sprengeler Jack Werner David Linner Architects LS Engineers AMEC Engineering Bloomington, MN LeSueur, MN Minneapolis, MN GREYSTONE CONSTRUGrION COMPANY ELK RIvER LIQUOR STORE 11 liquor Store Construction and Remodeling Project Owner Contract Amount Northbound Liquor City of Elk River $1,200,000.00 Elk River, MN Edina Liquor Store Remodel City of Edina $950,000.00 Edina MN Borough Bowl - Off Sale Borough Bowl $366,000.00 Liquor Store Addition Belle Plaine, MN Shenanigans Liquor Store Tax Free Exchange, Inc. $1,000,000.00 Rosemount, MN Plymouth, MN Robinsdale Municipal Liquor City of Robinsdale $290,000.00 Store Remodel Northbound Liquor City of Elk River $1,200,000.00 Elk River, MN The Shops of Lyndale City of Richfield $841,000.00 Richfield, MN Lindstrom Municipal Liquor City of Lindstrom $290,000.00 Lindstrom, MN GREYSTONE CONSTRUCTION COMPANY ELK RIvER LIQUOR STORE 12 I I I I I I I I I I I I I I I I Greystone Construction Co. Teamed With Tushie Montgomery & Associates Projects Edina Liquor Store Remodel Off Sale Liquor Edina MN Shenanigans Liquor Off Sale Liquor Rosemount, MN Robinsdale Municipal Liquor Municipal Liquor Robinsdale, MN Shops of Lyndale Municipal Liquor Richfield, MN Signature Flight Services Aircraft Hangar Minneapolis, MN Shakopee Public Utilities Office Remodel Shakopee, MN Seventh-Day Adventist Church Church & School Minnetonka, MN Mesaba Airlines Facility Aircraft Hangar Cincinnati, Ohio Cargill Aircraft Hangar Aircraft Hangar Minneapolis, MN Duratec Corporation Corporate Office/ Manufacturing Woodbury, MN Patio Town Office Commercial Sales/ Storage Yard Brooklyn Park, MN Versa Lock Office Corporate Office Oakdale, MN Minnesota Tile Sketchbook Showrooms/Warehouse Lakeville, MN GREYSTONE CONSTRUCfION COMPANY ELK RIvER LIQUOR STORE 13 I I I I I I I I I I I I I I I I I I I I I I I I Company City of Edina City of Elk River City of Richfield City of Robbinsdale Minnesota River VaUey Special Education Co- operative School District #720 Shakopee, MN Shakopee Public School District (ISD #720) Shakopee Civic Center Construction Management Projects Publically Funded Project Municipal Liquor Store Remodel Municipal Liquor Store Municipal Liquor Store Municipal Liquor Store $2,500,000 Special Education Facility, Jordan, Minnesota Addition to the Junior High School $22 MilJion multi-school expansion project Recreational, Meeting And Office Facility Size / Features Extensive remodel and 1500 SF addition to the existing 3500 SF municipal liquor store including coolers, new exterior and finishes 13,000 SF Facility, including walk-in cooler, retail, office & storage space and site inlprovements 11,850 SF Facility, including walk-in cooler, retail, office & storage space and site improvements Expansion and remodeling of existing Municipal Liquor store including walk in cooler, retail space, storage area and office space. Construction of a new 30,000 square foot school consisting of classrooms, offices, kitchen facilities and gymnasium. 29,000 SF addition to existing Jr. High School including new 19,000 SF classroom addition and 10,000 SF gymnasium addition and extensive remodeling of existing school. Value Engineering and Pre-bid construction consulting services 68,000 SF, Including ice arena, gym, walking track, and other athletic facilities City of Eagan City of Eagan City of Eagan Edison Ice Arena Shakopee Public Utilities Tartan Ice Arena Daneco Civic Ice Arena Addition To Eagan Civic Ice Arena Cascade Bay Aquatic Park New one sheet Ice Arena Facility Renovation And Re-Roof Existing Building New two sheet Ice Arena facility Solid Waste Composting Facility 30,000 SF Addition of second sheet of ice and locker rooms Locker and team facilities for professional hockey team Outdoor aquatic facility including zero depth entry pool, lap lanes, water slides, lazy river, sand play area, concession building, bathhouses, administration facilities and mechanical building. 33,000 SF Facility, including precast building, long span joist, refrigerated floor, viewing mezzanine, 300 seats 20,000 SF Standing seam roof, remodeled 5,000 SF of office space 69,000 SF Facility, including approximately 800 fixed seats, precast building, air supported structure, refrigerated floors 110,000 SF, $11,500,000.00 project, industrial building with special processing equipment, composting building and maintenance facilities. GREYSTONE CONSTRUCTION COMPANY ELK RIvER LiQUOR STORE 14 I I I I I I I I I I I I I I I I I ---- - _.....,,.'_."'..~,.~"" ~,,_.~..,~.~.- ~." -.._.:,~ rr:::=:". ........<.~..'J...f,.;:;i .11:. "it, ~:'~~II- ~<"--IIIJJ ..,.,~'" ~-'-=..'" . .........."<<...1>. .........,. 'k"' "-' ":"" 1:,' """,.,. ;. -<5~j,~{:':t~_~:_:~:j,;i~1 . ~~~. . ~ '-, Northbound Liquor, Elk River, MN GREYSTONE CONSTRUCTION COMPANY ELK RIvER LIQUOR STORE 15 . . . . . . . . . . I I I I I I I I I I I I I I I I I I I I I - --- - Edina Liquor Store Remodel, Edina, MN .~- " ~ - -'--:,; ~,2'i!';~:'b~~ GREYSTONE CONSTRUCTION COMPANY ELK RIvER LIQUOR STORE 16 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~" (..J;iIf ?i / ._~, "~U""~I j , .....~ ;n.. 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