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HomeMy WebLinkAbout1992 02-24 City Council PacketAGENDA MAPLEWOOD CITY COUNCIL 7 :00 P.M., Monday, February 24, 1992 Council Chambers, Municipal Building Meeting No. 92 -04 A. CALL TO ORDER B. PLEDGE OF ALLEGIANCE C. ROLL CALL Be. APPROVAL OF MINUTES 1. , Council /Manager Meeting February 3, 1992 2, Meeting No. 92 -04 (February 10, 1992) E. APPROVAL OF AGENDA F. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and w i l l be enacted by one motion. There w i l l be no separate discussion on these items, If a member of the City Council wishes to discuss an i tem, that item w i l l be removed from the Consent Agenda and will be considered separately. 1. Approval of Claims 20 Planning Commission's Annual Report 3. Proclamation: Volunteers of America Week - March 1 -8, 1992 40 1992 Pay Rates - Temporary & Part -Time Employees (Non- Union) 5. Conditional Use Permit Review: Kennard St. (Korridor Capital Investments, Inc. -) -- 6. Acquisition of Tax - Forfeit Property G. PUBLIC HEARINGS 1. 7 :00 P.M., Code Change: Car Washes and Maintenance Garages (1st Reading) 2. 7:20 P.M., House Moving: 2375 Minnehaha - Vietoris 3, 7:40 P.M., Conditional Use Permit Revision: Gervais Ave (Cottages of Maplewood West) 4. 8:00 P.M., Highwood- McKnight Outlet: Project 90 -10 (4 Votes) H. AWARD OF BIDS 1. Public Safety - Patrol Vehicles._ I .UNFINISHED BUSINESS NONE J. NEW BUSINESS 1. 2194 Van Dyke (Launderville), Conditional Use Permit Review Home Occupation Permit Review 2. Building Relocation Ordinance (1st Reading) 3. Larpenteur.Ave. - 35E - Edgerton: Project 86 -27 4. District 22 Sanitary Sewer - Project 91 -10 K. VISITOR PRESENTATIONS L. COUNCIL PRESENTATIONS 1. 2. 3. 4. M. ADMINISTRATIVE PRESENTATIONS 1. 2. 3. N. ADJOURNMENT COUNCIL/MANAGER MEETING OF THE CITY COUNCIL OF THE CITY OF MAPLEWOOD 4:30 p.m., Monday, February 3, 1992 Maplewood Room, City Hall MINUTES A. CALL TO ORDER The Council /Manager meeting of the Maplewood City Council was held in the Maplewood Room, City Hall. The meeting was called to order by Acting Mayor Carlson at 4:30 p.m. B. ROLL CALL Mayor Gary Bastian Councilperson Dale Carlson Councilperson Fran Juker Councilperson George Rossbach Councilperson Joseph Zappa Present (Arrived at 5:30 p.m.) Present Present Present Present Others Present: City Manager Michael McGuire Assistant City Manager Gretchen Maglich Community Development Director .Geoff Olson C. APPROVAL OF AGENDA The following items were added to the agenda: D. OLD BUSINESS 5. NSP Tree Trimming Update 6. Conference 7. Maplewood Library 8. July 4th /Maplewood Mall 9. Future Topics 1 F. FUTURE TOPICS 2. Update on City Manager's 91 -92 objectives Councilmember Zappa moved that the a ends be approved as amended. The motion was seconded by Councilmember Rossbach and was approved. Ayes: Carlson, Juker, Rossbach, and Zappa Absent: Bastian OLD BUSINESS 1. older -Adult Home -Share Program Mr Tim Hammond, Lutheran Social Services, made a presentation about the Older -Adult Home -Share Program administered b Lutheran SocialY Services. Following some discussion, it was the consensus of the City Council to address future funding of the program at budget time. Community Development Director Olson left the meeting at 5:10 p.m. 2. Organized Collection /Recycling Mayor Bastian arrived at the meeting at 5:30 p.m. Assistant City Manager Maglich introduced the topic of organized collection. Following some discussion, Councilmember Rossbach moved that the subject of organized collection be laced on an agenda of the r gular City Council meeting for more discussion about publicizing he intent to organize the City's garbage collection. The motion was seconded by Councilmember Carlson and was unanimously approved,roved. Ayes: Bastian, Carlson, Juker, Rossbach, and Zappa Councilmember Carlson presented information about recycling: current markets, source reduction, and roducts made from recycled materials. ItPY was the consensus of the Council that a Council /Manager meeting in July will be dedicated to recycling, and representatives from Ramsey County, Gopher, and NSP will be invited to present information about profitability, costs, the environment, and markets. 2 3. Fire Fighters' Relief Association Update City Manager McGuire presented an update on the status of the cities' Maplewood, Oakdale, and Landfall) negotiations with the Fire Fighters' Relief Association. 4. Water Contract Negotiations Update City Manager McGuire stated that the new Board of the St. Paul Water Utility has been appointed, and their first meetin g has been scheduled for mid- February. One of their first items to evaluate will be the proposed wholesale contract with Maplewood. 5. NSP Tree Trimming Update Councilmember Zappa reported that he met with NSP representatives regarding the City's proposed tree trimmingn ordinance, and NSP representatives have requested 90 days to meet with City staff to develop standards which address the City's concerns. 6. Conference /Retreat Councilmember Juker presented her thoughts about the Council /staff retreat conducted at Riverwood last week. After some discussion, it was the consensus of the Council that individual Councilmembers would record their comments about the retreat and the facilitator, and then submit them to the City Manager. 7. Maplewood Library Councilmember Carlson reported that the Ramsey County Library Board would like to meet with the City Council. It was the consensus of the Council that this meeting should be scheduled. 8. July 4th Celebration /Maplewood Mall City Manager McGuire presented the Maplewood Mall's proposal to host the City's July 4th fireworks display. Following some discussion, it was the consensus of the Council to place this item on the next regular City Council meeting for consideration and official action. 9. Future Topics The City Manager asked the Council for any items they would like placed on future Council /Manager meetings. 3 E. OTHER BUSINESS There were no additional items discussed. F. FUTURE TOPICS 1. Take Home Car Policy 2. Update on City Manager's 91 -92 Objectives G. ADJOURNMENT The meeting was adjourned at 6:56 p.m. G11 MINUTES OF MAPLEWOO.D CITY.COUNCIL 7:00 P.M., Monday, February 10, 1992 Council Chambers, Municipal Buildin g Meeting No 92 -03 A. CALL TO ORDER A regular meeting of the City Council of Mai l ewood Minnesota •a.was held n the CouncilChamers, Municipal Building, and was calle to order at 7:00 P.M. by Mor Bastian. Be. PLEDGE .4F ALLEGIANCE C. ROLL CALL Gary W. Bastian, Mayor PresentDaleH. Carlson, Councilmember Present Frances L. Juke *, Councilmember Present George. F. Rossbach, Councilmember Present Joseph A. Zappa, Councilmember Absent D. APPROVAL OF MINUTES 1. Meeting No. 92 -02 (January 27, 1992) Mayor Bastian moved to aDDrove the minutes of Meeting No. 92 -02 (January 27 1992) as presented. Seconded by Councilmember Rossbach Ayes - all E. APPROVAL OF AGENDA Mayor Bastian moved to aDDrove the _Agenda as amended. L -1. Consolidation Commission L -2. Relief Association L -3. In Your Interest L -4. Council Review of Applicants Seconded by Councilmember Rossbach Ayes - all F. CONSENT AGENDA Councilmember Carlson moved seconded b Ma or Bastian• - alltio._..._.,__. a m____ a esy ..0 aDDrove the consent aqenda items F -1 through F-1 as recommended. 19 Approval of a ms ----------------------- - - - - -- - Approved the following claims: ACCOUNTS PAYABLE: $ .229 159.977.87 a 389 PAYROLL: $ 198 12,042.98 210 599,458.30 Checks #25194 - #25272 Dated 1 -16 -92 thru 1 -31 -92 Checks #16093 - #16227 Dated 2 -10 -92 Total per attached voucher /check register Payroll Checks #25045 thru #2521n Dated 1 -31 -92 Payroll Deductions Checks #2511 thru #25228 dated 1 -31 -92 Total Payroll GRAND TOTAL 1 2 -10 -92 2. Carryover of 1991 Appropriations to 1992 Approved carryover of the following 1991 Budget amounts to the 1992 Budget Department Amount Account Number For City Manager's 2 101 - 102 -4480 Comparable worth time spent profiles 3 101 -119 -4480 M.A.M.A. pay equity study update 19000 101 - 119 -4640 Artwork for conference rooms 1 101 -504 -4410 Painting and floor maintenance at Public Works Building that is being done in January and February (was a 1991 project) Emergency Mgmt.1 101- 112 -4430 Maintenance of radio control equipment on outdoor warning siren s Finance 2 101 -201 4630 Computer software for annual financial report and project management 1 101- 202 -4630 Payroll software modification and chairs City Clerk 9 101 - 304 -4430 Maintenance contract for election machines Parks & Recreation 945 101 - 602 -4290 Balance of funds from contribution by Lions Club for Maplewood Flower Gardens 235 101 - 604 -4290 Balance of funds from the Howe Memorial for projects at the Maplewood Nature Center Community Development 820 101 - 702 -4490 Planning consultant fees to update comprehensive plan 23,430 General Fund Total Data Processing 22,305 703- 118 -4430 Maintenance of new software and hardware Capital Improvemt.8,470 405- 000 -4630 Remaining funds from construction and furnishing of new addition. Funds to be used for upgrades to heating and A/C systems, office furniture for training room, artwork for common areas. 1 405- 345 -4720 Funds remaining in CIP for Nature Center parking which are requested to be used for the parking lot at the Nature Center /Prairie Area. Up until thi time, the street _ that will be leading to the proposed parking lot at the prairie has not been completed. 132,345 Total For Other Funds 55,775 Grant Total 3. Budget Adjustment - 2050 White Bear Avenue Authorized adjustments to the appropriate accounts in the 1992 Budget to reflect an increase in revenues of $55,780 and an increase in expenditures of $40,000 associated with the property at 2050 White Bear Avenue. 4. Budget Transfer: Engineering Authorized the transfer of $26,600 of the Public Works Department 1991 excess revenue to the Engineering Department 1991 Budget (101- 503- 000 -4011) to cover overtime wage expenditures for Project 90 -07. t:= 41 2 2 -10 -92 5. 1991 Community Design Review Board Annual Report Accepted the 1991 Community Design Review Board Annual Report which includes information on Board activity and member attendance. 5. Budget Adjustment: Recycling Costs Approved a 1991 Budget adjustment increasing recycling revenues and the Fees for Service expense account (101 -704 -4480) by $14,600. 70 -Budget Adjustment: Police Squad Car Authorized transfer of $10,000 from the Contingency Account to purchase agyP police patrol vehicle which was totaled out when struck by a stolen vehicle in July of 1991. G. PUBLIC HEARINGS 10 7 :OO.P.M. (7:05 P.M.), Tax Increment Financing Plan a. Mayor Bastian convened the meeting for a public hearing regarding the City's Tax Increment Financing Plan. b. Manager McGuire presented the staff report. c. Director of Community Development Olson presented the specifics of the report. d. Mayor Bastian opened the public hearing, calling for ro onents orPP opponents. No one appeared. e. Mayor Bastian closed the public hearing. f. Counci 1 member Rossbach introduced the following Resolution and moved its adoption: 91 - 02 - 15 APPROVING THE MODIFIED TAX INCREMENT FINANCING PLAN RELATING TO HOUSING DISTRICT N0, 1 -4 WHEREAS: A. The City of Maplewood (the "City ") has heretofore created Housing District No. 1 -4 within Development District No. 1 and it has been proposed that the City adopt a Modified Tax Increment Financing Plan with respect to Housing District No. 1 -4 within Development District No. 1 under the provisions of Minnesota Statutes, Sections 469.124 to 469.134 and 469.174 to 469.179 (collectively the "Act ")* B. The City Council has investigated the facts and has caused to be prepared a Modified Tax Increment Financing Plan for Housing District No. 1 -4; and 3 2 -10 -92 C. The City has Performed all actions required by law to be performed. prior to the proposed Modified Tax Increment Financing Plan relating to Housing District No. 1 -4, including, but not limited to, not i f i cation of 1Ramsey County, Independent School District No. 622 and Special Intermediate School District No. 916 having taxing jurisdiction over the property included in Housing District 1 -4, and the holding of a public hearing upon published and mailed notice as required by law. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Maplewood as follows: 1.0 Modified Tax , Increment Financing Plan_ The Modified Tax Increment Financing Plan for Housing District No. 1 -4, a copy of which is on f i l e in the office of the Clerk, is adopted as the Tax Increment Financing Plan for Housing District No. 1 -4. a. Housing District No. -4 when established was established as a housing district as defined in Minnesota Statutes, Section 469.114, subd. 11, the specific basis for such determination being that the multifamily senior rental housing development to be undertaken by The Cottages of Maplewood West Limited Partnership consists of a project, or a portion of a project, intended for occupancy, in part, by persons or families of low and moderate income, as defined in Chapter 462A, Title II of the National Housing Act of 1934, the National Housing Act of 1959, the ,United States Housing Act of 1937, as amended, Title V of the Housing Act of 1949, as amended, any other similar present or future federal, state, or municipal legislation, or the regulations promulgated under any of those acts. b. The proposed redevelopment in the opinion of the City Council, would not occur solely through private investment within the reasonably foreseeable future and therefore the use of tax increment financing is deemed necessary. The reasons supporting this finding are that: The Cottages of Maplewood West Limited Partnership has represented to the City that they would not undertake the project in Maplewood without the City's use of tax increment financing. Private investment will not finance these development activities because of prohibitive costs. It is necessary to finance these development activities through the use of tax increment financing so that other development by private enterprise will occur within Development District No. 1. c. The Modified Tax Increment Financing Plan for Housing District No. 1 -4 conforms to the general plan for development or redevelopment of the City of Maplewood as a whole. The reasons supporting this finding are that. i) Housing District No. 1 -4 is properly zoned; and CI 4 2 -10 -92 ii) The Modified Tax Increment Financing Plan will generally compliment and serve to implement policies adopted in the City's comprehensive plan. d, The Modified Tax Increment Financing Plan_ will afford maximum opportunity and consistent with the sound needs of the City of Maplewood as a whole, for the or redevelopment of Development District No.. 1 by private enterprise. The reasons supporting this.finding are that: The development activities are necessary so that development and redevelopment by private enterprise can occur within Development District No. 1. 2. P b1i.c,Purpose. The Modified Tax Increment Financing Plan for Housing Di stri ct No. 1 0=4 - conforms i n al l respects to the requi rements of the Act and will help fulfill a need to develop an area of the City which is already built up to provide employment opportunities to improve the tax base, and to improve the general economy of the State and thereby serves a public purpose. 3. Fi 1 ng_ The City Clerk is further authorized and directed to file a copy of the Modified Tax Increment Financing Plan for Housing District No. 1 -4 with the Commissioner of Revenue. Seconded by Counci lmember Juker H. AWARD of BIDS NONE I. UNFINISHED BUSINESS NONE J. NEW BUSINESS 1. 1992 Community Development Block Grant Ayes - all a. Manager McGuire presented the staff report. b. Director of Community Development Olson presented the specifics of the report. c. Mayor Bastian asked if anyone wished to speak before the Council regarding this matter. No one appeared. d. Mayor Bastian introduced the following Resolution and moved its adopt. io= 5 2 -10 -92 92 -02 -i6 AUTHORIZING APPLICATION FOR RANSEY COUNTY COMMUNITY DEVELOPMENT BLOCK GRANT FUNDS WHEREAS, this development is known as the Cottages of Maplewood West and is located on a site along the north side of Gervais Avenue, west of White Bear Avenue. WHEREAS, this project has been approved by the city and is consistent with the Maplewood Comprehensive Plan, WHEREAS, Maplewood wishes to help meet the housing needs of low and moderate income senior citizens WHEREAS, Maplewood has approved tax - increment and tax- exempt financing to .reduce the rents of this project for low and moderate income senior citizens. WHEREAS, the City would use a Community Development Block Grant to reduce the tax - increment financing for this project. WHEREAS, reducing tax - increment financing would benefit Ramsey County and the City. WHEREAS, the County approved a similar grant for the Village on Woodlynn senior project (previously known as the Cottages of Maplewood). NOW, THEREFORE, BE IT RESOLVED that the Maplewood City Council requests that Ramsey County approve a Community Development Block Grant for the Cottages of Maplewood West. Seconded by Councilmember Carlson Ayes - all 29 I -494 - Courtly Road Interchange a. Manager McGuire presented the staff report. b. Director of Public Works Haider presented the specifics of the report. c. Mayor Bastian asked if anyone wished to speak before the Council regarding this matter. The following were heard: Abbey Grundfeld, Woodbury resident, 2486 C Cobblehill Alcove Mrs. Whitacre, 751 So, Century David Heim, 815 So. Century d. Councilmember Rossbach moved to direct staff to draft a letter indicating all the adverse effects for Maplewood if the 494 interchange is constructed (drainage, wetland, safety i ssues, traffic)_,. Seconded by Councilmember Carlson Ayes - all 6 2 -10 -92 fi G. PUBLIC HEARINGS (ContJ 20 7:15 P.N. (7 :57 P.N.), Chemlawn Building (1167 Highway 36) Variances Outside Storage Plan Revisions a. Mayor Bastian convened the meeting for a public hearing regarding the Chemlawn Building at 1167 Highway 36. b.. Manager McGuire presented the staff report. c. Director of Community Development Olson presented the specifics of the report. d. Mayor Bastian opened the public hearing, calling for proponents or Opponents. The following persons were heard: Dan Werner, Chemlawn Richard Goebel, Second Harvest, St. Paul Food Bank, 1140 Gervais e. Mayor Bastian closed the public hearing. f. Councilmember Rossbach introduced the following Resolution and moved its adoption: 92 02 - 17 VARIANCE RESOLUTION WHEREAS, Chemlawn Services Corporation applied for a variance from the zoning ordinance at 1667 East Highway 36. The legal description is: Subject to STH 36 -118 and ST-H--- -61 - 1 the -- - W - 180 ft. - o - E -- - - ft. of Blk 21, Clifton Addition, Ramsey County, MN, WHEREAS, Section 36- 26(c)(5)(b) of the Maplewood Code of Ordinances requires that .parking lots have a five -foot setback from adjacent properties. WHEREAS, the applicant is proposing that their parking lot go up to their east, west and north property lines. WHEREAS, this requires a variance of five feet. WHEREAS, the history of t h i s variance is as follows: 1. This variance was reviewed by the Community Design Review Board on January 14, 1992. They recommended that the City Council approve the variance. 2. The City Council held a public hearing on February 10, 1992. City staff published a notice in the Maplewood Review and sent notices to the surrounding property owners as required by law. The Council gave everyone at the hearing an opportunity to speak and present written statements. The Council also considered reports and recommendations from the City staff and Planning Commission. 7 2 -10 -92 NOW, THEREFORE, BE IT RESOLVED that the City Council approve the above- described variance for the following reasons 1. Strict enforcement would cause undue hardship because of circumstances unique to the property under consideration, since: a. Chemlawn's parking lot abuts another.parking lot on the west, a truck loading area on the north and the rear of a commercial building on the east b. The variances are needed for more parking. 2. The variance would be in keeping with the spirit and intent of the ordinance, since: a. Most of the rear parking lot is not visible - from the street. b. The fence would prevent encroachment of vehicles onto adjacent property. Seconded by Councilmember Carlson Ayes - all Outside Storage: g. Councilmember Rossbach moved to approve the outside storage area on the east side of the building. subject to screening t h i s area , on the east and south with plastic slats, These. slats must be a color that matches, the building, unless staff approves a different ,color. Seconded by Councilmember Carlson Ayes - all Plan Revd s ions . h. Councilmember Rossbach moved approval of the ,plan nevi si ons for. Cheml awn Service Corporation's siteteand Dl ans_as. submitted.. subject to Cheml awn doing the following wi,to ne month of paving the lot or installing the fence: 1 . The gate along the rear lot l i n e should be locked at all times. 2. Increase the width of the south gate from 10 to 14 feet, for emergency vehicle access. 3. Submit a certificate of survey of the site with stakes i n pl ace before getting a b u i l d i n g permit for the fence or paving the parking lot. 4. Cut down the existing Russian Olive Trees along the west lot l i n e and replace with four trees subject to staff approval. The three proposed Marshall's Ash trees.must be.at least 2k inches in caliper, balled and burlapped. 5. Clean and maintain site to be free of all debris and trash. 8 2 -10 -92 6. Remove the stored materials in the northeast corner of the site and restore t h i s area to a striped parking lot. 7. Stripe the rear parking lot with at least nine - foot -wide stalls. 8. Put up "No Parking, Fire Lane" signs on both sides of all the driveways, except where there are parking spaces shown on the plan approved by the City. Seconded by Councilmember Carlson Ayes - all NEW BUSINESS (Cont.. ) 3. Highwood /McKnight Outlet: Project 90 -10 - Schedule Public Hearing a. Manager McGuire presented the staff report. b. Director of Public Works Haider presented the specifics of the report. c. Mayor Bastian asked if anyone wished to speak before the Council regarding this matter. No one appeared. do Counc i 1 member Juker introduced the following Resolut i on and ved * is adoption: 92 -02- 18 ACCEPTING REPORT AND CALLING FOR PUBLIC HEARING WHEREAS, the City Engineer for the City of Maplewood has been authorized and directed to prepare a report with reference to the improvement of Highwood- McKnight Outlet, City Project 90 -10, by construction of storm sewer, ponding areas, sanitary sewer and services, and WHEREAS, the said City Engineer has prepared the aforesaid report for the improvement herein described: NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MAPLEWOOD, MINNESOTA, as follows: I. The report of the City Engineer advising this Council that the proposed improvement on H i ghwood- McKnight outlet by construction of storm sewer, ponding areas, sanitary sewer and services, and 2. The Council wi l l consider the aforesaid improvement in accordance with the reports and the assessment of benefited property for all or a portion of the cost of the improvement according to MSA Chapter 429, at an estimated total cost of the improvement of $914,000. 3. A public hearing will be held in the Council Chambers of the City Hall at 1830 East County Road B on Monday, the 24th day of February, 1992, at 8 p.m. to consider said improvement. The City Clerk shall give mailed and published notice of said hearing and improvement as required by law. Seconded by Mayor Bastian Ayes - all 9 2 -10 -92 4. July 4th Celebration a. Manager McGuire presented the staff report. b. Assistant Director of Parks & Recreation Staples presented the specifics of the report. c. Mayor Bastian asked if anyone wished to speak before the Council regarding this matter. The following were heard: Mr. Jeff Carver, representing Maplewood Mall Jack Herbst, North Star Display d. Councilmember Carlson moved to approve the staff , recommendation to enter into a partnership with Maplewood Mall for the July 4th celebration. = ' AA Star Spangled Night" with further plans to be approved by Counci.11. Seconded by Councilmember Rossbach Ayes - Mayor Bastian, Councilmembers Carlson, Rossbach Nays - Councilmember Juker K. V.ISI_TOR_ PRESENTATIONS 1. Don Houghton, 1825 Lakewood Drive, spoke on behalf of supporting the second amendment - the right to bear arms. a. Mayor Bastian stated this Council has not done anything to take away Mr. Houghton's rights under the second amendment. 20 Kevin Berglund questioned the Council about various activities in Maplewood. L. COUNCIL PRESENTATIONS 1. Consolidation Commission a. Councilmember Carlson stated that Manager McGuire has served countless hours on the Commission and deserves the Council's thanks. b. Manager McGuire reported on various matters under discussion by the Commission. 2. Relief Fund a. Councilmember Juker asked for the date of the next Relief Fund Sub - Committee meeting with City Manager McGuire. b. City Manager McGuire will notify the Council of the meeting. 3. In Your Interest a. Councilmember Rossbach expressed concern about the article in the Maplewood Mall "In Your Interest" newsletter regarding the Community Center and how it is to be funded, stating the information was premature that no decisions have been made about it. b. Staff stated the figure of $13,000,000 came directly from the Capital Improvement Plan. 10 2 -10 -92 4. Council Review of Applicants for Commissions and Boards a. Mayor Bastian stated that in previous years Council reviewed candidates for City Commissions and Boards. He questioned whether there was a need to do so at this time. b. It was the consensus of the Council that the Commissions and Boards should review their applicants. M. ADMINISTRATIVE PRESENTATIONS NONE N. ADJOURNMENT OF MEETING 9:37 P.M. Lucille E. Aurelius City Clerk 11 2 -10 -92 AGENDA NO. F -1 AGENDA REPORT TO:City Manager FROM:Finance Director RE:APPROVAL OF CLAIMS DATE:February 14, 1992 Aotion by Council: F.v Endorsed._____. ModifiecL. -.. Rejected r Date It is recommended that the Council approve payment of the following claims: ACCOUNTS PAYABLE: 308,171.52 229,4 10.89 537 PAYROLL 201 38,378.45 240,193.73 777,776.14 Checks # 25273 thru # 25328 Dated 2 -3 -92 thru 2 -12 -92 Checks # 16239 thru # 16381 Dated 2 -24 -92 Total per attached voucher /check register Payroll Checks #25234 thru #25398 dated 2 -14 -92 Payroll Deduction checks #25403 thru 25419 dated 2 -14 -92 Total Payroll GRAND TOTAL Attached is a detailed listing of these claims. lz Attachments FINANCB/APPRCLMS . AGN j ! Dz. tai -Ou tE. H f 'a I-. C C I Y Cl. T C;IL 9 al' v u D Wr— I ::. 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'f 1=' ': , a — NJ :. •.. .:: r - .:. 1 : 0 4 J 4 0 0 7 MINA, STATE TRE'j"'5DF"[''v1 .` J 4 - J:. D 1 ", .t : f_t t. i . `.• " .: J: ,-, ' "' r `i : I- :i l.C. t1 _ +, •'1 ter A .: T i F 1: A ,.', t: f i'to N - - s:< r -, E _ .._- . _ M, 41 •:l. (1 C)N i`•1 » ';; . A - .f.. C ; F. `- ! :: yk V 0 IJ C. H I V 6U11-1 :. iVU v ou ii-L f-,%. it! C Li A 0 v r- 1614 17 0 F -C H N U 1{i 'B* L V N 0 If. 1-*:. R 7 51 1) N A i P P N Z5 0 0-G1'-tVt. RMM(-:,A' F 1NAN(.'(: OF F !(.I- W'" 3 0 c? 3 49'--'* 575 02/1 1/92 I N N EF) T AT E 0 F M. A I ES J E 01 :7 5101 0 1 1 M A PL. Z LEIi:- OFFIC. A S" 5 .4 4 4 -.3 .8 J » 0. 7 9 1 7' E 6 #-?'7*i.--..'6 lam. w '?'T 7 Z' 0 0 F E S f R' `5E R I { :: 513 10 260 74115 02.. /11 9 Z F 1 E MARS HA LL S AS,.-oN OF MINN.T R A V E AlN , *NG 1 3 9 1. 6 5 0 11 9 1 N NARILOY I C ENI-Of E 11 U N I w . 5. 12.... 6 0Z NATL OARE CjFFi('J.-.RS A i N 4 :1 ,h. (t N S 'M*--*'I1'L-D--:. 5 13 910 500 54OZ/t 11 2 VA 0 R 1.10, T-.' I S H R E. M f) V AL F f. F' :r: 1: j ', 1. 1 T C, e_!5, 4 e.. -L Q 9 1 t) I I /92 U) I T R P .EAS-'r':AN K .11)Al-* Ckt.A C. C t j U- T F--* A 'f b 5:3 -15---6 ' 0 Z 5 0 V • Z / t t/ 9 2 N A '1 1 •.0 N A L A U D E 1% E R S 1.1 S • k: A R s 1i 14 104 WN.-I Z- Mi: I 1 445 25316 1312-00 02/11/92 CHLEBECK, JUDY SALAR I ES PAYAGLE 17 541400 02/1 1/9Z MINN. ST.A*'*"[.-LIC pAy.ml. L 5 3 18 41 Wfb4t.0 i9 2 111", L NN 5 f ATE i t-'---ASURE.R CAI'E 5319 Z:"10901 07/11/92 IT COF,.F'oEASTMAN1-"0DA1-;" CRE I 2-1 513 0 901 02' / 1 9 ;l EAST*MAN KQD AI- C I 1) 1 T C 1:* P .AC ..(.INT!-, i.YAYi%.;I..E ff, t glotioo o;z / I I VAS is REMOVAL F E is I. OR E: I V I C F. 690`055 02/12/92 OLD LOG THEAY'RE I) R E R V i E tl 09' 1440 04 12 9.2.,B R • :i w N A N D R I I in c:C. -J RA C 7 S I fi% Y - 4 ., 111 (J 1E' T b 4 1 0 . . ......t 2-Y EAC'URER-MINNIO 'SI'ATE R L I C: W-.'; E 5 a 5 541400 02 / 1 2/94.MIN%.4. STATE: T R E A 5 IJ R 1.54 L I C UN r) E 02/ 1 /92 CITY C f)') N T Y EAM P L (.1 Y E' E r'D IT ttjNIC -41 1 A N' 2', 7 82t. 4 021 / t 2 /90.KAY)1RYN A. GM.'4;TH 1) L I C. 1r , f 2. 5 8 7 9 0 2" 0 0 02/12.;9Z SCHULTIES PLU.M.P. ING 9 -.**?DUP PAY Sw'ht.1 I 4 7. L @L.0 10 1755 4 A. A ..A TY' r i R 1) F F C E. P R U . I C A i 1:1D1 A ( R Af E E L E C, f L Ce 1*1 f 0 T I L. 1 ly 16,'4 1 01051 j 0 Z 2. 4 l 9 r:C 1; H A R 1) I'm A R L.r- i I N T 1:1-- 1 A 1. it! C Li A 0 4 0 t 00 3 8 4 5 0 7 51 1)75.00 0 3 C 0 4 3 0 c? 4:.'*'Qb (1(')4' .s 0 120 . 37 Z0 . 7 1 7 5 4 4 -.3 .8 J » 0. 7 9 1 7' E 6 #-?'7*i.--..'6 lam. w '?'T 7 Z' 0 0 6 61 :7, Ctw ... 3y N1)0 39 . (%, 0 0(l." .16 1 0 .6. . I t 0 Z 6 0Z 9 2".1 1. »C ii 162 I V kl..--(r G t:)::/AURELIUS, LU.C,11..1.E 164-51 Z 3.TY OF 1-l.APL1-.*.l-.ur.tD 0' 24/ 14 (42 10 061900 V H 1: p ;:. 1-: P L. ,o c 0, 16254 0711100 0 C*'-!* f*Z: 4f9 E-*Es-*(W.4-LD ING CC.) I. t-• 42. 5!'5 FOR 0.". 4 V f.-I LJ C HE R 16 2.5 •1 4 9 1. S N 1 6.2.5 7 t01400 0 2.' 4 VEIL) 0,r- NU Of N t. 11 M U, E- R DA TE N E K. S C R I P T 1!." N SUPPL1 E JANj Oft. SLIP PL I [-. S---J ANI OR 14, A I. PP L I L A - N JR I A J P F` L. J :-"S J A N I R I A L SUPPLIES -JAN.*%,-f0RlAi. U P P L. S - • J A N I i -( I A L U P P L I E S - i A N It T R 1 A 1. 162.42 1) 120 4 0 0 02 2.4 9Z OAIRSIt"NNAL INC CF E F * E E '25 FOR '%3F W•1 I C, F L Ef`5 S li. t Z V I C.'r C F EE F OR S E.' f - Z V C U. FE E.; C R `. E RV I CE 16 4 :_.0 z 0 5 0 4`2. 4 9 2 Al. t. R1714T. ELl.C"4.R.k COMPANY L A 1:-'f .'I f C CUMPU T 1% MC SUPPLIES-EQUIP 16245 021600 0.2 2 AME1 WATER WORrS MZ.-*Mf.l(:".r-,9SH IF'S 6 2. 1 4 6 0 42 17 7 5 0 Z 2. 4 9 2 AMUS m S I P ANIMAL-C0N`4-'R(jL. SERVICES,INC'. Fl.-LS Ffji*%' 16248 031100 02/24/9Z APPEARAWIE PLUS REPA IR & MA I T V E HIt'41 E Ct E-*REPAIR & MA .16'N't It V A. %.i 16249 04071,)0 QZ/Z4/92 E7 V j F * WARDENSHLIR H.C.S.PITAL F EE S F:,* 0 R 16250 040915 OZ/24/92 ARNAI.S AUTO SERVICE R IJ - *A I R is MAA N"s VE WA C-1. U ii 162 I Q r.-; 0 151 0 t:)::/AURELIUS, LU.C,11..1.E 164-51 Z 0617Z5 0' 24/BAT CON12ERVATION INTERIVATIGNAL 061900 0 2:/2. 4/•:I:8 A T R Y T I F',.'E 4 A R E H I E 16254 0711100 0 C*'-!* f*Z: 4f9 E-*Es-*(W.4-LD ING CC.) I. t-• 42. 5!'5 0 45o 0 0.". 4 r.-.R '11! 4 -.4 NJ G F f S. I W*9 16 2.5 •1 4 9 1. S N 1 6.2.5 7 t01400 0 2.' 4 R AV E L ' . * . * , IF R A It{ I VEHICLL At.LOWAPK1. E 0 U I P N T - 13 F;. I E F 1.3 F L M-1 U'N.' T 515% .1 0 14.44 4!-, 15-0 0 2 Z Z-3 6 9.41 43 . 7. 4 28. ffs 6.00 1 62 tit) 61) .66 66. ()0 65, Z4 oc) 6. 00 4'0 y 0 F.J-7 6.71 8 . 4 .:. 7, I z -I 0 0 I I'll 7 0 12" 1 . 2. 7 3 9 V cl ij .-D' h 01 E G 14 V H is Fl H. ii C_. R E "i f" F 0 R 10 D VE N-Df-t r-,16. WK------------------VE'0"t T N IJ M B E' R N U b*'. R 1) A TE K 1s M E 10 N r I 'N T Z 4 U 1" E A U - CR I Ml NA-t. APP-Ict - C; N'D D L T 0 U H ii G L V t. R N 1 LN 94(l 00 16 5 9 10 1 7 C.)0 '12. Z 4 9 2 B U 6S I N E. S S E N 13 M, I C E*.* D F Cl Ul N D P FR (`Ji F- A M U, P P L I C-. fS 1 6,-7—:* 6 0 10 1 91.)o 0 4 D U ADRDS C:G Fl m NN' 73 R C. C, ` R rFU. 0 R Sc F`V I Cii 16 d; I I I (115 0 r 2t. 4,/ -C '('e • ro - . 34tifil RROW GO "' I NC j UP P L I V F 17Z 8 1 ..j Is QtjPPI Y t-_7 f - J , 1. 6 427 6:3 110 .1251 0 42' Z. 4 s_..*CAPITOL. Sl.lPf't.Y CO O Q f .11A 4 7 1626-4 11041 O OZ/Z4/9Z CARL.E. JEA psi ETI-E VEHICUE ALl..(._ll!),NCE j. 6 2 6_51 5 t 2 2 50 02 12 4 T L L U F.-'H 0.44 6`24 1. 09 I El E P H N E 7 1-3 T E L rE PA f) 1 11: 161 12(.-)450 02/24/92 CENTER FOR E'o-%'ERCl.'3E HEALTH V E E S F7 OR -'.:i E R V C E 54 . 1.) 0 F 'E E S F Cl R ! is R V I (."' li 54 .00 FEE.., OR Si E R V I C E 54 so CO- FEES FCIR 5E H V c 1:17 '2- 0 F R I (1 8 0 1`* i7- F 0R SP R C 54..00 FEES FOR SE. R I C EL 54 . 2 2 4_f9 T -14-W E-ST F RIN F 1: 1. z"W' FOR '.-sU;RVl-CE*0 8 ()-q— 16 62 1 1 14) 0 0 `4 /9 Z H I P P E W A P R I N G.S'J *_- L -:' 17 S C. 7 RL ..j F. 16269 140205 02/24/92 CLEAN STEP RUGS E` F Ll OR :`tit. C f'F 6 4 _5 t 5 fl. 1 T _5 l." 4- ff4 t -e, 0 L t 1 +44 SJ 'E- 0 T ft C A L c N , T R P A F. M, A I N 7 C U ]l P 14, N, T 16 A; 1. 7 t 15 13 50 0 •'2' 4 / 9 12.DCOMf UADD UIRPORA-i lj)N E I P i' U! i i A L: I)1 '307 4- `.?tl 162 1512 100 02/24/92 CONTINEN"I'*AL SAF-ETY EGlLJlPt".".*:NT p p E. E U 1 N t •4 J r) so.;' 0'(— 0 U.Q 1.1 m f" IN 1 7 4 17() 150 0 2. 4 J 9 2 CURTIS 1(100 7e I 1. 6275 1 F.I. 8 0 0 i 2 4 9 2 D A 1. 1)U ik'fy .1 E S J A 1. R I iA 176-29' T---l-l."-0-72'P A -T F, IT 1.6-77 18 '.tact D A io-4 N 1: R A 'NC.C I"-' P A Y E r 16 2'.. *7 8 1 1 .-) 0 0 0 Z 46 DAYT ON' '.-.# Bl..UFF H'i.E.ET K`-,"ktL IN i U P P L. 1::Si G- U F ..'N r s : a CIF 11) 3 9 .1. rn C V 0 1 J C.' 1 -1 E R PR T I r* fvqcH ,! t. f V EN r .., A .10 U A44 T 10-100 170.71 541 59.0 it G 7 N U M V: E R fe, A T E f r - 4 J Li N 7r 91-2-u 08 4 9 D If Vi F P R 111: : U - I-'? Y T A A I fj N F UL F C R f - t -i 0 5 OZ/Z4/92 EAST METRO CHAMB.C.-R OF COMMERca TRAVEL TRAINANG. TRAVEL 9 4 A Pi T 1. 1,11 E Ce A R Q T E 517 j :. D t p p v t I f t F 61 2-82 3 c 0 12-' 4 92 E A Sl 'MAN KODAK CUMf)ANY tj F's.. 1'. C A f I N G C, S 7 D L!P L I CA i 1 ! C; C'0 S 7 17' A --31 b k .DUPLICA'- N- T 4 Z 1) tic L I C. A NG C 0 1) Ll Fl L I C. A 6 10 AA NG C 0 4,b 6 4 1) IJ P I IC' A 1. N G C I) f 34 1) UPL I C A N Cq- - C Cl D tj P L J* lc': A ll' N Cl U F# L 11. C. It I- J. N to C 14. j D U P 4 0 4. WJ f ' L 1 C A f f. N (-'j D UPL I C A -f 1 N Co c fl.) ID Z..j 1650 4 qr;e jEC- H f- A f) 1) 1 C.- I) U N 't z; 13 1 W A I't L I 16 lb"'so 4 2' 5 0 0 9 C,0 Z eZ 4 1 Z N R I J L'- C I T I. f N S Ve! i..-. Ill 13 R S f ' i..9 C )0 e.1' 4 E N i f: Al M P 1.1 E R Cl"N R i AE p - ol H 0ii t 1. RU-ST-PA 1 N. G A G' T V 5 „ lit t,) P Y if N Ci A G F E « t. 9 0 o 0 E 7(AJ ft 1 -T Y . ...... ....L't Y --f -T AL"F' R 0440 0, 2. 4 F 0 R -1 f.: Y E R & LA W.' ER S,it i . 1 9 33 0 Q 5 Z 4 '12'6 K E. R V J. (v S L. Ll f i t U N I F 1) R C - L c; 5 Y o - t I F 9 C,9 Z f:-.' R W A L I IN A .10 U A44 T 10-100 170.71 541 59.0 it G 7 v cl I M i4 L 1. 1 U i f: P i G H: K C F , V U C" HL-:h C- K V L rl 1.)C P, f. !-f v E JD f 1\1 is L F.t"! U rjl t.. L R I ) A., I F..:t -41!, P1 P I 1 0:::7.0o o :::4 G - P.; N L A ti 5 C: i-D m A N Y L 4 9 Z 7GLENWt.-IOD I N L` W 0 D ES o' 'A0F K Ft' V 4 T 16" 9 e02 4 GL I DE N C MrP A 114 Y X 14 U .5 J A N 1 1' 13 1 A L F? L A 11 t*. M A . kk IN t .I'.*- " wJ U P P , • %, I U. f . A L 4 . I m JA 1 U IN A Pj C 1: M A L : : ..44 .4 4 16 2' 5 112.. 2 4 9 2 A.i 0 D Y El A Ft f I R E C- u. M f A N Y it 11H P A I R 11 1 "ii f V L 1. 6m'-.-.'9 6 310400 W'f 2 4 / 92 G0074")YEAR TIRE.'. CIDIVANY D 4_1 0 7 t 2 t /92 C5 Cftt Fz' P% -f- A T-F:': - -t!rN E- f.- A t: t s - 114 C -F_ S F 0 R C- f-- E v 4 F. 4 16 9 1 Q 85) 0 .........A P. ...0 6' _- * / - .U .1isi1TRA' I 1\4 s v I C L.F, L 1. 7 0 1x_,299 340110 0'.*.--.*. Z4 92 HUNY RCHNIII'ALS INC t!! T I D F: R 1H 61, A L 14 1— 4 11 Y 0f t 25- . fit 4 1 2 T R L0 1630 1 4 0 15 0 0 2 2 9 c2l,Jl'.-.AN TH(RNE 'I- E 11 6 A RY E R V I -' C'L L t: cs. j - . %e .j R 30 .,4 o F!ES FUR St. RVI CE.61 0 1 6 - - 3 0 2 - - . '401500 2 4 9Z J 1) H N D E L L. S ',3. A Sh '2-:J'0 C I A T E INC F R M A I NT Q L*J I P 1 16•330 40r :: 110 0 4/ 9"JOYNI.S, BILL.Ft F- O" 1i i R U-0 i 6 Q4-------4 14)0 Z 9 Z K LL L E R k t E L f R I C 1. N Cr t 1z ti t A I R MA IN T 1) G 0. u I L. D N I M P 1-ki f) V I." tl*i -IL-il 0 1)`J I L 1) f. N G I P R L1 V N I 1 ,. :} _44 1 0 127. 4 9 4"L T'EMK2,HAR'-i'Afl 0 1 -3 4 10 t, Q U Q 2- `4 9 Z JOHN T i:`E-. N N A L 6 A L I A L 1 2". `5 L C'.. (J A F I a1 i. A L 7 1% 7,i:• / i« C / '' IC:.I N CW L A N PH 1." G 11-ZA fyi 1 "• i ! •:. ... 4 r 4 K 0 K ATH L- T I C A' ill 1.1 p 1 f.j R A tel F'U Fi i:L.-AND v V. Q 4 '5 ti L. A 1,: F_ L A 1) R! j t:*'4 1. 6:3 1 1 4 7 7 0 0 0 Z. 1:P L I L. A Fp F fi J I 5114 C. y ct J I Ll F P 1:.1 0 D I v 00 CHE R t --------- - - - -• H E -C I Tt M f r•" M NUMBER N U. tn't)"E. R D T E"N1 A 1`1 4"E,"t7 1 U70 U-&: t Lr 4 __..`_L 0 R t. I TA 'L U E L' ES M L R ........A S J • IMRf: 0 R IN L L 40.00 li 1U3 3 5 OOCIZ5 021 c 4 9 tfi• R S.•IGN COMPANY 1 54 el 4 0 16314 5 0 W-5 z 5 0 4Z r' i'l 4 M P L • 1.. R E_J 0 4 lia Ce JR . P T I CJ IN C f. ii 'EJ H 't 1 E I ; L t 0 Z 4 . 1 1 42 01 F . A- ..THAVEL TRAINlNG 3 3 *.":'$ 4 TRAVEL. TRAIN.1W.,16. 1 A V E L fb.' A I N i N i 1.631 6,5,01..: 11 O.Ht /9-2'MA I." C)UE C* N EO U.1 P11 U* N 6:8SW L I I.: V 1. 4!.-o .0 M A Git." C-f R", GRE'l -C t if-.. N... B V H 1 Cf* L A L L C, N r i A V E L a T RA111 Nti 1•6 00 V EE: I CL A LL. U W A N', C" E- p I-t Pit. Iia Z VZ 'rZ'4t 2 M Al"; Y S-- C'f ti R R R C P A 1 R N C' L 5, 11 LRE.' PA I R S M L Q t. 1 .1' .";P M i 6 7 0 0 T R A V IE- L T R A I N I' G 7 t.i 0 0 11;319 51 117 , 50 0,2 li. 4 9 2 MAUTZ COMPANY U, P P L.- I C'Sil .1 A N I T f. I-% L r: 9» j 0, UJUPPL. I C-. G- J A N 1 4 16320 530EI00 02./24 /92-ME N A t'"(D S I']j M, A L L T Cl 0 L. 5 33.98 MAINT MA'fERIAL 1 1 32.. 1 5 0 6, 5 0 0 Z 4 1 Z METAL DOCYCIR S L. I rE "::j V " H. I i 45'M A M Jk - LM C - L A ftf) R' R E L A I 10 N ac E. R v s 1.41 1-1.1 In c R 11 1. 11 cl N M f. M f.o, R f H .11.4 4 0 0 16`--1 3 531400 OZ/Z4/9Z METRO SALES fN•.-3 Li P P L. AIES..- CIFFICE 9 42- 4 5 5 0 02-x Z M I C J'( I" J M A A G Ell 11 S Y E I N C F f. L F ".3E R V 1 C. E'10 u M1 N r-.4E'S CIT-A tf! I N I r4b,V C E L. 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F it 21, Ell !/!4/92 I 1 D T 1 f M —A, L L A 9 59L. tf 3.. t ,..'ice.. t t, t :.... 72 .S .. ..' 43 14 T E VORRWERKROBER 74 4 15 i 9 63 E P A B:, E R 2 E R* Cl N!81. 3 74 %2 -11 i D 1 92 E E H f--1 N 4 '9 50! 1 it' 1.-14 ' 332 31 AC-57-1 i' HID E R 1 -7 -7 4s sir a, u 4 . ` 92 R P H s F • '- '} ..., 3 "4 j "'1 , I LJ 4 0 2.017" 1 S11 2 AD 1".. if Al. N E 7 W IL L T il-Ir'! 1,3 4 Q -17 APLEWQOD 0204 EMPLOYEE GROSS EARMINGS AND PAYROLL DEDUCTION CHECKS ' FO TE CURRENT PAY PERIOV 1 U 'F _ ' 4b ~ 0025316 02/14/92 JULIE A STAHNKE 1,160.50i 1 - 7 u'/ p»uYC.. M_MO. i 0C23l9 02/14/92 JOSEPH FEHR z v oc/ */wum tA L 0025322 02/14/92 JAYME L FLAUGHE 1,226.90 9 . ri 02/14/92 MICHAEL R KANE A. 33 T f -, . 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I m +42 741- 1v DE u 7 40 v OID T T A 0 14 i, 42 qz Q -2 VOID 02 114 UnL I CP M P 1 %-jRETI 'f- A 5+30 L Ea 700 0 E)7 a dj gs" U.J c 3 CI a L a S M 7 ti..r a r •,,¢ V L 1 4 i r i -'T A E Co 'p f --' o - 7 COLLEfT 400 0 0 14 9 2 1114EED-1-6 A G' 1- 9 111 C.7 G 76 10 VOID VOID w 02 14 r22 Y'A C A TT 0 17- 1 CHE C K E5 2 3.7 VOID 0 1 1 CITY OF MAPLEWOOD 0008 i EMPLOYEE BROSS EARNINGS AND PAYROLL DEDUCTION CHECKS FOR THE CURRENT PAY PERIOD i -4 13 2-_4e:i VOID P1 t 3 4 P Uetzie em E 11E,-,F P-, s e e 2 41 0 1 1 F -;L MEMORANDUM To: City Manager FROM: Director of Community Development SUBJECT: Planning Commission's Annual Report DATE: February 14, 1992 INTRODUCTION Aotion by Council: Endorse Modifie ., Rejected, Data City Code requires that the Planning Commission prepare an annual report to the City Council by their second meeting in February, This report should include the Commission's activities in the past year and major projects for the new year. 1991 ACTIVITIES The. commission considered the following: 12 changes to the land use plan 1 planned unit development 10 changes to the zoning map 5 preliminary plats 8 Code changes 12 conditional use permits 3 home occupations 7 vacations of right -of -ways or easements 2 variances 11 miscellaneous requests The Commission has also been revising the update to the Comprehensive Plan and studying the section of City Code about planned unit developments. The Commission reviewed the Comprehensive Plan update at 6 meetings and discussed planned unit developments at 9 meetings. 1991 LAND USE PLAN CHANGES The Commission considered 12 1991. Changes Ariel St., north of 11th Ave. East of the BN Corridor, between Larpenteur and Ripley 1060 -1070 Lakewood Drive West of Highway 61, North of Highway 36 changes to the land use plan in PC Action Council Action Approved Tabled Tabled Pending Tabled Tabled Approved Approved 600 Carlton Street 3M Training Center)Approved Approved Lakewood Dr. & Maryland Ave.Tabled Approved Maryland Ave. & McKnight Rd.No Change No Action South of Minnehaha Avenue Approved Approved White Bear Ave. & Co. Rd. B Tabled No Action Beebe Road,. north of Larpenteur Approved Approved Autumnwood Villas)Denied Denied 2702 Stillwater Rd. (Knowlans)Approved Approved Cottages of Maplewood West Denied Approved 1991 ZONING MAP CRMGES The Commission considered 10 changes to the zoning map in 1991. Chan es PC Action Council Action Ariel St., north of 11th Ave.No Action Tabled West of Highway 61, north of Highway 36 Approved Approved 600 Carlton Street 3M Training Center)Approved Approved Highwood Meadows Plat Approved Approved South of Minnehaha Avenue Approved Approved North of Maryland Avenue, between McKnight Road and Lakewood Drive No Change No Action Gall Avenue and County Road D Approved Approved 2080 McMenemy Street (Wegleitners)Approved Denied 2702 Stillwater Road (Knowlans)Approved Approved 1919 White Bear Avenue (Czech)Approved Approved E 1991 ATTENDANCE Name Appointed.Term Expires 1991 Attendance Roger Anitzberger 4 -24 -90 1 -93 17 out of 20 Lorraine Fischer 1970 1 -93 20 out of 20 Marvin Sigmundik 3 -14 -83 1 -93 11 out of 2 0 Lester.Axdahl 8 -08 -74 1 -93 20 out of 20 William Rossbach 10 -10 -89 1-94 17 out of 20 Gary Pearson 12 -10 -90 1 -94 16 out of 20 Vacancy 1 -94 Mary Martin 2 -25 -91 1 -95 16 out of 16 Gary Gerke 10 -14 -89 1 -95 19 out of 20 Brian Sinn 4 -24 -90 1 -95 15 out of 20 Jack Frost 12-10-90 1-95 2 0 out of 2 0 MEMBERS WHO RESIGNED IN 1991 Robert Cardinal 2 -11 -85 1992 ACTIVITIES 10 To complete the update of the Comprehensive Plan. 2. To continue the study of planned unit developments. 30 Have a goal setting session and workshop or training sessions. The first of the workshop sessions Would be about the traffic situation around Maplewood Mall, 4'. Have a tour of development sites in the City. 5. Encourage greater citizen and public awareness of the Comprehensive Plan (especially the Land Use Plan.) 6. Promote a positive image of Maplewood. kr \memo91.mem (6,,1) 3 Planning Commission Minutes of 2 -3 192 6. UNFINISHED BUSINESS a. IV 2- Planning Commission's Annual Report The Commission reviewed and corrected the 1992 Activities portion of the annual report as follows 1. To complete the update of the Comprehensive Plan. 2. To continue to work on the study of planned unit developments. 3. Have goal setting sessions and workshop or training sessions. The first of the workshop sessions would be about the traffic situation around Maplewood Mall,, 4. Have a City tour of development sites. 5. Greater public awareness of the Comprehensive Plan, including the Land Use Plan. 6. Work toward promoting a greater positive image. Commissioner Martin moved to request the City Manager investigate putting the various board and commission agendas on cable television. Commissioner Fischer seconded The motion passed. Ayes -- Anitzberger, Axdahl, Fischer, Frost, Gerke, Martin, Pearson, Rossbach, S igmundik, Sinn Commissioner Fischer moved approval of the Planning Commission's annual report, as amended. Commissioner Martin seconded The motion passed. Comprehensive flan Update Ayes -- Anitzberger, Axdahl, Fischer, Frost, Gerke, Martin, Pearson, Rossbach, Sigmundik, Sinn Commissioner Fisc er asked staff to make a correction on Table 11 on page 60 of the using Plan. Commissioner FiXaaffer r quested that staff create a chart of the maximum populat of ea h neighborhood. The Commission agreed and requested s seek this information for the Commission. F -3 VOLUNTEERS OF AMERICA WEEK March 1 -8, 1992 b Action by Council: Endorse Modified,... Rejected , ,,,,--------- Dat A'HEREAS, the Volunteers of America, a Christian social service organization and one of the nation's largest human services agencies, is celebrating its 96th year of service to the people of Minnesota and the nation; it is therefore certainly appropriate for us to join in the observance of this milestone with the commemoration of March 1 -8, 1992, as Volunteers of America Weep and W EREAS, volunteers have enriched the life of our community through their compassionate, yet practical crusades, and have extended spiritual fellowship where most urgently needed; and WIhiEREAS, volunteerism has fostered the development of partnerships between the public and private sectors of the City of Maplewood to face community challenges; and HWEREAS, volunteers are a vital resource and have transformed lives for those who give as well as for those who receive within the City of Maplewood; and WHEREAS, the state of Minnesota and our nation are recognizing volunteers for their contributions through the Minnesota Volunteer Recognition Week and the National Volunteer Week of April 26 -May 2, 1992; and WDTE.REAS, the City of Maplewood is proud of the efforts of our volunteers, and believes that their selfless giving has made our world a better place in which to live; NOW, TTEREFORE, BE IT .RESOLVED, that .I, Gary W. Bastian, Mayor of the City of Maplewood, do hereby proclaim the week of March 1 - 8, 1992, as VOLUNTEERS OF AMERICA WEEK in Maplewood. AND, BE IT .RESOLVED, that copies of this proclamation be transmitted to the Volunteers of America as evidence of our esteem. IN WITNESS WHEREOF, I have hereunto set my hand and caused the Great Seal of the City of Maplewood to be affixed this 24th day of February in the year of our Lord one thousand nine hundred and ninety-two. MA YO R Agenda Na ,l4coo---- L AGENDA REPORT Action by Council Endorsed TO: City Manager Modifie e e3 ected.,.,....- FROM: Human Resource Director 4j bate RE: 1992 PAY RATES FOR TEMPORARY AND PART -TIME EMPLOYEES NON- UNION) DATE: February 12, 1992 PROPOSAL It is proposed that the attached resolution be adopted to provide for the 1992 revision of the pay rates for non - union temporary and part - time employees. The objective is to have the pay rates for all temporary and employart -time set at one time in oneP resolution. BACKGROUND Past policy has set the minimum pay rate for each position to be the amount specified under minimum wage law. It is proposed that this policy be continued. The current minimum wage rate is $4.25 per hour. It is proposed that the maximum pay rates for each position be increased by 2 -1/2o and a minimum of $.2O per hour effective February 24, 1992, with the following exceptions. For the Secretary, Administrative Assistant, Accountin g Clerk, and Clerk - Typist positions, the maximum is equivalent to the starting pay rate for a full -Mime permanent employee. RECOMMENDATION Adoption of the attached resolution is recommended. tmc Attachment RES0LUTI0N WHEREAS, according to the Minnesota Public Employees Labor Relations Act, part -time employees who do not work more than 14 hours per week and tempora employees who do not work in excess of 67 days in a calendar year are not covered by union contract wage rates. NOW, THEREFORE, BE IT RESOLVED, that the following pay rate maximums are hereby established for temporary and art -time employees effective February 24PrY 1992. Recreation Worker 12.02 per hour Recreation Official 18.07 per game Puppeteers 30.14 per show Accountant 15.14 per hour Administrative Assistant 13.28 per hour Secretary 11.00 per hour Accounting Clerk 11.38 per hour Clerk - Typist 10.18 per hour Election Judge 5.95 per hour Election Precinct Chair 6.20 per hour Laborer 6.45 per hour Engineering Aide 7.06 per hour Janitor 5.40 per hour BE IT FURTHER RESOLVED, that the minimum pay rates for each of the above be (1) the amount specified by Federal and /or State law for those positions covered and 2) $2.75 per hour for those positions not covered by Federal or State law. BE IT FURTHER RESOLVED, that the City Manager shall have the authority to set the pay rate within the above ranges. F MEMORANDUM TO: City Manager FROM: Thomas Ekstrand, Associate Planner SUBJECT: Conditional Use Per it Review LOCATION: Kennard Street, North of Beam Avenue APPLICANT: Korridor Capital Investments, Inc. PROJECT: Mineral Extraction DATE February 17, 1992 INTRODUCTION Aotion by Council: Endorse Modified..., Re j ected. Date The.applicant is requesting renewal of a conditional use permit CUP) west of Kennard Street for a mining operation. Mr. Frank Frattalone, the excavator for this project, said he has finished mining this site but must still do the final grading. BACKGROUND November 13, 1989: Council approved the CUP, subject to several conditions. Condition 11 required.that all graded areas be planted with ground cover sufficient to hold the soil. Condition 13 required that the final grading be completed within 90 days of final excavation November 15, 1990: Council renewed the CUP for one year, subject to the original conditions. CODE REQUIREMENT Code requires that the City Council review each CUP after the first year. After the first review, Council may specify an indefinite term or a specific term, not to exceed five years, for subsequent reviews. DISCUSSION Mr. Frattalone could not complete the final grading within 90 days of final excavation, as required by the permit, because of the Halloween snow storm. Mr. Frattalone said he can complete the final grading in about two weeks this spring, once the snow is gone. RECOMMENDATION Review this permit again on May 11, 1992 to consider ending it. te\mining.mem (3) Attachments 11 Location Map 2. Property Line /Zoning Map LOCATION MAP Q N 2 Attachment 1 61 b5 59 CO RD D ~ y d W h S O a IYD1 19 AMP ec vo, a z TIZRADATZY W MARK M t - - -• s POND MAL WANd.AV KOMLMAN AV W o co > fRO 23 1 NC. T29N$R22W Ct 2 t EDG 3 ;A. E MIL RD 101 Q fl) OONNoR Y DE MOLT AV C C v 8R M W aC W t LOCATION MAP Q N 2 Attachment 1 r A r --•mss• 48 AL A ' Psite froA++•• r_.___w••.... Ntoffs* nuawasssaa: ss I 4.4e . i t t ! O 9 ZoO ti o pz t 1 St. Johns Hospital . 1rc s T_ s Northeast Div1. • .. ' J :'': ' = { __ BC 261 - - •t St. • Paul Eye Clinic IN 1• r •1 l ' - • ~ •_ i Iii I • t . sy7T • : .I 1K _ __. Maplewood Professional Buildin9 o o -• ' + ti CPtti eta" Avg. kM *ALW JM WALL A"t; M *411 '' v e 1 c SS' t BC 1 t PROPERTY LINE /ZONING MAP 3 Attachment 2 N AGENDA ITEM AGENDA REPORT Action by Council: TO: City Manager r Endorsed FROM: Public Works Administrative Assistant Modified ReJeetea SUBJECT: Acquisition of Tax - Forfeited Land Date DATE: February 13, 1992 Introduction The Ramsey County Department of Taxation has notified the City of Maplewood that certain parcels of land within the city are available for acquisition due to forfeiture to the State of Minnesota for nonpayment of taxes. Background It is in the interest of the City - of Maplewood to acquire the following parcels via use deed for the following purposes: Ponding and Drainage: Farrell's Addition, Lot 5, Block 2: PIN 36- 29- 22 -11- 0011 -2, and Minty Acres' subject to easements Lot 4 and Lot 5, Block 1: PIN 36- 29 -22 -12 -0001 -2 Roadway Right -of -Way: Section 4, Township 29, Range 22 except the E -160 feet of the S 224 96/100 feet of the N 834 96/100 feet of the E 9 acres of the NW 1/4 of NE 1/4 of Section 4, Township 29, Range 22: PIN 04- 29- 22 -12- 0007 -9 Recommendation It is recommended that the three attached resolutions be adopted. WJ P jw Attachments RESOLUTION WHEREAS, the parcel described'as Farrell's Addition, -Lot 5, Block 2: PIN 36- 29 -22- 11- 0011 -2 is necessary for storm -water ponding purposes,'O'nd; WHEREAS, acquisition of the above- referenced parcel would be consistent with the city's drainage plan, and; WHEREAS, said parcel is listed as tax forfeit. NOW, THEREFORE, BE IT RESOLVED that the proper city officials be and hereby are authorized to make an application for acquisition via use deed of said tax - forfeited land; and BE IT FURTHER RESOLVED that the city clerk be and hereby is authorized to file a certified copy of this resolution and application for acquisition via use deed of said tax- forfeited land in the office of the land commissioner. RESOLUTION WHEREAS, the parcel described as Minty Acres' subject to easements Lot 4 and Lot 5, Block 1: PIN 36- 29- 22 -12- 0001 -2 is necessary storm -water ponding purposes, and; WHEREAS, acquisition of the above- referenced parcel would be consistent with the city's drainage plan, and; WHEREAS, said parcel is .listed as tax .forfeit. NOW, THEREFORE, BE IT RESOLVED that the proper city officials b,e and hereby are authorized to - make an application for acquisition via use deed of said tax - forfeited land; and BE IT FURTHER RESOLVED that the, city clerk be and hereby is authorized to file a certified copy of this resolution and application for acquisition via use deed of said tax- forfeited land in the office of the land commissioner. RESOLUTION WHEREAS, the parcel described as Section 4, Township 29, Range 22 except the E 160 feet of the S 224 96/100 . feet of the N 834 96/100 feet of the E 9 acres of the NW 1/4 of the NE 1/4 of Section 4, Township 29, Range 22: PIN 04- 29- 22 -12- 0007 -9 is necessary for roadway right -of -way purposes, and; WHEREAS, said parcel is fisted as tax forfeit. NOW, THEREFORE, BE IT RESOLVED that the proper city officials be and hereby are authorized to make an application for acquisition via use deed of said tax - forfeited land; and BE IT FURTHER RESOLVED that the city Berk be and hereby is authorized to file a certitied copy of this resolutions nd application tor acquisition via use deed of said tax- forfeited land in the office of the land commissioner. i so Fo.m vaz (R.v. 11/7 APPLICATION BY GOVERNMENTAL SUBDIVISION FOR CONVEYANCE OF TAX - FORFEITED LANDS Under Minnesota Statutes, Section 282.01, Subdivision 1. In the Matter of the Application offCityofMaplewood w a Governmental Subdivision, for a Conveyance of Certain Lands. Comes now _ City o f MA n 1 ewnnd INama of subdivision) and alleges: s 1. That applicantisa (a) - Local Governmental Subdivision in the Sta of MinnPSnta That (b) 3. That there is situated in the County of Rams P y certain tax-forfeited J land described as follows: (c) Farrell ' t Adcl - i t i nn Lot- -9 EU k 2 PIN Fi- 74 -77 -1 1 (1t11 1 w4. That said lands are (d) Varant anrf yin im , i b. That applicant desires to obtain said land for the following purposes and reasons: (e) nn inn nd nrainage t • prp . Wherefore applicant prays that said lands be conveyed to it for the use hated herein. City of Maplewood By Its Mayor and Its Manager STATE OF MINNESOTA ) I u.RamseyCOUNTYOF ) r Gary Bastian and Michael A. I.1cGuire, s each being first duly sworn, depose and say, each for himself, that the y are respectively the Mayor and Manager of the _Ci ty of hlapI ewood E that they have read the foregoing application and know the contents thereof; and that the matters stated therein are true. it Gary Bastian, Mayor Plichael A. McGuire ManagerSubscribedandsworntoboremsthis J day of i • jNotary T Public, , County, Minn. My Commission Expires' a) State facts relative to legal organization. Ei b) State facts showing authorization of acquisition of tend hervinsfur described, by resolution of governing booty or by voters, as the era may4irequire, attaching copies of resolutions, if any. c) Show name of Governmental Subdivision in which land is situated. d) Describe nature of lands, use of surrounding property and other similar facts. Is) Give statement as to the specific use to be roads of such lands. so Form oaz (w•v. 1 APPLICATION BY GOVERNMENTAL SUBDIVISION FOR CONVEYANCE OF TAX - FORFEITED LANDS Under Minnesota Statutes, Soctton 282.01, Subdivision 1. In the Matter of the Application of City of Malzl..ewoo i a Governmental Subdivision, for a Conveyance of Certain Lands. Comes now C i t y o f MA n 1 pwnnd and alleges: ( Name of subdivision) 1. That applicant is a (a) Local Governmental Subdi in the State of Minnesota 2. That (b) 3. That there is situated in the County of _ Ramsey , certain tax - forfeitedlanddescribedasfollows: (c) minty - Acres' - subject to easements Lot 4 and Lot 5 Block 1PIN36- 2 22 -12- 0001 -2 4. That said lands are (d) Vacant and - unimnroyf?d b. That applicant desires to obtain said land for the following purposes and reasons: ( e) r j Wherefore applicant prays that said lands be conveyed to it for the use stated herein. Cit nf .Jaul By Its hlayor t and its Manager STATE OF MINNESOTA ) U COUNTY OF Pamc n } Gary Bastian and Mirhanl A hfnf; each being first duly sworn, depose and say, each for himself, that they are respectively the lavan s and Manager of ,. City of tlty l ewood that they have read the foregoinge9 application and know the oontents thereof, and that the matters stated therein are true. Gary Bastian, Mayor s '1'chAel A I-1cGuire Mina erubscribedantisworntoMoreme S day of Notary Public, County, Minn. My Commission Expires a) State facts relative to legal organization. b) State facts showing authorization of acquisition of land hereinshar dnalbod, by resolution of powming body or by voters, as the cases rrt 1 require, attaching copies of resolutions, if any. c) Show name of Governmental Subdivision in which land is situat*d. d) Describe nature of lands, uses of surrounding property "other sing ar facts.e) 'Give statement as to the specific use to be made of such lands. 80 Form 962 (Rev. 11/76) APPLICATION BY GOVERNMENTAL SUBDIVISION FOR CONVEYANCE OF TAX - FORFEITED LANDS Under Minnesota Statutes, Section 282.01, Subdivision 1. In the Matter of the Application of ri t v of Manl ewnnri a Governmental Subdivision, for a Conveyance of Certain Lands. Comes now Cit of m f (Name of subdivision) and alleges: 1. That applicant is a (a) Local Governmental Subdivis i n the State of Minnesota 2. That (b) 3. That there is situated in the County of Ramsey certain tax•for'feited land described as follows: (c) Section 4 Tnwnthio 29. Rangp 2? Pxcppt, be F 160 fpp Of the S 224 961100 feet of the N 834 961100 feet of tbP t F 9 acres, of the NW 1 of NF 114 of Sert inn 4, Tnwnchin 29. Rance ??• PIN n4- 29- ? ?- l2- nnn7 -9 4. That said lands are (d) Varant and irnimn_rnvpri - 1 1 5. That applicant desires to obtain said land for the following purposes and reasons: (e) RnariuyaU Ri nf_WaU Wherefore applicant prays that said lands be conveyed to it for the use stated herein. j Ci t_y of Maul ewnnd By Its Mayor and Its Manager STATE OF MINNESOTA ) ss. COUNTY OF Gary Bastian and Michael A. PlcGuire, each being first duly sworn, depose and say, each for himself, that they are respectively the - ayo r a Manager of ttve City of Maplewood that they have read the foregoing application and know the contents thwoof; and that the matters stated therein are true. Gary Bastian, Mayor Michael A. 1cGu i re, hIanagerSubscribedandswomtobeforemethis day of Notary Public, County, Minn. My Commission Expires a) State facts relative to legal organization, - b) State facts showing authorization of acquisition of Land hereinafter described, by resolution of Ing body or by voters, as the pea mayrequire, attaching copies of resolutions, if any, c) Show name of Governmental Subdivision in which twd is situated. d) Describe nature of lands, use of surrounding property and ottw simJtar fwm a) Give statement as to the specific use to be made of such lands. Actioxl b1; COu n.cil :] Bridore e MEMORANDUM Modified Re j ected _ TO: City Manager Dade FROM: Thomas Ekstrand, Associate Planner SUBJECT: Code Change - Car Washes and Maintenance Garages APPLICANT: Danco Development Corporation (John Anderson DATE: January 16, 1992 INTRODUCTION Reau,_ e= John Anderson, from Danco Development Corporation, is requesting that the City Council change the Code to allow a Jiffy Lube at 2829 White Bear Avenue. The Jiffy Lube would have. two lube bays and one car wash bay. Reason for _the Requ_es Code does not allow public garages, such as Jiffy Lube, within 350 feet of areas planned or developed for residential use on the City's land use plan. The proposed Jiffy Lube site is next to a lot with a single dwelling. BACKGROUND September 11, 1989: Council made several changes to the section of the Code on motor fuel stations and public.garages. One of the-changes prohibited major motor fuel stations and public garages within 350 feet of areas planned for residential use on the City's land use plan. The Council made these changes after Amoco applied for changes to the City's land use plan and zoning map at White Bear and 11th Avenues. Amoco's changes would have allowed them to build a major gas station with a car wash next to a house. DISCUSSION The proposed ordinance would allow maintenance garages and car washes within 350 feet of residential areas if the Council approved a conditional use permit. The City would still prohibit major fuel stations. The map on page 6 shows several undeveloped commercial areas within 350 feet of land planned for residential. These are potential new sites for maintenance garages that the City does not allow under the current ordinance. We are recommending this ordinance because: 1. It is not fair to prohibit all garages, if some are acceptable. Maintenance garages have changed over the last ten years from general maintenance to specialized maintenance businesses. The term public garage in the current ordinance covers everything from an oil change business to total car care. Specialized uses range from car washes to body shops. Some types of garages may be acceptable with certain conditions. Not only are there many types of maintenance garages, but there are a variety of types of specific uses. A car wash is an example. It would fall under the current definition of public garage. The main concern with a car wash is noise, especially from the blowers. Some car washes have blowers and some do not. The noise level of the equipment varies and sound varies with whether.you are in front of the garage door or on the side. The noise study on page 5 shows that even the noisiest car wash could be 210 feet from a residence and still meet the PCA's nighttime noise regulations. The FinaLube wash on Rice Street could be 90 feet from a residence. The City, however, requires 350 feet. This study also shows the variety of noise levels from different types of car washes. 2 Most suburban cities require a setback of Only 4 0 ' feet from a garage or car wash to a residential lot line. (See the survey on page 4.) Maplewood requires at least 350 feet. Maplewood does require at least 50 feet between other types of commercial uses and residential uses. 3. Before adopting the current ordinance, the Council approved an auto service center at the corner of White Bear and Radatz Avenues. 4. The City allows other uses that create at least as much traffic or noise within 350 feet of residential areas. The BC (business commercial) district allows fast-food restaurants and new car lots as permitted uses. The BC district also allows used car lots and outdoor recreation, including go -cart tracks, as conditional uses. Requiring a conditional use permit for garages and car washes would allow the City to judge each type of garage on a case -by- case basis. Some of these uses may be acceptable near residential areas, particularly if they were not next to a home. The Council could attach specific conditions to the permit to make sure the use would be compatible with the surrounding area. RECOMMENDATION Approve the ordinance on page 7. 2 go\memo39.mem (5-.1) Attachments 10 Survey - setbacks 2. Car Wash Noise Study 3. Lots within 350 feet of planned residential land 4-a Ordinance 3 SURVEY November 15, 1991 This survey asks how close will these cities allow an oil change garage, a car wash and a repair garage to a residential lot line. Ci y Oil Change Garage Car Wash Repair Garage Maplewood'350 feet 350 feet 350 feet Maple Grove 300 feet 100 feet 100 feet Blaine 100 feet 100 feet 100 feet Cottage Grove 75 feet 75 feet 75 feet Inver Grove Heights 75 feet 75 feet 75 feet White Bear Lake 50 feet 50 feet 50 f eet Shoreview 50 feet 50 feet 50 feet Woodbury 50 feet 50 feet 50 feet North St. Paul 50 feet 50 feet 50 feet Oakdale 50 feet 50 feet 50 feet Little Canada 40 feet 40 feet 40 feet Apple Valley 30 feet 30 feet 30 feet Fridley 30 feet 30 feet 30 feet Lakeville 3 0 feet 30 feet 30 f eet New Brighton 25 feet 25 feet 25 feet Roseville 25 feet 10 feet 10 feet Eden Prairie 20 feet 20 feet 20 feet. Newport 20 feet 20 feet 20 feet Richfield 15 feet 15 feet 15 feet New Hope 10 feet 10 feet 10 feet Crystal 5 feet 5 feet 5 feet Median Setback 40 feet 40 feet 40 feet Brooklyn Center These are not allowed next to residential Golden Valley Nothing specific based on CUP approval South St. Paul Nothing specific based on CUP approval Vadnais Heights Nothing specific based on CUP approval mb \misc \survey. car Attachment 1 4 CAR WASH NOISE STUDY The following study of four car washes gives examples of the minimum setbacks needed to limit noise levels to acceptable levels. The Minnesota Pollution Control Agency (PCA) uses 50 - 55 decibels (Db)(a soft conversation level.) for night noise levels. They use 60 - 65 Db for day noise levels. The FinaLube car wash at White Bear Avenue and Radatz Avenue would be 90 feet from the residential property line to the east. CAR WASH SETBACK IN FEET FinaMart (White Bear Ave. & Co. Rd. B) 50 -55 Db at 102 ft. No blower on Hurricane (Co. Rd. D) - Blower on With door closed 50 -55 Db at 100 ft. With door open 50 -55 Db at 210 ft. With door open 60 -65 Db at 160 ft. Octopus (White Bear Ave. & Co. Rd. C) 6.0 -65 Db at 95 fto blower on with door open Boler Express (White Bear Ave., south of 50 -55 Db at 85 ft. Larpenteur Ave.) no blower, door open We did spot noise checks of the above car washes. There is a similar FinaLube car wash to the one proposed at White Bear Avenue and Radatz Avenue on Rice Street. We did a 24 -hour sound check, 90 feet from the car wash, and found that it met the PCA sound standards. The manager told us that they washed about 50 cars with the doors open during this test. They have no blower. A blower creates most of the noise from a car wash. 5 Attachment 2 Ire J F Cull I o sAwr PA UL WN/ rE BEAR LAKE Lf s..00e wlvc 1p r9 3 t9`i _ .s VADNA/S HEIGHTS i I t ago W 1. 1 tam ' • Ire J F Cull I o sAwr PA UL WN/ rE BEAR LAKE Lf s..00e wlvc 1p r9 3 t9`i _ .s fir Mwr h C i I ago rug, t. I r r S1(YEA LAXV t 1 r ,1 p[s .r, NORM SA/sr PAUL 3 f "M pre 4 PROPOSED JIFFY LUBE LOCATION ON CORNER r Dx 0 at Pr 1 1 NOr• SA/ ^^ Nr PAuL 1 / L '• % e 4 I W Z 4 f y COMMERCIAL LOTS WITHIN 350 BBBT OF PLANNED R88IDENTIAL LAND 6 Attachment 3 ORDINANCE NO. AN ORDINANCE ABOUT MAINTENANCE GARAGES, The Maplewood City Council approves the following ordinance: (I have underlined additions and crossed out deletions.) Section 1. Section 36 -6, definitions, is changed by adding definitions for car wash and residential lot line and revising the definition of "Public Garage" as follows: Car wash: A building for washing motor vehicles. This definition does not include the occasional hand washing of vehicles stored in a parking gara e. 1414' ; Maintenance Garage: A building for the maintenance or repair of motor vehicles This definition does not include a A motor vehicle accessory installation center or car wash. ' - 6 A. ^ . Residential lot line: The lot line of any property with a residential building on it or that is planned for residential use on the city's land use plan. Section 2. Subsections 36 and (9) under conditional uses in the BC district are changed as follows: 8) Gar T,,,;3.S,]HL . Reserved,, 9) Motor fuel stations, car washes or maintenance garages, provided that in addition to the general conditions for a conditional use, the following additional conditions must be met. a. The setback of any overhead canopy shall be at least fifteen (15) feet from the street right-of- way line and five (5) feet from a nonresidential property line. b. The setbacks to a residential zene lot line in section 36 -28 (c) (6) shall include car washes, fuel dispensers or canopies. C, Major motor fuel stations er - shall be at least Ar = LL ; 6 tt^% T-" : '^ J n three hundred fifty (350) feet l' areas Jp , -, =LL=L e% if J mss£ '~'' ^'^ from a residential lot line. d. No unlicensed or inoperable vehicles shall be stored on the premises for more than forty -eight 48) hours, except in storage areas fully screened 7 t; Attachment 4 from public view. e. All trash, waste materials, and obsolete parts shall be stored within an enclosed trash container. f. All repair, assembly, disassembly and maintenance shall occur within a closed building, except minor maintenance, such as tire replacement or inflation, adding oil or wiper fluid replacement. g. The location and type of outdoor storage must be specifically approved in the conditional use permit. h. No parking space(s) shall be located within the line of vision between self- service fuel dispensers and the attendant's window. i. Noise from operations, including external speakers shall not exceed the noise standards of the Minnesota . Po_ llution . Control Agency be . mim im 4 6 area exee_.e.4.. : . 16 _JAfL :1E-Ax t 55 G I 4eei Iae' a eenversat.,*6 n. Jn 36 eSVx : ' E.Ifti e ra e tee-: jo No motor fuel station or maintenance garage within three hundred fifty ( feet of UO use a residential lot liner shall be operated between the hours of .11 p.m. and 6 a.m. k. Fuel station dispenser islands, parking areas, and drives shall be screened from residential lot lines ' in conformance with section 36-27 (c) and section 36-27(d)* 10 Parking shall be limited to paved areas. m. All new or replacement underground fuel storage tanks shall meet the standards of Minnesota Statutes and the standards of the Minnesota Pollution Control Agency. Such tanks shall also have a UL listing appropriate for their use. In addition, installation plans shall be submitted to the State Fire Marshal's office for approval. n. Leak detection shall be required for all new tanks and for existing tanks according to U.S. Environ- 8 mental Protection Agency (EPA) schedule deadlines. Leak detection facilities shall include electronic in tank) monitoring equipment as well as manual daily measurement and recording of tank levels. Records of daily tank. levels, fuel purchases and fuel sales shall always be available on site for inspect by the :Fire Marshal E, "3. O J&.. ,..,.. . o . Vents from an underground fuel . storage tank(s) shall be two hundred (2 feet from a re s ident i al 4e a s elotline. ' The city council may approve a lesser setback if the developer can prove that the typography orL existing or proposed buildings will prevent fumes from reaching a residential lot line. P 49 Car washes - ;% =4= =:I- ' shall berrv .r. . 1 V v K i \S V i V ir M V i V i l subject to the same conditions as stated for motor fuel stations, with the following additional conditions: 10 The site shall be the car wash will street or access. installed, subject city engineer. planned so that water from not drain into a public A drainage system shall be to the approval of the 20 Stacking space shall be designed to accommodate a minimum of four (4) vehicles. Section 3. This ordinance shall take effect upon its passage. Approved by the Maplewood City Council on 1992. E MINUTES OF THE MAPLEWOOD PLANNING COMMISSION 1830 EAST COUNTY ROAD B, MAPLEWOOD, MINNESOTA JANUARY 21, 1992 1. CALL TO ORDER airperson Axdahl called the meeting too er at 7 p.m. 2. ROL CALL 3. APPROVAL OF MINUTES Commissioner F' cher moved,approval of the minutes of January 6, 19 , as submit. Commissioned Martin seconded The otion passed. 4. APPROV OF AGENDA Ayes -- Anitzberger, Axdahl, Fischer, Frost, Gerke, Martin, Pearson, Rossbach Comnm ssioner Fischer moved approval of the agent a as submitted. C issioner Rossbach seconded Ayes-- Anitzber r, Axdahl, Fischer, Frost, erke, Martin, Pearson, Rossbac The motion passed. a. NEW BUSINESS a. Code Change: Car Washes and Maintenance Garages Ken Roberts, Associate Planner, presented the staff report. Mr. Roberts explained the proposed changes in the setback requirements of this ordinance. John Anderson, representing Danco Development Corporation, explained his request to change the code to allow a Jiffy Lube at 2829 White Bear Avenue. Commissioner Fischer moved the Planning Commission recommend approval of the ordinance concerning maintenance garages. Commiss Roger Anitzberger Pr sent Commissi er Lester Axdahl P esent commissiono Lorrai Fischer dresent Commissionerq. Frost Present Commissioner Ga „ ry Gerke Present commissioner Mar:,,Martin Present Commissioner Gary arson Present Commissioner Williaif'Rossba Present Commi Marvin S %mun k Absent Commissioner Brian Sinn %.Absent 3. APPROVAL OF MINUTES Commissioner F' cher moved,approval of the minutes of January 6, 19 , as submit. Commissioned Martin seconded The otion passed. 4. APPROV OF AGENDA Ayes -- Anitzberger, Axdahl, Fischer, Frost, Gerke, Martin, Pearson, Rossbach Comnm ssioner Fischer moved approval of the agent a as submitted. C issioner Rossbach seconded Ayes-- Anitzber r, Axdahl, Fischer, Frost, erke, Martin, Pearson, Rossbac The motion passed. a. NEW BUSINESS a. Code Change: Car Washes and Maintenance Garages Ken Roberts, Associate Planner, presented the staff report. Mr. Roberts explained the proposed changes in the setback requirements of this ordinance. John Anderson, representing Danco Development Corporation, explained his request to change the code to allow a Jiffy Lube at 2829 White Bear Avenue. Commissioner Fischer moved the Planning Commission recommend approval of the ordinance concerning maintenance garages. Planning Commission -2-- Minutes of 1 -21 -92 b. Commissioner Frost seconded Ayes-- Axdahl, Fischer, Frost The motion failed. Nays -- Anitzberger, Gerke, Martin, Pearson, Rossbach Commissioner Rossbach moved the Planning Commission recommend denial of the code change in sections 36 -6 and 36-. 151 (b) (8) and (9) as documented in the staff report of January 16, 19920 Commissioner Martin seconded Ayes -- Anitzberger, Gerke, Martin, Pearson, Rossbach Ayes --- Axdahl, Fischer, Frost The motion passed. Commissioner Rossbach said he voted to deny because he wanted to keep intense development, which generates considerable traffic and has the potential for generating noise, away from residential districts. Planning Commission Elections mmissioner Rossbach moved the Planning Co fission re -elect Lex Axdahl as chairperson. Commsioner Martin seconded Ay -- Anitzberger, ahl, Fischer, Frost, erke, Martin, Pearson, Rossbach The motion xs s ed . Commissioner Pe son move the Planning Commission re -elect Lorraine Fischer s vic chairperson. Commissioner Frost sl6onded Ayes -- Anitzberger, Axdahl, Fischer, Frost, Gerke, Martin, Pearson, Rossbach The. motion posed. C* Annual Rert The CoiiAission directed staff to a under. "1991 Activities" the n er of meetings at which the mmission spent time is ssing the Comprehensive Plan, ad the workshops which o a members of the Commission attended discuss special ojects, and add the zoning map changes with the land use plan changes. i i f f i MEMORANDUM A by CC?t1riCil • Ci Man ..TO: y er Endorse g FROM: Thomas Ekstrand, Associate Planner odified,. SUBJECT: Setback Approval and House Moving ReJect®d, LOCATION: 2375 Minnehaha Avenue APPLICANT: Marty Vietoris DATE: February 17, 1992 INTRODUCTION Mr. Vietoris is asking for approval to set a house back . 105 feet from Minnehaha Avenue. The house would line up with an existing garage on the lot. There used to be a house on this lot with this setback. City Code requires City approval for a front yard setback of more than 35 feet. (See the maps on pages 5 -8.) Mr. Vietoris is also asking for approval to move a One- story, 24- by 44 -foot single dwelling onto this lot. This house has white, horizontal, lap masonite siding and a hip roof. Refer to the applicant's letter on pages 10 -12 and the photos on page 9. This house is in Lake Elmo on a construction company storage yard at the northwest corner of Manning Avenue (Highway 15) and 10th Street (Minnehaha Avenue ). CODE REQUIREMENTS 1. Section 9 - 61 of the City Code states that no person may move a house onto a lot without the City Council approving it. 20 Section 36 -70 of City Code requires that each dwelling shall have a front yard setback of at least 30 feet,, but not more than 35 feet. Except that, if the majority of the dwellings on the same side of the same street and within 350 feet of the lot to be built on have a predominant front yard setback, then all dwellings or additions on that lot shall conform to that predominant setback. The Director of Community Development may allow a different setback if it would not adversely affect the drainage of surrounding properties and if any of five conditions apply. One of these conditions is that the proposed setback is necessary for health or safety reasons. There is no clear predominant setback, but all the homes within 350 feet are closer to Minnehaha Avenue than the proposed house would be. CriteriaCriteria Fo AD Section 9 -64 requires the following findings to approve a building relocation request: 11 The proposed building is compatible with those in the neighborhood it would be moved to. A determination of compatibility may be based on comparing the structure's exterior siding, height, mass, age and style of construction to the average home in the neighborhood. to which the house is to be moved and the health, safety and welfare of the community. 2. That all City Code requirements can be met. 3. That water runoff from the site will not cause an adverse effect on surrounding properties. 4. Public streets can be protected from damage. DISCUSSION Front Yard Setback The Council should approve the proposed setback, regardless of whether they approve the house moving. Someone would also need this approval to build a new house on this lot. Moving a house closer to the street than the existing garage would encroach into the low area in the front yard. (See the map on page 7.) This area collects storm water. The City Engineer stated that filling all or part of this area may cause drainage problems for the house to the west. Mr. Vietoris also said that he would have to remove two trees to move the house closer to the street. One alternative to the proposed front yard the Council to order a storm water project City's storm water plan shows a pipe under Pond. There are no plans yet to construct would allow Mr. Vietoris to fill the front house closer to the street. House Moving_ setback would be for for this area. The Minnehaha Avenue to 3M this proj ect . It yard and move the The design of this house is compatible with the other homes in the area. Placing the house as proposed should not add to the drainage problem since it is replacing a previous dwelling. The applicant, however, should submit a drainage plan to assure that the placement of this house will not cause an adverse effect on surrounding properties. Mr. Vietoris would like the Council to exempt him from the requirement for a letter of credit or cash to guarantee completion of the construction required by code. The Code allows_ the Council to require this, but it is at the discretion of the Council. The Council did require this with the last three homes they approved, which were on Larpenteur Avenue and McKnight Road. 2 RECOMMENDATION A. Approve the front setback proposed by Mr. Vietoris to allow him to place the house in line with the existing garage. Approval is because a lesser setback may cause drainage problems for the house to the west and there was an existing house on this location. B. Approve the moving of the one -story rambler -style house on the lot at 2375 Minnehaha Avenue as shown in February 14, 1992 staff report. The City bases its approval on the findings required by Code, subject to the applicant doing the following: 1. Give the City an irrevocable letter of credit or cash for 1 -1/2 times the estimated cost of completing the construction required by code. 20 Give the City a signed agreement to convey title. This agreement shall give the City the right to take possession of the house and property if the required work is not completed within 90 days after the City issues the moving permit. This agreement would allow the City the right to complete the construction required by Code or demolish and remove the structure. The City Attorney shall draft this agreement. 3. Build a driveway turnaround. 4. Put house numbers on the house as Code requires. 5. Submit a drainage plan to the City Engineer before getting a building or moving permit. This plan must show that the storm water run -off from this site will not cause -an adverse effect on surrounding properties. 3 CITIZENS' COMMENTS Staff surveyed the 31 property owners within 350 feet of the site. There were 11 replies. Five were in favor, five had no comment and one was opposed. In Favor 16 The other one burned was an eyesore. Anyway this one looks much better. (Mason, 2344 Bush Avenue) 2. I feel the property should be raised to equal height of neighbors on the south side of structure. For 21 years I've watched ponds form in the front yard, the original structure had no basement, I feel that the basement would be wet at all times. (See the map on page 13.) (Keleher, 747 Meyer Street) 3. It would improve the current lot. (Fee owner, 1775 Selby Avenue) Opposed Refer to the letter on page 14 from Robert Rubbelke, 2369 Minnehaha-, Mr. Rubbelke is also concerned about the drainage on this lot. te\vietoris . mem (36) Attachments 16 Location Map 2e Property Line /Zoning Map 3. Property Line /Topographic Map 4. Site Plan 5. Photocopy of house pictures 6. Letter from Mr. Vietoris dated November 27, 1991 7. Comments from Thomas And Evva Keleher 8. Letter from Robert Rubbelke dated December 9, 1991 ST 31 fib AV z GEh R aN% GERA a BOer AIAG AV , V p sow c Gsrwnliv, p Z Ejy10 CASE AV ESTER Z AV Cr o W BRAND L AV 32 32 o: r PWWW m Q' SE ENTH ST Eo E. ENTH ST' D Q WSH INNE AV 34 . MARGARET 68 Dons E. FIFTH ST wmwow i Rio o J LA sow _ l oc 252 a C3 AV SERVICE DR fv —z rIt1 i! !! L J 1235 1 1 111240S C . 2 mom t t i225P . .rile soft OWN I Tanners 224 ` • _. _ ) r z2 Lake 12 LOCATION MAP 4 N 5 Attachment 1 40 4W* Co swoons BUbM AV t. s i 1 747 739 Co ...... C4 N C*4 V,**-904006 0 3804 Xx PROPERTY LINE / ZONING MAP SITE 6 Attachment 2 I - *V*906906904 mi==, UINNEHAHA AVE. t3 04 22384 777 Co NN .NC CC4 765 Xx PROPERTY LINE / ZONING MAP SITE 6 Attachment 2 I - *V*906906904 mi==, UINNEHAHA AVE. PROPERTY LINE /TOPOGRAPHIC MAP 4 N 7 Attachment 3 V?N OLU •. 0.21•..• 0.6f p" O N 1 , f N 3 EXCEPTION N 0 S89 °47'15 "E 65.95 .......ti .••0.3f . US& Co vs SOUTM LIME OF THE FEET OFOF LOT 26 ' • PER FOUND N 24.92 MEAS. MONUMENTS 25. W DESC. . Le 28 *seep the win th 0.06 NJ N 6w IN y jsst to ssa - is st V4 2 N 44 W7 4.?A 2383 - PROPOSED HOUSE W DWr"]R c 2369 CY Z N 0 WEST - -9x.90 A R MINNEHAHA AVENUE M A 1i sp ed by w K umv ter ehd i WON rh der a SITE PLAN I Q N Attachment 4 3 : '#t ",,u • '!-'` - 'AWE J' S , i T1 r • • • 4 ` A^ fir otwas p uDspa . i C 9 gib., _ • - ;., .. AN s At achment 5 066f sl6t C, p".4 C,;- A.' 11 SOI / 03 Roewre. 6,c::7- 77ZAVe" i5 lvfs o,/ liNyHaf7l4 Fo/Yl C.E/f/TUIr TUE . Tv vn>s 41,010ow oo T/ so /F0 SQL /T L£ £L CviTH /c /7TH- -TO fj90 SfOWa~s Zle 7 k A-0"./77/ '1dE i-/1tE i¢iYQ /hil lot- cASEilor jjclicD•t/!s D2/Yu /id.5 T7E nBLAC all 7% TAE ffOrss IN 719,E tBO- c%!o_ 77 avt/ee2. 1cRCSlAt:J ?Jl A?ppn /S fRo-m_ 19E (.s fosy.,a ./ ! . ,5C riles AMA ^r m4%4, JA9;Wf. 4AIIIIII 1414ez, As Rfoe--.P- - /fc.Fo / 1fJEcc -- D nN6 l/. Fill 1,gq III III 47 ol &Aloe4 j6z: , w ikli ti, 4i6f 4L., 0A0e4f re pr, Ie G' .g: Pv t/S 10 Attachment 6 7rrn As.ssti.,6•ervni icrn/s Puim6n We [Ec7zicsl uJw /s Tf/ orl9- OU.vrr. irEcl2ic/z Z;1.F"oErr./ C So S a/E'dJ ?o /d£ul c.rcrn.,rn/ 565: ,/j,d- w. ;;A4qe BE ./w,ov ll/9.4 /£sfi7b i£/1FOiPn7 Bu/A / Csix/r.G,¢ 1voai( vbG svi .T C'HAN6E Rs !7' 'AS winl Tl/ dcus ,es. DuireiL svouo,p Li,rG To .i FN6i...F.t+. fi97nFoT A//c' 719.E li6setvuJ lvolc0 j.2fYr. ./TO 7T, Q4yyoo o/ DONO On/ ..3/ .P1P fe2y LlfTF. 7i 7rs, r, ofM GufIS S'ivJO ¢o .IiD /aT /P[. / r 5Ymu.O yE Jam•, sIV, 0 i.s/ccno.J - faays dUid,c£ 7ZlE /S /FTZlic- ir/9E i2 .Sd2 Low m. ili.r/yn1s7- Tv DoT. 0.* Alloo 57X 11 eo Tiles h+t7 t1 f.L Foor.r/s " j - yy ' BcxK /tea FRftrrlE - o1/Q/L £vf L . J / / / f, V/4. rlDZIS lU /L rte. J mil/ Elrou. cc- f dG , ONCE S lI/OKtO 1K. 7TfG TGy T / / //rd 1 fQsrfST 7 nlor/F is'fcr miUra TLIE 71 v (G£GliYJ4D , 12 r Z .4C / O2 v Co BUSH AVE. N N 2384 ?77 co : ch CCo! ; r-•N ,N N N 765 w . r.. u .t " c 762755r Rl 747 a I l3l N M i 2405 N C,4 : 2 3 8 3 Q11 •::• . 2391 0 cc z Y V i MINNEHAHA AVE. 1 eoo IS fzewA mi 17° N r 1 out, vFUTUREBANKSITE W/ /---v 1 91v vT rr- oop, E,/Ti C >i o c• ¢ T++ hIAT"2 DoT. PROPERTY LINE /ZONING MAP SITE Q N 13 Attachment 7 low V— IF12 e OF 7 s. J P— — - 1-!Il -dr riquza upportunity Employ& 14 Attachment 8 WNW Community Design Review Board -2- Minutes of 1 -28 -92 findings, they did not revise the site plan. He requests that the Board approve the original plan they submitted. Chairperson Mo asked the audience if th a is anyone present wishin to speak about this mat r. Art Wilde, 2464 Flandrau Street, gave two objections. r. Wilde feels that the driveway beh nd his house would d crease the value of his home. He wou d end up with this new street behind his house. He does no feel anyone wou d buy his lot with a road on two sides. Secondly, he f els it will be a hazard for small children. Brian Shelby, 2473 Fl ndrau Str et, objected to the driveway and said the plan coul be revised. He said he drew an alternative that he su fitted to the City Council at the public hearing. Since there were no furth comments, Chairperson Moe closed the public -input portion this review. The Board discussed the it Marshal's requirement for this loop drive. The Board sked Secretary Ekstrand what the impact of their motio would e if they took no action as staff recommended. S cretary kstrand explained that if the Board took "no actio ", they w ld in essence be accepting the previous plan t. e Board app oved on December 10, 19910 Boardmember'Robin on moved: Take no action. Boardmember Eri son seconded. yes- -Moe, Erickson, older, Robinson, ompson, Wasiluk Mr. Wilde explained the Counci appeals Fereviewt this is as ed what is the process n t at the Board's motion was s directive for a revised s Board's decision, the City C s issue. Mr. Arkell said that back to the Council for their Secretary Ekstrand take no action on to plan. If someone uncil would then e plans to take review. DESIGN REVIEW a. House Moving - Marty Vietoris, 2375 Minnehaha Avenue Marty Vietoris explained his plans to move a one - story, 24- by 44 -foot single dwelling onto a lot on the north side of Minnehaha Avenue, The Board discussed with Mr. Vietoris the existing drainage problems in this neighborhood. Mr. Vietoris said he will propose to the engineer that a culvert be Community Design :Review Board -3- Minutes of 1 -28 -92 placed under the street to drain into the natural retention pond on the 3M property to the south. Chairperson Moe asked for comments from the public. There were no comments. Boardmember Erickson moved approval of the placement of the one -story rambler -style house on the lot at 2375 Minnehaha Avenue as shown in the January 17, 1992 staff report. The applicant shall do the following: 1. Submit $1,000 or an irrevocable letter of credit for $1,000 to guarantee street repair that results from damages due to moving the house. 20 Submit an irrevocable letter of credit or cash for 1 1/2 times the estimated cost of completing the construction required by code. 3. Sign an agreement to convey title. This agreement shall give the City the right to take possession of the house and property if the required work is not completed within 180 days after the City issues the moving permit. This agreement would allow the City the right to complete the construction required by code or demolish and remove the structure. The City Attorney shall draft this agreement. 49 Build a driveway turnaround. 59 Provide an address as code requires. 6. Submit a drainage plan to the City Engineer before getting a building or moving permit. This plan must show that the storm water run -off from this site will not cause an adverse effect on surrounding properties. Boardmember Robinson seconded Ayes - -Moe, Erickson, Holder, Robinson, Thompson, Wasiluk b. Maplewood Mall A dition - Corporate Property Investors, 3001 White Bear A enue James Selanic, Vice esident of Corporate Property Investors, explaine plans for this project. Mr, Selanic said he ha viewed the conditions of the staff recommendat'on a d is in agreement with them. f Wr"} ` 1 raiion by, Counci MEMORANDUM Modified-...., ti<Rej ected.... TO: FROM: SUBJECT: LOCATION: APPLICANT: PROJECT: DATE: INTRODUCTION City Manager Date Thomas Ekstrand, Associate Pla ,, Cher Conditional Use Permit Revision Gervais Avenue The Cottages of Maplewood West Limited Partnership Cottages of Maplewood West February 6, 1992 The applicant is requesting that the City revise condition fourteen of the conditional use permit for the Cottages of Maplewood. They would like this condition changed to allow the site plan they originally proposed. The Council had required a revised site plan with no driveway along the west property line. The applicant has decided not to prepare a revised plan and wants to keep the driveway along the west property line. The letter from the project architect on pages 10 and 11 explains the applicant's reasons. BACKGROUND December 10, 1991 The Community Design Review Board approved the Cottages with the westerly driveway as the applicant proposed it. The Board required the building siding to be aluminum or vinyl. December 30, 1991: The City Council approved a conditional use permit for the Cottages of Maplewood West. Condition Fourteen reads as follows: 14. The CDRB shall review a revised site plan for a project of 94 to 106 units which provides for the following: a. There shall be no road on the abutting westerly property line. b. There may be two access points to the Cottages of Maplewood West project., C, There shall be berming and planting on the westerly property line to provide screening and buffering for the residential properties pursuant to City Code. d. The CDRB shall report back to the Council on the quality of the exterior materials. January 28, 1992: The Board reconsidered the site plan to determine if the applicant should drop the westerly drive. The Board moved to "take no action," thereby keeping with their previous decision to accept the site plan proposed by the applicant. DzscvssION Westerly_ Driveway In addition'to the developer's site plan on page 6, there are at least four alternatives. The developer's plan and Alternatives One, Two and Three are acceptable to the Fire Marshal. Each of these alternatives would reduce or eliminate traffic on the west side of the site, Alternative 1 (pag a. Narrow the westerly driveway to 14 feet and chain off access from the three east -west drives for emergency vehicles only. b. Widen the three east- west.drives to 24 feet for two -way traffic and add turn- arounds at the west end of each driveway. This may require that the applicant purchase at least 12 more feet of land to the north if they cannot meet the minimum setbacks. The City may be able to finance this cost with additional tax - increment financing. c. This plan would lose or require the moving of 9 parking stalls and 14 garages. Dropping parking spaces would require Council approval. To avoid this problem, the developer could extend cul -de -sacs from the ends of the east -west driveways to serve the garages and parking spaces. Alternative 2 (Daae 8 ) This plan is the same as Alternative 1, but the westerly driveway would stay 20 feet wide. This would allow the City to approve use of this driveway in the future by residents if there are no traf f is problems. Alternative . 3 (page 9 ) This alternative would be the same as Alternative 2, except that the westerly driveway would be open to residents. There would, therefore, be no loss of parking. Only residents living on the westerly drive would have to use it. The number of residential units using the westerly driveway would drop from 48 to 23. (23 is the number of garages and parking stalls accessed from the westerly driveway.) Alternative 4 (not shown The City Council proposed the fourth alternative. It would drop the west driveway. This would probably require access drives through the courtyards. This alternative would require a major site redesign. The applicant told us that this alternative would cause the loss of too many units and kill the project. 2 Building Design The Board should report back to the Counc on the quality of the exterior materials. The Board required that the building exterior be no- maintenance aluminum or vinyl siding. RECOMMENDATION I. Adopt the resolution on.page 12, revising Condition 14 of the conditional use permit for the Cottages of Maplewood West as follows: (I have underlined the additions and crossed out the deletions,.) 14. The CDRB shall review a revised site plan for a project of 94 to 106 units which provides for the following: I% A -= a Q U : 1 7- ..3'1 117" 3 /'1 .11'1..'''! w 1• • rr * w • w w 1 :a. a& . y am %W 6aw . w is I i r/ M M . \/ of r. ii r ira/ ,M V I_ i i 7 - A ir 7 . V r i i j LW , - -- Co pliance with the site plan concept labelled "Alternative 3 in the February 6, 1992 staf report. b. There may be two access points to the Cottages of Maplewood West project. C. There shall be berming and planting on the westerly property line to provide screening and buffering for the residential properties pursuant to City Code. II. Report to the City Council that the quality of the proposed exterior materials are satisfactory and consistent with other approved rental housing projects. te\cotwest.mem (10) Attachments 10 Location Map 2. Property Line /Zoning Map 3e Original Site Plan 4. Site Plan Alternative 1 5, Site Plan Alternative 2 6. Site Plan Alternative 3 7. Letter from Tim Casey dated January 16, 1992 8. Resolution 9. Community Design Review Board minutes 10.. Plans date- stamped November 25, 1991 (separate attachment) 3 t 9 rFUPLE VIEW y RADAT2 W ? ..•.Ara i t POND i (o >e (2) PRIVArE STR4AVWKOKLMANAV NTSSAB/ .4V) h 42 . ood o o NORTadi CO > R p 23 t se in 729",A22 E HLL RD to It N1f11 - .. h DE WOW AV _ cg u 4 v rr Et EVE.. SEXTANT _ h Poor ' AV XTA.N T AV Spa ps W k o ERV &! S ER CERVAIS AV : i G : CT or W •• Q VIKING AY.TAE 36Rr0000 CO A V Knuckle Heod L oke 5 E AV ftAL COPE ca avi 6 H t= son t3 = AU R I E Le ms,. . cr T LA R 1 E RD wood v W o A H 2 AV 25WYCO « „RD v o 2 R AV v Q IV p* 00 O ELDRIDG Ad 0% RECAP A'ILLMAN AV EQripyRIS /V RY- a s AV . NORTH AV 26 600 C0 29 LOCATION MAP 4 Attachment 1 A.., , : + , G 04J N T Ynvt -- R . D = --• -- s; ,• : - ..- . ... _ . W code Of O*dffew So COO 411M 100. 4111- OIL i M •i ISAO . qqt iiiia" so I *I rob) • ts tv jslbi s , . • • , 50 ..,r... .. 0410 0 lose to 10 uwd* win NK PAN • . ». - 1778 177 . -. ... 1 •— OF 2 to 1 f . y •- c»> ' • •i 2556 R1 >>r , t „ '« _ ... 2 5 %5 O 2 554 - :•• ,: 2548 2549 54 - 0. at , ..._ _ _. _ •W , 6 '• 1 2542 well Of , s 254Q 2541 • 1C R ter. ststl '' C' 25* 5 3 5 o' Q 2 514 •. • •• lw , 2525 t 32 •u --., i22740.- 02526 •2522 ", , art H g 0••t ftee &n o" 2504 •'• C7C • ... V46016 v J• so • Itoo) z4o {::.:.:.:.: ,..,, , RAINBOW F000s WWETLANDS Masson r ONK 24 •:•:': SIT •••.•.,.;...•.;..... ., WE .•.•.•.•.. •:•.• • • v _ _ CE • .. ...P ,` S. s 3 .r.. ... ON W :••:•:• X::::: = : ::•.• t U 95 _2416 .:.:.:•: ••• , 'G h : _ 17251733 •• R1 Li in to , !•,•••.• •i • 1 I • 10 . iii ,•..• • .: 4v O o 1700 • • I M1 M I • M1 • LBC • PROPERTY LINE /ZONING MAP QSITE 5 Attachment 2 Q N rl 20 EMERGENCY VEHICLE ACCESS 2 0 ri Z i S p,V GEa'r ORIGINAL SITE PLAN 6 Attachment .3 J w 4 N VEHICLE TURNAROUND EBICLE TURNAROUND DRIVEWAY WIDTH 12 VBHICLB TURNAROUND NMI i EXERGENCY VEHICLE ACCESS THIS PLAT WOULD LOSE 9 PARKING STALLS AND 14 GARAGES CHAINS — NO ACCESS TO THIS WESTERLY DRIVEWAY tV 1S A E GE A G. i SITE PLAN lLTiTZVE 1 7-Attachment 4 4 N VEHICLE TURNAROUND VEHICLE TURNAROUND MERGENCY VEHICLE ACCESS THIS PLAN WOULD KEEP THE WESTERLY DRIVEWAY WIDTH AT 20' AS PROPOSED. IT WOULD BE CHAINED OFF, ACCESSIBLE ONLY TO RMERGENCY VEHICLES. CHAINS — NO ACCESS TO THE WESTERLY DRIVEWAY ENVE sf S A SITE PLAN ALTBRNATIV$ 2 R Attachment 5 4 N 119NO LEFT TURN" SIGN WETLAND yj lillilliqp ii r'a • fir;: : ::.•:•:;•:••:• ••:: RIGHT TURN" SIGN : • • :•: •::•::::.: ::; :. :. •:::•: : . RGENCY 'PSBICLE - ACCESS .30 .. •:: 1S YSavaG SITE ALTERNATIVB 3 Attachment 6 4 N i r n V ` January 16 , 1991 Mr. Jerry Mogren Cottages - Maplewood West 10116 - 67th Lane North Stillwater, MN 55082 RE: Site Plan Dear Jerry: ARCH!T=&-!% DEVELO K. WSTER PLANNING SPACE PLA rY1;4 INTERIOR DES#'GN I looked into the Maplewood City Council's recommendation that we remove the one way road along the western edge of the site. The following outlines my findings as to the impact this would have. 1. Public safety ;sue a . By removing the road, we would still have to provide some form of paved surface for the emergency vehicles, probably a 16' wide strip of bituminous. This access road then would have to be locked and chained so that only emergency vehicles can get in. To do so, they would, in an emergency, have to get out of their vehicle and cut the chain. I know fire engines have chain cutters, but I am not sure if ambulances have them. b. This access road would have to be kept clear of snow if the winter time. Although you would hire a snots removal company to remove your snow, there is always the risk that they will forget the key to get to the road, delaying the snow removal, and thus increasing the risk of emergency vehicles not being able to access the buildings on the west edge. C, We met with Jim Embertson, Mapl ewood' s Eire Marshall. He expressed concern that the three roads leading to the access road, which would become dead ends, may become blocked with cars parking at or near the dead ends, thus making it hard for emergency vehicles to pass. 2. Created dead ends a. As I mentioned above, we would have three dead ends roads. These dead end roads would need to have some form of turnaround at the end of them. Our options are either a large 60' radius cul -de -sac or a "T" type conf igurat ion In both cases, we would need to conf figure the roads such that they are closer to the units making it less desirable to live in them. They would also take up more area increasing paved surface . area. b: By creating dead ends, I think you will have the potential for clumsy traffic pattern. If someone were to drive down the wrong road, they must somehow turnaround and comeback. vv iv !.., v 092 10 Attachment 7 Mr, Jerry Mogren January 16, 19.92 Page Two c. One other item is that if we were to change the road to all two way traffic, we would have three points on the site where drivers may drive toward the existing residential area instead of one. This would create three times as.many spots where headlights may shine into residential areas. 3. Loss f.p, ark ng__sDaces : The minimum parking spaces we would lose is 23 We would not be. able to relocate all of them due to setback requirements ana building placement, Also, if we could relocate all of them, they would not be properly distributed for the residents who live on the west side of the site, thus making it harder to park and get to their units. 40 Wideninc the roads by .4' : Because the roads as drawn are one way, we were able to keep the widths of them down to 20 By converting them into two way traffic, we would need to make them wider by 4 or 12 total. This obviously will force the building to get closer together and probably force the roads to be closer to the units. This, we feel, could take away from the openness of the site and reduce green area. In regards to your site, I have not been able to think of any pros, only cons. It seems a shame to inflict much damage on a site that probably will not have that much traffic on it anyway. When laying out the site, we tried to maintain as much green space and open areas as possible. If we are required to make these alterations, the impact would make it less desirable for the people who live in the cottages. If you have any questions, please call me. Also please let me know in what di.. recticn T are to proceed. Sincerely, WA Cron inuum im Casey, A TC :med c: John Arke l l Bruce Mogren Tom Ekstrand 11 CONDITIONAL USE PERMIT RESOLUTION WHEREAS, Cottages of Maplewood West Limited Partnership applied for a conditional use permit revision for the Cottages of Maplewood West planned unit development. WHEREAS, this permit applies to the undeveloped property on the north side of Gervais Avenue, east of Flandrau Street. The legal description is: The North 6 8 9 64 feet of the South 989 9 6 4 f eet of Lot 2, the North 284.67 feet of the South 989.64 feet of the West 15.0 feet of Lot 1, and the South 704.97 feet of Lot 1, all in E. G. Rogers Garden lots, Ramsey County, subject to Gervais Avenue road easement. WHEREAS, the history of this conditional use permit is as follows: 1. The City Council approved this conditional use permit on December 30, 19910 2. The City Council held a public hearing to consider this revision on 1992. City staff published a notice in the paper and sent notices to the surrounding property owners as required by law. The Council gave everyone at the hearing a chance to speak and present written statements. The Council also considered reports and recommendations of the City staff and Planning Commission. NOW, THEREFORE, BE IT RESOLVED that the City Council revise Condition 14 of the conditional use permit for the Cottages of Maplewood west for the following reasons. 10 The use would be located,.designed, maintained, constructed and operated to be in conformity with the City's Comprehensive Plan and Code of Ordinances. 2. The use would not change the existing or planned character of the surrounding area. 3. The use would not depreciate property values. 4. The use would not involve any activity, process, materials, equipment or methods of operation that would be dangerous, hazardous, detrimental, disturbing or cause a nuisance to any person or property, because of excessive noise, glare, smoke, dust, odor, fumes, water or air pollution, drainage, water run -off, vibration, general unsightliness, electrical interference or other nuisances. 12 Attachment 8 5. The use would generate only minimal vehicular traffic on local streets and would not create traffic congestion or unsafe access on existing or proposed streets. 6. The.use would be served by adequate public facilities and services, including streets, police and fire protection, drainage structures, water and sewer systems, schools and parks. 7. The use would not create excessive additional costs for public facilities or services. 8. The use would maximize the preservation of and incorporate the site's natural and scenic features into the development design. 90 The use would cause minimal adverse environmental effects. Condition 14 shall be revised to read: 14. The CDRB shall review a revised site plan for a project of 94 to 106 units which provides for the following: a. Compliance with the site plan concept labelled Alternative 3" in the February 5, 1992 Staff report. b. There may be two (2) access points to the Cottages of Maplewood West project. c. There shall be berming and planting on the westerly property line to provide screening and buffering for the residential properties pursuant to City Code. d. The CDRB shall report back to the Council on the quality of the exterior materials. Adopted , 1992. mb \res \cottages.cup 13 MINUTES OF THE MAPLEWOOD COMMUNITY DESIGN REVIEW BOARD 1834 EAST COUNTY ROAD B, MAPLEWOOD, MINNESOTA FEBRUARY 11, 1992 1. CALL TO \0RDER Chairperso'q Moe called the meeting to order at 7 p.m. 20 ROLL CALL Donald Moe Pres t Marvin Erickson Pre ent Michael Holder P sent Marie Robinson resent Bruce Thompson Present Scott Wasiluk Absent 30. APPROVAL OF MINUTE Boardmember ThonfSson moved to dispense with minutes of 1- 28 -92. Boardmember E ickson seconde Ayes- -Moe, Erickson, Holder, Robinson, Thompson 4. APPROVAL AGENDA Boardm ber Erickson moved approva of the agenda as submitted. BoarAmember Holder seconded 5. UNFINISHED BUSINESS Ayes - -M e, Erickson, Holder, Robinson, Thompson a. Site Plan Reconsideration - Maplewood Cottages West, Gervais Avenue Secretary Ekstrand explained that this project is before the Board again for review and reconsideration of the exterior materials. Bruce Mogren spoke representing the applicant. Mr. Mogren said a maintenance -free exterior is planned for this project. Boardmember Robinson said her notes reflect that the applicant proposed vinyl or aluminum siding at the December 6 Board meeting. Chairperson Moe asked Mr. Mogren if they had reconsidered the location of the westerly driveway. Mr. Mogren said they have discussed this with the architect for the project and they will attempt to minimize the traffic on the westerly driveway by making the east -west roads two -way roads. The Board members discussed the various westerly driveway alternatives proposed in the staff report, Community Design Review Board -2- Minutes of 2 -11 -92 Boardmember Erickson moved acceptance of the staff recommendation changing Condition 14 to read. 14 . The CDRB shall review a revised site plan for a project of 94 to 106 units which provides for the following: a. Adoption of the resolution revising Condition 14 of the conditional use permit for the Cottages of Maplewood West as follows: 1) Compliance with the site plan concept labelled "Alternative 3 in the February 6, 1992, staff report. 2) There may be two access points to the Cottages of Maplewood West Project. 3) There shall be berming and planting on the westerly property line to provide screening and buffering for the residential properties pursuant to City Code. b. Report to the City Council that the quality of the proposed exterior materials is satisfactory and consistent with other approved rental housing projects and is vinyl or aluminum siding. Boardmember Robinson seconded Ayes - -Moe, Erickson, Holder, Robinson, Thompson 6, DESIGN REVIEW 70 VISITOR PR SENTATIONS 8, BOARD PRESE ATIONS Boardmember Th mpson reported o the February 10 Council meeting. 91 STAFF PRESENTATI N5 a. Board Member olunte for the February 24 Council Meeting: Mike Holder b. Tentative Februa 25 Review Board Agenda: 1) Building ddl* ion to Mounds Park Academy 2) Temporar Sign Code Amendment C., City Image - Director Request for Input The Cit needs to entice business into Maplewood and improve the Ci 's image with developers. The City Council needs to improve communication and relationships between Boards and I AGENDA REPORT AGENDA ITEM G r Ant" ion by Counc TO: City Manager EndorsecL. ...._..... FROM: Assistant City Engineer - Bruce A. Irish. Red eat ed_... SUBJECT: Highwood - McKnight Outlet, Project 90.10 Date DATE: February 17, 1992 Introduction The Public Hearing Mailing List for the subject project is transmitted herewith.. - A resolution to order the project is attached. Background A question regarding the cost of the proposed sanitary sewer and services., on McKnight versus the special assessment recovery was previously raised. The assessment cost recovery is $35,000. The estimated total cost of the sanitary sewer and services is $62,000. The difference of $27,000 would be funded as p art of the proposed general obligation financing. The proposal to use part of the excavation from _Pond 12 to create atennis /basketball site in the southeast corner of Pleasantview Park is premature. The city is still in the process of comprehensive planning for the development of Pleasantview Park. Recommendation It is recommended that the council order this improvement as stated in the resolution. BAI RESOLUTION WHEREAS, after due notice of public hearing on the construction of storm sewer, sanitary sewer and services, and stormwater ponding areas as part of Highwood - McKnight Outlet, City Project 90 -10 a hearing on said improvement in accordance with the notice duly given was duly held on February 24, 1992, and the council has heard all persons desiring to be heard on the matter and has fully considered the same; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MAPLEWOOD, MINNESOTA, as follows: 1. That it is advisable, expedient and necessary that the City of Maplewood construct storm sewer, sanitary sewer and services, and stormwater ponding areas as part of Highwood - McKnight Outlet, City Project 90 -10 as described in the notice of hearing thereof, and orders the same to be made. 2. The city engineer is designated engineer for this improvement and is hereby directed to prepare final plans and specifications for the making of said improvement. 3. The project budget is amended to $914,000. The project financing shall be as follows: Special assessments $304,600 Cash payment from Gonyea 57,600 Payment from Ramsey County 20,000 General obligation 531,800 TOTAL 914,000 MAILING LIST PUBLIC HEARING HIGHWOOD /McKNIGHT OUTLET PROJECT 90-10 FEBRUARY 24, 1992 8 P.M. NOTICE OF HEARING OF IMPROVEMENT TO WHOM IT MAY CONCERN: WHEREAS, the City Council of the City of Maplewood, Ramsey County, Minnesota, deems it necessary and expedient that the improvement hereinafter described, be made, NOW, THEREFORE, notice is hereby given that the city council will hold a public hearing on said improvement at the following time and place within the said city: DATE; February 24, 1992 TIME: 8 p.m. LOCATION: City Hall Council Chambers 1830 East County Road B Maplewood Minnesota 55109 The genera( nature of the improvement is the construction of Project 94 -10, McKnight/Highwood outlet, including construction of storm sewer and pond acquisition and development, together with sanitary sewer main, in the following- described areas: Generally bounded by Linwood to Boxwood and McKnight to Ferndale THE TOTAL ESTIMATED COST OF SAID IMPROVEMENT IS $914,000. It is proposed to assess every lot, piece or parcel of land benefited by said improvement whether abutting thereon or not, based upon benefits received without regard to cash valuation. Persons desiring to be heard with reference to the proposed improvement should be present at this hearing. This council proposes to proceed under the authority granted by Chapter 429 MSA. Dated this 10th day of February, 1992. BY ORDER OF THE CITY COUNCIL Lucile E. Aurelius, City Clerk City of Maplewood Minnesota Publish: Maplewood Review February 12, 1992 and February 19. 1992 AFFIDAVIT, OF MAILING ASSESSMENT HEARING NOTICE STATE OF MINNESOTA SS. COUNCIL OF MAPLEWOOD Luclille E. Aurelius being first duly sworn, deposed and says: am a United- States citizen, over 21 years of age, and the city clerk of the City of Maplewood, Minnesota On February 12, 1992, acting on behalf of the said city, I deposited in the United States Post Office at the City of North St. Paul, Minnesota, copies of the attached notice of hearing on proposed Project 90-10, Highwood /McKnight Outlet, enclosed in sealed envelopes with postage thereon fully prepaid, addressed to the following persons at the addresses appearing on the attached copy of the mailing list. There is delivery service by United States mail between the place of mailing and the places so addressed. oe Signature rtsubscribedandsworntobeforemethis /-Z day of , 7. j1992. Notary Public WALTER M. GEISSLER NOTARY PUBWC • MINNESOTA HENNEPIN COUNTY my oonurrabn 69ira 3.2843 PRUE I OF 3.D/P NOo 6 194 UNIT 02-04-1992 PROJECT NO, 90-10 HIGHWOOD/NcKNIGHT OUTLET 00 PROJECT SUMMARY EA SEC-13—T-213—R-22-00-13 48 PARCELS ASSESSED STORM SEWER ITEM QUANTITY PER RATE EA. ASSESSMENT SANITARY MAIN 000 UNIT AT 2,750. Wel EA.00 SANITARY SERVICE EA AT 0508000 EAR 00 STORM SEWER 48.000 UNIT AT 525.000 EA. =025 2010.00 STORM SEWER PARK PER SF AT 0a025 EA. = ASSESSMENT C--13- T- 28 -R -22- COQ -21 .17 -PARCELS ASSESSED ITEM QUANTITY PER RATE ASSESSMENT SANITARY MAIN UNIT AT 2,750a Wel EA.00 SANITARY SERVICE EA AT 750v 000 EA STORM SEWER UNIT AT 5259000 EA.00 STORM SEWER PARK SF AT 0o025 EA. SEC-13—T-28—R-22-00-22 43 PARCELS ASSESSED ITEM QUANTITY PER RATE ASSESSMENT SANITARY MAIN UNIT AT 21 750.000 EA. =0, 0,0 SANITARY SERVICE 0. 000 EA AT 750*000 EA* =0 STORM SEWER UNIT AT 525a 000,EA, =24 00, STORM SEWER PARK 103 914.000+SF AT 0a025 EA. =2 5971*8_5 SEC-13—T-28—R-22-09-23 86 PARCELS ASSESSED ITEM QUANTITY PER RATE ASSESSMENT SANITARY MAIN Lz,a LALAel UNIT AT 2,750.00 EA. =v-% 00 SANITARY SERVICE 000 EA AT 7509000 EA. =0. 00 STORM SEWER UNIT AT 525a 0,00 EA* =44 100.00 STORM SEWER PARK 227,538m@00 SF AT 09025 EA. =5,688, 45 SEC-13—T-28—R-22-00-24 8 PARCELS ASSESSED ITEM QUANTITY PER RATE ASSESSMENT SANITARY MAIN UNIT AT 21750.000 EA. =oc, SANITARY SERVICE 000 EA AT 750.000 EA. =00 STORM SEWER 000 UNIT AT 525a@0e,EA. =8 00 STORM SEWER PARK SF AT 09025 EA. = PAGE 2 OF 3 D/P NO. 6194 02 -04 -1992 PROJECT NO, 90-10 HIGHWOOD /McKNIGHT OUTLET PROTECT SUMMARY SEC- 13— T- 28- R- 22 -00 -31 4 PARCELS ASSESSED LTEM QUANTITY PER RATE ASSESSMENT SANITARY MAIM 0.000 UNIT AT 2 s 7M 0O0 EA. _00 SANITARY SERVICE 0.000 EA AT 750v 000 EA. =f0.00 STORM SEWER 8S. @O0 UNIT AT 4525.000 EA. =44, 625.00 STORM SEWER PARK SF AT 0.05 EA. _t0.00 SEC- -13— T- 28— R- 22—QQ -32 36 PARCELS ASSESSED ITEMS QUANTITY PER RATE ASSESSMENT 1 SANITARY MAIN 7,000 UNIT AT 2, 750.000 EA. =191250a 00 SANITARY SERVICE 7.000 EA AT 750* 000 EA. =5, 00STORMSEWER62.000 UNIT AT 525a 00e EA. =215550.0 +0 STORM SEWER PARK 0.000 SF AT 09025 EA. = SEC- 13— T- 28 —R -22- 00-33 68 PARCELS ASSESSED 5 ITEMS QUANTITY PER RATE ASSESSMENT I 1 SANITARY MAIN x.000 UNIT AT 2 750.EAa =00iLK.+ r SANIT SERVICE s. 000 EA AT 750a@00 EA. =2 `50.00STORMSEWER68.00x2 UNIT AT 525a 000 EA. =35, 700.00STORMSEWERHARK000SFATEA.0.010 SEC- 13- T- 28— R- 22 -00 -34 6 PARCELS ASSESSED t ITEM QUANTITY PER RATE ASSESSMENTSSMNT I - SANITARY MAIN 0.000 UNIT AT 2 750.000 EA. =0.00 SANITARY SERVICE 0.000 EA AT 750v000 EA. _ STORM SEWER 5.000 UNIT AT 525.000 EA. _ j STORM SEWER PARK 3 10, 800. 000 SF AT O. 025 EA. _7 770. 00 PH ti SEC- 13— T- 28— R- 22 -00 -42 36 PARCELS ASSESSED ITEM! s!t QUANTITY PER RATE ASSESSMENT r-- NN - -M- s Fj SANITARY MAIN 0.0012+UNIT AT 2, 75eis 000 EA. = SANITARY SERVICE 0.000 EA AT 7509000 EA. _ STORM SEWER c. 000 UNIT AT S525. 00e[EA. =18, y 0 . STORM SEWER PARK 0.000 SF AT k . k 25 Ea. _ Y 71 i i PAGE 3 OF 3 D/P NO. 6194 02 -04 -1992 PROJECT NO, 90 -10 H I GHWOOD / McKN I GHT OUTLET PROJECT SUMMARY GRAND TOTALS 422 PARCELS ASSESSED ITEM QUANTITY PER RATE ASSESSMENT SANITARY MAIN UNIT AT $2,7508000-EA. =s27, 500. ft SANITARY SERVICE EA AT *07508000 EA. STORM SEWER 484.000 UNIT AT **$525.000 EA. =254 STORM SEWER PARK 642,252a 000 SF AT * *t0.025 EA. _S 16, 056.30 TOTAL. AMOUNT ASSESSED FOR THIS PROJECT =X305 , 156.30 PROJECT NCI. 90 -10 HIGHWOOD /McKNIGHT OUTLET D/ P N0. 6194 WMG PUBLIC NEARING QUANTITY CHECK LIST COL. 1) = SANITARY MAIN - UNIT COL. 2 j = SANITARY SERVICE - EA COL. 31 = STORM SEWER UNIT COL. 41 = STORM SEWER PARK - SF PAGE 1 OF 9 02-04 -1992 PIN NO.COQ. 1 COL 2 COL 3 COL 4 13-28- 22-13-0002 0.00 0.00 left 0000 i3- 28- 2E- 13 -0Q3 0.0¢0. QQ I000 0 13- 8 -22 -i3 -0004 0. 00 0.Q 1.00 @. 00 13-- 28 -22 -13 -0005 0000 0.00 1.00 0.00 13- 28 -22 -13 -0009 0000 0.00 1.00 0.00 138- 22 - 13 - 00 I 0 0.00 0.00 1.00 0.00 13- 28 -22 -13 -0011 0.00 0.00 1.00 0.00 128 -22 -13 -0012 0.00 0.00 1.00 Q. 00 13- 28 - 22 - 13 - 0013 0000 0.00 1.00 0000 13 -28 22 -13 -0014 0200 Q. 00 1.00 0.00 13-0890 0600 1000 0000 13- 28 -22 -13 -0018 0000 0000 1000 0. 0o 13 - 28 -22 -13 -0017 0.00 0900 1000 06 EDO 13- 28 -22 -13 -0018 0. Q 0 Q. 0 0 1.0 Q. ¢ 13- 28- 22- 13 -0t19 0. oo 0.00 1.00 0.0 13- 28 22- 13 -Oi20 00 0.00 1.00 0.00 13- 28 -22 -13 -0023 0000 0000 1000 0000 13- 28 -22 -13 -0024 0000 0000 i. 00 0. 00 13- 28 -22 -13 -0025 04100 0.00 1.00 0.00 13- -28 -22 -13 -0026 Q. OQ 0000 1000 Coo 13 - 28 - 22 -13 -0027 0. tti0 Q. 00 1000 0. 1dk 13- 28 -22 -13 -0028 0.00 0.00 1.00 0.00 13- 28- 22- 13- 00294.00 0. 00 1010 @a 0.013- 28- 22 -13 -0 +30 0000 1000 0000 13- 28 -22 -13 -0031 0.10 0.00 1.00 0.00 13- 28 -22 -13 -0032 0 . 00 0000 1.00 @. 0o 13- -E8 -,2 c -13 -0033 0.00 0.0d i . ct 0. 0 0 13- 28 -22 -13 -0035 0000 0.00 1.00 0. 00 13- 28- ,c2- 13 -iZc 36 0. Q0 06 Qt0 1.00 1. 00 13- 8 -22 -13 -0037 0.00 i. 0Q 1.00 0.00 13-- 28 - 22 -13 -0038 0.00 0.00 1.00 0.00 13- 28 -22 -13 -0039 0.00 0. 0 1.00 0.00 13- 28 -22 -13 -0040 0.00 0000 1800 0.00 13-28 -22 -13 -0041 0000 0800 1600 0. oo 13- 28 -22 -13 -0043 0. ee 0000 1000 0000 13- 28 -22 -13 -0044 0.00 0000 1000 0.00 13- 28 -22 -13 -0045 0600 0000 1.00 000013- 28 -22 -13 -0046 0000 0000 1.00 0 00 13--28 -22 -13 -0047 0000 0000 1000 0.00 13- 28 - 22 -13 -0048 0000 0.00 1.00 0000 13-28.-22-13-0049 0.00 1.Ot At.0kA 13-- 28 - 22 - 13 -0050 0000 0.00 1.00 0000 13-28-22-13-0051 0000 0.00 1.00 0800 13- 28 -22 -13 -0052 0.00 0.00 1. 00 0000 13- 28 -22 -13 -0053 0000 0.00 1000 0000 13- 28 -22 -13 -0054 0000 0000 1000 0000 13- 28 - 22 -1 -0055 0000 0800 1000 0.00 0000 1800 0000 13- 28 21 -005 Q. 00 0000 14.00 0800 13- 28- 22- 21 0tcb 00 0.0r 5.00 0000 . 0 PROJECT NO. 90 -10 HIGHWOOD /McKNIGHT OUTLET PAGE 2 OF 9 02 - 1992 A 4 t i D/P NO• 6194 WMG QUANTITY CHECK LIST COL. 1) = SANITARY MAIN UNIT COL. 2) = SANITARY SERVICE - EA COL. 3) = STORM SEWER - UNIT COL. 4) = STORM SEWER PARK - SF PUBLIC HEARING PIN N0•COL 1 COL 2 COL 3 COL 4 13- 28- 22- 21 -Ot07 00 0.00 1.00 0. 0 13- 28 - 22 - -(4008 0.00 0.00 1.00 0000 13-- 8- 22- 1 -00t9 0.00 0400 1.014 0000 13 -8 - -21 -0010 0.00 0.00 1.00 0.00 13--8- 22--21 -0011 0.00 0.00 1.00 0.00 13- 28 -22 -21 -0018 0.00 0000 1.00 0.00 13- 28- C2 -21- 0013 0.00 0.00 1.00 1-- 28 -22 -1 -0014 0.00 0.00 l • 00 0.00 13-. 28 -22 -21 -0015 0.00 0.00 1.00 0000 13- 28 -ca -21 -0016 0.010 0.00 1.00 0800 13- 8-- r -21 -0017 0.00 0.00 I g o e 0000 13- 28 -22 -21 -0018 0.00 0.00 1.00 0.00 13-28,22-21-0019 0.00 0000 1000 0.00 13- 28 -22 -21 -00 0.00 0000 1.00 0.00 13- 8- -E2 --C2 -0030 0.Ot 0.00 1.00 0.00 13- 28 - 22 - 22 -0033 0.00 00 1.00 0.00 16--28- t'- C- 01c34 I. 00 0.00 1. 0 1d. 0th 13- 28 - 22 -22 -0035 0. Q0 0.00 1.00 0.00 13- 28 -22 - 22 -0036 0.00 0.0sZ 1. id1 00 13- cc ^ 8- 2222 -0t37 0.00 0. Q0 1. 0 0.00 13- 28 -22 -22 -0038 0.00 0.00 1.00 0. VD0 13- ES -22 -22 -0041 0.00 0.00 1.00 0.00 13--28 -22 -22 -0042 0000 0.00 1 • k0 0.00 1 s- 28 -22 -22 -0043 0.00 0. 00 1.00 0010 13- 28 -22 - 22 - 0044 0.00 0000 1.1 0 00 ;Z) Q) i3- 28 -22 -22 -0045 0.00 0.00 1.00 0010 1.3 `- Otc46 10 1 1 .10 13- 28- =: -22 -1047 0.00 13-28- -22 -22 -0048 0.00 0.00 A0 00 13-- 28- 22- 22 -Q049 0.00 0. IZO 1.01Z 01Z 13 -28- 2- 22 -050 0.00 0. 0 1.01c 0. ED Q1 13- 28 22- -22- (t51 0.00 0. 0 1.00 0.0Q 13-28-0.00 0 • e0 1.00 0.00 13- -8- c'2 - 22 -0053 00 0.010 1.00 0.00 13- 28- 22 -22 -0055 0• AC 0 0.00 1.00 0.01 13- 28 -22 -22 -0056 0.00 0.00 1000 13- 28 -22 -22 -0057 es ee 0600 1600 0.00 13- 28 -22 -22 -0058 0000 0800 1.00 0.00 13-28-22 0.00 0. 00 1.00 0000 13-28-22-22-0060 0.00 0000 1000 0000 13- 28 -22 - 22 -0061 0000 0000 11900 000 13-0.00 0800 1000 0 13- 28 -22 -22 -0063 0000 0800 1001 0.00 13- 28 22 -0064 @g oo 0.00 1.010 0000 13- 28 -22 -22 -0067 0.00 0.00 0000 11 3914.00 13- 28 - 22 -22 - 0169 0. 00 0801 4. 00 0900 13- 28 -22 -22 -0070 0000 0800 1.00 0.00 13-28-22-0. 00 0.120 11900 0000 13- 28 -22 -22 -0075 0.00 0.00 18014 0900 13- 28 - 2i-22 -0076 0.00 0.00 2. 00 0.00 13- 28 -22 -22 -0077 0.00 0000 1.00 0000 PROJECT NO• 90 -10 HIGHWOOD /McKNIGHT OUTLET D/P N0s, 6194 WMG QUANTITY CHECK. LIST COL• 1 f = SANITARY MAIN - UNIT PUBLIC HEARING WAGE 3 OF 9 02 -04 -1992 COL. 2) = SANITARY SERVICE - EA COL.. 3) = STORM SEWER - UNI COL. 4) = STORM SEWER PARK - SF PIN N0.COL 1 COL 2 COL 3 COL 4 13- 28 - 22 -22 -0078 0600 0.00 1000 0.0013-28- 22 -22 -0079 0000 0600 1.00 0. 00 1328 -22 -22 -0080 0000 0000 1.00 0.00128c, 2 -0081 0000 0.00 1000 090013- 8 -22 -22 -0082 0000 0000 1000 0. 0 13- 28 - 22 -22 -0083 0000 0.00 1000 0000 13- 28 -22 -23 -000 0.00 0.00 1000 0000130.00 0.00 1.00 Q. 0013-- c ^8-- c ^E -23 -0004 0. IZrO 0.0e 13-- 28 - 22 -23 -0000 0.00 Qt. 00 1.00 0.0013-28-22-23-0009 0.00 @.00 11000 13- -28 -22 -23- 0010.00 0.00 1000 13-28-m 0.00 0. k0 1800 0.0013 - 28 -22 -23 -0012 0.0013 - 8 - 2 - - :3 -0s 13 0.00 0.00 1.00 0013--28 - 22 - 23 -0014 0.00 0.00 1000 0.00ls- 28- ::- 23 -01Z 15r id. 00 0000 1000 0.0013- 28 -22 -23 -0016 0000 1.0o 000013 -28- 22 23--0017 0.10 0.00 1.01 09 k 'D013- c8 - 22 - -0018 0.00 0000 1.0oC 0.0013- t8 -22 -23 -0019 0.00 0000 1. 00 13- 28 -22 -23 -0020 0.00 0.00 1.00 0000 0000 0000 1000 @ 0013- 28 -cE -23 - 002 0000 0000 1.00 0000 0000 0.00 1.0td 13- c8 -22 -23 -0024 0000 0.00 i . 00 k0 0.0013- t8 -22 -23 -0025 0900 06 Oki 1328- c'2 - 23 - 00`8 Q, Q0 0.00 1.00 0.0e13- 28 -22 -23 -0027 13008 0.00 0.00 1.00 0.0013 - c8 - c - 23- iZi9 IZ. QlI 0.00 1 • Id0 0013- 28 -22 -23 -0030 0.00 0.00 1.00 0000 0.00 0.00 1.00 080013- 8- 22 3 -0, 2 0.00 Q. 00 1.00 0.0013- 28 - 22 -23 -0133 0.00 0.00 1, 00 0.0013- 28 -22 -23 -0035 0000 0.00 1.00 0.0013- 28 -22 -23 -0038 r' 0.00 0.00 1.00 0• te - -i"y 13 28 22 23 0037 0.00 0.00 1.00 13- 26- 22- 23 -00, 8 0000 0.00 13- 28 -22 -23 -0039 0000 0.00 1.00 0.0013- 28 -22 -23 -0040 0000 0.00 1.00 D. k 013= 28 - 22 -2 -0041 00 0.00 1.0Q 000013- U -22 -23 -0042 0000 0.00 1000 0914,1013- 28 -22 -23 -0043 0. 00 0000 1600 000013- 28 -22 -23 -0044 0.00 0. 00 1600 0. 0 013- 28- -22 -23 -0045 0.00 0.00 1000 000013- 28 -22 -23 -0046 0000 0000 1000 00 ;Q 013- 28 -22 -23 -0147 0000 0000 1. Quid Qt 0013- 28 -22 - 23 -0048.0000 0000 1.00 11328- c:2 =23 - 0149 0.00 0.00 1.0.0 0.0t @n o@@ 1 e 6666. f t i f : EI PROJECT NQ. 90-10 HIGHWQOD /McKNIGH.T OUTLET WAGE 4 OF 9 02 -04 -1992 DIP N00 6194 WMG PUBLIC HEARING QUANTITY CHECK LIST COL. 11 = SANITARY MAIN - UNIT COLO 2) = SANITARY SERVICE - EA COL. 3) = STORM SEWER UNIT COL. 4 ) = STORM SEWER PARK - SF PIN ND.COL 1 COL 2 COL 3 COL 4 13- 28 -2' -E3 -0051 0.00 1. oe i 3- 8- c ^ -23 -0052 0. Q 0. 00 1. 13- 28 -22 -23 -0053 0.00 0.00 1.00 0.00 13-28-22-23-0054 e, 00 0800 9 089 9 0 Q0 13- 28- i2- c.3- 01a.5 0. Q0 0. Q0 0000 136639s@0 13- 28 -22 -23 -0057 0.00 00 1000 0000 13- C8-- c2- 23 -0i58 00 01a 0.00 1.00 0.10 1.3- 28 -22-23 -0059 0.00 0.00 1000 0.00 13- 28 -22 -23 -0060 0.00 0.00 1.00 0. oo 13-28-0000 0000 10 00 0.00 0.0000 1000 0900 13- 28 -22 -23 -0063 0.0 00 0. QUO 1000 01100 13 - 28 - 22 -23 -0064 0800 0900 1000 0 00 13- 28 -22 -23 -0065 00 00 0000 10 00 01900 13-0.00 01900 10 00 0000 13-0 00 0000 10 00 0000 13- 8-- s= :2- 23 -0t68 @ 00 0000 1000 0. td1 13- 28 -22 -23 -0069 0.00 0000 1000 0i 00 13-28-@g oo 0.0o 1.00 ta. 00 13-28-22-23-0071 00 00 Q. 0.0 1000 13-28-22-23-0072 0900 c0 1000 0.00 13 L8- c2 - ,c3 -0073 0000 0. 00 1600 0.00 1 3 -:8- 2 23 -k075 0000 0000 1000 Ia0 k0 13- 28 -22 -23 -0076 0000 00 1.00 00 00 13-- 22 -23 -0077 00000 00 00 1000 iii 00 13- ,28 -2c- is -Q078 0.01 0.00 1. +0 0.00 13- 28 -22 -23 -0079 0000 1900 13- 28 - 22 -23 -0080 00 00 0000 1000 Q. 00 13-28-22-23-0081 0000 0000 1400 13- 28 -22 -23 -0082 0000 0 0 00 1.00 0 i o0 13- 28 -22 -23 -0083 0800 0000 1.01a 0000 13-28-0000 0000 1600 0000 13- 28 -22 -23 -0085 0000 0000 1000 0.00 13- 28 -22 -23 -0086 0000 0000 1000 0000 13-0000 01900 1000 0000 13- 28 - 22 -23 -0088 0000 0000 1600 0000 13- 8 -22 -23 -0089 0000 0600 1. oe 00 00 13- 28- 22--23 -0090 0600 00 00 1.00 0000 13- 28 -22 -23 -0091 0000 0. e0 1800 @i 00 13- 28 - 22 - 23 -0092 0. 00 01100 1000 0000 13--28 -22 -23 -0093 00 0L 0000 1000 0. 00 13- 28 -22 -24 -0002 0i Qi0 0000 1800 0000 13- 28 -22 -24 -0003 00 00 0000 10 00 00 k0 13- 28- -22 -24 -0004 0000 0400 10 00 0000 13- 28 - 22 - 24 -1x00 5 0000 00 00 70 00 tai V.0 13- 28 -22 -24 -0006 0000 0 i 00 1.00 0600 13- 28-22- 24 -0007 e i o@ 0900 1 00 00 13-28 -22 -24 -0008 0i 00 0000 J 1000 0000 13- 28 -22 -24 -0010 0i 00 0i 00 3800 @a 00 13- 28- ZE- 31 -00c 03 0000 0000 10 00 0.00 13- 28 Ea- 31- 01704 0000 0000 1000 PROJECT N0, 90-10 H I GHWOOD /McKN I GHT OUTLET D/P NO* 6194 WMG QUANTITY CHECK LIST PUBLIC HEARING PAGE 5 OF 9 02 -04 -19 COL. 1) = SANITARY MAIN UNIT COL. 2) = SANITARY SERVICE - EA COL. 3) = STORM SEWER - UNIT COL. 4) = STORM SEWER PARK - SF PIN NO. COL 1 COL 2 COL 3 COL 4 13- 28 -22 -31 -0005 0000 00 00 A0 0 00 13--8 - -31 -0007 0.Otd 0. a0 1.00 0.00 13- 8 - c -31 -0008 d. as 0.00 1.00 0.00 13-= -E -31 -0009 0.00 0.00 1.00 0.00 3- 8- E.t -31 -0a 1 a 0.00 0. Qa 1.00 0.000 13- 28 -22-31 -0011 0000 0000 1.00 0.00 13-28- 22-31-0012 i. Qa 0000 1.00 0000 13-28-22-31-00 13 13-28-22-31-0015 0. a0 a. as 1. as O.Oa 13- 280MZ2 -31 -001 E 13-28-22- 31-0017 13- x-28 -t2 -31 -0018 i. 0a 0. a 10.00 Q. as 13- 28 -22 -31 -0019 0. 00 0000 1.0o 0.00 13- 28 -22-31 -002 0. 00 0000 1900 a. Q 013- 28- 22--31 -0021 0000 0000 1.00 a. EDO 13- 28 -E8 -31 -0+20 0000 0.00 1.00 0.00 1.3-28-22-31-0023 a. as 1• OtZ 1.00 0 13- t8 -G -3 -00 0. 00 0.0 1 .Oa 0000 1,s 8 ,ct - .S 1 -006 Of 00 Q1.00 1.00 1 - t8--L -s l -Q+k L7 0.00 0.00 1.00 0.00 0• 00 0 00 13-28-22-31-0029 0f 00 0000 1000 0000 13- - - 31 -0030 0.00 0.00 1.00 00 13- -E` -31 -0031 a. 00 0.00 1.00 a. k0 13-28 32 0.00 0.00 1.00 f0 0013- 28 -22 -31 -0033 13- 28 - -0034 a. 00 0.00 1.00 0.00 13- 28 - -3 -0035 ell 13-0.00 0.00 1.00 0.0013- 28 -E2-31 -0037 0.00 0.Oa 1.00 08013- c - cE -31 -0038 @• 00 0.00 1.00 0.00 kk13- 28 - 22 -31 -0040 0600 0.00 1.00 0.0013- 0041 0000 a. 00 1.00 00 k0 13- c8 -2E -31 -0042^0000 0.00 00 VD0 13-28-22-31-0 043 0.00 0.00 1000 0.00 13-- 28 -22-31 -0044 0.00 0000 1000 0.0013- 28 -E8 -31 -0045 01000 0000 1000 0000 13- E8 -22 -31 -0046 0.00 0.00 1000 0800 113-28-a. 00 0200 1900 a. k.13 13- 28 -22 -31 -0048 00 00 0.00 1000 0000 13- 2 ^ 8 -E -31 -0049 a• 00 0.00 1 • 00 00 CIO 13--E8- :E- 31 -0k00 0. 0 0.00 1.00 00 1 0. f1L a 0.1 0 i . 00 00 kDk1 13- 28 - 22 - 31 -0058 0.00 Of 00 1.00 0000 13-28-22-31-005J9 0. 00 0.00 1 f 0 0 0000 13-28-22-31-00 60 0000 0000 1.00 0.00 13- 28 -2E -31 -0065 0 . k0 001410 1000 0000 PROJECT NO. 90 -10 HIGHWOOD /McKNIGHT OUTLET WAGE 6 OF 9 02 -04 -1992 D!A NO. 6194 WMG PUBLIC HEARING QUANTITY CHECK. LIST COL. 1) = SANITARY MAIN - UNIT COL. 2) = SANITARY SERVICE - EA COL. 3) = STORM SEWER UNIT 4 COL. 4) = STORM SEWER PARK - SF PIN NO,COL 1 COL 2 COL COL 4 J '4 13- 28 -22 - 31 -0067 9000 0000 13- 28 -22 -31 -0068 0.00 0.00 4.00 0000 s- c8- cE- 31 -+a89 0.Ot 0. eta 1800 0000a 13- 28 -22 - 31 -0070 Oa i . 00 era 1.3 28 - 22 -31 -0071 0.0a 0.00 1.00 13- 28 -22 -31 -0072 0000 0000 1600 0600 1328 -22 -31 -0073 0. 00 0000 1800 0.00 13 8 - -007 0. 00 1000 Oa 13 c8 2 s 1 007 f 0.00 0.0a 1. Oa 0000 13- 28 - 22 -31 -0077 0000 0.00 1000 0.00 13-0. he 0 0.00 1000 01 13- 28 -22 -31 -00 0. 00 0.00 1.00 0000 13-28-22-31-0080 0900 0. C a 1.0a 00 13- 28 - 22 - 31 -0082 0. 0 0.00 1.00 0.00 13- 13- 28 -22 -31 -0084 0000 1.00 0. Oa Y3- c8- t8- -31 -0a8O 0. as 0900 1000 @g oo 13- c8 -22 -31 -0086 0.00 0800 1800 000 13- 28 -22 -3 -0087 aa Oa 1 . 0A k 0 13- 28 - 22 -31 -0088 0000 0000 1000 0.00 13- 28 -22 -31 -0089 10000 0. Oa 1.00 0.00 0. e0 13- 282t- 32- Oc03 0.00 0, as 1.0 0 13- 28- 22 -.si -0008 0.00 0.00 1.00 o.0.00 13- 28- 22- 32 -0aa9 0.00 0.00 1.00 0. 00 1 s- t8- c2 - 3L: -0010 @. 00 V. 0a 0900 1.00 0000 1 s-- 28 -22 -32 -0012 O.00 0000 1000 0. & 13- 8 -22 -32 -0013 2. a 2.00 2.00 0.00 13- 28 - 22 -32 -0014 2000 c. 00 a• 00 0. 00 13- 28 -22 -32 -0016 0000 0.00 3.00 a. 00 13- -c8- 22 -32-0019 1.00 1.00 1.00 0.00 13- 28 -22 -3 -0020 2.00 2.00 2. Q!Z IZ. k0 l 3- 28 - 22- 32 -0a =:1 00 13.28 - 22 -32 -0022 0600 0.00 1000 0 01 13- 28 - 22 -32 -0023 000 0000 1.00 0000 13-28-22-32-0024 0900 0000 1000 0.0 o 13- 28 -22 -32 -0025 0000 0.00 1600 0000 13-28-22-32-00h26 0000 0000 1900 0000 1- t$ - 22 - 32 -0027 0.00 0.00 1000 Q. 00 13- 28- 2-: -32 -0028 0.00 0.00 1.10 0.00 13- 28 -c2 -32 -0029 0.00 Q. OQ 1.00 0.00 13- 28- 22- 32- 003tc 0.00 0.00 1. 0 c. ka 13- 28 -22 -32 -0031 0.00 0.00 1.00 0.00 1 28 - 22- 32 -00332 0.00 0.00 1.00 a. 0 13- 28- :'2- 3t -003s 0.00 0.00 1.00 00 00 13-0.00 01100 13- 28 -22 -32 -0036 0. 00 0000 1.00 0.0k PROJECT ta0. 90-10 HI GHWOOD /McKN I GHT OUTLET PAGE 7 OF 9 D/P N0• 6194 _WMG PUBLIC HEARING L QUANTITY CHECK LIST r-COL. 11 = SANITARY MAIN -- UNIT COL. 2 f = SANITARY SERVICE - EA COL. 3) = STORM SEWER UNIT COL. 41 = STORM SEWER PARK - SF PIN ND,COL 1 COL 2 COL 3 COL 4 0..00 0.00 1. 0 0.00 0.00 1.00 0.0013- 28 -22 -32 -0039 0.,00 0.00 1. 0 0. 0013- z8-- 32 -Oa4a 0. a 0.00 1.00 0.0013- 8-22- 32 -0041 -0.00 0.0a 1. Oa @. ea s 13- 28 -22- 32 -0042 0.0013-- 28 -22 -33 -0003 1. Oa 1.00 1.00 0.0013- 8 - 22 - -0004 1.00 1.00 1.00 0.013- 28 - 22 - 33 -0002 elm 00 Ri. 00 1.00 0.0013-coo 0.00 1.00 0.0k13- 28- 22 -33 -0008 0.00 0.00 1.00 0.0013- 28 - -3 3 -0008 0.00 0• 0 1 0 3c8- 22 33 fC11CA 1 0.00 00 1.0a 0.0013- - 8- 22- 33 -aa11 00 a. as 1 • a 1r•13 - 28 - "w -33 - 001=:0.00 0.00 1.00 0.0013-28-22-33-0013 13- 28 --22 -3 3 -0114 1.00 0.00 a. Ok13- 28 -22 -33 -0018 Q+. 00 0• 00 1.00 0.0028- 22- 33 - 0017 0000 0. 00 1.0013 . c8- -` -ss -ate 18 0.0a Q• Qua 1.00 0, 0t 1. as a• oo13- 28 -2 -33 -0020 0.00 00 1.00 0• oo13- 28- 2;c -33- 00 1 0.0a 0.00 1.00 0 L a2822 - 33 - (L 02 00 0.00 1.00 0.0013- 28 -2 - 33 -0023 1.00 0.0k13 8 - 22 - 33 -004 0.00 0.00 1.00 0.00ts- 28 - 2t -, 3 -k 00 28- 0. Oa @. k1t 1.0t 0.ti0t1322 -00`6 Q. Qi, 00 1.00 Q• 001S 8 •''_ „ - ._,ss ak7 I• k1c13-28-22-13-0028 0.00 0.00 1.00 0.0013- 28- 22- 33 -00. 29 O.Oa 0.00 1.00 0.0013"0.00 1.00 0.00i3- 28- 22- 33 -aa31 O.Oa 0.00 1.00 0.Ok13- 28 -2 -33 -003: -0.00 0000 1.00 0. 00 0• a0 1.00 0.0013- 28 - 22 - 33 -0034 0.00 0.00 1.0a 0.0013- 28-- - 33 -0035 0.Oa 0.0a 1.0a13-28-82- 0.001U37 0.0a13"28 -22 -33 -0038 0 003- -22 -33 -0039 0.00 0. 1 1. kVD 0a 0013- t`8 -2 - 33 -0040 0400 0000 1.00 0.0013- 28- 22 -33 -0041 0000 0.00 1.00 0. 0013 -28 - 22 -33- et ED 5 1 0.02 0 0.00 1.00 10. 0k130.00 0000 1.00 k 013. - 22 -3 -0003 0. 0CA 0000 13- 28 -22 -33 -0054 0• k0 0. k 1. ;Z10 1 s c8- ti s -aJJ 0.00 0.00 1 00 0 00ltii- 2a- 22 -,dd -0006 0.0k 0.00 PROJECT NO& 90 -10 H I GHWOOD /McKN I GHT OUTLET PAGE 8 OF 9 02 - 04 -1992 t 'D/P NO. 6194 WMG PUBLIC HEARING QUANT I TY CHECK L I ST COL. 1) = SANITARY MAIN UNIT COL. 2) = SANITARY SERVICE EA COL. 3) = STORM SEWER -UNIT COI.• 4) = STORM SEWER PART{SF PIS[ H0.COL 1 COL 2 COL 3 COL 4 13- 28 -22 -33 -•0057 13 as 22 1. @s 00 13-- 28- 22- 33- 059.00 0.00 1. Q0 0a Ott 13--28- 22- 33 -e060 0. e10 eta 00 1.00 @a 00 @. 00 1. i0 0.0Q 13- 23- 22- 33 -003 0600 00 00 1000 0.00 0800 1000 ele elo 13-- 28 -22 -33 -0065 0. Q0 0600 1.00 0000 13- 28 -22 -33 -0066 0000 1000 0000 1 s- -28 -22 -3306 9 0.00 0803 1.00 0800 13-28 - 22 -33 -0070 0000 1 • 0000 1.3- 28 -22 -33 -0071 0• i0 0.00 1.00 0• Q0 13-0.00 e1.010 1 a e @ 0.00 l s- z8- -22 -33 -01 73 0. X10 0.00 ISM 00 1 3 - 28 - 2Z- 33 - 0074 13 8 -2 -33 -0075 0.00 0.00 1.140 1. 0 13 19-22-'3-0076 0. 0 0 1 a 00 13 -28 -2 -33 -1d 77 0.010 00 X10 1600 00 10 0 13-28-2Z-33-0078 eta 00 0000 1800 0.010 13- 28--2.2 -33 -0179 0.00 0.010 1.00 0.0Z 13- 28 - 22 -33 -0080 era oo 0000 1.00 0000 13 8 LL. - 33 - 0091 0. 00 0600 1 • 00 0a 00 13- 8- :'2- 34 -Q001 0a t0 0.00 01 310.800.00 13- 28- ',:2- 34- 010c3 10.00 0. 0 1.01 0 13- 28 -22 -34 -0004 00 00 0400 1.00 0.010 13- 28- 22 -34 -00405 00 0000 1800 0. Q1 ID 13-06 e1. e11Z1 0.00 1.00 0.0121 13- 28- 22 -s4- 1011107 e1. 00 0.00 13- 04 0.00 Q1.0Q1 1.00 Q1.00 13 28 22 4 0005 Oa 0 0a 0o 1 • k icy. 04 13-28-22-42-0006 0a e e 0000 1.00 0.00 13- 8- 22 -42 -0C 1007 0000 0000 1.0.0 10. 0VD 13- 8 - 22 -42 -0008 0.00 0000 1 00 00 13- 28- 2.2 -42 -0009 0900 0800 1000 0. X10 13 -28 -22 - -0010 e1. e10 0.00 1.00 0.0Q1 13- 28 -22 -42 -0011 0000 0000 1.Of0 0000 13- 28 -22 -4 -0012 0.00 0 1. e10 0000 t 13- 28 -22 -42 -0013 0800 0800 1.00 0900 13- 28 -22 -42 -0014 0800 00 00 1 • e10 0000 13-28-22-42-0015 0900 0.00 1 a 00 0.00 13-28-22-42-0016 eta 00 0000 1.00 0000 t017 0 a 00 0900 1 a 00 0 a 00 13-28-0000 0000 I g o e 0900 13- 28- 2- 42-C019 0a X110 @moo 1.00 C 00 13- 28 -22 -42 -0020 0.00 00 1.00 0000 13- 28 -22 -42 -01121 0000 0.00 1.00 0a 0 4 -1.s' G8 - " -11 + L i.i 00 ei. 0 1 @a014) 3- 28- 22 4: - IL+{14 e1. C LIB 0. Q+ Ln 1 .0 QI a X21 13- 28 -22 - 42 -fit 025 0a iZjIZ 0.110 1. 1c10 k'I. 41c1 PROJECT NO. 90 -10 HIGHWOOD /McKNIGHT OUTLET PAGE 9 OF 9 02-04-199 D/P N0. 6194194 Wh1G PUBLIC HEARING QUANTITY CHECK LIST COL, iy = SANITARY MAIN UNIT COL. 2 ) = SANITARY SERVICE EA COL. 3) = STORM ' SEWER —UNIT COL. 4) = STORM SEWER PARK — SF PIN NO.COL ,1 COL C COI. s3 COL 4 13- ac:8 22- 4 - Olcb Oid 0. ©id i 3 ,c8- c'2 42 —27 0600 0400 1000 0.01 13 - 28 -22- - 0028 0. I 0 1.00 0000 13 - 28- 22 - 42-0029 0.00 0Q 1.00 0 01s- 8- 2 -4E -Ok 30 @. 00 1.00 0. k0 0.001322 - 42-0032 0400 0.00 1.00 0. eta13- 2.8 -22 -42 -0033 0.00 0.00 1000 0.00x3- 8 -2C -42 -0034 0. 0 0.00 0. 013 -28- c - TrLf "L 3J Oa i • 13 -28- 22- 42 -0036 0. k 1. Rc 0 0013-28-22-0000 L. 00 0. 13- 28 -22 -42 -0038 0000 0000 1000 0 013 -28- 2c4 -139 tt. 00 0. i0 1. 00 GRAND TOTALS 10.00 10.00 484oOO 64225 M. ..tt•••o> I im..... • ... l L s . , . L II/ W U Q h....r.. • y .. •.... ...r , s • ..... .... . • w .. s.i • ....r. •.... 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I. a. a f!y 3 S Z f Ir • • t , r . ti. • is S + , 'AJ . .. • .. 4e too,4p o- ID kj .•.••.•• .t• .. ••.• Nom» 'i •' ••t• mill •. • •. •.. t•w • .••• •• '• ` *ofk • • f H w aODisomoMcKNGHTIGH OUTLET PROPOSLE S ESSMENT AREA 1 i 6 .I owl 1w It S w 309, l8 • lt.ro9cw. 34) r p = (44) 10 Ws v s • .. tS3, , 9 .o 43)121 2 u 5 95 469 44 23 42- s e G W OD o ZZ q C' ,s, j '- C'4') h 6 0 5 0 CON A l 9 S 481. 2 Mi 9 4 ir 4S14 64 L36 fp j 6,f 4 90 Z * 2 Lot 0 low 110 T C 8 9 , . 1ot0 / cl, % Z '13 1q t 51 !b .0l ? ~ o `4s, o° ° \3J 7 Tll 48.59 a o 0 0 40 q ' •; a Cl 60 a•. r. N VALLEY VI AVE. 3 - 3 ; 90 z o , 2 h h r, I ls • o `f ) 2 -62A - a 53 6 7 9 32.1 J 13 12 C, 1 0 • c .. lqo L • Z •, eV N o•t 1 c : 0 . , o.a c .. rj Saco. - 9 LL t lost s 143.0?.'- 3 3 W a 0/013 Notification Area Map PROJECT 90 -10 HIGHWOOD— MCKNGHT OUTLET N/A lu. 13 H- 11- 13 —Gu(02 -ID* 13 28- 22- 13 -0003 9 6194 CHARLE R R WANDA M KASTHER t ARTHUR 8 R MARGARET 0 • 2585 HLGHW000 AVE PAUL MINH tNGSTROM 2525 HIGHW000 AVE 5511958.25 ST PAUL MN 551195825 M 36-2 13 —IRS — - 0044N694 13 —Z - — —8 22 13 0005SMT•N0. JOHN C DEVLIN JR 5UZAIfi E R DE VL K 2519 6194 B ERIE N A BONNIE L HOL MOER6H1GHir00C VE iST PAUL KN 551195825 2511 HIGHW00D AVE ST PAUL MINN 551195.825 f D. 13- 2g -22 -13 -0009SSMT. 6194 ID — ..3 28 22 13 0010ASSM *NO* 6194 P ROY 8 NO RM A C AB RA HA MS ON2611HGHW00DAVE L MILLER . 928 R - LING ST NSTPAU !N 551195825 MAPL JW 00 MN 551193883 I Q 1313 ; -2 8 — 2 2 - 13— CO 11IQ2 6194 ID 13 28 - 0012ASjMTNQ. 6194 hARK S MCCOLLEY CHERYL A MCCOLLEY 2515 VA LLE.Y VIEW AVEA11E PATRICK C HICK • PATRI ELSEN A M MICKELSEN 2525 VALLEY VIEW AVEl1APLEVt30DMN551195847 .MAP LE WOOD MN 551195847 I 3— 8 -2 J — 001 3AM 3 • H . .6 4 6aM . 6194 . DOhALU V RICHAli SON 00ROTHY J :RICHARDSON2531VALLEWVIEWAVE JOHN O RETZER ' 541 VALLEY VIEW AVE MsAPLEiODD MN 551195847 APLEWOOD MN 551195847 R r .mil. •.'. - .. . .. . . _ - , - I I 3— 8— — 3— 00 15iA t. N 9 3 28 22 -13 -00 6IDISNiNO• 6194 REGOCY J MICHAEL G"2547 VE JO DE LL M IC NA EL VALLEY VIEW A DAVID 8 JOHN SON L KAREN L ARCANd- JOHNSON MAP 0 •_ .. , r*§L FYl 0D . e., 58 47 25.55 VALLEYVIEW AVE MNMAPLEWOOD ... 3511%5p461 Q• 3 22 13 —GOlT ,SM. Us 6194 3- g _ Z .. —13 0018SMN090-94 ROBERT S LUNDQUIST RUTH M LUNDQUIST 2565 .. VALLEY VIEW AVE LAWRENCE: R R KATH _ E IMERLEtN8REIMER 1 MAPLEWOOD KN 551195847 j0 ATLANTIC ST • MAPLE WOOD MN 551094307 I 13 — 8— 2 2 -13— G019A MT.N 6194 I p 3- 28 -22 -13 -0020ASSM •HO• 6194 WILLIAM S BE AUDRY SANDRA J SEAUDRY HAROLD V HARRIS 2500 VALLEY VIEW AVE MAPLEr000. MN 551195845 MAHER A HARRIS 2514 VALLEY VIEW MAPLE WOOD AVE MN 551195845 1u 13 ca 2C i3 4423 ASSnT.NO. 6194 IO.3- 28 — -13 -0024 A MSS NO 6194 GOOD VALUE HOMES INC 1460 93RD LANE NE t KE J TLRty4LI ST MARCIA A TURNQUISTBLAINE .1111 554344315 2550 VALLEY VIEW AVE I MAPLE WOOD MN 551195845 j fDoMf3;611- 22 am 13-0025 S S. 6194 3 -0026 f SSM .N . 619 ELAINE St3RiS 2560 VAS. EY VIEW AVE 1 MI - CHAEL J KINMOUHIH SMERRIE A KINhUUNTHMAPLEW00AN5511,95845 6 93 F EKHD AL E ST S hAP LE WOOD MN 551195946 tg r u ID 3- 28- -22 -13 -0027 AS M H0 6194 Ip. 3 — _ 28 — 22 3 — 0028 ASS M • N 0. 619 JtJHk M MAGEE M MAGEEx '943 j CARLTON M USEIMAN G. , SHARON J USELMANFERNDALEST 1 wDOD 953 FERNDALE ST SMN .551193805 MAP MN 551195946 cs.:JQ Mj3qwS 8- 22 - 13 - 00 29 N • 61 94 I 3— 8 -2 2— — 13 0030 A SM .N 6194 WARREN L WHITE & ELIZA.bETH A WHITE LEE R FOSTER DORINN A FOSTERv96.3 FE RN DALE ST A K EidODD 1 805 2549 H GH WOOD AVE MAPLEWOOD . .. . ... MH 55119.5825 ID. 13- 28 -22— 3 -0031AISSMT • ND 619 IQ. 3- 28 -22 -13 -0032 a A4 S M *NO* 6194 . LUIIS C KNIPPENBERG r.. K1hdER Y L STEEi M GNTY L MARTIN G D Eb RA J DREW2539HGHWOODAVE 7 MAPL WOOD hN 551195625 940 FERNOALE ST S hAPLEWOOD MN 551195944 ID. 13 -28 -22-13 -0033 ASSMT•N 0 6194 1D• 13--2 -22— — 5 ' A 8 13 0 0 3 .. KSS T •N0. 6194 THOMAS R JOHNS Eh KIRK R DOMANMARYDJOHNSEN 932 FFRNDAI.E ST S JANET 5 o GM AH 924 FEkNOALE ST SAAFLE400DMN551195944MAPLLEWDUD Mtn 551195944 3— 8- 2 -13 -0036MN694 JDIMJ3;6eqw2j;300376 RICH -ARD J MOORE JULIE M MOORE GARY J HITE MARY J tTE916FERNDALESTS948FERDALE ST - S11AFLEW00DMN551195944MAPLEWOOD MN 551195944 s i{ f'. E, - ID • 13- 28- 22 -13 -00 38 AS SMT. NO 6194 ID• 13 28 22 13 0039 15 SMT .ND. 6194 E'CHARLES E RE GAN ELAINE C kEGAi MICHAEL R ROSS KATHY ROSS900FERNDALEST ST PAUL S MN 551195944 20#0 MINN EHAHA AVE E ST PALL MN 551064644 IU. 13- 28- 2z- 13 -0?40 LU. 13- 2o- cZ 13 - UU41 AScASSMT.NO. 6194 SMT•NO. 4194 f RICHARD POMMIER SWANSONlhANVINJNIEZGOCKI GHARLUTT h NIEtGOCK3 'LISA POMMIER SWANSON .E -C RYAN AVE E .6668 6TH ST N MN 5 5128 6701 IKAPLEWOOD MK 551094432, OAKDALE 0043 SbMleNO• 6194 ID. 3- 28 -22- 13--0044D. 13 26 22 13 ASS( ,NO. 6194 JAMES T GARRETT BRIAN P BIETER C .- LINDA R GARRETT JEAN N M BIETER 850 FERNDALE ST -S 842 F ERNDALf ST MN 551195944 ST PAUL MN 551195944 MAPLE WOOD Z - -22 --13 -0045 1D. 13- 28 -22 -13 -0046ID138MT.NDo 6194ASIMT.NO. 6194 ASS GREG J DE LOY KENt D ALTHOF F ANITA J DE JLLI k2585VALLEYVIEDAVE915EDALEST S IA PL EW 00 a Mi 551195847. t1APLEWOOD MN 551195946 13 - I 3 - 28 -22 -13 -0048 .13 28 22 ASM .NO. 6.194ASMT.NO. 619.4 ICHAEL J KINMOUhTH RCBERT J MAURER A KI NM OUNTH R IC HE LL. E G MAUR ERSHERRIF 893 FERNDALE ST S 1953 COTTAGE AVE E MN 551193211 ST PAUL, NN 551195946 ST PALL ID 3- 28 -22 -I3 -0049 D. 3- 28- - -13 -0050 AS M •N0. 6194 SAM •Na. 6194 RICK A WILSON RICHARD J ZABEL ` ZABELAWILSONCHRISTINES CHRISTINE873FERNDALE S? S 9211 791H ST S N 550162214 MAPLEWOOQ MN 551195946 COTTAGE GROVE. M .. 13 28 051 I 3- -28 -22 -13 -0052Z2 - 13 - Q MASMT . NO . 6194 A S .NO. 6194 J GALL ENBERGER MICHAEL HAGER .MIC LAURA . M BISHOP SANDRA L HAGER 849 FERNDALE ST S MA PL E o 857 FE ST S MN 551195946 KAPLEWOOD MN 551195946OLI -Do ID,43 ;6e 22ewj30053 I 3- 8 -22 -13 -0054 M . 619 A M .N 6194 JAMES L KING DONALD J WALDBILLIG JR SUSAN M KING LEIGH A WALDdILLIG 841 FERNDALE ST S 2524 VALLEY VIEW AVE 95 45 W 00 D MN 551195946 MAC' LE WOOD MN 5 511 MAP U. 3- 8 --t2 -1 j -0082 ID 13 -28 22 13 0055 45M .N 5 4 AS 11i T . No . 6194 MILTUH N 6 DELORES K MILLER CA V PHAM - :,:,. ....• : -•_ 658 FFRNCALE URIWE lua H T H TRAM MapLEwQOp Kti 551195944 2ti 32 VALLEY VIEW A WE 9 5845MAPLEWOODMN5511 i N \&A-G0 b 1D 67. to 5 1 8 8.7.9 90.64 82.13 153, 2.1 8 p , O Y ti J J J I 0 1 1 I I 0 zl t 1 I .. 4v 3 J l 1 010 Notification Area Map PROJECT 90 -10 lckc Q HIGHWOOD— McKNGHT OUTLET N/A 3 —' 8- 4J;Z —t0U3 IM iN64 IL 3— Z- 2z- 21 —OOuS AS Mt.HO• b194 M BRINK a t CASTLE DESIGN CO IN6DEVELOPME CKATHY 23 ?7 DANL AVE MAPLEWOOD MN 551195831 2419 MARGARET NORTH ST, PAUL s ST N MN 551093019 - 3- 8 -2 — 21 -COC6 6 94 sM13;6b -22;2low0007H . 614 CASTLE DES IGN b DEVELOPMENT CO INC CASTLE DESiG S DEVELOPMENT C0 INC 419 iARGARET ORTH ST PAUL ST H MN 551093019 2419 MARGARET NORTH ST PAUL ST N MN 551093019 1 i JDI13;6-822;21-0008 D 3 -2-2 —21 -0009 SAM 6 94Sti614NU CAST DESIGN DEVE LO PME4T CO I INC KEVIN L. K ITTR ID GE 2419 MARGARET NORTH ST PAUL ST N NN, 551093019 PAMELA J KITTRIDGE 239.9 LINWOOD COURT MAPLEWOOD Ne 51 958 4M515 r t ter ..i -. -_ j ID 13;2 8 — 22 -21 —GO 10 I D. 3 -2 8 -2 2 -21 -0011 ASSM 6194ASIMT.O. 6194 N0. ERRENCE R MCCARTY SANDRA M MCCARTY THOMAS R LEHMANN MELISSA A LEHMANN l.,2409 LIN6 COURT MApLEWGOD MN 551195854 2419 LINWOOD 0MAPLEWOOD COURT MN 551195854 jD1Mj3;2&w2Z=-210012 3 -28 -2 —21 -0013 6 94S. O • 6194 SM .NO. CAST DESIGN E DEVELOPMENT CO INC CASTLE DESIGN a DEVELOPMENT CO INC 419 tARGARET NORTH ST PAUL ST ti MN 551093019 2419 MARGARET NCRTH ST PAuL ST N MN 551093019 I . 13-28- 22- 21m&014 ID* 13 -28 -2 2 -21 -0015 ASSMT.NO• 6194ASMT•ND o 6194 CASTLE DESIGN E DEVELOPMENT CO INC GREGORY A SCHKlT c-2419 MARGARET URTN ST Paul ST N MN 551093019 CATHY J S CH M I 2440 LINWOOO ZOURT MAP LE WOOD MN 551195853 i r D 13 8 -22 - 21 - 016 5 T•N 6194 iSSD. M 8 - 22 2i N 6194 ROBERT M SALTER A HARDY SUSAN R C 2420 LINWOOD COURTr--.KATHLEEN3733GARFI FLD AYE S HAP MN 551195853 MP LS MN 554091114 j Q 3— 6 -22 -21 -6018M 3— 8 -22 - - 0019M6194FS • N 6194 N JAMES R EHLE L 0 EHLE SHIRLEY P KRAUS 240C LINWOOD COtORTALRIE 2410 LINW1301D COURT MAPLEWOOD MN 551195853 MAPLEWOOD MN 551095853 c. 13;6 8- ''2- 21-0O20 M . 194 STEVEN H OSTERKAMP JAN OS 2390 L IN WOOD COURT A AFLEWDOD hN 551195851 i I• 'i C C -! e i co Altrm t s O on 10 ZOG ISO 9 l . 96 I o s 0 3.2 n,r, 23.e • _ 2.a 22 4A -N 9 t} o S 4 .34ac. o 0 o N (' 81 v «. I . 30 CHW H7"E ERG. „ , (13) 8 (75) O D Q J A .. 7 7 7 ADD. 95 32 75 1 751&, 9? - t4 tL ( it.so ( . 16 143.• 5 _ ), EB3 : , 1! 10 , - 2 D q0P (17)40 ( J2.) JAG r5 u o S3 o r 9,t.so. 2 Z i n r. • j o t) 9 iK '• o 4tw ' U % 3 g J • :.? S! G 0 0 4` _ t' ' ,'} '• _i N j ! to - S 1 ' ` 4 '1 F . 9 • y 7 9 < 5 13.r J O a9 r i'a b (22 0 2 e .• , A K L 6 o c > , s 29 7 9'Z' t i o - • t V ; Z v h 1 4 (Z4 o (23) s J I T 't) D31 .a V J.3 VJ IDS-82 /2 p+` f o. 74 1 h ,_. / . (5 7) 5 0 233 • 12 3 137 ° 0 r ( 47 a 2 N D ( D •c v 2 3 4 32 ac . _ , ^ ) 81 c` O w o ai c. _. P - % 4s9f,. Q (49) Po b o Z,. ai - /5 ••' .3y,of ho. '+ <49 5 100. r? o•. o DRAIN 2.3 6 en s 3 t'` Do 10 o I7 t c OUTLOT A 1 T C )1 a WETLAN r a S4. 79 rap r i L a t3 Z3o 15 2.79 too N 17s•!o4 8 41b 10 0 F O 4V C H T OOD f 9 O Oxon OUT LOT 8 X33.6 107 ` L ( 33) (38) 0 .12 7 • 0 ki t 2.3 s• 88 to 38S 14 to i3o ,. 4 r ' 385 142. J 13 0/022 Notification Area 'Map PROJECT 90 -10 omit I OUTLET N/A N ASSM7.Hp8 22 -22 -OV 30 6194 YD • -22 -2z -0033ASSM13 ; 28 6194O. NI LL IAN R LAW OCYNTHIA M LAW SADANAND V R RIJUTA S PATHRE 2307 TIMBER TRAIL810KCKNIROADSMAPLEWOOD MN-5511958 -KAPLEWOOD AN 551195816' ID M 3- 8- -22 -0034 AS 4Hy IDi 3 -28- -2 -22 --0035 Mb .NO. 6194 . GARET X BRAS m.k5428 BRANDY CIRCLE SW FGRT r KENNETH F PARISEAU S HELEN M P-AR I.S A U --MYERS FL 339192251 2321 TIMBER T AIL • • ' j,57 PAUL "m 5 5119 582.0 lD134M 28 -22 -22 -0036SiMT. NO • 6194 3- 8 -2 -22 -0037M •N • 6 94 LUCI LL E G PARISEAU 2320 TI18ER'G* t JOSEPH A b BARBARA JSMRDEL 231y T MBER TRAILhAPLEW00DnN519515820WODhAPLE MN 551195820 D. 3- 8 -22 -22 -0038ISS D. 13- 28 -22 -22 -0041ISSMT*ND*5 N . N • 6194 6194 WILLIAM M MARY M PARKER BRADLEY S MAKELA • 2306 TIMBER TRAIL 2321 DAHL AVE g hAPLEWOUD MN 551195820 NAPLEbOOD MN 551195831 C! - ID. 13-28 -22-22 -0042.ID. 13- 28 -22 -22 -0043 f ASSMT. NO • 6194 ASSNT •NO • 6194 SECRETARY OF VETERANS AFFAIRS JOSEPH M FREUHDSCHUH LOAN G D NARCIA L FR•EUNDSCHUH WH PL E FEOERAt BLDG 08 2341 DAHL AVE ST PAUL MN 551114007 r HAP LE MOOD MN 551195831 I C i r 1 -2 - L2 -G044 6 94 jjjMj3;684"12;jZvm004J 3 R D SCHREINER A CYNTHIA K BIT7NER MARK G a MARY E LECLain 760 DORLAND ROAD 770 DORLAND ROAD S MAPLFw00D AN 551195834t hAPLFW000 MN 551195834 r1 S t 1 i - 1 3- 8 -2 -22 -00 6ISSM I 13- 8 -22 -22 -0047AMTN . 6 94 A To • 6194 JAMES 'T S KATHLEEN S INOLSERG DENNIS J 6 AUDREY D SCHUTZ 780 DORLAND ROAD 790 DURLAND ROAD hAPLEWOBD NN 551195834 MAPLEWOOD MN 551195834 Ej 3 2B 22 22 0048IR ID • 13 28 224w M .NO • 6194 ASSMT .NO. 6194 r DAVID A LARSHUS TIMOTHY J PLEGGENKUHLE MARL ENE A LARSHUS GAYLA M PLEGGEuKUHLE 800 DORLAND ROAD 610 DORLAND ROAD MAPLEMOUD MN 551195836 MAPLEWOOD MN 551195836 vu:0v D 3 8 22 - -0051 6194 JAhES P SE IPEL BETTY .SEIPEL DAVID A S CHERYL 765 DORLAND ROAD L WHITE 820 DO LAND ROAD RAFLEwOOD MAPLEWOOD AN 551195836 MK 551195835 - clk 1 3- 8- — 22 - 005294 3-- 8 - 22 - 22 - 0053jjjMj .N1 6194 AELWYN R EVANS NANCY EVANS DONALD A 6 JO LoEE TROST 799 DORLAND ROAD775aGiLANDROAD hAPLEWOOD MN 551195835 MAPLEWOOD MN 55119 ' 8 -2 - 22 --0055jjjMj3;6 6 40. 3 -28 -2 J;29-005 6IRIMIN CASTLE D DEVELOPMENT CO INC 'i 2419 MARGA STN GREGORY M MEYER GINA M MEYERNORTHSTPAULNN5510930192366DAHLAVE t MAPLEWOOD MN 551195833 JJIJ3;61-2j;22-0057 ! 6 4 0 3 -28— 22 -005815jh •H0. li;4 TIMOTHY M TIMM INS DAR YL A GERBERDONNAMTIhMINS 2372 DAHL AVE LINDA M GERBER 2380 DAHL AVEIKAPLEW00DhN551195833MAPLEWOOD MN 551195833 a ID. 13C7. — 28 -22 -22 -0059 ASSMT•NC)• 6194 ID. 3- 28 -22 -22 -0060 ASSM •Nth• 6194 OANZEL A ERNST KD HUMES INC P-;..CARUL J ERHST 2383 DAHL AYE 2373 LINWOOD AYE E . MAPLEWOOD MN 551195824'PIA MH 551195631 22 -006294 CASTLE DESIGN S DEVELOPMENT CO INC SCOTT J KOCH2419MARGARETSTN NORTH ST PALL !iN 551093019 CAkOLYN J KOCH 2359 DAHL AVE i MAPLEWOOD MH 551195831 t ID 13- 28 -22 -22 -0063ASIMT•Nt7 • 6194 ID• 3— 8 -2 —22 -0064 ASSM •H b 94 CASTLE DESIGN G DEVELOPMENT CO INC JUDITH A NUD ru.241 MARGARET ST FOR H ST PAUL N KN 5 5109 3019 2J47 DAHL AVE MAPLEWOOD MN 55119 58 31 ID. 13- 28 -22 -22 -0067 AS SMT .NO • 6194 CITY OF MAPLEWOOD 1830 COUNTY kOA0 8 E ST PAUL MN 551092702 TIS M? .Nth. 6194`` CASTLE DESIGN 8 DEVELOPMENT 'CO INC2419MARGARETSTN NAR VIN J KU.SH ELLEN J F LAH ERT YSTPAUNN5510930192380LINWCOURT MAPLE WOOD MN 551195851 Fl t i' I • tQ 3;8 j;12-01174RS64 RODERICK G MILL 40 r MARY 8 KILLER 2370 LINWOOD COURT MAP LF WOOD MN 551195851 s M 0075i21j, 13 2IJRJ3- 61-2j .N 6 4 CASTLE DESIGN DEVELOPMENT CO INC c.2419 MARGARET ST N KARL E b PATRICIA L MAIDMENT 824 MCKNIGHT RD SNORTHSTPAULMN551093019MAPLEW -DOD MN 552195816 ft r i..r I 13- 28 -22 -22 - 0177 SSMST•HD• 6194 D. 13-- 28- 22 -22 -00 78I $eSKT*ND* 6194 l DENNIS A DAVIDSON SUSAN J DAVIDSON RICK 5 SHAH D CON E. M SHAND830DORLANDROAM NA PL EW COD hN 551195836 R T 6 PO BOX 272C . . FERGUS FALLS MN 565379806 f i ID. 13- 28 -22 -22 -0079 AS SM T • N0 • 6194 ID. 3.-28- 22--22 -0080 AS SM •NO . 6194 SCOTT D AYOTTE JO A A YDTT E KARL E E PATRICIA l MAI DMENT 824 MCKNI GHT RD SfELIZAtETHDAYOTTE 83 9 DO RL AN V ROAD MAPLE WOOD MN 551195816 MAPLEWOOD MN 551195837 MH. 6194 3- 8- 91942 -22 -0A 82Ml .N6. CUSTOM QUALITY HOMES INC GARET M B, DS2b0SHERWUOUROAD N.OREV W MN 551264776 5428 BRANDY CIRCLE SW FORT MYERS FL 339192251 ID 13 8- 22- 22 -0083 S M - To 6194 j GA ET M kRB OS r J42 6RANDY CIRCLE SW OR MYERS FL 339192251 r .. L f' r 385 t4 20 X30 15 14 o 1 2. ,7 1 r C )32.) l O T 100 r as)8 TI MBER TRAIL 0 P7 9) ld.a 9 TIM Rrj . S4 loo goo y V S 41 AV 4 3 4 . A.3 Ct 4) *` tom) 0 • p 80 ^ P. (75)i 4 too o t.Z o 3 v 10 4 .00• too . 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N. 6 94 CHAkLES ALBERT NEST JR 6 ROGER ALBERT RICKER JUDY M WEST 22 PHYL IS COU kT 2264 'PHYLLIS COURT ST PAUL-INN 551195805 ST . PAUL M I t%N -5511956C5 jRj,,J3;66-22;23-0012 IO ? -28 -2 - -0013 6 94 -614 ASSM •NU. STANLEY W E JQANN R HAGEN BRIA J E JUDY A ERICKSON 4=- 2 8:0 PHY COURT 2288 PHYL IS COURT T PAUL MN 51195805 ST PAUL MN 551195805 I 3- 8 -22 -23 -0014M p 3- 28 -22 -23 -0015 9Hbl 4 S M •N0• 6194 RICHARD L KARRAS E EDWARD D NELSON MARITA A KARRAS 2304 PHYLIS COURT 2296 PHYLIS COURT MAPLEWOOD AN 551195803 hAPLEW00D MN 551195805 D. 13- 28 -22 -23 -0016 He 13- 28 -22 -23 -0017 f- SSMT•NO. 6194 ASSMT •NO• 6194 DOUGLAS W SPERLING 6 GUEN S NELSON ' LINDA A SPERLING 2313 PHYLIS COU 2312 ..P HY LL I S COURT MAPLE MOOD AN 551195803 ST PAUL MN 55 1958 C3 lj ,M-13;61-2j;23- COIS J IMJ 3 8 - 2 - 23 - 0019 N 94646 JAME MUNO2 E JOHN M KLOOZ SONI A A MUNOZ GAY LE A K LOOZ 2305 PHYL15 COURT 2297 PHYLIS COURT MA PL EW 00 D MN 551195803 MAPLE WOOD MN 5 5119 5813 ID 13- 28--22- 23 —iuU20ASIM7. N0 6194 ID . 3-2 ASSM .NO. 6194 DANIEL R MARY C GAMACHE ADAPTED LIVING REAL ESTATE PTNSHP 2289 PHYLI COURT 1365 ENGLEW000 AVE X201 :•,RAPLEWOOD MN 551195813. ST PAUL MN 551041952 - ID. 13- 28 -22 -23 -0022 ID. 13- 28 -22 -23 -0023ASSMT•NO• 6194 ASSMT.NO• 6194 GREGORY E L SARBAkA LASKA DARLENE FULLERTON 2273 PHYL COURT 2,265 PHYLIS MAPLEWOOD Mtd 551195813, MAPLEWOOD COuKT 11N 551195813 i ID3 2S 22 23 0024 S M *No* 6194 i ID 13 28 22 23 0025 AS I MT .ND • 6194 j bILLIAM C GREENING .`HOWARD E E AMEL WESTPHAL SU AN M GREENING 2268 TIMBER TRAIL 2260 TIMBER TR ST P AN 551195818MAPLEOODMN551195818i 9 t f ID. 3— 8— —23 -0026 SS N 94 ID• 13- 28 -22 -23 -0027 .. ASSMT•NO. 6194 JAMES L SCHRAM EL & ' °t R08 EkT E 6 KATHLEEN M GREER ELIZABETH J 2276 TIMBER JCHRANEL 22d4 TIMBER TRAIL e RAIL ST PAUL AN 551195818 ST PAUL MN 551195818 I 3— 8 -2 —23 -0028M694H I 13;88 -2j - 23 - 0029I MS • . b 94 JAMES W fIS JEFFREY G E DENISE K*'KiRCHOFF 2290 TIMBER TRAIL 2298 TIMBER TRAIL -- MAPLEWOOD MN 5 5119 5818 hAP LE WOOD MN 5,51195618' D. 3- 8- 22- 23 —OQ30 SSM 6194 I 3- 28 -22 -23 -0031MN .A •N0• 6194 GREGORY MARKS DEANNE LOUISE COEk THOhAS J GANZER 4 225? TIMBER TRAIL SUSAN M GANZER - MAPLEW OD .MH 551195819 22b9 TIMBER TRAIL MAPLEWOOD MN 551195019 ID13;2emP22mm23-0032S,MT•O. 6194 ID. 3 -28- 22 -23 -0033 ASSN 6194NO• ROBERT W MERRITT b CHAkLES V LIEFFRING 6 PATKIC A J M kRITT CON STANCE 0 L EFFRING •, 2261 T MEEK RAIL 2262 VALLEY V EW AVE MAPLEWOOD MN 551195819 MAPLEWOOD MN 551195856 C 3- 8 -2 -23 -0035SAM694 I 3— 8 -2 -23 -0036M694N .A .H ROBERT D E WEN CY A GARDNER LORI L BR EINER 2311. VALLEY VIEW AVE 2301 VALLEY VIEW AVE MAPLEk00D MN 551195846 hAPLEWOOD MN 551195846; 13- 2b- 22--23 - 037JSSMT. NO. 6194 AS SMT .NU. 6194 PHILLiP A E CANDICE J OHMAN f LANE L PROPP E 19 SCHALLER DRIVE LUANN M PROPP --• T PAUL MN 551195843 929 SCHALLER DRIVE MAPLEWOOD MN 551195343 ID 13- 28 - 23 - 0039 D • 3-28=- 22-023 -0040IASNT.NO. 6194 NO. 6194 THU --VAN T TRAH _ ..JOSEPHINE A BRUNO - 939 SCHALLER DRIVE 949 SCHALLER DRIVE -C -NA PLEW00D MN ' 551195843 MAPLEWOOD ' ' MN 551195843 f I D*I 13 -28 -22-23 -0042 S S. . 6 94 A SMT .NO. 6194 MARGARET ASMUS -i1 ALTER W BLOOD III C ,..-- PA7RICK ASMUS HA JLIZA J BLOOD 959 SC LER DRIVE 20 SCHALLER DRIVE MAPLEWOOD MN 551195843 MAPLEWOOD MN 551195839, lgi13;681w2ZmZ3-0043 3- 26 -22 -Z3 -IES MM6194 NO. 6194 PHILLIP 6 ELLEN F HAKARI ROBERT J CHEVALIER ' c.. VALLEY VIEW COURT VICKI L CHEVALIER MAPLEWOOD MN 551195848 23.21 VALLEY VIEW COURT MAPLEWOOD MN 55119584 lli13;28-2f;23-0045 3- 8 -22 -23 - 0046 M U. 6 4 6194 TERRANCE E TRUHLER THUMAS G B GAIL A FIBER r,.• LALRINE J TRUHLER 2328 VALLEY VIEW CO 2329 VALLEY VIEW COURT MAPLEWOOD MN .551195848 MAPLEWOOD !3N 551195848 r'. .ID 3- 28 -22 -23 -0048 4 AS1M .NO. 6194 FRANK J -SR E SHIRLEY 0 HOLEC ALLEN 8 ELDRIDGE 23 "0 VALLEY VIEk COURT 2316. VALLEY VIEW COURT L- hA LEWOU0 KH 551195848 MAPLEWOOD MN 551195848 F i ID 13-- 28 -22 -23 -0049 ID. 13 - 28- -22 -23 -0050AS1MT. H0. 6194 AS SMT •N0. 6194 JAMES w PIERRE DANIEL J SEBESTA MICHELLE L PIERRE JOul L SEBESTA • 950 SCHALLER DRIVE 2315 HIGHWOOD AVE MAPLEWOOD MN 551195840 MAPLE w00D MN 551195801 r -. JDJ3-18- 2jw-23 - 0051 l - 3- 28 -22 -23 -0052SI' .HO. 6 94 6194 KENT 4 JEFFERSON CONSTRUCTION INC KENT W JEFFERSON CONSTRUCTION INC 4530 HIGHWAY 61 4530 HIGHWAY 61 ST PAUL KN 551103424 57 PAUL MN 551103424 1 13- 28 -22 -2 —3 0053 ASSMT.NO. 6194 ID. 13 28 22 23 0054 ASSMT.NO. 6194 1 _KF NT W JEFFERSON CONSTRUCTION INC 0 . 4530 HIGHWAY 61 CITY OF MAPLEWOOD 1830 E COUNTY RD 8STPAULINN551103424PAPLEWOOD MN 551092702 ID. 3— 6 -22 -23 -0055 AS SM . N _6194 I 13;88-21;23-0057A1IT • • 6 4 CITY OF NAPLEWOOD - 1830 E COUNTY RD 8 DESOTO ASSOCIATES P p SOX 17830 .MAPLEWQOD ; PIN 55109270.2 4 ST PAUL NN 551177830 f A SM 6 Q I 13- 8-2 — 23--0059H .HASMT. . 6 94 CECIL R Rt SS .. ; C . GUDRUN P R0 942 hCKNIGH 0 EPH D HORWATH M LONDON NORWATHROAS lAPLEIOUD hN 551.195830 955 CUKRIE COURT S MAPLEWOOD MN 551195800 322 -23 -0060 ASS 1 ; 28 -m CI. 6194 13- 2d -22 -23 -0061l2Sh7oNOs f ' 6194 DESOTO ASSOCIATES J U BOX 17630 DESOTO AS VU BOX 178STPAULKN551177830STPAUL MN 551177830 I M 3- 28 -22- 3 -0062 NO 619 JRIM13;28-22;23-0063T0. 614 PAULA R MCCARTHY 936 CUkR IE C13URT S DESOTO ASSOCIATES P 0'B0X 17830KAPLEWDODMN551195800STPAtjL MN 551177830 . Do 13- 28 -22 -23 -0064 SSMT.ND D. 13 - 28 - 22 -23 -0065lSSMToNOoo61946194 ROGER V ROLLL JUA IITA RUELL ANTHONY R VANDERHEYDEN CHRISTINE E VANDERHEYDEN956CURRECOURT MAPLEWOOD MN 551195800 2261 VALLEY VIEN AVE KAPLFWUOD MN 551195855 D 13- 28 -22 -23 -0066 Sn7. NO 6194 D. 3- 28- - 22 -23 -0067ISSM .NO. 6194 JOHN K ALTRICHTER SCOTT M EHRMAN SUELLEN J S A TRICHTER 2Z71 VALLEY V EW AVE CYNTHIA A .EHRMAN 2277 VALLEYVIEW AVEMAPLEW000194551195855 r, MAPLEWOOD MN 551195855 22- 9 3 —0068 jjfMj3 ;28ww2j;23 -00b9 .0 b 4 DES-070 ASSOCIATES' N C BJX 17830 DESOTO ASSOCIATES P 0 80X 17830STPAULhN551177830STPAUL MN 551177830 t D 3- 2b -c2 -23 -0070 6194 iU.... 3- 2e- 2c -L3 -0oHO•ASSM . «U• 6194 ARTHUR FRY C 227U VALLEY VIEW -RO MICHAEL J IRESTONE DONNA M 1RESTONEM.APLEWO MN 551195656 2278 VALLEY VIEW AVE ST PAUL MN 531195656 lc ID 13- 28 - 22 -23 -0072CASIMT• NO • 6194 t IQ• 3 - 28 -22 -23 -0073 ASSM •NO • 6194 DDlALD - J WA SE VICKI C WALSFTH 22 THOMAS J MAYKOSKI 2294 VALLEY VIEW AVE .86 VALLEY V • •IEW AVE MAPLE WOOD MN 551195856MAPLEWOODMN551195856sa i 3— 8—j;23mw00754 3 -28 -2 —23 -0076S .NO. b 94 TERE D SPAWN CAROLowLYNN SPAWN BRIAN J FITtGERALO MCNICA J FITZGERALD230TIMBERAVE MA PL Eft OO D MN 5 87.0 LAKEWOOD DRIVE N MAP WOOD MN 551195857 t 3- 28 22 23 --GO77C - M . h Do 6194 3— 8 -2 -23 -00781m .N • 6 94 KENT W JEFFERSON CONSTRUCTION CO STE C MOSHER C ,. 4530 HIGHWAY 61 idNITE EAR LAKE MN 551103424 LIS 0 MOSHER 2359 TIMBER - AVE . 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N0. 6194 J3- wZe -2 2 - 23 - 0088 SM .NO. 6194 PATkICK K RILEY KENT W JEFFERSON CONSYRUCTION CO PAMELA L RI E 68 8 LA KE w00 OURT 4530 MHI TE HIGHWAY 61 A AKEBEL NN 551103424 f MAPLEwOOD AN 551195859 I0 . 3— 8 -22 -23 -0089 ASSi 6194 ID 13- 28 -22 -23 -0090ASIMT.ND. 6194 -jN . DANIEL S PROESCH 'KENT W JEFFERSON CONSTRUCTION CO KAREN K PROE 920 LAKEWOOD COURT 4530 WHITE HIGHWAY 61 BEAR LAKE HN 551103424 = 11APELw000 !NN 5 00 91jRjMj3;68owjj;2 3 3- 8-2 - 3 -00 92 6 94MN . KENT W JEFFERSON CONSTi UCT30N CO KENT w JEFFERSON CONSIRUCIION CO 4530. HIGHWAY 61 WHITE BEAR LAKE KN 551103424 4530 WHITE HIGHWAY 61 BEAR LAKE MN 551103424 N i JRIMJ3;61-2j-23m&0093694 KENT N JEFFERSON CONSTRUCTION CO t 4530 HIGHWAY 61 UNITE BEAR LAKE MN 551103424 r f L V i - i f L' 1 I fS7.t0 1 i 9 IM R - AV i s 3 o v Coos 0 ,K O Q1'It• QT Rt.' 2 04 3 o J t W N t 72 Z•• t Sl l• S'& Z. - 7 S b E,Z _ h Z. 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H 6 9 D 13 -28 -2 —31 -0009SMT.NO. 6 94 JO A DRE VN I C.A DREVNICK CK DEAN M a LORRA .: QH iNE M V LHUTER1016MARKIEST MAPLEWOOD MN 551195934 1024 NARK IE ST ST PAUL MN 551195934 f t _ r D • 13 -2 8 -Z -31 -001415SMT*HO. 6 94 3- 28 -22 -31 -0011IRSMNO. 6194 ROBERT A a VERNA JUNE GARDIiER NICHOLAS P G MAR 1Q58 MARN GARET M FRANCIS iE ST2048MARNiE ST PAUL tN 55 1195942 MAP LE w00D MN 551195942 3` 8 -" — 1 -0012SM .N 9 D 3- 8— if9 -31 -00IsimloNue 13 THOMAS A F A8 I0 068 M RNIE STITPAUMINN s _ C /0 DEAN E SHER BURNE 1 78 MARNIE ST351195942hPLEWOOD MN 551195942 t M. 3— 8— 2 - 31- 0014 N 194 3 — —K . 614 WILLIAM R f . 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(2) ti 90 21 , • 7 128 3z 2 7 c a0 3 0 2 CO) , 2.3 ZZ Z3 X24 ,Z 5100- 5 24 n 5 A00 " `o , ! i .S (, Z 7) soft rY 4 3 0 o too. I 90.48 9 90.0` i h 10 0 `o w , 6 s, SNo (31 a $ 0 R .S ,9 2zC3L " !e o•34 S 95. !0 8 0 3 y ! 9 a C v 4 0. (33 N Co' 'Z - , > o (3 6 C3 to V t o0 9 3 4 — 153.07 9 . / BADD63 9 95 95 to?- z 989 (45) 6 A '1!. AD , X SIGH S 5 M 6 o+ 9 Q o9e aGONYASA14 - ) s N 0 0 1) • es'm'pPENE DK Iii 1'73 yak , 4.wmmm- h 1 I 2 Q 3 9.16 Vs. S — 0 / 033 . Notification Area Map PROJECT 90 -1p ec HIGHWOOD— McKNGHT N/A ID. 3-28 -22 -43 -0003 ASSM *NO* 6194 BRIAN M REMdISH BRENDA J MESSIER 2090 MC K N IG H _RO S MAPLEWOOD MN 551195940 C 3— b_ —33 -0004M•N 94 8- - — 00052M13;6 19 3 RALPH J CURE LL A PALLA J CURELLA RALPH J C UR E L`LA PAULA J CURELLA11MCKNiGtiTROADS1100MCKHIGHTROADSlsAPLEW00DMN .551195940 MAPLEWOOD .. NN 551195940 ID 3- 28 -22 -33 - ASM •NO. 6194 I0. 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NO • 6f94 A SMT # D • 6194 GONYEA DEVELOPMENT CO GONYEA DEVELOPMENT CO x-..50 GROVELAND TERRACE 50 GROVELAND TERRACE L• AP LS MN 554031145 MPLS AN 554031145 3 ;6jgjj8 2 33 OD54 3.8.2 3 Ot?55RIMM . 6 94 N . 6 9 GONYEA DEVELOPMENT CO GONYEA DEVELOPMENT CO 50 GkOVELAND TERRACE hPLS MN 554031145 50 GROVELAND TERRACE MPLS MN 554031145 D. 3 -28 -2 — 3 -0056 SSM E 9 lDiM13- 28-22-33awO057 ND •S .NO. 6194 GONYEA DEVELOPMENT CO CCNLIN CONSTRUC71UN I 50 GROVELAND T EkRACE 6 C3 0 50TH ST N hPLS hN 554031145 OAKDALE MN 551281337 1U • 13- 26- 22- 33 —OU58 AS MT NO 6194 G • 13--2 8- 22- 33 —OC9ISSMTeN . Do 6194 GONYEA DEVELOPMENT CO - 50 GROVELAND TERRACE GONYEA DEVELOPMENT CO 5C GROVELAND TERRACEMPLSMN554031145MFLS MN 554031145 J j13;61— J2- M — 0060 3 — 8 -2 —33 -0061194SM .N • 6 94 GONYEA DEVELOPMENT CO GROVELAND TERRACE LS M!i 55403114.5 MCDGNALD CONSTRUCTION INC 1212 8 U BILL BAY ROAD LRNSV L E MN 553375155 L 3— 8 -22 -33 -0062 SM 6194 10 3— 8— 2 -33 -0063MH •AS .N 194JEROLDEFREVEL C. D FR EVEL GAL EN BRITZ KATHER NE W BRIT1573COHAHSEYST8204 ST PAUL Mti .551173584 1169 LAKE WOD DK VE S MAPLEWOOD MN 551195967 J01nj3 ; ll=w22 ; j3-w0064 121MJ3;68-2j;33-006564 ROGER 0 DAHLIN f MARV IS S DAHLIN GONYEA DEVELOPMENT CO 50 GROVELAND lEKRACE1121QUENTINAVES LAKE LAIll MN 550439526 APL MN 554031145 ZZ 3 9 GUNYEA DEVELOPMENT CO 50 GROVELAND TERRACE MPLS AN 554031145 1D9 13- 28 -24 - 33 - 0069 ASSMT•N09 6194 GONYEA DE VE LOPM ENT CO 50 GROVELAND TERRACE MPL S MN 554031145 3— 8 -2j; j 3 —0070 M N . b 3- 8 -2 — 3 -0071M tARK A SOLHEIM HRISTINE M 0 HE M 2339 OAK HEI H S CURT N • 6 94 BRUCE 0 CLNNINGHAM PAMELA J CUNNIN HA MAPLEWOOD MN 5511969LO 2329 OAK HEIGHT COURT MAPLEWOOD MN 551195960 ID 13- 28 -22 -33 -0072ASIMT.NO. 6194 ID. 3- -28 -22 -33 -0073 ASS .NO. 9461 GONYEA DEVELOPMENT CO SHE RYL A LINDERT0GROVELTERRSUITE8 P L4. MN 55403114 J334 UAK HEIGHTS COURT AP LE WOOD MN 551195960 Tfl_ •9_70— i9__ ww -. S 28- 22..33 -0074 ID• 13- 28 -22 -33 -0075ASSti .NO. 6194 ASSM 6194 BRADLEY A SKATTER KART K SKATTEK GEORGE A AN ORES 2342 OAK HEIGHTS COURT JULIE D ANDRES MAFLEWDOD tiN 551 9 1113 LAKEMOOD DRIVE13960MAPLEMOOD MN 551193607 JJIMJ3"8 - 1-2j;J3-0016 .N TO D J SA DELL linkl L SANOELL KENNETH S 6OOONER 1223 LAK EWOOD DRIVE JUDITH A GOODhE k MAPLEwDOD MN 55119 1133 LAKE -MOOD DR S36aTMAPLEMOOD HN 55119596.7 M ?IJ3; '68m-2j330076694 3 28 22 33 0079M .NO. 6194 RAND S WELCH GCHYEA trf2341SNOWSHOELANE0 DEVELOPMENT CO MI L E1OOD MN 551195956 5 GRDV ELAND .TERRACEMPLS MN 554031145 0. 3— 8 -2 -- 33 —CObOSSM .t 6 94 lDtD • 614 6UNYEA DEVELOPMENT CO50GROVELANDTERRA GONYEA dEVELOPMEtT CO r.P 50 GROWEEAND TERRACEMN554031145MPLS MN 5 5 4 C z i e 3114 5 3Q 1 0 13 3 1 44 .2 sow. ' o• 5t 407.113,9. 9e o 9 y IL o , (, o (17 C Fs2 T.E o o D io .1 G . N by N)2 C)f fe.1210733)0 (7) . 3e 34 r u q . 9 201 ti M 6 h s, .11) lu 3,2rro o ,23.sz .° 13 0 14 1641CO S)8 9 ' 117.,E ( ?, i8 0 3 V ti 3 4 Z4. 43 2.1 peo 3 ,82 B 1 - 42. an h 22 OL38) 3 -9) r4 . (7) H G QLAN 3 IQ S 0 1 h 12 1 , IV 0 \ I'bPao13 :37.46 so 3 j.=r too.99 rco.99 1 Z z8. r 13 8 Z r 3 G3 197. 24 . 0/0 Notification Area Ma PROJECT 90 10 omit N/AHIGHWOUTLET . ID. 13- 28 -22 -34 -0003 NEW IMAGE BUILDERS INC P0 BOX 41.991 MINNEAPOLIS MN 35441 40991 ID. 13- 28 -22 -34 -0006 ASSMT. NO. 6194 NEW IMAGE BUILDERS INC PO 'BOX 41991 MINNEAPOLIS, MN 55441 -0991 i t f i ASSMT. NO. 6194 NEW IMAGE BUILDERS INC P0 BOX 41991 MINNEAPOLIS MN 55441 -0991 ID. 13- 28.22 -34 -0005 ASSMT NO. 6194 NEW IMAGE BUILDERS INC P0 BOX 41991 MINNEAPOLIS MN 55441.0991 ID. 13- 28.22 -34 -0007 ASSMT. NO. 6194 NEW IMAGE BUILDERS INC P0 BOX 41991 MINNEAPOLIS MN 55441 -0991 IU 13 28 r2 42 W04 D 3- 2 8— 2.2— 4 2— 0 0 CI S ASSM 6194ASNT • NG o 6194 NO. F{ WILLIAM M HAMMETT THOMAS A GIBSON A HAMMETT UELOR' D GIB ON . sbe FERNOALE ST IAPLEW00D -KN '551193807 976 FERNDALE T HAPLEW00D HN 551193807 41 f JDIMJ3- 81wwfl -42 -0006 I 3— 8 -22 -42 -0007M94A .N . 6194 j' KENNETH R HEUTMAKER ROGER H H07 FFRING ' BE VERL Y A. HE UTMAKER IS,HEILA h MUNT IF ERING 98ti FERN STS 111 5TH ST IKAPLEWODD AN 551195950 31 PAUL M N 551065343 D 3 -2 8- 22- 42 --a0fl8 S i N0. 6194M 8 -2 —42 -0009jRjj3694N . TI_LSEN HOMES INC RUSSELL L GARVEY 627 LLING AVE SIN DARLA K GARVEY 1008 FERNDALE ST SSTPUAN5511.61529 MAP LE WOOD MN 551195950 ID 13 28 22 — 4Z —aolo o. 3- 28 -22 -42 -0011 ASMT. N0 • 6194 SSM 9N0. 6194. BRADLEY J SCHLIESING ROBERT S TILSEN PO LY A MEYE 627 SNELLING AVE S 967 FERNDALE ST ST PAUL MN 551161529 - MAPLEWOOD PN 5.511938C5 l' l3— 8 -22 -42 -0013 Sh.4 N . 6194 LEROY J ZIPKO ANN M - FEUERSTEIN y.FLORENIINE A ZIPKO 991 FERNDALE ST S 98 3 FERNDALE ST AP LE W00D MN 551195951 hAPLEWDOD AN 551193.870 1 8 -22 -42 -0014M1 1R1,, ToNOo13 -2 8 -2 2 -42 -0015 O. 6154 6194 MCHAEL J HOLM DARYL R RICK ` LI M HOLM JAN ICE A RICK 99 FE RNCALE ST S 1007 FERNDALE ST S hAPLEWOOD AN 551193870 hAPLEWOOD MN 551195951 j jR64•.6 4 GRAZ YN A A STEP IEN DAVID L SCHAD HENRYK P STEPIEN GINA M SCHAD 1014 MCC LE LLAND AVE 1b3 MCKNI CHT ROAD N 0209 MAPL EWOOD Ph 551195954 ST PA4L MN 551196641 1J3 8 -22 -4 2 -001821M 3 -28 -2 —42 -0019 0. 6194 SN! .NO. 6194 JEFFREY C SOUTHWARD VILSEN HOMES INC SANDRA N SOUTHWARD 627 SNELLING AVE S 996 C LELLAND AVE S 51 PAUL MN 551161529 A Pt, N DG ON S S1 1 9 59 b4 r w 4 t r 9!. k# 0 ip ds e a a 6 • {ii j THOMAS 8 MILLER r— SANDRA J FILLER TIL SEN HOMES INC 627 SNELLING AVE S98214CCLELLANDSTSTPAUL MN 551161ti29 —AAFLEWOOD hN 551195954 3-68jj;42m 002.2 M } 4 3- 8 -2 J;42- 023J,h .N 6 4 TI L SE HOMES INC - C • 627 N ELLING AVE S JAMES P FELIX BON ITA D F L I XSTPAMN551161529965MCCLELAND AVE S MAPLEWOOD MN 551195955 8— -42 -00 24MN I 3— 8 -2 -42 -00 2594ASM .H b 94 KENT M JlFFERSOh CONSTRUCTION INC C-4530 HIGHWAY 61 RICHARD J TETZLAFF CRAIG A T TtLAFFWHITEBEARLAKE. hN 551103424 6G95 LOUR LY ALCOVE MGODBURY MN 551253931 ID. 3- 28- 22 -4.2- 0.026 ASSM .NO. 6194 s ID. 3- 28 — 222 -4 — 002? ASSM .HO. 6294 ROGER GUHUERSON xw-: k1CHAR0 J TETZLAFF STEPHEN R JELINEK SUZANNE M JELINEK23.:50 HELANIE TRAIL N SCAN CIA hN 550739745 2355 DURLAND PLACE MAPLEWOOD MN 551195564 3- 28 -22 -42 -0028M .NO. 6194 13 -28..2 ..42 -0029 SM7.NU. 6 94 ROGER GUNDERSON RICHARD J TETZLAFF LINDA L RAVEN 101 MCCLELLANG ST23550MELANIETRAILN SC ANUTA MN 550739745 hAP LE WOOD MN 551195955 f~ D. 13- 28 -22— 2 -0030 SSMT.NO. 619 0. 3J 28 -22 -42 -0031ISSMT *NO*6194 ANDREW H RA4GITSCH EMILY R RANGITSCH SCOTT W THURY THERESA J THURY1 -IOC2 ODAY ST S MAPLEWOOD MN 551195952 994 ODAY ST MAPLEWOOD HN 551195952 JD* MJ3 ;88 - 22 -w42 5S.. 6194M 3 8 - 22 - 42 - 0033 N 6194 t.RIAN L HORGAN 486 0 DAY STS STANLEY G ALLISON LEI LA M ALLISONMAPLEWOODMN5511959529780DAYS MAPLEWOOD MN 551195952 3 8 -22 -42 -0034SM6194 jQj3j68-w22;42-0035fMN .614 TILSEH HOMES INC 627 SHELLING AVE S ST PAUL HN 5511615 RICKY A NELSON S 'ZANNE M N L ON 29 9 1 0 DAY S MAPLEWOOD MN 551195953 ID. 3 -28 -2 - 42 -003b ASSA ID. 13 -28- 22--42 -0037N0.. b 94 ASSMT.NO. 6194 RICHARD N BERLINGRUBYNRBERLING LEROY M HAUBLE 3G25 DEVONSHIRE DRIVE579OAY ST PAUL ST S AN 351195953 110ODBURY MN 551252490 3 - 8 - b 2 9 - 2 -0038 M 3 3- 8 - J;4 2 -0039Hill CHAkLE R 995 0 AY CLE ELAND ST ADEUSZ NEG ERIRENAMAPLEWOODMN551195953 WEGIE 1CO3 0 DAY ST ST MAPLE WOOD MN 551195953 14-.1 AGENDA REPORT To: City Manager Michael McGuire From: Director of Public Safety Kenneth V. Collinve::vt,,. Subject: Purchase of Marked Patrol Vehicles Date: February 14, 1992 Introduction 4 ration by Council: Endorsed Modifie Re j eot -- , Date Money was allocated in the 1992 budget to purchase patrol vehicles. We, therefore, request authorization to purchase 1992 marked patrol vehicles, five for the Patrol Division, two for the Paramedic Division, and one for the Fire Marshal. Background The Police Department can purchase patrol vehicles at only one time during the year The P urchases are made in conjunction with the State of Minnesota, the City of St. Paul, Ramsey County, Washington County, and many Ramsey and Washington County cities. The bid was awarded to Polar Chevrolet. The vehicles must now be ordered for deli very. i n June or July. Recommendation As this is the only time during 1992 that we can purchase these vehicles, we recommend that authorization be given to make this purchase. Action Required We recommend that this be P resented to the City Council for their approval. KVC:js tion by, C ounc 11: jridorse i 11odifi ®d MEMORANDUM Re j ®ate y batsTO: City Manager } FROM: Ken Roberts, Associate Planner SUBJECT: Conditional Use Permit & Howe Occupation License Review LOCATION: 2194 Van Dyke St. DATE: February 17, 1992 INTRODUCTION The City approved a conditional use permit and home occupation license for Mr. Ronald Launderville of 2194 Van Dyke Street on January 28, 1991. The City required that the Council review the permit and license in one year. The permit is to park a tow truck at his home. The license is to operate a towing business there. (Refer to the conditions on page 7.) BACKGROUND November 5, 1991: City staff approved a four -foot front setback variance to allow the the construction of a new garage addition. The City required the construction of this garage as part of the conditional use permit. The City issued a building permit for the garage addition on November 18, 19910 DISCUSSION Mr. Launderville _has complied with the four conditions for the conditional use permit, except number 4. Condition four requires him to have.a garage built by July 28, 1991 to store his trucks. The builder is nearly done with the garage. In his letter on pages 5 and 6, Mr. Launderville states that there were some family financial problems that kept him from finishing the garage on time. Condition Four also states, "Mr. Launderville shall remove the storage shed within one (1) month of the garage completion." Since the builder has not yet finished the garage, Mr. Launderville has not yet removed the storage shed. In his letter, Mr. Launderville states that he expects to have the storage shed removed by the end of April. Since Mr. Launderville has not finished the garage or removed the shed, the City should review this permit in May. This review is to insure that he is following the conditions for the conditional use permit and home occupation license by that time. RECOMMENDATION I recommend that the City Council review this permit and license again on May 11, 1992. kr /memo 6 5 . mem (11) Attachments 11 Location Map 2, Property Line /Zoning Map 3. Letter from Ron Launderville 4. 1 -28 -91 conditions for approval 5, Letter from Riechert E t!f W U = U Q AN AV U) W _ WW 2 W AV or g 1 1 91 1 68 Q ( 2) PRIVATE STREET AV (XSSAB/ AV) NORTH SA IN T PAUL AV tw J NORTH SA /NT PAUL 68 ! AY LARPE NTEUR LOCATION MAP Q N 3 Attachment 1 Q Q . 202 Z 24 25 2 7 16 17 His 9 23t7 7 c 6 ' 4•e; • COPE ww Ld i 1 i 029 p I •. 0.+ 04 GATEp VA . 1 F( ,. n c 25 2 LARK 23 A. r 2 a 015 or• 1 b N Ze) I 554 _ N + C3•p,Q `'' ) • 42 •; 2242 t 4 1411 2241 CD 2 2 7 6 ) 030 rr 14 r 4 31 Zo) l 0 ' 3 v 2230 2 Cac • 89c.1t Z -00 LAUR I E 20 13 1 0 . 2215 165 o smot. Z' Zl toc . .`s 2210 .rr.T - c - - - _ AEATFD 2 -- - - - - -- -- I - - 2 17ZJ(.v6 - - - -ooc. 42 NWlr LAUNDERVILort . . LE PROPER Ey:Zo o zo 2 7 _ W 2 1M1 .Z c • S r 2a nsA ( S - 2194 2195373 • f3 'Q •T I #.. _ _+ .. 234 3 _ r. 41pf W i 99 pf. 4 S. -, 218 s t d• 9 I z0) j Q • O 3 05o .4? 17919 z 1 140 1 to 3O . 2 30. fA Q ~ j• Y A " A 86 1 877 188 IM h 09 23i - - - 3 lb _ ,.84t• 5 5 O to in COUN — ROAD — .. c - y22. v i 1 ui , 20 19 A% _ L cl4) h mom R&I 3. b PROPERTY LINE /ZONING MAP N 4 Attachment 2 A ,10 r G ins A- c( nm iii fi 1 l de p- Q jj 77 0W 4vu C 6C C YU A) L-Y2 114 1 W IC L) tz) L h4- d d-y7j C, 6 fQ E 7ti!\ 7L;E ftyn r A--Ck c7 U-+ bc:)o C-L. j ' Al) q h LIE-- Attachment 3 L _ c,j t -4 e - l OL CLAY Approval is subject to the following conditions: 1. The City Council shall review this .permit one year from the date of approval. This permit shall end on November 1, 1992. 2 ' One truck must be removed by November 1, 1991. The other truck must be removed by November 1 19920 3. The use of the tow trucks at the property between 10:00 p.m. and 7 :00 a.m. is prohibited. 4. The applicant shall have a City - approved garage completed on the property within six months of the City Council approval - of this C'UP. -After construct the garage, the applicant shall use it to store the tow trucks when they are on the property. Mr. Launderville shall remove the storage shed within one (1) month of the garage completion. Seconded by Councilmember Carlson Ayes - Mayor Bastian, Councilmembers Carlson, Juker, Rossbach Nays - Councilmember Zappa h. Councilmember Rossbach moved to approve the Home Occu ation License for Ronald L_dervi l l a at 2194 _yanDyke Street subject to the following conditions* 1. Towed vehicles shall not be stored on this site. 1 GC 2 . The outdoor stora a of 'unked vehi cl es and vehicle arts on theC. 9 . J P property is prohibited. 3 The restorageand air of vehicles other than the applicant's isp prohibited. 410 The parking of vehicles on VanDyke Street overnight is prohibited. 5. The parking anus storage of vehicles on the Sandhurst Avenue right -of -way is prohibited, unless the property owner signs a hold- harmless agreement prepared by the City. 6. Compliance with all conditions of the conditional use permit and the City's home occupation ordinance. 7. The City Council shall review this license in one year. The license shall end on November 1, 1992. Seconded by Councilmember Carlson Ayes - Mayor Bastian, Councilmembers Carlson, Juker, Rossbach Nays - Councilmember Zappa VA Attachment 4 0 To: Lucille Aurelius Gary Bastian Ken Roberts Date: Jan 6, 19.92 Subject: Conditional Use Permit 2194 Van Dyke St. Ronald Launderville According to the City Councel meeting held on January 28th 1991 regarding the conditional permit granted to Ronald Launderville, there should be an upcomming City Councel meeting during the month of January 1992 reviewing this permit. We, the neighbors of Ron Launderville would like to know when the review is scheduled? We also would like to know if the City Permit Dept. is over - seeing the compliance of this permit? We have noticed that no garage was constructed within the first 6 month since the issuing'of this permit. The storage shed Semi- trailer) has not been removed and that R. Launderville is using the Sandhurst Ave. right -of -way for parking all kinds of vehicles, including his large school bus which makes the neighborhood appear junky. Finally after 11 month in December a garage construction was started. Why was he permitted to .build it so close to the street? We would like to get answers to all of these questions. Sincerely, v A.r" Manfred E. Riechert 2172 Van Dyke St. 777 -5784 Attachment 5 8 MEMORANDUM TO: Cit Mana FROM: Director of Communit Development SUBJECT. Buildin Relocation ordinance DATE* Februar 17, 1992 INTRODUCTION Ao.tJ. on b J .,Council:0 nclors e d f Modified.- le ected Date Cit staff is re that the Cit Council approve the attached ordinance which chan a subsection of Cit Code on buildin relocation. This subsection states that the Cit ma re someone movin a buildin to provide a securit deposit to guarantee repair of an streets the dama The Cit Attorne told me that the State prohibits the Cit from re this -an The State now licenses buildin movers and re them to be insured. RECOMMENDATION Approve the attached ordinance. go\memo38.mem (5.6) Attachment: ordinance ORDINANCE NUMBER AN ORDINANCE CHANGING THE REQUIREMENT FOR STREET REPAIR ESCROWS FOR BUILDING MOVERS The Maplewood Cit Council approves the followin chan to the Maplewood Code of Ordinances: ( I have underlined the additions and crossed out the deletions. Section 1. Chan Section 9-64 (b as follows:, f I e 0a.VE-3-1-lars 3 9 9 9 . 0 9 1 er an e i0c=14 :==a resul4=4== ea 1.11 S-P %eo %d 19P x Ick I a 4 1 a 4 :n— Y 0 Section 2, Renumber subsections 9-64 ( b ) (2 throu ( 5) as appropriate. Section 3, This ordinance shall take effect upon its passa go\memo38,mem (5.1) 2 AGENDA ITEM AGENDA REPORT Action bar Council:; TO: City Manager Endorse codified FROM:. City Engineer Rei ected Date SUBJECT: Larpenteur Avenue, I -35E to Edgerton, Project 86 -27— Concurrence of Award DATE: February 18, 1992 Ramsey County has received bids for the bridge replacement and street reconstruction on Larpenteur Avenue. Maplewood's share of the cost is comparable to that estimated at the public hearing.; Financing for the project is as follows: Storm sewer assessment $59,219 Street assessment 22,875 Municipal state aid 98 Maplewood's share according to agreement $180,642 It is recommended the city council concur in the award of the bid. KGH jw Ramsey County DEPARTMENT OF PUBLIC WORKS 3377 North Rice Street Saint Paul, Minnesota 5 5 12 6 612) 484 -9104 Divisions of Engineering Maintenance Mobile Equipment RAMSEY COUNTY Environmental Services January 28, 1992 Mr. Ke Haider City Engineer 1830 East County Road B Maplewood, Minne 5_5.10.9 Bid Opening - January 22, 1992; 2 :00 p.m. Larpenteur Avenue I - 35E to Edgerton.Street S.A.P: 62 - 630 - & MSAP 138- 020 -07 Bridge No. 62554 -- Larpenteur Avenue /DNR Trail at Desoto Street S.P. 62- 630 -21 Accompanying is an abstract of bids received and Cost Participation Summary for the road project. We have recomputed the Citi estimated cost participation based on the low bid of F.M. Frattalone Excavating & Grading, Inc.; Frank M. Frattalone, President; 306.6 Spruce Street; Little Canada, MN 55117 Phone 484 -0448, Fax 484- 7839. The apparent low bidder for, the bridge construction was Cy -Con, Inc., with a bid of $4.53,677.00. Ten bids were received on the bridge. I.n accordance with the provisions of our Agreement No. 89005 we request the Cities concurrence to award the construction of -this project to the low bidder F.M. Frattalone Excavating and Grading, Inc, we anticipate a contr ct award b :April and tristruction to commence as soon as we a pe rmi-t s 'J iG r1/ Wayne o Leonard, P . E . Special Pr jects WRL :ptd Attachments cc : SEH — Gary Grey Bob Paine, Construction COST PARTICIPATION SUMMARY Larpenteur Avenue - I -35E to Edgerton S.A.P. 62- 630 -36 based on Low Bid Received 1/22/92 by F.M. Frat talone Project Total $983.866.96 Storm Sewer Split Total 326,166995 S.A.P. 62- 630 -21 60.9% $198,635967 S.A.P. 138.- 020 -07 30.65% 99 St. Paul 8.45% 27,561.11 326. ST. PAUL COST BREAKDOWN 10%89: Price x Quantity.Preliminary Constructiotl Cost Engineering Engineering Total Curb & Gutter @ 75% of $5-.28 x 3302 13,075.92 $1,307.59 1 046.07 1 5, 4 29.59 Storm Sewer @ 8.45%27,561.11 2 2,204.89 32,522011 Estimated Construction. Cost 47,951.69 Storm Sewer Right . of Way*p. 47 MAPLEWOOD COST BREAKDOWN 10%8% Preliminary Construction Cost Engineering En ine Total Curb & Gutter @ 753 of $5.28 x 2531 10,022o76 $1, 002.28 801.82.11 Utility Impr. @10.0%34, 200.15 $3,420,02 2 736.01 40 356. 18 Storm Sewer @ 30.65%99,970.17 9,997.02 7 117,964.80 Estimated Construction Cost 170,147.83 Storm Sewer Right of Way*10 180,642983 From page 2 of right of way costs WRL: p td 1/28/92 AGENDA ITEM AGENDA REPORT gOn by Council: TO: City Manager .11odifie 8e3eater FROM: Assistant City Engineer Bruce Irish r ; Dat 0 SUBJECT: District 22 Trunk Sanitary Sewer Replacement, Project 91 -10 DATE: February . 18, 1992 Introduction The subject feasibility report is presented. There are no assessments proposed. As such,. consideration of the recommended improvements at the February 24, 1992 council meeting is requested. Background The recommended improvement is to slipline the pipe between Gervais and Beam. There is so much leakage into this pipe that it takes up about 20 percent of the pipe capacity and costs the city about $55,000 in unncessary treatment costs. $liplining will correct this problem. The report also discusses the potential. of a recreation trail generally along the same corridor as the sanitary sewer. Consideration should be given as to whether, and how extensive, an auxiliary recreational trail should be included with the project. If the segment of recreational trail between Gem and Southlawn, as shown on the comprehensive plan, is to be built,. then it should be built as part of this project due to its potential impact on inplace water and sewer mains. To minimize ultimate costs, it is requested that authorization be given to include an alternative bid for sliplining of the deteriorated sewer on Larpenteur east of White Bear.. Depending upon bids received, it may be cost - effective to slipline this section as part of the contract. Recommendation It is recommended that the project be ordered as given in the attached resolution. BAI jw Attachment RESOLUTION WHEREAS, pursuant to resolution of the council, a feasibility report has been prepared for the District 22 Trunk Sanitary Sewer Replacement, Project 91 -10. This report was received by the council on February 24, 1992. NOW, THEREFORE, BE IT RESOLVED that the recommended improvements should be constructed. The city engineer is directed to prepare plans and solicit bids for the work. FURTHERMORE, a budget of $466,000 from the sanitary sewer funds is appropriated. The costs of District 22 sanitary sewer work, estimated at $366,000,.Shall be repaid to the sewer fund from the tax- increment financing of the Cottages of Maplewood —West project. FEASIBILITY REPORT FOR DISTRICT 22 TRUNK SANITARY SEWER REPLACEMENT PROJECT 91 -10 MAPLEWOOD, MINNESOTA 1 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. Bruce A. Irish, P.E. Registration 14974 February 14, 1992 City of Maplewood Department of Public Works 1830 East County Road B Maplewood, Minnesota 55109 Senior Engineering Technician William M. Priebe Engineering Technician 1 Randal K. Lindblom 1 DISTRICT 22 TRUNK SANITARY SEWER REPLACEMENT PROJECT 91 -10 Executive Summa ry The existing sanitary sewer has enough capacity for ultimate flow rates if there is not significant leakage of groundwater into the pipe. However,. there is massive leakage of groundwater into the pipe. The cost currently paid to the MWCC to treat this extraneous groundwater is about $ per year. It is cost effective to replace or slipline this pipe. It is recommended to slipline the pipe. Introduction The 1974 and 1980 comprehensive sanitary sewer plans stated that the segment of sanitary sewer from Kohlman at Van Dyke to Kennard south of Beam would not have enough capacity. It was projected to not have enough capacity to handle the peak sewage flow rates at ultimate development of its tributary area, District 22. Figure 1 shows the general location of this sewer. Figures 2 and 3 show the trunk sewer as part of the sanitary sewer system. The largest tract of undeveloped land remaining in the tributary area is now proposed for development. This feasibility report evaluates the condition of the existing trunk sewer and proposed methods to correct problems. Existing Condition An analysis was made using actual water consumption records for, developed properties.. The sewage flow at ultimate development of undeveloped or currently unused (e.g., Wards) parcels were accounted for by factors of 1000 gallons per day (gpd) per acre for commercial uses and 275 gpd for each residential property. A flow rate of 1500 gpd per acre is typical for commercial properties in Maplewood. The lesser unit rate was used to offset the over - conservatism of the assumption that all flow sources reach their daily peak at the some time. A peak factor of 4.0 was used in accordance with Ten States Standards. Currently accepted standards for allowable infiltration of groundwater into the pipes was also included in the calculations at 100 gpd per inch - diameter of pipe per mile of length. It must be emphasized that the infiltration and cumulative flow rates shown are not what exists, but what would be expected if the pipe met current standards for watertightness. Table one gives the results of the flow projections in comparison with the existing pipe capacities. GENERAL LOCATION MAP PROJECT 91 -10 DISTRICT 22 TRUNK SANITARY SEWER REPLACEMENT ols :Sc NONE 1 Date: 2 -24- FIGURE ON T I W I I N too RADATZ T C-i6tj SMAIG r q; Ad,1 0 d 89 9t0, ; 3;Z7)IN L...856* EASE ME NT mc. r , E.V AVftoE gal A% RIM tow flpf'l or Own" toed" r. ANN-- Ww ail 4wa& w 1u) 43 KOHLMI ago& 6 on a NEW I - — 30 t ILA 6051 mesa I YO I 41irl h -of- dw A —I r,7 •-;" A EXISTING SANITARY SE PROJECT 91- I 0 DISTRICT 22 TRUNK SANITARY SEWER REPLACEMENT 0, 10 Scale: Date :2 r.-rW N ui OL T COUNT 1 WERFIGURE m*%TWO PROJECT 91- I 0 DISTRICT 22 TRUNK SANITARY SEWER REPLACEMENT 0, 10 Scale: Date :2 r.-rW C N T tJ " ii i •%/ " »- _ a -.T- -' • • " D , w. . -. _ .. - _- - - __ _- - ` _- - V '" Cre .. a4 t26r M It 1 ir tttt O rr _, - Z 7 CA • Zl A lr ' t • M ! ,Il.ur v .. • • j 1 . „ 14 « _ •+ 1 i t'6--66&AA636 As 20 1 1-2yp 1;24all fit - 4 j . tl s --r1 •. O A T T too r 4.114C49 IL N / I it 44 im i , 1 0 , S •2MT fir} "'- • • • Y • , s ; 1 Of 8 0 N:L s Yi . f• 4. s j/ F w Ike 0 •• i.a •s i • a s s ob. ow t ES Mr.M -- ---AV . , O •• .. N V. a cs r 9. as @000i O.rr t M • . w 4.• I all r ! ERV S as _ _ GERVAI , , y SAVE 00 _ , • _ 4, * - -F.T 10* .4 ' s o l' awo PAW 1 Ob EXISTING SANITARY SEWE PROJECT 91 -10 DISTRICT 22 TRUNK SANITARY SEWER REPLACEMENT Scale: I 400'1 D ate :224921 R FIGURE TH EE sue- +r:. =. tcaum._ ixc._... .- .r_ -:i t::;r_.•_. ..4 -ey ... ,. m !ma!t+rxl -. h*,a«r7w^r^.'r C"l.'as.:.::__Jf .x' "t:.,^.".:::. ^rwt rtr,i5c&"- "^' mod£ L " r+!rrrM¢wr;c ^'"art•4.xw .. :, Tributary _to Gervais Ct. (MH 22 -1071 Commercial including Wards site 26 acres Q 1000 gpd /acre Cottages -West 108 units @275 gpd /unit Bright Keys Townhomes 120 units 9275 gpd /unit Subtotal Tributary to MH22 -104 behind Rainbow Rainbow 3520 ccf 748 gal /ccf 365 day /year MapleRidge Mall 5260 ccf 748 gal/ccf 365 day /year Table 1 DISTRICT 22 SEWAGE FLOW PROJECTIONS AND CAPACITY Incremental Flow Cumulative Flow Current Future Existing Ultimate Average Theoretical Average Day Peak Hour Capaci Flow• apd Infiftratio n. gpd grd g ged 26,000 30,000 333 89,000 300 5,000 356 491 7;200 10,800 Table continued) Note 1: Peak factor of four utilized. That is, peak hour = 4.0 x peak day + infiltration Note 2: ccf = 100 cubic feet of water consumed per records Note 3: REC is Residential Equivalent Connection i n..r r..ir yr.r.r.wrr+d yrri.rrrl Ir.rrrr Irke.rrr Irrrrr! rwrrriri wrNrrrwarrrl 1 Irrrrrrrrriril lrrrr.rwr! d Auto Mall 690 ccf 748 gal /ccf 365 day /year SuperAmerica 2824 ccf 748 gal /ccf 365 day /year Subtotal Tributa to Kohlman at VanDyke 14 REC Q275 gpd /REC Tributary to Southla at Vale (MH22 -75 5,800 24,000 700 30 4 1,100 34 Mesabi Project 5570 ccf 748 gal /ccf 11 365 day /year Note 1: Peak factor of four utilized. That is, peak hour = 4.0 x peak day + infiltration Note 2: ccf = 100 cubic feet of water consumed per records Note 3: REC is Residential Equivalent Connection Table 1 DISTRICT 22 SEWAGE FLOW PROJECTIONS .AND CAPACITY (Continued) Incremental Flow Cumulative Flow Current Future Ultimate Average Theoretical Average Day Peak Hour Flow, gld Infiltration,. gpd gad gad_ 1,400 Existin Capaci 9L 453 518,000 469,000 425,000- 550,000 Table continued) I woman" Table 1 DISTRICT 22 SEWAGE FLOW PROJECTIONS AND CAPACITY (Continued) Incremental Flow Cumulative Flow Current Future Existin Ultimate Average Theoretical Average Day Peak Hour Capaci Flow, gpd Infiltration, gpd gpd gad Residential 36 REC 0275 gpd 10- Subtotal 21 1 57 555 770 TrTr butary to Gem (MH22-691 23 REC 0275 gpd /REC 69400 2,300 649000 582 700 Note 1: Peak factor of four utilized. That is, peak hour = 4.0 x peak day + infiltration Note 2: ccf = 100 cubic feet of water consumed per records Note 3: REC is Residential Equivalent Connection The existing pipe capacity is greater than the ultimate peak hour demand except for one short stretch. In this stretch the sewage would "head up" or surcharge the line during peak demand. However, the effect is so slight (approximately 0.5 foot) that it is compensated for in upstream sections which have excess capacity. The existing pipe would have adequate capacity if it had minimal infiltration. It was very apparent that there was a significant amount of leakage into the pipe based upon the flow rates and conditions observed during weir testing during the middle of a weekday compared with the expected rates. The field notes of this daytime flow testing are given in Appendix A. The issue of how much infiltration was present is important beyond its displacing capacity needed to convey actual sewage. The city's sewage flow is metered at connections to the MWCC sanitary sewer interceptors. The city is currently billed at the rate of $1,156 per 1,000,000 gallons of flow. Significant infiltration rates can become very costly because they are ongoing around the clock, day after day. To quantify how much infiltration is entering the pipe, several tests were made. Samples of the sewage were taken where raw sewage enters the main. Samples at the downstream- end of the segment were taken later at about the travel time in the pipe. The samples were tested for the concentration in parts per million of chemical oxygen demand (COD). With no :connections in the middle of the segment, the measured concentrations should be the same. That is, through a closed system, sewage in equals sewage out. However, if there is leaka*e of groundwater into the pipe along the pipe, its (presumably) zero concentration of COD will dilute the sewage and lower the tested concentration at the downstream end. Figure 4 illustrates these concepts and summarizes the test results. The actual laboratory reports are given in Appendix B. The tests showed a significant drop in concentration and a relatively large rote of infiltration. Calculating infiltration by equaling the mass of pollutants entering and exiting each tested segment gives the infiltration rates summarized in Table 2. Table 2 INFILTRATION BASED ON CHEMICAL OXYGEN DEMAND TESTING Segment Calculated Infiltration, gpd Gervais to County Road C 35,000 Van Dyke /Kohlman to Southlawn 4,000 Southlawn to Gem 41 ,000 Gem to Kennard 87,000 TOTAL LEAKAGE 166,000 gallons per day r rr - ____, r.. yW ..+rrr 1i :s krrrnW rrr+i Wrl Y9 Irr.ri wr rri wa!i DISTRICT 22 HAZELW o00 STREET. INFLOW — INFILTRATION DIAGRAM ARK o 3 goo = 110 XEY EY COUNTY LIBRARY T000::* INFILTRATION SOURCE KENNARO STREET SOURCE OF SEWAGE EASEMENT. 69ccoo i687 C00 =CHEMICAL QXYGEN DEMAND 150/1 eo COUNTY 4 4fiy Y DITCH O TejA Iry, 41 v 91 COUNTY It 75 C00. 170/340 kvs O j 'v / SOUTHLAWN DRIVE CODa70 83 pcoo• i2o /ago r i5 1 i s i 2 , !of i Ode 94 coo= ieo coo_ioo VAN DYKE STREET DOMESTIC FIB MAPLE ALE RIDGE LL AUTO MART FIGURE FUR PROJECT 91- 14 1* : NONE DISTRICT 22 TRUNK SANITARY.-SEWER REP. AC EMENT 224 Leakage of this order of magnitude is possible considering the type of pipe construction and the soil conditions. The pipe is a clay the pipe built in the early 1960s. At this point in time there was no effective economic incentive to make joints watertight. The tolerances of the bell and spigot joints were not controlled carefully and O -rings were not used as is the case with current technology. Joints were "sealed" with organic materials such as oakum or bitumastic. These materials oxidize with time. They become stiff and brittle. They lose more of their limited sealing effectiveness. There are many more joints than on a modem pipe system because each pipe was 4 feet long instead of the 18 or 20 feet pipe lengths used currently. The pipe is buried in an environment in which an almost unlimited amount of groundwater is present to leak into each joint at an external pressure of about ten feet of water column. Soil borings were taken to evaluate the open cut replacement option. A copy of the soil exploration report is given in Appendix G Generally, the existing pipe is laid in loose, course alluvium (i.e., sand and gravel) to a depth of about seven feet above the pipe. These soils, together with the high groundwater levels observed, would not restrict the supply of water to leaking joints. Although it is very feasible that the pipe could leak this much, it was thought necessary to obtain additional corroborating data. Measurements of nighttime flow . rates were attempted between 2 and 3 a.m. At this hour there should be minimal actual sewage in this line. Observed flows should be reflective of the amount of infiltration. The nighttime inspection notes are shown in Appendix D. Basically, the flow rates observed differed little from those observed during the day. There was so much flow that the standard V -notch weirs still could not be used. Depths of flow were taken at several downstream manholes. Although this method of flow measurement has limited accuracy, the flow rates based on depth and pipe size and slope were calculated. The flow rates that were calculated ranged from 130,000 to 165,000 gpd. These rates agree well with the calculated leakage based on the chemical analysis. It is reasonable to conclude that the infiltration is about 130,000 gpd. At $1,156.00 per 1,000,000 per gpd, this equals $150.00 per day or $55,000.00 per year. There is also a serious deficiency in the accessibility of the existing sewer for maintenance. The existing sewer crosses back and forth across County Ditch 18 through open space. The route of County Ditch 18 in relation to the sanitary sewer is shown in Figures 5 and 6. The manholes in these areas cannot be reasonably accessed by vehicle for maintenance under most conditions. This means that the line has not been cleaned or televised. This increases the- risk of a backup. In fact, when the samples were taken for COD testing, it was found that the sewer behind Rainbow was surcharged by several feet. A large rock was in the downstream section. There have been instances where isolated manholes have been vandalized by dumping large debris down the manhole to attempt to block the flow. If an obstruction does occur, there is a large concern about the delay in time to locate and correct it should it occur in these unaccessible areas. The delayin time would make the damages from a backup more severe. 1Y1a1•la•.1•d mow rLiSI.M......als,+ :i... -.. . _____ rlr..r...d w. irrrlrwrrr+rr,i rrrIrrrrlwi ;rrwIrrrriwl irrrllrrri) 1wtrww lwrwrrrwrrrrr iitrnrtrwhi lrt Wrtyrr,twrrr t'- -?r..- , err...._..— • 1 S. AO . 1.11 !/M • _. •a.•. :..` ^ r , • • J T ' ia•• i s / 1L It1[OF MAILeWND ( 1 R A AV - ' ,.• _.,_,__ •...._.__ •• t ism is Lit ROW y„}•as ..•. w• . Mr • Mme• /'• ; •. «. ...... ••r 1 ••a•. . ••4t „ ••. •t• '. •' • yr. • 11l••• r 1 /y ' cc.. •s,1 (K• .. 'Oo+ •,. +• .•' ' 't +. :, s vi b r • • ( • l ~ ` y '. fir' , ` i 7rtj { r " •• • • } 1 ' 1 ; . , , r j in ..•MARKHAM POND .;,t ...: ;: = - •: - -' ..{ .. .:. , _ _ 8T5 N ' O ,,, PSR PVC w11• .- - 1! :___ -_ -- : s H --- Pit1114T ..604b • 883 N .: - -- .. 8.+ 11atoord L 200 A F 4W o• •4457 `w I 1A 4lr A/ 11 . •° t oil .w. CA fit 1 ; v:/ , DET.6ET. BASIN . 908 H = BASINDIKE _ 11 1 o- air? T AF fist* .@.% 4--- __ U- 0 4M111M"6fes=- a• • e• ' . -'= r` a... r- • .. • VALE f • • ' . _..•` - .. _- , TCH • . i ti C4 t, N e• • 1 1 . .• , r , • Use PIP i 1 •i - • ~ de• • . /•• , w• ; TOP 916. -•y_. 1 000• • •.. • e M•s N V fZ L. i.et.• LTA} . "' •• 1' e•. •' - 1 Fi " :C;: :: FRENCH DRAIN f • ,. , C , lab "94EL 1 oz : ••.. SOUTH , ' - 1 • -- 446 a w a..t,_ • SAS •.:.:vv Is (i1 `_/ • -; y - . : • f •a ! • tea' -1I i 1, I.a' v, • • .•r.•r. -. - -w. .•. a ' I ~ • • 1i ! t r !rQl1. . alr' • bRt aofta vim • .. ... w.•- 1 all al 1.c » _ea ••. a -• ; -__ . , .:.ate.. - - - - -- _ _ ; tl •1:: soon I OWN w •„w fb. /.r. I IN.. '•.e•• ,.' to is ('11 - r. .if• ... '• I `• q`• PMcu , Pftzww ilk AN I , •OO • M•N \i •ta r ! "' l.f. IM. 'a - .._.._.. y ! '+r• -. • v. -.___ ` , L-- ...- __.._.. - -^ FIGURE PROJECT 91 -10 DISTRICT 22 TRUNK SANITARY SEWER REPLACEMENT F1 VE Scale A " =4 Dote: 2-2440092 f * 14 isL.0 cr r 10 tt 1 o 1 CD v d!•. ,s•. I)'t::ll 11 r ` 4w 4smmP. T 40 41 of L : - • • &_-L As" _ - ." T T' T om"-- T. , 16 M/ cf !N'• ,• a.j[>J .tl:l>jt)af .i r ova Z_ s F`r — si.. ) , a,. b_ • OAK • J A V E. Z • IM 4 OYTLOT w r • 1 . - .T • EDGEHILL ROAD to t •M • 'h • T i •+,'` t i CItT ri•1•: Z .•, 13 I: 11 10.•!1 +is t ass. , • t .. •- t f1 t m j -- _ -• PRIVA dot 82MCAR r. r°s s ' st,A"m V Is 11.'1. :' 4sw.l•,rsltsittr•1+ it _ z !, ! • z AVE . - 1 J% s WIT ! 4 400 0-VE boo oft l.. I +• ` i 1 .1. 1' • • ii --- -_. • i ..._ i i [Z . ' 3 _ _ .. iii... - - - ,,,. Ike N IL PRIVATE SYSTEMtIt • e !' A 39E FILMCARO N0. tv Z • . - '' -- • 0 2 \ a ELEVENTH L, 4 + e fta CD C } • r t 24'`_" • 4 2" . I"" l! _ ' • " - - G E R VA I S • • : • - - AVE. ago 1 ` E 1 , A e Of Ax s `• ? is ) ; 10 • 0 • S . ! t f its EXISTING STORM SEWER PROJECT 91 -10 DISTRICT 22 TRUNK SANITARY SEWER -- CEMENT Scale : I' = 4 Date: 224921 FIGURE SIX Alternatives Evaluation There are two alternatives to correct the severe infiltration problem and improve the maintenance of the system. The two alternatives are open -cut replacement and sliplining. The open -cut sanitary sewer replacement is shown in Figures 7 and 8. The replacement of part of the segment south of County Road C is included because of its severe infiltration potential Due to the soils conditions, the typical trench section would need to look like that shown in Figure 9. The combination of sand soils overlaid with peat, together with very high groundwater, will make access for equipment difficult. It would necessitate an extremely wide trench, unless a box is used. Even with the use of a box as shown in Figure 9 the width of disturbed area is about 100 feet. There is a significant era cost for dewateriing and use of a box. The access problem would be dealt with by building a 10 foot wide trail on top of the sewer trench as its built by removal of the peat down to the inplace sand and replacement with borrow sand. This would provide for permanent maintenance access. The maintenance access could also provide recreational trail use. This concept would result in a recreational trail from Van Dyke at Kohlman to Hazelwood Park near the new regional county library. The continuity of the trail for recreational purposes is maintained by the inclusion of a berm with culverts or a pedestrian bridge across County Ditch 18 on the Vale Street right of way between, South lawn and Gem. A detail as to what this bridge crossing would look like is shown in Figure 10. The creation of a pedestrian trail between Southlawn and Markham Pond is shown in the city's comprehensive plan. The costs of the trail from Markham Pond to Van Dyke at Kohlman, together with the trail along the sewer alignment on the Van Dyke right of way south of County Road C to the County Ditch 18 crossing, is included in the cost estimate. In the future the trail could be extended to the southwest when the watershed district builds a berm and control structure across County Ditch 18 to develop more storage volume. The trail could possibly connect to a sidewalk or trail to be built by the developer of the proposed townhomes immediately west of Rainbow. This would provide a trail link all the way from the regional library and park at Beam and Kennard to Gervais. The sidewalk on Gervais, to be built as part of Cottages of Maplewood -West, would provide a link to Rainbow and Four Seasons Park. A detailed construction cost estimate for the open cut alternative is given in Appendix E. The project costs are summarized as follows. OPEN CUT ALTERNATIVE Estimated Construction Cost $399,800.00 Indirect Costs $.120,000.00 TOTAL PROJECT COST $520,000.00 The second alternative evaluated is sliplining the existing sewer with Insituform. This process is cost competitive with open cutting where there are groundwater and soils problems. L........w Yrr+Y.rw l.rwl>••r.ri +rte. atr 4rrrrrlnlrrill Wfrw.rrrrfrii Sy • •• jf f1 1 / .{ A * - SEME 0 61 1 I 56 ' .. J it W• 1 VIL16 &04 OF WPL9 lim rrorwe wt• 1 57 1 1• !r••. t f• •• •» . ' • = irr y . Y • 7 v f 22 VV • its 89 'L i •= f S t w t1L . vp IM IM logo r 27 1 •w r• - 5rl _ • 1.. t .I A • ..•• 2 , COUNTY 1. ! r e ni a ... • fc t C 64 - i- f11• i A t '' w. IIO: i •. h T' • •• ' 1 . der •W rfli A , . . • .. z *106 w 11I 1 • si • . : to ' ... - r • age EA S SM 3 •? t '•±+ .'Y .Ilya .11 / ••. 71 // /1s 1 t 'ff • /Sa L 8 •• •. f'AL °• red 1 L f10 A .M• - • "- 4. 1 • -sea -- .. . • , .. c 91 4 LLB i 1 •• . X11a row for oft AMJOIN. 4w Tu 1 r_ Does$ boomI• a _ ZT 1 x a • 11 1! +JTY ...••' TZ12WTkL& PROPOSED SANITARY SEWER PROJECT 91-10 DISTRICT 22 TRUNK SANITARY SEWER REPLACEMENT IS t fop w.ff T 1 •, N• RADATZ t. 1! tlIt`1.At Or fh• LVMO •• a63 64 - 1 63 t .------- ----'r a -. -r--. g-3 •- Wow 'y w •M to Oft *Alb qw.4 Mr., a Ak MiL 166 ESMT. 1 o • "• _ a 89 S fee ep. 'L ° - 8S• EASEMENT1cn VAc T AVE. Y •'. f .! • M 3 KOHLM o • a cu _ • - -, OWN nI_ FIGURE SEVEN scole :1 =400 Date: 2- 24-92 N I i 4 s• h Q y ' • • =-- ¢ it . • r 1 fir•. , . . .... .._ • O ". N I dI •r V• 1 tip 13 3 • .f is a • .`i`t !f rt w1 •• + .i r•'1"e'1 0 , to %60 mommotoommooto IV .1012 _ r .- i & SUP 1!! mac - alum. — 3 .. f. ,. • •: •• .. tAt, f • • w. uj 1 ? M t • AL AL IL ft T ` ../. S FVGEHILL ago tto 4m'W • I a 0 j T f 4; . •, . ob met _jtutoot, to 10 MIA a got ' * 1 • 1 ••• p, Z • "` 80N A 04 E W Co' N amidto ROP tr a• • s ia..cQ IT vqlb 64o CC p 0S W ES MT. AV V Tit lopt N AS ve WAIN W so too Ja . . Woo Nab, .- +• r, • tilt GERVAI o __ __ . "No :._... GERVM '/ W AVE. 1sTW ` •a•.•' w t•s w' . + ti %.: T t J is• 00 "ng t 1••i •_ A . — ' 1 ' i • i- -••s"'r a. _•!._ .. •` f' r rt " ji N j ' p fi, oin 10 FCDorQ , , , A Sc_ PROPOSED SANITARY SEW PROJECT 91 -10 DISTRICT 22 TRUNK SANITARY SEWER REPLACEMENT U016 = D of o : 2 -2492 ER FIGURE EIGHT 0 W x -l ' " 6 D GRAVEL MAINTENANCE ACCESS LIMITS OF ILT FENCE ORDINARY BACKFILL EXISTING GROUNDLINE AVERAGE ,N EXISTING • M WATER TABLE 6 ' COMMON EXCAVATION LIMITS AVERAGE BOTTOM PEAT . 8i MUCK EXISTING GRANULAR BACKFILL SELECT GRANULAR :..:..•....... OSH APPROVEDi BACKFILL •''''• '''''CONSTRUCTION BOX 20 L 8`H x d 12 PVC w/ FOUNDATION . ON a BEDDING MINIMUM SIZE FOR FOUNDATION 4' W x 2`D SEE PLATE NO. 440 Lm TYPIC AL SECTION FIGURE NINE PROJECT .. _91 io _I 1 I V , 1 5 N SATRUNKANITARYSEWERREPACEMENTLw •00#4 24 .9 1 Co it EXI, ISST ,IN ..... -_ ____.__ ....___ 10 -.- LIM I TS OF CO pPE RIPRA o d INSULATION - 3 (TYR) 4 x8 x2 ON EDGE ncnnncn PROPOSED 24 _ RCP CA S L— GRAVEL ACCESS 30:I TAPER, 6 0 BRIDGE PLAN 1 V ` - INSULATION 8'x 8'x 2" FLAT PROJECT 91 -10 DISTRICT 22 TRUNK SANITARY SEWER REPLACEMENT VALE AVE. /CO. DITCH IS- ALTERNATE BRI C r TEN Scale: 1 I11 =la H) 1 =.5 (V) Date . 2 -24-92 890±- 890 ri nub 5 % MAXIMUM 000090 rte 0 . hp to d. r 0 - 00, LIMITS OF RIPRAP 885. INSULATION e -' fi EXISTING G ROU NDL NE GRANULAR BACKFILL ABUTMENTS A§PER—Lo MANUFACTURER S SPECS.24 RCP, CLASS X CASING 880 12 PVC SDR 35 00.29% 8 75 1 = 877.32 P I = 877.5 8 PROJECT 91 -10 DISTRICT 22 TRUNK SANITARY SEWER REPLACEMENT VALE AVE. /CO. DITCH IS- ALTERNATE BRI C r TEN Scale: 1 I11 =la H) 1 =.5 (V) Date . 2 -24-92 Manufacturers literature for the (nsituform process is given in Appendix F. This alternative would address the infiltration problem. It would also leave adequate hydraulic capacity. It would not include a maintenance access/ recreational trail. It would somewhat improve the maintenance concerns in that the pipe interior would be. continuously smooth as opposed to joints where material is more prone to hang up at every four feet. The slipliner would be pulled through unaccessible manholes in the open space area. This would protect the sewer main from debris dumped in the manholes by vandals. As further protection, the manhole covers would be screwed to the frames. A detailed cost estimate for the slipline alternative is given in Appendix G. Without any recreational trail, the costs of this alternative are .summarized as follows. SLIPLINE ALTERNATIVE —NO TRAIL Estimated construction cost $292,200.00 Indirect costs 172 00.00 TOTAL PROJECT COST $366,000.00 It would also be possible to build a strictly recreational trail as described previously. It would have limited benefit from the perspective of enhancing the maintenance of the sewer due to the differing route of the existing sanitary sewer. A summary of the project costs of the slipline alternative with a recreational trail is given as follows. SLIPLINE ALTERNATIVE —WITH RECREATIONAL TRAIL Estimated construction cost $330,400.00 Indirect costs $ 98,600. 00 TOTAL PROJECT COST $429,000.00 Recommended Improvement The slipline alternative will correct the infiltration /capacity concerns as would the open -cut alternative. The slipline alternative does not provide the same degree of enhancement to the maintainability of the sewer. However, it is between $150,000 to $90,000 less expensive than the open cut. The slipline alternative would also produce much less environmental damage to the wetland /open space. The slipline process has less risk than the open -cut process of era cost due to adverse weather. Therefore, it is recommended that the slipline alternative be constructed. The council should determine if it is desirable to build o recreational trail in roughly the some corridor as part of this project. At the current rate of cost due to infiltration, the project cost would be paid back in wastewater treatment charge savings in about eight years. Since the slipline process is proprietary and has a high mobilization charge with significant economies of scale, the city should consider adding other sewer sections that may require I, slipline renovation to the contract. The section of sanitary sewer on Larpenteur between Ruth and White Bear is cracked in many locations. For now, the pieces interlock and the pipe is stable. With time, vibrations, sewer cleaning, or frost pressure may cause cracked section to r break free. This would quickly result in the obstruction and collapse of the line. Slipfining at this time would permanently stabilize the pipe. The costs of waiting until the - line collapses would probably be higher, since this section of Larpenteur is improved. The extent on Larpenteur that should be sliplined has not accurately been defined yet. It is difficult to estimate the additional cost of including this segment - with the proposed contract. The additional cost could be up to about $100,000. It .would be intended to bid it as an alternate item and evaluate its cost effectiveness at that point. Project Cost and Financi a The sliplining of the District 22 sanitary sewer at a cost of $366,000 is to be paid from the sewer fund with reimbursement from the tax increment funds*from the Cottages of Maplewood — West project The sliplining of the Larpenteur Avenue sanitary sewer would be funded from the sanitary sewer fund The cost of an auxiliary pedestrian trail along the District 22 sanitary corridor of $63,000 would be funded by other city funds if included with the project. 6 APPENDIX B CHEMICAL ANALYSIS twin city rests C orporation 737 PELHAM AVENUE DOCK 4 ST. PAUL. MN 55114 PHONE 612/659 -7555 1 Q CLIE141 NAME CLIENT ADDRESS (STREET NUMBER SITE, ETC.) IA J04A,.l CLIENT A DRESS (CITY ST E, ZIP) rAir -ISL h ?Aff,C & CLIENT CONTACT /ADDRESS IF DIFFE NT FROICA ABOVE PHONE 15n= ... jI& U; h / SAMPLED BY PRINT NAME/S16NATURE POSSIBLE HAZARD: YES UNKNOWN (COMMENT BELOW) SAMPLE DISPOSAL: RETURN TO CLIENT DISPOSAL BY LAB . ADDITIONAL CHARGES MAY BE ASSESSES) CHiAM OM-ST RECORD TCT CONTACT kogNeT - P JECT NAME CLIENT P.O. * / PROJECT NO. BILL T (CO. NAME, 1^ Io-^ A ADDRESS) REPORT TO ANALYSES FILTERED (YES/NO) CONTAINER TYPE REQUEST 0 "to'd PRESERVED (CODE) REFRIGERATED (Y /N) CODE A - NONE B -HNO3 C - He0 D - NaOH E : HCl F ME fArMAP91 RNA 4L IdMAC v TCT No. 34956 TCT USE ONLY PROJ. MGR.VJ PRIORITY INVOICE # V JOB NAME CUSTODY S AL INTACT/NUMBER Y/N /I/ TEMPE TURE O F CONTAINER Z SAMPLE CONDITION PREPAY Y/N CHECK NO. , CHECK AMOUNT litAiT, lam CLIENT SAMPLE ID.DATE SAMPLED TIME SAM PLED J 'No NO 017 CONTAINER TYPE I TCT NO. 0 "to'd ME fArMAP91 RNA4L Id MAC MWAflm 10 0ffAff# "AM;!p 0 MEMNON ENEEMEN Additional Comments RELINQUISHED BY IAFFILIATION DATE TIME ACCEPTED BY IAFFILIATION DATE TIME C Mi. L , TWA pe n tuuin city testinq 14A1N"UvwuLPdoY7MCO U corr"rattion 737 PELHAM AVENUE DOCK 4 ST. PAUL. MN 55114 PHONE 612/659.7555 fi-u,-y Co TCT CONTACT D1 s-rttc,- 9 PFJQJECT NAME Kp,aj scr Cl l--1 o CLIENT P.O. # / PROJECT NO. BILL TO (CO. NAME. ADDRESS) cc13Z ;4 S A r C REPORT TO C-In OE MARA W=12 CLIENT NAME 1 D . 30 --- f5As17 UM 1&0 CLIENT ADDRESS (STREET NUMBER, SUITE, ETC.) 1=-w 5 5 CLIENT ADDRESS LC FYC , STAT ,ZIP) a r-O &-A p13MLwd1LjZ- a C- E ro svmjg CLIENT CONTACT /ADDRESS IF D FERENT F OM ABOVE PHONE 8 1pasw SAMPLED BY PRINT NAME/SIGNATU I POSSIBLE HAZARD: YES UNKNOWN (COMMENT BELOW) SAMPLE DISPOSAL: RETURN TO CLIENT DISPOSAL BY LAB ADDITIONAL CHARGES MAY BE ASSESSED) TCT USE •. CLIENT SAMPLE ID. PROJ. MGR. DATE SAMPLED PRIORITY / w INV * O J08 NAME CUSTODY EAL INTACT/NUMBER Y/N AIA NO. OF TEMPS T qE OF CONTAINER SAMPLE CCbDITION PREPAY YM CHECK NO.1 CHECK AMOUNT Lm CLIENT SAMPLE ID.DATE SAMPLED TIME SAMPLED NO. OF CONTAINER TYPE MMMIM 0 0 MEMNON a EWAim A0j U 1mvi M11F In "E I w Ao IN 10 NEENEEN FA NEENEEN M rAwiam - A -V4 1 rp"r/jr. II /I %I //%J: / Sim / Iniiiriu- RELINQUISHED X711 BY AFFILIATION DATE 1}lln TIME AC ^EFTED BY AFFILIATION DATE TIME JfGTNo34'850 — n" ^, * c+r_r- IPfc-rcf7c+ C`111 r1n t1iTt"'1If%grinf Q APPENDIX C SOIL EXPLORATION REPORT i . SUBSURFACE EXPLORATION PROGRAM DISTRICT 22 TRUNK SANITARY SEWER REPLACEMENT CITY PROJECT 9 -10 MAPLEWOOD, MMqNESOTA TCT #4220 92 -1234 1.0 INTRODUCTION 1.1 Project Information We understand you are proposing to construct a new sanitary sewer extendin g to the northeast from the intersection of Kohlman and Van Dyke and terminating on Kanard Street approximatel 400' north of the Vale Avenue right of way. The proposed sewer will have invert depthsyPPp varying from approximately 10' in the southeast end of the ro'ect to approximately 20' nearPJPPY the northwest corner. A subsurface exploration program consisting of nineteen soil borings was completed along the proposed alignment in order to evaluate subsurface soil and groundwater conditions. Borings #18 and #19 were completed along a proposed alternate alignment for a segment of the sewer. 1.2 Scope of Services Our authorized work scope for this project was in accordance with a boring layout plan provided by you. The borings extended approximately 5' below the proposed invert elevations at each F rumn city testlrH3 a 0 Page 2 - ##4220 92 -1234 of the boring locations. in addition to completing the borings, our scope of work also involved providing a limited laboratory test program to assist in classification of the soils, and evaluate pertinent soil properties. The results of the exploration program are provided in this report. 2.0 EXPLORATION PROGRAM RESULTS 2.1 Scope of Exploration The soil borings were completed between January 9 and 16th, 1992, . using a drill rig mounted on an all- terrain vehicle. The soil boring locations were staked and surface elevations P rovided by the City of Maplewood. The approximate boring locations are indicated on the attached sketch.. 2.2 Surface Observations . The proposed alignment consist primarily of open park land. Lower lying swamp areas were encountered in many of the boring locations. if"DczmPmeoontumnCIS+ teSCif'1q Page 3 - #4220 92 -1234 2.3 Subsurface Conditions The subsurface conditions encountered at each test location are shown on the boring logs included in the Appendix of this report. We wish to point out that subsurface conditions at other times and locations on the site may differ from those found at our test locations. If different conditions are encountered during construction it is necessary you contact us so our recommendations can be reviewed. The test boring logs also indicate the possible geologic origin of the materials encountered. - A review of the boring logs suggest a general soil profile consisting of mostly alluvial sands with varying amounts of silt and gravel, and lesser amounts of silty and clayey sand till. Intermittent layers of fine alluvial silts and clays were also encountered. Surficial swamp deposits were encountered in ten of the boring locations varying in depth between 2' and 12'. Based on the N values, the soils are typically in a soft or loose condition with the exception of the till soils which are typically in a medium dense condition. 2.4 Water Level ,Observations Shallow water levels were encountered in each of the boring locations. The measured water level is noted on each of the respective boring logs. Because of the relatively permeable nature of the alluvial sands encountered in most of the borings, we judge the measured water level to be indicative of the actual water level at the time and location of the boring. The water level should be expected to fluctuate with variations in precipitation amounts and with time. iretwin city testing Page 4 - #4220 92 -1234 3.0 ENGINEERING REVIEW 3.1 Project Data The. engineering recommendations made in this report are based on our understandin g of the project as described in the following paragraphs. The recommendations are valid for a specific set of project conditions. If the characteristics of the ro'ect change from thosePJg indicated in this section, it is necessary that we be notified so we ma y determine whether the new conditions affect our recommendations. We understand the proposed construction will consist of a 12" diameter trunk sanitary sewer to replace the existing District 22 sewer line. The proposed construction is primarily through open land and will not require restoration for future roadways or structures. Provisions for a P ath are required however in order to provide serviceability of the sewer lines and for recreational purposes. A culvert or pedestrian bridge is also proposed for the creek crossing. 3.2 DisctIssion Relatively high groundwater was encountered in each of the boring locations. Because of the relatively permeable nature of the alluvial sands, dewatering will be required aloe theg alignment. A sieve analysis on representative soil samples are attached to assist in determining the most suitable method of groundwater dewatering. tWlr1 City testif"1q re CKM Page 5 - #4220 92 -1234 The majority of the soil layers are in a loose or soft condition. As a result, a shortage of material may result during backfilling of the utility trenches. It should be noted that subsidence of the ground adjacent to dewatering um s may occur. As a result existing utilities structuresPPY g and other features may subside due to the dewatering program. 3.3 Trench Excavation As was previously noted, dewatering will be required for the utility trenches. Dewatering should be extended to at least 2' below the proposed invert elevation in order to provide stability at the bottom of the utility trench. Significant infiltration can be expected in soil layers and seams designated as "SP" and "SP -SM" soils. Significant seepage and slope erosion may occur in theY silty sands (SM). The soil may also be difficult to dewater. The clayey soils are typicallyYYYPY relatively impermeable. As a result, sump pumps may be suitable for dewatering. We caution that the contractor should carefully evaluate dewatering requirements. Excavation of the utility trench should be completed in accordance with current O. S. H. A. requirements. Because of the granular nature of the majority of the soils trench excavationY , should meet the requirements of a Type C soil. The sapric peat encountered in borings 12 through 14 and boring 9 may require significantly flatter slopes in order to remain stable during construction. Typically, slopes of 6 to I and up to 12 to 1 or flatter may be required for stability. tumn City 0 Page 6 - #4220 92 -1234 3.4 Bedding Where. the proposed invert will lie within relatively clean alluvial sands, we judge that no special bedding will be required assuming the soils are Pe Yrorl dewatered. where the invert lies withinP the silty sand and clayey sand till soils, adequate dewatering may be difficult. In these areas, rock bedding may be required and a separation fabric meeting the requirements of MN /DOT Specs Article 3733, type V fabric. The rock bedding should consist of 1-1/2" clear material. The rock should be a minimum of 12 thick below the invert and should extend laterally at least 12" beyond the edge of the pipe. Additional rock depth may be required in the soil if disturbed below the invert. A smooth bucked backhoe should be used to limit disturbance. In areas where relatively permeable alluvial sands underlie less permeable till soils, "Boiling Up" of the soil may occur as the overburden soil is removed. If this occurs, it is necessary to extend dewatering down to the underlying alluvial soils in order to reduce the hydrostatic pressure. The granular bedding or rock bedding should extend up to at least the spring line of the proposed utility. The excavated materials may then be used for backfill. It should be noted that the relatively clean granular soil placed along and. under the invert of the pipe may serve as a conduit for groundwater movement. In order to minimize this flow, intermittent dams consisting of less permeable clay soils should be placed around the pipe at approximately 100' intervals to inhibit this flow. t!1nn City Stinq S cod 9-3 1 ' Page 7 - #4220 92 -1234 3.5 Backfill Since the alignment will not be used for future roadways or other construction, thorough compaction of the backfill will not be required. We understand it is desired to use street sweepings as part of the backfill. Because of the significant amount of fines typically encountered in street sweepings, placement of this material would be difficult if the trench is not properly dewatered. This replacement material would, however, be more suitable than the organic swamp deposits. Because of minimal compaction, some post construction subsidence of the utility trench may be expected. As a result, mounding over the top of the pipe should be provided in anticipated of the settlement. The actual amount of settlement will vary dependingryPeg on the amount of organic soils and wet clays placed in the utility trench. Settlements of up to 1' to 2' may be expected in some of the deeper boring locations where significant amount of organic deposits were encountered. Since accessibility along the alignment .is required for servicing the sewer, we recommend that the upper 3' of backfill in the trench consists of the relatively clean alluvial sands. 3.6 Bridge Foundation Culvert Placement We understand that a bridge or possible dual culvert structure is proposed for the creek. For either option, a minimum excavation depth of 13' would be required at the location of the boring. Dewatering of the excavation would be required. Fill required to reattain footing of Ilk-turn city L; inq re Irod 9XX aC30n Page 8 - #4220 92 -1234 culvert grade should consist of a relatively clean sand (less than 5 % fines) compacted to at least 95% of the Standard Proctor density Foo tin laced on the fill of underl inyFootingunderlying silty sand is competent for an allowable bearing capacity of 2000 psf. The silty sands and cohesive soils are highly moisture sensitive. As a result, caution will be required not to disturb these soils. Additional subcutting may be required if they are disturbed. 4.0 CONSTRUCTION CONSIDERATIONS Construction on the site will be . difficult due to the swamp deposits encountered in ten of the boring locations, and the relatively high groundwater level. Prior to construction of the utility, it may be desirable to remove the Poswampdeposits to a considerable width on both sides of the proposed utility alignment. During excavation, the alluvial sands should be stockpiled for use as bedding and also as backfill in the upper 3' in order to rovide a service road for the finishedP utility. Because of high groundwater and relatively permeable nature of the granular soil layers, dewatering will be required for successful completion of the utility installation. A significant amount of additional bedding would be required if proper dewatering is not accomplished. tu,n city cesc,r,4 re C t Page 9 - #4220 92 -1234 5.0 FIELD EXPLORATION PROCEDURES 5.1. Soil Sampling Soil sampling was performed in accordance with ASTM: D 1586 -84. Using this procedure, a 2" O.D. split barrel sampler is driven into the soil by a 140 lb weight falling 30 After an initial set of 6 ", the number of blows required to drive the sampler an additional 12" is known as the penetration resistance or N value. The N value is an index of the relative density of cohesionless soils and the consistency of cohesive soils. 5.2 Soil Classification As the samples were obtained in the field, they were visually and manually classified by the crew chief in accordance with ASTM:D2487 -85 and D2488. Representative P ortions of the samples were then returned to the laboratory for further examination and for verification of the field classification. In addition, selected samples were submitted to a program of laboratory tests. Logs of the borings indicating the depth and identification of the various strata, the N value, the laboratory test data, water level information and pertinent information regarding the method of maintaining and advancing the drill holes are attached. Charts illustrating the soil classification procedure, the descriptive terminology and symbols used on the boring logs are also attached. ttMW1 City CLasCim T Corvoraoon 0 , Page 10 - #4220 92 -1234 6.0 STANDARD OF CARE The recommendations contained in this rep r our professional opinions. ThesePoPPP opinions were arrived at in accordance with currently P gaccepteden ineerin practices at this time'gP and location. Other than this, no warranty Pisimplied or intended. This report was prepared by: Loren W. Braun, P. E. This report was reviewed by:ib Ronald A. Shaffer, k. 13. un tuun city testinq VT C PROJECT 91 -10 SANITARY SEWER INSPECTION FEBRUARY 7, 1992, 2 A.M. MH 22 -63 @Kennard, south of Beam Flow. too great to obtain weir reading Depth of flow 231" in 10" VCP Water appears very clear MH 22 -75 @ Southlawn and Vale Flow overtopped weir Depth of flow 3 in upstream 8" VCP and 3;" in downstream 10" VCP Water appears very clear MH 22 -94 @ VanDyke and Kohlman Large flow— apparent that weir would not work Water appears clear except for temporary discharge of sudsy sewage MH 22 -317 and 22- 105 — Upstream and downstream of Rainbow connection Relatively minimal flow Slow moving Sludge on bottom of line APPENDIX E OPEN CUT CONSTRUCTION COST ESTIMATE DISTRICT 22 SANITARY SEINER REPLACEMENT PROJECT 91 -10 ITEM Mn/DOT DESCRIPTION UNIT QUANTITY COST TOTAL - OPEN CUT OPTION DIVISION I - REMOVALS AND RESTORATION 1 -1 1 -2 2021.501 2101.501 Mobilization and traffic control (5%) Clearing LS AC 1.00 3.35 20,000.00 1,500.00 1,500.00 • 3.00 2.00 50.00 200.00 20,000.00 5,025.00 5,025.00 3,900.00 500.00 1,050.00 2,800.00 1 -3 1 -4 1 -5 1 -6 1 -7 2101.506 2104.505 2104.513 2104.523 2104.525 Grubbing Bituminous removal Sawing bituminous pavement Salvage casting Abandon manhole AC SY LF EA EA 3.35 1300.00 250.00 21.00 14.00 1 -8 2105.501 Common excavation CY 19000.00 2.00 8.00 38,000.00 76,000.00 1.9 2105.522 Select granular borrow, CV Cy 9500.00 1.10 1.11 1 -12 0105.606 2211.501 2331.508 Common channel excavation Aggregate base, Class 5, 100% crushed Type 41 B - wearing course mixture LF T T 200.00 2500.00 200.00 5.00 7.00 25.00 1"000.00 17,500.00 5,000.00 1 -13 2331.518 Type 41 A - wearing course mixture T 15.00 30.00 450.00 1.14 2506.516 Furnish casting EA 8.00 1 00.00 150.00 800.00 4.00 1.00 75.00 1.50 800.00 800.00 1,200.00 4,000.00 240.00 10,000.00 1,500.00 6,750.00 4,800.00 205,540.00 1 -15 2506.521 Install casting EA 8.00 5.00 60.00 1 -16 0554.602 Guard post installation, Maplewood Plate 605 EA 1-17 2573.501 Bale check, Maplewood Plate 350 EA 1 -18 2573.503 Silt fence, preassembled, Maplewood Plate 350 LF 10000.00 1.19 2573.605 Mechanical street sweeping HR 20.00 4500.00 6.00 1 -20 1 -21 2575.505 2575.605 Sodding, Type A Turf establishment Subtotal - Division SY AC DIVISION II - STORM SEWER 2 -1 2451.603 Storm sewer pipe foundation 2 -2 2451.603 Storm sewer pipe bedding, Maplewood Plate 340 LF lF 285.00 285.00 7.00 1 9.00 1,995.00 2,565.00 DISTRICT 22 SANITARY SEWER REPLACEMENT PROJECT 91 -10 ITEM 4 -11 4 -12 4 -13 Mn/DOT 0506.602 0506.603 0506.603 DESCRIPTION Waterproof existing 48" manhole 48" precast MN, Maplewood Plates 400, 401 & 403 Outside drop at sanitary sewer Subtotal - Division IV UNIT EA LF LF QUANTITY 5.00 125.00 2.40 COST 500.00 100 00 TOTAL 2,500.00 12,500.00 360.00 166,660.00 GRAND. TOTAL - OP CUT OPTION 3990.00 BRIDGE ALTERNATE DEDUCT: 2.1 2451.603 Storm sewer pipe foundation LF 65.00 7.00 9.00 i 4 0.00 1,150.00 40.00 455.00 585.00 4,480.00 4,600.00 2,400.00 2 -2 2.6 2 -7 2 -10 2 -11 2451.603 2501.521 2501.525 2511.501 2511.515 Storm sewer pipe bedding, Maplewood Plate 340 59' span RC pipe, arch culvert, Class ill 59" span RC pipe, arch apron Rip rap, Cl. 11, Mn/DOT Plates 31338 & 3134B Geotextile filter, Type IV LF LF EA CY SY 65.00 32.00 4.00 60.00 270.00 1 50 405.00 Subtotal - Deduct 12 925.00) 2,965.00 10..000.00 ADD: 2,965.00 - 15 0, 000.00 A -1 0402.602 Furnish prefab. 6' wide x 20' span bridge EA 1.00 A -2 0402.602 Install prefab. 6' wide x 20' span bridge EA 1.00 Subtotal - Bridge Alternate 1 2, 9 65.00 40.00 GRAND TOTAL - BRIDGE ALTERNATE APPENDIX F SLIPLINE INFORMATION