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02/15/1994 - City Council RegularAGENDA REGULAR MEETING EAGAN CITY COUNCIL EAGAN, MINNESOTA MUNICIPAL CENTER BUILDING FEBRUARY 15, 1994 6:30 P.M. I. 6:30 - ROLL CALL & PLEDGE OF ALLEGIANCE (BLUE) II. 6:30 - ADOPT AGENDA & APPROVAL OF MINUTES (BLUE) III. 6:35 - VISITORS TO BE HEARD (10 MINUTE TOTAL TIME LIMIT) IV. 6:45 - DEPARTMENT HEAD BUSINESS (BLUE) V. VI. PARKS & RECREATION DEPARTMENT Direction/Architectural Selection Process, Civic Arena Project 6:55 - CONSENT AGENDA (PINK) LICENSES, Plumbers GAMBLING Permit, Minnesota Valley Humane Society, Valley Lounge Premises PREMISES Permit, Renewal for Knights of Columbus #7604, Richard's Food and Liquor Premises PREMISES Permit, Renewal for Eagan Lions Club, Cedarvale Lanes MASSAGE Therapy Establishment Business License, Kokomo Tan, 1960 Cliff Lake Road, #108 MASSAGE Therapy License, Susan Stearns, Kokomo Tan PROCLAMATION, Volunteers of America Week, March 6-13, 1994 APPROVE Waiver of Interest and Penalties on Special Assessments, Fish and Wildlife Service Property APPROVE 1993 General Fund Budget Adjustments and 1993 and 1994 Special Revenue Fund Budgets EXTENSION for Recording Final Plat with Dakota County, Johnston Addition (Coca Cola Bottling) LICENSE, Non -Intoxicating Malt Liquor License at Cub Foods, 1940 Cliff Lake Road, Change in Name of License Holder PROJECT 667, Receive Report/Order Public Hearing (Cedarvale Drive - PROJECT 638, Receive Report/Order Public Hearing (Yankee Doodle Road - AMENDED Legislation, Cedarvale Special Service District No. 1 CONTRACT 92-11, Approve Final Payment/Authorize City Maintenance Addition - Streets and Utilities) 7:00 - PUBLIC HEARINGS (SALMON) Reconstruction) Reconstruction) (Lakeview Trail PROJECT 646 (Blue Cross Road - Street Reconstruction & Trailway Improvements) PROJECT 647 (Englert Road -Streets and Utilities) PROJECT 660 (Wilderness Run 1-4 Additions - Street Restoration) VII. OLD BUSINESS (ORCHID) \�° A. ORDINANCE Amendment, Chapter Two, Administration and General Government, Section 2.11 P Regarding Salary of Mayor e,t1:38. LICENSES, On -Sale Liquor, Availability & Criteria t 3..„ \ C. RATIFICATION, Municipal Center /Police Facility VIII. NEW BUSINESS (TAN) c. (j4A. SPECIAL USE PERMIT, Target Stores, Inc., to allow a temporary greenhouse located at 2000 Cliff Lake Road l a- B. REZONING, Northwestern Mutual Life Insurance Company, of approximately 5.8 acres from NB (Neighborhood Business) and GB (General Business) to a PD (Planned Development) district located along the west side of I -35E south of Lone Oak Road in the NE 1/4 of Sec 10 e( c C (C. PRELIMINARY PLAT, Eagandale Lemay Lake Fourth Addition /Northwestern Mutual Life Insurance Company, consisting of two lots on approximately 5.8 acres located along the west side of I -35E south of Lone Oak Road in the NE 1/4 of Sec 10 I%. R. p.119 A. RESOLUTION, City of Red Wing �� - B. FEDERAL ISSUE, Policy Priority Survey RI. ADMINISTRATIVE AGENDA (GREEN) ADDITIONAL ITEMS (GOLD) LEGISLATIVE /INTERGOVERNMENTAL AFFAIRS UPDATE (GREY) VISITORS TO BE HEARD (for those persons not on agenda) ADJOURNMENT The City of Eagan is committed to the policy that all persons have equal access to its programs, services, activities, facilities and employment without regard to race, color, creed, religion, national origin, sex, disability, age, marital status, sexual orientation, or status with regard to public assistance. Auxiliary aids for persons with disabilities will be provided upon advance notice of at least 96 hours. If a notice of less than 96 hours is received, the City of Eagan will attempt to provide such aid. MEMO TO: HONORABLE MAYOR AND CITY COUNCILMEMBERS FROM: CITY ADMINISTRATOR HEDGES DATE: FEBRUARY 11, 1994 SUBJECT: AGENDA INFORMATION FOR THE FEBRUARY 15, 1994 CITY COUNCIL MEETING END *P #)R M After approval is given to the February 15, 1994 City Council agenda and the regular meeting minutes for the February 1, 1994 City Council meeting, the following items are in order for consideration. 1 CIVIC ARENA ARCHITECT SELECTION Item 1. Direction /Architectural Selection Process, Civic Arena Project -- Enclosed on page a is a memorandum from the Parks and Recreation Department requesting direction concerning the Civic Arena architect selection process. The Council had previously received a background memorandum with alternatives in an informative packet and staff is requesting authorization to proceed with the process outlined as Alternate 2 in that memo. In addition, staff requires additional direction at this time relative to the wading pool and whether the Council wishes schematic designs to include proposed future phases of the recreational facility or the Civic Arena only. Additional information with respect to these items will be provided by the Parks and Recreation Director at Tuesday's meeting. ACTION TO BE CONSIDERED ON THIS ITEM: 1) To authorize staff to proceed with the selection process for a Civic Arena architect as defined by Alternate 2 of the informational memorandum in this regard, 2) provide direction relative to the wading pool and 3) provide direction as to the need for schematic designs of future phases of the recreational facility. MEMO city of eagan DATE: FEBRUARY 10, 1994 TO: TOM HEDGES, CITY ADMINISTRATOR FROM: KEN VRAA, DIRECTOR OF PARKS & RECREATION SUBJECT: CIVIC ARENA PROJECT ISSUE The issue before the City Council relates to the direction of the Civic Arena project. Specifically, (1) authorize staff to proceed with selection of an architect under Alternate 2 as described in the memorandum the Council received on February 4 in their informative packet; (2) provide direction relative to the wading pool; and (3) direction as to need for schematic design services to cover proposed future phases of the recreational facility in conjunction with the Civic Arena project. PACKGROUND As previously mentioned, staff reviewed a number of these items in its memorandum to the City Council distributed with the informative packet last week. Staff is also asking the Council if there are any architectural firms that they would like us to have selected for interviews. Staff has had a number of calls from architects after the recent newspaper article indicating that the City was going to be hiring an architect for this project. Finally, staff would like to know if any members of the City Council would like to sit on the interview panel. Staff would also like to recommend that Gary Pietig, resident of the community and the ice arena manager for Apple Valley, be a part of that selection committee and be involved in the architectural design and review process. KV /Ik L3/HEDGES.CN Agenda Information Memo February 15, 1994 City Council Meeting There are fifteen (15) items on the agenda referred to as consent items requiring one (1) motion by the City Council. If the City Council wishes to discuss any of the items in further detail, those items should be removed from the Consent Agenda and placed under Additional Items unless the discussion required is brief. PLUMBERS' LICENSES A. Licenses, Plumbers—The City Code requires that all plumbing contractors oper within the City of Eagan be licensed on at least an annual basis. Enclosed on page are those contractors whose applications are in order for consideration at this time. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the plumbers' licenses as presented. PLUMBER LICENSES FOR APPROVAL - YEAR 1994 1. BREDAHL PLUMBING, INC. 2. J L B PLUMBING, INC. 3. JAVENS MECHANICAL CONTRACTING CO. 4. KLAMM MECHANICAL CONTRACTORS, INC. 5. LBP MECHANICAL, INC. 6. MCDONALD PLUMBING SYSTEMS, INC. 7. MCGUIRE & SONS PLUMBING & HEATING, INC. 8. SMISEK'S 9. TIM'S QUALITY PLUMBING 10. UNITED WATER & SEWER CO. 11. WIDMER, INC. For February 15, 1994 City Council Meeting Agenda Information Memo February 15, 1994 City Council Meeting GAMBLING PERMIT/MINNESOTA VALLEY HUMANE SOCIETY B. Gambling Permit, Minnesota Valley Humane Society, Valley Lounge Premises --An application has been received of the Minnesota Valley Humane Society for a gambling permit to conduct pull-tab operations at the Vey Lounge. A copy of the resolution relative to this application is enclosed on page . A copy of the application is enclosed without page number. ACTION TO BE CONSIDERED ON THIS ITEM: To approve a gambling permit for the Minnesota Valley Humane Society for the Valley Lounge premises as presented. s Motion made by: Seconded by: Those in favor: Those against: RESOLUTION CITY OF EAGAN GAMBLING PERMIT FOR MINNESOTA VALLEY HUMANE SOCIETY VALLEY LOUNGE PREMISES WHEREAS, the Minnesota Valley Humane Society has applied for a gambling premise permit to conduct a pull tab operation at Valley Lounge, 3385 Sibley Memorial Highway; and WHEREAS, the Eagan Police Department has reviewed the application and has not identified any reason to deny; and WHEREAS, the Minnesota Valley Humane Society has had a pull tab operation at LaFondas de los Lobos since May 20, 1992, with no reported problems; NOW, THEREFORE, BE IT RESOLVED that the City of Eagan, Dakota County, Minnesota, hereby approves the Minnesota Valley Humane Society application to conduct a pull tab operation at Valley Lounge, 3385 Sibley Memorial Highway. By: CERTIFICATION (0 CITY OF EAGAN CITY COUNCIL Its Mayor Attest: Its Clerk I, E. J. VanOverbeke, Clerk of the City of Eagan, Dakota County, Minnesota, do hereby certify that the foregoing resolution was duly passed and adopted by the City Council of the City of Eagan, Dakota County, Minnesota, in a regular meeting thereof assembled this 15th day of February, 1994. E. J. VanOverbeke, City Clerk Agenda Information Memo February 15, 1994 City Council Meeting GAMBLING PREMISES PERMIT /KNIGHTS OF COLUMBUS #7604 C. Premises Permit, Renewal for Knights of Columbus #7604, Richard's Food and Liquor Premises—An application has been received of the Knights of Columbus Council #7604, to conduct a pull-tab operation at Richard's Food and Liquor. The Knights of Columbus have previously held a gambling Aicense at this location. A copy of a resolution relative to this item is enclosed on page . A copy of the application is enclosed without page number for your review. ACTION TO BE CONSIDERED ON THIS ITEM: To approve a premises permit renewal for the Knights of Columbus Council #7604 at Richard's Food and Liquor as presented. PREMISE PERMIT RENEWAL FOR KNIGHTS OF COLUMBUS #7604 ON RICHARD'S FOOD & LIQUOR PREMISES WHEREAS, the Knights of Columbus #7604 conducts a pull tab operation at Richard's Food & liquor, 4185 South Robert Trail; and WHEREAS, the Eagan Police Department has reviewed the renewal application and has not identified any reason to deny; and WHEREAS, the Knights of Columbus #7604 held a gambling premise at the above location from May, 1988 to July, 1989 and since April 1992, with no reported problems; NOW, THEREFORE, BE IT RESOLVED that the City of Eagan, Dakota County, Minnesota, hereby approves the Knights of Columbus #7604 premises permit renewal application on Richard's Food & Liquor premises. Motion made by: Seconded by: Those in favor: Those against: RESOLUTION CITY OF EAGAN CERTIFICATION I, E. J. VanOverbeke, Clerk of the City of Eagan, Dakota County, Minnesota, do hereby certify that the foregoing resolution was duly passed and adopted by the City Council of the City of Eagan, Dakota County, Minnesota, in a regular meeting thereof assembled this 15th day of February, 1994. c?/ CITY OF EAGAN CITY COUNCIL By: Its Mayor Attest: Its Clerk ' E. J. VanOverbeke, City Clerk Agenda Information Memo February 15, 1994 City Council Meeting PREMISES GAMBLING PERMIT/EAGAN LIONS CLUB D. Premises Permit Renewal for Eagan Lions Club, Cedarvale Lane - -An application has been received of the Eagan Lions Club for a premises permit to conduct pull-tab gambling at Cedarvale Bowl. The Lions have previously held a permit at this location. A copy of the resolution relative to this item is enclosed on page �. A copy of the application form is enclosed without page number for your review. ACTION TO BE CONSIDERED ON THIS ITEM: To approve a premises permit renewal for the Eagan Lions Club pull -tab operation at Cedarvale Lanes as presented. Motion made by: Seconded by: Those in favor: Those against. RESOLUTION CITY OF EAGAN PREMISE PERMIT RENEWAL FOR EAGAN LIONS CLUB ON CEDARVALE BOWL PREMISES WHEREAS, the Eagan Lions Club has applied for a premise permit renewal for a pull tab operation at Cedarvale Bowl, 3883 Beau d'Rue Drive; and WHEREAS, the Eagan Police Department has reviewed the application and has not identified any reason to deny; and WHEREAS, this is a renewal of an existing premise permit; NOW, THEREFORE, BE IT RESOLVED that the City of Eagan, Dakota County, Minnesota, hereby approves the Eagan Lions Club application for premise permit renewal at Cedarvale Bowl, 3883 Beau d'Rue Drive. CERTIFICATION I, E. J. VanOverbeke, Clerk of the City of Eagan, Dakota County, Minnesota, do hereby certify that the foregoing resolution was duly passed and adopted by the City Council of the City of Eagan, Dakota County, Minnesota, in a regular meeting thereof assembled this 15th day of February, 1994. CITY OF EAGAN CITY COUNCIL By: Its Mayor Attest: Its Clerk E. J. VanOverbeke, City Clerk Agenda Information Memo February 15, 1994 City Council Meeting MASSAGE ESTABLISHMENT BUSINESS LICENSE/KOKOMO TAN E. Massage Therapy Establishment Business License, Kokomo Tan, 1960 Cliff Lake Road, #108—An application has been received of Kokomo, Inc., for the above referenced license to permit therapeutic massage to be administered at the Kokomo Tan location at the Cedar Cliff Shopping Center. A copy of the Police Department's license application report is also enclosed without page number for your review. The Police Department has not identified a reason to deny the license. Under the current City Code, health care facilities may provide therapeutic massage by licensed therapists but non - medical facilities require a separate business license. That is the case with Kokomo Tan. ACTION TO BE CONSIDERED ON THIS ITEM: To approve a massage therapy establishment business license for Kokomo Tan at 1960 Cliff Road, #108 as presented. Agenda Information Memo February 15, 1994 City Council Meeting MASSAGE THERAPY LICENSE /SUSAN STEARNS F. Massage Therapy License, Susan Stearns, Kokomo Tan—An application has been received of Susan Stearns for the above referenced license to permit her to provide therapeutic massage at the Kokomo Tan location identified in the previous business item. A copy of the application is enclosed without page number for your review. A copy of the Police report relative to this application and the previous one is enclosed without page number for your review as well. The Police Department has identified no reason to deny this license to Ms. Stearns. ACTION TO BE CONSIDERED ON THIS ITEM: To approve a massage therapy license for Susan Stearns at Kokomo Tan at 1960 Cliff Lake Road, #108 as presented. Agenda Information Memo February 15, 1994 City Council Meeting VOLUNTEE ' OF AMERICA WEEK PROCLAMATION G. Proclama on, Volunteers of America Week, March 6 - 13,1994- Enclosed on pages through is correspondence received of James E. Hogie, Jr., on behalf of the Volunteers of America, requesting that March 6 - 13 be proclaimed Volunt ers of America Week for the reasons indicated. Also enclosed on pages through (is a copy of the proposed proclamation. l 3 ACTION TO BE CONSIDERED ON THIS ITEM: To approve the proclamation designating March 6 - 13, 1994, as Volunteers of America Week. The Honorable Thomas Egan Mayor of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mayor Egan: Respectfully yours, Enclosures (249144 . 4 / , ames E. HogiL, Jr. President VOLUNTEERS OF AMERICA MINNESOTA 5905 Golden Valley Road • Minneapolis, MN 55422-4490 • (612)546.3242 January 26, 1994 LS The Volunteers of America has been serving others for 97 years. Volunteers of America Week, March 6 -13, commemorates the founding of our organization on March 8, 1896. We are one of Minnesota's largest human service organizations. Year after year, more than 90k of every dollar we receive, we spend directly on program services...for the people we serve. Through the years, Volunteers of America has demonstrated it is a dynamic organization keeping pace with the everchanging world. We recognize the need for developing creative ways to solve problems and meet community needs for all members of our society. I hope you will recognize March 6 -13, 1994 as Volunteers of America Week and help us celebrate our 98th year of service, both nationally and in Minnesota. Your personal proclamation will be encouraging to those who receive services in Eagan, and its nearby communities. Your proclamation, along with other proclamations and letters will be duplicated and put into booklet form. A booklet commemorat- ing our 98th birthday will be placed in the reception area of each of our programs and senior dining sites. Something wonderful is happening in Minnesota, because of you! Your interest and support makes a significant impact on the success of our organization. And, as you know our success is measured through the lives of those we touch. ADULT SERVICES PROGRAM offers board and lodging homes for seniors, developmentally disabled, mentally ill, and /or chemically dependent adults. Telephone 1-495 -3344 BAR - NONE RESIDENTIAL TREATMENT CENTER provides services to boys who are emotionally and /or behaviorally disturbed. Telephone: 753 -2500 CHILDREN'S • EMERGENCY SHELTER offers social and educational services in a protective environment to children in crisis. Telephone: 753 -2319 CORRECTION GROUP HOMES offer a struc- tured therapeutic home environment for teenagers with a delinquent history. Telephone 546 -3242 FOSTER TREATMENT HOMES provide a supportive, directive environment for behavior- ally disturbed children and youth. Telephone: 546 -3242 HOME DELIVERED MEALS hot noon meals are delivered to shut -in seniors who are unable to prepare their own meals. Telephone: 546 -3242 IN - HOME FAMILY TREATMENT SER- VICES strengthens a family's ability to function and to resolve problems. Telephone: 546 -3242 PRINCETON HOME is a home for mentally disabled adults. Telephone: 1-495 -3344 REGIONAL CORRECTIONS CENTER is a jail, workhouse and work-release program for women. Telephone: 488 -2073 Volunteers of America Minnesota 1993 -1994 PROGRAM SERVICES RESIDENTIAL CENTER is a pre - release and work - release correctional program for men. Telephone: 721 -6327 RESPITE CARE for families of children who are handicapped with autism, autistic-like and /or developmental disabilities. Telephone: 546 -3242 SEMI INDEPENDENT LIVING SERVICES provide learning opportunities for individuals with special needs. Telephone: 1-495 -3344 SENIOR DINING PROGRAM serves hot noon meals at 45 community locations to anyone 60 years of age or older. Telephone: 546 -3242 SETTEVIG HOME is a hone for developmen- tally disabled adults. Telephone: 1-495 -3344 Si i i t.VIG TREATMENT CENTER FOR CHILDREN WITH SPECIAL NEEDS provides intensive treatment services for autistic, autistic -like and developmentally disabled children. Tekphone: 753 -2500 SHORT - TERM AFTERCARE prepares a child fora successful transition from treatment to home and community. Telephone: 753 -2500 SPECIALIZED BEHAVIORAL PROGRAM for boys with severe behavioral problems re- quiring secure supervision. Telephone: 753 -2500 STEVENCROFT residential care offering life coping skills training for developmentally disabled young adults. Telephone 644 -2514 SUPPORTED LIVING SERVICES PRO- GRAMS are provided for developmentally dis- abled adolescents and adults with special needs. Telephone: 1-495 -3344 VOLUNTEERS OF AMERICA ... was founded March 8, 1896 in New York City. Less than four months later services were begun in Minneapolis. VOLUNTEERS OF AMERICA, a national Christian human service organization, has a 97 year history of serving people in need; regardless of their race, color or creed. It seeks to develop programs in areas where human needs are not being met by existing services. VOLUNTEERS OF AMERICA staff is comprised of individuals who not only have administrative and/or professional social work expertise, but who also have a commitment to the Christian mission of the organization; the reaching and uplifting of all people. Last year, in addition to 330 staff, more than 1900 persons volunteered their talents to help enrich program services in Minnesota. VOLUNTEERS OF AMERICA, a 501(c) (3) organization, is eligible to receive tax deductible donations. VOLUNTEERS OF AMERICA meets all regulatory standards, publish an annual report, have a certified audit, and file with the Charities Division of the Minnesota Attorney General's Office. Mark T. Flaten, Chair James E. Hogie Jr, Pres Mary E. Adams Ronald E. Britz Katie Erickson Walter W. Faster James W. Feil Gordon M. Haga Peter L. Hauser Barbara A. King BOARD OF DIRECTORS (c. Ross E. Kramer William W. McDonald W. Lyle Meyer John T. Richter Erling W. Rockney William E. Sandvig Renee J. Tait Robert E. Van Valkenburg Dr. Harm A. Weber VOLUNTEERS OF AMERICA MINNESOTA DISTRICT OFFICE administrative, accounting, and development offices are located at 5905 Golden Valley Road, Minneapolis, MN 55422 -4490 (612) 546 -3242 CITY OF EAGAN PROCLAMATION VOLUNTEERS OF AMERICA WEEK MARCH 6 - 13, 1994 WHEREAS, the Volunteers of America, a Christian human service organization, is celebrating its 98th year of service to the people of Minnesota and the nation; it is therefore certainly appropriate for us, the City of Eagan to join in the observance of this milestone with the commemoration of March 6 - 13,1994 as Volunteers of America Week; and, WHEREAS, the Volunteers of America is making a valuable contribution by providing these services to adults and the elderly: 6 homes for mentally disabled, mentally ill, chemically dependent and /or elderly adults; congregate dining for seniors at 45 sites in Anoka and Hennepin Counties; home delivered meals for persons 60 years of age and over; semi - independent living services and supported living services; 3 housing complexes for families, the handicapped, and the elderly; and 4 long -term health care facilities; and, WHEREAS, the Volunteers of America provides these services for children and youth: 5 programs serving autistic, autistic -like, and /or developmentally disabled children and youth; a children's emergency shelter; in -home services; 52 foster treatment homes and correction group homes; a residential treatment center for emotionally handicapped boys; a specialized behavioral program for boys with severe problems; short- term after care for youth with special needs; and, WHEREAS, the Volunteers of America provides 2 correctional services: a pre- release and work - release correctional program serving men; and a women's jail, workhouse and work - release correctional program; and, WHEREAS, the Volunteers of America, through its dedicated staff and volunteers and the many people who help support their work through financial contributions make a significant impact on the lives of people in Eagan; and, WHEREAS, the Volunteers of America is commemorating its founding in 1896 and urges others to join them in bridging the gap between human needs and the resources of the public and private sector; NOW, THEREFORE, BE IT RESOLVED, that the City of Eagan does hereby proclaim the week of March 6 - 13, 1994, as Volunteers of America Week in Eagan; and, BE IT FURTHER RESOLVED, that copies of this proclamation be transmitted to the Volunteers of America as evidence of our esteem. Motion made by: Seconded by: Those in favor: Those against: Dated: Attest: CERTIFICATION a' CITY OF EAGAN CPTY COUNCIL By: Its Mayor Its Clerk I, E.J. VanOverbeke, Clerk of the City of Eagan, Dakota County, Minnesota, do hereby certify that the foregoing proclamation was duly passed and adopted by the City Council of the City of Eagan, Dakota County, Minnesota, in a regular meeting thereof assembled this day of , 1993. E.J. VanOverbeke, City Clerk City of Eagan Agenda Information Memo February 15, 1994 City Council Meeting WAIVER OF INTEREST AND PENALTIES /SPECIAL ASSESSMENTS H. Approve Waiver of Interest and Penalties on Special Assessments, Fish and Wildlife Service Property—On January 7, 1992, the title to parcel 10- 01800- 021 -57 (see map enclosed on page 22) transferred to the United States government. While the property is owned by the Federal Government it is managed by the U.S. Fish and Wildlife Service as part of the Minnesota National Wildlife Refuge. Since the property is in Federal ownership, it is exempt from real property taxes and special assessments. Consequently, the City has been asked to remove all assessments from the property so they will no longer constitute a lien on the property. Staff has taken the position that since these assessments were of record when the property was acquired they should be paid. This position is consistent with the legal interpretations we have received, however, since the property cannot go tax forfeit, we have no ability to force payment. In the letter enclosed as page p2 ( , the Fish and Wildlife Service has agreed to pay all principal on the assessments if the City will waive the interest and penalties which have accrued since acquisition of the property by the government. Total principal would amount to $4,731.97 while penalties and interest of $1,358.98 would be waived. Staff feels that given the circumstances this is a reasonable compromise. The City Council may recall that this is the property which Luther Stalland planned to develop into a mini- storage facility in about 1984. The development was not allowed because of the natural resources implications as determined by U.S. Corps of Engineers. ACTION TO BE CONSIDERED ON THIS ITEM: To waive penalties and interest of $1,358.98 and accept the settlement offer of the U.S. Fish and Wildlife Service on parcel 10- 01800-021-57. l� a� r IN REPLY REFER TO: FWS /ARW -RE United States Department of the Interior FISH AND WILDLIFE SERVICE Bishop Henry Whipple Federal Building 1 Federal Drive Fort Snelling, MN 55111 -4056 January 27, 1994 Mr. E. J. VanOverbeke Finance Director /City Clerk City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 -1897 Dear Mr. VanOverbeke: As discussed in our telephone conversation earlier today regarding the special assessments on parcel 10- 01800 - 021 -57, our attorneys have advised us we can pay the principal balance due. We cannot, however, be responsible for payment of any accrued penalties or interest and hereby request that the City of Eagan consider waiving those amounts. You indicated you would possibly be able to include this matter on the agenda of the City Council meeting on February 15. If you are successful in obtaining a waiver of the penalties and interest, please provide me a statement showing the total remaining principal balance due. Upon receipt of the statement, I will order a United States Treasury check for the full amount. As you pointed out in your letter of January 6, 1994, these special assessments should have been addressed when title transferred to the United States. Since that was not the case, we are attempting to be a good neighbor and to resolve the matter at this time. It is our policy to clear title to the lands we administer. If you have questions or need additional information, please contact me at 725 -3564. Your assistance is greatly appreciated. Carol S. Olson, Supervisor Realty Management Branch Agenda Information Memo February 15, 1994 City Council Meeting 1993 GENE ' FUND BUDGET ADJUSTMENTS /1993 AND 1994 SPECIAL REVENUE FUND BUDGETS I. Approve 1993 General Fund Budget Adjustments and the 1993 and 1994 Special Revenue Fund Budgets—To simplify both the accounting and budgeting processes, the City currently makes no attempt to estimate donations, transfers from the Police Forfeiture fund and similar types of revenue sources. The revenues and related expenditures are uncertain and fluctuate widely depending on eligible projects and donors. Staff has instituted a substitute process whereby the budget is formally amended by the City Council when revenues are a_3 known and related expenditures are made. The memo enclosed on pages � and � explains five (5) such adjustments. These adjustments increase the 1993 general fund budget by $26,800 from $12,492,700 to $12,519,500. Also enclosed on pages a) through are copies of the budgets for the City's six (6) special revenue funds. For financial reporting purposes it is required that the City Council adopt each of these budgets. The purpose for each fund noted on each budget page. In completing the 1993 budgets we inadvertently overlooked these funds, consequently, two years are being considered at this time. All revenue sources are well defined and the expenditure appropriations relate to previous budget discussions. For example, the transfer of cable franchise fees to the General Fund is incorporated into the Cable TV Franchise Fees Fund for which budget approval is now being requested. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the 1993 General Fund Budget Adjustments and the 1993 and 1994 Special Revenue Fund Budgets. DATE: February 9, 1994 TO: Gene VanOverbeke, Finance Director /City Clerk FROM: Tom Pepper, Assistant Finance Director SUBJECT: 1993 General Fund Budget Adjustments The following line item adjustments for approval by the City Council: 1) 3850 - 9001 -00 3500 - 9001 -00 4110 - 8031 -31 4211 - 0164 -11 4220 - 0164 -11 4328 - 0164 -11 Contribs /Donations Park /Rec Programs Salaries -- Regular Office Print Mat Operating Supplies Spec Events /Admiss M E M O R A N D U M to the 1993 This adjustment relates to revenues received and expenses incurred for the Youth Safety Camp. Because the camp has historically been funded largely by contributions, it was not included in the original budget. The camp is a joint effort of the Police and Parks Departments. 2) 3340 - 9001 -00 State Grants 4,000.00 4110 - 8032 -32 Salaries -- Regular 43,200.00 4140 - 8032 -32 Accrued Retirement 8,200.00 4150 - 8032 -32 Accrued Insurance 8,000.00 4450 - 8032 -32 Other Contractual Svc 3,200.00 This adjustment relates to the $35,000 Oak Wilt Suppression Grant received from the State in November. A total of $8,700 was utilized in the current year; the remainder is to be carried over to 1994. $5,400 of the total represents reimbursement to individual citizens for oak wilt suppression done privately. 3) 3421 -9001 Public Safety Fees 9,000.00 3,500.00 12,500.00 4112 -0154 Salaries -- Overtime 9,000.00 2,000.00 11,000.00 4112 -0156 Salaries -- Overtime 6,700.00 1,500.00 8,200.00 This adjustment represents the fees received for administrative activities performed by the Police Department in connection with a public sale of stolen computers in November. a3 Current Budget budget should be considered Increase Amended (Decrease) Budget $ 3,300.00 $ 600.00 $ 3,900.00 216,000.00 1,900.00 217,900.00 673,500.00 700.00 674,200.00 -0- 100.00 100.00 -0- 1,500.00 1,500.00 -0- 200.00 200.00 8,700.00 12,700.00 1,200.00 44,400.00 100.00 8,300.00 100.00 8,100.00 7,300.00 10,500.00 1993 Budget Adjustments February 9, 1994 page 2 4) 3435 -9001 Contractual Security Fees 5,000.00 4120 -0150 Salaries -- Contr. Security 5,000.00 This adjustment reflects contractual security services provided by the Police Department beyond what was originally budgeted. 5) 3850 -9001 Contribs /Donations 4220 -0161 Operating Supplies 4411 -0161 Conferences /Training This adjustment reflects the utilization of a Lions' Club donation for D.A.R.E. program expenditures as designated by the Lions' Club. The net effect of these adjustments is to increase the total expenditures of the amei•ed 1993 General Fund budget by $26,800 from $12,492,700 to $12,519,'0. or Assistan finance Director \budad93b Current Budget 3,900.00 -0- -0- Increase (Decrease) 6,400.00 6,400.00 Amended Budget 11,400.00 11,400.00 5,700.00 9,600.00 5,500.00 5,500.00 200.00 200.00 This fund is used to account for the proceeds of the annual fee equal to 1/8 of 1% of the outstanding principal balance of the revenue bonds or obligations issued to finance multi-family housing developments. Annual expenditures are for payment to the Dakota County HRA for monitoring rent restrictions. Per current policy, the fund will be used to finance future housing - related developments within the City. 1991 1992 1993 1994 Actual Budget Budget Fund Balance, Beginning of Year $277,674 $389,466 $479,789 $557,389 Revenues: Housing Bond Fees Interest on Investments Other Financing Sources: Total Revenues & Other Financing Sources Expenditures: Monitoring Fee Other Financing Uses: Total Expenditures & Other Financing Uses 113 Housing Revenue Bonds F $ 86,035 $ 63,688 $ 60,000 $ 60,000 25,757 29,215 20,000 25,000 $111,792 $ 92,903 $ 80,000 $ 85,000 $ - $ 2,580 $ 2,400 $ 3,000 $ - $ 2,580 $ 2,400 $ 3,000 Fund Balance, End of Year $389,466 $479,789 $557,389 $639,389 114 Police Forfeiture Fund This fund was created in 1989 to account for coney received from the court system and restricted to police operations. It is expected that transfers will be wade from this fund to the General Fund where eligible expenditures are made. 1991 1992 1993 1994 Actual A2SUAl Budget Budset Fund Balance, Beginning of Year $ 44,107 $ 29,400 $ 52,676 $ 52,676 Revenues: Fines & Forfeits $ 535 $ 23,797 $ 1,000 $ - Interest on Investments 3,328 3,025 1,000 2,000 Other Revenue 6,905 - - - Other Financing Sources: Total Revenues & Other Financing Sources $ 10,768 $ 26,822 $ 2,000 $ 2,000 Expenditures: Other Financing Uses: Transfer to Other Funds 25,475 3,546 2,000 6,000 Total Expenditures & Other Financing Uses $ 25,475 $ 3,546 $ 2,000 $ 6,000 Fund Balance, End of Year $ 29,400 $ 52,676 $ 52,676 $ 48,676 cp. Fund Balance, Beginning of Year Total Revenues & Other Financing Sources Other Financing Uses: Total Expenditures & Other Financing Uses Fund Balance, End of Year 115 Single Family Xtgage Revenue Bond Redemption This fund was established in 1991 to account for proceeds received in the restructuring of the bond redemption of the 1980 Single Family Mortgage Revenue Bond program. This fund also received the remaining balance of approximately $90,000 from the Senior Housing Fund which was closed in 1991. Use of this money will be determined by City Council policy. Revenues: Interest on Investments $ 52,049 Other Financing Sources: Bond Sale Residuals 902,427 Expenditures: Construction (Sr. Housing) $957,100 (Municipal Ctr. Site) - Miscellaneous *Includes Senior Housing Fund activity. 1991* 1992 Actual Actual $968,480 $ 965,856 $954,476 $ 141,523 $ 50,000 $ 50,000 $ 72,061 $ 50,000 $ 50,000 69,462 500 $957,100 $ 500 $ 1993 Budget $1,106,879 1994 Budget $1,156,879 200,000 $ 200,000 $965,856 $1,106,879 $1,156,879 $1,006,879 216 Housing and Redevelopment Authoritv Fund This fund was established to account for the tax increment financing proceeds and expenditures for the Cinnamon Ridge Apartments interest rate reduction program. 1991 1992 1993 1994 Actual Actual Budget 'Budget Fund Balance, Beginning of Year $ 74,864 $ 81,664 $ 92,586 $ 93,086 Revenues: Property Taxes - Tax Increment $155,449 $174,947 $150,000 $150,000 Interest on Investments 1,244 1,173 500 1,000 Other Financing Sources: Total Revenues & Other Financing Sources $156,693 $176,120 $150,500 $151,000 Expenditures: Bond Trustee Payment $149,893 $165,198 $150,000 $150,000 Other Financing Uses: Total Expenditures & Other Financing Uses $149,893 $165,198 $150,000 $150,000 Fund Balance, End of Year $ 81,664 $ 92,586 $ 93,086 $ 94,086 Year -End Receivable $559,864 $724,398 $874,398 $1,024,398 Fund Balance, Beginning of Year Other Financing Sources: 3980 Transfers In Total Revenue & Other Financing Sources Other Financing Uses: Transfer Out 117 Recycling The Recycling Fund was created in 1989 to account for the implementation and ongoing operation of the City's recycling program. All grant funds and related revenue and expenditures are consolidated into this fund to allow proper accounting and reporting for the program. Personal services expenditures relating to recycling and solid waste abatement activities are recorded in the Administration Department in the General Fund. Revenues: 3358 Solid Waste Abatement Grant $255,001 $ 16,611 $ 36,120 $ 37,440 3810 Interest on Investments 13,494 4,244 0 2,000 3880 Other Revenue 25 40 0 0 Expenditures: 4215 Reference Material $ 88 $ 83 $ 100 $ 100 4220 Operating Supplies • General 518 16 100 250 4330 Postage 8,299 3,406 9,900 9,600 4337 Personal Auto /Parking 230 290 300 400 4340 General Advertising 8,167 2,212 2,900 2,000 4350 General Printing and Binding 7,966 1,869 9,100 14,400 4360 Insurance 0 112 0 0 4396 Building Rental 2,046 8,123 0 1,320 4397 Equipment Rental 0 728 0 0 4411 Conference and Schools 688 252 200 400 4412 Local Meeting Expense 356 359 700 900 4414 Dues and Subscriptions 70 85 100 200 4450 Other Contractual Services 148,635 1,376 3,000 0 4570 Other Equipment 69,067 9,381 0 0 Total Expenditures & Other Financing Uses $246,132 $ 47,875 $ 26,400 $ 39,370 Fund Balance, End of Year $ 42,248 $ 15,268 $ 29,488 $ 29,558 1991 1992 1993 1994 dal Actual Budget Budget $ 19,860 $ 42,248 $ 15,268 $ 29,488 0 0 4,500 0 $268,520 $ 20,895 $ 40,620 $ 39,440 0 19,583 0 9,800 196 Cable TV Franchise Fees Fund This fund was established to account for franchise fees paid to the City from North Central Cable, Inc. The money is restricted for cable television related activities, primarily the City's share of the funding of the Burnsville/Eagan Cable Communications Commission. 1991 1992 1993 1994 A2INA1 42041 Budget Bu get Fund Balance, Beginning of Year $257,688 $329,746 $479,520 $479,520 Revenues: Cable TV Franchise Fees Interest on Investments Other Financing Sources: Other Financing Uses: Transfer to Other Funds $161,846 $195,412 $205,000 $210,000 28,006 31,282 16,750 25,000 Total Revenues & Other Financing Sources $189,852 $226,694 $221,750 $235,000 Expenditures: BECCC Payment $ 51,934 $ 61,060 $ 75,750 $ 78,700 65,860 15,860 146,000 47,800 Total Expenditures & Other Financing Uses $117,794 $ 76,920 $221,750 $126,500 Fund Balance, End of Year $329,746 $479,520 $479,520 $588,020 3 WO Agenda Information Memo February 15, 1994 City Council Meeting EXTENSION FOR RECORDING FINAL PLAT JOHNSTON ADDITION (COCA COLA BOTTLING) J. Extension for Recording Final Plat with Dakota County, Johnston Addition (Coca Cola Bottling)—Tom Seifert of Midwest Coca -Cola Bottling Company has requested a 30 day extension for the recording of the final plat of the Johnston Addition. Enclosed on page= is a letter from Mr. Seifert requesting this extension. They have run into title problems that will necessitate redoing the signatures on the final plat documents. The 30 day extension should be adequate for fixing the problems. ACTION TO BE CONSIDERED ON THIS ITEM: To approve a 30 day extension for recording the final plat with Dakota County of the Johnston Addition. 5 ( Sewed eVag Comparg February 8, 1994 Ms. Peggy Reichert Director of Community Development City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 -1897 RE: Johnston Addition Final Plat Dear Peggy: Midwest Coca -Cola is requesting a thirty day extension in the deadline of February 7, 1994 for the recording of the Johnston Addition final plat. The Dakota County Surveyors Office informed me on February 3, 1994 that the owners duplicate of the Certificate of Title for Outlot 1 is needed before the County will record the final plat. Coca -Cola had no prior knowledge that this document was needed to get the final plat recorded. The aforementioned document was obtained, but lists Coca -Cola Bottling Midwest, Inc., a Minnesota Corporation, as the owner. The remaining ten acre section of unplatted land is owned under Johnston Coca -Cola Bottling Group, Inc., a Delaware Corporation. Johnston Coca -Cola Bottling Group, Inc. is a successor by merger to Coca -Cola Bottling Midwest, Inc. The Dakota County Recorders Office is now requiring all of the certified copies of articles of merger before they will record the final plat. These documents will have to be researched and retrieved at our corporate headquarters in Atlanta, which may take several weeks. Your understanding in this matter is greatly appreciated. Please feel free to call me at (612)456 -1275 if you have any questions. Sincerely, MID COCA -COLA OTTLING COMPANY h Thomas B. Seif iv Operations Engineer A DIVISION OF COCA -COLA ENTERPRISES 2750 Eagandae 6ouIe∎a d Eagan. MN 55121-1292 612.6813582 612-681-4110 Fax Agenda Information Memo February 15, 1994 City Council Meeting LICENSE HOLDER NAME CHANGE /CUB FOODS MALT LIQUOR LICENSE K. License, Non- Intoxicating Malt Liquor License at Cub Foods 1940 Cliff Lake Road, Change in Name of License Holder -- Enclosed on pages ,3( through 3(, is a memorandum from the Finance Department and correspondence from the Supervalu tax department relative to a corporate merger. Also enclosed without page number is a copy of the license application for your review. Given the nature of the change involved, staff is recommending that this be treated as a revision of the previous license rather than an application for a new license. ACTION TO BE CONSIDERED ON THIS ITEM: To approve a change in name of the license holder for the non - intoxicating malt liquor license for Cub Foods at 1940 Cliff Lake Road as presented. 33 February 7, 1994 TO: CITY ADMINISTRATOR HEDGES FROM: ADMINISTRATIVE ASSISTANT WITT RE: SUPERVALU,INC. CORPORATE CHANGES WHICH AFFECT CORPORATE OWNERSHIP OF OFF -SALE NON - INTOXICATING MALT LIQUOR LICENSE FOR CUB FOODS, 1940 CLIFF LAKE ROAD, EAGAN Supervalu, Inc. notified the City of certain transactions which will occur February 26, 1994. One of its subsidiaries, Supervalu Holdings, Inc. will be merged into Wetterau Incorporated. Then, Wetterau Incorporated will change its name to Supervalu Holdings, Inc. The non - intoxicating malt liquor ©ff -sale license for Cub Foods will now be under the jurisdiction of Supervalu Holdings, Inc. The license is now held by Supervalu, Inc. City Code calls for an investigation of owners with over 5% interest in a liquor license. In this case we are referring to ownership far removed from off -sale beer sales at the Eagan Cub Foods store. The beer investigation fee of $350 would not begin to cover costs incurred. The annual license fee is $75. The City Clerk's office recommends the City forego an investigation and issue a new license in the name of Supervalu Holdings, Inc. The charge for a revised license would be $5.00. supER ✓acu February 4, 1994 Ms. Elizabeth Witt City of Eagan 3830 Pilot Knob Road Eagan, Mn. 55122 -1897 Dear Ms. Witt: Enclosed is the 3.2 beer license application for the Cub Foods location at 1940 Cliff Lake Road, Eagan. This application is being submitted due to a corporate merger, whereby this store will now be owned and operated by SUPERVALU Holdings, Inc., rather than SUPERVALU INC. This change is effective with the start of business on February 27, 1994. A statement regarding the corporate merger is enclosed. Please let me know if additional information is required to complete the issuance of a new license. If you have any questions regarding the enclosed, please feel free to contact me. I appreciate your attention to this matter. Sincerely, Corporate Offices PO Box 990 Minneapolis. MN 55440 612 828 4000 Kathy Lindberg Corporate Tax Department Enclosures 1994REST •4 SENT BY: SLE'ERVALLI INC. ; 1 -21 -84 ; 14;58 ; • rPERJacv R -95% TO IDIOM IT MAY CONCERN: SUPERVALU INC. (Federal E.1.N. 41- 0617000) intends to execute certain. transactions effective February 26, 1994, to effect a partial internal reorganization. •• • •• SUPERVALU ENC. will cause a merger under Internal Revenue Coda Section 366(a)(1)(A) of one of its second tier wholly -owned subsidiaries, SUPERVALU Holdings, Inc. (Federal E.I.N. 34. 1585144) into Vetterau Incorporated `Federal E.I.N. 43- 0781167, incorporated in Missouri on February 16, 1961) effective February 26, 1994. Coincident with the merger, the surviving corporation, Vattern' Incorporated, will change its name to SUPERVALU Holdings, Inc. SUPERVALU INC. Intends to complete a transfer of certain assets owned or leased by it, tangible or intangible, real or personal to new SUPERVALU Holdings, Inc. (formerly Vetterau Incorporated). As this is a transfer to an indirect subsidiary, we deem this an inter corporate transfer of assets. SUPERVALU Holdings, Inc. and Vetterau Incorporated are currently wholly -owned subsidiaries of Supermarket Operators of America, Inc. Federal E.I.N. 06- 1119244). Supermarket Operators of Patrice, Inc., is a wholly -owned subsidiary of SUPERYALU INC. We intend that new SUPERVALU Holdings, Inc. (formerly Vetterau Incorporated) will do business in various states through various divisions. Attached is a listing of states in which the new SUPERVALU Holdings, Inc. will do business and a listing of names in which new SUPERVALU Holdings, Inc. may do business. Also attached is a list of the corporate officers and directors of SUPERVALU Holdings, Inc. SUPERVALU INC., a publicly held company whose stock is traded on the New York Stock Exchange, is the largest food wholesaler and 14th largest food retailer in the United States. SUPERVALU INC. acquired Vetterau Incorporated October 29, 1992. The combined organization comprises more than 75 separate corporations. The transactions described above are part of an Internal restructuring to reduce the number of separate legal entities within SUPERYALU and, particularly, to- reduce the number of separate legal entities operating in any given state. The Internal restructuring will result in administrative efficiencies and reduced costs and expenses. SUPERVALU INC. By: Its: Corporate Secretary Date: 3co CORPORATE MOT. -+ 612 681 4612 ;# 6 (oW L k4444.e4,1 JicApeotka4A 6128288926 01 -21 -94 03:01PM P006 #08 Agenda Information Memo February 15, 1994 City Council Meeting RECEIVE REPORT /ORDER PUBLIC HEARING ,CEDARVALE DRIVE - RECONSTRUCTION L. Project 667, Receive Report/Order Public Hearing (Cedarvale Drive - Reconstruction)—On November 2, 1993 in response to a Petition submitted by affected property owners, the City Council authorized staff to prepare a feasibility report pertaining to the reconstruction of Cedarvale Drive from Rahn Road to the Cedarvale Shopping Center complex. This report has now been completed and is being forwarded to the City Council (without page number) for their consideration of scheduling a public hearing to formally present and consider the requested improvements. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the feasibility report for Project 667 ( Cedarvale Drive - Reconstruction) and schedule a public hearing to be held on March 15, 1994. RECEIVE REPORT /ORDER PUBLIC HEARING YANKEE DOODLE ROAD - RECONSTRUCTION M. Project 638, Receive Report /Order Public Hearing (Yankee Doodle Road - Reconstruction) - -In accordance with the City and County's 5 Year CIP, Yankee Doodle Road is proposed to be reconstructed and upgraded from Lexington Avenue through its intersection with Trunk Highway 3 during 1994. Subsequently, staff has prepared a detailed feasibility /engineering report addressing this improvement. This report is being forwarded to the City Council (without page number) for their information and consideration of scheduling a public hearing where this project can be formally presented to the public and affected property owners. An informational open house was held at the Wescott Library on December 16 with several interested parties providing comments and input to the proposed design. Many of these comments have been taken into consideration in the final feasibility report and are still being worked with by the County Highway Department in the final engineering design. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the feasibility report for Project 638 (Yankee Doodle Road - Reconstruction) and schedule a public hearing to be held on March 15, 1994. Agenda Information Memo February 15, 1994 City Council Meeting SPECIAL SERVICE DISTRICT CLARIFICATION N. Amen ed Legislation, Cedarvale Special Service District #1—Enclosed on pages' through is a copy of a memorandum covering changes suggested by Senate staff for the draft legislation forwarded to the City's legislative delegation pursuant to the Council's action of February 1. While the changes are of an editorial nature and do not appear to change the intent of the Council, staff feels that they are substantial enough to request a separate action to approve the revised language. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the amended draft legislation clarifying the authorities being requested for a special service district #1 for the Cedarvale retail area as presented. 3 s MEMO city of eagan TO: CITY ADMINISTRATOR HEDGES FROM: ASSISTANT TO THE CITY ADMINISTRATOR HOHENSTEIN DATE: FEBRUARY 9, 1994 SUBJECT: CITY COUNCIL CONSENT - CLARIFICATION OF CEDARVALE SPECIAL SERVICE DISTRICT DRAFT LEGISLATION At its meeting of February 1, 1994, the City Council formally adopted a resolution requesting legislative authorization of Special Service District No. 1 for the Cedarvale Retail Area. Staff has forwarded a copy of the Council resolution and draft legislation to the City's legislative delegation. Upon review of the draft legislation, Senate staff contacted the City requesting editorial changes to the draft to further clarify and specify the types of services being requested. Staff has drafted the requested changes for Council consideration. It does not appear that the changes modify the Council intent. Because this was not the draft before the Council when the resolution was approved, however, it would be appropriate for the Council to formally approve the draft as amended. A copy is attached for your review. If you have questions, please let me know. ACTION REQUESTED OF THE COUNCIL: To approve the amended draft legislation clarifying the authorities being requested for Special Service District No. 1 for the Cedarvale Retail Area as presented. • As -J. tart to the City Administrator PROPOSED BILL TO PROVIDE THE CITY OF EAGAN LEGISLATION ENABLING FORMATION OF EAGAN SPECIAL SERVICE DISTRICT #1 Section 1. DEFINITIONS Subd. 1. For the purposes of Sections 1 and 2, the terms defined in this section have the meanings given them. Subd. 2. "City" means the City of Eagan. Subd. 3. "Special services" means: 1. The promotion and management of a special service district as a trade or shopping area with the ability to provide the following special services within the boundaries of the district to be rendered or contracted for by the City, 2. Signage identifying the overall retail area, 3. Preparation, mowing, maintenance and repair of landscaping on public right of 4. Installation. maintenance and repair of street and pedestrian lighting in excess of city standard, 5. Installation. maintenance and repair of public parking facilities, 6. Provision and coordination of public safety services in excess of city standard, 7. The repair, maintenance, operation, rerouting and replacement of existing public improvements, and those authorized by Section 429.021, within the boundaries of the special service district established under section 2, and B. Administration, coordination series and preparation of studies and designs fa the special services defined. Special services do not include services that are ordinarily provided throughout the city from ordinary revenues of the city unless an increased level of service is provided in the special . service district, Section 2. ESTABLISHMENT OF SPECIAL SERVICE DISTRICT. Subd. 1. Ordinance. The governing body of the City of Eagan may adopt ordinances establishing special service districts to include the land identified as the Cedarvale Retail Area as follows: Beginning at the centerline intersection point of Silver Bell Road and Beau - De -Rue Drive, then south along the centerline of Beau -De -Rue Drive approximately 660 feet to the south right -of -way line of Gold Trail, then southeasterly along said right -of -way approximately 100 feet to the east line of Leibel Addition, then south along said east line approximately 190 feet, then westerly along the south line of Leibel Addition approximately 290 feet to the centerline of Beau -De -Rue Drive, then southwesterly along said centerline approximately 430 feet to the centerline point of Beau -De -Rue Drive and Rahn Road, then southeasterly along centerline of Rahn Road 410 feet to the extended south line of Parcel 010-10, then southwesterly along said south line approximately 770 feet to its intersection with the west line of parcel 031 -10, then south along said west line approximately 780 feet to the north line of Outlot A of Cedar Grove No. 3, then west along said north line approximately 1,595 feet to the west line of the NE 1/4 of Section 19, then north along said west line approximately 1,150 feet to the extended south line of MnDOT Right -of -Way Plat No. 19 -6, then northeasterly along said south line approximately 2,795 feet to its intersection with the southwest line of MnDOT Right -of -Way Plat No. 19 -8, then easterly along said southwest line approximately 330 feet to the NE corner of the NE 1/4 of Section 19, then north along the east line of said right -of -way plat No. 19 -8 approximately 190 feet to the northwest corner of Parcel 120-54, then northeast approximately 185 feet to the north corner of said parcel, then southeast approximately 176 feet to the northeast corner of said parcel, then south approximately 192 feet to the centerline of Silver Bell Road, then west approximately 260 feet to the point of beginning at the centerline intersection of Silver Bell Road and Beau - De-Rue Drive, also including Lot 1, Block 1, Silver Bell Center Addition. The provisions of Section 428A.01 govern the establishment and operation of special service districts in the city, except to the extent otherwise specified in Sections 1 and 2. Section 3. LOCAL APPROVAL This article is effective the day after the governing body of the City of Eagan complies with Minnesota Statutes, Section 645.021, Subdivision 3. Agenda Information Memo February 15, 1994, City Council Meeting APPROVE FINAL PAYMENT /AUTHORIZE CITY MAINTENANCE (LAKEVIEW TRAIL ADDITION) O. Contract 92 -11, Approve Final Payment /Authorize City Maintenance (Lakeview Trail Addition - Streets & Utilities) --The City has received a request for the 7th and final payment for the installation of streets and utilities under the above - referenced contract along with a certification from the City's consulting engineering firm that all construction was performed in compliance with the contract's plans and specifications. All final inspections have been performed by representatives of the Public Works Department and found to be in order for favorable Council action. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the 7th and final payment in the amount of $30,969.70 for Contract 92 -11 (Lakeview Trail Addition - Streets, Utilities & Streetlights) to Northdale Construction, and accept the improvements for perpetual City maintenance subject to appropriate contractual warranty provisions. Agenda Information Memo February 15, 1994, City Council Meeting • :. • • ii '• %•iti{6Y::ii:•i:�:4 % {::ti.`}:• •:i•: Sii:•?:•:�:iik1�. `• :it�i %• BLUE CROSS ROAD - STREET RECONSTRUCTTQN & TRAMWAY IMPROVEMENTS A. Project 646, Blue Cross Road (Street Reconstruction & Trailway Improvements) - -In accordance with the City's Five Year Capita] Improvement Program, the staff investigated and prepared a detailed feasibility report addressing the improvements to Blue Cross Road from Blackhawk Road to Yankee Doodle Road. With the exception of Sky Hill Park, 100% of the accessible frontage is under the ownership and jurisdiction of Blue Cross /Blue Shield. Informational meetings were held with representatives of Blue Cross on December 9 and December 22 to review the proposed improvements. Based on input received from those meetings, the preliminary feasibility report was revised and presented to the City Council on January 18 with a public hearing scheduled for February 15. Enclosed on pages through ( a copy of the final feasibility report for the Council's information an reference during the public hearing. Recent communications with Blue Cross representatives indicate their concurrence and full support for the project as presented and recommended by City staff. It is not anticipated that there will be any input from them at the public hearing. All notices have been published in the legal newspaper and sent to affected property owners informing them of this public hearing. ACTION TO BE CONSIDERED ON THIS ITEM: To close the public hearing and approve Project 646 (Blue Cross Road - Street Reconstruction & Trailway Improvements) and authorize the preparation of detailed plans and specifications. �3 city of ¢agan Report for Blue Cross Road Street Improvements City Project No. 646 Eagan, Minnesota December 1993 File No. 49537 itja Bonestroo Rosene • l Ander Ilk & Associates Engineers 4 Aroh Mots st. Paul, Minnesota Bonestroo Rosene pi Anderlik & Associates Engineers & Architects December 29, 1993 Honorable Mayor & Council City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55122 Re: Blue Cross Road Street Improvements Project No. 646 File No. 49537 Dear Mayor and Council: Attached is our report for Blue Cross Road Street Improvements, Project 646. This report discusses the proposed street improvements and presents costs estimates for these improvements. Also included is the estimated assessment rate per parcel. We will be pleased to meet with the City Council and other interested parties to discuss this report at a mutually convenient time. Yours very truly, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. RAIN Mark A. Hanson wed by: V • V - E gan Pu • li' orks Dept. Date: 10 frit/ Otto G. Bonestroo. P.E. Robert W. Rosene, PE' Joseph C. Anderlik. P.E. Marvin L. Sorvala. P.E. Richard E Turner. P.E. Glenn R. Cook. P.E. Thomas E. Noyes. P.E. Robert G. Schunicht P.E. Susan M. Ebenin. C.P.A. *Senior Consultant Howard A. Sanford. P.E. Keith A. Gordon. P.E. Robert R. Pfeffer*. P.E. Richard W Foster. P.E. David O. Loskota. P.E. Robert C. Russek. A.I.A. Jerry A. Bourdon. P.E. Mark A. Hanson. PE. Michael T Rautrnann. P.E. Ted K. Field. P.E. Thomas R. Anderson. A.I.A. Donald C. Burgardt. P.E. Thomas E. Angus. P.E. Ismael Martinez. P.E. Reviewed by: Date: 496172 Tt 2335 West Highway 36 • St. Paul, MN 55113 • 612 -636 -4600 Michael P. Rau, P.E. Philip J. Pyne. P.E. Agnes M. Ring. A.I.C.P Thomas W. Peterson. P.E. Michael C. Lynch. PE. James R. Maland. P.E. Jerry D. Pertzsch. P.E. Kenneth P Anderson. P.E Mark R. Rolls. P.E. Mark A. Seip P.E. Gary W. Modes. P.E. Daniel J. Edgerton. P.E. Akan Rick Schmidt. P.E. Philip J. Caswell P.E. I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. a44 1 414-ea Mark A. Hanson Date: December 29, 1993 Reg. No. 14260 Finn ce Department - o 9y Mark D Wallis. P.E. Miles 8 Jensen. P.E. L. Phillip Gravel III. PE, Karen L. Wlemen. PE. Gary 0. Knstofitz. PE F. Todd Foster. P.E. Kelm R. Yapp. PE Douglas .1 Benoit. P.E. Shawn D. Gustafson. P.E. Cltilq Olivier. P.E. Charles A. Erickson Leo M. Pawelsky Harlan M. Olson James F. Engelhardt UAL Page LETTER OF TRANSMITTAL 1 INTRODUCTION 3 SCOPE 3 FEASIBILITY AND RECOMMENDATIONS 5 STREET EVALUATION 5 DISCUSSION 7 Street Improvement 7 COST ESTIMATE 9 AREA TO BE INCLUDED 9 ASSESSMENTS 9 REVENUE 10 PROJECT SCHEDULE 11 APPENDIX A - PRELIMINARY COST ESTIMATE 12 APPENDIX B - PRELIMINARY ASSESSMENT ROLL 15 APPENDIX C - POWER AUGER BORINGS BY BRAUN INTERTEC 16 49537a.rpt CITY OF EAGAN BLUE CROSS ROAD STREET IMPROVEMENTS PROJECT NO. 646 TABLE OF CONTENTS LKe STREET AND UTILITY RECONSTRUCTION INTRODUCTION: The City of Eagan similar to other communities is responsible for providing utilities and streets to serve existing and new developments. The City officials and its Public Works Department are also responsible for maintaining these facilities in the most efficient manner possible for the least amount of cost. Typically, utilities have a design life of 40 to 80 years while streets have a design life of 20 to 25 years. The design life for streets is considerably less due to the nature of the materials that are used to build them, the weather they're exposed to and the amount of traffic that they experience. Commercial roads like Blue Cross Road do experience more traffic and are typically constructed to a heavier section than local streets. Traffic counts in 1992 for Blue Cross Road ranged between 4800 and 5950 ADT (average daily traffic). Traffic counts on local streets are typically less than 1,000 ADT. In addition, because commercial roads like Blue Cross Road are constructed to a heavier section (reconstruction cost /mile substantially greater than the reconstruction cost /mile for local streets), it's extremely important timely maintenance be considered at opportune times. City officials must frequently review the condition of a streets surface like Blue Cross Road so the surface does not deteriorate to a condition that affects the safety of the driving public. It's also important that all property owners and City officials know and are confident that streets like Blue Cross Road are being maintained at a reasonable cost for the longest period of time. In an attempt to better inform property owners of the condition of their streets, the City of Eagan recently evaluated the surface of Blue Cross Road in accordance with their Pavement Management Program. The results of the surface evaluations are presented in this report to help property owners and City officials better understand the condition of their street. These evaluations are based on technical and objective observations made by representatives trained in this work. SCOPE: This project provides for street improvements to Blue Cross Road as shown on Figure No. 1. Blue Cross Road is a collector road serving the Blue Cross campus located along its west side. The property on the east side of Blue Cross Road, also owned by Blue Cross, is presently undeveloped; however, it is zoned for commercial use. In addition, due to the recent extension of Ashbury Road to Blue Cross Road and the development of Sky Hill Park, Blue Cross Road has experienced more traffic in recent years, resulting in further deterioration. Also included in accordance with the Comprehensive Trail System 49 473 LOCATION PLAN /NA �1 1t�his s_ If magi %Min Z NalliWAtaltnni tfiatttt n AMA ~ti'� EAGAN, MINNESOTA elk FIGURE 1 BLUE CROSS ROAD OVERLAY \ MITY PROJECT No. 646 L: \49 \49537\49537F01 AUGUST 1993 COMM. 49537 0 1000 2000 Unlit in f..t ALI Bonestroo Rosene Anderlik d Associates Plan is the construction of an 8' wide bituminous trail along the east side of Blue Cross Road between Blackhawk Road and Yankee Doodle Road, as shown on Figure No. 3. FEASIBILITY AND RECOMMENDATIONS : This project is feasible from an engineering standpoint and is in accordance with the Master Street Plans for the City of Eagan. The project can best be carried out as one contract. Three improvements were considered for upgrading Blue Cross Road. Based on the results of this report, it's recommended the existing bituminous surface be removed and a new bituminous surface be constructed on the existing gravel base as described for Improvement B. STREET EVALUATION: The City of Eagan, with the assistance of Braun Intertec, has developed a Pavement Management Program. This program allows the City to evaluate the condition of the existing street surface to program timely maintenance. The Pavement Condition Index (PCI) ranks the surface condition. Table 1 presents the categories which define PCI Rankings. PCI rankings on Blue Cross Road ranged between 30 and 33, as shown on Figure No. 2. Reviewing the street condition and the power auger borings presented in Appendix C, it's appropriate at this time to consider a combination of street reconstruction and patch /overlay. 49537a.rpt TABLE 1 PCI MAINTENANCE REQUIRED 55 -100 Routine (Crack Seal/Seal Coat) 35 -55 Patch/Repair and /or Overlay 0 -35 Reconstruct 49 5 ASHBURY ROAD PAVEMENT CONDITION INDEX EAGAN, MINNESOTA �D FIGURE 2 BLUE CROSS ROAD OVERLAY CITY PROJECT No. 646 L• \49 \49537\49537F02 DECEMBER 1993 COMM. 49537 I - — — -- i a I-- Bones troo Rosene II Anderlik Q Associates DISCUSSION Street Improvement: Blue Cross Road was constructed in the late 1960's as part of the Blue Cross Campus. Core samples were taken in the roadway and are included in Appendix C located at the back of this report. The street section generally includes a 4" thick bituminous surface over 6 -8" thick gravel base on a silty sand subgrade. Blue Cross Road is constructed to a 40' width with B618 concrete curb and gutter along each side, as shown on Figures No. 3 and 4. The existing concrete curb is generally in good condition. The existing street width is presently stripped to provide two driving lanes (20' wide each). Blue Cross Road was last seal coated in 1988. The 24 -hour traffic counts taken in 1992 are summarized below: Blue Cross Road East of Blackhawk Road South of Yankee Doodle Road 5,950 ADT 4,799 ADT Blue Cross Road is not designated a Municipal State Aid Road (MSA) in Eagan. However, because it is similar to other MSA roads in Eagan, it's recommended its upgrade be done in accordance with MSA Standards. Therefore, based on 1992 traffic counts, a 2.5% growth factor over 20 years, and a recommended R Value by Braun Intertec for the subgrade soil (R =25), the recommended granular equivalency (GE) is 22.5. The existing GE is listed below: Existing Existing Thickness GE Bituminous Surface 3 - 4'/2" 6.68 - 9 Gravel Base 6" - 8" 6 - 8 TOTAL 12.68 - 17 As noted, the existing GE (12.68 -17) is less than the required GE (22.5). Three types of improvements can be considered for upgrading Blue Cross Road, as discussed below and as shown on Figure No. 4 located at the back of this report. 49537a.rpt A) Crack seal and repair existing bituminous surface and construct a bituminous overlay. B) Remove existing bituminous surface and construct a new bituminous surface (4'/2" thick) on the existing gravel base (GE = 15 to 17). C) Remove existing bituminous/gravel base and construct a new bituminous surface and gravel base in accordance with MSA Standards. The proposed section is listed below: Thickness GE Bituminous Wear Course 2" 4.5 Bituminous Base Course 4" 8.0 Gravel Base 10" 10.0 22.5 In all cases, Improvements A, B, and C would maintain the existing concrete curbs and remove only those curbs in need of repair. Improvements A and B do not meet MSA Standards because the resulting granular equivalency is less than required. However, Mn/DOT's State Aid Office will approve improvements similar to A & B if appropriate documentation is done based on existing conditions and past performance of the roadway. The City of Eagan, as part of its Pavement Management Program, contracted with Braun Intertec to further evaluate Blue Cross Road utilizing the Road Rater. The Road Rater imposes a load on the roadway and measures the deflection. Based on the measured deflection, a recommended overlay thickness is determined to carry a given load. The results of the Road Rater indicate the existing subgrade soil and gravel surface in Blue Cross Road are adequate to justify Improvement B. The results of the Road Rater analysis are presented in Appendix C located at the back of this report. Therefore, as part of this report, it is recommended the bituminous surface be completely removed and new 4' /z" thick bituminous surface be constructed on the existing gravel base, as shown on Figure No. 4, Improvement B. Bituminous Trail: As previously mentioned, an 8' wide bituminous trail is proposed to be constructed along the east side of Blue Cross Road. An 8' wide boulevard will be maintained between the trail and curb. Additional right -of -way will be required for the trail construction. The additional right -of -way from Blue Cross is estimated at 12,000 square feet for permanent easement from Ashbury Road to Yankee Doodle Road. Additional slope easements will also be required in some areas. 49537a.rpt 8 COST ESTIMATE: A detailed cost estimate for street and bituminous trail improvements is presented in Appendix A and summarized below: Street (Improvement B) $178,120 Improvement A $141,210 Improvement B $178,120 Improvement C $282,910 Bituminous Trail 62,800 Street Lights 11.280 Total $252,200 Assuming Improvement B is constructed as recommended, the estimated project cost is $252,200, which includes contingency and indirect costs. Contingency costs are estimated at 5 %, while indirect costs, which include legal, engineering, administration, and bond interest, are estimated at 30 %. AREA TO BE INCLUDED: The area to be included for assessment purposes is presented on Figure No. 5 and is listed below: 49537a.rpt Parcel Description Blue Cross Addition Lot 1 -3 Block 1 NW 1 /4 Section 16 Parcel 010 -30 NE 1 /a Section 17 Parcel 011 -01 Parcel 012 -01 (Sky Hill Park) ASSESSMENTS: Assessments are proposed to be levied against the benefitted property in accordance with the City of Eagan's Assessment Policy for Street Reconstruction. A preliminary assessment roll for Improvement B (New Bituminous Surface on Existing Gravel Base) is included in Appendix B located at the back of this report. All costs will be revised, based on final project costs. 5� It's proposed to assess the benefitting property on a front foot basis. In accordance with Eagan's Assessment Policy, commercial property is assessed 100% of the project cost for street reconstruction. The only other property abutting Blue Cross Road, other than commercial, is Sky Hill Park. It's proposed to assess Sky Hill Park 75% of the cost for reconstruction in accordance with Eagan's policy for assessing parks. Corner lot credits (maximum 75') will be given to the long side of corner lots as noted on Figure No. 5. Bituminous Trail is not proposed to be assessed in accordance with Eagan's Assessment Policy. Listed below is the estimated assessment rate to commercial property for Improvement B and the assessment rate to Sky Hill Park: 49537a.rpt Improvement B Rate/F.F. Commercial Property $29.10 Sky Hill Park Property $21.83 REVENUE: A summary of revenue sources for Improvement B is listed below: Project Cost Revenue Balance Street/Bituminous Trail $240,920 Street Assessment $167,185 Street Lights 11.280 Total $252,200 $167,185 $- 85,015 The estimated project deficit is $85,015, which will be the responsibility of the Major Street Fund. 49537a.rpt PROJECT SCHEDULE Present Feasibility Report January 18, 1994 Public Hearing February 15, 1994 Approve Plans & Specifications March, 1994 Award Contract April, 1994 Substantial Completion August, 1994 Assessment Hearing September, 1994 First Payment Due w/Property Tax Statement May, 1995 IMPROVEMENT A CRACK REPAIR OVERLAY APPENDIX A PRELIMINARY COST ESTIMATE BLUE CROSS ROAD OVERLAY STREET IMPROVEMENTS CITY PROJECT NO 646 600 SY Remove bituminous surface @ $2.50 /sy $ 1,500 600 LF Remove concrete curb @ $3.00/lf 1,800 6,000 SY Mill bituminous surface @ $2.00 /sy 12,000 200 TN Aggregate base, Class 5 @ $10.00 /tn 2,000 200 TN Bituminous base course for patching @ $30.00 /tn 6,000 1,600 TN Bituminous wear course @ $23.00 /ton 36,800 600 LF Concrete curb & gutter @ $9.00/lf 5,400 5,800 LF Crack repair @ $4.2511f 24,650 16 EA Adjust MH.GV structures @ $150.00 /ea 3,600 3 EA Reconstruct CB @ $1,200.00 /ea 3,600 100 LF Storm sewer pipe @ $30.00/lf 3,000 400 SY Sod w /topsoil @ $30.00 /sy 1,600 LUMP SUM Stripping @ $1,500.00/LS 1.500 Subtotal $103,450 +5% Contingencies 5.170 $108,620 +30% Indirect Cost 32.590 TOTAL $141,210 49537a.rpt S1-1212 IMPROVEMENT B NEW BITUMINOUS SURFACE ON EXISTING GRAVEL BASE 13,000 SY Remove bituminous surface @ $2.50 /sy $ 32,500 600 LF Remove concrete curb @ $3.00/lf 1,800 600 TN Aggregate base, Class 5 @ $10.00 /tn 6,000 2,200 TN Bituminous base course @ $21.00 /tn 46,200 1,100 TN Bituminous wear course @ $23.00 /ton 25,300 600 LF Concrete curb & gutter @ $9.00/lf 5,400 16 EA Adjust MH.GV structures @ $150.00/ea 3,600 3 EA Reconstruct CB @ $1,200.00 /ea 3,600 100 LF Storm sewer pipe @ $30.00/1f 3,000 400 SY Sod w /topsoil @ $30.00 /sy 1,600 LUMP SUM Stripping @ $1,500.00/LS 1.500 Subtotal $130,500 +5% Contingencies 6.520 $137,020 +30% Indirect Cost 41.100 TOTAL $178,120 49537a.rpt 13 IMPROVEMENT C RECONSTRUCT EXISTING BITUMINOUS /GRAVEL SURFACE 13,000 SY Remove bituminous surface @ $2.50 /sy $ 32,500 600 LF Remove concrete curb @ $3.00/If 1,800 7,200 TN Aggregate base, Class 5 w /excavation @ $8.00 /tn 57,600 2,850 TN Bituminous base course for patching @ $21.00 /tn 59,850 1,600 TN Bituminous wear course @ $23.00 /ton 36,800 600 LF Concrete curb & gutter @ $9.00/lf 5,400 16 EA Adjust MH.GV structures @ $150.00 /ea 3,600 3 EA Reconstruct CB @ $1,200.00 /ea 3,600 100 LF Storm sewer pipe @ $30.00/lf 3,000 400 SY Sod .w /topsoil @ $30.00 /sy 1,600 LUMP SUM Stripping @ $1,500.00/LS 1.500 Subtotal $207,250 +5% Contingencies 10.370 $217,620 +30% Indirect Cost 65.290 TOTAL $282,910 BITUMINOUS TRAIL 1,600 CY Excavation and embankment @ $7.00 /cy $11,200 950 TN Aggregate base, Class 5 @ $10.00 /tn 9,500 2,800 SY Bituminous trail, 2" thick @ $3.00 /sy 8,400 5,300 SY Sod with topsoil @ $3.00 /sy 15,900 LUMP SUM Clear and grub @ $1,000.00/LS 1.000 Subtotal $46,000 +5% Contingencies 2.300 $48,300 +30% Indirect Cost 14.500 TOTAL BITUMINOUS TRAIL $62,800 49537a.rpt 14 Parcel Assessable Description Footage Blue Cross Addition 49537a.rpt APPENDIX B PRELIMINARY COST ESTIMATE BLUE CROSS ROAD OVERLAY STREET IMPROVEMENTS CITY PROJECT NO. 646 0 15 Rate/F.F. Total Assessment Lot 1 Block 1 954.07 (1) $29.10 (2) $ 27,763 Lot 2 Block 1 1,352.87 29.10 39,369 Lot 3 Block 1 664.49 29.10 19,337 NW 1 /4 Section 16 Parcel 010-30 368.44 29.10 $ 10,722 NE 1 /4 Section 17 Parcel 011-01 1,95533 (1) 29.10 $ 56,906 Parcel 012 -01 (Sky Hill Park) 599.52 (1) 21.83 (3) 13.088 TOTAL 5,894.92 $167,185 (1) Assumes 75' corner lot credit (2) Rate per F.F. equals 100% project cost ($178,120) divided by total F.F. (6,119.92) equals $29.10/F.F. (3) Rate per F.F. equals 75% of $29.10/F.F. equals $21.83/F.F. \ e t' V ( • ' C., BRAUN SM I NTE RTEC January 8, 1993 Project BODX -92 -287 Mr. Stan Lexvold City of Eagan 3830 Pilot Knob Road Eagan, MN 55121 Dear Mr. Lexvold: Re: Power Auger Borings, Blue Cross Road, City Project Number 646, Eagan, Minnesota As you authorized on December 3. 1992, we have completed the power auger borings for the above referenced street. The purpose of the power auger borings was to provide pavement and subgrade soil information for the proposed street improvements. Procedures The power auger borings were performed on December 8, 1992, with a truck- mounted drill rig. The borings were conducted in general accordance with ASTM D 1452, " Soil Investigation and Sampling by Auger Boring." The soil classifications and strata depths were inferred from the cutting brought to the surface by rotation of the auger. Cuttings from the desired samples depths were placed in bags. Soils encountered in the borings were visually and manually classified in the field by the crew chief in accordance with ASTM D 2487, "Classification of Soils for Engineering Purposes," and ASTM D 2488, "Description and Identification of Soils (Visual- Manual Procedures)." A summary of ASTM D 2487 is attached. All samples were then returned to our laboratory for review of the field classifications by a geotechnical engineer. Representative samples will remain in our office for a period of 60 days to be available for your examination. Results General Braun Inttrtec Engineering, Inc. 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124 -8520 612- 431 -4493 Fax: 431- 3084 Engineers and Scientists Serving the Built and Natural Environments The attached tabulation indicates the approximate location and corresponding number (8 through 13) of each boring performed. The boring locations were indicated on the site plan you provided to us. The tabulation also provides the bituminous thickness, aggregate base thickness and the subgrade soil type. Services performed by the geotechnical and material engineers for this project have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area. No warranty, expressed or implied. is made. If you have any questions regarding the information contained in this letter, please call Dave Youngstrom or John Carlson at (612) 431 -4493. Sincerely, David T. Youngsvo Engineering Assist T. Youngstro Engineering Assist Professional Certification: I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. John T. Carlson, P.E. Project Engineer Registration Number: 20663 Date: January 8, 1993 Attachment: Tabulation of Power Auger Boring Results dty /jtc:pu\92287Utr ( City of Eagan Project BODX -92 -287 January 8, 1993 Page 2 Number Approximate Location Bituminous Thickness Aggregate Base (crushed limestone) thickness Subgrade Soil Description 8 Station 2 +50, Blue Cross Road, Left Lane 4 inches 7 inches SC -SM: Silty Clayey Sand, fine- to medium - grained, with a trace of Gravel, brown, moist. 9 Station 7 +50, Blue Cross Road, Right Lane 42 inches 6 inches SM: Silty Sand, fine- to medium - grained, with a trace of Gravel, brown, moist. 10 Station 12 +50, Blue Cross Road, Left Lane 4 inches 6 inches SM: Silty Sand, fine- to medium - grained, with a trace of Gravel, brown, moist. 11 Station 17 +50, Blue Cross Road, Right Lane 41/2 inches 6 inches SM: Silty Sand, tine- to medium - grained, with a trace of Gravel, brown, moist. 12 Station 22 +50, Blue Cross Road, Left Lane 4 inches 7 inches SM: Silty Sand, tine- to medium- grained, with a trace of Gravel, brown, moist. 13 Station 27 +50, Blue Cross Road, Right Lane 3* inches 8 inches SM: Silty Sand, fine- to medium - grained, with some Gravel, brown, moist. Power Auger Boring Results Blue Cross Road City Project Number 646 « ° Q _ ATG F Bra un Int.rteo Corporation '- Commission Number 93 743 1 Da a of Tests titans 0 . 1y Es*tss 21.0 Ts sraturs Rano.s S5 • 55 *spate Thickness; 4.50 Surfeeo Condition Rating: 3.0 Seasonal Correction factors 1.68 Cr; n j l Teat Lptatian gloat 3 left Right • 100 3.04 13.6 4.37 3.11 1.96 1.38 14.8 21 200 2.95 17.0 4.27 3.35 2.10 1.52 17.7 17 Or 2.97 17.0 4.40 3.34 2.00 1.30 15.1 19 400 2.99 13.6 3.83 3.11 1.85 1.23 17.7 21 2.95 13.s 3.56 2.65 1.62 1.11 16.6 25 602 2.99 17.1 3.34 2.47 1.63 1.18 14.5 2S 2.99 13.6 5.37 3.84 2.21 1.40 11.8 17 73 .... •.18 n . •... - 1818.. 1818.. 800 3.08 13.6 3.85 2.97 1.77 1.13 16.5 23 900 2.99 13.6 3.72 2.86 1.75 1.24 17.4 1000 3.03 17.0 4.05 2.84 1.54 0.90 12.7 27 1100 3.00 17.0 3.41 2.40 .1.40 0.96 15.1 30 1200 3.01 13.6 3.75 2.70 1.47 1.03 14.4 27 13g0 3.07 17.0 4.18 2.79 1.62 1.16 12.7 26 1400. 2.94 17.0 2.95 2.43 1.57 1.18 22.1 23 154 3.10 13.6 4.48 3.24 1.85 1.25 13.8 22 1600 2.98 16.9 3.77 2.71 1.33 0.74 12.8 29 1700 3.01 13.6 3.72 2.40 1.23 0.72 11.7 33 1500 3.01 13.6 3.86 2.59 1.28 0.73 11.5 31 1900 3.04 17.0 3.44 2.34 1.21 0.62 12.7 35 2000 3.03 13.6 4.04 2.97 1.51 0.81 13.1 2100 3.09 17.0 5.53 3.33 1.63 0.88 7.1 24 2202 2.93 13.6 3.06 2.20 1.14 0.73 14.8 35 2300 2.97 13.6 3.83 2.69 1.42 0.84 12.9 28 2400 2.98 13.6 4.24 3.17 1.83 1.14 14.4 22 2497 2.95 17.0 3.37 2.46 1.17 0.63 13.6 33 2605 2.97 16.9 4.67 3.33 1.97 1.27 13.0 20 274 2.95 13.6 3.72 2.80 1.56 0.62 14.5 26 2800 2.96 17.0 3.98 3.03 1.85 1.23 16.2 21 2700 3.00 13.6 3.83 3.05 1.43 0.82 14.4 26 3000 2.93 .17.0 3.79 2.69 1.62 1.07 14.6 29 31 2r91 17.0 3.02 2.37 1.57 1.05 19.9 25 3176 • -. ••.. .... .... .... 700 ...Sensor f.ttiva 9 Maxirus fore. Frog nmis (.its) -- Granular Eff.ctive Overlay Allocable �q s t Deft Deft Deft Equivalency Subgrade Thi kne es Axle Load (kips) (h=) 00 12" 24" 36" (inches) R -Value (i es) (tattiest.) Comment ►. 18.00 •0. .88 0 J•- Ct f ent: City l*adisy: Rluma Cr Ir.ws Sla t.: Yankee Doo CA 0 R -1 8.8 N•TMNS q.o 9.s , iZ s.s 0 9.9 N- T*AN1. 0 9.7 L- TRAMS. Ot0 10.0+ 1.•AL1.10. 1.4 7.7 L- ALL3G. ••• ••• C/1. ASN8 0 0 9 .6 :-TRAMS. 0.0 9.9 M- TRANS. Ok 8.6 1.•7RANS. 0 9.5 L- TwutS. 0 9.1 L- ALLIC. 0. 8.5 L- TRANS. 0.0 10.0. L•ALL1G.0 0 . 4 8 . 6 L.ALLIG. 0.3 4.7 1-TRANS. 0.5 a.5 L- TRANS.0 0.6 8.4 l- ALLIG. 0.0 9.0 l- TRAMS.0 0.1 8 . 7 L•AL11G. 2 .4 6 .8 M- ALLIG. 9 . 7 L- ALL10. 0. a.7 L- POT$OLE 0.2 4.6 L- ALLIG.CR 0.0 9.1 l- ALLIG.CR 0.0 8.2 L- ALLIG.Cmt 0 . 0 9 .1 L AUL1G.Ca 0.0 9.3 L- TRANS.CR 0.0 9.1 L•ALLIG.CR 0.9 9.1 0.0 10.0• f Ragan 88 Road wk road e Road CR CIL YAW. lE m 36' WIDE STREET 3 011 -01 8' WIDE BITUMINOUS TRAIL4 w/ 8' WIDE BOULEVARD ASHBURY ROAD 010 -30 0 150 300 Seale in feet 1 1 7 l i 1 I 1 STREET /BITUMINOUS TRAIL IMPROVEMENTS Bonestroo Rosene EAGAN, MINNESOTA FIGURE 3 Anderlik d Associates (0 BLUE CROSS ROAD PROJECT No. 646 L• \49 \49537\49537F05 DECEMBER ' OMM. 49537 Ex. 4" Bituminous Ex. 6" Crushed Limestone Aggregate Base EXISTING SECTION vir Ex. 4" Bituminous Ex. 6" Crushed Limestone Aggregate Base EXISTING SECTION Ex. 4" Bituminous Ex. 6" Crushed Limestone Aggregate Base EXISTING SECTION TYPICAL SECTION E XISTING B624 CONC. C & G EXISTING B624 CONC. C & G EXISTING B624 CONC. C & G EAGAN, MINNESOTA BLUE CROSS ROAD OV L: \49 \49537\49537F04 AUGUST 1993 40' IMPROVEMENT A 40' IMPROVEMENT C Mill Existing Bituminous Surface 0 Gutter t —Save Ex. Curb 1 1/2" Bituminous Wear Course Crack Repair & Bituminous Patching CRACK REPAIR OVERLAY Remove Surface, —Save Ex. Curb 1 1/2" Bituminous Wear Course 3" Bituminous Base Course Existing Gravel Base NEW BITUMINOUS SURFACE ON EXISITNG GRAVEL IMPROVEMENT B Remove Surface Existing Bituminous and Gravel Base -J'rr i Ex. 2" Bituminous Wear Course 4" Bituminous Base Course 10" Class 5 Aggregate Base RECONSTRUCT Ex. BIT./ GRAVEL SURFACE FIGURE 4 PROJECT No. 646 COMM. 49537 Existing Bituminous Save Ex. Gravel Base 11 Curb Bonestroo Rosene Anderlik& Associates Enptn•ari6 Arehlt• eta 2335 Wat Highway 36 st. Paul, Minn..ota 55112 LEGEND ASSESSABLE FOOTAGE 75' CORNER LOT CREDIT STREET ASSESSMENTS EAGAN, MINNESOTA BLUE CROSS ROAD OVE "`TTY PROJECT No. 646 L\49\49537\49537F03 AUGUST 1993 COMM. 49537 Bonestroo Rosene • Anderlik 6 FIGURE 5 Associates Agenda Information Memo February 15, 1994, City Council Meeting ENGLERT ROAD (STREETS & UTILITIES) B. Project 647, Englert Road (Streets & Utilities) --In response to a petition submitted by the developer of the proposed Pondview Townhomes Addition, the City Council authorized the preparation of a feasibility report for the installation of utilities and the upgrading of Englert Road from Pilot Knob Road to the cul-de -sac adjacent to 35 -E. This report was completed and presented to the City Council on January 18 with the public hearing being scheduled for February 15. Enclosed on pages (o through qd is a copy of the feasibility report for the Council's information and r erence during the public hearing. On February 8, an informational neighborhood meeting was held with the developer and affected property owners to discuss the proposed improvements. A summary of that meeting will be distributed with the Additional Information Packet on Monday. The approval of this project by Council action is a condition that must be fulfilled before the final plat of the Pondview Addition can proceed. Mark Hanson, of the City's consulting engineering firm (BRAA), will be providing the details associated with this public improvement. All notices have been published in the legal newspaper and sent to all affected property owners informing them of this public hearing. ACTION TO BE CONSIDERED ON THIS ITEM: To close the public hearing and approve /deny Project 647 (Englert Road - Streets & Utilities) and, if approved, authorize the preparation of detailed plans and specifications. (07 city of ¢agan Report for Englert Road Street and Utility Improvements City Project No. 647 Eagan, Minnesota December 1993 File No. 49534 il B :: °° str Ane VI AnderIlk & Associates Engineers A Anhit.ot. et. Paul, Minnesota December 14, 1993 City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55122 Re: Englert Road Utility and Street Improvements Project No. 647 - File No. 49534 Dear Mayor and Council: Attached is our report for the Englert Road Utility and Street Improvements. The proposed utility and street improvements are presented and discussed within the report, along with detailed cost estimates and a preliminary assessment roll. We will be pleased to meet with the Council and other interested parties at a mutually convenient time to discuss the report. Yours very truly, BOI�ESTRO ROSENE, ANDERLIK & ASSOCIATES, INC. (a- Mark A. Hanson MAH:pr Date: Reviewed by. Departmen �f Pu ' lid Works Reviewed by: Fhice Department ?. •o -aM I hereby certify that this report was prepared by me or under my direct supervision and that 1 am a duly Registered Professional Engineer under the laws of th State,of Mi$nesota. W� �t Mark A. Hanson Date: December 14, 1993 Reg. No. 14260 coc Page No. LETTER OF TRANSMITTAL 1 TABLE OF CONTENTS 2 SCOPE 3 FIGURE NO. 1 - LOCATION PLAN 4 FEASIBILITY AND RECOMMENDATION 3 DISCUSSION 3 A. Sanitary Sewer 3 B. Water Main 5 C. Sanitary Sewer/Water Service 6 D. Street/Storm Sewer 6 E. Street Lights 6 EASEMENTS AND PERMITS 7 COST ESTIMATE 7 AREA TO BE INCLUDED 8 ASSESSMENTS 8 REVENUE SOURCES 10 PROJECT SCHEDULE 11 APPENDIX A - PRELIMINARY COST ESTIMATES 12 APPENDIX B - PRELIMINARY ASSESSMENT ROLL 15 FIGURE NO. 2 - Sanitary Sewer 19 FIGURE NO. 3 - Water Main 20 FIGURE NO. 4 - Storm Sewer 21 FIGURE NO. 5 - Street/Street Lights 22 49534.1rp ENGLERT ROAD UTILITY AND STREET IMPROVEMENTS EAGAN, MINNESOTA PROJECT NO. 647 TABLE OF CONTENTS ENGLERT ROAD UTILITY AND STREET IMPROVEMENTS EAGAN, MINNESOTA PROJECT NO. 647 SCOPE Englert Road is an existing 20' wide gravel road serving four (4) existing single family bomes located southwest of Fish Lake. Englert Road is approximately 950' long, constructed westerly from Pilot Knob Road, and ends as a cul -de -sac at I -35E. The cul -de- sac and its right -of -way were constructed and acquired as part of I -35E. The upgrade of Englert Road is being considered at this time due to the proposed development of Pond View Townhome (29 single family units) located on the north side of Englert Road. FEASIBILITY AND RECOMMENDATION The project is feasible from an engineering standpoint and is in accordance with the objectives established in Eagan's Comprehensive Utility and Street Plans. The project can best be carried out as one project. DISCUSSION A) _ Sanitary Sewer: An existing 15" diameter trunk sanitary sewer is located in Englert Road, as shown on Figure No. 2. Eagan Public Works Department records indicate that three of the four existing single family homes located along Englert Road are connected to the existing trunk sanitary sewer. The existing home on Parcel 014 -79 49534.Irp 3 LOCATION PLAN EAGAN, MINNESOTA ENGLERT ROAD STREET & L• \49 \ \49534F01 SEPTEMBER 1993 0 1000 2000 Scene In feet t Boneetroo Roeene G Ander ORE 1 & VI Associates CITY PROJ. No. 647 is not connected. In addition, Parcels 013 -79 and 030 -79, located approximately 200' south, of Englert Road, are also connected to the trunk sanitary sewer in Englert Road by a 6" diameter sewer service, as shown on Figure No. 2. The sanitary sewer construction proposed herein is shown on Figure No. 2. The sanitary sewer construction provides for one sanitary sewer manhole constructed over the existing trunk sewer opposite the private street serving Pond View Townhomes. An 8" diameter sanitary sewer is proposed to be constructed north and south from the new manhole to serve Pond View Townhomes and Parcel 014 -79 when it develops further in the future. It's anticipated in the future, when Parcel 014 -79 develops, the existing sanitary sewer serving Parcels 013 -79 and 030 -79 will be connected to the 8" sewer stub when it's extended to the south. It's also proposed to construct an 8" diameter sewer in Englert Road to serve Lots 19 -25 in Pond View Townhomes, as shown on Figure No. 2. Also included is a 4" diameter sewer service to each townhome. B) Water Main: Water main proposed herein provides for constructing of an 8" diameter water main in Englert Road. The water main will connect to an existing 8" water main constructed a short distance from Pilot Knob Road, as shown on Figure No. 3. Two 6" diameter water mains will be constructed a short distance northerly from Englert Road to serve Pond View Townhomes, while one 6" diameter water service stub will be constructed southerly to serve future development of Parcel 014 -79. Public water mains in Pond View Townhomes will be constructed privately by the developer. The water main in Englert Road is 49534.1rp 13 located in the intermediate pressure zone. It's expected pressures in this area will range between 80 and 88 pounds per square inch (psi). The required number of hydrants and valves are also included. C) Sanitary Sewer/Water Service: Water Services (1" diameter) are proposed to be constructed to serve the four (4) existing residential homes and seven (7) proposed townhomes located along Englert Road. It's also proposed to construct an existing 4" diameter sanitary sewer service to serve the existing home on Parcel 014-79. It's also recommended the owners of Parcels 010 -77 and 014 -79 review their future service needs to determine if additional services are required to serve future development. D) Street/Storm Sewer: Street construction proposed herein provides for constructing Englert Road to a residential design section and a 32' width, as shown on Figure No. 5. Grading of the roadway is included as part of this project. The driveway approaches serving the existing residential homes will be reconstructed to match the new street surface. The boulevard areas adjacent to the existing homes will be sodded, while the open areas will be seeded. The storm sewer proposed herein is shown on Figure No. 4. Two small storm sewer systems are proposed to be constructed. One system will connect to an existing storm sewer in Pilot Knob Road, while the other will discharge directly into a sedimentation basin graded as part of Pond View Townhomes. E) Street Lights: It's proposed to construct four street lights, as noted on Figure No. 5. Street lights will be constructed by Dakota Electric. 49534.1 EASEMENTS AND PERMITS Street easements are required from Parcel 014 -79 for Englert Road to provide a full 60' wide street right -of -way, in accordance with Figure No. 5. Presently, an existing street easement does exist over Parcel 014 -79. A title search and an opinion of eminent domain are required to determine to what extent additional street easement is required. Listed below is the estimated existing (assume 24' wide), proposed, and additional street easement required from Parcel 014 -79 to construct Englert Road. Parcel 014 -79 Existing Proposed Additional Street Street Easement Street Easement Easement Required 18,000 sq. ft. 35,000 sq. ft. 17,000 sq. ft. Permits are required from MWCC, MPCA, and MHD for sanitary sewer and water main construction. A permit may also be required from the DNR for construction of storm sewer into Pond JP -3 (DNR Wetland No. 141W). COST ESTIMATE A detailed cost estimate for Project 636 is presented in Appendix A. The total estimated project cost is $184,560, which does not include additional costs for easement acquisition. However, the estimated cost does include 5% for contingencies and 30% for indirect costs, which include administrative, engineering, construction interest, and legal expenses, with the exception of street lights. Indirect costs for street lights are estimated at 20 %. 49534.Irp 7 AREA TO BE INCLUDED Cost Summary - Englert Road Sanitary Sewer Sanitary Sewer Stub N -S at Private Drive $ 5,600 Sanitary Sewer Serving Lots 19 -25, Pond View Townhomes 19,670 Water Main 36,580 Water Service 14,740 Street/Storm Sewer 103,650 Street Lights 4,320 $184,560 SE 1 /4 Section 16 Parcel 010 -77 Parcel 012 -78 (Pond View Townhomes) Parcel 014 -79 Bruestle Addition Lot 1, 2 Block 1 ASSESSMENTS Assessments are proposed to be levied against the benefitted properties. Assessment rates estimated herein will be revised, based on final project costs. A preliminary assessment roll is presented at the back of this report in Appendix B. Sanitary Sewer. It's proposed to assess the project cost for the sanitary sewer stub at the private drive ($5,600) equally to Parcel 014 -79 and 012 -78 (Pond View Townhomes), which is $2,800 each. It's proposed to assess the project cost for the sanitary sewer serving 49534.1 rp 8E0 Lots 19 -25 in Pond View Townhomes ($19,670) on a lump sum basis to Pond View Townhomes, which includes the sanitary sewer service. Water Main: It's proposed to assess the project cost for water main ($36,580) on a front foot basis (1570 F.F.) to each parcel that abuts the new water main. The front foot rate is estimated at $23.30/F.F., which includes a 150 F.F. corner lot credit to Parcels 010 -77 and 014 -79 in accordance with the City's assessment policy for assessing corner lots. Water Service: It's proposed to assess the project cost for water and sewer service ($14,740) to each parcel based on the number of water and sewer services constructed to serve each parcel. The estimated cost for each water and sewer service is $1,228 and $1,229, respectively. It's estimated at this time only Parcel 014 -79 will have one sewer service constructed to the existing home. If additional water and sewer services are requested by the owners of Parcel 010 -77 and 014 -79 than are estimated in this report, they can be added to the project and their cost will be assessed to that parcel making the request. Street/Storm Sewer The storm sewer construction proposed herein for the most part is required to provide proper drainage for the street and immediate area. Therefore, its cost is included in the street cost. The street/storm sewer cost ($103,650) is proposed to be assessed on a front foot basis (1720 F.F.) to each parcel that abuts the new street. In accordance with the City's assessment policy, a 75 F.F. corner lot credit is applied to the total F.F. abutting Englert Road for Parcels 010 -77 and 014 -79. The estimated rate per F.F. for street/storm sewer is $60.26. 495'34.1rp 9 Street Lights: It's proposed to assess the cost for street lights ($4,320) on a front foot basis (1720 F.F.) similar to street/storm sewer. The estimated cost per F.F. is $2.51. REVENUE SOURCES Proiect Cost Revenue Balance Sanitary Sewer Lateral $25,270 Lateral Assessment $25.270 $25,270 $25,270 -0- Water Main Lateral $36,580 Lateral Assessment $36,580 $36,580 $36,580 -0- Revenue sources to cover the cost of this project are listed below: Services Lateral $14,740 Lateral Assessment $14.740 $ 14,740 $ 14,740 -0- Street/Storm Sewer Local $103,650 Local Assessment $103,650 $103,650 $103,560 -0- Street Lights Local $4,320 Local Assessment $4.320 $4,320 $4,320 -0- 49534.1 rp All project costs estimated herein are lateral. Therefore, all costs will be assessed requiring no City funds to finance the cost of this project. In the event additional cost is incurred for street easement acquisition, the additional cost will be added to the cost for street, resulting in a higher cost per lot equivalent for street. Present Feasibility Report December 1993 Public Hearing January 1994 Approve Plans/Specifications March 1994 Open Bids /Award Contract April 1994 Substantial Completion August 1994 Assessment Hearing September 1994 First Payment due w/Real Estate Taxes May 1995 49534.1 rp PROJECT SCHEDULE Project schedule is subject to change, based on development schedule and approval process through Planning Commission and City Council. A) SANITARY SEWER APPENDIX A PRELIMINARY COST ESTIMATE ENGLERT ROAD UTILITY AND STREET IMPROVEMENT Project No. 647 Sanitary Sewer Stub N -S at Private Drive 80 LF 8" PVC sanitary sewer (? $25.00/lf $2,000 1 EA Std MH w /cstg @ $1,600.00 /ea 1,600 1 EA Connect MH to existing 15" RCP @ $500.00 /ea 500 Total $4,100 + 5% Contingency 210 $4,310 + 30% Indirect Cost 1.290 TOTAL SANITARY SEWER STUB $5,600 Sanitary Sewer Serving Lots 19 -25, Pond View Townhomes 240 LF 8" PVC sanitary sewer @ $20.00/If $ 4,800 1 EA Std 4' dia MH w /cstg @ $1,200.00 /ea 1,200 12 LF 8" outside drop section @ $150.00/If 1,800 1 EA Connect to existing MH @ $500.00 /ea 500 7 EA 8" x 4" wye @ $80.00 /ea 560 370 LF 4" PVC sanitary sewer service 5.550 Total $14,410 + 5% Contingency 720 $15,130 + 30% Indirect Cost 4.540 TOTAL SANITARY SEWER, LOTS 19 -25 $19,670 g o 49534.1 tp 12 B) WATER MAIN 900 LF 8" DIP Water main @ $19.00/If $17,100 100 LF 6" DIP Water main @ $16.00/If 1,600 2 EA 8" Gate valve & box @ $600.00 /ea 1,200 2 EA 6" Gate valve & box @ $400.00 /ea 800 3 EA Hydrant @ $1,200.00 /ea 3,600 1 EA Connect to existing water main @ $500.00 /ea 500 2000 LB Fittings @ $1.00/Ib 2.000 Total $26,800 + 5% Contingency 1.340 $28,140 + 30% Indirect Cost 8.440 TOTAL WATER MAIN $36,580 C) WATER SERVICE 45 LF 4" Sanitary sewer service @ $20.00/1f $ 900 550 LF 1" Water service @ $15.00/If 8,250 11 EA 1" Corporate stop @ $50.00 /ea 550 11 EA 1" Curb stop @ $100.00 /ea 1.100 Total $10,800 + 5% Contingency 540 $11,340 + 30% Indirect Cost 3.400 TOTAL WATER SERVICE $14,740 49534.1 rp 13 D) STREET /STORM SEWER Lump Sum Clear & grub trees @ $1500.00/ls $ 1,500 100 CY Subgrade excavation @ $5.00 /cy 500 150 CY Topsoil borrow @ $8.00 /cy 1,200 100 CY Common borrow @ $10.00/cy 1,000 Lump Sum Street grading @ $7,000/1s 7,000 1,300 TON Aggregate base, 100% crushed Class 5 @ $8.00 /tn 10,400 450 TON Bituminous base course @ $23.00 /ton 10,350 225 TON Bituminous wear course @ $25.00 /ton 5,625 180 GAL Bituminous material for tack coat @ $1.50 /gal. 270 250 LF 18" RCP storm sewer @ $26.00/If 6,500 120 LF 15" RCP storm sewer @ $24.00/If 2,880 4 EA Std MH/CBMH w /cstg @ $1.200 /ea 4,800 4 EA Std CB w /cstg (a) $900.00 /ea. 3,600 1 EA 18" RCP flared end @ $800 800 Lump Sum Rip rap w /sedimentation basin @ $1,000.00/Is 1,000 1 EA Connect to existing storm sewer @ $500.00 /ea 500 8 EA Adjust MH /G.V. structures @ $150.00 /ea 1,200 1900 LF B618 concrete curb & gutter @? $6.00/lf 11,400 2,500 SY Sodding @ $2.00 /s.y. 5,000 0.5 AC Seeding @ $800.00 /ac. 400 Total $75,925 + 5% Contingency 3.800 $79,725 + 30% Indirect Cost 23.925 TOTAL STREET /STORM SEWER $103,650 E) STREET LIGHTS 4 EA Street lights @ $900.00/ea $3.600 Total $3,600 + 20% Indirect Cost 720 TOTAL STREET LIGHTS $4,320 49534. I rp 14 A) SANITARY SEWER Parcel Description APPENDIX B PRELIMINARY ASSESSMENT ROLL ENGLERT ROAD UTILITY AND STREET IMPROVEMENT Project No. 647 Sanitary Sewer Stub N -S at Private Drive SE '/4 Section 16 Parcel 012 -78 (Pond View) 1 2,800 Parcel 014 -79 1 2 800 5,600 Sanitary Sewer Serving Lots 19 -25, Pond View Townhomes SE 1/4 Section 16 Parcel 012 -78 (Pond View) LS B) WATER MAIN Parcel Description Assessable F.F. Rate F.F. Total Assessment SE 1/4 Section 16 Parcel 010 -77 190 * $23.30 $ 4,427 Parcel 012 -78 (Pond View) 580 23.30 13,513 Parcel 014 -79 600 23.30 13,980 Bruestle Addition Lot 1 Block 1 100 23.30 2,330 Lot 2 Block 1 100 23.30 2.330 1570 $36,580 * Includes 150' corner lot credit. 495.34.1rp 15 Number Unit Total Assessment 03 19,670 C) SERVICES Parcel Description SE '4 Section 16 Parcel 010 -77 Parcel 012 -78 (Pond View) Parcel 014 -79 Bruestle Addition Lot 1 Block 1 Lot 2 Block 1 D) STREET /STORM SEWER Parcel Description SE '/. Section 16 Parcel 010 -77 Parcel 012 -78 (Pond View) Parcel 014 -79 Bruestle Addition Lot 1 Block 1 Lot 2 Block 1 * Includes 75' corner lot credit. 49534.Irp 16 Number Cost/ Number Cost/ Water Water Sewer Sewer Service Service Service Service 1 $1,228 7 1,228 1 1,228 1 $1,229 1 1,228 1 1,228 11 Assessable Lot Total F.F. Rate/F.F. Assessment 265 * $60.26 580 60.26 675 * 60.26 100 60.26 100 60.26 1720 $ 15,969 34,952 40,677 6,026 6.026 $103,650 Total Assess. $ 1,228 8,599 2,457 1,228 1.228 $14,740 E) STREET LIGHTS (4 lights @ $900 /ea = $3,600 + 20% Indirect Cost = $4,320) Parcel Description SE '/. Section 16 Parcel 010 -77 Parcel 012 -78 (Pond View) Parcel 014 -79 Bruestle Addition Lot 1 Block 1 Lot 2 Block 1 265 580 675 100 100 1720 49534.1 rp 17 Assessable Total F.F. Rate/F.F. Assessment $2.51 2.51 2.51 2.51 2.51 $ 666 1,457 1,695 251 251 $4,320 SUMMARY PRELIMINARY ASSESSMENT ROLL ENGLERT ROAD UTILITY AND STREET IMPROVEMENT Project No. 647 Parcel Sanitary Sewer Water Water Street/Storm Street Total Description Stub Lots 19-25 Main Services Sewer Lights Assessment SE V Section 16 Parcel 010 -77 $ 4,427 $ 1.228 $ 15,969 $ 666 $ 22.290 Parcel 012 -78 (Pond View) $2.800 $19,670 13,513 8.599 34,952 1.457 80,991 Parcel 014 -79 2,800 13,980 2.457 40,677 1,695 61,609 Bruestle Addition Lot 1 Block 1 2,330 1,228 6,026 251 9.835 Lot 2 Block 1 2.330 1.228 6.026 251 9.835 $5,600 $19,670 $36,580 $14,740 8103,650 $4,320 $184,560 49534.1rp 18 2 mm EXIST. 15" , 22 21 �� SAN. SEWE' AtiltriU"."1" 1 r -♦ PROP. 8" SAN. SEWER ti BRUESTLES ADDITION POND ti 1 1 ENGLERT PROP. SAN. SEWER SVC. ...TO.. ..0 ■... .......„ r �'•� it -r rr � 1 I _ __ -- r PROPOSED - ---- �_ K�V�swbov I r �,, 3rd D� PLAT , \-\-----....‘ - 1 t - ' 1 - - -- - -l— % 1 _ - - -r \ `+ - -- .,A r — — I ` �� t rr , ■ SANITARY SEWER IMPROVEME EAGAN, MINNESOTA ENGLERT ROAD, CITY P VIEW POND JP -3 TOWNHOMES SAN. SEWER BY OTHERS 1 L• \49 \49534 \49534F02 SEPTEMBER 1993 COMM. 49534 010 -77 ROAD EXIST. SAN. SEWER SVC. ROP. 8" N. SEWER t 014 -79 k 013 -79 030 -79 GURE 2 • Bonestroo Rosene Anderlik 6 Associates 0 100 200 So01, in fond :*:02 vim 1 1 1 Lr-' 2 4 44 -4.1. Si . 21 BRUESTLES ADDITION POND EAGAN, MINNESOTA ENGLERT ROAD, CITY PROJE L: \49 \49534 \49534F02 SEPTEMBER 1901 I POND JP -3 6" W.M. BY OTHERS VIEW WATER MAIN IMPROVEMENTS TOWNHOMES PROPOSED 8" WATER MAIN 010 -77 ..,.�... o ENGLERT PROP. WATER ROAD rr• ..� °` SERVICE 014 -79 013 -79 CONNECT TO Ex. 8" W.M. 1 1 -rvice 030 -79 i 1 fo i G ..- . . -_.-. ' r " s_ . / , - - r 0 . rnuu 4O IA '. -- ...- - �,w ■�/ w \ / rs i_..._.� -...�' ww -'r . . i . ............. - -� ? ROI S OSEO ...... r l �ISWJOip ' 3rd 44 DD PLAT--A � ; - - 1 - -- - - • -r - LEGENG ASSESSABLE FRONT FOOTAGE IGURE 3 150' CORNLR LOT EQUIVALENT • n Bonestroo Rosene Anderlik d Associates 0 1 00 200 See. in Net 1 2 1 ` J " O 23 2 22 21 POND BRUESTLES ADDITION ENGLERT 1 - - 1 014 -79 I - ef. -. -.. T 1 ,,i - 1 ? % 1 r / / i I --'- .J t [ I 1 ------ — J- KINGSW' JO''D STORM SEWER IMPROVEMENTS EAGAN, MINNESOTA ENGLERT ROAD, CITY PROJE L; \49 \49534 \49534F03 SEPTEMBER 1993 POND JP -3 NWL g 844.0 wEw HWL = 846.5 013 -79 TOWNHOMES SEDIMENT BASIN 010 -77 tiJ 1 ROAD 1 3rd e4D4 PLAT- -\, �--- r 47 COMM. 49534 030 -79 8" GURE 4 i 1 a - - -- 1 1 .177.... -rte 1 1 — / -+- %v... 0 1 11 I I 1 1 I 1 I I i 0 100 200 Seale in !eel ifil Bonestroo Rosene • Anderiik d Associates 121 Lr' O ENGLERT ROA 014 -79 PROPOSED 8618 CONCRbE CURB & GUTTER (32' F —F) BRUESTLES r - -, 1 1 ADDITION 1.--J 013 -79 1 rte ▪ _ i •'. rte - � • -1 �� P " I i I r ____.__ -- -RRO OS D IfI GSWO0ip i 1 ■ i __ �..�.. - - -\ / i 3rd 44DD PLAT-A, �- -- EAGAN, MINNESOTA i t 1 I �Ir 1 t �. r- - . -- ENGLERT ROAD, CITY PROJEC L• \49 \49534 \49534F04 SEPTEMBER 1993 COMM. 49534 030 -79 1 I� GURE 5 Cip --'" j,EGEND 75' CORNER LOT CROIT 4k. PROPOSED STREET LIGHTING STREET /STREET LIGHT IMPROVEMENTS n Bones troo Rosene win Anderlik d tji Associates ASSESSABLE G 100 zoo FRONT FOOTAGE xoie lf Agenda Information Memo February 15, 1994, City Council Meeting WILDERNESS RUN 1ST - 4TH ADDNS, (STREET RESTORATION) C. Project 660, Wilderness Run lst-4th Additions (Street Restoration)—As a part of the City's 5 -Year Capital Improvement Program, an evaluation of the street and utilities within the Wilderness Run lst-4th Additions was scheduled for consideration of improvements during 1994. Subsequently, on November 16, 1993, the City Council authorized the preparation of a detailed feasibility report to identify the extent of improvements required within these neighborhoods. On January 13, the Public Works Department hosted an informational open house meeting at Easter Lutheran Church to present the preliminary feasibility report for the proposed improvements. Of the 185 notices sent out, approximately 26 property owners were in attendance at that meeting and raised several questions. A summary of that meeting will be distributed with the Additional Information Packet on Monday. On January 18, the City Council received the feasibili report and scheduled a public hearing to be held on February 15. Enclosed on pagesough is a copy of the final revised report for the Council's information and re erence durin the public hearing. Mr. Steve Gatlin, of the City's consulting engineering firm (Maier, Stewart & Associates) will be presenting the details of this proposed improvement through a series of slides, photos, and /or overheads. Staff will be available to address additional questions and concerns that may come up during the public hearing. All notices have been published in the legal newspaper and sent to all affected property owners informing them of this public hearing. The City staff has received many calls from affected property owners and have mailed copies of the feasibility report to those who have requested such. ACTION TO BE CONSIDERED ON THIS ITEM: To close the public hearing and approve /continue /deny Project 660, Wilderness Run lst-4th Additions (Street Restoration) and, if approved, authorize the preparation of detailed plans, specifications and representative appraisals. • FEASIBILITY STUDY FOR WILDERNESS RUN STREET RECONSTRUCTION & DRAINAGE IMPROVEMENTS City of Eagan Project Number 660 FEBRUARY 1994 I hereby certify that this Feasibility Study was written by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Minnesota. •/ 9 /94 ruce A. Irish, P.E. ' Date Reg. No. 14974 a -9 -9y Sttven D. Gatlin, P.E. Date Reg. No. 12754 Prepared for City of Eagan, Minnesota 112 - 006-10 p6SL191%8VGL S CIVIL ENGINEERING. ENwRONMENTAL MUNICIPAL PLANNING STRUCTURA; SURVEYING TRAFFIC TRANSPORTATION 1326 Energy Pork Drive Sr. Pod, MN 55108 612414.4389 Fax 612444 -9446 9800 shdard Parkway Minneapolis, MN 55441 612.546-0432 Fare 612444 -6398 February 9, 1994 File No: 112 - 006-10 Honorable Mayor and City Council City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 RE: FEASIBILITY STUDY WILDERNESS RUN STREET IMPROVEMENTS Dear Mayor and City Council: Please find enclosed the preliminary feasibility study for the referenced project. This report addresses street reconstruction and subgrade drainage improvements throughout the Wilderness Run development. Also included is a preliminary cost estimate and preliminary assessment roll for the project. Please contact our office if you have questions or require further information regarding this project. Sincerely, MSA CONSULTING ENGINEERS Ste en D. Gatlin, P.E. Vice President Attachments Reviewed by: Public Wo Finance Item Transmittal Letter Table of Contents City of Eagan Wilderness Run First, Second, Third and Fourth Additions Street Reconstruction and Drainage Improvements City Project Number 660 Introduction 3 Scope 3 Exhibit One - Project Location Map 4 Existing Conditions 5 Proposed Improvements 6 Exhibit Two - Street Section Exhibit Three - Street Section Exhibit Four - Street Section Assessment Area Easements and Permits Exhibit Five - Assessment Area Map TABLE OF CONTENTS Project Cost 12 Financing 12 Assessment 12 Project Schedule 13 Recommendations 14 Conclusion 14 Appendix A - Preliminary Cost Estimate Appendix B - Preliminary Assessment Roll 2 2 7 8 9 10 10 11 INTRODUCTION This feasibility study is submitted as required under Minnesota State Statute 429 regarding the assessment of public improvements. The City of Eagan authorized the feasibility study for the rehabilitation of approximately 11,000 linear feet of streets within the Wilderness Run First, Second, Third and Fourth Additions, located adjacent to Wilderness Run Road, directly east of Pilot Knob Road. The locations of the proposed improvements are presented on Exhibit 1. This feasibility study investigates the street improvements necessary to bring the roadway surfaces within the Wilderness Run Additions to a condition which conforms to the City of Eagan standard for seven -ton roadways. The report provides costs associated with three different methods of rehabilitating the roadways. The proposed methods of improvement include complete reconstruction and two methods of milling and overlaying the existing surface. The construction will not alter the existing street dimensions and the new street will meet the City's 7 -ton design standard. The area under study is currently zoned as residential. SCOPE The purpose of this report is to analyze the feasibility of rehabilitating various streets as presented on Exhibit 1. It is proposed to rehabilitate the existing street bituminous paving by either milling with overlay or replacement of full section excluding curb. The specific pavement rehabilitation procedure is based upon the overall characteristics of a workable number of street segments. The existing concrete curb and gutter will not be removed unless it show signs of distress or settling. Storm drainage improvements will consist of structure adjustments to bring the exiting utilities to the new street grade and subgrade drainage will be installed in areas showing frost damage or signs of settling, possibly contributable to poor subgrade drainage. Project funding will also be addressed within this report. The costs outlined in this report include an estimated construction cost based upon 1993 construction bids received on similar projects. Also included is a 30% indirect cost which includes anticipated design and construction engineering, administration, legal and fiscal expenses and a 5% contingency. A preliminary assessment roll is included as Appendix B. It was prepared in accordance with the City of Eagan's current assessment policy. Sources for funding the project include assessments to private and City Park property and City funds to finance curb repair, utility repair, storm sewer repair, and 25% of street rehabilitation costs. 3 A. N IIT 1 SAFARI AT AKOTA COUNTY KNOB N 1 pi J . • we /A - lilk. -; - -1 wallii:a A 1111W THOMAS LAKE PARK ‘1,11111111111c • PARK ■r.. • >f; `=Li fI ..a/ M LYOP F PLAZA SAN ` '_iuuu11111 IIIIIIIr 1pi. \� �.a •,.a• ". r a " I KENSt I A ERNESS SUN PROIECT. &TE P884 or : ! " !l ate Qflflis'�`� \N_ !IL l*l j!� E �, r.fir S• o.lbetalablilp \ - 1111�11��•a��lll!■11111 O0AT .HILL P nnulll CHASE P J 7w � ;e.KO.a e� i�wM . •, ` \ _ •/� 11 11/ �11L lo i r 4 .�T "�Ils 1 I � WE s 7 - tn■ I - L �At. , • SITE I' �i��, ` ♦ ' i ■ 110`....11 r Va 112;;* R / %�\ 101..r/i�� 4 BERRY MTCN PARK PARKVIEW GOLF COURSE. DA K A CO Y PARK • • • • - • OD • I% PATRICK EAGAN PARK • WEAL NE PAI Nu;. •1111111 DAKOTA COUNTY PARK • MSL CONSITMIC WILDERNESS CITY OF EAGAN LOCATION MAP EXCIl01KI4 city of Hagen EXISTING CONDITIONS Core samples were obtained by Braun Intertec, Inc. in order to evaluate the existing pavement sections and the necessary requirements to meet a city standard 7 -ton design. The City employed Braun to perform the required tests which consisted of 26 penetration borings from which pavement thicknesses were measured. In addition, visual observations of the project site were made by MSA engineers to determine additional construction requirements based upon the existing pavement conditions. The existing pavement sections ranged in thickness from 3' to 7'% inches of bituminous (average thickness was approximately 4 inches) and 8 inches of silty sand with gravel (the base material did not consist of "class five aggregate" as it is presently known). Braun Intertec, Inc. conducted Road Rater analyses throughout the Wilderness Run Additions. Pavement Conditions The City's Pavement Condition Index Report was reviewed as part of the preparation of this feasibility study. The Pavement Condition Index is a procedure that produces a number used to prioritize street improvements and manage the overall transportation system. A major objective of prudent pavement management is to identify street sections that are still in fair condition but need rehabilitation work. The timely identification of streets that need rehabilitation work is more prudent than waiting until the street has aged and deteriorated to the point that reconstruction is the only feasible alternative. Using this approach, streets are kept at a higher service condition for lower long -term cost. Based on the Pavement Condition Index Report, the majority of streets within the Wilderness Run neighborhood have aged and deteriorated to the point that major rehabilitation is prudent and appropriate. The detailed investigation done as part of this study agrees with that evaluation. Some of the street sections have deteriorated at a faster rate. Reconstruction of the entire pavement section is now appropriate for these streets. Reconstruction will include measures to decrease the rate of decay in the future. These measures include edge drains and granular material subcut to drain subsurface moisture which will prevent frost heave and soil strength loss. Storm Drainage Conditions The existing storm drainage system within the development is adequate to handle the storm runoff from the area; however, numerous catch basins have settled over the design life of the existing streets and will require adjustment. 5 cr7 PROPOSED IMPROVEMENTS STREET IMPROVEMENTS The proposed street section throughout the Wilderness Run Additions will match the existing 32- foot wide roadway. Three methods of rehabilitation are proposed for the streets within the development. Significantly deteriorated street sections would receive complete reconstruction to include subgrade drainage improvements. Milling and overlaying the entire street section would be used for streets that can be rehabilitated but show rutting or higher potential for reflective cracking. Feather - milling the pavement edge followed by an overlay of the entire section would be used for neighborhood streets in reasonably fair condition. The pavement sections are presented on Exhibits 2, 3, and 4. Street reconstruction in the Wilderness Run Additions will include the installation of perforated drain tile to enhance subgrade drainage as necessary. The approximate length of street to be reconstructed is 6500 linear feet while the lengths to be milled (entire width) and edge milled are 2400 and 1900 linear feet, respectively. The costs associated with the construction and rehabilitation of the roadways are presented in the cost section of this feasibility study (Appendix A). STORM SEWER IMPROVEMENTS Storm sewer improvements will be implemented in accordance with the City's Comprehensive Storm Water Management Plan. The improvements will primarily consist of structure adjustment to provide surface continuity with the new pavement surface. SANITARY SEWER AND WATER REPAIRS A list of sewer and water utility repairs and adjustments has been provided by the City of Eagan Public Works Staff. These repairs and adjustments will be included in the project plans and completed at the City's expense. The adjustments include gate valve repairs and replacement, hydrant relocation and structure adjustments. The estimated City cost for these repairs and improvements is outlined in Appendix A. chi 4' PERF. HDPE EDGEDRAIN WITH GEOTEXTILE SOCK (AS NECESSARY) COSMIC MN BS EACOO6 X R ROW EXISTING SURMOUNTABLE CURB & GUTTER 1 16' RECONSTRUCT SUBCUT (SEE EXHIBIT 2) WILDERNESS RUN ADDITIONS cnlr of EAG4tr PAOa s � ea STREET sr c�aH c� 16' REMOVE EXISTING PAVEMENT (CONCRETE CURB & GUTTER WILL REMAIN IN PLACE) 1 1/2' 2341 TYPE 41 BITUMINOUS WEAR COURSE TACK COAT 1 1/2' 2331 TYPE 32 BASE COURSE 6' CLASS 5 AGGREGATE BASE 18' SELECT GRANULAR (IF REOUIRED) EMMEv city of aegen ROW 6 ' 16' 16' VARIES 6' J MILL 1 1i2" OF EXISTING BIT. SURFACE. MILL ENTIRE WIDTH 1 1 ' OVERLAY 1 1/2' BIT WEAR W f EATHERED 1 1/2* M.ING COURSE (SEE EXHIBIT t 8' t/2" FEATHERED TYPE 41 LEVEUNG COURSE --- 1 1,i2 2341 TYPE 41 BITUMINOUS OVERLAY MILL 1 1/2" BIT. SURFACE AT CURB UNE ROW WILDERNESS RUN ExNE0T ADDITIONS COMM MUMS cxnr of E►Gw PRoJ. STREET 3 cwr �E� city ofeac�en ROW a ' MS1,- .2111C ROMS GOO6EX 16' WILDERNESS RUN ADDMONS CTY OF EAGAN PROD. SWEET 16' FEATHER MILL 6' WIDTH, 1 1/2" DEPTH — 1 1/2 2341 TYPE 41 BITUMINOUS OVERLAY a ' MILL EDGES 1 1/2' OVERLAY CROSS — SECTIONS 1 1/2' BIT(SEE EXHIBIT 2) ROW EXHDEDV city of earn ASSESSMENT AREA The area to be included for assessment purposes is presented on Exhibit 5 and includes the following: property Description Number of Lot Equivalents Wilderness Run First Addition Block 1, Lots 1 -12 Block 2, Lots 1 -20 12 20 Wilderness Run Second Addition Block 1, Lots 1 -10 10 Block 2, Lots 1 -22 22 Block 2, Lots 24 -28 5 Block 3, Lots 1 -9 9 Wilderness Run Third Addition Block 1, Lots 1 -19 19 Block 1, Lots 21 -25 5 Wilderness Run Fourth Addition Block 1, Lots 1 -8 8 Block 2, Lots 1 -13 13 Block 3, Lots 1 -19 19 Block 3, Lots 25 -31 7 Block 4, Lots 1 -8 8 Block 5, Lots 1-6 6 Ches Mar Addition Block 1, Lots 8 -10 3 Block 2, Lots 1 -3 3 EASEMENTS AND PERMITS 10 TOTAL 169 Lots All street and storm sewer work will be conducted within the existing roadway right -of -ways; therefore, no additional easements or permits are anticipated. :AG006EX E2S� 04 city oF pagan PROJECT COST The estimated construction costs for the proposed street are presented in Appendix A included at the back of this report. The estimated indirect cost items such as engineering, city administration, fiscal and legal expenses have been estimated at 30% and a 5% contingency cost is included for variations in construction costs. The following is a summary of the anticipated costs for the project. I. Street Costs Bituminous Pavement $848,000 Concrete Curb and Gutter Repairs 19,000 II. Utility Improvements Sewer and Water Repairs 7.000 TOTAL COST $874,000 Based upon an anticipated construction cost of approximately $647,000 the estimated total project cost is $874,000. This cost includes 30% for indirect costs and a 5% contingency cost. FINANCING The recommended means of financing the rehabilitation of streets within the Wilderness Run Addition is through a combination of special assessments to benefitted properties and City financing. The benefitted properties are proposed to be assessed in accordance with the City's current assessment policy. The City will assume a portion of the project costs for the street reconstruction and the costs associated with the utility maintenance and repairs. Assessments will be paid either upon completion of the assessment hearing or over a fifteen year period at the interest rate obtained at the time of the bond sale. A preliminary assessment roll is included as Appendix B of this report. It addresses proposed assessment amounts to each specific property within the project scope. The estimated assessment per lot equivalent is $3,552. ASSESSMENT Assessments are proposed to be levied against the benefitted properties as outlined in the City of Eagan's current assessment policy for street reconstruction. A summary of the assessment policy for such a project is presented below and a preliminary assessment roll has been included as Appendix B of this report. The assessments presented are based upon preliminary cost estimates and will be revised based upon the actual construction costs. 12 ia( Bituminous Street Construction 75% 25% 100% 0% Concrete Curb Repairs (existing) 0% 100% 0% 100% Storm Sewer Repairs 0% 100% 0% 100% Sanitary Sewer/Watermain Repairs 0% 100% 0% 100% The method of determining the assessment per lot equivalent is presented below. The preliminary cost estimates are included as Appendix A. As indicated in the above table, residents are not assessed for the repairs to existing concrete curb and gutter or the utility repairs and adjustment being included in this project. An additional item of note is that the assessment amount is based upon the projected construction costs and the City of Eagan Assessment Policy; yet, conditions of Minnesota Statute Chapter 429 must also be complied with regarding the benefit of the improvement to the affected properties. Total Amount Assessed as Street Construction minus City's Assessment for Park Properties equals Amount Assessed to Residents divided by 169 benefitting lots equals Lot Equivalent Assessment Street Cost $3,552 Curb Cost $ 0 Utility Costs ,S 0 Total Assessment $3,552 Residential/Duplex All Other Types Assessed Ott Assessed fly At 169 assessment units, the assessment recovery is $600,200. The remaining $273,000 is to funded from City of Eagan revenues. PROJECT SCHEDULE Public Informational Meeting January 13, 1994 City Council Receives Feasibility Report January 18, 1994 Public Hearing / City Orders Plans and Specifications February 15, 1994 13 $635,700 - $35.500 $600.200 169 $3,552 City Council Receives Plans and Specifications / April 5, 1994 and Sets Bid Opening Bid Opening May 12, 1994 City Council Receives Bids / Awards Contract May 17, 1994 Construction Begins May 30, 1994 Construction Complete September 26, 1994 Assessment Hearing October 4, 1994 First Payment Due October 1995 RECOMMENDATIONS • Street Reconstruction - Based upon the core samples collected by Braun, projected roadway use and on -site observations, the rehabilitation of roadways within Wilderness Run (to a city standard 32 -foot wide, 7 -ton roadway) would be appropriate. The roadways will be reconstructed with subgrade drainage or milled and overlaid as appropriate. The cross - sections shown on Exhibits 2, 3, and 4 represent the proposed cross section and subgrade drainage improvements. • Storm Sewer - The storm sewer improvements would include catch basin adjustments throughout the entire project area to match the new roadway surface. • Structure Adjustment - All sewer and water utility structures would be adjusted to match the newly constructed street surface. • Restoration - All boulevard areas that are disturbed during construction will be restored to their original condition. CONCLUSION The cost of the Wilderness Run street improvements is estimated at $874,000. The project would be completed in accordance with the schedule provided in this report in the spring and summer of 1994. The project would be funded through special assessments to the benefitted properties. The anticipated assessment per lot equivalent is $3,552. This Wilderness Run Street and Drainage Improvements project is technically feasible from an engineering standpoint. 14 Item I Street Reconstruction Bituminous Pavement Removal Common Excavation Common Borrow Class Five Aggregate Base Type 31 Bituminous Base Course Type 41 Bituminous Wear Course Bituminous Tack Coat Perforated Drain Tile Catch Basin Adjustment Manhole Adjustment Gate Valve Adjustment II Mill and Overlay Appendix A Preliminary Cost Estimate Wilderness Run Additions (1,2,3 & 4) Street Rehabilitation - City Project No. 660 Unit Extended Quantity Unit Cost Cmt 25,000 SY $1.50 $37,500 12,000 CY $7.00 $84,000 16,000 TN $9.50 $152,000 8,000 TN $7.50 $60,000 3,000 TN $21.00 $63,000 2,300 TN $23.00 $52,900 1,200 GAL $1.50 $1,800 12,000 LF $5.00 $60,000 30 EA $250.00 $7,500 15 EA $300.00 $4,500 20 EA $200.00 $4,000 Construction Cost $527,200 5% Contingency Cost $26,360 30% Indirect Costs $158,160 Total Reconstruction Cost $711,720 Bituminous Milling 7,500 SY $2.50 $18,750 Bituminous Tack Coat 400 GAL $1.50 $600 Type 41 Bituminous Wear Course 950 TN $23.00 $21,850 Type 31 Bituminous Leveling Course 950 TN $21.00 $19,950 Catch Basin Adjustment 4 EA $250.00 $1,000 Manhole Adjustment 3 EA $300.00 $900 Gate Valve Adjustment 6 EA $200.00 51.200 Construction Cost $64,250 5% Contingency Cost $3,213 30% Indirect Costs $19,275 Total Mill /Overlay Cost $86,738 III Edge Mill and Overlay Bituminous Milling 3,500 SY $2.50 $8,750 Bituminous Tack Coat 500 GAL $1.50 $750 Type 41 Bituminous Wear Course 780 TN $23.00 $17,940 Catch Basin Adjustment 15 EA $250.00 $3,750 Manhole Adjustment 10 EA $300.00 $3,000 Gate Valve Adjustment 12 EA $200.00 $2,400 IV Concrete Curb and Gutter Repairs Remove Damaged or Sunken Curb Install Concrete Curb and Gutter V Sanitary Sewer and Watermain Repairs Construction Cost $36,590 5% Contingency Cost $1,830 30% Indirect Costs $10,977 Total Edge Mill/Overlay Cost $49,397 1 ii 1200 LF $4.00 $4,800 1200 LF $7.50 $9,000 Construction Cost $13,800 5% Contingency Cost $690 30% Indirect Costs $4,140 Total Curb and Gutter Cost $18,630 Raise /relocate Hydrant 2 EA $750.00 $1,500 Repair/Replace Curb Stop Box 11 EA $300.00 $3,300 Locate Curb Stop Box 1 EA $150.00 $150 Construction Cost $4,950 5% Contingency Cost $248 30% Indirect Costs $1,485 Total Curb and Gutter Cost $6,683 Total Reconstruction Cost $711,720 Total Mil and Overlay Cost $86,738 Total Edge Mil and Overlay Cost $49,397 Total Curb and Gutter Cost $18,630 Total Sewer and Water Repairs Cost $6,683 ESTIMATED TOTAL PROJECT COST $873,167 Number of Lot Cost per Lot Total Parcel Description Equivalents Equivalent Assessment Wilderness Run First Block 1, Lots 1 -12 12 $3,552 $42,624 Block 2, Lots 1 -20 20 $3,552 $71,040 Wilderness Run Second Block 1, Lots 1 -10 10 $3,552 $35,520 Block 2, Lots 1 -22 22 $3,552 $78,144 Block 2, Lots 24 -28 5 $3,552 $17,760 Block 3, Lots 1 -9 9 $3,552 $31,968 Wilderness Run Third Block 1, Lots 1 -19 19 $3,552 $67,488 Block 1, Lots 21 -25 5 $3,552 $17,760 Wilderness Run Fourth Block 1, Lots 1 -8 8 $3,552 $28,416 Block 2, Lots 1 -13 13 $3,552 $46,176 Block 3, Lots 1 -19 19 $3,552 $67,488 Block 3, Lots 25 -31 7 $3,552 $24,864 Block 4, Lots 1 -8 8 $3,552 $28,416 Block S, Lots 1-6 6 $3,552 $21,312 Ches Mar First Block 1, Lots 8-10 3 $3,552 $10,656 Block 2, Lots 1 -3 3 $3,552 $10,656 City Park Property $35,500 TOTAL 169 $635,700 Appendix B Preliminary Assessment Roll Wilderness Run Additions (1,2,3 & 4) Street Rehabilitation Project - Project Number 660 o ff Agenda Information Memo February 15, 1994 City Council Meeting • CITY CODE AMENDMENT /GENERAL GOVERNMENT A. Ordinance Amendment, Chapter 2, Administration and Genera Government, Section 2.11 Regarding Salary of Mayor — Enclosed on pages through j als correspondence from the City Attorney's office covering a draft or modifying the monthly sal of salary the mayor as directed by the City Council. Statute requires that any modification of salaries for Mayor or Council not take effect until after the next scheduled election to insure that elected official's salaries are not modified in mid -term. As such, the amendment would take affect on January 1, 1995, following the next general election. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny an ordinance amending City Code Chapter 2, Administration and General Government, Section 2.11 regarding salary of the mayor as presented. ��o LARRY S. SEVERSON JAMES F. SHELDON J. PATRICK WILCOX MICHAEL G. DOUGHERTY* MICHAEL E. MOLENDA February 3, 1994 LM' on K. Hills /skg c. SEVERSON, WILCOX & SHELDON, P.A. A PROFESSIONAL ASSOCIATION ATTORNEYS AT LAW 600 MIDWAY NATIONAL BANK BUILDING 7300 WEST 147TH STREET APPLE VALLEY, MINNESOTA 55124-7538 (612) 432 -3136 TELEFAX NUMBER 432 -3780 Tom Hedges City Administrator City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55121 RE: Ordinance Amendment: Salary File No. 206 -9733 cc: Gene VanOverbeke, City Clerk Jim Sheldon Increase for Mayor INDIVIDUAL ATTORNEYS ALSO LICENSED IOWA, PECt WISCONSIN BA NEBRASKA FEB 4 KENNETH R. HALL SCOTT D. JOHNSTON LOREN M. SOLFEST ANNETTE M. MARGARIT *BRADLEY SMITH SHARON K. HILLS ROBERT B. BAUER OF COUNSEL: JOHN E. VUKELICH Dear Tom: Enclose please find a draft of the above referenced proposed ordinance. Please note the crossed-out underlined text text reflects the present ordinance language and the mended language. If you have any questions, please don't hesitate to call me. Respectfully yours, S * ERSO , WILCOX & SHELDON, P.A. ORDINANCE NO. 2ND SERIES AN ORDINANCE OF THE CITY OF EAGAN, MINNESOTA, AMENDING EAGAN CITY CODE CHAPTER TWO ENTITLED "ADMINISTRATION AND GENERAL GOVERNMENT" BY AMENDING SECTION 2.11 REGARDING SALARIES OF MAYOR AND COUNCILMEMBERS; AND BY ADOPTING BY REFERENCE EAGAN CITY CODE CHAPTER 1 AND SECTION 2.99. The City Council of the City of Eagan does ordain: Section 1. Eagan City Code Chapter 2 is hereby amended by changing 2.11, to read as follows: SEC. 2.11. Salaries of Mayor and Councilaembers. Salaries of the Mayor and Council are hereby fixed as follows, which amounts are deemed reasonable: Subd. 1. The monthly salary of the Mayor shall be60. $700.00. Subd. 2. The monthly salary of each Councilmember shall be $450.00. Subd. 3. The salaries provided for herein shall become effective January 1, 4644.1995. Section 2. Eagan City Code Chapter 1 entitled "General Provisions and Definitions Applicable to the Entire City Code Including 'Penalty for Violation" and Section 2.99, entitled "Violation a Misdemeanor" are hereby adopted in their entirety by reference as though repeated verbatim. Section 3. Effective Date. This ordinance shall take effect upon its adoption and publication according to law. ATTEST: CITY OF EAGAN City Council By: E. J. VanOverbeke By: Thomas A. Egan Its: Clerk Its: Mayor Date Ordinance Adopted: Date Ordinance Published in the Legal Newspaper: Agenda Information Memo February 15, 1994 City Council Meeting INDUSTRY PRESENTATION /ON -SALE LIQUOR LICENSES B. Licenses, On -Sale Liquor, Availability and Criteria -- Enclosed on page 1 is a copy of correspondence received of five Eagan restaurant owners who curren y hold liquor licenses within the City. As noted in the correspondence, these individuals are requesting the opportunity to appear before the City Council to discuss the potential increase in the City's statutory allocation of liquor licenses. In particular, the signators wish to discuss the current standards for on -sale liquor licenses including minimum square footages and cost of improvements. The Council has previously directed staff to pursue special legislation to permit the number of liquor licenses to be based on Metropolitan Council estimates of population. As the Council is aware, state law currently provides for a population based formula for on -sale liquor licenses but determines individual city's allocations only on the decennial census, not considering ongoing growth as is the case in Eagan. It is anticipated that the property owners indicated will be present to discuss this policy issue with the Council. Staff is unaware of additional background information relative to this item at this time Also enclosed on pages (( i through j )is November correspondence to Representative Pawlenty and proposed legislation dated January 12, that would permit the City to issue 10 additional on -sale liquor licenses. ACTION TO BE CONSIDERED ON THIS ITEM: As a consequence of the restaurant owner's request, staff is unaware of any action to be taken on this item at this time. If, as an outcome of the Council's discussion, additional direction is provided to staff relative to this item. An action in that regard would be appropriate. Mr. Tom Hedges Eagan City Administrater 3830 Pilot Knob Road Eagan, MN 55122 -1897 Al Baker's Bob Dougherty's cc: Tom Eagan Patricia Awada 3434 Washirig ?tin Drive Eagan. MN 55122 (612) 454 -9000 Dear Mr. Hedges: As owners and operators of restaurants in Eagan, MN, we are very concerned about the future direction of the Eagan Hospitality Industry. More specifically we question the immediate need to seek special legislation to increase the number of liquor licenses in Eagan, that was discussed at the council meeting on November 16, 1993. The Hospitality Industry was not in attendance at that meeting because we were not aware that this subject would be discussed. Furthermore, we are concerned that the City of Eagan does not reduce the criteria (square footage, cost of improvements, etc.) to qualify for a liquor license and should perhaps strengthen the requirements. Please use this letter as a request for a public hearing on the subject of additional licenses at the council meeting on Tuesday, February 15, 1994. Shawn Hunter Ted Wachter Sandra Masin 1 January 26, 1994 Res • ectf ully Submitted, .. e rokee Si • Room . L ) .(mAim ide? J. Doolittles Ci Bowel bey $, '1993 TIDE HONORABLE TIN PAWLENTY EMfESOTA HOUSE Of REPRESENTATIVES STATE OFFICE BUILDING -BOOM 231 IT PAUL W 55155 sea so•ta1• Liquor Lieens• Dear ir. nty: T. As a second class city, Eagan is authorised to have not sore than 19 on -sale liquor licenses plus one for every 2,500 population over 45,000. Hagan currently has issued 15 of the licenses and has designated the remaining 3 for hotels. A request to change the designation of one of the 3 unissued hotel licenses, has been received for potential use in a restaurant. Prior to responding to the request, the City Council has asked staff to complete some additional research. We are aware of the referendum option whore the votes can authorise the issuance of licenses over the number permitted in the statutes. We also understand that Burnsville was authorised 5 additional licenses through special legislation. Although Eagan's current population is approximately 53,000, it is the interpretation of our City Attorney's office that the 1990 U.S. Decennial Census of 47,409 must be used to determine the maximum number of licenses until the next decennial census. Consequently, from a technical standpoint, the City was •i residents short of the 19th license in the last census and is probably eligible for 3 additional licenses at today's population, except for the timing problem. We would be interested in your perspective regarding the possibility of a legislative change which would recognise Eagan's unique growth situation. Given the development in Eagan, it is likely that additional non -hotel requests for licenses will bs forthcoming. Without some additional flexibility in the issuance of licenses, it will be very difficult for the City Council to develop an approximate policy. This is an especially difficult issue as it relates to economic development considerations. Also, bow do you feel about requesting a higher limit with licenses in the unissued status? MMRC..AI COMER SIM PLOT 01011 10110 MGMt, MINNESOTA RAN -1N7 FWD* 0121 M14K0 SAIL N12) 611.4612 MD: au)rI1* THE LONE OAK TREE l 166E $YM$OI OF MINIM AND GROWTH N OUR COMMUNITY Equal Opp0AunIty /AffYmatho Acton EmpIayN THOMAS EGAN Mara PATRICIA AWADA HAWN HUNTER SANDRA A. MASIN tNEODORE WACHTER Colonel Members SOMAS HEDGES City A3Uiota E J. VAN OVERIEKE Clly CM* MAINTENANCE FACILITY *01 COACHMAN POW EAGAN. MINNESOTA 11M22 PHONE: (612) 661.4300 SAX: (612) 661.4360 Mb. NOM 4154.111S TIM PAWLENTY NOVEMBER 9, 1993 PAGE TWO Ms City Council will again consider this issue at its meeting to be held on November 16, 1993. Any information you could provide would be greatly appreciated. Thank you for your assistance. Sincerely,- s. J. VanOverbeke Finance Director /City Clerk cc: City Administrator Hedges ETV/vad i MEMO __city of .agan TO: CITY ADMINISTRATOR HEDGES FROM : FINANCE DIRECTOR/CITY CLERK VANOVERBEKE DATE: NOVEMBER 16, 1993 SUBJECT: ON -SALE LIQUOR UCENSES In response to my letter of November 9, 1993, Representative Pawlenty called today. In the letter, I had asked for his legislative perspective on the issue of Eagan being authorized to issue more on -sale liquor licenses than are currently authorized by State Statute. Representative Pawlenty Is reasonably confident after talking to the chairs of the committees which would hear the request for special legislation that it could be granted. Historically, these things have been routinely approved. He felt that the City needed to decide what number of additional licenses would be appropriate and that any designation to hotels, motels, etc. could be done by the City at any time. He did not feel that having unissued licenses would cause any problems. As far as he was concemed, the competition question is not an issue for the State as they are not into protectionism, although he recognized it might be an issue locally. We also discussed briefly the referendum option which would remove statutory control entirely which cannot be done through special legislation. Cities do not typically choose the referendum route because it is more expensive and can become more difficult. Representative Pawlenty has had language drafted by researchers leaving the number blank at this time. He will provide the necessary material to Senator Weiner to facilitate the required action on the Senate side. The matter can be addressed in the session beginning in February upon the City's request. Please let me know If you would like any additional information. Fine ?Director /City Clerk EJV /vmd n MUNICIPAL CENTER PILO1 KNOB ROAD EAGAN. MINNESOTA 65122.1697 PHONE: (612)6111.4600 FAX: (612) 601.4612 TOD: (612) 454.6535 city of =man November 29, 1993 THE HONORABLE TIM PAWLENTY MINNESOTA HOUSE OF REPRESENTATIVES STATE OFFICE BUILDING, ROOM 231 ST PAUL MN 55155 Thank you for your help. Sincerely, G 0 0/4"C r E.J. VanOverbeke Finance Director /City Clerk cc Qty Administrator Hedges EJV(jeh THOMAS EGAN Mayor PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER CouncN Members THOMAS HEDGES City Administrator E. J. VAN OVERBEKE City Clerk Re On -Sale Liquor Licenses Dear Mr. enty: T Thank you very much for your response to my letter of November 9, 1993, as well as your offer to provide additional assistance to the City on this matter. At its regular meeting held November 16, the City Council directed an ordinance amendment to change the designation on one of the City's unissued on -sale licenses. They also directed staff to proceed with the request for special legislation to increase the maximum allowable number of licenses thereby providing flexibility and economic development opportunities. The City Council discussed asking for an increase of 5 or 6 with one member mentioning 10 during the course of the discussion. I believe the City would be comfortable with 6 although a higher number such as 10 would provide additional flexibility assuming it did not jeopardize the special legislation. I believe this is the information that you needed to proceed with the special legislation and that you will also be coordinating it with Senator Weiner. If you would like anything else, please contact Tom Hedges or me. Please also let us know what other assistance we can provide in the process. THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity /AttkmotIve%Ctbn Employer 6 MAINTENANCE FACIUTY 3501 COACHMAN POINT EAGAN. MINNESOTA 55122 PHONE: (612) 6014300 FAX: (612) 681.4360 TDD: (612) 454 -5535 Tim Pawlenty State Representative District 366 Dakota County January 12, 1994 Tom Hedges, City Administrator City of Eagan Eagan City Hall 3830 Pilot Knob Road Eagan, MN 55122 -1897 Dear Tom: Enc. Tim Pawlenty State Representative cc: Senator Wiener Eagan City Council members COMMITTEES: EDUCATION; HIGHER EDUCATION FINANCE; HOUSING; LOCAL GOVERNMENT AND METROPOUTAN AFFAIRS Minnesota House of Representatives As you know, I was contacted by Eagan city officials and asked to assist the city in obtaining on -sale liquor licenses. Specifically, I was asked to pursue legislation to allow the city to obtain ten additional on -sale liquor licenses. Enclosed please find draft legislation which I have prepared in response to the city's request. It is my intention to introduce that legislation in the House during the upcoming legislative session. I will ask Senator Wiener to author the bill in the Senate. It would be greatly appreciated if you or the appropriate city staff could review the bill to ensure it meets with your expectations. Please let me know if you would like any changes or additions made to the bill. I would like to have the bill finalized in the very near future. Thank you for the opportunity to be of assistance to the city. Very truly yo 732 Wfndmil Court, Eagan, Minnesota 55123 State Office Building, St. Paul, Minnesota 55155 House Fax (612) 296.3949 TOD (612) 296-9896 I )l (61 21 653-6105 (612) 296 -4128 s- 12/14/93 [REVISOR ] XX /RM 94 -3699 1 A bill for an act 2 relating to intoxicating liquor; authorizing the city 3 of Eagan to issue up to ten additional licenses. 4 BE IT ENACTED BY THE LEGISLATURE OF THE STATE OF MINNESOTA: 5 Section 1. [LICENSES AUTHORIZED.] 6 The city of Eagan may issue not more than ten on -sale 7 intoxicating liquor licenses in addition to the number 8 authorized by Minnesota Statutes, section 340A.413. All 9 provisions of Minnesota Statutes, chapter 340A, not inconsistent 10 with this section, apply to the licenses authorized by this 11 section. 12 Sec. 2. [EFFECTIVE DATE.] 13 Section 1 is effective on approval by the Eagan city 14 council and compliance with Minnesota Statutes, section 645.021, 15 subdivision 3. Agenda Information Memo February 15, 1994 City Council Meeting RATIFICATION/MUNICIPAL CENTER/POLICE FACILITY C. Ratification, Municipal Center/Police Facility —At the Special City Council meeting held on December 21, 1993, direction was given to the architect and construction manager to proceed on the Municipal Center /Police Department Project with a budget as follows: Police Facility $3,530,430 Municipal Center 2.316.300 Total $5.846.734 These budget amounts have incorporated the options which include both the estimated construction costs as well as an additional 17% consisting of overhead of 10% and a contingency of 7 %. For example, the construction cost to allow for the second floor expansion on the new police facility is $22,500, however the total budget is $26,325 when the 17% is added. The direction to proceed followed a great deal of discussion among both the Council and staff, as well as a great deal of research and review of possible alternatives. Both the architect and construction manager made a number of revisions to the various concepts that had been considered. The final police facility includes the basic budget plus an option to provide for a potential second floor expansion. The final municipal center includes the basic budget plus the two options of a new City Council Chambers and the 4,000 square foot expansion on the north side of the existing building. Site preparation is budgeted at $840,000 and is in addition to the above- referenced total. Agenda Information Memo February 15, 1994 City Council Meeting The detailed breakdown of costs is as follows: POLICE/MUNICIPAL CENTER EXPANSION PROJECT Options Descriptiog _Amami Total Police Facility Contribution Design Costs FF &E Contingency Sub Total Police Municipal Center Construction Design Costs FF &E Contingency Sub Total Municipal Center Total Project Site Preparation Essential $2,852,823 2nd Floor $ 22,500 $2,875,232 Structure 285,282 2,250 398,643 226,000 - 226,000 140.000 1.575 141.575 $3,504.105 S 26,325 $3,530,430 $1,253,491 125,349 208,000 100.000 $1,686,840 $5.190945 Cncl Chambers $238,000 $1,791,491 Addition 300,000 53,800 179,149 208,000 37.660 137.660 $629.460 $2,316,300 $655,785 S5.846.730 5840 Agenda Information Memo February 15, 1994 City Council Meeting To ensure public notice and an opportunity for public review of the project, this agenda item has been added for official City Council ratification of the project. Included in the 1993 -1997 Capital Improvement Program is a $3,000,000 estimate from the Community Investment Fund for the financing of the building project. Also included is an estimate of $840,000 for the municipal center site preparation. The $840,000 is financed S640,000 from the Community Investment Fund and $200,000 from the Single Family Bond Fund. The December 31,1993 Community Investment Fund balances are approximately $1,900,000 (accumulated interest) and $8,850,000 (principal) in the available and restricted accounts respectively as defined in the City Code as currently written. There is $500,000 included in the available account which is designated for the civic arena, the construction of which is related to the community fundraising program. Given the proposed uses of the Community Investment Fund, it seems appropriate that the City Council review the structure to determine whether it fits the needs of the community in today's environment. The fund was set up as a trust with 90% of annual interest earnings available to finance projects meeting the specific criteria outlined in the City Code. The basic public policy issue is whether the 90% interest earnings should be tied up to finance the balance of these two projects or if the Code should be amended and principal be used to cover these costs. The intent of the fund was to provide financing for projects of community -wide and long -term benefit. Either method would meet the overall objectives and defined purpose for the funds. However, it seems that the ordinance might limit the flexibility of the City Council more than is necessary or appropriate at this time. It forces the issue of whether it is appropriate to make decisions today which preclude future Councils from considering all possible funding opportunities. la3 Agenda Information Memo February 15, 1994 City Council Meeting Numerically, the two options of spending only interest or of spending some principal can be summarized as follows: December 3, 1993 Balances: Available Balance Restricted Balance Total Less Project Obligations: Recreational Facility Municipal Center /Police Department Projected Balances: Available Balance Restricted Balance Total Modified Policy Which Would Alloy Use of Principal $10,750,000 $10,750,000 ($500,000) (5,850,000) $ 4,400,000 $ 4,400,000 'This obligation could be reduced if other revenue sources were identified for use on the building project. r To borrow this amount of money to be repaid from the 90% interest earnings (annual available balance) would tie up the restricted balance of S8,850,000 for 15 -20 years. 3 The 1993 -1997 Capital Improvement Program contains an additional $1,375,000 in obligations from the Community Investment Fund. This additional amount is not included in any of the numbers in the above table. Current Code Using 90% of Annual Interest Earnings $ 1,900,000 8.850.000 $10,750,000 ($500,000) (5,850,000) ($4,450,000) 8.850.000 $ 4,400,0003 Agenda Information Memo February 15, 1994 City Council Meeting The Code, as currently written, seems to eliminate a great deal of flexibility although it would provide funds for a long period of time which is the positive side. The negative side is that it is very difficult to make the major community infrastructure improvements that are needed at this time in the City's growth cycle. The City Administrator and Finance Director have reviewed these options and feel that the City would best be served through a repeal of the CIF Ordinance and through utilization of the option of spending principal. It seems that the current ordinance is overly restrictive, limits current Council flexibility as well as binds future Councils unnecessarily. Perhaps, a policy statement incorporating certain criteria would accomplish more important City objectives for use of the money without the overbearing restrictions. ACTION TO BE CONSIDERED ON THIS ITEM: 1) To approve the Municipal Center/Police Department Building Project as presented or with modifications; and 2) provide direction to staff as to whether or not the City Code should be amended regarding the Community Investment Fund. 2) Agenda Information Memo February 15, 1994 City Council Meeting SPECIAL USE PERMIT/TARGET TEMPORARY GREENHOUSE A. Special Use Permit, Target Stores, Inc., to Allow a Temporary Greenhouse Located at 2000 Cliff Lake Road—Enclosed on pages 1e.,.7 through (J R is a copy of a Community Development Department staff report relative to the above referenced application. As noted, the application relates to outdoor sales for a specified period in a temporary greenhouse to be erected on the south side of the Target parking lot. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a special use permit for Target Stores, Inc., to allow a temporary greenhouse located at 2000 Cliff Lake Road as presented. 1 a� SUBJECT: SPECIAL USE PERMIT APPLICANT: TARGET STORES INC. LOCATION: LOT 3, BLOCK 1, CLIFF LAKE CENTRE EXISTING ZONING: CSC (COMMUNITY SHOPPING CENTER) DATE OF PUBLIC HEARING: FEBRUARY 15, 1994 DATE OF REPORT: FEBRUARY 8, 1994 COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT APPLICATION SUMMARY: An application has been submitted requesting a Special Use Permit to allow a temporary greenhouse located at 2000 Cliff Lake Road. BACKGROUND: In 1993, Target Stores received approval of two Special Use Permits. The first permit allowed a temporary greenhouse from May 8 through June 12, 1993 for the sale of bedding plants. The second permit allowed the temporary sale of pumpkins for the month of October. CURRENT PROPOSAL: The 22' x 44' hoop framed greenhouse will be located in the southeast corner of their parking lot and will take up 4.5 parking stalls. Sales would commence April 15, 1994 and would last through June 30, 1994. The greenhouse would be completely removed by July 7, 1994. Target employees will be at the sale site throughout the duration of the sale. If approved, this Special Use Permit shall be subject to the following conditions: 1. This permit is temporary and shall be valid from April 15, 1994 through July 7, 1994. 2. This permit shall be subject to all applicable Code requirements. • • • • Enclosed Plastic Hut Landscaped area (side yard) 4- 4 1111r■41' r island f Parking Lot TARGET - Special Use Permit Island • j rget main entrance ._..♦ TARGET Submitted by applicant Agenda Information Memo February 15, 1994 City Council Meeting REZONING/NORTHWESTERN MUTUAL LIFE INSURANCE COMPANY B. Rezoning, Northwestern Mutual Life Insurance Company, of approximately 5.8 acres from NB (Neighborhood Business) and GB (General Business) to a PD (Planned Development) district located along the west side of I -35E south of Lone Oak Road in the Northeast Quarter of Section 10 --The Advisory Planning Commission considered this proposed rezoning at its meeting of January 25. The planned development is to accommodate a new Cracker Barrel Restaurant and Hampton Inn located in the southwest corner of the intersection of Lone Oak Road and I -35E. The minutes from the Planning Commission meeting and the tall report on this planned development proposal are included on pages (a through /. There were three major issues discussed by the Planning Commission: 1) the height of the pylon signs, 2) the location of the trash enclosure for the Hampton Inn, and 3) rear elevation of Cracker Barrel Restaurant that will face I -35E. With respect to the pylon signs, the applicant is requesting two 60 foot high pylon signs, one for Cracker Barrel and one for Hampton Inn. City Code permits a maximum height of 27 feet. Community Development Director Reichert was not able to participate in the discussion with the Planning Commission on this matter because the City Council meeting was ongoing at the same time. At this point, she is concerned that we are making new policy and implementing it at the same time. She knows that the Council has expressed concerns with this approach. If the City Council wants to permit higher signs along the freeway to promote business, this should be a policy direction discussed and the conditions for such higher signs should be established with respect to the entire community. Therefore, it would be her recommendation that the City Council grant approval of two pylon signs at the 27 foot height at this time, but indicate to the developer that we will be reconsidering our sign code regarding signs along the freeway over the next several months so that this issue can be resolved before they need to install their signs. The City Council may want to consider that taller signs would be permitted as part of the uniform sign plan for an entire area and that there would be consolidation of multiple signs into one larger and taller sign. With respect to the dumpster enclosure, staff will provide pictures of various approaches for the Council to consider at its meeting. Regarding the rear elevation of Cracker Barrel, the APC felt strongly that landscaping for screening would be inadequate and that the rear side should be designed to look like a "front" with windows. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a rezoning of 5.77 acres from Neighborhood Business and General Business to a Planned Development District for a Cracker Barrel Old Country Store, Inc. and a Hampton Inn for property located on the west side of I -35E, south of Lone Oak Road in the northeast quarter of Section 10 subject to the conditions set forth in the minutes of the Advisory Planning Commission meeting. 1 a� MINUTES OF A REGULAR MEETING OF TEE EAGAN ADVISORY PLANNING COMMIBBION EAGAN, MINNESOTA JANUARY 25, 1994 REZONING - NORTHWEBTERN MUTUAL LIFE INSURANCE COMPANY Chairman Voracek opened the first public hearing of the evening regarding a Rezoning of approximately 5.8 acres from NB (Neighborhood Business) and GB (General Business) to a PD (Planned Development) district located along the west side of I -35E south of Lone Oak Road in the NE 1/4 of Section 10. Project Planner Ridley introduced this item. He stated that the applicant is requesting a rezoning of 5.77 acres from a combination Neighborhood Business and General Business district to a Planned Development district. He stated the subject property was located south of Lone Oak Road and west of Interstate I -35E. Mr. Ridley further stated that the subject property is surrounded by industrial property to the north of Lone Oak Road, the I -35E freeway to the east, undeveloped R -4 property to the south and the Lone Oak Plaza and Residence Inn to the west. He explained that the proposed planned development is consistent with the comprehensive guide plan designation for the property which is CPD. He stated that the proposed uses on the subject property consist of a four- story, 122 -unit Hampton Inn hotel and a 9,748 sq. ft. Cracker Barrel Old Country Store restaurant. 1 33 Page 2 /EAGAN ADVISORY PLANNING COMMISSION MINUTES JANUARY 25, 1994 Mr. Ridley advised the Commission that in 1992, the developer, Opus Corporation, proposed the Cracker Barrel Old Country Store restaurant for the subject site. The proposal was presented to the City Council as an informational item at its regular meeting on January 5, 1993, at which the Council indicated it would support the Cracker Barrel Old Country Store restaurant, which is a signature restaurant with a rustic cedar exterior that is inconsistent with the City's policy of requiring a maintenance -free exterior, on the condition that additional landscaping is provided and the exterior maintenance is insured. With respect to the proposed hotel, Mr. Ridley advised that the hotel's access will be limited to Eagandale Place. He further advised that the proposed site plan provides for 131 parking stalls on the site and City Code requires 137 on -site parking stalls. Additionally, Mr. Ridley advised that the Parks and Recreation Commission recommended 9 -foot parking stalls widths, not 10 -foot stalls as required by City Code, in order to reduce impervious surfaces. He informed the Commission that the proposed trash enclosure is proposed to be detached from the building; City standards require the trash receptacle enclosure to be either within or attached to the proposed building. Mr. Ridley stated that the hotel is proposing a 60 foot pylon sign with 386 sq. ft. sign face area, neither of which is consistent with the Eagan Sign Code requirements. Mr. Ridley advised the Commission that the proposed restaurant consists of a 2,200 sq. ft. dining area and a 2,100 sq. ft. country store gift shop. He stated that the restaurant proposes 173 parking stalls, which meets the City Code requiring only 59 parking stalls. He stated the proposed restaurant will have a single access on the southwest corner of the site from Eagandale Place. Further, Mr. Ridley stated that the trash enclosure is proposed to be attached to the rear, west side of the building which faces Eagandale Place. He stated that because it is visible from Eagandale Place, staff recommends that the building have windows along the west side for enhanced curb appeal. He advised that the restaurant proposes a pylon sign 60 feet in height and 150 sq. ft. in sign face area, neither of which is consistent with the Eagan Sign Code requirements. Mr. Ridley advised the Commission of the planned development petition procedure and noted that the Eagandale Lemay Lake 4th Addition Planned Development is "skipping" the preliminary development plan stage because the specific use(s), site, landscaping, grading and utility plans, and planning information have been identified and submitted with the preliminary plat application with this rezoning application. Page 3 /EAGAN ADVISORY PLANNING COMMISSION MINUTES JANUARY 25, 1994 Mr. Ridley further advised the Commission that the proposed hotel and restaurant lie within the Metropolitan Council Aircraft Noise Compatibility Standards Noise Zone IV. Noise Zone IV requires the hotel to have a maximum interior sound level of 50 dBA. He stated that the restaurant is a consistent use within Noise Zone IV and therefore, no specific sound attenuation is required. He advised, however, that sound attenuation construction methods are recommended due to the aircraft noise in that area. Mark Anderson, a representative of Opus Corporation (the developer of Eagandale Park), gave an overview of the history of the Eagandale Park development. He stated that the Eagandale Park area has been developed over the last 25 years with continual development activity. He stated that since the installation of the I -35E freeway, the developer has established a development plan and has followed the plan since. He explained the the Lemay Lake area development, in which the subject property is located, currently consists of the Eagandale apartment complex, the Residence Inn hotel, and the Eagandale Plaza. He explained the the Lemay Lake area has been developed as a "little community development" and the overall plan is to put in uses to serve the Lemay Lake /Eagandale Park area. Mr. Anderson further stated that because Cracker Barrel restaurant will serve breakfast, lunch and dinner, which no other restaurant in the immediate area does, it will maximize the value of the whole Eagandale Park area. He further stated that studies have been conducted regarding which hotel would best serve the Eagandale Park area and the study has concluded that Hampton Inn hotel would do so. Finally, Mr. Anderson stated that there are land covenants regulating the development and uses in the Eagandale Park area. Les Taylor, a representative of Cracker Barrel Old Country Store, Inc., gave an overview of the proposed restaurant. He stated that Cracker Barrel restaurants are relatively new. He explained that the restaurant's theme is an "old country store" featuring artifacts and relics of the past. He stated that the restaurant's philosophy focuses on "on -site cooking." He stated that there are currently 160 restaurants, most of which are located in the southeast of the country, but with restaurants in Michigan, Wisconsin, Iowa and Minnesota. He stated that Cracker Barrel restaurants are soon to be open in Brooklyn Park and Lakeville. Mr. Taylor stated that it is a family restaurant serving no alcohol. He further advised the Commission as to its proposed hours of operation, its anticipated number of employees, and its compensation package to its employees. Ted Tillman, the project manager of Cracker Barrel restaurant, was introduced. Page 4 /EAGAN ADVISORY PLANNING COMMISSION MINUTES JANUARY 25, 1994 Ron Smith, a representative /owner of the proposed Hampton Inn hotel, gave an overview of the proposed hotel. Mr. Smith also introduced his partner and the co -owner of the proposed Hampton Inn hotel, Dave Lenz. Mr. Smith stated that the Hampton Inn hotel is a franchise business through Promis, Inc. He stated that he and Mr. Lenz have operated 21 hotels, but currently operate 15, 9 of which are Hampton Inn hotels. Mr. Smith further stated that the proposed hotel will be the eleventh Hampton Inn to be operated by him and Mr. Lenz. Mr. Smith handed a corporate brochure packet to each Commission member. He explained that the corporate philosophy is "excellence in all we do." He stated that this is apparent from its 100% satisfaction guarantee, explaining that if any customer has any dissatisfaction for any reason, the customer will get his /her money back. Mr. Smith stated that the proposed hotel will result in 20 to 30 full -time jobs, $50,000.00 in revenue for the City under the lodging tax and an increase of approximately $2,000.00 to the Eagan tax base. Mr. Smith also handed out two full -color drawings of the proposed hotel, the second of which depicts the Hampton Inn hotel proposed for Eagan. He further stated that he agrees with all but two of the staff's planning recommendations. He disagreed with the pylon sign and the location of trash receptacle requirements. Mr. Smith directed the Commission's attention to his January 6, 1994, letter to staff regarding his concerns of the City's requirement that the trash receptacle be within an enclosure attached to the building. He also added that such requirement may not receive approval from the Hampton Inn corporate office. He also cited concerns regarding safety to guests and noise problems. Mr. Taylor also stated his concerns regarding staff's recommendations that the pylon sign be in accordance with City Code, and with the rear elevation and windows requirement. He advised that with respect to the pylon sign, Cracker Barrel restaurant had conducted a test to determine the best location and best height (for traffic visibility) for its pylon sign. He explained how the sign testing is conducted. Mr. Taylor stated that the tests concluded that northbound sign visibility was at 27 feet in height, but the southbound sign visibility was not adequate at 27 feet. He stated that the berming and buildings block view of the sign at 27 feet, thereby creating traffic safety concerns. Mr. Taylor concluded that for safe traffic exiting, a visible sign is required and therefore a 60 foot pylon sign is requested. With respect to the windows Page 5 /EAGAN ADVISORY PLANNING COMMISSION MINUTES JANUARY 25, 1994 requirement, Mr. Taylor stated that the windowing is not compatible with other Cracker Barrel restaurants. He suggested that in lieu of the windows, the restaurant would agree to enhance the landscaping along Eagandale Place and I -35E. Member Markley asked staff what the garbage receptacle requirements were for the recently approved Holiday Inn Express. Project Planner Ridley advised that Holiday Inn Express will have its trash enclosure within the building. Member Merkley asked Hampton Inn representatives whether a trash receptacle within the building is workable, while noting that McDonalds restaurant was granted approval for detached trash receptacles. Mr. Smith responded that Holiday Inn Express is quite similar to the Hampton Inn hotels. He stated that a trash enclosure not attached to a building will not receive less care or attention, noting that he or Mr. Lenz conduct site inspections at each of their properties at least four times a year. He further noted that the franchise has standards regarding trash enclosures. Mr. Smith stated that the trash enclosure will not only store the trash receptacle, but also lawnmowers, snowblowers and petroleum products. Mr. Smith stated that from a safety standpoint, the trash receptacle should not be within the building or attached. He also noted that McDonalds' enclosure is higher and larger than Hampton Inn's proposed enclosure and McDonalds is within the sight of customers, located at the property's highest elevation. Mr. Smith stated that the Hampton Inn's proposed enclosure will be smaller, and the area surrounding the enclosure is heavily bermed and seven feet below elevation grade. Mr. Lenz added that if a trash receptacle is within or attached to the building, they have concerns with respect to rodent and odor problems, noise problems to the guests in the rooms on ground level next to the enclosure, and corporate approval. Member Heyl presented a question to staff regarding Holiday Inn Express' exterior requirement in comparison to the proposed Hampton Inn exterior. Project Planner Ridley stated that the Holiday Inn Express issue was the amount of required brick and noted that Hampton Inn's exterior will be material of high grade and value. Member Heyl also inquired whether any hotels in Eagan have detached trash enclosures to which Project Planner Ridley stated not to his knowledge. Mr. Lenz stated that in full - service hotels, those having attached restaurants, usually have attached trash enclosure for delivery and utility purposes. Page 6 /EAGAN ADVISORY PLANNING COMMISSION MINUTES JANUARY 25, 1994 Member Heyl asked staff whether the City in the past has granted variances for pylon signs to which Chairman Voracek stated that there had been variances to gas stations along Cedar Avenue /Highway 77. Project Planner Ridley stated that in fact Amoco and E -Z Stop on Cedar Avenue have been given variances for a 50 foot pylon sign. Chairman Voracek stated that he has no problem with a 60 foot pylon sign if such is required for visibility from the interstate, noting that the Residence Inn pylon sign cannot be seen until the motorists pass the Lone Oak exit. Mr. Lenz stated that Residence Inn customers are long -term guests, but Hampton Inn's business depend on drive -by travellers. Member Merkley inquired with staff as to what the phrase "first class manner" means with respect to the maintenance of the proposed building's exterior. He felt it is necessary that such phrase is defined. He suggested that the Commission direct staff to work out a standard or definition for such phrase. Alternate Wallace asked staff whether there has been any deviation or variance for a pylon sign in the Yankee Doodle area to which staff indicated there was not. Member Merkley questioned Hampton Inn representatives regarding the 9 -foot wide parking stall to which Mr. Smith advised that a 9 -foot wide parking stall was a Hampton Inn corporate requirement. Member Heyl inquired as to whether there was an industry standard regarding trash enclosures and suggested that staff conduct research regarding the industry standard for trash receptacles /enclosures. She further suggested that such research focus on limited services hotels in other cities. Heyl moved, Merkley seconded, the motion to approve a Rezoning of approximately 5.8 acres from NB (Neighborhood Business) and GB (General Business) to a PD (Planned Development) district located along the west side of I -35E south of Lone Oak Road in the NE 1/4 of Section 10, subject to the following conditions and the directive to staff establishing standards for the phrase "first class manner ": Page 7 /EAGAN ADVISORY PLANNING COMMISSION MINUTES JANUARY 25, 1994 Conditions of Final Planned Development: General Conditions: 1. A four - story, 122 unit Hampton Inn shall be an approved use on Lot 1. 2. A 9,748 sq. ft. Cracker Barrel restaurant shall be an approved use on Lot 2. 3. The associated Final Plat shall be approved and recorded at Dakota County. 4. Execution of a Final Planned Development Agreement including: final building elevations; final overall landscaping on a grading plan; final overall signage plan; and final pedestrian walkways and lighting detail plan. 5. All landscaped and green areas shall be irrigated. 6. All trash receptacles shall be located inside the building or within an enclosure constructed of the same materials as the principle building, attached to the building. 7. All rooftop mechanical equipment shall be screened so as not to be visible from any public right -of -way or street. 8. Two pedestrian access points lighted with bollards shall be provided along the common lot line shared by Lots 1 and 2. 9. The pedestrian ingress /egress easement to be executed and recorded by the landowners which includes the City as a third party beneficiary shall be approved by the City Attorney prior to Final Plat. 10. All pylon signs must be constructed to be consistent with City Sign Code requirements of a maximum height of 60', 125 sq. ft. maximum sign face per side, and provide the minimum 300' spacing. 11. All exterior materials shall be maintained in a first -class manner. 12. The entire Planned Development shall utilize uniform pole lighting and cut -off fixtures. Page 8 /EAGAN ADVISORY PLANNING COMMISSION MINUTES JANUARY 25, 1994 Hotel Conditions: 1. On-site parking stalls shall be permitted 9' wide. 2. The hotel shall be constructed so as to achieve a maximum interior sound level of 50 dBA as certified to the City by an architectural acoustics specialist. Restaurant Conditions: 1. A revised landscape plan shall be submitted providing additional plant material, including evergreen trees, to provide year round color and parking lot screening along I -35E and Eagandale Place. 2. Cracker Barrel shall consider the potential noise exposure to restaurant patrons. 3. Windows shall be added to the rear (west) exterior of the restaurant building. All present voted in favor. i3� SUBJECT: REZONING APPLICANT: CRACKER BARREL OLD COUNTRY STORE INC. THE NORTH CENTRAL GROUP LOCATION: NE QUARTER SECTION 10 EXISTING ZONING: NEIGHBORHOOD BUSINESS AND GENERAL BUSINESS DATE OF PUBLIC HEARING: JANUARY 25, 1994 DATE OF REPORT: JANUARY 14, 1994 COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT APPLICATION SUMMARY: An application has been submitted requesting a Rezoning of 5.77 acres from a combination of Neighborhood Business and General Business (NB and GB) to a Planned Development district. The property (Outlot A, Eagandale Lemay Lake 3rd Addition) is located south of Lone Oak Road and west of I -35E. APPLICABLE REGULATIONS: Chapter 11, Section 11.40, Subd. 5, Amendments (Including Zoning) and Subd. 6, Planned Development. RELATED ACTION: The property owner has also submitted an application requesting a Preliminary Plat consisting of two lots. EXISTING CONDITIONS: The site is surrounded by industrial property to the north, I -35E to the east, undeveloped R-4 property to the south, and Lone Oak Plaza and the Residence Inn to the west. CONSISTENCY WITH COMPREHENSIVE GUIDE PLAN: The 5.77 acre parcel is guided CPD. Rezoning to PD with commercial uses is consistent with the Comprehensive Land Use Guide Plan designation. BACKGROUND: Late in 1992, Opus Corporation contacted the City regarding a request by Cracker Barrel Old Country Store Inc. to construct a signature restaurant with a rustic cedar exterior not consistent with the City's policy of requiring maintenance -free exterior materials. This item was brought before the City Council as an informational item at their regular meeting of January 5,1993 and the Council indicated they could support this request if additional landscaping is provided and the exterior maintenance is insured. 159 Cracker Barrel Old Country Store Inc. has received City approval for restaurants in Lakeville, Woodbury, and Brooklyn Park. Construction is underway at the I -35W /County Road 50 Lakeville location. PROPOSAL The petition procedure for a Planned Development includes a Sketch Plan consisting of streets, utilities, and future platting information. A Staging Plan of the proposed sequence of development, parks and pedestrian circulation information, and a Land Use Plan showing the proposed ultimate development. All of the above constitutes a Preliminary Development Plan. The next step is Final Development Plans which requires the following information to be approved: Final Plat, Final Building Drawings, and Final Site Plans and Landscape Plans. The Eagandale Lemay Lake 4th Addition Planned Development is "skipping" the preliminary planned development stage because specific users, site, landscaping, grading, and utility plans, as well as platting information have already been identified and submitted as part of the Rezoning and Preliminary Plat applications. The proposed development includes a four -story, 122 unit Hampton Inn limited service hotel on Lot 1 and a 9,748 sq. ft. Cracker Barrel family restaurant on Lot 2. There is no internal vehicular connection between the two uses; however, at staff's request, two pedestrian connections will be added along the common property line. AIRPORT CONSIDERATIONS: Both the proposed Hampton Inn and Cracker Barrel lie within Noise Zone IV of the Metropolitan Council Aircraft Noise Compatibility Standards. Within this Noise Zone, Transient Lodging, such as a hotel, is a Provisional use, meaning that it must achieve a maximum interior sound level of 50 dBA. Commercial Services such as a restaurant, are a consistent use within this Noise Zone. As such, no specific sound attenuation is required by the Metropolitan Council standards, but sound attenuation construction methods are recommended due to the proximity of the noise impact. HOTEL SITE PLAN: The hotel is centered on the lot which allows parking and drive aisles around the entire building. The west end of the building includes a swimming pool, lobby, and covered drop off /pick up area. The 122 unit, four -story hotel building has a building footprint of 14,500 sq. ft. and a building height of 36'. The building, parking, and drive aisle areas meet all setback requirements. Access to this site will be shared as previously planned with the existing curb cut off Eagandale Place currently used as an "Exit Only" for Lone Oak Plaza service traffic. The site plan provides 131 parking stalls on site. City Code requires 137 on -site parking stalls. The applicant believes this parking requirement is excessive, particularly for a limited service hotel that does not have hot food service and only one meeting room with a maximum capacity of 15 people. They also anticipated that a certain percentage of their patrons will utilize airport taxi/van service rather than rental cars and based on the national average Hampton Inn operates at 70% capacity. \3') The proposed exterior finish is a trademark ivory color maintenance -free material similar to stucco with blue accents. The applicant is requesting a deviation from the City standard requirement of an attached trash enclosure. A letter dated January 6, 1994 explaining the North Central Group's position is attached as Exhibit A. The proposed hotel lies within the Metropolitan Council's Noise Zone IV, as defined for planning purposes in the Council's Aviation Development Guide Chapter. Within this zone, transient lodging uses are a provisional land use requiring the project to be "acoustically constructed so as to achieve ... (a maximum) interior sound level of 50 dBA." The applicant is responsible to have the building plans reviewed and certified by an architectural acoustics specialist to meet this sound attenuation level. Elevations provided for the proposed hotel include building - mounted signage on the north, east, and south sides of the hotel which are consistent with the Eagan Sign Code. The applicant is also proposing a pylon sign on the northeastern portion of Lot 1. The North Central Group is requesting a 60' tall pylon with 386 sq. ft. of sign face per side. The proposed pylon height and sign area are not consistent with Eagan Sign Code requirements. The pylon sign is located more than 300' from the Lone Oak Plaza pylon sign and the applicant is not proposing a ground sign along Eagandale Place. The landscaping proposed for the hotel site furnishes a nice mixture of overstory/understory trees and other plant materials that will provide year round color. At the January 6, 1994 APRNRC meeting, the Commission requested the Advisory Planning Commission and City Council review 9' parking stall widths for the Planned Development in an attempt to reduce impervious surface. Nine foot stalls may be appropriate for a hotel use due to the limited parking space turnover similar to that of an office use in which the City Council has approved 9' wide stalls in the past. The restaurant parking turnover will be high; 10' wide stalls are appropriate and consistent with other restaurants in the City. RESTAURANT SITE PLAN: The building location allows parking on all sides of the restaurant and results in the front of the restaurant oriented toward the freeway. The signature design includes a 12' covered porch across the entire east side of the building. During the hours of operation (6:00 a.m. -11:00 p.m.) antique furnishings and rocking chairs are available on the porch for customers waiting to be seated. The restaurant site will have a single access off Eagandale Place. The 9,748 sq. ft. restaurant includes a 2,200 sq. ft. dining area and a 2,100 sq. ft. country store gift shop. The building, parking, and drive aisles all meet required setbacks. The restaurant seats 176 people and the site plan provides 173 parking stalls, five of which are designated for RV's; City Code requires 59 parking stalls. The site plan shows a trash enclosure attached to the rear or west side of the building. The west side of the building will face and be clearly visible from Eagandale Place. Building elevations show two service doors and only a building- mounted sign as exterior treatment on this side. Staff has informed Cracker Barrel that additional exterior treatments will be necessary to increase the curb appeal on the west side of the building, specifically real windows if the interior layout lends itself, or imitation windows if there are internal restraints. Cracker Barrel has not formally responded to this requirement. The proposed restaurant also lies within the Metropolitan Council's Noise Zone IV. Within this zone, commercial and retail services are consistent uses, not requiring acoustic, noise- abatement treatment. Due to the finish materials proposed for the restaurant, however, it would be advisable for the applicant to consider the potential noise exposure for restaurant patrons and incorporate noise attenuation measures if appropriate. Elevations provided for the proposed restaurant include building - mounted signage on the east and west sides of the building which is consistent with the Eagan Sign Code. Cracker Barrel is requesting a 60' tall pylon with 150 sq. ft. of sign face per side on the east side of Lot 2. The height and sign face area are not consistent with Eagan Sign Code requirements. A letter dated December 13, 1993 explaining Cracker Barrel's position is attached as Exhibit B. This pylon location is more than 300' from the proposed hotel pylon and the applicant is not proposing a ground sign on the Eagandale Place side of the property. The overall continuity of the proposed landscaping works well; however, the restaurant site needs additional plant material including evergreen trees to provide year round color and parking lot screening along I -35E and Eagandale Place. PLANNED DEVELOPMENT: As part of this Planned Development, the City will require uniform pole lighting and cut-off fixtures on both lots. In addition, pedestrian connections between the two lots shall be lighted with bollards and an ingress /egress easement between the two property owners shall be executed and recorded against both parcels. The following exhibits will be required to prepare the Planned Development Agreement: • Final building elevations • Final overall landscape plan on a grading plan • Final overall signage plan • Final pedestrian walkways and lighting detail plan CONDITIONS OF FINAL PLANNED DEVELOPMENT General Condition 1. A four -story, 122 unit Hampton Inn shall be an approved use on Lot 1. 2. A 9,748 sq. ft. Cracker Barrel restaurant shall be an approved use on Lot 2. 3. The associated Final Plat shall be approved and recorded at Dakota County. 4. Execution of a Final Planned Development Agreement including: final building elevations; final overall landscaping on a grading plan; final overall signage plan; and final pedestrian walkways and lighting detail plan. 5. All landscaped and green areas shall be irrigated. 6. All trash receptacles shall be located inside the building or within an enclosure constructed of the same materials as the principle building, attached to the building. 7. All rooftop mechanical equipment shall be screened so as not to be visible from any public right -of -way or street. 8. Two pedestrian access points lighted with bollards shall be provided along the common lot line shared by Lots 1 and 2. 9. The pedestrian ingress /egress easement to be executed and recorded by the landowners which includes the City as a third party beneficiary shall be approved by the City Attorney prior to Final Plat. 10. All pylon signs must be constructed to be consistent with City Sign Code requirements of a maximum height of 27', 125 sq. ft. maximum sign face per side, and provide the minimum 300' spacing. 11. All exterior materials shall be maintained in a first -class manner. 12. The entire Planned Development shall utilize uniform pole lighting and cut -off fixtures. Motel Conditions 1. On -site hotel parking stalls shall be permitted 9' wide. 2. The hotel shall be constructed so as to achieve a maximum interior sound level of 50 dBA as certified to the City by an architectural acoustics specialist. Restaurant Conditions 1. A revised landscape plan shall be submitted providing additional plant material, including evergreen trees, to provide year round color and parking lot screening along I -35E and Eagandale Place. 2. Cracker Barrel shall consider the potential noise exposure to restaurant patrons. 3. Windows shall be added to the rear (west) exterior of the restaurant building. at COMPUTER $YSTEMA LEMAY LAKE APARTMENTS U.S. POSTAL SERVICE BULK MAIL CENTER 1 aolt •..rrlw: 3M COMPANY 3 • n .• UG[rION anagli 1 NtI l LONE OAK RD CARSOI WAREHOUSE 29 ::;' 28 1 0 13 Ilamm 'Era x14.11 4 5 f tf v . LONE Of BUSII4E` CENTS' A Met Pl l . h I 1 LOCATION ZONING MAP • / / • LAND USE PLAN \L.4 RIO *A. 1 • O -J COUNTY STATE A - v Ara , HIGHWAY NO. 2b NV wes IMO LOME OAK ROAD -r l • HA1PThN INN 1 g (p • ' - r { 1 � . � �� I= MI Mg lq E • 1.h 1.„ ft srArr rau r� moupor / T. HAMPTON INN IMIMMINON IMO UM. 1•0111.0 SIM ONR VIII, - A WISCONSIN L ITED PARTNERSHIP HAIAPTON INN 1 13 ig PP 0 0 DNR VIII, A WISCONSIN UNITED PARTNERSHIP HAMPTON INN aon ONR VIII, A WISCONSIN UMITEIl w, - MY.. .IIIIYs IMES .M. ( ( 1 11 ( 1 PARTNER HIP j - MI NMI - MIMI NM IMO - • I1 — NI , WM it 13 J F Fl Iy B r 12 r 8 1 CRACKER ice' ��) ARREL (SI CRACKER BARREL BRA p SITE PLAN 1 I I I I I ► 1 I i 1 1 I 1 ( ( 1 - IIIIII•11..INffM1,. NIMMon -. rr� EMNIM OEM r 0■6. MINIM MEW IMNIM r _' r NEMO -a !IMM. r M INIM ad ON dasoO7 Itsesaw. P.O. Oft 78? , Ikftmr_ Orem LMan\ Ta STOW? i;3 OMT. Rain r) v o zzO "Liz vl o o z z 1 6 `� VIA FEDERAL EXPRESS January 6, 1994 Mike Ridley Project Planner City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 -1897 RE: Eagan Hampton Inn Hotel Project Dear Mike: THE 'JORTH CENTRAL GROUP This letter follows the telephone conversation we had on December 22, 1993, about my strong concerns regarding the standard requirement that a refuse container or dumpster, as it is called, be in an enclosure attached to a building, in our case a three -story hotel. My strongest concerns center around safety and customer convenience. The specific reasons include: 1. Our operation is not like a restaurant because we do not cook food and therefore do not have the messy type of waste found with a restaurant operation. 2. Given our site constraints, the only place our architect found to put the enclosure would result in customers on the second and third stories being able to look down into the dumpster area. Also, the waste removal service makes considerable noise. Because the dumpster would be within a few feet of the sleeping area of guests, we will have complaints which would result in our refunding the customers' money. We are proud to offer at all of our hotels a 100% satisfaction guarantee which means that we refund all money if a guest is not satisfied with his or her stay for any reason. Certainly, the noise associated with removing the refuse materials could warrant our customers repeatedly using this guarantee. 3. Per our development coordinator, we will need to use reinforced posts or some other method to prevent our building from being damaged by trucks emptying the refuse container. This will certainly detract from the excellent appearance of our building from Lone Oak Road. 4. It is unlikely we will be able to locate guest rooms with windows on the first floor near this area. This could result in costly re-de • - - NORTH CENTRAL MANAO AISIP ENTRAL MORTGAGE, INC. S313 GREENWAY BOULEVARD, P. 0. PDX 620994, MIDDLETON, WISCONSIN 53562 -0994 TELEPHONE SOS -536 -6060 • FACSIMILE 60S -536 -6395 EXHIBIT A Mike Ridley City of Eagan Page 2 January 6, 1994 5. We store our lawn care and snow removal equipment in an area adjacent to and connected with the refuse enclosure. We would strongly prefer not to store these materials next to our main building because they contain petroleum products. This would be a safety problem and cause our insurance companies concern. 6. The standard Hampton Inn dumpster building finish is very similar to our hotel building finish. We have never experienced any complaints about its appearance. We have developed and have operated nine Hampton Inn hotels, the first of which began in 1984. Mike, we believe this requirement may have a reasonable basis for restaurants and for full - service hotels. However, in our situation, we do not believe that there is a need to have the refuse enclosure attached to the main building. In fact, we see nothing but detriments, including most importantly the safety of our guests. For these reasons, we would ask that this standard requirement be reconsidered in this particular instance. We are enclosing with this letter a revised site plan from our architect which shows an alternate location for the enclosure. Thank you for your consideration. Sincerely yours, THE RRS:cre Enclosure RTH CE AL GROUP Ronald R. Smith General Partner, DNR VIII cc: David A. Lenz (w /o enclosure) Jane Poss (w /o enclosure) Gary P. Brink (w /o enclosure) Dale E. Huber (w /enclosure) Les Taylor (w /enclosure) April Erickson (w /enclosure) Marc S. Anderson (w /enclosure) nwidley.AO5 December 13, 1993 Mr. Mike Ridley Project Planner Qty of Eagan 3830 Pilot Knob Road Eagan, MN 55122 RE: tacker Barrel Facility Identification Program Proposed On Premise Signage Requirements Site: I -35E and Lone Oak Road Eagan, MN Mike: ELROD & COMPANY CORPORATE SIGN PROGRAM MANAGEMENT & ENGINEERING 2316 Old Fort Parkway, Murfreesboro, TN 37129 615- 890.9405 Fax: 615-890-3500 As you know, Cracker Barrel Old Country Store is investigating a site in the southwest quadrant of the I -35E and Lone Oak Road interchange in Eagan. It is my understanding the maximum freestanding sign size and height are 125 square feet per face and 27' above finished grade. I also understand there is no variance procedure in place for signage, but signage requests can be submitted as part of the usual plan review process. As administrators of the Cracker Barrel Sign Program, we are requesting the following signage be included in the plan review process: - (1) 150 square foot double faced internally illuminated freestanding sign with an overall height of 60' above finished grade. This sign will be located in the eastern portion of the site, approximately midway between the north and south property lines. - (2) 91 square foot externally illuminated wall signs, (1) each to be installed on the front and rear of the building. Concerning the request for the freestanding sign, on 7/27/93 we conducted a test to see how effective a sign would be if installed at the allowed 27' overall height. We found it would likely provide adequate visibility during the northbound approach, based upon existing grade elevation. During the southbound approach, it appears the 27' height would not be visible until reaching the beginning of the exit ramp, and could also be blocked by traffic on the exit ramp. It appears a 60' sign would likely be visible approximately .1 mile from the beginning of the exit ramp until reaching the end of the exit ramp. Page 1 of . 2 (EXHIBIT B December 13, 1993 0147 -1 Page 2 of 2 Concerning the request for a 150 square foot cabinet, please consider the actual logo comprises only 65% of the face. Also, please consider the cabinet design is subtle with no moving parts, no flashing lights, simple shape, moderate light level, and no bright colors; just pleasant earthtones. I have enclosed the following documents which I understand are required for the signage to be included in the overall plan review process: - (6) copies of 22" X 34" presentation drawings for the signs, and building elevations. - (2) Copies of 11" X 17" presentation drawings. I understand no applications or fees are required at this time. Please contact me at 1-800- 553 -5111 to confirm receipt of this information. Sincerely, K ..."-.2:—...... (C.--.---ANr Kevin Kerbo Project Manager KLK:lwo Encl: (6) 22" X 34" and (2) 11" X 17" copies of: Dwg. # X035 -P, dated 6/30/93 Dwg. # S150- 60 -P -1, dated 8/24/93 Dwg. # CB- ELEV -F/R, dated 3/8/91, revised 6/29/92 c: Don Kravitz / Cracker Barrel / Reg Mail / No Encl Les Taylor / Cracker Barrel / Reg Mail / No Encl Project File wp:0147 -1:UPS Red (s8 Agenda Information Memo February 15, 1994 City Council Meeting PRELIMINARY PLAT EAGANDALE LEMAY LAKE FOURTH ADDITION/NORTHWESTERN MUTUAL LIFE C. Preliminary Plat, Eagandale Lemay Lake Fourth Addition/Northwestern Mutual Life Insurance Company, consisting of two Lots on approximately 5.8 acres located along the west side of I -35E south of Lone Oak Road in the northeast quarter of Section 10--At its meeting of January 25, the Advisory Planning Commission also considered the accompanying preliminary plat for the proposed Cracker Barrel Restaurant and Hampton Inn. Parks, trails, water quality and wetlands issues were also considered by the Advisory Parks, Recreation & Natural Resources Commission at its meeting of January 6, 1994. The Planning Commission recommended unanimously to approve the preliminary plat subject to the s ve conditions set forth in their minutes. The minutes ar enclosed on pages /_ through The staff report is included on pages ��through /J. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a preliminary plat for Eagandale Lemay Lake Fourth Addition consisting of two lots on approximately 5.8 acres located along the west side of I -35E, south of Lone Oak Road in the northeast quarter of Section 10 subject to the seven conditions recommended by the Advisory Planning Commission. Page 9 /EAGAN ADVISORY PLANNING COMMISSION MINUTES JANUARY 25, 1994 EAGANDALE LEXAY LAKE FOURTH ADDITION - NORTHWESTERN MUTUAL LIFE INSURANCE COMPANY Chairman Voracek opened the next public hearing of the evening regarding a Preliminary Plat consisting of two lots on approximately 5.8 acres located along the west side of I -35E south of Lone Oak Road in the NE 1/4 of Section 10. Project Planner Ridley introduced this item. He stated that the applicant is requesting a preliminary plat consisting of two lots on 5.77 acres, which is currently Outlot A of Eagandale Lemay Lake 3rd Addition. He stated that Eagandale Lemay Lake 3rd Addition was platted in 1988, including the Lone Oak Plaza and Outlot A. He stated that the proposed plat consists of a 2.58 acres lot and a 3.19 acres lot. Mr. Ridley further advised that the Parks and Recreation Commission recommended a cash parks dedication in lieu of a ponding dedication. Mark Anderson, a representative of the applicant, stated that the plat application was in connection with the planned development rezoning. He stated that the conditions of the plat approval were reviewed and are acceptable. Member Merkley questioned staff as to the cash dedication in lieu of a ponding dedication, noting that the site plan shows a detention pond. Project Planner Ridley stated that the pond designed into the site plan would only handle about 3 /4th of the total drainage, and therefore, the Park and Recreation Commission requested cash dedication in lieu of that pond dedication. He further stated that the cash dedication funds would be used for a study on the ponding requirements for the area. Chairman Voracek expressed concern that too much drainage will go into Lemay Lake, causing damage to the lake. Development Design Director Wingard advised the Commission that Lemay Lake currently has a grid chamber to filter the drainage, but drainage from the area is too much for the grid to be totally beneficial. He stated the City has an option to put a holding pond to the west of the development just north of Lemay Lake or a pond within the site. Mr. Wingard stated that a pond just north of the lake would be more beneficial than a site pond. Merkley moved, Isberg seconded, the motion to approve a Preliminary Plat consisting of two lots on approximately 5.8 acres located along the west side of I -35E south of Lone Oak Road in the NE 1/4 of Section 10, subject to the following conditions: Page 10 /EAGAN ADVISORY PLANNING COMMISSION MINUTES JANUARY 25, 1994 1. These standard conditions of plat approval as adopted by Council action on February 2, 1993, shall be complied with: Al, D1, 82, 83, Cl, C2, C4, D1, El, F1, G1 and H1 2. The storm water layout for this development shall show drainage going to existing 15" and 21" storm sewer lines in Eagandale Place. 3. The development shall construct a manhole at the property line on each sanitary sewer line. 4. A hydrant shall be added off of the 8" water main along Lone Oak Road. 5. Restricted access shall be dedicated along the north edge of the plat where it abuts Lone Oak Road and along the east edge of the plat where it abuts I -35E. 6. This development shall be responsible for a cash parks dedication. 7. The developer shall be required to make a cash dedication in lieu of on -site ponding to meet water quality requirements for this plat. All present voted in favor. SUBJECT: PRELIMINARY PLAT (EAGANDALE LEMAY LAKE 4TH ADDITION) APPLICANT: NORTHWESTERN MUTUAL LIFE INSURANCE CO. LOCATION: NE QUARTER SECTION 10 EXISTING ZONING: NEIGHBORHOOD BUSINESS AND GENERAL BUSINESS DATE OF PUBLIC HEARING: JANUARY 25,1994 DATE OF REPORT: JANUARY 14, 1994 COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT APPLICATION SUMMARY: An application has been submitted requesting a Preliminary Plat consisting of two lots on 5.77 acres. The site ( Outlot A, Eagandale Lemay Lake 3rd Addition) is located at the southwest intersection of Lone Oak Road and I -35E. APPLICABLE REGULATIONS: Chapter 13, Section 13.10, Application Procedures and Approval Process. EXISTING CONDITIONS: The site grade falls approximately 17' from north to south and contains no significant trees. BACKGROUND: Eagandale Lemay Lake 3rd Addition platted in 1988 included the Lone Oak Plaza and this outlot. PROPOSAL: The applicant is proposing to plat the property as Lots 1 and 2, Block 1, Eagandale Lemay Lake 4th Addition. Lot 1 has an area of 238 acres and Lot 2 has an area of 3.19 acres. PARKS & TRAILS DEDICATION: For this commercial development, Parks & Recreation staff is recommending that a cash parks dedication be a requirement of this plat. Relative to trails, this development has previously been responsible for providing trailways along Lone Oak Road and along Eagandale. Therefore, the City will not require a trails dedication fee. WATER QUALITY & WETLANDS: Staff's analysis reflects there are no wetlands on this site. Regarding water quality, this site will generate a stormwater runoff that will discharge through the stormwater system directly to Lemay Lake which is one of six lakes classified to support direct contact recreation. While water quality in Lemay Lake is good relative to other lakes in Eagan, it does not meet the standards set forth in the Water Quality Management Plan. Ordinarily development which intends to discharge directly into a recreationally classified water body would be required to comply with on -site ponding requirements. Staff requested guidance from the Advisory Parks, Recreation, and Natural Resources Commission regarding the possibility of considering a cash dedication for this particular development. Modeling of the lake and watershed pollutant loads indicate that almost 60% of the total phosphorus loading into Lemay Lake comes through two pipes sharing a single location in the northeast corner of the lake. These stormwater pipes drain water off from about 140 acres of commercial /industrial property. Much of the development in this portion of the drainage occurred before the City's Water Management Plan was adopted in 1990. An option to consider in addressing water quality requirements for this development is to require a cash dedication in lieu of ponding. The cash dedication for this site is estimated between S42,000 - S47,000 and could be used to finance a portion of costs to resolve the larger problems associated with pollutants loading from this part of the watershed. Because the options could be expensive to construct, it is important that a comprehensive and thorough analysis be done first to provide a basis for a decision. If ponding to treat runoff is not required for the proposed development, modeling indicates that loading of phosphorus to Lemay Lake will increase by approximately 2.5% and there would be some minor additional degradation to water quality in Lemay Lake. A major negative influence affecting the quality of Lemay Lake would continue to be untreated runoff from the existing industrial /commercial area to the north of the lake. ADVISORY PARKS, RECREATION AND NATURAL RESOURCES COMMISSION: At its January 6, 1994 meeting, the Advisory Commission reviewed the proposed Eagandale Lemay Lake 4th Addition and made the following recommendations: • This development shall be responsible for a cash parks dedication. • There are no trails dedications relative to this plat. • There are no wetlands issues relative to this plat. • There are no tree preservation issues relative to this plat. • The developer shall be required to make a cash dedication in lieu of on -site ponding to meet water quality requirements for this plat. The Advisory Commission had also discussed the desirability of a reduction in the amount of bituminous surface in this development to enhance the natural green area and reduce surface drainage. The Commission respectfully requests the Advisory Planning Commission and the City Council to consider 9' vs. 10' parking stalls in an effort to reduce the amount of bituminous surfacing and the associated runoff. l �� GRADING/DRAINAGE & EROSION CONTROL: The majority of the site will be disturbed by the grading to prepare the site for the proposed buildings and parking lot. The preliminary grading plan indicates a maximum cut of 7 feet in the northeast corner of the site and a maximum fill of 5 feet along the south edge of the site. The proposed hotel will be at an elevation of approximately 5 feet lower than Lone Oak Road and the proposed restaurant will be at an elevation of approximately 3 feet lower than the proposed hotel, or 5 feet higher than Eagandale Place. The Parks, Recreation, & Natural Resources Commission has reviewed this development and they have recommended that a cash dedication be utilized to handle water quality requirements of this site rather than this development constructing a pond on this site. Since a pond will not be required, the storm water layout for this development shall be revised to show drainage going out to an existing 15" storm sewer line in Eagandale Place which has been stubbed to the southwest corner of the site or to an existing 21" storm sewer line that has been stubbed to the south edge of the site. The storm water lines in Eagandale Place drain to Pond BP -2 (LeMay Lake) which is a pond on the City's Comprehensive Stormwater Management Plan. The development will be responsible for installing and maintaining erosion control measures in accordance with the City's Erosion /Sediment Control standards. WATER QUALITY & WETLANDS: This site will generate stormwater runoff that will discharge through the storm sewer system directly to LeMay Lake, one of six lakes classified to support direct contact recreation. While water quality in LeMay Lake is good relative to other lakes in Eagan, it does not meet the standards set for it in the Water Quality Management Plan. Modeling of the lake and watershed pollutant loads indicate that almost 60% of the total phosphorus loading to LeMay Lake comes through two pipes sharing a single location in Eagandale Boulevard that discharges into the northeast corner of the lake. These pipes drain runoff from about 140 acres of commercial and industrial property directly to LeMay Lake. Much of the development in this portion of the drainage occurred before the City's water quality program was adopted in 1990. The first option to address water quality requirements for this development is to require a cash dedication in lieu of ponding for water quality mitigation. If ponding to treat runoff is not required for the proposed development, modeling indicates that loading of phosphorus to LeMay Lake would increase by about 2.5% and there would be some minor additional degradation of water quality in LeMay Lake. The major influence negatively affecting the quality of LeMay Lake would continue to be untreated runoff from the existing industrial /commercial area to the north of the lake. In lieu of ponding, a cash dedication (estimated at $42,000 - $47,000) would be required which would then be used to finance selection and possibly a portion of the construction costs to resolve the larger problem associated with pollutant loading from this part of the watershed. Because the options could be expensive to construct, it is important that such an analysis be comprehensive and thorough to provide the basis for a decision. The Parks, Recreation & Natural Resources Commission recommended on January 6, 1994, that this development be required to pay a cash dedication in lieu of ponding to meet water quality requirements for this site. The cash should be used to fund a detailed evaluation of options to reduce nutrient loading to Lemay Lake and /or to help finance construction of those options. There are no wetlands on the site. UTILITIES: Sanitary sewer service of sufficient size, capacity and depth is readily available to serve this site from an existing 8" line in Eagandale Place. The preliminary utility plan shows extending sanitary sewer service lines through each site to serve each lot. The development will be responsible for constructing a sanitary sewer manhole at the property line of each sanitary sewer service line. The manhole will be used by the City as a monitoring and inspection manhole. Watermain of sufficient size, pressure and capacity is readily available to serve this development from an existing 8" watermain to the south in Eagandale Place or from an 8" watermain stub to the north in Lone Oak Road. The preliminary utility plan shows connecting to the existing 8" watermain in Eagandale Place and extending water service lines up to the proposed buildings. The development shall add a hydrant along the north edge of the site that would connect to the existing 8" watermain stub that has been provided off of Lone Oak Road. STREETS /ACCESS /CIRCULATION: Street access is available to this development from Eagandale Place which abuts the south edge of the site. The development proposes two driveway connections to Eagandale Place. The westerly driveway connection is shown to be a shared driveway connection with the existing development to the west. Along the north edge of Eagandale Place is an existing concrete sidewalk. The proposed driveway opening shall provide pedestrian ramps at the intersections. Eagandale Place was constructed by the City in the summer of 1986 to a width of 36 feet under City Project No. 474. EASEMENTS/RIGHT- OF- WAY/PERMITS: The development shall dedicate restricted access on the edge of the plat where the lot lines abut Lone Oak Road to the north and Interstate Highway 35E to the east. The development will be responsible for ensuring that all regulatory agency permits (MPCA, MNDept. of Health, MWCC, Dakota County Highway Department, MnDOT) are acquired prior to final plat approval. FINANCIAL OBLIGATION - Eagandale LeMay Lake 4th Addition There are pay -off balances of special assessments totaling $33,682 on the parcels proposed for platting. The pay -off balance will be allocated to the lots and outlots created by the plat. There are no pending assessments on the parcels proposed for platting. The estimated financial obligation presented is subject to change based upon areas, dimensions and land uses contained in the final plat. Based upon the study of the financial obligations collected in the past and the uses proposed for the property, the following charges are proposed. The charges are computed using the City's current fee schedule and the connection and availability of the City's utility system based on the submitted plans. Improvement Use Rate Quantity Amount Lateral Benefit Water C/I 527.20/ff 447.37 ff S12,168 CONDITIONS OF PRELIMINARY PLAT APPROVAL FOR EAGANDALE LEMAY LAKE 4TH ADDITION 1. These standard conditions of plat approval as adopted by Council action on February 2, 1993 shall be complied with: Al, Bi, B2 ,B3, Cl, C2,C4,D1, El, Fl, 01, and H1 2. The storm water layout for this development shall show drainage going to existing 15" and 21" storm sewer lines in Eagandale Place. 3. The development shall construct a manhole at the property line on each sanitary sewer line. 4. A hydrant shall be added off of the 8" water main along Lone Oak Road. 5. Restricted access shall be dedicated along the north edge of the plat where it abuts Lone Oak Road and along the east edge of the plat where it abuts I -35E. 6. This development shall be responsible for a cash parks dedication. 7. The developer shall be required to make a cash dedication in lieu of on -site ponding to meet water quality requirements for this plat. A. Financial Obligations 1. This development shall accept its additional financial obligations as defined in the staff's report in accordance with the final plat dimensions and the rates in effect at the time of final plat approval. B. Easements and Rights -of -Way 1. This development shall dedicate 10 -foot drainage and utility easements centered over all lot lines and, in addition, where necessary to accommodate existing or proposed utilities for drainage ways within the plat. The development shall dedicate easements of sufficient width and location as determined necessary by engineering standards. 2. This development shall dedicate, provide, or financially guarantee the acquisition costs of drainage, ponding, and utility easements in addition to public street rights -of -way as required by the alignment, depth, and storage capacity of all required public utilities and streets located beyond the boundaries of this plat as necessary to service or accommodate this development. 3. This development shall dedicate all public right -of -way and temporary slope easements for ultimate development of adjacent roadways as required by the appropriate jurisdictional agency. 4. This development shall dedicate adequate drainage and ponding easements to incorporate the required high water elevation plus three (3) feet as necessitated by storm water storage volume requirements. C. Plans and Specifications 1. All public and private streets, drainage systems and utilities necessary to provide service to this development shall be designed and certified by a registered professional engineer in accordance with City adopted codes, engineering standards, guidelines and policies prior to application for final plat approval. 2. A detailed grading, drainage, erosion, and sediment control plan must be prepared in accordance with current City standards prior to final plat approval. STANDARD CONDITIONS OF PLAT APPROVAL This development shall ensure that all dead -end public streets shall have a cul- de-sac constructed in accordance with City engineering standards. 611 .1. If any improvements are to be installed under a City contract, the appropriate project must be approved by Council action prior to final plat approval. H. plber 4. A separate detailed landscape plan shall be submitted overlaid on the proposed grading and utility plan. The financial guarantee for such plan shall be included in the Development Contract and shall not be released until one year after the date of City certified compliance. D. Public Improvements E. Permits 1. This development shall be responsible for the acquisition of all regulatory agency permits required by the affected agency prior to final plat approval. F. Parks and Trails Dedication 1. This development shall fulfill its park and trail dedication requirements as recommended by the Advisory Parks, Recreation and Natural Resource Commission and approved by Council action. G. Water Quality Dedication 1. This development shall be responsible for providing a cash dedication, ponding, or a combination thereof in accordance with the criteria identified in the City's Water Quality Management Plan, as recommended by the Advisory Parks, Recreation and Natural Resource Commission and approved by Council action. 1. All subdivision, zoning and other ordinances affecting this development shall be adhered to, unless specifically granted a variance by Council action. Advisory Planning Commission Approved: August 25.1987 LTS#s STANDARD.CON l City Council September 15. 1987 Revised: July 10. 1990 Revised: February 2. 1993 MEMO _city of pagan DATE: JANUARY 10, 1994 TO: PEGGY REICHERT, DIRECTOR OF COMMUNITY DEVELOPMENT 14. FROM: KEN VRAA, DIRECTOR OF PARKS & RECREATION SUBJECT: EAGANDALE 4TH ADDITION; HAMPTON INN- CRACKER BARREL RESTAURANT At the January 6, 1994 Advisory Parks, Recreation and Natural Resource Commission meeting, the Advisory Commission viewed the proposed Eagandale 4th Addition and made the following recommendations concerning this development. (1) This development shall be responsible for cash parks dedication. (2) There are no trails dedication relative to this plat. (3) There are no wetlands issues relative to this plat. (4) There are no tree preservation issues relative to this plat. (5) The developer be required to make a cash dedication in lieu of on -site ponding to meet water quality requirements for this plat. Regarding water quality requirements, the Advisory Commission reviewed two additional options one of which would require construction of an on -site pond to treat all runoff from this development. The second option was a partial cash dedication and a partial ponding requirement. The Advisory Commission recommended a cash dedication given the low amount of phosphorous runoff from this development relative to the entire drainage basin. K was the Commission's recommendation to the City Council that the cash dedication be taken with the intent that these funds would be used to finance a detailed evaluation of options to reduce nutriment loading to Lemay Lake and /or to help finance construction of those options to reduce pollution from property to the north which contributes the largest amount of runoff. The Advisory Commission had also discussed the desirability of a reduction in the amount of bituminous surface in this development to enhance the natural green area and reduce surface drainage. The Commission respectfully requests the Advisory Planning Commission and the City Council to consider 9' parking stalls versus 10' stalls in an effort to reduce the amount of bituminous surfacing and the associated runoff. Page -2- Project Planner, Mike Ridley, was at the Advisory Commission meeting to present this particular plat. 1 am certain he will be able to respond to any questions relative to the Advisory Parks, Recreation and Natural Resource Commission's discussion conceming both the recommendations for plat approval and the Commission's thoughts relative to the 9' parking stalls and reduction of bituminous surface. Also attached is the staff memorandum pertaining to this development that was provided to the Advisory Parks, Recreation and Natural Resource Commission. KV/Ik cc: Tom Hedges, City Administrator attachments t3/EGNDUTH.MMo I "7 EnEr /ION Illw ORO INTIM _LONE OAK RD 2 q. , NATIONAL COMPUTER SYSTEMS LEMAY LAKE APARTMENTS LEMAY LAKE e r • lot 1 r. AGANUALF Of CE fV41 ER • 3 •1110 *lb U.S. POSTAL SERVICE BULK MAIL CENTER F) CARSON WAREHOUSE 29 ' 28 W 1 13 e 7 3M COMPANY 415 I i LONE Or SLIME' CENTEI lA PI 11 1 z 27 t g 6 : v. 1 LOCATION •/' '1 A RD . / A 1 / ', ' • • . r SAif t ;.. 'arj•rh • • CI* 1 a 1) I 1 II ZONING MAP LAND USE PLN .11 r),- 4%4 ;71 i rs tit ti fif:11. 1 r. ,ir.n crvi 11 Zi y§17 t'' 11 .cn nn 0 PP - e:4 r 1 a li _. — do! _ . — -_-.7*. 1... \ - J. / � — ( L ▪ 0 T 1 `jlM sa s. ... _ M.. 0.18 �� ....\ • t 1 !. - .11.r— ...... ._I .... _ L I \ _ �''�� "moo - - --- C— < y • g.,%, Argil; +�.i+ —i 0 4 9 �r'.. `/ -/ 0 - --' '/ / ,J ST Cy � - % • ...• — 0 i to R � t'':7) y Q al 3 1«t ,ll ;4f") N lM1Mg1at 11 !! !h •• 7.4,” FINANCIAL OBLIGATION LEGEND we a. ..w •r••• a•• .., .. ....... . r •1 1•r.a M1 PIRLNARY PLAT OF/ EAGANDALE LEMAY LAKE 4TH ADDRION COUNTY—STATE AD Lateral Benefit Water ,, 4 HO/ MAY (RRUC • 11 or -r*v an' •"" W •••;• •∎••••� ,. __ .w. awes, .. • i • •• ., — ma. .• ea 0 ▪ ▪ te a• • air awe N a• a• ••• e+ ��r M aia ` •••• • • • r Iwo •rr •w !1 ^- fl w•. • r a ti as,.. •••■ w . . l a._aaw. w ., aaa ..awe a- .. ... • . Ow •■a a •••• aaw t1 ar ■r3w ..rM 01 a• a. • a...r.r ae-ea. .la.►— • ..n•s,•.aa aaaa!• es, ••••••• 1./ 1 Camas Clime Oooc•.rllletbs. WI PP 1/65.0 12` I2" • FICE - C ON CENTE FIG. NO. 8 WATER DISTRIBUTION SYSTEM CITY OF • LEN ARK 52 59.6/ 78.0 U.S. POSTAL , I SERVICE 51 kill 6.02,11t. 111.41 5 6.0 1 ♦tsMa 1 1 SPUR wTRY .u 8 t: 'tw0 t 1F'R INU MAIL ,.1 P- 76.0 78.5 EKE wrND CENT( -14 75.0 78.0' FIGURE No. 17 STORM SEWER LAYOUT MAP CITY OF EAGAN 0. at 'N JAL utt (Art E -p EP 84: 134. PROJECT SITE 0 410 .10 4001000 EIMMO POW NORMAL WATtl . . . . . . 0 0 • . ..00.0 POW FAN tttAlp IOrtt POO.0 OVEMUUO DUM N ROUTE A GA N itiCrOD‘ F I C rra UnPutIAI 1:11,11k.1 GT Ofi S1S ; n • id ' 11 \ 'IL.. irl r. biti 1 , OHM -E 1 I 11••;,•11 114)40 PROJECT SITE N O N -V ■••• FIG. NO. 7 SANITARY SEWER TRUNK LAYOUT CITY OF EAGA •••• I, 1 • .0° , I 1.1t . 7 : 177 h tI N .:.7„ ; 40 Q 440 al I N.,.• 1 J r 1 0 0 11111 RNMA II IW Ith-rmi el- 11.11 pi LONE 0 140/4A , I , • ! ti in 15 trrtorw - • ;*. 1 Agenda Information Memo February 15, 1994 City Council Meeting TINE/MIS i• }i1Y'iiF.• } }}} }hi } }n :jriti :}} \v::ir:4.ti tiff 4ii: tii•} ii}} rii•: J: J}:::•: 4i:. 43} rirr}:• h\• k• Ui• }:i.:ti•:• } } }Yti:.i'i4:ii {:i..vr: r: r:::.v v.v RESOLUTION /CITY OF RED WING A. Resolution, City of Red Wing—Enclosed on pages through is a copy of a letter, sample resolution and attachments addressed to Mayor Egan. This correspondence is from the Mayor and Council President for the City of Red Wing requesting consideration by the City of Eagan to pass a resolution supporting legislation to allow for the temporary storage of spent fuel by NSP at their Prairie Island Nuclear Power Plant. ACTION TO BE CONSIDERED ON THIS ITEM: 1) To consider no action on the resolution or 2) to approve or deny the request as presented. 4• 05.1. 40 0.0.01-- . OTT BALL 316 W. 461 St VIPDD (612) 36734 FAX 388 -9608 * Admitistratiw * MdMuatrsr *Wren* , *Inspedieas * Plaanine * Beta Prop suin8 MIK =VIM 229 Tyler Rd. No. (812) 388.8796 FAX 3880243 * streets -1r Parks * Cemeteries * Eefime * water Utilities * Sewer Utilities * Central Service POLICE STATION 600 W. 6th St. (612)388.2804 FAX 385-3185 PIKE STATION 429 Plum St (612) 3887141 PUB11C 1111BARt 225 East Ave. V/UDD (612) 388-2884 FAX 388-2885 SOLID WASTE BOMB 1873 Beath St. (612) 3881402 POST AUTHORITY 217 Plum St (612) 3884781 " FAX 3881782 CIVIL DEMME 419 Bash St. (612)3887460 FAX 388-9692 Sn1DON imiro E . Bed St a East Ave. (612)8882892 B�08�388-2806 SOUSING AUTHORITY 428 N. 5th St (622)388-7571 FAX 385-0651 January 24, 1994 The Honorable Mayor Thomas A. Egan Mayor of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mayor Egan: As you have no doubt heard, Northern States Power Company is seeking approval from the State Legislature to temporarily store spent nuclear fuel on site in large, well - protected dry casks at the Red Wing Prairie Island Nuclear Power Plant. Since 1986, at least sii other nuclear plants have stored this material in similar containers until the Federal Government's long -term storage facility is ready to receive high -level waste. In addition, all applicable State and Federal regulatory agencies have approved NSP's proposal. The City of Red Wing needs your help. We strongly support the legislature granting this approval. If it is not approved and the plant is forced to shut down, the loss of this efficient power source will drive all of our electric rates up. This is conservatively estimated at $1.8 billion from our city treasuries and our constituents in the form of higher electric bills. The power plant is a significant tax revenue for the City. If the plant is shut down, our tax base is lost. Red Wing would soon start collecting local government aid, taking money away from other cities. On behalf of the City, we feel our best alternative is for the legislature to approve this temporary storage. We all can "win" by avoiding higher electric rates and lost local government aid. The facility is in our "front yard" and the City of Red Wing, along with the vast majority of our citizens, favors this proposal and accepts the very minimal risk. Won't you join us? We need your help. Enclosed you will find an informational packet and a sample resolution. We would respectfully request your council's approval and forwarding a copy to your legislators and one returned to us. If you have any questions or wish any additional information, please contact us or our City Administrator, Steve Perkins, at the above numbers or address. Thanks for your consideration and help. Sincerely, ��?GGGQ Romeo C. Cyr Nancyl4iikitta Mayor pas Enclosures - 2 Ca iRwWw RECYCLED PAPER ( J An Equal Opportunity Employer PO. Bon 34 Red Wag, Mama 55066 FEB 7 Council President Enviro"rSntly Rim,* Wally Grown! RESOLUTION NO. Supporting Legislation to Allow for the Temporary Storage of Spent Fuel by Northern States Power at their Prairie Island Nuclear Power Plant WHEREAS, Northern State's Power Company's Prairie Island Power Plant has produced safe, low -cost electricity for more than twenty years and consistently ranks as one of the lowest cost, safest, most productive and efficient nuclear plants in the country; and WHEREAS, the Nuclear Regulatory Commission has repeatedly recognized the Prairie Island Plant as one of the best run nuclear facilities in the country; and WHEREAS, if the Prairie Island Power Plant is forced to close, the loss of this safe and low -cost base load twelve- hundred mega watt electric generating plant would cost not only NSP customers more in higher rates, but remove an efficient power source from the Mid - Continent Area Power Pool (MAPP) and thereby adversely affect all upper midwest electric consumers; and WHEREAS, the Prairie Island Power Plant contributes substantial annual real estate tax payments, thereby reducing and in some cases eliminating traditional educational and local government aids, and the shut down of this plant with resulting lost tax base would cost the State and other cities and school districts millions of dollars in increased State -aid payments thereby affecting adversely the vast majority of Minnesota taxpayers; and WHEREAS, the Prairie Island Power Plant will reach maximum capacity of its temporary storage facility for spent fuel in 1994 and all necessary permits and approvals from State and Federal regulatory agencies have been obtained so as to allow for the temporary storage of older spent fuel in dry casks, a method safely utilized by at least six other nuclear power plants; and WHEREAS, the Prairie Island Power Plant is located within the City of Red Wing and the City and the vast majority of residents strongly favor approval of State legislation to permit this temporary spent fuel storage and further that the City has requested the support of other Cities. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of that it supports the City of Red Wing's efforts to seek approval in the legislature to allow on -site temporary storage of spent nuclear fuel from the Prairie Island 19( Plant until the U.S. Department of Energy meets its obligations to complete a national high -level permanent waste repository. BE IT FURTHER RESOLVED that the (City Administrator /City Clerk) is hereby authorized and directed to forward a signed copy of this resolution to the Governor and State legislators representing the City in the State legislature and in like manner notify the City of Red Wing of the city's adoption of this resolution. Adopted by the City Council this day of , 1994. 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CD 01 --• N -+ C) N -+ -+ O A C) 0 N CO 0 C71 03 N 0 A 0 0 0 0 Ca) 0 -+ 0 0 N 0 O -+ A j 0 0 0 0 0 << — ► --I to "0 O O Z Z Z Z Z y > -i x z 0 > . _ = 0 _ C- -< m O to GJ CO G3 0 0 N 0) -+ O V N3 0 V 01 N 0 CC 0 0 O ' ' A 0 CD ' O CD ' O O O ' O p 0 0 O O O 0 P O O • i i O i 0 O 0 01 0 CD O CO O O 0 0 0 O O O 0 GO G3 03 03 -.+ - O -+ 71 C) N -+ + 01 N V O C G3 N N CD O ' O N A O GJ 01 ' C) N V 0 C7) O O O ' co C71 C71 co ' ▪ O O -'` • • O O O O O 61 A -► C.) • A A -+ O CO -+ to N 01 N A -+ O -+ -- N O 0) -♦ N 0 A O O O O O O ▪ • A O O 0 0 A O O O 0 0 0 0 sn cn � Q CD Cn 0 CD 0 Ct CO 0 a) O O 3 o Q � O CD 0 fn C Ci) CT m Cn CD 0 <. =. 0 0 CD 0 O 0 0 CO (r) (0 ( CO W N - O CO CD 0 CD Z CD f or C 0 cr si3 C, O CCt CD TN -40 Spent Fuel Storage Cask Height : . 16.8 feet Diameter : 8.5 feet Weight : 122 tons Protective cover Lid neutron shield Lid Metallic 0 -ring seals Cavity with fuel basket Neutron shield Outer shell Trunnion o‘.4 CC) CCD c0 c Cn cfl cfl 0 z rn 0 00 sn 0 'a cp cn o rn z cn n 0 0 cn Q 0 CD cn CD CO 0 Er o. a ' - CD CD CD cD CD 0 c"" (1) 0 0 (D CO CD 0) 0 • CD 0) o 0 c 3 3' CD < CD O 3 CD CD a� cfl co CD CD' c c0 cn 1 to W z 0) - o CD Cn 0 0 (n' o' 0 0 Cn c 3 CD 0 0 n 0 0 D CD c -40 cD o . CD 0 • cn' co sp 0 0 z Cn co O 0 0 0 z CJ) 0 - o CD c 3 (1) "V 0 T13 z c 0 CD - C Cn CD Cn O tO CD Agenda Information Memo February 15, 1994 City Council Meeting FEDERAL ISSUE/POLICY PRIORITY SURVEY B. Federal Issue, Policy Priority Survey—Enclosed on pages 71 throug1 )( or City Council review is a copy of a federal issue priorities ballot that was sent by the League of Minnesota Cities requesting that each Minnesota city prioritize policy topics for presentation on Tuesday, March 15, at the NLC Congressional /City Conference in Washington. Since there was no City Council meeting between February 7 and February 15, the City of Eagan has until the morning of February 16 to respond to the issues as outlined. ACTION TO BE CONSIDERED ON THIS ITEM: To provide direction to the City Administrator on the prioritization of the federal issues as presented. 1 L I g 3490 Lexington Avenue North St. Paul, MN 55126 -8044 League of Minnesota Cities (612)490 -5600 February 7, 1994 TO: Mayor, Manager, Administrator, NLC Direct Member Cities FROM: Ann Higgins, Intergovernmental Relations Representative RE: FEDERAL ISSUE/POLICY PRIORITIES SURVEY Listed below are issue areas and policy topics of major interest to Minnesota cities. Please rank in order from 1 (most important) to 5 priority issues of immediate importance to your city. ?LEASE COMPLETE AND RETURN THIS BALLOT BY MONDAY. FEBRUARY 14. FEDERAL ISSUE PRIORITIES BALLOT Below are the topics listed on the federal issue priorities survey. Please indicate which issues are the most important to your city by ranking them from "1" (highest priority) to "5 ". You may fax or mail your completed and signed ballot to Ann Higgins at the LMC Office. Budget Issues _ Taxes NAME CITY Reauthorization of Safe Drinking Water Act _ Stormwater Regulation Superfund _ Flow Control Health Care Reform _ Federal Mandates Housing & Community Development _ Transportation Pre- emption Telecommunications Other (specify) I _ am _ am not registered to attend the '94 NLC Congressional -City Conference. Return to Ann Higgins, LMC, 3490 Lexington Avenue North, St. Paul, MN 55126. The LMC fax number is (612) 490 -0072. Lag TITLE As you determine issue priorities, keep in mind issues that directly i{ffect your city which the National League of Cities should address and that city officials from Minnesota should bring to the attention of the Minnesota Congressional Delegation in meetings on Capitol Hill on Tuesday, March 15, during the NLC Congressional-City Conference. Budget issues $ackground The '94 federal budget imposes a freeze on spending on discretionary spending for the next 5 years. Appropriations on priority city programs subject to annual congressional funding will be frozen at current levels (those now in effect, beginning 10/1/93). This means that any increase in an existing program or establishment of a new one will come at the expense of one or more of the others. Taxes The Housing and Community Development Act, the Safe Drinking Water Act, and the Clean Water Act must be reauthorized this session. Congress faces very difficult and costly choices to hold the line on federal spending, with deep cuts possible for priority program for cities. Any increase in funding for transportation, housing, anti-crime measures, environmental protection, space exploration or veterans' programs may be funded only if congress cuts appropriations for other key city programs. Funding of city priority programs CDBG Highway Funding Clean Water (State Revolving Fund) Rural Waste and Water Grants HOME Block Grants Mass Transit Safe Drinking Water Anti-Crime Grants Increase limit on bank deductibility of municipal bond interest; Broaden tax exemption for private activity bonds used to finance government -owned facility if proceeds are spent within 3 years; Increase small city exception to rules to $ 10 million (now $5 million) per year; Permit collection of sales taxes on out -of -state sales. Reauthorization of Safe Drinking Water Act Fund state revolving fund (SRF) to help finance local water systems; Amend SDWA to change how drinking water standards are set; Consider both benefits and costs of reducing risk of contamination; Regulate contaminants of concern to public health and present in local water supplies; Allow small water systems to use alternative affordable technology; Permit states to establish practical, affordable monitoring requirements; Increase federal assistance to support state SWDA programs and to support technical assistance and research and development of more cost- effective technologies. Stormwater Regulations Reauthorize Clean Water Act (CWA) to amend stormwater management program, Eliminate end -of -pipe requirements to meet federal water quality standards; Reauthorize the State Revolving Fund (SRF); Support EPA guidance to implement Combined Sewer Overflow (CSO) regs; Oppose mandating all urbanized areas to implement stormwater management programs Superfund Reauthorize federal hazardous waste clean -up law ; Protect both city owner /operators and generator /transporters; Limit municipal clean -up costs between 0-10 percent of total site clean -up costs; Establish criteria used to determine municipal cost allocations; Ban third -party claims against cities that have settled with USEPA; Accept "in- kind" contributions from cities to cover costs; Allow early EPA settlements for clean -up of sites. Flow Control Address concerns about interstate transportation of municipal solid waste to give cities decision - making authority to determine whether to accept or ban waste generated out of state; Clarify city authority to direct the flow and disposal of municipal solid waste generated within or brought into the city. Health Care Reform Adopt national health care reform legislation to provide for universal health care coverage for U.S. residents; Assure that provisions affecting private employers apply to cities in the same manner; Authorize cities to form regional alliances and partnerships; Include cities in establishing health care standards; Limit employer contributions to employee coverage; Assure limits on increases in health care delivery costs; Regulate patient co- payments to assure equal access to services; Make specialized care, advancement of skills, and application of advanced treatment methods available to patients and health care professionals; Permit municipal hospitals and health care services to be part of regional health service partnerships; Require those formerly without health care insurance to pay something for their own coverage; Assist small cities in the same manner as efforts made to assist small business to provide employee health care benefits; Guarantee portability of employee health care coverage in private and public sectors; Guarantee access to health care regardless of pre- existing conditions; Prohibit health care providers from dropping or limiting employee coverage as a result of catastrophic illness; (continued next page) Require provision of broad range of preventive and primary health care services including coverage of mental health services and treatment of substance abuse available through all recognized health care provider groups and within basic and specialized health care service options available to individuals and families; Reduce paperwork and eliminate costly administrative procedures; Simplify compliance to assure financial accountability and patient care. Housing & Community Development Reauthorize housing and community development programs which expire in '94; Maintain '94 funding level for HOME program in 1995; Support flat 25 percent uniform match for HOME program funds and allow cities to meet up to 25 percent of the match requirement through tax- exempt financing; Provide new tax- exempt municipal bond authority for distressed cities; Oppose reductions in funding for public housing, CDBG, Section 8, and HOME programs and, at a minimum, provide level funding for key programs; Maintain '93 funding level for Economic Development Administration (EDA); Create trust fund for lead testing and abatement; Provide for direct city involvement in community development through newly created community development financial institutions (CDFIs); Oppose federal pre - emption of local zoning and land -use authority in seeking more housing opportunities for local income and minority households. Federal Mandates Reduce and simplify municipal bond arbitrage and rebate requirements; Oppose new or more costly unfunded labor mandates on cities; i.e., FLSA, exclusion from overtime exemptions; Extend exemption for firefighters and police officers from the Age Discrimination in Employment Act to allow cities to establish mandatory minimum or maximum hiring ages in public safety positions; Exempt cities from new federal laws and regulations unless all direct costs of implementing requirements are covered by the federal government; Subject legislation to point of order if it does not contain an economic impact analysis on its affect on public and private resources (HR 1295- Moran); Establish moratorium on new federal mandates; Require federal government to pay at least 20 percent of any mandates directly to local government; Create general revenue sharing fund to pay for costs of existing mandates; Amend Fair Labor Standards Act (FLSA) to eliminate municipal liability with respect to the salary basis test (the exemption to overtime for certain executive, administrative and management employees) and provide coverage for retroactive compensation awards. Pre - emption Oppose expansion of authority for employees and labor unions to rule on employee OSHA complaints, thereby imposing expanded requirements on cities; Support local authority to franchise telephone company information services (see Telecommunications); Uphold city authority to treat a license or permit issued by the FCC as property for tax purposes (allowing cities to impose property taxes on local cellular phone companies, etc.); Oppose pre - emption of local zoning or land use authority (see Housing & Community Development). Transportation - Develop National Transportation System (NTS) in support of interrelationship among all elements of transportation and larger role for local officials; Enable cities to meet changing transportation needs through local involvement in the NTS planning process. Telecommunications Preserve state and local regulation of intrastate telecommunications services; Closely monitor impact on cities of telco entry and mergers of telephone and cable companies; Assure delivery of high quality services at affordable rates; Uphold local regulatory authority to encourage innovation and new services; Support role for cities in planning and developing customer service policies; Authorize cities to establish fees and other compensation including franchising and to set requirements for facilities, standards, services, use of public rights -of way; and universal service; Promote access to competing public telecommunications networks; Support local government development and operation of institutional networks Address economic disparities and access issues for rural areas; Develop infrastructure that supports competition in providing access to both video and digital technology and switching services; Guard against premature deregulation to maintain effective, flexible anti-trust policies and standards; Protect cities ability to purchase capacity and obtain interconnections of unbundled services to assure effective competition; Guarantee access to information services for those who cannot afford costs. city of eagan 3830 PILOT KNOB ROAD EAGAN. MINNESOTA 55122-1897 PHONE: (612) 681 -4700 TDD: (612) 454 -8535 FAX: (612) 681 -4738 January 27, 1994 TO: SGT. KEN CONYERS Y -1/ FROM: INV. JOHN STEVENSON SUBJECT: LICENSE APPLICATION FOR KOKOMO TAN THOMAS EGAN Mayor PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER Council Members THOMAS HEDGES City Administrator E. J. VAN OVERREKE City Clerk Kokomo, Incorporated, doing business as Kokomo Tan, has made application for a massage license. Kokomo, Inc. is owned by the following: Mr. Daniel E. Larson of 4347 Yorktown Drive (25 %), Betty L. Larson of same address (25 %), Elizabeth K. Griggs of 5117 Baker Road in Minnetonka (251) and Dr. Clifton H. Griggs of same address (25 %). Kokomo, Inc. intends to open a business at 1960 Cliff Lake Road, Suite 108 in Eagan. The applicant /owners computer checks all came back clear. In addition, I have spoken to Mr. Rick Olson, a CPA who has assisted the city of Eagan with past license investigations, and he has known these parties, especially the Griggs', for quite some time. He stated they are completely legitimate and good business people. Susan Marie Stearns (DOB: 1/19/53), who resides at 1002 Crossroad in Eagan, has made application as a licensed massage therapist. All computer checks on Ms. Stearns came back negative, with no criminal history. Ms. Stearns has provided a doctor's certificate showing that she is free of communicable disease, as well as photographs. In addition, she has provided documentation that she is a graduate of the Minneapolis School of Massage and Body Work, Inc. I have dealt with the Minneapolis School of Massage and Body work, Inc. in the past, and they are a well- known, respected school of therapeutic massage. SUMMARY As a result of my investigation, I find no reason to deny a massage license to Kokomo, Inc. and /or Kokomo Tan. In addition, I find no reason to deny a massage therapist license to Susan Stearns. Stevenson #34 THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity / Affirmative Action Employer police department PATRICK GEAGAN Chief of Police RICHARD SWANSON Captain Administration & Investigation JAMES SEWALD Captain Patrol Bade Nam Back /l000unt Number � /,/G� ,#�0, z zsP 04 / /LLB , � �--- f3ank Address City Maio DO Code 1€ Of, C/ . ' 4O /iz_z logoore ' a = eAu .o t I hereby consent that local law enforcement officers, the board or agents of the board, or the commissioner of revenue or public safety, or agents of the commissioners, may enter the premises to enforce the law. Hank Records Information The board is authorized to inspect the bank records of the gambling account whenever necessary to fulfill requirements of current gambling rules and law. Oath I declare that: •1 have read this application and all information submitted to the board is true, accurate and complete; •all other required information has been fully disclosed; Signature of chief executive officer .;..;3:: > "'. % % : :R• : :n:�rf;•: ^•; : }4r,. :•>;ap!a> :f;.; }k :;,va. Q I.. City' or County" Minnesota Lawful Gambling Premise Permit Application - Part 2 of 2 1. The city 'must sign this application 11 the gambling prem• ices is located within city limits. 2. The county "AND township" must sign this application V the gambling premises is located within a township. 3. The local unit government (city or county) must pass a resolution specifically approving or denying this application. City or County Name C 1 Y o f C•A 6AA) Signature person receivin application Title Data Received 4.o/s/4/ 4-557— I i 4.o/s/4/ Refer b the instructions for required attachments. Mail b: Gambling Control Board Rosewood Plaza South, led Floor 1711 W. County Road B Roseville, UN 55113 law /9 Addres a Ywfecg, ,ill i P /�vnF IB fed ,etc va �g .. �t n•.a :ref ,r v . /r3✓ •1 am the chief executive officer of the organization; •1 assume full responsibiily for the fair and lawful opera - ton of all activities to be conduced; •1 will familiarize myself with the laws of Minnesota governing lawful gambling and rules of the board and agree, If Ncensed, to abide by those laws and rules, including amendments to them; •any changes in application information will be submitted to the board and local unit of government within 10 days of the change; and •1 understand that failure to provide required information or providing false or misleading information may result in the denial or revocation of the license. Township•• Township Name Date r r• r rt .r a: "o• , . #3�' . `•.Y . :90 M1 . 6,:; ; . ,• ? „yr'�f '�.i• ..•.:, : :•t�•' /.;fin; `'.•'•iC: i Signature of person receiving application 1 Data Received t.G214(Part 2) (R«7Re91) do iof /rC,e 4.Azov of the local unit 01 government's resolution ap- provina this apolication must be attached to this joplication. S. If this application Is denied by the local unit of government, k should not be submitted to the,Gambfng Control Board. Township: By signature below, the township acknowledges that the organization is applying for a premises permit within township limits. LG214 Iee Minnesota L awful Gambling Premises Permit Application - Part 1 of 2 Renewal Organization base license number Premises permit number New 'rF ::? ;+YliOf ,v "'�'w +N:�e'+' " :'S r" .:i fi.�. } Name of Organization business Address Organization - Street or P. x (Do not use the address o your gamb ng er) ZIANP • ,U 47/J Name of chief executive officer (cannot be your gambling manager) Tide Bingo Occasions If applying for a class A or C permit. fill in days and beginning & ending hours of bingo occasions: No more than seven bingo occasions may be conducted by your orsanization per week. Day Beginning/Ending Hours Day Beginning/Ending Hours Day Beginning /Ending Hours to to to to to $3I1 C ame of establ ishment where gambling Gotrir/�1� Is the premise( located within city limits? . State Zip Code County to If bingo will not be conducted, check here *cwx ?tvkKd,F,tl.;?6:ttw;q >: ;; oaF:+,�na, Ctigc Y.+}?� {{ v {bk $ti:?IT C k ' v •• • . g Class of premises permit - (dt.ck on.) ❑ A (P00) Pull- tabs, *boards, paddlewheels, raffles, bingo B (1250) PuA -tabs, dpboards, paddlewheels, raffles ❑ C ($ Bingo only ❑ D ($150) Raffles only City and County where gambling premises is located OR Township and County where gambling premises is located if outside of city Imits I&1 - P9 1 <r` • rte a +�• "•; } ?7 ' � .:. } x4kv .: ZO : '+ :. : n ?<:.x:: • Yes O No If no, is township — organized un • ' : ized p unincorporated Name and address of legal owner of premises ,_ State Zip Code J.d�r Tv /G- 47T AI MC # /irT 4 , Apt, Vi "3 515/27 Does your organization own the buildng where the gambling will be conducted? CD YES If no, attach the blowing: • a copy of the lease (form LO202) with terns br at least one yew. • • Dopy of • sketch of the floor plan with dimensions, showing what portion Is being leased A lease and sketch are not required for Class 0 appscadons. } FOR BOARD USE ONLY BASE 5 PP s FEE CHECK INITIALS DATE Daytime phone number *14 170 — so w Daytime phone number 'z) C1.6 /777 •to 0 1`aft Address City State Zip code 0 20227 / • lyi�,�% ,�, d'� �. �- CQ,�ie �/ /� ply 35�� STATE OF MINNESOTA GAMBLING CONTROL BOARD PREMISES PERMIT RENEWAL APPLICATION LG214PPR PRINTED:12 /08/93 LICENSE NUMBER: B- 02760 -001 NAME OF ORGANIZATION: Knights Of Columbus Council 7604 Eagan NAME OF PROPERTY OWNER (WHEN NOT LESSOR): Joyce Slattery SQUARE FEET PER MONTH: .- be‘ SQUARE FEET PER OCCASION: 0 781 Hackmore Dr 1 ��1,�� f7 -��f71 E Eagan MN 55123 j 1st Bank Eagan 3629 Krestwood Ln Eagan MN 55123 GAMBLING BANK ACCOUNT NUMBER: 1191944824 EFFECTIVE DATE: 06/01/92 EXPIRATION DATE: 05/31/94 GAMBLING PREMISES INFORMATION NAME OF ESTABLISHMENT WHERE GAMBLING WILL BE CONDUCTED Richards Food & Liquors 4185 S Robert Tr Eagan 55123 COUNTY Dakota IS THE PREMISES LOCATED WITHIN THE CITY LIMITS ?: Y LESSOR INFORMATION DOES YOUR ORGANIZATION OWN THIS SITE ?: No IF NO, LIST THE LESSOR: West Jersey Assoc 4185 S Robert Tr • Eagan MN 55123 FOR BOARD USE ONLY AMT ',AID CHECK NO. DATE AMOUNT PAID FOR RENT PER MONTH: 1000 AMOUNT PAID PER OCCASION: 0 BINGO ACTIVITY BINGO IS CONDUCTED ON THIS PREMISES: No IF YES, REFER TO INSTRUCTIONS FOR REQUIRED ATTACHMENT STORAGE ADDRESS /J 753 J . Rn .727 ( Ae. eVilE J l i.3;rc' Ji , ,4 - BANK INFORMATION ON THE LINES PROVIDED BELOW LIST THE NAME, ADDRESS AND TITLE OF AT LEAST TWO PERSONS AUTHORIZED TO SIGN CHECKS AND MAKE DEPOSITS AND WITHDRAWALS FOR THE GAMBLING ACCOUNT. THE ORGANIZATION'S TREASURER MAY NOT HANDLE GAMBLING FUNDS. �a �ilro J. � t f G /t�c,�'r�'' -, *Pk? ? f W4A1 t, , 5)72Y -- //J ,f r G/ i.�v -� 11:32-23 067 lc! Tn,r �7f5' I>�t// Mjl ea, 64 /6' "3 (8E SURE TO COMPLE+E T1iL REVERSE SIDE OF THIS APPLICATION) THIS FORM WILL BE MADE AVAILABLE IN ALTERNATIVE FORMAT (I.E. LARGE PRINT, BRAILLE) UPON REQUEST GAMBLING PREMISES AUTHORIZATION I HEREBY GIVE CONSENT TO LOCAL LAW ENFORCEMENT OFFICERS, THE GAMBLING CONTROL BOARD, OR AGENTS OF THE BOARD, OR THE COt1MISSIONER OF REVENUE OR PUBLIC SAFETY, OR AGENTS OF THE COMMISSIONERS, TO ENTER THE PREMISES TO ENFORCE THE LAW. RANK RECORDS INFORMATION THE GAMBLING CONTROL BOARD IS AUTHORIZED TO INSPECT THE BANK RECORDS OF THE GAMBLING ACCOUNT WHENEVER NECESSARY TO FULFILL REQUIREMENTS OF CURRENT GARBLING RULES AND STATUTES. I DECLARE THAT: • I HAVE READ THIS APPLICATION AND ALL INFORMATION SUBMITTED TO THE GAMBLING CONTROL BOARD; • ALL INFORMATION IS TRUE, ACCURATE AND COMPLETE;; • ALL OTHER REQUIRED INFORMATION HAS BEEN FULLY DISCLOSED; • I AM THE CHIEF EXECUTIVE OFFICER OF THE ORGANIZATION; • I ASSUME FULL RESPONSIBILITY FOR THE FAIR AND LAWFUL OPERATION OF ALL GAMBLING ACTIVITIES TO RE CONDUCTED; • I WILL FAMILIARIZE MYSELF WITH THE LAWS OF MINNESOTA GOVERNING LAWFUL GAMBLING AND RULES OF THE GAMBLING CONTROL BOARD AND AGREE, IF ISSUED A PREMISES PERMIT, TO ABIDE THOSE LAWS AND RULES, INCLUDING AMENDMENTS TO THEM; • ANY CHANGES IN APPLICATION INFORMATION WILL BE SUBMITTED TO THE GAMBLING CONTROL BOARD AND LOCAL UNIT OF GOVERNMENT WITHIN TEN DAYS OF THE CHANGE; • I UNDERSTAND THAT FAILURE TO PROVIDE REQUIRED INFORMATION OR PROVIDING FALSE OR MISLEADING INFORMATION MAY RESULT IN THE DENIAL OR REVOCATION OF THE PREMISES PERMIT. SIGNATURE OF CHIEF EX CUTIVE OFFICER aPeA,„ ACKNOWLEDGMENT CITY* OR COUNTY ** TOWNSHIP ** LOCAL GOVERNMENT ACKNOWLEDGMENT 1. THE CITY* MUST SIGN THIS APPLICATION IF THE GAMBLING PREMISES IS LOCATED WITHIN CITY LIMITS. 2. THE COUNTY ** AND TOWNSHIP ** MUST SIGN THIS APPLICATION IF THE GAMBLING PREMISES IS LOCATED WITHIN A TOWNSHIP. 3. FOR TOWNSHIPS THAT ARE UNORGANIZED OR UNINCORPORATED, THE COUNTY ** IS REQUIRED TO ATTACH A LETTER TO THIS APPLICATION INDICATING THE TOWNSHIPS STATUS. 4. THE LOCAL UNIT OF GOVERNMENT (CITY OR COUNTY) MUST PASS A RESOLUTION SPECIFICALLY APPROVING OR DENYING THIS APPLICATION. 5. A COPY OF THE LOCAL UNIT OF GOVERNMENT'S RESOLUTION APPROVING THIS APPLICATION MUST BE ATTACHED TO THIS APPLICATION. 6. IF THIS APPLICATION IS DENIED BY THE LOCAL UNIT OF GOVERNMENT, IT SHOULD NOT BE SUBMITTED TO THE GAMBLING CONTROL BOARD. TOWNSHIP: BY SIGNATURE BELOW, THE TOWNSHIP ACKNOWLEDGES THAT THE ORGANIZATION IS APPLYING FOR A PREMISES PERMIT WITHIN TOWNSHIP LIMITS. CITY OR COUNTY NAME TOWNSHIP NAME CHI o SIGNAURE OF PERSON APPLICATION SIGNATURE OF PERSON RECEIVING APPLICATION et LA 4:4 TITLE DATE RECEIVED E. DATE RECEIVED A (• I TITLE REFER TO THE CHECKLIST FOR REQUIRED ATTACHMENTS MAIL TO GAMBLING CONTROL BOARD 1711 W COUNTY RD B - SUITE 300 S ROSEVILLE, MN 55113 STATE OF MINNESOTA GAMBLING CONTROL BOARD PREMISES PERMIT RENEWAL APPLICATION LG214PPR PRINTED:01 /10/94 LICENSE NUMBER: 8-02228 -001 EFFECTIVE DATE: 05/01/92 EXPIRATION DATE: 04/30/94 NAME OF ORGANIZATION: Lions Eagan Club GAMBLING PREMISES INFORMATION NAME OF ESTABLISHMENT WHERE GAMBLING WILL BE CONDUCTED Cedarvale Lanes 3883 Beau D'Rue Dr Eagan 55122 COUNTY Dakota IS THE PREMISES LOCATED WITHIN THE CITY LIMITS ?: Y ;,ESSOR INFORMATION DOES YOUR ORGANIZATION OWN THIS SITE ?: No IF NO, LIST THE LESSOR: Cedarvale Bowl Inc 3883 Beau D'Rue Dr Eagan MN 55122 NAME OF PROPERTY OWNER (WHEN NOT LESSOR): DCRA Partnership SQUARE FEET PER MONTH: SQUARE FEET PER OCCASION: BINGO ACTIVITY BINGO IS CONDUCTED ON THIS PREMISES: No IF YES, REFER TO INSTRUCTIONS FOR REQUIRED ATTACHMENT 3101 Sibley Manorial Hwy Eagan MN 55121 Dakota County St Bank 750 S Plaza Dr Mendota Hgts MN 55120 GAMBLING BANK ACCOUNT NUMBER: 300111200 ON THE LINES PROVIDED BELOW LIST THE NAME, ADDRESS AND TITLE OF AT LEAST TWO PERSONS AUTHORIZED TO SIGN CHECKS AND MAKE DEPOSITS AND WITHDRAWALS FOR THE GAMBLING ACCOUNT. THE ORGANIZATION'S TREASURER MAY NOT HANDLE GAMBLING FUNDS. AMB�i, �7h�Y.4Q ge G.,E / # Q / 39 d 1-7,E,e■94 VIA/ ,4 ? 7 J / D'lrV 55/2Y D 4 S c'; i 4 j.1 2- 7;a4 s eR 60 AMOUNT PAID FOR RENT PER MONTH: 1000 0 AMOUNT PAID PER OCCASION: 0 STORAGE ADDRESS BANK INFORMATION FOR BOARD USE ONLY AMT PAID CHECK NO. DATE (BE SURE TO COMPLETE THE REVERSE SIDE OF THIS APPLICATION) THIS FORM WILL BE MADE AVAILABLE IN ALTERNATIVE FORMAT (I.E. LARGE PRINT, BRAILLE) UPON REQUEST GAMBLING PREMISES AUTHORIZATION I HEREBY GIVE CONSENT TO LOCAL LAW ENFORCEMENT OFFICERS, THE GAMBLING CONTROL BOARD, OR AGENTS OF THE BOARD, OR THE COMMISSIONER OF REVENUE OR PUBLIC SAFETY, OR AGENTS OF THE COMMISSIONERS, TO ENTER THE PREMISES TO ENFORCE THE LAW. BANK RECORDS INFORMATION THE GAMBLING CONTROL BOARD IS AUTHORIZED TO INSPECT THE BANK RECORDS OF THE GAMBLING ACCOUNT WHENEVER NECESSARY TO FULFILL REQUIREMENTS OF CURRENT GAMBLING RULES AND STATUTES. I DECLARE THAT: • I HAVE READ THIS APPLICATION AND ALL INFORMATION SUBMITTED TO THE GAMBLING CONTROL BOARD; • ALL INFORMATION IS TRUE, ACCURATE AND COMPLETE ;; • ALL OTHER REQUIRED INFORMATION HAS BEEN FULLY DISCLOSED; • I AM THE CHIEF EXECUTIVE OFFICER OF THE ORGANIZATION; • I ASSURE FULL RESPONSIBILITY FOR THE FAIR AND LAWFUL OPERATION OF ALL GAMBLING ACTIVITIES TO BE CONDUCTED; • I WILL FAMILIARIZE MYSELF WITH THE LAWS OF MINNESOTA GOVERNING LAWFUL GAMBLING AND RULES OF THE GAMBLING CONTROL BOARD AND AGREE, IF ISSUED A PREMISES PERMIT, TO ABIDE THOSE LAWS AND RULES, INCLUDING AMENDMENTS TO THEM; • ANY CHANGES IN APPLICATION INFORMATION WILL BE SUBMITTED TO THE GAMBLING CONTROL BOARD AND LOCAL UNIT OF GOVERNMENT WITHIN TEN DAYS OF THE CHANGE; • I UNDERSTAND THAT FAILURE TO PROVIDE REQUIRED INFORMATION OR PROVIDING FALSE OR MISLEADING INFORMATION MAY RESULT IN THE DENIAL OR REVOCATION OF THE PREMISES PERMIT. SIQNA OF CHIEF_EE� /IVL OFFICER LOCAL GOVERNMENT ACKNOWLEDGMENT 1. THE CITY* MUST SIGN THIS APPLICATION IF THE GAMBLING PREMISES IS LOCATED WITHIN CITY LIMITS. 2. THE COUNTY ** AND TOWNSHIP ** MUST SIGN THIS APPLICATION IF THE GAMBLING PREMISES IS LOCATED WITHIN A TOWNSHIP. 3. FOR TOWNSHIPS THAT ARE UNORGANIZED OR UNINCORPORATED, THE COUNTY ** IS REQUIRED TO ATTACH A LETTER TO THIS APPLICATION INDICATING THE TOWNSHIPS STATUS. 4. THE LOCAL UNIT OF GOVERNMENT (CITY OR COUNTY) MUST PASS A RESOLUTION SPECIFICALLY APPROVING OR DENYING THIS APPLICATION. 5. A COPY OF THE LOCAL UNIT OF GOVERNMENT'S RESOLUTION APPROVING THIS APPLICATION MUST BE ATTACHED TO THIS APPLICATION. 6. IF THIS APPLICATION IS DENIED BY THE LOCAL UNIT OF GOVERNMENT, IT SHOULD NOT BE SUBMITTED TO THE GAMBLING CONTROL BOARD. TOWNSHIP: BY SIGNATURE BELOW, THE TOWNSHIP ACKNOWLEDGES THAT THE ORGANIZATION IS APPLYING FOR A PREMISES PERMIT WITHIN TOWNSHIP LIMITS. CITY* OR COUNTY ** TOWNSHIP ** CITY OR COUNTY NAME I TOWNSHIP NAME C /T t e o 4 46A4/ SIGNATURE OF PERSON RECEIVING APPLICATION 1 SIGNATURE OF PERSON RECEIVING APPLICATION � Q o a. .2- -9/ TITL DATE RECEIVED ACKNOWLEDGMENT I TITLE DATE RECEIVED 4d , ,7 ;s 7 27,ue, ,4ss sta T REFER TO THE CHECKLIST FOR REQUIRED ATTACHMENTS MAIL TO GAMBLING CONTROL BOARD 1711 N COUNTY RD B - SUITB 300 S ROSEVILLE, MN 55113 DATE / - / c - 9� DATE CITY OF EAGAN ON SALE FEE 3830 PILOT KNOB ROAD OFF SALE FEE EAGAN, MINNESOTA 55122 TEMPORARY FEE $25.00 PLEASE PRINT APPLICANT Address Phone 612/828 -4033 TRADE NAME Cub Foods Address (City) Phone SUPERVALU Holdings, Inc. (Last) (First) 11840 Valley View Road Eden Pra �ln. 55344 1940 Cliff Lake Road (Street) Eagan, Mn. 55122 (State) 612/454 -4606 HEREBY APPLIES FOR NON - INTOXICATING LIQUOR LICENSE for the year Event: Not Applicable (for temporary license) (State) Birthdate Are you the actual proprietor? Yes (XI No ( ) APPUCATION FOR NON - INTOXICATING MALT UQUOR UCENSE (Middle) ONNER'S NAME SUPERVALU Holdings, Inc. Mailing Last) (First)? (Middle) Address P.O. Box 990 -I. Lindberg M iln. 55440 PP) (City) 612/828 -4033 Bl (rthdate) (ZIP) (ZIP) MANAGER'S NAME Bergstrom, Ga (Last) (First) Address 12798 84th Avenue North (Street) Maple Grove, Mn. 55364 (City) (State) (ap) Phone 612/420 -8424 BIrthdate 10/11/49 1994 ,from 2/27 / 27 to 12 / 94 . (month) (date) (month) (date) Location: 1940 Cliff Lake Road - Cub Foods (Address) STRONG BEER: Yes X No Applicants who have an on -sale wine license, and have 50% gross earnings from food, may sell strong beer without an additional license. Applicants who elect to sell strong beer must carry liquor liability Insurance. Are you the owner of the property of the business location? Yes ( ) No C O The ownership of this property w i l l be transferred from S INC. to SUP RVALU Holdings, Inc. in February 1994, as part of the Has any other license of this ind been granted to you? Yes No )Where merger. (City) Are any taxes, assessments or utility bills for the permises unpaid or deliquent? Yes ( ) No X X. If yes, give reason. During the past year, has a summons been Issued under the Uquor Civil Liability Law MS 304.A802? Yes ( ) No t(X. If yes, attach summary copy. Have you ever been convicted? Yes ( ) No XI City (Other than a traffic offense) Is this a joint ownership or silent partnership? Yes ( ) No (X). If yes, please attach a listing of complete names, dates of birth, addresses and telephone numbers fo everyone Involved. I HEREBY vER!FV THAT THERE HAS BEEN NO CHANGE IN OWNERSHIP OR MANAGERS IN THE PAST YEAR. (Year) THE LICENSEE HEREBY AGREES TO INDEMNIFY AND HOLD EAGAN HARMLESS FROM ANY AND ALL CLAIMS OR SUITS INCLUDING ATTORNEYS FEES AND OTHER DEFENSE COSTS, WHICH THE CITY OF EAGAN MAY INCUR BY REASON OF ANY ACTIVITIES ARISING FROM THE GRANTING OF THIS 3.2 BEER LICENSE. 1 (we) HEREBY AGREE TO OPERATE SUCH BUSINESS IN ACCORDANCE WITH THE LAWS OF MINNESOTA AND THE ORDINANCES OF THE CITY OF EAGAN. THE FOREGOING STATEMENTS ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. SUP VALU H ldin s, Inc. 1�- AUTHORIZED SIGNATURE by: a i a is rr ri s , ice President '? . I - 9 1 1 (First) (Full Middle) (Last) POLICE APPROVAL: YES () NO () SIGNED CITY COUNCIL APPROVAL: YES () NO () SIGNED FOR CiTY USE ONLY DATED DATED NEW RENEWAL TEMPORARY (Middle) DRAFT CON city of ¢a9an Report for Yankee Doodle Road (C.R. 28) Street and Storm Sewer Reconstruction City Project No. 638 Eagan, Minnesota February 1994 File No. 49528 Bonest Rosen* • AnderIIk & Associates Engineers It Arohlteots Bt. hut, Minnesota j[jj Bonestroo Rosene • vi Ander lik & Associates Engineers & Architects February 1, 1994 Honorable Mayor and City Council City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Otto G. Bonestroo. P.E. Robert W. Rosen. PE.* Joseph C. AnderIk. P.E. Marvin L. Sonata. PE. Richard E. Torun, P.E. Glenn R. Cook P.E. Thomas E. Noyes P.E. Robert G. Schunicht. P.E. Susan M. Ebedin. C.P.A. *Senior Consultant Re: Yankee Doodle Road (C.S.A.H. 28) Reconstruction Project No. 638 - File No. 49528 Dear Mayor and Council: Transmitted herewith is our report for Lexington Avenue and T.H. 149. Yours very truly, BON1 STRO , Mar A. Hanso MAH:lk Reviewed by: Dept. of Public Works Date: Howard A. Sanford. P.E. Keith A. Gordon. P.E. Robert R. Pfefere. PE. Richard W. Foster. P.E. David 0. Loskota. PE. Robert C. Russek. A.I.A. Jerry A. Bourdon. P.E. Mark A. Hanson. P.E. Michael T. Rautmann. P.E. Ted K. Field. P.E. Thomas R. Anderson. A.I.A Donald C. Burgardt. P.E. Thomas E. Angus. P.E. Ismael Martlnez. P.E. Yankee Doodle The proposed improvements, associated utility construction, and cost estimates are discussed and presented in this report. A preliminary assessment roll is also included. This amendment report revises the preliminary assessment roll as presented at the public hearings. We will be pleased to meet with the Council and other interested parties at a mutually convenient time to discuss this report. SENE, ANDERLIK & ASSOCIATES, INC. Reviewed by: Mark lA. Hanson Finance Director Date: 2335 West Highway 36 • St. Paul, MN 55113 • 612- 636 -4600 Michael P Rau. P.E. Philip J. Pyne. P.E. Agnes M. Ring. Thomas W. Peterson. P.E. Michael C. Lynch. P.E. James R. Maland. P.E. Jerry D. Pertzsch, P.E. Kenneth P. Anderson. PE. Mark R. Roils. PE. Mark A. Sep P.E. Gary W. Monet, P.E. Daniel J Edgerton. P.E. Man Rick Schmidt. P.E. Philip J. Caswell. P.E. Road (C.S.A.H. 28), between I hereby certify that this report was prepared by me or under my direct supervision and that 1 am a duly Registered Professional Engineer under the laws of the State of Minnesota. Date: February 1, 1994 Reg. No. 14260 Mark D. Wallis PE Mies B. Jensen. PE. L. PhMlip Gravel M. P.E. Karen L. Wiemeri. P.E. Gary D. Kristofitz, PE. F. Todd Foster, PE. Keith R. Yapp. PE. Douglas 1 Benoit. PE. Shawn D. Gustafson. PE. Cecilit, Olivier. PE. Charles A. Erickson Leo M. Pawelsky Harlan M. Olson James F. Engelhardt YANKEE DOODLE ROAD (C.SA.H. 28) RECONSTRUCTION EAGAN, MINNESOTA Project No. 638 TABLE OF CONTENTS TRANSMMITTAL LETTER 1 SCOPE 3 FEASIBILITY AND RECOMMENDATION 3 DISCUSSION 3 Street 3 Figure No. 1 5 Figure No. 2 6 Figure No. 3 7 Trails 8 Storm Sewer 8 Figure No. 4 10 Figure No. 5 11 Figure No. 6 12 Sanitary Sewer and Water 13 Figure No. 7 14 Figure No. 8 15 Figure No. 9 16 Cost Estimates 17 Right -of -Way and Easement 18 Area to be Included 18 Assessments 20 Figure No. 10 21 Revenue Sources 22 Project Schedule 23 Appendix A - Preliminary Assessment Roll 4952Mpt 2 SCOPE: This project provides for the reconstruction of Yankee Doodle Road (CSAH 28) from Lexington Avenue to approximately 700' east of T.H. 149 (Figure No. 1). The following items will be included in this project: a. Regrading, reconstruction, and partial realignment of CSAH 28. b. Construction of bituminous trails along Yankee Doodle Road on both the north and south sides. c. Construction of lateral and trunk storm sewers to convey storm water from the street surface and abutting areas. d. Reconstruction, adjustment, and extension of existing utilities. e. Installation of traffic signals at the T.H. 149 intersection and at the Soo Line Railroad crossing. The upgrading will provide a safer intersection with T.H. 149 and provide an improved east/west arterial for the City between two major roadways (Lexington Avenue and T.H. 149). FEASIBILITY AND RECOMMENDATION The project is feasible from an engineering standpoint and is in accordance with the Master Utility and Street Plans for the City of Eagan and Dakota County. The project as outlined herein will be administered by Dakota County. The City of Eagan will be required to enter into a cost sharing agreement with Dakota County similar to past improvements. DISCUSSION Street: The primary street improvement will be the widening and reconstruction of Yankee Doodle Road within the project limits. Presently, the street 300' east of the Lexington Avenue intersection is a two lane rural road. Yankee Doodle Road from Lexington Avenue to 300' east of Lexington Avenue was upgraded as part of the reconstruction of Lexington Avenue. However, it is proposed to also reconstruct this section of Yankee Doodle Road to relocate the low point of the street further east of the Lexington Avenue intersection. The specific improvements proposed for Yankee Doodle Road will involve the complete reconstruction including grading and storm sewer. The existing street section will be removed. The new street section will provide for new concrete curb and gutter. The design street width will be 86' which will provide for four driving lanes, shoulder safety lanes and an 18' wide center median. Right and left turn lanes to both north and south will be provided at the intersections with Golfview Drive, Wescott Hills Drive, and Mike Collins Drive. Right and left turn lanes to the south will be provided at Elrene Road and at a point approximately 1400' east of Elrene Road. Right and left turn lanes to the north will also be provided at a point one -half between Wescott Hills Drive and Mike Collins Drive, east of Wescott Trail. Typical sections are shown on Figure No. 2. As part of the reconstruction, traffic signals will be added at the intersection with T.H. 149. This will replace the existing stop signs on Yankee Doodle Road. In addition, crossing signals will be added at the crossing of Yankee Doodle Road with the Soo Line Railroad tracks in conjunction with the signals at T.H. 149. The proposed intersection with T.H. 149 is shown on Figure No. 3. 49528hpt 4 0 1000 2000 Scale in feet LOCATION PLAN IIE'SCOTT RO4D EAGAN, MINNESOTA FIGURE 1 YANKEE DOODLE ROAD (C.R. 28) CITY PROJECT No. 638 L: \49 \49528\49528R05.DWG FEBRUARY 1994 COMM. 49528 Bonestroo Rosene • Anderlik Associates ait lilli \ , I NNIS rap 1 L VE t94K RD LOVE OAK RD III _ 1 r ov ION Ca YANKE E LOC • ROAD ' RIO' t - Ilk I if 0 1000 2000 Scale in feet LOCATION PLAN IIE'SCOTT RO4D EAGAN, MINNESOTA FIGURE 1 YANKEE DOODLE ROAD (C.R. 28) CITY PROJECT No. 638 L: \49 \49528\49528R05.DWG FEBRUARY 1994 COMM. 49528 Bonestroo Rosene • Anderlik Associates ROW ROW \ic o o b\e 2.1 11°. ROW y vot e 2.1 MoX. 2' NMI 22' 10' 22' 10' 10' 49528R10.DWG 10' 75' 75' 8' BIT. WALK 14' D418 CURB BIT. WALK 18 CONC., RB & 3UTTER 65' 43' 12' D418 CONC., CURB & 3UTTE 12' CONC., & GU TYPICAL STREET WIDTHS ER 14' 12' EAGAN, MINNESOTA YANKEE DOODLE ROAD (C.R. 28) STA. 115 +00 to 128 +00 STA. 130 +30 to 165 +50 STA. 168 +50 to 176 +00 STA. 183 +50 to 193 +80 23' STA. 128 +50 to 130 +20 STA. 165 +60 to 167 +50 STA. 176 +50 to 182 +80 75' 75' 71' - 65' 49' 43' 11' FEBRUARY 1994 COMM. 49528 75' SOD MEDIAN BIT. WALK 23' --� 14' D418 CURB 43' FIGURE 2 65' . 75' 12' CONC., & GUTTER BIT. WALK 3" CONC. WALK LEFT AND RIGHT TURN LANES 22' 10' 10' SOD MEDIAN BIT. WALK RETAINING WALL 22' 6' 14' 12' 8' 10' 10' D418 ONC., CURB • GU 2' RsW ROW ROW oc ootAe M El Bones troo Rosene • Anderlik d Associates 4 Yankee oodle .Road 8' 12' 14' 11' 12'. 12' 14' I ! : ',.I F, ja • 1 '1 t • . 0 L . a • INTERSECTION LAYOUT 50' EAGAN, MINNESOTA FIGURE 3 YANKEE DOODLE ROAD(C.R. 28)/T.H. 149 CITY PROJECT No. 638 49528R11.DWG FEBRUARY 1994 COMM. 49528 VIM Bonestroo Rosene • Anderlik d Associates 14' 12' 12' 11' 14' 12' 8' Addition to Pond EP -2. A 48" storm sewer pipe will be extended from an existing manhole at Mike Collins Drive to a point east of Lot 24 of Gopher Eagan Industrial Park 2nd Addition. It will be constructed and stubbed immediately north of the new road surface until Gopher Eagan Industrial 2nd is developed or an alignment/cost sharing agreement can be reached by the owners. At that time, the proposed storm sewer can be extended to Pond EP -2 with the combination of raising the low point of Yankee Doodle Road and constructing additional trunk storm sewer, Yankee Doodle Road is not expected to flood at the low point. 49528/mc 9 r I 0 0 i 3NI1 HOELV) 1 "1 1 N •AQ MO V q 3NI1 HOIVIN to W O: O) to 3 Sanitary Sewer and Water: It is proposed to extend lateral sanitary sewer lines from the existing sanitary sewer to service Parcels 010 -25, 010 -02, 012 -23, and Outlot I of Gopher Eagan Industrial Park 2nd Addition to accommodate future development, as shown on Figure No.'s 7, 8, and 9. This construction will consist of connecting to an existing sanitary manhole and installing sanitary sewer pipe to the right -of -way near the undeveloped parcels to minimize possible future disturbance of newly constructed streets. Also, the existing sanitary sewer lines were televised to review its existing condition to determine if repair is needed. It was discovered that two sewer line repairs are needed. It is proposed that portions of these pipes be excavated and repaired. As part of water main improvements, water main is proposed to be extended to service Parcels 010 -53, 383 -04, and Outlots F, G, H, and I of Gopher Eagan Industrial Park 2nd Addition. This work will be done to minimize possible future disturbances of the new street and to accommodate future development of these parcels. It is also proposed that four new gate valves be installed on existing hydrant and water service lines. Water main improvements are also shown on Figures 7, 8, and 9. In addition to installation of new sewer and water mains, existing manhole structures and gate valves will be adjusted to meet new grades and existing hydrants will be relocated as required. 49528/rpt 13 3N l HOIVW W rt 0 mot,, ......• ... 3M1 HZ1VYV • d10 .91 —3— 93 W 0 E n m i I Z 3 C) 8 N 3 cr S G v g g to z 6 / f I 3NIl H31WY 0) w w 0 a m 3 1 Cost Estimates: The estimated cost for this project, which includes 10% for contingencies and 35% for indirect costs, is summarized below. Indirect costs include legal, engineering, administration, and construction interest. Easement acquisition costs are being performed by the County are not included since they are unknown at this time. Yankee Doodle Reconstruction $3,902,250 Traffic Signal - Yankee Doodle Road & T.H. 149 /Railway 225,000 Bituminous Trail 218,450 Storm Sewer Catch Basins & Leads 160,970 Trunk Storm Sewer Stub - Mike Collins Drive 50,640 All other within Yankee Doodle Road 155,925 Sanitary Sewer & Water Main Adjustments 22,550 Sanitary Sewer & Water Main Repairs 11,600 Sanitary Sewer Services 47,750 Water Main Services 26.450 $4,821,585 49528/rpt 17 Right -of -Way and Easement The project will require additional street right -of -way (ROW). In general, the existing ROW is 100' wide and the new ROW will be acquired to a width of 150'. In addition, temporary construction easements, permanent drainage and utility easements, and City street ROW will be acquired for the various facets of the project. The easement acquisition /negotiation process will be administered by Dakota County. At the time of this report, all the specific easement requirements for each parcel have not been determined by Dakota County. Area to be Included Listed below are the parcels proposed to be assessed which also abut the project: * S'h Section 11 Parcel 010 -51 Parcel 010 -52 Parcel 010-53 Eagan Industrial Park Parcel 383-04 Lot 24 Block 2 Eagan Industrial Park 5 Lot 1 Block 1 Gopher Eagan Industrial Park No. 2 Outlot I * S1/2 Section 12 Gopher Eagan Industrial Park No. 2 Outlot H Outlot G Outlot F Lot 1 Block 2 Gopher Eagan Industrial Park No. 2 Lot 2 Block 1 Lot 3 Block 1 49528/rpt 18 * N'/z Section 13 Gopher Eagan Industrial Park No. 1 Lot 16 Block 2 Lot 15 Block 2 Lot 14 Block 2 Parcel 012-26 * N' /z Section 14 Parcel 013-01 49528lrpt West Pub. 4th Outlot D Outlot C Wescott Square Lot 1, 2 Outlot G Wescott Hills 4th Lot 1 Block 1 Lot 2 Block 1 Lot 3 Block 1 Lot 4 Block 1 Lot 5 Block 1 Lot 6 Block 1 Lot 7 Block 1 Lot 8 Block 1 Lot 1 Block 2 Lot 2 Block 2 Parcel 010-02 Parcel 010 -25 Tomark 1st Addition Lot 1 Block 1 Lot 1 Block 2 Stuarts 2nd Addition Lot 1 Block 1 19 Assessments Assessments are proposed to be levied against the benefitted properties in accordance with assessment policies established in the City of Eagan. A preliminary assessment roll is included in Appendix A located at the back of this report. Assessments are separated into streets and sanitary sewer/water service. Street improvements are proposed to be assessed against benefitting properties. The commercial rate of $108.25 per assessable front foot and the multi -unit rate of $80.70 per assessable front foot was used to determine assessments for the properties on Yankee Doodle Road in accordance with the 1993 Fee Schedule for the City of Eagan. The affected properties with their front footage is shown on Figure No. 10. 49528/rpt 20 0 c A J 0 VI Mike Collins Drive u � 0 CD Co CO 0 0 0. (D 0 0 ^ Q l J 0 7 rr ' 0 1 g o g c c 8 g Z YJ Am Lexington Avenue • Goflview Drive r-- V 0 Wescott Hills Driv 0 0 0 C.R. 43 0 4 0 -Co 0 7 x cD 0 0 0. (o 0 0 0. 0 ie J w c o7 h T 0 0 0. N Co Revenue Sources: As previously indicated, the City of Eagan and Dakota County will enter into a cost sharing agreement for this project. A summary of City/County cost allocations is presented in the following tables: * State participation not finalized at the time of this report. 495281rpt 22 City of Eagan Dakota County Mn/DOT (Percentage) (Percentage) (Percentage) Yankee Doodle Road 45 55 Traffic Signal - Yankee Doodle/T.H. 149 Railway 25 25 *50 Bituminous Trails Yankee Doodle, North side 0 100 Yankee Doodle, South side 100 0 Storm Sewer: Catch basins & leads 45 55 Trunk storm sewer stub - Mike Collins Drive 100 0 All other w /in Yankee Doodle Road 100 0 Sanitary Sewer & Water Main Adjust. 45 55 Sanitary Sewer & Water Main Repairs 100 0 Sanitary Sewer Services 100 0 Right -of -way 45 55 City of Eagan Dakota Co. Mn/DOT Yankee Doodle Road $1,756,013 $2,146,237 $3,902,250 Traffic Signal - Yankee Doodle/T.H. 149 /Railway 56,250 56,250 * $112,500 225,000 Bituminous Trails Yankee Doodle, North side 0 109,225 109,225 Yankee Doodle, South side 109,225 0 109,225 Storm Sewer: Catch basins & leads 72,437 88,533 160,970 Trunk Storm sewer stub - Mike Collins Drive 50,640 0 50,640 All other w /in Yankee Doodle Road 155,925 0 155,925 Sanitary Sewer & Water Main Adjust. 10,148 12,402 22,550 Sanitary Sewer & Water Repairs 11,600 0 11,600 Sanitary Sewer Services 47,750 0 47,750 Water Main Services 26,450 0 26,450 Right -of -way 261.000 319.000 580.000 2,557,438 2,731,647 112,500 5,401,585 Revenues from the proposed street and utility service assessments are listed below: Yankee Doodle Road $1,548,783 Water Services 48,840 Sanitary Sewer Services 29.580 $ 1,627,203 Based on these assessments, a of $930,235 ($2,557,438 - $1,627,203) will be required from the major street and trail dedication fund to cover the remaining City of Eagan share for this project. Project Schedule Present Feasibility Report Public Hearing Approve Plans and Specifications Open Bids/Award Contract Complete Construction Assessment Hearing First Payment due with real estate taxes 49528/rpt 23 February 15, 1994 March 15, 1994 June, 1994 July, 1994 Summer/Fall, 1994 Spring, 1995 May, 1996 49528.appxa Appendix A Preliminary Assessment Roll Yankee Doodle Road (CSAH 28) Reconstruction Project No. 638 - File 49528 Street Assessments Parcel Assessable Footage Rate per FF Yankee Doodle Road Water Services Sanitary Services Total Assessment *S % Section 11 Parcel 010-51 770 $108.25 $83,352.50 $8,710.00 $ $92,062.50 Parcel 010-52 200 108.25 21,650.00 21,650.00 Parcel 010 -53 1320 108.25 142,890.00 M4,355.00 147,245.00 Eagan Industrial Park Parcel 383-04 626 108.25 67,764.50 0 )4,355.00 72,119.50 Lot 2A Block 2 (3) 225 108.25 24,356.25 (2) 2,670.00 27,026.25 Eagan Ind. Park No. 5 Lot 1 Block 1 996 108.25 107,817.00 107,817.00 Gopher Eagan Ind. Pk. No. 2 Outlot I 661 108.25 71,553.25 7,570.00 79,123.25 *S '/2 Section 12 Gopher Eagan Ind. Pk. No. 2 Outlot H 535 108.25 57,913.75 7,570.00 65,483.75 Outlot G 823 108.25 89,089.75 7,570.00 96,659.75 37,504.50 Outlot F 266 108.25 28,794.50 8,710.00 Lot 1 Block 2 808 108.25 87,466.00 87,466.00 29,877.00 36,372.00 Lot 2 Block 1 0) 276 108.25 29,877.00 Lot 3 Block 1 336 108.25 36,372.00 *N 34 Section 13 Gopher Eagan Ind. Pk. No. 1 Lot 14 Block 1 217 108.25 23,490.25 23,490.25 Lot 15 Block 1 200 108.25 21,650.00 21,650.00 Lot 16 Block 1 270 108.25 29,227.50 29,227.50 Parcel 012 -26 1070 108.25 115,827.50 14,630.00 130,457.50 West Publishing 4th Outlot D 400 108.25 43,300.00 43,300.00 Outlot C 975 108.25 105,543.75 105,543.75 49528.appxa Appendix A Preliminary Assessment Roll Yankee Doodle Road (CSAH 28) Reconstruction Project No. 638 - File 49528 (1) (2) (3) 49528appx.a Appendix A Preliminary Assessment Roll Yankee Doodle Road (CSAH 28) Reconstruction Project No. 638 - File 49528 Water Service Assessment divided equally between Parcels 010 -53 and 383 -04. Includes 150' Corner lot credit for sanitary service. Includes 75' corner lot credit. Street Assessments Parcel Assessable Footage Rate per FF Yankee Doodle Road Water Services Sanitary Services Total Assessment •N % Section 14 Parcel 013 -01 360 $80.7 $29,052.00 $ $ $29,052.00 Outlot G 375 80.7 30,262.50 30,262.50 Wescott Square Lot 1 Block 1 71 80.7 5,729.70 5,729.70 Lot 2 Block 2 (3) 33 80.7 2,663.10 2,663.10 Wescott Hills 4th Lot 1 Block 1 (3) 51 80.7 4,115.70 4,115.70 Lot 2 Block 1 146 80.7 11,782.20 11,782.20 Lot 3 Block 1 128 80.7 10,329.60 10,329.60 Lot 4 Block 1 115 80.7 9,280.50 9,280.50 Lot 5 Block 1 140 80.7 11,298.00 11,298.00 Lot 6 Block 1 140 80.7 11,298.00 11,298.00 Lot 7 Block 1 140 80.7 11,298.00 11,298.00 Lot 8 Block 1 (3) 65 80.7 5,245.50 5,24550 Lot 1 Block 2 (3 ) 46 80.7 3,712.20 3,712.20 Lot 2 Block 2 122 80.7 9,845.40 9,845.40 Parcel 010 -02 (3) 137 80.7 11,055.90 11,055.90 Parcel 010-25 0) 1217 408.25 131,740.25 12,280.00 144,020.25 Tomark 1st Addn. Lot 1 Block 1 (3) 280 80.7 22,596.00 22,596.00 Lot 1 Block 2 (3) 380 80.7 30,666.00 30,666.00 Stuarts 2nd Addn. 80.7 Lot Block 1 110 80.7 8,877.00 8,877.00 I TOTAL $ 1,548,783. $48,840.00 $29,580.00 $ 1,627,203.0 1 (1) (2) (3) 49528appx.a Appendix A Preliminary Assessment Roll Yankee Doodle Road (CSAH 28) Reconstruction Project No. 638 - File 49528 Water Service Assessment divided equally between Parcels 010 -53 and 383 -04. Includes 150' Corner lot credit for sanitary service. Includes 75' corner lot credit. Reconstruction of Cedarvale Drive City of Eagan Minnesota City Project No. 667 SEH No. A- EAGAN9406.00 February 1, 1994 Reconstruction of Cedarvale Drive City of Eagan Minnesota City Project No. 667 SEH No. A- EAGAN9406.00 February 1, 1994 Reconstruction of Cedarvale Drive for the City of Eagan Eagan Minnesota City Project No. 667 SEH No. A- EAGAN9406.00 February 1, 1994 I hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly Registered Engineer under the laws of the State of e • Short Elliott Hendrickson Inc. 3535 Vadnais Center Drive St. Paul, Minnesota 55110 (612) 490 -2000 ate: February 1, 1994 Reg. No. 9402 Reviewed by: Public Works Department Date Reviewed by: Finance Department Date February 1, 1994 Honorable Mayor and City Council City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55121 Attn: Thomas Colbert, Director of Public Works RE: Eagan, Minnesota Cedarvale Drive Reconstruction City Project No. 667 SEH No. A- EAGAN9406.00 Attached is our report for the reconstruction of Cedarvale Drive from Rahn Road southwesterly approximately 380 feet. This report discusses existing conditions, proposed improvements, estimated costs and proposed assessments. We will be pleased to meet with you at your convenience to discuss this report. Sincerel Leonard C. Newquis , P. E. nn Attachment Certification Page Letter of Transmittal Table of Contents Scope 1 Feasibility and Recommendations 2 Project Discussion 2 Existing Conditions 2 Proposed Improvements 3 Easements 3 Permits 4 Cost Estimates 4 Assessments 4 Revenue Source 4 Project Schedule 5 Appendix A Preliminary Cost Estimates Appendix B Preliminary Assessment Roll Appendix C Figure 1 - Figure 2 - Figure 3 - Figure 4 - Table of Contents List of Appendices Location Map Typical Section Proposed Improvements Assessed Properties, Cedarvale Office Park Page Cedarvale Drive Reconstruction A- EAGAN9406.00 City Of Eagan, Minnesota Page i February 1, 1994 Reconstruction of Cedarvale Drive Eagan, Minnesota Scope Cedarvale Drive is located in the Northeast Quarter, Section 19, Township 27, Range 23 and extends from Rahn Road southwesterly 380 feet where it terminates in the northerly parking lot of Cedarvale Shopping Center. The location of this project is shown on Figure No. 1 The City of Eagan received four petitions for this work. All petitions requested the following: 1. Street improvements to Cedarvale Drive from Rahn Road to the southwest. 2. Estimated costs of: a. Adding curbs along the Cedarvale Professional Building side of Cedarvale Drive and parking lots. b. Resurfacing the parking lots at Cedarvale Professional Buildings at the same time that Cedarvale Drive is resurfaced. This report covers the improvements to Cedarvale Drive and includes estimated costs and assessment to benefitted properties. Estimated costs to improvements on private property are not induded in this report. Cedarvale Drive serves properties on both the southerly and northerly sides of the street as well as the Cedarvale Shopping Cedarvale Drive Reconstruction A - EAGAN9406.00 City of Eagan, Minnesota Page 1 Center. This public roadway is one of the entrances to the Cedarvale Shopping Center. Feasibility and Recommendations The project is feasible from an engineering standpoint. We recommend that if this project proceeds to the construction phase, that it be combined to other City improvement projects if possible. Project Discussion As stated previously, this report proposes the reconstruction of Cedarvale Drive from Rohn Road southwesterly approximately 380 feet. Existing Conditions Cedarvale Drive is a bituminous surfaced roadway ranging in width from 18 feet to 24 feet. Randomly placed timber curbing exists on the southerly side of the roadway and is located adjacent to approximately 2 feet away from the edge of the bituminous surface. Concrete curb exists on the northerly side of the roadway for approximately 30 feet between a parking lot driveway entrance and the exit drive from the abandoned driveup banking teller facility. The bituminous surface is in fair to poor condition. The bituminous mat has transverse and longitudinal cracks. The rounded corners at the mat surface indicate that the cracks have been in existence for a long time. Secondary cracking adjacent to the wider cracks indicate surface water infiltration that has weakened the subbase causing further roadway deterioration. Extensive roadway failure has taken place at the entrance to the parking lot that is located on the southerly side of Cedarvale Drive and adjacent to Rahn Road. Storm water ponding is the cause of this roadway failure. There are no storm sewer facilities located within or near the Cedarvale Drive right -of -way. The roadway surface slopes downward in a southwesterly direction and the adjacent ground surface slopes downward in a northwesterly direction transporting the storm water across private property toward the drainage ditch adjacent to Cedarvale Boulevard. Field surveys show that Cedarvale Drive has a flat grade from Rahn Road to a point approximately 180 feet southwesterly of Rahn Road and a 0.50% grade down to the Cedarvale Shopping Center parking lot. The condition of Cedarvale Drive near Rahn Road reflects the poor drainage condition that causes storm water ponding. Cedarvale Drive Reconstruction A- EAGAN9406.00 City of Eagan, Minnesota Page 2 The existing right -of -way of Cedarvale Drive is 24 feet wide for its entire length. There are no public utilities located with the Cedarvale Drive right -of -way. Pine trees line the roadway giving the roadway a pleasing aesthetic quality. Proposed Improvements The proposal is to reconstruct Cedarvale Drive for its entire 380 foot length. The reconstruction provides the opportunity to set roadway grades to improve surface storm water drainage. Concrete curb and gutter (B -618) is proposed to be installed on both sides of the roadway. There are no public utilities, sanitary sewer or water main proposed to be installed within the road right -of -way as all adjacent properties are presently served by these facilities. The roadway width proposed is 22 feet which gives a 1 -foot boulevard between the face of curb and property line. The roadway section proposed is 3 inches of bituminous and 6.5 inches of Class 5 aggregate base. The roadway section is a 20 -year, l0 -ton design based on an estimated present ADT of 600 and an estimated R -value of 20 for the underlying soil. The roadway section is shown on Figure No. 2. The roadway centerline grade is proposed to be constructed with a high point located approximately 180 feet southwesterly of Rahn Road. The roadway at its westerly end will match the elevations of the Cedarvale Shopping Center parking lot. A swale is proposed to cross the roadway approximately 30 feet westerly of Rahn Road that will discharge storm water into an existing drainage swale adjacent to Rahn Road. A 3-foot wide concrete valley gutter is proposed to be constructed at the westerly gutter of Rohn Road to convey storm water across the Cedarvale Drive intersection. The roadway grades as proposed will reduce the amount of storm water discharged into the Cedarvale Shopping Center parking lot and improve drainage on that portion of Cedarvale Drive adjacent to Rahn Road where ponding now takes place. Restoration proposed adjacent to Cedarvale Drive is topsoil and sod on the northerly side of the road and placement of river rock similar to the rock that exists on the southerly side. The proposed improvements are shown on Figure No. 3. Easements Two triangular - shaped permanent easements (12 feet by 5 feet) will be required; one on the northerly side and one on the southerly side of Cedarvale Drive at the intersection of Rahn Road. Also, Cedarvale Drive Reconstruction A- EAGAN9406.00 City of Eagan, Minnesota Page 3 permanent easement is needed approximately 5 feet by 100 feet for drainage near Rahn Road. In addition, 10 -foot wide temporary easements for grading purposes are needed adjacent to the road right -of -way over the properties both to the north and south of the roadway. Permits There are no known permits needed for this project. Cost Estimates A detailed cost estimate is located in Appendix A of this report. The cost for reconstruction of Cedarvale Drive as detailed previously in this report is estimated to be $43,500.00. The estimated project cost includes contingencies and indirect costs. Indirect costs are estimated at 45% and include legal, engineering and administrative costs. Assessments Assessments will be based on final construction costs plus related indirect expenses, estimated to be 45% of the construction cost and all costs associated with easement and right -of -way acquisition. The assessments will be spread over a fifteen (15) year period with the interest rate determined by the results of the bond sale. There are three property areas that benefit from this improvement: the Cedarvale Shopping Center, and both property groups located on the northerly and southerly sides of Cedarvale Drive. This report recommends that each of the property groups participate equally in the cost of this project, one -third each. The Cedarvale Office Park located southerly of Cedarvale Drive is made up of parcels containing buildings, open space and parking lots. This report recommends that the Cedarvale Office Park parcels with buildings be the only parcels in the Park to be assessed. There are six parcels with buildings in the Cedarvale Office Park. The assessment to the parcels in the Office Park is based on the number of buildings on the parcel and one -sixth of the Cedarvale Office Park assessment. The assessed parcels in the Cedarvale Office Park are shown on Figure No. 4. Revenue Source All of the costs for this improvement are proposed to be assessed in accordance with current City policy. Cedarvale Drive Reconstruction A- EAGAN9406.00 City of Eagan, Minnesota Page 4 Project Schedule Public Information Meeting February 7, 1994 Present Report to Council February 15, 1994 Hearing March 15, 1994 Approve Plans and Specifications April 19, 1994 Award Construction Contract May 17, 1994 Begin Construction June 20, 1994 Complete Construction September 30, 1994 Assessment Hearing October, 1994 Cedarvale Drive Reconstruction A- EAGAN9406.00 City of Eagan, Minnesota Page 5 Appendix A Preliminary Cost Estimates Cedarvale Drive City Project 667 Description Unit Est. Qty. Unit price Amount Mobilization L.S. 1 $1,200.00 $ 1,300.00 Remove Concrete Curb L.F. 130 4.00 520.00 Clear and Grub Trees Each 1 300.00 300.00 Common Excavation C.Y. 860 7.00 6,020.00 Aggregate Base, Class 5 Ton 390 8.00 3,120.00 Type 41 Wearing Course Ton 170 30.00 5,100.00 Tack Coat Gal. 30 2.50 75.00 Concrete Curb & Gutter (Design B-618) L.F. 800 7.50 6,000.00 Concrete Curb & Gutter (Design B-6) L.F. 50 8.00 400.00 3' Concrete Valley Gutter L.F. 60 15.00 900.00 4" Concrete Sidewalk S.F. 40 3.00 120.00 River Rock Ton 120 10.00 1,200.00 Topsoil C.Y. 70 11.00 770.00 Sod S.Y. 375 4.00 1,500.00 Subtotal $27,325.00 10% Contingencies 2,733.00 Estimated Construction Cost $30,058.00 45% Legal, Administrative, Engineering and Bond Interest 13,442.00 TOTAL ESTIMATED COST $43,500.00 Preliminary Cost Estimates Project No. 667 Cedarvale Drive Reconstruction Cedarvale Drive Reconstruction City of Eagan, Minnesota A- EAGAN9406.00 Page 1 Appendix B Preliminary Assessment Roll Cedarvale Drive City Project 667 Preliminary Assessment Roll Project No. 667 Cedarvale Drive Reconstruction Property I. D. No. Amount 10- 01900- 051 -06 $14,500 10- 01900- 101 -06 14,500 10- 01900- 073 -06 and 10- 01900- 072 -06 4,834 10- 01900- 031 -01 . 2,417 10- 10900- 122 -01 2,417 10- 01900- 123 -01 2,416 10- 01900- 081 -01 2,416 Total Amount $43,500 Cedarvale Drive Reconstruction A- EAGAN9406.00 City of Eagan, Minnesota Page 1 Appendix C Figures Cedarvale Drive City Project 667 ilT' T•11 DIFFIEY PROJECT LOCATION LA . MONTEREY PROJ. NO. 667 FILE NO. A -EAGAN 9406.00 CEDARVALE DRIVE EAGAN, MINNESOTA LOCATION MAP FIGURE NO. 1 N N 0 ots U ab 1 > w 0 UJ cc_ cc cc w O cc U PROJ. NO. 667 .= SEN CEDARVALE DRIVE EAGAN, MINNESOTA TYPICAL SECTION FILE NO. A -EAGAN 9406.00 FIGURE NO. 2 EXISTING SWALE RAHN ROAD 22' H CEDARVALE PARKING LOT 1 1 1 VALLEY GUTTER PERMANENT EASEMENTS LEGEND DRAINAGE DIRECTION PROJ. NO. 667 c'5EN CEDARVALE DRIVE EAGAN, MINNESOTA PROPOSED IMPROVEMENTS FILE NO. A -EAGAN 9406.00 FIGURE NO. 3 LEGEND EXISTING BUILDINGS ON CEDARVALE OFFICE PARK. 000 PARCELS PROPOSED TO BE ASSESSED. PROJ. NO. 667 CEDARVALE DRIVE EAGAN, MINNESOTA ASSESSABLE PROPERTIES CEDARVALE OFFICE PARK FILE NO. A -EAGAN 9406.00 FIGURE NO. 4