The URL can be used to link to this page

Home My WebLink AboutCC January 19, 1999 \ CITY of ANDOVER ,../ 1685 CROSSTOWN BOULEVARD N.w, . ANDOVER, MINNESOTA 55304 · (612) 755-5100 Regular City Council Meeting - Tuesday, January 19, 1999 agenda 6:15 PM _ Park and Recreation Commission Candidate Interviews Call to Order _ Following the EDA Meeting Held at 7:00 PM Resident Forum Agenda Approval Consent Agenda Approval of Minutes minutes Presentation ofPlaqueslPlanning & Zoning Commissioners Discussion Items 1. Anoka County Sheriff Report sheriff 2. UP A Electrical Transmission Line Update upa 3. Discuss Contract with Andover Times (Minneapple Publishing, Inc.) times 4. Approve Settlement/85-13/Clyde Russell Drainage Issue russell 5. Ed Fields and Sons Sketch Plan/Section 15 fields 6. Comprehensive Plan Amendment/Section 23/ Ashford Developoment Corp. Cont. cpasect23 , 7. Rezoning Section 23/ Ashford Development Corporation rzsect23 ! 8. Revised Preliminary Plat/Chesterton Commons revpplat 9. Final Plat/Chesterton Commons Second Addition fpchesterton2 ,,) 10. Accept Revised Feasibility Report/Order Plans & Specs/97-49/Chesterton acpt9749 Commons Second Addition 11. Approve Plans & Specs/97-49/Chesterton Commons Second Addition appr9749 12. Final Plat/Chesterton Commons Third Addition fpchesterton3 13. Accept Revised Feasibility Report/Order Plans & Specs/98-34/Chesterton acpt9834 Commons Third Addition 14. Final Plat/Chesterton Commons Fourth Addition fpchesterton4 IS. Accept Revised Feasibility Report/Order Plans & Specs/98-30/Chesterton acpt9830 Commons Fourth Addition 16. Final Plat/Cambridge Estates fpcambridge 17. Accept Revised Feasibility Report/98-9/Cambridge Estates (Phase I/South Area) acpt989 18. Comprehensive Plan DiscussionlFeasibility Report/98-17/Bunker Lake Blvd. NW Sanitary disc9817 Sewer Reconstruction 19. Signs for Snowmobiling/Round Lake Boulevard NW signs Staff. Committees. Commissions 20. Schedule Board of Review board 21. Review of Ordinance 10, Section 9.07/Park Dedication Requirements parkded 22. Appoint New Park and Recreation Commission Members newpr 23. Appoint Chair & Vice-Chair/Park & Recreation Commission prchair 24. Schedule Special Joint Meeting with Park & Recreation Commission spmtg 25. Schedule Workshop/Strategic Planning Session workshop 26. Accept ResignationlMike Gamache/Planning and Zoning Commission resignation 27. Consider ReappointmentlEDAlCommissioner Hupp eda J Non_Discussion/Consent Items 28. Approve Shelving Quotes/City Hall Storage (Old Council Chambers) shelving 29. Order Plans & Specs/Traffic Signal/99-5/Jay Street & Bunker Lake Blvd. NW ord995 30. Funding Community Center Study commcenter , ..... \..../ Page Two Regular City Council Meeting Tuesday, January 19, 1999 31. Gambling Report 32. Lease New Postage Meter postage 33. Reduce Escrow/Site Improvement/The Farmstead escfarm 34. Reduce Escrow/Feasibility Report/97-35/The Farmstead esc9735 35. Approve Quotes/Landscape Anchor BlocksNarious Parks blocks 36. Approve No Parking Resolution/Orchid Street NW Cul-de-sac (Behind The Farmstead) nopark 37. Approve 1999 Debt Service Budgets debt 38. Approve Change Order #1 (Deduct)/97-46/Well #6 co9746 Mayor/Council Input Payment of Claims Adjournment ~J "-/ CITY OF ANDOVER REQUEST FOR COUNCIL ACTION ') DATE: January 19, 1999 ~ / AGENDA SECTION ORIGINATING DEPARTMENT Approval of Minutes City Clerk ~\, ITEM NO. Approval of Minutes The City Council is requested to approve the following minutes: January 5,1999 Regular Meeting , " / :) CITY OF ANDOVER REQUEST FOR COUNCIL ACTION " \ ) DATE: lanuary t 9. t 999 AGENDA SECTION ORIGINATING DEPARTMENT Discussion Administration Richard Fursman ITEM NO. Anoka County Sheriff Report L BACKGROUND: The Anoka County Sheriffs Department will be present to provide the Council and the citizens of Andover an update on happenings around the City. \, i \ ) CITY OF ANDOVER REQUEST FOR COUNCIL ACTION \ DA TE:Januarv \9. \999 j AGENDA SECTION ORIGINATING DEPARTMENT Discussion Community Development ITEM NO. UP A Electrical David L. Carlberg I~~smission Line Update Community Development Director Representatives from United power Association (UP A) and CooneXOs Eoergy will be giving an update to the City Council on the proposed transmission line routes. ( ,) CITY OF ANDOVER REQUEST FOR COUNCIL ACTION r ' \ " " , DATE: January 19, 1999 AGENDA SECTION ORIGINATING DEPARTMENT Discussion City Clerk\,,\ , ITEM NO. Contractffhe Times 0, CoundlmemocC Qrttel has "qnested that lbe conncil discuSS and clarify lbe action to cancel the contract with The Times as publisher of the city newsletter. " \ , I r '\ ) CITY OF ANDOVER REQUEST FOR COUNCIL ACTION \ DATE: Januarv 19, 1999 i > J AGENDA SECTION ORIGINATING DEPARTMENT Discussion Item Todd Haas, / Engineering ITEM NO. Approve SettlemenU85-13/Clyde Russell Drainage Issue 4. The City Council is requested to approve the settlement with the Clyde Russell family concerning the drainage disputes we had within the past years for Project 85-13. Attached are the following: . A letter dated August 1,1994 from William G. Hawkins, City Attorney, sent to Robert W. Johnson, attorney representing the Russell family. . A letter dated December 15, 1998 from Robert W. Johnson to William G. Hawkins indicating the Clyde Russell family is willing to accept the $3,000. . A letter dated December 16,1998 from William G. Hawkins sent to myself to discuss this " matter. , j Also, if approved it should be subject to an agreement regarding the language in the attached quit claim deed that should be removed or revised. Bill Hawkins will discuss this with the City Council at the meeting. If approved, this will be paid from the 1999 contingency fund. There is alot of history to this, so feel free to contact me if you have any questions. Note: The Public Works Department cleaned the ditch this past summer. We will be inspecting the ditch in the spring of 1999 to ensure that it is functioning the way we had intended. " ) ,--' I "', LAw OrnCES OF , William G. Hawkins and Associates , ) Legal Assistants SUITE 101 WILLIAM G. HAWKINS MARY K. KOZLAK 299 CooN RAPIDs BLVD. BARRY A. SULLIVAN RITA A. DANINGER CooN RAPIDs, MINNESOTA 55433 PHONE (612) 784-2998 August 1, 1994 ,'. Mr. Robert W. Johnson . Johnson and Johnson 2006 First Avenue North, #201 Anoka, MN 55303 Re: Russeil Drainage Easement Dear Bob: I have had an opportunity to review your letter of July 20, 1994 with the City Engineer, ; ~ , We were not sure exactly what your client was requesting for a drainage system , , improvements based on Paragraph 1. Could you please provide us a drawing showing the proposal so we can evaluate same, -.'- .' '" .- I do not agree with your analysis that the City has an obligation to pay $1,000,00 for each year from 1987 through 1994, First of all a number of those years were I dry and there would have been no flooding. Secondly, the agreement says that if the property becomes inundated with water in the year 1987 or thereafter the City shall pay damages in the amount of $1,000,00. It does not state that it is paid for . each year that there is flooding. Accordingly, I believe our offer of $3,000,00 is fair and I would ask that you please reconsider same. I will be awaiting the drawing and your response. . Willliam G. Hawkins .:L Andover City Attorney ,.. . .... , . . ,,- - WGH:mk'" . . .. '..'.- .... . ".. . . .. ,4" '. .' ' ' . . " Mr. Todd Haas ) cc: - .. . Mr. Richard Fursman ..F .. - .. -~. . ..~ . -. .".. .,..... ,". -.- -. .... '. , .. -- ".".. .... . . ~ ~. .'." ,...' '" '''-. -..-. '. . . - .' . . . . . . ." . . . . . . .. ........ -.' ..- .... ....,... ..' "" .. ...... ..:..15:98 11: 19 TEL 612U76920 Law offices @O2 , . JOHNSON AND JOHNSON Rober< W. )ohruoo \". /J ^ TIORNEYS ^T L\ W S'<phcn D. Johnson 20061st ^venue North, Suite 201- Aooka, MinnesOta 55303 Telephone (6U) 427-6267 Fax (6U) 427-6920 December 15, 1998 Mr. William G. HawkiIu William G. Hawkiru & Associates , 299 Coon Rapids Blvd.) #101 Coon Rapids, MN 55433 Dear Bill: Enclosed is a copy your August I, 1994, letter. " The Clyde Russell family is willing to accept the $3000.00 in settlement of their claim under the ) agreement. Todd Haas suggested that it be brought before the council on their January 19th meeting. Obviously, if you have authority from 1994 that might not be necessary. Sincerely, . JOHNSON & JOHNSON RWJ:jbn CC: Todd Haas Enclosure rwjIh&wtioI.llt \ , J LAW OFFlCES OF William G. Hawkins and Associates " - / ) Legal Assistant 2140 FOURTH AVENUE NORTH WILLlA~1 G. HAWKINS T.-\~1~1I J. UVEGES ANOKA. MINNESOTA 55303 BARRY A. SULLIVAN PHONE (612) 427-8877 F-\x (612) 421-4213 December 16, 1998 RECE\VED .I1E I Mr. Todd Haas City of Andover C\lY Of ANDOVER 1685 Crosstown Boulevard NW Andover, MN 55304 ; ; Dear Todd: I received correspondence from the attorney for the Clyde Russell family concerning the drainage disputes we had with them in the past years, Mr. Johnson has indicated that the family noW is willing to accept the $3,000 offer that I had made in my letter of August 1, 1994. Would you please review this matter and contact me so we can decide whether or not it should be placed on the City Council agenda for approval. , ) WGH/tju Enclosure : ) --fI~d';i~"" ;,1 I~ co,~o"tion 1 or P8r~.4rshIP ... No delinquent taxes and transfer entered; Certificate of Real Estate Value ( ) filed ( ) not required Certificate of Real Estate Value No. ,19_ County Auditor by Deputy STATE DEED TAX DUE HEREON: $ EXEMPT Date: f)4~,- / b ,19..8.5- (reserved for recording data) FOR VALUABLE CONSIDERATION, ann Mary A Rn""pll , Grantor (s), (marital status) hereby convey(s) and quitclaim(s) to 'l'hp ~i I:y of AnnOVpr , Grantee, a municioal corooration underthelawsof Minnp<;ol:a ' real property in Anoka County, Minnesota, described as foJlows: A permanent easement for storm water drainage and ponding purposes over the following described parcels: See Exhibit A attached hereto and made a part hereof. In the event that all or a substantial portion of that property described as /t,n ,.<oe' , 0' E.hibi' A .,'.ohed he<e'o .h." beoo" 'nond.'ed wiih ,'0<0 v." ,II>'Y ., . <e.o" 0' d<.in.ge 'he<,on by 'he ei'y 0' Andove< 'n 'he ye.< ,'8' 0< . ,ff ihe<e.',e< 'h, e"y .g<ee' <0 indenni'y g<.n'o<. f<om .ny '0.. 0< d..,9' ."j,~ ih.' .,y be ooo..;oned .. 'he ".0" of .ooh nood'n9 'n ihe...one of 1o~". $1.000.00----- Furthermore, upon such event, the city agrees"that it~ill undertake to install a storm water drainage system pursuan~:to Minnesf}ta u.r &I Statute 429, for the purpose of p,;oviding ~n al ternatiV';' :to. '. the'",.di$ctia,~ge of > 1>", ,'0<0 w.,e< on 'he ,.<oe' , de.o<,bed he<e,n. 'ooh d<.,n.oe ,'nnm.y~,no'od ," .~. 'he di'oh'ng .nd/o< piping 0' .'0<0 vn'e< do.in.ge '0 'he ",n R;veo.V"h'n .. . A .^~ ihe e."..ne deeonbed .. ,.ooe' A .U.oh,d hOO"o. "pon oOm,,,,,...of .ooh ,. it/' ,oojeo' 'he ei'y vi" v.o.,e ." .,o<m .ewe< e..emen' oigh" " h.. ove< At\.' Parcel B. (Continued on bacWilmo",p'''lonaad'd.,ontlnd,onb''kl ~_ 0 together with all hereditaments and appurtenances belonging thereto. CITY OF ANDOVER ..<}.. ./J /,' 77 ----':l.~ Wt"F; e7- ~ ~~rald~dSch~t~Maytr Affix Deed Tax Stamp lie'" ~ "-', -L \" "-, M cel a Peach, Clerk STATE OF MINNESOTA \ ~~.~ ~. Cl de A. Russell COUNTY OF Anoka 'lV7V /1... R h.4.-<' 0 lv / Mar; . ussell ~ The foregoing instrument was acknowledged before me this h day of 0 ~----, 1aJl2-, ,_~V 1 de A RUssell and Mar A. Russell us and and wife ----- --_._-"""-~~ "~ l00.~-C"t1."" 01 ",k.owi,'.m..'",.B' ~.,.o,!d~.,,__._, ,.." ,_,.' .... . ,"III,,~D.!lo Co., "'..00..11., kll.., I \' i!>tnte OL,...MinneSQt.<I.,........ ....'.. l -cr 7- "~" ./.......oka.................. (. ", ",,1.6....., ".,C~"'."" ,,>0. . ' b.fore m., a,.......,....J:l?.~.a.:r..~....l'..':'lJ,l.,i,~.. ...............,................wUhin and for said COUonly p.rsona!!y app.ared "..........Ge,x:.a.l,Q....W.),.n.Q,~,9.hJ.,t.l....,...............,.... ' .........,.......anll..,......W"E.S~.:l.J.!!.,..g!i'.?':9,h.,..,...... , to """ persona!!y known. who, b.in~ each by m6 duly sworn..,........................did .ay t,;,;t..i~~..~;~..~;;~~tL~~'i~ th...,..........J~!.?':y,9.f........._m..........,....,..,..... '1lf~*~and tM Clerk of th .c ' t f A...........,...........,..,...........................'mun'ic.ipa't........................ i~r.~~i~~ 7..ji;:~~I.n!~~i~i'~fu,.'~~~i.~~d'i~~~idi;;~';;~;;;~;;i.~.'i};;.;~:::ar::~:~~i"'.:::::::,,~r~t::. and that saId ,...Iru",."I was "lImd and ..aW in b.half of said carporalio1l by authority of it. Boara o/.................................,..........................,...,and .aid".....,...I:;,"'r..a.,1..9....~.~!1.9,S.,c::.h.i.,!:,1..............,..........,..............,.........,..........and ............Ma;:.c:ella,J?e<l9.b....... . aCk"OWUalt:p,a 'a i"'trurnt~b' the fr.~ deea of .aid , I carpor~~\""':.M' . / ~ -" NO;~~;U~~IZ:~,~.~'~~;'" ....... .............. ... f.,11l4.., "-0; . ,J(:Ig... ..,.., ........... .., .......-.... @ AA~ "~,, ;t~~ "'" .... Ch.d.(k....,~~, ~""'... u_~!_C~~~SJULY919Jl "'~J co"",,,issi01l c>,pio'.. ....... ....a~......c~..,........... .......199../ ' __ _' ...vvvvvv...........-- >/WN,^,"'\'W' .. -iJ!=..,{/. L'-- - ,- I ..'_. .. ..-- ,_....... -- ,- ,," ...---' .. \ --- -" .... ~..,~.. "'.,...... )- '. ., ' "",' .' " "! Furthermore, the 1985 crop in the field will not be damaged by any use of the \ easement. i ! NOTICE IS HEREBY GIVEN that the City of Andover, County of Anoka, State of Minnesota, has accepted on Ocillober 15 , 1985, the above described easement in this document. r Dated: Ortohpr 1 n , 1985 By (SEAL) , h ~"1. " THIS DOCUMENT IS BEING RECORDED IN TilE OFFICE OF TilE ANOKA COUNTY RECORDER ,.,. .... FOR THE BENEFIT OF THE CITY OF ANDOVER PURSUANT TO MINN. STAT. ,b../, 'c SECTION 386.77. ~ "+', '. '" 1."0'0 .........s., ~.t~..>....~ Q... " ) ) ELEMENTS v INDIAN TRIBES v ~ I )I I )I. )I I..,.: ~ )1)1 Z. . ~Itill. 1..% II. z ~ Izl_lz . or: ~z.~1 II ti~~t;:;~I~="':t;ltiti::; g:; :;:;~ti:; z=18:;:~til~,: ~;8"'2:~~":;::;Oi~ 11 ~ ~~:10 ~i:;c~"2e:;.: ~ : ~ ; ~ g z . i 8 !E w !E -' :t C ~ i ~ ~ : g'~ l!i x ~ ~ : ~ ... c ~ z ~:5~;:s.~~~~1~~~~ca2C5Z:2:i~'i :J: 2da3~~=~~ - , I .0.. , " :..1.1 '1 " I ~;:::;1' I. I.: l- I ~. . -:Z1 _ I ,I ~if .. ~-_:. 'I'~~ J ~. I .'/'1 I' ~""I, ~ ..~~, .1"\1: ';~ I ~~ ~ ~ I /~ ~ _ <,rb:.-;:~~-,-~ ~ ll~V ! -:::s;........ 12" I, 1,~~ \\f' ;~'~ ~~ :2 ;~, .' ~ I I"" . . , "_ lof. '. .... ~ c I: I ' 7J~~r - " r-; l:!1 :-'4~~' , ~ I I I~;~: . '/bH~' .,. I I' ....;.-<.~ f I 1 I l'~ . ...... I Jt5'. .. ,.,.)" , . ( I ,,' ",. . . . , II I - I'" ; I ~ I __ ..... - . ",'- _"..I_d~, 1it H," - _ -, . ~. ~. I . I it..tli!'l v~ , '~. I:--~ l -f; I " H ..J.\.jf';5'~~.r /I J ./.< ' ;$1 , 1 "1 . .'. "':';:r.T.T.T. . . ./ J I' .,y. , - . 0. 'J( '. " ,,-- ~ ,fA.: TI"OLLlII., . -\ '.~ ' \0!!c"' L..l- ~~ ~~ ;:y. \i\ --; . ',\'AlJ; ~.. I~, - ~ "'-l!'~' fj -:T _ F--.... MEAoir~ EST~TES · I ,f; . l .' J--~~t;. ~ oj '/~ . . '-..J 2r. I --; I/';/ A ~ _, 3. ,~'\_~,. c..:., '\' ...\~'-~..~'~" --- -- .~~,I. ~__._ - '~,~~I '7 ~'I"': .1. ../ ..", I . r-;. r, fCi;5 -/' . '-::~l~" ,I ~ I I I I. ,..;: I' l' . ,.;~\: . -..""r, . ,y;. . .;, . .1 ~~ ii' ,- . 'V;~ .--;-~, ,,'< '..~'OI'... --- . , . . , ~~ .~ I" ~ , -t'. ' ' ~ffl""~ 1/1 t,r, ~. j," .\. , "" I ' . '>(r.5 ! Y -l"'...- -, \ I, ! I . I " ../ ...,.... ~ ; ,I.r. ,.......... /'/~;"I"i _ ''''''''T'''I1"'/ ) '1" . ----f----, T~ ~ I it I . \ I! 0 I l.!i \ -:Jf-'f.C _ ~ I . ~ I \ ~K ~J -H I - I ' I - r~_ _ I L~ ___-LI ----~ ---- ,,-' Q . ..~// [TIT amm ~T ~ i . " I ~~< ~~II 111111 ~ ~ I- I I j ~'-., ",'. . . . . . , . .:\ V -...+++....+ ..... I ,'I ~ ""I .. " , " ,- I- I '\ .~< . F'i ," . I .. . . . . . 8 )i - - c- I ~ \ . \,':,- rL -: ~ ~ J..& ' ' . ~I ti ~ '" ;;'~ ' - 1- I ' ~ .... . I c I L\ #J ~ t~.. : ':' - -I ""r-U ~ ~ ~~ . -RiG" TERE/J':' -. 1:_ - I- a .."YO- U) -!!! ,. I _. -. -' 'tRED 1(,. ~ ~ ~ ..... -'I, I " ~ ~:I -~- ~~-~ i-..~!l1o.~ I ~r ~~~= ~.' A'i >- !:: I -, _', I .....-:A"\', ~~ A, ~ ~:::------ I I I -. -~ -.: \#..~~W. ~~ ~<:. ~, I' I ....~.I ~,l \ --'. : I _pVVEN : :. ,./ ~,:--- I 1 -. [' 1 .' ~, I I ,.... 1-. --j-- - - +- -- f.{JBr.!N ' -I- ~.~-. _ jt.Lo yo -;:-- -. // ~ . .~~..- ~_. ---:- -~.. ,.' ,'_ .. ~........ .72-' ~,..,_. d11 -' rr- . .c:' ' " , ,,- '5- '. ~N .\,\. ~ ": L ',' . .' . '-.:'YL ',-' " '0..." , 100 . I:,', . . ..-. .- _. -~.. ,~ ,. . .~ . '.'-. .,.: ~ ..' ~, ",.C, ',. -'-.,.' :-:::",., ,;,;,11_ _..~ ," ';C',;'. '.' ~/:~:. I -:,' I" , ,r-... , ' ,.', ,--" , ,/!.;..;.:J ""\.,;U\.;"" ",,, tF~-I-' . ".., ~~'.I:~"" 'C'. ,~. -:: '. ~ ,'" _ _ -.~ '\ "r " F '. '- '(fj . t~ ~II .-;iJ'o.. ( ,",- ( , ) " \ \ \ V 1/ ~ \ ~ ,\\ / .. .- . I \ \ \ '. \ ' \ \ - \ MH-1 '. Ol-rc.'" ,-&wEANED ~; , \,\ ~~ BY p"Su(. '\" MH-3 / '::) wota."~ ,",IS " a:. tA-sr 4~~""ci. · \ cU\. ~E1'\1 " :, \ dUL~ERT ~ \ ; ,\ I ",\\- I \ <.............); I \ ---::: ~~) , , ) -'r -- - ,- .. -,-,,-' _.- \ ---~- -',', - \. I / . \ / ,.. -1 · ' 1,/\ '. .'./'-.... . '. \ Ii," ,,/ - \ J \' 2" ~~ '..... . . . ,J.. ..___ L---~ -. .l.. '.." \.-- ," , .; \ ) CITY OF ANDOVER REQUEST FOR COUNCIL ACTION , DA TE:~anuarv 19. 1999 ) / AGENDA SECTION ORIGINATING DEPARTMENT Discussion Community Development ITEM NO. David L. Carlberg S, Community Development Director Sketch Plan - Ed Fields & Sons Section 15 The City Council is asked to review and comment on the sketch plan as being proposed by Ed Fields and Sons located in Section 15. The sketch plan consists of twenty-one (21) single family rural residential lots ranging in size from 1.0 - 1.8 acres. Planning and Zoning Commission Review The Planning and Zoning Commission reviewed the sketch plan on December 22, 1998. The \ Commission did not support the development oflots smaller than 2.5 acres. The Commission , / also recommended the developer explore the feasibility of extending a street to the south into Outlot A. Attached is the staff report and minutes from the Planning and Zoning Commission meeting for background information. Park and Recreation Commission Review The Park and Recreation Commission reviewed the sketch plan at their January 7, 1999 meeting and will be recommending the acceptance of cash in lieu of land. , ) ': Regular Planning and Zoning Commission Meeting \ j December 22, 1998 - Minutes Page 5 Sketch Plan/Hills of Bunker Lake 6th Addition Mr. Carlberg reviewed the proposed sketch plan of Hills of Bunker Lake 6th Addition which is located in an NB, Neighborhood Business zoning district. The developers are proposing it be developed into an office park with six 5,000 square foot buildings and one 4,000 square foot building. The developers will need to show how the property is to be subdivided in either lots or lot boxes if the units are to be sold separately, If the property is developed as a planned unit development, a Special Use Permit will be required. He noted that the property is located within the Metropolitan Urban Service Area and a majority of it falls within five hundred feet of the Waste Disposal Engineering Landfill Site. Mr. Carlberg noted that the Andover Review Committee discussed this plan and would like the developer to consolidate the six buildings into one or two larger buildings to preserve trees that are on the site. The street or driveway entrance to the project on 139th Lane needs to be ; aligned with the driveway entrance of the development to the south. It was also requested that the potential fer Eagle Street being extended through the development to the north to 140th Lane and the incorporation of the vacant Lots 1-3, Block 5, Hills of Bunker Lake 4th Addition into the plat be explored. A SO/50 cost share will be required for the bikeway/walkway trail along Hanson Boulevard. The Commission felt that there should be only one or two buildings so that the trees can be preserved. Commissioner Jacobson suggested that the square buildings be eliminated and perhaps round buildings be constructed, He also suggested that the parking for these buildings also be used I for people using the park. No further action was taken, (ff) Sketch Plan/Ed Fields and Sons/Section 15 Mr. Carlberg reviewed the proposed sketch plan noting that it contains 21 single family residential lots from 1 to 1,8 acres. The property is located in an R-1, Single Family Rural zoning district which requires a minimum lot size of 2,5 acres. However, the property is located in the Metropolitan Urban Service Area with utilities scheduled in the 2010-2015 timeframe. The property owner has the ability to develop lots smaller than the minimum allowed by the R-1 district when the property is located in the MUSA without city services. Mr. Carlberg explained that the new draft of the Comprehensive Plan removes this area from the MUSA which would require a 2.5 acre plat. He also noted that the Water Resource Management Plan shall be implemented with the development. the 100 year pond elevation shall be identified on the preliminary plat, the wetlands within the development must be delineated by agencies and indicated on the plat and the owner shall obtain all necessary permits. Mr. Carlberg noted that the Andover Review Committee discussed this plan and questioned whether a street extension to the south into Outlot A should be required to plan for future resubdivision. They also asked that soil borings and septic layout be provided. The Fire Department and Public Works Department have indicated that they agree with this plan because about four dead end streets will be connected. '\ \j CITY OF ANDOVER \, REQUEST FOR PLANNING COMMISSION ACTION December 22, 1998 DATE AGENDA ITEM ORIGINATING DEPARTMENT APPROVED FOR 10. Sketch Plan Planning AGENDA Ed Fields & Sons Section 15 err:, David L. Carlberg B 'k",,","u,n;hr ~ , n; BY: Request The Planning and Zoning Commission is requested to review the proposed sketch plan presented by Ed Fields and Sons located in Section 15. The proposed sketch plan contains 21 single family residential lots. , General Comments * The proposed sketch plan is located in an R-l, Single Family Rural Zoning , \ District. The minimum lot size is 2.5 acres. The sketch plan before the , / Commission proposes lots from 1 - 1.8 acres. I * The property is currently located in the Metropolitan Urban Service Area (MUSA). The property is proposed to develop with municipal sanitary sewer and water in the 2010-2015 time frame. The property owner has the ability to develop lots smaller than the minimum allowed by the R-l District when the property is located in the MUSA without municipal sanitary sewer and water as provided in Ordinance No. 10, Section 9.06a(2). The new draft of the Comprehensive Plan does remove this area from the MUS A, which would require the lots to be developed at a minimum of2.5 acres unless a planned unit development (PUD) was developed. The Commission will need to discuss this issue in greater detail. i * All lots shall be required to meet the provisions of Ordinance No. 10, Section I 9.06a(3) or 9.06a(2) which relates to lot size and buildability requirements. * The Water Resource Management Plan shall be implemented with the ~,) development. \ , .J Page Two Sketch Plan - Ed Fields & Sons Section 15 Planning and Zoning Commission Meeting December 22, 1998 * The 100 year pond elevation shall be identified on the preliminary plat. In addition drainage and utility easements are required for the 100 year flood elevations. Flood fringe and floodway boundaries shall be indicated on preliminary plat. * The developer and/or owner is responsible to obtain all necessary pennits (Minnesota Department of Natural Resources, U.S. Army Corp of Engineers, Coon Creek Watershed District, Minnesota Pollution Control Agency, LGU and any other agency that may have an interest in the site). Initial contact shall be made with the City Engineering Department regarding this item. , / * There are wetlands within the proposed development that must be delineated by agencies and indicated on the preliminary plat. The Local Government Unit is the Coon Creek Watershed District. The developer shall contact the CCWD to discuss the 1991 Wetland Conservation Act that is in effect. * The developer is required to meet the following City Ordinances and all other applicable ordinances. Ordinance No.8, the Zoning Ordinance Ordinance No.1 0, the Platting and Subdividing Ordinance Ordinance No. 107, Flood Plain Ordinance Ordinance No. 114, Wetland Buffer Ordinance ; I Ordinance No. 214, Diseased Shade Tree Ordinance & the Tree Preservation Policy Park and Recreation Commission Comments The Commission will be reviewing the sketch plan at their January 7, 1998 meeting. Cash in lieu of land will most likely be recommended. \ \..J , , ) Page Three Sketch Plan - Ed Fields & Sons Section 15 Planning and Zoning Commission Meeting December 22, 1998 Andover Review Committee Comments The Andover Review Committee (ARC) met on Tuesday, December 15, 1998 to discuss the sketch plan. Comments from the meeting are as follows: * Should a street extension to the south into Outlot A be required to plan for future resubdivision. How will areas to the west and south be developed in relation to this property. , * Soil borings and septic layout should be provided to determine proper location , ) of septic system. * The new requirements of the Standard Specifications for Rural Residential Street Construction. Concrete curb and gutter is required along with a wider street section. * Anoka County Highway Department has received the sketch plan. Comments area pending. * Variances may be required on the sketch plan. It should be noted that some of the above listed items will need to be addressed as a part of the sketch plan review and some of the items will need to be addressed as a part of the preliminary plat application and review. The ARC is listing these items at this time for discussion purposes. The Planning and Zoning Commission should remember that this item has not been studied by staff in detail as most of the detail will be reviewed as a part of the " \ preliminary plat. ',) 'I',~""'~' '-,' /1,...''"-._ 'I " ;" ~ '$<.....,: .,- , " l'f -;-;-?" ,~~s<;.>- 1,1--- y_ ..:: t:("" I J ". '~. '. n+.n \\:X -1"'~ I, . ~- .\3".so .&5, ... I'I-~ '2 - . s. )1.-'" . ' ' IF - "' , // ....... I .... roo::" , , ./1 I .: ' , , ' . 4 .~v.c.~ I',. z ,1'1 ,,\ . 5 ,4. ~. . . '\ ~'5..&~... . I ~OO" ~:;----,L ~ I ;lI O~ Y.; .s ,,\ -.JJ!lIl.;~"" I , :' ~,>. ~:~:.o, ",' l oS-_ : ?-,,'. W' - . ...... ,..;'" _<:' .' '<ll. ..,.. - . . ~ .1---' I' r <: -;:.. _,....~O: ~I+-- . " I' ,"3; Location Map ~,,,~. ~~ I.l :, /~'4PK 'v I' r .. . , I iI I 'J ~. ' : , ; _" I . , '. "," / ' " I 's ,~~I ~ ., --- I ,'S ! : . ~~l"'-"I'-.i..""" :. f ~ I ./ ,'0 .',,"'.i, ~~'~ : ,,'e:) tlll,1 \ 1'1' ,,,.I'f.I.,...,... I " ,F", J "I It I I' I ; 'Ill!: , .! 'Ji' I I I! /; f- " I 1 'I ' , I . 1,.00- ---' I --- -- -. _. - r- . . : ,.t.:~\,'_ ~,I~ 'I, rtfi\ J 11_ _.U, i,l~:i' ~ i .~ \, /' T1" 1 ,I;; I -+ -c ' ,., i I ~ ' , 'II... ~ Jo-:-l ' I ' ,= c h :- _.~.- :/ . ./i.~Y'Tr-",::j-,+_L - - -~w '_._ I ~ J ~'r::'=~ ~-';:,'-1~ ;.;:" ~ -1: I '- - , ..,.." >= I '//'.{,~ . j.ti-J 'I ; I '/r- r , :\'..s~ I I " , ! ,/~..~ 1 (", ~ ; I I i I \ "'-, ;"""'1 . I 'J i I I I /,/ x i"JC-. , = I / I I ~,/,: K~'"'' ,-~~ " i .L.. r/:--- ' i · I I I -;... ....t.,. - :, i I . ~ ' ' ~ I I ' ", Ii 1" _, -\- ~'A~-, II J I I r I I I . ~: ,---, ,_______ :;: R I , ~.. ~iIN:G~ ---------- l'~ i, 1 Ii ",'I~I\,.sRJP';"""';I_~ ;''''- I 'I --...'" '",- I . . :31. 11\" " ) - , , 1"'- ' I ~ , ,. 'I Ii, ""'- I . / . I M~.wAl.L ~,::;n ~ ! "'r ., I . ~ ."" I I OAIrVIO>' r ' ...!:""::i I - csrlrCS 'ALE ~ I o .!i.'E. ~...: I ., ;".1: " I' :47(3',1 ~ l I "'OOU' ~. I I ' i'! "'CHooL_ - 8' :! I . 'h',-- ~ _.~.~'..... ...~...... '~1~ 1 I -' (-"7;' ~~5 ' I' i :'/,,2 ' ------ -.- - - --- 'C . I . ~ I ~ 'l'j ., I .It, ~ -: 'J KAOLCC i /2! '/'! . a[f;S I) , ' :P, t 'f. I ~ I I 'I>EOENO"ENT Z L /~ ..' . 1 : i II . ~ -I .: ~_'_ -, - - . " I,' ~_?" ''', , . , :,<1 " .) I-.!,~"':, - ...,",... ','....-. ' --- 04 - '. F-. ~\ \ t ~~~ '. ".,.,r...,'" ."" ~ I ,'\, \- I . S' ..,.,..,. " ... 10 I "" ,.!.~ -.. " .'.'. ..: . ~-. . : i ' '- "-=-. \ 1-:-6:' '., '? \' ~;', ~ .~I ~;;q~~;;Vi:: ~~~ ~ 'h "::-' ~ . , . , . I Sr'~' L"; ~ . . ' F: ~ iE.'f ' "0. ~ ~.,J"'.~","";,.~. -~ ' 'f 1 ' 'i '<!~ -' ".."".- - -~ ----: ~ I ' ! - ,:.... . .;.;."~,_. _I' ....~~~ I :: - I 'I. ...... .... " I LUN'I t' _I.oj' . I r: : ""'L ~.. ~... I l . ~~ .. . ,. i - - - - - - - - - II ... . ~ . ~ . ~~ .' i' .~~.. -' . , .-... L-.. ! '. . _ . L.o--.,_ f-- j' , ~ ,_ _.. ~ . l' " ~ __~ J ,I ! ... ~. -rh ~I ,',....... 1'....oiI, . :- ' I ! . 0.' "'1 .......__ ~ T ~. ) ~ - '\n'-'\ i U i' -:\\w- ..~' -~~" II III ~ bi: ~ Ii A . ' 6. -./ / f . ~ ~ \l ~ --. h ~\.\. : .'. . " f~. _ ~~'!... '/--d:.' .....:::::::l ,_ . I ~ ' .... "'S....'\'\ \\' ". -, "-:.'"0 -- .....-. .-,., - , 1 J" -::;.-:- _no. \ '\ .~. t....._~, ... -, , " .. , '':;;:f'', . '- ,..... ---- ~...,p : , II ;;, ~ I I I III ~ 'ldr:, , , I .. ;''''.~~;-,:.g"l :~~ ' ,-....1 ~'I"'II" ~ '. -, CITY OF ANDOVER REQUEST FOR COUNCIL ACTION . / DATE: lanuarv 19.1999 AGENDA SECTION ORIGINATING DEPARTMENT Discussion Item, Cont. Planning John Hinzman, j ""d" ITEM NO. Comprehensive Plan Amendment City Planner Change land Use District RU to C, Section 23 lot Gerald & Carol Windschid Reauest The City Council is asked to review a Comprehensive Plan Amendment to change the land use district designation from RU, Residential Urban Single Family to C, Commercial by Gerald and Carol Windschitl on land owned by Ashford Development Corp., Inc. (PIN 22-32-24-23-0003). The proposed parcel is approximately 5.45 acres , and is presented as a part of CHESTERTON COMMONS 4TH ADDITION in Section . / 23. Plannin!! and Zooin!! Commission Review The Planning and Zoning Commission voted 4-0 (2 absent) to deny the request at the June 23, 1998 meeting. Commissioners objected to the timing of the development in relation to the residential plat, and proposed uses of a commercial district in relation to Oak View Middle School. Citv Council Review This item was tabled at the request of the applicant at the September 15, 1998 meeting. The council has been seeking easements from the applicant to ensure proper stormwater drainage for the Chesterton Commons and Hamilton Square area. At the September 15th meeting the following drainage issue agreement was reached between the City, applicant and Ed and Lora Hamilton, developers of Hamilton Square: . The Chesterton Commons preliminary plat would be revised to accommodate the proposed commercial designation of this application. , \ \,-- j Page Two CPA 98-02 Gerald & Carol Windschitl / January 19, 1999 . The preliminary plat would be reviewed by the Andover Review Committee, Coon Creek Watershed District, and the Hamiltons to ensure resolution of all drainage and economic issues. . A public hearing for the revised preliminary plat would be scheduled before the Planning and Zoning Commission. . Following Planning and Zoning review, the item would be placed on the City Council agenda concurrently with the Comprehensive Plan Amendment and Rezoning for commercial designation for the proposed 5.45 acre site. . The applicant would no longer pursue a metes and bounds lot split for the subject property. . All drainage issues would be resolved prior to council hearing. A revised preliminary plat has been reviewed by the Planning and Zoning Commission, and is submitted in conjuction with this item. The Coon Creek Watershed District has , voted to approve the revised preliminary plat. The applicant has been working with the \ ) City Attorney to resolve outstanding issues, further information will be presented at the meeting. The item has been previously tabled at the request of the applicant at the July 7 and 21, August 4 and 18, 1998, September 1 and 15, 1998, and December 15, 1998 meetings. Attachments . Resolution for denial . City Council Minutes - September 15, 1998 . Planning and Zoning Commission Minutes - June 23, 1998 . Planning and Zoning Commission Staff Report - June 23, 1998 \, \ .I CITY OF ANDOVER " COUNTY OF ANOKA / STATE OF MINNESOTA RES. NO. R -98 A RESOLUTION DENYING AN AMENDMENT TO THE COMPREHENSIVE LAND USE PLAN OF THE CITY OF ANDOVER TO CHANGE THE LAND USE DISTRICT DESIGNATION FROM RU, RESIDENTIAL URBAN SINGLE FAMILY TO C, COMMERCIAL FOR GERALD AND CAROL WINDSCHITL ON PROPERTY OWNED BY ASHFORD DEVELOPMENT CORP., INC. (PIN 23-32-24-23-0003). WHEREAS, Gerald and Carol Windschitl have petitioned for an amendment to the Andover Comprehensive Land Use Plan on property owned by Ashford Development Corp., Inc. to change the land use district designation from RU, Residential Urban Single Family to C, Commercial on approximately 5.45 in the southwest comer of the CHESTERTON COMMONS Preliminary Plat in Section 23, legally described as follows: That part of the Southwest Quarter of the Northwest Quarter of Section 23, Township 32, Range 24, Anoka County, Minnesota described as follows: Beginning at the Southwest comer of the Southwest Quarter of the Northwest Quarter of said Section 23; thence North 00 degrees 02 minutes \ 19 seconds East, assumed bearing, along the west line thereof a distance of , ./ 720.12 feet to the intersection with the north line of the South 720.00 feet of said Southwest Quarter of the Northwest Quarter; thence South 88 degrees 53 minutes 56 seconds East, along said north line a distance of 303.14 feet; thence South 57 degrees 53 minutes 02 seconds East a distance 001.76 feet to the east line of the west 330.00 feet of said Southwest Quarter of the Northwest Quarter; thence South 00 degrees 02 minutes 19 seconds West, along said east line a distance of 703.76 feet to the south line of said Southwest Quarter of the Northwest Quarter; thence North 88 degrees 53 minutes 56 seconds West a distance 0030.06 feet to the point of beginning. WHEREAS, the Planning and Zoning Commission finds the request would have a detrimental effect upon the health, safety, and general welfare of the City of Andover; and WHEREAS, the Planning and Zoning Commission recommends to the City Council denial of the amendment as requested. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and denies said amendment to the Comprehensive Land Use Plan for the following reasons 1. Inconsistency with the spirit of the Comprehensive Plan. \ ) 2. Detrimental affect on the health, safety and general welfare. Page Two CPA 98-02, RU to C Gerald and Carol Windschitl : Adopted by the City Council of the City of Andover on this 19th day of J anuarv, 1999. > CITY OF ANDOVER ATTEST: J.E. McKelvey, Mayor Victoria V olk, City Clerk , , . ) \ "-) , / Regular Andover Ciry Council ....leering Jfi:lII!es - September i 5. 1998 Page 6 (Approve Park Bond Refere~:ovember General Elecrion/JP98-18, Continued) -... i~/'otion by Kunza. Seconded by Ornel, th'at-tQe bond referendum for $3,749,500 be put on the November election. (Resolution RI87-98) Motion carried on a 3- Yes, 2-No (Oehn, Knight) vote. Councilmember Knight stated his vote is based on the--fact that there needs to be more work done "- on it. Councilmember Oehn stated she is very uncomfortabli 'th the lack of research and the short time frame. She'd like the more research and community meetin Commissioner O'Toole thanked the Council, stating they are constantly researching what the people t and need and are trying to respond to that. It's been an on-going process. , - * AMEND ANDOVER COMPREHENSIVE PLAN - REZONING/SECTION 23/ASHFORD , DEVELOPMENT CORPORATION, INC., CONTINUED I Mr. Erickson stated he met with the developer and his surveyor regarding the issues of ponds and easements for storm water drainage. He felt it is more of a procedural question, so Staff is proposing '\ a process to get the whole storm drainage system working out there. ) Mr. Carlberg explained the process would be that the developer submit a revised preliminary plat of Chesterton Commons showing how it would be revised to accommodate the five-acre piece of property. That revised plan would be reviewed by the Andover Review Committee, the watershed and Hamilton's engineers to make sure that all the drainage and economic issues are resolved. Then a public hearing will be scheduled before the Planning and Zoning Commission, with the revised plat then forwarded to the City Council. On the Council agenda \\-ill be the revised preliminary plat, the comprehensive plan amendment and the rezoning. The metes and bounds split would go away and the drainage issues would be worked out prior to coming to the Council. If this process is acceptable to the City Council, Staff will start the review as soon as the revised preliminary plat is received. The Council asked the time frame and whether it can be done by the deadline at the end of the year. Mr. Carlberg stated it will take some time, and it will be tight to get it done by the end of December. It will depend on the submittals. lenv Windschitl. Ashford Development - noted when they tried to plat Chesterton Commons with two different classifications, they had to correct that before the plat could proceed. He wanted the Council to understand this procedure. Secondly, there was an interpretation many years ago that an amended preliminary plat didn't need a public hearing as long as the number of lots wasn't increased. He didn't recall the plat this was done to, but he will research it. Not holding another '\ public hearing would reduce the time frame. Also, the rezoning has already been through a public , ) hearing. Attorney Hawkins didn't recall the interpretation but said he would look into it vrith Mr. Carlberg and give an opinion. , , Rl!gular Andover City Council Jfeeting , / Jfinlltes - September 15. 1998 Page -:- (Amend Comprehensive Plan/Rezoning/Section 23/Ashford Development. Continued) Mr. Carlberg stated in his opinion the preliminary plat and the impact of the revision warrants a hearing, plus the lots are being reconfigured. He 'Will research that further. While this procedure is not the City's regular practice. the reason this is being proposed is because of the on-going unresolved drainage issues in the area. Mr. Windschitl - agreed 'With the suggested procedure. The revised plat would show two commercial lots, one on either side of the street, and would show all drainage and ponding. If the rezoning is denied. however, he wanted assurance that the old plat will stand. The Council agreed to the proposed procedure and ....ith the request that the old plat stands if the rezoning is denied. Mr, Windschitl - then requested the items be tabled until this process is tinished; or in the event it can't be finished. they would bring it back at a specific date. ft-[otion by KWlZa. Seconded by Dehn, to continue Items I and 2 to let Staff work on them. Motion '\ carried unanimously. , / I , ~. - AMEND ORDL""ANCE NO. 233IDANGEROUS DOG ..;/"", , ilIotion by Ortte[. Seconded by Knight, the ordinance amendment'as 'Wnnen. Motion carried unanimously. PARTICIPA TION/METROPOLITAN LIVABLE COMMUNITIES PROGRAM Mr. Carlberg explained in November of each year, the City has to choose whether or not to participate in the program. His Staff report highlights the benefits of participating in the program. It would cost $11,210.83 in 1998 to participate in 1999. After a brief discussion, the consensus of the Council was to take the same position as in the past and not participate. ,1--[otion by Dehn. Seconded by Orttel, that we not participate in the program. DISCUSSION: Mr. Carlberg stated he would submit a [ener to the Metropolitan Council indicating that decision. Motion carried unanimously. CONSIDER COUNCIL PA Y ADJUSTMENT \ , / Mr. Fursman explained in preparing for the 1999 budget and in talking with administrators and managers of other cities similar in size to Andover, Andover has the lowest rate of compensation for the Mayor and Council. There are strict rules regarding when and how Councils can address an increase for their salaries. He is recommending an adjustment to the Mayor's Salary to $7,800 per , , \ l . ~egular Planning and Zoning Commission Meeting June 23, 1998 - Minutes :Jage 2 Lot SpliWariance, Cont.) 'v10TION by Apel, seconded by Gamach orward to the City Council the resolution prepared )y staff to approve the lot split/variance request racy and Mike Ellis and Linda and Ken 3cheneman at 697 - 141 st Lane NW. Aotion carried on a 3-yes (Apel, Gamache, Peek), 3-absent (Wells, viII be forwarded to the City Council on July 7, 1998. Commissioner Wells arrived at this time - 7:36 pm). ~ublic Hearing/Comprehensive Plan Amendment/Section 23/G. & C. Windschitl Ar. Hinzman reviewed the request of Gerald and Carol Windschitl for an amendment to the ~cmprehensive Plan to change the land use designation from RU, Residential Urban Single =amily to Commercial on land owned by Ashford Development Corporation. The site is a 5.45 olcre parcel which is currently a part of the Chesterton Commons preliminary plat. The proposed ii' '/as originally designated for single family detached housing. Eleven lots would be olinJlhated and,Eagle Street would need to be relocated. The original plat would need to be lmended to reflect these changes. The applicant has not indicated a proposed use for the :evelopment. Mr. Hinzman explained that the property owners in Chesterton Commons lurchased their property under the assumption that the property would be a single family jevelopment. The nearest existing residential lots are 160' from the development. Mr. Hinzman ~oted that the preliminary plat has been approved but the property has not been final platted yet. ~ommissioner Wells questioned the proposed zoning of the property because a year ago it was ~-1, then R-4 and now they are requesting that it be commercial. Mr. Hinzman explained that 1e developer has decided to make a change. He also noted that we would have to look at a re- 'onfiguration of the lots. Commissioner Gamache asked if 154th would come out directly across 'om Oak View Middle School. Mr. Hinzman stated that it would. Commissioner Gamache sked what the status of the PUD is with Mr. Hinzman stating that it is in the sketch plan stage. lOTION by Gamache, seconded by Apel to open the public hearing. Motion carried on a 4-yes 3amache, Apel, Peek, Wells), 2-absent (Luedtke, Squires) vote. erry Windschitl, Ashford Development Corporation stated that it is their intention to plat single 3mily lots, with no townhomes. They will have two commercial sites - one to the north of and ne site to the south. Mr. Windschitl explained that the PUD preliminary plat is almost complete. 'I'. 'rchitect has to catch up to where they are in the process. When they come in with the re:..,riinary plat they want to have elevations and everything else ready. The PUD will contain a ~tail service station, day care center and office retail building. Mr. Windschitl also noted that hen the original drawings for Chesterton Commons were presented, this five acre parcel was lown as commercial. They do not have a site specific purpose for the two parcels. Their first F 'ming and Zoning Commission Meeting , J June 23, 1998 - Minutes Page 3 Dreference would be a family restaurant on the southern parcel but because of Andover's zoning ordinance this would be impossible as a beer and wine license would not be allowed. They also looked at a medical type of facility such as a physical therapy center which would complement :he clinic. Chesterton Commons will have some lots that are on permanent hold so no one can ouild on them. Eagle Street would be straightened out and will be located between the residential lots and the commercial lots. Commissioner Wells asked what the status is water to this site and the storm drainage. Mr. Windschitl stated that they don't have any issues on this site. The sewer and water are both 3djacent to the property. ~d Hamilton, 5650 Highway 10, Ramsey asked how this property can be rezoned if the plat has 10t been amended yet. He also noted that there is an issue on the storm drainage between :hesterton Commons and Hamilton Square. He stated that when he developed Hamilton Square he paid for oversizing the water pipe and now Mr. Windschitl will be able to take 3dvantage of it. Mr. Hamilton then presented material from the Coon Creek Watershed Board N' }' states that if there is a change in the proposed land use on Chesterton Commons from -e~1 ential to qommercial, hydrologic data must be recalculated. ~egarding Mr. Hamilton's question about the rezoning prior to amending the plat, Mr. Hinzman loted that a condition of the resolution prepared by staff is the an amended preliminary plat of :hesterton Commons must be approved. Ninslow Holasek, 1159 Andover Boulevard - expressed concern about the storm water issue as :here isn't good storm water drainage in this area. Mr. Windschitl replied that runoff calculations Nould have to be done at a higher runoff rate. The pond would have to be moved and it would Je used as a buffer on one side. AOTION by Gamache, seconded by Wells to close the public hearing. Motion carried on a 4-yes Wells, Gamache, Apel, Peek, 2-absent (Luedtke, Squires) vote. )ave Carlberg noted that the whole issue revolves around easements along Hanson Boulevard. -he easements were not dedicated so the council denied the plat. \cting Chairman Peek stated that from general planning this makes sense because Hanson ,oulevard is a main corridor; however, he felt that this may suffer from an issue of timing. We're 'Iready taking about a PUD across the street and this is being requested to be Shopping Center. )(" ,of the permitted uses may not be appropriate because of the middle school so close. He 211 .. iat there are more negatives than positives. ~ommissioner Wells felt that by approving this request, the city would be opening themselves up ) some major problems. She didn't feel that something like a McDonald's would be appropriate. . '\ I, /lning and Zoning Commission Meeting June 23, 1998 - Minutes Page 4 She also felt that with the issue between Chesterton Commons and Hamilton Square not being resolved, it would not be a good idea to approve this request. Commissioner Apel suggested that this come in as a total replat. He did, however, feel it is a good spot for commercial. Commissioner Gamache stated he would be against approval. MOTION by Peek, seconded by Gamache to forward to the City Council a resolution denying an amendment to the Comprehensive Land Use Plan to change the land use district designation from Residential Urban Single Family to Commercial for Gerald and Carol Windschitl on property owned by Ashford Development as prepared by City Staff noting that it was the opinion of the Planning and Zoning Commission that this proposal was not consistent with the current Comprehensive Plan and that the Commission funds it will have a detrimental affect on the health, safety and general welfare of the city. ~,' 'on carried on a 4-yes (Wells, Apel, Gamache, Peek), 2-absent (Squires, Luedtke) vote. This , / ' will go before the City Council on July 7,1998. Public Hearing/Rezone from R-4 to C, Section 23/Gerald Windschitl Mr. Hinzman explained that because this item is contingent upon the previo item being approved, it would not be appropriate to fully discuss it; however, since ublic hearing was advertised it should be acted upon. Acting Chairman Peek opened the public hearing. MOTION by Gamache, seconded by Wells to close the p ic hearing. Motion carried. MOTION by Wells, seconded by Gamache to forwar to the City Council denial of the rezoning request of Gerald Windschitl. Motion carried on -yes (Apel, Gamache, Peek, Wells), 2-absent (Squires, Luedtke) vote. This will go to the Cit ouncil on July 7, 1998. Amended Special Use Permit/Bulk St age of Liquid Fuels/3118-162nd Lane/Ace Solid Waste , '1 Mr.-Hinzman reviewed the reque of Ace Solid Waste to replace a 3000 gallon underground storage tank with a 10,000 ga n underground storage tank on their property at 3118 - 162nd Lane NW. The property is z6ned Industrial and the surrounding land uses are also Industrial. The original tank was installed in the 1970's and federal regulations now require that all tanks Planning and Zoning Commission Meeting CITY OF ANDOVER '\ REQUEST FOR PLANNING COMMISSION ACTION ) DATE: June 23.1998 ITEM NO. 4 ORIGINATING DEPARTMENT Public Hearine:: Planning Comprehensive Plan Amendment Land Use Change RU to C John Hinzman Section 23 City Planner Gerald and Carol Windschitl Reauest The Planning and Zoning Commission is asked to review an amendment to the Comprehensive Plan to change the land use district designation from RU, Residential Urban Single Family to C, Commercial by Gerald and Carol Windschitl on land owned by Ashford Development Corp., Inc. (PIN 23-32-24-23-0003). The site is approximately 5.45 acres and is currently a part ofthe CHESTERTON COMMONS Preliminary Plat in , Section 23, legally described on the attached resolution. / Annlicable Ordinances Minnesota State Statute Chapter 473.858 states, "If the comprehensive municipal plan is in conflict with the zoning ordinance, the zoning ordinance shall be brought into conformance with the plan... after August 1, 1995, a local governmental unit shall not adopt any fiscal device or official control which is in conflict with its comprehensive plan." If the Comprehensive Plan is amended, the applicant will need to rezone the land to an applicable zoning district by December 31,1998. Adiacent Land Use Adjacent land use within 350 feet of the site includes the following: North RU, Rural Urban Single Family; CHESTERTON COMMONS Preliminary Plat East RU, Rural Urban Single Family; CHESTERTON COMMONS Preliminary Plat South C, Commercial; HAMILTON SQUARE (Post Office, Mork Clinic) West RU, Residential Urban Single Family; Oak View Middle School \ ,.-J Page Two CPA 98-02 \ RU to C \ , ) Gerald and Carol Windschitl Andover ComDrehensive Plan The Andover Comprehensive Plan, Chapter VI, Section EA, outlines the following policies pertaining to the siting of commercial development: . Neighborhood convenience centers shall be located along arterial or collector streets. . Neighborhood convenience centers shall be located with convenient accessibility for both motorists and pedestrians, giving due consideration to market demand and community development. . Orderly transition areas between commercial and residential areas shall be established and maintained. General Review . The proposed site was originally designated for single family detached housing as part of the Chesterton Commons Preliminary Plat. Eleven lots would be eliminated and Eagle J Street NW would need to be relocated (see attachment). The original plat would need to be amended to reflect these changes. . The applicant has not indicated proposed use for the development. . Property owners in Chesterton Commons purchased property under the assumption of a single family detached development. The nearest existing residential lots are approximately 160' from the development. . Adequate separation via landscaping and\or berming should be implemented to negate the impact of the commercial site upon existing and planned residential areas if the amendment is approved. . The proposed site is adjacent to the Hamilton Square commercial development consisting of a Post Office and Medical Clinic Commission ODtions 1. The Andover Planning and Zoning Commission may recommend to the City Council approval of an amendment to the Comprehensive Plan to change the land use district designation from RU, Rural Urban Single Family to C, Commercial on approximately \ , .J Page Three CPA 98-02 , RU to C , I Gerald and Carol Windschitl 5.45 acres located in Section 23 of the Chesterton Commons Preliminary Plat, legally described on the attached resolution. 2. The Andover Planning and Zoning Commission may recommend to the City Council denial of an amendment to the Comprehensive Plan to change the land use district designation from RU, Rural Urban Single Family to C, Commercial on approximately 5.45 acres located in Section 23 of the Chesterton Commons Preliminary Plat, legally described on the attached resolution. The Planning and Zoning Commission fmds the proposal does not meet the requirements of Ordinance No.8, Section 5.03(B). 3. The Andover Planning and Zoning Commission may table the item pending further information from the applicant or Staff. Attachments . Resolution for Approval . Resolution for Denial , , .I . Location Map . Site Plan . Map of CHESTERTON COMMONS Preliminary Plat . Application . Notice of Public Hearing \ ; CITY OF ANDOVER , COUNTY OF ANOKA " ) STATE OF MINNESOTA RES. NO. R -98 A RESOLUTION AMENDING THE COMPREHENSIVE LAND USE PLAN OF THE CITY OF ANDOVER TO CHANGE THE LAND USE DISTRICT DESIGNATION FROM RU, RESIDENTIAL URBAN SINGLE F AMIL Y TO C, COMMERCIAL FOR GERALD AND CAROL WINDSCHITL ON PROPERTY OWNED BY ASHFORD DEVELOPMENT CORP., INe. (PIN 23-32-24-23-0003). WHEREAS, Gerald and Carol Windschitl has petitioned for an amendment to the Andover Comprehensive Land Use Plan on property owned by Ashford Development Corp., Inc. to change the land use district designation from RU, Residential Urban Single Family to C, Commercial on approximately 5.45 in the southwest corner of the CHESTERTON COMMONS Preliminary Plat in Section 23, legally described as follows: That part of the Southwest Quarter of the Northwest Quarter of Section 23, Township 32, Range 24, Anoka County, Minnesota described as follows: Beginning at the Southwest corner of the Southwest Quarter of the Northwest Quarter of said Section 23; thence North 00 degrees 02 minutes " 19 seconds East, assumed bearing, along the west line thereof a distance of , , J 720.12 feet to the intersection with the north line of the South 720.00 feet of said Southwest Quarter of the Northwest Quarter; thence South 88 degrees 53 minutes 56 seconds East, along said north line a distance 0003.14 feet; thence South 57 degrees 53 minutes 02 seconds East a distance of 31.76 feet to the east line of the west 330.00 feet of said Southwest Quarter ofthe Northwest Quarter; thence South 00 degrees 02 minutes 19 seconds West, along said east line a distance of703.76 feet to the south line of said Southwest Quarter of the Northwest Quarter; thence North 88 degrees 53 minutes 56 seconds West a distance of 330.06 feet to the point of beginning. WHEREAS, the Planning and Zoning Commission finds the request would not have a detrimental effect upon the health, safety, and general welfare of the City of Andover; and WHEREAS, the Planning and Zoning Commission recommends to the City Council approval of the amendment as requested. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and approves said amendment to the Comprehensive Land Use Plan with the following conditions: \ 1. Approval by Metropolitan Council. , / Page Two CPA 98-02, RU to SC Gerald and Carol Windschitl / 2. Approval of an amended preliminary plat for Chesterton Commons excluding the proposed parcel. 3. That the proposed development of the area does not disrupt and takes into account neighboring storm drainage. Adopted by the City Council of the City of Andover on this 7th day of Julv. 1998. CITY OF ANDOVER ATTEST: J.E. McKelvey, Mayor Victoria Volk, City Clerk "- \. ) ...../ '\. '.,) ..... ... = ::: ~ c ~ E >- - " =: == as oS '" c:c:t: "'0 E ... ;; c "'~c: <> ';;' " "~~~ = l/) LL 'u) ~ III <Xl 0 " - 2: Q) ~ C ..... .!!:? C"Cij Q) m '" " ,C ~ 0 <.) ClQ)Q) 'C -- c '" Q) ./ bOQ Q.,E ,!;; 0 a: III C') 'co :;J .;:: nl Q) N ~(I)E u.. .- Q b(I "'d nl ..... CIlE~ -C '- -- \.)~::: ~< u lJ) _c=,o. C :J <0 C::C3g ~ 0 .~~:CE ..... ~m g~ ~'i:: ~ = --l 0 c....C1):::) :J nl - Q) Q):J::;:::;: l'l 0 Q) ::: ~ ..... ..... Q) :g(tj(ij(O~ co CO LL a.; ~~~~ (1) (J .- Of) u - C - .c Q) l/) ~;;"~7ii ~:; ~ '- m i:l.., 0 ~ U ~ Q) '0' => O::~~~~:SoU)3 Q) 0 ..... .- Q., ~ ~ '- "'C ~~~~E!j~a3.g '- nl 0. 0 ..... 0 "'0 0- C :JQ,)Q,)CI)O"O:::JO-C) nl ~ ~ E ..... a:a:a:a:UEtl.O<t 0- m ~ = a ltl DO :2 z~g 0 0 ~ .- ....J OI~I.I[jj~D ....:l u ~ ~ : : :;:-'~ ::: <>:-: ("I) ..... ...... ...... .... ..... ...... ooooo(>OOOOOOOOOOOO( OOOOOOOOOOOOOOOOOO( QOOOOOOOOOOOQOOO<>O( o(>OOOOOOOOOOOOOOOO( OOQOOOOOOOOOOOOOOO( OOOOOOOOOOOOOOOOOO( oOO<>QOOOOOOOOOOOOO( ooooO<>QOOOOOoooooo< 000000000000 0 < 00000000000 ( 00000000000 00000000000 < 00000000000 0<>0000000000 0 0< ooooooooooo~ 000000000000 ( ^nn^^^^^^^^ ^^^^ . 9 303.14 S 88"53'66. E W ./ :0) ~CO - . C'l~ SKECTH OF DESCRIPTION p.,- at') FEB. 10. 98 , 0.,- z ~ N 4i '" :.: N I") i w ~ ....en N -- W 0 ~~ en " V> 1&1:- '- z ~~ .:: g 8 ... I! d :z: - <1\ 0 ~ .:: " ~ % ) ., .:: - - 0 " ~ - " ~ \ \ \ , , 330.06 \ " N 158.~3'~6 W , . \ ' ~~ i \ Southwe,t corner cf NW 1/4 - So,"th 11M 'Of tr.e Northwast Ouartll<' Sec. 23. \ Sec. 23. TiNf.' 32. Rge. 24 , \AnOko Coun y Monument N i \ Bot'lcr,mork , . \ I"- .... : on -c.:;~ ~ , I . , \ I ~euthwest corner . ,', = 2~ Twr. 32, R;e, 24 <i{/ Ancka aun 't Monurnen t \ , ) oiL L' . . vU 17"W 1 r - _ - - :::.J. C,.I '-"'.... - \ '" I \;--' - -' 889'57'41"( "ro I '" t> ~.---c--- "" ~ i \;;35" &<0\ io 130,00\30,00 " ~' \N~ 2 0:>,\"'", ,11)/0 " The north l1ine of en' 0 ~~ '" cia I -,- the 5outh!720,OO feet, \ ~ ";' .p. \ ~ ~:c I -'- I' tfl I 0 {> .... <0 <( 75: 75 \ \-__142~6_"~~__ C;;! \ I . 0 "~ . (') r-~ I IlI'l..- '1.0<- J . .- -I ., I '585'53'56"(. ")'0:,). \ '.n ~ 0 ~\1:;1.1 -- --: ) , ) I I ' 1(0' <:5,.,' ~U IlO \ \' -- , , I I' 2 0 ~ a" v \ ------ I ..... 0 . - ~ "" ,/....--......." .... _' ~ , I t'.;") 1 \ A_ h'oQ 1 ,9 ~ -1/, I I I <<''\ I 0>' f~l-"\ ,'2.:...--- Ii I' ,.Q' -'-- \ : S v I ;: i '2 'So- -- I ! 3: I;' co\ ;g \ ~ r I I; _ f'" 0 IN - -()) ~ I~! 14e.1 ~I; I~ 7 .~I I::, :-. 1<0, I ~I ! 1.0 'C1J I I : \ ::;> N cD IN I \ L4 ca+ 'A,A 1 i \'" <00, ,:-aa~&t;11 , _ > ~ 0 I I: 'V" , I 1 30 I....."?' "S' cO^) c 'i? I I .....-:, -7........1' '*.:.1> ,/;o; "'<;;J - \ L _ 0 \, "l I I I ">6'~"'~ \ \ l-t tf' _ _.-1 L~, o -r-I I -' 0 6'.. I ~ - U) I: -5'..> .6';00, \ \ I I' I 00, i" .9.?~J ' ~ ~ ..~ =-2" o~r\ '\ __:;5? I . _t' . I 25 I ::'o<&- \ I .~"'C!j">1~y0;"'- v' \ '.':F;1~;;-<.g- ----=- _^)<:) -.-'7t.. 0"'_ 0\ 1___-- ,--............t=.. - I I ~~I/O} \', Nl:$2..):>i.->-'/ -f. -':- "",,',:'01-- . I CJ ), , Ci:'{j " gC,Q1? -. , ~'" ?,"'-'~ \ ~- .... 0 .-'1 _;..-- , \, \..- - 1,..-' ~ . > I 'Q._67,~_-::-.- \..-'\ 0 'l.1~J;::;::;:;'Oo' ----::-' _ / ,_' I h \\'\ ~ '...~' ,'':> '-- lOR 0:> / ,-' , ~ """..........------ c...,..,. .,:> '-;;" . ....... \ --' / I -_/ I I ',\ ~ - '?~/<' .>~C:" : i' ~<9 , Cr05 28 5,-, ("\' /" I 0 . ,:>);,.;-_..,~. '" I I';:'''' '6', ' _!-J ./ <<:" I .. '._0"': i- I \ """ -(::?'" . \ __ 1 . -o-~ ......-~co- 1 6.,_ __-"" 1-- 12"; OQ , I c...:::---;.:: Sl 32 N "'..\.....0 3 _--- _--- _ _~:;-. i . -::;:;:,:"-9-1,, \ \n Vv~.... _ _--- S-0l'~-'?5 W I S--,. . o,c. \ " "-",, _ , _ _ _ o~ ~ I _ , . . c :0" - , \ c: ~ . - r I ~ I C?' - \ I" _ 7' I I I' A ! _ J..~9,2L - - \ L_ v - t') , I'" 'r "PS'54'?5"VI '- I ' .', I "u - ( ') ....;' - \' " / J. : c::- - I ~:: Z'~' 1:3 2 \ ::s I \' ,:;: ii:O -'- I I L J..47,7::.., - - \;\ r N55'54'25"V; I :1 I \ .1_ - 330,00- - - - 1~.1 I : I ~ Ice ~ aa....."" \ I ..11\ ] :5 30 I ")'~'V~~':>'O I I g (; - i \r'<'I1~ _ .!16,2I-._ \ I 0 ~ \ I \0 1 ~~ -;;.~~::6'-" n S3RD u< 1m U; =' &a:'Q ~ J~ 103.87 \ n '" 0 ,)':;00 ' .;-o~~;;;,.-: l.;) :t L- v' I I';.,J.... ....."T _..J ,~ '. I I~) " C;; ~ ''7'' ig N W :.'.> \ L ~ 0 ,1.. ... ...-:- -- r- ::i 1 ............ l I _=0 <:k":?~/-_.._----,.'\ o 5 ~ VI'!'SiJ.9 h' I 80.00 ! \ gtfl ~ <:<:.,/I I It, := ., ,. l" I i I ~:5:5.... I Iw ! C. \ 2 - z .-' . I'.,.." . 3 I i r 75 W 0 ~ I) "" "., . I ' ~ / ~I I'.,.., I!, '..... A.- "" 0 ~ r I --- ::, 15 II ~ st Qucrter of I IZ 1\ ~ '. 23. Twp. 32. I I II ' ,1ument.--__ '7 '9 I L 50,00 , ':- " _ ,..... ......J _ _ _ -oJ I / -'1 --- --- \ -- 1"\ \ _\ _ _ 4-87.45 - - "' - -- \ \ \ C-OQ'S3'k.ho"E, t:! I \ \ ,2>uU ' J <, .. , l V ~, " l""_..1.1... 1:__ -.1. C'.......+h~"..c:t ClHnr,p.r of ) ~,J CITY of ANDOVER 1685 CROSSTOWN BOULEVARD NoW, . ANDOVER. MINNESOTA 55304 . (612) 755-5100 CO:\-IPREHENSIVE PLAN AMENDMENT REOUEST FOR.;.\1 Property Address / S-'( "K'i /iA......J<J (1/vd Legal Description of Property: St..... .4 'T1/h ~ J... ~;) A I (Fill in \vhichever is appropriate): Lot Block Addition PIN (If metes and bounds. attach the complete legal description). ------------------------------ ------- --- Reason for Request ." ,4-J -rL- L-~.--~ u ~'- {Jf/V t-............... _~ I,{ "l""?) f C -r;., .d I I f~) h..~ "T\ ~ : 1.--,- -z. .v ' ""'-.) f1......- fL '-I TIJ S L ',- \ , / Current Land Use District R~ Requested Land Use District C. -------------- {; -w. .,~}" '-0. _ ;::L-- (. /.)!'-{] ).... it. 'vV ;;;'d's <' (",.. J-l G ~ -., \ ~ Name of Applicant Address J r;., C/o /r-:; ......d ~< ,(J ;4~~ hA.J Home Phone '-I J- 7,. '1.ll 7 Business Phone Fax Number Signature~fAlf{~~ Date SI/9/78 _ ~ ~ _<<.:_ 'V.u:~ 'd ' -~ t/ ~ A tiF"dJ<>.t. .-;-1 Ft:~ 0............-) ?--A \ Q. ~ '-0 r . . ~, 'J (;/1.,/+8 fh, 'J~~ Property O\\ner (Fee Owner) '0~ }J~ .w. ~e. tt'..<< M a.v. /.. (If different from above) O'<ioJ~ - Qr LC.;_ d.. Address Art,. ?'"... J -P~{c/---_) c &,_.'~_.,..-z...J .:;:---':" Home Phone L(;) 7 -7;L 17 Business Phone '-I :2 7 - 0'1 3 J - '1 J4.J:4 n--c! O~__'./~ c.-.1"',..Il..J ~~ .J Signature i~jJ .2, l) ~ _~ Date tJ//f't /98 . - -------- -- --~ ~ .,', ", . ~ - . .:~.. ,.". . v' ,'."" .. CITY of ANDOVER \ 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER. MINNESOTA 55304 . (612) 755-5100 ) CITY OF ANDOVER COUNTY OF ANOKA STATE OF :MINNESOTA NOTICE OF PUBLIC HEARING The Planning and Zoning Commission of the City of Andover will hold a public hearing at 7:30 p,m" or as soon thereafter as can be heard, on Tuesday, June 23, 1998 at Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota to review the Cpmprehensive Plan amendment and Rezoning request of Gerald Wmdschitl to change the land use district designation from RU, Residential Urban Single Family to C, Commercial and rezone from R-4, Single Family Urban to SC, Shopping Center at 154xx Hanson Boulevard NW, generally located north and west of CHESTERTON COMMONS and opposite Oak View Middle School (pIN 23-32-24-23-0003) legally described as follows: That part of the Southwest Quarter of the Northwest Quarter of Section 23, Township 32, Range 24, Anoka County, Minnesota described as follows: Beginning at the Southwest corner of the Southwest Quarter of the Northwest Quarter of said Section 23; thence North 00 degrees 02 minutes 19 seconds East, assumed bearing, along the west line thereof a " / distance of 720. 12 feet to the intersection with the north line of the South 720.00 feet of said Southwest Quarter of the Northwest Quarter; thence South 88 degrees 53 minutes 56 seconds East, along said north line a distance of303.14 feet; thence South 57 degrees 53 minutes 02 seconds East a distance of31.76 feet to the east line of the west 330.00 feet of said Southwest Quarter of the Northwest Quarter; thence South 00 degrees 02 minutes 19 seconds West, along said east line a distance of703.76 feet to' the south line of said Southwest Quarter of the Northwest Quarter; thence North 88 degrees 53 minutes 56 seconds West a distance of330,06 feet to the point of beginning, All written and verbal comments will be received at that time, A copy of the application will be available for review prior to the meeting at City Hall. k (/4 Victoria V oIk, City Clerk Publication dates: June 12, 1998 June 19, 1998 .,,) ; , PIN 233224220001 PIN 233224210001 PIN 22322411000 I CAMBRIDGE CAPITAL INC ASHFORD DEVELOP CORP INC CENTER OAKS PARTNERS 941 HILLWIND RDNE STE 301 3640152NDLNNW 13736 JOHNSON STNE MINNEAPOLIS MN 55432 ANDOVER MN 55304 HAM LAKE MN 55304 '\ , ) -'I'IN 233224320002 PIN 223224410001 PIN 223224140006 HAMILTON LORA G ANDOVER CITY OF ANOKA HENN IND SCHOOL D1ST II 6615 HWY 10NW " 1685 CROSSTOWN BLVD NW 11299 HANSON BLVD NW ANDOVERMN 55304 ANDOVER MN 55304 COON RAPIDS MN 55433 PIN 233224240002 RESIDENT RESIDENT KOPIS CHESTER A & DOROTHY 1296 CROSSTOWN BLVD 15245 BLUEBIRD STNW 15219 BLUEBIRD STNW ANDOVER MN 55304 ANDOVER, MN 55304 ANDOVER, MN 55304 RESIDENT RESIDENT RESIDENT 1335 153RD LANE NW 1425 153RD LANE NW 1504 153RD LANE NW ANDOVER. MN 55304 ANDOVER, MN 55304 ANDOVER, MN 55304 RESIDENT RESIDENT RESIDENT 1470 153RD LANE NW 1434 153RD LANE NW 1404 153RD LANE NW ANDOVER, MN 55304 ANDOVER, MN 55304 ANDOVER, MN 55304 , \.. / 3SIDENT RESIDENT 1380 153RD LANE NW 1370 153RD LANE NW ANDOVER, MN 55304 ANDOVER, MN 55304 ': "- j CITY OF ANDOVER \ REQUEST FOR COUNCIL ACTION \,) DATE: lanuarv 19. 1999 AGENDA SECTION ORIGINATING DEPARTMENT Discussion Item, Cont. Planning ITEM NO. John Hinzman,1w'" REZ 98-03 City Planner R-4 to SC, Section 23 ,. Gerald & Carol Winds chid Reauest The City Council is asked to review the rezoning request of Gerald and Carol Windschitl to rezone approximately 5.45 acres owned by Ashford Development Corp. from R-4, Single Family Urban to SC, Shopping Center. The proposed parcel is approximately 5.45 acres and is presented as a part of CHESTERTON COMMONS 4TH ADDITION in , Section 23 (PIN 23-32-24-23-0003), legally described on the attached resolution. The . / proposal is submitted in conjunction with a Comprehensive Plan Amendment from Residential Urban to Commercial. Plannin!! and Zonin!! Commission Review The Planning and Zoning Commission voted 4-0 (2 absent) to deny the request at the June 23,1998 meeting. Commissioners objected to the timing of the development in relation to the residential plat, and proposed uses of a commercial district in relation to Oak View Middle School. City Council Review This item was tabled at the request of the applicant at the September 15,1998 meeting. The council has been seeking easements from the applicant to ensure proper stormwater drainage for the Chesterton Commons and Hamilton Square area. At the September 15th meeting the following drainage issue agreement was reached between the City, applicant and Ed and Lora Hamilton, developers of Hamilton Square: . The Chesterton Commons preliminary plat would be revised to accommodate the proposed commercial designation of this application. \ '- ) Page Two \ REZ 98-03 ; Gerald & Carol Windschitl / January 19, 1999 . The preliminary plat would be reviewed by the Andover Review Committee, Coon Creek Watershed District, and the Hamiltons to ensure resolution of all drainage and economic issues. . A public hearing for the revised preliminary plat would be scheduled before the Planning and Zoning Commission. . Following Planning and Zoning review, the item would be placed on the City Council agenda concurrently with the Comprehensive Plan Amendment and Rezoning for commercial designation for the proposed 5.45 acre site. . The applicant would no longer pursue a metes and bounds lot split for the subject property. . All drainage issues would be resolved prior to council hearing. A revised preliminary plat has been reviewed by the Planning and Zoning Commission, \ and is submitted in conjuction with this item. The Coon Creek Watershed District has , / voted to approve the revised preliminary plat. The applicant has been working with the City Attorney to resolve outstanding issues, further information will be presented at the meeting. The item has been previously tabled at the request of the applicant at the July 7 and 21, August 4 and 18, 1998, September 1 and 15, 1998, and December 15, 1998 meetings. Attachments . Resolution for denial . City Council Minutes ~ September 15, 1998 . Planning and Zoning Commission Minutes - June 23, 1998 . Planning and Zoning Commission Staff Report ~ June 23, 1998 \ , / , CITY OF ANDOVER '\ COUNTY OF ANOKA \. ) STATE OF MINNESOTA RES. NO. R -98 A RESOLUTION DENYING AN AMENDMENT TO ORDINANCE 8, SECTION 6.03 TO REZONE PROPERTY FROM R-4, SINGLE F AMIL Y URBAN TO SC, SHOPPING CENTER FOR GERALD AND CAROL WINDSCHITL ON PROPERTY OWNED BY ASHFORD DEVELOPMENT CORP., INC. (PIN 23-32-24-23-0003). WHEREAS, Gerald and Carol Windschitl have petitioned for an amendment Ordinance 8, Section 6.03 to rezone approximately 5.45 acres from R-4, Single Family Urban to SC, Shopping Center in the southwest comer of the CHESTERTON COMMONS Preliminary Plat on property owned by Ashford Development Corp., Inc. in Section 23, legally described as follows: That part of the Southwest Quarter of the Northwest Quarter of Section 23, Township 32, Range 24, Anoka County, Minnesota described as follows: Beginning at the Southwest comer of the Southwest Quarter of the Northwest Quarter of said Section 23; thence North 00 degrees 02 minutes 19 seconds East, assumed bearing, along the west line thereof a distance of 720.12 feet to the intersection with the north line of the South 720.00 feet of \. said Southwest Quarter of the Northwest Quarter; thence South 88 degrees / 53 minutes 56 seconds East, along said north line a distance of303.14 feet; thence South 57 degrees 53 minutes 02 seconds East a distance of 31.76 feet to the east line of the west 330.00 feet of said Southwest Quarter of the Northwest Quarter; thence South 00 degrees 02 minutes 19 seconds West, along said east line a distance of703.76 feet to the south line of said Southwest Quarter of the Northwest Quarter; thence North 88 degrees 53 minutes 56 seconds West a distance of 330.06 feet to the point of beginning. WHEREAS, the Planning and Zoning Commission finds the request would have a detrimental effect upon the health, safety, and general welfare of the City of Andover; and WHEREAS, the Planning and Zoning Commission recommends to the City Council denial of the amendment as requested. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and denies said amendment to Ordinance 8, Section 6.03 for the following reasons 1. Inconsistency with the Comprehensive Plan. \ \ \, ...J Adopted by the City Council of the City of Andover on this 19th day of Januarv. 1999. Page Two , REZ 98-03 " .J Gerald and Carol Windschitl CITY OF ANDOVER ATTEST: J.E. McKelvey, Mayor Victoria V olk, City Clerk '\ , , ) \, j > ; Regular Andover Ciry CO!lncil .\.leering Jfi.olll!es - September j 5. /998 Page 6 (Approve Park Bond Referend~ember General Election/IP98-18, Continued) It.-lotion by Kunza. Seconded by Ornel, tliat~ond referendum for $3,749,500 be put on the November election. (Resolution RI87-98) Motio ~ed on a 3-Yes, 2-No (Dehn, Knight) vote. Council member Knight stated his vote is based on the fact that there needs to be more work done "- on it. Councilmember Dehn stated she is very uncomfortab .th the lack of research and the short time frame. She'd like the more research and community meetin Commissioner O'Toole thanked the Council, stating they are constantly researching what the people t and need and are trying to respond to that. It's been an on-going process. - - *AMEND ANDOVER COMPREHENSIVE PLAN - REZONING/SECTION 23/ASHFORD DEVELOPJJENT CORPORA TION, INC., CONTINUED I Mr. Erickson stated he met with the developer and his surveyor regarding the issues of ponds and easements for storm water drainage. He felt it is more of a procedural question, so Staff is proposing , a process to get the whole storm drainage system working out there. . / Mr, Carlberg explained the process would be that the developer submit a revised preliminary plat of Chesterton Commons showing how it would be revised to accommodate the five-acre piece of property. That revised plan would be reviewed by the Andover Review Committee, the watershed and Hamilton's engineers to make sure that all the drainage and economic issues are resolved. Then a public hearing will be scheduled before the Planning and Zoning Commission, with the revised plat then forwarded to L~e City Council. On the Council agenda will be the revised preliminary plat, the comprehensive plan amendment and the rezoning. The metes and bounds split would go away and the drainage issues would be worked out prior to coming to the Council. If this process is acceptable to the City COlmcil, Staff will start the review as soon as the revised preliminary plat is received. The Council asked the time frame and whether it can be done by the deadline at the end of the year. Mr. Carlberg stated it will take some time, and it will be tight to get it done by the end of December. It will depend on the submittals. Jerrv Windschitl. Ashford Development - noted when they tried to plat Chesterton Commons with two different classifications, they had to correct that before the plat could proceed. He wanted the Council to understand this procedure. Secondly, there was an interpretation many years ago that an amended preliminary plat didn't need a public hearing as long as the number of lots wasn't , increased. He didn't recall the plat this was done to, but he will research it. Not holding another "- ) public hearing would reduce the time frame. Also, the rezoning has already been through a public hearing. Attorney Hawkins didn't recall the interpretation but said he would look into it \\ith Mr. Carlberg and give an opinion. , , ) Regular Andover City Council ,Heeting Minutes - September 15. 1998 Page i (Amend Comprehensive Plan/Rezoning/Section 23/Ashford Development. Continued) Mr. Carlberg stated in his opinion the preliminary plat and the impact of the revision warrants a hearing, plus the lots are being reconfigured. He 'Will research that further. While this procedure is not the City's regular practice. the reason this is being proposed is because of the on-going unresolved drainage issues in the area. Mr. Windschitl- agreed 'With the suggested procedure. The revised plat would show two commercial lots, one on either side of the street, and would show all drainage and ponding. If the rezoning is denied, however, he wanted assurance that the old plat will stand. The Council agreed to the proposed procedure and v.ith the request that the old plat stands if the rezoning is denied. Mr, Windschitl - then requested the items be tabled until this process is finished; or in the event it can't be finished, they would bring it back at a specific date. Motion by Kunza. Seconded by Dehn, to continue Items 1 and 2 to let Staff work on them. Motion , , carried unanimously. , / -' AMEND ORDINANCE NO. 233IDANGEROUS DOG ~' // /' Motion by Orttel, Seconded by Knight, the ordinance amendment' as written. Motion carried unanimously. PARTICIPA TION/METROPOLITAN LIVABLE COMMUNITIES PROGRAM , Mr. Carlberg explained in November of each year, the City has to choose whether or not to participate in the program. His Staff report highlights the benefits of participating in the program. It would cost $11,210.83 in 1998 to participate in 1999. After a brief discussion, the consensus of the Council was to take the same position as in the past and not participate. ,Uotion by Dehn. Seconded by Orttel, that we not participate in the program. DISCUSSION: Mr. Carlberg stated he would submit a letter to the Metropolitan Council indicating that decision. Motion carried unanimously. ~J CONSIDER COUNCIL PAY ADJUSTMENT Mr. Fursman explained in preparing for the 1999 budget and in talking with administrators and managers of other cities similar in size to Andover, Andover has the lowest rate of compensation for the Mayor and Council. There are strict rules regarding when and how Councils can address an increase for their salaries. He is recommending an adjustment to the Mayor's Salary to $7,800 per I , , / jlanning and Zoning Commission Meeting lune 23, 1998 - Minutes jage 4 ;he also felt that with the issue tween Chesterton Commons and Hamilton Square not being esolved, it would not be a good id ~ommissioner Apel suggested that this co He did, however, feel it is a jood spot for commercial. ~ommissioner Gamache stated he would be agains ,10TION by Peek, seconded by Gamache to forward to th City Council a resolution denying an ;mendment to the Comprehensive Land Use Plan to change e land use district designation 'om Residential Urban Single Family to Commercial for Gerald d Carol Windschitl on property wned by Ashford Development as prepared by City Staff noting th it was the opinion of the 'Ianning and Zoning Commission that this proposal was not consisten ith the current ~omprehensive Plan and that the Commission funds it will have a detrime al affect on the ,ealth. safety and general welfare of the city. , ,lotlo~ carried ~>n a 4-yes (Wells. Apel, Gamache, Peek), 2-absent (Squires, Luedtk: Jill go before the City Council on July 7,1998. ~blic Hearing/Rezone from R-4 to C, Section 23/Gerald Windschitl lr. Hinzman explained that because this item is contingent upon the previous item being pproved. it would not be appropriate to fully discuss it; however, since a public hearing was dvertised it should be acted upon. cting Chairman Peek opened the public hearing. lOTION by Gamache, seconded by Wells to close the public hearing. Motion carried. lOTION by Wells, seconded by Gamache to forward to the City Council denial of the rezoning ,quest of Gerald Windschitl. Motion carried on a 4-yes (Apel, Gamache, Peek, Wells), 2-absent ')quires, Luedtke) vote. This will go to the City Council on July 7, 1998. mended Special Use Permit/Bulk Storage of Liquid Fue/s/3118-162n '/, , 1 ',_J 'r. Hinzman reviewed the request of Ace Sol' ste to replace a 3000 gallon underground orage tank with a 10,000 gallon un round storage tank on their property at 3118 - 162nd me NW. The property is z ndustrial and the surrounding land uses are also Industrial. 1e original tank was ins ailed in the 1970's and federal regulations now require that all tanks :::anninn ~nrl 70nina Commi!';!';ion Mpptinn I " CITY OF ANDOVER '/ REQUEST FOR PLANNING COMMISSION ACTION DATE: June 23. 1998 ITEM NO. 5 ORIGINATING DEPARTMENT Public Hearine:: REZ 98-03 Planning Rezone from R-4 to SC Section 23 John Hinzman Gerald Windschitl City Planner Request The Planning and Zoning Commission is asked to review the rezoning request of Gerald Windschitl to rezone approximately 5.45 acres owned by Ashford Development Corp. from R-4, Single Family Urban to SC, Shopping Center. The proposed area is located in the southwest comer of the CHESTERTON COMMONS Preliminary Plat in Section 23 (PIN 23-32-24-23-0003), legally described on the attached amendment to Ordinance 8, , , Section 6.03. '. , , The rezoning is submitted in conjunction with a Comprehensive Plan Amendment from RU, Residential Urban Single Family to C, Commercial. ApDlicable Ordinances Ordinance 8, Section 5.02, establishes the procedure for changing zoning district boundaries (rezoning). Ordinance No.8, Section 5.03(B) establishes the criteria for granting a special use permit. These same criteria have been utilized by the City in considering rezoning applications in the past. The criteria include the following: Effect of the proposed use upon the health, safety, morals and general welfare of the occupants of surrounding land. Existing and anticipated traffic conditions including parking facilities on adjacent streets and land. Effect on values of property and scenic views in the surrounding area. \. Effect of the proposed use on the Comprehensive Plan. \) I Page Two '. Rezoning - R-4 to SC / Section 23 June 23, 1998 Ordinance 8, Section 6.02 establishes the minimum length, width and size for property in the SC, Shopping Center Zoning District. They are as follows: Lot Width at Front Setback - 200 feet Lot Depth - 150 feet Minimum District Area - 5 acres Ordinance No.8, Section 6.01, designates the Shopping Center District as serving modem retail shopping facilities of integrated design in appropriate locations. The general location of potential shopping center sites will be indicated on the Comprehensive Plan. Adiacent Zonin!! and Land Use Adjacent zoning and land use within 350 feet includes the following: North R-4, CHESTERTON COMMONS Preliminary Plat East R-4, CHESTERTON COMMONS Preliminary Plat South SC, HAMILTON SQUARE (Post Office, Medical Clinic) / West R-l, Oak View Middle School General Review . The proposed site was originally designated for single family detached housing as part of the Chesterton Commons Preliminary Plat. Eleven lots would be eliminated and Eagle Street NW would need to be relocated (see attachment). The original plat would need to be amended to reflect these changes. . The applicant has not indicated proposed use for the development. Potential SC uses are attached. . Property owners in Chesterton Commons purchased property under the assumption of a single family detached development. The nearest existing residential lots are approximately 160' from the development. . Adequate separation via landscaping and\or berming should be implemented to negate the impact of the commercial site upon existing and planned residential areas if the amendment is approved. ~-) . The proposed site is adjacent to the Hamilton Square commercial development consisting of a Post Office and Medical Clinic I Page Three Rezoning - R-4 to SC I Section 23 / June 23, 1998 Commission ODtions 1. The Andover Planning and Zoning Commission may recommend to the City Council approval of the rezoning request of Gerald Windschitl on property owned by Ashford Development Co" Inc. to rezone approximately 5.45 acres from R-4, Single Family Urban to SC Shopping Center in the southwest comer of CHESTERTON COMMONS Preliminary Plat located in Section 23, legally described on the attached amendment to Ordinance No.8, Section 6.03. 2. The Andover Planning and Zoning Commission may recommend to the City Council denial of the rezoning request Gerald Windschitl on property owned by Ashford Development Co., Inc. to rezone approximately 5.45 acres from R-4, Single Family Urban to SC Shopping Center in the southwest comer of CHESTERTON COMMONS Preliminary Plat located in Section 23, legally described on the attached amendment to Ordinance 8, Section 6.03. The Planning and Zoning Commission finds the proposal does not meet the requirements of Ordinance No.8, Section 5.03(B). 3. The Andover Planning and Zoning Commission may table the item pending further information from the applicant or Staff. ./ Attachments . Ordinance Amendment . Location Map . Site Plan . Map of CHESTERTON COMMONS Preliminary Plat . Listing approved uses for the SC, Shopping Center District . Application . Notice of Public Hearing " J I , CITY OF ANDOVER ) COUNTY OF ANOKA '~/ STATE OF MINNESOTA ORDINANCE NO.8 AN ORDINANCE AMENDING ORDINANCE NO.8, SECTION 6.03, ZONING DISTRICT MAP OF THE CITY OF ANDOVER. THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY ORDAINS: Ordinance 8, Section 6.03, The Zoning District Map of the City of Andover is hereby amended as follows, subject to conformance with the Comprehensive Plan: Rezone approximately 5.45 acres from R-4, Single Family Urban to SC, Shopping Center in Section 23 (PIN 23-32-24-23-0003) legally described as follows: That part of the Southwest Quarter of the Northwest Quarter of Section 23, Township 32, Range 24, Anoka County, Minnesota described as follows: Beginning at the Southwest comer of the Southwest Quarter of the Northwest Quarter of said Section 23; thence North 00 degrees 02 minutes 19 seconds East, assumed bearing, along the west line thereof a distance of 720.12 feet to the intersection with the north line of the South 720.00 feet of .. said Southwest Quarter of the Northwest Quarter; thence South 88 degrees 53 minutes 56 seconds East, along said north line a distance of 303.14 feet; thence South 57 degrees 53 minutes 02 seconds East a distance of 31.76 feet to the east line of the west 330.00 feet of said Southwest Quarter of the Northwest Quarter; thence South 00 degrees 02 minutes 19 seconds West, along said east line a distance of703.76 feet to the south line of said Southwest Quarter of the Northwest Quarter; thence North 88 degrees 53 minutes 56 seconds West a distance of330.06 feet to the point ofbeginni,ng. NOTE: All other sections of the Zoning Ordinance Shall remain as written and adopted by the City Council of the City of Andover. Adopted by the City Council of the City of Andover on this 21st day of Julv, 1998. CITY OF ANDOVER ATTEST: lE. McKelvey, Mayor '\ ) Victoria V olk, City Clerk I G) \J;j -po ,----,". t..... ~ m '" ;0 -< \ ' . . . . \ \::0 / I ..:.... \ J :to. ...... , ..' .... .... .... ....... .... ....... .. .' .... ~~z mlllflnJ!ElllilffiDOO N D ~~~ i LJD 0 r >>>. ::J = N l") s: Gl-;,"GlenzG;;:;:;lJ;lJ;lJ;lJ;lJ m ~ -u ::O_CDOlJJ N~1.WN~~ ::J -U ~ ~ '0 tIl ,:J I I I I I I I I I)> I (C ..., ~ \C:t. :;:J::3::30 0 tIl ..., Glg-GlenzC;:;:enenen' en .Q. r l") ~Cl o a. a. c '"tl ;111"00.... -- 0 (1) "'(1)::T(1) 3 -'-'-';:_. 0 CD III < < n m CD ~ :J c;- :J 0 to' ;::0: ~ Sea c5 ~ Q) cE =" . = ""- (..) Cl~~: lii ..., CD 0 CD ....Q l:l g g 9:Q"' (0 w"(1)'U;:rCD ~'~---:J- -- ::l .. " OJ ..... _@'Y.aQ."'2..:;!.CD CD CD c CD en r (JQ -~~ " en ~ CD 2!. _:Joccd)(D'TI'TI"TI-" -~ ::l:A, 'TI .:< 3 0 ::0 aJ(Q 3- c: ~ ~ Q) Q) Q) ~ Q) cO' 0 ~'~Q (1) en 5' tIl C ~ 5iQ85' ~~~c:~ 0 CD ~~ -- !!!. c "' m c ~ ::J tIl :::s < CD :;'::1 Q.(D ~~'"f'<"'f Cil"'f ."0 <> 0 N ..., C- O> (1)a;Cllen:;':;'Cu,mQ.;lJ Q) = tlo~ -< <> CD tIl 0 0.. ~ \ '0 W g. ~",,~(J)(Q(Qa-5-!e.:J:~ !:!: 5' !!l en ..., ~ ~:--::: <::> "' :3 <a (ii' :J _olmcQ)oQ) 0 - l:l~"" -' <> co en ffi o:Ja-i'~- ::J Cl ~ (II =e Q) ::r ::;::>::l en O:J (Q en rJJ. :! (1) ::> (i '" '" ::l "" '< ... I 9 303,14 S 8a'53'So" E ~, ) - W :0') ~CO - . ~~ SKECTH OF DESCRIPTION 01") FEB. 10, 98 '0,..... Z ~ ('oj .; ~ :oJ l') i l.J ~ N en ~ ;;~- w U '" en ~ ,.... CD:- ~ z ~ ~ -:: .... 8 !( d z " .. so , ~ I ~ Z " ~ - - o " ~ - " ~ \ \ , \ , 330.06 , " N !la.~3'~6 W " : \ 'Seuthwe,t corner cf N'N 1/4 '- South lin~ ef In. Northw""t Quade<' Sec. 23, I 'Sec. 23. T'N~. 32. Rge. 2L , \Anoko Couflty Monument N i' 8.flcrmork I . I .... . .., . It! ~~j~ ~, , I . , \ / Southwest corner . I ' See. 2~ Twp. 32. Rge. 24 ~ ~... Anoko ,"ounty Monument ,~~ (!) .iL.. I ',>- '9"J~<)v- ".ll':;-.... I......} ",:z- "0 'i~ ''6'0.... "- 0 '- - 7 ' 0 \ 1 .cr 5 "- " L_ \ 0 \ "- \ \ w ,,~"- \ g;,. 589'57'41 t. I "- \, ) ..,. ~~___ OJ -' \ N \"" Nil, \ ' '3" 00\-0 c,n c;n -- "N co. OJ cD QJ I ,-,. ,J. '-J I' -- __ -----. , -. N'-;f (J).~"..0 y)/ ~ ---- --=-- \ The north 'line of 1m. 0 2 "'-'if. J' algi 1-- -- -- --1\ ~~ "s :: the South. 720.00 feet" \ ;:;:- '"'0 \ c'"" :;! 0 I __ -- --.\~&.6S'\9 ~ 75, I \ L~L142~6_/'~~_I>(;j,'''' I - \' 6 '~l ~, -- I . .J . 10 .s, ' (/) I '588'53'S6"E 1\ 30 I~o 1St,1' 6,.& __ --~-', ~) 2 liXl \ ~ ~ ~-- , '- I '---~ ;- (, .... ~ ,.. /00 - 9 ~ -} - I I I &'20, '3:.1~-- II I : I ~...... I! t' 3: I ~ 4 r I I::::.;; :: f'. I I e I~ 7 ~I I~?: en C'-l : 1 1t'!.N 1-;:: :- . . I \ ~ . <>:)1 :;>: -> N to ! ~ I'" 0, C)C)'~CD p I ~ :: > 0 0 ' I ~ ,"",.....C) "? g II ~"., . . 30 "?' ~ . J 0 ":>' ,:;.. -7 0 C'-l .f'''1I'1 ~ 1> , I l":J,.,j' o,~ ,,-.!!J I L"'"",'- . L - :> ~ '6' \ " ...// -1 1- o ..-,' 6'.-20 '6' "1- \Z... - - - (f) ! 'IS' /Q>.'Q v , :> . /,9 0"" c ' I I ;.. . ...., : , ,C),I? I . ~'os" __~ lr'21~"- I I -- - 150,5~ Sn :) . C) lr'11'481 w, , - ~ ~ ~> / I ---'08,OS ~ - ~ /~, \ ~-2c:? 6=08'28'SC" r"" CL " ,h"~,Q>-2 .",~_ // I ""~'O '.... --- ~ -1- 30 '30 IN "',:';.00 3 ~ -- ---- I-- ' I'" v, <.: ------- I t:J \ I~ -26'. ~ - 7 i n::: L _ _ J.. 4~2L _ _ - 'L_ I-- 1 'J() I' (f) I;; I' N88'S4'2S"W,_ ( /) , W - I 1 C- J _ co ...- -7 0"", ,0 2 ~- ~. 0 ( I 0 I 'co,' ro < 0 PI 1 - -~ 0 -~ I ~ ~I L__...l.4Ui..__- I ' w ' r N88'S4'2S"W I -IL-330,OO---- ~\ \2 .1 g I I -' I w I lro b C)\:>......... ~ I 1 ~ ~ I 30 ~ 30 I "",''?''vC);':<J~ - -~ jQ~ , I, 0_ I -=- --- I_~'..u 126,27 _ 00 10-- ~LV______ I ci ~ I \ I"') v .> I .. I '1 "'--;:: I <-"i'~">6' 1,153RD U".,',',:> o ""'~ '-::s;' ~ 0 -. . -;;;" I <YQ>.q:--..... I...., 103,87 _ ___'/ ~ 0 ~ S6'90 ~ N88'S4'2S"W ,':'/ \ , -' '" I ~ 10 '>, . Q) ... t: "~" I", N W ':'" ^ .c ~ 0 ........ I .. .)~, \ -.c" wi A'..,....... i' I __0 . 1 ""'8<:4,- r----,' o " _ ~ 8-S' .9 80.00 ~ c5\ ~ ON I ~ 6 44~ I I II \ ~ ,- ., ~ 0 $> II- , =:5:5 g I ". I Iw ,f'"'\ Ii ... 5 Z I I'" II '-L' f- 7e:: ~oz 2 ~ ~ 3 r--.....- I oJ ,":, lin I. L , "--- ~I I~ It c-~ S , '\ ! -.:::; - t rter of I IZ I or- C L/Twp. 32, I _ I I I) :; ,nument.--__ L 7739 I L 80,00 ,---- ,-- 305,06 _ -'- - --' - - - --' / I --_ _ - l' \ - - 487.45 - - - - \-So i I S~8.53.56.'E [; { ~ I cc , CITY OF ANDOVER , J SC, SHOPPING CENTER Per Ordinance 8, Section 7 For further information, please contact the City of Andover Planning Department, 755-5100 PERMITTED USES . Day Care Centers . Financial Institutions . Medical & Dental Clinics . Mortuaries & Funeral Homes . Professional Offices . Professional Studios . Restaurants . Retail Trade and Services (listed below) . Retail Trade and Services: Stores and shops selling personal services or goods over the counter. These include: Antiques Art & School Supplies Auto Accessories Bakeries Barber Shops Beauty Parlors Bicycles Books & Stationary Candy Camera & Photo Supplies Carpets & Rugs Catering Establishments / China & Glassware Christmas Trees Clothes Pressing Clothing & Costume Rental Custom Dressmaking Department Stores Drugs Dry Foods Electrical Sales & Repair Florist Food Furniture Furrier Shops Garden Supplies (year round) Gifts Hardware Hats Hobby Shops Household Appliances Hotels Interior Decorating Jewelry Sales & Repair Laboratories Medical Research & Testing Laundry & Dry Cleaning Pickup Laundromat Leather Goods Luggage Locksmith Shop Musical Instruments Office Supply & Equipment Optometrists Paint & Wallpaper Sales Phonograph Records Photography Studios Service Station Restaurant Shoes Sporting Goods Tailoring Theatre (except drive-in) Therapeutic Massage , Tobacco Toys " / I \ Variety Stores Wearing Apparel \'- ) PERMITTED ACCESSORY USES . Any incidental repair, processing, and storage necessary to conduct a permitted principal use not exceeding 30% of the floor space of the principle building SPECIAL USES By Special Use Permit . Antennas (exceeding 35') . Area Identification Signs* . Blacktop or crushing plant for Hwy . Commercial Animal Training . Car Wash** . Drive-In Business /Drive-Thru Window . Liquor, Dancing, Tavern, Live Entertain . Outdoor Display, Sales, Storage*** . Marquee (with or without signs) . PUD (per sect 4.18, Ord. 112) . Public Utility Structures (ex on ROW) . Real Estate Signs**** . Service Station** . Vet Clinic or Hospital (no outside pens) . Signs on benches, shelters, etc. . Search lights, banners, etc. . Special Event Signage, etc. . Excavation (ex when bldg permit issued) , , * Five acres or more , / ** After 25,000 s,f. of retail floor space is constructed - ** * During operating hours only **** Over 32 s.f. per lot frontage & exceeding other sign area limits in business & industrial areas USES EXCLUDED . Auto Reduction Yards . Auto Recycling Yards . Exterior Storage of Waste Tires . Junk Yards . Landfills :J I t-/ '- ) CITY of ANDOVER 1685 CROSSTOWN BOULEVARD N.W, . ANDOVER. MINNESOTA 55304 . (612) 755-5100 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA NOTICE OF PUBLIC HEARING The Planning and Zoning Commission of the City of Andover will hold a public hearing at 7:30 p,m., or as soon thereafter as can be heard, on Tuesday, June 23, 1998 at Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota to reviewthe ' Cpmprehensive Plan amendment and Rezoning request of Gerald Wmdschitl to change the, . - . -' land use district designation from RU, Residential Urban Single Family to C, Commex:cial and rezone from R-4, Single Family Urban to SC, Shopping Center at 154xx Hanson,,'. " Boulevard NW, generally located north and west of CHESTERTON COMMONS and opposite Oak View Middle School (pIN 23-32-24-23-0003) legally described as follows: That part of the Southwest Quarter of the Northwest Quarter of Section 23, Township 32, Range 24, Anoka County, Minnesota described as follows: Beginning at the Southwest comer of the Southwest Quarter of , the Northwest Quarter of said Section 23; thence North 00 degrees 02 / minutes 19 seconds East, assumed bearing, along the west line thereof a distance of 720. 12 feet to the intersection with the north line of the South 720,00 feet of said Southwest Quarter of the Northwest Quarter; thence South 88 degrees 53 minutes 56 seconds East, along said north line a distance of303.14 feet; thence South 57 degrees 53 minutes 02 seconds East a distance of31.76 feet to the east line of the west 330.00 feet of said Southwest Quarter of the Northwest Quarter; thence South 00 degrees 02 minutes 19 seconds West, along said east line a distance of 703.76 feet to the south line of said South*est Quarter of the Northwest Quarter; thence' North 88 degrees 53 minutes 56 seconds West a distance of330.06 feet to the point of beginning. All written and verbal comments will be received at that time, A copy of the application will be available for review prior to the meeting at City Hall. ~ fUL; Victoria V olk, City Clerk ' . .. , Publication dates: June 12, 1998 ~, , , June 19, 1998 \ J -.... , , I PIN 233224220001 PIN 233224210001 PIN 223224110001 CAMBRIDGE CAPITAL INC ASHFORD DEVELOP CORP INC CENTER OAKS PARTNERS 941 HILLWIND RD NE STE 301 3640 152ND LN NW 13736 JOHNSON ST NE jlKT}.fNEAPOLIS MN 55432 ANDOVER MN 55304 HAM LAKE MN 55304 , \,j PIN 233224320002 PIN 223224410001 PIN 223224140006 HAMILTON LORA G ANDOVER CITY OF ANOKA HENN IND SCHOOL DIST II 6615 HWY 10 NW 1685 CROSSTOWN BLVD NW 11299 HANSON BLVD NW ANDOVER MN 55304 ANDOVER MN 55304 COON RAPIDS MN 55433 PIN 233224240002 RESIDENT RESIDENT KOPIS CHESTER A & DOROTHY 1296 CROSSTOWN BLVD 15245 BLUEBIRD ST NW 15219 BLUEBIRD STNW ANDOVER MN 55304 ANDOVER, MN 55304 ANDOVER, MN 55304 RESIDENT RESIDENT RESIDENT 1335 153RD LANE NW 1425 153RD LANE NW 1504 153RD LANE NW ANDOVER, MN 55304 ANDOVER, MN 55304 ANDOVER, MN 55304 RESIDENT RESIDENT RESIDENT 1470 153RD LANE NW 1434 153RD LANE NW 1404 153RD LANE NW ANDOVER, MN 55304 ANDOVER, MN 55304 ANDOVER, MN 55304 , , - / RESIDENT RESIDENT 1380 153RD LANE NW 1370 153RD LANE NW ANDOVER, MN 55304 ANDOVER, MN 55304 \ \ ) I ... \ ) CITY OF ANDOVER REQUEST FOR CITY COl}NCIL ACTION DATE: January 19. 1999 AGENDA SECTION ORIGINATING DEPARTMENT Discussion Andover Review Committee AGENDA ITEM NO. Revised Preliminary Plat - "Chesterton Commons" 8 I Section 23 . Ashford Development Corporation & Gerald and Carol Windschitl The City Council is requested by Ashford Development Corporation and Gerald and Carol Windschitl to approve the revised preliminary plat of "Chesterton Commons" located in Section 23, Township 32, Range 24, Anoka County, Minnesota. / That portion of the preliminary plat being revised will be known as "Chesterton Commons Fourth Addition". Plannine: and Zonine: Commission Recommendation The Planning and Zoning Commission reviewed the revised preliminary plat on December 22, 1998. The Commission is recommending to the City Council the denial of the revised preliminary plat as the Commission has recommended denial of the Comprehensive Plan Amendment and the rezoning of the property to commercial. Attached are the minutes and staff report from the December 22, 1998 meeting for background information. Park and Recreation Commission Recommendation The Park and Recreation Commission met on December 17, 1998 to discuss the revised preliminary plat in relation to park dedication. The Commission suggested the developer make a proposal on the value increase from residential to the commercial as being proposed. If an appraisal is needed, the Commission felt it should be done at the expense of the developer. Park dedication will need to be paid prior to the recording of the final plat. , \ ~ ) I , ) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO R -99 A RESOLUTION DENYING THE REVISED PRELIMINARY PLAT OF "CHESTERTON COMMONS" BY ASHFORD DEVELOPMENT CORPORATION AND GERALD AND CAROL WINDSCHITL LOCATED IN SECTION 23, TOWNSHIP 32, RANGE 24, ANOKA COUNTY, MINNESOTA. WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission has conducted a public hearing; and WHEREAS, the Andover Review Committee has reviewed the revised preliminary plat of "Chesterton Commons"; and WHEREAS, as a result of such public hearing, the Planning and Zoning Commission recommends to the City Council denial of that portion of the revised preliminary plat to be known as "Chesterton Commons Fourth Addition"; and I WHEREAS, the Planning and Zoning Commission's basis for recommending / denial is due to their recommendations for denial on the Comprehensive Plan Amendment and Rezoning of a portion of the property to commercial uses. NOW, THEREFORE, BE IT RESOLVED, that the City council of the City of Andover hereby agrees with the recommendation ofthe Planning and Zoning Commission and denies the revised preliminary plat of Chesterton Commons to be known as Chesterton Commons Fourth Addition. Adopted by the City Council of the City of Andover this 19th day of Januarv ,19.-22-. CITY OF ANDOVER ATTEST: J.E. McKelvey, Mayor Victoria V olk, City Clerk , '- ) I I I " Regular Planning and Zoning Commission Meeting '_J December 22. 1998 - Minutes Page 2 Public Hearing, Cont/Revised Preliminary Plat/Shadowbrook Mr. Carlberg reviewed the request of Bunker, LLC to revise the preliminary plat of the Planned Unit Development of Shadowbrook, which will be known as Shadowbrook Fifth Addition, noting that 40 detached town home units are proposed rather than the original 60 townhome units. All outstanding items have been corrected. It was noted that the public hearing was opened at the previous meeting and no testimony was offered, Motion by Wells, seconded by Jacobson to close the public hearing. Motion carried on a 5-yes, 2- absent (Luedtke, Gamache) vote. Commissioner Jacobson questioned whether there is sufficient room for a vehicle to drive to the proposed lift station. Todd Haas explained that they always make sure that there is room for a vehicle to get in for maintenance and repair purposes. There will be a blanket easement so the city can get through anywhere to get to the pond. Commissioner Jacobson also questioned whether the edge of the house on Lot 14 could be in the wetland as is shown on the plat. Mike Quigley, Bunker LLC, stated that no houses will be located within any wetland areas. Motion by Apel, seconded by Jacobson to move the resolution as prepared by staff approving the revised preliminary plat of the planned unit development of Shadowbrook. Motion carried on as-yes, I 2-absent (Luedtke, Gamache) vote. This will go to the City Council on January 5, 1998. / Public Hearing, Revised Preliminary Plat/Chesterton Commons Mr, Carlberg explained that this item was tabled at the December 8th meeting because the public hearing notice omitted a portion of the legal description. He then reviewed the request of Ashford Development Corporation and Gerald and Carol Windschitl for approval of the revised preliminary plat of Chesterton Commons, which will be known as Chesterton Commons Fourth Addition. The revised plat is zoned R-4, single family urban and is located within the Metropolitan Urban Service Area, scheduled for development in 1999. The original plat, which was given conditional approval by the City Council on March 18, 1997 showed single family urban lots in the area. The revised plat incorporates two larger lots for commercial use and single family urban lots. Mr. Carlberg also explained that the original preliminary plat showed the single family urban lots meeting the minimum requirements of an R-4, Single Family Urban District. The developers have requested a comprehensive plan amendment to change the land use from RU, Residential Urban, to C, Commercial. A rezoning request has also been presented to go from R-4 to SC, Shopping Center. Both of these items have been tabled by the City Council pending resolution of a drainage issue between this project and Hamilton Square, the project to the south. The Planning Commission did review the comprehensive Plan amendment and rezoning and recommended denial. The denial was based on the timing of the development in relation to the residential plat and the proposed uses of the commercial area in relation to Oak View Middle School. '\ \ - , ) I , , '_J Regular Planning and Zoning Commission Meeting December 22, 1998 - Minutes Page 3 (Chesterton Commons Preliminary Plat. Cont.) Mr, Carlberg further explained that the Andover Review Committee reviewed the plat and although some changes or corrections are needed, there appears to be no significant outstanding items. Several items need to be addressed, such as will sidewalks be required if this is zoned commercial? Also, there is a transformer on the corner by the trail which may require that the trail system will have to go around the transformer. He also noted that additional drainage easements will be required from the Hamilton project. The City Attorney has been working on this issue and it appears he is close to some resolution on this item. Chairman Squires stated that any recommendation made by the Planning Commission will have to be contingent upon the City Council approving the Comprehensive Plan Amendment and the rezoning. Commissioner Jacobson felt that the Comprehensive Plan amendment should be done prior to the plat and rezoning, Mr. Carlberg explained that if the Comprehensive Plan amendment is denied, there won't be a plat or a rezoning. The Comprehensive Plan amendment was recommended for denial by the Planning Commission and the plat was tabled because of the drainage issue. " f Commissioner Peek asked if Lots 5 and 10 are buildable. Mr. Carlberg noted that they meet the buildability requirements. Motion by Apel. seconded by Wells to open the public hearing. Motion carried on a 5-yes, 2-absent (Gamache, Luedtke) vote. Jerry Windschitl, 3640 -152nd Lane NW, Andover stated that the procedure being followed tonight is a request by the City Council. The restaurant that was proposed would be a family style restaurant but because of the city ordinance, no alcohol would be allowed because of the proximity to the school. He also noted that there are no variances in the plat. Chairman Squires asked what uses would be allowed. Mr. Carlberg stated they would be standard retail and trade services; however, the uses are not shown at this time. Gordon Jenson, attorney for the Hamiltons, stated that they are not close to a solution on the drainage issue but some progress has been made. He noted that it was suggested that the agreement be between Mr, Windschitl and the city. Mr. Jenson was told this afternoon what the discussion was at the meeting with Mr. Hawkins and that he should discuss it with his client. He noted that the pond has been moving and he and his client would prefer that the pond not be moved until an agreement has been signed. His request would be to table this item until the drainage issued can be resolved. \ Jerry Windschitl stated that the city attorney has been handling this and is putting together the ",) proposals on this for the January 19th Council meeting. If this item is tabled the timetable for development will be off. He also noted that any arrangements they have will be with the city, not I , Regular Planning and Zoning Commission Meeting , December 22. 1998 - Minutes / Page 4 (Chesterton Commons Preliminary Plat, Cont.) with the Hamiltons. They do not have a right of refusal on this. Tabling this will change absolutely nothing. The major issues on the plat have been resolved. He also noted that they have requested utilities for 1999. The City Council is talking about a two part bid - one part in February which would be Chesterton Commons Second and the second part would be this project. Jan Schendel, 2117 . 154th Lane NW stated that commercial zoning would be unacceptable to her. Gordon Jenson stated that platting this area pertains to Lot 1, Block 2, Hamilton Square. In order for them to formulate their position, it is necessary for them to see what will occur with the storm water drainage. Motion by Peek, seconded by Apel to close the public hearing. Motion carried on a 5-yes, 2-absent (Luedtke, Gamache) vote, Commissioner Jacobson questioned the use of the property where the powerline easement is located betoNeen Lots 1 and 2. Mr. Windschitl noted that it will be green space, parking lot and landscaping. It is not their intent to encroach on the easement. Commissioner Jacobson next questioned the note on the southernmost lot that reads "sign easement". Mr. Windschitl explained that is a request for sign on the plat. Commissioner Jacobson asked why the trail is not shown on I the plat. Todd Haas explained that trails are generally shown in the feasibility report, which is where trails are addressed. Mr. Carlberg noted that there will be a trail along Hanson Boulevard running through this plat and straight north to Cambridge Estates. Motion by Peek. seconded by Wells that the Planning and Zoning Commission recommend denial of the revised preliminary plat of Chesterton Commons noting that the Planning Commission has reviewed the request for a Comprehensive Plan amendment and recommended denial. Motion carried on a 4-yes, 2-absent (Luedtke, Gamache), 1-present (Jacobson) vote. Commissioner Jacobson stated that he voted present as he will be on the City Council when this item appears before them. This will go to the City Council on January 19.1999. Comprehensive Plan Amendment/Fox Hollow Rezoning/Fox Hollow Preliminary Plat/Fox Hollow Motion by Jacobson, seconded by Apel to table the above three items to the next meeting. Motion carried on a 5-yes. 2-absent (Gamache, Luedtke) vote. These items will be on the January 12th agenda. , \ - / ) I : ) CITY OF ANDOVER REQUEST FOR PLANNING COMMISSION ACTION DATE December 22. 1998 AGENDA ITEM ORIGINATING DEPARTMENT Andover Review Committee 5. Public Hearing: Revised Preliminary Plat - "Chesterton Commons" Section 23 Ashford Development Corporation & Gerald and Carol Windschitl The Planning and Zoning Commission is requested by Ashford Development Corporation and Gerald and Carol Windschitl to review and recommend to the City Council the approval of the revised preliminary plat of "Chesterton Commons" located in Section 23, Township 32, Range 24, Anoka County, Minnesota. '_ J That portion of the preliminary plat being revised will be knov.n as "Chesterton Commons Fourth Addition". This item was removed from the December 8, 1998 Planning and Zoning Commission agenda as the legal description in the public hearing notice did not encompass all of the area being revised on the original preliminary plat. General Comments . The proposed revised preliminary plat is zoned R-4, Single Family Urban. . The proposed revised plat is located within the Metropolitan Urban Service Area (MUSA) and will be developed with municipal water and sewer. The property is scheduled to develop in 1999. . The original preliminary plat given conditional approval by the City Council on March 18, 1997 showed single family urban lots in this area. The revised plat incorporates two larger lots for commercial use and single family urban lots. . The developer and/or owner is responsible to obtain all necessary permits (DNR, U.S. Army Corps of Engineers, Coon Creek Watershed District, LGU, MPCA and any other agency which may be interested in the site.). :,J I " ) Background As stated earlier, the original preliminary plat of Chesterton Commons showed the development of single family urban lots meeting the minimum requirements of an R-4, Single Family Urban District. The developers/owners have requested a comprehensive plan amendment to change the land use designation from RU, Residential Urban to C, Commercial. The developers/owners have also requested a rezoning of the property from R-4, Single Family Urban to SC, Shopping Center. Both of these requests have been tabled at the City Council level pending resolution of a drainage issue between this project and the project to the south, Hamilton Square. The revisions to the plat need to accommodate or provide for the drainage resolution. Staffwill be explaining in detail the process that has been created to assist in resolving the drainage issue at the meeting. The Commission did review the comprehensive plan amendment and rezoning applications at the June 23, 1998 meeting and did recommend to the City Council denial of these requests. The recommendation for denial was based the timing of the development in relation to the residential plat and the proposed uses of the commercial area in relation to the Oak View Middle School. Comments bv the Andover Review Committee The developer has received the comments of the Andover Review Committee from the , / second review. There are some changes or corrections needed, However, there appears to be no significant outstanding items. Park and Recreation Commission Recommendation Park dedication was paid on the original preliminary plat. However, if the property is to be rezoned for commercial use prior to the filing of the final plat, the park dedication fee must reflect the land use change as payment of park dedication is required at the time of the final plat. 8.01 IDENTIFICATION AND DESCRIPTION a. Proposed name is "Chesterton Commons Fourth Addition". d. Scale is 1" = 100' g. The preliminary plat and the grading, drainage and erosion control plan were prepared by Hakanson Anderson Associates, Inc. 8.02 EXISTING CONDITIONS b. Total acreage is 16.45 acres (part being revised) \ , J I ) c. The existing zoning within 300 feet of the proposed plat shall be shown. _.I f. Location of all existing telephone, gas, electric and other underground/overhead facilities shall be shown on preliminary plat per ordinance requirements. g. The boundary lines within 100 feet of the plat shall be shown along with the names of the property owners. h. A Tree Protection Plan shall be submitted to the City for review and approval is pending. j. A soil boring report has been submitted to the City. 8.03 DESIGN FEATURES c. The municipal sewer, water, streets and storm sewers plans/profiles will be designed by the City. h. The proposed method of disposing of surface water shall be shown on the grading, drainage and erosion control plan. However, corrections and modifications are pending and a final review by the City Engineer shall be required. / 8.04 ADDITIONAL INFORMATION b. Water supply will be by municipal welL c. Sewage disposal facilities will be municipal sanitary sewer. f. Flood Plain Management is regulated by the Coon Creek watershed District (CCWD) as well as the City. g. Street lighting as required - installation costs will be paid for by the developer. 9.02 STREET PLAN a. The streets are proposed to be public. 9.03 STREETS n. Boulevard is required to be 4" topsoil and sodded. 9.04 EASEMENTS \ b. Drainage and utility easements are required for the 100 year flood elevation. , ) I :~) 9.06 LOTS e. The developer is responsible to obtain all necessary permits from the CCWD, DNR, Corps of Engineers, LGU, MPCA, and any other agency that may be interested in the site. 9.07 PARKS, PLAYGROUNDS, OPEN SPACES Park dedication has been paid on the original plat. Additional park dedication may be required. , ) \ " _J I " " "_ _J CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO R -99 A RESOLUTION APPROVING THE REVISED PRELIMINARY PLAT OF "CHESTERTON COMMONS" BY ASHFORD DEVELOPMENT CORPORATION AND GERALD AND CAROL WINDSCHITL LOCATED IN SECTION 23, TOWNSHIP 32, RANGE 24, ANOKA COUNTY, MINNESOTA. WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission has conducted a public hearing; and WHEREAS, the Andover Review Committee has reviewed the revised preliminary plat of "Chesterton Commons"; and WHEREAS, as a result of such public hearing, the Planning and Zoning Commission recommends to the City Council approval of that portion of the revised preliminary plat to be known as "Chesterton Commons Fourth Addition" subject to the following: " J 1. The developer obtains all necessary permits from the Coon Creek Watershed District, DNR, Corps of Engineers, LGU, MPCA and any other agency that may be interested in the site. 2. The owner shall dedicate all easements at the time of the preliminary plat. 3. Park dedication as recommended by the Park and Recreation Commission. 4. Address Planning Department, Engineering Department, TKDA and MFRA comments to the, satisfaction of the City. 5. Bikeway/walkway trail along Hanson Boulevard NW (cost share of 50/50 split between developer and City). 6. Additional conditions added by the City Council to insure the drainage from the Hamilton Square plat is provided for through the site to Ditch No. 37. Adopted by the City Council of the City of Andover this day of Januarv , I9....2L. CITY OF ANDOVER ATTEST: \ J.E. McKelvey, Mayor \ ) Victoria V olk, City Clerk I I CITY of ANDOVER \ I -.' PARK AND RECREATION COMMISSION MEETING - DECEMBER 17, 1998 MINUTES The Regular Bi-Monthly Meeting of the Andover Park and Recreation Commission was called to order by Chairperson AI Grabowski on December 17, 1998, 7:34 p.m. at the Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota. Commissioners present: Tom Anderson, Dave Blackstad (arrived at 8:03 p.m.),.1effl(iefl'er. ' Jim Lindahl, Dave O'Toole Commissioner absent: Brian Barringer ' - Also present: Park Coordinator, Todd Haas Others APPROVAL OF MINUTES , '- j December 3. 1998: Correct as written. Motion by Anderson, Seconded by Lindahl, to approve the Minutes as presented. Motion carried on a 3- Yes, 2-Present (Grabowski, Kieffer), 2-Absent (Barringer, Blackstad) vote. WOODLAND MEADOWS 3RD ADDITION/SKETCH PLAN Mr. Haas noted the sketch plan for Woodland Meadows 3rd Addition consisting of six lots in the , area of CoRd 59 and 169th. The City recently installed playground equip'ment in the park located in the development just to the north of this area. In the past the Commission has requeSted cash in lieu ofland for park dedication because of the large lots. The Park and Recreation Commission recommended cash be accepted in lieu of land for this development. 0) " CHESTERTON COMMONS REVISED PREliMINARY PLAT/PARK DEDICATlpN REQUIREMENTS . . ~."". . , , ' Mr. Haas explairiedthe developer, Ashford Develo'pment Corporation, Inc., has made' appliCa~on, '.. ,':,,' , \ to rezone a portion of the development near the southwest part of the development adjaceripo ' ' \ - J Hanson Boulevard from residential to commercial. The original intent was for park dedication fees, ,'.:' ,.' , - ' - -.' .' , ~. ," . . .' ".: .~ ",- '., . .. . .~.' ~:. ,'. ~'..:.:: , ' . . , :~" >~' ,: .:-;~ ,':, ,~:}~:,~1'l~~'~;tlif , . ' ..... .. f I Regular Park and Recreation Commission .Ivfeeting ---' Minutes - December 17. 1998 Page 2 (Chesterton Commons Revised Preliminary Plat/Park Dedication, Continued) to be based on residential development. Since a portion of the area is proposed to be rezoned to commercial, the appraisal will need to be revised to reflect the new market value of the commercial, assuming the City approves the rezoning. The developer would then pay the difference of what is owed to the City. The Commission suggested the developer be asked to make a proposal first of the fair and equitable value increase of commercial versus residential use. They also felt if an appraisal is to be done, it would be done at the expense of the developer. DISCUSS ORDINANCE 10, SECTION 9.07/PARK DEDICATION REQUIREMENTS Mr. Haas explained the current ordinance identifies the dedicated land minimum area for park dedication as 10 percent for residential and commercial. The Commission has expressed an interest in amending the ordinance to a unit charge similar to what is done in other cities. If interested in , proceeding with that amendment, he suggested the City Council be approached first to be sure they , J are in agreement. If so, the Planning and Zoning Commission would hold the public hearing for the ordinance amendment. Then it would go to the City Council for final approval. Chairperson Grabowski stated he presented copies of the City of Lakeville ordinance on park dedication and a survey of how other cities determine park dedication. In the mean time, Commissioner Blackstad has called 15 other cities regarding their park dedication schedules. Last Tuesday the City Council approved the three appraisers needed per the current ordinance. The Council appeared interested in a proposal to change the park dedication based on the munber of units in t..'1e development. The advantage of the unit charge is that developers know up front exactly what the park dedication fee will be. That fee would be set at the beginning of each year by the City Council based on the valuation of property sold the preceding year. Chairperson Grabowski stated he discussed the unit charge with the City Attorney, who agreed it is a reasonable method of determining park dedication fees. The second part of the ordinance is the procedure when the land is to be appraised. He preferred the procedure outlined in the City of Lakeville ordinance. He asked Mr. Haas to research the acres and units in the plats that have developed in the City the last two to three years. That information is needed to determine the impact of the proposed change to the City's current ordinance. Mr. Haas hoped to have that research completed within a week. He stated he would ask the City Council to comment on the proposed change to a unit charge fee for park dedication at its January " 5, 1999, meeting. He will then bring a proposed ordinance amendment to the Commission for their I review at the January 7, 1999, meeting. The Commission generally agreed with Mr. Haas' proposal. I JAN-13-1999 11:08 651 292 0083 P.02/04 ,,-:fKDA TOL TZ. I\IN6. OUVALL. ANOERSO,.. AND ASSOCIATES. INCORPORATEO \. ' - eNGINeeRS. ARCHITECTS. PLANNeRS 'toO P1PIil'! JAf'FRAY PI..A%A "4 CEDAR STREET SAINT PAUL, MlNNIOGOTA UtO'.~"O PHQNE:SS1J292.4400 FAX:eSl/292-(J01l3 DATE: January 13, 1999 PROJECT: Chesterton Commons Fourth Addition Andover, Minnesota Review of Drainage Plan for Chesterton Commons Fourth Addition Dated: October 27,1998 Revision Date: January 7,1999 Received by TKDA: January 11,1999 Developer: Ashford Development Co. Developer's Engineer: Peter Raatikka, P.E., Hakanson Anderson Assoc. Inc. REVIEWED BY: Stephen W. Hartley, P.E., TKDA, Inc. BACKGROUND: The Drainage Plan and Computations for the proposed Chesterton Commons Fourth Addition was reviewed for compliance with the City of Andover's "Water Resource Management Plan" dated January, 1993. The , following comments identify items that need to be provided before a , / complete review for approVal of the drainage plan can be completed. COMMENTS: 1. Stage-Storage-Discharge information is needed for (he backyard pond at Block 2, Lots 6,7,8.9. and 10. 12114/98 Stage-Storage information was provided on the Drainage Plan. Discharge imfonnation should also be shown. 1113/99 Item has been addressed. 2. Storm sewer computations need to be submitted. 12114/98 Stonn sewer computations were provided. Please see Additional Comments for comments on design. ') '-_./ An Equal Oppomnity Emp/oyfJr . I JAN-13-1999 11:09 651 292 0083 P.03/04 Chesterton Commons Fourth Addition \ ) January 13, 1999 Page 2 3. A narrative is needed explaining the changes from the previously submitted computations for this development. It should include what assumptions andlor conditions that have, changed and why they have changed. 12114/98 Response stated narrative had been provided. TKDA was unable to fmd a narrative explaining the changes and reason for the changes from the July 1997 computations. 1113/99 Item has been addressed. 4. The proposed changes need to be designed as to not affect off-sito drainage that has been designed and partially constructed based upon the previously submitted drainage plan. (It is our understanding that the ponds for this development have already been constructed or rough graded according to the previously submitted design.) The developer's en2ineer needs to take the off-site drainage into account in their redesign. 12114/98 Still needed. This issue will need to be resolved by the City and the Developer. 1/13/99 Still needed. , J S. Existing conditions drainage computations need to be submitted as part of the complete drainage plan submittal. 1113/99 A complete set ot computations needs to be submitted for each project or major revision. Hinformation exists from previous projects as referenced many times, then the items in the affected area should be resubmitted with this project. This allows all the information to be in one me, rather than multiple files. Additional Comments (12114/98) L The low floor levels for Block 2, Lot..c; 6, 7. 8, and 9 need to be at least one foot higher than the adjacent pond's 100 year flood elevation. 1113/99 Item stiII needs to be addressed. If the developer want the low floor elevations to be lower than the adjacent tOO-year flood elevation. then geotechnical support needs to be submitted. 2. The minimum low floor for Block 4, Lots 1,2, and 3 need to be placed on the drainage plan sheet. ') , / I JAN-13-1999 11:09 651 292 0083 P.04/04 Chesterton Commons Fourth Addition January 13. 1999 \ Page 3 ) 1/13/99 Stated this item had been completed. TKDA was unable to find this information in the Lot Tabnlation table on the drainage plan sheet. 3. The following srrnctures do not meet minimum cover: CB 1 CB2 CB4 MH2 1/13/99 CD 1 and CD 4 will be catch basin manholes. Therefore, their minimum cover need to be the same as a manhole's, 2.6 feet. 4. Time of Concentration calculations were submitted for two of the areas, area 33 and 34. only. Please submit computations for the other areas. 1/13/99 A complete set of computations needs to be submitted for each project or major revision. If information exists from previous projects as referenced many times, then the items in the affected area should be resubmitted with this project. This allows all th~ information to be hi one file, rather than multiple , files. S. Please submit curve number computations for all areas. Remember, in areas with ponds. the surface area for the dead storage has a curve number of 100. 1113/99 Seeconunentabov~ 6. The material for the culvert at Hanson Boulevard NW and 15411l Avenue NW will need to meet Anoka County requirements. 1/13/99 This item has been addressed. 7. Approval will be needed from Coon Creek Wate~hed District before the City can give approval. 1/13/99 Item still needed. Andover's Stormwater Manaeement Plan calls for the approval by governing watershed district or water management organizations before plans can be appro\led be the City. SWHlswb " , / TOTAL P. 04 I CITY OF ANDOVER REQUEST FOR COUNCIL ACTION ,) DATE: lanuarv 19. 1999 AGENDA SECTION ORIGINATING DEPARTMENT Discussion Planning ITEM NO. q Approve Final Plat David L. Carlberg . Chesterton Commons Second Addition Community Development Director The City Council is requested by Ashford Development Corporation to approve the resolution approving the final plat for the Chesterton Commons Second Addition Development project. The final plat is found to be in compliance with the preliminary plat. It is recommended that the final plat be approved subject to the following stipulations: 1, City Attorney presenting a favorable title opinion. 2. Security to cover legal, engineering, street sign and installation costs to be determined by the City Engineer. 3. The developer escrow for the uncompleted grading of this site which is to be determined by the City Engineer or if the site is completed, a letter from the developer's engineer that lots and streets are graded according to the grading plan submitted and approved or any revisions thereof, '\ 4. Street light costs to be paid to Connexus Energy. Costs to be determined by Connexus , , ) Energy. 5. The final plat not be signed by the Mayor and Clerk until there is an executed Development Contract, escrow paid (15% of the total costs for the improvements for the property {streets, utilities, etc.}) and a contract for the improvements awarded. 6. Receipt of all necessary drainage and utility easements, within and outside that plat if necessary, 7. Developer is responsible to obtain all permits from U.S. Army Corps of Engineers, DNR, LGU, CCWD, MPCA and any other agency that may be interested in the site. 8. Park Dedication as recommended by the Park & Recreation Commission as determined by Ordinance No. 10, Section 9.07. 9. Bikeway/walkway to be constructed along Hanson Blvd. NW. The developer shall pay 50% of the cost and the City shall pay 50% of the cost. 10. Contingent on staff review and approval for compliance with City ordinances, policies & guidelines. 11. Variances as listed on the attached resolution, approved as a part of the preliminary plat. 12. Shall adhere to the geotechnical engineering report accepted by the City. 13. The final plat shall be recorded concurrently with the final plats of Chesterton Commons Third, Chesterton Commons Fourth and Cambridge Estates within thirty (30) days of notification of approval by the City Clerk. '\ J THE FINAL PLAT SHALL NOT BE RECORDED UNTIL ALL CONDITIONS HAVE BEEN MET. I COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R -99 \ MOTION by Councilmember to adopt the following: , ) A RESOLUTION APPROVING THE FINAL PLAT OF THE DEVELOPMENT OF CHESTERTON COMMONS SECOND ADDITION ,AS BEING DEVELOPED BY ASHFORD DEVELOPMENT CORPORATION, IN SECTION 23-32-24, Anoka County, Minnesota. WHEREAS, the City Council conditionally approved the preliminary plat of the Development of Chesterton Commons ; and WHEREAS, the Developer has presented the final plat of Chesterton Commons Second Addition: and WHEREAS, the City Engineer has reviewed such plat for conformance with the preliminary plat; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby approve the final plat of Chesterton Commons Second Addition contingent upon receipt of the following: 1. The City Attorney presenting a favorable opinion, 2. Security to cover legal, engineering, street sign and installation costs as determined by the City Engineer. 3, The developer escrow for the uncompleted grading of the site which is to be determined by the City Engineer or if the site is completed, a letter from the ) developer's engineer that lots and streets are graded according to the grading plan submitted and approved by the City. 4. The final plat not be signed by the Mayor and Clerk until there is an executed Development Contract, escrow paid (15% of the total costs for the improvements for the property {streets, utilities, etc.}). 5. Street light costs to be paid to Connexus Energy, Costs to be determined by Connexus Energy. 6. Receipt of all drainage and utility easements within and outside the plat if necessary as determined by the City. 7. Developer is responsible to obtain all permits from U.S. Army Corps of Engineers, DNR, LGU, CCWD, MPCA and any other agency that may be interested in the site. 8. Park dedication as recommended by the Park and Recreation Commission. 9, Bikeway/walkway to be constructed along Hanson Boulevard NW. The developer shall pay 50% of the cost and the City shall pay 50% of the cost. 10. Contingent on staff review and approval for compliance with City ordinances, polices & guidelines. 11. Variance to Ordinance No.8, Section 6.02, lot depth for the following: Lots 18 & 19, Block 2 Lot 1, Block 3, Lots 4,7,8,9, Block 5 j I Page Two Resolution , Final Plat - Chesterton Commons Second Addition , / January 19, 1999 12. Variance to Ordinance No. 10, Section 9.03G for length of cul-de-sac of Bluebird Street NW exceeds 500 feet (542.16 ft.). 13. Variances to Ordinance No.1 0, Section 9.03G for length of temporary cul- de-sac exceeding 210' (Crane Street is 230') 14. Construction of additional temporary cul-de-sacs as deemed necessary by the City if Cambridge Estates does not develop simultaneously. 15. Shall adhere to the geotechnical report accepted by the City. 16. The final plat shall be recorded concurrently with the final plats of Chesterton Commons Third, Chesterton Commons Fourth and Cambridge Estates within thirty (30) days of notification of approval by the City Clerk, Adopted by the City Council of the City of Andover this 19th day of Januarv , 19 -.illL. CITY OF ANDOVER , ATTEST: , J.E. McKelvey - Mayor Victoria Volk - City Clerk , , , ./ I CITY OF ANDOVER REQUEST FOR COUNCIL ACTION " DATE: Januarv 19.1999 , ) AGENDA SECTION ORIGINATING DEPARTMENT Discussion Item Scott Erickson,~<- Engineering ITEM NO. Accept Revised Feasibility Report/Order Plans and Specs/97-49/Chesterton Commons 2nd Addition 10. The City Council is requested to approve the resolution accepting revised feasibility report, waiving public hearing, ordering improvement and directing preparation of plans and specifications for the improvement of Project 97-49 for sanitary sewer, watermain, street and storm sewer in the area of Chesterton Commons 2nd Addition. The feasibility report was updated to include any modifications to the improvements and to update the costs to current rates. , , , I " , / I CITY OF ANDOVER COUNTY OF ANOKA '1 STATE OF MINNESOTA , ; RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING REVISED FEASIBILITY STUDY, WAIVING PUBLIC HEARING AND DIRECTING PREPARATION OF PLANS AND SPECIFICATIONS FOR THE IMPROVEMENT OF PROJECT NO. 97-49 FOR - SANITARY SEWER, WATERMAIN. STREET AND STORM SEWER IN THE FOllOWING AREA CHESTERTON COMMONS 2ND ADDITION . WHEREAS, the City Council did on the 5th day of Januarv, 19 99, order the preparation of a revised feasibility study for the improvement; and WHEREAS, such revised feasibility study was prepared by MFRA and presented to the Council on the 19th day of Januarv ,19~; and WHEREAS, the property owners have waived the right to a Public Hearing; and WHEREAS, the City Council has reviewed the revised feasibility study and declares the improvement feasible, for an estimated cost of $954.200.00 " NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of , Andover to hereby receive the revised feasibility report with an estimated total cost of improvements of $ 954200.00 waive the Public Hearing. BE IT FURTHER RESOLVED by the City Council to hereby direct the firm of MFRA to prepare the plans and specifications for such improvement project. BE IT FURTHER RESOLVED by the City Council to hereby require the developer to escrow for the sum of $ 147.000.00 with such payments to be made prior to commencement of work on the plans and specifications MOTION seconded by Councilmember and adopted by the City Council at a reqular meeting this 19th day of Januarv ,19~, with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: J.E. McKelvey - Mayor / Victoria Volk - City Clerk I CITY OF ANDOVER REQUEST FOR COUNCIL ACTION " DATE: Januarv 19.1999 , ) AGENDA SECTION ORIGINATING DEPARTMENT Discussion Item Scott Erickson, ~~ Engineering ITEM NO. Approve Plans & Specs/97 -49/ "Chesterton Commons 2nd Addition t . The City Council is requested to approve the resolution approving plans and specifications and ordering the advertisement for bids for Project 97-49, Chesterton Commons 2nd Addition. Specifications are available in the Engineering Department for review. , I \ ) I CITY OF ANDOVER , ) COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR PROJECT NO, 97 -49 ,FOR CHESTERTON COMMONS 2ND ADDITION. WHEREAS, pursuant to Resolution No. -99 ,adopted by the City Council on the 19th day of Januarv ,19~, MFRA has prepared final plans and specifications for Project 97-49 for Chesterton Commons 2nd Addition. WHEREAS, such final plans and specifications were presented to the City Council for their review on the 19th day of Januarv ,19~. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby approve the Final Plans and Specifications. BE IT FURTHER RESOLVED by the City Council of the City of Andover to I hereby direct the City Clerk to seek public bids as required by law, with such bids to be opened at 10:00 AM, Februarv 11 . 19 99 at the Andover City Hall. MOTION seconded by Councilmember and adopted by the City Council at a reaular meeting this 19th day of Januarv , 19 99 , with Council members voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: J.E. McKelvey - Mayor \ Victoria Volk - City Clerk " ) I CITY OF ANDOVER REQUEST FOR COUNCIL ACTION , DATE: lanuarv 19. 1999 \ ) AGENDA SECTION ORIGINATING DEPARTMENT Discussion Planning ITEM NO. l6J. Approve Final Plat David L. Carlberg -Chesterton Commons Third Addition Community Development Director The City Council is requested by Ashford Development Corporation to approve the resolution approving the final plat for the Chesterton Commons Third Addition Development project. The final plat is found to be in compliance with the preliminary plat. It is recommended that the final plat be approved subject to the following stipulations: 1. City Attorney presenting a favorable title opinion. 2. Security to cover legal, engineering, street sign and installation costs to be determined by the City Engineer. 3. The developer escrow for the uncompleted grading of this site which is to be determined by the City Engineer or if the site is completed, a letter from the developer's engineer that lots and streets are graded according to the grading plan submitted and approved or any revisions thereof. \ 4. Street light costs to be paid to Connexus Energy. Costs to be determined by Connexus '. .J Energy. 5, The final plat not be signed by the Mayor and Clerk until there is an executed Development Contract, escrow paid (15% of the total costs for the improvements for the property {streets, utilities, etc.}) and a contract for the improvements awarded. 6. Receipt of all necessary drainage and utility easements, within and outside that plat if necessary. 7. Developer is responsible to obtain all permits from U.S, Army Corps of Engineers, DNR, LGU, CCWD, MPCA and any other agency that may be interested in the site. 8. Park Dedication as recommended by the Park & Recreation Commission as determined by Ordinance No. 10, Section 9.07. 9. Contingent on staff review and approval for compliance with City ordinances, policies & guidelines. 10. Variances as listed on the attached resolution, approved as a part of the preliminary plat. 11, Shall adhere to the geotechnical engineering report accepted by the City. 12. The final plat shall be recorded concurrently with the final plats of Chesterton Commons Second, Chesterton Commons Fourth and Cambridge Estates within thirty (30) days of notification of approval by the City Clerk. THE FINAL PLAT SHALL NOT BE RECORDED UNTIL ALL CONDITIONS HAVE BEEN \ MET. \ ) I COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R -99 '\ MOTION by Councilmember to adopt the following: , .' A RESOLUTION APPROVING THE FINAL PLAT OF THE DEVELOPMENT OF CHESTERTON COMMONS THIRD ADDITION ,AS BEING DEVELOPED BY ASHFORD DEVELOPMENT CORPORATION, IN SECTION 23-32-24, Anoka County, Minnesota. WHEREAS, the City Council conditionally approved the preliminary plat of the Development of Chesterton Commons ; and WHEREAS, the Developer has presented the final plat of Chesterton Commons Third Addition; and WHEREAS, the City Engineer has reviewed such plat for conformance with the preliminary plat; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby approve the final plat of Chesterton Commons Third Addition contingent upon receipt of the following: 1. The City Attorney presenting a favorable opinion, 2. Security to cover legal, engineering, street sign and installation costs as determined by the City Engineer. 3, The developer escrow for the uncompleted grading of the site which is to be determined by the City Engineer or if the site is completed, a letter from the " developer's engineer that lots and streets are graded according to the ) grading plan submitted and approved by the City. 4. The final plat not be signed by the Mayor and Clerk until there is an executed Development Contract, escrow paid (15% of the total costs for the improvements for the property {streets, utilities, etc.}). 5. Street light costs to be paid to Connexus Energy. Costs to be determined by Connexus Energy. 6. Receipt of all drainage and utility easements within and outside the plat if necessary as determined by the City, 7. Developer is responsible to obtain all permits from U.S. Army Corps of Engineers, DNR, LGU, CCWD, MPCA and any other agency that may be interested in the site. 8, Park dedication as recommended by the Park and Recreation Commission. 9. Bikeway/walkway to be constructed along Hanson Boulevard NW. The developer shall pay 50% of the cost and the City shall pay 50% of the cost. 10. Contingent on staff review and approval for compliance with ordinances, polices & guidelines. 11. Variance to Ordinance No.8, Section 6.02, lot depth for Lot 17, Block 1. 12. Variance to Ordinance No.8, Section 9.06A1 and Section 4A for the front 100' buildability requirement for the following: Lots 6 & 7, Block 1 '\ Lots 10 & 11, Block 2 "- j I . Page Two Resolution Final Plat - Chesterton Commons Third Addition January 19,1999 13. Shall adhere to the geotechnical report accepted by the City. 14. The final plat shall be recorded concurrently with the final plats of Chesterton Commons Second, Chesterton Commons Fourth and Cambridge Estates within thirty (30) days of notification of the approval by the City Clerk. Adopted by the City Council of the City of Andover this 19th day of Januarv. " 19 -.lliL. j CITY OF ANDOVER ATTEST: J.E. McKelvey - Mayor Victoria Volk - City Clerk " - / , CITY OF ANDOVER REQUEST FOR COUNCIL ACTION \ DATE: Januarv 19. 1999 , ~ AGENDA SECTION ORIGINATING DEPARTMEN{ Discussion Item Scott Erickson, d Engineering ITEM NO. Accept Revised Feasibility Report/Order Plans and Specs/98-34/Chesterton Commons 3rd Addition 13. The City Council is requested to approve the resolution accepting revised feasibility report, waiving public hearing, ordering improvement and directing preparation of plans and specifications for the improvement of Project 98-34 for sanitary sewer, watermain, street and storm sewer in the area of Chesterton Commons 3rd Addition. The feasibility report was updated to include any modifications to the improvements and to update the costs to current rates. Additional review of the feasibility report was necessary at the time of printing the agenda. It is " anticipated this report will be complete and presented at the City Council meeting. .J \ / I CITY OF ANDOVER COUNTY OF ANOKA "- STATE OF MINNESOTA ,/ RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING REVISED FEASIBILITY STUDY, WAIVING PUBLIC HEARING AND DIRECTING PREPARATION OF PLANS AND SPECIFICATIONS FOR THE IMPROVEMENT OF PROJECT NO, 98-34 FOR - SANITARY SEWER. WATERMAIN. STREET AND STORM SEWER IN THE FOllOWING AREA CHESTERTON COMMONS 3RD ADDITION . WHEREAS, the City Council did on the 5th day of January, 19 99, order the preparation of a revised feasibility study for the improvement; and WHEREAS, such revised feasibility study was prepared by MFRA and presented to the Council on the 19th day of January , 19~; and WHEREAS, the property owners have waived the right to a Public Hearing; and WHEREAS, the City Council has reviewed the revised feasibility study and declares the improvement feasible, for an estimated cost of $ \ NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of / , Andover to hereby receive the revised feasibility report with an estimated total cost of improvements of $ waive the Public Hearing. BE IT FURTHER RESOLVED by the City Council to hereby direct the firm of MFRA to prepare the plans and specifications for such improvement project. BE IT FURTHER RESOLVED by the City Council to hereby require the developer to escrow for the sum of $ with such payments to be made prior to commencement of work on the plans and specifications MOTION seconded by Councilmember and adopted by the City Council at a reqular meeting this 19th day of January ,19~, with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: J.E. McKelvey - Mayor \ Victoria Volk - City Clerk I \, / CITY OF ANDOVER REQUEST FOR COUNCIL ACTION :, ) DATE: lanuarv 19 , 1999 AGENDA SECTION ORIGINATING DEPARTMENT Discussion Planning ITEM NO. 4- Approve Final Plat David L. Carlberg I .Chesterton Commons Fourth Addition Community Development Director The City Council is requested by Ashford Development Corporation and Gerald & Carol Windschitl to approve the resolution approving the final plat for the Chesterton Commons Fourth Addition Development project. The final plat is found to be in compliance with the preliminary plat. It is recommended that the final plat be approved subject to the following stipulations: 1. City Attorney presenting a favorable title opinion. 2. Security to cover legal, engineering, street sign and installation costs to be determined by the City Engineer. 3. The developer escrow for the uncompleted grading of this site which is to be determined by the City Engineer or if the site is completed, a letter from the developer's engineer that lots and streets are graded according to the grading plan submitted and approved or any revisions thereof. '\ , J 4. Street light costs to be paid to Connexus Energy. Costs to be determined by Connexus Energy, 5, The final plat not be signed by the Mayor and Clerk until there is an executed Development Contract, escrow paid (15% of the total costs for the improvements for the property {streets, utilities, etc.}) and a contract for the improvements awarded. 6. Receipt of all necessary drainage and utility easements, within and outside that plat if necessary. 7. Developer is responsible to obtain all permits from U.S. Army Corps of Engineers, DNR, LGU, CCWD, MPCA and any other agency that may be interested in the site. 8. Park Dedication as recommended by the Park & Recreation Commission as determined by Ordinance No. 10, Section 9.07. 9. Bikeway/walkway to be constructed along Hanson Blvd, NW. The developer shall pay 50% of the cost and the City shall pay 50% of the cost. 10. Contingent on staff review and approval for compliance with City ordinances, policies & guidelines, 11. Variances as listed on the attached resolution, approved as a part of the revised preliminary plat. 12. Shall adhere to the geotechnical engineering report accepted by the City. 13. The final plat shall be recorded concurrently with the final plats of Chesterton Commons Second, Chesterton Commons Third and Cambridge Estates within thirty (30) days of notification of approval by the City Clerk. , ) 14. Sidewalks to be constructed by the developer along 154th Lane NW from Hanson Boulevard NW to Eagle Street NW as deemed necessary by the City Council. 15. Contingent upon the approval of the Comprehensive Plan Amendment and Rezoning. THE FINAL PLAT SHALL NOT BE RECORDED UNTIL ALL CONDITIONS HAVE BEEN MET. COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R -99 '\ MOTION by Councilmember to adopt the following: , ) A RESOLUTION APPROVING THE FINAL PLAT OF THE DEVELOPMENT OF CHESTERTON COMMONS FOURTH ADDITION ,AS BEING DEVELOPED BY ASHFORD DEVELOPMENT CORPORATION, IN SECTION 23-32-24, Anoka County, Minnesota. WHEREAS, the City Council conditionally approved the preliminary plat of the Development of Chesterton Commons ; and WHEREAS, the Developer has presented the final plat of Chesterton Commons Fourth Addition: and WHEREAS, the City Engineer has reviewed such plat for conformance with the preliminary plat; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby approve the final plat of Chesterton Commons Fourth Addition contingent upon receipt of the following: 1. The City Attorney presenting a favorable opinion. 2, Security to cover legal, engineering, street sign and installation costs as determined by the City Engineer. 3. The developer escrow for the uncompleted grading of the site which is to be determined by the City Engineer or if the site is completed, a letter from the \ developer's engineer that lots and streets are graded according to the / grading plan submitted and approved by the City. 4. The final plat not be signed by the Mayor and Clerk until there is an executed Development Contract, escrow paid (15% of the total costs for the improvements for the property {streets, utilities, etc.}), 5. Street light costs to be paid to Connexus Energy. Costs to be determined by Connexus Energy, 6. Receipt of all drainage and utility easements within and outside the plat if necessary as determined by the City. 7. Developer is responsible to obtain all permits from U,S. Army Corps of Engineers, DNR, LGU, CCWD, MPCA and any other agency that may be interested in the site. 8. Park dedication as recommended by the Park and Recreation Commission. 9. Bikeway/walkway to be constructed along Hanson Boulevard NW. The developer shall pay 50% of the cost and the City shall pay 50% of the cost. 10. Contingent on staff review and approval for compliance with City ordinances, polices & guidelines. 11. Variance to Ordinance No.8, Section 6.02, lot depth for the following: Lots 5 & 7, Block 2. \ , ) Page Two Resolution , Final Plat - Chesterton Commons Fourth Addition , ) January 19,1999 12. Variance to Ordinance No. 10, Section 9.06A1 and Section 4 for the buidlabilty requirement of the front 100 feet being buildable for Lot 5, Block 2. 13. Construction of temporary cul-de-sac for 154th Lane NW if Chesterton Commons Second Addition does not develop simultaneously. 14. Shall adhere to the geotechnical report accepted by the City. 15. The final plat shall be recorded concurrently with the final plats of Chesterton Commons Second, Chesterton Commons Third and Cambridge Estates within thirty (30) days of notification of approval by the City Clerk. 16. Contingent upon the apporval of the Comprehensive Plan Amendment to a commercial land use and a rezoning to SC, Shopping Center. 17. Sidewalks to be constructed by the developer along 154th Lane NW from Hanson Boulevard NW to Eagle Street NW as deemed necessary by the City Council. Adopted by the City Council of the City of Andover this 19th day of January , 19~. . / CITY OF ANDOVER ATTEST: J.E. McKelvey - Mayor Victoria Volk - City Clerk " / \ CITY of ANDOVER ,) 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (612) 755-5100 MEMORANDUM TO: Dave Carlberg, Community DevelopmentDirector COPIES TO: ~ ~~ -\oW FROM: Scott Erickson, City Engineer & Todd Haas, Asst. City Engineer DATE: January 14, 1999 REFERENCE: Grading/Drainage/Erosion Control Plan/Chesterton Commons (Proposed 4th ' Addition)/Review #3 ------------------------------------------------------------------------- ------------------------------------------------------------------------- Items that still need to be completed. , " / 9. Pending discussion by the City Council on January 19,1999. 13. Lots 6 & 7 of Block 2 low floors will need to be revised to at least an elevation of 900.25 (which is 1 foot above the designed 100 year flood elevation) or submit a report by a certified geotechnical engineer as required by Ordinance 10, Section 9.06. Lot 8 of Block 2, the lookout elevation should be at least 900.5. 17. See Item 13, Additional Comments from review #2 6. Pending discussion by the City Council on January 19, 1999 regarding the possibility of constructing a sidewalk or a bikeway/walkway trail along 154th Avenue NW between Hanson Boulevard NW and Eagle Street NW if both sides are rezoned to commercial. 7, Coon Creek Watershed District permit pending. 8. Park dedication is pending based on if rezoned to commercial for the 2 lots on the west side near Hanson Boulevard NW, Additional Comments 1. Additional drainage and utility easements to loop the watermain for the Eagle Street NW will be necessary. Most likely for Lot 5 , Block 2, 2. Subject to TKDA's review of the plat. '~ , ) .. .. - JAN-13-1999 11:08 651 292 0083 P.02/04 rKDA T01. TZ, KING. OUVALL. ANDERSON ANI) "SSOCIU~S. INCORPORATED , ENGINEERS. ARCHITECTS. PLANNeRS 1500 ptPER ..,AFPRAY F'l..AZA ..4 CEDAR STREET MlNT PAUL. MINH.GOT" "101..,:1:1"0 PHON~,S51J292~ FAX,S51f292-OOll3 DATE: January 13, 1999 PROJECT: Chesterton Commons Fourth Addition Andover, Minnesota Review of Drainage Plan for Chesterton Commons Fourth Addition Dated: October 27,1998 Revision Date: January 7,1999 Received by TKDA: January II, 1999 Developer: Ashford Development Co. Developer's Engineer: Peter Raatikka, P.E., Hakanson Anderson Assoc. Inc. REVIEWED BY: Stephen W. Hartley, P.E., TKDA, Inc. BACKGROUND: The Drainage Plan and Computations for the proposed Chesterton Commons Fourth Addition was reviewed for compliance with the City of Andover's "Water Resource Management Plan" dated January, 1993. The following comments identify items that need to be provided before a / complete review for approval of the drainage plan can be completed. COMMENTS: 1. Stage_Storage-Discharge information is needed for the backyard pond at Block 2, Lots 6,7.8,9, and 10. 12114/98 Stage-Storage information was provided on the Drainage Plan. Discharge imformation should also be shown. V13/99 Item bas been addressed. 2. Storm sewer computations need to be submitted. 12/14/98 Storm sewer computations were provided. Please see Additional Comments for comments on design. / J An Equal Opponunity Emp/oyflT JAN-13-1999 11:09 651 292 0083 P.03/04 Chesterton Commons Fourth Addition January 13, 1999 , Page 2 ~, ) 3. A narrative is needed explaining the cbanges from the previously submitted computations for this development. It should include what assumptions and/or conditions that have changed and why they have changed. 12114/98 Response stated narrative had been provided. TKDA was unable to fmd a narrative explaining the changes and reason for the changes from the July 1997 computations. 1113/99 Item has been addressed. 4. The proposed changes need to be designed as to not affect off-site drainage that has been designed and partially constructed based upon the previously submitted drainage plan. (It is our understanding that the ponds for this development have already been constructed or rough graded according to the previously submitted design.) The developer's en2ineer needs to take the off-site drainage into account in their redesign. 12114/98 Still needed. This issue will need to be resolved by the City and the Developer. 1113/99 Stili needed. / S. Existing conditions drainage computations need to be submitted as part of the complete drainage plan subminal. In3/99 A complete set of computations needs to be submitted for each project 01" major revision. Hinformation exists from previous projects as referenced many times, then the items in the affected area should be resubmitted with this project. This allows all the information to be in one me, rather than multiple files. Additional Comments (12114/98) 1. The low floor levels for Block 2, Lot.~ 6, 7. 8. and 9 need to be at least one foot higher than the adjacent pond's 100 year flood elevation. 1/13/99 Item still needs to be addressed. If the developer want the low floor elevations to be lower than the adjacent 100-year flood elevation, then geotechnical support needs to be submitted. 2. The minimum low floor for Block 4, Lots 1.2, and 3 need to be placed on the drainage plan sheet. \ ) JAN-13-1999 11:09 651 292 0083 P.04/04 Chesterton Commons Fourth Addition January 13.1999 " Page 3 " ) 1113/99 Stated this item had been completed. TKDA was unable to find this information in the Lot Tabulation table on the drainage plan ShHt. 3, The following stnIctures do not meet minimum cover: CB 1 CB2 CB4 MH2 1/13/99 CD 1 and CD 4 will be catch basin manholes. Therefore, their minimum cover need to be the same as a manhole's, 2.6 feet. 4. Time of Concentration calculations were submitted for two of the areas, area 33 and 34, only. Please submit computations for the other areas. 1/13/99 A complete set of computations needs to be submitted for each project or major revision. If information exists from previous projects as referenced many times, then the items in the affected area should be resubmitted with this project. This allows aU th~ information to be in one file, rather than multiple , ) files. 5. Please submit curve number computatioos for all areas. Remember, in areas with ponds, the surface area for the dead storage has a curve number of 100. 1/13/99 Seeconnnentabov~ 6. The material for the culvert at Hanson Boulevard NW and IS4ill Avenue NW will need to meet Anoka County requirements. 1/13/99 This item has been addressed. 7. Approval will be needed from Coon Creek Watershed District before the City can give approval. 1/13/99 Item stiII needed. Andover's Stormwater Manaeement Plan calls for the approval by governing watershed district or water management organizations before plans can be appro\'ed be the City. SWH/swh \ ) TOTAL P.04 CITY OF ANDOVER REQUEST FOR COUNCIL ACTION " , DATE: Januarv 19.1999 ',_J AGENDA SECTION ORIGINATING DEPARTMENT Discussion Item Scott Erickson,Je Engineering ITEM NO. Accept Revised Feasibility Report/Order Plans and Specs/98-30/Chesterton Commons 4th Addition \b. The City Council is requested to approve the resolution accepting revised feasibility report, waiving public hearing, ordering improvement and directing preparation of plans and specifications for the improvement of Project 98-30 for sanitary sewer, watermain, street and storm sewer in the area of Chesterton Commons 4th Addition. This feasibility report has been prepared based upon the proposed commercial improvements at this location, If the commercial rezoning does not occur, the report will then need to be modified accordingly. . \ ' -,/ \ , ) CITY OF ANDOVER COUNTY OF ANOKA , STATE OF MINNESOTA ,_ J RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING REVISED FEASIBILITY STUDY, WAIVING PUBLIC HEARING AND DIRECTING PREPARATION OF PLANS AND SPECIFICATIONS FOR THE IMPROVEMENT OF PROJECT NO. 98-30 FOR - SANITARY SEWER. WATERMAIN. STREET AND STORM SEWER IN THE FOllOWING AREA CHESTERTON COMMONS 4TH ADDITION . WHEREAS, the City Council did on the 5th day of Januarv, 19 99, order the preparation of a revised feasibility study for the improvement; and WHEREAS, such revised feasibility study was prepared by MFRA and presented to the Council on the 19th day of Januarv . 19-.illl; and WHEREAS, the property owners have waived the right to a Public Hearing; and WHEREAS, the City Council has reviewed the revised feasibility study and declares the improvement feasible. for an estimated cost of $352.300.00 NOW, THEREFORE. BE IT RESOLVED by the City Council of the City of " Andover to hereby receive the revised feasibility report with an estimated total cost / of improvements of $ 352.300.00 waive the Public Hearing. BE IT FURTHER RESOLVED by the City Council to hereby direct the firm of MFRA to prepare the plans and specifications for such improvement project. BE IT FURTHER RESOLVED by the City Council to hereby require the developer to escrow for the sum of $ 60.000,00 with such payments to be made prior to commencement of work on the plans and specifications MOTION seconded by Councilmember and adopted by the City Council at a reQular meeting this 19th day of Januarv ,19-.illl. with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: J.E. McKelvey - Mayor j Victoria Volk - City Clerk / CITY OF ANDOVER REQUEST FOR COUNCIL ACTION " ) DATE: lanuarv 19. 1999 AGENDA SECTION ORIGINATING DEPARTMENT Discussion Planning ITEM NO. Approve Final Plat David L. Carlberg \ Cambridge Estates Community Development Director ~ . (Phase I/South Area) The City Council is requested by Cambridge Capital, Inc. to approve the resolution approving the final plat for the Cambridge Estates Development project (Phase I/South Area). The final plat is found to be in compliance with the preliminary plat. It is recommended that the final plat be approved subject to the following stipulations: 1. City Attorney presenting a favorable title opinion. 2. Security to cover legal, engineering, street sign and installation costs to be determined by the City Engineer. 3. The developer escrow for the uncompleted grading of this site which is to be determined by the City Engineer or if the site is completed, a letter from the developer's engineer that lots and streets are graded according to the grading plan submitted and approved or any , revisions thereof. 4. Street light costs to be paid to Connexus Energy. Costs to be determined by Connexus Energy. 5. The final plat not be signed by the Mayor and Clerk until there is an executed Development Contract, escrow paid (15% of the total costs for the improvements for the property {streets, utilities, etc.}) and a contract for the improvements awarded. 6. Receipt of all necessary drainage and utility easements, outside that plat if necessary. 7. Developer is responsible to obtain all permits from U.S. Army Corps of Engineers, DNR, LGU, CCWD, MPCA and any other agency that may be interested in the site. 8. Park Dedication as recommended by the Park & Recreation Commission as determined by Ordinance No. 10, Section 9.07. 9. Bikeway/walkway to be constructed along Hanson Blvd. NW. The developer shall pay 50% of the cost and the City shall pay 50% of the cost. 10. Contingent on staff review and approval for compliance with City ordinances, policies & guidelines. 11. Variances as listed on the attached resolution, approved as a part of the preliminary plat. 12. The final plat shall be recorded concurrently with the final plats of Chesterton Commons Second, Chesterton Commons Third and Chesterton Commons Fourth Additions within thirty (30) days of notification of the approval by the City Clerk. THE FINAL PLAT SHALL NOT BE RECORDED UNTIL ALL CONDITIONS HAVE BEEN , MET. ) I I COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R -99 , MOTION by Councilmember to adopt the following: / A RESOLUTION APPROVING THE FINAL PLAT OF THE DEVELOPMENT OF CAMBRIDGE ESTATES, AS BEING DEVELOPED BY CAMBRIDGE CAPITAL, INC. ,IN SECTIONS 14 & 23-32-24, Anoka County, Minnesota. WHEREAS, the City Council approved the preliminary plat of the Development of Cambridqe Estates ; and WHEREAS, the Developer has presented the final plat of Cambridqe Estates: and WHEREAS, the City Engineer has reviewed such plat for conformance with the preliminary plat; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby approve the final plat of Cambridqe Estates contingent upon receipt of the following: 1. The City Attorney presenting a favorable opinion. 2. Security to cover legal, engineering, street sign and installation costs as determined by the City Engineer. 3. The developer escrow for the uncompleted grading of the site which is to be determined by the City Engineer or if the site is completed, a letter from the developer's engineer that lots and streets are graded according to the ) grading plan submitted and approved by the City. , 4. The final plat not be signed by the Mayor and Clerk until there is an executed Development Contract, escrow paid (15% of the total costs for the improvements for the property {streets, utilities, etc.}) and a contract for the improvements awarded. 5. Street light costs to be paid to Connexus Energy. Costs to be determined by Connexus Energy. 6, Receipt of all necessary drainage and utility easements within and outside the plat if necessary, 7. Developer is responsible to obtain all permits from U.S, Army Corps of Engineers, DNR, LGU, CCWD, MPCA and any other agency that may be interested in the site. 8. Park dedication as recommended by the Park and Recreation Commission. 9. Bikeway/walkway to be constructed along Hanson Boulevard NW. Developer shall pay 50% of the cost and the City shall pay 50% of the cost. 10. Contingent on staff review and approval for compliance with City ordinances, polices & guidelines. 11. Variance to Ordinance No. 10, Section 9.06A1 for Lots 6 & 8, Block 2 as they do not meet the 100' buildabilty requirement. 12. Variances to Ordinance No. 10, Section 9.03G which requires the construction of temporary cul-de-sacs for the continuation of streets when , \ the length of the cul-de-sac exceeds 210' for 155th Avenue NWand Crane 'j Street NW. 13. Variances to Ordinance No.1 0, Section 9.03G for Eagle Street NW to exceed the maximum 500' cul-de-sac length by 24.6'. A variance to Ordinance No.8, Section 6.02 for Lot 7, Block 4, minimum lot , ; Page Two / Resolution Final Plat - Cambridge Estates January 19,1999 14. Variance to Ordinance No.1 0, Section 9.06F for the double frontage lots on Lots 1-3, Block 3. 15. The plat will not be developed fully until the plats to the south and north are developed. 16. The final plat shall be recorded concurrently with the final plats of Chesterton Commons Second, Chesterton Commons Third and Chesterton Commons Fourth Additions within thirty (30) days of notification of approval by the City Clerk. Adopted by the City Council of the City of Andover this 19th day of Januarv , 19 -.lliL. CITY OF ANDOVER ATTEST: , J.E, McKelvey - Mayor , Victoria Volk - City Clerk I / CITY OF ANDOVER REQUEST FOR COUNCIL ACTION ) DATE: Januarv 19,1999 / AGENDA SECTION ORIGINATING DEPARTMENT Discussion Item Scott Erickson,~~ Engineering ITEM NO. Accept Revised Feasibility Report/Order Plans and Specs/98-9/Cambridge Estates(Phase I/South Area) l/. The City Council is requested to approve the resolution accepting revised feasibility report, waiving public hearing, ordering improvement and directing preparation of plans and specifications for the improvement of Project 98-9 for sanitary sewer, watermain, street and storm sewer in the area of Cambridge Estates(Phase I/South Area). The feasibility report was updated to include any modifications to the improvements and to update the costs to current rates. , / \ I , -, CITY OF ANDOVER COUNTY OF ANOKA \ STATE OF MINNESOTA , , RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING REVISED FEASIBILITY STUDY, WAIVING PUBLIC HEARING AND DIRECTING PREPARATION OF PLANS AND SPECIFICATIONS FOR THE IMPROVEMENT OF PROJECT NO. 98-9 FOR - SANITARY SEWER. WATERMAIN. STREET AND STORM SEWER IN THE FOllOWING AREA CAMBRIDGE ESTATES (PHASE I/SOUTH AREA). WHEREAS, the City Council did on the 5th day of Januarv, 19 99 , order the preparation of a revised feasibility study for the improvement; and WHEREAS, such revised feasibility study was prepared by MFRA and presented to the Council on the 19th day of Januarv , 19..Jlli...; and WHEREAS, the property owners have waived the right to a Public Hearing; and WHEREAS, the City Council has reviewed the revised feasibility study and declares the improvement feasible, for an estimated cost of $618.800.00 NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of ) Andover to hereby receive the revised feasibility report with an estimated total cost of improvements of $ 618.800.00 waive the Public Hearing. BE IT FURTHER RESOLVED by the City Council to hereby direct the firm of MFRA to prepare the plans and specifications for such improvement project. BE IT FURTHER RESOLVED by the City Council to hereby require the developer to escrow for the sum of $ 92.820,00 with such payments to be made prior to commencement of work on the plans and specifications MOTION seconded by Councilmember and adopted by the City Council at a reQular meeting this 19th day of Januarv ,19..Jlli..., with Council members voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: J.E. McKelvey - Mayor '\ Victoria Volk - City Clerk I / CITY OF ANDOVER REQUEST FOR COUNCIL ACTION , DATE: Januarv 19.1999 , , J AGENDA SECTION ORiGINATING DEPARTMtT Discussion Item Scott Erickson, Engineering ITEM NO. Comprehensive Plan Discussion/Feasibility ReporU 1%:8-17/Bunker Lake Blvd. NW Sanitary Sewer Reconstruction I . Staff is currently preparing this item and it will be presented to the City Council at the meeting. " . / . '1 ',.1 CITY OF ANDOVER REQUEST FOR COUNCIL ACTION \ DATE:January 19, 1999 ,) AGENDA SECTION ORIGINATING DEPARTMENT Discussion Items City Clerk ~ ,~ ' ITEM NO. Signs for Snowmobiling/Round Lake Boulevard lq. Councilmember Grttel would like to discuss the placement of additional signs regarding snowmobiling along Round Lake Boulevard. Frank Stone estimates that one 24" x 24" sign would cost approximately $41.45 which includes labor and materials. , , / \ ,j CITY OF ANDOVER REQUEST FOR COUNCIL ACTION , ) DATE:January 19, 1999 AGENDA SECTION ORIGINATING DEPARTMENT Staff, Committees, Commissions City Clerk ITEM NO. tt Schedule Board of Review aD. The City Council is requested to schedule the Board of Review for 1999. Thursday, AprilS, 1999 is the best possible date as the meeting can be continued to the April 20th Council meeting if needed. The Board of Review must be concluded by April 30th. '- / \ ',-...J CITY OF ANDOVER REQUEST FOR COUNCIL ACTION \ ) DATE: January 19. 1999 AGENDA SECTION ORIGINATING DEPARTMENT Staff, Committees, Commissions 4! Todd Haas, Engineering ITEM NO. Review of Ordinance 10, Section 9.07/ Park Dedication Requirements dl. The City Council is requested to review the proposed amendments the Park and Recreation Commission is recommending to Ordinance 10, Section 9.07 in regard to park dedication requirements. Basically, the Commission would like to amend Section 9.07 (see attached) to require a unit charge depending on the type of development (single family, townhomes, apartments, etc.). " Attached is the proposed amendments by the Commission. , / If the City Council would like to proceed with the amendments, it will be necessary to make a motion to order a public hearing with the Planning and Zoning Commission on February 9, 1999. '\ , ,j - ~) classifications and concepts and changes in planning and - development concepts that relate to the development and usages to which the land may be put. 9.07.4 park and Recreation Commission Recommendation. The Park and Recreation Commission shall, in eadi' case, recommend to the City Council the total area and location of such land that the Commission feels should be so conveyed or dedicated within the development for park, playground, open space and public use purposes. 9.07.5 Cash Contribution in Lieu of Lands. In those instances where a cash contribution is to be made by the owners or developers in lieu of a conveyance or dedication of land for park, playground, open space or public use purposes, the Park and Recreation Commission shall recommend to the City Council the amount of cash said Commission feels should be so contributed. Such recommendation shall be based on the market value of the undeveloped land that would otherwise have been conveyed or dedicated. :nllV Iflf-S 9.07.6 Market Value of Lands. "Market Value" 1 for the purposes . kf 1#9 of this 0 inance shall be determined as of the time of th$,-- final '/I I plat wi thou I:: 'mprovements in accordance wi th th~wTn~g: ~ ,4 'Mat'D fg'r'.$. A. The Par and Recreation Commi n and owners or , developers may re mend as to mar value. "~! /088 B. The City Council, a Recreation e Commission's recomme tic may developer as to t market valil in this manne , then the market" an accredi appraiser chosen by tfi , Park and Recreation Commiss , at the expense of the owne r''', ,r develope r. Such appr 'sal shall be accepted by the City Councl'l and the owner 0 eveloper as being an accurate appraisal of "market value". (lON, 3-07-89) 9.07.7 Density and Open Space Requirements. Land area so conveyed or dedicated for park, open space and playground purposes may not be used by an owner or developer as an allowance for pu~poses of calculating the density requirements of the development as set out in the City zoning Ordinance. The land shall be in addition to, (except for 9.07.8), and not in lieu of, open space requirements for planned Unit Developments pursuant to the City zoning Ordinance. "~rr"N ~ 9.07.8 Where private open space for park ovided in a proposed non- 'W PrII./iP6P. residential space is to be privately owned t!.-A~(J and maintained by that non-residential development 1 ~. such areas may credit at the discretion of the City 1J'," ,..e- lo:e Council against of dedication for park and , ) recreation purp s, Council finds it is in the '-- public interes to do fo tandards are met: ~ page 18 CITY OF ANDOVER REQUEST FOR COUNCIL ACTION , I DATE: Januarv 19, 1999 AGENDA SECTION ORIGINATING DEPARTMENT Staff, Committees, Commissions Todd Haas, ~ ITEM NO. Parks Coordinator Appoint New Park and Recreation ~~_~mmission Members ;rx, The City Council is requested to appoint two (2) individuals from the interviews held earlier this evening to fill the vacancies that are available on the Park and Recreation Commission. These appointments are 3 year terms and will expire December 31, 2001. , I \ , ./ CITY OF ANDOVER REQUEST FOR COUNCIL ACTION 'I DATE: Januarv 19. 1999 , J AGENDA SECTION ORIGINATING DEPARTMENT Staff, Committees, Commissions Todd Haas,~ ITEM NO. Parks Coordinator Appoint Chair & Vice-Chairl Park and Recreation Commission c93, The City Council is requested to appoint a Chairman and Vice Chair to represent the Park and Recreation Commission for a one year term. AI Grabowski was Chairman and Dave Blackstad was Vice-Chair during 1998. As the City Council recalls, the reason for the rotation every year is to give individuals an opportunity to learn to run the meetings and be the commissions representative at other various meetings that they may be requested to attend. If the City Council wants to continue the rotation, Dave Blackstad would be the next as \ Chairman and Brian Barringer (if reappointed) would become Vice-Chair. " j \ ) CITY OF ANDOVER REQUEST FOR COUNCIL ACTION ) DATE: Januarv 19. 1999 ) AGENDA SECTION ORIGINATING DEPARTMENT Staff, Committees, Commissions .$ Todd Haas, ITEM NO. Parks Coordinator Schedule Special Joint Meeting with or~~k and Recreation Commission The City Council is requested to schedule a joint meeting with the Park and Recreation Commission. Potential dates would be as follows: . February 18, 1999 at 7:00 PM (Regular meeting of the Park and Recreation Commission) . March 4, 1999 at 7:00 PM (Regular meeting of the Park and Recreation Commission) There are still a number of items the Commission would like to discuss. These items will be , presented to the City Council once the final list of items has been prepared by the / Commission. '\ ) CITY OF ANDOVER REQUEST FOR COUNCIL ACTION , , , ') DATE: lanuarv 19. 1999 ~ AGENDA SECTION ORIGINATING DEPARTMENT Staff, Committees, Commissions Administration Richard Fursman ITEM NO. CX~, Schedule Workship/Strategic Planning Session REQUEST: The City Council is requested to consider having a lengthy workshop. .I ,:,) I I CITY OF ANDOVER REQUEST FOR COUNCIL ACTION , DATE: lanuary 19. 1999 , , AGENDA SECTION ORIGINATING DEPARTMENT Staff, Committee, Commission Planning ITEM NO. Accept Resignation David L. Carlberg Iro~ & Z Commissioner Community Development Director ( Mike Gamache The City Council is requested by Mike Gamache to accept his resignation from the Planning and Zoning Commission effective as of January 4, 1999 (letter attached). Mr. Gamche's term was to expire on December 31,1999. The City Council on December 15, 1998 appointed Bev Jovanovich as an alternate to the Commission. Ms. Jovanovich has accepted the position and will serve the rest of this year. The Council in the motion to accept Mr. Gamache's resignation may also want to officially appoint Ms. Jovanovich to the Commission to fulfill his term. .J ) I I January 4, 1999 RECEIVED \ , Mayor Jack McKelvey JAN 0 51999 Andover City Hall CITY 1685 Crosstown Blvd, NW OF ANDOVER Andover, MN 55304 Dear Mayor McKelvey, I am writing you to inform you that as of today, January 4, 1999 I am resigning my position on the Planning and Zoning Commission, I have enjoyed serving on the commission and appreciate your support along with the support of the Council, since my appointment two years ago, It has been an interesting two years, but I have concluded that I need more time for my family, One thing I learned during the last year was that it is very easy to spread ones self to thin and to forget what is important. My resignation from the P&Z will help balance my home life and give my wife Beth and I the time to enjoy our children and all the activities they are involved in, Thank you again for the opportunity and I know I will see many of you around 1S I continue my duties as President of the Andover Athletic Association and as a resident of our fine city, Sincerely, -;/~c1~'~ J / ~~e Gamache cc: City Council Dave Carlberg Planning and Zoning Commission \ / 2815 134TH AVE. NW ANDOVER. MN 55304 CITY OF ANDOVER REQUEST FOR COUNCIL ACTION , DA TE:---3anuarv 19. 1999 / AGENDA SECTION ORIGINATING DEPARTMENT Staff, Committee, Commission Community Development ITEM NO. Consider Reappointment of ED A Member David L. Carlberg Bill Hupp Community Development Director c9-I. The City Council is requested to consider the reappointment of Bill Hupp to the Economic Development Authority (EDA). Mr. Hupp was appointed to a one year term on September 2, 1997. If the Council chooses to reappoint Mr. Hupp to the EDA, the Council will need to determine what term he will serve. The Council may also wish to advertise the position and interview Mr. Hupp with any new candidates who make application. , -' \ I - , t @ CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE: January 19, 1999 AGENDA SECTION ORIGINATING DEPARTMENT APPROVED NO. FOR AGENDA Frank Stone - Public Works ITEM Superintendent B@ NO. Quotes to Refurbish Old Council Chamber~ . Attached for your information are the two quotes received for the refurbishing of the Old Council Chambers at City Hall and a letter from Ron Scott of our Building Maintenance Department. The total quotes are as follows: 1. JGC, INC. $3,282.08 10005 Goodhue Street NE Blaine, MN 55449 2. STORAGE EQUIPMENT, INC $2,924.23 1940 Fernbrook Lane Plymouth, MN 55447 Based upon this information and my confidence in Mr. Scott's expert opinion, I recommend that Mayor and Council accept the quote from JGC, Inc. for $3,282.08. By accepting this quote, we will receive a superior, more durable and visually pleasing product than offered by the other company. As always, we are aware that Mayor and Council reserves the right to reject any and all bids, and will award the bid in the best interest of the City. If you have questions or comments concerning this matter, please feel free to discuss them with me prior to the meeting. MOTION: SECOND: ,~ Andover Public Works J TO: Frank Stone - Public Works Division Superintendent FROM: Ron Scott - Building Maintenance Division DATE: Wednesday, January 13, 1999 SUBJECT: Quotes to Refurbish Old Council Chambers COpy: File Attached for your information are the two quotes received for the refurbishing of the Old Council Chambers at City Hall. The total quotes are as follows: ,l. JGC, INC. $3,282.08 '- ) 10005 Goodhue Street NE Blaine, MN 55449 2. STORAGE EQUIPMENT, INC $2,924.23 1940 Fernbrook Lane Plymouth, MN 55447 Frank, it is my recommendation that we accept the bid from JGC, Inc. for $3,282.08 for the following reasons. . The shelving is structurally more sound(12 ga. steel versus 14 ga.), though similar in appearance . The color choice of "putty" is visually more appealing in the City Hall environment than the battleship gray color offered by the other company (the only other color offered is dark blue) It is my professional opinion that the shelving offered by JGC, INC. is superior, and therefore more durable, than the shelving offered by Storage Equipment, Inc. Therefore, this will explain Storage Equipment's ability to offer the lowest bid on this quote. Thank you for the opportunity to present this information to you. If you have any questions regarding this information, please feel free to discuss them with me. \ attachment 'J RS::mn FILE: G:\WORD\ronscott\quote-ch.doc / Jl'iII-1J-d?3 10:47 FROl1 TO '7&7'319;:' P.Ol 10005 Goodhue Street NE · Blaine, MN 55449 Ph. (612) 780-7901 Fax (612) 780.7967 www.jgdnc.com INC. Company Name -J~L ~Ou, P1'-1;;'/u:'i I : ,'Jt... Company Address , OC'(I~ L ~Il- ',,-- J..,~ A1 ~ ,_-,1.....'_'."..;~ _ . / ,-, GI-AI,utS , M ill 5'"~.4 47 Contact Person _PAUL D/I-L Telephone # h 17-- ,!?o'" 7'1ci Fax # h ! 7.... ~ 7 P:o - jq b 7 \~:7P.f~I~ff; r. 30"0 X 69"W X l,QO. IS 1,031. .108" TALL 1 "8" UNITS 30"0 X 84"W X 7 108" TALL 2--~ B . tit( z.qf;.qC; 1 I "c" UNITS 30"0 X 36"W X 72" 5 TALL 112./h I I 111...10 2 "D" UNITS 30"0 X 36"W X 7 I . 10S" TALL lhl. W 1 I "E" UNITS 18"D X 42"W X 16 10S" TALL ?I,!J.DI 1 "F" UNITS 18"D X 69"W X ~ I 108" TALL TOTAL ~TERIALS QUOTE OTHER MISCELLANeOUS COSTS: (Please list below) . . . . . ..- -- . __-..0- - - - - - TO-OIL P.01 - ---.. ' - .' J ....: j . :: -' ~. - :.:' --.~: .. ~2.. -::: - . ~7::._'__C 7- 'I '"f- k.ccmc::cAT c;.-;: (l?:zc.c,4) -- - r";-I'" . ....-'::''':::: - '.- - 1 :c: 'f::e "- '. J 2~~ - IGc:'Yt X Z17~4" l- )< f01z" Hi&H :::":C "- ~ -t:2.3/,J'w x {cdl1.t- xlo'l2!.fli(d; :2,~::t.';~.- ~~ FAX COVE~SREET STORAGEEQU~NTm~ ,*DE.L{y~r - $?:/?~ 1940 FERN8ROOK LANE PL. YMOUTH. MN 55447 (/ N !3:::,-rcr-r:- 2- :;0--' (6f2j920.9415 C I FAX(6f2)941-841.-Z- H,4..f.-)(-- ~. Office focallon F~ /'IUf'!bfr 7~ )-l?t9CJ" pnoo.~mb.r O~ o RopIr ASAP '. 7 / T OIei ~"S. IflcJiJding COvtJ(': COIItrIENTS ......_..... ........ . .._..~.....".....'w........,...._.... . ....-................ _..~..... .. . .'-., .. ....~..~.............-... ..... ............. ...'..~..~..' ,.....-.' ...,.. .....'......,..,,-.~.._. ........~.._.............. .- ..............'.............. ... ..w....... ..'.." ..,.............'."...~"". ....'..~....... P' ...'.....-.,. .'..... ......._......-.. .,.-......- .~..,... ..".................... ...'........ ..~.._..- ..-..~............".. ...,,,..,......,,.,........,.....,............,,..........,,... f7;i'.::;:.....,,(~f ...OP[m...b....'..325)r........................~'ll..... '/"08"-:];,' ........... ........................ . '" .........,. ... ...T.,T.... ....o..x....~. .....x... .... .............~ .........................................Y1!.?.~..S8.f..........~.....~2;;q,74Z..&........"..1...("131. q t.f ..........".""..."".",.....".."........"..., ."""'" .."....... ............s"............",............._........ ......" .."......,~..." ". "........".... ......,.. .....'''.,..".........................-....................'.....................,..........."..".................,......".,,,................-...,...,..................,'......'...'''........................-.,................".."".........'..................-....,. ."CI....')=...._;/~.:,...Z;)...".'."-i...'.".............~r...................g4)/.,......"......../C1:SJ.'TA.u..- ............_.._.............. "..........,... fJ.L. "~'J'''' ....t::;l..,,)( . ..... ......>>-.....X.... ,................ ..:::.......::..:...::::.:::.~.:...:..:..~.::.:....~l.:.Z:::.?.1!!..f.~..::.:...:~:::~::~:.:::..::::.:..:.::.~:~~.~:~:::~.~:.::..:',.::~~~=~2 .88 .c.;'I'....)".;:."...7t'~1 .Op..TS2... "~,,......"..m.. .x;:i''iZ.''''.''.7mm...,'.....m..''...'' .i .- :::=::::::::_::_W,l.:5.,~R~;i::::::~'94~~.~:I~~ ~. 9~.o, .........................r.................M...............,........,...~.._.. ,.._,........................"................ ... n..........".._.._......_.. .-. .., ..,.......-..... ........'",.... ......~,......,....._.. ....................,...........,.............- C.......;).:;;....;7 . ..'''tr.DJJ....t.~..~=i..-''-?ii5~... .....". ..,,~/""'''''.''''.7CJ~/(T,L1 ..... .-:2.. . .,.. ...,.[;;;).."... "L" n'"'' ""1'''''' . ..D....)'.... -' . .~.....X...... ". ........ L- ::::.:...:"..::.::.~,,::::.::::::..:::...::..:...:~L..:Z::~.~1!l:~~:.......::::..:..:.:".::.:...::..~.!~Z::.:!::::..:.:~,~~...:..:.:..::.~.:~15.~ 0 , \ (I ) - /lF~'_Yf.J'T~J /8J(D'X.jl;W xI08~(TALl- \~ . !r(j~SHr~ - -!!#t!.J/~~.~I~~+Zog33~.2 (.' ) - //Pll UfYiT<2/ IBIID)(~~4W X /oel~-v.u- 'W!t-SHrS ~/B8~~' 100~ 1N3WdIJ03 3~VHOLS ZItS It6 Z19 YVd ZI:01 IHd 86/S1/Z1 CITY OF ANDOVER REQUEST FOR COUNCIL ACTION , DATE: Januarv 19.1999 , ) , AGENDA SECTION ORIGINATING DEPARTMENT Non-Discussion/Consent Item Scott Erickson~[ Engineering ITEM NO. Order Plans & SpecsfTraffic Signal/99-5/ ~q ~ay Street NW & Bunker Lake Boulevard NW The City Council is requested to approve the resolution ordering improvement and directing preparation of plans and specifications for the improvement of a traffic signal for Project 99-5, Jay Street NW & Bunker Lake Boulevard NW. The engineering firm of TKDA had previously prepared a traffic study for this intersection and will be submitting a signal justification report to MnDOT in order to allow us to use off-system state aid funds for this project. Short Elliott Hendrickson Inc. (SEH) will prepare the traffic signal plans and will incorporate \ this work with the County's Bunker Lake Boulevard project. , / The City Council is also requested to authorize staff to send a request to the Anoka County Highway Department requesting this item be incorporated into a joint powers agreement between the City and the County. ,) \ , ) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ORDERING IMPROVEMENT AND DIRECTING PREPARATION OF PLANS AND SPECIFICATIONS FOR THE IMPROVEMENT OF A TRAFFIC SIGNAL PROJECT NO. 99-5 FOR JAY STREET NW & BUNKER LAKE BOULEVARD NW. WHEREAS, the City Council is cognizant of the need for a traffic signal; and NOW, THEREFORE BE IT RESOLVED by the City Council to order the improvement of a traffic sional, for Project 99-5; and BE IT FURTHER RESOLVED by the City Council to hereby direct SEH to , prepare the plans and specifications for such improvement project. j MOTION seconded by Councilmember and adopted by the City Council at a reoular meeting this 19th day of Januarv ,19~, with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: J.E. McKelvey - Mayor Victoria Volk - City Clerk , I , / COU NTY OF ANOKA Public Services Division , HIGHWAY DEPARTMENT 1440 BUNKER LAKE BLVD. NW., ANDOVER, MINNESOTA 55304 (612) 862-4200 FAX (612) 862-4201 JANE K. PEMBLE, TRAFFIC ENGINEER DIRECT DIAL NUMBER (612) 862-4231 TRANSMITT AL RECEIVED Date: 12/31/98 ~~' - J ./1 4 J-';;I'''< ,~ ,.I J To: Scott Erickson City of Andover CITY OF ANnn~;":-f) 1685 Crosstown Blvd NW ._..~..:"'~-,' ~ :-"'~'~~-' Andover. MN 55304 Regarding: CSAH 1 t Jay St - TKDA Traffic Impact Study " J Item(s): No. Description 1 COpy of Memorandum of Review from SEH dated 12/11/98 Purpose: -X.. as you requested - review and return -X.. for your information - reply to sender - for your approval -X. other (see remarks) Remarks: Scott: We have reviewed Andoveris Traffic Impact Studv for Commercial Park Development which was completed by TKDA. We find the preparation of sianal plans. specifications and SJR's for this sianal construction acceptable to proceed. As previously indicated. since the traffic sianal is warranted based on proiected traffic. all costs for the desian. construction and maintenance of this sianal syStem will be the responsibility of the city of Andover. The city should send a written reauest to my attention formally reauestina the preparation of a ioint powers aareement between the city of Andover and Anoka County for the construction and onaoing maintenance of this sianal syStem. Call if questions. Jane Cc: Randy Barney, Traffic Services Supervisor - Signals Sue Mason. SEH " SAP 02-716-04105 Project File J , / .. Route file copy to Jon Olson, County Engineer and Lyndon Robjent, Assistant County Engineer Affirmative Action / Equal Opportunity Employer \ ) 3535 VADNAIS CENTER DRIVE, 200 SEH CENTER, ST. PAUL, MN 55110 612490-2000 800 325-2055 - . ARCHITECTURE . ENGINEERING . ENVIRONMENTAL . TRANSPORT A nON December 11, 1998 RE: Anoka County Traffic Impact Study Commercial Park Development SEH No. A-MSPTR9701.00 Ms. Jane Pemble i~uwq) County Traffic Engineer Anoka County Highway Department 1440 Bunker Lake Boulevard NW 1m f 4 19~R Andover, MN 55304 ANOKA COUNTY Dear Ms. Pemble: HIGHWAY DEPT IiJD D ~ . " We have reviewed the Traffic Impact Study for Commercial Park Development which was , completed for the City of Andover by TKDA. As part of the study, trip generation and distribution / was performed for the proposed development. Several intersections were also analyzed to detect any operation deficiencies and a traffic signal warrant analysis was performed for the intersection of Bunker Lake Boulevard (CSAH 116) and Jay Street. Trip Generation/Distribution The trip generation looked fme. There were no reductions made for pass-by or shared trips, meaning the volumes are conservative. I do have some questions regarding the directional distribution assumptions. The report shows that most of the trips (53 percent) are coming from the west and only 26 percent are coming from the north and east. The report states that the directional distribution was based on Traffic Analysis Zone (TAZ) data, ADT volumes, and turning movement counts. Based on the TAZ data for Andover (not including Ramsey or Coon Rapids) the majority of households (approximately 70 percent) are north and east of the site. The forecasted growth, both residential and employment, is also expected to occur north and east of the site. There is also retail competition along the Round Lake Boulevard corridor (west of the site). However, the existing turning movement data that was collected by TKDA during four hours of one day, indicated that 62 percent of the traffic went west from the Bunker Lake Boulevard/Jay Street intersection. Based on this limited information, it is difficult to predict exactly what will happen when the land '\ is developed. I would tend to assume more traffic would be attracted from the north and east J \ ~ SHORT ELLIOTT HENDRICKSON INC. MINNEAPOLiS, MN ST. CLOUD. MN CHIPPEWA FALLS, WI MADISON, WI LAKE COUNTY. IN EQUAL OPPORTUNITY EMPLOYER Ms. Jane Pemble December 11, 1998 , Page 2 , ) (Le. Crosstown Boulevard and Hanson Boulevard) because of the future residential growth and retail competition to the west. The turning movements that would be most affected by modifying the directional distribution (shifting vehicles from west of the site to north and east of the site) would be: . Westbound left turn at Bunker Lake Boulevard/Jay Street (volume increase) . Eastbound left turn at Bunker Lake Boulevard/Hanson Boulevard (volume increase) . Northbound left turn at Bunker Lake Boulevard/Jay Street (slight volume decrease) Left Turn Lanes Because of the potential increase in the two left turning volumes (eastbound at Hanson Boulevard and westbound at Jay Street) the left tUln bays should be analyzed for storage length. Tne redistribution of traffic would also shift traffic from the northbound left-turn lane to the northbound right-turn lane at Jay Street, which may result in improved operation. We performed a quick analysis of the two intersections with redistributed volumes. It was assumed that 15 percent of the trips originating west of Crosstown Boulevard would be redistributed. Five percent were added to trips originating from the north on Crosstown Boulevard and 10 percent were \ added to trips originating from the north on Hanson Boulevard. The intersection of Jay / StreetlBunker Lake Boulevard should not be impacted by this redistribution. The intersection of Hanson BoulevardlBunker Lake Boulevard, however, may see a significant increase in the eastbound left-turn volume (from 274 to 485), which would adversely affect the intersection, using current geometrics. The storage length between the intersection should be adequate to handle both the eastbound and westbound left turn lanes. It may, however, be beneficial to consider if the reconstruction of the intersection should include dual left-turn lanes for the eastbound to northbound left turn. Signal Analysis The TKDA Study included traffic signal operational analyses at the intersections of Bunker Lake Boulevard at Crosstown Boulevard, Jay Street and Hanson Boulevard. The analyses did not take into account that there would be protected-only left-turn phasing on Bunker Lake Boulevard and on Hanson Boulevard. Because of the protected phasing needed, the signal cycle length will increase, the delay will increase, and the overall Level-of-Service (LOS) will decrease. The LOS at Jay Street will go from a B to a C, the LOS at Hanson Boulevard will go from a C to a D, and the LOS at Crosstown Boulevard will go from a C to a D. Signal Coordination The intersections of Bunker Lake Boulevard at Hanson Boulevard and at Jay Street are approximately 1,300 feet apart. It is important to plan for signal coordination between the two '\ intersections. The cycle length of the two intersections will be controlled by the operation of Bunker \ ) Lake Boulevard and Hanson Boulevard. Ms. Jane Pemble December 11, 1998 \ Page 3 , I If you have any questions regarding the comments made, please feel free to call me at (651 )490-2122 or Glen Van Wormer at (651)490-2045. Very truly yours, Short Elliott Hendrickson Inc. ~1P~' Pamela Maki, P.E. Transportation Engineer sah c: Jon Olson, Anoka County Sue Mason, SEH Glen Van Wormer, SEH F:lprojects\mnlmsptrI970 1 \clpemble.dll. wpd , / \ , " j ) ~5eJ 3535 VADNAIS CENTER DRIVE, 200 SEH CENTER, ST. PAUL. MN 55110 612490-2000 800325-2055 \ -- ARCHITECTURE . ENGINEERING . ENVIRONMENTAL . TRANSPORTA nON December 28, 1998 RE: Andover, Minnesota CSAH 116 at Jay Street Traffic Signal System Design SEH No. P-ANDOV9903.00 Mr. Scott Erickson RECEIVED City Engineer City of Andover JAN - A 1999 1584 Crosstown Boulevard NW Andover, MN 55304 CITY OF ANDOVER Dear Scott: Short Elliott Hendrickson Inc. (SEH) appreciates the opportunity to submit this proposal to City of Andover to provide plans and technical specifications for the design of a traffic signal system at the intersection of CSAH 116 and Jay Street in the City of Andover, Minnesota. It is our understanding , that a signal justification report (SJR) is not part of the scope of work and is being provided by ) others. This letter proposal can be the basis for an agreement for the design of this signal system and all subsequent services. As part of the project, we have put together the following work program for performing the design of the signal system. Prepare Signal Plans and Specifications SEH can meet with your staff immediately following notice to proceed to determine exact details of the coordinated effort. Using road construction layouts already provided by the City and County, as well as a field review to supplement this information, we will put together a 1 :250 (metric) scale base layout for use in developing plan sheets. SEH will prepare a preliminary layout and phasing diagram for the City to review. After receiving comments from the City, SEH will prepare a final design. This design will be incorporated into final plan sheets (for insertion into the County's roadway plans) including intersection layout, field wiring diagram, and all required details. \ / SHORT ELLIOTT HENDRICKSON INC. MINNEAPOLIS, MN sr CLOUD, MN CHIPPEWA FALLS, WI MADISON, WI LAKE COUNTY. IN EQUAL OPPORTUNITY EMPLOYER Mr. Scott Erickson December 30, 1998 Page 2 , -- ) Specific items which should be included in the signal system design can be discussed with the City at our first meeting. The plan sheets will be signed by a registered civil engineer. The plans and specifications will meet all applicable requirements of the Minnesota Manual on Uniform Traffic Control Devices. the MnfDOT State Aid Standards, and all applicable state and local electrical codes. SEH will prepare technical specifications for the traffic signal, and prepare time and traffic control specifications. These will be provided camera-ready and on disk to the County so they can be combined with general specifications into complete bid documents. Bidding and Construction Assistance SEH will provide the City with a complete reproducible set of signal plans and technical specifications, which can be incorporated into County plans and bid documents for the reconstruction of CSAH 116. SEH will also be available for questions during the bidding process and for any necessary plan interpretation during construction. Schedule and Fees We propose beginning work immediately upon being notified to proceed on the design of the signal system. We anticipate the pre-design meeting and field review to be competed within two weeks of notification. The first preliminary layout can be provided to the City within two to four weeks , of receiving approval to proceed. , Final plans would begin immediately upon receiving the City's and County's comments on preliminary plans. Specifications will be prepared to coincide with the completion of final plan sheets. Final plans are anticipated to be completed approximately six to eight weeks after beginning the design. depending on review time. If needed, SEH can coordinate with the County to decrease required plan preparation time. The proposed work program includes plan sheets and special provisions. All work will be done based on a payroll cost times a multiplier 2.31 to provide for general overhead and profit, plus the actual cost of reimbursable expenses. The preparation of the traffic signal system design will be done on an hourly basis for a cost not -to- exceed $5,000 (except to exceed as otherwise approved by the City). We will work with the City to establish and meet schedules as required in a cost-effective manner. We appreciate the opportunity to provide the work stated above to the City of Andover. Feel free to contact me at 490-2018 or John Gray at 490-2073 if you have any questions or comments regarding the project. '. , J Mr. Scott Erickson December 30, 1998 Page 3 , .) -' If you are in agreement with the terms of this letter, please sign below and return one signed copy to us for our files. Sincerely, Short Elliott Hendrickson Inc. ~ ~/!f1-#vt 7rl11/~ Susan M. Mason , Project Manager Approved this day of , 1998 CITY OF ANDOVER By: sah , Enclosure c: John Gray - SEH F :\pmjects\ab\andn \.\I)t)(13\C\llTagrc:e. wpd , \ J CITY OF ANDOVER REQUEST FOR COUNCIL ACTION '\ DATE: lanuary t 9. t 999 , ./ AGENDA SECTION ORIGINATING DEPARTMENT Non-Discussion Administration Richard Fursman ITEM NO. Funding Community Center Study BD. REQUEST: The City Council is requested to review and approve the proposal as submitted by BWBR Architects for a study relative to a community center. The Mayors and Administrators of Ramsey, Anoka and Andover have been meeting to outline the parameters of the study. The study will develop a Project Overview, Market Analysis, Programming, Site Evaluation and Project Assessment for a shared community center project. The information in the study is designed to \ be used as a tri-city project or independently. The information will be useful if a particular city chooses - / to work independently. The proposed study is in response to direction received when the Council's of Ramsey, Andover and Anoka meet with the School District last year. The School District has expressed interest in the idea of leasing community center space ifbuilt. Funding: The submitted cost of the study of$18, 400 , is proposed to be divided equally into four parts, with each city and the School District taking a share. The source of funds for Andover's share has been identified in the left-over money from the 1998 contingency budget. I / \ , ~ ~ ~ -, --, - - -- BWBR Architects December 29. 1998 Mj. Richard Fursman Mr. Jim Norman City Manager City Manager City of Andover City of Ramsey 1685 Crosstown Boulevard NW 15153 Nowthen Boulevard NW Andover, MN 55304-2612 Ramsey, MN 55303-6197 Mr. Mark Nagel Mr. Roger Giroux Architecture. Interior Design City Manager School District # 11 City of Anoka Education SelVice Center 2015 First Avenue North 11299 Hanson Boulevard Anoka, MN 55303-2270 Coon Rapids, MN 55433 Re: Proposal for SelVices Feasibility Analysis Tri-Cities Community Center \ Dear Sirs: \ .I As you requested, we have prepared this detailed proposal for selVices to assist you in the first step of market analysis and feasibility study relative to a community center, to be tentatively jointly owned and operated by the cities of Andover, Anoka, and Ramsey, Minnesota. This proposal includes the selVices ofBWBR Architects and BallardoloKing and Associates. As you requested. we have expanded the project scope to include marketability analysis for each of the individual cities. As a point of clarification, BWBR will be responsible for overall coordination and management of services to be provided for this study. BWBR will also have primary responsibility in the areas of site analysis, facility component programming, and preliminary estimates of capital costs. Ballard *King and Associates will have primary responsibility, working through BWBR, for market analysis and preliminary estimates of operating expenses and revenues. SCOPE OF SERVICES Scope of selVices we will provide include the following: Develop Project Oveniew: . Establish project goals and timeframe . Identify constraints and parameters Market SiteJ1ocation , Mission and goals ) Sibley Street Suite 500 . Project initiation meeting with project team --....,c. Paul. \Iinnesota 55101 Project partners 6 I:' :.:.:. 370 I fa'( 61~ ~:!z ~qol , Tri-~ities Community Center , J Feasibility Analysis December 29, 1998- Page 2 Market Analysis: . Senice area identification . Demographic characteristics/community profile (for each city and total service area) Population/age range/income Businesses/schools Trends .. Review of existing facilities/programs/services (each city) Master plan/existing studies Organizational structure/wage scales Department policies and procedures Existing aquatic/recreation program statistics Demand for programs/services and facilities . Competitive market analysis (total service area) Alternative recreation/aquatic service providers Facilities and services offered Admission rates/attendance numbers . Comparison with national, regional and local participation statistics and trends NSGA standards Potential participation levels . Market segment determination and analysis / Determination of user groups Impact of user group needs on facility component listing Preliminary Programming: . Preliminary component recommendation Determine sizing and space allocation requirements Component relationships and interaction . Development of program statement . Development of bubble diagram of program components Preliminary Site Evaluation: . Identify possible sites . Site evaluation matrix Development requirements Acquisition issues Constructability Visibility Access for all three communities Community presence/impact \ / 29 December. 1998 BWBR Architects, Inc. 1O-29tricities.doc '\ Tri-Cities Community Center '. -. ) Feasibility Analysis December 29, 1998- Page 3 Preliminary Project Assessment/Summary Report: . Review of market analysis . Programming review . Preliminary estimate of capital costs . Preliminary estimate of operating expenses and revenues . Site recommendations . Determination of project market viability . Basic project recommendations Project deliverables will include fIfteen (15) copies of a summary report including market analysis, preliminary program, preliminary estimate of capital costs, operating expenses and revenues, site recommendations, market viability and overall project recommendation. As we stated in our meeting with you on October 22. we are available to begin work on this study approximately two weeks from the acceptance of this proposal and notification to proceed. Estimated time frame for completion is approximately 90 days from date of commencement. In our meeting with you we also discussed the need and timing for citizen participation / in this process. Again we see this as one of the necessary next steps once the preliminary feasibility study has been completed. At that time we would recommend implementation of a citizen participation plan, which may include a telephone survey to determine desired needs, and a series of public focus group project workshops. Additional next steps could include a more detailed analysis of an operational model, conceptual facility layout and design, and a detailed project capital cost estimate. Costs for the next step could range over a broad spectrum depending on the scope of services selected. It may also be dependent on the level of participation by each of the three cities based on the information provided in this initial feasibility analysis. COMPENSATION Compensation for Phase I Feasibility Analysis shall be a lump sum of Sixteen Thousand Dollars ($16,000). Reimbursable expenses are in addition to fees and include two (2) trips for Ken Ballard to the twin cities area, the cost of reproduction, long distance telephone calls, and necessary courier services. Ken Ballard's travel expenses will be billed at cost; all other reimbursable expenses will be billed at One and One-Tenth (1.1) times cost to BWBR. Total reimbursable expenses are estimated at Two Thousand Four Hundred Dollars ($2,400). This agreement may be terminated by either party upon seven (7) days written notice. In the event of termination, BWBR shall be compensated for all services performed prior to the termination date together with reimbursable expenses. \ .-j 29 December, 1998 BWBR Architects, Inc. 10-29tricities.doc " Tri-Cities Community Center , Feasibility Analysis , J December 29, 1998- Page 4 Because offactors beyond the control ofBWBR and the Owner, actual bids and negotiated construction costs may vary from such estimates of construction cost which we may prepare as a part ofthis study. Accordingly, BWBR does not warrant such estimates. If this proposal is acceptable, please sign and date on the space provided below and return one copy to us, retaining the other copy for your file. In closing let me say that BWBR and Ballard*King and Associates understand and are focused on the kind of information you win need to make key decisions with regard to this exciting project. We are committed to taking the time to listen to you and to include you as partners in the evaluation and feasibility study process. We look forward to working with you and thank you for your consideration ofBWBR If you have any questions on this proposal. please do not hesitate to contact me at 651/290-1953. Respectfully submitted. Accepted: BWBR ARCHITECTS, INC. CITY OF ANDOVER XV/V ~'K , \ , I Stephen P. Patrick, AlA Principal adb (Typed/Printed Name and Title) Date: '\ ./ 29 December, 1998 BWBR Architects, Inc. 10-29tricities.doc CITY OF ANDOVER REQUEST FOR COUNCIL ACTION , ) DATE Januarv 19. 1999 AGENDA SECTION ORIGINATING DEPARTMENT Non-Discussion Finance ~\"'<"".. Jean D. McGann IITEMNO.(~\. I Andover Lions Gambling Report BACKGROUND: At the January 5, 1999 City Council meeting, the Council requested a report on the Andover Lions Gambling to ensure compliance with Andover City Ordinance No. 98. Attached is an analysis of all income and expense for 1998 as well as a breakdown of contributions. This information is derived from the Monthly Lawful Gambling Activity Summary and Tax Return. This report is filed with the Minnesota Department of Revenue and is audited , , ,ach year be an independent auditing firm. Ordinance 98, section 4 (Profits from gambling devices), states that during any year an eligible organization is licensed to conduct gambling events, such organizaiton shall contribute ten (10%) percent ofthe net profits derived from lawful gambling to a fund administered and regulated by the City of Andover, without cost to such furld, for disbursements by Andover of the receipts for lawful purposed. During 1998, the Andover Lions showed a profit of $194,899.12 before contributions to various organizations. 10% of this profit amounts to $ 19,489.91. The Andover Lions donated $ 49,099.99 to the City of Andover in 1998. Based on this analysis, the Andover Lions are in compliance with Andover City Ordinance No. 98. In 1999 and future years, a gambling analysis report will be submitted to the City Council on a quarterly basis. Please contact me if you should have any questions. '( (I) ....I >< 0 0 0 0 0 00 0 0 lO lO CO CO CO en (I) 0 0 0 0 0 0 0 0 0 '<l: lO ...... CO 0 ~ " c; C') ci 0 C') ~ N ci CO t- lO ...... C"i 0> C') CO ) - CO O~ N ...... 0> CO CO lO 0> CO CO 0 0> CD '- 0 0> lO lO 0 CO CO C') CO C') C') 0> ...... N C') It) - ~ m m a5 ;:J ,Q N 0 C') t- C') t- O CO C') 0> ...... eo ~ lO C') ...... 0> ...... 0> ...... t- CO 0> N t- O> en 0> C/l ...... N C') 0> ...... ...... N ...... ~ ...... ...... ...... <( ~ ~ ~ ~ ~ ~ ~ ~ ~ t- ~ 0 0 0 0 0 0 0 0 0 0 0 0 CO CO ~ ...... 0 0 0 0 0 0 0 0 0 C') t- CO CO N ...... .,....: ci ci .,....: N ci C"i cO N Lri ~ r--: N ..; 0> ~I ...... 0> C') 0 0 C') ~ ~ 0 CO ~ CO CO C') t- ...... t- -- 0 0 0 0 N. ~- 0 CO. C') 0 N t- N. 0 N. lO u'i '" m ~ ...... t- ...... CO eo ...... t- lO CO ...... CO M -- t- C') ...... C') N CO ~ ...... N ...... ...... .... ...... ...... N ...... ...... ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 0 0 0 0 0 0 0 0 CO ~ N N ~ 0 0 0 0 0 0 0 0 0 0 C'! t- O CO CO CJ! i N ci 0 N C') Lri ci eo ~ CO Lri ...... C') ~ 0 t- O 0 t- O CO 0 eo eo t- O 0 N N CO eo lO lO CO 0> N 0 ...... CO. C') C') N t- O> M lO lO ...... N CO ci ...... 0 N ~ eo ~ ...... lO N CO l"'l N ~ C') CO ~ ...... N ...... ...... .... ...... N ...... ...... ~ ~ ~ ~ ~ ~ ~ ~ .,. 0 0 0 0 0 0 0 0 0 ...... 0> 0 ~1 0 en 0 0 0 0 0 0 0 0 0 0> 0 '<l: t- M CIl ~ lO 0 ci lO C') CO 0 oi <Ci Lri 0 CO N ....: CIl CO 0 ...... t- eo lO ~ t- O> t- N ~ N en CO. lO 0> 0 N C') 0> lO ~. 0> lO eo 0 "'" >- N '" N m N a5 ...... N CO ~ ...... C') CO iii iij 0> ~ C') lO C') 0> ~ ...... C') ...... .... C ...... N ...... ...... <Cco ~ ~ ~ ~ ~ ~ ~ ~ .,. _C1) eC1) 0 0 0 0 0 0 0 0 0 C') t- N eo 0 t- III Q)..... 0 0 0 0 0 0 0 0 0 ~ lO ~ ...... CO t- r:: E~ II C"i 0 ci C') ~ ...... 0 Lri cO 0 t- O> eo t- O; o Q) CO? lO 0 CO C') l"'l 0> N ~ CO t- ...... 0> 0 0 0 ~. lO lO lO 0 N t-. 0 ~ 0> lO 0 lO CO O!. .... .... .... ~ '" m ...,J .a Q) ...... ~ N CO 0> ...... lO lO t- lO ~ t- l"'l ~ t- eo C') N lO ...... C') ...... ...... .... \ en .c N N ...... N , Jiij E ~ ~ ~ ~ ~ ~ ~ ~ .,. o .- Q) "Cuu 0 0 0 0 0 0 0 0 0 0 ~ CO 0 0 e Q) 0 r:: III C j 0 0 0 0 C! 0 C! 0 0 0 0 C') C') t- M <C .:: - CO ci 0 <Ci lO ~ 0 0> t- ~ C"i ~ N <Ci cD 0> 0 ...... 0 0 t- ~ ...... eo CO 0 0> lO ~ It) u.. 0 ~. lO CO. CO 0 ~ t- N. l"'l ~. 0> 0 CO. t- .... C)CIl N 0> N ~ u'i N. ...... 0> lO ~ ci ~ ...... u'i iii e<C CO C') N ~ C') t- ~ ...... C') ...... ...... .... ...... N ...... ...... :c ~ ~ ~ ~ ~ ~ ,~ ~ .,. E III 0 0 0 0 0 0 0 0 0 lO lO 0 CO CO en C> 0 0 0 0 0 0 0 0 0 lO '<l: C'! lO t- CD j (D 0 ci CO cO ~ ci N ~ ~ 0> lO C"i cO 0 CO 0 ~ 0 ~ ~ CO lO lO N N 0 t- t- It) ~ lO 0> 0> ...... eo 0> 0> 0> lO ~ N CO 0 c't '" N N CO CO ~ ...... N lO N '" ~ ...... cO r- CO C') ...... ~ N t- ~ ...... C') ...... ...... .... ...... N ...... ...... ~ ~ ~ ~ ~ ~ ~ ~ ~ .,. In Ql X CIl III e In I- 0 Ql Ql In .. In ~ Ql ~ CIl c: .E i Ql In ,Q oS! In C- Ql c: .;: CIl In III Ql X .0 Ql - E In C/l Iii UJ Ql C- C 0 X 0 0 ~ - (I) Cl E X UJ 0 u C> Ql 0 - c: 0 III I- ~ -= , In E - In 0 :;::> U Ql CIl Ql CIl Ql - ~ c: U; ~ .<:: ... CIl 0 0 N In - Ql 0 - 0 Ql Iii 0 0 .;:: (/) 0 Ql Cl In - 0 - Iii (I) (/) c: '0 0- Ql 0 In C- c: c: => (/) CIl (I) Ql - '(ij N - 0 :;::> Ql .0 Ql Iii ,Q ID Iii Iii ID C- .;:: X .;:: Iii ~ C- - - .0 0- 'Qj Ql - CO 0 ) Ql (I) - Ql 0- '0 X In ;;:: III ~ 0 (/) ~ 0 :0 Ql UJ 0 l- I- 0 \ I- Ql I- Ql Ql I- Ql III C- Ql ... lE lE 0::: 0 ~ lJ.. N ~ Ql ::R 1ii :J "i:: CO .;:: .;:: III - - 0 - .<:: N en 0.11-10::: 0- I- 0::: Ql Ql <5 CIl z <i: z z en ....I 0 00 0 0 00 0 0 N co (00 (0 N >< 0 00 0 0 00 0 0 "": I!) I!) 0> V ... eri (0 00 (0 (0 MO en r-: N ..r C') .,- ll'i ai , ~I N o V (0 0 0(0 (0 0> 0> 0 (OV 0 en ) 0> I!) I!) 0> (0 co C') "" .,- v "" .,-(0 co co , 0 N r-:- 0 co co . ro N N 0> 0> I!) V ~ ~ .,- "" co .,- "" .,- 0.,- C') C') 0> C') VO> v en co "-.V (0. "". V .,- I!) .,- C') .,- ... 0> ::;E N N .,- N <( w w w w w tI) "" ~ .. 0 0 0 0 0 0 0 0 0 (OC') 0> ... .,- Gl 0 0 0 0 0 0 0 v (0 (OV 0 It) 0 0 , cO , cxi N 0 r-:M c:i .,- ..c 0 N .,- .,- 0> E .,- 0 .,- co 0 co N 0> C') "".,- 0> 'It 0> 0> 0 0> .,- I!) (0 N. (0 I!) 0>"" (0. co - Gl .n r-:- ci MO> a5 I!) U N C') C') I!) N N C') .,- Gl "" I!) N C') V co V N N .,- - C .,- N .,- .,- .,- W W W W W W tI) 0 0 0 0 0 00 0 0 0> .,- .,- co 0> N .. 0 0 0 0 0 00 0 0 N "" 0>0 0> t-: Gl C') 0 0 C') C') ~c:i ..r 0> 0 co O..r ..r M ..c .,- 0 0 .,- 0 00 0 0 0 0 0> N .,- en E 0 0 0 0 C') N. 0 I!) I!) .,- v_ a"" co Ul Gl cD I!) N M cD 0 .,- r-:- I!) (0 0> M(O m en > v v 0> .,- V I!) C') .,- .,- 0 .,- .,- .,- .,- Z w w w w w w tI) 0 0 0 0 0 0 0 0 0 0 0 C') C') (0 'It .!!! .. 0 0 0 0 0 0 0 0 0 (0 "": "" co I!) cq III Gl N 0 0 N 0> en 0 cxi v ..r 0> 0> co cxi 0 >- ..c (0 0 0 (0 C') N 0 (0 0> I!) C') 0> N N ... 0 .,- 0 0 .,- (0 v. 0 0 0 0 0 co co "" M iii - I!) 0 N r-:- ci C') .,- .n N (0 (0 C') C') "" a5 u c 0 (0 v 0 C') C') (0 v .,- N ... <Cco .,- N .,- .,- _en w w w w w w tI) Cen II) Ol.... 0 0 0 0 0 0 0 0> (0 co v "" E...: I .,- t: 0 0 0 0 0 0 0 C') (0 .,- I!) "" co o Ol C') co 0 , cxi N ll'i . r-: r-: C') 0 .,- .,- .,- ... .... ... '- N 0 N v I!) 0> C') N 0 (0 "" C') "" -J .l!l Ol co I!) C') "". 0 "" I!) "" co C') 0> C') 'It. \ en ..c ci (0 "" I!) C') ro ro v M C') ~ en '-.J n; E (0 C') 0> N C') I!) C') .,- N ... Ol .,- .,- .,- .,- 0'- 1:] g U W W W W W W tI) Ol t: C'Il C 0 0 0 0 0 0 0 "" C') .,- "" co It) oq: .!: .... 0 0 0 0 0 0 0 co .,- C') I!) co N I.l. 0 I ll'i 0 . ll'i ..r . ll'i 0 0 en M 0 M iii .,- C)1Il co 0 co "" 0> (0 N 0 .,- 0 (0 (0 It) c<C C') I!) co 0 v. I!) C') 0 C') 0> "" (0 CD I!) ci I!) ~ N cD 0> "" N C') v r: ::c co v N v C') "" v .,- C') N E .,- N .,- .,- C'Il W W W W W W tI) C) 0 0 0 0 0 0 0 N co .,- C') v ; 0 0 0 0 0 0 0 v I!) (0 I!) .,- ll'i 0 . ll'i ll'i (0 . ~ ..r M 0 r-: ..r N cO ~ v 0 v I!) N co (0 N v v C') co It) (0 0 (0 0 v. v .,- I!) (0. "" v .,- 'It "" "" v ci N N N "" v v I!) ai' co C') N I!) C') co v .,- N ... .,- N .,- .,- W W W W W W W tI) Ul Q) X III ctI C Ul I-- 0 Q) Q) Ul .. Ul ~ Q) :I CIl l::: $! 1 Q) Ul ..c Gl Ul a. Q) l::: .;: Gl Ul ni Q) x .c Q) - E Ul 11l ro LlJ Q) a. c 0 x 0 .;: 0 ~ .... en en E x LlJ (J U U C) Q) 0 ..... l::: 0 ctI ~ CIl C . Ul E - Ul 0 Cii u .. I-- Q) Gl Gl - Ul Q) CIl (l) - l::: Ul ~ ..c: .. C 0 0 N Ul ~ - Q) 0 - .2 Q) ro (,) (J .;:: Ul 0 Q) en Ul - 0 ro en Ul l::: 0- Ul a. ::J Ul Gl Q) - -c Q) () - 0 l::: l::: .c Q) ro ..c en Qi ro ro '(ij Qi N a. ~ Q) .;:: X .c 0- ';:: ro 'w Q) ctI a. - ctI - - \ (l) en - Q) 0- - ~ x Ul 0 It: , ctI ..c: 0 Ul ~ 0 (,) :a Q) LlJ Ci I-- I-- 0 '. ./ I-- ~ Q) I-- Q) Q) I-- Q) ctI a. Q) .. lE lE 0:: 0 ~ c.. N 3: Q) ::R Cii ::J .;:: ctI .;:: .;:: ctI - .Q - ..c: 0 en - 0- I-- 0:: 0- I-- 0:: Q) Q) <5 N Gl Z <( Z Z (f) ....I ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (f) ni ci ai ci 0 ci ci 1.0 ci ci 0 0 ci 0 0 0 0 ci 0 0 ci 0 0 0 ci 0 0 ci ci 0 0 ci 0 , - 0 0 0 0 0 0 (0 0 0 0 0 1.0 0 0 0 0 0 0 0 0 0 0 .... 0 0 0 0 0 0 0 0 1.0 / 0 0 ..... 1.0 1.0 0 0 0> N t- .... 1.0 (0 1.0 0 0 0 O. 0 .... 0 0 CO .... 1.0 1.0 CO 0 0 0 0 0 '<1'. - M - ;;.J ..c N t- .... .... .... .... .... .... .... N .... .... .... .... .... .... .... .... .... .... CO ::: 0> en ~ <( t- ~ 0 0 0 0 0 0 0 0 0 .... 0 0 0 0 0 0 0 0 0 .... c:i ci 0 0 ci ci ci ci ci 0> ~I 0> 0 0 0 0 0 0 0 0 1.0 - <It 0 0 0 0 0 0 0 '<1'. 1.0 .... M .... .... .... .... .... .... .... .... - .... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ c:i Lri ci 0 ci 0 0 0 ci 0 0 ci ci 0 0 (0 0 0 0 0 0 0 0 0 .... 0 0 0 10. 0> 1.0 o. 0 0 .... o. 0 co .... 1.0 1.0 co N N .... .... .... .... .... .... 0 0 0 0 0 0 III ~ ci ci 0 'iij 0 0 0 1.0 0 0 >- .... .... iG c <(co ..0'1 cO'l 0 0 0 III Q).... 0 0 0 s:: E~ !\ 0 ci 0 o Q) M III 0 0 1.0 C ....1.0 (0 .... -;u ... 0 .... ..,J .. Q) .. '. (I) ..c ::: JiG E ..c - Q) .;: 0'- - 'tl g u c 0 0 0 0 0 0 0 0 Q) 0 .... 0 0 0 0 0 0 0 s:: ra C 0 ~ , ai ci ci ci ci ci ci ci c::c.= - 0 0 0 0 0 0 0 0 l.L. 0 ..... 1.0 1.0 0 0 0 N N C)1Il .... .... .... .... C<( ..c <F)- E ra 0 C> 0 j 0 0 0 N <F)- 0> "C C ~ Gl :c 0- Gl E ro 0- m c.. >- ro ro Gl u U Z C> "C -" :0 0 ro ~ ~ u c > U Gl (/) 0 .... ro "C 'C - i > .s::: Qj C> I .... Gl <( Gl 0 ]Q ~ Gl U I (/) "C Gl - U .... 0 c E ~ Gl 0 E c .... >- :::J :::J ~ ro Gl 0 Gl 0 .E Gl 0 <( Gl <l:: E .Q 0- .s::: 0 ro ~ (f) u E a u .s::: - U u .s::: Gl m - '0 (/) ro ,S E U 'C .... u .s::: .... u c ro (/) 0 u -" >- Iii 0 0 ~ Gl- 0 ,Q c Gl (f) ro .... >- (f) (f) '0. c (/) "C (f) Gl I-U 0 "C E ~ 0 "C ..c ro c ..c c ~ .s::: >- U .... .!!1 0 c m Gl :.:i 0 .!!1 (/) >- ro - c c >-0> Ql 0- (/) :::J <( :::J (f) .s::: <( ~ m '<I' 0 m 0 .!!1 Gl Gl .... ro :::J c > .s::: Iii .s::: ,2> .... "C I U (/) '0 E E Gl .S 0 0 0 - u. - U ~ (0 , "C Gl 0 .E 0- -" .... Gl ro Gl 0 I (/) (/) :::J ~ >- c -;:: 0 0 E c c c .... C > E u ro '0 "C c.. U ~ 0 (/) -" C "C "C :::J , ro w ro (/) a (f) I '0 0 o Gl C (/) '0. '0. :::J (/) - 0 c <( .9 >- ro (/) - ro Gl '0 0 :5 3: 0- (/) ..c (/) :::J ro (/) c (/) U U II , .... :::J 0 ro ro .... :5 Gl :::J C -" 0 I U (/) Gl (f) C :::J 0 .... 'E c :::J >- I ro c 0:: 0:: .... C> ~ -" / 0 - .!!1 ro 0 ....I U Gl ~ Gl :> 0 ..c C> u ll= Gl 0 <( g .ri ffi U 0 .s::: c (f) ro ro <( - E :.:i :::J (f) 0- ~ .... U U 0- 0- <( -" 'C -" U. c c -" "C (/) Iii U E :g 'C U 0 ~c.. Z ~ 0 u :5 'm 0 0 0 0 ro (f) -" Gl Z (f) i;' :::J :c Z U .... ~ -" Gl '0. ro .... c .... 0 0 c > :;;: ro :::J Gl (f) ro Gl ....I Gl ro . .... ~ 0 c.. w Z --, C> c.. <( (f) U U <( c 0 a I ~ Z ::> m U ....I U ~ I- ~ >- 0 Z(f) If) ...J 0 en 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 >< 0 en 0 0 0 0 C! 0 0 C! 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C! 0 o 0 cri 0 ai c:i 0 c:i c:i 10 c:i c:i 0 c:i c:i 0 c:i c:i 0 0 c:i 0 0 0 c:i c:i 0 c:i c:i 0 c:i 0 c:i c:ic:i , ~I 0 en 0 0 0 0 <0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 .- 0 0 0 0 0 0 0 o 10 0 Cl_ IO 10 0 0 Ol N r-- .- 10 <0 10 0 0 10 0 0 .- O. 0 r-- .- 10 10 ex> O. 0 0 0 0 '<1'. J N en .- N N .- .0 .- .- .- C') 0 .- .- .- .- cD C"i N .- N .- .- .- ...J '<I' .- ex> Ol ~ <( r-- ~ .. Cl 0 0 0 .- Ql Cl 0 0 0 .- ..c 0 0 0 c:i Ol E Cl 0 0 0 Ol CO_ O 0 0 - Ql 10 U CD .- C"i .- .- Ql - .- C Cl 0 0 0 0 0 .. Cl 0 0 0 C! 0 Ql 0 c:i 0 0 0 0 ..c Cl 0 0 0 0 0 E ... 10 0 '<I' 0 0 Ql .; .- .- N .- > 0 Z Cl 0 0 0 .~ .. C! 0 0 0 Ul Ql Cl c:i c:i c:i ~ ..c Cl 0 0 0 0 C!. 10 10 0 III - on .- N .- e u <(CO 0 _en een II) Cl).... 0 0 0 E~ j Cl 0 t: III Cl 0 0 0 0 o Cl) CO? C 0 c:i 0 c:i 0 .... -;a ... 0 Cl 0 0 0 0 -.I _ Cl) :;:; C!. 0 0 10 0 \ en J:I :::l ... .- .- C"i .- /- E ..c ... - III Cl) .;: 0'- - "CUU c e Cl) 0 t: III C (.) en 0 0 0 <( .= - CC! 0 0 C! u.. 0 I Cl c:i c:i 0 C)Ul en 0 0 0 C<( Cl 0 0 0 0 .- .- .- :c ... E III Cl Cl 0 C! 0 Cl 0 ~ Cl 0 Cl 0 iii' .- OJ 'C C ~ aJ :0 0- aJ E ro 0- m 0- >. ro ro aJ ,!,1 U Z (!) 'C ~ 'C 0 ro ~ ro U c > U aJ III c!i 0 '- ro ~ 'C - i > .r:: Qj I '- aJ aJ 0 ~ l:! aJ U I (/) 'C aJ C U '- (5 c E ~ aJ ::J ::J ~ (5 E 0 aJ 0 '- aJ >. <( <l:: E .!,1 ro Q) .E 0 aJ 0- .r:: U 0 ro e:- If) U .r:: E '0 (3 U .- .r:: - U U aJ llJ - (/) ro .!: E 'C u c ~ (/) 0 U U ~ >. ro 0 0 aJ c aJ .r:: .- If) '0. c 'C aJ aJ- 0 .!,1 0 'C U If) ro 'C ..c >. If) (/) ..c If) +:: I-U E 0 ro c c ~ .r:: >. 'c U .. aJ (5 c '- llJ aJ ::J 0 2 (/) >. ro - c >.OJ Ql 0.. (/) <( :::l If) .r:: ~ llJ '<I' 0 llJ 0 2 aJ aJ ::J C > .r:: ro ::J .r:: .2' <( .- 'C I U '0 E '- ro aJ .!: 0 LL. ~ aJ (/) .E 0- E 0 0 - - U <0 , :g (5 ~ '- aJ ro aJ 0 I (/) (/) :::l >. -;:: 0 0 E c c c .- c c > E u ro '0 0- U ~ ~ 'C -0 , ~ W ro (/) (3 If) I '0 c 0 (/) c (/) '0. '0. ::> :::l (/) ro - '0 0 0 o aJ c <C 0 >. III (/) - III aJ '0 0 :5 ;: 0- (/) ..c (/) ::> III (/) c (/) U U II \ '- ::> 0 ro III U (/) '- :5 aJ >. ::> - c ~ 0 I c aJ If) c ::> 0 '- 'E c ::J , III c::: c::: '- (!) 0 ~ .:; / 0 - aJ III 0 ...J U aJ ro aJ :> 0 ..c (!) U "" [!! 0 <( III ..c III 0 III ro - .r:: If) 0- Q) I- U U 0.. .r:: c If) 'C ~ '- c c ~ -0 <( (/) - ::J ::> ~ !;! U 'C U (5 ~O- 0- <( ~ LL. ro U E Z ~ 0 U -;:: .~ 0 0 0 0 ro If) ~ aJ Z If) i5' ::> :.c Z U '- ~ ~ aJ '0. III c ..; 0 0 c > ...., III :::l aJ If) ro aJ ...J Q) III . ..; ~ (.) 0- W Z ...., (!) 0- <( If) U U <( c <( 0 a I ~ Z => llJ U ...J U ~ I- ~ >- 0 ZIf) en ..... ~l >< crj , , , , I , , , , . I , , , , , , I , , , , , , , . . , , , , , ; .... 0 -..... I .... .c co ~ 0> en :2: <( I'- ~ ..- ..- 0> ~I 0> - LO ..- - ..- ~ .!!.! ~ III >- 'iii c <(CIO 'C ....en Cen Gl Gl..... ~ III E ~ c ;:; II a Gl M c .... .... .... 0 .... S Gl (.) "en .c . J'iii E III C o .- Gl 0 ~ u u ;:; C Gl ~ c::nsc .c j c::(.!: - 'i: u.. 0 .... C CJIIl 0 .!: <( (.) .c E ns C) j '0 III Z. C .... ~ 0 c .c 0 :l ro .c :l 0 U -c .a ..:! 0 ~ e ro ~u U .c :l -c 0.. i .a ~ >. ~ .c 0 c: Q) Q) co ro Q) :l U 0 lJ) c: 0 0 III .c c: 0 0 +> lJ) .a lJ) .c C ~ 0 c co 0 E U Q) +> 0 co ~ 0 0 N (5 co +> 0 - -c Q) .... Q) lJ) III ..- co ~ .c lJ) l1l lJ) Qj c: 0 c: .~ 0 "t: en ::J 0 0:: Z E Q) .... Q) 0 :2: lJ) lJ) .c :l '0.. '0 0 co Cl lJ) u. :2: .c e ~ 'c :l >. <( Q) a. .5 .5 E .... :l E c: lJ) 0 lJ) a. 0.. :c c: 0 U >. E .c oi:l -'" :l III .... :l 0 >-~ -c u. 0 0 (3 0 en Qj 0 e ,Ql - 0 0 ..... Q) c: 0 E co 0 ~ <Il +> C III l1l 0 co >. Cl c: Z. Q) E ~ a. E l1l :c :c ~ > u Q) .... 0 .c -c Gl l1l Q) ~ U5 :c -'" Cl 0.. .c co co > E <Il >. E ~u <Il -c c: 0 N 0 -'" 0 ~ c: c: >. u. c: 5: >. -c 'c 1: 0 -'" 0 > :l -c 0 0 <( ~ :s: Q) Q) W I- ..- lJ) c: .... c: :l .e- 0 0 >. l1l Q) Q) 'C c: :l 0 , ::2 '0 <( 0 :l l1l 0 ~ 0 lJ) 0 u c: c: --, u c:2 " a. :l ~ ::J 0 0 :c u .c :l ~ c: l1l <Il Z Z u. c: 0 --, III Q) '2: c: 0.. - Cl 0 U <Il <Il ~ <( .8 -'" o <Il co Q) l1l III Q) l1l (9 :;::::; 0 , .c a. a. a. ~ u. l1l <Il > l1l <( 0 c en Q) l1l a. l1l -c .... l1l 0 - .c Q) .... -'" 0 -'" Q) ~ 'C 'C -'" Q) .s -'" c: 0 'C l1lU. a. ro E E E :Q I'- >. U. U U E .... <Il ~ Zz -'" 0 :l -c 0 -c co .a 'm 0 ,?; ~ 0 Q) -'" c c >. '0.. l1l Q) l1l l1l l1l :c :2: c: ~ c: c: 0 ..; U 0:: Q) :l ~ c: l1l c: 'C co 0 l1l 0 Q) ~:2: w :2: :c U u U U LO <( (9 <( <( en en <( <( :c U 0.. <( 0 U <( U. 0 I- en I- :2: (/) ...J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 >< 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ 0 0 0 0 0 0 0 0 (Ii ci 0 ci ci 0 ci ci ci 0 ui 0 ci ci ci 0 ci ci ci 0 0 0 ci ci 0 ci ci 0 0 ci ci 0 ci ~I ll) 0 0 0 0 0 0 0 0 t- o 0 0 ll) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ) t- o 0 0 0 0 o. 0 0 o. ll) 0 0 t- o 0 0 0 0 ll) 0 0 0 0 0 0 t- o 0 0 0 ll) ~...J , N ...... ...... N ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... N ...... N ...... ...... ...... ...... ...... ...... C'i ...... ...... ...... ...... 0() 0> ~ <( t- -:t: .. 0 ...... il 0 ...... 0 0> 0 0> ll) - ll) lJ ...... ...... CP - ...... C 0 0 0 .. 0 0 0 CP 0 ci ci ,Q 0 0 0 E 0 0 ll) CP ...... ...... > 0 Z 0 0 0 0 0 0 0 .!!! .. 0 0 0 0 0 0 ~ III CP ci 0 0 0 ci 0 0 >- .c 0 0 0 0 0 0 0 n; 0 0 0 t-. o. 0 0 0 - ...... ...... C') ...... ...... ...... ...... C lJ <(co 0 -0') cO') CP.... l/) E ~ i 0 0 0 0 0 0 aCPM 0 0 0 0 0 0 0 ci ci 0 0 0 -- ... ... 0 0 0 0 0 0 -.I .5 CP 0 ll) 0 0 0 0 \ en ..c . N . ...... ...... ...... ...... ...... , - E ... ,~ CP .g g U 'C CP CP t:lGC ::3 'c:t .!: - c 0 0 0 0 0 0 0 0 0 0 ~ 0 0 0 0 0 0 0 0 0 0 u.. 0 c ) ci ui ci ci ci ci ci ci ci ci C)1Il 0 ll) t- o 0 0 ll) 0 0 0 0 c<( 0 t- o ll) 0 0 t- o 0 0 ll) , ...... ...... ...... ...... ...... ...... ..c III E c 0 lG ~ C> ::3 ,Q 0 0 0 0 0 0 0 0 0 .;: 0 0 0 0 0 0 0 0 0 - ci ci ci ci ci ci ci ci ci c 0 ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ...... ...... ...... ...... ...... ...... ...... ...... ...... I 'u 1Il .?;- c: tl ::> c: .s::: 0 ::> ro .c ::> l:! 0 'C .c ::> 0 0 ro Ql () () .s::: ::> -c ~ i .c ~ 1Il >- U .s::: 0 c.. c: <0 ~ () 0 '" 0 Ql Ql ro Ql ::> c: 1Il U co '" .s::: .s::: c: 0 0 :;::; c: <0 U .c E c: ~ 0 :;::; 0 <0 ~ 0 N - () <0 Ql :;::; - -c Ql - Ql 1Il co 0 ...... 0 <0 ~ .s::: '" <0 0 1Il Qj c: U c: U U 't:: (/) :J 0 a::: z E Ql - ~ ,2 ~ 1Il 1Il .s::: ::> '0. '0 :~ U <0 g'''' ll. ~ .s::: 0 >- <( Ql 0- E - ~ ::> c: E ::> 1Il 0 1Il 0- c.. :c <3 c: 0 () .- >- E .s::: ~ ~ ::> co - ::> 0 c: >-~ -c ll. 0 0 (/) - 0 - U Ql c: 0 <0 0 ~co e ,~ 0 0 >- ...J E E 0 ..9,! 1Il :;::; c: <0 <0 Cl c: .?;- ~ ~ 0- Eco :::c :::c ~ () Ql - 0 .s::: -c Ql <0 ,2 Ql ~N Ci5 :::c ~ Cl c.. ~ .s::: <0 <0 c: E '" >- >- E ~() ll. 1Il c: ;: -c c: >- -c -c 0 0 ~ U U ~ > ::> -c c: 0 <( ~ ~ Ql Ql W c: ~ 1-...... '" c: - c: ::> 0- 0 0 0 >- <0 Ql Ql 'C c: ::> 0 , ~ 'u <( 0 ::> <0 0 <0 0 0 :c () c: --, () c:2 0- ::> 0 0 :::c 1Il () ::> c: c: Z Z ll. c: --, co Qj:J c: Cl ~ () 1Il <( ~ o 1Il ro 1Il 0 .;:: c.. - U 1Il (5 .E ~ , ro .s::: Ql ll. <0 > <0 ro <( 0 c: (/) Ql <0 co Ql ro -c ro U +:i 0 .s::: Ql - 0- 0- 0- ~ 1Il ~ 0- .s - ro roll. E E E ;g ~ >- o~ Ql ll. () () 'C 'C ~ Ql E ~ c: 0 - 1Il 'C 0- ~ ro t- o ::> -c 0 -c ro .c 'm 0 ,2: ~ 0 Ql ~ '2 c: >- ~ ~Z '0. ro Ql ro ro <0 .s::: ~ c: ~ c: c: 0 -' () a::: Ql ::> ~ c: 0 <0 c: 'C ro 0 ro 0 Ql ~~ W ~ :::c () () () () ll) <( t9 <(<( (/) (/) <( <( :::c () c.. <( () <( ll. 0 l- (/) I- ~ (/) ...J ~l 0 en >< .... M crj , , , , , , , , , ..t ..t , C() C() , 0 en on , N , - C() -' .c M on ex:> ~ Ol (/) ~ <( ... ... r-- ':'I: 0 ~ .... 0 .... 0 M Ol ~I on N Ol en. M. -- 1.C) .... .... .... .... -- .... ... ... 0 0' 0 .... iii ..t i .... en .... M ..; ~ .... ... ... 0 en C! M .!!! ~ 0 ....: 0 en UI on at >- N N iij .... e ... ... <CO _en 'C een Gl 0 .... CIl.... ~ 0 .... CI) E~ r:: 1\ 0 ai t: :;:; on on o CIl M r:: N CD .... .... ... 0 N Iti' ..,J oS CIl U .... -\ en JJ , ,iij E III I'" ... r:: ci .- CIl 0 -0(,)(,) :;:; 0 0 e CIl ~ .... N t: III C .c j ai ....: q; .: - 'i: 0 '<l' LL. 0 - on. CD. r:: C1U1 0 on en r:: ';: III ~ to Cl CO I c Cl -' C CO r-- ~ -0 - ::J ::J .!!l N .?:- III r:: CO 0 -0 0 C r:: 0 0 ~ D +> 0.. ::J Q) 0 CO C 0 0 '(3 0 U oI:l 19 c 0 CO ~ ~ LL. (/) :;:; (/) CO -0 e Ql 0 .. (/) E c > 0 c E CO .<:: (/) .....(/) ~ Gl Ql 0 ~ Q) .<:: ::J ::J (9 - 0 Ql ::J C .c ;:: (/) E Ql 0 ro 0 c Ql - Q) .;: ...J Ci (/) 0 ..... - 0 <{ ::J (/) (/) c LL. D ..... Q) l- (/) Q) c E - 0 Q) l!! 0 c E Q) l!!.?:- oI:l [jJ Q) e +> -0 .0 0 r:: - ::c 1:! ..5 ..... Cl -0 0 Q) C 0 ,~ > Q) C 0 ;;:: - Q) -0 C ..... a. 0.. Z C - (/) 0 ::c "0 ::J U e CO Q) CO -0 ~ 1:: CO 0 [jJ D ,e. 'c C 'C ~ Ql l!!-o LL. (/) C 0 -0 'C (9 ~ 0 CO >- CO :::l X ..... ..... ::c ,- 0 1::- ~ .<:: C <(0 r:: iii a.. \ "0 (9 0 .<:: en Q) (9 W Ql - Ql LL. 0 (/) :::l J C ;: 0 ::c 0 CO CO 'c Q) Ql CO - - , >- ()' C > > CO .<::LL. E~ -0 ..... LL. 0 Gl CO ~ ro Ql - C ro .~ 0 a.. 0 .'-' '5.0 Q) C !;! 0.'-' - LL. I- Z X >- Cl ..... 0 ~ r-- >- -0 -0 0 - (/) > Ql 'c g ,5 C3 Q) Q) 0 -0 Q) co ~ 0 "0 C 0 C C o :::l ~~ :::l 'C .<:: <( ~ e::: w ~ 0- D 1.C) e::: C <( => <( <( >-0 -, LL. 0 .!!l<( u: ...J en ~>< 00000000 al M ,00000000 al - m 00666000 ~ ~ , -I 0 0 0 0 0 0 0 1.0 al al , S 001.01.00000 - ~ ~ 0 ~~ ~~~~ M ~ ro ~ ~ ~ 0) - ::2 ~ ~ ~ !;;: ooooooOOIDOOOOOI.OOO 0 en .... oooooooocOooooorooo CD 0 ~ Gl ", ONNIDOOOOIDOO . . "l"'"".c OOLOOOOC'\l"l"'""N "l"'""N"l"'""C'\INvLO CD <0 0)0) E OONOOO M al -.. cu lOLO.,....OCOO 1'-.. co... LO (.) "l"'"" "l"'"" co m "l"'"" Q) M N ~ C - ~ ~ 00000000 0 ~ ~ 00000000 0 N ..eGl 06000666 ci ~ 00000001.0 ~ ~ E 001.01.00000 ~ ~ Q) "l"'"""l"'"" """"l"'"""l"'"""l"'"" m m > - - o z ~ ~ o (i) rn ... C! "C"": .- Gl 0 al ~ ..e 0 ~ ~ 0 ":. "1 m ~ m ~ C (.) .... - <t co 0 -~ -g ~ ~ C :I II) EQ) "': ,= 10M c:: "11""'"'" CD 0 .... o,SM 5..e ci ~ ''''illl'' uE 0 N _ _ G) 0 ~ \ CJ).c '.2! on on _ E If) N - \_ , ns I: CU -~ .- Q) 0 en o CJ CJ .- ~~ 'bCG) :; t::IlIC..e - .- ..... C ._ v. - ......... '-....0 b CC! <1 u. c-~ ~ al Cl~ 0:1 CD ~ c<t u ~ ~ :I - ~ ..e < N E ~ ~ III C) g ; ~ g ~ - 0 ~ :I - - . ~ ~ - ~ ~ If) '0 C el ro 5 .2 .5 0 CD u. c:: ~ Qi 0 C, 11l ,Q ..e (/) ~ -q- :J CO C') ro .~ I c:el -' c:COI'-- 11l '0 - o :>:> lJl N - "" lJl C .- 0 co"" ,- .Q '0 (5 c:.... C 0 ..... t.,- 0 ...... c: c.. :J Q) ._ () o(l ro c: - ro ro :> "" () 0 lJl '(3 .2 u ... UJ -roO ""C 0 1:.:. U. 0 ...... lil Q)lJlEa;>o 5 E.....!9{3 lJl~en ::I Gl Gl lJl 0 :> E oft '<::0 "' 0 ::I (9 _ ' c: ft, 11l :> ft, c: ..e == :J...JL.. VI '" L..L..COUQ)\U """-"'0 "'Ii: C 0 o(l Cl .!!! 13 en 5 u. Cl ~ .!'! c: E ~ {J 1:: a; E l!! ~ 1: ~ , :r:_"EWc:~.::;Clc:"E oa Q) c: oro>:r:owc 0;' 11l = ~ ~ - z - c: - lJl 0 ,- '0 :> 0 ro ,_ ro '0 Q) t:: c: 'C ro Co 0 "" W ft, lJl ~ U. Cl Co c: 0 ~ () .. "i:: L.. :J 0 :> co >. co :J X II1II::: W' L.. ...... 0- en ...... ) 'O(9(90>.<::enw(9W ~_~:r: u:gt::ro.!!!'1iia;~()5 (ij D.. ~ >- - :: >- () c::r: - c: > 0 > ro .<:: U. E > 'c '0 .... 11l ro u. '0 ~ x e ~ ~ ~ {} :: l'- ~.~ .g a. .g -5 "5.0 - ti Q) @ :g .~ ~ ...... u. I- Z .!!! w 0 '0 W ro 0::2 0 '0 c: () c: c: 0 ::I ro 11l > 'c .<:: c: c: -= () ~::2o::w::2D..ClI.O 0:: c: ~ => ~ ~ >-()~U.~U.()..!ll<(u.~ . . CITY OF ANDOVER '- ) COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE NO. 98 AN ORDINANCE REGULATING LAWFUL GAMBLING WITHIN THE CITY The City Council of the City of Andover does hereby ordain: Section 1. Adoption. Chapter 349 of the Minnesota Statutes is adopted by reference the same as if it were fully set forth herein. section 2. Organizations Eligible for Lawful Gambling License. An organization shall not be eligible to conduct lawful gambling ~n the City of Andover and shall not be eligible to receive a lawful gambling license from the Minnesota Charitable Gambling Control Board unless the organization meets all of the requirements imposed by State law and unless the organization meets at least one of the following , conditions: ,~ ) (a) The organization has at least fifteen (15) members that are residents of the City of Andover. Such organization must conduct regular meetings at least monthly and each person must attend not less ,than fifty (50% ) percent of all regularly scheduled meetings and pay dues annually in order to be considered a member of such organization for qualification under this ordinance; or (b) The physical site for the organization head- quarters or the registered business office of the organization is located within the City of Andover and has been located within the City for at least two ( 2 ) years immediately preceding the application for a license; or (c) The organization owns real property within the City of Andover and the lawful gambling is conducted on the property owned by the organization within the City; or (d) The physical site where the organization regularly holds its meetings and conducts its activities, / ) ,_/ -1- other than lawful gambling and fund raising, is in the City of Andover and has been located within \ ) the Ci:ty for -;t l.east two (~) years immediately . . preced~ng appl~cat~on for a l~cense; or Any organization which purports to meet one of ;the conditions set forth above, shall certify in writing on its application which condition or conditions are being met. Section 3. Expenditures for Lawful Purposes. During any year that an eligible organization is licensed to conduct gambling events, not less than fifty (50%) percent of its lawful purpose expenditures will be for lawful purposes conducted or located within the City of Andover trade area. The City of Andover trade area is defined as those areas within the City of Andover and each city continguous to Andover. A semi-annual report of the expenditures for lawful purposes within the trade area shall be provided to the City Clerk on or before July 2 and February 2 of each year after the date of the adoption of this ordinance. Section 4. Profits From Gambling Devices. During any year that an eligible organization is licensed to conduct gambling events, such organization shall " contribute ten (10%) percent of the net profits derived '<, ) from lawful gambling to a fund administered and regulated by the City of Andover, without cost to such fund, for disbursements by Andover of the receipts for lawful purposes. Section' 5. Gambling Tax. Pursuant to Minnesota Statute 349.212, gambling tax is hereby imposed of one-tenth of one (1/10%) percent of the gross receipts of each licensed organization from all lawful gambling less prizes actually paid out by the organization. Such tax shall be imposed and commenced to accrue as of September 1, 1991 and shall be payable at the office of the City Clerk of Andover, Minnesota, on October 2, 1991 and on the 2nd day of each month thereafter. Section 6. Records and Reports. All qualified organizations operating gambling devises in the City of Andover shall keep monthly financial records of same and provide such records to the City Clerk commencing September 2, 1991 and on the 2nd day of each month thereafter. Because of delays in receiving bank statements, the said records shall be submitted by the 2nd day of the second month following the reportable month. As an example, the September records are due on , '. November 2, 1991. , ) -2- , Section 7. Background Information. Copy of all ~ applications and reports required by and submitted to <. ~ the Minnesota Charitable Gambling Control Board shall , also be submitted to the City Clerk of the City of Andover within seven (7) days after they are submitted to said Board. Section 8. Limitation of Gambling Licenses. No organization shall be permitted to conduct gambling in more than three (3) establishments within the City of Andover. As to organizations who are presently licensed to conduct gambling in more than three (3 ) establishments, this limitation shall apply upon the expiration of such licenses that are in excess thereof. Further, only one (1) organization shall be permitted to operate or sell lawful gambling devices at an owned or leased establishment. Section 9. Management. All gambling operations must be managed by a bona fide member of the licensed organization. Section 10. Disapproval. Nothing contained in this ordnance shall be deemed to limit the City Council's authority to disapprove a license for lawful gambling. Section 11. Penalty. Any person violating any of the ) provisions of this ordinance shall be guilty of a \ / misdemeanor. Effective Date of Ordinance. This ordinance shall take effect and be .in full force after its passage and publication as provided by law. Adopted this 20-::h day of August , 19 91 . 00 ~ ' , i I (0 G ~ayor . ATTEST: ~f~. Clerk \ '-J -3- --"-. CITY OF ANDOVER ,-J COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE NO. 98A AN ORDINANCE AMENDING ORDINANCE NO, 98, REGULATING LAWFUL GAMBLING WITH THE CITY OF ANDOVER. The City Council of the City of Andover does hereby ordain: Ordinance 98 is amended as follows: Section 5. Gambling Tax. Pursuant to Minnesota Statute 349.212, gambling tax is hereby imposed of one-tenth of one (1/10%) percent of the gross receipts of each licensed organization from all lawful gambling less prizes actually paid out by the organization. Such tax shall be imposed and commenced to accrue as of September 1, 1991 and shall be payable at the office of the City Clerk of Andover, Minnesota, on October 2, 1991 and-on-th€-2nd-Qaref-ea<:h-mm~.ththe.r€aIt& on or before Tulv 2 and Februarv 2 of each year thereafter. - , Section 6. Records and Reports. All qualified organizations operating gambling '- / devices in the City of Andover shall keep monthly financial records of same and provide such records to the City Clerk commencing September 2, 1991 and eR the-2Rd-day-ef-ead'l.-ffieRth-thereafter on or before Tulv 2 and Februarv 2 of each vear thereafter. Adopted by the City Council of the City of Andover this 20th day of February, 1996. CITY OF ANDOVER Attest: j2. t. ll!v ?t-'7 ei.E. McKelvey - Mayor dd-~ dv-r!U Victoria V olk - City Clerk ..-" . ) '---, CITY OF ANDOVER REQUEST FOR COUNCIL ACTION , ) ,--.... DATE:January 19, 1999 AGENDA SECTION ORIGINATING DEPARTMENT Staff, Committees, Commissions City Clerk ITEM NO. ~.L I. ~~e New Postage Meter The postage meter that the city currently leases became obsolete as of December 31, 1998. Because we still have postage in the meter we can use it but then we can't have it refilled. Three bids were received for a new postage meter frorn Neo-Post, Pitney Bowes and American Mailing Machines. A cornparison of the products proposed is attached for your review. Staff recommends the bid frorn Pitney Bowes for the E500 machine with a lease rate of $107.00 , per rnonth. This includes rate changes, resets and the meter rental. , / A maintenance contract would cost $156.00 per year. However, the equiprnent has a 90 day parts and labor warranty and we could wait until that time is over before beginning a maintenance contract. In the time that I have worked here, we have never had a rnaintenance call on the Pitney Bowes rnachine that we currently are using or the one prior to that. If Council has any questions prior to the meeting, please call me, '\ ~ ~I W 3 itl~ 0 Olio ;;;1 I~I ! en ' en ;:E;:O :s:: :S::I:S:: "'OI:S:: ~18 W 0 CD 0 '0, gJ 1 0 ...... W 2l. CD O'W C W o CD 0 3 :T' 0 0 3 3 =l CD (jj ::J -, o 0 , ::rc.~co o c- - CD _::J :T;!. CD c 0 0 W () ..., :T- S' - 0 ::E ::J CD - _CD W ::J / -<~ :T 0 ::J ~I ::J :T ;:0 '< ::J - CD 0 ::J _, CD => CD - 1- -<:w CD :s::gJ C/) CD N::J . stCr~ ::J = C/) :s:: :T CD -j 7'CO C CD CD co ::J C/) ~CD~W 3 0- W co CD CD 0 "'0,< o 0 3 ::J WI W CD - (jjCD ::J. \:J -3wen C/) o W C-C- W C C/)' C/) ..., () o CD 3'0 1if I e;!, co c= CD'< it CD CD CD '0 W :-' ~ 0 , ;:00 < - -'. ;!. 0 I CD ::J W S!. CD ;:; ::J - I~ - ~I~ CD )>= c I OJ C- -, I 7 =::J CD 'CD col ~ C/) ; 0 'co - , . i I m ...... ....., ...... ....., CO ~I~ ~ (J) , ::J ...... ...... N ....., 0 :s:: co ~Ia, "" N 0- en 1 iil en]"" 0 OJ W OJ 1 i 5.1 0, w , '< ? "'0 ...... C/) N Z I ::J ...... ::J C/) - W r CD CD C/) CD - '0 CD CO ()I 0 I ~;;;- ~!!l. W ;::I. CD " , , en -, "" X C/) ~ 0 "'0 I "" ~ en 3 - ...... 0 ,- '0 CD C/) W CD - 1 1 13 0 31g C- "" ..., w I I ,01C/) 0 - 0 ,en '< CO 1 1 I c/)' C/):T ..., I H 1:1. ....., CD CO I I en W en 1 ..., I C CD ::J ~ ~ ~ ~ m ~ I ![t ~I en I 1 0 ; I () !!' 16-1...... 0 "'0 ...... ;:;: 0, 3 C/) ~ en ::J CD ::J 1 CD IOJ . en '< :J, coi- 0 " I CD' -'ICD10 IOJ I Ig, CDg.15 I 0 N ,0 I '0 !::E I g ::J W ..., N I I CD CO ' CD c lii~3 en I....., ..., en C/) 0 ~ '...... '< en ,"'0 I I - CD 0 . CD " (J) I~ 9: 18 en ~w ,W 0 I"" 0 :T , /cg CD I I Ii' CD ::J I~ I m CD ~ ~ ~ - ...... I ,~ 12.1 en ...... i I ! 1 ...... 1_ c 0 C/) 0- j "'0 I - CD...... I ;:;: 3 C/) w '...... 1 ::J ::J CD I.., (\.) I~ CD ::J I _im 0 I i '< ~I ~'ro a ! " I !OJ , ..., 0 '0 I 0 w 0 CD :T CD ::E I c I;:; W ..., N '0 Cxl CD' C ::J 3 en ,""" CD "" C/) e:!. ..., I co 0 co ,...... ...... I I CD 0 " en I' ' EI 0- I 0- W 3 I I gJ I CD ...... '< N CD I C/) 0 C/) ..., I OJ 6' 1'< :s::~ '0 en W W I CD ...... , ;::I. " ::J I (jjo C/) 0 1"1 :s:: - I ""%1 iil '0 W' W i c- OJ "" CD co I C/) 0 en N ..., OOJ S' - ..., " ....., " '< ' en co W ~ CD 0...... X 0 0 W ON en ..., , I I (j) CD S. CO ~~1 I::J. ~ I)> i (t) :J I g, "" 10 en 0- I 1- 3' 3'liiC 0 I~I I la w CD 1 - 0- "" w. CD "2- , CD ..., ::J C/) , 0- en 6' '< 3 c '0 I -. 0 W C/) W I ::J 0 N ,::J CD - ;::I. ':s:: - W I '0 '0 co CD XI C/) OJ' ..., CD I - 6' w ~I C) ..., iil ~I ..., !'J,g:: I I I Ig CD '< ::J CD 81wl W co I ..., CITY OF ANDOVER REQUEST FOR COUNCIL ACTION :. ) DATE: Januarv 19,1999 AGENDA SECTION ORIGINATING DEPARTMENT Non-Discussion/Consent Item Todd J. Haas, ~ Engineering ITEM NO. Reduce Escrow/Site ImprovemenU The Farmstead 33, The City Council is requested to reduce the development contract cash escrow (site improvement) for The Farmstead. Amount Reduce Available To Reduction The Farmstead $41,400.00 $6,900.00 $34,500.00 Staff has reviewed this and recommends approval. '. / ,) , applicable statutes, codes and ordinances of the City. The Work includes all on-site I , - , / exterior amenities as shown on the approved Plans and as required by the plan approval. such as, but not limited to: landscaping. private driveways, parking areas, storm drainage systems, water mains, sanitary sewers, hydrants, curbing, lighting, fencing, fire lanesi sidewalks. trails, outside trash disposal enclosures, site grading, tree preservation work and erosion control measures. COST ESTIMATES The Developer shall provide the City with a written estimate of all applicable costs of the Work, itemized by type; the estimates shall be based upon the actual estimates provided by the contractors who are to do the Work. Said cost estimates shall be reviewed by the City, and the City shall establish the actual amount of the financial guarantee. \ Cost of Developer's Improvements, description and completion dates are as .. \.~ - / follows: Date to be Descriotion of Imorovements Estimated Costs Comoleted 1. Construction of Orchid Street Cul-de-sac $ 8,000.00 ~o JI 2. Erosion Control ./ $ 1,500.00 5"()O 3. Street Maintenance $ -l,000.00- atoo 4. Lot Stakes /$ 500.00 5. Dead & Diseased Tree Removal .,/ $ 1iOOO.00 "'co 6. Bikeway/Walkway trail along Bunker II C6ei~~~sed ) Lake Boulevard $ 6,500.00 0 7. Center Median and Street Repair $ 3,000.00 8. Trunk Watermain $ 2,500.00 11,:. ~ Administration (15%) $3,GOO.OO !Jot:> , ) - -2- " , } ti- - ~ Total Estimated Cost of Developer Improvements $27iGOO.Oe> '7boo Security Requirement (150%) tJi $i 1,460.00- ibcroo GUARANTEE 1. Faithful Performance of Construction Contracts and Letters of Credit. The Developer will fully and faithfully comply with all terms and conditions of any and all contracts entered into by the Developer for the installation and construction of all Developer's improvements and hereby guarantees the workmanship and materials for a period of one year following the City's final acceptance of the Developer's improvements. Concurrently with the execution hereof by the Developer, the Developer will furnish to, and at all times thereafter maintain with the Cityi a cash deposit, certified checki or Irrevocable Letter of Credit, based on one hundred fifty , (150%) percent of the total estimated cost of Developer's improvements. An " ) Irrevocable Letter of Credit shall be for the exclusive use and benefit of the City of Andover and shall state thereon that the same is issued to guarantee and assure performance by the Developer of all the terms and conditions of this Site Improvement Performance Agreement and construction of all required improvements in accordance with the ordinances and specifications of the City. The City reserves the right to draw, in whole or in part, on any portion of the Irrevocable Letter of Credit for the purpose of guaranteeing the terms and conditions of this Agreement. The Irrevocable Letter of Credit shall be renewed or replaced by not later than thirty (30) days prior to its expiration with a like letter. 2. Reduction of Escrow Guarantee. The Developer may request reduction of the Letter of Credit, or cash deposit based on prepayment or the value of the \ completed improvements at the time of the requested reduction, Any reduction in the \ J - Letters of Credit for utility and street improvements must be accompanied by a -3- CITY OF ANDOVER REQUEST FOR COUNCIL ACTION . , ) \ DATE: Januarv 19. 1999 -j AGENDA SECTION ORIGINATING DEPARTMENT Non-Discussion/Consent Item Todd Haas, -# Engineering ITEM NO. Reduce Escrow/Feasibility Report/97 -35fThe Farmstead fA. The City Council has been requested to reduce the escrow of $1,000 for the feasibility report for The Farmstead, Project 97-35. The release of the escrow is recommended for approval. J - , , , J - , 01., ~2/1999 14:49 6124909145 SII-EDI-SHP PAGE 02 -. ~- - "'T'1vz-. .r;......W'>-tnc..d, \f> IruwvaJiolls in - Cf7- 3s- Senior Living CcmmU1lities SENIOR HOUSING PARTNERS January 12, 1999 Todd Haas City of Andover 1685 Crosstown Blvd. Andover, MN 55304 Dear Mr. Haas, This letter is to request an escrow reduction for the Farmstead Project related to the Site Improvement Performance Agreement. Per our discussion the escrow will be reduced to $6,900. ~ [;urther. we are requesting the escrow for the feasibility study be returned to Presbyterian Homes Housing and Assisted Living as we discussed , , Thank you for you assistance and please feel free to call me with any questions. Sincerely, ~ JIt. ;;trrtt' ~ ohn Mehrkens Developer . , , , -./ 2343 RIce: Srrc:et: . Suite 240 l' 51- Palll, Minnesota... 55113 . www,seniotpartnm;.com... (651) 490-9126... Fax (651) 486-6430... 800-891-9126 CITY OF ANDOVER REQUEST FOR COUNCIL ACTION " DATE: Januarv 19, 1999 '- ) AGENDA SECTION ORIGINATING DEPARTMENT Non-Discussion/Consent Item Todd Haas, ~ Engineering ITEM NO. Approve Quotes/Landscape Anchor BlocksNarious Parks 35, The City Council is requested to approve the quotes for landscaping blocks for various parks located throughout the City. Attached are the quotes for your review. This will be paid from the 1998 Park Capital Improvement Budget. , , J ,) I * Block Quotes * · Ancher Diamond, three way split wall system. Central Landscape; $ 4.00 per block Shielys Elk River; $ 4.69 per block Menards: $ 4.88 per block · Anchor Cap Blocks. Central Landscape; $ 3.05 Shielys Elk River; $ 3.79 , Menards; N.A. The blocks I ordered from Central Landscape are rated at 60 inches. The blocks from Shielys were rated at 48 inches. Menards had no idea what rating they had. We also have some of Centrals block in stock. --r~IlJc S , /C'e,-,,~ \ J CITY OF ANDOVER REQUEST FOR COUNCIL ACTION , , DATE: Januarv 19, 1999 \_) AGENDA SECTION ORIGINATING DEPARTMENT Non-Discussion/Consent Item Scott Erickson~ Engineering ITEM NO. Approve No Parking Resolution/Orchid Street NW J~ ~Ul-de-sac (Behind the Farmstead) The City Council is requested to approve the resolution designating no parking within the Orchid Street NW cul-de-sac just south of 138th Avenue NW (behind The Farmstead), , , '- -.... I / ~'\ \. ) , \ , J -. CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES, NO. A RESOLUTION DESIGNATING NO PARKING WITHIN THE ORCHID STREET NW CUL-DE-SAC JUST SOUTH OF 138TH AVENUE NW (BEHIND THE FARMSTEAD). WHEREAS, the City Council is cognizant of the public nuisance, traffic hazard, congestion; and WHEREAS, the Council believes restricting the parking in the area will be a solution to a potential problem. NOW, THEREFORE BE IT RESOLVED by the City Council of Andover that there be no parking within the Orchid Street NW cul-de-sac just south of 138th Avenue NW (behind The Farmstead). , I Adopted by the City Council of the City of Andover this 19th day of Januarv , 19 99. ATTEST: J.E. McKelvey - Mayor Victoria Volk - City Clerk ~J 3;iJr' J<f.L."'/;' . -d~ LAKEf!.D,E~J' I ' h' -0' ~i~~~' I ' I :'/2 - ;;t..'.'.""*;:'.~~<<;1'ii-:;iit-.'} ~.l;~s:;,.'i.;'~.(?'"("".A"'::;.;.:'" J ~.~ '~I ,2 ~~"'.J Z (~. ~ 7 ~ . I . ~ '. -;~~l~';'t;:'U?;;ftt~:i~'':''-'~-M'~~jiJ~~~.~'.:\}~-tS'.~~- ~~~ :., ~ E~TATES ~' . ", / J;' I ~~~LEC ~ ~~~~;~\';:,~!~~'*\~~t['trri{;~: .:,~ J. 12 11---' -!:~' I : /2~. .. ~ 4 E~[Ar;S ~?f.~~'{$li,:,.1,4..~ "; ';~~~~:~J:;:f:~'~;'~';_::.;:~ ~J. ':, . ," ,... 'I 'i., , '1'" ~ ~ ;;;;.z ~l"'!~',~","'" ~"'<t;;'.:'l"iP'.""""'~ J \. .., ~ I ~ ~... :'\ ~: ~ \ ~' '\'!'-+"'. "',.:y:J;-/\J-(',:>;'_."~ :? ::.~': ~~ - ~ / I - , -: \ I ~<~ " ':t,--.J};--: <:-t ~... ~tf,-:~.t::.'L'i' 'tq 'Est: rUi.u;n . .' :11-" ~ - ,':;;;::';1-..'+'-; I" .""'Ji'> ..'~1"~(;#~::::1"1 )f. 1 ," 'r'S I ---.'. '. ' ",Sf)' '. '~.' '. .'. Mil. ;', '. ....i"'...."Jli,:::1!t.'...~. ".,"...,".\.1"..~."."'...'....;.'..'../.4 , c-AT.., ' ',1, . -' , ". fj\!;" '"ll"V.', ,..,,>,..'" .., ~ " ,51 EST. I 54 I ~v \ - ; . .1' ~~l" ",/_ '~i; t~'f~f:~!>~~:,j_~'!:;-..;, ~ )' I I' ~' ~:r . I..~, l "'.'.'~~..".l... ."."I:&."ft1",;'~.I.r)"!I~.,.I.~.,..~...~..i"'.".:t.;."..'.~.'.'.;<..:;.".~.".."'::. .7..~.. \ \-- ,II (}NO I 1 . z '~i;&$.;, ;" :'~>~.~:';'~i~Y'. '~f,~~~;:~~~l1:'r~{f<;"'~>~~' . I " q f?O .J ~ . .<;-;-.{;,~S _,~>"t;-'!; ._>~,tt.~. ,...."-<i! ,,'r;:.,-'rffi,"/" .......,\-, ',...:"~,, "'.1 -; '1\ , , '"'' ,.' ....,,.. ,n . .".. ,> ,.'"'' . '1' \ ;" h I f;,rr;ol;,-""".;"..Y':"'".;-</4:,o;r. ",~ "".o;,r-',"JIt!:-(..~.. ' , : fCS t, :,l;,~~;\~~1;~-".f*-',~%o,!..:.~~- ,~~;,;,:'.~:'f-:.,;:'~-'~;":~;(; f,<- ': &t"', E . I," l' :., ROUND /' J'I' 1:,::'1' !. ,. )1i'.t.,.&.'~.'.,r..'f.~.'?,:....r'.:...;....;.f.l'~.~.;'.""'".,.~.:...t.1,'.~.;.:.'.'.~.'...:...;~.~...,.'~..l.~.'.~..J;.,.~.~,...>.;,.,.:~..,.;.;.'.:j.;...~ , 1 J :~ ' J "1fi-',1 'Y.",,~~ '"~'f!j 1;-;~,-.~:'1'~.~.~'~.'.4:'_J .( , , Rbu 'r"F;AKE' ~ESTATt -: 1 LA v'E I"HJ i :.i'f.~".~~.~.1.li&~~.":.ii..;.~.~'!..~~..f:.'.:.'.'i1,.;..}.'.:..;i.:.:~.:........,..,......:~..~. D; ., ~' ~_ J r\~ :' I T:~~:1.-'~t~~:f<~$:~I~ttf.-,,\,~~;r,~tw~:Y~'-';'t:'.~-'. .J {' ' it ~- -~~ -;;'*,\'k"'''''~'U'''',",~~~W::1~';:i.'''-''.::''': /1 , ! .. 1 '4 I 7:: ~~~~;{~ "'tX[:.t~t1:~tIJ1:;:4; ~;t~:~j+~-j:',</' -..~ ~ I I J . r----li - ~M'~~~7'''::~i1f~~f;>:1'~'~~';Pf\i.-;;!.~1~t?ft.; . -..;. ..1 't~~':.,~~,~:~ ~tt:;~r ~t.'.#'~,"'.d:tY,;..t'J~i"'.?~'~:\\ '.,:,.' ;~'i ,C'7m:;:::~,/"/f'!'i."I.!.i<O /~~'J I 1 . ~ '~i','~ C:,.r", tt~...>:,."",}~';:'\;i:;r;;"\'i~~. '11~~;f.."~';:. .,..t..-..:: ;.....1 r'iI'" , Ii"''''?~'' I '''' ;-"'''~'.,~I''h:)t",~,'J;,~''", "<';d::;~':;""";l ,.' ...'~ +.. ~j"~-,,,,1,$,'';:.R ,>,/t~"!o);' r"~;"~''';''<-'t'''''''';.~ 1>.009. ., , /... +b 1l'i.~: ."< l"'l~~><",j\'-""P.~.,;t~~;f":c'~";o",,_,,,,'_-J>~ ." ~,J <0 ..' ~.;t;J> ',,,";,,',,J ;.... '~t""'L'\-;~':!..~-..P-:r-.r)~:'~":'i'--.,,->~.. "~~ 1 ",,'" "'''''-JB~' ' " ';/ 'i0,"~1i'-" nu."~,'''o.,' ".-';,'..':.....'.... .'1 4 -!,." ", I. ~,. 'I ~"'J.~~.\t"'-l1t;~~. v'"},'!:"->"l~'~-:.'~-..--. " . ,to"".".. U - ~ ~,'l' "~. ... 'j~.,.~~' ~""":ff"~' ;s.tii:.~,_.c:,,_.> -. ~.; "TO ~~" ..,..~/ -a~' ,? ...;:.,}," ~'.'f~ .,;.~ "'~.,...;"~~~'"'\;.:."'--:T,\..,:;, -..: I n/..,..:"';' ). ~ 1..-. /1 14 ,~f""lr ~i~.~-t ~ ~_ ~c. ~~,~/.~,..:::I<_ '-; < -~ 'I-:; ,";;-", .'; ~1rE8"" ~'~i~ /~/y:< ~"'""~ ~1:Db., .~~41~.~~J1;~~~~;~,~~~];;;,i"/,'1 , '-1lI/ - '''''.. ~ 9 .1.1',. ~ ('\ ,1 U , \D'S ~ ", r ~ >"(.",.Jj.-~~"~JNC'~ 'i~"';.}'lO.... .-~;>-..".: ....' :.J - ;T: "It- '" /, _ f-.I ' .. r (5 e .. - 'I ,,~;>, ";(~~l~h'n'!-.~ ~~,-'> ~':r:!\i'.''\&,...._.~.......,..-:- .' f,'.' """'" '''... 'm//, ;~~", . \ _~"\jj,,.h~m.a',?',""';~',,~'i.,);.ji.:'.t":.:,..,J - Ii:- . I:: M"1~ #\o~ ,CoMlo'IISSIO' ~...... '1.,..../( . ~G:::-: ';;,. "I~~~.f..1,~~~,..~ j~:".,~;;j:,r/"-;t~:"j~~\::',.~.,~-, :L f.i: (!:O ,~t8 ",~~:-r., ; " . ~: ~"/F.. :x .t+I~~BU~ J ~"~~". '\,' ~~\l"l!i~. :;;.h,.;~';'1f!'),:;;;:tt:"':;1!;.,::'i;:;;'. ,l r--' . " I~~J . "-4!.!l"r; \~ I" .. '" ~ ~'.~'-~dK7_1:V.~.1 ~~ :':-,."i_'", ...-'c J I ',' l:!L.~I~,liti,.pL'iliJ~~ Pi 2.~1~~ '\'. <I'l C"'UN/O", ,\ \, ;ft~ ,.!'f..;~,,~7;;;1i)f:^,,;:~\.J.;'i;.'C.'/":.";"';i:.::'~ :;:~ ,....,..v ,..-'-! ~,,_'~jD -1< \ \~ ~"t;,t:;,:,.""~,h"'!!ol:~;("7r"~C~";,-"">.:,,-,,........~,,,.-.,~ I [(f!(~ l i 1 ....;.:511~ 6< > : .:, : 1 ~ j~::ff.-;;;. q ( \ I \~ '\ u. :,....J:~t[ ':~"i:;"'1~{;::~11;~~;:~;:rr..~';\~:ft~;~2'~~~"~:" :__~ -~j . 1 '" ,~'~ ,/< , I, ~ 1'i-f'J<"' ~~-:'''~':{l'''~1{'~ ;?'i;':."~~~~4.:',~,-..':""_-"::"~ -, --~- ,,~.3'1..'rr II!' "'~ ,ESTAT<S'\ \ 'j,...;-"",.c.,,,'.,1:.:-~,,t.::!'!Ud.,.:>",.;-'i'J L '~'" ",\ '. t.p~l(!! ~~ ~,:') ,'j' ";;",.J'":;: "~A'" ).'L~-,';C.;':';::,!,__"-':('~ -..\ I L' I""......:'.toof _:J ":.K~~'.:C}t'I!--=;::~ 0 'I '" I I I 'I, IIIII 'h:~~\'~~1;.,t;;";'~J;'~~lJi~.";'.~:,:,,<~.v.!:.,;,r:';:..;.:-~'-::"i-,.;:.1 /' " n' ,." ," . -. " ~... .,.,.<"..t""~"~ ,- ';:;.,1;~..',," '''''''''''''''l . ~ l.---. .1--1~ND ~ ~Ctl, \..~ I ~ I I I 'I~!'~t'-rl ~{:,..,,,, \,~":~~'P"'f:',;ll'1.~i:.-.'~"..'..".".,,".,.,.,,.,.,., . .'-~,"I.si ""~"""'''''D _()"'~ I_ 00 1_ 1 1:.'.-1."'\:"' .~:.-"'."ifI:!'-" ~t'.." l~r."f"',':,\ ~.",-. I , :., mo .' I.!W"""r.;;~ ~o I -- "I , , ' III , I [j'r,t;~~ ,!j<~""!';l"""-"*..(,"..",:,.",:" . AI[) HIGH -;~//' L.;"~i~I~" f..Y- ! ..., ,,' h -;,~,~,~~ r"t~ -t:~~...~'f,;,""3:fr.~~-,'~c:~<;';"\~".!~ J!'..~~ ( I /./.'/. ~ ~.; : '.. . "..J'. c~E.' 'A I , I , ' , , 'I )"'~;'0,;g.",!"f"h,' -.- :,>:,,,, ",,~<:,p..".'!'."'.>..; I ~~ ' / I r ~ "OU/CKSTRQ~ I I.. {,..-J"/f, '>.Jt.::q.:.~'(~""~!2):[-~~:~l-;," ,:~~,_"'':''<\..''.-.. ,--,4 ~o . i I ~oo:JJ..A"O -,.. AqrfiON!"i.."~~ I ...... $J)II'HS 6liEEN ::~-"'J/I~!("!iI,;':r\.q;:~~~?):~'"~;;';;""~~'..A,-;,/.'''i''_'>~':' ';...~..il. '" /; ! 1 . ,. . -', )' 1OI~<D1 I " . u '.I'~CfirE" -... 'l~'l-'",~: ;~J;~:J~~VfX\~!;tJ;~.~f~".~~:;':~",:-~, I 'IPOND' 'I'J"I"', .1-1-1.. - . ~ ..., 'II" r-=- .(l.ft~ "'-' .~ ~} ~-"" ~ 1'.. 'l-:-'\:&.U N~. .'.~;;:-' ~ r _," "~r:;/IO _ c '11'-...-.. 1.)10.. 'A:~iKf~l~ >I:_,}, _%"'_>A~>'f!:Ir..~.~...'1 "'.--:..kJ""'.:.,....'l " , , 'A'<'=' - "'I.'.. --- ~ - - --,{ ,'''' ,('~1; "",;<" ", "">,~;.W,,'""" '.'.".".:".' "J " 'y.o-' ,.. - f ,113 -;j<&<".,IJ<"~;"", 'J;e"y.H.,:,.\,. ", " OJ { i~ -. I ,;'" ~ ;..:::E ,<:: t-:-t--:- / I GO\.. il/ # ~ ~~ftbtt'$:~,~r .;;..~~.}t~.."1"...t'8;::.,<.l~..';f<-:::;"<..".l' .~ 'l[1~/l I ." ~-;::;.~." -I. .....l'{~IJ $ ,''''~~'.')'lV;'1J.~~~:1:;l~'j~>~$;>.~,j.'''.'~-:-l''{<t':',,~:.,>,_.- ..~-..J-" , ~ ~ . i ~. ,_,..,." '71' ~HD ' t. " _~ ';1-1'>(,'" "f--:;,/~':;,.(.,.:.?-n";'<I~!'t~;.,"'.!,-~7,,~- ~.} . / '.,' """"'h.~' . I..... "r.-' . "",';;:';,,~oo""" vRS Htc /; t- ,.,;.C,;ti.. . ~""'~"'l.~""",,,,,"i','''''".'';> ..-; 2 I-- ~, " - ....., I r~t'1:~' -,-1' ., frl'" .~,., "1'0 cO f-.z-1,l..;:o< r -1;- :O};,> '\ ~~".~i.::<~ r.;J\Uft~:' ;'i'''Z~:~!J ;\t.,~t' ~" -,_ ~; 'IT Sli ~r.~~f!!l'i""I'~' " '/,f',., . """"'.: ,; ~'jff'I''''C'H''J'.;~~~P; ~~c' rl=' ~'~i'i:i:" ~',.:;~f""''':F"':,; ~.'.~.'.'.'.'. '.".'.: ; i ~ 3 . ~!Hi'I.......r.I>"'l/b~~ :: '! t~.. w;:'::I:'H .. ~~r;:""'2M),Y, "" H'.' /'" I- it1\;.~iio(~""~? 1;,"~4;:;~"'("'~)\1.<~,,'~_~tf...;"'\ ';,,\ :i-'~ .' ~ ,31 ~ORFflGL~~' rll.~~"r;,i;rtlIJ'A')o.>~.\. ,"" t-i- J~O't /""C'1>~~ ''-'~1\~~\y;,'''1'''~''f~~,~~''~~>-i-t..,f~:!,,:..<.,:.. -__;'" ~ 61., ~ '..,..,.. .,.~ r ~ri.E"'-''''''''P~~.:-I' 'II'I:!] (..',,"",. ~'I:-'r-t- .:i'(','....<"'+ ....t..:.~ ~?",>iO<<""~~"C1 ,1'l'IJV" ".:"".~r: .~,-'f ~ ~ ~I'<"', 1:"'0.". " '015'" ""7 '"J',,:""" "I .-:;-:.--,,,,::0.0>)'('..,, ....~~~~'S~:,,~'.:;."'~, ,.l:,.I.,-~~j,:;\;::,<:,-<:.~,: .-; ,~r,v. . rI"~ ,I. ~~.". ~'" ".Jlo"",... ;;'I~~"""'~\"--' ,..,~.:,,,,. '," ,.., '~'~"'>"'.".' ..."............1 l~ '" ,...., -+- t>=.... h. ~"1Ei.....:t:' """'61"'" ,,\ - ."'.....,'1."10,:1... -~' B.,,''':;'"'l;,..v.',! b.... h~,-:'~;f!"'f~ :".).~--~.''':;: I ' . a\' h::: ~l5-i............ r .,."..,~~"",.../" .~J;~..,.t'r.1r... 'A, ~'1f ".~l.'q'" ....,;:--;.-....-.?__.._>,. ....,/ ,~~ ~\',.,.y.<I.I. ,,~I '.~ 1... ~. , ~..... 4K.,;!;;..~.t!}X" ;')-{,r""\I\..,,.,<'-,-~,.:,'..'.-. 'r .\0 ",'~!'m . ~,.. '-Y;j '!!if '-'-I::j:fj'" "".,!" '''~f,'-'' " ,."{ji."",, ", '.. ",","o',^,JI;., ;,..,',', ,,>';. 4 \", t'. ~ ., I Rtt. I.:.. WOO{JLANOC~EJ( j>. 1-' -.., , ~v, '" .."'.... ~ . .Jr" "'~'_.-<.. -.' _-'" "1 ~ I" 9< . ~.:.~~ ~"'>'" c , ~';'F i"'tt...ov.".:"~)#.;:;~"'';.;}~,;;,~;.,...'.:p.--";,....1>!..._.1 j ~ ......,. .. . \.< I' '" -,. , f.'v- iJ'"t,~,<,~ '~,~_.~...- ; 'j ~1'~ ~~rl: ~I '" ~'" . ~<'6',," '" J ~"~...;f5lA-~,h,~.tt~.~~'~~\1'.,.,....;i....":-ti--,_;.,.'.:;....,;,,......-..;,-,.'j ., <0( I \ r-+- iofj l"'f. I'!',,",I>" h " .s-.ot :;-. ~:~l'~~;.>, .........~ y~J:..:~l :,.?~: ~;-~';';.J t~ \..~.l.t ~:~~,;~-....~ ..~~ '?~ ~ t'Ir."fo-1 il~4 -.:.,; "~~I!..lof";:~"<1\'1~i,.~I:}':,.~~,-i:~..i'-;. . 'e, ::('\.... ~ '<'" 'I' ,., <oW l rg ~, -::'{.~. """"",,," .r:\~o"'';'' ..." 1 ~__,?, - ,. ~mOHJ ~ I', _~ n. ~,~.o ~ = i'- I - :~~;~:'~;':ri~~j:j:~:J~~ii:?~;;~~~:,~;;.?,J}~:i ~_I 11,.11 JI"'"''''' gllLJ 'f:ii1--:.I\.\, ",."~;,,,' ,',.1:?,..~,~_..,~(<,...,... ',:V 1 ~ ~ I . III I 'I i ~~ ~. ~.. .~.L' 'f' . .;,:tJ?~.?r;j;r~.;...~.;~\-f~~':'}:"I-;,\.-1;f.;,~}-~_~::;::_': ~~" -~;.'::r>.~~~ ~ c,;~k~',:-; c';~k~' "S .. J ~ " ~ ,- \\ /.A')(BVIEW 'I!' ..' f'~).,;';..~:,..,..'r!,:,'i.~;..,:).~f'..'!~f-,.;f>,~'~'(.:.. ,::'''~:E. (l".. _ .",__:~:_",l ...."1M---iY' ~R _~ . ,~II I _ s: !t=.'.:.'J. '__- , ':'Z)_~";.r.:1-:t?"-:-,~,~::"~W'(,~~'5j!~~;~:/.<:~'"." -_,.,-.':,.)~ ,~./~r."','1 ~\.;. M__ -<.., /2il'E8RcACE;-' ;~.t':u.v..,".',';'A'."'...0-. "'''~''''''''''. .....~ ~ 'J~if$~i.l1~~' : '~~ ~~ -l 1 /-kJ {'~. ~ H=~: ~ :~~~~;::~i~;7:;.~i~P:~;I,~~~,,~~~:'jji:~.::d?,-; c, '~'J O ~$'~'I~l,,~ ",.~~ I .rs.~ ~ .. t."'''"''iJi"n,,y':\,,,,,.''.t",,,.,,.,,,,,, ~ ~ '1'1" "c;M4)JN~ ~~'... ~':'* 1- "". ..: R re. sT.JT;s.~;;.:.; .;:4~:t:;~J'<~X(:;.h~':;;1~/:~!.~~~~~jX:7~fl~.'t.~~'- ~:.~ - - , ' - SHADED AREA DENOTES ]. - I_l,. ",....1:-'T.:I ~~;D.'-H-1' ~_I '-, L"(i~~.""o 102 .'-:;1.;:0, ,~:~.!>$;~--:;,..;..;y.'~--:-'~.;fr<;"'~f:\."-?~,.~".,~,,:~,.".":'1r.,,~ ,,' ::-~ PARK AREA :-- - . ,:'~'l-!-! IY' ~~;t ~ :t--i' (-.\ \.~.. r~s A~~II .:~\l~::~,:~'~~~f,~:~.-2'~~:{~~-}:->:;:'.~j~:Y,~;~';k_:- .~ .. ,<, '1"'"');.1>1';',"-. ..l.~:~ ),r:fr."."r!!; 1-= t-- ~~ \'lqf/"'>"" .t...'...:i'.,,c'!;'....'.."...:"."......'...."'.'.Ci\'<.,.i.':;"" ~~ .~\.1lRl~-:1rr:I\:~i$.:,~: ~\ ~ ) )H:J~~~-7~" 1~f~,~iiV{~!f~:!fJ~:~J:(.ti.~;X7~!fi~:>.tt... !1 :~,:;",", 00' .,.'rf1J!t,' '.' P'/0f')l;,",,"'+ ~~/ ! ,L' \.'J-"..,.,~...~..r;.........:<,:'.'..:)J.~.,.,c.,'..'..",.::;"."';"';.'."'." -1 "-l: ...~,~" I', ''^'i~?'I'';';'?'()f;' ! ,,--,- u:u,w)c,PEV ~:i;~','.J:..;.{-:',..:':;,..).\': (~~>"'~!';:i~:"'~~;_:;'-'.';$;-~}'"'< .~ ~ . ~1r1",,'~,r~Rf?ACEII', .~. m'J~.0o/d"< ." ~ l~ t-_ :g~?v:-=5.".I" ,i,-;'i,'.', '.....-', '..;.~~~, t.J. ~",..,.". :;.l..,", '_;'.,~_. \ ~ """~II'" .... "?~P~'" ,'-J 1-+. . . , ..,' .. """ """". ,,'.' , , "'':.~,g;",,;>;''''' ,,"," ""<~ " F' 9::: \~~.f~P'~,','i~>_,.,.,i,/'~.:,;o:,:.,:r:..i"1,,;',\I.",. . ,'.' , !'!:0""~~i, ,'Ai': V; <J , ~-:".'~{~i\'t;~h!\)f,'}f~L'~~ ~:; . ; .J - '\ .' 'j f ) ." ..t - ~ ~ J '.' ~ , -~, "";:1 , --~ (";~ '.1 ',i .,~ '~L': ~;~).~:4.. -.,~,)J , CITY OF ANDOVER I , REQUEST FOR COUNCIL ACTION DATE: lanuary 19 , 1999 AGENDA SECTION ORIGINA TING DEPARTMENT Finance ~ Non-Discussion Jean D. McGann ITEM NO. ~l. doot 1 999 Debt Service Budget REOUEST: The Andover City Council is requested to adopt the attached resolution setting the 1999 budget for the Debt Service Budgets, BACKGROUND: , / The City Council set priorities and goals for City programs and service delivery for 1999. Through a series of meetings the City Council reviewed the operating budget, staffmg requirements, the property tax levy and other various revenues needed to support the delivery of the city services in 1999. The various study sessions conducted by the City Council with staff established the proposed budget and tax levy presented to citizens of Andover at the public hearing on December 7, 1998. The Debt Service Budget is attached for your reference. The General Obligations bond levy (equipment certificate and Fire Bond) was approved by the City Council on December 15, 1998. All bond payments are established at time of issuance of the bond, T'ne revenue streams can vary from year based on the amount of prepayments the City receives on the special assessment general obligation debt and on the level of delinquencies there are at the County level. The budgeted amounts are based on the actual certifications to the County and the estimated internal billings that will be generated. On many of the bond issues, a negative balance is indicated. This is due to the manner in which payments have been received in prior years. Please contact me if you have any questions or concerns. \ '..J CITY OF ANDOVER , ) COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R-_ 97 RESOLUTION ADOPTING THE 1999 DEBT SERVICE BUDGET WHEREAS, the preparation and adoption of operating budgets is recognized a sound fmancial practice; and WHEREAS, the City of Andover receives significant fmancial support from its residents through the payment of property taxes; and WHEREAS, the Andover City Council has the responsibility to appropriately and efficiently manage the funds of the City; WHEREAS, the City of Andover complies with the State of Minnesota Truth in Taxation requirements including soliciting public input through a public hearing; and NOW, TIIEREFORE, BE IT RESOL YED that the Andover City Council hereby establishes the 1999 Debt Service Budget as submitted, Adopted by the Andover City Council on this 19th day of January, 1999. , 1. E, McKelvey, Mayor , / ATTEST: Victoria Volk, City Clerk \ \._./ 0)0)0) ~ wwwwww IZ (") N......O ..... c.omww............ 00 0...... ...... 0 NN.j>,.j>,OO 0 ............ 0 0.:::....... . 0 ) 0 00 I\J...... 00 m \ . --' .,,--u 0 m -I-::I:r-.,,-U ::0 (") 10 ." 00' ~ ~. lD >< ..... 3. 0 0 (ii" ..... lD s: me o CD :J C' '0 ~~3&lo.g < l:llZ at CD Q. ... lD lI>CDCD-!!!.CD lD (J) -10 >lI>"O en ::s iii'!e.!e.(j)o~ ::s (J) -Dl lD a. c lO - < ;::;: .....mCDO-. lD :!! CD c a~~ai~o;' :J n .. (") - lD 3:J -.DlX ~ ." lD en -, (") :J :J, CD Cll :E:J-'3~lI> lO Cll Cll 0 Cll Q)cn9:~cn ~ -; Z (J) Dl c: :J Co (J) G) CD ::;: m Cll Z -. m {A (A ~(") Om rs: lD..c O(J) a 5. '" l:ll(J) r_ ...... ...... ::!l '0 0 -." ...... co W N ...... ...... "3- G)_ n NO ...... 0) ..... N a.lD >(") Olmo OO)'".!:. <00:> lD ::s -I> :;! Ol co 0 OOOl <0 W en ... --I o co 0 000) I W 0 0- zO U;o ~ ~ - l:llZ (Oil <0 0 (0)> <0." Z co _. 0 )>Z >(jl (J) Zc ::Ol:ll'" Zo N N ~og c< , / ...... Ol 0) ~O c ::s )>m O)Ol ...... ~p ::s c. OlWO c.en '::tI Ol ..... W.j>, S. OlNO ON Ol <0 1lJ~ OOl0 I 0...... I .j>, ...... cS: (A 00 c- ~ ~ 0 m- G>~ m l:ll:5;; l:ll-l -I!'Q mm -10 enO -ten en-l mz 0 ~ ~ w m> ::0 ~ N W <0 W co 0) ...... ~r < ...... CD Ol '" ...... ...... co _0 _W 0 "'-"00 CD o~:.... W W 0 0...... 0 ~ 00..... ~ N m OW 0 en 00..... I ..... ...... m , , \ _/ mmm ~ ww IZ (') N.....O ..... mm 00 0..... ..... 0 NN , 0 Ul ..... ' 0 r 0 NO m '- ) - ~ 'Tl--O C m ::03' ::0 (') IC 'Tl (i)" 3. ~. ell )( CD~ CD ~ me o CD ~ CT 'C ~ CD < OJZ Dl m 9. .. CD ~Cil CD en -10 );:en"C CJl ~ !!!oen ~ en ~D1 CD C. -~ C cc - :::! ::;: ~ m CD 'Tl CD C o DI (') (} ~ n' iil '"'t 0..., .. 3 ~. }> 'Tl CD en 0: CD ~ ::! ~ CD - cc .!!!.' CD !!. en 0 Z en ~ ~ ::0 ::0(') CD ~~ < CD men ~mw Zen ..... ..... cc.... c:- W~ ..... CD}>lD m:!J 0 00 0 OJ OJ(') ~ mee om 0 O~ UlNO NUl ~ OUlO Ul 0 Z- C. cO ~O Z ~ ~ ~ C (I)"Tl m (I))> OJ-I )>Z -10 Zo ....11.< CJl-l ZO , ..... .... ..... m}> ..... W~ .... .... ::Or c< , _/ 0 00 0 0 < )>m en mee en em 0 r;;o ..... UlNO ..... N Ul (JI OUlO (JI UlO m ro~ 1m 0 c:S: c- O- }>:::; G>~ 22 mm 0 -Icn Z 0 ~ , . , \.-..) 0l0l0l ~ WWWWWWW IZ () N......O ..... <OOlW......OlOlOl 00 0............ 0 f\.)1\.)~O....lrr.....l......... 0 O....-Jr.CJ1000 ' 0 0 .......O.......OWN....lrr. m "TI--C C m ::;l3'S::())>)>)> ;:a () (if a~. 11l >< n> ..... C C (/J en (f) 11l r o CD :J C' "C :J en :J ...., t.n en (f) < )> Q) CD Q. .. 11l cnmc)"m~~~ 11l (J) f );:en"C en :J ...... en -. ::J en en en :J (J) I ~OJ 11l Co ~~1l~333 c - , (Q - <! ;::;: -m---ICDCDCD 11l :!:! CD C ::J~cnQl:J:J::J () :J n' .. ~ 11l ::J_x.........._ ~ "TI 11l en -. OJ 3' en - -C CD <Earol~::!. CD en)>ro()~:J 0 -, 3 0 CD Q, Z a. emu (J) ([) ::J - Ql :J-<: 1- en ()I -. () -<: -, -<: -i -i 0 0 .. .. !!!. !!!. ~ w ~ w ...... IC "TI lD me ..... IDZ ..... NOl )>w --10 ...... _N W 0 _W _<.To s:...... -NO I 0 I I <.To , I :0 () <.To 0 0 ~ I 00 0 <0 ~ ..... ~ w ~ W lD ~O lD (II U)." ...... IDw U)> ...... <.To <0 ;:aN >z _W _<.To ..... mlD Zc W ...... 0 CXl I , I , , I "TI Zo <.To CXl 0 01 , OWO ..... c< >m ~ w ~ w ..... ,;:tJ lD m~ W W lDw cS: W ...... ~ cnw c- _<0 _0 _<0 ;:a..... G)Z CXl 0 CXl I I I I I m mZ ..... 0 ..... =" -d~ I <.To 0 <.To eno 0 i w i~ w ..... ;i;! lD -o- lD m:5 N .....w O(J) ...... ...... Ow >0 _CXl _0 _CXl ;:aW rz <.To 0 0 m CXl 0 0 =" )> I 010 I 0 I I I I I en (J) ~ w ~ w m ..... en lD (J) W lDw s: 0> Ol W w~ ...... <.To N Ol N ~N m ~o,o W W :............~ z N.....O <00 <O~<.To :0 --I 00>0 NO I I NOW en ~ w ~i w ..... lD to ...... ~w ~...... N ~ o~ 010 ...... _Ol -~ ~i\Jo <.To ...... ..... s: <.To 0> 0 Ol<.To ~ -0 00>0 00 I , 0 I , W W en c: ...... IDC - Ni\J 01 -im N ...... 0...... Ol OlD '. , ........ _f\l .0 ...... ...... CXl N -i-i N.....O O>~ ~.....~ )> N<.ToO 0> <.To 0>"" <.To r 0<00 ""0 I I ...... 0 W ~1 0l0l0l ~ WWWWWWW IZ () i'oJ~o ..... COO>W~O)(J)O> 00 I'hl o~ ~ 0 NN~O....l.....l.....l. 0 Q-l.....l.CJ1000 ' 0 il 0 -a.O.......OWN....l. m I 1m' "TT--U 0 m ::;l3"~()}>}>}> :;0 () Ixl (j)' 3. :::!. (1) >< w--cccncncn (1) r- In, o Cll :J 0" "C :::] CD :J ..., en en en < }> (t)g Q) CD Q, , :(1).1 - (1) cn CD o' CD m m m (1) en , );:"'"'Cl en :J -. (JJ -. :J (JJ en C/J :J en ) ,\<Ill -Dl (1) c. ~--g-333 C , , [,03 co - :< ;:;: (1) :!J i~l Cll C -m---ICDCllCll ;:Q' :J o' .. ::J~cnQ):J:J:J () 'CDI - (1) :J......x....._.- }> "TT (1) <Il -, Dl - '" - -U ::! 1<:1 Cll cE CD ~ I 3.:J. I~l Cll cn)>CD()~:J 0 -, 3 0 Cll Q, Z Cl a. C:cn"O en [;,(1)/, CD:J......W f~' :J ~ I - en (")1 (1)] -. () "''1 d --I -< _. 10 "TT m' ~ ><1 0 me ![ - OJZ I"C' ~ (D{ --10 F::S1 !c.'i [',,1 l: ~ , , . 'I in'i ~ {fl ~ {fl .... , lD ....~..'i lD Gl NI ....i'oJ enw CD; ow .... .... )>~ m ......1 ~o .W.W i'oJW~ Z "'1 W~o o,~o> _ en en, 010 3: m Wi C11WO 00 WC11-..J ~ <.0>1 C110>0 ~o I , 0> 0 ~ :0 0'1 '() ~1 ~ {fl ~ {fl .... I lD g~ ~:I to () i'oJ C11 .1>0 ~ enw ,en en' 0.1>0 -en --I ~j W C11 .-..J .0 .w .0 _ en Gl- en' 00 0 ....coW 3: )>:!J -< ~l ~ 0 0 -..JOOl :0 --I() ~O I W 0 I 0 I , coo~ -}> 01 0--1 to"l1 i Z_ to> in' {fl i {fl .... OJO I lD >z 1fj'! lD OZ Zo i'oJ-..J ~ i'oJ ~ .....w Z ....1 .1>0 co ~ .... i'oJ Ol OJ~ Zo , ClO.1 .0 .C11 .0.C11 ~00> - ClO 0 c< wi W 0 co 0 0lC110> 3: en >m \ / ......~ Ul 0 Ol 0 wO-..J "C r-:;o $1 I C11 0 0> 0 I , C110.l>o ~l DJ~ i {fl i, {fl .... eno cS: I lD "C- o- '(;)1 ~Ol lD m:5 G)~ 0;' ~ Ul Oli'oJ .I>oi'oJ .....w oen <D~ .1>00 C110 .I>oOl )>~ >0 mm :"'1 N~ _ lD --I en -..J 0 wo 3: 'Z ot 0> 0 ~o ~ C11 :0 )> 0 ~l I C11 0 010 I I I C110 -t -) en 'I i ~ en > ~J {fl {fl en m ;""11 c: en -I ~ OJo en '01 .1>0:"" ~ i'oJ i'oJ --1m 3: .....1 0> W 0>.1>0 C11-..J~ OOJ m <.111 .i'oJ .0 _CD .C11 ..I>o.i'oJ .0 ~;l --1-1 Z ~l WC110 0> 0 WOO )> --I N, C11 CD 0 0> 0 C110lUl , en ..:::!.I C11~0 Ul 0 I , i'oJC11Ol I 0 ihI {It {fl {It {fl m -- OJ--I N w .!'J .... ;;:0 N en -..Jco W Ol ....i'oJl\) co ~; 0.1>0 en co C11 i'oJ-..J~ m:r;! .AI en .....l. .01 _0 en _-..Ja. _CJ> .i'oJ .!'J .i'oJ :;0, ...... CD C11WO :... C11.1>o I I 0> 0> C11 < ~I N -..JC110 en 0lC11 woo 0 en C1100 en CD 0 W C11 CD ~l m , ) '~ mmm ~ WWWWWW IZ(") ~~~ ~ ~~o~~~ 90 o ~~~ooa 0 o O~OWN~ m ~~~ c m ~~("))>)>)> ~ (") iir~::::J. (D >< -CCfAcncn C'D r ' ow:) C'"O <1>:)"","''''", < J> ) Q) ~ 0 ... m ~ -. ;::;::: CD CD CJ) C'D "" ,~ -. \~ 0 \V fA fA en V~ '.---- :::: '" "0 (J)::l '" .;:;' :) ,. '" '" ::l (J) -"'-w CD Q, ___YI C ~ - ~ ~ mm-i333 <1l ~ <1> c:; c m-m<1><1><1> _ :) -0. ~ ,mx~~~ n - (D ~- --- ~ ~ <1l III 5.!!t~"'~~ -i CD ~CDnl_::::J.- <1> "')>ro(")<1>:) 0 -, 3 0 ro !2. Z a.~c","O (J) w:J_Q) ~^d a..:< I --;- ., ; . '" (") ,... ",~'" ~ .~., ~-i' .....'.... _. 0, 0:-< -, - ~; ~ -' - ! i' - II - -i IC~ , ~ _ me <lloo: N~I W ~ tllZ w"", rom ~,' rom _~ -iO =~ ~9 ~ ~ ~~ ~~ ~~ ~~o ~I m ~m ~ N' 0 N 0 en: 0 m co ~. "i "en~ om: iOj 0 001~ : k- ~..~ ..aJl ~ =n G') en' co ~ ~r.l>o N _ W m (") co, <DO ",",I ~ ~w co~ Z ::j w' ~ N a w' 0 waco ~ m -" en! 0 m 0 eni 0 N N 0'> __ W' 0 WON: 0 I co W 0 , )> S! ~ 0 ~.. - ~; - ~:;~ :g; "', ~ tll J> )> Z en' ~ m en m _ w C (J) Z C en ~ NO ~ N m co~ ~(J) , -. (I),:.l>o j,. a ~: a j,. co (I) )>:;; Zc 0 Q) N .l>o 0 (I). 0 ro w _ < ' / en' moo 0' 0, 0 0 I I tll ~ Q )> m i - i' - - ~ 3 :;;.:0 ,I ,,' co tllO c3: i,l co 0 Z _ -" - ~ .l>o W Z C Z N W <D N: N tll ~ C (j) Z 0'>1 .m 9 wl.w ~ co (J) m m Q) m 0 ~, ~ m -i en W' W 0 (I), ro ~ ~. ,~ 0 ~." ~" , 0 -i - - ~Q )> c x:5 m _(J) tll-i Zo -iO Oz (J)-, ~ , m> m ..., .l>o W ~I ~ ~ r- :!: co wm co, oro < m ....... .~ 9 en, .l>o ro N 0 Z ...... m~o ...... m m~ -i co' N mOen' 0 m ~ m en ....a.' 01 (J) 0 en! 0 I W W I I , ) ......CJ)CJ)CJ) ~ wwwwwww IZ (') I\JI\J~O ...... ......CJ)w~CJ)CJ)CJ) 00 .........0............ 0 1\Jl\J~O.................. 0 01............01000 ' 0 0 ......O......,OWI\J...... m , -;"--0 0 m (')3'3:(')>>> ;;0 (') ~ _. :J -. ) mUJ(i)-' III >< O-ccc.ncncn III r- '----- :J 0 ..., g C" 't:l :J (I) :J -, en en en < > lJl III CD _, - III :JCD(rca~~~ III 00 or);~~ 00 :2 ~ !a. "6" a (fJ UJ en :2 22 III a. c .... lC - <! ;:;: ""mlll-;333 III :!! CD C glll o;lll CD CD CD ~ r;' ... 3-xaaa (') ell III (') -, III 3' lJl - -0 > " 11I ::TcECDor3.::!. -; , CD 0 CD !!!lJl>iil(')~:::I , lC -. 3 0 CD 0 Z ^J CD Co <: lJl U' 00 f/) CD:::J-m ~' I :::1': '~l -~ -;0 . , 1 ., ,~~; ','j 'I ~ (fl ~ (fl w co en...... (') men ~ :E-; mO I , , , , I . , , , , ;;o~ ~O . CO" CD> i (fl i (fl w >z co Zc -;e>> G) Zo '\ w ;;O:E ~ CJ) 0> m c< \"-./ 01 _0 _...... _N c> z >m a. 00 01 z-; m 1':;;0 ~ 00 N "m ~ e>>. 0> , , , ..... 00 I , .... , I ;;0 OJ- ~ r-(') cS: i (fl (fl w c- -;:g Or- (j)~ OJ> w ;;0 en r-OO mm 0 ~~ ~ cm -00 -;C/) co _01 _0> 0> z:E G)- 0 Co en >:!! en. 00 "m -;(') ~ co co' 00 co ~ I , , N 00 , I N , , ;;0 -> 0-; z- (fl (fl 0 OJO ~ m OZ ! OJ-; z -;0 0 N! en-; en en CJ) ~ m> en. 01 0 ......N 0 ;;or- en' 01 .... 01 01 ~ < ~ '".l:. N 00 N ('; o. 0 ..a.: 00 ~ co co , , , w. 00 , , w , , m eno "'0- m$ 000 5>0 r-z > en en m en en 3: m z '\ ~ 'J CITY OF ANDOVER REQUEST FOR COUNCIL ACTION , DATE: January 19.1999 ' ) AGENDA SECTION ORIGINATING DEPARTMENT Non-Discussion/Consent Item Scott Erickson&~ ITEM NO. Engineering Approve Deduct Change Order/97-46/ ~~ ~ell #6 The City Council is request to approve Deduct Change Order #1 for Well #6, Project 97-46. Attached is the change order for your review. / \ ~ ~J . , \ ; CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION APPROVING DEDUCT CHANGE ORDER #---1- TO PROJECT NO. 97-46, WELL #6, WHEREAS, the City of Andover has a contract for Project No. 97-46 with Municipal Builders, Inc, of Anoka. MN NOW THEREFORE, BE IT RESOLVED by the City Council of Andover to hereby approve the change order to Project No. 97-46. MOTION seconded by Councilmember and adopted by the City Council at a reqular meeting this 19th day of Januarv , 19--.lliL, '\ I /' with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was passed. CITY OF ANDOVER ATTEST: J,E. McKelvey - Mayor Victoria Volk - City Clerk ", ,-j JAN-05-1999 15:02 612 292 0083 P.01/02 ,TKDA TOLTZ. KING, DUVALL, ANDERSON AND ASSOCIATES INCORPORATED , , , -- eNGINEER5 . ARCHITECTS. PLANNERS 1500 PIPER JAI'FRAY PlAZA <<4 CEOJlR STREET SAINT PAUL, MINNESOTA 55101.2140 PttONE.:6511n2.....00 FAX;,'1IZez-0083 FAX TRANSMITTAL To: Scott Erickson Reference: Andover Pumphouse No.6 City of Andover Change Order No.1 Commission No. 10980-06 Fax: No: 755-8923 Routine: Dan Fabi,/- ~~ ~ From: Date: Januarv 5. 1999 Scott, Enclosed is Change Order No.1 for construction of Well Pumphouse No.6. \ Please include this request on the next City Council Agenda. ~ ) I will deliver the originals after I bave them signed by the Conu-actor. If you do not receive 2 pages, including this sheet. please contact me at 292-4512. - \ '. ) An ~qrml Opportunity Empl"'~' JAN-05-1999 15:02 612 292 0083 P.02/02 CHANGE ORDER TOLTZ, ICING. PUVALL. ANDERSON ) l'IND ASSOCIATES. INCORPOAAT:!':D , - ~ Engineers-Architects-Planners Saint Paul. MN Janul;1ry S, 19 99 Con'ltll. No. 10980-06 Change Order No. 1 To Municipal Builders. Inc for Well Pumphouso No. 6. city Pro;ect No.97-46 for city of Andover. Minnesota You ar9 hereby directed to make the following change to your contract dated May 5 . 19 98. The change and the work atfected thereby is subject to all contract stipulations an~ covenant~. Thi~ Chango Order will decrease the contract ~um by. Four Thousand Seven Hundred Twenty and -------- 66/100. ($ 4.206.00 ) . l. Net price change per TKDA letter dated 8/27/98 Deduct ($ 6i285.00) 2. Install timer on Well No.S Prelube Add S 3512.00 3. Relocate lighting panel Add $ 400.00 4. Bituminous patch at new entrance gates Add $ 700.00 5. Paint exist. pump base Well No.5 Add $ 300.00 6. Delete stain on Pumphouse No.6 roof Dodue~ ($ 250.00) 7. p~ie hardware and door hold o~en Pum~house No.6 Add $ 537.00 . , NET CHANGE ORDER =) -4.206.00 '. ,~ ) Amount of Original Contract $ J97.600.00 Additions approved to date (Nos. ) $ 0_00 Deduction~ approved to date (Nos:. ) $ 0.00 Contract amount to date $ 397.600.00 Amount of this Change Order (Deduct) $ -4,206.00 Revised Contract Amount $ 3~3i394.00 Approv@d TOLTZ. KING, DUVALL, ANDERSON owner AND hSSOCIATESi INCORPORATED By BYCjJ~~ ~ Approved White - OWner Contractor pink - Contractor Blug - TKDA Sy .' " , I TOTAL P.02 JAN-15-1999 139:43 651 292 01383 P.02/02 , CO ~ .a; ...... ("'\'KDA c>> Q.. TOLTZ. KING. DUVAll., ANDERSON UJ ... ~- AI\ID ^SSOCI"T~~. INCOAPOflilATED U'J o:;l ENGINEERS. ARCHITECTS. PLANNERS 1500 PlPER JAFffiAY I'U\ZA 0') .. "" CEOAIIImtEET SAINT PA~ Ift'4I~SOTA ,"101-Z1.o 1'HONE.i11212ll204400 FAlLil12/2tZ.()083 August 27, 1998 Municipal Builders, Inc. Chris Sluiter, Project Manager 17125 Roanoke Street N.W. Anoka, MN 55304 Re: Construction of Well Pumpbouse No.6 Item's for Change Order No.1 Andover City Project 97-46 Commission No. 10980-06 Dear Mr. Sluiter: The following item's are to be included in Change Order No.1, per my phone conversation with Mr. Wegner this morning. Please review and approve this letter and return a copy to TKDA. , Change material for Well No.6 sign from treated lumber to cedar. ADD $240.00. , 1. - , 2. Provide steel lintel over main door instead of bond beam, ADD $350.00. 3. Delete Emergency Power Receptacle (for 400 Amp generator). 20-ft cord set at Well No.5 and associated equipment, DEDUCT $4200.00. 4. Change the two exterior light fIXtureS, at Well No.6, from Oush mount with remote photo cell, to surface mount fIXtures (on recessed box) with built in photo cell, DEDUCT $650.00. 5. Delete Gas Mask (SCBA) and associated equipment. DEDUCT $2025.00. If you have any questions please call me at 292-4512. t.P~ Sincerely, ~~ Q~~ --=::> Daniel A. Fabian, P.E. ,~~ "- , -- An Equal 0pp0ItUn/1y EmpIoyI/T TOTAL P.02 - CITY OF ANDOVER ., REQUEST FOR COUNCIL ACTION . , . DATE: January 19. 1999 ~ AGENDA SECTION ORIGINATING DEPARTMENT Discussion Item ADD-ON Scott Erickson, Engineering ITEM NO. 18. Comprehensive Plan Discussion/Feasibility Report! 98-17/Bunker Lake Blvd. NW Sanitary Sewer Reconstruction On December 15, 1998, the City Council reviewed an issue regarding our limited sanitary sewer trunk capacity as it relates to our proposed MUSA boundary identified in the City's comprehensive plan. Essentially the trunk sanitary sewer will reach its design capacity prior to the 2020 planning period used for development. Based upon the compo plan sanitary sewer study, we will experience capacity problems at two locations: (1) Bunker Lake Blvd. between Crooked Lake Blvd. and Crosstown Blvd. and (2) Crosstown Blvd. between Bunker Lake Blvd. and Andover Blvd. At the December 15, 1998, city council meeting the council requested that this issue be evaluated and a report be brought back for review. A copy of the draft report has been provided for your review and comment. Based upon the draft report, we are recommending that the Council order the plans and specifications be prepared (by SEH, the consultant for Anoka County) to increase the size of the sanitary sewer trunk line along Bunker Lake Blvd. between Crooked Lake Blvd. and Crosstown Blvd. and have this work included with the County's project to reconstruct Bunker Lake Blvd. in 1999. - ~ --=f! ~_---I' J-__ -'._.__._~ I.r T t-fl. . ' ......... ........;~......,.,,:or~'t\:y J..C:JJ',1i~I_-""..=,,~ L: ~. .(/" ~-- "~L ::r.ri!I1 h!\~ . .. . -'Ii! ............ ......... ;hh , -.. 'l' 'f.:,,,,,,,,"1'I:ii 'j~ I .......... 'n'n.. ",<" I ,,5t; ....'1.. iiiro .~ ~.-,- ;n-----...-------. >- ~~. ...I;~~\~.'. . '. I t\! I'" l"-'~~ -.c1'1l.:\\::. .~ I ~ ~ ",,;;;,..~,..;.::..;. ~t!' ..'-- '-, /& '.~ ,,,,11 'ro:k'J:;; . ."". '[\ .~---- '_t . ..._.." ."" I \ - t ,.. \ ' '1'1"!q" I ---- J'" ....,__ I \ '~;"I~';" '----------1'---- ~ ; '.'. '. ~, ~ I It :t: ., _ ,.1'.J11. I ' '","".1"""'" I- I) I ..., ~ ~. ~\ [ )' J~. I I . ~:il' . ~ ' "',. '. ~ : 0- ~ ~ ~' ~ ~l; 1- . !Il I 1_ <0 ~ F,,;:. ". ,; . '..\i< . : . ::t 1i-...o< T I~ I : . :.:. .... .':;: ~ . .}:: I -- ~ -,~, ~'~, l- \ '^ - I '=r ~~ ... I ..,. " . . ... "tij ~ """"l'. ~;, ." .,.;.1'" ~ ~ 0'""""'.. k "" . If . Ie ." '. <t' '-;.";'.' ..."" .:., 'V 1 --'71 ':', - .' "'i.' " '1"" . A~"I -;..;,::..-.. ~~:~:, 0 ., /.1 . \"'. "" . o. "No, . ~ "". ~~. I ........ . ,l.' >/. . .. "''?i' . ~".'~~ ct:: . . . ,1'<. '.",' ~,A '. .' . 0 ~g~ j-c,.,.. ~...."f" _. 0 a.. ~: k.t.. ~ .. ~'.. a... t ~ _ : ~;-;dl ' lsj,.- . . .\.~I ~ _ II ::.:~ . C' 0.' ; '. ;. ': .: .: ~,~t.. ; ,.~ ... t :: _~ ,.., · ~.;. -' , .... . ';\\ 0 . ,. ~ r= ; n- 1 'ci1' "{;"","I~'! .: N :oS' ~. :.':. ;~ ~. ..;..+ .. " ,..1'" . f.~ to I: '~... '~"_'.I. '.: . . .' ", . .' -: . ..,.... .,.J.. . ,~" . . I Ii . ~~.IIIl. ,=,' .;. .;.tl . . """"" , . '"' f. .." ,~:;.. ,__ f. '/....'.. .... ~ \.' :. : ~ h o~ 'I\~, """1 ,,, . _~... '" ........~;;. f% _> "1 ~ -- , , ,,~"''''''... !:t.!."". ~ ~~: .... .to.: ..2',~ . :..~ 'to O'l{. j ':.' \J-....() : ~:i'i\"'~'..i~:;>-~~~""" :. . ':. ..,.to, ..,-18."......::-. ~~ .~~u:."liliJ...; .. "" ~ ~ ~. ~, "0';" I . ~tltJl'C;;.: 1.U'3.. _ ... . "a' . l""~" . . , . ~'::.Q . , ~ x"" ..1';'"1''' . , ; . .' . '. ,'.' /', .' :'a'7~ l . """",~... .:~ l'. <>' :" "'.. 0_ ,., ~ . . ..::;~ ~~~. . n;-,.l:<,".' ~1oJ~~i[f. tl-. ':::U~-"''''''''''''''''' .......,-....:.......... . . :..,'t;. ~. .~. " '. ':. "', l, ~_ .J"/" c:.JL.:. '\l. _ : . "'~". y' ". .. '...c , , _", .. .H jJi. , · . . .. ~ .. ' , .. ,,',':l: . .._ -.r; ". .I~ . '. ..: ,... 1 ~ l-:T~n , ~~~~J ~~I\ a'N;.,.~,~~~"". :-~ I.. \l . =\ '~! II :" ".' I, . ~~,: <.) '" ~ ---" - ~ ", . -.. 'J~tF:.\?".\-., :; \ ::J II J ,l!= ~ 'T- ..H'" . ~ ':'iT, ; . . \i)~ \j U ::J I":S .I.+t-I: "I- _ ,,,,I'" " " ~ \ ' I' .. . -2\.' '. .': ..:: . . \" , Il",' , r \ 8:' :X?& :::-, ,-~1'i':2V~~ I;;f!j:l.:}l' N -+- " -;- :'". '. SI;." < "l<r;'" -.', , G "'I mm -e-. , : "~'-Y-l ,-,$,..~~ "" ~ , \ .: 1-',-;;: .,;N"~~.!~ ','~, Il" . . ?i!.-NJ;;;:; "T1'ffi'~ ..>-<;;:. ~ ;.~ 'f.: // : '--' :. . 7'>.."J '<)In:.L' ~ .\;~ "'!'".N li: _ -D I', 0 P.=l ... . , /'u::. [RH. ~ 'II::> _ ... I' . t+" "'"" -,u N' ,.;,:.I':Ifl'.1 P l- _ ... : : ~"" ~'~I.~..'fi '" I ~I'.!;l~ ~ ~-::. [ .~ _ .. ....n fa -1-F1- _I_ \) _ i.tl~""'~i-c... T! ir~ - I . .7.~ ;lI>\'E ~:, . . \?\_ r "'"c '''' ",.~ " . ""., .".. .., " I J c . \. .' ~1<l ~ I ITT....,.I..i.l ~ ...f .~ . : : ",..:, : ! " ~ .,.< :,."~ \ ~-:c.~~ 'J .~~.. ..' .~. l,."',: I! 'K~~ ~ ..... .. -' . , '.0; {>.... ~ ""-. = o.'-'''~.f'lU'' ( ...J: 'U. _../.. . . .,,-, "'. ',1 '~' '.:!AUVCloJ ...... '7. . ']f' ~ ~1'R':l.' lim~'1J 'Itll ~" \"'- J m 11 " l'J'fr,.........~. :.J ' ii" I "~""""'''' _'. ~ ... b ,', I "l.r:: 'T T ' : ~ . E : ~ ~ ,~~~ H-: ~ 1 " i ! I \ i I "" ' i 1.\::: I {, ,6: ~~ 'I' j'1iI I I ' "" : ~ ~, 1 '" ~, .: ~ ,. . ~,\'F.t1'f,{~ILJl I ""'<l ~ "" : "~ '1' ;-B"'7/.:,tth.-~'~~ : -------~--~~ ':~(i~' 1\ l\,! 1lt7,{r;,,~'..:..:, 1 ~ J ~ : ~:tw:: :~Ii~,,*,_ I!,,......k.--\.,...~...!i_~~ I.. r6 ~ ~ .- '. " 'i' . '. ~ . . .. ,,_, . _ ~ q: .r;: J,..,.~ ..."'.., i .d~~ '.:.: .1~.I~~I~~~~'<Q~. '~rE"_ I' · '6 .~~~ 0 - -~. " 11~/,t;.~fo.J";'(~.~. . ,~'t ~_":l"':'es3.J..rJ.s$..I::J~ ~ I ~~;,\'"\'t1": :: :i- :l: '< I . ,."': ;r.;1'~"-7 ~~; ,': ~. '" (" ",.,;.- . li y." I '~. '~, I"-'~'."."", --.,' ;. ,.,oJ. - . .," I '-'--. , 7"",' .. .i,!];,.; . : ": ':'::~~. , : T....I.. ,'" . r.;;;. '. . ..' : : .~,,"':: -." -;KJ~~f~1.~~~3~. . ~I' I ..... .. . . 0 ~-:- ,1,;--1 :~~~ ~~~~"? ''''\.., ~~. ?JY.iJ '1' ! " t .,.... ",-,., ., .: [ :. '''''''.."". . )"'~ :;:;:.. .....,,, ,. .\ .:EJ,'_-'-",. '-', , . . L-.oJ ~"i'I"", hO" ' '" .... /, C ~ ~ r;- .,.. '," '" , . . . 01., . ,_ '*" "~". , ). ' ~',.. . .~. , ',.) . . . . """ '\ "~,.~ - ',E I'''~' . , ''', i. 0' "'h, I "_' ~ . . ~~ ' ,. /'>,'1( . . .~\::. ~~; , , 0..... . , '~. ~ _ !":, .. . ,,~ ~, 'l~ ": ' '. ~',." .' """ I it! ., . " "~ .'M \: ~~~. (:2 '.{" I' I' f~;~ \o~';: : " Miili'~,~...:: :; ~ ~ ~'+l~;:-' "L> . "~~ A;M~ ' u~ ~ ' 'f'.... j.; . ~ r 117.:;. r. _ _ _ _ ~ " , _;1"",,, .- r:;~ :u-~ r~' ... .,. "/1", J.I ., I -:" I H I ."""..... ~..,. +..;' :~.I ~ ~;: . "I~ I.I! I "'~, J":'''<'', ~"~'EH:1:, .....:..." .~ )~ I' '1'.." . . :.t.t .. ..,._ . --01"' . . /.. .. O'O' I!L ~ ~>;n",,,,,~,-,, :.:'. ~~~ ~-.1i-:':: ~ "Qs' :l~...'u'r;.-f'i-..:o~~. .~.~ ""'::r""j '" I \~~:;~2:"'" .' ~ .,. : ;. :::' ~ '\ "~: ,o..;,~'~~ . ,J , : ~,: :. ~ '.I:>J. _ _ . ~ . . S.l'l.. __ _ . "' \ ~1.,.:::.;J .:;;;". ", : " . .'V~ . 0" C , .' . I I : :"""" .5'r- ': ,,::! \, ~~.q2ff1J1 i ~ riP.- :'~mm ~ . ; ::!" '. ,,.... I,', . ." . !' "" " ..~ 1 .. .' ..,..... ~ . . 0 ~ . ;, '} ;f:'i'!. ".".,?SJ , . ."",~g!:, "l ~o. .-' ~ f1::, /fif., ~. ._..",~~..~. ~ - ? . .;!"t1 . - ;;~" ... _ ;no~.. ~O, -.~ '" I~~ IF-'. ~? n L:,gz:1 d' :' '1 - - - . -, ~J I:':L~~Y,"',~"", : 0 t.__~-<<:l.~_-,..o;l"< ._,--~-- 7r ' I. ' '-'-~-"llH7 -- ',= I y T~ r-I II;" ......1:.t~l.r I:> L..Y I - I 1: ';)lJ.~)~'- - - .~'._-"'---~:_-"'-'l~_h"" E"..;.. i. ~::~~:'l:....Ir:I~H ~i- "-- .'-....--..:.--.----y -'-'''' -------- I~ . ~~.It;!''i~,~ '~... .....,.. (Y. I"" '~'f1..~':;'h . ,~. . , '. ... ..' ., .~~ . ti ~ '-f Il'i f ~~,.,.. . ,,_ '!*Z /1 ! ' ~ 1'< ' .,....... ...''''. . ". ',. '" "', I - '. F.......... s ':It!~~ I \ .~ "., . --------- I 10.' r=... ....,.'.1.-11.'[\ :J::u.. t_., , __ ___________ \.. '_. <"''''~I'''' "",' ,- \ : .-l. ~ ~; ~~; ~:~~ r , ,r:- I ;; ~'ti' ~,.1t L . . ,~ . ~~. . ~'.~~ J;V' '. !i) . I , I ~ = ~ . i ~ )it;.~,:T:" ~ L . / I 1 ~ ..~ c. :<{ ):: ~ I / ; I ". :~ _'.oJ: _ 0 I': . . I '\ . ';.' j ." !tl I ''\ _ _ _,_ ._' , .'" ,.. :"".. " ". . . ,.,.",. .......... ---! m]{ ~.~_ '. ..:. R. 1/ . I -A ~ ~ ~ rt; r.-~ /~ _ . .....",_ ___ - - ".' " , '. """. ',f'/ .... '. <" . ..... .<1~~~' ,%'~,".'I~ : ~..~~ : " I ~J;; :,~i"~' K:J' .'.~. '.I) II. ~.~ . . " , -u'~. r.'>~~ ,,, ---\.... ~v!' " . "*:, ~ " ~.. ., ' : :':;;!'Il' l1 C-. !H" .,...~.}'; 8 : ~." : - : t;i::::{...~.. ""'5::.'1-;.-;:::: -='~ '~&l.,,-.'";...,;.,. " l E; \ ~>; '. ". :!:. ... .. " ,'.1.!.... If,,;-,.. .' ".,::p:' fY.f;ltl'....=:r.rl. .,:,: ~ ~= "~'.. . ,. '-'--'<"-1~,., ""..,'. .... \' J'.:I""""'S1i'\:,)/,)" " .' -' '-k""'" .<"" : . . ..... . .'. .... <::. """";;",.,y . "'~ ' '... ...., .......... , ..,,~ ~."."'" ~.. , 1.'Y"~~. :... ,~,.:: : - -. "':". :~, ..'n,': . ':";';S:H~~ :-;,: -- - "-"',,,,,..-:.y: ~.t ,~; ,\:. r:- . ,....~ ll: _:!">,O; "'" f' l . ". I ." . . .' '10. . .. '" ~ _ " .~~ "0" ._. ',....-.:,.....h(. .:::> 7';. - , . " ~......'}. '._ ':l ~"., .~~~.(~,- . . ~ /~ ~ ~ Ii ~~ ";'~~;~~ ;. .:&. H t? ?~:~.!~;l. ,\. . : .....~.., .- ~ , AX"/. ,,,-:Pt 0-.;.: 1/1 "'-;:..~~~" ..: ~ '~i5\_ :>; , .. ,. .... ';\. '1-" ..' '. It'\< ' .-' - . ~, "'c:u. ZoO. I:"'YI:.-,.)8J":l.I..)rx:h~~ .~ ~ · =-. . , . ". " '. -= ll:. Ii. . !l;. ~. !- '-' ~ I .2..... ~.: 'It :. :. ~ . :-~"i"" :'" 'II ~~no,';<" .,-,. ~.:, '_. 1 '/~" 1 ,)fi~~~, I ......:J-,-'i:m.'~'i.l'~.+".itJ~~~ '-. l~ I I I , " I 1 .!.~.. '-'-~I~ =-h-: (.) J j" , " ~^" t-i" '.. I , ,~. ~",.".. -'''''io,,\'~~ :, 'I ~...... .~.,j,,-,.. . '.~"" . j h! \, '1-1'1""1-", I ~t.1r: =.". -. . ..~., ,~.~ . . -J.- 0'-.. f---'! !', ",6' ~ . ,,, :: . . , '.~~\\' r ;, I "" /'~".I:'" ~. ':'~"'II'~~ ~I~....... c.l'- '- L i I "::. ~^'\". "n r ':'1< ..:m;,z, ",'::," , ..... .... '; "<...,-, ~"~.... ....I~"1t " 0..... ' I..J. ___ . . . .~; _ ~ . ,.-,. -"'- '........... - \ '... c.'" .~. "'t."':' . ...,,"" .,,, I' . """....... ""-. ' .. .-\"., '. ~.;. -"- .. ,. I :",-,.'" I- ' . 7V.; ....... .. . .......= . ",. .." , . I -:-\/~ ,~..... ~ .. , , ~, . . f- ""-"'- -,-",'. ~_~ R'~., ':" Y . ' . <". ~........ ~ ~'I r:L...... ,,-,,-;- , . _.~... ....,<il~. -~- .........= iO'~j:-~ . : ': .: .//.::'.. "HI'\-.""'--.::> 'I-~:g- I \ ! :~'+ ~:;r. ,.:... .~",: Jr . r N~;.~: _'-5-_ ,- "'0 ' 'I , I =y- J . =' .....,.. ,f _ .". ..'.'. l 'V ' ,.'~,_.. ~ . . I ;....r--'~/1 ~O:;'foo) '., 'IB:[ t ' , '. li-'SI';-I'Trr /""'.. '. Iq~\-H ' :..: ,~.-., "'l a .~ '. =; ~~.,.\.;. ~1ii" ~;......~ " .... " " .... '. .' . rr':SL~"":1;'~:.---j \J .~~:.::....... ...:L.. ,~':1-' l.."~: ilei/~~,..' '~<>_."'-:::::". '. \ ~ -> .' .... . . ~ . ~ '" l ~'" ~.nu,., "'. .:': ",-";- . '." ""'1- ,,~ .~~ 03. VOJ u.;.~ -, .I..~' . .,\:J.::L:'-,. ,iml~~v~ IIi,' ."~~. \ ~. t> 'j!f:;\ " "tr.;- -1 !! I : ' i ' : " ". " l . . ~" '\ I """,.", '. "', " i .' ~:-..: : · ~ 1 ~l~-' ~-".~ ,r .r IN"; "J',i _ I,,,,, I i \I: ~ I 0", ~l!i :-' J~ I _ 1 "'1l u . ~ I {f.- =j;- Ii; , . !.~.\.:.tb.~N Jl : "'il ~ ____ _tfIiJ'...n~ ~. ~':'e"" ! !ill ~,,~/,',~ 1 -- ~ ~ ~~ .: l.!:~. . - I'. .'! I.H,-!;:';:::'''~'' .;'V~.~ I ~.. ~ ~.. I .. .. ;-.....~..,. ! '..I~y \ ~ I ..: :: tt+ ; . .. _ ....L~. _\..1...'.............._ It:.t.~.~ ." . ~.. # 0,., ". " .. ~ .~. ,~'. .J...." j '2.~ ~. 1 (!:i-:-,.!; ,'r.1r.-: 'i'" -t'-".::;:.~.~~S&~~~-'..'::~,:;. -' - , .., . '- f.:,':\!j . ~..;.; ~.~. -r,:= I f ~ I ...:__~.,....'~_,~....,...;:;~::~,~,~..._ '~_"'!.$3.mu...!.~. 0 ! 1.,.~. "'B"'-'}' ,:.~ "'"-'=:'r.:--'t,;~. ~~;L:.-,,, ~" '..' , -'f..-:- ~ ....(;~~~..., L:....O ,i, " ""/""":'-'''':~-7 t" . . '".." ...... -,~~ L: ,.....".- .. '. . , . '.~Yo]:. - - " ~ ",,,! .' .:-" .....,,,.:' -~ \':-:1 -..,-- .,,'~.. . .... . . " ~J" ..'~__~ ". ,',....... ",""",.::::::: L-.. .. ........ ....;:: .,....,..... '.. .,. . , "-"~,~~ " :,.;~. '.,.Y,r'''......-..... -. .'~" I.,. . q ., iiF ' :-..,. ~8e~~,,~.:.:, . ". . ",--"'r ~/ -". I' ..,. . . , . . ~ g_ . f;H~~ r..-,,..., _. "~X'/)-..' ..' "."~"':.' ",' : .". , .: :;>-'T"'-'II:Jf:Jp...;;:::=.;, " ,,)00.",,// ^ .~? -;>::; . , . -: : , ",.\ . . :. .. . .. o...J L " ...-:- I .'-..,~" Y i~!.:.!:;:~ :taf:,:'}',.,:f,-: :."'.~" .} _ ,~.~. 'g.~~ ~: .. I ,,<!:,'0:j./ : : '.!.- : .": . "" .~.~,;-.-!~ ,.' .,..:ot-..,.~_ 1t!~:':::::f1:. :. .-"'1- -~ =- fl f-t:. !(;,. ~~. : I '~i1l! "....." '- . __; ~ ......-, ",. "'. .;..:~ .... ,'~)~;~.:~ I, .If';:' r-:-, .1-l_L!.__. _~ ;' .=-: :'~ .' II;....,'.~.' i' ' : : -"'''1<>'-: I I.:; I, . ,....,"'..I!! .'.1.'" .j I.... j5L:; I~ ~:I. ~~ _'. ..j-!.:.t:.:.J[; U I~~:t...! - .. ~~.,p::::.~. ..r ,.. . . I .. ..' '.. . - -...(.. ""I_I" .a;;7".. I ".... -t~.Ol" ',~ . ....'.., . .. ~_........~ f ,c...=...J. ., ""'1'''' -..' . .".' t';..: .. ~-:.. _: :: :: .' ~..'.,". 'IJ . r . ...., .~':' .",.. . "',. R -:-itt25d~ .~ ....,.,.~"'.;. " ~ ~. :: :: .,., 7' '" ~ ~ - .i!~!~i~~ O:ri 1 ~ ," ..: :,: J1r::_-):~ . ~ ~ l.i,~..",,~ ~ ;i , . " _;;'7.' /- -., ZO ,,,=, "iI~~ ...0, ~ _ _" "7 _" "( ~. u'''.'' 'r;" - -: : :. . l' '" '" ., -;-0:-- . I " ~j /p' '\i Ow ." :'fi'''''~ . ,... ..~' 1..=,.., ",,, ,r-:;:-~~~,ti_~, . :';qm 'It/! l:i'" Ir. = _c- . ':"/' '" .. ~). 'NI:.~I."':J ~~ : ~;~f.. ", II d - RJT:;:';~. -'., 0 '-'="...,Ik'.~ ., '''''~<'i'~~... _ . ;! ...-f1H-,..... 1/6 u_.~~. .~. ~ ~ ----:w.--- .~.. iJ .... ;y.~.:.Jt"'?': . ~v ' .:~W..:./ -;..,;' '4'~ .. /f-:/ n . ..; t;l i , .~.~ra'::.--..~~ ,t:o :=_.' :-CIo.:::.:."r.U....L.-. ~_. -":~l!;,.'~-~,'- ~ ---- ~---~'--_:_-~"_.- .." - -, .~ f-C: l'"W -......,-- ,c. .. " ~ --' =~.. .. , . ..' -- ;, .:";', "" "' "" ':C.::: -:...1" ~ ~-~ -.J'l:-J.'-f1.~'H / "h_. - U-I~ ").'-- "'~J' ,,;>I ::1 '- ~~ ):!hi J~l' _L .t>-. t , ~. ' : ~ . 1"-,. (""'.'.. ",,' ~.~ -r ----1: ' '. I:;,~~'""'. ",.::"~' """" . I ,-------- '-' f't ~ "=~., ~. A I.::: I \ --;---- _i.. I..:~ IlL""'" i!-~:;'~ ~1" -tl...J.J . 1 u ,I~'-"'"' ~ I( , . ; , . I ' · - ." _ .. _ ~J I ' '0- ~1! !:'.-- ,.,,;:1$::i\ I / ~ 'l1~l"r' ~..~""" L, __ ~ ... , . -- ~ r ..' " . ,,' , .' . ".' "".' /4 . \ ' ~ . - C ,.. L .. . .. .' .,,' ..-'" . . '"'' ..~., .'- .~ ' . Ii, !4J' ." ..... I iJ.' 'n-- ,.i;:":""" . '4. ~'r,lf ./ ..,. ."~c ' . ':.' ,',' :':JI......' " 'I -, '~-.,. .-. ;:.~ . . N' " .' "". .. .,r.= >--' "v/ -.... '..' . ,.....' .' . ..' ."..' ~ ..d ,,' ,- ' _ _ . ~ .'" ,. ' " " ".,.,~. I #~........ ..:r _ ' . ."~ d" - - v ,.. ' .' .. .. . ,., ,'~ ," . ~-, - ~....;;' ~ .' .~ ..=' .."",' <1m 1(1' :."....~"'.:' P , n;f ..~,.;--". ....." ........ : did" ' ,'- '0:'-" . ' ...' .'.. '-" ~"--'~ . ' .... ~.. '" ~ ~ ,. ~".,~~..;. '.: ~ ~.l'~" : m -" ,.",. '."~'7,::':"/;; -,:'--' :,,-~<.j..,. ' . . ....~. .' ~); . ~ ;., ...,. .,..,,,,,:.:', _ I; I ' ,~/I'-'-l ~"""'" ,'i - 'J . ,. , ,~. , '. ..... ,.. . ~ ., .~'" .---1"-..' ' , .' ",,, ~. " .'~ ....... . . ..' -......... ... .. :;,)<~' : ~,. . -/::I:l~ : . ~ ' 1$1'.,.". ,,,. i!" ........ '^' - " ,", ,," . .'" . " ,,'~. . ~.: . C" .,,'. .. ". .. -,-<..." ~ ti. '" (0""'--" . · ..... .." :"~,,,,",:.~ - \) . " .., . . . ",.~.'" -. , =,,-" 'j () __ . . ' ~...O" . r=" ." .. J- 1 I" -...~I aT ~~..."'i.rt ,__:...~ ,,=..' ,~. )1 " --i ~ ...... .->. _-nti~;' ". ~ I . ~ ' , b Ii' (10;;' '-'- J,!:,"~~ 4'~;.",,!O , r ,,<---J I .",,: ,~p-" '. ..-'" Cfr_...-.l,,,.. ~ .'.j ~ ' ,~~ ~ -::=-. "~!\J"I,I,,I~II.;:r-.-:- -'\f -- ~ ....: 1 I ,Ii J...ITI"-I-,,~I I ~. , .~. . l:J::::Q , "......J . I .'" "" ~ "'....._g~~J;.0~>. lJ......~ .L ,----, I . - ~,.. · II' "..,.=.=.",,,, .. '\I)' -- .' - - ....,. ~ ..,.... ~..,,,>-;..,,, : _ 17 I' I ....:",,>0 "-r'- ~,...'. : .~~:." u 1 , " "~ .~~" -- . . ..." ~ " I I-----.. ,I:' .~.-"l0~.: .. ~ ,--,. , ., .' ...' "., ". " . . ...~ . .~"" " ~ L I I ' .. ",""-"" ,"" .'""'~",'" <.. . .: """,.~..,' '0-' . "', ,,<c.'- . , , ! '1"'" "'" ". '. ,,""" · ..""". ~ ..~~~.,,','..' ','" J ~ '\j , I .'~'" ~ · 0 .~';, .....\ " ' ' "l '._ mm ~ .. ,,,,,,,"" 'C' .~.~,. "".."...", ..".' c _jS_ ~,. n.' """'..' .,,:. """"" .,,0" . -Ie '.) , ... I ~ "'" ",..;.:-, - ' ~ If----r.li;r;...~= U/'-:Jl?I,J(. ,~~" ~ "~. ,~___ 0'_ ~ .....- ."- ~ - .J!> ,.-' _, _.... .. I ~ I j.t.. f7B' ,LL,,-rc--If"""~ -..' c '. ~~...._ _" ,l-;.. . L~" ~"J' .. ~, ~'C ,. ~ = . ' ,~ "" ' . ..., ,~ ~~ " '" . .. . . '" l.., ,-" . ,. ....... - - " ~ ~"......~ .' . . ",:, ,11 K~ ~a~l; .,,~ . ..71l D . " [ . . --<'" . iGJe"" 'II' . . ~ , . '" . .f ..'J' ,~~..~ rill-ffi'ii .. ," --. ~'::-"'L '~7' ._~: H \~:'I':: 'L'ip:!jP~"'~ .., . . .~c ," ~...,,!'l.' . ,'~'~'''''- T ._. I ' : l~ .~ m~\ y~~";~-- ~...,,, "- i ..! ~ iY ' .." ,,' .lU!'" " " """a ----j , .e "I "\l \ :-{,'" ~"'~';"'-l1"'~ ~~//II"~' ~Ob'.:J\i ~ , .." .. ",' ",' _ J...-/ -;, ______ .--,.- :' ~ ,~l=' ..' '-'~' -~ . '" .~-' .. .. -'. . " ' ; ~'," ,~-: . '" ".."..". 1........ I J>'@:.,..',.".+'I'm,o"vA",,!,h .,,''\ 3Jr.lu...Tf" -' .., I ..' . ..,..............1 I Ii I ~ ...... " . .."~ -- . ,,-~ .' c.' ,~,."....._ '" ,-~'~ ,"moo' I: 11u ,'_.'P.,,~ ~ ~Vj ~ " ",-",' . .. ~' .". _ ,~~ _. " "" ,__ \ .,4 I :t',~,.;I'-l r\ ~ ""'1,,~><:::,"!""'-"-'::h'-='~' c: ~~~.._,' " ': E.i';L~T - ~. ,:,~"",.....'Jf.:,"" \J " ~.,-. ,''''''~ 0' .' ~ ~~~. 1.:", 11 ~..,_.._. ,,~~~"'^">--' .' '. 0'" _,_,177 - <l" '- ~-,,' """',~.,.. .. ",'" .~~.... , 1 ...,.".- . .::.."'~~:......,~'~ ..' ..' .. . . . ..." .--' ~... -- . " ~/ ;...~i.!;, ,'" I,r::~ ::':,:-'''~-- :-.::"..~ ' :~'~ -:,,'~~l~'~-::o~ , V/ v", ~,r.- +-o-'~ I '" . '..,... . ",,~'~w"~'~' ..~.;; '< C.. ,... _,,,' . ' . ~. .,. v. ~,,' .~ _.:'" .."~ ,,,c~" .. "" -.. ~ ,,".' ~,"~' , '" ' : .' '." .." ." __'" ,", ' . ' ~ ~ I'"'''' /1~f0" I I P:: E: t',- ~:~ . ' ... I . . . ..~., -' :r[s; .- . . I ~~iOj' '-I ,...J-H",-;;;cr' .' "..",........... : 1l "',. ,>' .~. . ~= ~r:::.., r.,.._....... i,": ..,.~.,' .' . -' : ",,~ .,',. . ~ . . "~.' .- --~ "--'-' - ' -- - " .= .....-' " . II: '''''" ',' __l:J ,?j '.' . , "'I'llli..'.'.. ' ~ .~ . ... 1'1:" .~~ "-7::- . . --,,,....,,,,. '.' ",' .,' .' .'; '.~" .'" .. ,. .~.., (.. Ea """,.;;." ~"..,= ... -;--"" ,,<11-, ,,,,,-,,,,ll :": ::: ; ;:"'~n~~~~~' . " . ~'-",",' . "'_.__. .".1.' . " ~ ~ ..u , . .,,,,, "."~ ,,""~ """" .. '.'~. ' , ~. . -'.. ,", ...' . ~ ....,=" "..~",=,~ .", .,--.."" """".. .' ..' ,~ ~.l ti!I~~.":;J. Ei:l .-.lg'-'~ ~~ ~ . u -, -:+l~. r-~~.... .. .0. ','If :F':\-'E' ".'T .--,.~". ", . ~'-- "."' !"', ~ -~"... "'" " .. " .' ,. '"" ~--', '"'" ..... .,. .' . .-. z;..:,j ~..;:r.:,"......,~. _ ~:"'"::::: 'd'" L~' ... -f7;;J ___ _ .. :' ~: :.: 1;::-,," -.' .~"" .:/ ---: / J ,.-;:n;M7/ _ · ;, "" ' -~7."-' . · .:~. " y .'~ p.' ."..,' '., Ir" ' d"" .'- .' ,. ...' , ", .. '0"" ,," _ _ W _.~~"P" . /f' .- ''C. ',::::' .. .. ".':.'. ,c.., ,/ " - -.. ' /,{.~'.~ _. -.. - ~ I~ _ 0< ~! ~~ c :r ~ n JAN-14-1999 16:31 651 292 0083 P.01/03 . TKDA TOL TZ, KING, DUVALL, ANDERSON -'ND ASSOeIAT5$, INCORPORATED ENGINEERS. ARCHITECTS. F'L.ANNERS 1500 PIPER JAFFRAv PLlZA 4<< CEDAR STREOT SAINT PAUL, I.lINNESOT A 55' OH140 PHONE:8511292.44QO FAX:65112ll2-coea MEMORANDUM To; Scon Erickson Reference: Increasing; Sewer Capacity. Copies To; Bunker Lake Bid. Trunk Sewer Replacement Comvrehensive Sewer Plan From; Thomas Prew, P.E. -rP Andover Minnesota Date: JanuaIy 14. 1999 Commission No. 9140.99A I have reviewed various options to increase the available sewer capacity within the system. Background! Problem The City'~ most recent 2020 sewer service area proposal (attached) produces peak flow rates that are greater than the capacity ofthe Crosstown Boulevard trunk and the Bunker Lake Road trunk, between Crosstown Boulevard and Crooked Lake Boulevard. Solution Through 2020 After reViewing several options, I would recommend that relining the concrete sanitary seWer pipes with a plastic linear as the most cost effective way to increase sewer capacity in these areas. The other options would be replacing the pipe by either pipe bursting or open cut. Either of these methods is significantly more expensive that relining. Another factor is that relining of the concrete pipe will probably be a necessary maintenance procedure for these pipes within the next 20 years. The table below gives the estimated flow increase and current cost to reline these pipes. I used an increase in capacity of 25%, (conservative) and costs of $90.00/ft for construction, 10% contingencies, and 30% indirect. Pipe Existing Relined 2020 Flow Estimated Cost Capacity Capacity Estimate @ $130.00/ft 24" Crosstown 4.52 MOD 5.65 MOD :5.31 MOD $1,209,000.00 Boulevard Trunk 24" Bun}{er Lake 5.04 MGD 6.30 MOD 5.55 MOD $130,000.00 Boulevard Trunk An Equal Opporrunity Employer JAN-14-1999 15:31 551 292 0083 P.02/03 Scott Erickson Page 2 1/14/99 Additional Trunk Sewer Capacity By relining the pipes, the city could include an additional 300 acres to the proposed 2020 sewer service area. Beyond 2020 - (Also a 20<1 Option for thru 2020) If the city believes there will be the need for sanitary Sewer service area beyond the 2020 bolUldary, relining alone will not give enough capacity. Bypassing Or replacing of the two tnmk sewers list above, plus the Cooll Creek trunk sewer would he necessary. This solution could also be used prior to 2020, if the City believes the cost to reline the pipes is too high. Since replacing these long lengths of pipe would be quite costly, a high capacity lift station would be necessary to redirect some of the flow. This lift station would be constructed near the Coon Creek trunk sewer where it crosses Hanson Boulevard. Forcemain would be used to pump up to a future sanitary sewer located near 138lh Street and Hanson Boulevard. This sewer would drain to the Bunker Lake Boulevard trunk sewer. The cost of these improvements would be proportional to the amount of area served, but I would give a ballpark estimate of $300,000.00 for the un station and forcemain. The section of Bunker Lake Boulevard trunk sewer between Crooked Lake Boulevard and Crosstown Boulevard would need to be replaced or paralleled with another sewer pipe. The cost to replace this section of pipe with a 30-inch Rep pipe is about $280,000.00, including street restoration. New capacity of this pipe will be about 9_0 MGD. Because the Bunker Lake Boulevard is scheduled for reconstruction this summer, the City should consider enlarging this section of trunk sewer now. Included in the County's project is a new bridge over Coon Creek. Because this bridge will require relocating a portion of this sewer, the county will already be paying to replace some of this sewer pipe. The City could pay for replacing the: remainder of the pipe at his lime also. The cost savings in restoration, and the County's share of replacing this pipe, will more than make up for the interest the City will lose over time. Estimated City cost to replace this section of trunk sewer during the Bunker Lake Road Reconstruction Project is $150,000.00. Recommendations The City should request that the section of trunk sewer on Bunker Lake Boulevard. between Crooked Lake Boulevard and Crosstown Boulevard be replaced with a 3D-inch RCP sanitary sewer. The cost sharing method should be approved by the City Council. Monitor the flow and the condition of the Crosstown Boulevard and the Coon Creek trunk sewers for future relining or by passing. Currently the City has about 3500 connections in JAN-14-1999 16:32 651 292 0083 P.03/03 . Scott Erickson Page 3 1/14/99 Additional Trunk Sewer Capacity these pipes, they can handle about 6100 connections. These pipes will begin to reach capacity at about the year 2010. tdp "> .. TOTAL P.03 , , . , CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE: December 15, 1998 AGENDA SECTION ORIGINATING DEPARTMENT Staff, Committees, Commissions Scott Erickso~ Engineering ITEM NO. 10. Comprehensive Plan Sewer Discussion Over the past year or so the City Planning Department along with the Comprehensive Plan Task Force has been reviewing and developing recommendations for the redevelopment of the comprehensive plan for the city. One chapter of the comprehensive plan which has been reviewed is its sanitary sewer section. This section of the plan identifies our urban service area boundaries to which we could ultimately extend municipal water and sanitary sewer services. During the task forces review of this section, the question of "ultimate" sanitary sewer capacity came up and a review was performed to determine what the capacity of our existing trunk sanitary sewer system is and whether or not our system as it currently exists today would have the capacity to handle "all" of the anticipated future development as defined on the comprehensive sanitary sewer map. Based upon a review performed by consulting engineers TKDA the existing trunk sanitary sewer located on Bunker Lake Blvd.(between Crooked Lake Blvd. and Crosstown Blvd,) and the trunk located on Crosstown Blvd. (Between Bunker Lake Blvd. and Andover Blvd,) will not have capacity to provide sewer service to our ultimate service area. Essentially these sanitary sewer trunk lines, assuming current development rates, will reach their capacity within the next 8 years or by the year 2006. This would result in approximately 600 acres currently identified within the urban service area which would not be serviceable with sanitary sewer unless additional trunk improvements were to be constructed, The review of this issue was initially to be presented with the proposed revisions to the city comprehensive plan but with the additional time needed to complete the plan revisions and with the "- upcoming reconstruction of Bunker Lake Blvd. it is necessary to discuss this issue independently in .order to determine if addition sanitary sewer trunk improvements need to be made at the time of the reconstruction of Bunker Lake Blvd.. Attached is some additional information the compo plan task force has reviewed regarding this issue. As the results of this study were surprising to staff we did go back to review some of the history leading up to our current compo plan in order to help in determining why the sanitary sewer will not have sufficient capacity to meet our currently defined urban service area boundaries. It appears that essentially two items contributed to this issue. The first item is that the original sanitary sewer trunk design for the city did not include a large portion of the area which currently defines our urban service area. Secondly, in revisions made in 1986 to the comprehensive sanitary sewer plan boundaries it was noted that sewer capacities may be exceeded for the Bunker Lake Blvd. trunk between Crooked Lake Blvd. and Crosstown Blvd. This information was not probably much of an issue at the time but has recently come to the forefront with the revision to the comp plan and the street improvements scheduled for Bunker Lake Blvd, for next year. . , < . I RtCEIVtD TKDA DEe I 0 1998 TOLTZ. KING. DUVALL, ANDERSON NO ASSOCIATES, INCORPORATED ENGINEERS. ARCHITECTS. PLANNERS 500 PIPER JAFFRAY PLAZA 444 CEDAR STREET SAINT PAUL. MINNESOTA 55101-2140 PHONE:6511292-44oo FAX:6511292-0083 MEMORANDUM To: Scott Erickson Reference: Previous Service Areas Copies To: Comprehensive Sewer Plan ;ho~as Prew. P.E. r Andover. Minnesota From: Date: December 8. 1998 Commission No. 9140-98A Attached are copies of drawings from 1974 and 1983 showing the planned sanitary sewer service areas. I have also included the flow projections for these areas. These figures show that in the past the planned service area was far smaller than our current 2000 MUS A. However, when these studies were done, a higher estimated flow rate was used than is currently used. This is how the City has been able to expand the service area over the years, without increasing the capacity of the infrastructure. You will also note that over these years, the size of the Crosstown Boulevard trunk sewer was changed from the planned eighteen inch, to the actually installed twenty-four inch. Please let me know if you have any questions. An Equal Opportunity Employer ---' [ " ABLE 3 - TABULATION OF TRUNK SEWER DESIGN FLOW AND CAPACITIES , , ! . Required Required ! 'runk Area Served Peak Sewage Accum. Peak Pipe Size Pipe Available ! egment (Acres) Flow (CFS) Flow (CFS) (Inche s) Gradient Capacity , Test Trunk f-L 96.2 0.37 0.37 15 .0015 2.5 ,-K 166.0 .0.92 1. 29 15 .0015 2,5 :-J 143.2 0.55 1. 84 15 .0015 2.5 -I 53.5 0.21 2.05 15 .0015 2.5 -H 116.9 0.40 2.45 18 .0012 3.7 ~ {-G 53.5 0.21 2.66 21 .0010 5.0 l .-F 150 0.90 3.56 24 .0008 6.6 , '-B 262.4 0.98 4.54 24 .0008 6.6 1 , , . ;ast Trunk ,. ; l-P 120 0.93 0.93 15 .0015 2.5 , ~-O 125 0.48 1. 41 15 .0015 2.5 )-N 194.2 1. 30 2.71 18 .0012 3.7 , ! iortheast Trunk i ~-D 560 2.06 2.06 21 .0015 6.2 )-C 263.7 .86 2.92 24 .0008 6.6 ~-N 195.7 .57 3.49 24 .0008 6,6 i-B 115.1 .54 6.74 24 . .0010 7.4 outh Trunk 3 -A . 253.8 .88 12.16 36 .0005 15.0 Denotes in place Trunk Sewer Line -21- \~~3:l: I! I fil~ co ~g ~ :- w~ m r :? ~>~~~~ z 2 I ocnJ:~J:O z l2 ~ r2 13 1i! ,~~",~",F- 8:E ~ ~~QOC~ ~zz ~~ ~~~ ~~~~~ c~~~~~~ ~ l5 ~ 0 0 Z~--Nffile ~ :;: u. !:!: li) Ii ct ::>z- ~ C ~ oJ i5 ~ ~ffi;>Z:::!1- ~ ;z Cl a: - ctl-Z~ ct ct 5 ~:: ..J~-~ u. l:'.l ::l "'w Q. en 00 ~a ~cn Z g~~ ~ ~~ ca ~ G ~ ~ a: - ~ Z Z 0 ~ 8 :r )~~_, ___~_ I!", \ '''. I , '" '... I "... ! . [;- . .... ., 0 j 'T' " .. ._.__. _._ I ;! ro 0 I I/.... ,. "- I , . .; ...-:%,"':~" - ... ; '".-."< It) - , , . j i I" " - ., _.. ''Co ... i ,_..~_J _..tl. ...~ II" , .. f~! . . . . '~ I ,,; I : ',: ;j -*--w . I \. / I ( .. . I I I r .. . . 1 . ! t I .. ~ I I' ',' i ' I , ,. I --+.--+_,...._ :..._'~' , -~--- < j : t ..<> . . .. ..... 'L' /._1. I '" I , .. ---_..~-_.. .-- .....-... .. ~ ......."ii ~ _ ~ ,. N ~}~: <=> 'r. i~... 'Z. '" .., '\ ~,..... I- I I I >> I ~, . 'I I , .' . .",. .....~ " :., ..' ;, ... .. I. ., '*:,J"~~~'::::N:),,'~'l'W: ~ .... 0 ~ fJ....>>....r. r I ,...... -.., .._....r~ ....... I i1,1' <Xl ,', '~""""'l ' ,1 '~~1' ..: ' ;~! j ;1; :. I ,<, ~ [~-j I;:: tn " ~.;;" -: i'''f'~J'''... ,,~~;<;,y,y,:wh I !IIW'i19F!"\';,*'iii~---'- '- -e- ..::.,<- ...,-- -..., I ~. , T I if l ~ I ~.'.' ~ tr I . . . . ~ \":,=,. ~ t ';~f~ \ i '..' :...I .. \ ~ .of I ~ i iJllll" 8~ ~ ~i · ~ I" ~~. o 0 en en E.r af6y M g b~C ... cn 06- C C I.... 11)- S ..2.c ~ g- .- en ,... D C > = G) cn~.n ~ ... w > C "'1: i"" ~ ~ en en .- ~:;) 0- G) C C - -.ill - ." en .- 0 ,.g a.. G) >- C ._:;) 06- cs .'t:> i :2 E .Ii 0. u en :;) -= 0- e ... _ ~ .;: Q. g) .2 !!: tJ ~ -~!\---'-----~_._........n .. . T~ ----'-- liT ""-II ~ , ~ I (~ I..,..,.,.. "- . ,qb ,J! " r I c, . ..../" .. ~-" "',' ,,","-- :"" 0 '-C.. .y! ~ ...... f- -I ./. . cr -- .....- . I -'-".--- '--":. <",'" I I, ~un,"_ r{ . - -'"l/-"'-- r .." ~~""" i ~" " "' .. r l=' r;r ~I ~ - -'( -~-. ...--;- L:J"" i\(.~ ~ @, (~"I c -'-~~ ~ " n ~- M '.. 1 .... -1. ' ~"'. " u ~ ~ ~.. ., - . ~ '~A<'~' ...>1.. ;''.r.m; :...,.'.; r __ "ll: __ ............. ~ e- ~').,f~., .:::!. .....,.. r..R... ">;) ~:..:-_ -- \1,4 VI> , '.. _. <\o:::~ . . '" "--.-- .... ~--.~ ~... it .....\- _ ~\ ~ S- . n . ~ \c ~ ~iGP. i <? ~ L.c::~- ~-h (S t / ..' ~-~ I~),~....: I~) ~. ~ ~ +- I ~.,~ _ ;'..::. '. ~ _ -'. ~ ~ t/) .-1-.-.----- --".~ ." ..-.,,,,... .. t II ~ .v I ~V 1-,1, Jl.r-r _ I Y Q ~ --------.... I .- -ti I ~ .'.., L - ~ -- i I !(~ ?I~; :. "', r ~ ~ I V ~ ,~~. ': . '. U N I I .... 1_ ,\;-: '" I N -- N /y I \0 I ~ I 'J T :i; : . . ' - 1 \.~, _ . V---- / I '" <1 J:l';j,i'. '-! ~ tJ......: . R);' , ....J ,--., I. 1 .... '- "' '0 M'. ..-::: - "Il""'~ !. ,.....-t.,'-. '---. ' . -;-- -I TI ~7!I'.~' ,.. .':~'.o ~..+I-lli : b.1t ::1:1 "'-.. . ,",,-, 'I H// ~~". ~ ., - . lJ~'< ~ ". . . r--- ' ") I ~ '" ,. I:=;: , -- ..........----... . \ '\---v I, }'_ ' ~ f~ ' .. ' ~- :;;l'q: '----- ......... .~\ I ~ . II '-. ' fri __,. .. .[.. I.... '--.-.., ..--1--->---lLU . .- ~1"":?<'7L '~_ i,~Vi ~_ .. hn--"I I \ \\ r~J)~\\... P'T '-, !"", ~~ c Illfl '/X\ 1-- ---.. I ~ ~ I ;G ~ 1('-'''- r- -1 "n JlI _... _. .1. . .. I" '__ u_ ____ i./ r.- bUTZJl'I 1.....1 u - - - II . _. I V. ,.~'" ~[::7 ~\ / _ \ (~ ~ I Y, ~./.I/ I III I); ~ : I \ ;r I '. lI. ! ~!~rL_u I ~_. _ ^____ L.._. \ I t.. ~~, f 'I If' LA 'lii , ',> .1\-- '... I I I '<(~ l' :. ~t! :,:;. . 1 Q --../ ... - --- ---- ... -..-- - I - '- . \ -z., ,...., ~ - ':q\ L;' I1I11I11 a -:e._ I 1L co ~ Iff 1111 V ~ I 'I I:f- , I --1 r u- (~ ;1'" . ..... - \\;.~" I'lli / ~ l~ g l ....... ILl ~ \0. lllJ - Tl ...__ _~ . _. ...... 1--..---.... ~ ' [o~l >/ C!"'if>~O"( .. ~Jj .',.- ~)~~ . .. I ~ fj I ~Il= :!ll~ - _. "-_.. - "--. ~ --- t -- .........-.. ,~I:olnl - . I I Iv , '. Il~ h/Y_.b - __u_, ---o....l . .. ... ~'51 ~ l\?'''-I' ~ I · I I~~' , 0-1 rll c-.;: i I ~:!!= l=lI=l= . . n M ... r -......(_~ ,I J~' ~>-'_~ ~ ~--. y -~ - ~f- .I41ml I I. "'\ \ Sl >N' ~ .. \~"'---k'-l _ l ) = -:- ~ . '-.?&V ~_ ~ ~':l>- I yt- ~ " TOLTZ, KING, DUVALL, ANDERSON SAINT PAUL, MINNESOTA AND ASSOCIATES, INCORPORATED ENGINEERS-ARCHITECTS-PLANNERS JANUARY 30, 1987 REVISED: MAY 19, 1987 JUNE 22, 1987 REVISIONS TO ANDOVER'S COMPREHENSIVE SANITARY SEWER PLAN OF ANDOVER'S COMPREHENSIVE PlAN ANDOVER. MINNESOTA COMMISSION NO. 8748-01 I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Minnesota. -- , ,---7 ,- -- /'" ...../ . '" ,J. ." t.:.--.//;:?? . :,>r;;,~/'.//?"r:4?-/7-1.. /John L. Davidson, P.E. / Registration No. 8480 -1- 8748-01 ,'~f'f~'-'";:"":".-. " : REVISIONS TO THE COMPREHENSIVE PI AN FOR TRUNK SAN I TARY SEVIER I MPROVEMFNTS ANDOVER. MINNfSOTA ,,' "' J ) ) Scope The City Council of Andover has directed that the master plan be updated to add area to accommodate the projected residential development. It is the intent of the City of Andover to util ize the maximum hydraul ic capacity of the existing sewer system without using lift stations. Study Are<l The study area shown on the attached map (Exh i bit A) was de term ined by using the 50115 map from the Andover Comprehensive Plan, elevations from the U.S. Geological Survey quadrangle maps and the Mark Hurd contour maps. The study area correlates closely with the original SAC boundary for the Coon Rapids Interceptor. The study area also correlates with the natural drainage basin of Coon Creek. History The 36-lnch interceptor line located on Crooked lake Boulevard at the Coon Rapids-Andover boundary was constructed in 1975 at a depth varying from 20 to 32 feet. The 36-lnch interceptor was extended to Bunker lake Boulevard. A 24-lnch interceptor was extended east and west of Crooked lake Boulevard to provide service for the anticipated growth in these areas. The 24-inch Interceptor line was extended to the north from Bunker lake Boulevard to service the Northwoods, Red Oaks Manor, and Smith's Green Acres. An 18-lnch Interceptor line was extended to the east along Bunker lake Boulevard to provide service to the developing areas. A contract was prepared and bids received In 1986 to extend this line further east to the AnOka County Highway Shop. The bids received were 30% over the engineer's estimate and were rejected. The City of Andover elected to revise the comprehensive sewer plan and extend the Interceptor line along Coon Creek at a much shal lower depth than the proposed Interceptor line along Bunker lake Boulevard. -3- 8748-01 t - ,,( I I .> /Procedure f .. The Mark Hurd,contour maps were used to determine areas that are suitable for , , development ~nd areas that are not suitable for development because of > , surface water problems. The SCS soils maps for Anoka County were also used l to determine areas that are not developable because of poor soils. ! Those areas that are platted with large lots for septic tank systems (Rol ling Oaks and Evergreen Estates) were excluded from the proposed service area. Bunker HII Is Memorial Park and the areas shown on the map designated as agrIcultural preserve were also deleted from the service area. A portion of Watts Garden Acres was also excluded from the service area because It Is more practical to divert the flow Into the Coon Rapids system. Design Criteria The fol lowing design criteria were used for this report: Density - 2.1 units per developable acre. Flow - 240 gallons per day per unit. This Is based on 1986 f low records. Peaking Factor - See Exhibit "B". Conclusions The existing sewer system can be extended to service the area shown on Exhibit "0". The capacity of the 24-inch RCP sewer located on Bunker Lake Boulevard from Crosstown Boulevard to Crooked Lake Boulevard may be exceeded in the future* and It may be necessary to increase the capacity of this pipe at a future date. If future land use creates a demand for sewer service beyond the area outlined In Exhibit "0", it may be necessary to divert a portion of the flow from the 24-lnch line to the 18-lnch line by using a II ft station and forcemain. Feasibility The proposed project Is feasible. * If the service area Is expanded beyond the currently shown gravity service area. -4- 8748-0 1 RECEIVED DEe 01;1998 TKDA CITY OF ANDOVER TOL TZ. KING. DUVALL. ANDERSON AND ASSOCIATES. INCORPORATED ENGINEERS. ARCHITECTS. PLANNERS 1500 PIPER JAFFRAY PLAZA 44. CEDAR STREET SAINT PAUL. MINNESOTA 55101.2140 PHONE;6511292-"OO FAX;6511292-0083 MEMORANDUM To: John Hintzman Reference: Comprehensive Sewer Plan Copies To: Andover. Minnesota From: Thomas Prew. P. E. ~.? I Date: December 3. 1998 Commission No. 9140-98A Attached is estimated flow projections for the areas proposed to be served by sanitary sewer. You will note that the Crosstown Boulevard trunk sewer and the Bunker Lake Boulevard trunk sewer will be over design capacity at the end of this planning period. Ways to address this problem include replacing and/or relining these pipes; installing a new trunk sewer to serve areas west of Crosstown Boulevard; or reducing the sewer service area. Changes I have found from previous Comprehensive Sewer Plans include inclusion of Agricultural Preserve properties (320 acres) in the sewer service area, expansion of the sewer service area eastward towards Ham Lake and northward to 161 51 Avenue. I did review the significance of the boundary line that appeared on previous Comprehensive Plan maps. This line which runs along Andover's Boarder with Ham Lake, from the north side of Smith Rolling Oaks to 161 Sl Avenue. and then westward along 16151 Avenue is the limit of ! gravity sanitary sewer. You will also note that the 1986 map does show large areas of wetlands that are currently I I included in our sanitary sewer service boundary. These wetlands are certainly areas (about 160 ! acres) which could be deleted from the current plan. I have also included a copy of our 1987 Sewer plan report which discusses the fact that some trunk sewers may not have capacity for property outside of the year 2000 MUSA. Please let me know if you have any questions. Tom An Equal Opportunity Employer 1999 COMPREHENSIVE SANITARY SEWER PLAN CITY OF ANDOVER, MINNESOTA (Draft 12/3/98) Scope As part of the City's Comprehensive Plan, an updated sanitary sewer plan is required. This plan is used to show projected sanitary sewer use and future construction through the year 2020. Please refer to Figures 1 and 2. (By city) History In 1975 a 36-inch trunk sanitary sewer line was north along Crooked Lake Boulevard to Bunker Lake Boulevard. From there, 24-inch and 18-inch trunk sewer was extended east and west along Bunker Lake Boulevard to provide service for future growth in the City. In 1987, the Crosstown Boulevard Trunk Sanitary Sewer, a 24-inch pipe, was extended from the intersection of Crosstown Boulevard and Bunker Lake Boulevard northward to the north side of Coon Creek. This trunk sewer was designed to receive flow from land within the year 2000 MUSA Boundary. In the Comprehensive Sanitary Sewer Plan approved in 1987, it was concluded that this trunk sewer, and a portion of the Bunker Lake Road trunk sanitary sewer, may not have capacity for additional from flows outside of the year 2000 boundary. In 1991 through 1996 revisions to the 1987 report did show that there was remaining capacity in these pipes for properties within the 2005 MUSA Boundary. In 1994, the Coon Creek Trunk Sanitary Sewer, a 24-inch pipe was constructed along the north side of Coon Creek from the Crosstown interceptor to the intersection of Prairie Road and 140'" Lane NW. Recently, the Bluebird Trunk Sanitary Sewer and the Pinewood Trunk Sanitary Sewer were both constructed northward from the Coon Creek Trunk Sanitary Sewer, Procedure The City staff met with property owners, and others to determine future growth pattems for the City. The presence of wetlands, poor soil, and the statuses of agricultural properties were also taken into account when determining the 2020 MUSA Sewer Boundary. 12/03/98 1 9140-98A Comprehensive Sanitary Sewer Plan Andover, Minnesota Design Criteria The following design criteria were used for this report: Residential Density 2.1 units per developable acre. Flow Rate 210 Gallon per day per unit Peaking Factor See Exhibit (?) Conclusions (12-3-98) As shown in the attached flow breakdown, the Crosstown Boulevard Trunk, and the 24- inch segment of the Bunker Lake Boulevard Trunk will be over capacity with the proposed 2020 MUSA. Ways to address this problem include replacing, relining, or by- passing portions of theses pipes; installing a new truck sewer to serve areas west of Crosstown Boulevard; or reducing the proposed 2020 MUSA Boundary. 12/03/98 2 9140-98A '. Comprehensive Sewer Plan Andover, Minnesota Commission No. 9140-98A Bluebird Trunk Sewer 18"@ 0.12% YEAR AREA CONNECTIONS CUMULATIVE AVE FLOW PEAK PEAK FLOW CONN. (MGD) FACTOR (MGD) Winslow Hills 177 177 0.04 4 0.15 Elementary School 88 265 0.06 4 0,22 Oak Bluff 99 364 . 0.08 4 0,31 Hartfiel's/Sharon's/Fox Woods 133 497 0.10 4 0.42 Old Colony/Creekview 142 639 0.13 3,9 0.52 Foxberry/Jonathan 120 759 0.16 3,9 0.62 1995-200C Chesterton 1 Cambridge 350 1109 0.23 3.8 0.88 ?? South of Winslow Hills 3rd 30 1139 0.24 3.8 0.91 W of RR; Crosstown to Andover ?? Blvd. (280 Acres) 588 1727 0.36 3.6 1.31 ?? N of Crosstown; w: of RR (240 A 504 2231 0.47 3.5 1.64 Capacity =2.57 MGD 12/3/98 Page 1 Comprehensive Sewer Plan Andover, Minnesota Commission No. 9140-98A Pinewood Estates Trunk 18"@ 0.12% YEAR AREA CONNECTIONS CUMULATIVE AVE FLOW PEAK PEAK FLOW . CONN. (MGD) FACTOR (MGD) Middle Schoo V City Complex 139 139 0.03 4 0.12 Pinewood Estates 174 313 0.07 4 0,26 Andover Blvd. 23 336 0.07 4 0.28 West of City Complex along Crosstown 21 357 0.07 4 0.30 Woodland Estates 165 522 0.11 4 0.44 1995-200C Grey Oaks 300 822 0.17 3.9 0.67 1995-200( Fox Hollow 118 940 0.20 3.8 0.75 ?? West of Woodland 30 970 0.20 3.8 0.77 ?? Kozlowsky (80 Ac) 168 1138 0.24 3.7 0.88 ?? Slyzuk E. of Nightingale (24 Ac.) 50 1188 0.25 3.7 0.92 ?? Lunds Evergreen Est. 20 1208 0.25 3.7 0.94 Capacity =2.57 MGD 1213/98 Page 2 . Comprehensive Sewer Plan Andover, Minnesota Commission No. 9140-98A Coon Creek Trunk 24"@O.O80/0 YEAR AREA CONNECTIONS CUMULATIVE AVE FLOW PEAK PEAK FLOW CONN. (MGD) FACTOR (MGD) Crown Point 60 60 0.01 4 0.05 Weybridge 135 195 0.05 4 0,21 140th Lane NW 11 206 0.04 4 0.17 Crown Point East 107 313 0.07 4 0.26 Hills of Bunker Lake 507 820 0.17 3.9 0.67 Anoka County 42 862 0.18 3.9 0,71 Hanson Blvd Commercial 60 922 0.19 3.8 0.74 1995-200C Shadowbrook 411 1333 0.28 3.7 1.04 South of Andover Blvd, North of ?? Coon Creek (360 Ac) 756 2089 0.44 3.5 1.54 South of Coon Creek, East of ?? Prairie Dr. (60 Ac.) 126 2215 0.47 3.5 1.63 ?? E of RR, N of Barnes (720 Ac.) . 1512 3727 0.78 3.3 2.58 Bluebird Trunk 2231 5958 1.25 3 3.75 Pinewood Trunk 1208 7166 1.50 2.9 4.36 Peak Flow 4.36 MGD Plus Landfill 0.13 MGD Total Peak Flow 4.49 MGD Capacity = 4.52 MGD 'A portion of this area could also be served through the Bluebird trunk sewer. 12/3/98 Page 3 . Comprehensive Sewer Plan Andover, Minnesota Commission No. 9140-98A Crosstown Boulevard Trunk 24" @ 0.08% YEAR AREA CONNECTIONS CUMULATIVE AVE FLOW PEAK PEAK FLOW CONN. (MGD) FACTOR (MGD) Kensington Estates 233 233 0.05 4 0.20 Red Oaksl Northwoods 503 736 0.15 3.9 0.60 ?? Ever/and Property. (140 Ac.) 205 941 0.20 . 3.8 0.75 North and West of Shady Knoll ?? (160 Ac.) 235 1176 0.25 3.7 0.91 ?? Slysuk (80 Ac) 168 1344 0.28 3.7 1.04 Coon Creek Trunk 7166 8510 1.79 2.9 5.18 Peak Flow 5.18 MGD Plus landfill 0.13 MGD Total Peak Flow 5.31 MGD Capacity 4.52 MGD Over Capacity 599 Acres 1213198 Page 4 . . Comprehensive Sewer Plan Andover, Minnesota Commission No. 9140-98A Bunker Lake Boulevard Trunk (Crooked LakeBlvd. To Crosstown Blvd.) 24" @ 0.10% YEAR AREA CONNECTIONS CUMULATIVE AVE FLOW PEAK PEAK FLOW CONN. (MGD) FACTOR (MGD) Crosstown Trunk 8510 8510 1.79 3 5.36 East of Red Oaks 195 8705 1.83 3 5.48 Red Oaks 5th 67 8n2 1.84 2,9 5.34 Hidden Creek 365 9137 1.92 2.9 5.56 1995-2000 Andover Commercial Park 84 9221 1.94 2.8 5.42 Peak Flow 5.42 MGD Plus Landfill 0.13 MGD Total Peak Flow 5.55 MGD Capacity 5,04 MGD Over Capacity 387 Acres 12/3/98 Page 5 . . Comprehensive Sewer Plan Andover, Minnesota Commission No. 9140-98A Bunker Lake Boulevard Trunk (Crooked Lake Blvd. to the West) 24" YEAR AREA CONNECTIONS CUMULATIVE AVE FLOW PEAK PEAK FLOW CONN. (MGD) FACTOR (MGD) NW Area 966 966 0.20 3.8 0.77 Temporary CAB area 161 1127 0.24 3.7 0.88 1995-200 Stonsteby 10 1137 0.24 3.7 0.88 1995-200C Dehn's Addition 29 1166 0.24 3.7 0.91 2000-05 South of Dehn's Addition 104 1270 0,27 3.7 0.99 Peak Flow = 0.99 MGD Capacity = 4.40 MGD 12/3/98 Page 6 . . . Comprehensive Sewer Plan Andover, Minnesota Commission No. 9140-98A Outfall Interceptor to Coon Rapids YEAR AREA CONNECTIONS CUMULATIVE AVE FLOW PEAK PEAK FLOW CONN. (MGD) FACTOR (MGD) Prior to Bunker Lake Blvd. East of 2020 Crooked Lake Blvd. 9221 9221 1.94 2.8 5.42 Prior to Bunker Lake Blvd.. West of 2020 Crooked Lake Blvd. 1270 10491 2.20 2.8 6.17 To Crooked Lake Blvd. 148 10639 2.23 2,8 6.26 Peak Flow 6.26 MGD Plus Landfill 0.13 MGD Total Peak Flow 6.39 MGD Interceptor Capacity = 12.0 MGD 12/3/98 Page 7 ... CITY OF ANDOVER - REQUEST FOR COUNCIL ACTION DATE: January 19, 1999 AGENDA SECTION ORIGINATING DEPARTMENT Discussion Item ADD-ON Scott Erickson~(, Engineerin ITEM NO. 10. Accept Revised Feasibility Report/Order Plans and Specs/97 -49/Chesterton Commons 2nd Addition Please insert the revised resolution for this item. The revision indicates that the developer has previously escrowed for the development of the plans and specifications and this escrow will continue to be applied to this project. The developer will not be required to provide an additional escrow for this item. ~ , CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING REVISED FEASIBILITY STUDY, WAIVING PUBLIC HEARING AND DIRECTING PREPARATION OF PLANS AND SPECIFICATIONS FOR THE IMPROVEMENT OF PROJECT NO. 97-49 FOR - SANITARY SEWER. WATERMAIN, STREET AND STORM SEWER IN THE FOllOWING AREA CHESTERTON COMMONS 2ND ADDITION . WHEREAS, the City Council did on the 5th day of Januarv, 19 99 , order the preparation of a revised feasibility study for the improvement; and WHEREAS, such revised feasibility study was prepared by MFRA and presented to the Council on the 19th day of Januarv ,19~;and WHEREAS, the property owners have waived the right to a Public Hearing; and WHEREAS, the City Council has reviewed the revised feasibility study and declares the improvement feasible, for an estimated cost of $954.200.00 NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby receive the revised feasibility report with an estimated total cost of improvements of $ 954.200.00 waive the Public Hearing. BE IT FURTHER RESOLVED by the City Council to hereby direct the firm of MFRA to prepare the plans and specifications for such improvement project. BE IT FURTHER RESOLVED by the City Council that the developer has previously escrowed $ 169.000.00 for the preparation of the plans and specifications and this shall be carried forth and applied to this project. MOTION seconded by Councilmember and adopted by the City Council at a reaular meeting this 19th day of Januarv ,19~, with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: J.E. McKelvey - Mayor Victoria Volk - City Clerk REVISED FEASIBILITY REPORT for Chesterton Commons Third Addition City Project No. 98-34 Utility and Street Improvements CITY OF ANDOVER Mayor: Jack McKelvey Council Members: Julie Johnson Mike Knight Don Jacobson Ken Orttel Clerk: Vicki Volk January 1999 \illFHA ~ McCombs Frank Roos Associates, Inc. ! . ~:.c;:.,.~ 'r'--~_::.-- :~';';:7<:.:::~~.:.r_3::! . ~ :~~ ~~<~jl~~1X~~:~_: ";-7.~~~~~~ ;!~~: :.;;~:~;~ _~_:r::r-~'~--:~~u ---~ ~ _.-- ':-~~.--' -.---.-".. - '''"" ---'.-. 1 n Engineering . Planning . Surveying U n . -_\ u ,'ill~~~ n u -Y rncCombs Frank Roos Associates. Inc. n u January 15, 1999 .., u Honorable Mayor and City Council .., City of Andover u c/o Mr. Scott Erickson, P.E., City Engineer 1685 Crosstown Boulevard Northwest ,.., Andover, Minnesota 55304 u SUBJECT: City of Andover ,.., Chesterton Commons Third Addition, City Project No. 98-34 u Utility and Street Improvements ,., MFRA #12311 u Dear Mayor and Council Members: ,.., u Enclosed is the revised feasibility report for the utility and street improvements in Chesterton Commons Third Addition. This report was ordered by the City Council on JarlUary 5, 1999. There ,.., have been some changes to the plan by the developer making it necessary to revise our original July u 11,1997 report. In addition, the City sewer and water charges have been updated for the year ]999. n The estimated cost for this project as detailed in the report is $522,600.00. The project is feasible u from a technical and engineering standpoint. .., We appreciate the opportunity to serve you on this project and are available to meet with the City u Council, staff, and other interested parties to review any aspect of this report. .., Very truly yours, u ,.., McCOMBS FRANK ROOS ASSOCIATES, INC. u VI6 . ~ - n u R. Jeff Elliott, P.E. ,.., RJE:pry u Enclosures e:\main:\11912\feas3-20 .., U 15050 23rd Avenue North . Plymouth, Minnesota . 55447 phone 612/476-6010 . fax 612/476-8532 .., e-mail: mfraitmfra.com U n LJ ,.., LJ ,.., U ,.., LJ REVISED .., FEASIBILITY REPORT u FOR ,.., LJ CHESTERTON COMMONS THIRD ADDITION ,..., u CITY PROJECT NO. 98-34 ..., LJ ,..., UTILITY AND STREET IMPROVEMENTS L.J ,.., CITY OF ANDOVER, MINNESOTA LJ ,.., LJ .., u PREPARED BY: .., McCombs Frank Roos Associates, Inc. L.J 15050-23rd Avenue North Plymouth, Minnesota 55447 n (612) 476-6010 LJ ,.., January, 1999 LJ '1 u n I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly LJ Registered Professional Engineer under the laws of the State of Minnesota. ~. . n 01!15/99...........R:.J~ffEiii~;:P:E:......~it....~...............................................Mlnn. Reg. No. 19174 LJ ,.., LJ ..., U n U TABLE OF CONTENTS n u TABLE OF CONTENTS "",.....,., .".,..,..." ......" ,.. ".,'.".,.,,'.. ",.., ..." ..'..,."".,."." "...."..."....,....................".................. 1 n INTRODUCTION ......"..,.....,.,.,.., "",.,.", ,'," ""..., "',' "."."......".,'...", ",.....,.".,.".".........,............................................ 1 u LOCATION (NORTH 1/2 OF SECTION 23, T32N, R24W).....................................................................................2 ,...., IMPROVEM ENTS ..,..,""",........,..."..,..,..,.,.."."."...""""..."......,..""",.....,."".,..,......................,.... ......... ..... ............. 3 u 1. SANITARY SEWER ...",..,..", .." ",..,., ",..,....",... ".,.."'..'...".,,.. "" "",." "..,..".".,. ....", ,............,............"............, 3 2, WATERMAIN, ..,.. ..,..."", ,..,..".,..", ".."...".,.", ".,'."..."."..." ",.", .....".,.,.." "..,...... ,.. ,..,........................"............4 n 3, STORM SEWER" ,...., .......",...,."..,'.,....., ..,.., ...,'.., '" ..",."" "'.."..,..,, ".".,.."",.,....,."...., ..... '" ,...........,'......."...... 5 u 4. STREETS AND RESTORATION"....".,."......""".""",....."...,..""".,..,..,.....,.".".,....,..,.........., ............",.' .........".. 5 .., INITIATION (PETITION/ANDOVER CITY COUNCIL ACTION).",.,..""".,..,.....,..,.................................,.................. 6 u FEASIBILITY (THE PROJECT IS FEASIBLE) "',.,",..,."...",....,.,.."..."".".".,..,..".,...".,...........................................6 .., RIGHT-OF-WAY/EASEMENTS (TO BE PLATTED AND DEDICATED OUTSIDE OF PLAT, AS NECESSARY)... 6 u PERMITS (ANOKA COUNTY, MPCA, MCES, DEPARTMENT OF HEALTH, DNR, CORPS OF ENGINEERS, ..., COON CREEK WATERSHED DiSTRiCT)",....""".""",.""".,....,....."................................................... 7 u COMPLETION (JULY 30, 1999) .............................................,................................................................................7 ..., u ESTIMATED PROJECT COST ($522,600,00),.,."...." '" "",."......".",....."........"....",............................................... 8 n ESTIMATED ASSESSABLE COST (UNIT BASiS)................................................................................................. 10 u RATE CALCULATION ,..... "".......".,'.".., ..."...,'.,.", "'" ,,' "",.,'...,..".",.....,......." ',.................................................... 11 ,...., ESTIMATED COST PER LOT ($14,921,39)...".,.".".".".""."...,..""".....,....,..,..,......,............................................. 14 U ..., PROPOSED PROJECT SCHEDULE (1999 CONSTRUCTION SEASON FOR THIRD ADDITION, AND AS u REFERENCED BY DAVID CARLBERG'S DEPARTMENT PHASING, DATED JANUARY 21,1997)................15 n PRELIMINARY COST ESTIMATE (SANITARY SEWER, WATERMAIN, STORM SEWER, AND STREET RESTORATION) .., ",..... ,,', .."..",.,'.".,'.,."...".,...,.. '" ",.""." ..... ",."".,., "." ,... ,.................,......,........,.................... 16 u n U n U .., U ..., U .., U ...., LJ ..., LJ CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO. 98-34 rl UTILITY AND STREET IMPROVEMENTS LJ rl INTRODUCTION LJ ..., The purpose of this feasibility report is to present the City of Andover with a preliminary LJ examination of municipal improvements for Chesterton Commons Third Addition. The report ..., discusses the proposed scope of utility and street improvements, preliminary cost estimates, u assessment rates, and a project schedule. The report was initiated by the Andover City Council '1 on January 5, 1999 and has been prepared in compliance with Minnesota State Statues 429 for , LJ projects resulting in special assessments. The costs provided in this report are based on the " current Engineering News Record Construction Cost Index of 5,990.77. u rl This feasibility report supplements the original feasibility report dated July 11, 1997. There were LJ changes to the plan by the developer, and adjustments to the City area connection charges for the " LJ year 1999, making it necessary to revise this feasibility report. ..., u This feasibility report is proposed with the understanding that permanent and temporary utility ..., easements will be provided to the City of Andover in order to extend and serve adjacent plats u with utilities. The dates shown on the Proposed Project Schedule on page 13 are contingent on ..., the acquisition of these mentioned utility easements. LJ .. U n U ...., U ..., lJ ,.., d " Ll n LJ CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO, 98-34 ..., UTILITY AND STREET IMPROVEMENTS Page 2 u n u LOCA TION M LJ The proposed project covers utility and street improvements in the proposed Chesterton Commons ,.., Third Addition development located in the north 1/2 of Section 23, T32N, R24W, in the City of LJ Andover, Minnesota. ....., ;J A preliminary plat containing 229 single family lots has been approved with contingencies for ,., Chesterton Commons. The 229 lots located within Chesterton Commons have been divided into multiple u phases. Phase 1, which is the eastern phase, was constructed in 1997 and contains 92 lots. ,..., u Phase 2, proposed to be constructed in 1999 consists of: n u City Project No. 97-49 Chesterton Commons Second Addition 75 residential lots n City Project No. 98-34 Chesterton Commons Third Addition 31 residential lots LJ City Project No. 98-30 Chesterton Commons Fourth Addition 21 residential lots and ,..., LJ 2 commercial lots ,..., u This report discusses Chesterton Commons Third Addition. Both Second and Fourth Additions are n discussed in other feasibility reports. LJ ~ The Chesterton Commons Third Addition Plat is bordered by Cambridge Estates North and County u Ditch No. 37 on the west, Chesterton Commons First and Second Additions on the south, and unplatted ,..., areas on the east and north. w ..., U ,., LJ n U n LJ ,..., LJ CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO. 98-34 .., UTILITY AND STREET IMPROVEMENTS Page 3 u ,..., u IMPROVEMENTS ..., u 1. Sanitary Sewer n u The proposed sanitary sewer collection system for this project will be provided by .., connecting to the proposed 10-inch diameter PVC sanitary sewer to be located between u the Third and Second Additions and south of County Ditch No. 37. q , u It is proposed to extend 10-inch diameter PVC sanitary trunk sewer main northerly ,..., u through Avocet Street NW, to the 1 56th Lane NW intersection, a distance of about 800 feet. n u .., At the intersection of 156th Lane NW and Avocet Street NW, a 10-inch diameter PVC lJ sanitary trunk sewer main will extend easterly about 1100 feet to the northeast corner of .., Chesterton Commons Third Addition. This trunk sewer main will serve as a future u connection for other possible development to the north and east. . ,..., u An 8-inch diameter PVC sanitary sewer will also extend westerly and northerly about 285 n feet along 156th Lane NW. The 8-inch diameter sanitary sewer will be stubbed at the u west boundary of Chesterton Commons Third Addition. This section of sanitary sewer ,.., main will serve as a future connection for Cambridge Estates North, Chesterton u Commons North and possibly other developments. n u As part of this project, a lift station will be constructed near the intersection. The lift ,..., u station is proposed to serve the developments which will connect to the Chesterton n Commons Third Addition sanitary sewer system. u n U .., U n LJ CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO. 98-34 ..., UTILITY AND STREET IMPROVEMENTS u Page 4 .., u All residential lots will be served by 4 inch diameter PVC services, with a 4 inch .., diameter PVC vertical clean-out located at the right-of-way line. L.J ,., The sanitary sewer addressed under this project is proposed to be paid as follows: LJ .., A. The City will pay for pipe oversizing (sanitary sewer greater than 8-inch diameter) , LJ and additional depth due to trunk sewer main for the sanitary sewer located within .., the Chesterton Commons Third Addition development. In addition, benefiting u properties will pay for the lift station and associated appurtenances. The cost of ..., the 8-inch and smaller sanitary sewer shall be paid by Chesterton Commons Third u Addition. n u 2. Watermain ,., u Water service will be primarily extended from a proposed 8-inch diameter DIP trunk n watermain manhole to be located between the Second and Third Additions and south of u County Ditch No. 37. The 8-inch diameter DIP trunk watermain will be extended ,., northerly along the west right-of-way of Avocet Street NW to the intersection of 156th u Lane NW. n u It is proposed to extend 8-inch diameter DIP watermain within the remainder of the 156th ..., Lane NW as shown on the watermain exhibit (refer to Exhibit 2). All watermain on the LJ project will be equipped with the necessary valves and hydrants necessary for proper n operation and fire protection. Although not included as part of this report, the watermain u needs to be eventually looped together. n u n All lots will be served by one inch copper services, with curb stops located at the right-of- u way line. n LJ .., U ,.., LJ CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO, 98-34 ,.., UTILITY AND STREET IMPROVEMENTS u Page 5 r-, L.J The watermain addressed under this project is proposed to be paid as follows: ,.., LJ A. The cost of the 8-inch and smaller watermain shall be paid by Chesterton n Commons. LJ 3. Storm Sewer ,.., LJ Surface water within this plat will be controlled with storm sewers and on-site ponding. r-, L.J All storm sewer sizing and catch basin spacing is based on a 10-year design storm frequency. Ponding is based on a 100-year design storm frequency. Emergency overflow ,., ~ will be provided at all low points within the streets to provide overflow protection of ,.., homes for runoff events with greater flows than those used for the design of the storm u sewer collection system. ,.., u It is proposed to construct catch basins at all low points within the streets throughout the ,.., plat and direct most of the runoff to sedimentation ponds prior to discharging into County u Ditch No. 37. The proposed system is shown on the storm sewer exhibit (refer to Exhibit ..., 3). u ,.., All construction adjacent to wetlands will be approved or reviewed by the Corps of u Engineers, the Department of Natural Resources and/or the Coon Creek Watershed ...., District. All permits related to total site grading are the responsibility of the developer. u ,.., u 4. Streets and Restoration ..., u Public streets are proposed to be constructed (refer to Exhibit 4) to Andover City ,.., Standards which require a 32-foot width (face to face of curb) with concrete curb and u gutter. The streets will be constructed with 2-1/2 inches of bituminous wearing course ,.., arld 4 inches of Class 5 gravel base over an acceptable compacted subgrade. It is assumed u ,.., u n U CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO. 98-34 .., UTILITY AND STREET IMPROVEMENTS LJ Page 6 ..., u that all street areas will be graded by the developer to within 0.2 feet of the designed n subgrade elevation prior to utility and street construction. u n The road shall have a 6-inch crown with 0.5% minimum grade and 7% maximum grade. u Grades within 30 feet of street intersections shall not exceed 3%. Boulevards are n proposed to have a positive 2% grade from the back of curb to a distance of 8 feet behind , LJ the back of curb. Beyond 8 feet behind the back of curb, the maximum boulevard slope ,., shall be 4:1. u .., INITIATION u ,..., The project was initiated by the petition of Ashford Development Corporation, Inc., the owner u and developer of Chesterton Commons; and Andover City Council action. ,.., u FEASIBILITY n u n The project is feasible from a technical standpoint and meets all local, regional and state u standards for municipal improvements. n u RIGHT -OF-WA Y/EASEMENTS ..., LJ All right-of-way and easements are proposed to be dedicated as part of the platting process. n u Additional utility and drainage easements will be required based upon final design, including areas located outside of and adjacent to this plat. ,.., U ,.., LJ ,.., U ,.., U n u CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO. 98-34 ..., UTILITY AND STREET IMPROVEMENTS u Page 7 r-, u PERMITS ,..., L.J Permits will be required from the Anoka County Highway Department for work within County ,..., Highway right-of-way, the Minnesota Pollution Control Agency (MPCA) and the Metropolitan u Council Environmental Services (MCES) for sanitary sewer extensions; from the Minnesota ..., Department of Health for watermain extensions; and from the Coon Creek Watershed District, u Department of Natural Resources and/or Corps of Engineers for drainage improvements and ,..., work within watershed control of wetland protection areas. u ,..., u COMPLETION ,.., u This project is proposed to be completed as the second of multiple phases. During the 1997 ..., construction season Phase 1 was significantly completed. Phase 2, Third Addition, is proposed to LJ be completed in 1999 and the other phases are proposed to be completed in the future. ~ u ,., u n i...J .., U n u n LJ n LJ n u ,..., u ,.., u CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO. 98-34 ,.., UTILITY AND STREET IMPROVEMENTS Page 8 U n U ESTIMATED PROJECT COST ,.., u Included in this report is a detailed estimate of construction costs for the street and utility n improvements. The costs quoted herein are estimates only and are not guaranteed prices. Final u contracts will be awarded on a unit price basis. The contractor will be paid only for work ,.., completed. The cost estimates are based on 1999 current construction costs. Costs associated u with future phases of this development will need to be adjusted for inflation and future City trunk ,.., rates. No costs are included for easement or right-of-way acquisition. u ,.., u The estimated costs for Chesterton Commons Third Addition, City Project No. 98-34 are as follows: ,.., u ,.., Construction Costs Third Addition LJ Total Sanitary Sewer $ 196,000.00 n Watermain $ 72,000.00 u Storm Sewer $ 48,000.00 Streets and Restoration $ 86.000.00 ,.., TOTAL ESTIMATED CONSTRUCTION COST $ 402,000.00 u ,.., Overhead Costs u Engineering $ 68,188.00 Aerial Mapping (1 % of street) $ 860.00 ,.., Drainage Plan (0.3% of street/storm) $ 402.00 u Administration (3%) $ 12,060.00 Assessing (1%) $ 4,020.00 1"'1 Bonding (0.5%) $ 2,010.00 u City Expenses - Public Works/Engineering $ 10,000.00 ,.., Testing $ 3,000.00 Construction Interest $ 12,060.00 :..J Signs $ 3,000.00 ,..., Other $ 5.000.00 u TOTAL PROJECT COST $ 522,600.00 ,.., '.J ,.., u n L1 CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO, 98-34 ,., UTILITY AND STREET IMPROVEMENTS LJ Page 9 roo, l.J Total ,., Citv Share LJ Sanitary Sewer $ 104,000.00 Watermain $ 0.00 n Storm Sewer $ 0.00 u Streets and Restoration $ 0.00 TOTAL ESTIMATED CITY SHARE $ 104,000.00 ,., LJ Overhead Costs (30%) $ 31,200.00 n $ 135,200.00 CITY SHARE TOTAL LJ ., U n u n LJ n LJ n U n ...J ,., U ,., LJ ,., LJ n L1 ., LJ n LJ n U CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO. 98-34 n UTILITY AND STREET IMPROVEMENTS u Page 10 r'1 U ESTIMATED ASSESSABLE COST :"'l LJ The assessments are proposed to be based on a per unit cost for all lateral and trunk benefits. The ,., assessments include the estimated project costs for sanitary sewer, watermain, storm sewer and u street construction, plus the following connection and area charges for trunk sanitary sewer and n u watermain. The trunk charges proposed to be assessed under this project are based on 1999 rates established by the City of Andover. Depending on the actual trunk locations determined by the n u City, these reported costs may need to be adjusted or modified. ..., u Trunk Sanitary Sewer Connection Charge $306.00/unit ,., Trunk Watermain Connection Charge $1,325.00/unit ~ Trunk Sanitary Sewer Area Charge $1,126.00/acre ,., Trunk Watermain Area Charge $1,195.00/acre u ,., u n u ,.., u ..., LJ n u ,..., LJ n u ,.., u .., u n U CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO. 98-34 r-, UTILITY AND STREET IMPROVEMENTS u Page I I ,.., u RATE CALCULATION (Third Addition) ,., L1 1. Sanitary Sewer Lateral Rate ,., Lateral Benefit = ($196,000.00 - 104,000.00) x 1.3 $ 119,600.00 L1 Lateral Sanitary Sewer Rate = $119,600.00/31 lots $ 3,858.06/unit ,.., 2. Watermain Lateral Rate u Lateral Benefit = $72,000.00 x 1.3 $ 93,600.00 r-, LJ Lateral Watermain Rate = $93,600.00/31 lots $ 3,019.35unit ...., 3. Storm Sewer Rate u Benefit = $48,000.00 x 1.3 $ 62,400.00 r-, Storm Sewer Rate = $62,400.00/3110ts $ 2,0 12.90/unit ~ 4. Street and Restoration Rate n Benefit = $86,000.00 x 1.3 $ 111,800.00 u Street & Restoration Rate = $111,800.00/31 lots $ 3,606.45/unit n 5. Trunk Sanitary Sewer Area Rate L.J Lateral Trunk Sanitary Sewer Area Rate = n $1, 1 26.00/acre X 10.6 acres/31 lots = $ 385.02/unit U 6. Trunk Watermain Area Rate ,.., Lateral Trunk Watermain Area Rate = L.J $1,195.00/acrex 10.6acres/31 lots = $ 408.61/unit r-, u n L1 ,.., U ..., L.J .., U ..., U n U CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO. 98-34 ,..., UTILITY AND STREET IMPROVEMENTS LJ Page 12 ..., u ESTIMATED COST PER LOT (Third Addition) .., I L.J 1. Sanitary Sewer Lateral $ 3,858.06 n $ 3,019.35 2. Watermain Lateral u 3. Storm Sewer $ 2,012.90 .., 4. Street and Restoration $ 3.606.45 u Subtotal- Lateral Charges per Lot $12,496.76 n u Sanitary Trunk Connection Charge $ 306.00 n Watermain Trunk Connection Charge $ 1.325.00 u Subtotal - Connection Charges per Lot $ 1,631.00 n 5. Trunk Sanitary Sewer Area Rate $ 385.02 u 6. Trunk Watermain Area Rate $ 408.61 ..., Subtotal - Area Rate Charges per Lot $ 793.63 L.J Estimated Total of Trunk Area Lateral n Assessments $14,921.39 u .., L.J n L.J ,..., U ,..., U ,..., U .., U .., U ,..., U ..., L.J CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO. 98-34 .., UTILITY AND STREET IMPROVEMENTS u Page I3 ..., u "'l PRELIMINARY PROJECT SCHEDULE ',.- -.- ."' L.J UTILITY AND STREET IMPROVEMENTS n CI1'YP~().JECT NO. 98-34 u CITYOI!'AN~OVER ,...., 1. City Council Receives Revised Feasibility Report January 19, 1999 u 2. City Council Waives Public Hearing January 19, 1999 n u 3. City Council Orders Project and Authorizes Engineer to Prepare ..., Plans and Specifications January 19, 1999 LJ 4. Engineer Submits Plans for City Council Approval and Receives n Authorization to Advertise for Bids March 16, 1999 u 5. Advertise in City Official Newspaper and Construction Bulletin March 19, 26 and n April 2, 1999 u 6. Open Bids April 13, 1999 ,.., 7. City Council Receives Bids and Awards Contract April 20, 1999 ;J 8. Contractor Begins Construction May 3,1999 ,.., 'J 9. Contractor Completes Construction . July 30, 1999 ,..., NOTE: Project schedule is based on receiving necessary right-of-way, easements and favorable L.J approval of trunk water and sewer extensions. ,..., L.J ,.., u n U n U ,...., U ,.., J --- ,.., LJ CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO. 98-34 .., UTILITY AND STREET IMPROVEMENTS U Page 14 n LJ PRELIMINARY COST ESTIMATE ,..., u UTILITY AND STREET IMPROVEMENTS CITY PROJECT NO. 98-34 n CITY OF ANDOVER u .., SANITARY SEWER LJ ITEM UNIT n NO. DESCRIPTION QUANTITY PRICE AMOUNT u 1. Mobilization 1 LS 10,000.00 $ 10,000.00 2. 10" PVC SDR 35 SS 10'-12' 225 LF 18.00 $ 4,050.00 .., 3. 10" PVC SDR 35 SS 12'-14' 440 LF 20.00 $ 8,800.00 u 4. 10" PVC SDR26 SS 14'-16' 135 LF 23.00 $ 3,105.00 5. 10" PVC SDR 26 SS 16'-18' 180 LF 25.00 $ 4,500.00 ,.., 6. 10" PVC SDR26 SS 18'-20' 615 LF 30.00 $ 18,450.00 u 7. 10' PVC SDR 26 SS 20'-22' 305 LF 35.00 $ 10,675.00 n 8. 8" PVC SDR 26 SS 16'-18' 60LF 23.00 $ 1,380.00 L.J 9. 8" PVC SDR 26 SS 18'-20' 125 LF 26.00 $ 3,250.00 10. 8" PVC SDR 26 SS 20'-22' 100 LF 30.00 $ 3,000.00 n 11. Standard 4' Diameter Manhole 0-10' 12EA 1,350.00 $ 16,200.00 u 12. Extra Depth Manhole 101 LF 80.00 $ 8,080.00 13. 10" x 4" SDR 26 Wye 27EA 75.00 $ 2,025.00 n 14. 8" x 4" SDR 26 Wye 4EA 50.00 $ 200.00 u 15. 4" Vertical Cleanout 31 EA 40.00 $ 1,240.00 .., 16. 8" Vertical Cleanout 1 EA 60.00 $ 60.00 u 17. 4" PVC SDR 26 Service Pipe < 14' 420 LF 8.00 $ 3,360.00 18. 4" PVC SDR 26 Service Pipe> 14' 665 LF 11.00 $ 7,315.00 n 19. Granular Foundation Material 500 TN 10.00 $ 5,000.00 u 20. Televise Sanitary Sewer Lines 2,185 LF 0.50 $ 1,092.50 21. Lift Station System 1 LS 70,000.00 $ 70,000.00 ,., . Estimated Construction Cost,;, Sanitary Sewer 1$181,782.50 I.., '., ...... . ,.' u ..... Contingencies (:t8%) . .' ..... . .... .. ..... ..... ..' .'. $....14;217.50. ...... .' .... ..... .... . ........> .. n .... . TotalEstimllted .ConstructionCost- Sanitary Sewer .... '. .. ... .. '. . $196,000.00 , u n U ,..., u ,.., LJ n J CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO. 98-34 .., UTILITY AND STREET IMPROVEMENTS U Page 15 n ..J CITY SHARE FOR PIPE OVERSIZING, SEWER EXTENSIONS AND ADDITIONAL DEPTH: .., u Sanitary Sewer Oversizing, based on difference in unit prices. n A. 10" vs 8" PVC SDR 26 SS 16'-18' 180 LF 2.00 $ 360.00 u B. 10" vs 8" PVC SDR 26 SS 18'-20' 615 LF 4.00 $ 2,460.00 n C. 10" vs 8" PVC SDR 26 SS 20'-22' 305 LF 5.00 $ 1,525.00 D. 10" Wye in lieu of 8" Wye 27EA 25.00 $ 675.00 LJ Oversizing Subtotal $ 5,020.00 n u Sanitary Sewer Additional Depth, based on difference in unit prices. .., A. 10" and 8" PVC Sanitary Sewer Pipe> 14' 1,520 LF 6.00 $ 9,120.00 u B. Extra Depth Manhole 66 FT 80.00 $ 5,280.00 C. 4" PVC Service Pipe> 14' in lieu of < 14' 665 LF 3.00 $ 1,995.00 ,.., D. Granular Foundation Material 500 TN 10.00 $ 5,000.00 u E. Lift Station System 1 LS 70,000.00 $ 70.000.00 .., Additional Depth Subtotal $ 91,395.00 u CITY SHARE - Sanitary Sewer $ 96,415.00 n CONTINGENCIES (+8%) $ 7.585.00 u TOTAL CITY SHARE COST - Sanitary Sewer $104,000.00 r; u ,..., U n U ,., U .., U ,.., LJ .., U n u ,., , CHESTERTON COMMONS THIRD ADDITION ~ CITY PROJECT NO. 98-34 "l UTILITY AND STREET IMPROVEMENTS L.J Page 16 n u PRELIMINARY COST ESTIMATE' n UTILrrYANDSTREEl'II~IPRO\'EMENTS u l1lJ'YPROJECT NO. 98:-34 CITYOFANDOVER ,.., u WATERMAIN ,..., ITEM UNIT u NO. DESCRIPTION QUANTITY PRICE AMOUNT n 1. 6" DIP Class 50 Watermain lIS LF 14.00 $ 1,610.00 u 2. 8" DIP Class 50 Watermain 1970 LF 15.00 $ 29,550.00 3. 6" MJ Resilient Seat Gate Valve SEA 400.00 $ 2,000.00 n 4. 8" DIP Flexible Joint Watermain 180 LF 45.00 $ 8,100.00 u 5. 8" MJ Resilient Seat Gate Valve SEA 550.00 $ 2,750.00 6. 6" MJ Hub Hydrant (9' -0") SEA 1,350.00 $ 6,750.00 ,., 7. MJ DIP Fittings 3,000 LB 1.50 $ 4,500.00 u 8. 1" Type K Copper Tap Service 1,040 LF 8.00 $ 8,320.00 ,..., 9. Water Service Groups 31EA 100.00 $ 3,100.00 , EstiJDatedConstructionCos(-Watermam ". ..' .; $ 66;680.00 u . '. ....,.,.... .'.,. -- Contingencies {:t8%} ..', <c" . . ."c'c. .'.c $<5,324).00 !.. ..'.<'. '. ,.., .... Total Estitnated.Construdiori.Cost..; Watermam c..'> .' .......<....... ....> 'C$72,000.00 ...'... . U "1 U ...., U ,..., U ,., U "1 L.J ...., U .., u ,.., u n LJ CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO. 98-34 n UTILITY AND STREET IMPROVEMENTS L.J Page 17 n u PRELIMINARY COST ESTIMATE ,..., , ... , u tiTILI'I'Y AMi STREET Il\1PROv:EMENTS CITY" PROJECT NO. 98-34 ,.., CITYQFANDOVER u ,..., STORM SEWER u ITEM UNIT ,.., NO. DESCRIPTION QUANTITY PRICE AMOUNT u 1. 15" RCP Class 5 Storm Sewer 615 LF 20.00 $ 12,300.00 2. 18" RCP Class 5 Storm Sewer 30LF 25.00 $ 750.00 ,.., 3. 24" RCP Class 5 Storm Sewer 30LF 30.00 $ 900.00 u 4. IS" RC Flared End Section w/TG 9EA 600.00 $ 5,400.00 5. 18" RC Flared End Section wrrG 2EA 700.00 $ 1,400.00 n 6. 24" RC Flared End Section wrrG $ 1,800.00 2EA 900.00 u 7. 4' Diameter, Cone Type Catch Basin 0-8' 3EA 1,000.00 $ 3,000.00 ,..., 8. 4' Diameter, Catch Basin Manhole 0-8' 3EA 1,100.00 $ 3,300.00 u 9. 4' Diameter Skimmer Manhole 0-8' 4EA 2,000.00 $ 8,000.00 10. Erosion Control at Catch Basin 6EA 50.00 $ 300.00 n 11. Silt Fence 1,100 LF 2.00 $ 2,200.00 u 12. Hand-placed RipRap 95CY 50.00 $ 4,750.00 .' . Estimated Construction Cost .... StorDlSewer .. $ 44,100.00 n Contingencies (:t8%) .'. .' ..n_ ..... , . '. .... $3,900.00 . > '" U ^-c 'fotalEstimatedCoristruction Cost- Storm Sewer", . . ." < $48,000.00 .. .. , . '.. n U ,..., U n U ..., U ,., L.J ,.., U n U "" u CHESTERTON COMMONS THIRD ADDITION CITY PROJECT NO. 98-34 .., UTILITY AND STREET IMPROVEMENTS u Page 18 n u PRELIMINARY COST ESTIMATE ,., 'UTILITY AND STREET IMPROVEMENTS u Cml>R().JECl' NO. 98-34 ,., CITY OF ANDOVER u STREET AND RESTORATION n CONSTRUCTION U ITEM UNIT n NO. DESCRIPTION QUANTITY PRICE AMOUNT u 1. Surmountable Curb and Gutter 3,360 LF 6.00 $ 20,160.00 2. B6I8 Curb and Gutter 300 LF 8.00 $ 2,400.00 n 3. Class 5 Aggregate Base 2,150 TN 7.00 $ 15,050.00 u 4. Bituminous Mix 2331 Type 41 1,100 TN 29.00 $ 31,900.00 n 5. Seeding (Mix No. 900) and Mulch 2AC 1,000.00 $ 2,000.00 u 6. Seal Coating 6,300 SY 1.00 $ 6,300.00 7. Topsoil 100CY 10.00 $ 1,000.00 n 8. Wood Fiber Blanket 600 SY 2.00 $ 1,200.00 L.J EstiDlatedConstruction Cost- Street Construction -::- . .' $ 80,010.00 . ...,. ,.. .- ., ContingeI1Cies{:t8%) . '. . $ 5,990.00 .... . " '. ,.., .. '., Total EstillllltedConstruction Cost-Street Construction .' ", $ 86,000.00 ., ... .' ..,. u ..., e:main:11912:feasl-14 LJ n L.J n U ,.., L.J .., U .., U ..., L.J n U 0 Z!:rN Z ~ ~iUi 0 z ~:z-h w eX!;: I- .t ::! ~ ~ ! U.cd! ~... _...,w. 0"'- .- o I >z W en"'" i-8 en ~ ,. ZO <Xl ~ :::; ~ dVl)o <z.~ 0<( O>a.~ >- ~ enD-... - I- o~w W :l: 0: t- O 8 mo (/) z ~ z -----fl-= 10 ~;~ _ z 0:::0 z I- 6 ~ ~ U'i .- a I<( wO:: I- t::J 0 >- z S VI fil II xE ~1'0 ~ g: ~ w CIl " VI . ~~CI 0::: <.:) o Z 0 ... w:::; W(J1 (3 (J) lL. Q. 1= 0.. - - <( w g ~ ~ u. :g~~ IZ 0::00 --.J Q. l:i 0.. 00 0. Z >- l- ::EN.... - Oc<q" >-q:1- - I IJ1> ~~~ :2: f- >- U Z . ~ U f- <( ~ 2!Q", o ::J U g (/) I I I --- ~ ~ ,., ~ .,.. , .' .. . '" < t- o ~ :;) 0 \\\ '" ., ., ... v ... '" .., N W ',- f ff 1/ - - - - - - - - - - - - - - - - - - - c..5... Z ~ ~ ~ ~~ ~ o aJ ~ > ;!;e N I- ",,:::; ~ <">1'Z - - w ~~ 0 ~ - (:) "'>:i Fe on'" '" (:) cbo::::; z ~~ ~>.3 I- ~ Z<( Q>D::Q.' Z :0: z ~>- ",a:... - o D:: :2~>-~ . 8 m' I- o~~ <( ~:2~a; ~ .. 0= ~ a:::w~Z~g ~ 0 ~e~~ ~ -u ~I~:o! I< ..,.... I-w Z ii'5:~ ~ai D:: 1-'-' 0 0:: Z cr c " > X lL. (f) WF <( W z z ~ c ::::; w~ (3 (f) ~ ~ 8 '" Iii Iii ~ U. :g~' W Ia g:~ <( --l II. /3 /38: _ ~N~ u~ ~q:~ 3: I f~ ~!BdI ~ osO 4 ~ 2!!l." U F :::> I I --- .-) ~ ... ~ a I , I ff // ------------------- . 0... :z.~ Z I!! -:H!i 0 z el-h w ..: ~ F ~:::; i hi g..:~ 1"1- -I")~ . ~la j;) o 10Z rx o co a::::E r-~ z<( Q) a. . W b cna::... mg o .:::;~ :s: ~ I- 0- i i s ~ ----...fl-= 10 o:::Q z.... 0 W - ~~~ wO:: .... l1:l 0 (f) Cl II IC2 1-1'0 ~ ~ ~ z III ~ ~ III :z~ w . if",,,, x~ if) ..., o Z Z 0 - w if) 0 CIl u.. 2 <-' l!; &; ti l!l u: :g~! w IZ 0::00 rx w IE 13 13 IE 00. Z --.J _ z.... u:2: ~<~ 0 ..II I)> ~rg ~ I- ::;E (3 ~ (.) (f) ~ :E!!lo,Q 0 ~ U i= ::) I I I I --- ~ # !! '" c ~ ~ \~ .. .. I '" ... ... ~ .. .., ~ .. -- ,. I - - - - - - - - - - - - - - - - - - - cJ.... Z....N ~ -....... Z (f) -IR !l;l ::> VI I 0 Z ~Z'" W 0 <::E:~ V F ~:::!: Z u.C'cL t<) ~ ' ~ .- 0 0"'_ .- 102 VI"'" t<) ZO <00:::::; (f) ::> II) ~ .. l- N I- -<.2:-11 .- 0<( 0> 0. . :J VlO"... - . :::; ffi alC) b 0 m d 1-0 0- 0 (f)~ 10 ~:~ 21-i; I l-= - - z O:::~ Z Cl wo I l=!r<) f-WO Z 1-<( - II <( UWz - 0:: wO::q: :2: w Ou.. . ~~ X u.. (f)(f) -,1- ~ ZO::: .- ....""., W ::! OVllL. :J w w::> - - Wz 0::00 --l O(f) L!. :g ~ :r IO ILz>- I- ::EN;:e uL >-q:f- - - 0 .... OJ ~ o:?l, !::>-u uoN 2 Uf- =-- ~~::o 0 ::J U i= I ::> I I --- ~ '-~~~~~:}"i:- .1~t,,~~'l~J j;~~{r. ;~~a~~1~~~~ '.rs~" ~I''''':i't::':. ~:I~"":~.. \Z~i:~' ~~~~~~~~ ~ -,.. _.~'... '" < I- g ::> 0 \\\ '" ., on r- oot <0 '" N "' ~ ff ~ f/ - - - - - - - - - - - - - - - - - - - OQ,\~NAL DATE Januarv 19.1999 ITEMS GIVEN TOTHE CITY COUNCIL . City Council Minutes - January 5, 1999 . Economic Development Authority Minutes - January 5, 1999 . Housing and Redevelopment Authority Minutes - January 5, 1999 . Letter from Mike Gamache - January 4, 1999 . Letter from Bill Hawkins - January 4, 1999 . 1998 Building Dept. Report . December 1998 Building Dept. Report . Ord. No. 73A . Ord. No. 109A . Revised Feasibility Report/Chesterton Commons 2nd Addition . Revised Feasibility Report/Chesterton Commons 4th Addition . Revised Feasibility Report/Cambridge Estates (Phase I/South Area) . Sketch Plan/Ed Fields & Sons., Inc. . Revised Preliminary PlaUChesterton Commons . Final PlaUChesterton Commons 2nd Addition . Final PlaUChesterton Commons 3rd Addition . Final PlaUChesterton Commons 4th Addition . Final PlaUCambridge Estates . Schedule of Bills ,,", PLEASE ADDRESS THESE .,ITEMs AT THIS MEETING OR PUT THEM ON THE NEXTAGENDA. ... , , THANKYOU. '. " c.~ .yY\t~. I (; crJC;'7 January 4, 1999 RECEIVED JAN 05 1999 Mayor Jack McKelvey CITY Andover City Hall OF ANDOVER 1685 Crosstown Blvd. NW Andover, MN 55304 Dear Mayor McKelvey, I am writing you to inform you that as of today, January 4, 1999 I am resigning my position on the Planning and Zoning Commission. I have enjoyed serving on the commission and appreciate your support along with the support of the Council, since my appointment two years ago. It has been an interesting two years, but I have concluded that I need more time for my family. One thing I learned during the last year was that it is very easy to spread ones self to thin and to forget what is important. My resignation from the P&Z will help balance my home life and give my wife Beth and I the time to enjoy our children and all the activities they are involved in. Thank you again for the opportunity and I know I will see many of you around as I continue my duties as President of the Andover Athletic Association and as a resident of our fine city. Sincerely, ~eL~~ ~amache cc: City Council Dave Carlberg Planning and Zoning Commission 2815 1.34TH AVE. NW ANDOVER,MN 55304 . . CITY OF ANDOVER 1998 BUILDING DEPARTMENT REPORT NUMBER OF BUILDING PERMITS TYPE OF PERMIT 1998 1997 1996 Residential 448 282 272 Additions 32 22 22 Garages 67 67 47 Remodeling/Finishing 9 11 5 Commercial Building 10 5 5 Pole Building/Barn 11 17 11 Sheds 19 21 21 Swimming Pools 23 16 20 Chimney/Fireplace 1 5 59 Structural Changes 29 20 18 PorcheslDecks 291 240 270 Repair Fire Damage 1 5 3 Re-Roof 105 178 54 Other 11 21 3 TOTALS 1057 910 810 Page 1 BUILDING PERMIT FEES TYPE OF PERMIT 1998 1997 1996 Residential $ 725,688.05 $ 429,486.90 $ 402,077.69 , Additions $ 13,952.05 $ 8,017.39 $ 11,868.90 Garages $ 16,169.69 $ 16,320.63 $ 10,668.09 Remodeling/Finishing $ 2,124.84 $ 10,965.04 $ 2,261.98 Commercial Building $ 71,010.92 $ 26,971.15 $ 16,414.68 Pole Building/Barn $ 3,361.73 $ 4,018.73 $ 1,756.43 Sheds $ 1,473.93 $ 1,419.13 $ 1,348.40 Swimming Pools $ 3,298.00 $ 2,140.00 $ 2,287.00 Chimney/Fireplace $ 87.25 $ 223.75 $ 3,662.85 Structural Changes $ 819.78 $ 862.38 $ 1,021.55 PorcheslDecks $ 27,383.89 $ 21,864.76 $ 27,449.47 Repair Fire Damage $ 637.25 $ 1,642.62 $ 841.12 Re-Roof $ 5,881.96 $ 11,987.34 $ 2,491.50 Other $ 4,658.29 $ 14,221.17 $ 1,426.86 TOTALS $ 876,547.63 $ 550,140.99 $ 485,576.52 Page 2 V ALUA TION OF BUILDING PERMITS TYPE OF PERMIT 1998 1997 1996 Residential $ 53,742,133.00 $ 30,844,000.00 $ 28,776,000.00 Additions $ 618,831.00 $ 335,444.00 $ 629,109.00 Garages $ 581,400.00 $ 624,542.00 $ 384,184.00 Remodeling/Finishing $ 88,100.00 $ 936,469.00 $ 104,295.00 Commercial Building $ 12,625,960.00 $ 7,133,275.00 $ 3,166,051.00 Pole Building/Barn $ 140,158.00 $ 155,500.00 $ 54,340.00 Sheds $ 37,376.00 $ 66,260.00 $ 42,000.00 Swimming Pools $ 195,342.00 $ 124,630.00 $ 125,998.00 Chimney/Fireplace $ 4,000.00 $ 8,435.00 $ 130,453.48 Structural Changes $ 21,250.00 $ 20,590.00 $ 43,750.00 Porches/Decks $ 770,341.00 $ 589,674.00 $ 773,535.00 Repair Fire Damage $ 60,000.00 $ 114,314.56 $ 34,000.00 Re-Roof $ 313,880.00 $ 1,032,950.00 $ 375,367.00 Other $ 330,578.00 $ 952,643.00 $ 64,298.00 TOTALS $ 69,529,349.00 $ 42,938,726.56 $ 34,703,380.48 Page 3 STATE SURCHARGE COLLECTED TYPE OF PERMIT 1998 1997 1996 Residential $ 26,848.25 $ 15,421.50 $ 14,417.50 Additions $ 309.65 $ 167.60 $ 314.65 Garages $ 295.95 $ 312.50 $ 192.40 Remodeling/Finishing $ 44.05 $ 468.45 $ 52.05 Commercial Building $ 4,318.56 $ 3,217.27 $ 1,676.27 Pole Building/Barn $ 70.00 $ 78.10 $ 27.35 Sheds $ 18.70 $ 21.80 $ 21.00 Swimming Pools $ 97.05 $ 62.30 $ 63.10 Chimney/Fireplace $ 2.00 $ 3.25 $ 65.40 Structural Changes $ 16.70 $ 13.20 $ 24.00 Porches/Decks $ 384.74 $ 297.60 $ 376.80 Repair Fire Damage $ 30.00 $ 57.05 $ 13.75 Re-Roof $ 154.15 $ 514.00 $ 187.80 Other $ 116.45 $ 450.60 $ 32.20 TOTALS $ 32,706.25 $ 21,085.22 $ 17,464.27 Page 4 NUMBER OF PERMITS OTHER THAN BUILDING 1998 1997 1996 Ag Building 2 1 Curb Cut 2 2 2 Demolition 6 7 5 Footing 11 11 7 Renewal 2 4 9 Moving 2 1 1 Heating 697 301 277 Heating Repair 179 190 242 Hook Up (Sewer) 378 246 129 Plumbing 445 305 293 Plumbing Repair 232 196 183 Pumping 696 588 685 Septic 76 49 49 Septic Repair 80 65 43 Water Meter 381 244 245 Certificates of Occupancy 466 296 278 Contractor's License 190 237 187 License Verification Fee 417 263 256 Health Authority Form 2 17 Sewer Administration Fee 381 267 263 SAC Retainage Fee 500 294 275 Reinspection Fee 23 11 11 Rental Units 4 101 TOTALS 5172 3678 3458 Page 5 FEES FOR PERMITS OTHER THAN BUILDING 1998 1997 1996 Ag Building $ 10.00 $ 5.00 Curb Cut $ 20.00 $ 20.00 $ 10.00 Demolition $ 100.00 $ 190.00 Footing $ 165.00 $ 165.00 $ 105.00 Renewal $ 99.73 $ 488.62 $ 430.97 Moving $ 90.00 $ 15.00 $ 75.00 Heating $ 39,222.21 $ 14,188.69 $ 14,277.07 Heating Repair $ 5,535.00 $ 7,878.28 $ 3,630.09 Hook Up (Sewer) $ 9,525.00 $ 6,150.00 $ 6,050.00 Plumbing $ 72,208.23 $ 42,681.91 $ 39,057.31 Plumbing Repair $ 3,641.25 $ 3,452.58 $ 3,099.00 Pumping $ 2,088.00 $ 1,764.00 $ 1,755.00 Septic $ 2,792.03 $ 1,750.00 $ 1,505.00 Septic Repair $ 2,732.00 $ 2,275.00 $ 1,715.00 Water Meter $ 19,000.00 $ 12,200.00 $ 12,250.00 Certificates of Occupancy $ 1,864.00 $ 1,184.00 $ 1,112.00 Contractor's License $ 4,750.00 $ 5,925.00 $ 4,675.00 License Verification Fee $ 2,085.00 $ 1,315.00 $ 1,280.00 Health Authority Form $ 10.00 $ 85.00 Sewer Administration Fee $ 5,715.00 $ 4,005.00 $ 3,945.00 SAC Retainage Fee $ 4,994.50 $ 2,793.00 $ 2,475.00 Reinspection Fee $ 966.00 $ 462.00 $ 438.00 Rental Units $ 332.92 $ 5,050.00 TOTALS $ 177,945.87 $ 113,953.08 $ 97,974.44 Page 6 SURCHARGE ON PERMITS OTHER THAN BUILDING 1998 1997 1996 Ag Building $ - Curb Cut $ - Demolition $ - Footing $ - Renewal $ - Moving $ - Heating $ 348.50 $ 150.50 $ 138.50 Heating Repair $ 89.50 $ 95.00 $ 64.50 Hook Up (Sewer) $ 190.50 $ 123.00 $ 121.00 Plumbing $ 222.50 $ 152.50 $ 146.50 Plumbing Repair $ 116.00 $ 98.00 $ 470.50 Pumping $ - Septic $ 35.50 $ 24.50 $ 21.50 Septic Repair $ 40.00 $ 32.50 $ 24.50 Water Meter $ 121.50 $ 122.00 $ 46.00 Certificates of Occupancy $ - Contractor's License $ - License Verification Fee $ - Health Authority Form $ - Sewer Administration Fee $ - SAC Retainage Fee $ - Reinspection Fee $ - $ - TOTALS $ 1,164.00 $ 798.00 $ 1,033.00 Page 7 GENERAL SUMMARY Total Number of Permits and Other Fees 1998 6,229 Total Number of Permits and Other Fees 1997 4,588 Total Number of Permits and Other Fees 1996 4,268 Value of Building Permits 1998 $ 69,529,349.00 Value of Building Permits 1997 $ 42,938,726.56 Value of Building Permits 1996 $ 34,703,308.48 Total Contractor Licenses Issued 1998 265 Total Contractor Licenses Issued 1997 237 Total Contractor Licenses Issued 1996 299 Total of Fees Collected 1998 $ 1,054,493.50 Total of Fees Collected 1997 $ 664,094.07 Total of Fees Collected 1996 $ 583,550.96 Page 8 NUMBER OF RESIDENTIAL DWELLINGS CONSTRUCTED PER YEAR .... I\) w .I>- CJ1 en 0 0 0 0 0 0 0 0 0 0 0 0 0 cD 0 cD .... cD I\) cD w -< m cD :1> ;:a .I>- en cD CJ1 cD en cD ....., co CD FEES COLLECTED: Building Permits, Other Permits, Other Fees, Licenses (in one hundred thousand dollars) -" -" '" ~ 0> (Xl 0 '" 0 0 0 0 0 0 0 0 0 0 0 0 0 cO 0 cO -" cO '" cO '" -< m cO > ;Q ~ CIl cO c.n cO 0> cO "" (0 (Xl VALUATION OF CONSTRUCTION IN MILLION DOLLARS PER YEAR ... N w .;. (J1 Ol -..j 0 0 0 0 0 0 0 0 cD 0 cD ... cD N cD W -< m 'R > ;;0 en cD (J1 cD Ol cD -..j CD CD . NUMBER OF CONSTRUCTION PERMITS PER YEAR --" --" I\.l .I>- (j) co 0 I\.l 0 0 0 0 0 0 0 0 0 0 0 0 0 cO 0 cO --" cO I\.l cO W -< m cO > ;tl .I>- en cO U1 cO (j) cO -..j CD co . o ___'m _ _ TO~ I Mayor and City Council FROM: David Almgren L I RE: /1998 YEARLY BUILDING REPORT ANNUAL _ IT---' i , BUILDIN~PERMIT~-~u -----1 ~, - - i _ , I I ~~__448IReSidentiaj369}Nr-79i Septic ;er;;~=~~~5 ;ax Total I Valuation $ 752,536.30 $ 53,742,133.00 32/Additions j $ 13,952.05 $ $ 14,261.70 $ 618,831.00 - 67 Garages - - -- - '! $ 16,169.69 $ $ 16,465.64 $ 581,400.00 __~- 9IRemodeif"g/6n;ih",~_I_ ;. . , 2.124.84' $ 2,168.89 $ 88,100.00 10 Commercial Building I I $ 71,010.92 $ $ 75,329.48 $ 12,625,960.00 -- - 11/ Pole Bldgs/Barns- - I' $ 3,361.73 $ $ 3,431.73 $ 140,158.00 n -19'Sheds ',_ ]T__~ ,_ - $ 1,473.93 $ $ 1,492.63 $ 37,376.00 - 23!swimmingpOOIS_n J_ $ 3,298.00 $ $ 3,395.05 $ 195.342.00 11 Chimney/Stove/Fireplace $ 87.25 $ $ 89.25 $ 4,000.00 -~-~-2~; j~~~~~~j~;~:sn~t -,.-- '1_____ _0- ___.____0____ $ 819.78 $ 16.70 $ 836.48 $ 21,250.00 ~_ 0 _ ______ $ 27,383.89 $ 384.74 $ 27,768.63 $ 770,341.00 - -- -- 1! Repair Fire Damage- i- -, ----._ __ --0- $ 637.25 $ 30.00 $ 667.25 $ 60,000.00 ~--= i~~ I ~;~:rOOf __ n [n I $ 5,881.96 $ 154.15 $ 6,036.11 $ 313,880.00 $ 4,658.29 $ 116.45 $ 4,774.74 $ 330,578.00 ~ 1057!~UBTOlu n~I_____ 876,547.63 $ - -909,253.88 I $ 69,529,349.00 - - .------- , j Permits ' ..~05~1 ~~~~~:~;'m"'1 ~~ - $ 909,250.38 - $ 10.00 - $ 20.00 61 Demolition I - $ 100.00 11 'Footing 1_ __ n $ 165.00 2 Renewal - $ 99.73 -------____ _UO___ . -- -~--- -.-------0____. ~___2 ~oving - $ 90.00 _ ____n_ _'0 _____ _ 697, Heating $ 39,570.71 --1791 Heating Repair $ 5,624.50 u=JI~ ~j~:b~~--rn ~~-- - - -------.---.- $ 9,715.50 $ 72,430.73 232 Plumbing Repair $ 3,757.25 -C-ne D...:n"'inn r I __ ----_0____- $ 2,088.00 - - --- __ 1 I . . c. C. fY1i-':). '/f'i(<;8' I LAW OFFICES OF William G. Hawkins and Associates . Legal Assistant 2140 FOURTH AVENUE NORTH WILLIAM G. HAWKINS T AMMl J. UVEGES ANOKA. MINNESOTA 55303 BARRY A. SULLIVAN PHONE (612) 427-8877 FAX (612) 421-4213 January 4, 1999 R t:: {-:::.' 'i~!:': ~~ I 1._ ',_' '.._ : 'J -~..1 I,r; l,1 !" ...:....r"'_""' vi":',;i 0 J 1..:........J The Honorable Jack McKelvey and CI"'"'- c- ,. "',, ,,-,-'" Council Members . I ;.._' ,'--! -~ i-..; :,,,: \' 0.:..-: I i City of Andover 1685 Crosstown Boulevard NW Andover, MN 55304 Re: Allegations of Conflict of Interest Dear Mayor McKelvey and Members of the City Council: I have been asked to review the financial transactions involving Mayor Jack McKelvey and his sale of property he owns in the City to Gar-em, L.L.C. This land is proposed to be developed as a subdivision known as Fox Hollow. The Mayor and Gor-em, L.L.C. entered into a purchase agreement dated August 19, 1998 whereby the Mayor agreed to sell ten acres of property that he owned in the City. The purchase agreement is a standard pre-printed agreement prepared by the Minnesota Association of Realtors. There is an addendum to the agreement which amends the standard form as follows: "This offer shall be subject to the buyers at their sole expense successfully platting property into the plat of their sole choice. Upon final plat approval buyers agrees to close within 30 days thereafter. In the event this agreement does not close within 10 months of the date of this agreement this agreement shall become null and void and all ernest [sic] money shall be returned to buyers." The question of a potential conflict of interest arose following action by the City Council at their first meeting in December. This action was to amend the City policy that requires preliminary plats be approved before December 31 in order for the City to consider extending public utilities to the proposed plat in the year immediately following such approval. The vote to extend the preliminary plat approval date by six months was approved on a 3/2 vote with the Mayor voting in favor of the modification. The question that has been raised is whether or not the Mayor, by voting on the extension, had a personal conflict that should have disqualified him from voting. In my opinion, the answer on this particular action of the Council is no. - . I I Mayor and Council Members January 4, 1999 Page 2 The conditions in the purchase agreement state that the purchase is to be concluded if the buyer can successfully plat the property into a plat of their choice. The action taken by the City Council did not give the buyer any additional rights to plat their property under Ordinance 10. Even if the City Council had not amended its policy, the buyer could have submitted their preliminary and final plat and had them approved prior to the expiration of the ten month period set out in the purchase agreement. Therefore, I do not believe, in this situation, there was a conflict by the Mayor voting on this policy amendment. I do feel, however, that the Mayor does have a conflict on any voting on the preliminary or final plat approval for Fox Hollow. His voting on the preliminary and final plat would result in direct financial conflict since if the plat is not approved he will lose his sale of the property. In conclusion, I do not believe the Mayor had a conflict by voting on the resolution to extend the time for filing a preliminary plat in order to have improvements installed in the following year, however, the Mayor should not vote on any aspects directly relating to approval of the plat under the City Subdivision Ordinance No. 10. If any of the Council Members have any questions, please feel free to contact me. William G. Hawkins WGH/tju December TO: Mayor and City Council FROM:, David Almgren I , RE: 1998 Monthly Building Report , I , I BUILDING PERMITS I , iValuation , Permit/Plan 41 'Residential '34 SIW-7 Septic) $66,394.64 $68,843.14 i $ 4,896,000,00 2, Additions I $1,525.43 $1,567.68 I $ 84,500,00 1 'Garages I $346,09 $352.99 I $ 13,800.00 1 Remodeling/Finishing $57.34 $57.841 $ 1,000.00 . Commercial Building - 1IPoleBldgs/~arns $188,21 I $ 6,000.00 ISheds , I I- i Swimming Pools : Chimney/Stove/Fireplace $15,50 1 $ 1 'Structural Changes $15.00 500.00 7 PorcheslDecks $1,126.71 $1,145.66 : $ 39,008,00 Repair Fire Damage , 6 Re-Roof , $864.46 $12.90 $877.36 $ 25,800,00 , Other i 60 SUBTOTAL I $70,514.88 $ 2,533,50 $73,048.38 ] $ 5,066,608.00 , , 1 . - FEES COLLECTED 60, Building Permits $70,514.88 $2,533,50 1 $73,048.38 I Ag Building: , i Curb Cut Demolition I Footing ! Renewal I I I . Moving. , : i 1 65 Heating $2,620.00 $32,50 , $2,652.50 i 16 Heating Repair $595,00 I $603,00 I $8.00 I 34 Hook Up $850.00 ' $17,00 $867,00 : 37 Plumbing $4,424.00 $18.50 $4,442.50 6 Plumbing Repair $96.00 $3,00 $99,00 ' 46; Pumping , $138.00 $138.00 i i 7: Septic : $245.00 $3.50 $248.50 i 41 Septic Repair I $ 140.00 $2.00 $142.00 : 35iWater Meter $1,700,00 $17.00 $1,717.00 I 41 Certificates of Occupancy $164,00 $164.00 ; , , - $1,025.00 41 Contractor's License i $1,025.00 40 License Verification Fee $200.00 $200,00 Health Authority 34 Sewer Admin. Fee $510.00 34 SAC Retainage Fee $340.00 i . I 2: Reinspection Fee $84.00 i 'Rental License I . TOTALS $83,645.88 I $2,635.00, $86,280.88 Total Number of Houses YTD - 1998 448 Total Number of Houses YTD - 1997 282 Total Valuation YTD - 1998i $69,482,349.00 Total Valuation YTD - 1997 I $42,938,726,00 'Total Building Department Inco!'ley!D 19~8j $837,219.91 Total Building Department Income YTD 19971 $664,101.07 REVISED FEASIBILITY REPORT for Chesterton Commons Second Addition City Project No. 97-49 Utility and Street Improvements CITY OF ANDOVER Mayor: Jack McKelvey Council Members: Julie Johnson Mike Knight Don Jacobson Ken Orttel Clerk: Vicki Volk January 1999 \iFRA V McCombs Frank RODS Associates, Inc. ! ~~_ --:.~~,c~~::; ;:;.. ~ ~:~~~: _ __-,,--_ ....:".. .._~_c --.- ;. ~ ~ " - - - -. ,.., Engineering . Planning . Surveying LJ .., , , \ LJ ~I~~~ n U r"1 U January 13, 1999 ,..., L.J Honorable Mayor and City Council ,..., City of Andover LJ c/o Mr. Scott Erickson, P.E., City Engineer 1685 Crosstown Boulevard Northwest ,., Andover, Minnesota 55304 u SUBJECT: City of Andover ,..., Chesterton Commons Second Addition, City Project No. 97-49 L.J Utility and Street Improvements MFRA#1l912 ,..., u Dear Mayor and Council Members: ,.., Enclosed is the revised feasibility report for the utility and street improvements in Chesterton LJ Commons Second Addition. This report was ordered by the City Council on January 5, 1999. There ,..., have been some changes to the plan by the developer making it necessary to revise our original July LJ 11, 1997 report. In addition, the City sewer and water charges have been updated for the year 1999. ,..., , The estimated cost for this project as detailed in the report is $954,200.00. The project is feasible tJ from a technical and engineering standpoint. ,.., We appreciate the opportunity to serve you on this project and are available to meet with the City LJ Council, staff, and other interested parties to review any aspect of this report. n Very truly yours, LJ McCOMBS FRANK ROOS ASSOCIATES, INC. ,.., L.J R)/6 @bii ,..., R. Jeff Elliott, P.E. LJ ,..., RJE:aam LJ Enclosures e:\main:\11912\feasl-l1 ,..., LJ 15050 23rd Avenue North . Plymouth, Minnesota . 55447 phone 612/476-6010 . fax 612/476-8532 ,..., e-mail: mfra@mfra,com LJ ..., u .., u .., u .., u REVISED .., FEASIBILITY REPORT u FOR ..., L.J CHESTERTON COMMONS SECOND ADDITION .., u CITY PROJECT NO. 97-49 .., L.J ,..., UTILITY AND STREET IMPROVEMENTS u .., CITY OF ANDOVER, MINNESOTA u .., u ..., u PREPARED BY: .., McCombs Frank Roos Associates, Inc. u 15050-23rd Avenue North Plymouth, Minnesota 55447 ..., (612) 476-6010 u ..., January, 1999 L.J ,..., L.J ..., I hereby certify that this report was prepared by me or under my direct supervision and that I am a duIy u Registered Professional Engineer under the laws of the State of Minnesota. ..., 01/13/99...............1!.~..~...........................................................................Minn. Reg. No. 19174 L1 R. Je tt, P.E. . "l U .., LJ .., u TABLE OF CONTENTS ,.., u TABLE OF CONTENTS .......... ................................ ... ........ ....... ....... ........... ............................................................... 1 n INTRODUCTION ..... .... .... ........... ...... ................ .......... ..... .......... ... ............ ........ ................................... ....................... 1 u LOCATION (NORTH 1/2 OF SECTION 23, T32N, R24W)..................................................................................... 2 .., IMPROVEMENTS ........ ........... ........... ............................... ................. ......... ............................................................... 3 u 1. SANITARY SEWER ............................... ............ .......... ...... .............. ....... ........................................................... 3 ..., 2. WATERMAIN ......... ................................. ..... .... ....................... ..........................................................................4 3. STORM SEWER....... ......... ................... .............................. .............................................. .................................5 u 4. STREETS, BIKEWA YrNALKWA YS AND RESTORATION .......... ............. ....... ...........................................................6 .., INITIATION (PETITION/ANDOVER CITY COUNCIL ACTION}................................................................................ 7 LJ FEASIBILITY (THE PROJECT IS FEASIBLE) .......................................................................................................... 7 ,..., RIGHT-OF-WAY/EASEMENTS (TO BE PLATTED AND DEDICATED OUTSIDE OF PLAT, AS NECESSARY) ...7 L.J PERMITS (ANOKA COUNTY, MPCA, MCES, DEPARTMENT OF HEALTH, DNR, CORPS OF ENGINEERS, ,..., L.J COON CREEK WATERSHED DISTRiCT}.............................................................................................7 ..., COMPLETION (JULY 30, 1999) ................................... ............................................................................................ 8 u ESTIMATED PROJECT COST ($954,200.00}.......................................................................................................... 9 ..., ESTIMATED ASSESSABLE COST (UNIT BASiS}.................................................................................................11 U RATE CALCULATION ............................................... ...... ...... .................................................................................. 12 .., L.J ESTIMATED COST PER LOT ($13,441.03}............................................................................................................13 .., PROPOSED PROJECT SCHEDULE (1999 CONSTRUCTION SEASON FOR SECOND ADDITION, AND AS u REFERENCED BY DAVID CARLBERG'S DEPARTMENT PHASING, DATED JANUARY 21, 1997}................14 ..., PRELIMINARY COST ESTIMATE (SANITARY SEWER, WATERMAIN, STORM SEWER, AND STREET L.J RESTORATION) ...................... .................... ...... ........................ ....... ......... .......................................................... 15 .., L.J ..., LJ .., LJ ..., LJ ..., LJ ,.., u .-, u CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 ,.., UTILITY AND STREET IMPROVEMENTS LJ ,.., INTRODUCTION u ..., The purpose of this feasibility report is to present the City of Andover with a preliminary LJ examination of municipal improvements for Chesterton Commons Second Addition. The report .-, discusses the proposed scope of utility and street improvements, preliminary cost estimates, ....J assessment rates, and a project schedule. The report was initiated by the Andover City Council ,-, on January 5, 1999 and has been prepared in compliance with Minnesota State Statues 429 for u projects resulting in special assessments. The costs provided in this report are based on the .-, current Engineering News Record Construction Cost Index of 5,990.77. J '1 ...J This feasibility report supplements the original feasibility report dated July 11, 1997. There were changes to the plan by the developer, and adjustments to the City area connection charges for the ., cJ year 1999, making it necessary to revise this feasibility report. -. U This feasibility report is proposed with the understanding that permanent and temporary utility -, easements will be provided to the City of Andover in order to extend and serve adjacent plats w with utilities. The dates shown on the Proposed Project Schedule on page 14 are contingent on the acquisition of these mentioned utility easements. u -- u n l.J ..., ;.J ....., d .-, LJ 'i w ..., u CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 ..., UTILITY AND STREET IMPROVEMENTS u Page 2 ,.., LJ LOCATION ..., ~ The proposed project covers utility and street improvements in the proposed Chesterton Commons .., Second Addition development located in the north II2 of Section 23, T32N, R24W, in the City of ...J Andover, Minnesota. ..., LJ A preliminary plat containing 229 single family lots has been approved with contingencies for ,.., Chesterton Commons. The 229 lots located within Chesterton Commons have been divided into multiple u phases. Phase 1, which is the eastern phase, was constructed in 1997 and contains 92 lots. This second ..., LJ phase, Chesterton Commons Second Addition, contains 7S lots. ..., LJ In addition, 8 future lots located within Cambridge Estates are served by this phase and are included as ..., part of this project. Therefore, the total number oflots served is 83. .J ..., The Chesterton Commons Second Addition Plat is bordered by Hanson Boulevard NW on the U west, future Chesterton Commons on the south, Chesterton Commons Phase 1 on the east, and future ..., Cambridge Estates and County Ditch No. 37 on the north. L.J .., ...J ..., U .., U ..., LJ ..., U ~ LJ ., ~ r-, LJ CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 ..., UTILITY AND STREET IMPROVEMENTS L1 Page 3 .., LJ IMPROVEMENTS ..., ~ .., 1. Sanitary Sewer LJ .., The proposed sanitary sewer collection system for this project will be provided by LJ connecting to the existing 12-inch diameter PVC sanitary sewer located northwest of the .., intersection of 153rd Lane NW and 154th Lane NW. u .., It is proposed to extend 12-inch diameter PVC sanitary trunk sewer main northwest along LJ 154th Lane NW to the 154th Avenue NW intersection. It is also proposed to extend an ,...., 10-inch diameter PVC sanitary sewer 345 feet through the park to the centerline of 155th L.J AvenueNW. ..., LJ A lO-inch diameter PVC sanitary sewer will also extend easterly and northerly about 860 .., feet along 155th Avenue NW and Bluebird Street NW. The lO-inch diameter sanitary u sewer will be stubbed about 370 feet northeast of the Bluebird Street NW cul-de-sac to ..., serve Chesterton Commons Phase Three, in the future. u .. u It is then proposed to extend 8-inch diameter PVC lateral sanitary sewer within the remainder of the platted road right-of-ways as shown on the sanitary sewer exhibit. ..., LJ (Refer to Exhibit 1.) n u All residential lots will be served by 4 inch diameter PVC services, with a 4 inch .., diameter PVC vertical clean-out located at the right-of-way line. u ,...., The sanitary sewer addressed under this project is proposed to be paid as follows: .J .., A. Eight lots within the proposed Cambridge Estates development abut and will be ..J served by Chesterton Commons Second Addition. Cambridge Estates will pay for ,...., their sanitary sewer within Chesterton Commons Second Addition. ~ r-, u CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 .., UTILITY AND STREET IMPROVEMENTS LJ Page 4 ..., LJ B. The City will pay for pipe oversizing (sanitary sewer greater than 8-inch diameter) ..., and additional depth due to trunk sewer main for the sanitary sewer located within 'o-J the Chesterton Commons Second Addition development. The cost of the 8-inch ,., and smaller sanitary sewer shall be paid by Chesterton Commons Second L..J Addition. ..., u 2. Watermain ...., u Water service will be primarily extended from an existing 12-inch diameter DIP trunk watermain stub located northwest of the intersection of 153rd Lane NW and 154th Lane .., u NW. The 12-inch diameter DIP trunk watermain will be extended northwesterly along the ...., south right-of-way to the proposed Cambridge Estates boundary where it will be stubbed LJ for future connection. ..., LJ It is proposed to extend 8-inch diameter DIP watermain within the remainder of the .., platted streets as shown on the watermain exhibit (refer to Exhibit 2). All watermain on u the project will be equipped with the necessary valves and hydrants necessary for proper ..., operation and fire protection. Although not included as part of this report, the watermain LJ needs to be eventually looped together. When Cambridge Estates is developed, 154th ...., Lane NW, 155th Avenue NW and Crane Street NW will connect and provide a loop u location. If Cambridge Estates is not developed this year, the connection needs to be .., reevaluated. L.J .., u All lots will be served by one inch copper services, with curb stops located at the right-of- .., way line. LJ ...., The watermain addressed under this project is proposed to be paid as follows: ;.j .., A. Eight lots within the proposed Cambridge Estates development abut and will be LJ served by Chesterton Commons Second Addition. Cambridge Estates will pay for ...., their watermain and services within Chesterton Commons Second Addition. U r-, U CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 .., UTILITY AND STREET IMPROVEMENTS LJ Page 5 'I ..J .., B. The City will pay for pipe oversizing (watermain greater than 8-inch diameter) for LJ the watermain located within the Chesterton Commons development. The cost of ,., the 8-inch, and smaller, watermain shall be paid by Chesterton Commons. LJ 3. Storm Sewer .., LJ .., Surface water within this plat will be controlled with storm sewers and on-site ponding. LJ All storm sewer sizing and catch basin spacing is based on a 10-year design storm ..., frequency. Ponding is based on a 100-year design storm frequency. Emergency overflow d will be provided at all low points within the streets to provide overflow protection of .., homes for runoff events with greater flows than those used for the design of the storm LJ sewer collection system. ..., LJ It is proposed to construct catch basins at all low points within the streets throughout the ,., plat and direct most of the runoff to sedimentation ponds prior to discharging into County LJ Ditch No. 37. The proposed system is shown on the storm sewer exhibit (refer to Exhibit .., 3). Portions of the storm sewer will be routed through Cambridge Estates Phase LJ One/South Area (City Project No. 98-09). "'1 :.J All construction adjacent to wetlands will be approved or reviewed by the Corps of .., LJ Engineers, the Department of Natural Resources and/or the Coon Creek Watershed District. All permits related to total site grading are the responsibility of the developer. .., u .., The storm sewer addressed under this project is proposed to be paid as follows: L.J r-, A. Chesterton Commons will pay for 100% of the storm sewer identified as part of LJ this project. .., LJ "'1 .J ...., u CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 .., UTILITY AND STREET IMPROVEMENTS L1 Page 6 n u B. Chesterton Commons will pay for pipe oversizing for the storm sewer located .., within the Cambridge Estates development that Chesterton Commons is :..J connecting to. " L.J 4. Streets, BikewayIWalkways and Restoration " ..J Public streets are proposed to be constructed (refer to Exhibit 4) to Andover City Standards which require a 32-foot width (face to face of curb) with concrete curb and ..., LJ gutter. Bikeways/walkways/trails are proposed to have a 10-foot width (City standards). .., The streets and bikeways/walkways/trails will be constructed with 2-1/2 inches of U bituminous wearing course and 4 inches of Class 5 gravel base over an acceptable .~ compacted subgrade. It is assumed that all street areas will be graded by the developer to LJ within 0.2 feet of the designed subgrade elevation prior to utility and street construction. ...., L.J The road shall have a 6-inch crown with 0.5% minimum grade and 7% maximum grade. ..., Grades within 30 feet of street intersections shall not exceed 3%. Boulevards are U proposed to have a positive 2% grade from the back of curb to a distance of 8 feet behind .., the back of curb. Beyond 8 feet behind the back of curb, the maximum boulevard slope u shall be 4: 1. ..., :.J The bikeways/walkways/trails addressed under this project is proposed to be paid as .., follows: u .., U A. The City will pay for 100% of the portion of bikeways/walkways/trails to be located within the park. ., LJ B. The City will pay for 50% of the portion of bikeways/walkways/trails to be ,.., located between Hanson Boulevard NW and the Chesterton Commons u development. Chesterton Commons will pay the other 50% of the ,., bikeways/walkways/trails portion. L.J .., L.J n U CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 .., UTILITY AND STREET IMPROVEMENTS U Page 7 n u INITJA TION .-, u The project was initiated by the petition of Ashford Development Corporation, Inc., the owner ,.., u and developer of Chesterton Commons; the petition of Cambridge Capitol, Inc. the owner and developer of Cambridge Estates; and Andover City Council action. ,., u 'I FEASIBILITY LJ .., The project is feasible from a technical standpoint and meets all local, regional and state U standards for municipal improvements. '" u .., RIGHT -OF-WA Y/EASEMENTS LJ 'i All right-of-way and easements are proposed to be dedicated as part of the platting process. LJ Additional utility and drainage easements will be required based upon final design, including .., areas located outside of and adjacent to this plat. LJ ..., Li PERMITS ~ L.J Permits will be required from the Anoka County Highway Department for work within County ~ Highway right-of-way, the Minnesota Pollution Control Agency (MPCA) and the Metropolitan u Council Environmental Services (MCES) for sanitary sewer extensions; from the Minnesota ..., Department of Health for watermain extensions; and from the Coon Creek Watershed District, U Department of Natural Resources and/or Corps of Engineers for drainage improvements and ..., work within watershed control of wetland protection areas. LJ ..., :.J ...., L.J .., u CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 ..., UTILITY AND STREET IMPROVEMENTS U Page 8 n u COMPLETION ,..., ~ This project is proposed to be completed as the second of multiple phases. During the 1997 .., construction season Phase 1 was significantly completed. Phase 2, Second Addition, is proposed u to be completed in 1999 and the other phases are proposed to be completed in the future. ..., u ..., LJ .., ;,j '1 U ...., LJ ,., L.J ..., LJ .., LJ ..., U ..., U .., LJ ..., U ., ~ .., L.J .., u CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 n UTILITY AND STREET IMPROVEMENTS L1 Page 9 n u ESTIMA TED PROJECT COST n u Included in this report is a detailed estimate of construction costs for the street and utility ,.., improvements. The costs quoted herein are estimates only and are not guaranteed prices. Final u contracts will be awarded on a unit price basis. The contractor will be paid only for work .., completed. The cost estimates are based on 1999 current construction costs. Costs associated u with future phases of this development will need to be adjusted for inflation and future City trunk u rates. No costs are included for easement or right-of-way acquisition. '1 U The estimated costs for Chesterton Commons Second Addition, City Project No. 97-49 are as -, follows: u n Construction Costs Second Addition LJ Total Sanitary Sewer $ 225,000.00 n Watermain $ 163,000.00 LJ Storm Sewer $ 146,000.00 Streets and Restoration (Bikeways/walkways/trails) $ 200.000.00 '1 TOTAL ESTIMATED CONSTRUCTION COST $ 734,000.00 ;,..J -, Overhead Costs LJ Engineering $ 124,120.00 Aerial Mapping (1% of street) $ 2,000.00 .., Drainage Plan (0.3% of street/storm) $ 1,038.00 u Administration (3%) $ 22,020.00 :--, Assessing (1 %) $ 7,340.00 u Bonding (0.5%) $ 3,670.00 City Expenses - Public Works/Engineering $ 17,992.00 .., Testing $ 5,000.00 LJ Construction Interest $ 22,020.00 Signs $ 10,000.00 -, Other $ 5.000.00 LJ TOTAL PROJECT COST $954,200.00 'I LJ .., U .., u CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 n UTILITY AND STREET IMPROVEMENTS LJ Page 10 ,.., u Total City Share n Sanitary Sewer $ 44,000.00 u Watermain $ 10,000.00 Storm Sewer $ 0.00 -, Streets and Restoration (Bikeways/walkways/trails) $ 8.000.00 u TOTAL ESTIMATED CITY SHARE $ 62,000.00 -, LJ Overhead Costs (30%) $ 18,600.00 -,. CITY SHARE TOTAL $ 80,600.00 u " L.J -, u n '-.J ,.., U .., L.J .., LJ .., L.J ~ L.J .., U .., LJ ,.., , u ..., L.J ..., L1 CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 n UTILITY AND STREET IMPROVEMENTS L.J Page II .., u ESTIMATED ASSESSABLE COST ,...., u The assessments are proposed to be based on a per unit cost for all lateral and trunk benefits. The .., LJ assessments include the estimated project costs for sanitary sewer, watermain, storm sewer and street construction, plus the following connection and area charges for trunk sanitary sewer and ...., L1 watermain. The trunk charges proposed to be assessed under this project are based on 1999 rates .., established by the City of Andover. Depending on the actual trunk locations determined by the u City, these reported costs may need to be adjusted or modified. .., LJ Trunk Sanitary Sewer Connection Charge $306.00/unit .., Trunk Watermain Connection Charge $1,325.00/unit ;J Trunk Sanitary Sewer Area Charge $1,126.00/acre ,..., Trunk Watermain Area Charge $1,195.00/acre ..J ...., LJ .., .J .., U .., -1 ,.., U ...., U .., U .., LJ ..., U .., u CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 r, UTILITY AND STREET IMPROVEMENTS u Page 12 n U RATE CALCULATION (Second Addition) .., u 1. Sanitary Sewer Lateral Rate .., u Lateral Benefit = ($225,000.00 - 44,000.00) x 1.3 $ 235,300.00 Lateral Sanitary Sewer Rate = $235,300.00/83 lots $ 2,834.94/unit .., u 2. Watermain Lateral Rate Lateral Benefit = ($163,000.00 - 10,000.00) x 1.3 $ 198,900.00 .., u Lateral Watermain Rate = $198,900.00/8310ts $ 2,396.39/unit .., 3. Storm Sewer Rate U Benefit = $146,000.00 x 1.3 $ 189,800.00 .., Storm Sewer Rate = $189,800.00/83 lots $ 2,286.75/unit L.J 4. Street and Restoration Rate ..., Benefit = ($200,000.00 - 8,000.00) x 1.3 $ 249,600.00 u Street & Restoration Rate = $249,600.00/83 lots $ 3,007.23/unit ..., 5. Trunk Sanitary Sewer Area Rate L.J Lateral Trunk Sanitary Sewer Area Rate = ..., $1,126.00/acre X 32.5 acres/83 lots = $ 440.90/unit U 6. Trunk Watermain Area Rate ,..., Lateral Trunk Watermain Area Rate = L.J $1,195.00/acre x 32.5 acres/83 lots = $ 467.92/unit .., LJ 7. Storm Sewer Oversizing Portion of Cambridge Estates .., U City Project No. 98-09 Storm Sewer Benefit = $24,000.00 x 1.3/83 lots $ 375.90/unit .., U ..., U .., L1 ..., L1 .., L.J CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 ...., UTILITY AND STREET IMPROVEMENTS U Page 13 .., u ESTIMATED COST PER LOT (Second Addition) .., u 1. Sanitary Sewer Lateral $ 2,834.94 .., 2. Watermain Lateral $ 2,396.39 u 3. Storm Sewer $ 2,286.75 .., u 4. Street and Restoration $ 3.007.23 .., Subtotal - Lateral Charges per Lot $10,525.31 L.J Sanitary Trunk Connection Charge $ 306.00 .., Watermain Trunk Connection Charge $ 1.325.00 u Subtotal - Connection Charges per Lot $ 1,631.00 ...., 5. Trunk Sanitary Sewer Area Rate $ 440.90 ..J 6. Trunk Watermain Area Rate $ 467.92 .., Subtotal - Area Rate Charges per Lot $ 908.82 L.J 7. Storm Sewer Benefit .., Oversizing Portion of Cambridge Estates L.J City Project No. 98-09 $ 375.90 ...., Estimated Total of Trunk Area Lateral u Assessments $13,441.03 .., u ~ , u .., L.J .., U .., L.J ...., U .., L.J , ;..j CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 ~ UTILITY AND STREET IMPROVEMENTS LJ Page 14 ~ u .., PRELIMINARY PROJECT SCHEDULE ...J UTILITY AND STREET IMPROVEMENTS -, CITY PROJECT NO. 97-49 u CITY OF ANDOVER ~ ...J 1. City Council Receives Revised Feasibility Report January 19, 1999 ~ 2. City Council Waives Public Hearing January 19, 1999 L: 3. City Council Orders Project and Authorizes Engineer to Prepare ~ Plans and Specifications January 19, 1999 .J 4. Engineer Submits Plans for City Council Approval and Receives " Authorization to Advertise for Bids February 16, 1999 u S. Advertise in City Official Newspaper and Construction Bulletin February 19, 26 and ~ March 5, 1999 u 6. Open Bids March 16, 1999 " 7. City Council Receives Bids and Awards Contract April 6, 1999 w 8. Contractor Begins Construction Apri119, 1999 -., u 9. Contractor Completes Construction July 30, 1999 ~ NOTE: Project schedule is based on receiving necessary right-of-way, easements and favorable u approval of trunk water and sewer extensions. ~ LJ n i '-' .., LJ ~ ~) .., ..J .., LJ ...., L.J CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 ...., UTILITY AND STREET IMPROVEMENTS u Page IS ...., ...J PRELIMINARY COST ESTIMATE ...., ~J UTILITY AND STREET IMPROVEMENTS CITY PROJECT NO. 97-49 .., CITY OF ANDOVER LJ ...., SANITARY SEWER L.J ITEM UNIT ...., NO. DESCRIPTION QUANTITY PRICE AMOUNT u 1. Mobilization 1 LS 14,000.00 $ 14,000.00 2. Clear and Grub 1 LF 1,000.00 $ 1,000.00 ...., 3. 12" PVC SDR 26 SS 18'-20' 291 LF 35.00 $ 10,185.00 L.J 4. 10" PVC SDR 26 SS 16'-18' 196 LF 25.00 $ 4,900.00 ...., 5. 10" PVC SDR 26 SS 18'-20' 344 LF 30.00 $ 10,320.00 u 6. 10" PVC SDR 26 SS 20'-22' 190 LF 35.00 $ 6,650.00 7. 8" PVC SDR 35 SS 8'-10' 147 LF 16.00 $ 2,352.00 ,.., 8. 8" PVC SDR 35 SS 10'-12' 280 LF 17.00 $ 4,760.00 u 9. 8" PVC SDR 35 SS 12'-14' 431 LF 19.00 $ 8,189.00 10. 8" PVC SDR 35 SS 14'-16' 490 LF 21.00 $ 10,290.00 ,., 11. 8" PVC SDR35 SS 16'-18' 945 LF 23.00 $ 21,735.00 ;J 12. 8" PVC SDR 35 SS 18'-20' 1370 EA 26.00 $ 35,620.00 ...., 13. 8" PVC SDR 35 SS 20'-22' 70FT 30.00 $ 2,100.00 14. 8" PVC SDR 35 SS 22' -24' 70EA 35.00 $ 2,450.00 u 15. Standard 4' Diameter Manhole 0-10' 16EA 1,350.00 $ 21,600.00 ...., 16. Extra Depth Manhole 90EA 80.00 $ 7,200.00 ..J 17. 12"x4" SDR 26 Wye SEA 100.00 $ 500.00 18. lO"x4" SDR 26 Wye 20EA 75.00 $ 1,500.00 ..., 19. 8"x4" SDR 26 Wye 58EA 50.00 $ 2,900.00 u 20. 4" Vertical Cleanout 83 EA 40.00 $ 3,320.00 ...., 21. 8" Vertical Cleanout 4EA 60.00 $ 240.00 ) 22. 4" PVC SDR 26 Service Pipe> 14' 980 LF 8.00 $ 7,840.00 LJ 23. 4" PVC SDR 26 Service Pipe < 14' 1,925 LF 11.00 $ 21,175.00 ...., 24. Granular Foundation Material 1,100 TN 10.00 $ 11,000.00 LJ 25. Televise Sanitary Sewer Lines 4,824 LF 0.50 $ 2,412.00 Estimated Construction Cost - Sanitary Sewer ' , " , , ' ' $214,238.00> " " ' , ' , , ,.., , Contingencies (:t5%) " , $10,762.00 , , ',. , ,. '", , LJ Total Estimated Construction Cost - Sanitary Sewer ' ' " , $225,000.00 " ' .' r"'1 L.J ,., LJ n ...J CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 ..., UTILITY AND STREET IMPROVEMENTS u Page 16 .., '-.J CITY SHARE FOR PIPE OVERSIZING, SEWER EXTENSIONS AND ADDITIONAL DEPTH: .., Sanitary Sewer Oversizing, based on difference in unit prices. ..J A. 12" vs 8" PVC SDR26 SS 16'-18' 69LF 7.00 $ 483.00 .., B. 12" vs 8" PVC SDR 26 SS 18'-20' 291 LF 9.00 $ 2,619.00 LJ C. 12" vs 8" PVC SDR 26 SS 20' -22' 440 LF 10.00 $ 4,400.00 .., D. 10" vs 8" PVC SDR 26 SS 16'-18' 196 LF 2.00 $ 392.00 ...J E. 10" vs 8" PVC SDR 26 SS 18'-20' 344 LF 4.00 $ 1,376.00 F. 10" vs 8" PVC SDR 26 SS 20' -22' 190 LF 5.00 $ 950.00 ..., G. 12" and 10" Wye in lieu of 8" Wye 25EA 51.00 $ 1.275.00 L.J Oversizing Subtotal $ 11,495.00 ...., Sanitary Sewer Additional Depth, based on difference in unit prices. c.J A. 12", 10" and 8" PVC Sanitary Sewer Pipe> 14' 1,500 LF 6.00 $ 9,000.00 ..., B. Extra Depth Manhole 62 FT 80.00 $ 4,960.00 ...J C. 4" PVC Service Pipe> 14' in lieu of < 14' 1,925 LF 3.00 $ 5,775.00 .., D. Granular Foundation Material 1,100 TN 10.00 $ 11.000.00 u Additional Depth Subtotal $ 30,735.00 ..., CITY SHARE - Sanitary Sewer $ 42,230.00 u CONTINGENCIES (:t5%) $ 1,770.00 ..., TOTAL CITY SHARE COST - Sanitary Sewer $ 44,000.00 L.J ,., ...J ...., U ..., LJ .., U ,.., U ,..., U ..., ..J - ....., u CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 .., UTILITY AND STREET IMPROVEMENTS U Page 17 .., w PRELIMINARY COST ESTIMATE .., UTILITY AND STREET IMPROVEMENTS L.J CITY PROJECT NO. 97-49 CITY OF ANDOVER .., LJ WATERMAIN .., LJ ITEM UNIT NO. DESCRIPTION QUANTITY PRICE AMOUNT .., 1. 6" DIP Class 50 Watermain 240 LF 14.00 $ 3,360.00 u 2. 8" DIP Class 50 Watermain 3,630 LF 15.00 $ 54,450.00 3. 12" DIP Class 50 Watermain 1335 LF 20.00 $ 26,700.00 ..., 4. 6" MJ Resilient Seat Gate Valve 11 EA 400.00 $ 4,400.00 u 5. 8" MJ Resilient Seat Gate Valve 7EA 550.00 $ 3,850.00 r, 6. 12" Butterfly Valve 3EA 950.00 $ 2,850.00 u 7. 6" MJ Hub Hydrant (9' -0") 11 EA 1,350.00 $ 14,850.00 8. MJ DIP Fittings 6,000 LB 1.50 $ 9,000.00 ..., 9. I" Type K Copper Tap Service 2,950 LF 8.00 $ 23,600.00 u 10. Water Service Groups 83EA 100.00 $ 8,300.00 11. Gate Valve/Water Manhole lEA 3,000.00 $ 3,000.00 ,., ," Estimated Construction Cost;. Watermain .', $154,360.00, , .',' , " u ' , Contingencies ~%) , ' ". ", . ,,'. ' '.",' , $ 8,640.00 ' " ',' ,'.. , I ", Total Estimated Construction Cost - Watermain' .' , , ' $163,000.00 ' ..., ." " L.J CITY SHARE FOR PIPE OVERSIZING: ,.., .J A. 12" DIP in lieu of8" DIP Watermain Pipe 1,335 LF 5.00 $ 6,675.00 B. 12" Valve in lieu of 8" Valve 3EA 400.00 $ 1,200.00 ..., C. 12" DIP Fittings in lieu of 8" DIP Fittings 755 LB 1.50 $ 1.132.50 U CITY SHARE - Watermain 9,007.50 CONTINGENCIES (:t5%) $ 992.50 ....., TOTAL CITY SHARE COST - Watermain $ 10,000.00 u ....., L.J ,., u ,..., L.J .., :.J ,., Ll CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 ..., UTILITY AND STREET IMPROVEMENTS U Page 18 ..., u PRELIMINARY COST ESTIMATE ..., u UTILITY AND STREET IMPROVEMENTS CITY PROJECT NO. 97-49 .., CITY OF ANDOVER LJ .., STORM SEWER LJ ITEM UNIT .., NO. DESCRIPTION QUANTITY PRICE AMOUNT Ll 1. IS" RCP Class 5 Storm Sewer 754 LF 20.00 $ 15,080.00 2. 18" RCP Class 5 Storm Sewer 317 LF 25.00 $ 7,925.00 .., 3. 21" RCP Class 5 Storm Sewer 210 LF 27.50 $ 5,775.00 u 4. 24" RCP Class 5 Storm Sewer 474 LF 30.00 $ 14,220.00 ,..., 5. 27" RCP Class 5 Storm Sewer 166 LF 35.00 $ 5,810.00 Ll 6. 30" RCP Class 5 Storm Sewer 545 LF 40.00 $ 21,800.00 7. 36" RCP Class 5 Storm Sewer 293 LF 55.00 $ 16,115.00 ..., 8. IS" RCP Class 5 Storm Sewer 4LF 600.00 $ 2,400.00 u 9. 18" RC Flared End Section w/TG lEA 700.00 $ 700.00 10. 21" RC Flared End Section wrrG 4EA 900.00 $ 3,600.00 ,..., 11. 30" RC Flared End Section wrrG 2EA 1,100.00 $ 2,200.00 u 12. 4' Diameter, Cone Type Catch Basin 6EA 1,000.00 $ 6,000.00 .., 13. 4' Diameter, Catch Basin Manhole 6EA 1,100.00 $ 6,600.00 14. 6' Diameter, Catch Basin Manhole 3EA 1,900.00 $ 5,700.00 LJ 15. 4' Diameter, Catch Basin Manhole 4EA 1,200.00 $ 4,800.00 .., 16. 5' Diameter, Catch Basin Manhole 2EA 1,700.00 $ 3,400.00 u 17. 4' Diameter, Skimmer Manhole 3EA 2,000.00 $ 6,000.00 18. Erosion Control at Catch Basin 15 EA 50.00 $ 750.00 ..., 19. Silt Fence 1,000 EA 2.00 $ 2,000.00 u 20. Hand-placed Rip Rap 170 EA 50.00 $ 8,500.00 , , Estimated Construction Cost - Storm Sewer " , " ,,', ' " " I' ,$139,375.00, ,..., , , Contingencies (:t5%) '" - , , , , " , $ 6,625.00 u " , " , TotalEstimated Construction Cost - Storm Sewer ' _ , .' " $146,000.00 ' ,.' , .., LJ " u "l LJ ,., ;j n U CHESTERTON COMMONS SECOND ADDITION CITY PROJECT NO. 97-49 ,., UTILITY AND STREET IMPROVEMENTS u Page 19 .. u PRELIMINARY COST ESTIMATE .., UTILITY AND STREET IMPROVEMENTS LJ CITY PROJECT NO. 97-49 CITY OF ANDOVER .., LJ STREET, BIKEWAYIWALKWAYITRAILS, AND RESTORATION .., CONSTRUCTION LJ ITEM UNIT .., NO. DESCRIPTION QUANTITY PRICE AMOUNT LJ 1. Common Excavation 300 CY 4.00 $ 1,200.00 2. Common Embankment 150 CY 10.00 $ 1,500.00 .., 3. Surmountable Curb and Gutter 8,100 LF 6.00 $ 48,600.00 u 4. B618 Curb and Gutter 500 LF 8.00 $ 4,000.00 .. 5. Class 5 Aggregate Base 5,000 TN 7.00 $ 35,000.00 LJ 6. Bituminous Mix 2331 Type 41 2,500 TN 29.00 $ 72,500.00 7. Seeding (Mix No. 900) and Mulch 6AC 1,000.00 $ 6,000.00 .., 8. Seal Coating 15,700 SY 1.00 $ 15,700.00 L.J 9. Topsoil 300 CY 10.00 $ 3,000.00 10. Wood Fiber Blanket 1,500 SY 2.00 $ 3,000.00 ., Estimated Construction Cost - Street Construction ," ".' ,".," " $190,500.00' .. ", " U Contingencies (:t5%) , , '" ", ,',', ," $,,9,500.00 , , " , ' , " Total Estimated Construction Cost- Street Construction ' , , $200,000.00, .., u CITY SHARE FOR BIKEW A YIW ALKW A YfIRAILS: .., (100% CITY) Park $ 6,200.00 J .., (50% CITY) East side of Hanson Boulevard NW $2,400.00 + 2 = $ 1,200.00 u CITY SHARE - Bikeway/Walkway/Trails $ 7,400.00 " u CONTINGENCIES (:!:5%) $ 600.00 TOTAL CITY SHARE COST - BIKEWAY fW ALKW A Y rrRAILS $ 8,000.00 .. U " ~ e:main: 11912:feas3-20 .., U ,., ;j . u..... i!!:....~ I!! ~~ V) z ..It W -<~~ Z 0)2 fr: i ~ 0":' ..- N o "t-w, w Ol~ ... >2 ~ ... '" 2Zt!.02 $: <0( . I- ... 20 O):r . i!:~ ... i > ~ b - Of- 0 ~ ffi w ~ ~ 8 CD d V1 0 0- Z \- > ... z ..........."J- N .. ... - Z o 0 0 i ! ~ I 20 t; ~ ~ ft ~ ~" 4( >- :2 ~ ~ ~ II: glg a:: W . X u. 0<( w\-q: ~ 0 ... ::I I- dVl..... <( w i &; lis I In "IS ~ W 0:::0 a:: a 0 .....I 8 If mAl wz 0. Z ~ l-- ::EN;:e I-N ~ ct I - 0 ... Z ~ ~~~ V) _>-0 . W Of- <( :c :J (.) p: V1 ;;;) '. .' ..... \ , \ 'I i I ! I I , ,I /'-", I 4 (f), " Z Vi ,'\ .... ... I - ... 0 _......z - , , :::!E' 0 , " :::!E :?: 51<1 , I ~ ... '" o~ I . tit-. Z~~ ~ ~ ~ -~ tn~1 (f) Z .... ,. j::!""'" W ~ eX!:;; "'N Z OJ:::; I!! I!! - 'I u6!!l o -t'W, <( ~ ~:S'" .... >2 1-:: 2Z r!.o:::; :I! .., ~ 1I1~.. ~O 0> g: . Z :( :I! oll ... <C1:'~ :I :( ... ~ . ",a.Lo; - Ot- 0 ~ ffi 0 0 mg ~ m :I ~ 0 ~:~ U- Z I- > I ~ ~ ~ ---....1-1:-= N Cl 0 :2 0 I~ ZO t; * 2 n 0:::: z ~ ~ ~ ~ -C" 0<1: WI- c{ W . ",,> xu. I- OVl\J.. W 0 ~ ~ ~ 0 ... ...... La... < , W::i a:O a::: 0 0 I- w ~ !a !!! ~ U. ~~'" WZ a. z >- ~ -l ... ~ ~ a: ::EN,.... 1-('\1 >- c{ I- 3: ;;:" OQ~ (f) '= >- Q r,.... ~ l!,l dl W U I- ! _ ::Ela", J: :J U i= ::l . \ , \ , , ; u ,_ ~... _, .. . --:-"'I~. i I /' -', '\. \ C/l " Y'l . ~ ~ "" Z , I - co 0 -,,-'Z . - , ::2: 0 , ::2: ", ::2: ~I") , I :e ... ... o~ \ " I ~ - - Uw Ow .\, , ZC/l , zC/l I 0'<( 0<( I-I I-I I . a:::Cl.. a:::Cl.. ,/ w ~ \~ I- . u z~~ -.,. ~ -lR U1 Q !;J:zJ, ::E ,... Z Ol:::! rJ ..... I'f1 ~ w .<:d.. N o -t W , ~~(d .- >2 ~ ($ de ~ 01 2Z ..!.O:::! ~ In ~ a i- .... 20 01 g: . w ~ ~ ~ lJI -.:,.. ... b In;;:'" - d 01-- d ~ ffi 3: :1:1 :I 8 m u- z.....> II: :I :I II: Lf--= ~ ~;~ 2 W ~ ~ ~ ~ - o wO <( zo t; ~ ~ U1 0 " I z ~ ~ ~ ~ ~ - <~ X I.L. 0<( W < W . "'''''51 :::! I- aVlI.&. ~ ~ ~ ~ ... -.... ~ 0 u.. '" -e ~ w ~o !l:: Cl 0 W o III III a::: ::: B B g; D>M' wz a. 2 ~ ...J ::!N'" 1-<'1 >- < 0 - Oo~ (/) =>-0 I- 'I ~ ~~~ W UI- U1 . ,> .~ _:lE!!l", I ;) U S . ; " -! \ , ,41' ( " ,,' ,0' i \ . ;/ / , "-0" r:'-'_h-r~<-__'" _.._,_c~,c:~~':-_..__:'~<<, '..:: .."'--:-+/ , '\ g~ I . "Ill .... ~~ I " '.. .... ." iH: I .....,., ;;::J '.' - ,,-. ",0= ,. / 0:> "~' Ul: / - " <''') 1 ~, / .(/) ", ;; .... \'" /' Z I ~ ~ .i; 0 _.-z '. /,' : . .,,:.;..1'- ~ ~ ", ",\\ . . V1 ~~~ VI -... I- tli'lH (J') 2 ::> ~:zJ, Z W 0 .q- .,,::a z oe:(::E:!;: 0 .,.W . :E U.ccL t'l I>Z O+'_ ~z ~ "'5'" OJ ,....o::a (f) VI E: .. I- ~O ."g: . -c~ll .. :J . - ... 0- . ::a ffi roC) 0 ",0..10. OJ d Ut- 0- 0 {/)~ 0 8 21-6 -----t-l-= N ~ ;~ - Z a I-wa Z 0 wO I za z 1-<( II <( UWz - 01.1.. 0:: 0<( wO::< 2 w X ...,1- 0 z~ . <> u. t- OVlu. ... _ e:<s ::a :J w w::> W ~a O::aO -l ClUJ LL ","f ~ wz a.z>- I- aiM' :2"'''' t-N >-<1- - - 0 ..... (J') '=>-0 rn ~ u:?lr uoN w UI- ~ :::E~~ I :J U .= ::l , 'j "' "' , . I I ....'.. I ~.h. 'n"_.. j I /' -., '. {/). ,,!: lJ) , \ \ ~ .... z -' _..z - :!! 0 '. 0 , ~ \ . ~ ~ ., ".' ~ , t5r0 ... .., " ". o~ I :!! - - REVISED FEASIBILITY REPORT for Chesterton Commons ~ Fourth Addition City Project No. 98-30 Utility and Street Improvements CITY OF ANDOVER Mayor: Jack McKelvey Council Members: Julie Johnson Mike Knight Don Jacobson Ken Drttel Clerk: Vicki Volk January 1999 ~FRA \~ McCombs Frank Roos ~ Associates. Inc. ! - --. -- - ,--- -.~. - ---- ",",-~-'-.~'-' -.--' .- -'~------ ..~ .~. - ~ .~-- -, ~._-- -'---'--'-~_.-'.- ~- ,.-- . -~.'l ~~~._~-"- -- . . , - ,.., Engineering . Planning . Surveying u ,.., _\ u iUl~ffi1~ " u +....> r,'cCombs Frank RODS Associates. Inc. ..., u January 13, 1999 ...., u Honorable Mayor and City Council ..., City of Andover u c/o Mr. Scott Erickson, P.E., City Engineer 1685 Crosstown Boulevard Northwest ,.., Andover, Minnesota 55304 u ,.., SUBJECT: City of Andover u Chesterton Commons Fourth Addition, City Project No. 98-30 Utility and Street Improvements ,..., MFRA #12257 u Dear Mayor and Council Members: ,.., u Enclosed is the revised feasibility report for the utility and street improvements in Chesterton Commons Fourth Addition. This report was ordered by the City Council on January 5, 1999. There ,..., have been some changes to the plan by the developer making it necessary to revise our original July u 11, 1997 report. In addition, the City sewer and water charges have been updated for the year 1999. " The estimated cost for this project as detailed in the report is $352,300.00. The project is feasible u from a technical and engineering standpoint. " We appreciate the opportunity to serve you on this project and are available to meet with the City u Council, staff, and other interested parties to review any aspect of this report. n u Very truly yours, n McCOMBS FRANK ROOS ASSOCIATES, INC. u r:tt~ n 6 u R. Jeff Elliott, P. . n RJE:aam u Enclosures e:\main:\I1257:\feasl-13 ..., U 15050 23rd Avenue North . Plymouth, Minnesota . 55447 phone 612/476-6010 . fax 612/476-8532 r-, e-mail: mfra@mfra,com U " u ...., ~ --, LJ --, J REVISED ,--, FEASIBILITY REPORT L1 FOR ...., -..J CHESTERTON COMMONS FOURTH ADDITION ...., ...J CITY PROJECT NO. 98-30 ~ LJ ...., UTILITY AND STREET IMPROVEMENTS u ...., CITY OF ANDOVER, MINNESOTA u n L.J .-, U PREPARED BY: n McCombs Frank Roos Associates, Inc. u 15050-23rd Avenue North Plymouth, Minnesota 55447 n (612) 476-6010 u n January, 1999 u " u n I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly L.J Registered Professional Engineer under the laws of the State of Minnesota. ...., o 1/13/99...........R:.J~ffEiii~~.:p::~.@l~........... .........~.................................Minn. Reg. No. 19174 u " u .. u ~ LJ TABLE OF CONTENTS ., u TABLE OF CONTENTS ............................ ................ ................................ ..... ... .............. ........................................... 1 -, INTRODUCTION.. .............. .... ................... ........ ........ ............... ...................... ......... ................................................... 1 LJ LOCATION (NORTH 1/2 OF SECTION 23, T32N, R24W)..................................................................................... 2 '" IMPROVEMENTS ............................................. ........................ ................................... .............................................. 3 u 1. SANITARY SEWER ..................... ................ .................. .......... ............................ ............................. ................. 3 ,., 2. WATERMAIN ........................................... ........................ ................... .......... ... ... .............................................. 3 u 3. STORM SEWER.......................................... ........ ............. ....... ............ ................... ........... ................................4 4. STREETS, BIKEWAY/WAlKWAYSITRAllS AND RESTORATION................ ................... ............................. .............. 5 ,., INITIATION (PETITION/ANDOVER CITY COUNCIL ACTION)................................................................................ 6 u FEASIBILITY (THE PROJECT IS FEASIBLE) .......................................................................................................... 6 ,., RIGHT-OF-WAY/EASEMENTS (TO BE PLATTED AND DEDICATED OUTSIDE OF PLAT, AS NECESSARY) ...6 LJ PERMITS (ANOKA COUNTY, MPCA, MCES, DEPARTMENT OF HEALTH, DNR, CORPS OF ENGINEERS, ,., u COON CREEK WATERSHED DiSTRiCT).............................................................................................7 ,., COMPLETION (JULY 30, 1999) ............................................................................................................................... 7 u ESTIMATED PROJECT COST ($352,300.00). ............................... ............... ........................................................... 8 ,., ESTIMATED ASSESSABLE COST (UNIT BASiS).................................................................................................10 u RATE CALCULATION ..................... ... ...... ........... ..... .............................. ..... ................... ......................................... 11 ,,.., u ESTIMATED COST PER RESIDENTIAL LOT ($14,000.53) ................................................................................... 12 ESTIMATED COST PER COMMERCIAL LOT ($64,400.53)...... ........................... ............................. ...... 13 n u PROPOSED PROJECT SCHEDULE (1999 CONSTRUCTION SEASON FOR FOURTH ADDITION, AND AS REFERENCED BY DAVID CARLBERG'S DEPARTMENT PHASING, DATED JANUARY 21, 1997)................14 n LJ PRELIMINARY COST ESTIMATE (SANITARY SEWER, WATERMAIN, STORM SEWER, AND STREET RESTORATION) ........ .............................................................................................. ............................................ 15 .. u ....., u " u .. U n U n U .. U CHESTERTON COMMONS FOURTH ADDITION CITY PROJECT NO. 98-30 "'"' UTILITY AND STREET IMPROVEMENTS u "'"' u INTRODUCTION n The purpose of this feasibility report is to present the City of Andover with a preliminary u examination of municipal improvements for Chesterton Commons Fourth Addition. The report .., discusses the proposed scope of utility and street improvements, preliminary cost estimates, u assessment rates, and a project schedule. The report was initiated by the Andover City Council n LJ on January 5, 1999 and has been prepared in compliance with Minnesota State Statues 429 for projects resulting in special assessments. The costs provided in this report are based on the ., u current Engineering News Record Construction Cost Index of 5,990.77. n u This feasibility report supplements the original feasibility report dated July 11, 1997. There were .., changes to the plan by the developer, and adjustments to the City area connection charges for the ~ J year 1999, making it necessary to revise this feasibility report. .. u This feasibility report is proposed with the understanding that permanent and temporary utility n easements will be provided to the City of Andover in order to extend and serve adjacent plats u with utilities. The dates shown on the Proposed Project Schedule on page 14 are contingent on n the acquisition of these mentioned utility easements. '...J .., U n u .., U '1 L.J ,..., U .. U 'I u CHESTERTON COMMONS FOURTH ADDITION ..., CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS LJ Page 2 " u LOCATION .., ~J The proposed project covers utility and street improvements in the proposed Chesterton Commons r~ Fourth Addition development located in the north 1/2 of Section 23, T32N, R24W, in the City of oJ Andover, Minnesota. .., u A preliminary plat containing 229 single family lots has been approved with contingencies for " u Chesterton Commons. The 229 lots located within Chesterton Commons have been divided into multiple ...., phases. Phase 1, which is the eastern phase, was constructed in 1997 and contains 92 residential lots. LJ Phase 2, proposed to be constructed in 1999 consists of: n LJ City Project No. 97-49 Chesterton Commons Second Addition 75 residential lots ,..., City Project No. 98-34 Chesterton Commons Third Addition 31 residential lots LJ City Project No. 98-30 Chesterton Commons Fourth Addition 21 residential lots and n 2 commercial lots LJ This report discusses Chesterton Commons Fourth Addition. Both Second and Third Additions are n discussed in other feasibility reports. LJ n The Chesterton Commons Fourth Addition Plat is bordered by Hanson Boulevard NW on the '- j west, Chesterton Commons Second Addition on the north, Chesterton Commons Phase 1 on the east, n and Hamilton Square on the south. LJ n u n LJ " '--l ,..., U 'I LJ '1 .J CHESTERTON COMMONS FOURTH ADDITION .., CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS , J Page 3 ~ u IMPROVEMENTS ~ L1 ~1 1. Sanitary Sewer L.J .., The proposed sanitary sewer collection system for this project will be provided by u connecting to the 8-inch diameter PVC sanitary sewer proposed to be located west of the n intersection of 154th Lane NW and 154th Avenue NW. L.J ,.., It is proposed to extend an 8-inch diameter PVC sanitary trunk sewer main westerly along u 154th Avenue NW to the Eagle Street NW intersection, a distance of about 520 feet. At n this intersection, it is proposed to extend an 8-inch diameter PVC sanitary sewer 345 feet u north and 250 feet south of the intersection, within the platted Eagle Street NW right-of- n way. Ll r, It is also proposed to extend an 8-inch diameter PVC lateral sanitary sewer within the u platted road right-of-way of 153rd Lane NW, a distance of about 70 feet, as shown on the n u sanitary sewer exhibit. (Refer to Exhibit 1.) n '..J All residential and commercial lots will be served by 4 inch diameter PVC services, with n a 4 inch diameter PVC vertical clean-out located at the right-of-way line. u n The sanitary sewer addressed under this project is proposed to be paid as follows: u n A. The cost of the 8-inch and smaller sanitary sewer shall be paid by Chesterton L1 Commons Fourth Addition. ..-, '<-.J 2. Watermain ..., u Water service will be primarily extended from a proposed 8-inch diameter DIP trunk ~ watermain stub to be located west of the intersection of 154th Lane NW and 154th u ...., LJ CHESTERTON COMMONS FOURTH ADDITION n CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS J Page 4 n LJ Avenue NW. The 8-inch diameter DIP trunk watermain will be extended westerly along .-, the south right-of-way to the Eagle Street NW intersection. L.J ., It is proposed to extend 8-inch diameter DIP watermain within Eagle Street NW and the' LJ remainder of the platted streets as shown on the watermain exhibit (refer to Exhibit 2). In ,., addition, the watermain will be extended north of the Eagle Street NW cul-de-sac to loop LJ the system together with Chesterton Commons Second Addition. All watermain on the r- " w project will be equipped with the necessary valves and hydrants necessary for proper ..., operation and fire protection. u r-, All residential lots will be served by one inch copper services, with curb stops located at LJ the right-of-way line. The two commercial lots will be served by 8-inch DIP water r-, services, with valves located at the right-of-way line. u ,..., The watermain addressed under this project is proposed to be paid as follows: u ,., A. The cost of the 8-inch and smaller watermain shall be paid by Chesterton u Commons Fourth Addition. r1 ....J 3. Storm Sewer n u Surface water within this plat will be controlled with storm sewers and on-site ponding. r-, All storm sewer sizing and catch basin spacing is based on a 10-year design storm u frequency. Ponding is based on a 100-year design storm frequency. Emergency overflow ..., will be provided at all low points within the streets to provide overflow protection of J homes and businesses for runoff events with greater flows than those used for the design 'I of the storm sewer collection system. u ..., LJ .., L..J ,..., LJ CHESTERTON COMMONS FOURTH ADDITION ,., CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS ___J Page 5 M U It is proposed to construct catch basins at all low points within the streets throughout the ,..., plat and direct most of the runoff to sedimentation ponds prior to discharging into County Ll Ditch No. 37. The proposed system is shown on the storm sewer exhibit (refer to Exhibit ." 3). L.J ,.., All construction adjacent to wetlands will be approved or reviewed by the Corps of LJ Engineers, the Department of Natural Resources and/or the Coon Creek Watershed rO, L.J District. All permits related to total site grading are the responsibility of the developer. ,.., 4. Streets, Bikeway/Walkways and Restoration LJ r'\ Public streets are proposed to be constructed (refer to Exhibit 4) to Andover City u Standards which require a 32-foot width (face to face of curb) with concrete curb and ,.., gutter. Bikeways/walkways/trails are proposed to have a lO-foot width (City standards). LJ The streets and bikeways/walkways/trails will be constructed with 2-1/2 inches of n bituminous wearing course and 4 inches of Class 5 gravel base over an acceptable \J compacted subgrade. It is assumed that all street areas will be graded by the developer to r"l within 0.2 feet of the designed subgrade elevation prior to utility and street construction. u In addition, the portion of 154th Avenue NW between Hanson Boulevard NW and Eagle ,..., u Street NW will be constructed to a 9-ton design with 4-inches of bituminous base and wear course, and 12-inches of Class 5 gravel base over an acceptable compacted n u subgrade. It will also be widened to a 47-foot width (face to face of curb). " u The roads shall have a 6-inch crown with 0.5% minimum grade and 7% maximum grade. n Grades within 30 feet of street intersections shall not exceed 3%. Boulevards are ...J proposed to have a positive 2% grade from the back of curb to a distance of 8 feet behind '\ the back of curb. Beyond 8 feet behind the back of curb, the maximum boulevard slope u shall be 4: 1. ,.., u The bikeways/walkways/trails addressed under this project is proposed to be paid as ,..., follows: L.J .., u CHESTERTON COMMONS FOURTH ADDITION n CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS .) Page 6 ... u .., A. The City will pay for 50% of the portion of bikeways/walkways/trails to be J located between Hanson Boulevard NW and the Chesterton Commons .., development. Chesterton Commons Fourth Addition will pay the other 50% of L.J the bikeways/walkways/trails portion. .., LJ r, INITIATION u r\ The project was initiated by the petition of Ashford Development Corporation, Inc., the owner LJ and developer of Chesterton Commons; and Andover City Council action. ... u ,., FEASIBILITY 0 ,., The project is feasible from a technical standpoint and meets all local, regional and state u standards for municipal improvements. r, u ...., RIGHT -OF-WA Y/EASEMENTS u n All right-of-way and easements are proposed to be dedicated as part of the platting process. u Additional utility and drainage easements will be required based upon final design, including ...., areas located outside of and adjacent to this plat. u -, oJ --, U ...., U ...., ...J .., u CHESTERTON COMMONS FOURTH ADDITION n CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS ~J Page 7 ~ ....J PERMITS ,..., ~J Permits will be required from the Anoka County Highway Department for work within County ,..., Highway right-of-way, the Minnesota Pollution Control Agency (MPCA) and the Metropolitan u Council Environmental Services (MCES) for sanitary sewer extensions; from the Minnesota ,..., Department of Health for watermain extensions; and from the Coon Creek Watershed District., \.J Department of Natural Resources and/or Corps of Engineers for drainage improvements and ,..., L1 work within watershed control of wetland protection areas. ,..., '-.J COMPLETION " u This project is proposed to be completed as part of the second of multiple phases. During the n 1997 construction season Phase 1 was significantly completed. Fourth Addition is prepared to be J completed in 1999. ...., u ,.., "'-.J -, U " U ,..., U .--, -' ...., u ...., u ...., u ,.., Li CHESTERTON COMMONS FOURTH ADDITION ...., CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS 'J Page 8 ...., u .., ESTIMATED PROJECT COST , J " Included in this report is a detailed estimate of construction costs for the street and utility u improvements. The costs quoted herein are estimates only and are not guaranteed prices. Final .., contracts will be awarded on a unit price basis. The contractor will be paid only for work 0 completed. The cost estimates are based on 1999 current construction costs. Costs associated " with future phases of this development will need to be adjusted for inflation and future City trunk LJ rates. No costs are included for easement or right-of-way acquisition. ...., u The estimated costs for Chesterton Commons Fourth Addition, City Project No. 98-30 are as ...., follows: LJ ...., Construction Costs Fourth Addition J Total -., Sanitary Sewer $ 48,000.00 Watermain $ S2,000.00 LJ Storm Sewer $ 47,000.00 ...., Streets and Restoration (Bikeways/walkwaysltrails) $ 124.000.00 0 TOTAL ESTIMATED CONSTRUCTION COST $ 271,000.00 .., Overhead Costs t..J Engineering $ 41,722.00 n Aerial Mapping (1% of street) $ 1,240.00 '-l Drainage Plan (0.3% of street/storm) $ 513.00 Administration (3%) $ 8,130.00 -, Assessing (1 %) $ 2,710.00 t..J Bonding (0.5%) $ 1,355.00 ,.., City Expenses - Public WorkslEngineering $ 7,000.00 Testing $ 3,000.00 '--.J Construction Interest $ 8,130.00 -., Signs $ 5,000.00 LJ Other $ 2.500.00 TOTAL PROJECT COST $ 352,300.00 ...., u ...., u " u CHESTERTON COMMONS FOURTH ADDITION n CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS .....; Page 9 ~ u Total ~ City Share l J Sanitary Sewer $ 0.00 Watermain $ 0.00 " Storm Sewer $ 0.00 u Streets and Restoration (Bikeways/walkways/trails) $ 11.500.00 TOTAL ESTIMATED CITY SHARE $ 11,500.00 ., 0 Overhead Costs (30%) $ 3,450.00 ,..-, CITY SHARE TOTAL $ 14,950.00 L.J ., LJ ,.., U ,., J -, L.J r-, -...1 ....., LJ n U ,..., U ..., U .., U ..., U ...... L.J ,.., LJ CHESTERTON COMMONS FOURTH ADDITION ...., CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS .) Page 10 '" L' ...., ESTIMATED ASSESSABLE COST u '""' The assessments are proposed to be based on a per unit cost for aU lateral and trunk benefits. The L1 assessments include the estimated project costs for sanitary sewer, watermain, storm sewer and .., street construction, plus the following connection and area charges for trunk sanitary sewer and ..J watermain. The trunk charges proposed to be assessed under this project are based on 1999 rates .., established by the City of Andover. Depending on the actual trunk locations determined by the \..J City, these reported costs may need to be adjusted or modified. ...., '-.J Trunk Sanitary Sewer Connection Charge $306.00/unit* ~ Trunk Watermain Connection Charge $1,325.00/unit* LJ Trunk Sanitary Sewer Area Charge $1,126.00/acre n J Trunk Watermain Area Charge $1,195.00/acre ~, LJ * For commercial lots, additional connection charges to be determined. .., ~J ...., U n U ."'" L1 ,...., LJ .., L..J n w 'I U n LJ CHESTERTON COMMONS FOURTH ADDITION ~ CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS '-I Page II ,.., \..J .., RATE CALCULATION (Fourth Addition> u .~ 1. Sanitary Sewer Lateral Rate u Lateral Benefit = $48,000.00 x 1.3 $ 62,400.00 ~ Lateral Sanitary Sewer Rate = $62,400.00/2110ts $ 2,971.43/unit u 2. Watermain Lateral Rate .., Lateral Benefit = $52,000.00 x 1.3 $ 67,600.00 u Lateral Watermain Rate = $67,600.00/211ots $ 3,219.05/unit ., 3. Storm Sewer Rate u Benefit = $47,000.00 x 1.3 $ 61,100.00 r'o Storm Sewer Rate = $61,100.00/21 lots $ 2,909.52/unit LJ 4A. Street and Restoration Rate (Residential Lots) -, Benefit = ($34,865.38 - 3,233.48) x 1.3 $ 41,121.47 LJ Street & Restoration Rate = $41,121.47/19 lots $ 2,164.29/unit ..., 4B. Street and Restoration Rate (Commercial Lots) LJ Benefit = ($89,134.62 - 8,266.52) x 1.3 $ 105,128.55 ~ oJ Street & Restoration Rate = $105,128.55/2 lots $ 52,564.29/unit ..., u 5. Trunk Sanitary Sewer Area Rate ,.., Lateral Trunk Sanitary Sewer Area Rate = u $1,126.00/acre x 10 acres/2110ts = $ 536.19/unit .~ 6. Trunk Watermain Area Rate L.J Lateral Trunk Watermain Area Rate = n $1,195.00/acre x 10 acres/211ots = $ 569.05/unit u .., ...J .-, L.J " U " u CHESTERTON COMMONS FOURTH ADDITION ..., CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS LJ Page ] 2 ,..., L1 ESTIMATED COST PER LOT (Fourth Addition, Residential Lots) ,..., u 1. Sanitary Sewer Lateral $ 2,971.43 ~ , 2. Watermain Lateral $ 3,219.05 LJ 3. Storm Sewer $ 2,909.52 --, 4A. Street and Restoration $ 2.1 64.29 u Subtotal - Lateral Charges per Lot $11,264.29 ,..... u Sanitary Trunk Connection Charge $ 306.00 ~, Watermain Trunk Connection Charge $ 1.325.00 LJ Subtotal - Connection Charges per Lot $ 1 ,631.00 n 5. Trunk Sanitary Sewer Area Rate $ 536.19 L1 6. Trunk Watermain Area Rate $ 569.05 ,..., Subtotal - Area Rate Charges per Lot $ 1,105.24 _ J Estimated Total of Trunk Area Lateral ,...., Assessments $14,000.53 LJ ,..., U ,..., 'J ..., '..J - , u n L1 ,..., LJ ..., LJ " U .., u CHESTERTON COMMONS FOURTH ADDITION ..., CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS LJ Page 13 ..., LJ ESTIMATED COST PER LOT (Fourth Addition, Commercial Lots) ..., u 1. Sanitary Sewer Lateral $ 2,971.43 '"' 2. Watermain Lateral $ 3,219.05 LJ 3. Storm Sewer $ 2,909.52 n 4B. Street and Restoration $ 52.564.29 u Subtotal - Lateral Charges per Lot $61,664.29 ...... LJ Sanitary Trunk Connection Charge $ 306.00* ~ Watermain Trunk Connection Charge $ 1.325.00* u Subtotal - Connection Charges per Lot $ 1,631.00* ,..., 5. Trunk Sanitary Sewer Area Rate $ 536. I 9 LJ 6. Trunk Watermain Area Rate $ 569.05 ~ Subtotal - Area Rate Charges per Lot $ 1,105.24' '...J Estimated Total of Trunk Area Lateral ..., Assessments without additional connection charges $ 64,400.53 LJ ,., * Additional connection charges to be determined. u ...., u ~ U n LJ ,~ U ~ U ...., U ..., ~ n u CHESTERTON COMMONS FOURTH ADDITION '"'l CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS u Page 14 n u ,..., PRELIMINARY PROJECT SCHEDULE u r") U n U 1. City Council Receives Revised Feasibility Report January 19, 1999 " 2. City Council Waives Public Hearing January 19, 1999 u 3. City Council Orders Project and Authorizes Engineer to Prepare ~ Plans and Specifications January 19, 1999 LJ 4. Engineer Submits Plans for City Council Approval and Receives ,..., Authorization to Advertise for Bids March 16, 1999 LJ 5. Advertise in City Official Newspaper and Construction Bulletin March 19,26 and " 'oJ April 2, 1999 6. Open Bids April 13, 1999 " u 7. City Council Receives Bids and A wards Contract Apri120,1999 ...., 8. Contractor Begins Construction May 3,1999 u 9. Contractor Completes Construction July 30, 1999 ...., L1 NOTE: Project schedule is based on receiving necessary right-of-way, easements and favorable approval of trunk water and sewer extensions. r' U n LJ " U ~-, W .., U ....., U ,...., LJ CHESTERTON COMMONS FOURTH ADDITION " CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS u Page ) 5 .., u ...., PRELIMINARY COST ESTIMATE u UTILITY AND STREET IMPROVEMENTS ,..., . CITY PROJECT NO. 98-30 LJ CITY OF ANDOVER " SANITARY SEWER LJ .., ITEM UNIT NO. DESCRIPTION QUANTITY PRICE AMOUNT u 1. Mobilization 1 LS 3,SOO.00 $ 3,500.00 2. Clear and Grub 1 LS 500.00 $ 500.00 LJ 3. 8" PVC SDR 35 SS 8'-10' 690 LF 16.00 $ 1l,040.00 4. 8" PVC SDR 35 SS 10'-12" 215 LF 17.00 $ 3,655.00 ,..., 5. 8" PVC SDR 35 SS 12'-14' 60LF 19.00 $ 1,140.00 u 6. 8" PVC SDR 26 SS 14'-16' 60LF 21.00 $ 1,260.00 7. 8" PVC SDR 26 SS 16'-18' 60LF 23.00 $ 1,380.00 ..., 8. 8" PVC SDR 26 SS 18'-20' 70LF 26.00 $ 1,820.00 LJ 9. Standard 4' Diameter Manhole 0-10' 6EA 1,350.00 $ 8,100.00 ..., 10. Extra Depth Manhole 4FT 80.00 $ 320.00 u 11. 8"x4" SDR 26 Wye 21EA 50.00 $ 1,050.00 12. 4" Vertical Cleanout 2lEA 40.00 $ 840.00 ...., 13. 4" PVC SDR 26 Service Pipe < 14' 595 LF 8.00 $ 4,760.00 u 14. 4" PVC SDR 26 Service Pipe> 14' 140 LF 11.00 $ 1,540.00 IS. Granular Foundation material 300 TN 10.00 $ 3,000.00 n 16. Televise Sanitary Sewer Lines 1155 LF 0.50 $ 577.50 L..l Estimated Construction Cost - Sanitary Sewer " .' $ 44,482.50 , " . ",' Contingencies (:t8%) " " " ." " , " , $3,517.50' ...., , " ',' " , Total EstimatedConstruction Cost - Sanitary Sewer , , , .' $ 48,000.00 u " , .., U n U ...., U .., U ...., U ,..., u CHESTERTON COMMONS FOURTH ADDITION ..., CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS u Page 16 n u PRELIMINARY COST ESTIMATE" .., UTILITY AND STREET IMPROVEMENTS u CITY PROJECT NO. 98-30 ,..., CITY OF ANDOVER, LJ WATERMAIN ,.., u ITEM UNIT NO. DESCRIPTION QUANTITY PRICE AMOUNT .., 1. 6" DIP Class 50 Watermain 65 LF 15.00 $ 975.00 LJ 2. 8" DIP Class 50 Watermain 1560 LF 17.00 $ 26,520.00 n 3. 6" MJ Resilient Seat Gate Valve 3EA 400.00 $ 1,200.00 LJ 4. 8" MJ Resilient Seat Gate Valve 6EA 600.00 $ 3,600.00 5. 6" MJ Hub Hydrant (9' -0") 3EA 1,350.00 $ 4,050.00 ..., 6. MJ DIP Fittings 3,000 LB 1.50 $ 4,500.00 LJ 7. 1" Type K Copper Tap Service 665 LF 8.00 $ 5,320.00 8. Water Service Groups 19EA 100.00 $ 1,900.00 ..., , ' Estimated Construction Cost -Watermain ""'.,, " . ',',' ',." '.'.. ,<> .,".',' $ 48,065.00 LJ /,,' Contingencies ~%) ',' <.' "., ...'. ",", ' ,.' $>3,935.00, ,',I '<," < '<', '. .. ,'.' ",... " ",,', '... " Total Estimated Construction Cost - Watermain ," ".<, ',<". "<'.".. .' $ 52,000.00 .., ,<' , u "' LJ .., LJ ..., U ..., U .., U .., u n U .., LJ " LJ CHESTERTON COMMONS FOURTH ADDITION ...., CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS -..J Page 17 ,--> .J PRELIMINARY COST ESTIMATE ....., UTILITY AND STREET IMPROVEMENTS u ,.' CITY PROJECT NO.98~30 ....., CITY OF ANDOVER '-J STORM SEWER ...., ~) ITEM UNIT NO. DESCRIPTION QUANTITY PRICE AMOUNT ...., 1. 18" CMP Storm Sewer 200 LF 22.00 $ 4,400.00 L.J 2. IS" RCP Class 5 Storm Sewer 60LF 20.00 $ 1,200.00 ., 3. 24" RCP Class 5 Storm Sewer 150 LF 30.00 $ 4,SOO.00 LJ 4. 30" RCP Class 5 Storm Sewer 400 LF 40.00 $ 16,000.00 S. 18" CM Safety Apron and Orate 2EA 450.00 $ 900.00 ..., 6. IS" RC Flared End Section w/TO 1 EA 600.00 $ 600.00 u 7. 30" RC Flared End Section wrrG 1 EA 1,100.00 $ 1,100.00 8. 4' Diameter, Cone Type Catch Basin 1 EA 1,000.00 $ 1,000.00 ....., 9. 4' Diameter, Catch Basin Manhole 3EA 1,100.00 $ 3,300.00 LJ 10. 5' Diameter, Catch Basin Manhole 2EA 1,600.00 $ 3,200.00 ,..., 11. 5' Diameter, Storm Sewer Manhole 1 EA 1,700.00 $ 1,700.00 u 12. 6' Diameter, Storm Sewer Manhole 1 EA 2,000.00 $ 2,000.00 13. Erosion Control at Catch Basin 6EA 50.00 $ 300.00 ...., 14. Silt Fence 300 LF 2.00 $ 600.00 <J 15. Hand Placed Rip Rap 60CY 50.00 $ 3,000.00 Estimated Construction Cost..; Storm Sewer " , $43,800.00 " .." ,," " ',,', ' ,,',' ',' '.,",', .-, Contingencies (:t8%) ":< ".,' ,', ..'.. ,', .",'.. ," $:3,200.00 1 ' , , , >.., .' '",'., .',' , ,', "',', , , I Total Estimated Construction Cost- Storm Sewer , ,.' , $,47,000.00 ~ '. , .", ,> ..., 0 ,.., u ...., , I ...., ~J -, .J ..., -..J ..-, LJ CHESTERTON COMMONS FOURTH ADDITION "1 CITY PROJECT NO. 98-30 UTILITY AND STREET IMPROVEMENTS ...J Page 18 ....., LJ PRELIMINARY COST,ESTIMATE ,..., UTILITY AND. STREET IMPROVEMENTS LJ CITY PROJECT NO. 98-30 ,.., ". CITY OF ANDOVER LJ STREET, BIKEWAYIWALKWAYffRAILS, AND RESTORATION ....., CONSTRUCTION L.J ITEM UNIT ,.., NO. DESCRIPTION QUANTITY PRICE AMOUNT u 1. Common Excavation 1,000 CY 4.00 $ 4,000.00 .., 2. Common Embankment 500 CY 10.00 $ 5,000.00 u 3. Surmountable Curb and Gutter 2,350 LF 6.00 $ 14,100.00 4. B618 Curb and Gutter 1,150 LF 8.00 $ 9,200.00 ,..., 5. Class 5 Aggregate Base 3,600 TN 7.00 $ 25,200.00 LJ 6. Bituminous Mix 2331 Type 41 1,200 TN 29.00 $ 34,800.00 7. Bituminous Mix 2331 Type 31 320 TN 27.00 $ 8,640.00 "., 8. Seeding (Mix No. 900) and Mulch 2AC 1,000.00 $ 2,000.00 L..J 9. Seal Coating 7,350 SY 1.00 $ 7,350.00 ,.., 10. Topsoil 150 CY 10.00 $ 1,500.00 11. Wood Fiber Blanket 750 SY 2.00 $ 1,500.00 u 12. Striping 1 LF 2,000.00 $ 2,000.00 ....., Estimated ConstructiollCost ';'Street Construction'." .,.. ,'.,.,.. "..,','.',' .'... ',,'. " ",'.', $115,290.00 u ... Contingencies (:t8%) ,...,', ,,'" ,',' ..',".','.,'.."'..',. ,.,...' ,,' '.',i ", ,", >..., " "... $ .'..'..8,71 0.00 " .' .",', ,',', " .'",. TotalEstimated ConstrUction Cost- Street Construction ."""',,,...' ,. $124,000.00 "~ u CITY SHARE FOR BIKEW A Y/w ALKW A YffRAILS: ....., (50% CITY) East side of Hanson Boulevard NW $21,590.00 -;- 2 = $ 10,795.00 u ....., CITY SHARE - Bikeway/Walkway/Trails $ 10,795.00 ~j CONTINGENCIES (:t8%) $ 705.00 ....., TOTAL CITY SHARE COST - BIKEW A Y/W ALKW A Y/TRAlLS $ 11,500.00 .J ....., LJ c:main:1 J912:fcasJ.13 ~ U ....., ..J - -. ...:,/~!.' ,.. ... ,.'.. . . gj'. .,:.'. .... C.."... . " ..':;j,L;:~!:;: ..,........ .. VI' .. ,: ..... .. ~ : .. > _ ... :....,... ../ " ",i:::: ~ ,. (f) ~;":;, / ffi ~ . " ,.'i..,: . . ..,...., . ..:.. .. ..... . ..f.,~. r'.~~~ ~_. . Z 0 ~'ci>' '.'.'. ~ 17l .u,'.?:....: ...., . .. ., . ....i ':~ ~ T .,.-.... .. I I 020 ~~liW ,'2 ~z ' "; . "". cnii::L>, _ "": I- 0 - w 'WJ:,;>~,... 'C..i, <( - <( .... '... ...,'.;---: . :.. '. ... ,0 . . . .'.'-, g OJ 0 , I u_ z.-:~ ' O/:...~.~VI ~,:....,. Ii,..; .'-. .',:;.~"... ,.. ".'.'~;!!l.!llIII a:: ,-'z.. Z2S tJl:::l ~ >- /'z -.... lil Vllil -....; ... II ... ... . . ....'.. - mi. ~z! :c <( 00<{ b!;jl?:<( o::::..j~, ~g~ . ..... ..' .......... .,::5~ 'x e: I- 0 VI1.&.. -.. ~ n.':: n. . ',.,:. -. <...: - _ t:: "" 5l :::0 ffiF!= g:~~j~,>:'~ [~[-',i',<~ .,.,/,<';-]J~'_i~~ w,~.. I-~ <( ~':::;,_'. . .. ._ ,', - '/p",!;;:, I ~; .W'_ ,.'... i.'.,.,.. ..,.,'.." .. ... ." ."~I.<" -. . u =>', .~...."... , ........."......;"...;......;:'....'.....,............. ..'. .<_:' .... .......... . " ..~ ... >' ..../. ....... .... '. ' .... ... c. ......... ... . ....., . : '.... ,...._ _ f,c -' .,,";?/ c/., ... . .... -"" /> // 'Y"'", "-")'-'_ />.:' .... '. .' . '- .,' ';Iff ,/ I '- /', '. ' / ,; , .0' ',-'~ / -'" " _' ... _.. ., ", ,"; /', ( '-" I'.f "/" /' '" '" ',... ' . ( , t, .I,' I"'" .... ~;}.;&'" _ ,,', ~_ "I '\ _,,,.:, , '., ,.,. 1/ ,.,,' ..... .". - -'/ ,'/ " C, / y-, '-, ..... n..... ..... . - ", "-'/~/./;.{", ': -->/ . '->~'/,/>/ -',,""//I//'<.'~"-''',.,.. ;' !~~~. / "'y' "- /,', '/ ~/:>'>j,)K)/'- / / -', 'c <\;,~.. ...'-'T ,,-:-,: -} 'j .... . ':." "".': '- '~~/~?<'-,'(i.:..;..,....<...C';,.,"")'-~ "/, ... ...., ""<~~~~,<//'~c /(/:;'\"'- (~"f /~' '// '/'/: ':/ ... /.......<..\ \\;>~~:'/' ,,- : ... ...., . ....,<;::'. / [ f / 'CeC" /', " "- Xl. /,/.... .., " C '; / \, '.'~U/"', . \ ' < ' -l~ r~.'-J,J~ - , :(:..-,:::'/:::, ":_^'<;.-.>. ,.;::; ',7 '-' i ,:C',::. ../ \ " , ~\.i'r:-:: , ';',:':_>;_ ' -- ,:.. - ~'" "0,_, ,_/ i'~, /// '."<,' ., .. . .. //..' "-'" Ii/' '\ \fi.' :-, / '" //,."./ ,./~," . '\ \ \ \'... ' i . .... "., ... ~<, " " '>., /.. '. " * '. /, .,. \L/ d ,,-, . t. l I, . ... . . '.'-, '-...,.,.:. .:,.", "l /", '::, .'., , <: _. -'0.' ", ;/ j ,,-~ '0,,<:-\, . / -', . I. i.' I, . i '-'~~:)"'\' :::', //>;:,;:/:2; ;.. .(/ :/:/, .~"'., ;-: .'<-""J/' /~.,':'<,.. ;~, " j / ...'... I _'_;__~~~~--'--;:"--jn, 1, '.li,,~:L:,~::~:.i;:.--, )) <7/.'-'''.'_ .", .."./ '.,< ./ }~f ./ /.. ""-'\" ,,'( )/'00' ...:. -,...... .' .j Lt'i.ll i~'..,'''__'': ,.;'.; /; . .',};1/ ,,--.......> . "--"",,':,; / -"'" // // \ 'Vx~\ / 00 .....,. ...,.... 'c-' . l j:l I '-/,;;,. ./',.r I' .' P &,:J' " :>;':,>,:" < -.. ~ ... ;N,.i" \ ,... . i7::'.':-:,-j: EX:',,_; t::::o?:: >".;"-':,;' '/1,';;';,--::'): ,...;/ j( I'" "r'-:;;>; t/:, :.:,.,; '-:/:..;.... .- "... / l" ,;7 / f Q:-'::i ~::~:,- /}'-:::<::' ,,:;,_: ".1 i _,:;"c:f i" -'::,(;",.:;' !::y.; ,- - / / / / '~',-.'..,,__. .':''/'</..1 ... >""'___' /',/ ~/~</..... :.:< /''J\ ~ / ,...... .. - 'c...:.- ,'-_. .. __.__1 f ? [ --..--~:.--.--.,--,:~~:! ... , '.' .. r, ~,. .. / ." .',i. --, /'>;"-< /'. \ I~' .-... ,. ....- 'l .f r.TII '-:';"i.;. j. '. ... . ' , ,'"," ,.! / "):':::">~ /' l' i~ / "-.., ~_::,i\_: ~--:--'--,:'-':::':.::':':' ..,:,,-<: j; if, r; :"'__",,_,__:", ...',_' I " ,.p/._ "', ?"""J'<"..". c-,. ",./i" ~~l~//... :.;. "" / .L......~....... '.....' i!ll t:C)<,;;:. :. If .r' /..... / "".:. IV.l ,,// .",..... .J":-- '/',,;" I 0 " ,I! 1 f.. . ... ....: 1 ~ '~, " "" I.f / / :- t' '_:, co ~,..... 1.:__- ,':.: , J:::;,~"'r<I::~?/.i'.,.',::i . , " './'. "i, ,'.' / ' "'.I r' 0 I . ,j. 1.:"".'----':"'.':'.';-'.;_:.;...1 I ' , j" ',' ' ",J:" . ;,,'""" /::/ .//"<~. '-/ .~,," /1 I, Z. -,......,,,.........,--,- ..H: ! hi' ,':--':y-'" 7/1. . . . '."-<., /. ,~'-~;i~ ' ,/' ,,' / ". " .>'.;'-- /, ( /'. ..." . '.'. ...: ....... ' 'j 'J...;..;;'" , '. -, / ", // ".<' (<.' '?'/,:' '--. I"" "il,! ,.... 1 . . "-.' , / J l' ;', .-' ',' J' / I.: I.. It> .. i', ,./--/ ... ). _ , . ". /"-, ': .'<<, '/,' /,/ /<~~;;.?.">-....'-.,'-< ~'}' / . ... I ,_~ .........!, I! Ht~~"'..",~L:.:.,:.._:.j"i..; /.........,..... . /. ,1'1, ,,/. / '.. . I.'.... ..------~--"'.. 1.U1!'(.r '.' .. ~ '/"Y~',:.t 'it' l /' ~'"' \'-' '-,. ;::-..... 0 ,':"; " ~ I ~;P::' ::c, . / ".,. .- 1,,1" ,;' /' ":" i'" Yl' /' - ";:lZ~........n ....... I.t-f),., Ii ill ' . "" :1 ' . '." / '" " / ';' / " , .. , ''-' '. i ' ." '" ", I'. . ,.:', . r>:l II) '., ,.. r. i , I :' '."{~r '>"/'; ,/;' .;,-/ ',- / ,; '-. :>. : ' I I!; ;-"-'"'.:',..C...::r . ..'..:.. -1,1' /,-/Zr '-',/" / ,..,.' -< ;.--:. ", 'I': '''..'~ ",.-(';':: I ~ Ai';f' /: >..; '.., /:-, // )-.} _., .... _ -,-,-~l ~ I: f " . ;' , ", it' J /. /,'. ,'C) / .," / . en. 'II. ........ . ; ,; " ...... ,', , /, f / " ., __.. . .: ,f . " :; )? //-- :,,:,} ',,,/''-'' /~'. . ~ 00--.... . '. . : j ~ i--..,---,-~--_.. . " ..:". /,!,.f/ ". .",'./'. .... .rh''';/ 'r.'.....,;I' . , " / / /' / .'--", /,-- , , \, 00' =: 1 - I ; .,~ : . I I "'/: .. "., /.\ ----=- Eo< '., I " ... I l/',/ ~...,/ / ~: \..., 1 .I:;" /;/ I~'.''- ,~,:'C'~. . / <', / N ... "'.. . '" '. _ I (! ,,' .. ':~~.. .~;.__,. . ,/ ," '/'/' '" / / '" . .... " iZ '" .... , I ~ /' --.,., ": _::: ,/ // ',< /.' II li- ,; i" "----", . /' J - 'f " .... , / / ~ '- A' ~ .... . "/'" ,- . , -' ,- - / / K ./ oS :.ll. ~ N .r ' ,/ ... / .. t') .'. . . ,/, /., / '., ... J' 10 .-. ....-_..._;.,..- .: ... :'~. ,/,;::(';:;<~""<<,,,;/z// .. \ / ~ o.oN . ~naLS '\\~ i1~Vg ".~.. ..,-: n~. I ,,, \.............../:,"./ r .~- . \ .. ri-7- .. · ...... ...... ........... I \ ... .. ;,-)' - / '" ... .\ ...-...< . .\; ../.~:~ ...:.. 1...- .\'..,. / "''''. ,.,..... .. \-'. ,--.-. -- . . ..'_", ... I ~,:\// ';/ - I I. - \ .... "'i... .', /\ / '</ ... / . I. .. I.. _. ... , ./ ...... . / / /.. ....} .... ., ... , ,... .. '. .. '" / / .~.......... .. ....... ... ..>........ r. \ / /....././ ..................... ... ..' ... ...' ..:. ' / .. '. . .: ..'t I.. ...... . V',: ,.:.;:.'. . . ." . / \ / / . .... /. >" ....... . I .. ,'. .. .....i. . I //y// . ...:.. II...... . ~ ..It,.... ,',.. I . ,-~ 'WIll 'Ull . -.: .c. '.' . 'WIII1H.. .. --. ... .. ..': .. . I . .- ,~- -, --.,;. ~~~: ;.,,;:.; ; :~,'"j-~-.;.;~.:.. ;::':"" .: --:;. :";';:;;:,... ::.::::::,;',""'.:::' ::;.~;'::::;;:-::-;:; "..:~;- . ,---;:::-_d ,..:.:.._"'\,;,.=,~~-,-~...:;, ---..-., - :. : ~..- :-.. :......,,':";:. ;;::;:;~i:;;::-:~.:----.:::-::..- . . .. [ '.'" -":'. ':-.' ~ '~:-~ ,'~ --,"==::=":~-~:~ :'~'::~::' :-____.: .,::--._='. -- ','---_='--:- ,- -'!l"i.r ---:' aav A:!l1~6ij--:'::-~~--;:~-.~b~W~ .:"..:.. ,.:. ..:, :':::::;::==:=2:2==[1[~:=-=,~":. . . . . .. '.' --. .^-..".. -",,,,-"~,,'~=~'"":~"~'" :-.. .-...- "'.. ---,-,,- .-- ..=,"" .. '-, ~='~=""""'~"- ----- -.:~'''-~';~~::':~''';"''-'~.'^''~''----._''~''~-'".--:.,.":'^---'';.~~~"~:'72~^,,;;~_ ----- . .. . .... ..... ."i~>. l /.. .............~?~ ...... .. ... . .. .., ~ ; . ..~. 'f.;..'- :.- .; ,... . . ! ~ . . '.- . , , .' . .: . ..... ",'.' .. .,: ... ."-.' ,,_c.. ... I ...,'._-. ;c . . . .- . ... . . '. .'. .-._' I ... .... ........ ..,. ...... ... . . . .. .... ,..... .. .; .... ... ... .. I '.~l:f:tii ',:" . .~. .. ......<y..,~}i:.:;.i ,.. ' I . ..'" .:~;.-- - .. .. . . ,.. ,.....1 '~'f"(("- ...' .. >i~;~,~~~L '~f; " . "," .. :. . . . u ... ......... . ..'..">1, .... . .... .,'. .. ..; ..... . . '< .. ..... ... . ........ ..'. '.' ........... ..... ... . ..~.i;},.,; . .~,.. . ',. ~{ii'i ... , !,;;'i::i;;:'. .... " .'. .. . ....g..} "1' .:;F. ... . ~ ,C.~., . ..... '...... . .:/<' ... . . .. ' ;oJ.. .... .. . . .<:>' .. . ;,) ,~/;~;; .~, . · . '1i"i>'~' '?; · '.. '.' .... ... ., .. ...: '. . .. .. .. - . .., ... ..:..... ".. . - . ,..:.:. ,. ... . .......:.......... .... ................ ',.','J".. . .' ..-'..'. ....... ... . ......._...~> ..'...-......-.:..... . . .. .,.... . J?~I -.........' ....... ...'..'..:.>.....-',. .,'-: -.. . ... ... . '.. .. '.. . ...... ....... ... . .... ... ........; ...-~/. . . ... ... ..>'.. . . . ... . ..... .... ... . .... .1.. ..... ...,... ..;.. !.' ...... ..'. .... . - - -. ..J..~.'r:i.,;.L.:~.I.~....~'-:1f~.,....... .._. _......{);,I-[.......-;lf..,~.t.i~F;.~;d__.._ ' =._. . .._,! ,..: :,;',:; . ,.t;. .'.. II ..."".:T:<.'.J~.. . ....'"'., . .. ~;.. . . . ;' ;:';r',;l,i~,~f/ . , ,..; ;. ~ ~ . ,."j.,c " '" ,:',;': ) "~,, tn .... .... :;! ~ .....: . .~~~ . ~ > :>~ .. . .... .J} ~ ' (f) ~. ....:~_~ ~ .' ' .. ... .... . ~ ~?e ~ g~. . ....... . ~~ ..>: .. ". ............ ...:'>:;;;'..~~~ ('\J to . '" J, 0 ~ 'i:' ": ~.f,~ z ~ ;;. L ,i';:;~;~ ;~t'lV;, ':; . ..;! I:!~!<l' '" I-! "'('5 m::' o! z '~'r h~. );; ;;;i:ft;rir: ;;;:lfii:.2T' ,;" ;, lt~ in ~ . 8f- g ~ ~ <{ .'_ ~ ffi ~ ~, . '. ,... ... ......... ~., ..' . . .., .~ ~ ... ._ ~ I o ~wg ~ ' ~ '~~I ~j,i,. lr!f:~~ 1~ I" . 20 oWz l~r' IO ;:,;0;'>' z'ri ~ Oo:r:: I!:le:<c..w. '~ WC)C)W. ~ ..,... .';! :~~~f x ~ I- 0 tn IJ.. I- w 13 z z 13 .. . .... . iLL "os ~ w 8J~ g: ~ 0 <{ ...J, ~ ~ ~ ~ ..' . . . .: I !'~lti~ .., I- <c ~ :5: 0: X X 0: ~.po';: . f Ii ~ ";f::~ r " ,. <.~,' .' ; ,:~~~~/l! ~~. , u 5"~f4I;~;;;;~ /!,' if?;'; ;,,:' ;, '~'Jjtc;;< ~/ ' ;- : -ii. ~ ........ ..... . . .... .... .. ...... .... ...... .....' : 'i ........ .. . ..... .. .\"(i.;;:. I" . " . . '. / " ., I " ' . '.J . . :. .:'.., . !' ",., If / / / ' / / ..;'/..' "< Y. ",>,. j .,i:'-:,:~,>, /;,>/~:,(....i: . .' , r ' . , , 'f' . /., ,.'~' . .. ...' I I x ,.. ,,/ l - .! ~ " ./ ~ rr- ,. ~i~ "...."'... of, 'j':'!': <;_:;;_:_,., ..., ;.,><>:::^/ ...... ~. ~ ~,.~::</>/. "",.,;/:"'/"/~::.:>~,;:/,". : '( . i ' " / " .j; / " /.. .. / '. \ ,\ \ . .. ..... _.,~_' 't ' '. / '. , ',"'" '"'.~ / '\ "' .~ \>;~~;,;:~c",;, [ ',,' /,,/ / 1.., /. ;// '. / " / \ . ',\ ..:</.; ;;1., ',' " // '.. ,""Ji 0 '," I " ,\j,\./ tl:,~" ' .. '" /..' /1 .'. ~, ,,', '...., If /i'/ '- /. / \\\ ~r.':..;:.;...'i:~ .'.! "~,... /f ..,/ , :--.." I) "'/ /f:l :'\ ;/ '~...t~l ;!;-F!, "., .". '. ! I if " '. "", / / <i~i \ /" ,,' \ t \ ~ 1 '; i' . . ,"'. ", .,......., .~'.. ", / '" / i' / '1"", .. / " / \ /' '/J \ ~ j \ ... ..': C' ! '. .... " ,,' It' -' " .,) f \. '- ;'.., ,-" . \ -\., .... ) . .... . . .. ~""..,.,~, -~- /?' /"'-;: ,""'~, 1 .~~ I.l #"'''~ ..~~~~...).(... /. r;,_",...>.' I W. {i ;,.:,;y:..! ',__, ' ,^'. / " .. d " ' ", / Yd,'-" t~l~fi I ') It ',.e/ . . . ./ - // 17/-"'<\ ',,\\/."--' . .I 'I j ... . J. ... . . . // 1/. , ':,;? .' ,e!;!'/ \~~ /.: I " II-IH · ";1,.. .... . I I /.. .'? I . . '.-, / I' ,,',' , ,\\ /......,. , ~ (~j I;, J' .,' .. . . ,. /f, ...." ~ ,/... '''\: \!; t ~ !, ~-..._~.,""~_.."......~o"') '::'...-:.'::, ;' , ., n, , " .' '\Y "i' ~~'?j ,Uu u ,-- " ('" :;t~;~,; .. I . " " '-',' 1/ / /' ! f ;k L ,.<.i....:. . . 1 . I " ;' .,' " ,'.' .. , .. ;'?:';' , .,t:~~' '5h' '.. / - /. '" .", , '/ ,'. I' . { r" - ';. .. I ~/ .~(I ~.... v' .;.1 ~} " ." r..' /-": ;-:-',' ~~ ~ j i :'(~L'; " I / J If' / -' /'"" / I ,.. , . -t-.." I. ,. ',/ ?" ,., ,I', I I, d, j:c:~:;:'-~l ;> 1 ".' '.', '-. / /. . I . .. .. 1 j .11' ..' I, " 1'./ "/ '"'' ' .,... , " g 1:,\:' ....... ... . , . \ :_' "/ pi /:#,/ ", """; / \ .;?',-):i->, >:;./::-":'_,,'::: j ~ ,~>H: f '~:-'-=/f _; / ' -"f j/...'';''., >,J /., ..,.,:~... 'J! Li1..:._ . : i /." ,T I.,".J' " / .. co r+ ,., I .: , , ,,' d". I,' '~', '~~'.. I' '1r~~~ .-" ' ,,1f './..~^ '" /,+ / .<C,: ;! 'it ~ ,:'",:._ :/' j, -, ',... I -- ..--..,...,-,.. --. I,. ....;;..'.., .' .'c / ,.,.,... '.., /. C> . .' r : I, ." , ...... ..<:;! . " ./ / /;:+~.. '." ,/-." . . - ... 1'0 . i' """ ..:."....., i . "~ ' ,"'.".,. /.'l ,;;;~/""'"':'.~-'-' ::~~ ): ~5f~' .~(._'-;;' " "::.': II) ",' :'.;:'::. .;- < LJ~"..-A I'. : ".:"'.':. -' ~',: f '. '" "./;r c."' '., /. .'v ., . on.:"': i. I l I~ ,..__......~~..,.:..:.......:,.,__ i. . ... "".4 ' , !.. .,' "., f {' /;.,./ "", ,/ / . 1:__,:,,:::,:/',;0<: :1 j f' ;' -<-,)'-~. . i ' . / ~ . I.r / , "'" , ~.' . ,:. I ~' . ::-/'. ' ~ / ~ .", .'. '/. '" . I ..... ,..., __ _'" _". ,. . .,:..., .. ff '..' ,.. .. . .. / '" ' ,. ,',.. r. 4' ;>''1 t ~.t '.. '-""1 / ,'~- . } ,,' . : " / c' /l./,':' .. / .' '.' .. , . . ! ;, i .. .; .' , 'J -' /..' , .</: / ... .. . n,.' ,"""'. .,__.......__ ..; ., :1 / .', '/. " . I. . " :. . ,/ ,> /', " ' ,/. \' / . . .. I. '. ) ..! .. .; . ". ... /,r./I'/ . / i . . . 00 I r IX.I. .' Y.' ,: . //.. ...;'/ .'. /' '; '.'. .. :J /.J' :/". "... . I. .. .,. ..; , I":~ ./ .'. / / .; .. .. ,..... . . I .. , h .. , .; . . ". /." ..f;' 'C. ,.... / N .... . '" .'., ..... . . ,,/,/ ,iI"',," /' /. ,... . 'l. . - ( I:~ ....., . . ,;::,~~) ~ ';/ / /. · ~ ' N ,<.//<:"/ .-"'/ / . n n -2.. '. .j..,. '..: .; , ~ /'/ ","'x .' ./..... /.'V I . I *..' '.. J /'/~/ '- " /. ,~ ~;:t{C'" ," ., , , / l~r~~lij 'LL~/~<::~ ."'" / .. / ~ ~ . . ...' I ,',' .. .'.. /.1 ... .... . . / .... 'r'" \ .' . \. ... '... . .. ...1... ..... . ~' , ; .,. . " ../ / .... . / '" .' ~~.-- . ,. ,''',n',,_ . .' I . ... . . " \ / /,' '; - ' 'f~~;:jd~pr/;:, / , /. /' ,I I'~ = ' ,,', . ,. '., /' /.....,'.. . .. . , - .. ,.,' . . / /' '. , 0"1:.' "[f7iM $ .", '.: \ / / I' , ' I: r'f. i ,;:' "', " ' v/.. 0... . i,: . "1;' ... / , .. ... ,.... ......... ....... ... / \,. .. .. I', . I . . I / ' / . "" , " ,,' " ", ~;--", ,. '/.' I L~?':' .. "/' ....... . 'W1JI1H. ,. ....-.. 'WlJIU8.;.,.......,.......:.;.....: .. I ,...... / ....,.'. ... '. . .. . . ... ... . .:. . . ....-...; '...: .. ...... ... .., . . . .. .. ... '.. .... ..=.' ... . . ::.. . '. . '. . . . .. ... .... .., ....... ....... . . . , . '. .~\:{<;,~ :::,j,'. . "'; ;::": '~:~;:: ,,111$;.' ;, I ;, " ,;~,:;, : ; :. ";fir' I I .. ..' .' I: '. . '.. . r. .' .. .., .. . . .,' .. . . . . ,.. . " . ......>. '.. . . ... ......... .......... ............ .... .. ........<:. . .' . . .. ........ . .. . ... . . '. . .........;.....;. .. . ...:........... ,< ... :.. .... .' . ... .'. ,,;/'::f~%" .'?' ".. '.'/ , ' ',' . ..;.. < .' . ... ... .' .. .... . . .':'. .'. . , ....... ....... ..' .'; . .... . ........ .... . . . . ., .. . . .. .'. . . .... ... .. ... . . . .... . .... .:. ...... . ... .. .. :... . . ..' '> . . . ..,.... d~'~1~J~:',' ' . "';:', ".}:{~~;'i1, ~' .' . , ..: ' .. .. . . . ... . . ... . .. :.. ,. '. ..... : '.. . .,:)>~.; .... .. , '. . .. .. . . .. . ..... .... .. ".:.... ; .. . . '.'.'.;;/; .......... .... .... ..... ..... . . .. .... ........,.:. . . ..(;',,". ..'.. . ... ...... ..... .. ........ :'~ jf <:- .. . .. .. . ..,... c;; .. .. ~.. .. ... '.. . - - - .,"..'....d.S-..;' ,i'e.) .. - . - - -<.... - _;rn';I"';.__ ., .. .......... .....y ,,' ~..:.. (fJ Z 0 ~Z ~o 0- ul- 0 ZO 0<( I- 0:: I WI- I--.;j- (fJ W I U ",~ ., 1/ ,.' + - - (/) z 0 ::2:z ::2:0 0- ul- 0 Zo 0<( I- 0:::: I WI- I-.q- (/) W I U - REVISED FEASIBILITY REPORT for Cambridge Estates Phase One/South Area City Project No. 98-09 Utility and Street Improvements CITY OF ANDOVER Mayor: Jack McKelvey Council Members: Julie Johnson Mike Knight Don Jacobson Ken Orttel Clerk: Vicki Volk January 1999 \llfFRA ~ ' McCombs Frank RODS Associates. Inc. - -----. --- -. ._~ -. -" -. --~ ---.," ~ ..,-. '>0 "'I [ . n Engineering . Planning . Surveying lj n J U ~I~~~ n u ~ McCombs Frank Roos Associates. Inc. n U January 12, 1999 n u Honorable Mayor and City Council .., City of Andover Ll c/o Mr. Scott Erickson, P.E., City Engineer 1685 Crosstown Boulevard Northwest r-, Andover, Minnesota 55304 u SUBJECT: City of Andover ,.., Cambridge Estates Phase One/South Area, City Project No. 98-09 u . Utility and Street Improvements MFRA #11900 ...., u Dear Mayor and Council Members: .., Enclosed is the revised feasibility report for the utility and street improvements in Cambridge Estates U Phase One/South Area. This report was ordered by the City Council on January 5, 1999. There have ,..., been some changes to the plan making it necessary to revise our original May 14, 1998 report. In addition, the city sewer and water charges have been updated for the year 1999. u ,., The estimated cost for this project as detailed in the report is $618,800.00. The project is feasible from a technical and engineering standpoint. u ..., We appreciate the opportunity to serve you on this project and are available to meet with the City u Council, staff, and other interested parties to review any aspect of this report. ,., Very truly yours, u McCOMBS FRANK ROOS ASSOCIATES, INC. n ~J/t ~ ' u r~ (,f'..i.( n R. Jeff Elliott, P.E. u RJE:aam n Enclosures u e:\main:\11900\feasibilityl-99 ,..., 15050 23rd Avenue North . Plymouth, Minnesota . 55447 U phone 612/476-6010 . fax 612/476-8532 n e-mail: mfra@mfra,com U r-, u .., u ...., u .., u REVISED fEASIBILITY REPORT ...., u FOR .., u CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA .., CITY PROJECT NO. 98-09 u ....., U ....., UTILITY AND STREET IMPROVEMENTS u CITY OF ANDOVER, MINNESOTA .., u .., L.J .., PREPARED BY: L.J McCombs frank Roos Associates, Inc. ....., 15050-23rd Avenue North u Plymouth, Minnesota 55447 (612) 476-6010 ..., L.J January 1999 .., u ...., u I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. ...., L.J o 1/12/99..........'R..J~::jf{P:~..........................................................................Minn. Reg. No. 19174 ..., u ...., L1 ...., u ..., u TABLE OF CONTENTS .., u TABLE OF CONTENTS ....... '.... ...................... .............. ..... ............. ........ ................................................................... 1 ,..., INTRODUCTION ...... ................... ................................... ........ ......... ..... ...................................................................... 1 u LOCATION (NORTHWEST 1/4 OF SECTION 23, T32N, R24W) .......................................................................... 2 ...., IMPROVEMENTS .......... ........................ ...... ... ..... ...... .... ............ .... ..... ....................................................................... 3 u 1. SANITARY SEWER 3 2. WATERMAIN 4 .., 3. STORM SEWER 5 U 4. STREETS, BIKEWAY/WALKWAYSfrRAILS AND RESTORATION 6 INITIATION (PETITION/ANDOVER CITY COUNCIL ACTION) ............................................................................... 7 .., L.J FEASIBILITY (THE PROJECT IS FEASiBLE).......................................................................................................... 7 ..., RIGHT-OF-WAY/EASEMENTS (TO BE PLATTED AND DEDICATED OUTSIDE OF PLAT, AS NECESSARY)... 7 L.J PERMITS (ANOKA COUNTY, MPCA, MCES, DEPARTMENT OF HEALTH, DNR, CORPS OF ENGINEERS, ..., COON CREEK WATERSHED DiSTRiCT).............................................................................................7 u COMPLETION (JULY 30, 1999) ............................................................................................................................... 8 ..., ESTIMATED PROJECT COST ($618,800.00) .........................................................................................................9 L.J ESTIMATED ASSESSABLE COST (UNIT BASIS) ................................................................................................11 ..., u RATE CALCULATION ......... ...................... .................. ......... ....... ......... .................................................................. 12 ..., ESTIMATED COST PER LOT ($14,396.66),...........................................................................................................13 u PROPOSED PROJECT SCHEDULE (1999 CONSTRUCTION SEASON )............................................................14 ..., u PRELIMINARY COST ESTIMATE (SANITARY SEWER, WATERMAIN. STORM SEWER. AND STREET RESTORATION) 15 ...., u ..., L.J .., L.J ...., LJ .., U ...., LJ .., u ...., u CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 .., UTILITY AND STREET IMPROVEMENTS u ..., INTRODUCTION L.J .., The purpose of this feasibility report is to present the City of Andover with a preliminary u examination of municipal improvements for Cambridge Estates Phase One/South Area. The ..., report discusses the proposed scope of utility and street improvements, preliminary cost LJ estimates, assessment rates, and a project schedule. The report was initiated by the Andover City ..., Council on May 5, 1998 and has been prepared in compliance with Minnesota State Statues 429 L.J for projects resulting in special assessments. The costs provided in this report are based on the ...., current Engineering News Record Construction Cost Index of5,990.77. L.I ..., This feasibility report supplements the original feasibility report dated May 14, 1998. There were LJ changes to the plans, and adjustments to the City sewer and water charges for the year 1999, ...., making it necessary to revise this feasibility report. u ...., This feasibility report is proposed with the understanding that permanent and temporary utility u easements will be provided to the City of Andover in order to extend and serve adjacent plats ...., with utilities. The dates shown on the Proposed Project Schedule on page 14 are contingent on u the acquisition of these mentioned utility easements. n u ...., u .., L.J ...., L.J ...., U ..., U ...., U .., u CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 " UTILITY AND STREET IMPROVEMENTS u Page 2 .., u LOCATION .., u The proposed project covers utility and street improvements in the proposed Cambridge Estates Phase .., One/South Area development located in the northwest 1/4 of Section 23, T32N, R24W, in the City of u Andover, Minnesota. Cambridge Estates Phase One/South Area Plat is bordered by Hanson Boulevard .., NW on the west; Chesterton Commons Second Addition on the south and east; and Cambridge Estates u Phase Two/North Area on the north which is located north of County Ditch No. 37. .., LJ A preliminary plat containing 77 single family lots has been approved with contingencies for Cambridge .., Estates. The 77 lots located within Cambridge Estates have been divided into two phases. Phase u One/South Area, which is the southern phase, contains 54 lots. The second phase, which contains 23 lots .., is proposed for future construction and is not discussed as part of this report. Eight lots located within LJ Cambridge Estates Phase One/South Area are served by and are included as part of the Chesterton .., Commons Second Addition project. Therefore, the total number oflots served by Cambridge Estates u Phase One/South Area is 46 lots. .., u " u .., LJ .., L..J .., U .., ...j .., LJ ~ LJ .., L..J ..., LJ CAMBRIDGE EST A TES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 ..., UTILITY AND STREET IMPROVEMENTS .-.J Page 3 ..., '-.' IMPROVEMENTS " u 1. Sanitary Sewer " u The proposed sanitary sewer collection system for this project will be provided by ..., connecting to the proposed 8-inch diameter PVC sanitary sewer to be located at the LJ property line between Cambridge Estates and Chesterton Commons on Eagle Street NW. ..., u It is then proposed to extend 8-inch diameter PVC lateral sanitary sewer within the ..., remainder of the platted road right-of-ways as shown on the sanitary sewer exhibit. . ) (Refer to Exhibit 1.) , LJ All residential lots will be served by 4 inch diameter PVC services, with a 4 inch ....., diameter PVC vertical clean-out located at the right-of-way line. LJ ..., LJ -, l J ~. U .--, U ..., U ..., U r~ LJ ..., U .., U " LJ CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 " UTILITY AND STREET IMPROVEMENTS u Page 4 ,.., LJ The sanitary sewer addressed under this project is proposed to be paid as follows: " LJ A. Eight lots within the proposed Cambridge Estates development abut and will be served by Chesterton Commons Second Addition. Cambridge Estates will pay for " LJ their sanitary sewer within Chesterton Commons Second Addition. " LJ B. The cost of the 8-inch and smaller sanitary sewer shall be paid by Cambridge Estates. " u 2. Watermain ....., LJ Water service will be primarily extended from a proposed 12-inch diameter DIP trunk " watermain to be stubbed at the Cambridge Estates and Chesterton Commons boundary, w on Eagle Street NW. The 12-inch diameter DIP trunk watermain will be extended about ....., 520 feet north and 470 feet west along the right-of-way to the west side of Hanson LJ Boulevard NW where it will be stubbed for future connection. This extension will require " "jacking" ofwatermain under Hanson Boulevard NW. LJ ..., It is proposed to extend 8-inch diameter DIP watermain within the remainder of the LJ platted streets as shown on the watermain exhibit (refer to Exhibit 2). All watermain on ....., the project will be equipped with the necessary valves and hydrants necessary for proper LJ operation and fire protection. The watermain will be looped to Chesterton Commons at " 155th Avenue NW and Crane Street NW. LJ ....., All lots will be served by one inch copper services, with curb stops located at the right- u of-way line. ....., LJ The watermain addressed under this project is proposed to be paid as follows: " l.J A. Eight lots within the proposed Cambridge Estates development abut and will be ..., LJ served by Chesterton Commons Second Addition. Cambridge Estates will pay for ....., LJ ~ '--.J CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 ~ UTILITY AND STREET IMPROVEMENTS Page 5 , J ", their watermain and services within Chesterton Commons Second Addition. u ~ u B. The City will pay for pipe oversizing (watermain greater than 8-inch diameter) for the watermain located within the Cambridge Estates development. In addition, the .-, u City and/or others will pay for the watermain extension from the property line to the west right-of-way at Hanson Boulevard NW. The cost of the 8-inch and .-, u smaller watermain shall be paid by Cambridge Estates. .-, 3. Storm Sewer u .. Surface water within this plat will be controlled with storm sewers and on-site ponding. ,-J All storm sewer sizing and catch basin spacing is based on a 1 O-year design storm ..., frequency. Ponding is based on a 100-year design storm frequency. Emergency overflow u will be provided at all low points within the streets to provide overflow protection of .-, homes for runoff events with greater flows than those used for the design of the storm LJ sewer collection system. ~ LJ It is proposed to construct catch basins at all low points within the streets throughout the n plat and direct most of the runoff to sedimentation ponds prior to discharging into County LJ Ditch No. 37. The proposed system is shown on the storm sewer exhibit (refer to Exhibit ...., 3). u ..., All construction adjacent to wetlands will be approved or reviewed by the Corps of LJ Engineers, the Department of Natural Resources and/or the Coon Creek Watershed .-, District. All permits related to total site grading are the responsibility of the developer. u ..., LJ ...., U ~ LJ ...., U " LJ CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 ...., UTILITY AND STREET IMPROVEMENTS LJ Page 6 ...., ...j 4. Streets, Bikeway/Walkways/Trails and Restoration ...., LJ Public streets are proposed to be constructed (refer to Exhibit 4) to Andover City .-, Standards which require a 32-foot width (face to face of curb) with concrete curb and LJ gutter. Bikeways/walkways/trails are proposed to have a lO-foot width (City standards). .-, The streets and bikeways/walkways/trails will be constructed with 2-1/2 inches of L) bituminous wearing course and 4 inches of Class 5 gravel base over an acceptable .. compacted subgrade. It is assumed that all street areas will be graded by the developer to u within 0.2 feet of the designed subgrade elevation prior to utility and street construction. ....., LJ The road shall have a 6-inch crown with 0.5% minimum grade and 7% maximum grade. " Grades within 30 feet of street intersections shall not exceed 3%. Boulevards are LJ proposed to have a positive 2% grade from the back of curb to a distance of 8 feet behind ., the back of curb. Beyond 8 feet behind the back of curb, the maximum boulevard slope --J shall be 4: 1. ,., u The bikeways/walkways/trails addressed under this project is proposed to be paid as .-, follows: u " A. The City will pay for 50% of the portion of bikeways/walkways /trails to be L.J located between Hanson Boulevard NW and the Cambridge Estates development. ., u .-, LJ ,...., U " LJ ...., U ., U 'I LJ CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 'I UTILITY AND STREET IMPROVEMENTS Page 7 u " ...J INITIATION 'I L1 The project was initiated by the petition of Cambridge Capitol, Inc. the owner and developer of 'I Cambridge Estates; and Andover City Council action. LJ ..., LJ FEASIBILITY " LJ The project is feasible from a technical standpoint and meets all local, regional and state .., standards for municipal improvements. LJ 'I RIGHT -OF-WAY/EASEMENTS u 'I All right-of-way and easements are proposed to be dedicated as part of the platting process. '-.J Additional utility and drainage easements will be required based upon final design, including 'I areas located outside of and adjacent to this plat. LJ ..., LJ PERMITS 'I LJ Permits will be required from the Anoka County Highway Department for work within County ..., Highway right-of-way, the Minnesota Pollution Control Agency (MPCA) and the Metropolitan u Council Environmental Services (MCES) for sanitary sewer extensions; from the Minnesota " Department of Health for watermain extensions; and from the Coon Creek Watershed District, u Department of Natural Resources and/or Corps of Engineers for drainage improvements and ,.., work within watershed control of wetland protection areas. u 'I U ..., U " U ...., u CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 ...., UTILITY AND STREET IMPROVEMENTS ~ Page 8 ...., ..J COMPLETION ..., u This project is proposed to be completed during the 1999 construction season. ..., u ..., Ll ..., U ..., U ..., LJ ..., U ..., U ..., U ..., L.J ..., U ..., u ..., u ...., u .., L.J " U .., L..J CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 ..., UTILITY AND STREET IMPROVEMENTS Ll Page 9 ..., w ESTIMATED PROJECT COST .., L.J Included in this report is a detailed estimate of construction costs for the street and utility ..., improvements. The costs quoted herein are estimates only and are not guaranteed prices. Final l J contracts will be awarded on a unit price basis. The contractor will be paid only for work ..., completed. The cost estimates are based on 1999 current construction costs. Costs associated L.J with future phases of this development will need to be adjusted for inflation and future City trunk ..., rates. No costs are included for easement or right-of-way acquisition. u ,..., The estimated costs for Cambridge Estates, Phase One/South Area, City Project No. 98-09 are as L.J follows: .. L..J Construction Costs Phase One/South Area ..., Total u Sanitary Sewer $1l9,000.00 Watermain $120,000.00 .. Storm Sewer $ 99,000.00 u Streets and Restoration (Bikeways/walkways/trails) $138.000.00 TOTAL ESTIMATED CONSTRUCTION COST $476,000.00 ..., L..J Overhead Costs ..., Engineering $ 70,009.00 LJ Aerial Mapping (1 % of street) $ 1,380.00 Drainage Plan (0.3% of street/storm) $ 711.00 ..., Administration (3%) $ 14,280.00 L.J Assessing (1 %) $ 4,760.00 Bonding (0.5%) $ 2,380.00 ..., City Expenses - Public Works/Engineering $ 20,000.00 u Testing $ 5,000.00 Construction Interest $ 14,280.00 ,.., Signs $ 5,000.00 L.J Other $ 5,000.00 TOTAL PROJECT COST $618,800.00 ..., LJ ., ~ ..., u .. u CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 .. UTILITY AND STREET IMPROVEMENTS U Page 10 '1 .J Total ..., City Share Sanitary Sewer $ 0.00 u Watermain $ 29,000.00 ..., Storm Sewer $ 0.00 u Streets and Restoration (Bikeways/walkways/trails) $ 7.000.00 TOTAL ESTIMATED CITY SHARE $ 36,000.00 ..., u Overhead Costs (30%) $ 10.800.00 ..., CITY SHARE TOTAL $46,800.00 u ...., Total ~ Chesterton Commons Share '""' Storm Sewer $ 24,000.00 L.J Overhead Costs (30%) $ 7.200.00 .. ;J CHESTERTON COMMONS TOTAL $ 31,200.00 " u .., U "'\ LJ '"'" U ..., L.J ,.., ~J ..., L..J ..., U " L.J n U CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 n UTILITY AND STREET IMPROVEMENTS u Page II -" LJ ESTIMATED ASSESSABLE COST n hi The assessments are proposed to be based on a per unit cost for all lateral and trunk benefits. The ~ assessments include the estimated project costs for sanitary sewer, watennain, storm sewer and w street construction, plus the following connection and area charges for trunk sanitary sewer and ~ watermain. The trunk charges proposed to be assessed under this project are based on 1999 rates '. } established by the City of Andover. Depending on the actual trunk locations determined by the ~ City, these reported costs may need to be adjusted or modified. u ...., Trunk Sanitary Sewer Connection Charge $306.00/unit LJ $1,325.00/unit Trunk Watermain Connection Charge .", Trunk Sanitary Sewer Area Charge $1,126.00/acre IJ Trunk Watermain Area Charge $1,195.00/acre ,...., LJ " U ~ 0 ...., u ...., u n u " U '"'"' U ...., U n ~ n LJ CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 .. UTILITY AND STREET IMPROVEMENTS LJ Page 12 ,., LJ RATE CALCULATION .-, u 1. Sanitary Sewer Lateral Rate ,.., Lateral Benefit = ($119,000.00) x 1.3 $ 154,700.00 ...J Lateral Sanitary Sewer Rate = $154,700.00/46 lots $ 3,363.04/unit ..., 2. Watermain Lateral Rate '- } Lateral Benefit = ($120,000.00 - 29,000.00) x 1.3 $ 118,300.00 ...., Lateral Watermain Rate = $118,300.00/46 lots $ 2,571.74/unit u 3. Storm Sewer Rate ,.., Benefit = ($99,000.00 - 24,000.00) x 1.3 $ 97,500.00 u Storm Sewer Rate = $97,500.00/46 lots $ 2,119.57/unit ..., 4. Street and Restoration Rate u Benefit = ($138,000.00 -7,000.00) x 1.3 $ 170,300.00 ..., Street & Restoration Rate = $170,300.00/46 lots $ 3,702.17/unit u 5. Trunk Sanitary Sewer Area Rate .. Lateral Trunk Sanitary Sewer Area Rate = LJ $1,126.00/acre x 20 acres/4610ts = $ 489.57/unit ..., 6. Trunk Watermain Area Rate u Lateral Trunk Watermain Area Rate = ..., $1,195.00/acre x 20 acres/46 lots = $ 519.57/unit u ..., u ..., u ,.., U -- U .., U "\ U n U CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 ..... UTILITY AND STREET IMPROVEMENTS U Page I3 n u ESTIMATED COST PER LOT ..., u 1. Sanitary Sewer Lateral $ 3,363.04 n 2. Watennain Lateral $ 2,571.74 LJ 3. Stonn Sewer $ 2,119.57 .., 4. Street and Restoration $ 3.702.17 u Subtotal - Lateral Charges per Lot $11,756.52 .., Sanitary Trunk Connection Charge $ 306.00 u Watennain Trunk Connection Charge $ 1.325.00 ,..., Subtotal - Connection Charges per Lot $ 1,631.00 -....J 5. Trunk Sanitary Sewer Area Rate $ 489.57 .., 6. Trunk Watennain Area Rate $ 519.57 u $ 1,009.14 Subtotal - Area Rate Charges per Lot ,..., Estimated Total of Trunk Area Lateral u Assessments $14,396.66 ..., u ..., L.J -. U ..., U .., u ..., lJ ....., u ...., u ..... u ,..., u CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 ..... UTILITY AND STREET IMPROVEMENTS Page 14 U .., u PRELIMINARY PROJECT SCHEDULE ..., -....J UTILITY AND STREET IMPROVEMENTS CITY PROJECT NO. 98-09 n CITY OF ANDOVER u n 1. City Council Receives Revised Feasibility Report January 19, 1999 u 2. City Council Waives Public Hearing January 19, 1999 ...., 3. City Council Orders Project and Authorizes Engineer to Prepare w Plans and Specifications January 19, 1999 ,..., 4. Engineer Submits Plans for City Council Approval and Receives -....J Authorization to Advertise for Bids February 16, 1999 ....., 5. Advertise in City Official Newspaper and Construction Bulletin February 19, 26 and LJ March 5,1999 ,..., 6. Open Bids March 16, 1999 ~ 7. City Council Receives Bids and Awards Contract April 6, 1999 .., 8. Contractor Begins Construction April 19, 1999 u 9. Contractor Completes Construction July 30, 1999 ..., u NOTE: Project schedule is based on receiving necessary right-of-way, easements and favorable , approval of trunk water and sewer extensions. u ~ u ...., u .., U ....., u " LJ ..... U ,..., u CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 ., UTILITY AND STREET IMPROVEMENTS Page 15 U .., U ~. PRELIMINARY COST ESTIMATE u UTILITY AND STREET IMPROVEMENTS .., CITY PROJECT NO. 98-09 u CITY OF ANDOVER ..., SANITARY SEWER u ITEM UNIT ~ NO. DESCRIPTION QUANTITY PRICE AMOUNT LJ 1. Mobilization 1 LS 10,000.00 $ 10,000.00 2. 8" PVC SDR 35 SS 10'-12' 741 LF 17.00 $ 12,597.00 ., 3. 8" PVC SDR 35 SS 12'-14' 970 LF 19.00 $ 18,430.00 u 4. 8" PVC SDR 26 SS 14'-16' 237 LF 21.00 $ 4,977.00 ...., 5. 8" PVC SDR 26 SS 16'-18' 670 LF 23.00 $ 15,410.00 6. Standard 4' Diameter Manhole 0-10' 15 EA 1,350.00 $ 20,250.00 w 7. Extra Depth Manhole 61FT 80.00 $ 4,880.00 .., 8. 8" x 4" SDR 26 Wye 46EA 50.00 $ 2,300.00 -....J 9. 4" Vertical Cleanout 46EA 40.00 $ 1,840.00 10. 4" PVC SDR 26 Service Pipe < 14' 909 LF 8.00 $ 7,272.00 " 11. 4" PVC SDR 26 Service Pipe> 14' 627 LF 11.00 $ 6,897.00 u 12. Granular Foundation Material 600 TN 10.00 $ 6,000.00 13. Televise Sanitary Sewer Lines 2,618 LF 0.50 $ 1,309.00 n 14. Clear and Grub 1 LS 1,000.00 $ 1,000.00 ....J . ... Estimated Construction Cost - Sanitary Sewer .... '. ... $113,162.00 ..' ... .... ... . Contingencies (:t5%) .. .. .' . . ... '. ....... $ 5,838.00 . .... . .., Total Estimated Construction Cost - Sanitary Sewer ". .' . . I $119,000.00 ..... ..... . u ~ u ,~ u ...., L1 .., U ..., u ..... U ...., u CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 ...., UTILITY AND STREET IMPROVEMENTS u Page 16 "'" u PRELIMINARY COST ESTIMATE ..... u UTILITY AND STREET IMPROVEMENTS CITY PROJECT NO. 98-09 ..., CITY OF ANDOVER u WATERMAIN ..., u ITEM UNIT NO. DESCRIPTION QUANTITY PRICE AMOUNT ...., 1. 6" DIP Class 50 Watennain 150 LF 14.00 $ 2,100.00 u 2. 8" DIP Class 50 Watennain 2,300 LF 15.00 $ 34,500.00 3. 12" DIP Class 50 Watennain 990 LF 20.00 $ 19,800.00 ..., 4. 6" MJ Resilient Seat Gate Valve 7EA 400.00 $ 2,800.00 u 5. 8" MJ Resilient Seat Gate Valve SEA 550.00 $ 2,750.00 ,..., 6. 12" Butterfly Valve 2EA 950.00 $ 1,900.00 7. 6" MJ Hub Hydrant (9'-0") 7EA 1,350.00 $ 9,450.00 w 8. MJ DIP Fittings 5,360 LB 1.50 $ 8,040.00 ...., 9. 1" Type K Copper Tap Service Pipe 1,494 LF 8.00 $ 11,952.00 u 10. Water Service Groups 46EA 100.00 $ 4,600.00 11. Jacking with 20" Steel Casing for 12" DIP 105 LF 155.00 $ 16,275.00 ., .... Estimated Construction Cost - Watermain . ". ........ $114,167.00.. .... . . . .. .... LJ Contingencies (:t5%) .' .. .' .' .. . .... ..... $ 5,833.00 . . . . . Total Estimated Construction Cost -Watermain ........ .. $120,000.00 . .. ..., ....J CITY SHARE FOR PIPE OVERSIZING AND EXTENSION: ...., A. 12" DIP 150 LF 20.00 $ 3,000.00 u B. 12" DIP in lieu of 8" DIP Watennain Pipe 840 LF 5.00 $ 4,200.00 ..., C. 12" Valve in lieu of 8" Valve 2EA 400.00 $ 800.00 D. 12" DIP Fittings in lieu of 8" DIP Fittings 980 LB 1.50 $ 1,470.00 u E. Jacking with 20" Steel Casing 105 LF 155.00 $ 16,275.00 ...., F. 6" MJ Resilient Seat Gate Valve lEA 400.00 $ 400.00 LJ G. 6" MF Hub Hydrant 1 EA 1,350.00 $ 1.350.00 CITY SHARE - Watennain $ 27,495.00 ..., CONTINGENCIES (+5%) $ 1.505.00 u TOTAL CITY SHARE COST - Watennain $ 29,000.00 ..., u ..., u ...., u ...., LJ CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 .. UTILITY AND STREET IMPROVEMENTS U Page 17 ro u PRELIMINARY COST ESTIMATE ,..., u UTILITY AND STREET IMPROVEMENTS CITY PROJECT NO. 98-09 ~ CITY OF ANDOVER ~ STORM SEWER ,..., u ITEM UNIT NO. DESCRIPTION QUANTITY PRICE AMOUNT ,..., 1. 18" CSP Stonn Sewer 85 LF 25.00 $ 2,125.00 L.J 2. IS" RCP Class 5 Stonn Sewer 703 LF 20.00 $ 14,060.00 ,..., 3. 18" RCP Class 5 Stonn Sewer 224 LF 25.00 $ 5,600.00 4. 36" RCP Class 5 Stonn Sewer 787 LF 55.00 $ 43,285.00 u 5. 15" RC Flared End Section w/TG 3EA 600.00 $ 1,800.00 ,..., 6. 36" RC Flared End Section w/TG 1 EA 1,600.00 $ 1,600.00 u 7. 18" CS 6:1 Safety Apron and Grate 2EA 500.00 $ 1,000.00 8. 4' Diameter, Cone Type Catch Basin 5EA 1,000.00 $ 5,000.00 ..., 9. 4' Diameter, Catch Basin Manhole 3EA 1,100.00 $ 3,300.00 u 10. 6' Diameter, Catch Basin Manhole 2EA 1,900.00 $ 3,800.00 11. 4' Diameter, Stonn Sewer Manhole 1 EA 1,200.00 $ 1,200.00 ..., 12. 4.5' Diameter, Stonn Sewer Manhole 3EA 1,500.00 $ 4,500.00 u 13. 6' Diameter, Stonn Sewer Manhole 2EA 2,000.00 $ 4,000.00 14. Erosion Control at Catch Basin 10EA 50.00 $ 500.00 ..., 15. Silt Fence 300 LF 2.00 $ 600.00 '. j 16. Hand Placed Rip Rap 38CY 50.00 $ 1.900.00 ...., . Estimated Construction Cost- Storm Sewer .... .... . ' '-- . $ .94,270.00. Contingencies (:t5%) .., .... .. . ....... ... .... ....... ". . $4,730.00 . .... ...... . ..... .... u Total Estimated Construction Cost - Storm Sewer . . .... .... .'. "$99,000.00 . ~ u ...., u -, U ...., LJ ...., -....J ...., U ...., LJ CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 ., UTILITY AND STREET IMPROVEMENTS u Page 18 n LJ CHESTERTON COMMONS SHARE OF OVERSIZING: ,..., u Stonn Sewer, based on unit prices. ...., A. 36" vs 15" RCP Class 5 Stonn Sewer 415 LF 35.00 $ 14,525.00 u B. 36" vs 18" RCP Class 5 Storm Sewer 180 LF 30.00 $ 5,400.00 C. 6' Structures vs 4' Structures 3EA 800.00 $ 2,400.00 n D. 4.5' Structures vs 4' Structures 2EA 300.00 $ 600.00 u CHESTERTON COMMONS SHARE $ 22,925.00 CONTINGENCIES (+5%) $ 1.075.00 ..., TOTAL CHESTERTON COMMONS COST - STORM SEWER $ 24,000.00 u n U ,..., U ,..., LJ ..., U ...., LJ n LJ -, LJ ..., LJ .., LJ ..., L1 ..., U ..., U ...., LJ CAMBRIDGE ESTATES PHASE ONE/SOUTH AREA CITY PROJECT NO. 98-09 ..., UTILITY AND STREET IMPROVEMENTS Page 19 u .., LJ PRELIMINARY COST ESTIMATE .., LJ UTILITY AND STREET IMPROVEMENTS CITY PROJECT NO. 98-09 ..., CITY OF ANDOVER u STREET, BIKEWAYIWALKWAYffRAILS, AND RESTORATION ,-, CONSTRUCTION u ITEM UNIT ..., NO. DESCRIPTION QUANTITY PRICE AMOUNT LJ 1. Common Excavation 465 CY 4.00 $ 1,860.00 2. Common Embankment 240 CY 10.00 $ 2,400.00 ~ 3. Sunnountable Curb and Gutter 5,500 LF 6.00 $ 33,000.00 LJ 4. B618 Curb and Gutter 400 LF 8.00 $ 3,200.00 5. Class 5 Aggregate Base 2,700 TN 7.00 $ 18,900.00 ., 6. Bituminous Mix 2331 Type 41 1,700 TN 29.00 $ 49,300.00 LJ 7. Seeding (Mix No. 900) and Mulch 5AC 1,000.00 $ 5,000.00 ., 8. Seal Coating 11,000 SY 1.00 $ 11,000.00 LJ 9. Topsoil 300 CY 10.00 $ 3,000.00 10. Wood Fiber Blanket 1,500 SY 2.00 $ 3,000.00 ., 11. Striping 1 LS 1,000.00 $ 1.000.00 Estimated Construction Cost - StreetConstruction ,.' .' .. $131,660.00 u . , . ..... Contingencies (:t5%).. .... '.. .... , ...... .,.. ". , .'> .... $ . 6,340.00 . .' ~ Total Estimated Construction Cost - Street Construction /, $138,000.00 .' .. u CITY SHARE FOR BIKEWAYIWALKWAYITRAILS: ., LJ (50% CITY) East side of Hanson Boulevard NW $13,550.00 + 2 = $ 6,775.00 .., LJ CITY SHARE - Bikeway/Walkway/TraiIs $ 6,775.00 .., CONTINGENCIES (:t5%) $ 225.00 LJ TOTAL CITY SHARE COST - BIKEWAY /W ALKW A Y/TRAILS $ 7,000.00 .., LJ .., LJ .., LJ '\ LJ 0..... z....'" -...."" VI .tntn <( I- cntncp 2 ""z", W W ~::E:~ (f)CJ:::: Q)::;: a:: 0: O~cL ~O <( 0 ~ . ~ ~ O+'_ 0 W tI1"'" W 102 en ~ .. I-~ I- CXJ 0:: ::;: :5:: ~ 1I1 >- <C(~~ <(IQ)O- . ,. '" tI1O"... 1-1- .::;: 5 w :t 0:: ~ b 0 0)0 (f):::::> 0 - > (f) :i ~ Z I.C'l 0 wO ZI--.O - ... Il-= ... ~;~ _ 2 0 ::E ~ f/1 :1:<( (f) I--. t::l a >- Z o 1I1 0 II t5........ ~ go ~ w III " III - . <"' X~ a:: 0 o Z 0 - a::..i:o W~ W <3 VI "- a. Fa. - "- - <( W o ~ 0 U. ~~! Oz 0::00 '" x '" --l a. ..., a. 0:::0 a.. z >- f- ::E"'..... - 0 .... m >-<(1- - I ~ u1il, LW !:: >- (J Z . (.) c> '" <( en (J t: <( ~ 2~~ 0<( :::! (f) I S 0... // 1/ ~~ ~ / .... ~ '" '" ,- ,,/ 1/ '" 0 - N 1/ > U) 1/ " II .... CIO - .... U) .... II II ~ - > ~:!I:!I~US :!Il~V:!I - '" ~ .... U) co - ........ II 0 II * " )) "A\."N , mlVA:!IlfiO!l NOSNVH ) ..-, .. ,...', -' - - - - .. - .. - - -- - - - ... .. - - - 0.... Z"'l\J ~ W -...M <( I- ~~ -lR~ W ~ ~~ ~Z~ (f)0::: ::< > ot:E.... '" W<c~~. ~~ u..:d; .......0 I- 10Z <to g":i;;; 0 <cI ex> 0::::< Z ,,~ In ~.. I- '" 1-1- '" 0..' Z =< Z ~ .... ot J!:o ~ :::: ~~ ::I<....z . Cl)a..~- (f)::J 0 - ~ <( !1j ~ ~ ~ ~ 8 en d wo Z I- 0 "<:: < ~ a: ~ I l-= ... IlI!!!IIIli e:: _ Z (f)1-t::JCl ~ 0 ~~~:I: II irl:.::z J:<( w.......... U 0:: Z 0:::: Z S :I: R z: . 0w WI--. <( W '" ~ ji1 VI -. ot ~ X e: OZC3~LL ~ G lrr=r=lr ... _ E<<s W ~ - 0'-- W 0"''''0 L!.. ..,0 o:::O~Cl <( ,a:xxa: I In..'" .......2>- --.I o.WLLlQ. EnMJ, CD >-<(1--. ::> _ ~Nt;: ~tr5 !::>-o ::> (b ~~ct, <c<c US! ~ :::E!!J;;; U:c ~ CL => /Y..... ::~........... . . . .... ,. .... /. '''''. ',' " / // \ ~'" It) ... ~ N N N , = ~ /J ) It) ~ i/ ... II .... .. It) - n .. II ~ ~~~H~S ~1~V~ - N frt) .. II) co - ..-- II m * , -------------------- u.... Z"'C\J ~ -...'" ..IR ~ <( I/) , Z l:::!z'" w W <:E~ I"') 0::: 0>:::;: ... u.s::cL a (f)<(o~ . El ~ II: 0"_ a W 10Z 0::: 11)"'" 0> f- CXJ 0:: :::;: 2~Q:~ en ~ .. I- ~ w ~ !f ~ lJ! -< >-ll .... <(:1:0>0. . 1I)a::... f-f- 0 ~ ffi S ::0 2 lJ! ::0 b - 0 0 m to ~ ;~ (f):J Z I- > W .a:: :2 2 a:: I ~ ~ Z WO I- W g ~!Se~ - (f) 0 fIl F- VI - II J: <( w~ 8 ~ ~ Z ctnUlo 0:: W lJ! " " lJ! . _ ff~El X lL.. 0w <3 Vl lL.. li:' ~ ~ li:' ~ :::;: 2 c.::> W Oz 0::00 W o ~ tfJ 0 L!.. ~ ~ :b 0:::: D::: X X D::: Ct:O a. z >- ...J Q.LL1Wo. :::lEN.... OJ >-<(1--. 0 ;.;::- 0 C) ''It" '1 ~ f..)\rll :2W t:: >- (3 l- · $ 1 .,eN (f) U I--. (f) =-- 2.~~ <(<( ~ OI ~ 0.. /I ... ..,'.-'~~....' // ~"" II) ... ~ N N N 1/ Ol 0 - N /I ) II) /I \I ... II) - II U J.~~~J.S ~1f)V~ N . ~ ... II) '" ..-- U II * , )) . 'M'N . ... UHVAa1fioa . NOSNVH j - - - - - - - - - - - - - - - - - - - 0.... z....'" ~ Ul -....'" <x: '" '" ::J "", CXl W z VI , W 0 ~Z'" (/) 0::: 0)::;; Z <:2:!;;: ~ -..., w<X: O~:i ::a 0"'", 0 O~_ 0 f- I 0::;; ::J VIe'" I- 0) <x:I lXl 0:: (f) I- VI E x - f-I- 0) a. a! <z-.d - - ::) (D0 0 VI...... (/)::> O~w 0 en 0 0 Ul~ LO ~ :~ WO Z I- 6 I l-= - - Z (/) I--.WO Z 0 wU J: z 1-<1; - II <( W.......(.)~~ - W OIJ... X 0:: 2: <'" C)w ~ I--. C) Za::: t o:::~o LL - ::;; o 0 (/) LL ::) W W::J - ... - W _Z 0::00 OUl lL :gJ:~ Ct:O a. Z >- f- -I Q) >- <( I- - _ .2C\J", m ~ 00.... ~w t: >- {) ~ 0"" 00'" <( (/) (.) I- ~ 2~;;o U<( ;! I I--. 0... :::l 0 ,. // y~ 1/ ~ ~" ;; / on .. ~ '" '" '" / ... 11/ '" 0 '" " // , on ~ /I .... : .' \I co .. ~ M .... on .. II m M ~ . .." , .'. .L:!I:!IH.LS :!I1DV:!I ~ '" M .. on CD ~ ...- iii i ~ ~ 1,1 )) 'A\'N . "-. .mIVA:!I1nOa ) NOSNVH - - - - - - - - - - - - - - - - - - - il i , , !~ ~ !~ ,~ ::E . , ~ z 0 :> ~ " < ~ 0 ii5 8 c _ ~ .0 ~ ~ " oZ ~. i;J C1tj~ 2:~ ,~ Z~< ~~ t;; ~~~ aO_ t:' ~~o :;;1;:0 '" zzW M [Ii; E ~ ~ ~ ~~~ oo1;~ ,~ ,,-~ " g.w ij:~ ~ ~~ ~ Ii :J:~~ 1i ~:g.s m~ ~ 6~J &~!i N2 8 ~ !:!;,....o 1l~~: o.~ - ~ ~~i1i ~I"~ ! ::Q:; ~ 8' ~ < 00" u 5 ~ g ~ 1$ ~ ~ ~~~ ~::Io,;;; ~ ~ 5 .o~ 0 ~ -0 .I::;>;~ ~ O! ~ "2 ""c I;) . . 0: g ~ '0 t:~ i! ~ ~ 0 .!usq~ . ~ B~ ~o~~ ~~ c ., 0 W g iXIo o~~_ 1.0 ] !i~ - 8 ~ > en J;l~ 6-i~ ~ 02 ~1:5 l ~ W .Iij~.3 ~ -';";'15:' ~:2 " ,::0:. 0 .sG:-g ~ ~~....I: :8~ ~ -0 . c .: Z~ g 0 > (~-:.- 0 ]EllZI:5~J:!-1: ~ . <y; l.>-.,o::~~ ~6 i ~~ .. 2- ~ + ~ . I I i ,- "E.....o'v 0::8.... no 2: ~~~~~ Il ..,.;5 D::"C ~ U c. g I - ,..: ~ 0 ~~ .'- ~<.....i:o ~~~a <5 ~ - ~~ ~ ~ 0 W CJ <( () z LL ffili: Z ~~ Z c::( 0 0 0 ~:g F ~~ F W ::J 05 ~ < 15 f') I" ~ ~ < i'l w < e. 0:: >- ~ ~ ~ ~ 1l ~ I- "- ~ :; " ~ ~ ~ I" < - < (.) 0 I I \ \ \ foo j \ \ , \ -, .~, , .". " . , . '" .. . I -". "-..,,,-...,, I _.. ,,-, ~ "'" , ~.. ~ II '" n ... 1\ ..~ ...., ........ ,.. ~ ~ tr Vl ~ W I!! ~w....~l')B Z > 1-~ll:5 g ~ ~ ~Ao~ qqq ~q~~~~qqqqqq~ ~~~~~~q~ ~ I~~ ~~~ ~~~~~~~~~~~~~ ~&~~ID~~~ ~ :s 0') 0 ~<~~ 0Xl0XlO'J OOlOO:;JCOOOCOO:;Jo:JOOO:;JtOO:;JCO COOOCOO:;JO:;JOO<<lO:;J 0 ~ ~ ""' "'1;~o ~ 0 L-..I 1=2 OOZV>UlO ~ ~ ~z5Zw~ Q. _ t.r'\ Z Co: Z ~ <( a.. OZ:g w::E <( ~;<e;OS 0000 00 ~ ~ Z N ...J -c t- ~~8< ~:{~ o:icOa:io:j~.:~.:~..~~~ajaj~ ~~~~~~~~ ~ W..J :E ~ FO~~ zzz mmmmZZZZZZm~Z ZZZZZZZZ 0 C 00 O~ . O O~, 1L. Z ~g '" !:! w w w <( 0:: () . ~ '--'<i: ~ Zw ~ ~ ~~ Z...... ~~ ~ 0=;'- 0 w 0'0'It)0' w:::E:l~ w ....l~:J ~~ I- <cZZW>" .... ol,tJ-'Z 0:- cr: W 0 W 1-1- 1-1-1-1-1-888151-1-1- 1-1-1-1-1-1-1-1- 15 W I-zotju~:J 0:: ~....lelK!Vl ~ 1.0.10 ~ ~ ct:C)U 00 t- ::::E::::E g5~~~eee.e3g::) ~::Ia~:::E:::Eaa :t...J z<l(~J: -:Jw W w Q: ~:lo::: W 9!1e t- O::Z >-::E t>lw co~~ CD auo 0 lD~mmg:::gmm Z 0 WI-<oa..e= Z ",,::I 0: w~~w~;::. I- ZO 0 "",0 :I < < 1-1-1-1- 0:( J: ::Ii ,.... [J] () 00 I- Z W VI Z 0 Z I") I- .. L.L. Z L- Q. ~~ ~::l::l ~~~~::l::laaa5~~8 ::l::l:L:J::l::l::l::l Q::E ~ ~~d~~~~ f3~ ~ :J~Vl28~~ ~~ ~ hi 8 05~~co 0,-- ~~ ~;c;l:22::':::':::'::8~~"" 222~2222 z ~ = x ::Iffizoo~~ S:ix~ ~~~~a8o 0<3 ~ 0 ~!i ~u;V) ~ O - 0 99~.... kJ ~ ~~g ~~~~~g~~ ~f=g~~~~~~~~j1lli ~~ ~ ~ ~ d~ OO~~~ >-....~CDO o..a:zw <lI(<lI(=~oF:o. ::i.CICICI a.. a.. 0.V') a.. ~ ffi a::: 0 O t-~ ro...J t;~ ~~~ ~C!~~Il'!~C!Il'!C!II'lC!~~ 0!~~1t!C'!~~"'! ~ ~~:I:I:jg ....~gg~~~~~:r~wf:~>zzz~li!~li! ~z ~ ~ <.~::! ~W())-..... ~o g:;:; g~g:g::;;s;~~:;:;g:g:~ ;::;<tct;t~~~~ .., !::a:O:(.)O....~ZZTO~tt:a:: ~o....::J..J~t;~~&o. 0. 0.G: V') 0. t;:j M:l~ ~ Wort 0)(000 OllOOOIOO'JlOOOOOOOG:!COOOCO COCOCOOOQ)CO/X)O'J -.. ~~g!<~6c>ao~zz~~~w~!a!l=o<(xxxtt: 0 w~ -u'" Z W ~ ~",~uw:J"'~'b=>=>OOO~wu=>~owww.. . II w >2 ~ lInlll.R~~" .R."'""..'"."~ ,. ~~<< . ~<< !OI')l() <D101()1t)0"1t)1()1t'1IJ100.... -.t"":",,:I')r....,,,,:I()G:) I I 1 I ~ ~ lI! _ W (.).!l O t- ~O > ~gN.t.t('hci<olC:iui.t..;riril"iwiui-.to.N('40NONNI')O...;..; @14-@.D~"*'Od~W>-~=I!!I~.ISlz: -111~IOO'N' @~zu C:oS:::S:::~~li:l ... 000 000000000000 0 00 00 :> :> <.> y' t ~J 0 . 1'1 "-" Z 0- i:l:", ,^ W (3!t 0lc)0l 01010101010101010101010101 0101010101010101 I 1 I I 1 ~ 01 ....<< ~;! "'(I):-~ o'j' - V~ 'L I "'@-id" c:"'u 1l~ r "... zt:i j:Q VIa OQ)o IT C/J W C Sw '":"'!": ",,:1I10!":~~"":~0!"1~~"! O!~qlt!~~~"? .. ffi~ ~-c(l) tj~ ~~ 0....0 C;8:38:3a888ogc;0 888850gg =(i) OC(I) ~ "<0 o :I: j 0 :;!~ m8m mmmmmmmmmmmmm mmmmmmmm ~ g @ ~ ~ :I:<C<C . ~~ ~ U!: 0 ~ Fi it~ W 0 a: b ....(\11') _NI')-.tIt)(()r....COOlO....('41') ....(\I..,-.tI()<Dr....oo ~ f!!!! ~ I.!. LL 0 ~ ---- g I~ l~~ o j 0 LL ~ --- NNNNNNNNNNNNN nnnnnnnn """' ~- ~ - ~~ Z :I: m fLl ~ < C/J C/J 0 ~* ui ~ < ~ ~~~~ ~ ~ _ g:il ~ t- '" '" '" < a: \-/ \ ,'" / / t<i~ ~~ ;8: Z ' '" .....y", / / ~ I ~ o " .....X -~ Q. ..... /'';/<'''y( ~ ~ 'X /..... .......... ~ ~ O ' '" z 0 '. / ^ "', Q (.)::1 . /', &! (f)~NON~ o t- /"/ "''''';-'''', ~~~~~i )', "" \ Gi o~ i .. ,^ ''\ a::!z<< ," VI \ \ ?:...:r~!!} '\J Z \ <(:)\ (,)S~(,)!i , 6" Z I \ \ \ ~ ~ O / ' ~m ~ _ ., \ ~\b..., N* O ~...... N H\ '~, NN::-: ~ V~ 0 ,l I - /' cr: ~'~lo > J:I ~ ' Jhj ~ I.... a o.ill - ~ W '---- ~ ' ~~n~ , ~ a: '" '~ ~ :5~'5>-.3 O / o&~~g "'" ' I :5 e Eo 112 \\" / ~ ' ' \ , ~~ie,." , \ J r iC:JOg''O ">/ ' \ I ".9..-1&) / /~ ...._, I r -"- >,Q 0..._ // ~) ~~~ : ! i in~il~\ /,// Iii ! -OQO-~~ / ' , / ~! I " // ~ : , i I i ,~ " / //.......... ,( , i ; ? ///f(/I / '..... /' I g i : " II>/: / ! I ..1 / / , / : "//,/, / ~ I ! /,/// 1 ;; / ./ /' I ! / / / ' I * 'II I ! ! ! /~ i I i ../ "'" L_ __ .. I i ,,! , :,; " . · ... I i-- I if! ! \.! <:: --~ --- , - b ~ "- ... -- --- --- - - - "-.- -+- --- -- /~ - -- -.- -- -. /~,. -- ......... .-----~~'-/'~....- ----- - "- _J- --___ _ -- -- -..:Jl:M._ __ _ - _ _ _ ~ ....- --- --., -- --- ,--- --. . ~ ..._.__.._._-------_.__._._-_._~._---_._- --.--.--.--.--.-------.---.-------.---.-.-.--.------.----.---.----..- .---.----.----.---.---.--.-------..-.---..-.--.-.-- . . a:::: ~ l:icu l>. M t3 en ~ ~ 0 ~ Z w " Z 0 0 '" .... ~ ~ > '" 0 ~ 0 W CT> 0 -SOzcn(f)g a... ::E CT> 0 ",Z:)ZW" > ~ <Ca..ozg CT> ~ ::!EZ N ::E .-- z: /' W--':::;:~ ...J I- - Lf"\ <( ~ t; "00 ' 0 0 ~ <( a:: (,) . ~ Z W .-f ~!z ffi~ a: 0 w 0 Z lL. ~o z> <t:: 0 :;: au ~g I- Z ::E w ~ .- Z- g51=!~~ Z . ~ a... 0:: >- \ o~ ~~ ~ 0 9 I-- 0 ~a:::t: 0 0 r - "w(,)~- 0 -", W ~ u~ Z W :;: gggih 0 ~ t > w '" '" ~ t t~ c:.... u ~ - \).. 0""0 f . en r w C .::.:~'" 1.1. j OC:::'" f<D 0 ::L C ::I:c(< <ll ~ a: '5 0 a: IF ji~ ~F W j LL f2 .fH~ c 0 lJ) OZ Z ::L 1-0 Z ~ '" :g en O~ < ~ "'0 5 ~ Z Q"z zo "'~~~ B .. ~~5 W 0 o~:;!, / ~ - F- C " li: ~G~ "" / '" 0. '" , / i g: i gig: "',/ z 0 ), - / S ~ a... / / ~~N! ~ / C / ~ ~ / '" !~ .. en n -~~ C!' OJ uu Z Z ~~ '"~~ - 0 ~ W" C - ...~- en cO ~ r----~__________~_._~____.~_____ !:~~o - , ., . [ij -e&!j ! ~ ja.i:t.. C!' Q,f:l....g.= 2 ;r.~1X \; . a: .....1:">.~.B -&.>.:;5 .,gee" " L___u._______~.___________.___ ;~;ol.~ r-----------__~________________ ._ o~ E.S:::E !.~ ~ ~go '" !:=~~ i 1O f] :]-g] l1. 11~]'1~ 9 d '0 lJ) _0"':'0__ "'~ L._~~______.~___________________. ~~ 0 r----..------.h_4________n____ ..- "'''' i UJ l1.N ."".\t)"" a: in N - - ~ '----_______.._____n____._______ ::t: ~ (]) :-_______._______n______________ ~~ ..t..t..t . z- "'''' $ ~ """ l___________:________________, 0 ---.--- 0 ~ ---.-. ... ~~ N - a:: 0"; ~ 8 M L.. (T') ~ ~ ~ 0 ~ ~ g w 2 :c~ O ~ ~o > 0 ~~o ~ W "1 W <TJ 0 ~ ~~ ~ > ~ 0 / ~~ ~ Z ~:::;: . g - m ....JoC::: ~ W.-t <! ~U~" (.) 2: lL. Cl~~ ~ 0 ~<ro W ~ 1:':1'-'-;; 0:: ~ ~o~ __ W 0 I- t;'" :c ~ ~ ~v U -u " -- 8 ~ <.) ~ J:: d'~ o~..=~~~ VJ CI') :'!e 0 cr J::..... <.> i~ CQ)ol~' ~""O(I) I..!.. ~ Ocw .; ~~ ::C<(< o1t ~ g t;; ~d rF ;.1$ w J f ~ ~~ ~ ~g~ ~~;~ ~~ I,.. Jl! z O~ __ ~~~ffi __' ~<D c;;~. !Z ~ ~w Z w ~u ~ w 0 ~ ~ V>~\;!~ ~ ~ V> V> " g ;~iii~;g: " .., il I !l I J ~ o o)o,J: ~ ~ ; . ~~~ ~ ~ .. ... 1/1 0:1 Cl:: z..... o ]Nn.oJ.lBcIOlId / !loR . 'W ~ 0 .. ::I ~l/I q Q.:::I!O :...J _ ~,~ I N ~ ~ ~ B:> '" 2 ~ I ~ ~~a:ti~w 0 ~'c . ~ ! · ii'I '" ::i~ 0 iE ll. : w:) z IX U 'S :: II i I ~ ..~~ ~ Q: ~ · & ~.. 1 !21 ~ :jffiw ~ t--= i ~ ,.; !II o!> 0 <c 10 - S n ~ ~ ~~~~~ ~ ~: ..... ~II ~ <<l ~g:i (j 2i ~. ~ v 5/"1;;0 _ ~ <'*' ~~ i tn e:oz~~ II ~ ~~;,;;~< !:!: g ~ ~t: Q.. U -(/)& 0::: 'i'ij'"O . I~ ct: wS~~Q. 8.'~;; ~ e. ~ ~~ii:::>o:: .~ &...,2 f <: o.~ Cl 8€l -K~-l:s ~ ~.~Cl:: ~ :i:~~- 5 ~:: ~ ~ ~ ..... i- ";.9....-i...... -0->') ~o-gE.~:::I! t:: "....,.: ..,_00..,"'....... L'::J 0 c..... t- efHp8. ..:....rioilt'iuia:ie~;!:~ S.2....-W I ~ <:> '" ,."t;o-,-.! 5 ~ . a=.... ~~":5 g ~<I)!!a. 10"'0"'_0-"'01000 ..~E .a . ~!( :SS~~~ .;coi.....,.;..:ai:::2e~;;; : g.~l!! a: ~ u.. :z- C'!...C'!~C'!~C'!~C'!"!C'! <Ii' ~ "'coi"l...................lD.... ~ rn 1 j I) (~ ( III rn _ ~ - 8", - ~I> - 1;;1;; \ ~ i g ~ - - J ~ I~ :1ll - "! ~~ L < ~ ;1 I ~~, G:::t; ~::I ~ i~ ~ o 0 ~ ~ill h @ @ . o i .2 :!:? "E """ ~~ ~ 'gss ~'lJ III E -0 0.. ~ i i ~ III g Z g B~! 1Il.~O _ '0 g Q e] ~ ~ ,g i"!. ~ ~ ..J_ ~ -0 ~ olIJ -' .g :g b>.8 0 0 ~Ui e'g ~ c .~- '2 .- ~ J; E E "'5- 'Bo's ~ &. ..~~~o lOot 0. '0 'O~ E-8Oiilitp ~~~ = ~ o~ a. g 0 "5] :: .g g>:5tO.s ~~i 'O~! _E_ :5o.J:Eg 102 '" 10 "0 !'e := ~5~oo_.c 82:8 ~ iij Eg : 2 Sc ~ 0 _ 'iio.c.~_ lIlo'B 15.2' = gzg .S. .'~~ ::;;.! tt ~ .;0. E .s...~i~g8 0000 ='00 ....~ III 0 :;,_-1:)0 """.011 0 0'- "Eu- 0 _~o~ 01 >.:5."1Il11 -'.~ ~ S ga -0 8 o~~:f i~ 2c -g~Q. A=.s ,,;2 ~ :e~'g' i:av"'~ 001 o.Q <3 f '2'" c c ~ ~:!~~o 'f2 .!::! _ _c ....- '" - 0"" 0. E 0 S'O _ C 0 ~o;o:viO ....l: 11I0 ... _ oo.s ~ ~ 30",:=0 2 i2~ ~ .~ 0: i 10 l%]~ E~ '0 ~l281 ~~~ ~~.~ ~g~ ~~~:g~ !t .g.~ !! ~~ g E ;s.s:;f~8 co.,," 01.0 1=" -0 Q. o.c -. 1"'lJ0I ...~- .c- 0 0._0 ...0.....:5 .... 'cot: 11-0_'" g'~! Vl ,g .~= 15 Q. E.. ~-o ,:::t 811 0~'~:5:O lII~i ~'6 a ~f~ :_..~o <.s g~ < < t.i:E ~ ~ ~t~~-ic '~8.:5 :g .2 ~'j v ~ ,gg i6 i~ *'~ UO~<] 15 '0 iiZ 5 ;~s ~'~.e.:: s~~~s,,~ 't..= -6 ~ -gf .8 &. .!i-g 2~ .~E :02 ~Sz.. ig,g 'O~ - .5c2": :-z;.g.8~ e .~ ~go-3~~i; x.~'j ::i 0 00 '6 E 00 -og if.!!: 3-o151i'iii "!'E~ o>~ 0 -Eg~~ ~eD.E~ .Q..c.& ~ 'O00~5~ ~......:. 150~ ] ;; .~~ ~ .! ~~ ~O' :1: So ~gOlt~ :g:g~ '~ij ~ '~215'g. ':i~'2'B'g ~ ~ ~ 0 g. -Eg"'1v~:'g 1JI'g6 _ ~ 0:1 <I) -3 ~E jj l?_ ..~ o-g:ao-. S".!:::3 Z g -z;-w :0:...::3..'- I';) 0 ~ e ,,2lf1S_tIl,ggo ~o~ 0 .5 38. ~ 'g '6~ l:~ ::g-ti:.3 .!ia.~,;~~ 'E:~:g "=8 ~ i3!!~ 5:5-g.2] :5 '0 v.. 2~.. '0 c;tso.g~2~ lfI~U III - l<... .; li 0" - _OI".EU ~III.og....2 ]'ij-3:5 c...; 0"- uo,.,C v 0> '0::: ....:1: <l1 :;E ",:5 0 ..,. ~E.E~ ; 11I..8 "t). 1:8 0 -~:gi 'O'g;E '0.5 0~.2~;:2 v:l:gg' 010 8~ ~~~~ E-'g:8~ lfI 0 ~ e Jt 00l! ~ .0 :!.....cg.2~ ._ E ~ <l1=~.o~ -' -00 VI-' :o.o..lIl .00 ..;, _..... e~ '0 G)- U~Vi::: . 0 0 g G).S 0 := .c:;:;" OI].S .~ ;1 g ~E~ _.5.~"2 ~: ~K :)>.~ ~t tij~n~~ :;etg 'E.s .g~ -gg':5'2 l~..ijtl ~ -.:5 ~ ~ ~ ~:2 ~ : ~t~~g'~Clo..~ c: 1Il ;I 0 1 '" 0 ._ _ <X .- .. ..- .c """ 0._ II E .- 0 -' 0 ... ;I .. 'C - ,",.c D. 2 '0:,:1 - 00:': 0 .c.. Q 0 . ~'O:5 i" E:) tI~ 'O'2:l ~~,82 .o~~ 1:0 6D..g2e8 2e~- g. -oa 1:~'g! ~g-sc c c:S 2 ~.2 ~.s v; -g' c;1'5-2_:3 ....~ ..... _ .o~ .:l:5" 0g...8 " 0 ~0.5i ="'0 ....0 _0.1:.9 ;o:v;....'g 82 'Og- = 0'5 :cEov~ .Q :;; 152.5 0 OIe..c ~'g ~...o:oo.S~:; :~~ 58 ~ ~~ ~o! ~~ = ~~ ~~ ~B~!5 ~=&~ti_-g :2~: ~~ ~~ ~lls.... ~.8~3! ~ < if15:( ct &~ if io. ~~'6;]~~.2 0-80 ...~ 3 -5~ ~:5v; o......,g 11I:1: .50 :.... ~ eU~g]o 01:0.0 g1D ",,- '6 "'''e. ~ .E=E-'- v; : .soSJ::-o.. :;og *~ 0 .sg. """g~ 2.5 III~ gE ~g'. g158. ~.Q Q,2:ig"'$ t~o-Z; ~t ~~ ~ ~c.:g l -f'j~} g ~g..;:'O'g.!~~ ~.NE-t; E.u t =1Il 15'O2 0115 .~',;; 'fi,g 'g~ J!"".!!!:t '6......u22 ~.2,...= i'o t': ~ ~lJ".~ &. ~E.8:::io 0 ~ a. :;'i~~'-~o.! 0;1 "'8. E .,go :I:",lIl c ..c2 41 I"'" 8 2.~ .c-O'C:'" '8,,0 ..,8 -...... -000.8<:; .._"" '0 ',;; c _Oo;=:5V1....0 ;:~~ ~: 'g :l5 ~i~ l~ ~"E c5g .~;~ ~]~ ~: ~ ;~:-~~~ ~~j~ 8~ti ~~ l 5]2[ ] O~~3~ ; S j {j ~ g:~28&..i6 o .... VI II.>lfI W.c-' ""j: 12 oOV I 10 - -0......8. ::::"'VI O;lV . ~ "0'-- ... v .-.. e E Oc ""):; 0 ~'go ~.g '0 3.~ _g::; 12 l,g m~E ..~g' CIl~ &. eE~I ~ .gS'6~ ~-E=a 15~ t flJ ~ i ~..~,.::;. ~ g '0 ~ g ~~.,g~-~~2 'fog' ~g. g 8:1: 0 - -0 0111I ~tl -'-'0 u ~ ~o C:'O,",1:!C .2...c :8'gIll-5 V'O e ~c::c E ~"':"5"'.g'f .. 41 2 olIJ ~f:!"'~o"(j-_ " i.~~ :g ~~ g E.g .~=.~ .~~ :fg 'f=& .~~8 ~~~ fg 1 8~~~-.f j']:~f ~:l2 i~ j ~t~t ~ 'ag2~:~: !g ~ :5 i.. ~ 0. .~.~ ]~~id~~]8 g. !e.~ $ _0 '8 ~.. ,g.,ge ic ~~ .~v '2]" ~gg ~'"g " !~[~~~ 6o:S~ Q,]o~ _'&.s _oio i l53..~q.. E -gg:!:: '6 gg 'i ~ '2:g ..'O5....~8~ ~ .....010 ~ <.s ~ .....:5 (1')"'0 ~o ::liVl 02 ",,,,:5 Vl2v ;J:~ 6 .....00.;;:::1:0 VlCCllO ~fJlEo <VI ~ <oEo :E t.:.u.2o.l:l:5 ~ Ui~ Vi 5 Vi~ Vl Ci Jlg ~:5::3'!::5o.2o 888 . N ...; ... 1li cO ,..: oj .--.--.-.----..----.--~.---.- -~--_._.__._._-,.__.._-_._---_._-_._-_._---_._--_._-_.--_._--_.__.__.__._..._._-_._._._._--_._--~----.__.__..-.----- .....--.--.--- . . - . a::: O w ~ > CCO w W OOC w CI) en --:. :c Zo>O . c"' ~ 0>" . 0." > 0> 0".' =g " _ ... oc. _ tl'\ Z Ci -g 't:I ....0. I.... ou.. W Cl:JlV- O .-. <!<<~-50. me .,,"' . . o:Z ..... ," " _ 1.1."".1 . ,.' " - .,' . . .' .' " ~ W ,., 0.' . . . . . .. 0 I,.. I ~a:: .:,,: ,~,,,, ' ,- " >-"'Oo.cO ,,__E." ,",<' ,~": 1--.'.';. · ,:.. '--' _ ,.." , < ".. ~ Ol-C"O ~ ~ ""'." ",oo~il ~ 5 <<i.~~ O ~ioao w 8 o.go ".;. , ",~, <J.:Ea~ 00 ",;.r; 13~~ U)". ~~ ,3:g1l'g O ..... ..' . ..... .. .'" ' % ~ " ;'2 \; d 5 o8:H ~ 00" ~z E < ,.1"" ,.l. ' ":l! H ,:-." · ' "... " . ..,.' ' , .,,,:.; " .,..' ' ..... -. . .... . <( ,....... ." ...' ' S"" ,; ," " .,' . ,/ -81j IV Q) ..... 0 c I' E 0 :I: E ffi << ~ 00"'" ~.' ,.' ; Q 0 '1'" ,,' ,.' ' .. . ..' . z t.'" H! .,' · <( :1':>' ., t!~' ' Z ' .. o. ' ' ..' ' _,,0 . c~- LL ..i'. · · ., .' ."., . . ., w! ' o h'" . · .. ,. ' a..;:. l ",,' : "... . ,...' . >- ..0"' . ...." · I-- .,'" · ,'n ~ I U Z ~~f~~ I ~ ~ ~ I~-g 5 ,t.:' !' ' ,; · ::> ',," " .." " O ,..Oo " · " 0 ' ~Og,"" ." z...20 U ..... .' ..... . ....' ." .".' 0 ..... ., ,.,., . 1.... ., ...,. ' UJ . . .. . · 1> " '8 .. ' .- . . . . ,. ., . . ,.," . ., ,.". ' .,." w ,.. ' .r · · . ...... . .-, . ,..,. .' ..,_. . 0< · · · · .. · ,.,,! '. .,. . ,'''' " .. . - ' .. ' " ,n' · < '1." ' ,. ' ."" · , _..,. 'z .' . ...,. · . lfl . ., z · --, ,. · . 1-0 .0 ~ .2.2 EO.. z . (I)<J ,00 0 o.il.E.~ => ~ ~ ~~8,s~ 8 - Z << I- o."~ << !2 ~O~ ~ ~ o . z .- << F- a ~ ~ g a 0::: ~ W ~ > . .. I UO · ..' I .. ..... .. ,... o " '1 I ' !, Z .0 . '." · ., ' ,. ". . ,..- , .. . <( .z ". " " ' .. .d" . . '-0 ..". '., . " .' . . . ". · . , . .... _' . . . . 0> . . ,. .,'" .."..... ,.",,, ..' '" ,.., 0.0 '" Z ,. . .' . - ....... . ...." .... z." u- .02 ;!; 0.,;o~00C:WW"'80C(/)~':';;;Oo--.t!i:g-.";o"~B"",:;;":":E {Hl~a Q~"- 0 U '"'0- ~ O .. c .O' .., . -. .-. .. ..' . ,. . ",.."...,,':"""""""'"'' ~.'I ,. '. " .' . .......,...,......."..""''',,. .'z.... '.1 >- " ,."...,,,,..,,,.,.,."".""'." ..0' r · · O .. ......... .." ,.......,... '" . z..'" . f- ., ....... .' ,.< ....,. .., "'<. " ....,' . .' .,. ....,.".., .... .,.."..,. ,.' "z ~,.,., · U '" . .,'l......'i":;,."'~,,:,,..,i'l~ .".., ! ~ ,., ,.,."",......,.."......,",l.. ......' ' ,. ." ......... ,..,......,......... .,.. .' I: ,."'J.".:,~.,:~,I"',,.:"3..';' ,,,S ~ " " 0:5 r1 ij'EgO."E"5!;":""'''''.~<'''''': "le! I' .' · ~ ,.' ,," ...... ...,....,.., .,..."" ,.,"".. .2~ OC :5~....~lOl:;$U~iGlOIII.........~..."..... .".." ' ' . .' ....... ., ..' .-..... . ..' -- ., . .,.. .........,........,. ......,.. ....... I~ w .. . ."..z..........,................. ....." ' . ., . .,'" ..."w.'" .,........ .,..., ." ~ ,~" h' ,,;, 'oigl,.!! ,..j ,",! :'1."'" .: Ie' !: I" , .1 ,....,.".: "::-.,,.il'" ",,>l."~ ~ I " .i. " ,~ .. ,;;1:. t:- ~~gg8"h~.80"~...1h'E...."............. .," ,. ., " " ~ ., ,. .', .'''''''''''' .....,............ .-" ,. .," ~: .: !..;,!...d:.''':''..~,,'!.PH'w.' ",; I' " H .. " ....,.,"""""""'"'''' ,...,. ,. " .. .' .._..........,...........,.."0.." ""'1 so . " ......, .. ,. .." ....... .. .. ..... .' UJ w,., d........ ......... .' ." ..... .... . .. ., ...",.",.....,."..'".n'.:::., ..." ., i!= c> Z a g"'lc............... ",.,.,..., ......,. ."." " . ...' ...... ... ...' .... "..' . . -. -. .. ~ .," , ,", ,...'i' "...,.......".,...' ,,'. ,. .. ., '. .,.,..., ....,.."..>, "" .. ..,. ,..,.. ,. (1)0 Oc .....zc.-::)....~Ng..~U'I~....J: DcBo"iofRq;,;;o....:St--.(I)zoo,;c<o .'.0 ,,0 00 z' . ....... ,..... -.....,..... .-' oz." .. .. .. .,...."..- .....' ...,.....,.,."., ,."'" .. " .... ......... ..... .. .00' ,.' .. ~ ,." ...........,....."....... ."..," .."" ., ., .. ..,..-.... ...,.......,.."...., .' ',..' " ". " ..,..."".,,"""'" '" ,..-,.. ..." .' " . ..'.,",..'''...."..,,''''',....., .~.. ,. ,. ;0 ~ ""~ 0 Ewe:! ~ *~.l!~1i Eq~il8 a.i~~1h~H1h :-~1!~ o~ ;0 E ~ U. . ...... .,.... .,.' ,. · ,. .. ".""0' "., " 0 ., ]~r;8o. ~e. :;; g'~", 82%0. ~.;; ...~.o 2 .g.i\,s "'. 01: g'ci~ ~H.'ir; :~ ~z .b8 _.... <(:::> 4) ~ inS ~~:5 , .~ c:c:U <:>(J .,'1> I I I " / ~1 9/'1 'f! <'I ;t ~,\ 00.E \ f r l'-' / lI)lI) ~ 7 ,?'O I ~" M,,8r,~~.11s " C'-u I \/ I en " 3"lt,n.OOs "-O'I:? / /1 0G>0 8' 8'- I"- -"'"1 IlI) 4l!l l;t~ ~ t/ OC:lI) ( "ill I ~ :::t:<< /" ^"...!t~t.OON 0 IF 9l:'991 / en I .~-g ~'1/ ::> I .~ 0 . <0 " >-I I ~:S :2 ~ >->- 0Ti / ~~ 0:2 ~ a.. Pi/ I "O~..!~ - ::>0 I I:I:C_ at'Mr m 0 I i I 0._ ::J Ii: OlJ) ~"E;O z .J <(w .__ c""O Ii :J = CJ - 0:: ~ --, o - w<( c......... 0 I ._ Ct 0 .. " ......1J~:O / <(lJ) I J 6"ti.5 z>- I -2 l{) :f.[.~ <(w 0Ti 0::::;; Ow I 0l.E.5 ~ 0 lJ) I c- 0 OZ) ;:: <( I ~ :2 :g~ w r{/ V , , ,) ~ v / It) '< '\ '. / \.' /' /v _~9'9tt_ _ / - -- /~ M"or,SO.OON " /' I , 'So irZ: -.&H "tr 'dMl 'rz ":leS toh 'M'N .../ :S~.; I lilt JO t/L '3'N .tn }O lUll;"", 10 t't +~. -- ~ Zc 1;~ -, I I \_1 -1 ~ 1\ I n ~~:rJ _J -L ....L V I C...l I \I 1 I z5zt 0 a:: 0 w ~ > E-4 w 0'"> 0 U 0'"> Cl > 0'"> I- ~ a - Z --' ~ - U"\ <( I- W ..... :::> a '- ~ 0 Z L1- <C 0 < W ..., lD 0:: >- I- <( t- a ~ - F ~ 0 0::: o w > W ~ 0 ~u > <h < 0 , '" Cl oSE " - ... , _ ,~ Z , a~u ' W <( _ =0 · ~ _ od O ~ ' ~<< CU ~ I. ; g F ~ '""")' ou... 0 _ >-"' ,."" ~ ~,,; . . " ~ >- .11" > ..' F ~ O ~... , · .' .' - r- 5:g"8- 0> 20>-2 13 _ >-~.. ~ 0.""- "..... "'z"o-go ,,~~o~ ~ c"- 0 c..~ .......... g . " , ." , " ....-. .d" . .", ~8$~~~ ~ ~u~~ ~ >c"o Z ,s"' ",_ 0 '" 0 . . " 0_",,>,0 i;' ~ 1?::::'~" :;;:.2'~il ~ 5 <<'~~~ 10....-...1 ~ " " " - Jl (J - ~ ....-. '0'" 0 .,.; :r:~:2.'2' c 1i-~.Q Q oc,,~~.3~ g.!!"''O _ o",,^ 0 ~ " o '6~. c'" 00~6 '0 ~ . ~"' ~ --: ~~ ~ E Q O-~ 8<:-2 ~:i! u ~~ g .,; __ 0 .u << 0> Hi" ~ !. . '''' . . __.,. ... ,_' 0 - ~ "". i' .. ,.'i 2 ' ....." . w ..,' · <C ."0'" .' r.o' · ,,,0>" "., .... · '" ,'." " ." , .. ~ ' o -li~~." ~.s I"~ o~g 0 g ,.." o' ,.' ,.. ' Z d5'O- 20'::' 0 8'5<< 0 Q .-.. -' . . <C ...,., 0>' ..' " "- . > . . :.". ' . -,' . _ u- , - " "- - ~ LL 'H;~ . · ,., ., ,,_._.0 E _cu W 0 o , .' .. . ' " ,. ' .". . .-' > ,- ."., ' ..q. . .......... ~ . . "' . " E"" ....-. f-- '0.'- ' ."." I ~z ,"'1 " "I~-g 5 i;''o "' ~ '; ~ ~ ~ (; ~ u ::> \<1"" " · .. ' ' o '.:" " · ;. 0 ; ~ U 'n" .' ".". . ,.... ., g,'o' . -",' '. .-,.. ' _..__ _' 0."" ' .,... " 00'" · " : " " " ., . " . 5"" g ,. " ..,00 " ifl .~,,, · .. · .,,'~ ' " . ,', ' ., ' 0... > · " .. .." " ..,.. ,. ,.... .0 .. · '0'" · , Z "", ~, ;. ~ '''!~ ' ' _0-0';" >-z _!! eJ _E6" z - _ <<'" " > 0 E". '" 0 l;;8 ~~ 0 O-~E.$ 8 · o " .30~' - O -.- · ,,,:s ' · - ....' L " << t= o (f"> ~ U~ ~ ~~ !.. --- ~ - o U " - :3 c g..... o:S 'E OC g ~ ~~-'" 5" o. 0 - w · ,,,..,..,,. '.'0' ' . > ! . o,...,.,:".'H:' ' ., N OZ"o(;~~"o~"O>-'6-' a 0> O ' . . ..,' ....,-,. ,0 ., " . ,.",. "-'..,....- ' .., Z 0 ..' ,-.,.",-, ',,.' ' ,. " . ,......,., ..' .' . Z :i~~; 8,-:S~""'0"~'~~~~8"ii~H _~ ". l5 g ._ .. c.",-. c -0 -~ .- <C .,' ._.w. _....1.... ,.' " ,_ ,,5~-i3.~~.6'6~U~.1?". o~ ~ ti .Q '" O ,;' ,.,.,..,;...'''' .. :.' " I. _.... c. ._1'oo>_toc"."'o~o~ r=~. 00>. ~' ~ .. .._ 0>- . - . " ---." .. O ,,' ""'N......-.. .,,' 0 " ~ "'.' 65g",oE~~_"':g;~"'-2 <<,," "-1 r= 0 ~o '" ",,_ __~_C-0." c. ,Q << o~ N ;;0"'t~~~0,l1t~""'!!~0 ~0:C '0 oCr: ~ ~ " ..... .>0...... - - . . ~ !.' ,.g,.",..,.o"~ 'h ~ .' ' ~'-- _ 1; _o"'3'".ol!c.-"'"Ez. ",'- 0 0 ~ s::: ~ ..' "0'" ...... . ..'- - U ,,' .,.",...,."..g ~:,." : liC (; 1!.5g'-0>5!:--0~~~:::~ ",,sii '0 W '" a '8 . _.........-,... o. ". .' ~ " ,-..-...., .,.. ..,..' .' , . . . .,._ ." .._".._ " l ..' . - . ., "......,...:..<0 0,$'" " " ,,_.~"""'OriE"'~008g~ :;;:-6 0 W c 1:3 ~ " . "..' ...,"" .. w>. .. " '. . ,"..,.' .-_.... ...". .' r::....... ..' o..,.'~,"'!"'" O~", d ,g. l:'"""" ~]: '" ,~'~.. '...'h .. : ' .. .8!l .. . ,.-" "'....". .,. ,." ,..' ifl ' . - .."............ . · · · · 0 - , . , . "0>- ",.0-0>0 ... C ", ~'" 00 ., ,,,,..:...,,....,, .' " 1<" . . . . .,'" .... .-. " . , , . ." !Z~ 0 3'~oE",,.:-080~''^~-0>. .2];0 01 .. w" .' · ,.-"'- -,.-,' '" - " r~' 0'" ...,..q..."..h 0""' '0 _ .... .,..". "'0'.' - ,." ". "'0 0- ~~. <x.,,~zg-o'--~;:c 5'6" ,,~ ~ "" "",,"'0""'.- '.' " ., "'. ;; ~ _.UC00U_,^,"''''' " ii- ~~ ,,- .. .. .,...,........... >.,'- .. >-'" l!ll _."!.1!~c.5~0>-.t.1?5 ~-- o~ ~- .s -'0 _~"'''_''.2 .c_o.o~o -8. "u cO .. " ..go,.",....,.-02 ..." ,- U = z. ~" '" o",-..ll 0 .._ 0>. ~. "' . U - 0 06 " " "",..",","'" ,:. h ., o. _0 cUo' '00- ",_. _ ,," o. .' .. ,"'~"! .,...... .'." ., w_ 0.500 <00": ;;$ "'''~o-' o."'~" ~ "'0 1:~ _N,,~;;;U;;;,^~60'~1>1:-,~~ .,,0 _2 .g ,. .. ...,' ...-...." .'".- ' ' . , :' .,., 'g' l'~~'" 0'.= ,.. l> · " ~. I' "'c'l"',.U,$': .>, '. ' .'" .. ' ....6......... '" .,.' · .. ., ,. ",",w""""'" ". b '. .." o '" ~ 0 5'6 is.1J I': _ 0 ~ ~ ~ ~ _ ~;; 0 :c ~ . .. 0 0 ~ oz.c_z'O-li'6 ~*:; 'ill 01:: ~<5e- :r:"o 0 ~z 23'8 .f:..... ~ B ~~ tl (flU l-C)z . ; I ccg 00_ o ~ I l:l'l8 fI) en :' N ," I O~." C s.- <.> - ". -:0.. 0<2>0 o >- ~ 011 S~~ "5-g ~ .... I :5,."r:: ____ W ~ ;:n, I ~.- ~_~ ......... 0 F ~ v'='a CJ">.~ 0 ::> " ">1 I ~:l!~ F > en 1~~ I '" "jjj _.1_.1 5~5 -- ..cb5 : ~w Ese - It'" ~iI.. I -- _ ;;; ...!1i -T- --, ~ii N : \ C) U>j I c:....c W:: ~h ! ~ 0 CJ =~ ~ ~ '1 '; c ~~;; H Ii;. .c O ~- Ob",.. I 0: '" I., g,!;. <:: ~~~~ : "lJl 011 "'tll!. W -,. ~5f~ I ~ I!...! -.~!l : ~ I - ^'" jl~f 1 .t~ ':J6~ ~[' Od"'l 'tt ~ ~ I U- 1; oJ. I '005 ,0 "''''''D '''''''''N 0'" '0 3 07'" OOS za~i:S, .1i11-JDrlO JIDIl'41JON oqllo DUll 11103---..., II v,2.. h _ _ _ Z \ i \ r9'rlL - - - _ _ _ _ _ ...... , - ... , ~ 9Q'l9t l ~.-......~ / \'" '/,'- O 'il \ .r"" '\ .;j \, '-. Cl I "'V.;j \ t. '-. ~ ._---): ( '-.. " I t \ "-- c........ :': I \ \ 1 J " ... c--' / .;j\ ~ ~ J!: f- ...." ~ ~. -.. /' <l ~ -: <l ~ ~ Q <( I 1! <l '" .to ." . l \0,- (') D ~ 0> / _-I _ -' -I ,. r t'") OJ " ...... 'f U') -7 Q " If) I // '1 ~_ LJ_ ...... I '.,;l \ \ "-... /' \ \ _ _ -C) <( :;::: \ ~ " I ~ '...... ~ <l I " I . ~ ',_, .;: ~ -) : \ / ~ ------ "- o - ~ i <l .;j \y \ .;j <r ''':~ Z ., . () <( ., i) ~ .g' 2. ~ bl! .;j ~ Ii \ l. __() Q l.L 3<li ,. ~ ~ ~ '" o 1; // i - Z&N ... "'" , ~ .&:._ ._11 '''', ~ ~ ":;II \ I- lS I~ ',,-- 0 .'~ . ~ L..........iI Z . ~~ -/ J ..-- .. ,........, ~ Z t -G ~ => lS!~ ... t O ~-'" ,-. ZO~ 1: lJ U \ / .:.;lj 1\ 4A \ t')- \ , \ \ ',' ~ \'" ,,/ ',,_-.. L J " -, \ -~- "",.i;( \- - / <l m L'" o' ~ <l I <l", .... ~.... ~ t....J r:fl -- 'S,.L< 0 ---- 1oI,.L'.!iO.OON 1_ _L ~ \ () Z I (J) .,j ~.;j \ : .;j. 0 O IF, :::> ' / o , ____ ~ 'il~ \ I I ~ 0 \ i 'il : ~ ~ -., :5 . r -, :Ii <( ii.h >- 0 I I Z .. -1 ;~'" c........ I- '2 2' J Ii;! s 5 _ j c--' L.J 'Iii N '" liil <i ~ ~ ~I .~S ~ U I I .'- " :liS i.~ ~-, , 1! "05~ L__~".LL'ON .J L_ l ~i i. i ~ - <O!! .~ D r 00-d1'l -, .;j _) . .1 "_.! r ..... , <( I : - !!E ~~~ ~ ,~'" ~ ~ _J ," ", . 0 r-.. 011 I I.J_ L__~L"h.t!W__-1 __ . r:fl Z OO-ilf,- -, )-. ~ , . :) .., / --- ~ III , N , '\ ~ . , ~ 1~ .,j l ~3 : ~i~ . /\ -: U 5.t ~. \ '" -lSOf " \ ~ o ~l'l ~ \ i _z.... \ '......1\ ~ ~!~ <l \ - ~ \ ,-,---" 1;;1 <l / .:;__ ~h " .....' ~ \ , '----- --- f --- ___ , , 'O~ JO J01Alntl In'''I.AJON 041 JO ,,/ JOlJDntl llDeI.AJON OlD JO DUll llO", --- C =~ .i. 1. '-./ "i c ~ ~ ii , , Jd ~ :z: 0::: III W C'l 0 > "- 0 W en 0 I! - v.., 0 > 0"> ~ ~ z - 1:'\ <(C; :z: III W .-I = lL. ~'O S " Z~ z - -; " <!: o ~ f ~if cr'g . 0 ~ .. 1 a >t.e ~ 15. " >-j!:~]t~ '" :l5::E 00:: '" ! is ..l' o::.c t 0 ~ i ::IE= I- a" 5i ihl - "'SU1" ~ ...... 0'" " Ji -8 Ii Jl! ~ip5 ::I E-t ::1- f= ]5 ~fl8 ~Ji15. " ~ ~ I C;.x ..= ~ aG( li:li ~ !i!t ...... til " ci ~ ~ 5c;Gt Sl'l Ol~ E '" ~ '" i'ii15.b" G _I ~ - .r:; un.!ll I~ ='=-6. ~ ~ ~ ~ l"..5'V Z i >tg~S ",z ]; ~5 z ~ ~lHl II ! :i f--:I I ~ < o! '0 oJ! ! !I .. u :I: lGlIJ~ liS .s j II "E ~ ~ ~ 4: JH!! ij I ~~ i ~l l!s ~ 0::1 C;.. ~ ='0 5 ..~ G = . z::l I == 0 ll' "_ - h=c;i .!! 1I St '" " Z t-.liJ!' = j!: .. - ~ .s 4: :511lil G l!s I E ~ ~- E-t G 15.~ 1='0 il ..J = ~15.3! ~ G 0 I.&.. ~ i5 ..it z 0 1 il "ll 11 ~.g~ g .!! ~ i3!15!a ~ I~l = ~ "II ].li Ii 5 5 Pip H ~ " I ~ '" j8 z d! ~ ~: ~.!! "'ol ~=EI:l! .. ::> ill'" U !~ " d..til S S 0 0 t ~:lU il f= ... " Ii"s 25.ga () .c E II< 1 jlr~; ~ E.c m ~~:~~ iil '1 ~ 58- r.. .!!:f ~ ~ ~ -I z i ~fill i:~&~ ~ ~6 g ! ..: = 1 ; l!sl!s fa: ~ - E Ii I ~ { 1".l1 = I!!~ _I g ;j 15j rn .c::-~-;C; ~~ d ~ J!' ~ II ~ ~ -=,,== Z 0 ::s ::s :I .. ~ "'0 '" ~ 0 52 1 Gl ~ ,,5'O~_ Ii l h '" i 0 S ~ 0:: .... ato L\J:5 . . ~ . -j I S l~ ~ 13;1 G-!l82 le~~2'!!~m~= j _ 0 G I ~ ! ~ 5 .E .E ~ ::I ::I U o. = .!!I -~~'O::I"'i'.E'Of5 0 "5 = 1 s; ~ d"i' I~llzs~l!ES "'Odo ! I ~ i~ 1 ~ .c ]5 I - ! ~ 0 ~ ~ 11 i nli~o~jib =~i~j.d ~ I 6 ~: !. ~ ~ .c 0 III ffi 0:: :a: III a w ~ > I&. 0 W C") 0 I! ~ > c..., 0 0'> ~ ~ z:: - t:\ <t :a: W o-J I III (,) z I.J... I Zi <il I ill -< '" 1 Z W '":J 0 /:iE on i '~! I iH I f1 ~L;! 0:: >- "'* I ltl I~ i ! o "1 0 f- 'i ~ - - _.J - ~J!! -.f- -l !il it dl <.) ...... Zi5 I )0 ~~ ori "ilt J;!: !'.I E-t nl, I l i! u;~ ...... I ~ ~ ~ I II ~I~I ~ ~ . 0 :iil ~-~- I < <( is ~ 1!; 0 - ~ z .. <( ~ == ~\ I.&.. .. " 0 ,/ E-t /' ~ , ~ ~~ z 'ot" :::> ~ 0 , () " ~<, ~ " .' 0 <".) ";r., ~(" "" "'- ~ ~ "'- , " ':' ~....a. ""- 0 <.1 (J ,<' rn (v",- p c- '::J "'- \l} Z ,<' ;1 LO Ii v" % } LtJ 0 ~.l9!! a:: "W'ftT ~f 4( ~ U N :) 119 (] ~ III >. a:::: 0 ~ -p 4_ 0 () U Q ~- Z <( - _J I 9 -- .. I.&.. I ::~ Z 0 ~~ 15~ 4( ~ \ .. ,,~ J.i ::: 0 \ ~ ~~ 15 () I~II~ E-t \ __.L_"-_ ..... ..... I 15U ~ \ .Ij!:f \ ),t ~ ~ \ - " / E-t ,-- lSOZU lll:.... u____ h __ rn ~ CeO 00-= rnrn - t:L.u eG)o -><<-0 rn CCrn 0:: ::c<C <C o ~ = ~ ~ ~ :~ . I !: - Lr"\ <to. ~ .~ 0. ~ >. ~ W"~ ~.. ....... +' a:S? c O'l ~,:::i (f.I"t) Q) 0 ~ 0'1 '-" :2 I. ~~~0~ ~ 2 t;-g~E o -r LL- +,co8C11 g 30+'-o ..... 0 .,gE'O (I'l Q) ~(/l>.-8 W ~., .... 4)"00 C ~.......o._ - . ,- -g g ~ c :i 0 ij ~ e ~o~cc E>~ 0:: >- ... "'~ . ~ E'- l-.... 'h'_"" >. 0 <l.l (Il <( Q) .... CI'l ..... 0 (,) I- t:i.!~-8~ >- 5 .2(J~~ "- ~c~>.- ~ 8 Oijc~ g., - L..J'-:;:;O ~ ~~~.Q Q) (.) C>o3~"O ~ C'i:..o- ~ ~~-~~ ~ ~~Q)~ ~ m~-aog., ~ ....._~~Q.l oi 1:: ~g'C~'~ .32 ~_~E g: 5 o '6o~ .v oQ)Q)~ '" ~ 0 Ul511ll/111J g~ -g:g~~ b 0 OC6~.D ~. <0'0.'- V) 0 "0 OJ := 0 u ~ g;...... aL5 '0 ~ ~ - 0 c >,-"li ... 0 c.. c: Z c ~ii ~ a ~ .2 ~ .~ ~ ~ ~: i ~ :c ~-fii -g 0 .~ 5 w 5 - 1: ~. E --;:'~..cu ...... c 0 0'>(1) 0::: :;] c~{g~~ U::i 0 (J.Q UaizE ~ '0 o ~ "0 ,,:C ci 2 ~:a.m ~m >. ~ g ~ ~03~g IIIg "0 erE u'-~o ~ t ..0 Q) O.....D QJ II> I E ~ 0 'i:S"':J:J 't:t: t'o ~ 813 lL. ...J g CJI 0 a. .,g .1: 0 U ""::l 0 <( -8~Q)t>3 u:::E 0>' >.. ~CI) >- >.g:S:S z::ii.o ..... '0 !:::... y:: tOc_'-" -g "'0_ () g. _ O tl1iJ'-O. If) .... Co. lIJ 0 0 g-:e-gF:8 5. ~ o'S i!:::Ii: >. Z a:a E ~ ~ v g ~ ~ u. ~ ifl <C . 0._' E 0 - 0 I :s~~.:~ ~ -g ~5 == "u.... '0 '0 ~ .s 0 ~E ~ I. $>.~IIl.o v " c~ :::I ~ L.L- O~SC:Vl .D ~ ~"O 8 14 O a.... U O::E "'tl 0....1-4) :c a c: -c 8. . Q.. 0.... 3. >- .... -c lIl~.S -c5 0.>,00 t: c c:-cv~ G~ 00 - 0 0 o-~g-c ~1Il 14-c~lIl ~ >- ~g ",. o~ 0 C~ ~ v ~ .- .5 C , . I.Q 0 . l- :;-o,g1!~ tj(/) .., ~.c.N 1) > ... -0 0 -0 v' .- -0 b. < Z ~~28~ 145 ~ ~.g:8 g. ..... c: O..J I- III :;l -""'\ ~ .3 I\) ~ UI ~ . Vl 8 Q.V) a::: -c --' c:Ec:-o _I: Will >.. 0 c: O OQ):);)C CO '-vOt") >- 0 ..c:tla_.2 u~ ~:5:5-cO ~ -0 ~ U ~ ~Eij g ~~ g ~~o~~ ~ ~ :5:=aeg t3 ~~ ~ ~~(II-gc en ~ >,(J_F Z '-'i: Z <Coa.o.2 ~ := ~ "g ~ ~ Z 0l.J: Z (.) t> :;:; 'C 1:> z ~ lf1 \is-ao ~~ .50 :i -~.gal4> 5 ~ (J (.I ~ ~ ~ ~ 0 l5to:: . .:: :5 lii ~ V> (.) ..... >,0004) 0>- U p.:; OQlE0'0 0 .g UI .2 g :5 ~ I- ~ ~ > 0..5 E <l).e ~ Q. ~ :u::o-;o <5 ",15 g .~118:5-5 ~ ~ .t:.s!_..c:J: 1-0..c.J: z .s::.E41"-- <( l- _0.0.......... (1)(.) 1-(.) <( I- ....Olf) ~ o ~ ~ E ~ ~ ~ ~ 0 ~ "0 'ii ~~ -~ Xl n:::: ._ ..; ~2 ~ III ::: ~ ~ g CO W !t N Q):f Q.I:5 ~ 001-0 l5 :i o <1l 00.5...... _Nt:c (I) . > ..... 0> C Z -..... C'llD (0 I") 0 0 c. _ >- C Q) Q) wI") Q) c: 4> C ..... O -0 0 ..c"OGJ41"O ~'O ci ....0 Q) C 50 0:: .....-:5-"'0'1 1Il_ giS (I) j ~ :;::: CIl '.. ..~ t')....Q)III'l)-CO 0 ~ '0 8 o o~ -S ~~ lis_o~..c~-og-~ -o~ a., &.5 UI'~ ~oo>~t::'=8.s22 E-c 2ol&: 0 Z 5~ ~ ,9-c ::::ICll.E....~EQ).~_:i 4,).... VOl ~ <( 0'0 ~ ~~ ~~.~oQ)~;:.f>; ~ ~ .:5'" ~ ~ ,2lU _ ~1Il 1I'l'iig'Qlgcnlf).....""c l/)3O: ~ g !L3 ~~!}. ~~..og~*~~-:g g~Q.. ~ ..... . l..L. ~ Vl 5 ri'- € III '0 .s - l:;,-; w co U -0 " .!2 8 ii g t:" 0 N" o~ .!a.-IIlC01.....0 -ot:J:: " :.:: O '-0 U C z.....--O-".-"O.::>t. co- fI)"- _0 U ~ -a 0 gO 1Il 01'& o.2N E g Q.l g 0 III C 2 ~ ~ 00 fI) o~ ~ ~.~ :550._,...<O:!:~g<( V)6o . -. Q. ~~.~ >- : C IV- cIV(fJco,c(fJO" ~-J~ g;;J, (fJ "0 e- s'O < V)~ '0 o':5~gg ~"']!5 ~ u J :g!:: 0 10'" ~ ..:?:- z' '0:9 ~.602.g.....Vl5.0""OE ~~I/I 0 9i: i '0:5 o C 0 '- b ~.... c..... OJ Q.l 01 00 ~ fI) 0. U 0 (II.~._ U ~5 E IVg: ogq;oou"$_~ ~<(o 5 > ~:at] 80 2 ~-o 6~~~8~~.~~o g~.e 0 g 3 ~ O:'E Q.l~ <( gg'-IV-a-Ez gso~ .2 E2""= .!2 >-.g 01- ~ _'i ~ E ~ ~ 1il~:5,.,-8 8 ~ ~ E g 00 _ :5 0 15 0 :g.!: 0 ~g 1~~(II:O~~""'5~ t'3(/i $ ~_ ~ ~ IV U 0 >-. E" ~ 1.2 ~o 20- g,:~(/l 'IlIV~ SO 0" e.s Z~ o $ VJ 1; Q) Z ...'O.~ _ ~ 8 ~ 01 Z 0 :5 >. ::t ~ IV _" <.) 0 (/l 0:5 01 E l3-.t c g'tf)O " ~ 0" .....8 -~ z z..... :S~~ Wl()~"O.....:::i ~ U:-;; 2.0.. Orl/ 0 ClJO 'Il CiXI(fJN"""v(fJ~ c;i):J U I ,go .=:>, ~:5>, .....-82LO-gO.-;(O,Su Cio"C.s -oW t 0.....1: oc.!2[{Jo J::~.....5 III 0) .. ~ u 0 ~ .... 8" Q.I u cu.!"""'E 5 "0 III 0 O'>.go ~:? z ~-; E~og.lKgr--.~ :r 6~8- ~(fJ ]~ ~Q. 0 'to 0 "'''OS......aJVlv~ "00 0._ ite V> " ~ 011I o~.eO'l :6~~vVJ ~~'15 U:5 go ~~ ~ 6g' ~cnOiXIlII <oc[lw ~:J{:;~"" 'tiU Q.'E ~ ~~ ;~6~~~o:5~G ~~Q) ~~ 0'0 4J(fJ :r cu...c:C_:JC(II Q). oJ::..o..... V,I...... ~~ O:c,S ~'E-(fJo'EoQ).;..;"01O Q.l-...... eO ~c J: . :5oo~(/)l.lJgQ.l"":'..:>I:' ..oo.,!! Ot ~ t-g' 0 O&': 'Il""..c:QJO 2~"Ug' 0:30 00. c"iij ~.- "0 ZC Q)OLuN~1II .2:,:: - :I.~ ,,0 Q) <ll m~ g IVi :5g,:~~&,:g:o~€~g IVo.~ 'go. ~ ~Q: (/)'0 ~ -Q) """cuuovo""'E E","'Cl fI) 0 ....CI) ~- q -;:.; oa.~..6.~_~Z.......... g:5o 'O~ (J) ~o V>~ , OC g'~--g-803.....3.3~ \10-5 ~~ ~ .60c"g fS- ......a .uoo:9,....Nwolji.....'" :5-"0 ~ ~ Q'lS=:'::; 0..'0 J!? cU io,-b"011118..c.0~ "'Cl~ c:c-g ::i:l.J... '5 ~ 2 ...J .... 0 0.0 E .!! ~J::.:!:!-g c""" ij:;; Q) :3 0 (fJ &. t... 0 O'>~ 8- :;i~ F a o:~ E€c"~g8~-a;Ev g~O: ~'Ui o~ ~~~ ~~ 5 ~ ~~ 8~6~~'E~=a.!8~ 0'00.. ~Q) ~z ....._0 o rI/'O.!2 :1:..0 ~ is 1? 81? ~~ ~5:5.s2 VlO t-"""" 1 ; . I/) ---............. cc:g r.n ~ lj J\ 11\11 InnL.J ~J\ 11\"-"'-'(""' J\ In I \..f] 1 ~-]LJ"""" ~ 0-:,. 13 _ ,..!::I \ 'lVI-L-l'-.J\.J V I ul'IV.../_J....) I 'lV....L{__J...L......-_.Jl ,,/ C ~ . - 0.. ;I! CO U i d .'" .sU Q) 0 r~' 0 ~z ~a.~ o~ ~~ ~ '" ~ iji io!;; bffii'5 :J:<< <( ... EO ;""p <!;iF ~ ~il ""8 gwlS -- F ~ ..l :~ Z \ _G!;l o ~ ij"' ~ · Ido r-----l .-f"t Z g g i ;j i~; \ h~ I 00'08 I,.. ~<( ~ ,,~~..,o,,!~ \' I _ is.a::l! Z E I ~ " ""11::- - ;!; 15 E ~" I. iI \, ^ u... ~ 'a -'i 1:15 g \ I f't') ~ o W - ~ <::1 ['O.!! ' 1<;1< r.n ,,-.. ... IO!F O > 0 ~ .! I E p~ --------- ~!:i >- tS 0 1) J: e <n o~ f- W m 0 VI ~ H ,ti &' I 'O~ r...' z, C-~ 0 ~ .ll ~ :::::> > en g ~ . 0 MS~,lO.~osslll o .- Z to'g :: 0- l!'\ __ () W .-=t -.. c . r...' .....". I. n ~Oc-u- I n c!: 0 I <( 0W~ Vi I.rti 0 0:: >- ~ 0Il!f; i C> N W"", >-.... I nlo ~ ~ >U- I- ii1~ I 6~",li n o _ ~ ~ 1111 I ~~; 8 L1J ~ o (") z ..t.J '1",0;1 c' ~ ZIT: ~ -r -, '.~i~ c. ~ <( LIJ ~ ~ IrlJ I ]5ii~ <( 1-- ~z I lI)it/l: ;;.J l.1- I- - ~ w I oJi i; ~J7 ~ 0 <(" ~ OIl :lnll ~- ;;~ ~ I .) >- u. I ~ I- ~5 I ~ 0 . < - - 0 19'''lZ -- "'""" U/ \ / 'it : ~ ~ L~ / ;1 I ~5 ~ () LIJ (/J n LtJ c. c. <( ,~ .. ^ u. " <. =) III ~ ~ ! .;j ., .. () c- iJ:::' LtJ c. <n Ld -- _L "lS () n LIJ c. __ 1-- r -----{ r-----,' ,------{ r ----,/ < C I I oo'sg /1 I 00'99 II I 00'99 /1 I I 19'ge ,f .J I ~ I 'I I II I :1 I I :+i t CL r- IS I I I I I I i8 at:! ~: , 1- ~ I I I I I I 1- :o-j .) Ii II II III <DinE i.. I I I I I I I I <<> 9~'O _N _j[S~___ __oe"':'S9__ LJ_~~_J L__ooJfl__J L_...QO~__J I l.~t!.':'l ~ ~:~_ JJ. ,- t: I : : :,: t'") ~:fia , ~~i f \: : w : ~ : b : ~ I : z'Oi~ '0 i-E 6t'tt'St 'ON ~a.llld / ...... \ <>8oe ~OOI ~l"''::::: w \ ;f) ~ ~ N I; 9: N III f N ~ZN 8 t' , I , ~ S!!. I ~ t (/) I m I m I t as_I") siC \ ott') " I m: I I I I / I .:5t i~~ \ ~ ~ l() " IUl "... [ l l : : / l I ~'O~ ~ 1'00 \ - IX) " -..3'.""', __-, +> I ~ N ~ /" ~ ~.,p ~ ~UOW88oe .(~Inn pUD 86DulIUP ..-r...-:.::..- ____ J ~ h 1 1 cnt4") ,... '1o,,\~~Qo /~ , , , , I ..- .ll I IX)'r"" g ____"1 ~ 'bQo ./ , I , I \ i!:68 \ <n { '$ / \ \ \ \ \ \ : \ \ mni9 \ 00'!i9 I OO';g \ OO~9 \ \ --.l -~ _ _ 'M'N .-illjV^3ln08~, NOSNYJ:L.. _ _ _ \ .. )!J=:.--~.:~=-~=\.r---~~~g~---'=:::;'-:'- __ , ano9" _ ...,~---------I\r----~~ 1~ 0 I 3.6L,ZO.OON - - - _1_ _ LS t9L _ _ _ _ --...9ttl09 "ON "OO(J .-d - - ID~ I '--- 6'.n::Lrl----- ~!Jl j ....z: 'd~ "tt 'dMl : 3 6110 OON usodlnd ,(~lIfln pw pow :fi II I 3,,6L,'lO.OON ~ (1:j Ii ~ tt> ~ ~~.; ~ E ~ ('.I UO't:N lill!.' - ~_'. :fi~<<~ , 1:8~ ~8l'i:::E 1/........; ",-...,1\ r 'LJ'U''''''''''r'\) n\I'-' ^ -'-lr\'-"""-] 1\ 1(\:::-''' I\--1LJ _. D:: c'l'),l;' ><, VI \I I I V ::...::: ,.I \.JC:! V I \_:J II IVC, I \lV01 \l V I I :5~f;i.. :5 ,C \ '-' - / ~.I') 'bt" Zf; ~ZI-G IDlDlst - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _t=:5ZI- _ _ _ I . ~ CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE Januarv 19. 1999 AGENDA SECTION ORIGINATING DEPARTMENT Approval of Claims Finance ~ Jean D. McG I ITEM NO. Schedule of Bills I REOUEST: The Andover City Council is requested to approve total claims in the amount of$ 1.271.131.74. BACKGROUND: Claims totaling $ 54.537.38 on disbursement edit list #1 dated 01-12-99 have been issued and released. Claims totaling $199.166.86 on disbursement edit list #2 dated 01-19-99 will be issued and released upon Council approval. Debt Service payments in the amount of$ 1.017.427.50 for payments due on 02-01-99 will be wire transferred on 01-28-99 upon Council approval. Date: 01-19-99 Approved By: Bond Payments to be wired to the following: Due Date: ,~ 2/1/99 To be Wired on 1/29/99 Payee Bond Name Principal Interest . Total Amount , U.S,Bank Impr. Bond 1993A - 40,788.75 40,788.75 1988B State Aid Bond - - Impr. Bond 1994C : 110,000.00 , 24,546.25 ; 134,546.25 Impr. Bond-1995A I 230,000.00 i 55,007.50 I 285,007.50 Refund. Bond 1995B I - 6,591.25 I 6,591.25 i Cert. of Indebt. 1995C I 150,000.00 r 7,806.25 : 157,806.25 Tax Iner. Bond 1993B ; - 6,220.00 . 6,220.00 Tax Iner. Bond 19950 150,000.00 ' 146,100.00 296,100.00 Tax Iner. Bond 1996 49,631.25 49,631.25 Impr. Bond 1996C - 11,506.25 11,506.25 Refund. Bonds 1997C - 9,292.50 9,292.50 Cross. Refunding-1996 , 19,937.50 . 19,937.50 , U. S. Bank -Totals 640,000.00 . 377,427.50 ' 1,017,427.50 , , . -_______n I I : , , , I i , i I i , I I , , i : , i . I , , I 0::Pa:1 .............-to l':4t:J... if :> 0:(... .. 00.. to ... "'" . E"' z Pa:1... ... <:>... ... LZ.8 :~: o . . ~ ~ : .........: .. . . ~"' . *" . CJ 0... ... >. . ,. . tIl e::... ... H 0 00 to to o..-l ..".,.... it tJ Ol.ll... ... ~...:i. ... ttl lJ) c) D i1............... E-i IU \D :............: ~ .9~ -to ... ~ ~ ......... it..... tlI . . '" :~~~~: ~ ~\D -to .. ~ ~ . . '" if a"t O'\CI'IO\ ill H to .. Q 41 lD to ... 0 ~ ..........",... 0'\ ~ttl M" .,. CI'I 0. -.-4'" ........ tIl lIlo "'NNNN. N .. ".-l Pa:1 ~ ..... -to ......... tIl r-i o :M..-l..-l.-l: ~ ~~~~~~ ~2 ~ :..........................: ~~~~~~ ~ :::J.."" :E :E :E :E :E l--4 41 ~ -to -to Pa:1l':400PrJOOQ ~ 41 <II .-t...-l........... . tIl tIl tIl tIl tIl C ~: : ~ ~~~~~~ ~ tIl "0000.. W lIlolIlolIlolIlolIlo~ 0. -to -to :E ~ tIltlltlltlltll~ -to -to :E Z HHHHH E ............ 0 W COCCO )..l ... .. tJ :E 0 .......... -to.. :E 0\0\0'10'\0'\0\ "'- -to -to 0 Cl'lCI'ICI'IO'\O'\O'\ '" -II .. .. .. .. U ....................................... a:I .. -to 0\ NNNNN.,. 41 :E .. -to 0\ 0:( .-l..-l.-l.-l.-l.-l ~.-l Pa:1 .. .. N E-i ......................................... 0.0 8.-l -to -to .-l 0:( .-l.-l.-l.-l.-l.-l 0 tIl.-l... -to .-l Q 000000 ..(J >t .... .. COlli tIl \0" ... 0 'r..n \D f"o a) O.-l C en ...... to.... 'f"- t"- r"- r-- (I) (D 0 0\ ~ .... .. ~ I..........,...,..........~ )..I...... < f"o" -to 0 I I" I I 1 .u 41 N H.-I.. .. IU c.. Q I CI'I CI'I CJ'I 0'\ 0\ 0\ t).c:.-l U -to -to M ~ HI 0'\0\0\0\0'\0'\ ~C...... ~O'\: : ~ ~~: ~~~~~~ t~~ 2;0'1.. .. 0 ~ I NNNNN.... lD 1-1.......... ...u I' .-l.-l.-l.-l.-l.-l C~ tz.:: : ~ ~ E1: 8888:=::=: H.g...:l U......... .. p,. e:: 0(' I I I , ,. C t'J 0::.-1'" .. 41 Q I a C,QOQ::E ::l lIlo 0 .. .. .. .. .. .. IX IX 0:" '" > ~ ~NM~~~~~~~~~ ~OM N M ~ ~ m~O~NM~~~ ~ o ~ 0 000000000000 O~M M M M M ~~~~~~~~~ M Q Z 0 000000000000 000 0 0 0 0 000000000 0 ~~ H 0 000000000000 000 0 0 0 0 000000000 0 ~ ~ 0 000000000000 000 0 0 0 0 000000000 0 ~~ 0 0 ~~~~~~~~~~~~ ~~~ ~ ~ ~ ~ 000000000 ~ OHm ~~~~~~~~~~~~ ~~~ ~ ~ ~ ~ mmmmmmmmm ~ o ~ ~~~~~~~~~~~~ ~~~ ~ ~ ~ ~ ~~~~~~~~~ ~ >ON '" .. , H", .. Uo :- , 0: ... o 0 ... '" "' ., " cr.trntl)tI)tI)t'ltlltl)tI)tI]tI){J] '" ~~~~~~~~~~~~ U N ~~~8~~~88888 H 0 tl)tI)tI)tI)tI)tI)tI)tI)tI)tI)tI)tI) ~~~ 0 ~ o M MMM m ~ > ~ ~~~OOOOOOOOOOOOOOOOOO MMM ~ M m ~ ~ 000000000000000000000000 000 ~ N ~ H ~ tl)tI)tI)tI)tI)tI)tI)tI)tI)tI)tI)tI) NNN M m M >: H .. ., U .. 2 MMMMMMMMMMMM 000 0 M ~ MMMOMMMM 0 ~ NNNNMNNNNNNN MMM M 0 N ~M~M~~~O M o MMMMMMMMMMMM NNN N M N M~MNMMMM N (J . . . . . . . . . . . . . . . . . . . . U ~ 000000000000 000 0 M 0 ~ MOOOOOOOO 0 < 0 ~OMMO~OMOOMO o~o ~ M 0 N O~M~~~~~~ ~ ~ ~O~~~~N~MN~M N~O M ~ N M ON~NMNNNN N ~ ~ ~N~~N~~~M~~M N~N M ~ ~ M N~~~M~~~~ ~ N ~~~~~~~~~~~~ ~~~ ~ N ~ ~ N~~~~~~~~ ~ o . . . . . . . . . . . . . . . . . . _ _ . Z ~ ~~~~~~~~~~~~ ~N~ ~ ~ ~ ~ M~~m~m~~~ ~ ~ 0 000000000000 000 0 0 0 0 o~o~o~~oo ~ ~ ~ ~~~~~~~~~~~~ ~~~ ~ ~ ~ H W~~MHMM~~ ~ ., >0 .. a:I tQ < tIl 8 .-l < 0. I < r-l ).I tIl tI1...:l tIl .... < Z 00 00 0. 00 II1 0. 0 U 1-1 U tIltlltll tI1 1-1 1-1 ~ tI1 1-1 tIl ~ ~ ~~~ ~ t ~ ~ 00 ~ ~ ~ 1-1 ~~~ ~ ~ 00 ~ ...:l ~ 00 ~ ~ ~ ~~~ ~ ~ tIl tIl ~ ~ ~ tIl ~ ~ ~ g ~ ~~~~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ < ~ 8 8 0 2 1-1 0.0 0 00028 ~ 2 t ~~~~~~~~~~~~g ~~~g ~ ~ 8 ~ tIl~~~~SS~8g ~ tIl ~ ~ 000000000000 1-11-11-1 ~ , tIl , 8~1-I~~~~~tIl 1-1 2 ~~~~~~X~~~XX~ 888~ 8 0 tIl ~ ~tIlOtll8t1ltl1t1ltll~ 8 ~ U 0.0.0.0.0.0.0.0.0.0.0.0.0 <<<0 < Z 00 ~ tIl~~~<~~l-IooO < o < 0000000000000000000000000 ~~~Q ~ 00 ~ -< O...:lO...:l~~~~~Q ~ 8 ~ ~~~~~~~~~~~~~ ~~~~ ~ ~ ~ ~ ~~~~~~~~~~ ~ < < 888888888888> 000> 0 Q 0. ~ Qo.~o.oo.o.o.o.> 0 . . . 8 m ~MN~~~~~O~~~M ~~~M moo 0 ooooo~~ooo ~ ~ 0 ~~~~~~~~~~~~~ NN~N ~ 0 0 ~ ~~~~~~~~~~ 0 o ~ ~N~~~WOOMMMM~ NN~M ~ 0 0 ~ ~~~~~~~~~~ ~ ~ ~ ~M N NN~M ~ W 0 ~ ~N~M~ ~~~ H -< ~ M N MOW N .. .. 00 Z tIltlltlltlltlltlltlltlltll Z tIl Z H 000000000 00 g ~ 8 ~ SSSSSSSS~ ~ ~ 00000000 tQ 8 , OClOOClQClOQ ~ 00 UUUU Z ootll ~ 8< 0 ~~~~~~~~~ 00 re >>>> 1-1 ~~ ~ ~~ ~ 8g88gg8g8 ~ ~~~~ .. UU 0::........0 tIl ~OOOOr.:lOOOOOOOOOOOO ~I-I ~ ).I 000000000000000000000000 tIl zoo ~~........ OO~~~~~~~~~ OZ 00 ...:l UUUUUtIltlltlltllUUU Ztlltlltll 1-10 00 OO~ <8 Q ).I' t;;:: ~ ~>>>>>).I).I).I).I>>> 8~fflffl -0 ~ ~t; !€~ g;~~~~~~~~~ ~~ ).I.. z Z ...:l~~~O::O::...:l...:l...:l...:l~~~ 8<<< UZ 0 00 Ot/1 UtQlI1lI1lI1tQtQlI1tQlI1 0::< tIl~ 0 0 ~oooooor.:looXXXXoooooo <VUU 01-1 < U8 ~ r.:lZZZ~~ZZZZ ~...:l M 1-1 Z ...:ltlltlltlltlltll8888t1ltlltll U tIl~ 08 tIl X 0::000000000000000000 tIlD:: .. 8 ...:l ZZZZ 1-1 -< tIl ZZ UM > UUUUUUUUU 00 ~~ 0. ).I 00).1).1).1).1).10000).1).1).1 zjj...:l -< 000 1-1 ).10 ).1000000000000000000 ).I> I-IH 001-1 0:: U...:l...:l...:l~...:lZZZZ...:l...:l...:l ~OOO ~ XC 80:: 8Z 80QQQOQQOQ 80 U ~~ ~ X~~~~~""'''''~~~ ~g;~~ ~....e:.~:3)04~... ~...................... ~... ~~ Ztll Z UZZZZZ).l).l).l).lZZZ 0888 Z).I Zo. 00 0).1 0).1).1)04).1).1).1).1).1).1 0).1 Z~ 00 < OOOOOO~~~~OOO UOOO OO~ 000 <Z U~ U~~~~~~~~~ U~ 1-1........ ~C ~ OZZZ~~............Z~Z ~XZ tll... tIlO N ... ......................... .. ..~ g ~ .. ~ ~ ~ ~ ~ ~ ~ U........ Z ~ 0:: U 0 0 0 0 0 0 ~~ ~ ~ ~ :ii:ii :ii :ii :ii :ii :ii "'N '" 15 '" "'''' NM~ '" 0 ....NM ~ "',. .... CDO'\O....NM~Ul\Dt"-CDa\O '" .... ........ 000 0 N NNN N 00 0 OO.................................-+....C"l " Z 0 00 000 0 0 000 0 00 0 0000000000000 ::!['j .... 0 00 000 0 0 000 0 00 0 0000000000000 '" 0 00 000 0 0 000 0 00 0 0000000000000 " ..'" " '" "'''' 000 0 '" "''''''' '" 00 '" 0000000000000 0 .... ,. ,.,. "''''''' '" ,. ,.,.,. ,. "'''' ,. CDCllalalal aJ(IlCDCII alai aI CO 0 ~ .... ~~~ ~ ~ ~~~ ~ ~.. .. .,..,..,.""''''''''''''''''''''''''''''''''''''' >ON '" " .... ....'" .. Uo :: '" .. 0 0 ~ '" '" '" " 0 ~ 0"'''' '" '" O....N '" "' U ........'" N .... 0'" N .... '" MN "''''''' .... .... NM'" N ........ 0 '" ....M , , , "' 0 "'~'" ,. "'''' N i:: .... 00 "'"'"' '" ... ......... ,. ...... 0 '" NN "'"'''' '" ... N.... '" 00 0 .... .... ........ ,.,.,. N 0 .......... ,. ~~ ,. '" .... " '" U " 15 ... 00 ............ .... .... 0",", .... 0", 0 ....O...-lMMOO....OOMOM '" "'''' NNN N 0 "'NN N MN .... OMNMMMr-tO....MMMM 0 M ....M MMM M N NNN N "'N N NMM"''''MNNNMoqIM'''' U . . . . . . . . . . . . . U 0 00 000 0 0 000 0 00 0 0000000000000 " '" MM .."'"' "' "' 000 "' 00 M ....O....MM....""OOOOOO ... "'''' "''''''' '" N NNN '" NN ~ ...."".,..,.L/lO\O\OOOO"'""" .. M ...... .......... ... '" "''''"' '" "'"' '" .....................-t....NNNNNN ~ .... ...... ~ ~ ~~.. .. .... ~ """".,"" ""..."""".... "".."""" " . . . . . . . . . . . . . 15 ... "'M .......... ... "' .......... N "'... ... .................................................... 0 00 000 0 N 000 0 ~O 0 0000000000000 .. ... ...,. .......... ... N ........... ,. N'" '" .................................................... . "" > " " Zz , z " " .... '" "'''' " '" '" '" .... .... '" .... .... .~ '" , , .... '" '" '" '" '" '" '" ... '" ""'''' '" '" " '" "" ""',, " " " "''''''' '" '" '" " ZZ "'''''' Z Z 0 " ...."" " " .... " 00 ....".... 0 0 . "''''' " " '" ........ '" '" .... .... " '" '" '" "'Z f-48Z00toJOoZf-!Z8 .... " U '" ,; '" UO c:ic:i8~~~8c:i8c:i 0 '" ~ ~ :l .... ~~~:l ~~:l " ........ " ;]i .. Z " r...e-. E-d-1E-!tIlrz.tIlE..Q..q'1E-4 . '" " .. ........" .... Z...." t'>.o<C tIltllo( r... <l1.I<tIl " Z "'0 taD:1taO '" 0 ~~~g ~ ~~g " OE-tMI-IHE-tClOOf-!Hf-tH U U "'U" ZZZE-I Z Z O::Ze.:)('0:::2 ZO:::O~O " " .... ~~O::: 000 0 ~ ............ .... "'.... .... ~OO~rz:lOH~HOr:aOr:a 15 '" :c:c:co:: '" E..q~ 0::0:: '" >"'''' ~ o..Xo::o::c.E-I 80.0:::""0:: " '" 0 o.o.P"O '" c:i........0 .... 0....0 r:a~~;;;~~~D:1~~~~;;- 0 U "'"" OOOOrz:lQ ., '" """ " "'"" U '" ""Z ~~..:n::: ., Z Cz1 0."'::1.. Z '" o.",Z '" Z ..Jrdr:a tLI2M M l':il U ., ....Z'" l'Ilrz:lrz:lOO ., '" OotlJr:Llr:LI '" "''''''' '" r:r:I tLlOO o..rlla. 0 0 " '" ......> """> " " 00:::0::> '" ...."'> 0 DE-tE-lCOE-tOOOE-lOE-lC . . . . " '" 000 '<l'MLIlN .. .. 0000 '" OMM 0 IDOOOOOM'<I'OO\OOO 15 0 000 ........,....0\ ,. '" .... 0 ll'l \0 "' OMM '" MONOO 1.t'I1IlO'\O NotINtO . . . . . . . . . . . . . 0 '" "'~'" l.nCllNl.n M ... l.n'-DU'l'-D ... 0"'", N .,.I.DOOl.n<J'll.n....Nl.nr--.....,. ;]i ,. N....M "'M 0 M .............qo ,. "'MN M Nl""1e"1.... M.... M'" N"'''' .... "'........ ... .... '" .... '" ... M "" ... N '" "'''' f: . . . . . . . . . . . . . .. :l .. UU alalalalalalalalalalalCQCQ .... '" 0 00 0 ::E::E::E::E::E::E::E::E::E::E::E::E::E :l~ " " '" ,...,., U 1-tl-tl-tl-tl-tHI-tl-tl-tl-tl-tl-tl-tl-t ,. " '" " .... .,"'''' " :I:CIlooCllC'llCllooCllCllooooClloora '"Z "z U .... U U.. '" f./Jl:t:l:t:l:t:l:t:l:t:l:t:l:t:l:t:l:t:l:t:iXl:t:cr: 8 "'''' "'0 ....'" '" Z "'"" , .... '" "'z'" "'.... >'" " Z ...." "zz " :I::I::I:::C:I::I::I::I::I::I::I::I::I::I: '" ci u'" "0" "''' u~ .... " "........ " f./Jl'Jltlltlltlltlltllf./Jf./JtIlf./Jl'Jltllf./J "... ~iX~ ~J:ES "''' "''''''' .;~ "'''' 0 titititititi<5ti<5<5<5<5titi "... .... ,,'" ..z z z ~titi 0 ,.. .. Z " "0 u" Z rararara "'''' '" "'" 0 .: "z", .... " ....'" f:""" U ti"" >t).l>t)ol>t>t)ol).l)ol)ol).l).l>t>t ... .... "0 ' ,...,'" "" U 000 " "" '" f:f:f:f:f:f:f:~f:f:~f:~~ :l;: " ~c:i z"'., ""'''' "'''' -" raiXiXcr: "'''' ~H '" 0. .... 0. ....".... .,'" ,., l:t:raraC:o:J ..'" "0 CIlCllCllCllCllCllC:o:JrzlC:o:JrzlC:o:JC:o:JC:o:JC:o:J ....... "'.... ,.." ,..'" u"'.. "''' 0'" 11:1:':::':::':: > ::!.,., "''" c..o..o.o.o..o..o,o.c..o,c..Q"Q"c.. U ;]il'J ""'" 0: U '" " 0 ::!'" ". 01'" . . . ....'" . 0" ... ... ",. .,. . ",. I ... .. ... ... ... ... ... ... .. ... .. ... ... z" ....,.. !CglgJ ,..,..,.. '"'" ,..,.. f./J>t).l).l 0'" ,..,.. ",.. >t>t>t>t>t).l>t>t).l>t>t>t>t Z'" '" u.. ...... .... ".. ...... .... ~.... .. zra.rz.r:r..r:r..l'I.ol'&tl'l.or...r:r..l'&tr:r..r..l'&t ........ ",,, ..... ....,,'" E-i.... ... ".. '" . OJ'" .. .. . . . OJ, 0" ... .. .. .. ... ... .. .. .. .. .. .. .... 0 ::! U :, '" .. " .... " 0 .. .. " '" " Z u.... Z 0 " " ., ,.. 15 '" .... "'.... '" ::! " !C !C '" .... 0 0 d "'0 > " '" '" '" U "'~ '" 1) ~N~ NM~LI'I ~ ~~~ONM~~LI'I~~~~O~NM~LI'I~~m m 0 ~ '" NNN 0000 0 OOO~~~~~"~~~~NNNNMNNNN N ~ M 0 Z 000 0000 0 0000000000000000000000 0 0 0 ::1'" ~ 000 0000 0 0000000000000000000000 0 0 0 ~ '" 000 0000 0 0000000000000000000000 0 0 0 ..'" 0 000 \D\D\DID ~ \D\D\D\D\D\D\D\D\D\D\D\D\D\D\D\D\D\D\D\D\DID ~ ~ ~ 0 ... mmm r--r--r--r-- .... r--r--r--r--r--r--r--r--r--r--r--r--r--r--r--r--r--r--r--r--r--r-- .... .... .... 0 ...... ~~.,..,. .. .,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..,. .. .. .. ><N '" .. .... ...~ .. "0 :;- '" .. 0 0 .. '" ~ '" m N N ~ " M ~ ~ ~~ .... ~ N ~O m .. .... M .. ~ ~~ 0 " ~ ~ ~ ~ ~~ 0 < 0 .. .. .. ~.. ~ '" ~ '" .. ~ ~ ~ . .. " Ll'lLI'INr--m\D~~\Dr--~r--~LI'IOmr--\D~O"'~ .; ... ~M"'MM~N\Dr--ON\D"'~LI'ILI'ImOO~NN M ~ r--r--r--OM"'\DNNM"'~MN"''''NmMLI'Imo m Z ~ MMM"''''''''''LI'ILI'ILI'ILI'ILI'I\D\D\DIDr--r--mmOr-t 0 '" 0 Ll'lLI'ILI'ILI'ILI'ILI'ILI'ILI'ILI'ILI'ILI'ILI'ILI'ILI'ILI'ILI'ILI'ILI'ILI'ILI'I\D1D ~ 0 ~ ... .,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..,..,. ~ " ~ >: ... < '" " .. 15 MON 000 ~ ~~O 00 ~~ ~ O~ ~ ~ 0 M MMN MMM 0 NN~ N~ NN N ~N N N .. M 0 "MM MMM M NNN NN NN N NN N N N .. " . .. ....... . " ONO 000..-1 0 000..-1..-100..-100..-10..-100..-10..-1..-1..-10..-1 0 0 N < OOM M""O"\.-I ~ Ll'lLI'ILI'IOOOLl'lOLl'lLl'lOLl'lOLl'lLl'lOLl'lOOOLl'lO 0 "' 0 ~~.. r.n..,...,.r-- N 0"1 0"\ O"\.-I.-lN O"I.-l 0"I0"\.-l0"l.-l 0"1 0"\.-1 0"1 r-t r-t.-lO"l.-l N m ~ .. M ~ m .-ta'la\r-I m 0"\ 0"\ O"\"''''LI'I 0"1""0"\0"\"'0"1"'0"\0"\""0"\"""''''0''\'''' "' m .. ...... .,..,....N .. ..,...,..,..-l.-l..,..,..-l..,..,.r-t.,..-l""..,.r-t..,.r-t.-l.-l""r-t .. .. ~ 0 . . . . . . . . . . . . . . . . . . . . . . 15 ~....~ ......-IN.... ~ NNNNNr-tNNNNNNNNNNNNNNNN ~ N N ONO 0000 N 0000000000000000000000 0 0 0 .. ~N'" ....\0\0.... N ~~~~~....~~~~~~~~~~~~~~~~ ~ .... .... >< ~:;- '" "" " " " :;- ~ < " , , , , , "' '" "'''' , "'''' '" '" '" '" "' '" "'''' '" "'.. .. '" '" '" .~ z .. ...... '" ...... ... ... ... ... "' 0 " "'''' "''''... ~...:I...:I...:I..:I...:I ..::l...:l...:l...:l..::l..::l..::l.J '" '" ... ... ~~~HH..::l~H~~H~H~~H~HHH~H '" z t1 r;; ~~~OO~~O~~O~OOO~O~OOO~O z 0 0 ~~H"~H'OO'O'HO'O'"O' 0 ... 0 '" ~~...:I~OOO...:lOOOOOOOO~OO..::lOOOOOOOOOOOOOOOO ... . "Z ZZZQ '" ~~~OO~~ ~ ~~ ~ ~~~ ~ ~ '" "' ;:j8 00000 ~~~~~~~~~~~~~~~~~~~~~~~ '" ~ .. ~ ~~~~~ ~ 0 '" ~ .... ZZoo~~Zoo~zz~z~ooz~z~~~z~ '" .. .. ~ "'< <<<ClE-l z 1-11-1 I'H IHHIHI HIHIIIH1E-t '" '" , '0 z ..... 0 E-tE",q-i(.JQ 0 ~~~~~~~~~~~~~~~~~~~~~~~ 0 ... >< ,,'" .. ~0::a:::EE-t ... 0 " '" '" .. "'0'" 000........ '" ................HO O........H 0""""""""0........0 H........O........O 00........0 .. .. 0 15 0::0..00:: C.dl. 0.. Q e::: '" a::a::E-tE-tE-lD::E-tE-to::o::E-tO::E-tE-tO::E-tO::E-tE-tE-tO::f-tO:: '" .. ........000(0 t/J:tJltl1Z0 '" ~<~~~<~~<<~<~~<~<~~~<~g '" .... z 0 t1]~E-IQ ~::1~~~ .. ~ '" '" " '" "z 0 ~~~~~~~~~~~~~~~~~~~~~~~ '" ~ " o 0'" '" ..'" '" 0 < OE-to..> E-tE-.q..q:::.> '" o::a::OHHO::OHa::O::HO::HOO::HO::HHHD::H> '" 0 ... . . . '" '" '" " " " .. 0000'1 U'tU'lLllOLll 0 NU'lM~MM~ON~U'l~U'lN~~OOO""~MO 0 0 ~ 15 Or'-O"I.-! mCDcn""", "' ~O""U'lOO""""~""O"\~O"\(I)m""O(l)MN""U'l"" m 0 ~ . .. .. . .. . . .. .. .. . .. .. .. .. . '" . .. .. .. . .. .. .. .. . . 0 0......,,0 COaJ(I)MO"I ~ r--N N......,."'..,.O N.... 0"\(1)0 0"1 NU'lMOU'lMO"INlXl M 0 .. ~ M....Mr- ........I""ll"'-N ~ Ull.tl....ID(I)\C)M....\OO'! MNN........r--....N....\Ot.t)0'1 .... .... m N ~ m N ~ .... ~ ~ M' ~ '" '" '" ~ "''''., t:; '" M " ...'" ~ ... "'"'"' tl]a]t')E-t "0- '" ~ '" """ ~~g;t:i .. >< .." .. '" '" 15 HHHH .." UJf-t ..j \D tf.l Ion H ~~ XC:rJO:JraI D:ltClD:l:E: o~ E-t~ t1] #00. U '0 :E ~>: '" tl]o::a::cr: ~:E:EtlJ ~cr:U ~~X ~ ~cr: C8~ .. .... HHHCI) ><< ~ ~tlJ~ c<cr:tlJ HM ~cr:HH '" ...ei 0 " X::::::::: ~~~g; ..'" ~~~H88 Cl)Hcr:~> c~cr:P:~O~c ~~ '" '" :',]"''''''' ..." ~8~~ 0~OO8 ~~t&J 8~~ fin: 0 ..~ "ei(jei "' " ~3~ HZ ~~ ~cr: O~88t&JO~cr: 0<0 ,;, "'~ tlJt&Jt&J:E: ....'" o ~U~ ~~cr:HO~Z ~~~:E: U~ "'" "... >< .. 15 0001-1 "'... o~ H ~ ~ t&J~~cr:H8HI-IU ~ ~ .... ><'" "'~ >t>t~~ ~<<<r.:I .." ~ 88~t&J r.:I~ t&Jc~~~ ~ Cl)t ,,>< ..'" ::1", ~ ... !::!::!:a: t&Jt&Jt&Jt&JP: '" . M:::~U~ ~~H~88Zt&J ~UM8~ ~f:l '" ~,:: .. ~..:l~~ ,,>< "'""''' 0""'0;:j;:j..~"'..."'''''''~0'''~'' ><" "'.. '" t&JMtlJrd cr:HI-4I-4~ ..... Zto:l0I-4~801-l~ ~ 1-4cr:. HH 8:J < .." .. "0 ...~ ..... o.~~o. H:E:E::E "'... I-I>U~~CI):::oo~8~~~O>O<uCl)~O'~ 0 15~ 0" " ~~ '" '"" "''" " ::1", 1...... ... {J}......... H , ................................................................ ... ... o ' . z'" ><><>< .......~~~Q <... -~~~~~>t~~>t~~~~~~~>t~>t~~~ ,,>< "0 "'>< zm '" Zlll.o~~ :Z:tt.lko~t&J ...'" {J}lko~~~~~~lkolkolko~lkolko~lko~lko~~lko~lko ..... ..... ....... "'0 ~... ... ... 0......... :e: "'.. Z'" ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... "'. <0 O' .... 0 .. ~ '" ~ .. ~ 0 Z z !:: ~ ill ".... ~ ... ... '" "'~ '" '" 8 0 '" < '" ",0 " " " " " 0 0 "'.. '" 1; "..... '" .....(lICl'IO.-t..,.LIlLll\D~NM '" .... '" .-lNCl'IO"ICl'IO'Ia'\O'lOOOOOO '" ......... ... NNNMMMMNNMMM ... ... ... ..,...,.MMMMMM..,..,......,.......... " '" 000 0 000000000000 0 0 0 00000000000000 ;'l'" ~ 000 0 000000000000 0 0 0 00000000000000 ~ '" 000 0 000000000000 0 0 0 00000000000000 "0. " "''''''' '" 000000000000 '" '" '" \D\D\D\D\O\,Q\D\D\D\D\D\D\D\D 0 ~ ............ .... a!aJUI(lI(lIal(Q(I)aJlXI<O<D .... .... .... l"'"f't"-l"'f""l"'l"'t'-t"'l"'l"'l"'t"'-t"- 0 ...... .. .......,..,...,..".,......,...,.""......,. .. .. .. .....,...,...,..,....."".,...,....................... .." 0. .. ...... ~'" .. Uo :;- '" .. 0 0 .. 0. '" t3 '" CONNNMLllLllO'l....N....N '" O'\\D\D\D\OO'IO"IO'INN\D\D :c 0.,.""........ \0 \D III \0 \Dl"'l'" .. '" a'lOOOO..-l.-llllLllLllLllLll 0 (DO'IO"IO'IO"IO'IO'\NNNNN .. U .....-t............-Ir-I....\D\D\D\D\D M M""LIlLllLllLllLllLll\D\D\D\D\D\D ~ .... OOOOOOO.........-t.-t.-l .. , (lI(QCOCUCO(ll(l)(l)OOOOOQ ~ '" 000000000000 '" ... OOOOOOOOl"'t""'r--l"'l"'t' ... '" M O'IO'1a'\(J\O'I<7'lCl'la'lMMMMMM .. 0. o..Q"Coo. 0. 0. Q1Q1Q1Q1Q1 '" M 00000000..-1.-1......-1........ ~ M I-II-II-\I-IHHI-II-II-II-II-IH " " (DlX!(lI(QCO a:lalaJlXI l1IaJ CO(J) CO " ~ .. '" U .. 15 0"'0 '" .-4.-t.....-tr-l.............-t.-l..-l.... M 0 00000000000000 ......M 0 LIlLllLllLllOI.t'ILllLllLllLllLllLll " M ..-l.-l.-!.........-t......-t.....-t.-t.....-t.... 0 ....." .. MMMMMMMMMMMM " " ....""NNNNNNNNNNNN U . . . . . . . . . . . . . . . . . . . . . . . . . . U 000 0 000000000000 0 0 0 00000000000000 .. ...... .. .-lM""o,\....""Cl'IM................ '" M 0 .,.ID!"'"OMLIlLllOt'-OMI.llLl)O MMM M a'l1.ll""""..-t""""I.lla'la'la'la'l '" " " a'la'l...-lM""""a'l.-l.-lM..,...,.a'l..-t .. "''''''' '" ..-lrla'la'lrla'la'l.-lrl..-t..-trl '" " " .-l.-lMl.lla'lO\a'lMMLl)O'\O'\a'lM ...... .. ""..,...,...,."" """"""""..,."""" .. ... .. ..,...,.""""""""""..,."""""""""""" " . . . . . . . . . . . . . . . . . . . . . . . . . . 15 MMM M ..-t..-trlN.-t.-tN..-t..-t..-trl.-t " M M ..-t..-lrlrl.-tMN..-t..-trlrlNM..-t 000 0 000000000000 0 0 0 00000000000000 .. MMM M ..-t..-t\O\O.-l\O\O.-t.-t..-t..-t..-t .... M M .-t..-l......-t\O \0 r-...-t..-t..-t \0 \Or-..... . :;- ~ " M " '" .~ " '" ~ '" '" U '" "" U ~ Co " t1Jt1Jr/lClltlltlltllr/lClltlltlltll '" "'''' ~ Ii; 0. '" tz:ltz:ltz:ltz:ltz:ltz:ltz:ltz:ltz:ltz:ltz:ltz:l 0 O~ Ii; " ~ Ht-l....................HH............ ~'" '" " '" ~~~~~~~~~~~~ . "'''Co '" " 0. 0.0..0.0..0..0.0.0..0..0.0.0. M O;:!Co " ,; 0. 0..0..0..0.,0.0.0.0.0.,0.,0.,0. ~ '" ~ ":;j :;j :;j " ~~~~~~~~~~~~~ " ::I ...." ~ '" " . .." .. gg~~~~~gggggt; ~ .. '" '" E"'''-! 0 0 ~ Z '::1000':-'00000000 U O::OZE-t t; H............................................E-t " ZZZZZZZZZZZZE-t " .. O"'~ :I::I::I::r:tIl:I::I::I::c:c:t::t: ...... '" ~ tl]r/l............................t-lt-l............ 15 C"'~ E-t cr: ::i tIltlltllCllClltlltlltll(/JtI]tIlCllO:: '" ~ ~ ~~~~~~~~~~~~~~g ~;;'::ig ................00............................0 ~ " 0 .. ..::I..::I..::I..::Ilko..::l..J..::I..::I..::I..::I...:IC .. '" U "''''''' '" ~~~~~~~~~~~~~ 0. ~ '" ZZtz:ltz:ltz:llZlOOOOtz:llZlCz:ltz:lOOOOZ U "0.'" 0 '" " 0. tz:lCz:lo.c..c..c.c.c.c.c..c.c.c.o.OO .. E-tCO> U o.c..c..c.c..c.c.c.c.c..c..c..> '" '" 0 cr:cr:OOOOOOOOOOOO> . . . .. MO\Oa'I 0 00000000""""'<t'~0 .. 0 '" Ll)I,Ql.lll.lll.lla'lMOMt'M""..-lOI,Q 15 MO'<t'r-. 0 OOOOOOOO..-tI,Q......-trl '" '" '" M..-IOrlOOO,"",OOOOONI,Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 ""0 <0 N " OOOOOOOI.llI.llI.llI.ll""1.ll '" .... .... ..-I""NI,QN""N""N\I)N'<t'N""\O ::I OM " M NI,QMM\OCOCOO""t'..,.~..-t '" " M MI.ll..-lM.-lN....CO.-tM....N....~M M M M M M '" M .. ..; " ..~~ :c . . . . . . . . . . . . '" :;j '" ~ .." ~~~~~H~~~~~ ~ .. '" ""'''' " U E-tClCl 0 " "''''' 0 ~ tz1 00 00 ':E 15 t1J~o.J..J~~..J..J~..::I~..::I...:I iilgjgj 0. cr:E-tE-tt1J ::Ii: :E tJ]C}uuuuuuuuuuuu " """u;'l;'l'" 0 0 u .. " D:J............................................................................ "'"'" ~ '" '" ::lcr:E-oE-tE-tE-tE-tE-tE-tE-tE-tr..f-4r.. ~"" " ~gj~~~~~~ U U ",... '" ~ '" " iJ 1Hii:i1Hi iJ IHl1H1 iJ " .,~~ . ...:1...:1...:1 E-t U Z U Z ~ '" '" '" "''''''' '" U ,UUUOC..C.. ...:10..::10 M .. 0. ...:I:':::cr:cr:cr:O::O::o::o::o::cr:cr:cr:a:: "M "'''' ~ Z::E Z...:l...:l......:IE-t...:lE-t ... ~ Co ~~::Ii::E:E:e::E::E::E::E:E::E::s:E "M '" 0 ....:sE-tE-tE-t.... 00 00 0:: a:: '" " " .. .. '" ,,"',.. "...... ~8~~~~:r::r:~~~~~ 0" '" " 3:o:o::o::cr:e:::cr:e:::o::o::o::e:::cr: "'" 0 "0'" "'''' ~'" '" 000000000000 M ~ >ttz:lQc. ~'" (/J OOOO"O:':::tIlltll 6~ 0. "'" >t . ra.. ra.. CEd.... ra.. lko ra.. r... r... r... ra.. eo. :;j,:: .. 0..::1:1:0. ".. ~~tl~tl~~~g!5~~~ Q "'" E-ta:ll-4........H................................ 0. Z....U:J "'.. 8~ gJtJ~151515151515151515151515 ~M "'~ ......:i:CI1tr.t "'''' :co.o:Co:C<e:::c..c.a:lCQUOU ~> '" U ::Ie! U '" " '" '" .. tJ ;'l", ............ .. . H'" ... .. . .. ... ... . . . . .. ~g "'. . .............................. "''' o::>t>t>t ~~ ..::I>t>t>t>t>t>t>t>t>t>t>t>t "'.. :;j~ >>t>t>t>t>t>t>t>t>t>t>t>t>t>t "'''' '" tz:lCzoll.oll.o a:ill.oC&.tll.ora..ra..Czoll.oll.oll.oC&.tC&.tll.o .... ".. O::lI.oll.olkoll.ora..r...eo.r:r..er..ra..ra..ra..lI.ora.. ~...... "''' f-o.... .. :J. . .. .. .. . . .. .. .. .. .. . ....... >. tz:l .. .. . .. .. . . .. .. . ... .. .. .. .... 0 S '" 0. .. " ~ " M " '" '" ~ .. U...... '" '" .. 5 " " " "'M '" '" '" iJ '" .. ,"0 > " " '" .. " "'''' OJ > ~ N M ~M~~~~~~O~N ~~ ~ ~ ~MOO~~~N ~~~~~ o ~ 0 0 0 OMMOOOOO"MM MM M M MNNMNNNN NNNNN Q ZOO 0 00000000000 00 0 0 00000000 00000 ~OO H 0 0 0 00000000000 00 0 0 00000000 00000 ~ ~ 0 0 0 00000000000 00 0 0 00000000 00000 ~~ Q ~ ~ ~ ~~~~~~~~~~~ ~~ ~ ~ ~~~~~~~~ ~~~~~ o H ~ ~ ~ ~~~~~~~~~~~ ~~ ~ ~ ~~~~~~~~ ~~~~~ o ~ ~ . ~~~~~~~~~~~ ~~ ~ ~ ~~~~~~~~ ~~~~~ >ON '" .. .... ...'" .. Uo :;- '" .. o 0 .. '" '" .., .. " 0 M '" ~ ~ ~~~~~~~~ ~ ~ ~MN~MOM~OOO ~~~~~~~OO H ~ < MO~~OH~M~m~ NN ~~X~~~~~ o ~ = NMMMM~mM~~~ ~~ 0000000000000000 ~ ~. ~~~~~~g8ggg ~~ ~~~~~~g~ H W ~ COOOOOMMMMM MM CCZZZZZZ '" ... .. .., U .. Z ~ M MOO~OOOM~OO 00 M O~~~~~~~ ~~~~~ b M M NHMNNNHNNNM NH M HWWWWWWm MMMMM o N ~ NNNNNNNNNNN NN ~ ~MMMMMMM ~~~~~ U . . . . . . . . . . . . . . . . . . . . . . . . U 0 0 M 00000000000 00 0 M 00000000 00000 ~ 0 ~ M ~OOO~MMWOO~ ~M a ~ ~~~~a~~a aaaaa ~ ~ ~ ~NNN~~~~N~~ ~~ ~ ~ N~~~N~~N aaaaa ~ ~ ~ ~ ~~N~~~~~~~~ ~~ M ~ ~~~~~~~~ ~~~~~ ~ ~ N ~~~~~~~~~~~ ~~ ~ N ~~~~~~~~ ~~~~~ o . . . . . . . . . . . . . . . . . . . . . . . . Z ~ N ~ ~~~~~~~~~~~ ~~ ~ M ~~~~~~~~ ~~~~~ ~ 0 a a ooaaaaoooaa 00 0 0 ~ooooooa ~M~~~ ~ ~ ~ ~ ~~~~~~~~~~~ ~~ ~ ~ ~~~~~~~~ M~MMM ~ ~ o~~ ~o~ 00 ~ ~ ~ ~ 399 ~39 9 ~ ~ ~ ~~ 00 ~ ~ oooo~oooo ~ ~ ~ 1.~~ ~~~ ~ ~ ~~~~~ ~ H ~~~~~~~~~~~ ~~ ~ H ~mm~~ ~ ~ t ~~~~~~~~~~~ ~~ ~ t ~~~~oo~~ 33333 H ~ m~~~~~~~~~~ ~~ H ~ HHHHUHH UUUUU ~ ~ ~ .~~ .~~~. .~~ ~g: ~ 2 t:tt:t:~t:t: ~~~~~ ~ 00 ~ 0 ~~o~~~o~~~~~ ~~~ ~ Q oo~oooozoooo~ ccaoo ] ~ ~ Q ~~~~~~~~~~~~ ~~~ ~ Q ~~~j~~j~ ~ooo~ ~ z ~ G ~ ~gg~~~g~~~gg ~gg 8 ~ 888g~88g ~~~~~ ~ ~ ~ 00 "HH"'H"'H 'H 00' < 00000 ~ u ~ a ~~~~~~~~~~~~ ~~~ ~ a 00000000~0000~ zzzzz o ~ ~ ~ <~~<<<~<~~~g <~g ~ ~ o~~~~~~~g ~~~~~ U 00 00 ~ ~oooo~~~oo~~~ooz ~ooz 00 ~ j~~~~~~~z zzzzz U x 0 00 oo~~oooooo~oooooo~oo oo~oo 0 00 000000 OOHoooo 00 00000 ~o> c c ~~~~~~~> UUUUU . . . ~ M 0 N ~~~O~~~~MO~~ ~~~ 0 0 O~~~~~N~~ 00000 ~ ~ a ~ ~~~~~~~~~~~~ ~~M a ~ ~~~~~~~~~ ~~~~~ o ~ ~ ~ ~~N~~~~N~O~N ~~~ ~ ~ a~~~M~~~O ooo~~ ~ ~ ~ ~ ~~~N~NO~~~~O NN~ ~ m N~~~~~~~~ ~~~~N < ~ ~ ~ ~~ ~ ~ ~ ~~~ MN ~~ M .. . 0000000000 00 ~ ~ ~ 0000000000 ~ ~ ~ ~ ~ ~ ~~ 00 ~ = ~~~~~ ~ H ~ ~ ~oo~ ~ xx 00 ~ ~ ~oooooooo ..~ ~~ ~ ~~ ~~~ Q ~~ OJ" ~ ~..,..,.., ~~~~~ zx ~U 00 ~~~~~~ ~ ~ ~HH ~~ 00 ~<<~~<~~ ~~~~~ woo OH ~ <H~O ~ ~~oo 8~X ~H ~ . >>>>>>> 00000 ::E xc UlI.o X...:J<O::. .<~ ~~~:r: .cCoooooooo ~~~...:J...:J 00 ~ H 00 U~IIlO:: .Q)O::~N~...:J HQ) 00 ~:::E::&::i:::E::E:E:&: .uuuuu ~~ .cC. ~f-4 ~ ~ OtrJOOO~N~ o~~ ~o:: ~ ~OooooOOr.Joooot>::l Utl]~~tI]~ ~7. z ~g u~ u tl]c~~t:~~~~~~ ~~~ ~~ 0 ~<o::~o::~o::~~ ~~~~~~ ~~ 0 ~ HU ~8)04tfJwuoo 0 ~ Ur:.JW H:E CzJ .x:cx:c:c:c:c . . .. . ~ H E-4 zoo ~ l':LIWX<~ZHf-4Qf-tOO C:LI~~ t>::l E-+ ~::E~~u)~u)u)~ .E-+f-t8E-+E-+ ..,- .. ~~ ~'" "z ~>~~"'Z"''''''~~' ..~ro ..,'" z ,"'.. ........ ~zzzzz <~ ~ 000 U ow f-tH...:J~<OH<800...:J < < W .O~ ~~~~ 000000 H~ WH f-t~ W ZC 'O::~~ZUtl]lIl o:::r:~ z u Z~::EO ~uf-tf-t~8~f-tf-t guuuuu U ~~:i... E-i~ ~fj t;......z........................ S.... 8~ ~f;j "'...................... ::E............... ~~ ZU) )04 zo ~~ ~)04~H~~)04)04~~~~ E-+~)04 ~~'~ .)04)04~)04~)04)04~ ~)04~~)04 z~ W tl]lI.o H '00 CzJlI.o~<lI.oll.oll.oll.oll.oll.oll.oll.o lI.oll.o < zoo ZlI.oll.oll.oll.oll.oll.oll.oll.o ~lI.o~lI.oll.oll.o H' O::Q Z'" ~Q ~Q o....~................ ~...... Z 00 0...................... ............. lI.o~ 0 H W W ~ ~ tI] U) ~ ~ a ~ z x l':LI 0 00 u.... Z 3~ Z .., ~ .... ~ !i! ~~ 00 woo Z zoo ala > :r::c:r: H H ~ ~ "J "'''' '" 15 '" 0 ...'" M ... '" \D\,Q\O\D\DI,Q r-", "'0 ... '<f'l""IN.... '" '" M MM M M M MMMMMM MM M'" ... ..,...,...,.U"I " " 0 0 00 0 0 0 000000 00 00 0 0000 ~~ H 0 0 00 0 0 0 000000 00 00 0 0000 .., 0 0 00 0 0 0 000000 00 00 0 0000 '" "00 " r- r- r-r- r- r- r- l"'-l"'-r--r--r-r-- r-r- r-r- r- r--r--r--r-- 0 H r- r- r-r- r- r- r- r--r--l"'-l"'r--r-- r-r- r-r- r- r--r--r--r-- 0 ... ... ...... ... ... ... ""''''''''''..,...,...,. ...... ...... ... ..,...,...,...,. ...'" 00 ... .... H'" .. Uo > .. .. 0 0 ... 00 '" .., ., 0 "'" 15" " .." H "'0 '" , "'H '" 31:; U 0 H M M ... r- ... 0" ... O"INMM 0 ... ... M '" ... "'00 0 01'"'-0"10"1 ;:; ... ... 0 0 M UOl 0 ....00'\0"1 0 ... ... '" r- 01" '" ""U"IO"IO"I H 0 r- '" ... '" "'H '" U"IU'lIJlU"l " H '" .., U ... 15 ... 0 "'0 0 '" ... ........................ M UlOCC ... ... "'''' '" 0 '" 000000 ... NN........ 0 '" '" "'M '" ... '" NC"IlNNNN M NNNN U ~ . . . . . . U 0 00 '" 0 0 U"IOOOOO ...... ...... 0 0000 '" 0 '" M'" '" ... '" N 0..,."",0"1 0 ...... 0'" 0 00..,.\0 0 '" "'''' ... ... '" ....N......,...,..-I r-r- 0... '" 1"1""0"10"1 .. r- '" ...'" M '" '" MU'I\DO"IO"IM ...... "'... '" U"IO\........ ... ... ...... ... ... ... ..,...,.""......,...,. "'''' "'M ... ..,...,...,...,. " . . . . . . 15 '" '" M'" ... ... '" ................1"1.... ...... M'" ... ..........-t.... ... 0 00 0 0 0 000000 00 00 0 0000 .. M ... r-r- ... ... r- ..........-i\O\O.... ...... "'... ... ....\D........ '" > ...... '" 0'" . 0 , en OOfJ){Jltll a] "'''' " "0 ... , 01 l'>Jt.:lt:a:Jtz:lt.:l11l 0000 .." ... '" 01 ., I-lHI-lHI-lI-l 0'" " .. '" '" " ... ...:1...:1...:1...:1...:1...:1 zz ~~ ,'" '" " H '" .., 0.. no c.. C.dl.. 0. 00 'H .. " " .., U 00 Po. e,dl.. 0.. 0. 0. H H " o....:ltllC/l 0 '" 00 H 00 :J:J::J::J::J::> 1:;1:; OZ '" o.o.t:ara:l 0 .., H 00 5: " tIltlltllCll:CIltll 00 U ::>0.1-11-1 U .., " " "" "H H tl}D...:I..:l . " 00 " '" tolt>:Jr.U'zlrdCll 00 '.1:; > "0000 ... H 00 ,.; 01 ,.; uuuuuu "'., '" . '0.0. " '" O:;! " ~ ~~~~~~~ ~~:;! ~~:;! '" !i!igg:;! '0 ~ " ... " ~ " " . 0'" U H H r...rz..rz.rr..r...r...f-4 ""... 00"'" ...... ... .<: " "'a 0 ZtaO ~ ~ 0000000 tz:l~O "'A " ~g~g U H'" Z "'U... I:; ... ""... "H'" 0 " ... " H ~~~ .... .... ~~~~~~i5 ........ ... H ..............HH 15 "'" ~ '" ~ '" 00'" H3'" !< ct~E-IE-I~ HO H 0 H H ""0 0100 <<~~g 0 "'0 ... 0 '" ... '" t.:lt:a:Jl1Il1It.:lrz:lQ "''''0 0"'0 H U ZZ '" z"" 00 " 00 zzzzzzz 0000" Oouz 0 o..o.t.:lWZ U 0'" 00 oz'" '" 0 '" Cd r.:lt.:ltlltzll'4to::l "''''., "'"., '" rilrzJo.o.til '" U> 0 UH> '" U '" UODOOO> 00> 0.,> " tt:c::oo> . . . . . . '" U ... 00 '" ...0... r- 0 r- CDI.OO"Il"'-U"IOLll "'0"' 000 '" CIlNr--r--"" 15 00 r- "'0'" ... "' '" 0"1"" ca""U"I U"I CD r-or- 000 0 ..,.r--\D\OU"I . . . . . . . . . . . . 0 00 '" ...r-... 0 r- '" \D....""r--MOr- ..."'r- ..."'''' r- OMr--r--O'I ~ "'0 ... "''''''' '" '" '" '" ....M....O\ ..."'''' "''''''' '" N....NNCD M", ... '" '" ... ......'" ... ... '" ..; .... M M ~ '" '" " 00 .. tl '" 00.., ... ... U "0 '" ,l:! ... ~.q",q""q...q..tE'04 "'" H "'" !5 U .., zzzzzz "''' 5: ... ., "... ., .., r.1t:a:Jta::lrz:lr:LIrzl >:H U tz:Ize...q... " 00 """ '" H :E:::;:::::;::::E:E:E .,., ., ~8:;!:;! 0 'H H " ~~ r.:Jtz:lrzJta:llZltzl "'" Z"'., " " .., UOo "'H " '" tIltllrl!tI1t1)tI) !5", H"" 0 "" '" 'U Z "..,,, ~~ '" !5!5!5!5!5!5 z" z "'''' ...... U" H'" .,..., ... , .. ~5 .",., "0 ......... "... ZH " HH'" ....., ~,: al al aHQal al OJ>:> "H D~<< ... .. 15 HO ." ;:1:;00 ..,'" ~.: <Z:EZ:EZ:E .,"'''' U... " 33 "'" 00 0.0 QI-ll-ll-ll-ll-ll-l '" " H'" I-lO~~ ... H .... Z U,,'" 00 00 (j~ Z~~~l'I]l'I]l'I] ,"'... 000 >H :Ef-l>> :;!;: ... ..." H'" OU ".. ".., Oa:::e::e::P::e::e:: 0 " "''''''' "'0 ~Ol-tl-t 0. 00 "H l:!~~ " OH '" ~:;!~ MM .,., "''''''' H'" "'H au !j'" " UO OJ, e::~~)04)04~)04 3...... OJ>: 3:c..QQ U ~5 0 ..'" "'... ........J~..::I..::I~~ U" "'...... ~'" ". ..,. ..." '" ..,. gj Qc..c..c..c..c..c.. "'H" H' , "'" ... ... .. ... "" ... 00... 0..." "'" H... ~c..c..c..c..c..c.. "000 >...... 0'" )01)01)04)04 Z'" ., .... .. ..z "'... 0" 0" 000000 ...."'''' "'.. H'" fJ)r:r.c...c...c... H.... "'0 . z. ""H 0" . "'" 2jCl]CI](I]CI]tf.lCl] ro 3r-r- ...... Q ill ... ... ... ..... 0 ~ 0 " ~ " 0 0 '" ~ ... 0 " ~ 0, Z 0 ~ H U.... " ~ H 0 " "'... '" '" 0 0 ~ U U '" ., "0 > " .., .., .., " " >: " >: "''' '" > ~~~~~~o~~m~O~NM ~ ~ ~NM ~~m ~ N M ~ ~ o 00 ~~~~~~~MMMM~~~~ ~ ~ ~~~ ~~~ 0 0 0 0 0 Q Z 000000000000000 0 0 000 000 0 0 0 0 0 Z~ H 000000000000000 0 0 000 000 0 0 0 0 0 ~D ~ 000000000000000 0 0 DOO aao 0 0 0 0 0 .. ~~ Q 000000000000000 ~ ~ 000 ~~~ m m m m m o H mmmmmmmmmmmmmmm ~ ~ mmm ~~~ ~ ~ ~ ~ ~ o ~~~~~~~~~~~~.~~ ~ . ..~ .~. ~ . . . . >0" 0. .. ..... ~~ .. UO ~ '" .. o 0 .. 0. ~ '" " '" '" " " '" ~ U 0..... H .~~m~~~N ~ m~m N o ~~NM~~~~ ~ Nm. 0 ~ ~~~~~~~~ ~ ~~~ ~ ~ H O"~~M~~~ N NNN ~ ~ '" ~ .. '" U .. Z O~~MOO~OM~O"~OO M ~ ~~~ ~ 0 ~ M ~ o ~OOONNN~OONONNN N 0 ~~~ N ~ m . N o NNN.NNNN.NNNNNN N . ... N M ~ . N U ... . . . . . . . . . . . . . U OOOOMOOOOOMOOOO 0 0 ~~o 000 0 0 0 0 0 < ~O~OOM~~OOO~~MM ~ ~ oo~ 000 ~ 0 M 0 ~ ~.~N~.~~N.~~~.. ~ ~ mOON ~~~ ~ ~ . . ~ ~ "NM~~mm~~N~Mmmm ~ m oo~ MMM m N m N m ............... . . NNM ... . . . . . CI . . . . . . . . . . . . . . . Z ~~~~~~N~~~~~N~~ ~ N ~~~ ~~~ N ~ ~ ~ N ~ 000000000000000 a a 000 000 a a a 0 a ~ M~M~M~~~~~M~~~~ ~ ~ ~M~ ~~M ~ M ~ M ~ ~~~> ~ ~ >0000 ~ H ~~Z > > al tl)tI)::E:DOI ::E:~C)tI)IOO . X E-tE-t00 I I I""l ~~HlltI} Ht.:l.to:!tI)ll tI) to:! Z2::E: 0] tI) I""l HH tI}~oo HtI)Hootl)tI} to:! > to:! 00 00 00 00 _.-I ...:l...:lIOOto:!H l~to:!...:lHOOoo H I ::i:::i:tI) t1)tI)tI) H Z H ~ t1)~~~~~~tI)~~~~~~~ ~ ~ ~~~ ~t~ ~ 8 ~ ~ oo~~o~~~oooo~o~~~ ~ ~ oooo~ t.:l0000 ~ E-t ~ o ~tI)tI)~~~~~~tI}~~~~~ ~ ...:l gg~ ~~~ ~ 5 ~ ~ ~oo~~tI)tI) ~...:lootl)oo ~~ 0000 tl)tI)tI) 0 I""l o.tJtJ. "0. tJ.tJ... . 0::: . . .. Q,. ~ ~ ~~~~~tt~t~~~ttt~ t ~ ~~c~ ~~~~ t ~ 00 ~ ~ < ~~HHHH H~H~HHHE-t H H XXZE-t ZZZE-t H 0::: 0 H ~ ~ ~oo~~~~~~o~o~~~g ~ ~ ~~"g ~~~g ~ ~ ~ ~ tI) ~ H~~""H'~'~'" " ~ oooo~ , t , ~ , ~ E-t~~o:::o:::o:::o:::E-to:::~o:::<o:::o:::o:::o::: 0::: 0::: 00 co::: >~>o::: 0::: ~ ~ Z 0::: o ~oo~<<<<~<oo<~<<<g < < E-tE-t~g g~gg < ~ ~ ~ 0::: 0::: 000:::> HHH> 0::: tJ ::i: tJ 0::: . .. 0:::0:::0:::0:::0:::0:::0::: 0::: uuuuuutJ U E-t ~~~~~M~aON~~~~N~ 0 0 ~NN~ ~MMM ~ ~ 0 0 a ~ ~~~~~~~~~~~~~~~~ ~ 0 N~~N ~~~~ ~ M ~ a ~ o OMMM~MNM~N~om~~~ N 0 NMMN ~~NM ~ 0 ~ ~ m ::E: M NNM~M ~ ~ ~ N~~N ~~~~ ~ 0 ~ ~ M < ~ N ~ ~ N~M~ ~ ~ N N MN~r-- M " ~ ~ '" ~ r--. CI] tIlO ...:l MOo::: "''' ~'" '" .. ".. ~ ~ 2 "'''' o.~ ~ u "'''' '" "'" u".. "'~"'u. ~ ~o~" 00 E-tC <tJoo~ ~~ ~D 0000::: tJ E tJo::: tIl~ '" >0 tIl< o.HH ex ~z tIl~ 0 Z 0. OE-t H ...:l0 ::i: OO...:l E-t...:l0 00 CH < ~tI) Hoo~OO H tl)Z 0) 00 o.z 00 E-t~OlO::: o.~ O:::H E-t to:! ~ >>> 0 0 ~u 0::: o.H E-tM ~E-tE-tE-tE-tE-tE-t OOQ~o. o.~ ~Ctl 0::: u~ ..HHH or oou 0::: OE-t ,,~ 2222222"2~"'O"" ".. .."''''~ "'...... "'.. ~ 0'" 2 ".. ~.. Z ~OOOOOOHOOO::: OtllO:::oo 0 ...:l OO~...:l 00 ~u 0 H Ol~ 0 OOOOOOQOo.ooE-tl HX Z~ ~~ ootl)tI}M 00 00 tIltll ~~ ~ H H...:l~ ~ H tJUUtJtJUUU~E-tZ~o.<Ol H~ C E-t O:::OljCl] 8U ox 0:::> E-t 00 ~- E-t OltlltllOlOlOlOlO::: E-tH...:lQo.O E-t E-tZ <mmU 0:::< < 00< XH 000::: H <~ <~ 0. HHHHHHHH <<OXooO::: X~ z< E-t~~oo O...:l ~ ~~ E-too ~ X HM OOH OCeCQQQQUCl]~o.o:::OlO:::~ Om HCI] tIl~~e ::E;UUU <~ O~ <tIl E-t U U ::i::0::: 0 H < MM Ol 0::: ~ H Z O(U 0:::.......................................... ~... 0.... < .. <olt......... .. E-t... ... Z" ::E'" ~: Z~ c~~~~~~~~t~t~~~~ E-tt E-t~ ~~~~ ~~tt ~~ ~t ~~ gt ~t H' 0:::0 Z.................................. 0)'" tI)... tIloe.. ~......... Z.. ... 00... ,.. u... ~~ g 3 ~ ~ 00 ~ 8 ~ ~ ~ ~ u, Z 0::: C 0 ~ 0::: E-t 0::: 0::: Ol E-t O:::M 00 00 H H H 0 0( 0 0 ...:l < ~a > ::E E ::E::E: ::E: Z Z Z Q 0. 0:'" '" '" '" ... .. CDCllCOaJCOctl '" O~N 1; "'''' CllO'lO....N M ~ .. '" 00 CO............ ~ 0 ~ ~ ~ ~ '" ..........-1..........-1 ~ NNN 0 " 00 00000 0 0 0 0 0 0 0 000000 0 000 :;j~ .... 00 00000 0 0 0 0 0 0 0 000000 0 000 .. 00 00000 0 0 0 0 0 0 0 000000 0 000 .. COall:DCOCD '" .. .. .. 0 COClJaJaJaJCO .. .."'''' ..'" 0 "'.. '" ~ 0 .... ...... l'r--I""'t"'-l"'- ... .. ... ... ... ... '" r"r--r--l'r--r-- ... ......... 0 .... ..~~..,...,. .. .. .. .. .. .. .. ..,...,...,..,."""" .. ...... "N '" .. , .... '" .. Uo ~ 0: .. 0 0 .. '" '" .. 0 '" ... ... '" '" '" M 0 ~ 0 '" N '" , ~ '" '" U .. ~ ",' "''''''' .... ..'" '" '" .. '" M ........................ ~ "'0 M .. ... ~ , """"..,..."""" .. "''''''' ~N '" N .. .. N \O\D\D\D\D\D ~ 000 "'''' ~ 0 '" '" ~ t"-r--r--r--t"'-r"o N 000 .... "'''' ~ M '" '" '" ............rl........ ~ NNN '" .... .. .. U .. ~ ........................ ~ "''''''' 15 ...0 .................... '" '" ~ ... ... NN 00000 '" 0 0 N N N 000000 0 000 0 NN MMMMM .. .. N N N M NNC\lMNM N ...... U . . . . . 0 . . . . . . U 00 00000 ~ 0 0 0 0 0 U'tOOOOO 0 000 .. "'... ............OM 0 0 .. 0 '" '" .. NO ","o:tI 0\0 N .."'... "'... ....0\0"\"'1.... N N ~ .. '" '" '" riM....""...... '" "''''''' .. "'M ............Ul.... M '" '" '" '" '" ... MU'l\DO'IO\M ... ...~~ .... ""...."".... ... .. .. .. .. .. .. .."""".."""'" .. ...... 0 . . . . . . . . . . . 15 N'" .............-4N ~ ~ ~ ... N N ~ ...-+............N.... ... ~~... 00 00000 0 0 0 0 0 0 0 000000 0 000 .. ...... ..........-1....(\1 ... ~ ... '" ... ... ~ ............\DIO.... ~ ~~~ "'" " " " tl)tf.ltl)Oltl)CI'] '" . '0 '" '" , , ... "', '" '" '" '" OOtzJOOl1lrzUil '" ... "'''' Ultlltl)tI}{I] ~ .... '" '" HHHHHI-I .... .~ ....'" OOOOOOOOr.J '" .. .... .... ...:!..:l...:!..:l...:!...:l .. "''''''' ., ...... UUUUU '" '" '" .. .. 0..0..0..0.0..0. '" "''''''' "'.. HI-IHHH 1; U '" '" '" 0.. c"o..o. Q"o.. '" UUU ... "'''' ~5:ii:ii:5: .... " .. '" :1::>::>0::>::> " .......... 0 ,,'" 0 5:: '" " " fI.l:ttlCllClltlltl) '" 5;5;5: "'" CzlOOc.:lOOOO '" '" . '" CIltl]tI)tl)Cf,l 0: '" '" OOtzJ 0000 l1Ird '" "''''''' ... '" '" U ,; ,; UUUUUU U "''''''' ~ '" !;!;~ ~~~~~~ :c ... ~~~~~~~ ... '" ~ .. " ~ .. " " .. ~~~ . ......... ZZZZZ8 0 U .. .... ... rl.,czdtdld'I.. r... 8 .. " ~~g 000000 " 0 ~ ~ '" 0000000 0 """ 0 I-IHHHHE-t '" '" ti 15 .. tititi '" .. " CIltl)tI)CIltll 0 0 ~ , , ~~~~~~gJ ~ 15 0:0:0: tl)tIltllCJ]CIlO:: 0: " ;:i 0: 0: :c ;:i;:i;:i ......0 rz:ICzlCzJtolooQ .. ... ... ... '" 0 ....0 ....rr.dr..rz.rz.O .. .. '" .. .. '" ooCz]tzJooootzJQ '" ...... U "'''''' ~~1iUi~~ra '" " 15 " '" '" .. ~~~~~&i~ " """ U "''''''' " 0 '" '" '" '" '" 000 .. 0:0:" c. Po 0."1.. 0..:::- 0 U U 0 0: 0: .. 000000> 0 UUU . . . .. ONN OU'lOO\110 '" '" 0 ... N N 0 M....cnr"-O\\O.... '" NOO 15 "'..... U'tC'U'tU'lf"-O N ~ 0 '" .. '" '" m""NLIlt--!'ID '" ~.... . . . . . . . . . . . . . 0 .."'''' M""....O'II.DID M .. 0 .. '" '" '" ....\D.... ""CO Nlll '" NMO ;)i ON'" ....IllN<1'I""M N .. 0 '" ~ M M N ... ........ ~ ~ M M '" .. N N ~ M "'M~ ...; ti 0 ,; " ~~~~~~ .. "'''' '" ... 0: U~~ tl)tIltl)tI)tI) 0 ud Q,Q,Q,Q,Q,Q, (j rz:Il'atl:ltl:ltl:l ~ 0 >t8Z ,~~~~~ "" .. ~~~~~~ 000 '" "'U M ZZZZZZ ~ """ .. >< UZZZZZ 0 '" .. Q,I-IHHI-IHI-I ........... '" "''''''' ZHI-II-IHH '" .", '" ~CCQQOQ .. :;j:;j:;j '" ~~= H:E::E:E::E:E " '" '0: '0 ..~ ,. ~ 00: ... "'0 ti:;j:;j:;j:;j:;j:;j U "''''''' "'~ "''''.. ..aaaaa .. ...'" .. "'.. ".. ...... ,. .. 15 .. tl)ZZZZZ 015 0 ..., '" 0 " .... UUU "'''' ..U", rs:lHHHI-IH &1 ..'" u'" :;j ~Q,o.Q,Q,o.o. .. ~ ... '" ... E..,q..q..q..q.q"1 ~g ..'" ., .. ~~~~~~~ " " ~,:: .. :;j.... <rtJrtJtataCtJ G ...> ~~ ..'" ~~ 8 ..... !l!uuu '" <Xl 0 HIlLIr.:lrtJr.ar.a " :;j~ &1[;1 "'0: "''''''' ....~ "'... UO<Xl U::E:i:::E::E::E 00: g'" '" tl)tI)Oltl)tI)tI) "'''' OQOO U ;)ie .... 0 C'" 0: '" .. "'... 0: " ., :;j", '" . . CI]..... ,:c "'. . ". ~!:: ... ~ ...... "'. ........ '" '" "'" "" tI)>t>t>t>t>t ,,'" .." "'" "'" " :;j"""""" " tI))l>t>t "'" '" "'.... <rz.rz.rz.r:z..rz. 00 "'.. .... u.. "... ".. r:z.. rz. rz. rz. 1':&01... "'.. ~ rId... lZ.o ...., o:c U. . '" '" '" "'... "'0 ~. "'. . 0" O. ..., III . .. .. . ... . "'. . . . .... 0 ... :c 0: ... .. '" , " gl '" ~ 0 0: U '" .. .. " '" ... .. U, " .. .. .. '" '" ... 0 ~ 0: gJ '" 0: o:~ '" .. '" '" 0 0: '" 0 .. " '" "0 " '" '" '" '" '" '" 0: '" '" " '" .. "'''' ., i5 M .. "". " .".U'lU'lU'lU'lU'lU'lU'lM '" aJOU'lIllO\r--.-4 '" " ~ '" ., '" '" ~~~ MMMMMMMMM M NMNNNNM M M M M " Z 0 0 000 000000000 0 0000000 0 0 0 0 :ii" H 0 0 000 000000000 0 0000000 0 0 0 0 ~ .., 0 0 000 000000000 0 0000000 0 0 0 0 ..'" " ~ ~ 000 mcoCDCOCDCOCOCOCD ~ co CD aJCO COCO en ~ ~ ~ ~ 0 H " " ~~~ r--r--r--r--r--r--r--r--t"- " r--r--r--r--r--r--r-- " " " " 0 .. .. ...... .,..,..,. ""..,. ""."...,."" .. ."...,.""..,..,..,..,. .. .. .. .. ,..'" '" .. .... H~ .. Uo > , '" .. 0 0 .. '" ~ .., 0 ., 0 .., .., .., ., ., 3: 3: " M"" 000000000 'Zgj~ Z~~ ., OOM MMMMt'"'IMMMU'l H " " U MOO CD <lI co COCO aJCOCO.-4 " OE-i~~l::I:lZfJ) ~ ~ H H "'00 MMMt'"'IMMMMU'l ~ ~~t::~~gf:i '" 0 ., '" ~ 0 " , , , NNNNNNNNU'l ~ ~ '" 15 " 0 '" ~.... .-4.-4.-1.-4...............-1.-1 " 1-4~e:::~:a E-< ~ ~ 0 0 '" OMM 000000000 '" ~t<:I~O tlr:LI 0 ~ .. '" H " '" .,.,., NNNNNNNNN .. UQ :t:1'J::Ec.. .. M ., H " H '" tl .. el '" H HHH .-1....,..,.-4.-1.-1.........-1 .. MMMMMMM M 0 M " 0 0 "''''''' 000000000 H I'"'lMt'"'IMMMM '" H M '" 0 .. .. MMM NNNNNNNNN '" .,.."..,.""""'."..". '" '" .. '" U . . . . . . . . . . . . . . . . U 0 0 000 000000000 0 0000000 0 0 0 0 '" ~ M ~~~ .-l....OOOOMMO M M"" 0....,.,..,. 0 ~ 0 0 M " .. "'''''' .-4 Q\O ","N ""U'l""N .. U'l..-t....(I\..""N '" 0 H .. .. H '" HHH ......-tNNLIl............N '" ....1ll.-4..-l....o\N H '" M " .. .. ...... ."..".""."..".."...".,..." .. ..,."""""""".,...,. .. .. .. .. " . . . . . . . . . . . . . . . . el H H HHH .....-1.....-1.................... H ...........-lr-l..-l.-l.... H H H H 0 0 000 000000000 0 0000000 0 0 0 0 .. H '" HHH .-1.....-4.........-4.-4.....-4 '" .................-1\0.... H H H '" ., "' ,.. . Z cn:tIlOltllfJ)f1ltl]tIltn , ., H ., .cLIrz:lr:LIrdr:LIr:LIl1ltdc.J ., , H 0 I-tHl-Il-lHl-ll-lHH ., ., '" ... ., .. ...:l...:l...:l...:l.J...:l...:l...:l...:l ., H ., "' ., 0.. c.c..c.o.. c..c..o..o. H .., H ... U 0 0..0..0.0.0..0.0.0.0.. .., tlJrIl:OlCllClltllCll '" '" '" .., H ~ :J:J:J::JO:J::>::JO '" ZZZZZZZ '" ., z '" 0 5; tl)rJ]tIlClltlltllClltlltll '" 0000000 0 H 0 '" .., 0 HI-II-II-II-II-II-I " .., H 0 . ., l>::Il>::Il>::Il>::Il>::Il>::Il>::Il>::Il>::I ., f-..q",q",q-tE-q-q... '" .. '" H '" ,; UUtltltlUtltlU ggggggg~ ,; '" ~ , ., ~~ ~ ~~~~~~~~~~ '" 0 .. '" ~ Z H Z " .. z . H " c...c...c...r:r..c...r:r..r:r..r:r..r:r..8 '" tIltlltlltlltlltlltll8 H '" H .<: 00 ~ l>::Il>::I::r:20 0000000000 '" I-il-ll-ll-ll-l....;-;O ~ 0 H ~ u ti.. ZZZ8 .. " 00000008 Z 0 '" .. .... 000 ~~~~~~~~~@l '" l>::Il>::Il'iJl>::Il>::Il'iJl>::I .... H ., .... el ~@l '" :I::I:Xa:: a::e::e::a::cr:e::e::cr: '" .. '" '" H 0..0..0..0 '" .......................................................0 H i:i .... H 0 "" '" l>::Il>::Irz:lQ rdl>::ll>::ll>::ll>::ll>::ll>::ll>::lrdQ ., {I]{I]tIl{l]{I]{I]{I]Q '" '" '" U Zz '" ...:l...:l...:lZ 1;Hl1;11;1/Hl&'i1;HHl " l>::Il>::I::r:2Wl>::Il'iJl'iJZ '" ., ., '" U 0" ., I'iJl'iJl'iJl>::I ., OOOOOOOI'iJ ., '" 0 ., '" U> '" 888> Or:Jr:JCJUOr:Jr:JO> '" QQQQQQQ> '" 0 " '" . . . . .. 0", 0 CI"IU'lCl"lM -'lCl"lNt''lf'f''oo::t'U'lCOf''o .. 00000000 H 0 0 " el "'" 0 'If'U'lo::t'lII N\OOMM\OMONCI"I '" 00000000 '" .. 0 '" . . . . . . . . . . . . . . . . . . 0 H" .. CI"I.....CI"IO MOCOMU'lNU'lCOO'lU'l H 00000000 '" M .. '" ~ M~ " U'lMU'lU'l HH H MO ~ CO o::t'COo::t'o::t'''t'o::t'ID .. "' '" ~ "'~ '" H H M H H . . . . . . . ., ,; ~~~,n~~~~ '" .., '" e::/X/Xe::e::e::e:: ., 0 ., Cl]CI]CI]Cf.lrJ2rJ2rJ2rJ2Cf.1 " 0000000 H Z H 1'iJl'iJl'iJl'iJl'iJl'iJl'iJl'iJOO 8 <~~~~~~~ .., "'., Z H 0 '" ., ............1-1................1-1 '" .,.. H gJ Z .., Z ...:!...:l...:l...:l...:l...:l...:l...:l...:l 8e::e::e::e::e::e::e:: ,..'" ":ii H "'.. 0 Cf.Io.. 0.. 0.. a., c..o..o..c..o.. 0 01'iJ1'iJ11l11l1'iJ1'iJ1'iJ ..,0 . .0 " :ii "'" .....-lNM tc..c..o.o.c..o.o.c..o, "'''' tIl88E-tE-tE-tE-t8 "'., 1;1", U.., ., .,., E-t### 000000000 "'"' OOZZZZZZZ '" U ~ Z", "H ., ..'" <izzz OtlltllrJ2t1ltllrJ2t1ltlltll '" ZHH....I-II-IHI-I OU .. H "H .., ., " "'u Z~~~33~3 "'H ~.. ..~ ., ,.. .. z U ...., 1-1000 Ol1ll'iJl1ll1ll>::lWrz:lOOl>::l ., H '" "'0 "'''' 0 .,U ~I-II-II-I c::uuuuuuuuu .. ::E;tIlCl'lCl'ltlltlltl]tIl ~ti H., oz .:i:i H H ..,:3 ...... c......HI-I............I-II-I.... ~;J ..~~~~~~~ "'''' H ~;: .. !i!M ::E;<<< c...e:r..r:r..r:r..r:r..rz.e:r..r:r..r:r.. "'., "u .,,, "'0 '" 0'" ::E:8E-tE-t oor:r..r:r..r:r..r:r..c...c...c...r:r.c... ......, 00..0..0.0..0..0..0. ti;;J "'" .,., 0" HH "H 0" "'., Otlltlltll tlooooooooo "''' ........I-II-I....H.... 0., "'" .,'" U ~~ ., ..'" U H ., )oItltlUUtltlU ., " H :ii", ..... z. .,.,., c.......".".........."... ... ... E-t 1-1 1-1 1-1.... 1-1"" 1-1 ..,. z. ..,z .,,, z", .,... 0... 8c:e::c:: c...)oI)oI)oI)oI)oI)oI)oI)04)o1 ..,,.. ~iB15eleliB .,... H,.. 0 ~.., z", ., ~~ U" tIl....HH Or:r.ra.c...c...IkoIk.ter..c...1ko H" .. .. OH 8 H.... "'" . 1'iJ1kort.rt. ... ... ... ... ... ... ... ... ... ... C::::E:::E::E::E:::E::E:E O. o. z", .... 0 ~ 3: ,; ., Z Z H "' H " ,; > H H ~ .. u.... 1;1 '" "' H '" '" ., "'H ., fl ::i ::i el H H ., ",0 > .. 0 > > 3: "'0 "'... ~ 0 ., .. " " 0 ~rJ ... 0 ,., 0 .. .... " '" 0 ... ... 0 .. ..'" .. ... .... ...'" .. Uo :;- '" .. 0 0 .. .. '" ,., " ., 0 U ~ ... ~ ~ .. ... .. ... ... :E ... .. ,., U ... ~ 0 ... 0 '" U U 0 .. ... ... .. ~ .. " ~ ... 0 .. ... ~ ... ... ." "' '" .. ., 0 ... ,., . .. ... .. ~ ., " 'tJ ~ '" . " " u " '" ... ... ~ ~ 8 ., U .. .. 0 ... ... ~ ~ 0 '" ~ ~ .., ~ .: ::i ., :E ~ '" ., " ...... "'... " .. .. 15 15 "'''' ... ... ~ ~,:: ... .. ... ...... .,... " U ~tJ ~~ . ,,'" .. ,,~ ., .. ....... "'" . .... 0 ... " u.... " ",... ., :E ",0 > ~ "'... "'... ~ ., " z :ii'" ~ Q "' "0. " 0 ~ 0 0. ><'" .. -... ~.. .. Uo :;- '" .. 0 0 .. 0. .. "' " '" U ~ " ;, ~ '" ~ " "' U .. 15 8 U " .. " 15 .. . ... ... .~ 10 .. 0 . ... '" ~ '" ~ ~ u ., .. 15 0 .. U .. U '" " 0 0 0 .. '" " 15 M '" .. " " z ~ M ~ .. '" 0. .. .. ., " '" 8 '" '" '" '" ..... .,... >< .. z ., .,.. 0 ~ ... ~ :a.:: .. 0. 0 ~... .,~ .. U ~el :ii", .. z., '" z'" '" " ~-... "''' 0. .... 0 ., ... " '" u-... &i "'... 100 > "". .,,, >< 0'" ,,'" llt5 ., ..'" o o >ON .. ~"' Uo :;- Ol'" 00 ~.. 0"' "'"' "" .. " '" >: >0 < '" '" o .. " ., [; '" '" '" < " ~ o~~oooooooO~~O~O~OO~N~~O m ~ m m ~ ~ Z ~~~~OOOOOOON~~~O~~~MM~~~ M Z M M .... r.J. . . . . . . . . . . . . . . . . . . . . . . . rz1 C .... ~ N~m~OOOO~~O~~~NO~~~~~~mo ~ ~ ~ ~ 00 .~ 00 ~.~~~~.~MN~N ~~OMN~~~""~O M r.J M M 3 ~ 00 ~ ~ ~N"" ~~M O~ ~N""~~ ~ 00 ~ ~ 00 ~ ~ N M ....M .... M ~ . ~. ~ ~ o aJ M l.II l:Q l.II ll'I t:z:l Ol Ol '" . ~ ~ .... c 0 00 )04 .a :i a:I . " ~ ., ., o "' > Ol ::J g >0 '" < '" '" < Ol "' "' ~ '" .. o .. Ol ~ "' " " ~ " I 0 \D 0 r.:I : ~ ~~: z ~~o M : ~ ~l:Q~ ~~~ ~ ~~~ ~ I ::>0 ~ 'XtJQO'lO'\ f-tc <at&. r.J I <2 r.J~ IDl.IIO'\Q'\ Uz NtrJ 0 rz1 ~ ::J CIlfz:l \D en 0'\.-I1""'l :J::J I-ttJ. Z :c 0<( .... .,"'~~~ ~..""'''>" .. " ~O e::E-i~7.-l1' CIltl)~~;iS ~ ~Z E-iU'CIlltl)CIl ZE-i~HH> E-i ~I-t Zr.J<O OOOOOU >~fz:I Z 0'" "'~~"Ol""""U""~"", ., Z w~ ZOmOQOO::J::J ~Oe::O XO CIl C:.:l r.J<OQ.,C::O'llQZallQC&ora..<OH. C.Z ~ 8. O>::EZI-oIQ.,1""l 0 CIle::E-i '01::> 1-l::J tJ tIlf"'4 Z Zt.:l 00 l'aJ. .ll&:lw:::Ea.O<UE-iO ::Jr&.Q 00 )04.. 0 OQ~ra..OUfl1e:: e::e::ZZ Ue::Zcr:OOO z :c tI)\Q I-l r... OOHOc.. .a.C.O::;OOI-tc.:lC:<JC.ZZtl3~""O:j tI) U CIl .... 8 U~)04 wZ::Ee:::EZe::e::ZI-tQ:E::E:EO::J ::Era.. Q ~ ",- '" ~~""'","'O~U~~""~<"'>:"'~""~" " ~ " <~ I-t ::E<E-i<Oi:Q Z > 00> Z~::; 0< H.... cr: OZtnE-HI. . .I-t . .e::cr:..:,c.1 uo .Ct:e:: 0 ra. III U C. U r.JZI-t~~,~O OO~~O~~,~Z~~~~~ ~ ~ ~ " < Ol "0<"''''<''' ~ "~><"'~"''''''~''OlU", < >: ""' 0(0\ tJ ~ ~tJ~O..(QZ.o(. '..(~l'.:l~..(~Z~<~td~cn ~ U..( raJ ~ ZO\ ~ Q O~Q~UW~O~OO~~~~~~~~~~tJ~td..( ~ Z 0..( ~....... ~ ~ lko~ 001 :a ~ ~I M ~ ~~ 5 5: ~~~~~=~~~:::~~~~~~~~~~~~ ~ ~~: g ~ ~o lko lkol ~NNNNMMMMMMMM~~~~~~~~~~~ ~ ~ ~I ~ ~ "'OJ OJ" ~~ 000 ~tJ OJ ..'" 0 0 "'N .. ...~ Uo > , "'''' 00 .... O~ ..,.., "" '" .. M " ... OJ ... " ~ OJ al '" .. ~ 0 al '" . ... ... C ~ " . .c 0 01 , , , , , , , , , , , , . " , . OJ , .... , "'... ", ... .. 0' "'.. ... , ... ..' ~,:: 00' .... , ....... "', U 00 U, ~.. tJ "', OJ, ".. OJ C' .......... '" .... ... 0 C' U...... 13 13: "'... alO .. .., "'., ... ... ... .. ... .. .,,, . . >" . . 0'" . c-6 . 0'" . . ;g . . . . 0 . *' . "U . . 0 . . 0 . . >ON . . ... . . ~'" . . Uo . . :;- ~ . . "'''' . ~o 00 . "'... "'.. . U 0'" . . m "'''' . . '" "" to to........... ... ... . . 5 c.. ... ... ... ... ... ... .~ 0 . . >: '" ... ill ill......... ., . . '" . . ~ ~ "'0\0\0\0\. "'.. . . "' '" . . '" ... 0'10\0\0\. ~ . . 0 . m . . u ~ ......................,... '" .'" ~ . . '" 0. .~ . . , '" "' .a'lO\a\O\iI '" . . ... " ... . . , ~ 0 ...................... ~ "',,'" 0:' . . 0 ......... '" . . . 5:':' ~ ~ ... ............................. .,., ~ . . >:>:>: . " . . .,.,., " . ...........f"'4...... ,; "''''" c .c . . ~~!5 .~ u . . 5 ~ '" ... 0000. "'"'"' '" . . >: ... "',,'" E . . >: :. ...~~ .. ill to ... .. .. 0 ., 000 ~ . . U >: 0 .. .. .. .. .. .. >: "''''''' .. . . 0 "''''''' ..."...... .. U '" m . . '" "''''''' . >: . . '" ~ ~~~ .~ ~ ., . . '" '" 0.0 ..... . . ... ......~ 0 "'N . . ~ 0 000 "U >0 .. . . c 0 m ".. . . 0 ""'N C '" ~ . . .~ ......'" 0 '" :i!.:: . . " ...... ...~, . . u .: , , , u.'" ~~ . . . 0 "''''''' UC~ U . . ~ " ~ "''''''' ~c, :l!", . . . 0 , "''''''' ~.~ . . '" '" ., ~~~ "",0 :.'" . . " '> "''''''' m ~, . . " ~ ~~~ ~E", .... . . ~ 1:i ~~~ ~ . . 0 000 0 u, . . 0. '" , , , c'> "'~ . . . 0 000 . ",0 .......... .. '" '" . "'... '" m~~~~~~~~~~MN~O~~~~~M~~~NO"~N~~NMMO~~NM~~~~~O~~~ 15 '" MM.~.~~"~~MMM.~.~NNO.~~~.N.N~MNNN~.NMOOOOONNMMOO " Z 000000000000000000000000000000000000000000000000 ;g '" 000000000000000000000000000000000000000000000000 '" 000000000000000000000000000000000000000000000000 .. .... " ................................................ 0 '" ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 0 ................................................ )<" .. .. ..... "'"' .. Uo :;- '" .. 0 0 .. .. "' '" ~.~.M~NN~~MM~~~~~~m~~~~~NM.~MO~~~~~..~~~m " \D\,QCDr--CD~ r--r--~\D\DO~Mr--r--\DOr--~~NNCDCD~\Dr--CDr--~\D"r--CDCDCDmmOO"CD~\DOMMmm..~\D NN"~~.mmNNNr--m..""NNr--r--r--r--\DOO"NN\DNNNOOmNOONmmNNr--r--mm m~r--mm~~M..~~~mm~"""""""NMMMOOO"""\D\D~.\D\D\Dmm"""""~ ~~MMM~~~~~~~~~~OOOOOOOOOOOOMMMMMM~~~~~~~~~OOOOOO ~~NNNN~~~~~~~~~NNNNNNNNNNNNNNNNNNNN~~~~~~~NNNNNN '" I I I I I . . . . I I I I I I . I I I . I I I I I I I I I I I I I I I I I I I I I I I I I I I I U ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ '" OOOOOOONNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN ~ ~~~~~~~OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~m~~~~~~~~~m~~~~~~~~~~m~~~~~~~~~~~~~~~ '" ~~~~~~~MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM " '" j U .. ... ......... 15 ~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~M~~M~ ~~m~m~~~~m~~~m~mm ~mmmmmmmmmmmmmmmmmmmmmmm '" "''''''' 0 MMMMMMMMMMMMMMMMM MMMMMMMMMMMMMMMMMMMMMMMM M MMM U . . . . . . . . . . . . . . . .. ........................ . . . U OOOOOOOOOOOOOOOOOMOOOOOOOOOOO~OOOOOOOOOOOO~OMOOO .. ~~OOOO~OOOOOOooooommomm~mmmmo~~OOOOOO~~~~~omomoo ~~~NN~~~NNNNNN~N~~~~~~"""~""N~~~NNNNN"""~~~"~"~N .. ""~~~~~N~~~~~~~~~~MM~MMMMMMM~~"~~~~~~MMM~~~M~M~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~M~~~ " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 "M~"""""~~~M~M""M~M"M~~"MMMM""M"~"""""M""NM""""~ 000000000000000000000000000000000000000000000000 .. MM~MM~~"M""M""~M~M"M~""MM"MMMMM~~MMMM"MM"~MMMM~M m ... ... .~ '" '" '" "' '" '" '" .. ~ ~ ~ 0 . '" '" '" ... '" '" '" " '" U U U " :Ji '" '" ., . '" '" '" .c Z u UUUUUUUUUUUUUUUUU~UUUUUUUUUUUUUUUUUUUUUUUU~U~UUU '" .. ~~HHHHHHHHHHHHHH~~HHHHHH~HHHH~HHHH~HHH~HHH~H~~HH 15 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 0 ~~~~~~~~~~~~~~~~~O~~~~~~~~~~~~~~~~~~~~~~~~O~O~~~ U ~~~~~~~~~~~~~~~~~U~~~~~~~~~~~~~~~~~~~~~~~~U~U~~~ U ~~~~~~~~~~~~~~~~~U~~~~~~~~~~~~~~~~~~~~~~~~U~U~~~ .. ~~~~~~~~~~~~~~~~~<~~~~~~~~~~~~~~~~~~~~~~~~<~<~~~ .. N~ONN~~mm~mmm~~m~m~~MN~~M~~~Mmm~~NN~~M~~Nmm~~~~~ 15 NmMM"mM~m~~m~M~mOm~OmO~~m~NNNM~mMM~NM~~NNMNNm~~~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 ~NmOOM~m~~m~m~m~mmmo~~m~~~~~~M"~~OO~~OO~M~mmNm~~ :Ji N~~MMm~~ ... ~~~~~N~ Mm~MO~M~M""M"O~N~M~~~~ ......" "M " ... ... ... """..-4 ~Mm~ ... ... ...'" ~ ~i ~ 8~~ ~ ~~~ ~ ~"z" zz "'~ ~ ~~;;; oj ",~..",,~ ,~ :i! ~ .> ~. ~~ ~ ~ ~ ~ ~~~ ~ ~~> ~it'l1 t'I1~ :':E-i:.:. .oo:.:~ :.:.ca:c .......~~ ~ 3: ~ ~ Q~:':~...tM ~ '~>,CQ ~~~~~E-iE-i~~~~Q~~ ~~~ ~ Ot'iJ E-i~ ~~~ >~~MM~ ~~5~~<~ ~ '~~~~~~~QQ~ C~~~~~Q~~~8~Q~S~~~~~<CQ~~~3 " "''''~''O~ "''''....'''''''''UU~~O~~~...'''"'~~ "'~"''''15~~'''"",,'''~~~ 15z '" ..'" ~~~5~~~ ~E-i~~~~~~~ ~~ N~~ZO ci~ ~~~~ ~~~3~~ ~~.ca3 "''' ~~~ ~~~ U~3ZU~~ZZ~~~M~O ~O~~Q~ <~I~~ >~~~.. )< .. Z UU3Z M ~ ~Q~ M HZ.caH~ ~U 3; ~<HZ~~E-i M QC~ "'''' 0 ~ r:.:I~ I U'IZ~.ca::e~~~U'I~~iS:C:C I =~o tI1.......~ . 0lll10cr:t'I1t'11lll1~M I =:c~~ :c ... '" OU'l~.Q t""~~ ::e Q U'I~OO E-i~~E-i~tI10~::'::~::'::0:C 'O~ HQlll1t'11t'110~f-i~ ~~ :i!,:: .. ~mm~Q ~m~QHX~ OO~~~~mmO m M3;c :Cm~O Ccr:~~~~U'IU'1', 0 .. lll1~~XH~mMHt'I1~OO~~~MMMMM~~~~~~~~~m . .~~t'I1~Hf-iE-if-i~"MMOO ~ "'... "'''' ZM"~:C~MMtI1U ~ZUMMMM...tMMMMf-i M~m" "UU"::.::cr:~:C~tI1t11"~MMUUX" U :Jip) ., ~~ .. .. .. .. .. .. .. .. .. . .. .. .. . .. .. .. .. .. .. .. .. .. .. .. ... .. . .. . .. . .. . .. . . . . . .. .. . . . . . . Z'" ~~~~~~~~~~~~~~~~~~~~~~~~~~>~~~~~>~~>~~~~~~~~~~~~~ Z~ '" ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ "'..... "''' >0<........................................................................... .. .... 0 '" ... " ~ U..... i:i "'... ",0 > . "" '" '" ... i') U'\\,QONM..,. ... ... " M "M ..'" '" MO................ 0 0 0 0 00 00 0 0 0 Z 000000 0 0 0 0 00 00 0 0 :ij'" ... 000000 0 0 0 0 00 00 0 0 ~ .. 000000 0 0 0 0 00 00 0 0 "0. 0 ..,.."..,.."..,...,. " '" '" '" "" "" " " 0 ... r--r"r--t-or--r"- .. ... ... ... .... .... .. .. 0 ....,.........,..... .. .. .. .. .... .... .. .. .." 0. .. ..... 0. 0. ...'" .. Uo ~ " .. 0 0 .. 0. '" .. " OMC1ltl1UlI.tI ~~ COf'oIDMMM NNO............ "'''' ...."",.,............ .... Mr'-OMMM "" N....NNNN "' " '" H " '" I r , I , , .. '" ... .. U CD 0'\ 0'\ a'\ (7\0\ ... .. ... ... NNNNNN ,; M " 0 .... ,; 0 000000 " '" 0 i:; \D\Q\O\D\D\D " ... U 0 .,'" " COalo:lalCDCO .. .. '" .. "'''' .. ... MMMMMM 0. '" 0 '" .... 00 " ... " 0 .. 15 ........................ '" '" M ... '" '" CllCOCDalCDCO 0 .. M ... 0 '" 8 MMMl'"'IMM .. M .. '" .. .. . . . . . . U 000000 0 0 ... 0 ..... "0 0 0 " 0000""1:"'- '" '" 0 ... 0" 0'" '" 0 ""N""NO'ICl'\ " .. .. ... 0... 0" " " .. Cl'IlIICTlUl.....-I '" '" 0 ... ".. "'" '" '" ..,.""""""""..,. .. .. " .. "M ".. .. .. 0 . . . . . . .. ... 15 ........................ ... " ... ... M'" MM 000000 .. 0 0 0 00 00 '" 0 .. I.D....\D...-l......-t .. '" ... ... ..... .... M ... 0 " " '" . U .. 0 " ... z 0 ... .. '" 0'" " ... " 0 " :ij~ 0. " .. '" " ~ '" U .. " U .. ... 8 '" 13 oz ... 0 &; i') 00 '" &; ... "... .. . '" " ~ ',11 ~ '" ... " '" " ~ '" ~ .. " :<~~ .. ~ .. ." ~ ~ ~ '" .. " ~ . '" " 0."" 0. U .<: uuuuuu~ .. ... zo 0 &i u 11 0 " "..... ".... 11 " .. I-lI-lI-lMH.... .,; '" ~~O: .." " 15 cr:o:: e::cr: a:: 0:: 0= ~ 0 " ..."'" ;;'! z ti1111ti11118 0 .. ..... "00 ""0 ... 8 " " 0"0 0"'0 .. .. rz:Ir.:Ir.:ItolU:Jt:z:IZ 8 .. '" '" OoUZ o...z Z Z U ~...:I...:I..:I..J..:I11I '" " " "'''''' "'z'" 0 8 " IIll'lJl:&Ir.:Ir.:IlIl> " 0 0 0"'> 0"'> U . . . " U .. MI.Dr"-\DMMlIl 0 0 0 0 000 0...... 0 0 15 ....O\O\DU'I\Dal ... '" 0 0 000 0"'''' .. 0 . . . . . . . 0 NO l"CO \D\D CD .. '" 0 '" 0",'" 0"'''' ... 0 ~ r--....Of"'oI.D....Lll '" '" '" 0 ..,,'" 0...... ... 0 ... 0 ..,,'" ... .. '" ... " " "'..'" M 0 ..; .,; .: ...- M- ~ M M ..; '" .: M ... " M M ... ... ... M M ... '" " '" '" " '" " .. Z '" 0 !:: ... ... " .. ~ " U" '" ~ '" .."'.. '" 00 '" ~ " "" .... ".. g" 0 " 0." " "'" ..- ::!;! .. " .. "0.'" ~.. ~..z 0 U .. '" :t~~~~ '" '" ... ..0 " ,; " ..'" ::l::! ..'" U "0 ... ... ,,~'" '" "" "U 15 "" ~1311 "0 0. .. .. Z "'0. "... 0.. ,,"Z 0 "'" 0 .. "... > ~> 0" ..., "'''''' OUO '" " ... ... D...:IDtl1~)oI>t 0" ." u" ;!": "~o. "''' ..... 0. ~,:: .. O::..:I~t"-~E-tE-t "" ..'" 0 " " "'.. " 0. r.JOO MI-lI-lH 0 ..." :ijg; 0 o z :ij",gj Z... .... ...... "'... Z~ ....UUU "'U U OZ U ... 0" ~~ U ~tJ '" .. 15gj .." " " ...U" ".. :ij", .. ... .. .. <II ... g ... ..'" "M" ",,'" Z" fI])ol)ol)ot).l)ot>t O~ "U "'''' ".." "'0" .... ....." Z'" '" ::>1kol!&"l!&"lkolZ.1ko .,.. U'" 0" "'" "M'" ,,"'Z '" .." ........ "0 ~... to ill......... . ," 0." ... ili..... .."... ,,~ .." .... 0 '" 0 0 '" .. '" '" ... 0 ~ " " .. .. " ~ " U..... &i .. .. .. " " '" " "... '" '" 0 0 " " ,"0 > U '" " " Z Z 0. " " . "'''' Ol 1; Ol " Z ~~ H '" .. ..'" " 0 H 0 "N '" .. ..... H", .. "0 > , '" .. 0 0 .. '" "' '" " Ol " H ~ H >: H :l " .. !l 0 " " .. .. " !l .. . ~ ~ .~ "' .. 0 . ~ ~ Ol .., :\i . " Z U ., .. !l 8 .. ~ " 0 .. 0 0 0 .. ~ " !l .. Ol .. 0 ~ z :\i ~ H ... '" .;; '" '" ., ... " '" 8 Ol '" >: Ol ..~ "N .. .. z ., .,~ 0 ~ ... H :;l':: .. '" 0 H... OlH .. " :\ipj ~'" .. z., '" z'" Ol 0 H..... "'" '" .... 0 Ol ... " '" "..... &l "'... ",0 > "'., .,,, >< 0.. 0.. :i!(j ., ..'" 0 0 ..... .. ...., Uo :;- "'''' 00 "'.. 0., "'''' "" ,.; ~ >: ... < .. '" 0 .. 0 ., ~ '" .. .. < 0 '" '" :i! .. MOO 'It' l%I..-f '" .. '" '" ~ Z U'l""..-t0'l0\0\ ~ Z ~ ~ ... ., . . . . . . ., 0 ... >: Nr-OI'f"oCOU'l '" >: '" '" ., ... ., f\lt'O\MMO\ '" ., '" '" J: ., '" MMt"-O'lU'l.... ... '" ... ... CO !5 .......... .. ..- !5 ..- .. ... .. OI't'-I'Nt'-ln f;; 0 ., "'..... M" .. ., .. .. '" ... '" ... ... '" . ... ... ... 0 0 ~ >- ~ ., " 0 . '" ., CO 0 '" ~ '" ~ '" .. < .. .. < '" '" '" ... ., .. 0 .. '" ... '" " Z ... , , 0 CO , 15 , U . , CO , ... '" , ~ .. , ., , N CO ~ , ... is , ~ 0 , , , ... . of;; >: 15", ~ CO .. ..... o ' U "'''' Z 15""U 0 CO >- .. 0 15"'0015 '" "'''' ... ""'i1515.. '" U '" ... .. 0 "" :l':: .. ~E-t f&of&o 5 ~ :i! ... o J: ...... '" an.JIXC::O .. ., U .. U lIQCdllllJl'z1lX .. ., CO :i!.. (j '" ~"""J:u '" (j :i!: ~ '" ., oc:e....,.:CrIHIJ :l ~ Z" ., 0 O~f-I~CI'1r.:1 CO Z, " ....... '" '" .... ~ ~ ... 0 0' "" "", ., u.... 15 15: ....COr--....NM :i! :i!: " "'... 00\""'000 ~ '" 0 "0 .. ... ....M.\I:t\Da:I ., ." ., ..