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06/16/1981 - City Council Regular AGENDA EAGAN CITY COUNCIL t REGULAR MEETING 'c EAGAN, MINNESOTA c CITY HALL JUNE 16, 1981 6:30 P.M. I. 6:30 - ROLL CALL & PLEDGE OF ALLEGIANCE II. 6:33 - ADOPT AGENDA& APPROVAL OF MINUTES p.� III. 6:35 - PUBLIC IMPROVEMENT BOND SALE - MILLER & SCHROEDER IV. 6:45 - DEPARTMENT HEAD BUSINESS Q.2 A. Fire Department e �• C. Park Department Q,2 B. Police Department Z D. Public Works Department V. 6:55 - CONSENT ITEMS Q. 6 A. July Conditional Use Permit Renewals �.6 B. Anthony Lancette for Temp. Comb. Gambling License for Eagan Hockey Boosters for July 3,4,5, 1981 (4th of July Celebration) �.� C. Randy Spring for Temp. 3.2 Malt Liquor License for Cedarvale Lanes for Softball Tournament August 22-23, 1981 (Univac Field) e•'1 D. Eagan Fourth of July Association Contribution e q E. Eagan Fourth of July Association 3.2 Malt Liquor License for July 3-5, 1981 e.q F. Project 335, Receive Feasibility Report/Order Public Hearing (Twin View Manor) CIG. Project 337, Receive Feasibility Report/Order Public Hearing (Univac Utilities) e 9 H. Project 339, Receive Feasibility Report/Order Public Hearing (Brown's Lake Outlet) Q10 I. Project 343, Receive Petition/Order Feasibility Report (Briar Hill 4th Addition) 10 J. Project 344, Receive Petition/Order Feasibility Report (Winkler/ Q Jackson 1st Addition) f.10 K. Contract 219, Authorize Final Payment/Accept Project (Duckwood Drive Grading) L. Review Excavation Permit (M.G. Astleford-35E & Co.Rd. 32) Q,11 M. Change Order #20 Contract 80-15 (Silver Bell & Deerwood Streets) f. 12 N. Contract 80-11, Final Payment/Accept Project (Brittany 2nd & 3rd Utilities) e•12 0. Contract 80-22, Final Payment/Accept Project (Cedar Cliff 3rd Z Addition Utilities) Q 1 P. Contract 80-30, Final Payment/Accept Project (Highview Ave. Streets) Q.13 Q. Contract 237, Final Payment/Accept Project (Thomas Lake Rd. Streets) VI. 7:00 - PUBLIC HEARINGS c1+ A. Project 302 - I-494 Storm Sewer Outlet (continued) 23 B. Project 336 - Tomark First Addition Sanitary Sewer, Water, Storm Sewer & Streets Q•3$ C. Project 332 - Overhill Farm Addition Sanitary Sewer, Water, Storm Sewer & Streets D. I.R. Financing for the Edward H. Mayhew Project in the Amount 1 of $525,000 Eagan City Council *da, June 16, 1981, Page Two VI. PUBLIC HEARINGS (Cont.) 60 E. Assessment Hearings 1. P.#312—Street Imps. to 1st Minnehaha Addition 2. P.#272—Street Imps. to Brittany 3. P.#265—Street Imps. to Lake Park Shores 4. P.#, 255—Street Imps. to Thomas Lake Addition 5. P.#310—Street Imps. to Ches Mar East 1st Addition 6. P.#287—Sanitary Sewer, Water & Storm Sewer Imps. to Eden Add. 7. P.#275—Water Imps. to Slater Rd, James St. , Cliff Rd. Area 8. P.#254—Sanitary Sewer, Water & Storm Sewer to Safari Estates 9. P.#285—Sanitary Sewer & Water Imps. to Silver Bell Rd. Area 10. P.#235—Water Imps. To Part of the NEk of Section 32 11. P.#199—Storm Sewer & Street Imps. to Quarry Ln. & Tower View Dr. 12. P.#233—Street Imps. to Highridge Terrace VII. OLD BUSINESS IT A. Al Harp for a Conditional Use Permit to Allow Outside Storage located on Lot 4, Block 2, Halley's lst Addition, Section 36 '74t B. Richard E. Stuke for a Conditional Use Permit for On—Sale 3.2 Beer License and Amusement Device License Located in Part of the SWC of the NEk of Section 19 (4030 Beau D'Rue Drive) 7 7 C. Douglas R. Witt for Variance in Order to Build a Garage within the 30' Setback Requirements Along a Public Street Located on Lot 4, Burrview Acres (435 Chapel Lane) '741 D. Richard Winkler for Preliminary Plat of Winkler/Jackson Addition, Located in the NWk of Section 31 Og 2 E. Public Works Department Equipment, Receive Bids, Award Contract ` for Road Grader 90 F. Amendment to Sign Ordinance VIII. NEW BUSINESS q3 A. Chas. Olson & Sons for a Conditional Use Permit for Outside Storage Located at 2745 S. Lexington Avenue, Part of the NEk, Section 3 ,e, 100 B. Jerome Cassidy for Transfer of On-Sale Liquor License — Rupert's C. 100 C. Final Plat for Wedgewood Addition IX. ADDITIONAL ITEMS ?.103A. Receive Bids/Award Contract, Contract 80-25 — Wescott Road v. 105-B. Receive Bids/Award Contract, Contract 81-3 — Burr Oak Road Outlet (P.#319) , T.H. 55 Pond Outlet (P.#182R), Yankee Square Shopping Center (P. #318),•& Joyce Addition (P. #327A) X07 C. Building Permit Fee Schedule f.107 D. 1980 Audit Report 10$ E. Contract 80-7, Terminate Contract/Authorize Claim Q f08 F. Contract 80-18, Terminate Contract/Authorize Claim 1 10� G. Contract 81-1, Approve Plans & Specs. (Galaxie Ave Grading & Util. ) ;: 11% H. Stop Sign Request, Donald Ave. 1�3 I. CPA 69KV Transmission Line Alignment Review X. VISITORS TO BE HEARD (For those persons not on the agenda) XI. ADJOURNMENT MEMO TO: HONORABLE MAYOR & CITY COUNCILMEMBERS FROM: CITY ADMINISTRATOR HEDGES DATE: JUNE 12, 1981 SUBJECT: AGENDA INFORMATION MEMO After approval of the June 2, 1981 City Council minutes and of the June 16, 1981 City Coupcil agenda, the following items are in order for consideration: WINNER ' The 1942 Chevrolet fire truck that was purchased from the University of Minnesota and used as the City of Eagan' s first fire fighting vehicle is being restored by members of the Fire Department. The restoration is being made possible through cash donations by various non-profit organizations and the business community. Members of the Fire. Department are donating their time and energy to make the restoration possible. The fire engine will be displayed and used in the Fourth of July Parade and will be available for inspection by the City Council at 6 :15 p.m. just prior to the June 16 , 1981 City Council meeting. Members of the Fire Department who are working on the restoration and members of the City Council will be available for pictures which will help in the publicity of the Fourth of July activities which are two to three weeks away. There is no action required on this item. R Approximately twenty (20) public improvement projects which are under construction require a public improvement bond issue. The projects are divided into five, ten and fifteen year assessments and therefore the bond sale is structured accordingly. The bond issue is estimated at $5,500,000. Due to some bid openings that were taken on Thursday, June 11 , 1981 , the final bond issue amount is being determined by the fiscal consultant. The fiscal consultant, Mr. Ernie Clark of Miller & Schroeder Municipals, Inc. , the Director of Finance and City Administrator have discussed the option of issuing three ( 3) year temporary bonds callable after one and one- half years until a long term bond issue is sold. A temporary bond issue would allow the City to watch the market and sell longer term bonds at a new interest rate, either higher or lower, in the future. This would require two bond sales which are added expenses for both a rating and a fiscal consultant and also places more administrative responsibility on the Finance Department. If the interest rates should be higher in the future than they are presently, then the City would have the responsibility of assuming additional expenses created by the higher interest rate due to Agenda Information Memo June 12 , 1981 Page Two the inability to reassess any of the twenty (20) projects . It is the recommendation of the City Administrator with concurrance of the Director of Finance that the City Council consider issuing long term bonds for the sale. The interest rate could run from 9. 75% to 10% depending on the market. More than likely, a three year temporary bond issue would be less in interest, approximately 9% to 9.25%. The average maturity of the -bonds being issued is currently at 7.141593 years . ' There will be a call feature on Feb. 1 ,1989 for bonds maturing in 1990 through 1998 at 101 and on Feb. 1, 1992 for bonds maturing 1993 through 1998 at par. The sale is scheduled for Wednesday, July 22, 1981 , which would require a special City Council meeting at 5 :00 p.m. to consider a bid award. ACTION TO BE CONSIDERED ON THE MATTER: To authorize Miller and Schroeder Municipals, Inc. , to proceed with a bond sale for Wednes- day, July 22 , 1981 , at 12 :00 noon for an amount to be determined prior to June 16, 1981 . (The amount is estimated at $5,500,000. ) FIRE DEPARTMENT A. Fire Department -- There are no items for consideration by the Fire Department at this time. POLICE DEPARTMENT B. Police Department -- There are no items to be considered for the Police Department at this time. PARK DEPARTMENT C. Park Department -- There are no items to be considered for the Park Department at this time. PUBLIC- WORKS DEPARTMENT D. Public Works Department - Carol Lindo, who resides at 2125 Kings Road, has requested time to appear before the City Council at a regular meeting to address her special assessments relating to streets and utilities for four lots in the Vienna Woods Addition. The final assessment hearings were held in 1980 and there is no action that can be taken by the Special Assessment Committee. The assessments were levied per project costs and agreements as outlined between Mrs. Lindo and the developer, Marvin Bump. The Z Agenda Information Memo June 12, 1981 Page Three City staff has spent considerable time with Mrs. Lindo explaining the special assessments, how they relate to her property and the City Administrator has met with her on her property to further discuss the matter. Mrs. Lindo has requested a few minutes to address the overall issue with the City Council . Mrs. Lindo was originally scheduled to appear on the June 2 , 1981 City Council agenda; however, due to the length of the agenda, she was continued until June 16 and she has requested that there be no further con- tinuance. Mrs. Lindo has been advised of the length of the agenda and will make her comments as brief as possible. There is no action to be taken on this matter. For a copy of a letter that was sent by the City to Mrs. Lindo, which is a letter prepared by the Director of Public Works, please refer to pages + _ through BEA BIOMOUIST THOMAS HEDGES MAYOR CITY ADMINISTRATOR .a ' CITY OF EAGAN EUGENE VAN OVERBEKE THOMAS EGAN CITY CLERK MARK PARRANTO - JAMES A.SMITH 3795 PILOT KNOB ROAD THEODORE WACHTER COUNCIL MEMBERS EAGAN. MINNESOTA ryJ t 55122 r May 4, 1981 PHONE 454-5100 K . MRS CAROL LINDO r 2125 KINGS RQAD EAGAN MN 55122 Re: Special Assessments Relating to Contracts 79-5 and 79-15 (Streets and utilities) Lots 9, 10, 11 and 32, Block 2, Vienna Woods Addition Dear Mrs. Lindo: It has been brought to my attention that you would like additicnal clarification per- taining to the assessments associated with the above-referenced contracts as they were assessed against the above-referenced lots under your ownership. The following is a breakdown of the total assessment responsibility for streets and utilities for the following lots: LEGAL UTILITIES STS TOTAL Lot 9 $4,820.07 $2,701.40 $7,521.47 Lot 10 4,820.07 2,701.40 7,521.47 Lot 11 4,820.07 2,701.40 7,521.47 Lot 32 4,232.34 4,141.50 8,373.84 TOMLS. $18,692.55 $12,245.70 $30,938.25 These assessments will be spread over a 10-year period with 8% interest being accrued on the unpaid balance at the end of each year. As you may recall, the developer of the Vienna Woods Addition agreed to pick up the street assessments associated with Lots 9, 10 and 11 of Block 2. This agreement was dated April 16, 1979 and was executed by Mr. Marvin Burp, a general partner of B & K Properties Co. Mr. Bump has indicated to the City of Eagan that he will, in fact, pay the street assessments associated with Lots 9, 10 and 11, Block 2, Vienna woods Addi- tion which are currently under your ownership. This means that Mr. Bump will be respon- sible for $8,104.20 of your overall total street assessments which will reduce your overall total assessment obligation to $22,834.05. These figures represent the principal only, and do not include any interest that may acoxmlate on any remaining unpaid balance during the progression of the 10-year in- stallra-nt period that the assessment was spread over. Mr. Bump has indicated his concurrence and agreement to paying the $8,104.20 of street assessments associated with your lots. Hopefully, this helps to clarify sane of the questions I understood that you had pertaining to your assessments and their relation- ship to the agreement entered into by the developer of the Vienna Woods Addition. THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY. Mrs. Carol Lindo May 4, 1981 Page two If you have any questions or need additional clarification pertaining to your assessments, please feel free to contact me. Sincerely, Thanas A. Colbert, P.E. Director of Public Works TACJjac cc - Thamas L. Hedges, City Administrator i 0 Agenda Information Memo June 12, 1981 Page Four There are seventeen (17 ) items on the agenda referred to as Consent Items requiring one (1 ) motion by the City Council . If there is any item which the City Council would like to discuss in further detail , that item should be removed from the Consent Item list and placed under Additional Items unless the discussion required is brief. This will allow thb Mayor to proceed with Public Hearings as legally noticed at 7 :00 p.m. JULY CONDITIONAL USE PERMIT RENEWALS A. July Conditional Use Permit Renewals -- Three ( 3) conditional use permit renewals are in order for consideration. 1 . Inver Grove Heights Dispatching Fees at 50¢ per capita for dispatching fire services . The action in renewing this conditional use permit will only grant a renewal for ,six (6 ) months, terminating the conditional use permit for Inver Grove Heights effective December 31 , 1981 . This is a result of the contract that was approved at the 6-2-81 City Council meeting. 2. George Becker for a group type foster home at 3890 Lexing- ton Avenue South. 3. Jerry Thomas for a horse ranch at 4889 Pilot Knob Road. All three conditional use permit renewals are in order for con- sideration. ACTION TO BE CONSIDERED ON THE MATTER: To approve the annual re- newal for George Becker and Jerry Thomas and a six month renewal for the City of Inver Grove Heights for the conditional use purposes as described above. EAGAN HOCKEY- BOOSTER -- GAMBLING LICENSE B. Temporary Combination Gambling License for Eagan Hockey Boosters (July 3-5, 1981) for the Fourth of July Celebration -- A combination license for the Eagan Hockey Boosters , a non-profit organization, was applied for by Anthony Lancette. The combination license is to be used for certain games planned for the. July 4th celebration at Rahn Park. There are 251 prizes totalling $500. The gambling license is to be granted for July 3 , 4 and 5 , 1981 . Mr. Lancette was designated as the gambling manager by the Eagan Hockey Boosters group. ACTION TO BE CONSIDERED ON THE MATTER: To approve the temporary combination gambling license for the Eagan Hockey Boosters . r Agenda Information Memo June 12 , 1981 Page Five TEMPORARY- NON-INTOXICATING LIQUOR LICENSE CEDARVALE- LANES C. Temporary Non-Intoxicating Malt Liquor License for Cedarvale Lanes, Softball Tournament at Univac Field, August 22-23, 1981 -- An application was submitted by Randy Spring, representing Cedar- vale Lanes , to sell non-intoxicating malt liquor at Univac Field on August 22 and 23, 1981 fo'r a softball tournament. The applica- tion is in order for consideration. The application has received a favorable review from the Chief of Police. ACTION TO BE CONSIDERED ON THE MATTER: To approve the non-intoxi- cating malt liquor license for Cedarvale Lanes in the name of Randy Springs for August 22-23 at Univac Field. FOURTH OF' JULY ASSOCIATION CONTRIBUTION D. Eagan Fourth of July Association Contribution -- A letter was received from the Eagan Fourth of July Association requesting a monetary contribution to assist in the Eagan celebration scheduled for July 3, 4 and 5. A copy of the letter is enclosed on page - A $500 contribution was budgeted under Miscellaneous , Mayor and- -Council , for 1981. A $500 contribution was given to the Eagan Fourth of July Association in 1980. ACTION TO BE CONSIDERED ON THE MATTER: To approve a budgeted annual contribution of $500 to the Eagan Fourth of July Association. I EAGAN 4th of JULY ASSOCIATION SOUTH COUNTRY REALTY 3938 BEAU D'RUE DRIVE EAGAN, MINN. 55122 13TH ANNUAL EAGAN AREA BUSINESS 4TH 0E JULY APPEAL Dean i=tiends, Another 4th ob Ju,!?y iz ctos-ing .in and again the A.6zoc,i.ation .Ls asking bot a monetary contti.buti.on to help in making out Eagan eeeebtat.ion as success but as of beater than we've had these past yeats. As you ptobabty know, this -ib an ext emety poputak event attended by a very ZoAge peAeentage o6 out citizens. It iz also .the ont y Eagan event we know o6. Again as .in past yeaAs we war pubWh a 6tyeA o6 thanks t isting a.P.!' oS the community minded buz.Lnesses which heaped us out. We hope this tetter w.i?,E? be 6u66 icient to get the job done. 15 there ate any questions pettain.ing to the size o6 donation you gave t"t yeah, pteaae eaP.e 454-3410. Thanking you .in advance, Do n Kto beA, Tteas uteri Eagan 4th o6 Jury Association P.S. We ate changing the tocat.ion o f the cetebAation to Rahn PGAk which w.iU a tow much mote Aoom and not be any hi.ndeAanee to any neighbors. S, q1 l JUtV 31x31 V � ti 0 0 Agenda Information Memo June 12 , 1981 Page Six FOURTH OF JULY ASSOCIATION FOR A NON-INTOXICATING LIQUOR LICENSE E. Eagan Fourth of July Association for a Non-Intoxicating Malt Liquor License for July 3-5, 1981 -- An application was submitted by the Eagan Fourth of July Association for a non-intoxicating malt liquor license for July 3 , 4 and 5, 1981 , for the 4th of July celebration at Rahn Park. The application is in order for con- sideration. The application' has received a favorable review from the Chief of Police. ACTION TO BE CONSIDERED ON THE MATTER: To approve the non-intoxi- cating malt liquor license for the Eagan Fourth of July Association for July 3 , 4 and 5, 1981 . PROJECT 335 F. Project 335, Receive Report & Order Public Hearing for Twin View Manor 2nd Addition -- On April 21 , the City Council received a petition from the developer of the proposed Twin View Manor 2nd Addition for the installation of . streets and utilities. This feasibility report has been completed and is being presented to the City Council for consideration. ACTION TO BE CONSIDERED ON THE MATTER: To receive the feasibility report for Project 335 and authorized the public hearing to be held on July 21 , 1981 . PROJECT 337 O. Project 337, Receive Feasibility Report & Order Public Hearing (Univac Semi Conductor Utilities) -- On May 5, 1981 , the City Coun- cil received a petition from Sperry Univac and also ordered the preparation of a feasibility report for the installation of sanitary sewer and water main facilities for the new semi conductor complex under construction. This report is now complete and is being pre- sented to the City Council for consideration. ACTION TO BE CONSIDERED ON THE MATTER: To receive the feasibility report for Project 337 and order the public hearing to be held on July 21 , 1981. PROJECT 339 H. Project 339, Receive Feasibility Report & Order Public Hearing (Brown's Lake Outlet) -- At the May 19 , 1981 , the staff requested authorization to prepare a feasibility report for the installation of a trunk storm sewer lift station and outlet from Brown' s Lake, 1 0 • Agenda Information Memo June 12, 1981 Page Seven adjacent to the Beacon Hill Addition. The report is now complete and is being presented to the City Council for review. ACTION TO BE CONSIDERED ON THE MATTER: To receive the feasibility report for Project 339 and authorize the public hearing to be held on July 21 , 1981. 'PROJECT 343 I. Project 343, Receive Petition/Order Feasibility Report (Briar Hill Fouth Addition) -- The City has received a petition from Tot— lefson Development Company requesting the installation of streets and utilities to the second phase of Briar Hill Fourth Addition for streets and utilities . ACTION TO BE CONSIDERED ON THE MATTER: To receive the petition and authorize the preparation of a feasibilty report for Project 343 (Briar Hill Fourth Addition Streets& Utilities ). PROJECT 344 J. Project 344, Receive PetitionlOrder Feasibility Report (Winkler/ Jackson Addition) -- The City has received a peittion from Richard Winkler requesting the installation of sanitary sewer extension to service the proposed first addition of the Winkler/Jackson plat. A work order will not be issued by the Director of Public Works unless preliminary plat approval is given by the City Council for the Winkler/Jackson First Addition. ACTION TO BE CONSIDERED ON THE MATTER: To receive the petition and order a feasibility report for Project 344 (Winkler/Jackson 1st Addition Sanitary Sewer) . CONTRACT 219 K. Contract 219 for Authorization of Final Payment & Accept Project of Duckwood Drive Grading - The City has received a request for final payment through the consulting engineering firm along with a statement of compliance with the plans and specifications. All inspections have been performed and found acceptable. All costs associated with the final payment have been previously assessed. ACTION TO BE CONSIDERED ON THE MATTER: To authorize final payment in the amount of $14,390.90 to Husting and Engstrom, Inc. , for Contract 219 and accept for perpetual maintenance. 0 1 1 • Agenda Information Memo June 12, 1981 Page Eight ASTLEFORD - REVIEW EXCAVATION PERMIT L. Review Excavation Permit (M.G. . Astleford for 35E and Co. Rd. 32 -- With the pending improvement and construction of I-35E south of Cliff Road, Mr. Astleford has submitted an application for a grading permit for approximately twenty ( 20) acres of land located between I-35E and Cliff Road West of the existing Galaxy Avenue. The detailed grading, drainage and pollution control plans have been submitted, reviewed and approved by the Director of Public Works. It is anticipated that the required performance bond and insurance certificates will be submitted prior to the City Council meeting on June 16 . ACTION TO BE CONSIDERED ON THE MATTER: To approve the excavation permit for the Astleford property. CONTRACT,8O-15 M. Change Order #2, Contract 80-15 (Silver Bell and Deerwood Streets) -- This contract provides for the construction of three (3) separate projects for east Deerwood Drive by Pilot Knob Road, west Deerwood Drive by Blackhawk Road and Silver Bell Road north of T.H. 13 . This change order consists of three parts : Part- A Project 273 (east Deerwood Drive) -- During con- struction of theis improvement, it was necessary to remove, clean and relay the existing culvert within the Pilot Knob Road ditch section (add $735. 53 ) . Part- B- - Project 277 (west Deerwood Drive) -- Because this project requires the placement of a bituminous overlay to match an existing curb and gutter section on the north side, certain portions of the existing bitumi- nous surface were removed and patched to provide for the proper elevation of the new overlay (add $992 .45) . Part C - Project 274 (Silver Bell Road) -- In order to match the recently improved construction of Silver Bell Road performed by MnDOT, the City's contractor was required to perform minor modifications to the existing bituminous surface to provide for the proper transition of grade and cross slopes (add $518.15 ) . The net result of this change order provides for an addition of $2 ,246.13. All costs associated with this project will be computed in determining the final assessment figures . ACTION TO BE CONSIDERED ON THE MATTER: To approve Change Order #2 to Contract 80-15 in the amount of $2,246.13 . 9 0 Agenda Information Memo June 12 , 1981 Page Nine CONTRACT 80-11 N. Contract 80-11 for Final Payment/Acceptance (Brittany Second & Third Addition Utilities) -- The City has received a request for final payment from the contractor through the consulting engineering firm along with a certification of compliance with plans and specifications for final tests and inspections as verified by the Public Works maintenance division. Final construction costs associated with the project result in an approximate 10% underrun as compared with the contract estimate. ACTION TO BE CONSIDERED ON THE MATTER: To approve the fourth and final pay request for Contract 80-11 to Thomas Montgomery Construc- tion in the amount of $11 ,601 . 27 and accept for perpetual main- tenance. CONTRACT 80-22 0. Contract 80-22, Final Payment/Accept Project (Cedar Cliff Third Addition Utilities) -- The , City has received a request for final payment from the contractor through the consulting engineering firm along with a certification of compliance with plans and speci- fications in addition to all tests and inspections being verified by the Public Works maintenance division. Final construction costs of this contract resulted in a 1.4% underrun of the revised contract amount. All costs associated with this project will be assessed to the benefited properties in the future. ACTION TO BE CONSIDERED ON THE MATTER: To approve the third and final pay request for Contract 80-22 for Cedar Cliff 3rd Addition to Sandmark Construction, Inc. , in the amount of $7,255. 70 and accept for perpetual maintenance. CONTRACT 80-30 P. Contract 80-30, Final Payment/Acceptance (Highview Ave. Streets) -- The City has received a request for final payment from the con- tractor through the consulting engineering firm along with a certi- fication of compliance with plans and specifications in addition to the final inspection being verified by the Public Works main- tenance division. Final construction costs associated with this contract result in an approximate 9% underrun from the revised contract amount. All costs associated with this project will be assessed against the -benefited property owners in the near future. ACTION TO BE CONSIDERED ON THE MATTER: To approve the third and final pay request for Contract 80-30 to Richard Knutson, Inc. , in the amount of $3,249.48 and accept for perpetual maintenance. 12 Agenda Information Memo June 12, 1981 Page Ten CONTRACT 237 Q. Contract 237, Final Pay/Acceptance (Thomas Lake Road Street) -- The City has received a request for final payment through the consulting engineering firm along with a certification of compliance with plans and specifications in addition to inspection verification by the Public Works maintenance division. The final construction costs resulted in a 1% ($4;073) overrun of the revised contract amount. This amount was assessed to the major street fund when this project was assessed in September of 1980. ACTION TO BE CONSIDERED ON THE MATTER: To approve the thirteenth and final pay request for Project 237 to McNamara Vivant Contracting Company in the amount of $18,560.18 and accept for perpetual main- tenance. t3 a Agenda Information Memo June 12, 1981 Page Eleven PROJECT 302 A. Project 302, I-494 Storm Sewer Outlet (O'Neil Pond) -- With the pending construction of I-494 from the Minnesota River to the interchange with I-35E, it would be appropriate to provide for the trunk storm sewer outlet' from O'Neil Pond (FP-1 ) that has been previously reviewed in detail with the City Council concerning the gravity outlet vs. a lift station and force main similar to the Blackhawk Lake Outlet. By providing for the installation of this trunk storm sewer at this time, considerable cost savings will be realised due to financial cost participation by MnDOT and the use of their right-of-way prior to the construction and comple- tion of I-494. Due to these reasons, the detailed feasibility report was presented to the Council for review at the May 5, 1981 City Council meeting. The public hearing was previously scheduled for June 2 , 1981 ; but due to omission of certain parcels as provided by the consulting engineer for the public hearing notification, it was continued until the June 16, 1981 meeting. All affected property owners to be assessed by this improvement have been legally noticed with a notice also being placed in the legal newspaper. The Director of Public Works and consulting engineering firm have held two ( 2 ) informational meetings on May 27 and June 4 to explain in detail the reasons for the project and the estimated assessments associated with the improvement. It is anticipated that major objections to the project will be submitted by the new owners (Laukka-Beck, Inc. ) of the old Dayton Hudson property and also the owners of the Granville House (Old Ames Estate) . The apparent reason for objection relates to the premature levy of assessments prior to the development of their property. Because of the tight time schedule of -MnDOT for the construction of I-494, it is neces- sary for this project to be ordered in at the June 16 meeting if the cost articipation bL MnDOT is to be. realized. Enclosed on pages through is a copy of the report as prepared by the con uI in s ting engineering irm. ACTION TO BE CONSIDERED ON THE MATTER: To close the public hearing and either approve or deny Project 302 for the installation of the trunk storm sewer outlet from O'Neil Pond (FP-1 ) . 14 1 pa .P.I ' 1'Y iKT 4"Ac&� ' .low. demi R Conk, P.F. u~' h"riDt A Gordpr,, N.F.' (Ilio G. 8m,e;lroo P.F. 7homas E Nei)es P.U. p I Robc,l W. Ro.scilt' P.F. .Richard N'. Eosur P.E. -- ----- '/_ ------ L,wrh 1. Anderlik,Y.E.. Robert G.Schuntehb PJ.. f5 Fv. �e%u_4yT�ykawy 3t5 ladfwel A. Lemberg. P.F. Atanot L. .Sorvala.P.F. 233 5n Richard F, 7:urner, 1'.1:. uoaald C. Rurgardt.P.E. P . 91, d, Af—..4.&55113 � Jamef C.Oh...t, P,F. ferry A. Bourdon P.E. PA. ,Stark A. Hanson P 1:. /+/was 61.2-636-4600 (harle i A. Fri,ks(m Leo At. Pa,vehky 1956 - — 1981 Harlan A!. Ofsan Preliminary Report on Dmid E. Olson I-494 and I-35E Drainiversary' , Pond FP-1 Outlet Project No, 302 A� Eagan, Minnesota r ' April 28, 1981 SCOPE: This project covers the construction of a storm sewer outlet from Pond FP-1 located in the NE 1/4 of Section 2 and the extension of this outlet with- in 1-494 right-of-way to the Minnesota River. This is a joint project between the Minnesota Department of Transportation and the City of Eagan. FEASIBILITY AND RECOMMENDATIONS: This project is feasible and is in accor- dance with the Master Plan for Storm Sewer for the City of Eagan. It can best be carried out as a joint project. The Minnesota Department of Transportation will carry out the construction of these improvements with the City of Eagan sharing in their cost for benefits to areas of Eagan outside of the highway right-of-way and within the drainage area. DISCUSSION: The storm water drainage from the interchange of I-494 and I-35E as well as adjacent highway and other developments flows to Pond FP-1 as shown in the Eagan Storm Sewer Master Plan. The expected large increase in flow will necessitate the installation of an outlet to this pond during the con- struction of the highways to avoid flooding adjacent property from the in- creased runoff. A comprehensive preliminary report dated May 28, 1980 detailed the need for this pond outlet and discussed two types of construction with re- lated cost estimates. The first covered the installation of a large lift sta- Page 1. 3839a K tion and force main as shown in the 1978 Storm Sewer Master Plan. The second method covered the installation of a deep gravity storm sewer outlet lying within the right-of-way of I-494. This latter method had been considered in 1973 and in 1978 but was considered economically infeasible due to the extreme depths of the line involved. Recent improvements in the art of tunneling plus the very rapid increases in the cost of energy needed for the lift station al- ternate combined to show that, the life time construction costs of the gravity line were much less expensive than the lift station alternate. After careful review of the alternatives and their costs, the Minnesota Department of Transportation, City Council and Federal Highway Administration mutually concurred with the installation of the gravity outlet. Cost estimates for the gravity outlet alternative were prepared by the Mn/DOT Hydraulics Division with the cost of participation based upon the per- cent of peak flow capacity required by the respective drainage areas for each part of the system. The resulting trunk storm sewer outlet from Pond FP-1 will provide ade- quate capacity for all of the highway runoff as well as future storm sewer discharges into FP-1 from the Eagan trunk storm sewer system. The Mn/DOT drainage plan has provided capacity for the agricultural runoff from certain drainage areas in Mendota Heights through their system. This drainage is accommodated by the Mn/DOT share of the cost of the outlet at no additional cost to the City of Eagan. As a part of the negotiations with Mn/DOT relative to existing and pro- posed drainage, it was agreed that this proposed trunk storm sewer would in- tercept and perpetuate the discharge from the existing 54" diameter storm sewer in the Eagandale Center Industrial Park without additional cost to Eagan. Page 2. 3839a 1 A special ponding area is being required by the Minnesota Department of Natural Resources in the Fort Snelling State Park. The cost of this special pond and overflow system from this pond to the Minnesota River within the Fort Snelling 'State Park will be the total responsibility of Mn/DOT without partic- ipation by the City of Eagan. This pond and overflow system is estimated to cost approximately $300,000.00. The cost of the Eagan share of this construction is expected to be paid for from trunk area assessments to benefited property in Eagan within the drainage area served. Assessments will be levied for the trunk area oversize charge for the area involved based upon the current zoning and/or land use of the land involved, all in accordance with the current assessment policy. AREA TO BE INCLUDED: All of the area lying within Drainage Area F within the City of Eagan except the east one-half of Section 1. W 1/2 Section 1, T27N, R23W W 1/2 Section 2 NE 1/4 Section 2 N 1/2, SE 1/4 Section 2 SE 1/4, SE 1/4 Section 2 except south 150' thereof SW 1/4, SE 1/4 Section 2 except south 350' thereof N 1/2, SW 1/4 Section 2 except Lots 1 thru 12, Blk. 2 McKee 2nd Addn. Lots 1 thru 11, Blk. 1 McKee 3rd Addn. SE 1/4, SW 1/4 Section 2 except part of Lots 2, 3 and 4 and Lots 7 thru 12, Eagandale Center Ind. Park No.2. COST ESTIMATES: The following cost estimates include construction and engi- neering cost as estimated by Mn/DOT: Page 3. 3839a Item Cost 5,049' - 36" RCP $ 313,300 2,070' - 36" RCP Tunnel 538,225 630' - 42" RCP 58,500 680' - 42" RCP Tunnel 197,000 1,531' - 54" RCP 206,600 1,289' - 60" RCP 194,700 564' - 72" RCP 90,000 Manholes & Castings 54,000 Trenching 542,300 Jacking 82,000 Special Excavation (Muck) 92,000 Outlet Structure 17,000 $2,385,625 Construction Engineering 238,563 TOTAL CONSTRUCTION COST . . . . . . . . . . . .. $2,624,188 The above construction cost is to be divided into two stages with the City of Eagan sharing in 29.67% of the construction cost for Phase 1 and 66.95% for Stage II. This division of costs is based upon the contributing drainage areas and peak flows involved. Stage I includes the construction of the larger diameter pipe for the area from a point just east of T.H. 55 to the ponding area west of T.H. 13. Stage II includes the tunneling from that point east to the trunk storm sewer outlet from Pond FP-1. Based upon this cost division, the construction costs to each party are as follows: Eagan Mn/DOT Total Stage I $653,400 $1,548,938 $2,202,338 Stage 1I 282,428 139,422 421,850 TOTAL $935,828 $1,688,360 $2,624,188 Page 4. 3839a The total project cost for the City of Eagan includes additional legal, administrative, bonding, easement and miscellaneous costs. Eagan Cost Sharing with Mn/DOT $ 935,828 Miscellaneous Related Costs (18%) 168,172 TOTAL EAGAN PROJECT COST $1,104,000 The final costs for the City of Eagan will be based upon the actual bid and unit prices of the work involved. EASEMENTS: Easements will be required across the following property for Pond FP-1 and the outlet pipe from Pond FP-1: Kollofski' s Plat Parcel No. 010-01 Robert Oneill Homestead Block 1, Lot 6 Parcel No. 010-27 Part of Lot 8 Block 3, Lot 4 Parcel No. 080-25 Part of Lot 1 Parcel. No. 098-25 Part of Lot 2 Part of Lot 6 ASSESSMENTS: Assessments are proposed to be levied against benefited property within the areas shown on the maps in this report. All costs included in this report are trunk storm sewer costs and therefore will be paid from the trunk storm sewer oversizing assessments. It is proposed that a sufficient portion of the drainage area be assessed to cover the cost of these trunk storm sewer assessments. Credit is to be given to those parcels which have paid either a partial or a full trunk storm sewer oversizing assessment in the past. The current largr lot policy will apply to existing single family development on lots of five acres or less. Current assessment rates are as follows: Single Family . . . . . . . . .. . . . . . . . . . . . . . . . . . . $0.0374/sq.ft. Multi-Family . . . . . . . . . . . . . . . . . . $0.0468/sq.ft. Commercial-Industrial . .. $0.056/sq.ft. REVENUE SOURCES: Revenue sources to cover the cost of this project are listed as follows: Page 5. 3839a r • • POND FP-1 OUTLET PROJECT COST REVENUE BALANCE Project Costs $2,792,360 Cost shared by Mn/DOT $1,688,360 Trunk Area Assessments 1,128,541 TOTAL . . . . . . . . . . . . . . . . $2,792$ 60 $2,816,901 +$24,541 PROJECT SCHEDULE Present Feasibility Report May 5, 1981 Public Hearing June 2 1981 Approve Plans and Specifications June 16, 1981 Advertise for Bids (by Mn/DOT) To be determined Open Bids August, 1981 Award Contract Aug./Sept. 1981 Construction Completion 1982 Final Assessment Hearing September, 1981 First Payment Due with Real Estate Taxes May, 1982 I hereby certify that this report was prepared by me or inner my direct supervision and that I am a duly Registered Professional Engineer un- der the laws of the State of Minnesota. Robert W. Rosene Date: April 28, 1981 Reg. No. 3488 Approved by thamas A. Colbert, P.E. Director of Public Works Date: 3839a Page 6. 1a gop Si CL 3 n i W N• QQ flat IL _r I K op ^ —I _ J fi 1$ ► 1Y �wa� •qIr/r�7 / , 00 it VO CZ, O cq WI u � lig _- -i - -- - ---- I 15-- - - 1 2 1 — _ Z 9m; lit Ii I �WW3S I Q� Y { C o ,n .1 ! I ='is Na•� & UL W "- 19 IAN ��1 60oN bh IL W �I � i r 0,00, yN VVJ `I wwiep •grMryri7 a IL ow it \`�• , „ '�,1: w Mod P117 i _ \ �4 CD IL I w cq P o • � � z a 1 p 0 A i I Io o U W Q 11 O-7 O� u ' 1 er VI Agenda Information Memo June 12 , 1981 Page Twelve --� PROJECT 336 B. Project 336, Tomark First Addition Streets and Utilities) On May 19, 1981, the City Council received a feasibility report providing for the installation of streets and utilities to the proposed Tomark 1st Addition. At that meeting the public hearing was scheduled for June 16. , All property owners to be affected by this project were legally noticed both individually and through the Dakota County Tribune. The final plat for this addition was approved at the June 2, 1981 City Council meeting. For additional information on the public hearing, refer to the feasibility report as epared by the consulting engineers found on pages L through ACTION TO BE CONSIDERED ON THE MATTER: To close the public hearing and either approve or deny Project 336 for the installation of streets and utilities in the Tomark 1st Addition. Z3 t Glean KCook,P.E.BoalRatP6l4/ &&4.4 4&,ftk*&4, /ow. Keith A.Gorlma P.E. - (spa G. I.Rosette P.E. Thomas E.Noyes. P.E. e��,/�•„� � � p Xnbrrr W.Rosette,P.E. Richard It'. Foster, P.l:. '^^7 Josrph('. Anderl,k,P.E. Robert G..Srhunirht,P.I.. .2335 V. -7--4 esy.y/irray 36 Bradford A.%embers, P.F. Alanin l..Son•ala,P.E. Pad, E. Turner,P.E. Donald C. Burgardt.RE. -(!t. Pa.d, Af—..,Ola 55>13 Janees C.Olson. P.E. Jerry A.Bourdon,P.E. PA..: 61.2-6364600 � 2 � Ca A.Hanson,P.F. r Charles A.Erickson Leu M. Pawelsky 1956 — th — 1981 Harkin Al.Olson Preliminary Report on raid E.Olson Tomark Addition - Phase On�) nniversar Utility & Street Improvements Project No. 336 =�� Eagan, Minnesota \ May 15, 19$1 SCOPE: This project provides for theconstructionsof sanitary sewer, water and storm sewers serving Phase One of the Tomark Addition. Also included are the gravel base and surfacing of the streets within this first phase. FEASIBILITY AND RECOMMENDATIONS: The project is feasible and is in accordance with the Master Utility and Street Plans for the City of Eagan. The project as outlined herein can best be carried out in two contracts. Cocntract I would include the construction of all the utilities as well as the aggregate base on the street located in Phase One. Contract ll would consist of the construction of the concrete curb and gutter and bituminous surface on this street which will be named Golfview Drive. DISCUSSION: CONTRACT I A. Sanitarx Sewer: An existing 12" R.C.P. sanitary sewer is located on the south side of Yankee Doodle Road adjacent to Tomark, a 10" diameter sewer lat- eral will connect to this existing trunk and will be constructed in the south boulevard of Yankee Doodle Road and in Golfview Drive in Phase One of Tomark. The two 72 unit apartment buildings which make up Phase One will receive ser- vice from this 10" diameter sewer. This lateral will provide service to prop- erty to the south and east as this area develops as well as to future Tomark Development. Page 1. 4094a s[4- t B. Water Main: An 1.8" diameter water trunk is in place along the south side of Yankee Doodle Road across the Tomark Addition. An 8" diameter lateral will be constructed within Golfview Drive to provide service to Phase One and will eventually follow the Golfview Drive alignment through future Tomark Additions and connect to the 18" diameter trunk in place on the west side of Lexington Avenue. Hydrant leads and 6" diameter services to the two large apartment buildings in Phase One will connect to the 8" diameter lateral. Water pres- sures in Phase One of Tomark will range from 55 psi to 65 psi static pressure. C. Storm Sewer: The storm sewer pond shown on the Master Plan as DP-10 is lo- cated within the Tomark Addition. Catch basins on Golfview Drive near Yankee Doodle Road and a storm sewer lateral in the south ditch of Yankee Doodle Road leading to DP-10 will drain Phase One. The construction of a storm sewer trunk draining DP-10 to a larger pond, DP-5, was discussed in the preliminary report for the O'Leary Lake outlet, Project 322. D. Street Construction: Golfview Drive is a proposed street to be constructed on a 60' right-of-way platted within Tomark. The developer of Tomark will grade this street to a subgrade condition as a part of the site grading of the plat. After the installation of utilities, a 6" aggregate base will be con- structed on Golfview Drive. CONTRACT II E. Street Surfacing: The surfacing of Golfview Drive includes the construc- tion of a 5 ton street, 32' wide with B618 concrete curb and gutter. Contract II construction consists of completing the aggregate base and installing the curb and gutter and bituminous surfacing. Also included are topsoil and seed for the boulevards of Golfview Drive. The proposed typical section for Golf- view Drive upon completion of Contract II is as follows: Page 2. 4094a a � r 1-1/2" 2341 Bituminous wear course Contract II 1-1/2" 2331 Bituminous base course Contract II 2" Class 5 Aggregate base Contract II 6" Class 2 Aggregate base Contract I AREA TO BE INCLUDED: Assessment Area Construction Area NW 1/4, NW 1/4, Sec. 14, T27N, R23W NW 1/4, NW 1/4, Sec. 14, T27N, R23W Parcels 010-26 020-26 010-27 COST ESTIMATE: Detailed cost estimates are presently at the back of this re- port. A summary of these costs are as follows: CONTRACT I Sanitary Sewer $ 38,100 Water Main 38,280 Storm Sewer 30,670 Street (Aggregate Base) 6,180 $113,230 . CONTRACT II Street (Surfacing) $ 29,890 TOTAL CONTRACTS I AND II $143,120 The total estimated cost of the project as outlined herein including con- tingencies and all related overhead is $143,120. Overhead costs are estimated at 25% and include legal, engineering, administration and bond interest. EASEMENTS AND PERMITS: Easements and permits are required for utility con- struction in Phase One of Tomark as follows: 1. A ponding easement will be required for pond DP-10 encompassing all property at or below elevation 960.0. It is anticipated that this easement will be acquired in conjunction with final approval of the plat at no cost to the project. Page 3. 4094a �.6 t 2. A permit must be acquired from the Dakota County Highway Department for the construction of sanitary and storm sewers in the right-of-way of Co. Rd. 28 (Yankee Doodle Road). It is expected that this permit will be obtained at no cost to the project. ASSESSMENTS: Assessments are proposed to be levied against the benefited property as indicated in the preliminary assessment roll included at the back of this report. All of three parcels, which are currently under the same own- ership, are located within the Tomark Plat. The preliminary assessment roll indicates assessed costs for lots within the proposed plat. Assessment rates for the construction of lateral facilities will be determined by final im- provement costs and be assessed to each benefited property. Trunk sanitary sewer and water main area assessments levied to the parcels which now comprise Tomark under Project No. 58. Trunk storm sewer has not yet been levied, but is proposed to be assessed as part of Project 322, O'Leary Lake Outlet. It is proposed to assess a lateral benefit for the existing trunk water main and sanitary sewer on Yankee Doodle Road to all of Phase One abutting Yankee Doodle Road at the following rate: Lateral Benefit from a Trunk Water Main $14.35/FF Lateral Benefit from a Trunk Sanitary Sewer . . . . . . . .. . . . . . $14.30/FF It is proposed that all costs associated with the construction of Golfview Drive are to be assessed directly to benefited property. REVENUE SOURCES: Revenue sources to cover the cost of this project are listed as follows: Page 4. 4094a 27 SANITARY SEWER Project Cost Revenue Trunk Fund Bal. Laterals $ 38,100 Lateral Benefit from Trunk $ 11,440 Lateral Assessment $ 38,100 TOTAL $ 38,100 $ 49,540 +$11,440 WATER MAIN Lateral $ 38,280 Lateral Benefit from Trunk $ 11,480 Lateral Assessment 38,280 TOTAL $ 38,280 $ 49,760 +$11,480 STORM SEWER Lateral $ 30,670 Lateral Assessment 30,670 TOTAL $ 30,670 $ 30,670 - 0 - STREET IMPROVEMENTS Golfview Drive (Base) $ 6,180 Golfview Drive (Surface) 29,890 Golfview Drive (Assessment) $ 36,070 TOTAL $ 36,070 $ 36,070 - 0 - TOTAL PROJECT BALANCE . .. . .. .. . . . .. . . . . . . . . . . . . . . . . . +$ 22,920 PROJECT SCHEDULE CONTRACT I Project Feasibility Report May 19, 1981 Public Hearing June 16, 1981 Approve Plans and Specifications June 16, 1981 Open Bids July 9, 1981 Award Bids July 21, 1981 Construction Completion October, 1981 Assessment Hearing January, 1982 First Payment Due with Real Estate Taxes May, 1983 Page 5. 4094a 21 I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer un- der the laws of the State of Minnesota. Keith A. Gordon Approved by: Date: May 15, 1981 Reg No. 10204 'Tbomas A. Colbert, P.E. Director of Public Works Date: Page 6. 4094a 2�' APPENDIX A COST ESTIMATE TOMARK ADDITION PROJECT 336 CONTRACT I 400 Lin.ft. 10" DIP Sanitary Sewer 25'-30' dp. in pl. @ $23.00/l.f. $ 9,200 440 Lin.ft. 10" PVC Sanitary Sewer 20'-25' dp. in pl. @ $18.00/l.f. 7,920 5 Each Standard manhole w/casting @ $800.00/each 4,000 65 Lin.ft. Manhole depth greater than 8' dp. @ $60,00/lin.ft. 3,900 230 Lin.ft. 8" PVC Sanitary Sewer @ $10.00/lin.ft. 2,300 1 Each Cut into existing manhole @ $200.00/each 200 100 Ton Rock stabilization below pipe @ $6.00/ton 600 1,820 Lin.ft. Mechanical trench compaction @ $0.50/lin.ft. 910 Total Estimated Construction $ 29,030 +5% Contingency 1,450 $ 30,480 +25% Legal, Engrng. , Admin. , & Bond Interest 7,620 TOTALSANITARY SEWER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 38,100 B. WATER MAIN 620 Lin.ft. 8" DIP Water Main @ $12.00/lin.ft. $ 7,440 830 Lin.ft. 6" DIP Water Main @ $10.00/lin.ft. 8,300 6 Each Hydrant in place @ $800.00/each 411800 1 Each 8" Gate valve and box @ $400.00/each 400 5 Each 6" Gate valve and box @ $300.00/each 1,500 2,000 Lbs. Fittings in place @ $1.00/lb. 2,000 2 Each Wet tap 8" Water Main to ex. 18" W.M. @ $2,000.00/each 4,000 1,450 Lin.ft. Mechanical Trench Compaction @ $0.50/lin.ft. 725 Total Estimated Construction $ 29,165 +5% Contingency 1,460 $ 30,625 +25% Legal, Engrng. , Admin. , & Bond Interest 7,655 TOTAL WATER MAIN . . . . . . . . . . . . . . . . . $ 38,280 A-1 4094a 30 C. STORM SEWER 670 Lin.ft. 18" RCP Storm Sewer @ $19.00/lin.ft. $ 12,730 100 Lin.ft. 12" RCP Storm Sewer @ $16.00/lin.ft. 1,600 2 Each Standard Manhole w/casting @ $900.00/each 1,800 2 Each Standard Catch Basin Manhole w/cstg. @ $800.00/each 1,600 2 Each Standard Catch Basin w/cstg. @ $700.00/each 1,400 2 Each 18" flared end w/trash guard @ $600.00/each 1,200 8 Cu.yds. Grouted rip rap @ $50.00/cu.yd. 400 1.5 Acre Seed with mulch @ $1,500.00/acre 2,250 770 Lin.ft. Mechanical Trench Compaction @ $0.50/lin.ft. 385 Total Estimated Construction $ 23,365 +5% Contingency 1,165 $ 24,530 +25% Legal, Engrng. , Admin. & Bond Interest 6,140 TOTALSTORM SEWER . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . $ 30,670 D. STREET (GRADING/GRAVEL BASE) 100 Cu.yds. Subgrade correction @ $2.00/cu.yd. $ 200 2,600 Sq.yds. Subgrade preparation @ $0.30 780 620 Ton Class 2 crushed limestone @ $6.00/ton 3,720 Total Estimated Construction $ 4,700 +5% Contingency 240 ' $ 4,940 +25% Legal, Engrng. , Admin. & Bond Interest 1,240 TOTAL STREET (GRADING/GRAVEL BASE) . . . . . . . . . . . . . . . . . . . . $ 6,180 CONTRACT I A. Sanitary Sewer $ 38,100 B. Water Main 38,280 C. Storm Sewer 30,670 D. Street (Grading/Gravel Base) 6,180 TOTAL CONTRACT I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 113,230 A-2 4094a 3 / E. STREET (SURFACING) 2,600 Sq.yds. Subbase preparation @ $0.30/sq.yd. $ 780 310 Ton Class 5 Aggregate base @ $5.00/ton 1,550 220 Ton 2331 Bituminous binder course @ $11.00/ton 2,420 220 Ton 2341 Bituminous base course @ $12.00/ton 2,640 22 Ton Bituminous material for mixture @ $200.00/ton 4,400 110 Gals. Bituminous material for tack @ $1.20/gal. 132 1,280 Lin.ft. B6-18 concrete curb & gutter @ $5.00/lin.ft. 6,400 1 Each Adjust gate valve & box @ $100,00/each 100 9 Each Adjust manhole & catch basin frame @ $200.00/each 1,800 1 Each Permanent barricade @ $300.00/each 300 1.5 Acre Seed with topsoil @ $1,500/acre 2,250 Total Estimated Construction $ 22,772 +5% Contingency 1,138 $ 23,910 +25% Legal, Engrng. , Admin. & Bond Interest 5,980 TOTAL STREET (SURFACING) $ 29,890 A-3 4094a 32 APPENDIX B PRELIMINARY ASSESSMENT ROLL TOMARK ADDITION PROJECT 336 Item Assessed Cost A. Sanitary Sewer (Lateral & Services) $ 38,100 B. Water Main (Lateral & Services) 38,280 C. Lateral Benefit from Trunk W.M. $14.35/F.F. x 800 F.F. 11,480 Lateral Benefit from San.S. $14.30/FF x 800 F.F. 11,440 D. Storm Sewer (Lateral) 30,670 E. Street Grading/Gravel Base 6,180 Surfacing 29,890 TOTAL ASSESSED COST . . . . . . . . . . . . . . . . . . . .. . $166,040 Tomark lst Addition Cost/Building Lot 1, Block 1 $ 83,020 Lot 1, Block 2 83,020 B-1 4094a 3,� � YANKEE DOODLFb fti- �-ROAD 1 -- 1 BLDG. 2 OttE 1 Q BLDG. c' ODD SCALE: I"=200' � Leal 1 J y TOMARK CONDOMINIUMS EAGAN, MINNESOTA SANITARY SEWER PROJECT No. 335 34- -04 1010 -04101, A MMW,,, �_ hi- ao," A YANKEE DOOM ROAD + —�— EX. 6 s,, 1 BLDG. 2 co ts` , 6R. 0 BLDG. � ; O � O SCALE: 1"=206 — — — - `_■i OD_ i 1 [ 4 1..41 i 1 / ) / Z 1 I 1 J TOMARK CONDOMINIUMS EAGAN, MINNESOTA WATER MAIN PROJECT N0, 335 3 � .� � YANKEE D40DL & ROAD BLDG. 2 -o (�I BLDG. I 1 � � \ SCALE: I"=206 LJ Ll e X 1 r � W l J T OMARK CONDOMINIUMS EAGAN2 MINNESOTA STORM SEWER PROJECT No. 335 36 Boa , �roEu�c a � YANKEE DOOMS ROAD 1 1 1 BLDG. 2 00 .9 1 1 OI BLDG. SCALE: I"=20Ci `, LJ . P� C I I 2 I 1 TOMARK CONDOMINIUMS EAGAN, MINNESOTA STREETS PROJECT No, 335 37 .o�snioo,, , iwoourc a �o�c, Nc. MLAO /u., e601,7 Agenda Information Memo June 12, 1981 Page Thirteen PROJECT 332 C. Project 332 for Overhill Farm Addition (Streets & Utilities ) -- At the May 19 City Council meeting, the City Council received the completed feasibility report providing information for the installation of streets and utilities for the Overhill Farm Addi- tion. All property owners to be assessed by this project have been leagally noticed individually and through the Dakota County Tribune. For a copy of the report, please refer to pages 3_�_ through �(p ACTION TO BE CONSIDERED ON THE MATTER: To close the public hearing and either approve or deny Project 332 for the installation of streets and utilities in the Overhill Farm Addition. z_ 0 Glenn R. cuok,P. . 'low. Keith A. Gord.n, EP.].*. lhlu 11110, P.E. 7honras L. Noves, P.E. 001�- et 0 Rolm! 14'. Ruicne, P.E. Richard 11'. FLster, P.li. h,srrh (. Amlerlik, PX. R,,heil G.S,hututht, P.V 2335 V. 74.A.4,9.4"36 1'.11IN"g, P.L. Afamn V Nwrala, P.E. qq Rhhwd F. lurner, P.E. Donald C, Burgardt, Y.E. hf...J.55113 a James C. 0/son. VE. Jerry A. Bowdwv P.E. /)A-.-612-636-41600 4/ark A.Hanson,P.I... Charles harles A. Fricks-i Lro Af. PaRelsk 1956Harlan Af. Olson - 2�t11 DaNd E. Wpm niY�11IVer Preliminary Report on r-:,AA'' Overhill Farm Addition Project 332 Hay Lake Trunk Sanitary Sewer - Project 321 Eagan, Minnesota May 12, 1981 SCOPE: This project provides for construction of sanitary sewer, water main, storm sewer, and streets within Overhill Farm Addition. Overhill Farm Addi- tion comprises of 49 single family lots and 7 double family lots. To provide sanitary sewer to Overhill Farm Addition requires the construction of trunk sanitary sewer adjacent to the south shore of Hay Lake (Pond LP-31). The Hay Lake Trunk Sanitary Sewer is therefore included as part of this pre- liminary report. FEASIBILITY AND RECOMMENDATIONS: The project is feasible and in accordance with the Master Utility and Street Plans for the City of Eagan. The project as outlined herein can best be carried out as two contracts. Contract I pro- vides for the construction of the Hay Lake Trunk Sanitary Sewer, utilities within Overhill Farm Addition, and the placement of an aggregate base on a properly prepared subgrade within Overhill Farm Addition. Contract II pro- vides for the construction of the remaining portion of the aggregate base and bituminous surface in conjunction with concrete curb and gutter in Overhill Farm Addition. Page 1. 4042a DISCUSSION: CONTRACT I I. SANITARY SEWER (HAY LAKE TRUNK) : The Hay Lake Trunk Sanitary Sewer is an 18" RCP sanitary sewer constructed adjacent to Hay Lake. The sanitary sewer will connect to an existing sanitary sewer at Dodd Road and Wilderness Run Road and end at the proposed trunk sanitary sewer included as part of the pre- liminary report for South Oaks Storm Sewer Project 327. The sanitary sewer will be constructed at a ground elevation of approximately 910 which is the high water level for Hay Lake. The invert elevation of the sanitary sewer ranges from 895 to 897. II. SANITARY SEWER (OVERHILL FARM ADDITION) : An 8 inch sanitary sewer is proposed on the centerline of streets within Overhill ' Farm Addition. The sanitary sewer will connect to the proposed trunk sanitary sewer located on Hay Lake Road as outlined in the preliminary report for South Oaks Storm Sewer Project 326. III. WATER MAIN: A 6 inch water main is proposed to be constructed within the Overhill Farm Addition as indicated on the drawing at the back of this re- port. The water main will connect to an existing 16 inch water main located on Dodd Road with a future extension into South Oaks Addition. IV. SERVICES: This construction provides for the installation of sanitary sewer and water main services 15' past the property line. Sanitary sewer ser- vice is 4 inch and water main service is 1 inch. V. STORM SEWER LATERALS: Storm sewer laterals proposed herein are presented on the drawing at the back of this report. Storm sewer proposed herein pro- vides drainage from low points located within street right-of-way. The Page 2. 4042a 4v • storm sewer will connect to the proposed trunk storm sewer located on Hay Lake Road as outlined in the preliminary report for South Oaks Storm Sewer Project 326. VI. STREET (GRADING/GRAVEL BASE) : This construction provides for the proper grading of the subgrade surface after installation of utilities and the place- went of a 4 inch aggregate base within Overhill Farm Addition. CONTRACT II VII. STREET (SURFACING) : This construction provides for the placement of the remaining portion of the aggregate base and the bituminous surface in conjunc- tion with surmountable concrete curb and gutter for a 32' 5-7 ton residential section. AREA TO BE INCLUDED: Assessment Area Construction Area SW 1/4 Section 25 SW 1/4 Section 23 010-54 Dahler 010-53 Dinneen 010-55 Dahler 010-54 Dahler 020-54 Dahler 010-55 Dahler 021-55 Dahler 020-54 Dahler 022-55 Dahler 021-55 Dahler 010-53 Dinneen 022-55 Dahler COST ESTIMATE: Detailed cost estimates are presented at the back of this re- port. A summary of these costs are as follows: CONTRACT I Sanitary Sewer (Hay Lake Trunk) $ 67,050 Sanitary Sewer (Overhill Farm Addition) 71,590, Water Main 81,580 Services 48,440 Storm Sewer 20,680 Street (Grading/Gravel Base) 40,340 TOTAL CONTRACT I . . . . . . . . . . . . . . . . . $329,680 Page 3. 4042a 41 • . CONTRACT II Street (Surfacing) $159090 TOTAL CONTRACT II . . . . . . . . . . . . . . . . $159,390 The total estimated cost for Contract I and II including contingencies and all related overhead is $489,070. Overhead costs are estimated at 25% and in- clude legal, engineering, administration and bond interest. EASEMENTS: A permanent and temporary construction easement will be required to construct the Hay Lake Trunk Sanitary Sewer. Details of the easement are as follows: Permanent Area Temporary Area Owner Parcel (Acre) (Acre) Dinneen 010-53 0.36 1.5 Acquisition of easement along lot lines within Overhill Farm Addition will be obtained through final approval of the plat. ASSESSMENTS: Assessments for sanitary sewer, water main, services, storm sewer, and streets within Overhill Farm Addition are proposed to be levied against the benefited property. A preliminary assessment roll is included at the back of this report. Lateral benefit from trunk for sanitary sewer and storm sewer included as part of Project 326 (South Oaks Storm Sewer) will have. to be included to determine the total assessable cost per lot within Overhill Farm Addition. Final assessment rates for construction of lateral facilities will be determined by final costs and be assessed to each benefited property. Trunk sanitary sewer and trunk water main have been assessed for this area as part of Project 241. There is presently a pending assessment for this area for trunk storm sewer as part of Project 326. Due to zoning changes proposed as part of Overhill Farm Addition storm sewer rates reflected in the prelimin- ary assessment roll for Project 326 will have to be revised. Page 4. 4042a 42. REVENUE SOURCES: Revenue sources to cover the cost of each project is as fol- lows: HAY LAKE TRUNK SANITARY SEWER - PROJECT 321 Trunk Fund Sanitary Sewer Project Cost Revenue Balance Trunk $ 67,050 Lateral Benefit from Trunk $ 4,061 Area Assessments* - 0 - TOTAL $ 67,050 $ 4,061 -$62,989 * Levied under Project 241/Project 326 OVERHILL FARM ADDITION - PROJECT 332 Trunk Fund Sanitary Sewer Project Cost Revenue Balance Lateral $ 71,590 Lateral Assessment $ 71,590 TOTAL $ 71,590 $ 71,590 - 0 - Water Main Lateral $ 81,580 Lateral Assessment $ 81,580 TOTAL $ 81,580 $ 81,580 - 0 - Services Lateral $ 48,440 Lateral Assessment $ 48,440 TOTAL $ 48,440 $ 48,440 - 0 - Storm Sewer Lateral $ 20,680 Lateral Assessment $ 20,680 TOTAL $ 20,680 $ 20,680 - 0 - Street Grading/Gravel Base $ 40,340 Surfacing 159,390 Street Assessment $199,730 TOTAL $199,730 $199,730 - 0 - Page 5. 4042a 4 Is Revenue from the trunk sanitary sewer fund is required to finance the ma- jority of the Hay Lake Trunk Sanitary Sewer Project 321. This is due to the benefited area being previously assessed as part of Project 241 in conjunction with a pending assessment as part of Project 326. No revenue is required from City trunk fund for utility or street construction for Overhill Farm Addition Project 332. PROJECT SCHEDULE Present Feasibility Report May 19, 1981 Public Hearing June 16, 1981 Approve Plans and Specifications July 7, 1981 Open Bids July 30, 1981 Award Bids August 4, 1981 Construction Completion Contract I April 30, 1982 Construction Completion Contract II July 9, 1982 Assessment Hearing Contract I May, 1982 Assessment Hearing Contract II August, 1982 First Payment due with Real Estate Taxes - Contract I & II May, 1983 Page 6. 44 I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer un— der the laws of the State of Minnesota. Mark A. Hanson Date: May 12, 1981 Reg. No. 14260 Approved by. L// G�.e-wc�iO _(J Thomas Colbert, P.E. Director of Public Works Date: 4042a Page 7. 450' APPENDIX A COST ESTIMATE HAY LAKE TRUNK SANITARY SEWER - PROJECT 321 OVERHILL FARM ADDITION - PROJECT 332 CONTRACT I UTILITIES AND GRADING PROJECT 321 - HAY LAKE TRUNK I. TRUNK SANITARY SEWER 1,090 Lin.ft. 18" RCP Sanitary Sewer 10'-15' dp. in pl. @ $35.00/lin.ft. $ 38,150 5 Each Standard Manhole w/casting @ $1,000.00/each 5,000 25 Lin.ft. Manhole depth greater than 8' dp. @ $80.00/lin.ft. 2,000 200 Ton Rock stabilization @ $6.00/ton 1,200 1,090 Lin.ft. Cl. B-2 pipe bedding @ $1.50/lin.ft. 1,635 1 Each Connect to existing sanitary sewer @ $300.00/each 300 2.0 Acre Seeding w/topsoil @ $1,000.00/Ac. 2,000 800 Lin.ft. Hay or straw bales @ $1.00/lin.ft. 800 Total Estimated Construction $ 51,085 +5% Contingency 2,555 $ 53,640 +25% Legal, Fng. , Admin. , Bond Interest 13,410 TOTAL TRUNK SANITARY SEWER . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 67,050 PROJECT 332 (OVERHILL FARM ADDITION II. SANITARY SEWER 2,800 Lin.ft. 8" Sanitary sewer @ $11.00/lin.ft. $ 30,800 14 Each Standard manhole w/casting @ $800.00/each 11,200 42 Lin.ft. Manhole depth greater than 8' dp. @ $70.00/lin.ft. 2,940 52 Each 8"x4" wye branch @ $60.00/lin.ft. 3,100 75 Lin.ft. 8" Outside drop section @ $60.00/lin.ft. 4,500 100 Ton Rock stabilization below pipe @ $6.00/ton 600 2,800 Lin.ft. Mechanical trench compaction @ $0.50/lin.ft. 1,400 Total Estimated Construction $54,540 +5% Contingency 2,730 $57,270 +25% Legal, Eng. , Admin. , Bond Interest 14,320 TOTAL SANITARY SEWER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $71,590 Page 8. 4042a 4C III. WATER MAIN 4,310 Lin.ft. 6" water main @ $10.00/lin.ft. $ 43,100 7 Each Hydrants @ $750.00/each 5,250 9 Each 6" Gate valve and box @ $350.00/each 3,150 4,500 Lbs. Fittings @ $1.00/lb. 4,500 2 Each Cut in 8" W.M. to existing 16" water main @ $1,000.00/ea. 2,000 20 Ton Bituminous mixture for patching @ $100.00/ton 2,000 4,310 Lin.ft. Mechanical Trench compaction @ $0.50/lin.ft. 2,155 Total Estimated Construction $ 62,155 +5% Contingency 3,105 $ 65,260 +25% Legal, Eng. , Admin. , Bond Interest 16,320 TOTALWATER MAIN . . . . . . . . . . . . . . . . . . . . a . . . . .. . . . . . . . . . . $ 81,580 IV. SERVICES 2,290 Lin.ft. 4" CISP @ $6.00/lin.ft. $ 13,740 3,020 Lin.ft. 1" Type "K" copper @ $5.00/lin.ft. 15,100 63 Each 1" Corporation stop @ $20.00/each 1,260 63 Each 1" curb stop and box @ $80.00/each 5,040 3,520 Lin.ft. Mechanical trench compaction @ $0.50/lin.ft. 1,760 Total Estimated Construction $ 36,900 +5% Contingency 1,850 $ 38,750 +25% Legal, Eng. , Admin. , Bond Interest 9,690 TOTAL SERVICES . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . .. . . . ... $ 48,440 Page 9. 4042a 47 V. STORM SEWER 200 Lin.ft. 15" RCP storm sewer @ $20.00/lin.ft. $ 4,000 100 Lin.ft. 12" RCP storm sewer @ $17.00/lin.ft. 1,700 6 Each Standard MH w/casting @ $850.00/each 5,100 2 Each Double catch basin w/casting @ $1,000.00/each 2,000 4 Each Catch basin w/cas,ting @ $700.00/each 2,800 300 Lin.ft. Mechanical trench compaction @ $0.50/lin.ft. 150 Total Estimated Construction $ 15,750 +5% Contingency 790 $ 16,540 +25% Legal, Eng. , Admin. , Bond Interest 4,140 TOTALSTORM SEWER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 20,680 VI. STREET (GRADING/GRAVEL BASE) 500 Cu.yds. Subgrade correction @ $2.00/cu.yd. $ 1,000 17,100 Sq.yds. Subgrade preparation @ $0.30/sq.yd. 5,130 4,100 Ton Class 2 crushed limestone in pl. @ $6.00/ton 24,600 Total Estimated Construction $ 30,730 +5% Contingency 1,540 $ 32,270 +25% Legal, Eng. , Admin. , Bond Interest 8,070 TOTAL STREET (GRADING/GRAVEL BASE) . . . . . . . . . . . . . . . . . . . $ 40,340 CONTRACT I UTILITIES AND GRADING PROJECT 321 - HAY LAKE TRUNK I. Trunk Sanitary Sewer $ 67,050 PROJECT 332 - OVERHILL FARM ADDITION II. Sanitary Sewer $ 71,590 III. Water Main 81,580 IV. Services 48,440 V. Storm Sewer 20,680 VI. Street (Grading/Gravel Base) 40,340 TOTAL CONTRACT I . . . . . . . . . . . . . $329,680 Page 10. 4042a 4t CONTRACT II STREET SURFACING PROJECT 332 - OVERHILL FARM ADDITION VII. STREET 16,340 Sq.yds. Subbase preparation @ $0.10/sq.yd. $ 1,634 2,100 Ton Class 5 aggregate base @ $5.00/ton 10,500 1,300 Ton 2331 Bituminous binder course @ $11.00/ton 14,300 1,300 Ton 2341 Bituminous wear course @ $12.00/ton 15,600 130 Ton Bituminous material for mixture @ $200.00/ton 26,000 710 Gal. Bituminous material for tack @ $1.20/gal. 852 8,480 Lin.ft. Surmountable concrete curb & gutter @ $5.00/lin.ft. 42,400 27 Each Adjust manhole and catch basin frame @ $150.00/each 4,050 6 Each Adjust gate valve boxes @ $100.00/each 600 5.5 Acres Seeding with topsoil and mulch @ $1,000.00/Ac. 5,500 Total Estimated Construction $ 121,436 +5% Contingency 6,074 $ 127,510 +25% Legal, Eng. , Admin. , Bond Interest 31,880 TOTAL STREET SURFACING . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . $ 159,390 Page 11. 4042a APPENDIX B PRELIMINARY ASSESSMENT ROLL OVERHILL FARM ADDITION, PROJECT 332 A. SANITARY SEWER Total Cost/Lot Lateral Benefit Single Family Units (49) $57,304 $1,170 Double Family Units (14) 8,186 585 TOTAL $65,490 B WATER MAIN Total Cost/Lot Lateral Benefit Single Family Units (49) $71,382 $1,457 Double Family Units (14) 10,198 728 TOTAL $81,580 C. SERVICES Total Cost/Lot Single Family Units (49) $37,675 $ 768 Double Family Units (14) 10,765 768 TOTAL $48,440 D. STORM SEWER Total Cost/Lot Single Family Units (49) $32,708 $ 667 Double Family Units (14) 4,672 333 TOTAL $37,380 E. STREETS Total Cost/Lot Grading/Gravel Base Single Family Units (49) $35,297 $ 720 Double Family Units (14) 5,043 360 TOTAL $40,340 Page 12. 4042a YO Total Cost/Lot Street Surfacing Single Family Units (49) $139,466 $2,846 Double Family Units (14) 19,924 1,422 TOTAL $159,390 SUMMARY Single Family Double Family A. Sanitary Sewer $ 1,170 $ 585 B. Water Main 1,457 728 C. Services 768 768 D. Storm Sewer 667 333 E. Grading/Gravel Base 720 360 Street Surfacing 23,846 1,423 TOTAL . . . . . . . . . . . . . . . . . . . $ 7,628 $4,197 HAY LAKE TRUNK, PROJECT 321 Parcel 010-53, SW 1/4, Section 25 Lateral Benefit from Trunk Sewer 284 L.F. @ $14.30/L.F. $ 4,061.20 Page 13. 4042a M-0111 0 OL Fmk unemb COMM. No 49224 ' OVERHILL FARM ADDITION EAGAN, MINNESOTA SANITARY SEWER PROJECT No. 332 PROJECT No. 321 xl- PR9JEC7 No. 321 1 2 3 4 5 6 7 8 9 A,Q SCALE. 1 = 200 Y LAKE 0 'f- w _ N d o 4 Z 1 2 5 6 7 8 9 10 H- w 3 � � O 3 2 3 II 16 15 14 13 I 4 I 00R 101LL 12 T IGGY 5 ROAD 2 STREET �\ 6 yl 2 3 4 5 \ � 13 7 j 10 . 12 11 10 9 8 �� Q ,.r Me WAM Als'ec,, tet. COMM NO 49224 OVERHILL FARM ADDITION EAGAN, MINNESOTA WATER MAIN PROJECT No. 332 Q t � I 2 3 4 5 6 7 8 9 �~- SCALE; I" = 200 YL K E t s D. P _ AR K ► - 4 I 2 5 6 7 8 9 10 3 2 16 15 14 13 i 41 OYERklILL 12 T IGGY �= 5RO D S EET \ 'S► 6 2 3 4 5 7 i 10 13 12 0 � � II 10 9 8 00 L K E 9 3 14 7 CQ F 0 woulk �a �s , w� • cum !t Pat �....ta COMM. NO 49224 OVERHILL FARM ADDITION EAGAN, MINNESOTA STORM SEWER PROJECT No. 332 / I ' 1 SCALE. I" = 200 -� - Y _ - LAKEPA RK ' 1 2 5 6 7 8 9 10 1 3 O IU-PROJECT 326 16 15 14 13 I 4 1 ONPERMILL 12 `i T IGGY 5 ROAD 1 6 ' STREET / 5 \ . 2 3 4 5 \\ 6 1 7 !1 10 �\ 7 13 12 11 `- O 10 9 8 L Oo KE ', 9 L D *� COMM. N0, 49224 OVERHILL FARM ADDITION EAGAN, MINNESOTA EVISED PENDING ASSESSMENTS PROJECT No. 326 TRUNK STORM SEWER Multiple Fomily RateAq.ft 0.04684 - � Single Family Rote/sq.ft 0.0344 scaLE: t" = Zoo LAKE 40 �L T IGGY Rte I -,----STREET _ _ _ -- - -- _. ,��..._. wNrrsrrri% Wnum, Amtma11ADOUG, E16 • IL h"k mm"81 COMM. NO. 49224 OVERHILL FARM ADDITION EAGAN, MINNESOTA STREETS \' PROJECT No. 332 / 1 2 3 4 5 6 7 8 9 \\ SCALE: I" = 200' Y I LAKE 0 PA 1 2 5 6 7 8 9 10 16 15 14 13 I OYER ILL 12 4 T IGGY _1 5 '`y RO D STREET 6 i II 6 2 3 4 5 \ Y � 2 7 10 7 ,ti 13 12 11 10 9 8 Op y; L K E 9 / • Agenda Information Memo June 12, 1981 Page Fourteen I.R. FINANCING- - EDWARD H. -MAYHEW D. I.R. Financing for the Edward H. Mayhew Project in the Amount of $525,000 -- A public hearing has been officially noticed in two (2) newspapers to consider an application for industrial revenue financing as proposed by Edward H. Mayhew, a sole proprietorship. The amount of the industrial revenue financing requested is $525,000. It is estimated that 35 new jobs will be created at an estimated payroll of $875,000. Mr. Mayhew is planning to develop, construct and own the John Henry Foster Company Building, a 16,000 square foot office/warehouse building upon its completion. This office/warehouse building site is planned for a platted and properly zoned lot located at the southwest corner of Apollo Road and Mike Collins Drive in Eagandale Industrial Park. The first phase of the construction is for a 16,000 square foot facility with a second phase expansion 'Within five (5) years of an additional 6,000 square feet. A site plan and concept plan were given to the City Planner on May, 8, 1981 and he has completed his review- of the plans . For further information on these plans , please refer to the City Planner's memorandum, enclosed on page �s�$ The site plan and boundary and location survey are enclosed on pages . 6$- through S$ c. . Tne proposed office warehouse bbuildi 's in complT ce with the intent of the Comprehensive Land Use Plan. A copy of the support data outlining the project and also the financial statement of Mr. Mayhew is enclosed without page numbers for your reference. A copy of the financial review for the City of Eagan, conductedby the City's fiscal consultant Miller & Schroeder, Inc. , is enclosed on page 5 9 for your review. ACTION TO BE CONSIDERED ON THE MATTER: To approve of deny tax exempt mortgage financing in the amount of $525,000 for Edward H. Mayhew. TO: THOMAS L. HEDGES, CITY ADMINISTRATOR FROM: DALE C. RUNKLE, CITY PLANNER DATE: JUNE 12, 1981 RE: THE MAYHEW SITE PLAN REVIEW FOR INDUSTRIAL REVENUE BONDS The Mayhew site is located on Lots 3, 4, 5, and 6, Block 4, Eagandale Center Industrial Park #3. 'Therefore, the subject parcel is platted and would allow an industrial building. The subject parcel contains approximately 3.5 acres and the building proposed contains 17,024 square feet for a total of 11% lot coverage. The proposed building meets all setback requirements according to Ordinance 52 and the parking spaces design contains 10 x 20' spaces. There is additional space to the west which would allow expansion in the future if and when development would occur. At the present time, the proposed site plan meets all City ordinances, and if industrial revenue bonds were not re- quested, City staff could issue this permit as the building is proposed. The detailed plans for the exact number of parking spaces and landscape plan will be required at the time the applicant applies for the building permit. If anyone has any questions regarding the Mayhew site plan, please feel free to contact me at the City Hall. DCR/jac Sg a 1 i 1 I 1411F, lr # at i11p i t� =z b �iocwsa wwalwzZaino.IwG �7TC-PLAN •"; �+ - r'a� 1`:: ti"""t .�rsl• ..;.�':.�., ..-i_.t�r.. yZ��:♦ _ -�ti•..y.:'3•- Js_>� s!Aa�� a •, . ..s.,.+ �,per,t : � a �1-4. _ e +.q;.''�1.-'w. �- ��`4++v:.vas>' # ?'!: Vii• "''�' �I ' IV 90 Ij- SR r .+��, '�.G# y~�` ! •� lel �' '.j a y 4-V �. t,�, •�X {y� T,7ltr=�"` .� .j• � w" � S i/i ' O N 1 �•" '` �. �r ...,s,.`tet• Y ry -:g i : k V - ,. -.. -•fie, # ,. ,e+,r.. ,+: ,',ivt �%si" t },.G f� i i.:0cr IT .. s ! a Y ky - �ex•+rKy F a4 t - ' t� ,.fs= �• " .,,r .,P � 3h`ay'M W +.�t vi`#.y d � - 1. to�. ..y o0wo ,',.„_ `+,, y .� -.-�i ,; ,.,x�'° •-pis. M. � : Toll Free Mrnesota(800)862-6002_ To Free(ether States(800)328-6122 i Miller & Schroeder Municipals, Inc. 170 Northwestern Financial Center,7900 Xerxes Avenue South,Minneapolis,Minnesota 55431 •(612)831-1500 June 11, 1981 1 Mr. Thomas L. Hedges, City Administrator City of Eagan 3795 Pilot Knob Road St. Paul, Minnesota 55122 Re: Edward H. Mayhew Project $525,000 Tax-Exempt Financing Office/Warehouse Building Dear Tom: Our review of the file of the above referenced project and our discussions with the underwriter indicate that all aspects of the project appear to meet the development guidelines and objectives of the City of Eagan. Based upon the information made available to us and subject to City approval, we recommend completion of the project. Very truly yours, MILLER & SCHROEDER MUNICIPALS, INC. Ernest L. Clark, Vice President ELC:ps J Headquarters:Minneapolis,Minnesota•Branch Offices:Solana Beach,California•Northbrook,Illinois•St.Paul,Minnesota•Naples,Florida Member of the Securities Investor Protection Corporation Agenda Information Memo June 12 , 1981 Page Fifteen ASSESSMENT HEARINGS E. Assessment Hearings -- There are twelve (12) assessment hearings scheduled for final consideration and acceptance by the City Coun- cil . Most of. the projects are developer oriented projects and there should be little discussion. Attached is a summary sheet of the various projects that were installed under a number of different contracts that are ready for final assessment on Ipage *I. The rates that are shown are representative of the "typical, average" assessments for the various types of improvements ( streets , utilities, storm sewer, gravel base restoration, grading and related) . Figures noted by an asterisk imply that a residential equivalent for lateral benefit rate is being applied. Because all lots are not always assessed uniformly, individual property owners assessments should be looked up separately on the large worksheets which are available in the assessment clerk' s office. The City' s consulting engineer, Bob Rosene, and the Public Works Director will be available to answer questions pertaining to the construction or the assessments as levied. It should be noted that, in several cases, certain property owners have already received a deferment approval previously by the City Council . However, the City legally noticed the property of the assessments so that they can be legally recorded as an assessment which has been deferred. Several property owners may object to receiving the notification after approval of deferment by the City Council . Following the summary sheet are ten : (10) pages that outline the improvements installed and assessed with the rate used for assessment calculation. Also on each project breakdown sheet is the number of parcels affected, years assessed, rate of interest, total amount assessed and the contract the project was constructed under. The City Administrator and Director of Public Works will provide information on each of the twelve assessment hearings as outlined. The ten pages are numbered pages 67. through 471 ACTION TO BE CONSIDERED ON THE MATTER: There will be separate action required by the City Council on each assessment hearing. Action to be considered will be to acceptor reject the assessments as proposed for each of the respective projects. 01� f N 000 • _ 1 1 I i I r--I r0 \ 1 1 1 U) Ln —m lqr Ln UD 4J 49 I I 1 I I I C) ¢Lnv0LO 1 I I LO O U: + Lo � 19 104ri � Lo3 a3 I I i I i r \ * � � I 1 r-- 0 0 4J I I r- Ln fn 0 .41 m 1 ri w01 01 N l0 l� e-4 M rl (h M W -I r-i r-I � 0 N 01) N C4 4 r�-i I 1 I 1 1 N � 1 1 r-IrX4 � N zz a 1141 MM r-I r0-I .09 O "0 N (z� O {ri }i' 00 Lfl Lf) O u N Ln I r-I N 1 Ln r-d H O 00 l!) 01 r-I CN r1 'D N r-I Ul .4 A U) � th ch U] m 8 ra o M � U, 4' r� 8 Ei U) a) Wr� VJ r-I W H x .�/ r-I � 0 a I49 rF -) � X =s r-I U1 En -45x r- C) r � rr-i r�-I r�-1 r-4 r-4 r-I r-I r-I r-I O O a% m m O O 01 O O ICT N CO 1- 1- [- 00 OO 00 00 N 01, l0 Ln � 0c0 l- Ln 0000 M ' 0) M �] M N N N M N N N N N ri N '� P4 FINAL ASSESSMENT HEARING PROJECT NO: 312 SUBDIVISION/AREA: 1st Minnehaha Addition FINAL ASSESSMENT HEARING: 6-16-81 IMPROVEMENTS INSTALLED AND/OR ASSESSED: WATER RATES SANITARY RATES Area Area C� Laterals Laterals p Service (_� Service Lat. Benefit/Trunk Fj Lat. Benefit/Trunk STORM STREETS Area 0 Grading/Gravel Base Laterals 23.34/FF Krestwood X� Surfacing 66.35 Duckwood Res. Equiv. NUMBER OF PARCELS AFFECTED: 5 NUMBER OF YEARS ASSESSED: 5 RATE OF INTEREST: 11% TOTAL AMOUNT ASSESSED: $55,820.05 CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 80-17 PUBLIC HEARING DATE: 7-1-80 62 FINAL ASSESSMENT HEARING PROJECT NO: 272E SUBDIVISION/AREA: Brittany Addition FINAL ASSESSMENT HEARING: 6-16-81 It IMPROVEMENTS INSTALLED AND/OR ASSESSED: WATER RATES SANITARY RATES bArea Fj— Area U Laterals Laterals F-1 Service Service 1j Lat. Benefit/Trunk Lat. Benefit/Trunk STORM STREETS Area ❑ Grading/Gravel Base Laterals Surfacing $2,819.87/lot Res. Equiv. NUMBER OF PARCELS AFFECTED: 44 NUMBER OF YEARS ASSESSED: 5 RATE OF INTEREST: 80 TOTAL AMOUNT ASSESSED: $129,407.05 CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 79-19 PUBLIC HEARING DATE: 5-15-79 63 FINAL ASSESSMENT HEARING PROJECT NO: 265B SUBDIVISION/AREA: Lake Park Shores Addition FINAL ASSESSMENT HEARING: 6-16-81 IMPROVEMENTS INSTALLED AND/OR ASSESSED: WATER RATES SANITARY RATES ID Area Area EJ Laterals Laterals QService Service Lat. Benefit/Trunk Lat. Benefit/Trunk STORM STREETS Area L7 Grading/Gravel Base Laterals 0 Surfacing $2,529.52/lot L7 Res. Equiv. NUMBER OF PARCELS AFFECTED: 23 NUMBER OF YEARS ASSESSED: 5 RATE OF INTEREST: 8% TOTAL AMOUNT ASSESSED: $58,178.96 CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 79-19 PUBLIC HEARING DATE: 5-15-79 64 FINAL ASSESSNfENT HEARING PROJECT NO: 255E SUBDIVISION/.AREA: Thmas Lake Addition FINAL ASSESSMENT HEARING: 6-16-81 IMPROVEMENTS INSTALLED AND/OR ASSESSED: WATER RATES 'SA_NITARY RATES Area Area C� Laterals Laterals pService Service Lat. Benefit/Trunk Lat. Benefit/Trunk STORM STREETS (� Area 17 Grading/Gravel Base Laterals . Surfacing $2,956.53/lot Res. Equiv. NUMBER OF PARCELS AFFECTED: 10 NUMBER OF YEARS ASSESSED: 5 RATE OF INTEREST: 8% TOTAL AMOUNT ASSESSED: $29,565.30 CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 79-19 PUBLIC HEARING DATE: 12-12-78 6� FINAL ASSESSMENT HEARING PROJECT NO: 310 SUBDIVISION/AREA: Ches Mar East 1st Addition FINAL ASSESSMENT HEARING: 6-16-81 11 IMPROVEMENTS INSTALLED AND/OR ASSESSED: WATER RATES SANITARY RATES MArea Area U Laterals Laterals FDService n Service E Lat. Benefit/Trunk Lat. Benefit/Trunk STORM STREETS Area D Grading/Gravel Bas 1,311.07/lot Duplex Laterals p Surfacing $2,622.14/lot SF Res. Equiv. NUMBER OF PARCELS AFFECTED: 53 NUMBER OF YEARS ASSESSED: 5 RATE OF INTEREST: 11% TOTAL AMOUNT ASSESSED: $102,263.88 CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 80-13 PUBLIC HEARING DATE: 7-1-80 G6 FINAL ASSESSMENT HEARING PROJECT NO: 287A SUBDIVISION/AREA: Eden Addition FINAL ASSESSMENT HEARING: 6-16-81 IMPROVEMENTS INSTALLED AND/OR ASSESSED: WATER RATES SANITARY RA= Area � Area �-� Multi-$244.66/lot Multi-$343.13/lot U Laterals SF $1,009.27/lot Q Laterals SF -$1,D18.47/lot Multi-$423.10/lot Multi-$423.10/lot Service SF $351.60/lot (X� Service SF $351.60/lot El Lat. Benefit/Trunk F-� Lat. Benefit/Trunk STORM STREETS Multi-$232.99/lot 17 Area $.03/sq ft 1 Grading/Gravel Base SF 524.22/lot Multi-$462.47/lot W Laterals SF $1,040.56/lot E Surfacing Res. Equiv. NUMBER OF PARCELS AFFECTED: 132 NUMBER OF YEARS ASSESSED: 5 RATE OF INTEREST: 8% TOTAL AMOUNT ASSESSED: $372,436.38 CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 80-1 PUBLIC HEARING DATE: 12-18-79 97 FINAL ASSESSMENT HEARING PROJECT NO: 254A SUBDIVISION/AREA: Safari Estates FINAL ASSESSMENT HEARING: 6-16-81 IMPROVEMENTS INSTALLED AND/OR ASSESSED: WATER RATES SANITARY RATES $451: Vlot $453�/lot IK Area $590/ac 5xi- Area 590 acre U Laterals $1,652.47/lot Laterals $3,069.12/lot Service $313.7 /lot Service $313.79/lot Lat. Benefit/Trunk $9.00/FF © Lat. Benefit/Trunk $10.75/FF STORM STREETS $866.91/lot 17 Area $.026/sq ft Grading/Gravel Base CXj Laterals $1,848.03/lot Surfacing Res. Equiv. NUMBER OF PARCELS AFFECTED: 75 NUMBER OF YEARS ASSESSED: Platted: 5 year; Unplatted: 15 years RATE OF INTEREST: 8% TOTAL AMOUNT ASSESSED: $1,010,844.48 CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 79-17 PUBLIC HEARING DATE: 5-15-79 6S FINAL ASSESSMENT HEARING PROJECT NO: 285 SUBDIVISION/AREA: Silver Bell &Nichols Ave FINAL ASSESSMENT HEARING: 6-16-81 IMPROVEMENTS INSTALLED AND/OR ASSESSED: WATER RATES SANITARY RATES ED Area F-1 Area ERD Laterals $13.84/FF f-X-1 Laterals $19.09/FF �X Service $158.46 a Service $158.45 Lat. Benefit/Trunk F-1 Lat. Benefit/Trunk STORM STREETS Area 0 Grading/Gravel Base Laterals p Surfacing Res. Equiv. NUMBER OF PARCELS AFFECTED: 16 NUMBER OF YEARS ASSESSED: 15 RATE OF INTEREST:_ 11% TOTAL AMOUNT ASSESSED:_ $72,601.65 CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 80-10 PUBLIC HEARING DATE: 3-4-80 FINAL ASSESSMENT HEARING PROJECT NO: 199 SUBDIVISION/AREA: Quarry Lane & Towerview Rd FINAL ASSESSMENT HEARING: 6-16-81 IMPROVEMENTS INSTALLED AND/OR ASSESSED: WATER RATES SANITARY RATES Area F--j Area Laterals ❑ Laterals QService n Service Lat. Benefit/Trunk F'� Lat. Benefit/Trunk STORM STREETS Area Grading/Gravel Base Laterals X� Surfacing 23.715/1F Res. Equiv. NUMBER OF PARCELS AFFECTED: 13 NUMBER OF YEARS ASSESSED: 10 RATE OF INTEREST: 11% TOTAL AMOUNT ASSESSED: $43,831.99 - 5460 Donnywood Escrow = $38,371.99 CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 80-17 PUBLIC HEARING DATE: 9-18-79 70 FINAL ASSESSMENT HEARING PROJECT NO: 233 SUBDIVISION/AREA: Highridge Terrace FINAL. ASSESSMENT HEARING: 6-16-81 IMPROVEMENTS INSTALLED AND/OR ASSESSED: WATER RATES SANITARY RATES MArea F-1 Area ri Laterals Laterals pService n Service Lat. Benefit/Trunk Lat. Benefit/Trunk STORM STREETS Area L Grading/Gravel Base Laterals Surfacing $1,440.79/lot Res. Equiv. NUMBER OF PARCELS AFFECTED: 1 NUMBER OF YEARS ASSESSED: 10 RATE OF INTEREST: 8% TOTAL AMOUNT ASSESSED: $1,440.79 CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 240A PUBLIC HEARING DATE: Signed Waiver of Hearing Agenda Information Memo June 12 , 1981 Page Sixteen AL HARP --- OUTSIDE STORAGE A. Al Harp for a Conditional Use Permit to Allow Outside Storage Located on Lot 4, Block 2, Halley' s 1st Addition -- A public hearing was held by the Advisory Planning Commission at their May 26 , 1981 meeting. The public hearink was held to consider an application submitted by Al Harp requesting a conditional use permit to allow outside storage located on Lot 4, Block 2, Halley' s First Addition. The APC is recommending approval of the conditional use permit to the City Council . This item was scheduled on the June 2, 1981 City Council agenda, however, continued until the 6-16-81 meeting due to the absence of the applicant. For additional information on the matter, please refer to the report as prepared by the City Planner found on pages 73 through 77 of the June 2, 1981 City Coun- cil packet. For action that was taken by the APC, refer to the minutes enclosed on page - '1. ACTION TO BE CONSIDERED ON THE MATTER: To approve or deny the recommendation of the APC for approval of the conditional use permit as stated. 07 Z AL HARP OUTSIDE STORAGE -- HALLEY'S 1ST ADDITION i The public hearing regarding the application of Al Harp for conditional use permit to allow outside storage on Lot 4, Block 2, Halley's 1st Addition was then convened by Chairman Joe Harrison. Mr. Al Harp was present and it was noted that the property is currently zoned I-1 with Land Use Plan indi- cating R-2 mixed residential. It was noted Mr. Harp's present place of busi- ness on Dodd Road has received complaints concerning noise generated and storage of materials and Mr. Harp has now constructed a building in Halley's Addition. Lot coverage would be 9.4% and it is proposed that the entire area would be enclosed with security fencing. Several neighboring residents appeared, some of whom objected to the proposal for outside storage of paint products noting Mr. Harp is in the tennis court painting business, and stating that there is inadequate fire protection without City water. There is also no City sewer available and further the railroad right-of-way has caused fire danger in the past. Water runoff was stated as another problem without storm sewer in the area. Mr. Ed DuBois, a current neighbor of Mr. Harp, appeared and favored the change. Gits moved, Bohne seconded a motion to recommend to the Council that the application be approved subject to the following conditions: 1. That Mr. Harp sign an agreement drafted by the City Attorney that he will not object to his fair share of assessments for utilities once the utilities are approved for this addition. 2. A detailed landscape plan shall be submitted showing the screening around the outside storage area and shall include an adequate landscape bond to be released no sooner than one year after landscaping is completed to the approval of the staff. 3. Storage shall not be allowed to exceed the height of the fence. 4. The parking area shall have an asphalt surface and concrete curbing put around the perimeter of the parking area. 5. Dust control measures shall be used periodically on the outside storage area. 6. Storage shall only be allowed within the area designated by a fence. 7. All of the equipment and materials that are presently being used for his business shall be relocated to Lot 4, Block 2, Halley's 1st Addition. All voted yes. i # Agenda Information Memo June 12 , 1981 Page Seventeen STUKE -- 3.2 ON-SALE- BEER- & AMUSEMENT DEVICE LICENSE B. Richard E. Stuke for a Conditional Use Permit for On-Sale 3.2 Beer License and Amusement Device License -- A public hearing was held before the Advisory Planning Commission at their May 26 , 1981 meeting to consider two (2 ) applications submitted by Richard E. Stuke. The first conditional use permit to allow an indoor recrea- tion center for the building which was originally constructed for the Jerry Lewis Theatre and more recently used as the Juke Box located in the Cedarvale Shopping Center area was recommended for approval by the APC and given approval by the City Council at the June 2 , 1981 meeting. A second request for an on-sale 3. 2 beer license was also given consideration by the City Council at the June 2, 1981 meeting. There were a number of concerns raised by the City Council regarding that request. Those concerns have been addressed by the City Staff along with Mr. Stuke. Enclosed is a copy of a site plan that illustrates how the recreational center and recreational sales are pro osed within the building. This site plan is enclosed on page - $ . On page , for reference, also enclosed is a copy of a memorandum from-0ity Planner Runkle that addresses various issues regarding the 3. 2 on-sale beer license request as proposed for the recreation center. A second application for an amusement device license is also in order for consideration. Mr. Stuke is proposing to locate 13-14 amusement devices within his recreation center. The license application for the amusement devices is in order for consideration. ACTION TO BE CONSIDERED ON THE MATTER: To approve or deny the 3. 2 on-sale beer license and to approve or deny the amusement device license as applied for by Mr. Richard Stuke. 7 4 F IO�k12� O•H.D. 1-A t>< -4 a r i p i { WAREHOUSE AREA W I � / I C;-T --F- co FC'O / 4; IMGN f AS RE Q LG. J } wnM!:),4 U�> �I {A { t , � � P Y T FLOC {�l_.AN ,,. . :� •�' � � �F���.` TO: THOMAS L. HEDGES, CITY ADMINISTRATOR FRAM: DALE C. RUNKLE, CITY PLAINER DATE: JUNE 11, 1981 RE: ADDITIONAL INFORMATICN ON THE 3.2 BEER AND WINE APPLICATION SUBMITTED BY EtJ= STUKE Since the City Council Meeting of-June 2, 1981, City staff has met with Mr. Stuke to explain the concerns that the City Council has in regard to grant- ing the 3.2 beer and wine application for this type of facility. Staff has also reviewed the amusement device ordinance, and according to this ordi- nance, a conditional use permit is not required for machines, but each of the machin%will have to be licensed with the City of Eagan. Therefore, the remark made at the City Council Meeting regarding an additional conditional use permit was incorrect. Therefore, the only item left for discussion is the conditional use permit to allow 3.2 beer and wine for Mr. Stuke's re- creational facility. As mentioned earlier, staff has met with Mr. Stuke to look at alternates of how the area could be divided off so 3.2 beer could only be allowed in cer- tain locations. Mr. Stuke had indicated that it would be impractical to partition part of the recreational facility off in order to restrict or not to restrict the beverages. Mr. Stuke indicated that it would be difficult to have one person watch the entire facility if this were to be the case. The option Mr. Stuke is proposing is to request the conditional use permit to allow 3.2 beer and wine at his facility, and he would limit or restrict the age of anyone under 19 years of age would not be allowed in this recrea- tional facility. Therefore, no partition or separation would be required frau minors vs. adults in this facility if the age was restricted to 19, and then 3.2 beer and wine could be served in the entire facility. The last concern of the City Council was in regard to how many amusement devices Mr. Stuke was planning to put in the recreational facility. Mr. Stuke has indicated that he would like to have between 13 and 14 amusement devices in addition to the pool tables he is proposing. According to the amusement device ordinance, a conditional use permit would not be required and that Mr. Stuke would only be required to license each one of the amuse- ment devices. If anyone would request further information regarding the application of Mr. Stuke, please feel free to contact me at the Eagan City Hall. DCR/jac NO Agenda Information Memo June 12 , 1981 Page Eighteen DOUGLAS- R, WITT- --- VARIANCE TO BUILD A GARAGE C. Douglas R. Witt for a Variance in Order to Build a Garage Within the 30 Foot Setback REquirements Along a Public Street -- A public hearing was held by the APC in order to consider an application submitted by Douglas R. Witt, located on Lot 4, Burrview Acres (435 Chapel Lane) for a variance from the 30 foot front yard setback requirement for a residential single district. Mr. Witt is pro- posing to build a twenty-two foot by twenty-four foot garage four- teen feet from the front lot line fronting on Chapel Lane. The Advisory Planning Commission is recommending approval of the variance. For additional information on this item, please refer to the Planning Assistant' s report, a copy of which was enclosed on pages 102 through 106 of the June 2 , 1981 City Council packet. For a copy of the minutes of the APC action, please refer to page If any member of the City Council would like another copy oT--the report, please feel free to contact the City Administrator' s office and it will be provided with the Administrative Agenda. ACTION TO BE CONSIDERED ON THE MATTER: To approve or deny the recommendation of the APC to grant a variance for a street setback for a garage applied for by Douglas R. Witt. 77 DOUGLAS R. WI'I'r VARIANCE FOR GARAGE The hearing regarding the application of Douglas R. Witt, 535 Chapel Lane, for variance for reduced street setback to lu feet from front lot line for construction of a garage on his residential lot was next convened. There were no objections to the application. He stated that the garage site had been graded 20 years ago and had-not been built; further, that substantial excavation and removal of three to five trees would be required if the vari- ance were not granted for the construction of a garage. The neighboring property owner has about the same garage setback and Mr. Witt stated that he would place the garage at the same setback as the next door neighbor. Hall moved, Gits seconded the motion to recommend approval subject to the following conditions: 1. Access to the new structure will be provided by the existing driveway -off of Chapel Lane. 2. The City will retain all existing drainage and utility easements. 3. All other City ordinances will be complied with. All voted yes. 8 � v Agenda Information Memo June 12 , 1981 Page Nineteen PRELIMINARY PLAT- FOR-WINKLER/JACKSON-ADDITION D. Richard Winkler for Preliminary Plat of Winkler/Jackson Addi- tion -- A public hearing was held before the Advisory Planning Commission at their regular meeting held on April 28, 1981 . The APC continued the hearing until the May 26 , 1981 meeting to allow the City staff time to work on additional studies . Action was taken by the APC to recommend_ denial of both the rezoning and pre- liminary plat to the City Council at the May 26, 1981 APC meeting. At the June 2, 1981 meeting, the rezoning with various changes as originally recommended was approved by the City Council. Fol- lowing the action that was taken for the rezoning, there was much discussion in the audience; and with the number of people who were leaving the City Council chambers and due to a several minute delay betweenagenda items, it was discovered that the developer had left and the preliminary plat for the Winkler/Jackson Addition was no longer present for review. Therefore, action was taken to continue the preliminary plat of Winkler/Jackson Addition until the 6-16-81 meeting. A copy of the preliminary plat is enclosed on page For a larger copy of the preliminary plat, refer to the large rawings that are included with your City Coun- cil packet and not given a page number. Also, there is considerable information found on pages 108 through 157 of the 6-16-81 City Council agenda informational packet. The specific part of the report which makes reference to the preliminary plat is found on pages 115 through 120. That consists of the City Planner' s report and Director of Public Works Report which do include some conditions pertinent to further consideration. If any member of the City Council desires a part of the information pertinent to the Winkler/ Jackson preliminary plat, please feel free to contact the City Administrator' s office and that information will be provided with the Administrative Agenda information. ACTION TO BE CONSIDERED ON THE ,MATTER; To approve or deny the preliminary plat as presented for Winkler/Jackson Addition. Special Note: A short memo from the City Planner is enclosed on page 79 AW • i0, - 414t�. �'' i E ,�• - c �� •� - 1 �i "V� �v _ - z � •- .ate _._ —--+�--.�-y .:.r `�^ �' i ',�� / y,, t t th.��, �a '�,i•„��. .ill. �� � /; ���\f�/I!I�t, � /// �) , � '� , LOCATION (a/_,,, Clat"Im PRELIMINARY PLAT ` 71 � V` ♦NM 1!1111 � 0 • 0 TO: THCMAS L. HEDGES, CITY ADMINISTRATOR FROM: DALE C. RUNKLE, CITY PLAINER DATE: JUNE 11, 1981 BE: WINKLER/JACKSCN PLAT INFORMATION At the June 2, 1981 City Council Meeting, the City Council approved the re- zoning from Agricultural to Planned Development for the 92 acres located on the west side of State Highway 77 and the area south of Cliff Road known as the Winkler/Jackson Addition. Also, at the June 2nd City Council Meeting, the City Council tabled the preliminary plat until the June 16th meeting requesting further information. The preliminary plat consists of the following: Lots 1-5, Block 1 have been designated as a limited business district. The 5 lots contain 8.9 acres. Lot 6, Block 1 has been designated as multiple with a density of 14 dwelling units per acre. Lot 6 consists of approximately 10.2 acres. Outlot A of the plat has been designated as park and consists of approximately 4.4 acres. Lot 1-6, Block 2 contain 1.95 acres and have been designated as R-1 (Single Family use) . Lot 1, Block 3 contains 7.74 acres and has been designated as neighborhood business district. Outlot B at this present time contains the 44.7 acres, and the area which was shown as limited business which contains 8.6 acres for a total acreage of 53.45 acres. This 53.45 acres had been designated as an R-3,or townhouse use,with a maximum density of 5.5 dwelling units per acre. The outlot mentioned here will be replatted and go through the public hearing process once the layout and the design have been prepared for Outlot B. The conditions which should be placed on the preliminary plat would be the conditions which have been submitted in the staff report submitted at the June 2, 1981 City Council Meeting. If any- one wishes these conditions, or another staff report, or any other information regarding the preliminary plat, please feel free to contact me at the Eagan City Hall. DCR/jac All Agenda Information Memo June 12 , 1981 Page Twenty ROAD- GRADER E, Public Works Department Equipment, Receive Bids, Award Contract for Road Grader -- At 2 :00 p.m. on. Thursday, May 21 , 1981 , the official bid opening was held at City Hall to receive bids for the purchase of a 1981 road grader. As stated in the last City Council information, this itft of equipment is a major expenditure and therefore a detailed report analyzing the bids and comparing the various machines bid in addition to reviewing the dollar amounts was performed by the Public Works Director. The Director of Public Works and Superintendent of Public Works have spent considerable time attempting to design and purchase the best piece of equipment suitable for municipal work. The Director of Public Works has outlined some of the major reasons why the staff is recommending the purchase of a John Deere 670A. There are many more technical reasons after analyzing the bids as to why that piece of equipment is best suited . for work to be performed by the City of Eagan. The cost of a road grader is significant and each of the suppliers would like very much to be granted the bid award by the City Coun- cil . If the John Deere 670A submitted by Valley Equipment is awarded by the City Council, the major reasons as well as technical reasons would be provided to the City Attorney for substantiation as to why the low bid was not accepted and recorded in the official minutes . A copy of the Public Works Director' s report is enclosed on pages -43-- - through - -18(l_. for your review. A bid tabulation is also found-on page The governmental sales manager for Borchert-Ingersoll, Inc. , a i der, has submitted a letter objecting to the recommendation of the Public Works Department. A copy of this letter is enclosed on pages $'$- through 'SO If there is any additional information requi.r'�e -on this matter, please con- tact the City Administrator's office and the information will be provided to the City Council . ACTION TO BE CONSIDERED ON THE MATTER: To award the contract for the road grader. Z. ,e . TO: MAYOR AND CITY COUNCIL, C/O THOMAS L. HEDGES, CITY ADMINISTRATOR FROM: THCNAS A. COLBERT, DIRECTOR OF PUBLIC WORKS DATE: JUNE 1,1981 RE: BID REVIEW - 1981 ARTICULATED MOTOR GRADER WITH WING At 2:00 P.M. on May 21, 1981, tM City of Eagan received the formal bids at the City Hall in response to our advertisement for the purchase of a new 1981 articulated motor grader with snow plow wing. Because this is a major equipment acquisiticn for the Public Works Department of the City of Eagan, the detailed analysis of the bids received is presented in this report along with a recommendation with bid award. BAGiC=U',1Z INFOPtiSATICN In the 1980 budget, a provision was made whereby a new road grader would be purchased for the Public Works Maintenance Division to be funded through the sale of equipment certificates. " This new acquisition was to increase our maintenance fleet as it pertains to gravel road maintenance and snow removal. The existing road grader presently in use is a 1965 Wabco straight-frame road grader. During the past 5 years, the Maintenance Division has experienced greatly increased major repair costs to this existing road grader by way of trans^.ission overalls, engine replacements, etc. With this new acquisition, this existing 1965 Wabco will perform as a secondary and backup unit to be disposed of as the need diminishes or completion of its useful life. SPECIFICATIONS The Superintendent and the Director of Public Woks Department reviewed the capabilities of our existing road grader, analyzed its shortcamings and re- searched other similar cccrunities to determine the size and type of road grader that would best service the existing and growing needs of the City of Eagan. The new road grader specified is an articulated machine which pro- vides for a pivoting moverent at its midsection which allows the grader to operate in smaller, confined areas where rigid frames cannot be used (i.e. shoulder grading, cul-de-sacs, etc.) . After determining the proper size, contact was made with various local dealers to review the type of equignent they had available. Based on this information, a detailed set of specifi- cations were compiled listing the minimum and best requirements to meet the City's needs. Review of the specifications used in the recent acquisition (12-15 months) of similar models by other axmnmities (Lakeville, White Bear Lake, Burnsville, etc.) , in addition to discussions with cammimities pre- sently using the different makes and models available provided the necessary and adequate input used to prepare these specifications. TOTAL COST BID The actual cost of owning a major piece of heavy equiprment by a city not only reflects the actual purchase price paid, but the cost to own and aper- ate that piece of equipment over a period of -time. As the Council may re- call, this "total cost bid" concept was used in the bid proposals for the recently acquired tractor/backhoe. It has long been realized that a moiler- e . r Bid Review - 1981 Articulated Motor Grader with Wing June 1, 1981 Page two ately designed,or built piece of equiFrent,requires more maintenance during its life, and is subsequently worth less money at its end salvage value than a higher-quality machine. Subsequently, the best financial considera- tion may not always be the lowest purchase price, but that machine that has the lowest total cost for a fixed period of years. Subsequently, we again requested that each dealer certify the maximum dollar amount that the City will be responsible for during its first 5 years of ownership as it pertains to a detailed list of items. Any cost exceeding this amount during the first 5 years, or 7,000 hours of eperaticn, will be borne solely by the supplier/manufacturer. The City absorbs all maintenance costs up to the maximum stated after which all repairs are 100% guaranteed. This provides the City with a planned maximim expenditure for the ao;u.isi- tion, operation and maintenance of this vehicle for the first 5 years. Another aspect of the "total cost bid" concept is the inclusion of a guar- anteed repurchase price. This provides the City with the flexibility of requiring the dealer to repurchase this particular machine at arn,ti'me with- in the 5 year period if the City so desires. This guaranteed repurchase is backed by a certified bond in favor of the City of Eagan. This clause protects the City from being saddled with a particular piece of machine that may be a "lemon" due to recent innovative design chances, etc. The City retains the right to keep the machine in its service as long it desires, or to sell it on the open market if a better price can be obtained. Based on the bids received, it is conceivable that the City of Eagan could turn around and sell this machine within 6 months to the original dealer for an actual realized net profit of $900-$13,600 (depending upon machine purchased) . If the machine is sold at the end of 5 years, the actual cost to the City is reflected under the column "total cost after resale in 5 years". (A nega- tive (-) would indicate the "TOTAL COST" to the City (note: this does not take into consideration the finance costs of funding the actual purchase price of the machine) . M-TARA=7 ANALYSIS Because a sophisticated piece of heavy equipr ent like a road grader is very ccrplex due to its multiple number of functions, each make of machine is inherently different frau its ccrpetitor. Consequently, it is difficult, if not impossible, to write a set of specifications for all machines to meet it without exception. Charpion 715A - Although this machine is the low bid, it has several devia- tions from the specifications that the City feels are major deviations. The transmission is a torque-convertor which relates to a 20% loss of horse- power from the engine to the drive wheels. The differential lock/unlock for the 2 tandar. ubeels cannot be activated while driving under load. It is also believed that this requires more fuel amsurption than the arpeti- tive models. The hydraulic pumps are gear-driven in-lieu of the newer piston pumps. The brakes are the drum-shoe- type .vs. the required disc. The articulation cannot be used while scarifying, ripping or plowing snag which reduces the effectiveness of this machine. Other additional deviations Bid Review - 1981 Articulated Motor Grader with Wing June 1, 1981 Page three are available upon request. John Deere 670A-672A The second bid,submitted by valley Equipment was for a 672A all-wheel drive road grader. It is felt that the additional cost is not justified to pro- vide a drive-train to the front wheels for the City of Eagan based on our anticipated use. Therefore, no further discussion will be made pertaining to this model. The 670A does not have any major deviations frau the speci- fications, and all minor deviations present no problem in meeting the City's needs. This :machine canes very close in quality and price to the needs of the City. It has many advantages in its operating statistics in addition to operator comfort and accessibility to controls. Caterpillar 120G Ziegler Inc. submitted two bids. One is for a machine in stock while the other would be a factory-order machine. The in-stock machine has 3 major deviations from the minimum specifications: 1. No blade float control is available, 2. Does not have a scarifier attachment, and the tires are slightly 6 smaller than required. All competitive models bid contained 3. these three options. If required to be added, the price would then equal that of their second bid within $100. With the exception of those three deviations, the Caterpillar 120G does not I ave any significant deviations from the specifications that the City could not live with. SLM,%M/RDC'CU?=ATION Considerable time was spent by the Superintendent and the Director in eval- uating the detailed specifications for each machine, the advantages and dis- advantages of the particular makes and models, and reviewing the perspective suppliers at their service facilities. Because of the complexity of these machines, a detailed analysis listing all advantages and disadvantages of their respective machines would result in a much more detailed and expanded report. However, after evaluating the capabilities, effectiveness, costs,and City needs, we feel that the deviations from the standard specifications as submitted by Borchert-Ingersoll for the Qiampion 715A are greater than the cost savings involved and consequently, their bid should not be considered as it does not meet our required specifications. Similarly, Caterpillar 12OG (No. 1) as submitted by Ziegler Inc. has major deviations from the mini- mum specifications required by the City. Although this model has many features that would be desirable, we feel that it is nnre than necessary to meet the needs of our Maintenance Division. Consequently, after reviewing the John Deere.670A, we feel that this machine is best suited for the City of Eagan and wotild�be able to provide the per- is formance, economy and life that the City requires frau this major piece of t , equipment Therefore, it is our recommendation that Bid Review - 1981 Articulated Motor Grader with Wing June 1, 1981 Page four X%m-R!.D OF THE 1981 MCFMR. PAT.RDL WITH WING BID BE E=ED TO VALLEY EQUIP= LNC. FOR THE PUFUME CF A JOM DEERE 670A IN THE AMOUNT' OF $93,911.00. Respectfully submitted, c►- Aell 1/ anas A. Colbert, P.E. Director of Public Works TAC/jac Concurrence: William Brand, Superintendent of Public Works r4 i • N N M .� C% N O O N N U O 1 r1 H O r4 H V N V N Hco 0 00 O 1- N qT , C �D O ) � r-I Ln • � M r-4 CN ul h 3 � Lf) C4 Ln1 ON Ln 3 ` M 1n M C1 M � IE• ON 0N D N l (n %O ON O Ln La V> M 0 co 0 CD 0 a t'] 1 1 C� O C► Lnco co ON �D th V? N t? V> U1 CD V co 00 Q rl O W N OLn N I •• rn N V) r. Q E1-4 Ca Er V, a El Borchert-Ingersoll,Inc. June 2,1981 Honorable Mayor and Members of the City Council ` City of Eagan Eagan, Minnesota RE: Recommendation for One New Articulated Motor Patrol Dear Members: Borchert-Ingersoll protests the Public Works Department's recom- mendations to buy high bid. In our past bidding history, we have been able to understand bid recommendations. This is the exception. 1) We are the low responsible bidder. 2) To purchase other than low bid, the City must pay today $12,007.00 more for a John Deere, or $11,866.00 more for a Caterpillar. 3) On the total cost concept, we are low by $4,137.00 over the next lowest bidder, Caterpillar; and $8,812.00 over the John Deere bid. 4) The Champion 115A Grader meets or exceeds Eagan's specifi- cation requirements and is larger and more productive than the competitive units. The 715A is at 150 net HP vs. the Caterpillar and John Deere at 125 HP. Weight - 715A at 30,550 lbs. vs. Caterpillar and John Deere at approximately 26,000 lbs. or less. 5) The overall acceptance and approval for past Champion demon- strations to the City Public Works Department. 6) Dakota County's acceptance and purchase of two Champion 715A Motor Graders. 7) And especially with Borchert-Ingersoll 's facilities based in Eagan. g$ , P.O.Box 43037 • 3275 Dodd Road • St.Paul(Eagan).Minnesota 55164 • (612)452-3211 Members of the City Council June 2, 1981 City of Eagan, Minnesota Page 2 We would urge the City of Eagan to reconsider the recommendations and to award to the lowest responsible bidder, Borchert-Ingersoll , Inc. Respectfully submitted, BORCHERT-INGERSOLL, INC. G. uist, overnme 1 Sales :Manager JGN:lp 99 Agenda Information Memo June 12 , 1981 Page Twenty-One AMENDMENT- TO SIGN- ORDINANCE F. Amendment to Sign Ordinance -- At the regular City Council meeting of June 2, _ 1981, an amendment to the sign ordinance to include language allowing a pylon sign to be located on property directly adjacent to freeways or interstate roadways within the City was considered. Language as recommended by the sign subcommit- tee of the City Council was found acceptable and the City Attorney was directed to prepare an amendment to the sign ordinance as recommended by the ,City Council. Enclosed on pages 91. 1 ?, is a copy of the amendment to the sign ordinance as prepared by the City Attorney' s office. ACTION TO BE CONSIDERED ON THE MATTER: To approve or deny the amendment to the sign ordinance with or withoutrevisionand authorize its publication for official adoption. 90 0 • i k PAUL H. HAUGE & ASSOCIATES. P. A. ATTORNEYS AT LAW 8508 SIBLEY MEMORIAL HIGHWAY EAGAN (ST. PAUL), MINNESOTA 55122 AREA CODE 612 PAUL H. HAUGE TELEPHONE 454-4224 BRADLEY SMITH KEVIN W. EIDE ,lune 12, 1981 DAVID G. KELLER RICHARD J. KRAMBEER Mr. Thomas L. Hedges City Administrator ` 3795 Pilot Knob Road Eagan, MN 55122 Re: Business Signs at Freeway Locations Dear Tom: Enclosed please find a proposed amendment for business signs located on property adjacent to freeways in the City of Eagan. Hopefully this will provide the language requested by the City Council. Provisions regarding heighth, distance from the freeway, and shopping centers appear to already be addressed in Section 16.06,Subdivision 2; Section 16.03, Subdivision 3; and Section 16.06, Subdivi- sion 3, respectively. Section 16.06, Subdivision 2, provides that no pylon sign shall project more than 27 feet above the lot or roadway level. 16.03, Subdivision 3 provides that no sign shall be located nearer than 10 feet from any street or highway right-of-way. 16.06 Subdivision 3 provides that a shopping center may have a pylon sign or free-standing sign for each major adjacent street. You will note that we did leave a space blank for the number of feet that will be allowed between a ground sign and a pylon sign on a premises located adjacent to a freeway. It seemed best to allow the Council to make such a determination. Very truly yours, David G. Keller r / skk enclosure 9 � P CITY OF EAGAN DAKOTA COUNTY AMENDMENT TO ORDINANCE NO. 16 - SIGN ORDINANCE THE CITY COUNCIL OF THE CITY OF EAGAN, DAKOTA COUNTY, MINNESOTA, DOES HEREBY AMEND ITS ORDINANCE NO. 16 AS FOLLOWS: SECTION 16.06 -- FREE STANDING BUSINESS SIGNS, STANDARD: Subdivision 4 -- FREEWAY LOCATIONS. An on-premise pylon sign for identification purpose is allowed for a business located directly adjacent to a freeway within the City of Eagan. Any business that acquires a permit to erect a pylon sign for freeway identification may be allowed an additional free-standing ground sign to be located within feet of the pylon sign on the same property. All signs must comply in all other respects with the pro- visions of this Ordinance. A freeway shall be defined as a principal arterial highway as defined in the Comprehensive Plan. CITY COUNCIL CITY OF EAGAN ATTEST: BY: E. J. VanOverbeke, Clerk Beatta Blomquist, Mayor i Original Ordinance Adopted: May 19, 1964 Amended Ordinance Adopted: Published in the Dakota County Tribune: f Agenda Information Memo June 12 , 1981 Page Twenty-Two CHARLES OLSON- & SONS - CONDITIONAL USE PERMIT A. Charles Olson & Sons for a Conditional Use Permit for Outside Storage at 2745 S. Lexington Ave. -- A public hearing was held by the Advisory Planning Commission at their last regular meeting held on May 26, 1981 to consider an application submitted by Charles Olson & Sons for a conditional use permit to allow approximately 21 ,600 of outside storage area at 2745 S. Lexington Ave. The Advisory Planning Commission is recommending approval of the condi- tional use permit as presented. For additional information on the application, refer to the Planning Assistant' s Report, a copy of which is found on pages through �$ _ For a copy of the APC minutes, please refer to page _. ACTION TOBECONSIDERED ON THE MATTER; To approve or deny the recommendation of the APC to approve the conditional use permit for outside storage. q3 CITY OF EAGAN SUBJECT: CONDITIONAL USE PERMIT - OUTSIDE STORAGE APPLICANT: CHAS. OLSON & SONS LOCATION: 2745 SOUTH LEXINGTON AVENUE, NF};, SECTION 3 EXISTING ZONING: L-1 (LIGHT INDUSTRIAL DISTRICT) DATE OF PUBLIC HEARING: MAY 26, 1981 DATE OF REPORT: MAY 21, 1981 REPORTED BY: KURTIS G ULRICH, PLANNING ASSISTANT APPLICATION SUBMITrM An application has been submitted for a conditional use permit to allow approxi- mately 21,600 square feet of outside storage area at 2745 South Lexington Avenue, part of the NEk,, Section 3. COM I E Mrs The applicant has requested permission to create a 21,600 square-foot outside storage area to the south and the west of the building formerly leased by warner Hardware (see attached diagram) . The applicant has indicated he will enclose the entire storage area with a 10-foot high clain link fence. The fenced area would then be used for the storage of truck chassis which are utilized by Chas. Olson & Sons Wheel Service Co. for the assembly of custcul-outfitted trucks. Storage of material within the area would not exceed 10 feet in height. A private road runs along the southern edge of the proposed storage area, and presently vacant land zoned L-1 (Light Industrial) lies to the south of the road. Proposed 35E (1985 construction) would be located approximately 1000 feet east of the sight. The the west of the site is a railroad line which may be utilized by the conpany in the future. The proposed storage area is asphalt surfaced and would remain that way. Addi- tionally, all of the parking stalls (18) which are located on the southern side of the building would not be affected. If approved, the conditional use permit should be subject to the following condi- tions: 1. Storage of material within the area shall be limited to ten (10) feet in height. 2. Only materials or equipment related to the operations of occupants of the building on this site shall be permitted in the outside storage area. 94 CITY OF EAGAN CONDITIONAL USE PERMIT - CHAS OLSON & SONS MAY 26, 1981 PAGE TWO 3. A ten foot chain link fence will encircle the area proposed for outside storage. 4. All currently existing parking stalls in the front of the building would remain. 5. .A landscaping plan which provides shrubbery around the perimeter of the site (on the outside of the fence) will be approved by staff and imple- mented by the applicant within one year of the conditional use permit date of issuance. 6. The conditional use permit shall be approved for an indefinite period of time provided the conditions herein are met at all times and all provisions of other City ordinances pertaining thereto are also met. DCR/jac qjr sriw '.g":a�FS�. ;tea►..ad:� :ice, a.2e.:amu. «.•6 Aea .� s�.e .y�, . i � '. 1 j Ls QO J :S1J Jd oe A ef ■ v `� rr Qr � � � � � -� ��� r� �.�. \ moo• ro NN NIN All W - •rte . RB J8 Ind • � r - - - GOLF Ind. R-I s ITE — Ind. Lot* Inc _ LB p Ry 5ALB R-17 J 8 R-N IndR&DRt P _ • Ind NBLB RAI R-,n p R4 e. R-11 R-II LB CSC P •. R-11 p.. . T R-11 L R-1. Rif 3 RIII �'r, ..R-1. - Rt -, E f. R41 � R-d r R-IV Rill "r Y 1 — j�-4 _ =` HALL R-i y- � P Ird �8 RI R-H CSC P - - - HS RII Rt GB -R- ` p _R!_ „ R-f R-II LB - \' R-III E p4 �'- R-i R-111 RB R-tl : ;. ` ". R Ili R! _11 R-1 t.zl, P-III CSC/Gt3/ tit _ R-111 R 1 _;—_ + R-' - P - - P Ral ESE P c R-11 R-11 '^ �. R-II Rif ;.,• LB R-;Ir �`B � R! '�'ri --�; CSC - � tl : ~ .. _=RI J � J n z R- ,'` L13 LB = R-I P % S :� R-I s R-I R-I : ' P R-1 R-11 P R-11 F `� R.R1 R-Il ` 33 R-1 R-!I p f 4 I r4 I .K•. �...... R-II R-!I —_P r , _ - Gaol-EA 1i ire ,� . 9a.. � _ _ �� • TEN W l E 5 49 a `\\ G B L I LI 74- CENTERLi PD ! 74-CK,, Kt's ty PD Pi,- T 9-5 PARK l> 4 LI �. NQ' , \J Q LI trnE - oe i W KELr / � lLI - Q EAGANDALE C,�fv'�'ER 1 Q �N i?4�t ti L�--�F LF LONE OAK ROAD A ,7PPL -Np GB OME.S7 L1 R-i R-4 A EA �NDALE "ter- R ` LI - J S POSTAL L SERviCE ,� . R-3 LI - 1 .. 1 LIE 9 + � R - 4 R� Li- : UNTE : . / iNMS TRiAL PAP CHARLES OLSON AND SONS CONDITIONAL USE PERMIT FOR OUTSIDE STORAGE The public hearing regarding the application of Charles Olson and Sons for conditional use permit for outside storage to allow approximately 21,600 square feet of outside storage at 2745South Lexington Avenue was next con- vened. Mr. James Lilly appeared for the applicant and indicated that Charles Olson will lease the former Warner Hardware property on Lexington Avenue. The purpose will be for the storage of custom outfitted trucks and equipment. All parking stalls will be on the south side of the building and the proposed storage is currently asphalt surfaced. There were no objections to the appli- cation and it was further noted that access will be from the future frontage road on the west side of I-35E. It was suggested that cross sections from I- 35E and from the ramps be acquired showing the proposed storage but it was noted that no elevations of I-35E had been acquired by the City at the present time. Hall moved, Wilkins seconded the motion to recommend approval of the application subject to the following conditions: 1. Storage of material within the area shall be limited to ten (10) feet in height. 2. Only materials or equipment related to the operations of occupants of the building on this site shall be permitted in the outside storage area. 3. A ten-foot chain link fence will encircle the area proposed for outside storage. 4. All currently existing parking stalls in the front of the building would remain. 5. A landscaping plan which provides shrubbery around the perimeter of the site (on the outside of the fence) shall be approved by the staff and implemented by the applicant within one year of the conditional use permit date of issuance or adequate landscape bond shall be provided. 6. The conditional use permit shall be approved for an indefinite period of time provided the conditions herein are met at all times and all provisions of other City ordinances pertaining thereto are also met. All voted yes. 9q 0 0 Agenda Information Memo June 12, 1981 Page Twenty-Three TRANSFER-OF- ON-SALE- LIQUOR LICENSE -- RUPERT'S B. Jerome Cassidy for Transfer on On-Sale Liquor License for Rupert' s -- C & L, Inc. , of 4185 South Robert Trail , is proposing to purchase Rupert ' s , formerly Le An' s Restaurant, located T.H. 3 in the City of Eagan. The copy of articles of incorporation, the on-sale intoxicating ligtior license bond and all insurance binders have been received and are in order for consideration. The investigation, application and personal information has also been completed and received by the City of Eagan. For a copy of the personal information, on-sale liquor license application and Chief of Police DesLauriers ' investigation, refer to the information without page number found in each City Council packet. ACTION TO BE CONSIDERED ON THE MATTER: To approve or deny an on- sale liquor license to C & L, Inc. , to operate an on-sale liquor license business with a restaurant in the establishment formerly referred to as Rupert' s and LeAn' s. FINAL- PLAT -- WEDGEWOOD ADDITION C. Final Plat for Wedgewood Addition -- The final plat for Wedge- wood Addition is in order for consideration. The development agree- ment and all pertinent agreements have been fully executed by the developer and City of Eagan. A copy of the final plat is enclosed on pages/01.10Z for your review. ACTION TO BE CONSIDERED ON THE MATTER: To approve or deny the final plat for Wedgewood Addition. /a o o . I H1f105 __. it'!s. '.",..' -_: Nt• --i61i[I- _ � W Na 009Hfa IM W Oil W1 - •� _utN_ r- I � Op•*z t_ f� O A � n X.r � �'h 1 ; W i R x 3 �; i " 1 e f cc 5 we � IIe J � a ; a rs �. i I? 333 s co - _�S€2 f :i:f�1:1 `� k. t I 2 J D •f i 3 :i Y`�.l.ztF,�isFa!• 1 , !. 1, r '�, ! 'r 1: 3 is Or � E �.,.:• sir _ p ^ Fzg�r ae, a _� r E.� E _:_ r- g ;Is!!e PY3�Y:€E; :r= - i3 iCr ?y 1 ( ( €sem! t� �"•:: E il� ��� pi ;' 1, � p S � t ay - — � 1 —'JN1 HDiVW- imino a 7 -- t.tt.a.�■ i.». .. y Q R` b. 'Q L., aoca J •*s M.:a;" t� i" p �:+ •` 1w,A g ��'�� i r i b ��.•a• �.���•°i x cc UJ - , . • . a•..w,iq+ 40 t Z U 9 $ • IC i,��`+i,• fiom a aVia y y ' e k �J 7 C; o A 0. %• a M 3 K�aDwoa I �—u.•u.'w aw•ii>t•iwa w.aia'wi ur _ � +� rM I.orUoa ..i R faGWpa �, ,•a ��z f. + r I f , 5: it's• £'a CSD ;t m i, t L ,; .. $1 L____1_Ii M.O• KlP wF _. _ e �'-- i y, Y • awt'a•a• 'ii 1 uwn•t p� wan w•!nN Y d MM y I ---- w.1 `110Y1 wr•• --$ }-� 0 .-� i ..4 _ �.^ 000• ag1...O ISI --'�+.�a�—/- 8 = I I it r'u iw a'an.a'.ww.iiw•tn un Y" ,'k °b 1}4 W8� 8''�t0'. - c:a:— �• . w . 020:. ,. R N ( 1 S •'•••v .i B OtaO}tliltN � .J• x•��4' A yl� i.i red r _. ip ," wa••i-Y .K.KJt.I'p lii •" .iM• ' .' �� 4 =� S H �p FO •w`w+ � x .k 1•a�`. Y�y�"•.o � {y_tea iic+'•� Rf N Y�O��N4 f('�''' � • •-oouor,.r 1 R, C O'• o<r.c Y '..+A L.. '�' 6 / Vii fi..r-•� ''�h A; N Q e+.+i ' �. }'"� 8:'��Z(( Z f I A w�P1iV»� a'n`{e.e,�l,A B me,�A�i r • � � '� 5r; tt ', YY__ F__ a yti RN .�^ 3 i: ; -a•u. ,"-.,rya• ! w�'_ : t cc.o.ai• ry G in1M � n a io lC t J �. ti.mir.s�'�� t ra•n iii.eo. +g «w n r -*. R +''�ni.aa t°RS. Y lua,y • t . n i '.'. �' �W �' A A g •s°0'.d i' LIN— i-V i Y a-� ; ► r CO 8 R ,cv r vg­ O �. ibq h1u o 8 f' tm,.a' pCO - b ' A -«oi m.� A '�•� i�"'-:i•• t rit•odi O � OI �. I -•••t.i�.• sJ s: O,* ••a• � �a.ry�� p_i a"'+"'!�� 8 ..rn.b.ei `t r;1"•". p '�"�li�' F yt•�. .► � i ei•ooh � � g ., • •�-'•w'� I t-`{" r° p�� Y 8 •�•'�'d r• ' ♦ Ml w.r+a� � oa•p ex �O}p`fi Cr v .--'tY+r r +7"�, •' _O � ,x i.ci ws• + iti I•• a �a .. : Oc u}W .eU � vcf0 � `b.• ~C _��� 'b _N i a 1 •t.«� 9 ': 66 w; I \ +`�' •'�.,,•'�;C" ! �'••t„'`, R'Sr. •a }' �, �.ae'�t,. f e 1, A71 .Fe •:; _ Roars L*»' � "'��'yv roi`_ cy.. R {; X a • i Agenda Information Memo June 123, 1981 Page Twenty-Four 1r 1 CONTRACT 80-25 A. Contract 80-25, Receive Bids/Award Contract for Wescott Road Streets and Utilities -- At 10: 30 a.m. on Thursday, June 11 , the official bid opening was held at City Hall for the construction of Wescott Road from Denmark Avenue to Lexington Avenue. These bids will be reviewed for accuracy and the Director of Public Works will make a recommendation at the meeting on Tuesday. A copy of the bid tabulation sheet is enclosed on page �0�} ACTION TO BE CONSIDERED ON THE MATTER: To receive the bids and award the contract to the lowest responsible bidder for Contract 80-25 (Wescott Road) . �0 � • i OUR F;LE so. 491.84 ENG. EST. $553 ,000.00 - (+24%) FEASIBILITY REPORT: $454;333.00 - (+8%) LOW BID: $417,972= 35 WESCOTT ROAD MSAP NO. 195-106-03 CITY CONTRACT 80-25 UTILITY & STREET IMPROVEMENTS PROJECT NO. 305 EArAN, MINNESOTA BID TIME: 10-30 A.M. , C.D.S.T. BID 17ATE•Thursday, June 11, 1981 CONTRACTORS TOTAL BASE BID 1. Fischer Construction Co $417,972.35 2. Enebak Construction Co 419,105.10 3. Husting & Engstrccn 432,406.73 4. McNamara vivant Contracting 433,949.40 5. Hardrives Inc. 457,884.24 6. Orfei & Sons, Inc 4741790.82 7. Richard Knutson Inc 479,843.70 8. Nodland Associates Inc 4871407.40 9. Wangerin Inc 496,804.31 10. Progressive Contractors Inc 507,022.49 11. Bituminous Roadways Inc NO BID 12. Fraser Construction Co NO BID 13. B-Tu-Mix Construction Co NO BID 14. O & P Contracting NO BID 15. Shafer Contracting Co NO BID 16. Alexander Construction Co NO BID 17. Parrott construction co NO BID 18. D L R Construction Co NO BID 19. E & H Earth Movers Inc , ! NO BID ENGINEER'S ESTIMATE------------ $553,000 T t 104 Agenda Information Memo June 12 , 1981 Page Twenty-Five CONTRACT 81-3 A. Contract 81-3, Receive Bids/Award Contract for Burr Oak Pond -- At 11 :00 a.m. on Thursday, June 11 , the official bids were received and opened at City Hall. These bids will be reviewed for accuracy and the Director of Public Works will make a recom- mendation at the meeting for the four projects contained under this contract number. A Copy of the bid tabulation sheet is enclosed on page ACTION TO BE CONSIDERED ON THE NATTER: To receive the bids and award the contract to the lowest responsible bidder for Contract 81-3. Special Note: This contract includes the Burr Oak Road Outlet, T.H. 55 Pond Outlet, Yankee Square Shopping Center and Joyce Addition. I o _� . • ENG. EST. : $342 ,000.00 (+13. 7%) FEASIBILITY REPORT: $365 ,970.00 (+19. 3%) OUR Fr LE NO. 4921' LOW BID: $295 ,156.40 BUR OAK POND ETC. CTTY CONTRACT 81-3 STORM SEWER IMPROVEMENTS UTILITY & STREET IMPROVEMENTS PROJECT Nc,S. 319, 1823, 318, 327A EAGAN, MINNESOTA BID TIME- 1100 A .M. , C,D,S .T, BID DATE- Thursday, June 11, 1981 i CONT. C' RS TOTAL PROJECT BTD 1. Parrott Construction Co. $295,156.24 2. Crossings Inc 327,460.00 9 3. Encon Utilities Inc. 329,655.00 4. Fredrickson Exca,,ating Co i �! 334,453.00 5. Austin P Keller Construction 361,494.50 6. Pickard Knutson Inc 374,365.75 7. Or`ei & Sons Inc 378,114.87 8. Nodland Associates Inc 390,000.00 9. Fraser Construction Co NO BID 10. Northdale Construction Co NO BID 11. Thor-as tiicnt7criery Construction Co NO BID 12. H B H Construction Inc NO BID EN,',!NEER'S ESTr"A:'E--------------- _ $342,000 t 106 w r x-` Agenda Information Memo June 12 1981 Page Twenty-Six BUILDING PERMIT FEE SCHEDULE C. Building Permit Fee Schedule -- The Building Permit Fee Schedule as proposed at the June 2, 1981 City Council meeting is in order for consideration. At the last City Council meeting, direction was given to prepare an example of a residential building permit for a home with a building permit valuation of $50,000. This building permit fee is to cobsider all the costs paid by a resident or builder in addition to the building permit fee which relates to Ordinance #36. The following is a breakdown of the actual permit schedule as requested by the City Council : $50,000 Valuation Single Family Dwelling Present Proposed Permit Fee $__f 0 $$3.�0 St. of Mn. Surcharge 25.00 25.00 Plan Check 70.25 141 . 50 Sewer Availibility Charge 525.00 525.00 Water Availibility Charge 335.00 335.00 Road Unit 185.00 185.00 Water Meter - - 60.00 _ 60.00 $1 ,340. 75 $1 ,554. 50 The portion proposed is the actual building permit charged that relates to the City' s enforcement of the uniform building code which currently the City is charging at the 1964 table and is pro- posing to update that particular charge. ACTION TO BE CONSIDERED ON THE MATTER: To approve or deny the increase in the proposed building permit charge. 1980 AUDIT REPORT D. 1980 Audit Report -- The Director of Finance and City Adminis- trator have received the 1980 Audit Reports and have reviewed the documents in detail with the City' s auditors. The Director of Finance and City Administrator are recommending that the 1980 audit report and financial statements be accepted by the City Council . Formal approval of the audit report by the City Council is tradi- tional . The City Administrator will respond to any questions or general comments the City Council might have regarding the audit report. Enclosed without a page number in each City Councilmember' s packet is a copy of the audit report. ACTION TO BE CONSIDERED ON THE MATTER: To accept the 1980 Audit Report as prepared and presented by Wilkerson, Guthman & Johnson. ��7 Agenda Information Memo June 12 , 1981 Page Twenty-Seven CONTRACT 80-7 E. Contract 80-7, Terminate Contract/Authorize Claim -- Swede Erickson, Inc. , the contractor for the installation of utilities in the Windcrest, Duckwood Trail and Windtree Additions has not been able to complete the project by the required completion date which will adversely affect the subsequent street contract already awarded. Therefore, upon recommendation of the City Attorney, it is recommended that the City Council take formal action to ter- minate the contract and authorize the staff to file a claim for uncompleted work and the assessment of liquidated damages: The certified notice of termination has been .forwarded to the contractor at this time. However, this should be reinforced by official Coun- cil action should legal proceedings be required. ACTION TO BE CONSIDERED ON THE MATTER: To authorize termination of the Contract 80-7 for Windcrest, Duckwood Trail and Windtree Addition utilities. CONTRACT 80-18 F. Contract 80-18, Terminate Contract/Authorize Claim for 1980 Sealcoating -- During the sealcoating project of 1980, the con- tractor failed to complete all portions required under the plans and specifications. In addition, the majority of the work that was completed has been found to be unsatisfactory within the one (1 ) year guarantee period. The contractor has previously indicated that he would return to correct any problems and complete the pro- ject. However, this contractor has gone bankrupt and the City is starting to receive claims from the suppliers for the material used. Therefore, staff is requesting Council authorization to terminate this contract and file the appropriate claims against the bonding company to insure that the project is completed and that non-acceptable work is corrected. ACTION TO BE CONSIDERED ON THE MATTER: To authorize the termination of Contract 80-18 ( 1980 Sealcoating) and processing of claims as necessary. CONTRACT 81-1 G. Contract 81-1 to Approve Plans and Specifications for Galaxie Avenue Grading and Utilities -- Due to the progression of the con- struction of I-,35E from the southwest corner of the City, it is necessary to relocate Galaxie Avenue from the present intersection with Cliff Road easterly to the existing intersection of Blackhawk Road. In addition, the City must install whatever trunk utilities crossings are proposed through the freeway alignment prior to its ion Agenda Information Memo June 12 , 1981 Page Twenty-Eight construction. These trunk crossings are also necessary to provide service to the westerly portion of Ridgecliffe 1st Addition. The City will be performing the grading and relocation of Galaxie Avenue for MnDOT in conjunction with our utility crossings. This reloca- tion grading is subject to federal aid funding and requirements ; and, therefore, it is necessary for the City Council to pass a formal resolution approving the plans and specifications . The resolution, a -copy of which' is enclosed on page ©- , will be incorporated in an agreement to be presented for ocial action at a future date. Authorization to advertise for bids will be requested when the agreement is brought back to a City Council meeting in the future. ACTION TO BE CONSIDERED ON THE MATTER: To pass a resolution approving the plans and specifications for Contract 81-1 (Galaxie Avenue Grading and Utilities) and authorize the Mayor and City Clerk to execute said resolution. 1�� CITY OF EAGAN RESOLUTION CONTRACT' 81-1 - APPROVE PLANS AND SPECIFICATIONS GALAXIE AVENUE RELCCATION-GRADING AND UTILITIES r WHEREAS, MnDOT is required to relocate the existing Galaxie Avenue south of County Road 32 (Cliff Road) prior to construction of the interchange of I-35E with Cliff Road (County Road 32) ; and, WHEREAS, the City of Eagan must provide for utility crossings under I-35E prior to its construction; and WHEREAS, the extension of these trunk utilities will be within the proposed alignment of the relocated Galaxie Avenue; and WHEREAS, it is the best interests of both MnDOT and the City of Eagan to perform the grading, relocation and utility construction under one contract; and WMMREAS, it has been mutually agreed that the City will act as the con- tracting agent for this construction work; and WHEREAS, the City of Eagan has ompleted the preparation of detailed plans and specifications for this construction work under City Contract 81-1; NOW THEREFORE, BE IT RESOLVED that the City of Eagan hereby approve the detailed plans and specifications for Contract 81-1 as subnutted to and reviewed and approved by MnDOT. DATED: CITY COUNCIL CITY OF EAGAN THOSE VOTING IN FAVOR: , AGAINST: Attest: By: By: E. J. VanOverbeke, City Clerk Beatta Blanquist, Mayor State of Minnesota CERTIFICATICN County of Dakota City of Eagan I hereby certify that the foregoing Resolution is a true and correct copy of a resolution adopted by the City Council of the City of Eagan at a regular meeting of June 16, 1981 E. J. VanOverbeke, City Clerk - - Ila 0 Agenda Information Memo June 12 , 1981 Page Twenty-Nine STOP SIGN -- DONALD AVENUE 14, Stop Sign Request for Donald Avenue and Donald Court-- Enclose on page 117 is a copy of a letter that was received from Mr. Ronald K at_z of 3371 Donald Avenue requesting installation of a stop sign on Donald Avenue and Donald Court. A review of this request by the Public Works Director results in a recommendation of denial based on insufficient warrants being met requiring the installation of a three-way ' stop sign at this intersection. It appears that the reason for the request is based on a concern for the speeds on Donald . Avenue along with a request to have the speed limit reduced to 20 miles per hour. It should be noted that state law prohibits an enforceable speed limit to be posted below 30 miles per hour. ACTION TO BE CONSIDERED ON THE MATTER: To receive the petition for a stop sign on Donald Avenue and Donald Court and either approve or deny this request. a�P � .�Ta fl /6� Soaz AZ CIT 4td/ZnI, oij AAI le/ lw�, -4 --- JAC, _ AtACA, ��J Ah� lllaU�l OAt&, c", *ZV-,/ 144 4_ oLtaLG.e, Agenda Information Memo June 12, 1981 Page Thirty CPA TRANSMISSION LINE I. Cooperative Power Association Transmission Line Alignment - CPA is proposing to extend additional transmission lines through the City of Eagan to provide additional service required by the continued growth of the City. These transmission lines will be a 69KV power line proposed to be constructed from Deerwood/Blackhawk Road Substation to LeMay Labe/Yankee Doodle Road Substation. This will require the installation of a major overhead transmission line easterly along Deerwood Drive to Pilot Knob Road, thence north to Wescott Road then easterly to Lexington Avenue. The City staff has concerns pertaining to a high transmission overhead power line along the east side of Pilot Knob Road and the south side of Wescott Road which would be adjacent to the frontage of the new Dakota County Library site, the future Eagan City Hall and future City Community Center site. These transmission lines will consist of approximately 45 foot tall steel poles with three singular insulator supports for the main transmission lines with minor underbuilt for required smaller distribution lines. Discussions with CPA indicate that it is cost prohibitive to bury these high voltage transmission lines, hence the overhead proposal . In order to pro- ceed along the alignment, they will require an easement dedication of the easterly twenty feet of the City of Eagan' s 40 acres at the corner of Wescott and Pilot Knob Road. Along Wescott Road, CPA will be in the existing right-of-way. The staff would like to receive some comment and input from the Council as to the pro- , posed alignment of this major overhead facility and consideration of a possible alternative alignment continuing east along Deerwood Drive through Patrick Eagan Park and thence north along Lexington Avenue. Any other suggested alternatives would be appreciated for staff contact with CPA. CPA will be reluctant to change their proposed relocation due to the costs involved in preparation of easement documents and surveys to date. No specific action is required on this item other than general comments the staff can use in working relationships with the CPA staff. It is anticipated that the easement request will be coming in the near future. City Administi4tor ��3