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Home My WebLink AboutCC February 2, 1999 "'-_/ Regular City Council Meeting - Tuesday, February 2, 1999 CITY of ANDOVER 1685 CROSSTOWN BOULEVARD NW, . ANDOVER, MINNESOTA 55304 · (612) 755-5100 Call to Order - 7:00 PM Resident Forum Agenda Approval Consent Agenda Approval of Minutes Discussion Items 1. Public HearinglVacation of Easement(99-0 1)/4440 145th Lane NWlKrinitsyn 2. Accept Dedication of Easement/4440 145th Lane NWlKrinitsyn 3. Public HearinglVacation of Easement(99-02)/4464 145th Lane NW/Olson 4. Accept Dedication of Easement/4464 145th Lane NW/Olson 5. Discuss Zoning Contract/Chesterton Commons/Ashford Development Corporation 6. Approve Final Plat/Chesterton Commons North 7. Discuss 1998 Warranted Signal Locations & Set Priorities /Anoka County Highway Dept. 8. Discuss School Speed Zones/Andover Elementary and Oak View Middle School! Anoka County Highway Department 9. Gambling Report Continued \ '-J BRA Meetinl!: 10. Public Hearing/1999 CDBG Budget Staff. Committees. Commissions 11. Discuss City Newsletter Non-Discussion 12. Accept Feasibility Report/Order Plans & Specs/98-33/Cambridge Estates Second Addition 13. Approve Hiring of Water & Sewer Maintenance Person 14. Approve Resolution/Appraisal Fee Collection 15. Accept Feasibility Report/Order Plans & Specs/98-28/Shadowbrook 5th Addition 16. Approve Quotes/ShrubsN arious Parks 17. Order Plans & Specs/99-3/Crack Sealing 18. Order Plans & Specs/99-4/Seal Coating 19. Approve Pay Equity Implementation Report 20. Expenditure of Contingency Funds Mayor/Council Input Payment of Claims Adjournment ''-.J agenda Bookmark Name minutes phkrinitsyn acptkrinitsyn pholson acptolson zoneashford fplatccn discsign disczone gambling cdbg news acpt9833 hire appraisa acpt9828 shrubs ord993 ord994 pqyequity contingency CITY OF ANDOVER REQUEST FOR COUNCIL ACTION " DATE: February 2, 1999 'J 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 HRA Meeting January 19, 1999 Special Council Meeting (Grttel absent) January 19, 1999 Regular Council Meeting \, '-J , \. '-..../ , / CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE: Februarv 2.1999 ' ITEM NO. Vacation of Easement 99-0 I 4440 145th Lane NW I. Andrew Krinitsyn ORIGINATING DEPARTMENT Planning John Hinzman, ~ City Planner AGENDA SECTION Discussion Item Request The City Council is asked to hold a public hearing to vacate a portion of a drainage and utility easement along the former western property line of Andrew Krinitsyn located at 4440 145th Lane NW, Lot 7, Block 1, DOSTALER-HANE ADDITION (PIN 30-32-24- 24-0008). , / Backeround The City Council approved a lot split to rearrange the property line between 4440 and 4464 145th Lane NW on November 4,1998. Staff Review The proposal would eliminate unnecessary easement along the former property line. Drainage and utility easements along the newly created property line are concurrently submitted with this request. The proposed vacation site is absent of city utilities. Staff Recommendation Staff recommends approval of the vacation of easement, subject to easement dedication along the new property line. , Attachments . Resolution for approval . Area location map . Site location map . Vacation of easement application . Notice of public hearing .j , , ,_~i \. ) '\ ,j CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R -99 A RESOLUTION GRANTING THE VACATION OF EASEMENT REQUEST OF ANDREW KRINITSYN TO VACATE A PORTION OF A DRAINAGE AND UTILITY EASEMENT ON LOT 7 BLOCK I, DOSTALER-HANE ADDITION, 4440 145TH LANE NW (PIN 30-32-24-24-0008). WHEREAS, Andrew Krinitsyn has requested to vacate a portion of a drainage and utility easement located at 4440 145th Lane NW, legally described as follows: The 10' drainage and utility easement along the western boundary of Lot 7, Block I, DOSTALER-HANE ADDITION; except the north 10 feet and except the south 10 feet of said lot. WHEREAS, the City Council finds the request would not have a detrimental effect upon the health, safety, moral, and general welfare of the City of Andover; and WHEREAS, a public hearing was held and there was no opposition to the request. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby grants the vacation of the drainage and utility easement as requested subject to the following condition: 1) Dedication of a drainage and utility easement to the City along the property line created by Resolutions R208-98 and R209-98. Adopted by the City Council of the City of Andover on this 2nd day of Februarv, 1999. CITY OF ANDOVER ATTEST lE. McKelvey, Mayor Victoria V olk, City Clerk ,>~ ~ City of Andover OLSON-KRINITSYN LOT SPLIT 4440-4464 1 45TH LANE J / -- '\ 146TH LN ,-/ \ \ I / ~...; ! 1 , 1-1 (J), :I:: ;2 <I: ~. '/ LEGEND 'treet C.n~' Lines ',_- Nater.shp _Park.s/Ip Parcel$ 8 lot I Parcel Boundaries Right4.Way . Wa", F......... 1~ I- 1$5 1-4607 (J) w or 1. ~ ~ 0 :I: ls:: I- 14t17 .... 111&'14 14G ~2 1~ 1146'23 ~ 146TH LN \ \ \ \ l4lGl 146TH AVE -r-:- ~i I G ::;1 I I 11~ ----.J 145TH LN l ; I I I I 1 G .6J CITY OF ANOKA 'LOCATION 147TH AVE I~ 1-67 / / ~ / I ; ! , I J 146T / I- en a: o :I:l v , '-- -' r--",145TH AVE _- I 1 I I I ' ~\ , I L '7 J J j r f<<Tri\ N A Sources: Andover Engi1eemg Andover GIS Anoloa County GIS I inch. 290 r... RF .1:3.483 Map Date: September 29, 199 i. . ~ ~ ~ ~ I " \. '" '" en ~ '" ..: 01 '"' " (' I ~ 0::0 '" 00 ~d:!] ~ h ...... ~ 10 '" ~ ... ~ '" ~ 1 ~ o ~ ~o .~ ~i ~~ _,0:; ;5 ~ '" '" '" ... I" \~ ,i '. I, , /" \ / / \ . :'It !'< / / / I / \..0,. I',j ~~ 01' ;~ ~~ ~. ~< ~~ ~ ~ , 1 It> I'D I r;~~ I , "'w~\ 'fJ _. \ '0 \ \ mUla, , .... \ \ ~ '(\~~. ~ "'.... "o'~f"tJ . o'\.. ~ ~ .. \ \ ... ... ~ '- ,1 --- ~- '. ." \ \ r\; ~ ~ ::0 1> 0 ~ PJ CO '" . ~ I ~ . . ~ . ~ '" 10 110 Ol f:tR.r".GF ~ lI't' tr.. "".<:.f..,-Nr , .. '" 5 0'45'31' E 253.98 ., ,~. , -r ~ - ., ., " ;: ., ~ -, 'n " ,. ., , " U J " . ~ J C -. .., . '.' ~ 7 ~ D' " :z ~ :" - .' D '" ., .. a " ~ .j, . , .. - ~ " .. - - - " n ~ " ~ ~ ~ ... .., -. a . " '^ " . '" 5 'n -- -- - . ,. '" 0 '" .J , , - " " , " .'. . - ::>. -r . ~ 'n ;: . r- C ::>. , ~ -- - . , . " . , ~ ~ ~ '" '" "" . - ~ ~ ~ " , - , ". .' 'n "- 0 a ., .., ':l " -. ~ a ~ -r .. - a -: ", ~ ~ "- 5- '" , ~ .. v ~ " '0 ~ ~ , < - ~ , .., ~ x ~ "" ., D' ,. ,. , " .,' , ). ~ ,\. .....0 '" ~ , " .. '. , " " .. .. , '\ ,--) Ic/j'\ \nJ CITY of ANDOVER 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (612) 755-5100 Property Address VACATION OF EASEMENT REQUEST FORM I;ij L/ C- / 'IS t? L IJ IJ w Il NO N4 H 115":;JoL/ , Legal Description of Property: (Fill in whichever is appropriate): Lot 7 Block I Addition /)l" <;T/)UE,e-)l/J/-Ji: j)pp;'I'cN' plat Parcel PIN (If metes and bounds, attach the complete legal) ----------------------------------------------------------------- Reason for Request (fIIfRC,)~f) I iJ;' th fl>' · I CJ~/NtPLJ!.-<. InT ~PLi-r t>i"o~5;;./,'t/a7...11-1J ( C;fy CnAu-.il nd )J'tJiJ~/l.t.~S<I? ~ /C;C;;? \ 'J Current Zoning K.~2 ----------------------------------------------------------------- Name of Applicant )} f.-i 0,( !; w . \ f< f!. if..{ f f<) YIJ AI tj liMon U.2...R. ,L-( /J , Address /jIlt! (' - /L/~ r;' L;J Home phone Business Phone 5'5319<( -f',) 1- (),), .3, 0 signature Date Property Owner (Fee Owner) (If different from above) oS /.1 tWl- Address Home phone Business Phone Signature Date ----------------------------------------------------------------- , ''\ '-.-/ "- ) 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 City Council of the City of Andover will hold thefollowing public hearings at 7:00 ' p.m., ot' as soon thereafter as can be heard, on Tuesday, February 2, 1999 at Andover City , Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota: ", ..1) ,~, Vacate a portion of the drainageandutility eaSenien,t of Lot 7, Block!,: ".:. , ,",' ," DOSTALER-HANE ADDmON, 4446 !45th Lane}JW by Andrew KrinitsyIi-.,-' . (pIN 30-32-24-24~0008). . '. , ...,--....--. 2) Vacate a portion of the drainage and utility easement of Lot 8, Block 1, DOSTALER-HANE ADDITION, 4464 145th Lane NW by Bruce Olson (pIN ~O-.' 32-24-24-0009). . '. All written and verbal comments will be received at that time. A copy of the proposed' ,. request will be available for review prior to the meeting at City Hall. \.J ~~ {f~ Victoria V olk, City Clerk Publication dates: January 22, 1999 January 29,1999 0., .,._..: ::.~. _ ~__~, .r,.". '.:: ...:;.~_.- ::;:.., ".-. . - .. . _. -' - '. ::' .;':~"' .::.'.... .~. .~~~.:.:~n~:~:. .... ./ . -.....- >: :', '." . ~,. '..;.. . . . ....~... -.:.~......~ ,:- . , '-,'. ...~ .- . ~~ . . ...... ,,:';h',:\i:'",:l~~~ .~ 303224240005 i-IRISTOPHERSON DENNIS D & K M R. CURRENT RESIDENT ~ 'KIOWA ST . , ~uuVER, MN 55304 ~ 303224240012 C:TERS DONALD K & JOANNE L R. CURRENT RESIDENT ~604 KIOWA ST ~DOVER, MN 55304 ~ 303224240015 CCRON JOHN & SAMAC DEBORAH R. CURRENT RESIDENT ~589 LIPAN ST ~DOVER, MN 55304 N 303224240007 URRENT RESIDENT ~532 7TH AVE :-mOVER, MN 55304 ~ 303224130007 EAN DONNIS G & JERRY W R. CURRENT RESIDENT +533 7TH AVE ~r - VER, MN 55304 '- ....J N 303224240008 ANNING VINCENT & LINDA A RCURRENT RESIDENT +40 145TH LN 'iDOVER, [\.oIN 55304 ~ 303224240029 ERR!TT RICHARD P R CURRENT RESIDENT 520 145TH LN :-mOVER, MN 55304 N 303224420005 URRA Y PAUL E & LORR! A R. CURRENT RESIDENT ~459 7TH AVE ~DOVER, MN 55304 N 303224420007 ORE FAY E& DARLENE M R. CURRENT RESIDENT ~437 7TH AVE "DOVER, MN 55304 '- ~ PIN 303224130023 CURRENT RESIDENT .14629 7TH AVE ANDOVER, [\.oIN 55304 PIN 303224240006 KLIMCZAK JEROME & YEONG S OR CURRENT RESIDENT .14595 KIOWA ST ANDOVER, MN 55304 PIN 303224240013 ANDERSON GORDON H & MAXINE * OR CURRENT RESIDENT .14514 KIOWA ST ANDOVER, MN 55304 PIN 303224240014 DE LARCO DARRELL & KATHRYN OR CURRENT RESIDENT .14557 LIPAN ST ANDOVER, MN 55304 PIN 303224130006 TANNER MILDRED E OR CURRENT RESIDENT .14523 7TH AVE ANDOVER, MN 55304 PIN 303224240009 OLSON BRUCE A & S L OR CURRENT RESIDENT .4464 145TH LN ANDOVER, [\.oIN 55304 PIN 303224240028 COREY KEVIN W & DEBRA T OR CURRENT RESIDENT .4530 145TH LN ANDOVER, MN 55304 PIN 303224420006 ROMO LUTHER E & MARIE P OR CURRENT RESIDENT .14449 7TH AVE ANDOVER, MN 55304 PIN 303224420021 THELEN DENIS M & M L OR CURRENT RESIDENT .14429 7TH AVE ANDOVER, MN 55304 PIN 303224130001 NORDSTROM EUGENE M OR CURRENT RESIDENT .14607 7TH AVE ANDOVER, MN 55304 PIN 303224240030 CURRENT RESIDENT .4530 146TH AVE ANDOVER, [\.oIN 55304 PIN 303224130005 BAILEY JOHNNY H & CHERYL 0 OR CURRENT RESIDENT .14547 7TH AVE ANDOVER, MN 55304 PIN 303224240033 ENGLE ERNEST C & VIRGINIA E OR CURRENT RESIDENT .14554 LIPAN ST ANDOVER, MN 55304 PIN 303224130026 BIRCH DOUGLAS W & CINDY L OR CURRENT RESIDENT .4373 145TH AVE ANDOVER, [\.oIN 55304 PIN 303224240010 MEYER MICHAEL J & K M OR CURRENT RESIDENT .4488 145TH LN ANDOVER, [\.oIN 55304 PIN 303224420009 ELLIOTT JOHN B & SHANNAN R OR CURRENT RESIDENT .14458 INCA ST ANDOVER, MN 55304 PIN 303224420008 ALBRIGHT JOSEPH J & J A OR CURRENT RESIDENT .14438 INCA ST ANDOVER, MN 55304 PIN 303224240007 MINNESOTA HOUSING FIN AGENCY 400 SIBLEY ST ST PAUL, MN 55101 \. j \.J , ' I '--~/ CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE: Februarv 2.1999 AGENDA SECTION Discussion Item ORIGINATING DEPARTMENT Planning John Hinzman, J~ City Planner ITEM NO. ~, Accept Drainage & Utility Easement 4440 145th Lane NW Andrew Krinitsyn Request The City Council is asked to accept a ten foot drainage and utility easement from Andrew Krinitsyn along the newly created western property line at 4440 145th Lane NW (PIN 30- 32-24-24-0008). Backl!round The City Council approved a lot split to rearrange the property line between 4440 and 4464 145th Lane NW on November 4, 1998. Staff Recommendation Staff recommends approval of the easement dedication. A deed will be prepared and submitted to the City upon Council acceptance of the easement. Staff will review the deed and record it with Anoka County. Attachments · Resolution for approval · Area location map · Site location map , / , , ./ , , , '-~' CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R -99 A RESOLUTION ACCEPTING A DRAINAGE AND UTILITY EASEMENT FROM ANDREW KRINITSYN AT 4440 145TH LANE NW (pIN 30-32-24-24-0008). WHEREAS, Andrew Krinitsyn presents a drainage and utility easement to be dedicated to the City of Andover at 4440 145th Lane NW, legally described as follows: A ten (10) foot drainage and utility easement located east and parallel with the following described line: Commencing at the southeast corner of Lot 8, Block I, DOSTALER- HANE ADDITION, Anoka County, Minnesota; thence west along the south line of said lot 75.00 feet to the actual point of beginning of the line to be described; thence northwesterly to a point on the northwesterly line of Lot 7, Block I, DOSTALER-HANE ADDITION distant 98.76 feet southwesterly of the most northerly corner of said Lot 7 as measured along said northwesterly line of Lot 7; said line thence terminating. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby accept the drainage and utility easement described herein. Adopted by the City Council of the City of Andover on this 2nd day ofFebruarv, 1999. CITY OF ANDOVER ATTEST I.E. McKelvey, Mayor Victoria V olk, City Clerk ,:~ ~ -_/' I ! ~/; ! f-: ",: :1:' ~ .;: ~ City of Andover ! ''-, -.l 146TH LN 146TH AVE '-=- ~I I .so ;:jl f ! OLSON-KRINITSYN LOT SPLIT 4440-4464 1 45TH LANE 146TH LN ,~ ~ / / , \ I \ \ i I -. I~I ! i I~ I --.J ~'7~c r: \. ~ / LEGEND / , J 1\).__"_1 C.nflet Line. ! Wate'.Sl'Ij:t IIIIi Pork. sltp ,,"tub 3 Lot I Parcel BcM..lt4anes Righl-d.W.., ... WI'" Fe.c.r.. ! ! CITY OF ANOKA , LOCATION 147TH AVE , , J '\ "- .) ~(~ i '';! ~[ / ELv ':- ''ill I I ! ! I~ 'I / / ~ I / ; 4fJ I / I I ; I I / I / I~ 146T -- , I 1.c59 ,..49 r--"'\~ 7E ;- I-' 1 ! I (1)\ l i I .;: \ ! : , lWl 1~, ~J I \ \ ..6 (--.J 1 -' I 29 ~, 144TH LN _ / r \ \ T-\, // I \ \ \ 'i N A SO<lrce.: Andover Engineeri1g Andove, GIS Anolcl County GIS I inch - :90 eeet RF .1:3.413 Map Date: September 29, 199 .,; " - X .; , , 'ft ~ " .. ~ .., ~ ~ " .. " ., ? " " '~ -. '" 'J '0 ~ ; ., ~ '" 'J ~ ~ 'J .. g ~ ~ " ~ "- '; ~ .j, . ,) .. .. ;;. ~ ~ .. .. r;, " ~ n r 0 .. "'" ., .; '" .. '. ~ . 'ft ~ .. ; " C 0 co -, " ~ ~ ,. 0. 0 ;: ~ m 0 . ~ '" .. " 0. '" ~ " ." b " 0 0. ~ - .. .., . ~ .., ~ '" ~ .. ~ ~ - " .. :). ~ ., ." ., ':' '. .., , '1 i T ., .. '0 " ~ , ..... : ~ 'n - 0 .. < .. ft ~ ., ~ ;: ~ M ~ ,. '. .. ~ ,. T " " ,.. " 'n \. ) ( . ~ O~.. O\') ~~ ~ h ..... ~ Ii) '" ~~ " .." . 0 ~~ ;~ ~ ~i ~~ , ~ ~ \. \ \. / '\ .aft. . / ~ l.t) oZ .-" Q) 1/ , Q) ~ /,,/ '" , " g~ / en / \ / '"' / / . 1 ,t> 'D / 'N' I / '.:0/ I ,r;N.- / ,~ ,. ' ~lJ.)~ \ ...'\ .....-. / / \ \ '\;wg \ ' .... , , ,. \. ',J; \ \ \ I , ~ j., UI . I to' !( " ",.-\... <>"". 1'"0',"'... "<:"'.. ~~ ~~ ~. ~3 ~ ~ i I\; ~ ~ ~ b \') ~ ~ ~ en , ~ ~ . (1IJ~ '..4rol' ,. 1,1', ,r'" F~.q..,,*IV' 5 0'45 '31" E 253.98 \ ) '.../ ~I ?' " " . . "....! ." '" ;T " '" '. ~, .' .~ ~ ~, ':. Q :s . . (1. ~ -"- .., . ;;: ;;., ,-. ~ , . ^ , .. .: ,. . 25 ... en '" I" \~ ,i l?t ,~ I I ~ UI UI Q) ... \ \ \ \ \ \. '\. , ... "---- 'z. -- ,J ~. / / ~ I ~ ~ ~ '" I" Ii) en ~ , C , ) CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE: Februarv 2. 1999 ' AGENDA SECTION Discussion Item ORIGINATING DEPARTMENT Planning ITEM NO. ...3 Vacation of Easement 99-02 4464 145th Lane NW Bruce Olson John Hinzman, f* City Planner Request The City Council is asked to hold a public hearing to vacate a portion of a drainage and utility easement along the former eastern property line of Bruce Olson located at 4464 145th Lane NW, Lot 8, Block 1, DOSTALER-HANE ADDITION (PIN 30-32-24-24- 0009). " \. / Backl!round The City Council approved a lot split to rearrange the property line between 4440 and 4464 145th Lane NW on November 4, 1998. Staff Review The proposal would eliminate unnecessary easement along the former property line. Drainage and utility easements along the newly created property line are concurrently submitted with this request. The proposed vacation site is absent of city utilities. Staff Recommendation Staff recommends approval of the vacation of easement, subject to easement dedication along the new property line. Attachments . Resolution for approval . Area location map . Site location map . Vacation of easement application \.. ) . Notice of public hearing -'-_/ CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R -99 A RESOLUTION GRANTING THE VACATION OF EASEMENT REQUEST OF BRUCE OLSON TO VACATE A PORTION OF A DRAINAGE AND UTILITY EASEMENT ON LOT 8 BLOCK 1, DOSTALER-HANE ADDITION, 4464 145TH LANE NW (PIN 30-32-24-24-0009). WHEREAS, Bruce Olson has requested to vacate a portion of a drainage and utility easement located at 4464 145th Lane NW, legally described as follows: The 10' drainage and utility easement along the eastern boundary of Lot 8, Block 1, DOSTALER-HANE ADDITION; except the north 10 feet and except the south 10 feet of said lot. "\ , / WHEREAS, the City Council finds the request would not have a detrimental effect upon the health, safety, moral, and general welfare of the City of Andover; and WHEREAS, a public hearing was held and there was no opposition to the request. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby grants the vacation of the drainage and utility easement as requested subject to the following condition: I) Dedication of a drainage and utility easement to the City along the property line created by Resolutions R208-98 and R209-98. Adopted by the City Council of the City of Andover on this 2nd day of Februarv, 1999. CITY OF ANDOVER ATTEST J.E. McKelvey, Mayor Victoria V olk, City Clerk I , / :~ ~ " City of Andover 146TH LN -----/ ; / ~....; ! 1-; <IJ, J:: ;2 <( :E' " 'J 1/ LEGEND , ) ,/\.., ~..a..t Cenc.r Lln.. :Wa.,.sltp _PoI'I<SIIP Pol",... 8' Lot I Parcel Boundlinn , Rigekll.Way . Wa.., F--.".. 146TH AVE -/ G I I ! .. , OLSON-KRINITSYN LOT SPLIT 4440-4464 1 45TH LAN E -1 / // / -.. 146TH LN \ i \ I~I 147TH AVE -, I I l~ i I I ",,- /j 146T ! I J I~ I- <IJ I- 1.65 1-4607 a:: <IJ W .r 0 ~ > J:l <( B-v "j QI J: I- :'::1 ,.. M514 , 145Tf- ;- I ~ : 1~ I ) )1..6 / 4fJ / I / I- <IJ ~! 1~ a.1 :::it i CITY OF ANOKA LOCATION -- , 1...:59 (-...-.......~~ AVE ,..--_ \ i i ! I 1~9 I- \ I ' <IJ\ \ ~.~'J J J_' I 1.6 _____ , 144TH LN _ : / \ \" T-\ I \ I \ ' / \ \ ' N A Sources: Andove,eng~eering Andoye, GIS Anolc:a County GIS ; I I 1~ I 1 --.J 145TH LN G r:: r-:: I inch - ~90 feet RF. 1:3.413 Map Date: September 29, 199 ) \ , J \ \ -) 0" .- 'n .- '" " . .j, :~; . .' , n ~ > ~ ~ ( , . ~ 0::0 .. O\) f)~ ~ h ..... \ \ \ ... '" '" d( ~ ~ " \ \'" " ~ OJ 3'1 , n ~~ ~~ ~l ~~ 'J (~ --- \ \" '1 Jl lTI tl:l tl:l / \ \ ... '" ... 01 r;; ~ ~ :0 b \) ~ ~ CO / \ '" / / ~ I '" Ii ~ . ~ ~ '" \ ,. '" 01 ... ~ c ", // ~~ ~l li~ ~o ~< o~ ~ I l I '" I, ... " ,.', Q...... I ...0.:....... .. C"'\.. ... '" . ~ .. ('JIIJ.1".r<# 01; 1,'11 ,r.. FJ.!il..'" 5 0'45'3J' E 253.98 ~ , -r , . .a " '- - " ,; , " " , " . ~ ,; ,. " 'i . " " ~ -, r. ." J ~ J .. " "" a " .. J . , r "- " .j, , J '. " ., - .. " ~ " c " .J ~ ":J ... ." ,. .. a. " . 'r. " ~ " , " :J ~ ,. a. 0 ;; ;r ~ 0 ~ . ;r .0 " . a. " "f' ~ " 'f> ~ ... " c :: , ~ ,. - . , " .., ~ .., '" M ~ - 0 - ~ . - " "- " .., .,. '. -- ~ 0 ~ -r " .. ~ 0 ,- " "- ~ , " ....,: - '. n .. ..'< -, . " 'J " :;: > .., 2 " .' ~ " .. ., Q' ;.::' , '"" i ~ ~-. 't' , -. .. 'f! o " c :.J, .r ~~-"\ : -~ . . . , - J ~ .l.. j "\... - .."" '~T CITY of ANDOVER 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER. MINNESOTA 55304. (612) 755-5100 VACATION OF EASEMENT REQUEST FORM ~~(,</ /~.s1J,.uJ KW ,) #t'u- Legal Description of Property: (Fill in whichever is appropriate): Property Address / Addi tion DC$i)~'r -I!AI<J<l AdJ.. he"; Lot g Block Plat parcel PIN (If metes and bounds, attach the complete legal) ----------------------------------------------------------------- Reason for Request C~/1-{Jli ~/St,j,f -LJroceS5 I~Ji+-__iJ(1ff~',l./) ",ii" , . I f;tj r!c~wc; / (ON A-~''u1L,. ~ i'itfJ' \ \. Current Zoning ,l ) K-<><"" ----------------------------------------------------------------- Address '1lf~ 'f Bruce. olsc^,' / t;S7J, .(,N NiJ AtVdo,'L..~, HM, , Name of Applicant Home PhOn~.2 J - ...{ B ~3 Signature ~ ~ Business Phone --- Date ----------------------------------------------------------------- Property Owner (Fee Owner) .s,4I7e'~ (If different from above) Address Home phone Business Phone Signature Date ----------------------------------------------------------------- " 1 , .. ,- " CITY of ANDOVER , I ---_/ 1685 CROSSTOWN BOULEVARD NW. . ANDOVER. MINNESOTA 55304 . (612) 755-5100 CITY OF ANDOVER COUNTY OF ANOKA . STATE OF MINNESOTA -.. ',' ..;. NOTICE OF PUBLIC HEARING . The City Council of the City of Andover will hold the following public hearings at 7:00 p.m., or as soon thereafter as can be heard, on Tuesday, February 2, 1999 at Andover City Hall, 1685 Crossto\Vn Boulevard NW, Andover, Minnesota: . . .1). Vacate a portioD: of the <:trainage and utility eaSement of Lot 7, Block 1,:' .' . . DOSTALER-HANE ADDITION, 4440 145th L~e NW by Andrew KrinitSyD:. (pIN 30-32-24-24-0008). . . . ..:,.., 0:" 2) Vacate a portion of the drainage and utility easement of Lot 8, Block 1, DOSTALER-HANE ADDITION, 4464 145th Lane NW by Bruce Olson (pIN 30- . 32-24-24-0009). " \ 'I All written and verbal comments will be received at that time. A copy of the proposed' request Will be available for review prior to the meeting at City Hall. ~tJ~ Victoria Volk, City Clerk Publication dates: January 22, 1999 January 29,1999 ... .".;' ::-! . .... .,- ., .._';. .... ~ . ,.", . .-~,~ .... -:: ~.,:;~~:~;~~:;:.. ) / "j..,' '... "C.,, . 4 :'. ~~ .'. . ;-... ,. '.. .. ...... . . ' -' .: a."~"i'.l;'3;g~;fu .,..: ..,. - ~eN 303224240005 '::HRISTOPHERSON DENNIS D & K M JR CURRENT RESIDENT [' \KIOWAST \l-.vOVER, [\;rN 55304 'IN 303224240012 'ETERS DONALD K & JOANNE L )R CURRENT RESIDENT 14604 KIOWA ST \NDOVER, MN 55304 'IN 303224240015 .ICCRON JOHN & SAMAC DEBORAH )R CURRENT RESIDENT 14589 LIPAN ST \NDOVER, MN 55304 'IN 303224240007 :URRENT RESIDENT i4532 7TH AVE ,NDOVER, MN 55304 IN 303224130007 lEAN DONNIS G & JERRY W JR CURRENT RESIDENT .4533 7TH AVE .N~ ""VER, MN 55304 '----' IN 303224240008 IANNING VINCENT & LINDA A IR CURRENT RESIDENT ~440 145TH LN .NDOVER, MN 55304 IN 303224240029 IERRlTT RICHARD P 'R CURRENT RESIDENT .520 [45TH LN .NDOVER, MN 55304 IN 303224420005 lURRAY PAUL E & LORRI A R CURRENT RESIDENT 4459 7TH AVE :-<DOVER, MN 55304 :N 303224420007 :ORE FAY E & DARLENE M R CURRENT RESIDENT 4437 7TH AVE NDOVER, MN 55304 PIN 303224130023 CURRENT RESIDENT .14629 7TH AVE ANDOVER, MN 55304 PIN 303224240006 KLIMCZAK JEROME & YEONG S OR CURRENT RESIDENT .14595 KIOWA ST ANDOVER, MN 55304 PIN 303224240013 ANDERSON GORDON H & MAXINE · OR CURRENT RESIDENT .14514 KIOWA ST ANDOVER, MN 55304 PIN 303224240014 DE LARCO DARRELL & KATHRYN OR CURRENT RESIDENT .14557 LIPAN ST ANDOVER, MN 55304 PrN 303224130006 TANNER MILDRED E OR CURRENT RESIDENT .14523 7TH AVE ANDOVER, MN 55304 PrN 303224240009 OLSON BRUCE A & S L OR CURRENT RESIDENT .4464 145TH LN ANDOVER, MN 55304 PIN 303224240028 COREY KEVIN W & DEBRA T OR CURRENT RESIDENT .4530 145TH LN ANDOVER, MN 55304 PrN 303224420006 ROMO LUTHER E & MARIE P OR CURRENT RESIDENT .144497THAVE ANDOVER, MN 55304 PIN 303224420021 THELEN DENIS M & M L OR CURRENT RESIDENT .14429 7TH AVE ANDOVER, MN 55304 PeN 303224130001 NORDSTROM EUGENE M OR CURRENT RESIDENT .14607 7TH AVE ANDOVER, [\;rN 55304 PeN 303224240030 CURRENT RESIDENT .4530 146TH AVE ANDOVER, MN 55304 PIN 303224130005 BAILEY JOHNNY H & CHERYL D OR CURRENT RESIDENT .145477THAVE ANDOVER, MN 55304 PrN 303224240033 ENGLE ERNEST C & VIRGINIA E OR CURRENT RESIDENT .14554 LIPAN ST ANDOVER, MN 55304 PIN 303224130026 BIRCH DOUGLAS W & CINDY L OR CURRENT RESIDENT .4373 I 45TH AVE ANDOVER, MN 55304 PIN 303224240010 MEYER MICHAEL J & K M OR CURRENT RESIDENT .4488 145TH LN ANDOVER, MN 55304 PIN 303224420009 ELLIOTT JOHN B & SHANNAN R OR CURRENT RESIDENT .14458 INCA ST ANDOVER, MN 55304 PIN 303224420008 ALBRIGHT JOSEPH J & J A OR CURRENT RESIDENT .14438 rNCA ST ANDOVER, MN 55304 PrN 303224240007 MINNESOTA HOUSING FIN AGENCY 400 SIBLEY ST ST PAUL, MN 55101 " '" / , " v , " '- _/ CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE: Februarv 2.1999 AGENDA SECTION Discussion Item ORIGINATING DEPARTMENT Planning ITEM No.1. Accept Drainage & Utility Easement 4464 145th Lane NW Bruce Olson John Hinzman, 5~ City Planner Reauest The City Council is asked to accept a ten foot drainage and utility easement from Bruce Olson along the newly created eastern property line at 4464 145th Lane NW (PIN 30-32- 24-24-0009). Back!!round The City Council approved a lot split to rearrange the property line between 4440 and 4464 145th Lane NW on November 4,1998. Staff Recommendation Staff recommends approval of the easement dedication. A deed will be prepared and submitted to the City upon Council acceptance of the easement. Staff will review the deed and record it with Anoka County. Attachments . Resolution for approval . Area location map . Site location map \ '-..../ ,_,_.J \ '-J CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R -99 A RESOLUTION ACCEPTING A DRAINAGE AND UTILITY EASEMENT FROM BRUCE OLSON AT 4464 145TH LANE NW (pIN 30-32-24-24-0009). WHEREAS, Bruce Olson presents a drainage and utility easement to be dedicated to the City of Andover at 4464 145th Lane NW, legally described as follows: A ten (10) foot drainage and utility easement located west and parallel with the following described line: Commencing at the southeast comer of Lot 8, Block I, DOSTALER- HANE ADDITION, Anoka County, Minnesota; thence west along the south line of said lot 75.00 feet to the actual point of beginning of the line to be described; thence northwesterly to a point on the northwesterly line of Lot 7, Block I, DOSTALER-HANE ADDITION distant 98.76 feet southwesterly of the most northerly comer of said Lot 7 as measured along said northwesterly line of Lot 7; said line thence terminating. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby accept the drainage and utility easement described herein. Adopted by the City Council of the City of Andover on this 2nd day of Februarv, 1999. CITY OF ANDOVER ATTEST J.E. McKelvey, Mayor Victoria V olk, City Clerk ,~(~ City of Andover OLSON-KRINITSYN LOT SPLIT 4440-4464 145TH LANE / 147TH AVE / \ / ~ " -1 / 146TH LN 146TH LN V i - , -. i , ----'" i i I \ I \ '" / \ ! \ "> 146T \ \ l-Gl 1469 /1 \ ~/; \ I 146TH AVE 1~ I- -/ r.n I- 1-4607 a: r ! r.n I- 1$5 / z r.n w ., 0 I c <(, 1~ ~ > :l:l <( I 1-' Cl.1 ELv / :JI 0 :l: r.n I- "-.1 I ~, " :l: I ! I ~ ; M&'14 , 14STr <( i /- :::;; I I~ 1$ I ~ 1 I I I : I~ \ I ; ) 81 , ---1 / 145TH LN / -; r:: I ~ / I I I / c ~ -. 1..c:s9 (----.1.,4~AVE ,-_ \ I ; , l I I ! ~'. \ I i .~) J' \\ 1..6 ( -' ~_ 144TH LN _,--_ ,/ rr-\ \\ \ I \ I \ / I \ ' -- 1.G'9 CITY OF ANOKA 1.67 LF.GEND '. , ^~ -.ANt: C.ntll, un.. !Watltrsl'lp .. Po"'-s/lp """,,,Is a Lat I Parcel BoundarieS , Righl-d.Woy Waw F..... , LOCATION N A Source.: Andove, Engi'le<<'rlg Andove, GIS Anoka County GIS 1 inch - 290 feet RF .1:3.413 Map Date: September 29. 199 " / ( ~ ," 25 <: '" '" ~ I\J .: en ,." 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'j ~ ., ~ ~ ',- CITY OF ANDOVER REQUEST FOR COUNCIL ACTION " DATE: February 2. t 999 AGENDA SECTION ORIGINATING DEPARTMENT Discussion Community Development ITEM NO.5, Discuss Contract Rezoning Chesterton Commons 4th Addition Ashford Development Corporation Jerry & Carol Winsdschitl David L. Carlberg Community Development Director Request The City Council is requested by Ashford Development Corporation and Jerry & Carol Windschitl to discuss the contract rezoning of Lots 1 & 2, Block 2, Chesterton Commons 4th Addition. Backl?:round The Council, at their January 19, 1999 meeting, approved by contract the rezoning of said .' property from R-4, Single Family Urban to SC, Shopping Center. The Council in the contract made any retail trade and service uses subject to a super majority (4/5 vote) approval by the Council. The super majority provision was added by the Council as the Council was concerned that some permitted retail trade and service uses may be attractive nuisances to children at the Oak View Middle School. An agreement could not be made at the meeting between the developer and the City on what retail trade and service uses should be permitted or prohibited. In addition to the letter received from Ashford Development Corporation and Jerry & Carol Windschitl, Bill Hawkins, City Attorney has drafted a "Zoning Contract" listing permitted uses including specific retail trade and service uses, Staff scheduled a meeting with Mr. Windschitl on Monday, February 1, 1999 to discuss the list of retail trade and service uses that, upon Council approval, could be included as permitted uses in the contract. Staff will present this list and any concerns regarding the uses at the meeting. / o January 25, 1999 Mr. David Carlberg Com=unity Development Director City of Andover 1685 Crosstown Blvd NW Andover, MN 55304 RS: Response to the ~~dover City COuncil action taken on January 19, 1999 regarding the shopping center rezoning request. Dear Mr. Carlberg, In t~e motion to ~pprove the rezoning request, the Andover City Council deleted out the retail trade.and 5ervice permittedusQ8 and also required that a 5uper majority of 4 council Members voting in favor would be reqUired to ,allow any of the permitted retail trade and service uses. The e~tect of the above motion would be to make it very, very di~flcult to sell or develop the property, as each possible retail trade or service .would have to be submitted to the Andover " City Council's approval by a 4/Sth vote. '.J \ ,~ 14,e reviewed the attached two pages w.hichoutline the SC,Shopping Center uses and would be willing to enter into a contract zoning classification reflecting thachanges as.we have presented them. We tried to be sensitive to taking out useS that would be primarily attractive to grade and middle school children Please review this letter and wa would request ~t it be placed on the February 2, 1999, City Council meeting. Sincerely, ~w~ Jerry Windschitl, President Ashford OavQlopment Co~oration, Inc. ~~ J~rry Winn~r.h\tl Carol windschitl -- CITY OF AJ.~DOVER SC, SHOPPING CENTER Per Ordinance 8, Section 7 , . For II/Niter infomuz[ion. pluse. con[=t [hi! Ci.'7 of Mufl1vC' Planning Depturmazt. 7S~S100 , 'J PERMITTED USES Day Care. Ce::lters Medical &: Dental Clinics Professional Offices Re:staunmts . . Financial Institutions . Mortuaries & funeral Homes . Professional Studios . Retail Trade and .~ces (listed below) Retail Trade and Services: Stores a."ld shops selling personal services or goods over the counter. lese include: ;J:""J .wl'-3 Art & School Supplies Bakeries Beauty Pa:-1ors Books & Stationixy Cunera &; Photo Supplies Catering Establishments ChristIr.as Trees Clothing & Costume Rental Departmei1t Stores Dr:; Foods Florist F umiture Garden Supplies (year round) Hardware BoOb) Shel'~ Hotels JeweL"}' Sales 8:. Repair Medical Research & Testing Laundromat Luggage Musical Instruments Optometrists PaeaG&'9flB Rccefes See Note (1) Service Station Shoes T ailaring Therapeutic Massage ley:; See Note (1) Antiques Auto Accessories Sarber Sl;ops . \ ".-J ~~ See Note (1) ~&Rugs China & Glassware Clothes Pressing . Custom Dressmaking Drugs Electrical Sales & Repair Food Funier Shops Gifts Hats Household Appliances Interior Decoming . Laboratories Laundry & Dry Cleaning Pickup . Lea.ther Goods Locksmith Shop Office Supply & Equipment Paint & Wallpaper Sales ; Photography Studio$ Restaurant Sporting Goods Th! ft.. (~eept lbi-ve b) Tobacco Note (l). Uee would be allowed as incidental to one of the permittad , 1 '. .../ Not.e (2). uses. Except tor the exceptions in note (1), the above ~eleted uses would be allowed by a 4/5 Cit.y Council vote. , '-~ _J '. ...I / .. Va.'iery Stores Wearing Apparel , PERMITTED ACCESSORY USES . Any incidental repair, processing. and storage necessary to conduct a permitted principal ~ not exceeding 30% ofthc floor space of the principle building SPECIAL USES By Special Use Permit . Antennas (exceeding 35') . Blacktop or crushing plant for Hwy . Car Wash.. . Liquor; Dancing, Tavern, Live EntelUin . Marquee (with or witholJt signs) . Public Utility StrUCtUreS (~ on ROW) .. Service Station*" .. Signs on benches, sheItexs, etc. . Special Event Signage, etc. . Area Identification Signs. · Commercial Animal Training · Drive.In Business tDrlve-Thru Window · Outdoor Display, Sales, Storagc". . PUD (per sect 4.18, Ord. 112) .. Real Estate Signs..... . Vet Clinic or Hospital (no outsidc pens) .. Search lights, bannezs, etc:. . Excavation (ex when b1dg penn.it issued) . Five acres Or more .. Afl~ :25.000 $.!. ofreu.il floor sp3ee is coll$ll'Ucted ... D~ operatinz hours Oll!Y . .... Ovct 3:l s.!. per lot frontage & C1'ceedin: other si;a area limits in business &: induscia1 areas USES EXCLUDED . Au.to Reduction Yards . Exterior Storage of Waste Tires . Landf1l1s / . Auto' Recycling Yards · Junk Yar-'..s 14:25 LA.! CFFlCES 2140 4TH A\.E 7 755 8923 NO. 222 (102 DRAFT \. / ZONING CONTRACT '. THIS AGREEMENT made this day of , 1 SS9, is by and be~n the City of Andover, whose address is 1685 Crosstown Boulevard NW, Andover, Minnesota 55304, a municipal corporation organized under the laws of the State of Minnesota, hereinafter referred to as the "City", and Ashford Development Company, whose address is 3640 - 152"". Lane NW, Andover, Minnesota 55304, hereinafter referred to as the "Developer". WHEREAS, the Developer Is the owner of certain property within corporate limits of the City known !IS Chesterton Commons _ 4l1t Addition; and WHEREAS, the Developer has requested that the City amend its comprehensive plan to designate Lot 1, Block 1 and Lot 1, Block 2 of Chesterton ;' Commons - 4l1t Addition C.Property") to a commercial designation; and WHEREAS, the Developer has requested the City rezone the Property pursuant to Andover City Ordinance No.8 to a shopping center designation; and WHEREAS, the City is concerned that a number of the permitted uses in the shopping center district have the potential to attract children from the Oak View Middle School to cross uncontrolled Hanson Boulevard; and WHEREAS, such conditions may be dangerous to the health. safety and welfare of the children in the community; and WHEAEAS, the Developer and tho City dosiro to enter into an agreement that spoeifically limits those permitted uses that Develooer can construct on the Property under the Shopping Center .SC. Zoning Classification. . " ,--j 1 01/22/99 14:25 LAW OFFICES 2140 4TH RVE 7 755 8923 NO. 222 (103 , i \. / NOW, THEREFORE, in consideration of the mutual promises of the parties made herein, IT IS AGREED BY AND BETWEEN THE PARTIES HERETO: 1. Permitted Zonino Uses. The Developer shall be entitled to only the following list of permitted uses shown in the City's shopping center district described in Zoning Ordinance No. 8 of the City. Such uses are as follows: ) Day Care Centers Medical & Dental Clinics Professional Offices Restaurants Financial Institutions Mortuaries & Funeral Homes Retail Trade and Services (listed below) Antiques Auto Accessories Bakeries Barber Shops Beauty Parlors Books & Stationary 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 &. Repairs Florist Food Furniture Furrier Shops Garden Supplies (year roundl Hats Household Appliances Hotels " '. / 2 131/22/99 , / '\ , ) '\ , ) 14:25 LAW OFFICES 21413 4TH AVE ~ 755 8923 (104 NO. 222 '. Interior Decorating Jewelry Design & Repair laboratories Medical Research & Testing laundry & Dry Cleaning Pickup Laundromat Leather Goods Luggage Locksmith Shop Musical Instruments Office Supply & EQuipment Paint & Wallpaper Sales Phonograph Records Photography Studios Restaurant Shoes Sponlng Goods Tailoring Theater (except drive-in) Therapeutic Massage! 2. All other provisions of Zoning Ordinance No.8 shall apply to the property and the Developer shall be responsible for complying therewith. 3. Developer agrees that the terms and conditions of this Zoning Contract shall be a covenant on the Property and shall run with the land. The Developer agrees that the City shall have the right to record a copy of this Zoning Agreement with the Anoka County Recorder to give notice to future purchasers and owners. The legal description of the PropertY subject to the provisions of this agreement is attached on Exhibit A. This Agreement shall be binding on Developer, its successors and assigns. 4. Validity. If any portion, section, subsection, sentence, clause, paragraph or phrase In this contract is for any reason held to be invalid by a court of competent jurisdiction, such decision shall not affect or void any of the other provisions of the Development Contract. 3 01/22/99 14:25 LAJ CFFICES 2140 4TH A\.E ~ 755 8923 NO. 222 (105 '__.I DEVELOPER CITY OF ANDOVER By Its By Mayor By Its ATTEST: By Clerk STATE OF MINNESOTA ) I SS. COUNTY OF ANQKA ) On this _ day of , 1999, before me, a Notary Public within and for said County, personally appeared J. E. McKelvey and Victoria Volk. to me known to be respectivelv the Mayor and Clerk of the City of Andover, and who \ executed the foregoing instrument and acknowledged that they executed the same on , ) behalf of said City. Notary Public STATE OF MINNESOTA ) ) SS. COUNTY OF ANOKA ) On this day of - , , 999, before me, a Notary Public within and for said CountY, personally appeared and , to me known to be the and of Ashford Development Company, a Minnesota corporation, and who executed the foregoing instrument and acknowledged that they executed the , \ ,.j same on behalf of said corporation. 4 01/22/99 ./ '. ... ~) , / 14:25 LAJ CFFlCES 2140 4TH AVE ~ 755 8923 This instrument was drafted by: William G. Hawkins and Associates 2140 Fourth Avenue North Anoka, Minnesota 65303 1'0.222 (106 Notary Public 5 01/22/99 . ./ '- / , '- \. ~ ,/ 14:25 LA! OFFICES 2140 4TH AU: ~ 755 8923 NO. 222 (107 EXHIBIT A LEGAL DESCRIPTION Lot 1, Block 1, and Lot 1, Block 2, Chesterton Commons - 4'" Addition, Anoka County, Minnesota. " Exhibit A ~-- j 1. 2. 3. ) '-' 4. 5. CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE: February 2, 1999 AGENDA SECTION Discussion ORIGINATING DEPARTMENT Planning ITEM NO. /p, Approve Final Plat Chesterton Commons North Ashford Development Corporation David L. Carlberg Community Development Director The City Council is requested by Ashford Development Corporation to approve the resolution approving the final plat for the Chesterton Commons North 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: City Attorney presenting a favorable title opinion. Security to cover legal, engineering, street sign and installation costs to be determined by the City Engineer. 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. Street light costs to be paid to Connexus Energy. Costs to be determined by Connexus Energy. 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. 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. The final plat shall be recorded within thirty (30) days of notification of the approval by the City Clerk. 12. 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. Council discussion is needed. , ) THE FINAL PLAT SHALL NOT BE RECORDED UNTIL ALL CONDITIONS HAVE BEEN MET. "__J , , \... ~ / \ , , 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 NORTH ,AS BEING DEVELOPED BY ASHFORD DEVELOPMENT CORPORATION, IN SECTION 14-32-24, Anoka County, Minnesota. WHEREAS, the City Council approved the preliminary plat of the Development of Chesterton Commons North ; and WHEREAS, the Developer has presented the final plat of Chesterton Commons North: 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 North 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. Contingent on staff review and approval for compliance with City ordinances, polices & guidelines. 10. Variance to Ordinance No. 10, Section 9.06A1 and Section 4 for Lot 8, Block 2 as the lot does not meet the 100' buildabilty requirement due to the location of delineated wetlands (15' variance). 11. Variances to Ordinance NO.1 0, 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 Crane Street NW and Drake Street NW. 12. Variance to Ordinance NO.1 0, Section 9.06F for the double frontage lots on Lots 1-3, Block 2 due to the location of the delineated wetlands. Lots shall front on 159th Avenue NW. _.J Page Two Resolution Final Plat - Chesterton Commons North Ashford Development Corporation February 2, 1999 :' . 'I 13. Outlots A-C shall be combined with the property to the North. 14. The final plat shall be recorded within thirty (30) days of notification of approval by the City Clerk. 15. The developer is utilizing a certified geotechnical engineer to establish the lowest floor elevations based on estimated groundwater levels and waiving the mottled soil requirement as provided in Ordinance No. 10, Section 9.06A 1. 16. 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. Adopted by the City Council of the City of Andover this 2nd day of February , 19~. CITY OF ANDOVER " j ATTEST: J.E. McKelvey - Mayor Victoria Volk - City Clerk \ , '. , J Regular Andover City COllncil AIeeting ,'vlinlltes - June 2, 1998 Page -I (Re:oningR-1 to R--IAshford DevelopmentSection I -I, Continued) The Council had a lengthy discussion on the traffic concerns, especially on the county roads, the costs to upgrade those roads, the indications of the county for City participation in those upgrades, the desire to keep both Hanson Boulevard and Bunker Lake Boulevard limited access roads, the need to look at one or two either under- or over-passes on Hanson Boulevard to move pedestrian traffic from the residential areas on the east side to the schools and parks on the west side of the road, and concerns of speed and safety. These issues were discussed again in the next item, the preliminary plat of Chesterton Commons North. lUotion by Knight, Seconded by Dehn, to approve the ordinance amending Ordinance No.8, Section 6.03, Zoning District Map. Motion carried unanimously. >> PRELHJINARY PLAT/CHESTERTON COIlJMONS IVORTH ~Ir. Carlberg reviewed the preliminary plat for Chesterton Commons North in Section 14, Township ". 32, Range 24 as requested by Ashford Development Corporation, Inc. The plat consists of 47 single '..J family residemiallots on 22.39 acres. He then reviewed the variances being proposed: A. A I5-foot variance from Ordinance No. 10, Section 906AI and Section 4 for Lot 8, Block:, as the lot will not meet the 100-foot buildability requirement due to the wetland delineation. B. A variance for lot depth and lot width for Lot 7, Block 4 and Lot I, Block 5. The Planning and Zoning Commission directed the developer to shift lot lines to eliminate the variances, which has been done on the plat before the Council. Those variances are no longer necessary. C. A variance allowing three outlots. The Planning and Zoning Commission directed the developer to combine the proposed outlots to the property to the north to eliminate the need for a variance. D. A variance to Ordinance No. 10, Section 9.06(F) for Lots 103, Block 2 to allow double frontage lots. The Planning Commission recommends approval but that the lots front on I59th Avenue NW E. A variance from the construction of temporary cul-de-sacs for the continuation of streets because the property to the south, Cambridge Estates, will be developing at the same time or earlier in 1999, so those cul-de-sacs will not be necessary. , '. F. A variance to allow for the use of a certified geotechnical engineer to establish the lowest floor elevation based on the estimated groundwater level and waiving mottled soil requirements. While this should be noted in the Resolution, !'vIr. Carlberg suggested it is not a variance. \....../ Degular Andover City Council ",,,,feeling '-_jfnli!es - June 2, 1998 Page 5 (Preliminary Plat Chesterton Commons North, Continued) \[r Carlberg also noted the comments of the Andover Review Committee regarding sidewalks and trails. Because the ultimate :\'{USA boundary has not yet been determined, Staff is suggesting the necessity of the bikeway/walk-way trail along Hanson Boulevard be determined at a later date. If the :\fUSA is expanded up to CoRd 20, it makes sense to have a trail north along Hanson to CoRd 20, along CoRd 20 to the railroad tracks. then south. There are also some minor housekeeping items that need to be taken care of on the preliminary plat. The Council asked about the ability to extend a trail through the development to the south. iYfr. Erickson stated the Staffis looking at the possibility of a bridge or walkway over the ditch to provide access to the south. The Council also noted there are no parks in this area. There are larger park facilities provided in the area. but there is nothing north of the ditch for the smaller children. They asked the Park and Recreation Commission to discuss it further. The Council again discussed transportation and pedestrian traffic concerns. Councilmember Dehn suggested priority be given to looking at the r '~rall issues, including contributing toward traffic signals and the upgrading of county roads. They '.-J asked Staff to look at costs for both an under-pass and over-pass across Hanson Boulevard and look at the possible need for two crossings, one at each of the schools. The issues should also be discussed with Anoka County since it is a county road. :\Ir. Erickson stated they will look at estimated costs and options and bring that information back to the Council. \Ir. Carlberg suggested a change in the prepared Resolution. that Item 10 state the developer is utilizing a certified geotechnical engineer to establish the low.est noor elevation based on estimated groundwater level and waive mottling soil requirement. Motion by Dehn, Seconded by Kunza, to approve the Resolution approving the preliminary plat of Chesterton Commons North. (See Resolution R109-98) Motion carried unanimously. DECLARE DOG A DANGEROUS DOG Clayton Steffensen 15411 Ni~htin~ale Street 0J'.V - stated he is the owner of the dog which bit the woman who walked in front of their house. It is a three-year-old which just had a litter of puppies. She has never bitten anyone before, and he felt the dog was being very protective of the house since having the puppies. He also felt the dog will mellow out once the puppies are gone. Councilmember Dehn asked if the dog was kept on a leash or in a controlled area. The leash lash is to protect both the homeowner and anyone else in the area. . \ '-./ \-fr. StetTensen - stated they have extended the fence along the road, but they will have to do something better. They try to keep her in the house when they are not around. He asked for a copy of the City's leash law. He expressed sorrow for what happened and hoped it will never happen , i '- / Regular Andover Planning and Zoning Commission "vleeling L'vlinlltes - .Hay 12. 1998 Page 6 ~ PUBLIC HEARING: PRELliJfLVARY PLAT - CHESTERTON COi"fMONS NORTH _ SECTIOi'i 14 - ASHFORD DEVELOPMENT CORPORATIO,V 8:38 p.m. In relation to the concerns of Commissioners Wells and Barry on the rezoning, Nlr. Carlberg explained the comments relating to traffic are also a concern of Staff. They submit the City's plans to the county, and entrances onto county roads are w.idened to accommodate turn lanes. They also look at street alignments to provide for future signalization. The City's hands are tied when it comes to the county road system. The City is following its development plan, and hopefully the road improvements will be done in a timely fashion to accommodate it. He suggested the Commissioners let the City Council know their concerns on the traffic issues, who may in turn talk with the County Commissioners about them. , ./ Mr. Carlberg then reviewed the proposed preliminary plat of Chesterton Commons North located in Section 14, Township 32, Range 24, being developed by Ashford Development Corporation. The plat consists of 47 single family urban residential lots on 22.39 acres and is slated for development in 1999. The northern 126.56 feet of Block 1 is outside of the MUSA, and an amendment to the Comprehensive Plan Land Use Map will be before the Planning Commission at their next meeting. He then reviewed the five variances being requested for the plat. Another issue is that of trails along Hanson Boulevard. If the NIUSA area will not be extended further north, it doesn't seem logical to have a section of trail along Hanson Boulevard that will not extend further north, nor does it connect with the trail to the south because of a large wetland to the south. Because the deCISIOn on the use of lift stations to extend the NfL'S.-\. area is being discussed by the City Council and because the Comprehensive Plan Task Force is also in the process of reviewing the NIUSA boundary, Staffis recommending no decision be made on the trail until a later date. The developer would escrow the cost of the trail which would be used If the trail IS constructed. Commissioner Wells asked ifit is legal to add a contingency to the plat that no grading be done until water is provided to the property. She was concerned that the area will be graded and then left with blowing sand for a long period of time if water is not available, similar to what has been done in Chesterton Commons to the south. :\lr. Carlberg explained that there is an erosion control plan that must be followed, and such areas must establish vegetation to prevent erosion. He has never seen such a contingency added to a preliminary plat. Most grading occurs before the utilities are available. Mr. Haas also stated that the Coon Creek Watershed requires graded areas to be seeded within 14 days. He can check on the problem just east of the City Hall tomorrow. He also reviewed a possible trail plan if the area to the north is developed to an urban density, and that would be to extend a trail north up Hanson Boulevard to CoRd 20, east along the county road to the railroad tracks, then south along the tracks to intersect with Crosstown Boulevard. \ , ./ Commissioner Wells suggested rather than going north to the county road, consideration should be to construct a trail to the railroad tracks through the developments. The Commission discussed the trail issue. Staff also noted the Council has asked them to look at the possibility of a trail crossing Ditch 37 to the south and east of this proposed plat. '. ) Regular Andover Planning and Zoning Commission ,'..leeting lvlinutes - ?vlay 12. 1998 Page 7 (public Hearing: Preliminary Plat - Chesterton Commons North - Ashford Development. Continued) Chairperson Squires stated it appears that Outlots A, Band C are intended to be attached to the property to the north. Could that be a condition of the approval? ,Holian by Peek, Seconded by Apel, to open the public hearing. ~Iotion carried on a 5- Yes, 2-Absent (Gamache, Luedtke) vote. 9:06 p.m. Jerry Windschitl Ashford Development - stated he owns the property to the north and would not object to requiring Outlots A, Band C to be attached to the adjacent property. That is the intent. He stated the wetland south of this plat is a DNR protected wetland. and it is not possible to get a pennit to put a trail through there. Given the success of the trails in the City, he felt it would be a good idea to get east to the railroad tracks and then south again. He doesn't have a problem ""ith escrowing the 50-50 cost share of a trail. He also commented on the sand issue in the Chesterton Commons plat to the south. Given the dry conditions, it is virtually impossible on this project and almost all projects in the City to get vegetation started. They will try to do whatever they can for I. ': erosion control. ~j IHotion by Peek, Seconded by Wells, to close the public hearing. Motion carried on a 5- Yes, 2- Absent (Gamache, Luedtke) vote 9:10 p.m. The Commission discussed the variances. For the variance to Lot 7, Block 5, a 5-foot variance to the minimum lot depth and for Lot 1, Block 5, a lO-foot variance to the minimum lot width, the Commission suggested that those minimum requirements be met by reconfiguring the lot lines and the variances be eliminated. By granting the variance, the Commission feared the property owners will be coming to the City in a few years asking for another variance because of these variances to lot width and lot depth. Mr. Windschitl - stated they would try to reconfigure the lots to balance the lot sizes and possibly eliminate the variances. It just makes the other lots smaller. On lot I, Block 5, he arguecl his interpretation of the ordinance is a variance is not needed. The sketch plan has this as a back-to-back lot, which doesn't require a variance. In theory the Staff is saying the adjoining property would not be back-to-back lots. He presented a sketch of the adjacent property which is long and narrow with the most logical development being a road down the middle. Under that scenario, this would be a back-to-back lot Mr. Carlberg stated it is difficult to determine, but these could be a back-to-back lots. He didn't think Staff has an issue with indicating that would be back-to-back lots and that a variance would not be required based on the sketch plan. , / Commissioner Peek asked why 158th Lane did not align. Mr. Windschitl - stated the road configuration was moved because of the wetland. The reason for the variance is the triangle. Almost all of the lot meets the 1 DO-foot buildability with the exception of the little triangle. The alternative was to ask the Watershed for a variance to fill the wetland. The , , , ) ./ Regular Andover Planning and Zoning Commission Meeting Ji-finutes - ii-fay 12, 1998 Page 8 (public Hearing: Preliminary Plat - Chesterton Commons North - Ashford Development, Continued) double frontage lot is really a trade off for 159th and avoiding the wetland. Lot 8 is proposed to be graded as a full walk-out. Mr. Haas stated the developer has the option of hiring a geotechnical engineer to determine the high water table. All of the elevations have been verified by Staff and are acceptable. lVotion by Peek, Seconded by Apel, to forward the Staff prepared Resolution to the City Council with the recommendation for approval with the following changes: Condition No. I: Add a sentence after the (IS' variance), due to the location of delineated wetlands. Condition No.2 to be stricken and replaced with Outlots A-C shall be combined with the property to the north. Item 4, add due to the delineated wetlands. Said lots shall front on and be addressed from I 59th Avenue NW. Item 5 to be stricken in its entirety and all subsequent conditions to be renumbered. Motion carried on a 3- Yes (Squires, Apel, Peek), 2-No (Barry, Wells), 2-Absent (Gamache, Luedtke) vote. This will be on the June 2, 1998, City Council agenda. 9:34 p.m. "< OTHER BUSINESS / Mr. Hinzman updated the Commission on the actions taken by the City Council at their May 5 meeting. rvfr. Carlberg also updated the Commission on the development proposal for the new Commercial Park. ~[otion by Apel, Seconded by Wells, to adjourn. Motion carried on a 5- Yes, 2-Absent (Gamache, Luedtke) vote The meeting adjourned at 9:43 p.m. Respectfully submitted, ~~L Recording Secretary '. ./ CITY OF ANDOVER REQUEST FOR COUNCIL ACTION , , ) DATE: Februarv 2. 1999 AGENDA SECTION Discussion Item ORIGINATING DEPARTMENT sc~n, Engineering ITEM NO.7. Discuss 1998 Warranted Signal Locations & Set Priorities/Anoka County Highway Dept. The City Council is requested to discuss 1998 warranted signal locations and set priorities for Anoka County Highway Department. ' Each year the Andover City Council establishes a priority for warranted traffic signals, along county roads within the city, which are then forwarded to the Anoka County Highway Department for inclusion in their long term planning. The intersections listed have been studied by the County and do meet warrants for traffic signals. The intersections have been roughly categorized by priority. If a different priority is recommended by the Council, the changes can be made and the list will then be forwarded to the county. ., Intersections meetinq warrants for traffic siqnals: " / 1. Hanson Blvd. @ Crosstown Blvd.: The county has indicated that they will be receiving funding for this intersection for reconstruction and signalization in the year 2000. 2. Hanson Blvd. @ Andover Blvd.: This project will require both intersection improvements and signalization. At this point, the Anoka County Highway Department has not determined which year this will be installed. 4. Round Lake Blvd. @ 143rd Ave. : This project will required both intersection improvements and signalization. The county has identified Round Lake Blvd. between Bunker Lake Blvd. and 149th Avenue NW in their 2015 transportation plan as a short range project from 1997-2002. But however, it is not identified in the County 5 year highway improvement plan from 1999-2003. Note: Channelization is also necessary at the intersection of Round Lake Blvd. and 140th Lane NW (a signal already exists at this intersection). 5. Hanson Blvd. @ 133rd Ave.lCompost Site Rd. 6. Bunker Lake Blvd. @ Crosstown Drive: This intersection is proposed to be reconstructed which would eliminate the need for a signal. Intersections scheduled to be installed or upqraded in 1999 '\ , ./ 1. Bunker Lake Blvd. @ Rose St. NW/Andover Center: Permanent signal would be installed with the Bunker Lake Blvd. improvement project. 2. Bunker Lake Blvd. @ Heather Street NW/Schools : A permanent signal would be installed with the Bunker Lake Blvd. improvement project. 3. Bunker Lake Blvd. @ Crosstown Blvd. : A permanent signal would be installed with the Bunker Lake Blvd. improvement project. , '.. ) 4. Bunker Lake Blvd. @ Jay Street: A permanent signal would be installed with the Bunker Lake Blvd. improvement project. 5. Bunker Lake Blvd. @ Hanson Blvd. : The county has a separate project to replace this signal with a permanent signal and widen the intersection Intersections scheduled to be installed or uparaded in the year 2000 1. 7th Ave. @ 157th : This project will include the creation of turn lanes and the installation of a traffic signal 2. Round Lake Blvd. @ 161st Ave. : This project will include the creation of turn lanes and upgrading of the existing signal. Studies reauested to be performed durina 1999 bv the Anoka County Hiahwav Department 1. CSAH 7 (7th Ave.) @ 147th Ave. NW 2. CSAH 7 (Bunker Lake Blvd.( @ CR 58 (159th Ave.) 3. CSAH 116 (Bunker Lake Blvd.) @ Prairie Road NW 4. CSAH 9 (Round Lake Blvd.) @ South Coon Creek Drive ., .....j 5. CSAH 116 (Bunker Lake Blvd.) @ Sycamore St. NW \ '-J COUNTY OF ANOKA Public Services Division HIGHWAY DEPARTMENT 1440 BUNKER LAKE BLVD. NW., ANDOVER, MINNESOTA 55304 (612) 862-4200 FAX (612) 862-4201 ,. January 19, 1999 Scott Erickson City of Andover 1685 Crosstown Blvd. NW Andover, MN 55304 RE: Traffic Studies in Andover Dear Scott: RECEIVED JAN 2 0 1999 CITY OF ANDOVER Enclosed is a list of 1998 warranted signal locations, and copies of the Manual Traffic Counts completed in 1998 within the City of Andover. Results of the Traffic Studies are summarized as follows: '. J Location Date CSAH 18 (Crosstown Blvd) @ Crosstown Dr. CSAH 9 (Round Lake Blvd) @ 143rd Ave. CSAH 7 (7th Ave) @ 147th Ave. CSAH 116 (Bunker Lake Blvd) @ Crosstown Dr. 7/23/98 7/31/98 8/4/98 8/7/98 CSAH 116 (Bunker Lk Blvd) @ CSAH 9 (Round Lk Blvd) 8/7/98 CSAH 116 (Bunker Lk Blvd) @ Crooked Lk Elem. 9/2/98 CSAH 116 (Bunker Lk Blvd) @ CSAH 18/CR 18 6/24/98 . , , j Results No Signal Warrants Met Four Hour Signal Warrant Met No Signal Warrants Met Stop Warrant Met; Warrant 1 Signal Warrant Met; Warrant 2 Signal Warrant Met; Peak Hour Signal Warrant Met; Four Hour Signal Warrant Met Stop Warrant Met; Warrant 1 Signal Warrant Met; Warrant 2 Signal Warrant Met; Peak Hour Signal Warrant Met; Four Hour Signal Warrant Met Peak Hour Signal Warrant Met; Four Hour Signal Warrant Met Stop Warrant Met; Warrant 1 Signal Warrant Met; Warrant 2 Signal Warrant Met; Peak Hour Signal Warrant Met; Four Hour Signal Warrant Met Affirmative Action I Equal Opportunity Employer j CSAH 116 (Bunker Lk Blvd) @ Downtown Center 6/16/98 CSAH 116 (Bunker Lake Blvd.) @ Crooked Lake Blvd. CSAH 116 (Bunker Lake Blvd.) @ Marigold CSAH 9 (Round Lake Blvd.) @ CSAH 20 (16151 Ave) 8/13/98 8/11/98 7/14/98 CSAH 7 (7th Ave) @ CSAH 20 (157th Ave) , CSAH 7 (7th Ave) @ CR 58 (159th Ave) '. ) 7/14/98 7/16/98 Stop Warrant Met; Warrant 1 Signal Warrant Met; Warrant 2 Signal Warrant Met; Peak Hour Signal Warrant Met; Four Hour Signal Warrant Met No Signal Warrants Met No Signal Warrants Met Stop Warrant Met; Warrant 1 Signal Warrant Met; Warrant 2 Signal Warrant Met; Peak Hour Signal Warrant Met; Four Hour Signal Warrant Met Peak Hour Signal Warrant Met; Four Hour Signal Warrant Met No Signal Warrants Met Of the intersections counted without existing traffic signals and not already on our list of warranted signal locations, one location, CSAH 9 (Round Lake Blvd) @ 143rd Ave. warrants signalization. This location has been added to our list of warranted signal locations. The Anoka County Publics Works Committee will soon be prioritizing this location along with other warranted signal locations on the County Highway System, to determine which signals will be designed and let as construction projects in 2000. Please contact Jane Pemble, Traffic Engineer, to discuss the results of these traffic studies, and any views on the City of Andover signal priorities. We anticipate that our '00 design/construction schedule will be decided by mid-March, and we would appreciate your input prior to February 8, 1999. In addition, let me know the locations within the City of Andover that you would like Traffic Studies conducted during 1999. Sincerely ~ ' W~~ k/ - and~ettinger~ Traffic Engineering Technician , rlb/ad98sig '. ) ;.~.,,' I'~'. () 'L ;~f- ~Frl q--i~Jiu 1 1 ~.\ "ilO-' I ----1---1_ . -- '~- ' ~;' I I", 'f '~)... IA .....l! , ': l: " ~ " , I I I 1 ,.... i ! 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Ji~&~ }Aj~J :' :'~7~';71!!iJii"1b:~ /j; ~, i______ -c: fY !',:-;Gr~}': 1 r ,r---,,.,.,-,_--"'''- ~ .o} ANOKA COUNTY HIGHWAY DEPARTMENT 1998 WARRANTED SIGNAL LOCATIONS \ " , ... A CSAH 9 (Round Lake Blvd) @ CSAH 20 (157th Ave) B CSAH 23 (Lake Drive/I-35W Ramps) @ CR 105 (Naples St) C CSAH 51 (University Ave) @Four Seasons Mobile Home Park Ent. D CSAH 9 (Round Lake Blvd) @ Riverdale Drive E CSAH 7 (7th Ave) @ Post Office ExitA' an Buren St. F CSAH 10 (Birch St) @ CSAH 49 (Hodgson Road) G CSAH 35 (Old Central) @TH 10 H CSAH 78 (Hanson Blvd) @ 129th Lane NW - I CSAH 7 (7th Ave) @ CSAH 20 (157th Ave) J TH 288 (7th Ave) @ CR 79 (North St) K CSAH 7 (7th Ave) @ Bob Ehlen Dr.ffyler St. - L CSAH 78 (Hanson Blvd) @ CSAH 16 (Andover Blvd) M CR 10 (89th Ave) @ Polk St. N CSAH 1 (Coon Rapids Blvd) @ Ibis St (L.O. Jacobs School) 0 CSAH 14 (Main St) @ CSAH 21/CR54 (20Th Ave) - p CSAH 78 (Hanson Blvd) @CR 18 (Crosstown Blvd) \ Q CSAH 32 (CR J) @ CSAH 23 (Naples St) " , R CSAH 116 (Bunker Lake Blvd) @ Jefferson St. - / S CSAH 11 (Northdale Blvd) @ Xeon Street T CSAH 5 (Nowthen Blvd) @ TH 47 (St Francis Blvd) U CSAH 1 (East River Road) @ CSAH 7 (7th Ave) - V CSAH 78 (Hanson Blvd) @ 133rd Ave/Compost Site Rd. W CSAH 11 (Northdale Blvd) @ Fitness/Burger King Exit X Csah 16 (Andover Blvd) @ TH 65 Y CSAH 11 (Foley Blvd) @ 102nd Lane/Post Office Z CSAH 32 (CR J/85th Ave) @ Airport Road AA CSAH 116 (Industry Ave) @ Dyposium St/Thurston Ave. . ./ CITY OF ANDOVER REQUEST FOR COUNCIL ACTION . \ DATE: February 2. 1999 ,j AGENDA SECTION Discussion Item ORIGINATING DEPARTMENT Todd J. Haas, ~ Engineering ITEM NO. f. Discuss School Speed Zones/Andover Elementary & Oak View Middle School/Anoka County Highway Dept. The City Council is requested to discuss the traffic engineering investigation report for Andover Elementary and Oak View Middle Schools which was submitted to the City by the Anoka County Highway Department. If you recall, the City Council requested the study on May 19, 1998 (see attached meeting minutes and agenda item for your review). Page 14 of the report gives a summary. Page 15 of the report provides recommendations. , " .J There is a possibility of requesting the Anoka County Highway Department to post a school speed limit (see attached example of what it would be like) for the area to be installed along this corridor. If you have any questions regarding this item, feel free to contact me. " ) 01/29/99 07:47 FAX 612 862 4201 ANOKA CO HWY DPT I4i 001/001 , ) Post-lt~ Drand TaX tr,lnsmlnal.!1iemo 7671 . Dr """lIS. I To "--Itl ~ -.... ..l.. f'~ e,1F ~ ~~~. ~~~O r.\ ""p'. PhDh"',S4 - -0520 · ,?S' ~CJz. Fax' 1S-<f ~S32- THE LAW Min..._ta Statutea 1971l, Section 169.14, road in plU't: ~ Subd. 58. [SPEED ZONING IN SCHOOL ZONES.] Local authorities may estabU.h a duol apecrd limit within a Behool zone of a pubUc 01' noupUblic school ullOn the basis or an enein_riD<< and tram.. in.......ti Ba- tioD &8 preieribed by the commissioner of transportation. The establish- ment of a school spee4 Umit on &Dy trunk bighway shaD be with the eon. IIfl1lt or tbe _mml..ion..r of tranBpot"tati-. Such Bchool speed Umito .hall be in efl'ect when chIldren are pl'elent, going to 01' leaving Rcbool d1l1'iDr opening or closing houn 01' during school NeeR" periodo. The I.OhOOI .peed Umit .ball not be lower than lG milca per bour and shaD not be more than 20 milClll per hour below the established 1lJ)eed limit on an affected street or higbWlty if the etItablished speed llmit is 40 miles per hOUr or gn,atel-. The school speed limit .ball be eaective upon tile ene- tion. or appropriate siltDS delilDlatinl( the speed limit and indIcating thB bogbmlnc and end of the J'educed .peed ~e. Any ~ in ace.. of .uoh posted IIChoolllpeeclllmlt llJ unIaw1UL AU 8llch siena .baD be erected by the loeal authoritiM On tb""" .tr..ta and highwaYB under th..ir respec- tive Jurisdictions and by the commissioner or l:nmsportation On trunk . bighways. AU BiI'lU eneted by local IUthOritietl to deBignate speed UmitB in lIchoolllOllell .hall co~_ to the mlUlW on uniform control devicea. ." ....:'....1" . ...... , ,~ For the l)\UpolIe of this IlUbdivision, ".ohool zone" mean. that sootion ot a stRet or highway wbieb abutB the I1'OUDdB or a lICbool where children have aceeu to the strMt or highway from th. aehool property or where an eRtahliahed IIChool erll8Bing is located provided the school ad- VlUlC8 lien prescribed by the manual on unifcmn tramo cont:J"Ol devicel ildopted by the comnd..ioner of traDBpon.dcm punuant to lIc>ction 189.06 iB in place. : : ':., . ':" ~.:. ~:. : ". ',' 'i '. / r~~ ~~';;'::~;:O.f;~;ones~l SPEEDLIMlTS.IN SCII?'o:L' ZONES " . ~ . ,'. , : . "'. .. .: . . . . Th~se ~an bC'eSW;ii~iied by the lOcal authority · . ........... . ,.: -,,.. .. . on local roads in a school .'. ; I SCHOOL! I. zone. This regUlatory . '. t .,: ... t. speed limit is in effect . :;-SPEED whenever children are LI M IT present, such as be.fore and after school or during 20 recess. The school plate is black and yellow and the other signs are black and I ~ I~ white. crD........n T TUlTfi: Tl\T Ull\lH(' 7.1\N'I'<'Q --- '\ './ Regular A.ndover City Council Aleeting Minutes - AIay 19, 1998 Page 9 \ , / (Conse/lt Items PIIlledfor Discussion, Continued) Item 15 Authorize Letter to Anoka County Highway Department/School Zone and Speed Limits Councilmember Orttel asked about the source of funding for Items 9 and 10 and about the use of state bids. Councilmember Kunza questioned the need for four-wheel drive vehicles in every department. Frank Stone, Public Works Superintendent, stated the original intent was to lease a vehicle, and that is what the 1998 budget reflects. The Vehicle Committee reviewed this and decided this vehicle should be utilized by the Engineering Department during the summer and be available as a plowing vehicle for the Public Works Department in the winter. It would be used primarily to plow cul-de-sacs and as a back up. It cannot be leased ifit is used to plow snow. He agreed four-wheel drive vehicles are not needed in every department, and the Vehicle Committee will be looking at that more closely in the future. The Falls Automotive bid is the state bid. Councilmember Knight also suggested in the future smaller, more economical vehicles be considered wherever possible. . Councilmember Orttel stated they just met at the Public Works Department and there was no discussion on the need for furniture (Item 11). Mr. Stone stated he is the only person who doesn't have furniture in that building. On Item 14, Councilmember Orttel questioned how the City could have accepted the right-of-way ""ith the building foundation still on it. Nfr. Erickson stated apparently when the Wandersee Addition was accepted seven or eight years ago, that foundation was never removed. The developer was responsible for removing it, but apparently never did so. Staff will attempt to collect the cost from the developer, but in the mean tine, the City must contract to have the work done. Approvals will be received to work on adjacent private properties. Councilmember Orttel asked if the City has a procedure on issues such as Item 15 regarding traffic investigations for speed zones. Nfr. Erickson stated Staffhas talked about this for the past one or two years. The county has indicated they don't have the proper trails and crossing to warrant signing the area. The City has since received a letter from an individual about a speed zone in the areas of the schools along Hanson Boulevard. Councilmember Orttel stated Hanson Boulevard is the only major route through the City. That makes it more dangerous for the children on the road, but he worried about making it look more comfortable by reducing the speed. It will continue to be a dangerous road. He felt the City would be better off eliminating the crossing of the trails and work on either an under- or over-pass. He agreed to proceed with the investigation to find out what they would have to say. Councilmember Knight suggested ultimately the City may have to fence the trail to keep the youth off the highway and funnel them to specific crossings. \.. / i'vlotion by Knight, Seconded by Orttel, to approve Items 9, 10, 11, 14 and 15. Motion carried on '- 4- Yes, I-Absent (Dehn) vote. CITY OF ANDOVER REQUEST FOR COUNCIL ACTION '- DATE: May 19. 1998 AGENDA SECTION Non-Discussion/Consent Item ORIGINATING DEPARTMENT ITEM NO. Authorize Letter to Anoka County Highway DeptJ ~ChOOI Zone & Speed Limits Todd Haas,~ Engineering The City Council is requested to authorize the City Engineer to send a letter to the Anoka County Highway Department to request that an engineering and traffic investigation as prescribed by the Commissioner of Transportation to request a speed zone in the school zones of both Andover Elementary School and Oak View Middle School. Attached is a letter from a resident requesting that this be considered by the City. Also attached is State Statute 169.14 Subd. 5a on Speed Zoning in School Zones. '"'" '- \...:. '-.:. Iq,s' .., I:.J../ l'es: , / /" ~'~/ /?, /j'-fg' e William T. Lambert - ~~ Senior Vice Pre~ident Director or Sales U.S. Food Products Oi\'ision RBeCE1VED APWll ! 'fS1H98 C!ltr'OS~~~DOVER '. / ~p ~ .' ~lt-V/?/W. en~ / / . . ~~ ti;-Jb- ~,-<.--:i;' ./J,,,'z'--'-.:C -6- C~/d!~..A:./c:.2.~?It'-:.. r~ fP-d.~ ~,C;~1,. d-r-~ ~2K-~~~. c:'~~. -? V~__ _~ ~/ U/~... P .'~ L~u..7')< L -r ~ , ~ ~~ r:u- ~cZ" - /l:..C. ~<! ~ f?-;nJ.f/7S ~' H.-vV ~ ~~_ ,t~S ?~~ e.n(~ ~<&. ~ ~(!"U~'?7 T~ .1-.7- 2"~ Ct-U~ ft'7 0ld.?rv'-'.A.. cf~rx-<-.r"J' Sd.H-Z, d4~ &d~ '771<;{LL<. S~ ..j! 7Zto,-<- ~, t:fd.. 7Aa- 77h?/J/oT (lrtd<.<~t:zx cL ~#<- s.ak~/H~7-u,~ ~ ~ ,." . ~. ~cCr?\.... r /I-~(~I ~~~ )(0 ~~C.rYY);r;-~c~ c2.7zhC -G- ~ M -:YJ_V<"" /C,,;-ru.CtfQ)--y--> c7u ea/v~..... ":;-6- '7?7~ ~7f~ ~ biz. .:3~ ~7<-2- c~ 7~ S~"/f~, , . /~ zJ d ~~r-to~~G f/&.S~'~~ ~~ ~s~J r~ C:/~"2/LL~-<C.-<,-r~d-ft~ ld.rYr> /P~~.&LzM. -6- ~ ~~d,S?/"," ~ ,h.b~i~ s:: -6-n~' ~ t!/~ -f-o/7(.~ . ~ If Y ~"-". -+-/. A'/J <-~ /1.{,~" "d /'. . ~. J c..~ Z! /~ c.-/U-t:- .e::~ J/~ /t~ ~,,<.. PF5:0 j~rr>-> ?/f7' ~,;-~ t:!1f ~.&{, ~ ~ ~:z>; - d.....i<'-C~ ~ G ~/ .DOT. ~ -& z'/t'LCffer .!,1:=- ~ c-~~e- d. '-~~ a.. ,~ZT7-' h~ a r--- /0-, cL. '-J One Kello u Kello" Company I Corporate Headquarters gg Sq are/ P.O. Box 3599/ Battle Cleek. .....chigan '901&-3599 (616) 961.2000 ~ '.~ ~ '-./ ,,-) j. . William T. Lambert Senior Vice Pre5ident Director of Sales u.S. Food Products Division 7?;:-<.J ~ ~~7 ~. cU71~~' ~~. ;f~~~ d-L/.d~e~~d ~c6/hr, hZ- Se/~ -8..~_aeCt'k?~ 6-z-k ~~ N ~ t7 ' S-~L;(~?"-r~u.L-7//t7(.loo( ~-/b-7;7 ~, J /~ac"n;r :-:.rr 27f'dL- f'~ (/ht_.suU,t.- MtJ-?;:t7 ~ ~c-d ~ .P?'- d. ~J~ /~U:::-('~ \....2c~ ~ ~.k-'-- ~ /1~%17'7 5~ ~ --kr;~s' ^ ([ - A l . ~~ ((2'; d/l,:(M"-Vu &:z:y (!v-.--VT1d..f. 07dn~u d~~ .yC!~ ~ (J2tf-L7.~ 7~d~ <Jj:~~ 7Z-:.-~,?y /J r ~ I..~ J / S"O 3 I ~ :::;J j-r: JJ tV cz,v.~ In n J" s:3 (J <-1- Kellou Com pan v / Corporate Headquorters / I One Kellolli Square I P.O. Box 3599/ Ballle Creek. Michigan 4901&-3599 (616) 961.2000 6(.). tfJ'l-j5")C ,e :al ..te li- en .n- In- 6); (2) ,io- im- :ine er"s fled l. . , t, ) sec- .tion 111 be ~ed is .Imu- .I: ,ction j area trans- 'awith ,porta- laving , .le, ..-J .nd end 53 TRAFFIC REGL1.AllONS Subd. 3. Reduced speed required. (a) The driver of any vehicle shall. consistent with the requirements. drive at an appropriate reduced speed when approaching or passing an au- thorized emergency vehicle stopped with emergency lights flashing on any street or high- way. when approaching and crossing an intersection or railway grade crossing. when ap- proaching and going around a curve, when approaching a hill crest, when traveling upon an: narrow or winding roadway. and when special hazards exist with respect to pedestrians or other traffic or by reason of weather or highway conditions. (b) A person who fails to reduce speed appropriately when approaching or passing "11 authorized emergency vehicle stopped with emergency lights tlashing on a street or highway shall be assessed an additional surcharge equal to the amount of the tine imposed tor the speed violation. but not less than 525. [For text of subd 4. see .'-1.5.1996] Subd. 4a. (Repealed, 1997 c 143 s 20] [FortextofslIbd5. see ,'.1.5./996] 4 Subd. Sa. Speed zoning in school zones. Local authorities may establish a school speed limit within a school zone of a public or nonpublic school upon the basis of an engineering and traffic investigation as prescribed by the commissioner of transportation. The establish- ment of a school speed limit on any trunk highway shall be with the consent of the commis. sioneroftransportation. Such school speed limits shall be in effect when children are present. going to or leaving school during opening or closing hours or during school recess peril)d,. The school speed limit shall not be lower than 15 miles per hour and shall not be more than 2IJ miles per hour below the established speed limit on an affected street or highway if the estab- lished speed limit is 40 miles per hour or greater. The school speed limit shall be effective upon the erection of appropriate signs desig- nating the speed and indicating the beginning and end of the reduced speed zone. Any speed in excess of such posted school speed limit is unlawful. All such signs shall be erected by the local authorities on those streets and highways under their respective jurisdictions and by the commissioner of transportation on trunk highways. Forthe purpose of this subdivision. "school zone" means that section ofa street or hi~h. way which abuts the grounds of a school where children have access to the street or highw 'IY from the school property or where an established school crossing is located providcd the school advance sign prescribed by the manual on uniform traffic control devices adopted by the commissioner of transportation pursuant to section 169.06 is in place. All signs erected by local authorities to designate speed limits in school zones shall conform to the manual on uniform control devices. Notwithstanding section 609.0331 or609.10 1 orotherlaw to the contrary, a person who violates a speed limit established under this subdivision is assessed an additional surcharge equal to the amount of the tine imposed for the violation. but not less than 525. [For text ofslIbds 5b and 5c. see ,'.1.5.1996/ Subd. 5d. Speed zoning in work zones; surcharge. (al The commissioner. on trun!.. highways and temporary trunk highways. and local authorities, on streets and highwa:s un- der their jurisdiction. may authorize the use of reduced maximum speed limits in highwa: work zones. The commissioner or local authority is not required to conduct an engint:erin~ and traffic investigation before authorizing a reduced speed limit in a highway work lOnc. (b) The minimum highway work zone speed limit is 20 miles per hour. The work zon~ speed limit must not reduce the established speed limit on the affected street or highway by more than 15 miles per hour. except that the highway work zone speed limit shall not e.~ceeJ ~O miles per hour. Highway work zone speed limits are effective on erection of appropriate regulatory speed limit signs. The signs must be removed or covered when they are not re- quired. A speed greater than the posted highway work zone speed limit is unlawful. (c) For purposes of this subdivision. ..highway work zone" means a segment ofhighway or street where a road authority or its agent is constructing. reconstructing. or maintaining tht: Ib..I~ , J TRAFFIC ENGINEERING INVESTIGATION for SCHOOL SPEED ZONES at ANDOVER ELEMENTARY SCHOOL & OAK VIEW MIDDLE SCHOOL In the City of Andover January 5, 1999 SCOPE: The scope of this study is to determine if school speed zones on CSAH 78 (Hanson Blvd.) are warranted at either or both of these schools as requested by the City of Andover, as well as to make recommendations for any traffic control changes found appropriate as additional safety measures in these school zones. , J This study follows the procedure outlined in the Minnesota: A GUIDE TO ESTABLISHING SPEED LIMITS IN SCHOOL ZONES issued by the Minnesota Department of Highways. Part I of this study is an isolated investigation for Andover Elementary School and Part II is an investigation for Oak View Middle School. In the summary and recommendation sections of this report, consideration is given to the fact that these two schools are located within one half mile of each other. Consequently, the segment of CSAH 78 (Hanson Blvd.) which includes both schools is reviewed as a single corridor. . , '", _/ 1 . ) "- ~I INDEX \ '-./ Page Location Map 3 Part I - Andover Elementary School 4-8 A - School Route Plan 4 B - School Zone Hazard Evaluation 4-7 1) Roadway Information 4 2) Traffic Volumes 5 3) Pedestrian Volumes 5 4) Parkinq and Loadinq Zones 5 5) Traffic Control Devices 6 6) Sidewalks and Fencina 6 7) Accident History 7 8) Speed Zones 7 C - Summary of Andover Elementary School 8 Part II - Oak View Middle School 9-13 A - School Route Plan 9 B - School Zone Hazard Evaluation 9-12 1) Roadway Information 9 2) Traffic Volumes 10 3) Pedestrian Volumes 10 4) Parking and Loadinq Zones 10 5) Traffic Control Devices 11 6) Sidewalks and Fencinq 11 7) Accident History 12 8) Speed Zones 12 C - Summary of Oak View Middle School 13 Part III - Report Summary 14 Part IV - Recommendations 15 Attachments: A - Summary of telephone interview with Principal Olson B - Summary of telephone interview with Principal Hande C - Three Year Accident History D - Drawing of roadway features and traffic control devices , \ , ,_/ 2 LOCATION MAP ANDOVER ELEMENTARY and OAK VIEW MIDDLE SCHOOL on CSAH 78 in the City of ANDOVER , \ '- / .1.." . , I I "..J r --,~ \ .l/~~ '/-".A~_~ /... : hnd lIU4 /~ i ./ i '\ -~ DESCRIPTION: I ( i \ , / CSAH 78 (Hanson Blvd.) is a north/south two lane, two way highway with a Functional Classification of Minor Arterial "A" (Expander). Andover Elementary Schoolls located on the west side of CSAH 78 directly south of CR 18 (Crosstown Blvd.). Oak View Middle School Is located on the west side of CSAH 78 directly north of the Andover City Offices. Page 3 " PART 1- Andover Elementary School 14950 Hanson Blvd., Andover, MN 55304 Principal- Dorothy Olson (506-1700) Number of students = Approximately 1600 School Hours: 9:15 AM to 3:45 PM Number of buses for departure at 3:45 PM = 27 including special ed. buses. A - School Route Plan: Andover Elementary School does not have a written School Route Plan. However, there is an unwritten policy regarding students walking or riding bicycles to school. This unwritten policy allows students living in Pinewood Estates or Pinewood Estates 2nd Addition to walk or ride bicycles to and from school provided they use the walking/bike trail connecting these developments to the school property. These two residential developments are located directly south of Andover Elementary School on the west side of CSAH 78 (Hanson Blvd.). No other students are allowed to walk or bike to or from school. (The above information was obtained during a telephone interview with Principal Dorothy Olson on October 2nd, 1998. A summary of this telephone interview is Attachment A of this report.) Development of a formal School Route Plan, as indicated in the Minnesota: A GUIDE TO ESTABLISHING SPEED LIMITS IN SCHOOL ZONES, is a useful tool in implementing uniformity in the use of school area traffic controls. '- ) B - School Zone Hazard Evaluation: 1) Roadway Information: a) CSAH 78 (Hanson Blvd.) is a two way, two lane Minor Arterial highway with a 48 ft. bituminous surface comprised of two 14 ft through lanes with 10ft. shoulders. b) Andover Elementary School has access to CSAH 78 at two locations, one near the alignment of 150lh Lane and the second approximately 600 feet to the south. Turn lanes do not currently exist at either school entrance. c) The alignment of CSAH 78 is relatively flat and straight in the area of Andover Elementary School. There are no hills or curves to be considered as hazards. d) There are no other features such as nearby buildings, trees or other sight obstructions, which would create a hazard. See Attachment D, drawing of roadway features and traffic control devices. 4 '. Andover Elementary School '.j B - School Zone Hazard Evaluation (Continued) 2) Traffic Volumes a) The Average Daily Traffic on CSAH 78 based on 1997 counts is 10,022 vehicles per day (vpd) at a location directly north of CR 16 (Andover Blvd.), 8168 vpd at a location directly north of CR 18 (Crosstown Blvd.) and 7206 vpd directly south of CSAH 20 (Constance Blvd.). II ~:lO (COnM.nee Blvd. vpd "lllvpel CR18 , Ando_ n Element.~ L...J School '- ) 10.022 vpel '\ \..../ b) A gap time analysis to determine if adequate gaps between vehicles on CSAH 78 exist for pedestrians to safely cross the highway was not conducted for CSAH 78 at Andover Elementary School because of the schools policy against students crossing Hanson Blvd. Since there are no walkers, a gap time analysis does not apply. 3) Pedestrian Volumes a) No pedestrian count was conducted at Andover Elementary School because of the schools policy against students crossing Hanson Blvd. Since there are no walkers, a pedestrian count is not applicable. 4) Parking and Loading Zones a) Staff and visitor parking is provided on school property. b) Adequate school bus loading area is provided on school property. c) It should be noted that in recent years requests have been made by the Middle School and by the City of Andover for temporary no parking signs along CSAH 78 and on CR 18. Generally these requests have been made twice each year, once for a City sponsored event and once for an open house at the Middle School. 5 , ) Andover Elementary School 8 - School Zone Hazard Evaluation (Continued) '- / 5) Traffic Control Devices a) Existing traffic control devices along CSAH 78 have been reviewed from a point approximately 600 feet south of Andover Elementary to a point approximately 600 feet north of Oak View Middle School. b) Traffic signals, turn lanes and intersection channelization will be constructed at the CSAH 78/CR 18 intersection in 2000 (SP 020678013). An all-way stop was installed at the intersection October 22, 1996 as an interim measure to the upcoming signalization. c) Signing directly related to Andover Elementary School consists of Advance School Warning signs (S1-1) for each direction on Hanson Blvd. as well as two white on green guide signs intended as an additional aid to motorists in locating the school. d) All signs and markings on CSAH 78 are in accordance with the Minnesota Manual on Uniform Traffic Control Devices (MMUTCD) and are shown on Attachment D. e) No school speed zone is currently in place. Since there are no student walkers/bikers, this is consistent with overall ACHD practice regarding school speed zones. 6) Sidewalks and Fencing a) As previously mentioned, there is an existing bike/walking path along the west side of CSAH 78. This trail varies in distance from the edge of CSAH 78 but is approximately 32 ft. in most areas. There is no fencing along CSAH 78. \ / 6 \ '--) Andover Elementary School B - School Zone Hazard Evaluation (Continued) \ 7) Accident History a) A three year accident history has been compiled for the segment of CSAH 78 starting at a point 1230 feet south of CR 18 (Crosstown Blvd.) and extending north to a point 2,508 feet north of CR 18. b) The Accident Rate per million vehicle miles (ARmvm) and the Severity Rate per million vehicle miles (SRmvm) for this corridor are 2.3 and 7.7 respectively. For comparison purposes, the 1997 average ARmvm for County State Aid Highways in Minnesota was 2.5. c) A total of 17 accidents were identified as having occurred within this study area between January 1,1995 and December 31,1997. All but one of these accidents occurred at the intersection of CSAH 78 and CR 18. One accident, a collision with a deer, occurred 2,600 feet north of CR 18. No accidents were identified in the area of Andover Elementary School. One motor vehicle/bicycle accident occurred at the CSAH 78/CR 18 intersection. It should be noted that this accident occurred prior to the installation of the all-way stop at CSAH 78 and CR 18. d) Thirteen of the accidents at the CSAH 78/ CR 18 intersection were diagramed as right angle collisions, including the motor vehiclelbicycle collision. Seven of these right angle collisions occurred during 1995 and four occurred in 1996 prior to the installation of the all-way stop. One right angle collision occurred in 1996 after the all-way stop was installed and one more occurred during 1997. It is anticipated that the upcoming signalization and channelization project for the CSAH 78/CR 18 intersection will significantly reduce the number of right angle collisions at this intersection. A copy of the three year accident history/analysis including a collision diagram, field summary and accidenUseverity rate calculations is Attachment C to this report. It should be noted that an ADT of 9,415 vpd was used in calculating the Accident and Severity Rates for this corridor. This ADT reflects traffic volumes for 1996. .'-.J 8) Speed Zones a) The authorized and posted speed limit on CSAH 78 (Hanson Blvd.) adjacent to Andover Elementary School is 55 miles per hour. This is in accordance with the Minnesota Department of Transportation Speed Limit Authorization dated March 24, 1997. \ .'- ../ 7 ., '. ) " \..J C - Summary of Andover Elementary School Study No students who live on the east side of CSAH 78 are allowed to walk or ride bicycles to or from school. Only those students living in one of two housing developments that are directly south of the school and have connecting paths to the school are allowed to walk of ride bicycles. With full compliance and enforcement of these rules there should be no school associated pedestrian hazards along CSAH 78. In addition, no roadway features have been identified which may cause or contribute to a hazardous situation. No accidents, during the study period, involving student pedestrians and or school buses at the Andover Elementary School have been identified. The existing 55 mile per hour speed limit on CSAH 78 was determined to be the reasonable and safe speed limit by MnDOT in March of 1997. Existing traffic control devices along CSAH 78 are both appropriate and in accordance with the MMUTCD. ACHD could consider replacing the existing S1- 1 Advance School Symbol with the new strong yellow green school signs, the use of strong yellow green school signs has recently been approved by MnDOT. Parking and school bus loading areas are provided on school property and do not pose a hazard. However, during events such as open house at the area schools or the City of Andover "Fun Fest Days. parking is prohibited along CSAH 78 as an added safety measure. Permanent no parking signs would eliminate the need to install and remove these signs for each event and take away any confusion as to when parking is or is not permitted. Given the Average Daily Traffic on this segment of CSAH 78, it is possible that conflicts could occur between vehicles turning left from northbound CSAH 78 into the school and southbound through traffic. It is also possible that this could result in illegal by-pass maneuvers being made around left turning vehicles. Four possible scenarios exist to address this issue: [1] Take no action; [2] Install "State Law/No Passing on Shoulder" signs and request strict enforcement (This could result in unacceptable delays for through traffic.); [3] Construct or mark by-pass lanes at strategic locations to allow through traffic to flow uninterrupted by left turning vehicles; [4] Create left turn bays through the use of raised or painted medians allowing through traffic to pass to right of left turning vehicles. A formal School Route Plan could be developed jointly by the School District. the City of Andover. and the Anoka County Highway Department. Any unwritten policies regarding walkers and student bikers could be incorporated into the School Route Plan. A school speed zone could be implemented. However, it should be noted that in . , this case, a school speed zone could in fact increase accident potential, , / decrease driver respect for speed limits, and create enforcement problems. 8 , ) PART" - Oak View Middle School 15400 Hanson Blvd., Andover, MN 55304 Principal- Norm Hande (506-5600) Number of students = Approximately 1150 School Hours: 8:10 AM to 2:50 PM Number of buses for departure at 2:50 PM = 18 including special ed. buses. , A - School Route Plan: Oak View Middle School does not have a written School Route Plan and bus service is available to all students. As indicated in the Minnesota: A GUIDE TO ESTABLISHING SPEED LIMITS IN SCHOOL ZONES, a School Route Plan is useful in developing uniformity in the use of school area traffic controls. It is estimated that 20 to 25 students ride bikes and an additional 20 students will walk to school during periods of good weather. Students are told not to cross Hanson Blvd. on foot or bicycles but it is apparent that some do. It is believed that those students who cross Hanson Blvd. do so at the intersection of Crosstown Blvd. where there is an all way stop. Students observed crossing Hanson Blvd. are to be dealt with by the school liaison officer. The above information was obtained during a telephone interview with Principal Norm Hande on October 2nd, 1998. A summary of this telephone interview is Attachment B of this report. '. / 8 - School Zone Hazard Evaluation: 1) Roadway Information: a) CSAH 78 (Hanson Blvd.) is a two way, two lane Minor Arterial highway with a 48 ft. bituminous surface comprised of two 14 ft through lanes with 10ft. shoulders. b) Oak View Middle School has access to CSAH 78 at two locations, one approximately 880 feet north of CR 18 and the second approximately 1600 feet north of CR 18. Turn lanes do not currently exist at either school entrance. c) The alignment of CSAH 78 is relatively flat and straight in the area of Andover Elementary School. There are no hills or curves to be considered as hazards. d) There are no other features such as nearby buildings, trees or other sight obstructions, which would create a hazard. See Attachment D, drawing of roadway features and traffic control devices. , j 9 ,) Oak View Middle School B - School Zone Hazard Evaluation (Continued) 2) Traffic Volumes a) The Average Daily Traffic on CSAH 78 based on 1997 counts is 10,022 vehicles per day (vpd) at a location directly north of CR 16 (Andover Blvd.), 8168 vpd at a location directly north of CR 18 (Crosstown Blvd.) and 7206 vpd directly south of CSAH 20 (Constance Blvd.). vpd O.k VI.w IIldd"~ School U "18hpd CR18 '. . / 10,022 .pd 0.",.' I I \ '- ) b) A gap time analysis to determine if adequate gaps between vehicles on CSAH 78 exist for pedestrians to safely cross the highway was not conducted for CSAH 78 at Oak View Middle School because of the schools practice of not allowing students to cross Hanson Blvd. on foot or bike. Since there are no walkers, a gap time analysis does not apply. 3) Pedestrian Volumes a) No pedestrian count was conducted at Oak View Middle School because of the schools practice of not allowing students to cross Hanson Blvd. on foot or bike. Since there are no walkerslbikers, a pedestrian count is not applicable. 4) Parking and Loading Zones a) Staff and visitor parking is provided on school property. b) Adequate school bus loading area is provided on school property. c) It should be noted that in recent years requests have been made by the Middle School and by the City of Andover for temporary no parking signs along CSAH 78 and on CR 18. Generally these requests have been made twice each year, once for a City sponsored event and once for an open house at the Middle School. 10 " Oak View Middle School 8 - School Zone Hazard Evaluation (Continued) " / 5) Traffic Control Devices a) Existing traffic control devices along CSAH 78 have been reviewed from a point approximately 600 feet south of Andover Elementary to a point approximately 600 feet north of Oak View Middle School.j b) Traffic signals, turn lanes and intersection channelization will be constructed at the CSAH 78/CR 18 intersection in 2000 (SP 02-678013). An all-way stop was installed at the intersection October 22, 1996 as an interim measure to the upcoming signalization. c) Signing directly related to Oak View Middle School consists of an Advance School Warning signs (S1-1) for each direction on CSAH 78 (Hanson Blvd). d) All signs and markings on CSAH 78 are in accordance with the Minnesota Manual on Uniform Traffic Control Devices (MMUTCD) and are shown on Attachment D. e) No school speed zone is currently in place. Since there are no student walkers/bikers, this is consistent with overall ACHD practice regarding school speed zones. . , ,_./ 6) Sidewalks and Fencing a) As previously mentioned, there is an existing bike/walking path along the west side of CSAH 78. This trail varies in distance from the edge of CSAH 78 but is approximately 32 ft. in most areas. There is some chain link fencing parallel to CSAH 78 at the south end of the school property where the ball field is located. , , , ; 11 '. / Oak View Middle School 8 - School Zone Hazard Evaluation (Continued) . \ / 7) Accident History a) A three year accident history has been compiled for the segment of CSAH 78 starting at a point 1230 feet south of CR 18 (Crosstown Blvd.) and extending north to a point 2,508 feet north of CR 18. b) The Accident Rate per million vehicle miles (ARmvm) and the Severity Rate per million vehicle miles (SRmvm) for this corridor are 2.3 and 7.7 respectively. For comparison, the 1997 average ARmvm for County State Aid Highways in Minnesota was 2.5. c) A total of 17 accidents were identified as having occurred within this study area between January 1,1995 and December 31, 1997. All but one of these accidents occurred at the intersection of CSAH 78 and CR 18. One accident, a collision with a deer, occurred 2,600 feet north of CR 18. No accidents were identified in the area of Andover Elementary School. One motor vehicle/bicycle accident occurred at the CSAH 78/CR 18 intersection. It should be noted that this accident occurred prior to the installation of the all-way stop at CSAH 78 and CR 18. d) Thirteen of the accidents at the CSAH 78/ CR 18 intersection were diagramed as right angle collisions, including the motor vehiclelbicycle collision. Seven of these right angle collisions occurred during 1995 and four occurred in 1996 prior to the installation of the all-way stop. One right angle collision occurred in 1996 after the all-way stop was installed and one more occurred during 1997. It is anticipated that the upcoming signalization and channelization project for the CSAH 78/CR 18 intersection will significantly reduce the number of right angle collisions at this intersection. A copy of the three year accident history/analysis including a collision diagram, field summary and accidenUseverity rate calculations is Attachment C to this report. It should be noted that an ADT of 9,415 vpd was used in calculating the Accident and Severity Rates for this corridor. This ADT reflects traffic volumes for 1996. 8) Speed Zones b) The authorized and posted speed limit on CSAH 78 (Hanson Blvd.) adjacent to Oak View Middle School is 55 miles per hour. This is in accordance with the Minnesota Department of Transportation Speed Limit Authorization dated March 24, 1997. . , . ) . - - / 12 " '.j "\ -' \ \. ) C - Summary of Oak View Middle School Study Those students who live on the east side of CSAH 78 are told by School District Officials not to cross CSAH 78 of foot or bicycle. Students living on the west side of CSAH 78 are allowed to walk or ride bicycles to school via provided paths. With full compliance and enforcement of these rules there should be no school pedestrian hazards along CSAH 78. In addition, no roadway features have been identified which may cause or contribute to a hazardous situation. No accidents involving student pedestrians and or school buses at the Oak View Middle School have been identified. The existing 55 mile per hour speed limit on CSAH 78 was determined to be the reasonable and safe speed limit by MnDOT in March of 1997. Existing traffic control devices along CSAH 78 are both appropriate and in accordance with the MMUTCD. ACHD could consider replacing the existing S1- 1 Advance School Symbol with the new strong yellow green school signs, since the use of strong yellow green has approved by MnDOT. ACHD could also consider the installation of white on green guide signs to direct motorists to Oak View Middle School similar to those used at Andover Elementary School. Parking and school bus loading areas are provided on school property and do not pose a hazard. However, during events such as open house at the area schools or the City of Andover "Fun Fest Days' parking is prohibited along CSAH 78 as an added safety measure. Permanent no parking signs would eliminate the need to install and remove these signs for each event and take away any confusion as to when parking is or is not permitted. Given the Average Daily Traffic on this segment of CSAH 78, it is possible that conflicts could occur between vehicles turning left from northbound CSAH 78 into the school and southbound through traffic. It is also possible that this could result in illegal by-pass maneuvers being made around left turning vehicles. Four possible scenarios exist to address this issue: [1] Take no action; [2] Install "State Law/No Passing on Shoulder" signs and request strict enforcement (This could result in unacceptable delays for through traffic,); [3] Construct or mark by-pass lanes at strategic locations to allow through traffic to flow uninterrupted by left turning vehicles; [4] Create left turn bays through the use of raised or painted medians allowing through traffic to pass to right of left turning vehicles. A formal School Route Plan could be developed jointly by the School District, the City of Andover, and the Anoka County Highway Department. Any unwritten policies regarding walkers and student bikers could be incorporated into the School Route Plan. A school speed zone could be implemented. However, it should be noted that in this case, a school speed zone could in fact increase accident potential, decrease driver respect for speed limits, and create enforcement problems. 13 , ., \._- ../ Part 1/1 - Report Summary: The only safety hazard identified in this study of Andover Elementary and Oak View Middle School is the potential occurrence of illegal by-pass maneuvers being made by through traffic around vehicles turning left into either school. This hazard can be addressed by implementing the options identified in this report which best serve the needs of the school and the traveling public. A recent Speed Zone Study has been conducted by MNIDOT along this section of CSAH 78. Consequently, no hazards directly related to speed zoning were identified. The City of Andover could request that a new speed study be conducted on this section of CSAH 78. However, given the character of the area, geometrics, and other applicable factors, speed limits on this section of CSAH 78 would be likely to remain at 55 mph. A School Speed Zone could be implemented but given the physical separation of the school buildings and school associated activities from the roadway combined with the informal school policy against walkers, a school speed limit would not automatically have an impact on reducing vehicular speeds along CSAH 78. In addition, it appears that the greatest concern from residents near the area who have contacted the Anoka County Highway Department regarding pedestrian movements near the schools are those associated with non-school activities during non-school hours. Implementation of a School Speed Zone to address such concerns would be inappropriate. Improper use of School Speed Zones can result in an increased accident potential, increased vehicular speed differentials, decreased driver respect for speed limits, and can create enforcement problems. Consequently, a School Speed Zone is not recommended. Reconstruction of the CSAH 78/CR 18 intersection in 2000 will result in the installation of a traffic signal with crosswalks and full pedestrian features. City trails/sidewalks can be easily planned/routed to take full advantage of the traffic signal to cross both CSAH 78 and CR 18. / 14 -' Part IV - Recommendations: The City of Andover and/or the School District should make a request for a no parking resolution to permanently prohibit parking on CSAH 78 and CR 18 in the school areas. Both schools should be encouraged to develop written policy regarding students crossing Hanson Blvd. by foot or bicycles. A school walking route map should be drawn up to provide safe school routes for those students who are allowed to walk or bike to school. ACHD should implement the use of strong yellow green signing for in place school signs. ACHD can review the options available to address illegal by-pass maneuvers at each school access and develop a plan to improve conditions. If desired by school district officials, ACHD should add guide signing for Oak View Middle School. . j The feasibility of construction of a pedestrian/bicycle underpass as an alternative means of crossing CSAH 78 could be investigated and implemented by the City, School District or others. Fencing could be incorporated into this type of crossing to funnel all pedestrian movements to a common point. No school speed zone is recommended for either Andover Elementary or Oak View Middle School. \ j 15 , AITACHMENT A '--) Phone interview, 10/2/98 by R. Butler with: Andover Elementary School Principal- Dorothy Olson, 506-1700 Number of Students - Approx. 1600 School Hours: 9:15 AM to 3:45 PM Number of buses for departure at 3:45 PM - 24 regular and 3 special ed. These Questions and answers are not verbatim. Does the school have a no walker policy? Yes, there is one arealhousing development on the west side of Hanson Blvd. from which students are allowed to walk to and from school. No other students, are allowed to walk or bike. . , Do you have students who disobey this rule and walk or bike anyway? '\.....J Yes, occasionally. When this occurs these students are talked with regarding school policy. Is there a school walking route plan? Yes, but not on a map or document. The school walking route plan is that those students who are allowed to walk must do so by using the walking paths constructed by the City of Andover. What comments would give regarding school buses turning onto and off of Hanson Blvd. at the school entrances, especially making left turn movements? For the most part the school bus drivers are very good drivers and alert to the high speeds and volume of traffic on Hanson Blvd.. How about traffic on Hanson Blvd. making illegal by-pass maneuvers around school buses waiting to make a left turn. Yes, this does occur but not as severe as at the Hanson Blvd.lBunker Lake Blvd. intersection. " I \. / " ) ATTACHMENT B Phone interview, 10/2198 by R. Butler with: Oak View Middle School Principal - Norm Hande, 506-5600 Number of Students - Approx. 1150 School Hours: 8:10 AM to 2:50 PM Number of buses for departure at 2:50 PM - 16 regular and 2 special ad. These Questions and answers are not verbatim. Does the school have a no walker policy? No, the school offers bus service to all students but there is no policy which prohibits students from walking or riding bikes. It is estimated that when there is good weather approximately 20 to 25 students ride bikes and approximately 20 students may walk to school. Students are told not to cross Hanson Blvd. but \ some do, mostly at the all way stop at Crosstown Blvd. The school liaison officer , / will talk with any student observed crossing Hanson Blvd.. Do you have students who disobey this rule and walk or bike anyway? See answer to above question. Is there a school walking route plan? No. On 10/5/98 Mr. Hande called Roger back since he had to cut the first phone interview short. Mr. Hande offered the following comments: 1) If a school speed zone is established for the middle school he would like to see flaShing beacons associated with it. 2) Although he has not personally observed by-pass maneuvers being made around left turning buses, he has been passed on the right in his own vehicle on numerous occasions while waiting to make a left into the school. \ ,) '/1~/96 (10-11 PM) O-C-W r '. .../ ~ rn Z o V> Z ., I C.R. 18 u h ~ ~ ::t: u '>: h h '>: do ~a). I'?~ ___e~~ l~~~1 'fjE~~~ .e1'::lOZ lI')zg).::J ~O~;;;:::I! ~~5:rg ~ e8~[g o z ;: w ; ;: 0 0 t .. ~ .s u I:: !~P " HI j f ~ '" V> ooe0. < . w j u 0 ~~ 0 ~ '" , ~ . . V> ~ >.~ 0 J: ~ 6~J'ii5 . . III L 0~V1>C 0 . < ~ v! ~ ~ ;! . < :J >. ~~ ,; < ~.!O ~: E ~ o~J;o '" . . . . 1 UlrVl)( . ~ <. 0 ~ ~ !:~.i u :3'0085 ~ . . ~ I " < ...Jooo>< 0 c >- ~g d :.j z ag ~~ < ~ z m ~8 :8 < 0 ~ ~ ~ 0 u ~~ ~a w w U x 0 . .. ~ " .rl~~ ~ L, 10 z 0 d d ~ " w ~~ :; d . ~ 00 " ~ . ... 0 ~~ k'8 wO ... u is u ~~ ~~ ~~ 0 z z > ~ 8 :JO W g~ x 0 dUJUJ:::t ~ ~ ~ Qo( > v.... "'''' ~o I I t r ~ ~ ~ ACCIDENT LISTING FIELD SUMMARY FOR: CSAH 78 (HANSON BLVD.) JAN, 1995 \ AT: FROM .233 SOUTH OF CR18 TO .475 NO TO , / REFERENCE POINTS USED: 005+00.700 TO 006+00.408 DEC, 1997 TYPE 1995 1996 1997 COLLISION WITH OTHER MOTOR VEHICLE 6 4 2 12 COLLISION WITH MY IN OTHER ROADWAY 1 2 0 3 COLLISION WITH BICYCLIST 1 0 0 1 COLLISION WITH DEER 0 0 1 1 TOTALS 8 6 3 17 DIAGRAM 1995 1996 1997 REAR END 0 0 1 1 LEFT TURN INTO ONCOMING TRAFFIC 0 1 0 1 RIGHT ANGLE 7 5 2 14 TTNKNOWN 1 0 0 1 , / TOTALS 8 6 3 17 SEVERITY 1995 1996 1997 INCAPACITATING INJURY 1 1 1 3 NON-INCAPACITATING INJURY 4 2 0 6 POSSIBLE INJURY 2 1 1 4 PROPERTY DAMAGE 1 2 1 4 TOTALS 8 6 3 17 DIRECTION 1995 1996 1997 NORTH 2 3 3 8 EAST 5 2 0 7 SOUTH 6 4 1 11 SOUTHWEST 1 0 0 1 , EST 1 3 1 5 \.~ TOTALS 15 12 5 32 PAGE 1 ACCIDENT LISTING FIELD SUMMARY FOR: CSAH 78 (HANSON BLVD.) JAN, 1995 \. / AT: FROM .233 SOUTH OF CR18 TO .475 NO TO REFERENCE POINTS USED: 005+00.700 TO 006+00.408 DEC, 1997 ACTIONS 1995 1996 1997 GOING STRAIGHT/FOLLOWING ROADWAY 9 8 3 20 MAKING RIGHT TURN 0 1 0 1 MAKING LEFT TURN 2 1 1 4 STARTING IN TRAFFIC 4 1 0 5 STOPPED IN TRAFFIC 0 0 1 1 OVERTAKING/PASSING 0 1 0 1 NOT STATED 1 0 0 1 TOTALS 16 12 5 33 CONTRIB FACTORS 1995 1996 1997 ~O IMPROPER DRIVING 3 1 1 5 ,~/ FAILURE TO YEILD RIGHT-OF-WAY 7 5 1 13 ILLEGAL/UNSAFE SPEED 0 1 1 2 DISREGARD TRAFFIC CONTROL DEVICE 0 2 1 3 IMPROPER PASSING/OVERTAKING 0 1 0 1 IMPROPER TURN 0 1 0 1 DRIVER INATTENTION/DISTRACTION 2 1 ,0 3 VISION OBSCURED - OTHER 1 0 0 1 OTHER HUMAN VIOLATION/FACTOR 0 0 1 1 NOT STATED 0 0 1 1 UNKNOWN 3 0 0 3 TOTALS 16 12 6 34 , / PAGE 2 ACCIDENT LISTING FIELD SUMMARY FOR: CSAH 78 (HANSON BLVD.) JAN, 1995 ". _/ AT: FROM .233 SOUTH OF CR18 TO .475 NO TO REFERENCE POINTS USED: 005+00.700 TO 006+00.408 DEC, 1997 DAY OF WEEK 1995 1996 1997 SUNDAY 1 0 1 2 MONDAY 0 1 0 1 TUESDAY 1 2 0 3 WEDNESDAY 2 0 0 2 THURSDAY 0 2 1 3 FRIDAY 3 0 1 4 SATURDAY 1 1 0 2 TOTALS 8 6 3 17 TIME OF DAY 1995 1996 1997 'i:OO AM TO 5:59 AM 0 0 1 1 / 6:00 AM TO 6:59 AM 0 1 0 1 8:00 AM TO 8:59 AM 1 0 0 1 10:00 AM TO 10:59 AM 1 0 0 1 11:00 AM TO 11:59 AM 1 0 1 2 2:00 PM TO 2:59 PM 1 1 0 2 4:00 PM TO 4:59 PM 0 2 0 2 5:00 PM TO 5:59 PM 1 0 0 1 6:00 PM TO 6:59 PM 1 1 0 2 9:00 PM TO 9:59 PM 1 0 0 1 10:00 PM TO 10:59 PM 0 1 0 1 UNKNOWN 1 0 1 2 TOTALS 8 6 3 17 . . '\ , ) PAGE 3 '\. i ACCIDENT LISTING FIELD SUMMARY FOR: CSAH 78 (HANSON BLVD.) AT: FROM .233 SOUTH OF CR18 TO .475 NO REFERENCE POINTS USED: 005+00.700 TO 006+00.408 JAN, 1995 TO DEC, 1997 SURFACE 1997 DRY WET UNKNOWN 1995 1996 3 3 5 2 1 3 o o o 3 TOTALS 8 6 \ / '. , / PAGE 4 11 5 . ~ 17 " '. , co ... a: CJ en u. z 0 0 :x: I- ~ a: 0 n Ii z ..J Ii) :J ,... 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'" n IT z o CITY OF ANDOVER REQUEST FOR COUNCIL ACTION ,) DATE February 2.1999 AGENDA SECTION Discussion q. ORIGINATING DEPARTMENT Finance Jean D. McGann lITEM NO. Andover Lions Gambling Report. Continued 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 each year be an independent auditing firm. " / \. 0rdinance 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 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 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. . \ , 1./ " " ) CITY OF ANDOVER HOUSING AND REDEVELOPMENT AUTHORITY REQUEST FOR ACTION DATE: February 2, 1999 AGENDA SECTION HRA Meeting ITEM NO. Iff, Public Hearing": 1999 CDBG Projects and Budget ORIGINATING DEPARTMENT Planning John Hinzman, -)+1- City Planner Request The Andover Housing and Redevelopment Authority (HRA) is asked to hold a public hearing to discuss funding priorities and approve the 1999 Community Development Block Grant (CDBG) budget in the amount of$53,372. " ) Staff has identified the following budget priorities: · Assistance to Public Service Agencies (Meals on Wheels, ACCAP, etc.). · Assistance to Park Handicap Accessibility Projects. · Establishing a redevelopment plan for Crosstown Blvd\Drive multiple family district. · Planning for a community center. CDBG Requirements In order for a project to be eligible for funding, every CDBG funded activity must qualify as meeting one of the three national objectives listed below: · Benefiting low and moderate income persons · Preventing or eliminating slums or blight · Meeting other community development needs having a particular urgency because existing conditions pose a serious and immediate threat to the health or welfare of the community and other financial resources are not available to meet such needs. '\ ,...) " , ) , " '" -j , / Budl!et ProDosal Page Two 1999 CDBG Budget February 2, 1999 Staff proposes to allocate $8,000 towards financing public service pool projects. The reduced amount reflects federal requirements limiting public service allocation to only 15% of total budget. The elimination of comprehensive plan funding, and reduction of public service pool allocations would leave $44,372 available for funding other projects: Proiect Comprehensive Plan Public Service Pool Park Handicap Accessibility Crosstown Redevelopment Community Center Anoka County Administrative Fee TOTAL 1998 Allocation $23,200 $21,784 $8,000 $0 $0 $1,000 $53,984 1999 ProDosal $0 $8,000 ?71 ??? ??? $1,000 $53,372 :J \ , j " ) CITY OF ANDOVER COUNTYOFANOKA STATE OF MINNESOTA HRA RES. NO. R -99 A RESOLUTION APPROVING THE 1999 COMMUNITY DEVELOPMENT BLOCK GRANT BUDGET TO BE USED TO CONDUCT PROJECTS WITHIN THE CITY OF ANDOVER FOR THE BETTERMENT OF ANDOVER RESIDENTS. WHEREAS, the Housing and Redevelopment Authority recognizes the need to use Community Development Block Grant funds for the betterment of Andover residents; and WHEREAS, the County of Anoka makes said funds available to the City through the United States Department of Housing and Urban Development, following guidelines established for the use of Community Development Block Grant funds; and WHEREAS, the City will receive funds distributed by Anoka County to conduct projects for the residents of the City for the 1999 fiscal year; and WHEREAS, a public hearing notice was published in the Anoka Union indicating a translation service would be provided as deemed necessary. NOW, THEREFORE, BE IT RESOLVED, that the Housing and Redevelopment Authority of the City of Andover hereby approves the 1999 Community Development Block Grant Projects and Budget as depicted on attachment A-I. Adopted by the Housing and Redevelopment Authority of the City of Andover on this 2nd day of Februarv, 1999. CITY OF ANDOVER ATTEST: I.E. McKelvey, Chairperson Victoria V olk, City Clerk ~-) Attachment A-I 1999 CDBG Budget Proiect Comprehensive Plan Public Service Pool Park Handicap Accessibility Crosstown Redevelopment Community Center Ano/ca County Administrative Fee TOTAL \ "./ \ " .J 1998 Allocation $23,200 $21,784 $8,000 $0 $0 $1,000 $53,984 1999 Proposal $0 $8,000 ??? ??? ??? $1,000 $53,372 CITY OF ANDOVER REQUEST FOR COUNCIL ACTION " ) DATE: February 2. 1999 AGENDA SECTION Staff, Committees, Commission ORIGINATING DEPARTMENT Richard Fursman, Administration ITEM NO. (( Discuss City Newsletter The City Council is requested to review the following information on cost estimates for an Andover newsletter. Also included is an example of a newsletter published and mailed in Blaine. City of Andover Newsletter Quotes All quotes include: - 60# Husky paper - 2 color - 6 pages of print - bundle by 100's for carrier routes - deliver to post office Bromley Printing Graphics & Photos (Not included in quotes) Postage Included (Approximately $900) \ I. J 8,000 No $11-$15ea. No $3,058.00 ClarkPrinting 7,000 No $15.00 ea. No $1,294.00 ECM Publishers 8,000 No (+$202.50) $6.50 ea. No $916.70 Presto Graphics 8,000 No $10.00 ea. Yes $2,800.00 Current Cost with the Times Newspaper $300/page x 2 pages = $600.00 Distribution = $500.00 " , ..I $1,100.00 per issue CITY OF ANDOVER REQUEST FOR COUNCIL ACTION I - - -" DATE: February 2. 1999 AGENDA SECTION Non-Discussion/Consent Item ORIGINATING DEPARTMENT Scott Ericksons!)L Engineering ITEM NO. /,J.,. Accept Feasibility Report/Order Plans & Specs/98-33/ Cambridge Estates 2nd Addition The City Council is requested to approve the resolution accepting feasibility study, waiving public hearing, ordering improvement and directing preparation of plans and specifications for the improvement of Project 98-33 for sanitary sewer, watermain, street and storm sewer in the area of Cambridge Estates 2nd Addition. It should be noted that this development along with the other developments occurring north of Ditch 37 will utilize a sanitary sewer Iiftstation to be located within the Chesterton Commons 3rd Addition plat. The cost of the Iiftstation will be evenly distributed over the area it will provide service to. The cost of the Iiftstation is not currently included in our trunk sanitary sewer fees and will need to be collected from the benefitting properties. - , l~) , , CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ~ RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING FEASIBILITY STUDY, WAIVING PUBLIC HEARING AND DIRECTING PREPARATION OF PLANS AND SPECIFICATIONS FOR THE IMPROVEMENT OF PROJECT NO. 98-33 FOR SANITARY SEWER, WATERMAIN. STREET AND STORM SEWER IN THE FOllOWING AREA CAMBRIDGE ESTATES 2ND ADDITION . WHEREAS, the City Council did on the 15th day of December, 19 98, order the preparation of a feasibility study for the improvement; and WHEREAS, such feasibility study was prepared by MFRA and presented to the Council on the 2nd day of Februarv, 19.J!!L; and WHEREAS, the property owners have waived the right to a Public Hearing; and " WHEREAS, the City Council has reviewed the feasibility study and declares the improvement feasible, for an estimated cost of $ 202.500.00 NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby receive the feasibility report with an estimated total cost of improvements of $ 202.500.00 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 $ 8.000.00 with such payments to be made prior to commencement of work on the plans and specifications MOTION seconded by Councilmember City Council at a reqular meeting this Councilmembers and adopted by the 2nd day of Februarv ,19.J!!L, with 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 CITY OF ANDOVER REQUEST FOR COUNCIL ACTION I DATE: lanuary 29, 1999 AGENDA SECTION Non-Discussion/Consent Item ORIGINATING DEPARTMENT Water / Sewer Department Brian Kraabel ITEM NO. /0 . Authorization to hire a Water and Sewer Maintenance Person We received 50 applications for the Water and Sewer Department Maintenance position. We feel we have picked a very good person for the job. The Mayor and Council previously approved the new-hire position. The funding for this position is included in the 1999 Budget. Pending Mayor and Council approval, the new employee would have a starting salary of$12.7766 per hour. This is at the probationary level according to the Union Contract. After successfully completing the six-month probationary period, his status would move to the Step 1 level with a salary of$13.6284. On January 28, 1999, interviews were held for four of the applicants. Scott Erickson, Frank Stone and myself were involved with the interviews. After the interviews were done, we all agreed on Randy Wesp as our choice for the position. Randy will come to the City with a wide range of maintenance abilities. He is a hard worker and an Andover resident. We believe he will do a fine job for the Utility Department, as well as all of Public Works. Therefore it is our recommendation that the Mayor and Council approve his hiring. CITY OF ANDOVER REQUEST FOR COUNCIL ACTION \ '-J DATE: February 2. 1999 AGENDA SECTION Non-Discussion/Consent Item ITEM NO. /1 Approve Resolution/Appraisal Fee Collection ORIGINATING DEPARTMENT Todd Haas, ./\.Y" Parks .~ The City Council is requested to approve the resolution establishing 1999 appraisal fee collection as requested in Ordinance 10 Ordinance 1088 (see attached) as recommended by the Park and Recreation Commission. Historv This section of the ordinance has been in existence since about March of 1989 but has not been utilized based on the decision the City Council had quite a few years ago with the City Attorney that if we have been collecting the required dedication fee plus the appraisal fee that we would be collecting more than 10% that is required. So therefore, over the past 10 years since the ordinance was in place the City has been paying for the appraisals. The cost of the appraisals range from between $200 and $300 each. , , 'J . \ '- j '\ ,,-.J . " '. j , '\ , '-..../ CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. A RESOLUTION SETTING AN APPRAISAL FEE COLLECTION FOR DETERMINING MARKET VALUES AS REQUIRED IN ORDINANCE 1088, SECTION 9.07.6. The City Council of the City of Andover hereby resolves. The following fees are hereby established for the year 1999. Type of Fee Fee Appraisal Collection Fee As Determined by the Appraiser Adopted by the City Council of the City of Andover this 2nd day of February, 1999. CITY OF ANDOVER ATTEST: J.E. McKelvey - Mayor Victoria Volk - City Clerk ,) CITY OF ANDOVER COUNTY OF Al'\JOKA STATE OF MINNESOTA Ordinance No. lOBB AN ORDINAJ.'\iCE AMENDNG ORDINANCE NO. 10, THE SUBDIVISION AND PLA TTING ORDINA.NCE OF THE CITY OF ANDOVER, THE CITY COL0iCIL OF THE CITY OF Al'\iDOVER HEREBY ORDAINS: Ordinance No. 10 is hereby amended as follows: Section 9.07.6 Market Value of Lands. "Market VaIue", for the purposes of this Ordinance shall be determined as of the time of the final plat without improvements in accordance with the following: A. The Park and Recreation Commission and o\'mers or developers may recommend to the Citv Council the ~ market value. The Citv Council after reviewing the Park and Recreation Commission's recommendation. mavagree with the owner or the developer as to market value. . \ ..._~ / B. Tlu City COl:meil aftu revie'),.iF!f; the Parle Gfla RccreatieF! Cemrnission's recommendatioR, may a;;ree witR tHe ev;ner er tHe deyeleper as te market value. If a;;reemZRt is net r2acheEl iF! tRis mar.ner, thoaR the market ';3.ll:le sAal! be determined b:. an aecrzdited appraiser ehesen 191' tRe Park and RecreatioR Commission, at the e~:peRsz 0 f the O\,;RZf or de.;eloper. B. The owner or the developer mav select from a list. one of three accredited appraisers that has been approved bv the Citv to establish the market value. The appraisal shall be at the expense of the O\\TIer or the developer. Such aopraisal shall be accepted bv the City Council and the ov.mer or developer as being an accurate aporaisal of"market value". All other sections of this ordinance shall remain as \vritten and adopted by the Andover City Council. Adopted by the City Council of the City of Andover this 4th August. 1998. day of CITY OF ANDOVER '\ './ ATTEST: If I. dt-/L ~~ Victoria Volk, City Clerk CITY OF ANDOVER REQUEST FOR COUNCIL ACTION , '\. -j DATE: February 2. 1999 AGENDA SECTION Non-Discussion/Consent Item ORIGINA TING DEPARTMENT Scott Erickson, ~ [ Engineering ITEM NO. Accept Feasibility Report/Order Plans & Specs/98-28/ Shadowbrook 5th Addition It;. The City Council is requested to approve the resolution accepting feasibility study, waiving public hearing, ordering improvement and directing preparation of plans and specifications for the improvement of Project 98-28 for sanitary sewer, watermain, street and storm sewer in the area of Shadowbrook 5th Addition. ,,,- " I ,_ J It should be noted that a sanitary sewer liftstation is identified to be installed within this phase of the Shadowbrook development. The liftstation will be designed to serve this phase of Shadowbrook and will also be capable of servicing the area north of the development westerly to Prairie Road. The cost of the liftstation will be distributed evenly over the area it services. The cost of the Iiftstation is not included within our trunk sanitary sewer fees and will need to be collected from the benefitting properties. \ , / CITY OF ANDOVER COUNTY OF ANOKA '\ STATE OF MINNESOTA " / RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING FEASIBILITY STUDY, WAIVING PUBLIC HEARING AND DIRECTING PREPARATION OF PLANS AND SPECIFICATIONS FOR THE IMPROVEMENT OF PROJECT NO. 98-28 FOR SANITARY SEWER. WATERMAIN. STREET AND STORM SEWER IN THE FOllOWING AREA SHADOWBROOK 5TH ADDITION. WHEREAS, the City Council did on the 5th day of January, 19 99 , order the preparation of a feasibility study for the improvement; and WHEREAS, such feasibility study was prepared by TKDA and presented to the Council on the 2nd day of February, 19-.illL; and WHEREAS, the property owners have waived the right to a Public Hearing; and . ., WHEREAS, the City Council has reviewed the feasibility study and declares the improvement feasible, for an estimated cost of $ 588.827.00 . NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby receive the feasibility report with an estimated total cost of improvements of $ 588.827.00 waive the Public Hearing. BE IT FURTHER RESOLVED by the City Council to hereby direct the firm of TKDA 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 $ 88.325.00 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 reaular meeting this 2nd day of February ,19-.illL, with '. ) Councilmembers in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER voting ATTEST: J.E. McKelvey - Mayor '\ / Victoria Volk - City Clerk CITY OF ANDOVER REQUEST FOR COUNCIL ACTION . '1 , ' , # DATE: February 2.1999 AGENDA SECTION Non-Discussion/Consent Item ITEM NO. It. Approve Quotes/ShrubsNarious Parks ORIGINATING DEPARTMENT Todd Haas, Engineering~ The City Council is requested to approve the quotes for landscaping shrubs to be used at various parks throughout the City. Attached are the quotes for your review. $990 will be paid from the 1998 Park Capital Improvement Budget. The remaining would be paid from the Public Works Maintenance Fund. . , , '..._/ . , , / * Bare root shrub prices, late fall order * * Cardinal Dogwood 3-4 ft. Cross Nurseries; $5.10 Baileys; $5.05 (2-3 ft.) * Yellow Twig D.W. 3-4 ft. Cross Nurseries; $4.80 Baileys; $4.75 (2-3 ft.) * Burning Bush 30-36 inch Cross Nurseries; $9.05 Baileys; $8.80 * Ginala Maple 2-3 ft. Cross Nurseries; $6.15 Baileys; $6.20 * Sand Cherry 2-3 ft. Cross Nurseries; $6.25 Baileys; $6.35 * Cutleaf Sumac 3-4 ft. Cross Nurseries; $5.15 Baileys; $5.05 * Smooth Sumac 2-3 ft. Cross Nurseries; $3.70 Baileys; $4.30 (3-4 ft.) * Weigela 2-3 ft. Cross Nurseries; Baileys; $5.20 $5.85 (3-4 ft.) " All of these plants will be put at Sunshine, Bunker Hills East, the new River Park and Hidden Creek North. We are in our second year using Cross, and have had very good luck with the stock. /(~ '4", {(~/ ' A..e.......'--..... CITY OF ANDOVER REQUEST FOR COUNCIL ACTION " DATE: February 2.1999 AGENDA SECTION Non-Discussion/Consent Item ITEM NO. Order Plans & Specs/99-3/Crack Sealing ..., , /. ORIGINA TING DEPA~TMENT Scott Erickso~ l Engineering The City Council is requested to approve the resolution ordering the improvement of the 1999 crack sealing, Project No. 99-3, in Zone #5 and a portion of Zone #6. , '\ ......./ '_.J " '..j .. , 'j " / 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 PROJECT NO. 99-3 FOR THE CRACK SEALING IMPROVEMENTS. WHEREAS, the City Council is cognizant of the need for the trail improvements; and NOW, THEREFORE BE IT RESOLVED by the City Council to order the improvement of Crack Sealino Improvements, Project 99-3; and BE IT FURTHER RESOLVED by the City Council to hereby direct the ~ Enoineer to prepare the plans and specifications for such improvement project. MOTION seconded by Councilmember City Council at a reoular meeting this 2nd Councilmembers in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. and adopted by the day of Februarv ,19~, with voting CITY OF ANDOVER ATTEST: J.E. McKelvey - Mayor Victoria Volk - City Clerk CITY OF ANDOVER REQUEST FOR COUNCIL ACTION '. ,_/ DATE: February 2. 1999 AGENDA SECTION Non-Discussion/Consent Item ITEM NO. Order Plans & Specs/99-4/Seal Coating l'X, ORIGINATING DEPARTMENT Scott ~ricks.on,Jl C Englneenngq The City Council is requested to approve the resolution ordering the improvement of the seal coating, Project No. 99-4, in Zone #4. , '. _/ '\ ./ \. ./ 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 PROJECT NO. 99-4 FOR THE SEAL COATING IMPROVEMENTS. and WHEREAS, the City Council is cognizant of the need for the trail improvements; NOW, THEREFORE BE IT RESOLVED by the City Council to order the improvement of Seal Coatinq Improvements, Project 99-4; and , / BE IT FURTHER RESOLVED by the City Council to hereby direct the....Q!y Enqineer to prepare the plans and specifications for such improvement project. MOTION seconded by Councilmember and adopted by the City Council at a reqular meeting this 2nd day of Februarv ,19~, with Councilmembers in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER voting ATTEST: J.E. McKelvey - Mayor Victoria Volk - City Clerk ., '.J \. ) CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE: February 2. 1999 AGENDA SECTION DEPARTMENT ORIGINA TING N ondiscussion ('\., .,..r- Finance ~ Jean D. McGann ITEM NO. /9. Approve Pay Equity Implementation Report REOUEST: The Andover City Council is requested to approve the 1998 Pay Equity Implementation Report. BACKGROUND: '. ./ Minnesota State Statutes 471.991 to 471.999 requires the City to submit a pay equity implementation report to the Minnesota Department of Employee Relations. The City is required to submit this report every 2 years. '\ / A copy of the report is enclosed for your review. Posting date: J 26 anuary , 1999 \ , '- ) I Jurisdiction Name: CITY OF ANDOVEP. I NOTICE 1999 Pay Equity Report This jurisdiction is submitting a pay equity implementation report to the Minnesota Department of Employee Relations as required by the Local Government Pay Equity Act, Minnesota Statutes 471.991 to 471.999. The report must be submitted to the department by January 31,1999. The report is public data under the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. That means that the report is available to anyone requesting this information. . , \ ". j This notice is being sent to all exclusive representatives (if any) in this jurisdiction. In addition, this notice must remain posted in a prominent location for at least 90 days from the date the report was submitted. For more information about this jurisdiction's pay equity program, or to request a copy of the implementation report, please contact: City of Andovp.r 1685 Crosstown Boulevard NW Andover, MN 55304 Jean D. McGann, Finance Director 612-755-5100 (local contact person's name, address, telephone) For more information about the state pay equity law, you may contact: \ \. ) Pay Equity Coordinator. Minnesota Department of Employee Relations Second Floor, Centennial Office Building 658 Cedar Street St. Paul, MN 55155-1603 payequitlgenerall99notice Pay Equity Implementation Report ,d completed report to: Pay Equity Coordinator . Department of Employee Relations '~OO Centennial Building ,--- ~58 Cedar Street St. Paul. MN 55155-1603 (651) 296-2653 (Voice) (651) 297-2003 (TOO) Name of Jurisdiction City of Andover (XJ City D County c .5! .. . u ;;:: E AdT685 Crosstown Blvd NW .. :E o School D Other: Contact Person , t) Health insurance benefits for male and female classes / of comparable value have been evaluated and: ~ There is no difference and female classes are not at a disadvantage. D There is a difference and the maximum salaries reported include the monthly amount paid by the employer for health insurance. :l . , J - = :a .: ' "J - - ) ::I ~ - = l. ~ ~.. II C II "ice C1)cct- - _:~. .~. u j :-~~ Q.A.";E ~~;o .-IC~ ~....:--\~ , ) ii 'i ~ .. .. .. ... 0 > II ... II l. ~ Jean D. McGann o The job evaluation system used measured skill. effort. responsibility and working conditions and the same system was used for all classes of employees. Check the system used: IXl State Job Match o Designed Own (specify) o Consultant's System (specify) o Other (specify) e Information in this report is complete and accurate. o The report includes all classes of employees over which the jurisdiction has final budgetary approval authority. Result from Salary Range Worksheet 98 For Deparrment Use Only Postmark Date of Report Jurisdiction ID Number St~te MN ZiP55304 Andover Phone (612 ) 755-5100 o No salary ranges/performance differences. D Check here if both of the following apply; otherwise. leave blank. a. Jurisdiction does not have a salary range for any jOb class. b. Upon request, jurisdiction will supply documentation showing that inequities between male and female classes are due to performance differences. Note: Do not include any documentation regarding performance with this form. o An official notice has been posted at City Hall (prominent location! informing employees that the Pay Equity Implementation Report has been filed and is available to employees upon request. A copy of the notice has been sent to each exclusive representative. if any. and also to the public library. The report was approved by: Ci ty Counei 1 (goveming body! McKel vev (chIef elected fficial. printJ . Mayor 1-25-99 (title! (date! % is the result of average years to salary range maximum for male classes divided by the average years to salary range maximum for female classes. Results from Exceptional Service Pay Worksheet o 20% or less of male classes receive ESP. 33 % is the result of the percentage of female classes receiving ESP divided by the percentage of male classes receiving ESP. $ 2,050,048.96 is the annual payroll for the calendar year just ended December 31. 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Qj L.. .~ u r. ~. \ 0 . .:.t. .~ U ""'" - 0 c .... .~ c 'c;. .; i~. .... L.. L.. < L.. .r:. c L.. I Qj 0 :> .~ .~ u ... / 0 U Qj Qj u C rtl Qj L.. C'l +-' .~ E -;; E 'C > .... Qj ..... C L.. Qj C C .~ .r:. Qj "'0 " u ~ 0 Lll 0 U I- Qj ::l Qj .~ ..... u c U u < .g 3 ...... .'" N -e'E ... co "'0 .... +-' III C "'0 .~ ::l C '6 .~ '6 \D C '" ~ .~ C rtl .~ .... .... ~ Qj rtl ~ ." -= 'i u ." .... < N C'l > .~ Qj C'l .~ +-' .Q L.. C .. ~ u .:: .~ c .~ ~ L.. C ::l .~ ::l 0 .~ .~ .~ u ,; I u ..... U I- ..... co u c.. U L.o... L.o... U ~ g ;.; - .. 0 ~ E " ~ .;; .~ ~ u u E ~ i- ::! :0 U "'" Q. .,; ...: N ,..; ... ..; .0 u U :> ~ ~ ...: N ,..; ... ..; .0 ,..: .. '" Q; '" Cf CITY OF ANDOVER REQUEST FOR COUNCIL ACTION ----, DATE: February 2, 1999 AGENDA SECTION ORIGINATING DEPARTMENT Non-Discussion City Clerk (J. J. ITEM NO. ';;;0 Approve Expenditure/1998 Contingency Fund When the ballots for the general election were prepared a statement was left off of the ballot regarding the bond issue for parks. The printing company added the statement to the already printed ballots. Anoka County decided that they would pay one-half of the cost and the city would pay one-half. The City Council is requested to approve the expenditure of $1,059.68 from the 1998 contingency fund to pay this invoice. Attached is a copy of the invoice. ) '. , \ . -' ~d ~,,:"U l"AA "CI"...._ .o.ice Re-sa~e ,old: CITY OF ANDOVER To: ATTN: VICKI VOLK 1685 CROSSTOWN BLVD ., ANDOVER MN 55304 JeL .-': 0 Dept. name not found o #: Order #: - HISTOR~CAL INVOICE INQUIRY - Ship: SAME To: Inv.#:J.53766 Cus.#: 737 Inv.. :10/31/98 Ship. :10/31/98 Terms: 75701 Via. . : DELIVER Slsrnn:HARTUNG ty Item Number 1 IMPRINT ON BALLOT ===========~~~=~==~======~=--=====~=======~~=~==~=====~==~=~====~==~~========~~ Item Description CORRECTION 1/2 BILLED TO ANOKA CTY Unit Price u/m disc% Extension 995.00 LT .Ot 995,00 ==========::; SalE's Tax: Freight &: Misc: Invoice Total: 64.68 0.00 1,059.68 ype "RETURN" key to continue .'.'J' .~:.i:6, , :... "- eo "io:r:' MHC Associates 11900 Portland Ave. ~IO P.o. Box 1749 8urnsville. MN 55337 ., . ~:.: 0,,; ,_. CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE: February 2. 1999 AGENDA SECTION ADD-ON ORIGINA TING DEPARTMENT Scott Erickson~ t. Engineering' ITEM NO. Approve Plans & Specs/98-9/Cambridge Estates (Phase I/South Area) The City Council is requested to approve the resolution approving plans and specifications and ordering advertisement for bids for Project 98-9, Cambridge Estates (Phase I/South Area). The City Council ordered the preparation of plans and specifications for this project on October 6, 1998. The developer has submitted his escrows and has signed and submitted the development contract for the project. We will bid this project with Chesterton Commons 2nd Addition which is located directly south of this project. The plans and specifications for Chesterton Commons 2nd Addition were approved by the City Council on January 19, 1999. Both developers are in agreement on bidding the projects together. 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. 98-9 ,FOR CAMBRIDGE ESTATES (PHASE "SOUTH AREA). WHEREAS, pursuant to Resolution No. 193-98 & 025-99 ,adopted by the City Council on the 6th day of October, 1998 and 19th day of Januarv . 19 99, MFRA has prepared final plans and specifications for Project 98-9 for _ Cambridqe Estates (Phase "South Area) . WHEREAS, such final plans and specifications were presented to the City Council for their review on the 2nd day of Februarv ,19.Jlli... 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 hereby direct the City Clerk to seek public bids as required by law, with such bids to be opened at 10:00 AM, Februarv 26, 1999 at the Andover City Hall. MOTION seconded by Councilmember and adopted by the City Council at a reqular meeting this 2nd day of Februarv . 19 99 , with Councilmembers favor of the resolution, and Councilmembers said resolution was declared passed. voting in voting against, whereupon CITY OF ANDOVER ATTEST: J.E. McKelvey - Mayor Victoria Volk - City Clerk CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE: February 2. 1999 AGENDA SECTION Non-Discussion/Consent Item/ADD-ON ITEM NO. 16. Approve Quotes/ShrubsNarious Parks ORIGINATING DEPARTMENT Todd Haas, Engin~ This item is to clarify that City staff is recommending that this item be approved. Attachment to Agenda Item # 9 en ....I X; en z o ::::i co m ~ <( (0 "I" 0; m m -- ...... -- N .!!! Ul ~ III C <( co - en c en II) CIl .... t: E .... 0 CIl M - .... .f! .. .... CIl a... en .c ~ iV E CIl .g 'U u c CIl t: III C q; c - LL. 0 ClUl C<( .c E III C) 0 0 0 0 0 00 0 0 10 10 co co (0 '" 0 0 0 0 0 00 0 0 '<I: I.l':! ...... co 0 "': ni M 0 0 M o:i NO (0 r-- 10 ...... 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SundaJ;, February 7th 1 :00 to 4:00 PM Join Us For: o Entertainment o Raffle Prizes o Refreshments; mini donuts, corndogs, popcorn and apple crisp o Exhibits; Bruce Lee Photography, Anoka County Historical Society, Kay Eikeland Art Gallery, Bake Sale, Quilting, Face Painting and much mon o Farmstead Tours A Senior Living Community 13733 Quay St. Andover, MN Phone: 612-712-7000 .. .FROM ; FAX NO. ; 6127127001 Jul. 16 1998 10;26AM P1 '7 ~5"'- 8- <J :2..3 Fax Cover To: 111/ ~ {;~ ()PF/C'e..s From: Presbyterian Homes Th6 Farmstead at Andover A Senior living Community Re: The Grand Opening Date: February 2, 1999 Notes: We would like to extend a warm invitation to all persons that are interested in joining us in Our Grand Opening. We have been open for almost 5 months now and are filling qUICkly. The Terrace . Independent living is almost 95% fUll and The Commons Assisted Living is almost 50% full. . Please share this invitation and ffyer with all the staff in your offices. Please call us if you have any questions 612.712.7000. Thank You. (OJ..l...-lLc- Nikki Schueller Housing Counselor The Farmstead DATE Februarv 2. 1999 ITEMS GIVEN TO THE CITY COUNCIL . City Council Minutes - January 19, 1999 . Special City Council Minutes - January 19, 1999 . Economic Development Authority Minutes - January 19, 1999 . Letter from Carol Schaubach - January 21, 1999 . Memo from Vicki Volk - January 28, 1999 . Feasibility Report/Cambridge Estates 2nd Addition . Feasibility Report/Shadowbrook 5th Addition . Final PlaUChesterton Commons North . Schedule of Bills ~c.. l'V\"\-~ :l1:J..{'7'7 RECEIVED January 21, 1999 JAN 2 5 1999 Jack McKelvey Mayor City of Andover 1685 Crosstown Boulevard NW Andover MN 55304 CITY OF ANDOVER Dear Mr. McKelvey: I was surprised and dismayed to read the news of the city revoking the arrangement for delivery of the Times. From what I have read in the Times and in the Minneapolis Star Tribune, it is obvious you are attempting to paint an unrealistic picture of this city's character. I am actually now embarrassed to tell people where I live. The action is a smack in the face of Free Press. News is News; ifit is occasionally disturbing and unpleasant, all the more important that we be made aware of it. You and the city council members should be making proactive efforts to promote diversity awareness in this city; not suppress it! I will be anxious to hear what new efforts will be promoted in this city. And I hope the decisions are not being made by the Lions! Sincerely, e~ ~~ti:~ Carol Schaubach 1146 137th Lane NW AndoverMN 55304 ~~: CUYCouncilM~ KOu2v Dc7>U 9aQ.oh ~P>v -:r~ Toiuvw';?><"--- I{~~ (},..-ke _ ft{'~ J<v\J'.j1d - f. i , i j tj ~ i ~ , . . l i - . ~ "i ! ; , I ...c kl. '. ~ '-_:~ ' rY, ,:.0" r.'.'. l j, i- , ~ ! ~ ~ . j I-} , t.--, ~ "':"- ; ..'-.' - . tj ( r-f : I., t ., , , . u.....~........,' i'l "."'1 ~~~~:~~; ~h~ ['}r.C"tl '.. . ..'j fi :,' J ., , .. .1 f ; ::_' ~ ,.J ~;1"~:"~}U ~_...~-== .. ..";t ~.: .':" .;~~ t::=::-~ '~~\;'t'. ,::: ~\'~~ _ :;~ '[~~;~~~l .. .,. ~.'.I -'.;;~~t' :~~.~~~;~~~: ~ '2j?";.:'1 ~",""),.,,,,;",'.".".."..."..' ", ',-: - ~-' .-.-'.-,, :.:..... .. . -~. -, : < FlASIBIII" REPORT for CambridglJ EstatlJs SlJcond Addition City Project No. 98-33 Utilityand Streetlmprovements I':'Y';'~ ~..:;.i4., . --.~ :.-- --- -;0..:<.----.,;.,:....; Sct~.~..i};.~.,;~.... .'. , _,.7._~~. - -: _~:'\-~~( r.,..:7<.;.-{,'2""..::"i~:'~ l2.:E:..'" ',' ..........,...~..,..,.. ,.-;;.----; '-..' ':;;,~^:-:.: :. >:<', ......\>.H' U [< ~..........,..., ..'..... Ci>...... ~.<'~ ".........-_.. .' ~-.... ," . ',:h.T '-" '- ._~.~-, L,' __' . . ..:~.,~~?i:g~, ~'- 0;' :. '._.__ -, .......'.' ......... .-:-......-. ,.,." . ':;f::;;;.~,YfJJ '-'.S'- ",- '. 01" OF AIDOI/ER Mayo/': Jack McKclvcy CouncIl Mcmbcrs: JullcJohnson MlkcKnlghl DonJacobson Kcn omcl Clcrk: VIcki Volk January1999 \i.,~ \,!M~ImA ~ McCombs Frank Roos 'V . Associates. Inc. ":> :7i=:~t~'C~ -:~;~~~7'--:" ~-~~.~-::;~ .'~ -:~-~ -~:. - -:: -"- .- ...---~l n u Engineering · Planning . Surveying .., -- _\ ~J~~1ffi ~ McCombs Frank RODS '+' Associates. Inc. :... r-l u .., :.J January 29, 1999 n u ., Honorable Mayor and City Council City of Andover c/o Mr. Scott Erickson, P .E., City Engineer 1685 Crosstown Boulevard Northwest Andover, Minnesota 55304 .., w u u SUBJECT: City of Andover Cambridge Estates Second Addition, City Project No. 98-33 Utility and Street Improvements MFRA #12312 .., ., u Dear Mayor and Council Members: ..., Enclosed is the feasibility report for the utility and street improvements in Cambridge Estates Second Addition. This report was ordered by the City Council on December 15, 1998. u ., The estimated cost for this project as detailed in the report is $202,500.00. The project is feasible from a technical and engineering standpoint. u r, ~ We appreciate the opportunity to serve you on this project and are available to meet with the City Council, staff, and other interested parties to review any aspect of this report. ,...., u Very truly yours, r, McCOMBS FRANK ROOS ASSOCIATES, INC. LI 1< /it tjlq."L R. Jeff Elliott, P.E. ,..., u .., u RJE:aam Enclosures e:\main:\l2312\feasibilityl-99 ,.., u r, u 15050 23rd Avenue North ' Plymouth, Minnesota . 55447 phone 612/476.6010 ' fax 612/476-8532 e-mail: mfra@mfra.com .., u ~ u ..., u r"l ...J ...., u ..., FEASIBILITY REPORT u FOR ...., u CAMBRIDGE ESTATES SECOND ADDITION n u CITY PROJECT NO. 98-33 ...., '-1 ..., UTILITY AND STREET IMPROVEMENTS u CITY OF ANDOVER, MINNESOTA .., u ..., u ..., PREPARED BY: oJ ..., McCombs Frank Roos Associates, Inc. 15050-23rd Avenue North Plymouth, Minnesota 55447 (612) 476-6010 u ~, u January 1999 ..., u .., L1 I hereby certify that this report was prepared by me or under my direct supervision and that I am a duIy Registered Professional Engineer under the laws of the State of Minnesota. n u 01/29/99..........'R..J~fi.Eiii~~:.P:E....'8oll...tR!.~.~~............................................Minn. Reg. No.1 91 74 ,..., u '" u n w n u n w ....... LJ n w ,...., w n Li n u n u ...., L.J n -.j ,...., L.J ...., u n LJ n LJ ~ L.J ,., w ,...., u n L.l TABLE OF CONTENTS TABLE OF CONTENTS ...... ... ...... '" .......... ............ ........... ... ... ........ ... ...... ...... .......... ... .... ............................................ 1 INTRODUCTION ...... ........... ...... '" ... ..... .... ............. ..... .............. .., ............ ...... ....... ... ... ... ..... ............... ......................... 1 LOCATION (NORTHWEST 1/4 OF SECTION 23, T32N, R24W) .......................................................................... 2 (SOUTHWEST 1/4 OF SECTION 14, T32N, R24W) IMPROVEMENTS ... .... ... ........ ........ ........... .............. ...................... ... .......... ........... ... .................................................. 3 1. SANITARY SEWER...... ... ... ...... ...... ... ... ......... ... ... ... ... ... ... ............ ............ .., ...... ...... ...... ......... .....3 2. WATERMAIN...... ... .,. ... ... ... ... ... ...... ... ............... ...... ...... ......... ... ......... ... ...... ............... ......... ......4 3. STORM SEWER... ... ...... ......... ... ...... ... ............ ... ... ...... ......... ... ... ... ... ...... ... ...... ...... ......... ........... 5 4. STREETS, AND RESTORATION...... ... ... ...... ............ ... ... ... ... ............ ... ... ......... ...... ............ ...............6 INITIATION (PETITION/ANDOVER CITY COUNCIL ACTION) ............................................................................... 7 FEASIBILITY (THE PROJECT IS FEASiBLE).......................................................................................................... 7 RIGHT-OF-WAY/EASEMENTS (TO BE PLATTED AND DEDICATED OUTSIDE OF PLAT, AS NECESSARY)... 7 PERMITS (MPCA, MCES, DEPARTMENT OF HEALTH, DNR, CORPS OF ENGINEERS, COON CREEK WATERSHED DiSTRiCT).............................................................................................7 COMPLETION (JULY 30, 1999) ...............................................................................................................................8 ESTIMATED PROJECT COST ($202,500.00) .............. ............................ ...... ......................................................... 9 ESTIMATED ASSESSABLE COST (UNIT BASIS) ................................................................................................11 RATE CALCULATION ......... ...... ........ ... ...................................................................... ............................................ 12 ESTIMATED COST PER LOT ($12, 157.30)............................................................................................................13 PROPOSED PROJECT SCHEDULE (1999 CONSTRUCTION SEASON )............................................................14 PRELIMINARY COST ESTIMATE (SANITARY SEWER, WATERMAIN, STORM SEWER, AND STREET RESTORATION) 15 n :....J n u CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS n u .., INTRODUCTION LJ .., The purpose of this feasibility report is to present the City of Andover with a preliminary examination of municipal improvements for Cambridge Estates Second Addition. The report discusses the proposed scope of utility and street improvements, preliminary cost estimates, assessment rates, and a project schedule. The report was initiated by the Andover City Council on December 15, 1998 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 current Engineering News Record Construction Cost Index of 5,990.77. u ,..., u ,.., u n 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 with utilities. The dates shown on the Proposed Project Schedule on page 14 are contingent on the acquisition ofthese mentioned utility easements. u n LJ n u ..... LJ n u ,., LJ n L.J n u ..., u ..... u n LJ ,.., L.J CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page 2 .., u n u LOCATION .., u The proposed project covers utility and street improvements in the proposed Cambridge Estates Second Addition development located in the southwest 1/4 of Section 14 and northwest 1/4 of Section 23, T32N, R24W, in the City of Andover, Minnesota. Cambridge Estates Second Addition Plat is bordered primarily by Hanson Boulevard NW on the west; Chesterton Commons Third Addition on the east; and Cambridge Estates Phase One/South Area on the south and Chesterton Commons North Addition on the north. Cambridge Estates Second Addition and Phase Two/North Area are divided by County Ditch No. 37. n u .., u n u ,., u A preliminary plat containing 77 single family lots has been approved with contingencies for Cambridge n 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 and is not discussed as part of this report. .., This report discusses Second Addition which contains 23 lots. Three lots located within Cambridge U Estates Second Addition are served by and are included as part of the Chesterton Commons North n Addition project. Therefore, the total number of lots served by Cambridge Estates Second Addition is 20 LJ lots. ..., U n u ,..., u n u .., u n u n u n u n L.J CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page 3 .., u n u IMPROVEMENTS n u 1. Sanitary Sewer n 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 property line between Cambridge Estates and Chesterton Commons Third Addition at 156th Lane NW. In addition, this project will be served by the lift station to be located in Chesterton Commons Third Addition. .., u n u ,..., LJ u It is proposed to extend 8-inch diameter PVC lateral sanitary sewer within the 1 56th Lane NW and Drake Street NW right-of-way as shown on the sanitary sewer exhibit. (Refer to Exhibit 1.) n ..... 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. n u n u n u ,..., u n u .., u .., u n u .., L-I ,..., u ,..., u CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page 4 The sanitary sewer addressed under this project is proposed to be paid as follows: ,.., u n LJ n u .., L.J .., u ,..., LJ n u .., LJ n u ,.., u n u ,..., LJ n u .., u n u n u n u A. Three lots within the proposed Cambridge Estates development abut and will be served by Chesterton Commons North Addition. Cambridge Estates will pay for their sanitary sewer within Chesterton Commons North Addition. B. The City will pay for additional depth due to trunk sewer main within the Cambridge Estates development. C. The cost of the 8-inch and smaller sanitary sewer shall be paid by Cambridge Estates. D. The cost of their share of the lift station shall be paid by Cambridge Estates. 2. Watermain Water service will be primarily extended from a proposed 8-inch diameter DIP trunk watermain to be stubbed at the Cambridge Estates and Chesterton Commons Third Addition boundary, at 156th Lane NW. The 8-inch diameter DIP trunk watermain will be extended about 700 feet northwest along the west side of the 1 56th Lane NW and Drake Street NW right-of-way where it will be stubbed for future connection. All watermain on the project will be equipped with the necessary valves and hydrants necessary for proper operiltion and fire protection. The watermain will be looped to Chesterton Commons North Addition. All lots will be served by one inch copper services, with curb stops located at the right- of-way line. The watermain addressed under this project is proposed to be paid as follows: n u ,.., LJ CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page 5 ,..., u n LJ ,.., u n u n u ,..., u n u .., LJ n u n L.J n u ,..., u n u .., u ,..., u ,..., u n u A. Three lots within the proposed Cambridge Estates development abut and will be served by Chesterton Commons North Addition. Cambridge Estates will pay for their watermain and services within Chesterton Commons North Addition. B. The cost of the 8-inch and smaller watermain shall be paid by Cambridge Estates. 3. Storm Sewer Surface water within this plat will be controlled with storm sewers and on-site ponding. All storm sewer sizing and catch basin spacing is based on a lO-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 ofthe storm sewer collection system. 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 Ditch No. 37. The proposed system is shown on the storm sewer exhibit (refer to Exhibit 3). All construction adjacent to wetlands will be approved or reviewed by the Corps of 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. n u ,..., LJ CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page 6 n u n LJ ,.., u .., u .., u .., u n u .., u ..., L.J r-, LJ ..., u ,..., u ,..., u ,..., u r-, u .., u ,.., u 4. Streets and Restoration 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 gutter. The streets will be constructed with 2-1/2 inches of 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 within 0.2 feet of the designed subgrade elevation prior to utility and street construction. The road shall have a 6-inch crown with 0.5% minimum grade and 7% maximum grade. Boulevards are 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 shall be 4: 1. n u CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page 7 n L.J ...., u INITIATION n u The project was initiated by the petition of Cambridge Capitol, Inc. the owner and developer of Cambridge Estates; and Andover City Council action. ,..., u ,..., u FEASIBILITY n .., The project is feasible from a technical standpoint and meets all local, regional and state standards for municipal improvements. u u n RIGHT-OF-WAY/EASEMENTS u ,.., All right-of-way and easements are proposed to be dedicated as part of the platting process. Additional utility and drainage easements will be required based upon final design, including areas located outside of and adjacent to this plat. u .., u ,..., U PERMITS n u Permits will be required from the Minnesota Pollution Control Agency (MPCA) and the Metropolitan Council Environmental Services (MCES) for sanitary sewer extensions; from the Minnesota Department of Health for watermain extensions; and from the Coon Creek Watershed District, Department of Natural Resources and/or Corps of Engineers for drainage improvements and work within watershed control of wetland protection areas. n u n u n u ..... u ,.., u r-, u ,., u ,..., u ,., u ,.., u ,.., u ,..., u ,..., u n u n u ,., u ,., u " u ,., L.J ,.., u ..., u n u ,..., u n u r-, u CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page 8 COMPLETION This project is proposed to be completed during the 1999 construction season. ,.., u ,..., LJ ,..., u ,.., u ,..., u n u ,..., u f\ u r-, u .., u n u n u n u ,..., u n u ,...., u ,..., LJ r-, u r-, u CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page 9 ESTIMATED PROJECT COST 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 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 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. The estimated costs for Cambridge Estates Second Addition, City Project No. 98-33 are as follows: Construction Costs Second Addition Total Sanitary Sewer $ 47,000.00 Watermain $ 38,000.00 Storm Sewer $ 20,000.00 Streets and Restoration $ 45.000.00 TOTAL ESTIMATED CONSTRUCTION COST $150,000.00 Overhead Costs Engineering $ 23,000.00 Aerial Mapping (1 % of street) $ 450.00 Drainage Plan (0.3% of street/storm) $ 195.00 Administration (3%) $ 4,500.00 Assessing (1 %) $ 1,500.00 Bonding (0.5%) $ 750.00 City Expenses - Public Works/Engineering/Construction Inspection $ 11,605.00 Testing $ 2,000.00 Construction Interest $ 4,500.00 Signs $ 3,500.00 Other $ 500.00 TOTAL PROJECT COST $202,500.00 " u CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page 10 ,.., u n LJ Total City Share Sanitary Sewer $ 6,000.00 Watermain $ 0.00 Storm Sewer $ 0.00 Streets and Restoration $ 0.00 TOTAL ESTIMATED CITY SHARE $ 6,000.00 Overhead Costs (35%) $ 2.100.00 CITY SHARE TOTAL $ 8,100.00 n u n u ,.., u r"\ u " u n u n LJ r"\ L.J r-. u n u ,.., u ,-, u n LJ ...... LJ n u n u n u n u n u ,..., LJ n u n u n LJ 'I U n LJ n LJ ,.., u n u n LJ n u n u n u ,..." u n u n LJ CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page II ESTIMATED ASSESSABLE COST 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 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. Trunk Sanitary Sewer Connection Charge Trunk Watermain Connection Charge Trunk Sanitary Sewer Area Charge Trunk Watermain Area Charge Sanitary Sewer Lift Station Charge $306.00/unit $1,325.00/unit $1,126.00/acre $1,195.00/acre $llO.OO/unit n u n u CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page 12 l'\ U RATE CALCULATION ,.., u r-" u ,..., u '"' u l'\ LJ n u n LJ n u ,.., L.J ,.., L..J .., u ,.., u n u ,.., u ,.., LJ n u 1. Sanitary Sewer Lateral Rate Lateral Benefit = ($47,000.00-6,000.00) x 1.35 Lateral Sanitary Sewer Rate = $55,350.00/20 lots Watermain Lateral Rate $ 55,350.00 $ 2,767.50/unit $ 51,300.00 $ 2,565.00/unit $ 27,000.00 $ 1,350.00/unit $ 60,750.00 $ 3,037.50/unit 2. 3. Lateral Benefit = $38,000.00 x 1.35 Lateral Watermain Rate = $51,300.00/20 lots Storm Sewer Rate 4. Benefit = $27,000.00 x 1.35 Storm Sewer Rate = $27,000.00/20lots Street and Restoration Rate 5. Benefit = $45,000.00 x 1.35 Street & Restoration Rate = $60,750.00/20 lots Trunk Sanitary Sewer Area Rate Lateral Trunk Sanitary Sewer Area Rate = $1,126.00/acre x 6 acres/20l0ts = Trunk Watermain Area Rate Lateral Trunk Watermain Area Rate = $1,195.00/acre x 6 acres/20 lots = 358.50/unit $ 337.80/unit 6. $ 7. Sanitary Sewer Lift Station Charge $ 110.00/unit n u n u CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page 13 n U ESTIMATED COST PER LOT n u n u ,., u n LJ ...., u ,.., u ,., LJ n LJ n u ,.., u ,., u ,.., u .., u ,.., u r-, u n u 1. 2. 3. 4. Sanitary Sewer Lateral Watermain Lateral Storm Sewer Street and Restoration 5. 6. Subtotal - Lateral Charges per Lot Sanitary Trunk Connection Charge Watermain Trunk Connection Charge Subtotal - Connection Charges per Lot Trunk Sanitary Sewer Area Rate Trunk Watermain Area Rate 7. Subtotal- Area Rate Charges per Lot Sanitary Sewer Lift Station Charge Subtotal - Lift Station Charges per Lot Estimated Total of Trunk Area Lateral Assessments $ 2,767.50 $ 2,565.00 $ 1,350.00 $ 3.037.50 $ 9,720.00 $ 306.00 $ 1.325.00 $ 1,631.00 $ 337.80 $ 358.50 $ 696.30 $ 110.00 $ 110.00 $12,157.30 " ~ CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page 14 ,., LJ " u PRELIMINARY PROJECT SCHEDULE LJ UTILITY AND STREET IMPROVEMENTS CITY PROJECT NO. 98-33 CITY OF ANDOVER ,..., n u ,..., 1. City Council Receives Revised Feasibility Report February 2, 1999 2. City Council Waives Public Hearing February 2, 1999 3. City Council Orders Project and Authorizes Engineer to Prepare Plans and Specifications February 2, 1999 4. Engineer Submits Plans for City Council Approval and Receives Authorization to Advertise for Bids March 2, 1999 5. Advertise in City Official Newspaper and Construction Bulletin March 5,12,19,1999 6. Open Bids March 26, 1999 7. City Council Receives Bids and Awards Contract April 6, 1999 8. Contractor Begins Construction April 19, 1999 9. Contractor Completes Construction July 30, 1999 u n u ,., u ., u n u rt U ,..., NOTE: Project schedule is based on receiving necessary right-of-way, easements and favorable approval of trunk water and sewer extensions. LJ ,.., w ,., LJ ,., u r-, LJ ,.., u ,..., L.i ,.., u ,.., u CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page IS ,.., LJ r, L.J ,.., PRELIMINARY COST ESTIMATE UTILITY AND STREET IMPROVEMENTS CITYPROJECT NO. 98-33 .CITY'OF.ANDOVER u ,.., u ,..., SANITARY SEWER u ITEM NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT '\ LJ 1. Mobilization 1 LS 7,000.00 $ 7,000.00 2. 8" PVC SDR 35 SS 12'-14' 310 LF 19.00 $ 5,890.00 3. 8" PVC SDR 26 SS 14'-16' 515 LF 21.00 $ 10,815.00 4. 8"PVC SDR26 SS 16'.18' 155 LF 23.00 $ 3,565.00 5. Standard 4' Diameter manhole 0-10' 3EA 1,350.00 $ 4,050.00 6. Extra Depth Manhole 16FT 80.00 $ 1,280.00 7. 8" x 4" SDR 26 Wye 20EA 50.00 $ 1,000.00 8. 4" Vertical Cleanout 20EA 40.00 $ 800.00 9. 8" Vertical Cleanout 1 EA 60.00 $ 60.00 10. 4" PVC SDR 26 Service Pipe < 14' 490 LF 8.00 $ 3,920.00 11. 4" PVC SDR 26 Service Pipe> 14' 210 LF 11.00 $ 2,310.00 12. Granular Foundation Material 250 TN 10.00 $ 2,500.00 13. Televise Sanitary Sewer Lines 980 LF 0.50 $ 490.00 I. EstiDlatedConstructionCost ...;.Sanitary Sewer ............ .' ,.....x...>., ... $43,680.00. .... . ........ . Contingencies (:t8%).... .., ...i .'. ....... ......... .'. ........ ........... i.. ......... .... .'2,2'" ....... .<;.'. $\3,320.00 '. Total Esfunated Construction Cost- Sanitary Sewer ....... ." "'X ........i $47,000.00' . ,.., u " u n u n u ,.., LJ " LJ CITY SHARE FOR ADDITIONAL DEPTH: n Sanitary Sewer Additional Depth, based on difference in unit prices. u ..., A. 8" PVC Sanitary Sewer Pipe> 14' 670 LF 4.00 $ 2,680.00 B. Extra Depth Manhole 15 FT 80.00 $ 1,200.00 C. 4" PVC Service Pipe> 14' in lieu of < 14' 210 LF 3.00 $ 630.00 D. Granular Foundation Material 125 TN 10.00 $ 1,250.00 CITY SHARE - Sanitary Sewer $ 5,760.00 CONTINGENCIES (:t 8%) $ 240.00 TOTAL CITY SHARE COST - Sanitary Sewer $ 6,000.00 u ,.., u ,.., LJ ,..., u ., U ,..., :....J CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page 16 r-, u n u PRELIMINARY COST ESTIMATE. u UTILITY AND STREET I.MPROVEMENTS CITY PROJECT NO. 98-33 CITY OF ANDOVER ,.., ,.., u WATERMAIN ,.., u ITEM NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT ,.., u 1. 6" DIP Class 50 Watermain 60LF 14.00 $ 840.00 2. 8" DIP Class 50 Watermain 1,200 LF 15.00 $ 18,000.00 3. 6" MJ Resilient Seat Gate Valve 3 EA 400.00 $ 1,200.00 4. 8" MJ Resilient Seat Gate Valve 3EA 550.00 $ 1,650.00 5. 6" MJ Hub Hydrant (9' -0") 3 EA 1,350.00 $ 4,050.00 6. MJ DIP Fittings 1,130 LB 1.50 $ 1,695.00 7. 1" Type K Copper Tap Service Pipe 700 LF 8.00 $ 5,600.00 8. Water Service Groups 20EA 100.00 $ 2,000.00 1 Estimated Construction Cost -Watermain .. .... I <$35,035.00 .'. Contingencies (;t8%) . ........ '.' '. .. .. '. . '.. . I' $ 2;965.00 .. ." . . Total Estimated Construction Cost - Watermain . '. '.. $ . 38,000.00 I. ". .. ..." u n u n u n L.J ,..., u ,.., u ,.., LJ ,.., u ,.., u ,.., u ,., U ..., u ,.., ;.j CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page 17 .., LJ n LJ PRELIMINARY COST ESTIMATE ,..., UTILITY AND STREET IMPROVEMENTS CITY PROJECT NO. 98-33 CITY OF ANDOVER LJ n u STORM SEWER r, u ITEM NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT n U 1. 15" RCP Class 5 Storm Sewer 340 LF 20.00 $ 6,800.00 2. 15" RC Flared End Section w/TG 7EA 600.00 $ 4,200.00 3. 4' Diameter, Cone Type Catch Basin 1 EA 1,000.00 $ 1,000.00 4. 4' Diameter, Catch Basin Manhole 1 EA 1,100.00 $ 1,100.00 5. 4' Diameter, Skimmer Manhole 2EA 1,500.00 $ 3,000.00 6. Erosion Control at Catch Basin 2EA 50.00 $ 100.00 7. Silt Fence 350 LF 2.00 $ 700.00 8. Hand Placed Rip Rap 35CY 50.00 $ 1,750.00 . Estimated Construction Cost- Storm Sewer.. .. ... . .. $ .18,650.00 Contingencies (:t8%) .. ... . ... $ .1,350.00 ... .. .. . . .... .. .. .. Total Estimated Construction Cost - Storm Sewer . ... . .... $ .20,000.00 '1 u n u n u .., u ,..., LJ .., L.J n LJ ,.., L.J n u ., u ,.., U n tJ n LJ CAMBRIDGE ESTATES SECOND ADDITION CITY PROJECT NO. 98-33 UTILITY AND STREET IMPROVEMENTS Page 18 ,.., u n u ,.., PRELIMINARY COST ESTIMATE ,.., u UTILITY AND STREET IMPROVEMENTS CITY PROJECT NO. 98-33 CITY OF ANDOVER u n STREET AND RESTORATION CONSTRUCTION u n U ITEM NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT ,.., 1. Surmountable Curb and Gutter 1,940 LF 6.00 $ 11,640.00 2. B618 Curb and Gutter 40LF 8.00 $ 320.00 3. Class 5 Aggregate Base 1,000 TN 7.00 $ 7,000.00 4. Bituminous Mix 2331 Type 41 500 TN 29.00 $ 14,500.00 5. Seeding (Mix No. 900) and Mulch 1 AC 1,000.00 $ 1,000.00 6. Seal Coating 3,900 SY 1.00 $ 3,900.00 7. Topsoil 100 CY 10.00 $ 1,000.00 8. Wood Fiber Blanket 1,000 SY 2.00 $ 2,000.00 . Estimated Construction Cost - Street Construction ... .... ... . ... . .$. 41,360.00 . ..... .. . 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Iii bl ,0 III - - - - - - - - .. - - - .. - - - - - - '"1 .J ~ LJ n L..J SUPPLEMENTAL r'1 FEASIBiliTY REPORT Ll '1 L.J ,., I LJ SHADOWBROOK 5th ADDITION CITY PROJECT 98-28 UTILITY AND STREET IMPROVEMENTS r-, L.J ~ J r-, u ANDOVER, MINNESOTA ~ ....J r'1 L..J ,., L..J ~ , LJ r-'( I U January 28,1999 ,.., L..J Comm. No. 11689 ,.., UTKDA TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INCORPORATED ,.., ,.., L..J 1500 PIPER JAFFRAY PLAZA 444 CEDAR STREET SAINT PAUL. MINNESOTA 55101-2140 PHONE:6121292-4400 FAX:6121292-00B3 LJ ENGINEERS. ARCHITECTS. PLANNERS r"1 J ..., .....J ,..., L.J TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INCORPORATED ENGINEERS-ARCHITECTS-PLANNERS ST. PAUL, MINNESOTA n January 28, 1999 L1 ,.., LJ '-..l SUPPLEMENTAL FEASIBILITY REPORT FOR n .., SHADOWBROOK 5th ADDITION LJ n CITY PROJECT 98-28 u .., UTILITY AND STREET IMPROVEMENTS .....J LJ ANDOVER, MINNESOTA COMMISSION NO. 11689 n '1 LJ n L.J ..., 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. ..., LJ ,.., ~~ Thomas Prew, P.E. Registration No. 19612 LJ .., LJ ..., LJ .-; U n u ..., U ,.., ...j SHADOWBROOK 5th ADDITION ,.., L.J CITY PROJECT 98-28 .., UTILITY AND STREET IMPROVEMENTS u ,.., Introduction L.J This Feasibility Report includes construction costs and expenses for the Shadowbrook 5th Addition Plat. The Shadowbrook 5th Addition Plat consists of 40 town homes, and 3 single-family home lots. The City may acquire one single-family lot for a future well site. This Feasibility Report supplements the original Shadowbrook Feasibility Report that was written June 18, 1996. ,..., u n u n The road within Shadowbrook 5th will be private, the city owned utilities will be located in utility easements. These 50-foot wide utility easements will follow the street centerline. . ~ Location .., u The proposed project covers utility and street improvements in the proposed Shadowbrook 5th Addition development, located in the North 1/2 Section 36-32-24, in ,~ the City of Andover, Minnesota. L.J Shadowbrook 3rd Addition on the south and Coon Creek on the north border the .., Shadowbrook 5th Addition Plat. u Improvements n u 1. Sanitary Sewer and Lift Station A lift station is necessary to serve this plat and a proposed Shadowbrook 6th Addition. As shown in Figure 1, the lift station will discharge into the existing twelve-inch sewer in Shadowbrook 3rd Addition on 14151 Lane. A twelve-inch sanitary sewer will be extended northerly from the lift station to Coon Creek. This trunk line will serve property north of Coon Creek. Eight-inch sanitary sewer will serve the remainder of the plat. Four-inch services will be extended to each property. n u .., LJ n -J .., Initially the lift station will serve 40 homes in this plat. The future service area would include the proposed Shadowbrook 6th Addition, and property east of Prairie Road, between Coon Creek, and Andover Boulevard. This is shown in the City's latest Comprehensive Sewer Plan. The City could further serve property within its ultimate sewer service area with this lift station. Because the City needs to provide service to a larger area with this facility, the City will be over sizing the lift station to meet its future needs. u .., u ,..., u u The areas where over sizing is recommended is in the forcemain diameter, the wet well volume, and the station depth. Because the required four-inch forcemain is too small to serve the larger area, a six-inch is recommended. To ,..., ,.., u 1 11689 n . ...... r-, u " u .., u ,.., LJ " L.J ,.., u ..., LJ n u ..., LJ ,...., LJ ..., LJ ..., LJ r, LJ ..., LJ ..., LJ ..., u --, u ,., u maintain cleaning velocities in this six-inch pipe, a minimum of 180 gallons per minute needs to be discharged by the pump. It is recommended that sizing be provided for property immediately north of Coon Creek at this time. A 3 HP pump can handle 365 connections. If the service area would be expanded over 365 connections, then a larger pump (up to 10 HP) will be required. The depth of the station for the recommended design is set by the minimum depth to pass under Coon Creek. Three-phase electric service will be necessary to operate the three and future ten horsepower pumps. Soil borings at the lift station site are necessary. Item Shadowbrook Ultimate Service Recommended S'" on Iv DesiQn Area DesiQn DesiQn Connections 40 1000 325 Peak Flow Rate (GPM) 25 550 180 Forcemain 4" 6" 6" Static Head (ft) 14 25 25 Dvnamic Head (ftT 4 15 3 Total Head (ft) 18 40 27 Pump Size (HP) 2 10 3 Wet Well Volume(Gal.) 100 550 550 Required Depth 865.0 854.0 854.0 2. Watermain Connecting to existing watennain stubs in the Shadowbrook 3rd Addition will provide water service for this plat. A twelve-inch watennain will be extended north of this plat to service property north of Coon Creek. The remainder of the watennain will be eight-inch diameter. One-inch water services will be extended to each property. Service connections, inside of manholes, for boulevard irrigation will also be built. 3. Storm Sewer Surface water runoff within this plat will be controlled with stonn sewers and on- site ponding. All stonn sewer sizing and catch basin spacing is based on a 10- year design stonn frequency. Ponding is based on a 1 OO-year design stonn frequency. Emergency overflow outlets must be provided at all low areas to provide overflow protection of homes from stonns more intense than that used for design of the stonn sewer collection system. 2 11689 " u ..., u n u ., u ...., L) ,..., U ,..., u ..., U ,..., LJ n u ,..., u n u ..., LJ n u Catch basins will be used to collect surface water within the streets. The trunk portions of the storm sewer and ponding areas are already in place from previous work. Permits related to site grading are the responsibility of the developer. 4. Streets Streets within the plat will be private, and will be built to a width of 23-feet. Two and one half inches of bituminous wearing course will be placed over 4 inches of class 5-gravel base. The Developer will grade the streets to within 0.2 feet of the subgrade elevation. 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 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 shall be 4:1. Project Initiation The project was initiated by petition of Bunker L.L.C., the owner and developer of the project, and Andover City Council action. Feasibility The project is feasible. Right-of-way/Easements A utility easement will be needed within the plat, north of the road up to Coon Creek for sanitary sewer and watermain extensions. An access road will be needed on this easement. ...., Permits LJ ..., u ,..., L.J ..., u ....... u The following permits are required: 1. Minnesota Pollution Control Agency (MPCA) and the Metropolitan Council Environmental Services (MCES) for sanitary sewer extensions. 2. The Minnesota Department of Health for watermain extensions. 3. The Coon Creek Watershed District for grading and erosion control. 3 11689 ~ u n Completion u n All utilities and street construction shall be completed by July 1999. u ..., Estimated Project Cost and Assessments u u Included in the appendix is a detailed estimate of construction costs for the street and utility improvements. The costs quoted herein are estimates only and not guaranteed prices. Final contracts will be awarded on a unit price basis. The contractor will be paid only for work completed. The costs are estimated based on current construction costs. No costs are included for easement or property acquisition. ..., n u The lift station will be assessed on a unit basis. The Developer will pay for the 40 units connected to the lift station, while the City will finance 160 units, for a total of 200 units. ,.., u n LJ Item Estimated Cost Sanitary Sewer $118,525 Watermain $79,420 Storm Sewer $23,529 Streets $69,047 Lift Station and Forcemain $89.705 Estimated Construction Cost $380,226 LJ ....., ,.., u ,.., LJ n u ...., u ...., u ,.., u n w ..., u n u n 4 11689 u ....., w ,..., u PRELIMINARY ANDOVER SPECIAL ASSESSMENTS PROJECT NAME Shadowbrook 5th Addition PROJECT NO.: ,.., u FEASIBILITY STUDY: Date February 2, 1999 Amount $ ,.., CONTRACT AWARD: Date Amount $ u ...., FINAL CONTRACT COST Amount $ u ~ ESTIMATED EXPENSES u $40,000.00 650.00 265.00 10,200.00 3,400.00 1,700.00 1,000.00 350.00 20,000.00 3,500.00 2,000.00 12,000.00 $95,065.00 Engineering- Consulting: Aerial Mapping (1 % of street) Drainage Plan (0.3% of street/storm) Administration (3%) Assessing (1%) Invoice Bonding (0.5%) Legal & Easement Advertising City Costs - Inspection Street Signs Testing Construction Interest ( 6.0%) Estimated Expenses M u ..., w ,.., u ..., LJ ,..., LJ 98-28 $380.226.00 L.J EST. EXPENSES (% Of Estimated Construction Cost = 25.0%)+ $ n ..., ESTIMATED CONDEMNATION COSTS LJ ESTIMATED PROJECT COST ,., u Trunk Source and Storaae: ,.., $56,975.00 $22,347.00 $0.00 $13,158.00 $21,056.00 $0.00 $0.00 Watermain: Connection Charge Area Charge Lateral Charge Connection Charge Area Charge Lateral Charge Area Charge LJ n u San. Sewer: ,.., L.l Storm Sewer: ,.., TOTAL TRUNK SOURCE AND STORAGE u ,..., 5 u 95.065.00 + $ N/A = $ 475.291.00 ( 43) Units (18.7) AC ( 0 ) LF ( 43 ) Units ( 18.7) AC ( 0 ) LF ( 0) AC (@ $ 1,325.00} (@ $1.195.00} (-) (@ $ 306.00} (@ $ 1, 126.00} (-) (@ $ 0.00) +$ 113.536.00 11689 ...... LJ n TOTAL PROJECT COST +$ 588.827.00 u OTHER COSTS ,.., LJ ESTIMATED AMOUNT TO BE ASSESSED +$ 5.340.00 -$ 90.827.00 -$ 26.535.00 -$ 13.572.00 $ 463.233.00 LJ Seal Coat: 5.340 SY @ $1.00 n City Cost: Lift Station 160/200=(80%) u u City Cost: Trunk Sewer (810 LF@$27) City Cost: Trunk Water (1150 LF@$10) ,., ,., ,.., u Estimated Assessment Per Lot: ...., $ 463.233 43 Lots = $10,773/Lot u ,..., u Lateral Benefits: ...., 1 Sanitary Sewer LJ ,., Estimated Construction Cost Expenses (25.0 %) $ 96,655.00 $ 24.164.00 $121,785.00 LJ .., Assessable Sanitary Sewer Cost: $120.819.00 - $2,180/Lot 43 Lots u ..., LJ 2. Watermain n u Final Construction Cost Expenses (25.0 %) $67,920.00 $16.980.00 $84,900.00 ,.., u Assessable Watermain Cost n LJ $84.900.00 = $1974 /Lot 43 Lots n u n u ,., 6 11689 LJ ,..., LJ n 3. Storm Sewer u Final Construction Cost $ 23,529.00 n Expenses (25.0 %) $ 5,882.00 u $ 29,411.00 Assessable Storm Sewer Cost: ,.., u $29.411.00= $684 flot .., 43 lots L.J 4. Streets n L.J Final Construction Cost $ 69,047.00 Expenses (25.0 %) $ 17,262.00 n $86,309.00 u Assessable Street Cost ., LJ $86.309.00= $2,007 flot 43 lots .., L.J 5. Lift Station n Final Construction Cost $ 18,326.00 LJ Expenses (25.0 %) $ 4.582.00 $22,908.00 n LJ Assessable Lift Station Cost .., $22,908.00= $533 flot L.J 43 lots .., 6. Trunk Watermain Area LI n 18.7 AC @ $1.195.00fAC = $520flot 43 lots LJ n 6. Trunk Sewer Area u 18.7 AC @ $1,126.00fAC = $490 flot n 43 lots ~ 7. Seal Coating n u $5.340 = $124 flot 43 lots n u ,., 7 11689 u " LJ ,., SUMMARY u ,., Sanitary Sewer Lateral $2,810.00 Watermain Lateral 1,974.00 u Storm Sewer Lateral 684.00 n Street Lateral 2,007.00 Lift Station 533.00 u Trunk Watermain Connection 1,325.00 ,.., Trunk Watermain Area 520.00 L.J Trunk Sanitary Sewer Connection 306.00 Trunk Sanitary Sewer Area 490.00 ,.., Seal coating 124.00 u Total Unit Charge $10,733.00 fLot n u n u n u n LJ n LJ n L.J ..., U ,., LJ ,.., U ...., U n LJ ,., U ,., 8 11689 u ...., LJ n u ...., u ...., u ...., LJ n u n LJ ,.., u n LJ ..., LJ n u ,.., u ..., u ,..., LJ n u ,.., u n L.J n u ..., u PROPOSED PROJECT SCHEDULE Shadowbrook 51h Addition Utility and Street Improvements City Project 98-28 Andover, Minnesota Commission No. 11689 1. City Council Receives Feasibility Report February 2, 1999 2. City Council Waives Public Hearing February 2, 1999 3. City Council Orders Project and Authorizes February 2, 1999 Engineer to Prepare Plans and Specifications 4. Engineer Submits Plans for Council Approval and March 2, 1999 Receives Authorization to Advertise for Bids 5. Advertise in Official Newspaper March 5 and 12, 1999 6. Advertise in Construction Bulletin March 5 and 12, 1999 7. Open Bids March 26, 1999 8. City Council Receives Bids and Awards Contract April 6, 1999 9. Contractor Begins Construction May 3, 1999 10. Contractor Completes Construction July, 1999 9 11689 ,.., L.J PRELIMINARY COST ESTIMATES n u Shadowbrook 5th Addition Utility and Street Improvements City Project No. 98-28 City of Andover, Minnesota Commission No. 11689 n L.J ,..., u A. Sanitary Sewer .., u Item lli2. Description n u 1 8" PVC SDR 35 10-15' depth 2 12 " PVC SDR 26 25-30' depth 3 Standard Manhole 4 Outside Drop Manhole 5 Extra Depth Manhole (over 10') 6 4" X 8" Wye 7 4"X12"Wye 8 4" PVC Sch 40 Service Pipe 9 4" Service Cleanout Subtotal Continginces .., L.J n u ,.., L.J n L.J n Estimated Construction Cost u n u .., LJ .., LJ ,.., u n L.J n u n L.J n 10 u Quantity Unit 1100 LF 810 LF 17 EA 3 EA 100 LF 30 EA 6 EA 1000 LF 36 EA Unit ~ Amount $ 18.00 $ 19,800.00 $ 45.00 $ 36,450.00 $ 1 ,400.00 $ 23,800.00 $ 2,500.00 $ 7,500.00 $ 80.00 $ 8,000.00 $ 60.00 $ 1 ,800.00 $ 100.00 $ 600.00 $ 8.00 $ 8,000.00 $ 50.00 $ 1,800.00 $ 107,750.00 $ 10,775.00 $ 118,525.00 11689 n L.J n B. Watermain LJ Item Unit n .tfu. Description Quantity Unit ~ Amount u ,..., 1 Connect to Existing Watermain 2 EA $ 1 ,200.00 $ 2,400.00 L.J 2 12" DIP CI50 WM 1150 LF $ 25.00 $ 28,750.00 3 8" DIP CI 50 WM 750 LF $ 15.00 $ 11 ,250.00 ,..., 4 6" DIP CI 50 WM 80 LF $ 15.00 $ 1,200.00 LJ 5 6" Hydrant 5 EA $ 1,300.00 $ 6,500.00 6 12" Gate Valve 2 EA $ 1 ,500.00 $ 3,000.00 n 7 8" Gate Valve 3 EA $ 600.00 $ 1 ,800.00 L.J 8 6" Gate Valve 5 EA $ 450.00 $ 2,250.00 n 9 1" Corporation Stop 38 EA $ 75.00 $ 2,850.00 LJ 10 1" Type K Copper Service 1000 EA $ 6.00 $ 6,000.00 11 1" Curb Stop and Box 38 EA $ 100.00 $ 3,800.00 n 12 Irrigation Manhole 2 EA $ 1,200.00 $ 2,400.00 LJ Subtotal $ 72,200.00 n Continginces $ 7,220.00 LJ Estimated Construction Cost $ 79,420.00 n u C. Storm Sewer ..., u Item Unit lli2. Description Quantity Unit ~ Amount ,.., u 1 Connect to Ex. Manhole 2 EA $ 1,200.00 $ 2,400.00 2 12" RCP Storm Sewer 150 LF $ 17.00 $ 2,550.00 ..., 3 15" RCP Storm Sewer 150 LF $ 20.00 $ 3,000.00 LJ 4 18" RCP Storm Sewer 60 LF $ 24.00 $ 1,440.00 .., 5 Catch Basin 6 EA $ 1 ,000.00 $ 6,000.00 u 6 Catch Basin/ Manhole 5 EA $ 1,200.00 $ 6,000.00 Subtotal $ 21,390.00 ,.., Contingincies $ 2,139.00 u Estimated Construction Cost $ 23,529.00 n L.J n u n u n 11 11689 u ...., o...J .., D. Street and Restoration LJ Item Unit ..., t:m. Description Quantity Unlt ~ Amount LJ ..., 1 Common Excavation 150 CY $ 2.00 $ 300 u 2 Granular Borrow from Site 150 CY $ 2.00 $ 300 3 Subgrade Preparation 15.5 RS $ 140.00 $ 2,170 ..., 4 Aggregate Base CL. 5 1800 TN $ 8.00 $ 14,400 LJ 5 Con. Curb & Gutter Surmountable 3000 LF $ 7.50 $ 22,500 6 Bituminous Wear Course 850 TN $ 26.00 $ 22,100 ..., 7 Roadside Seeding Mix 900 1 AC $ 1,000.00 $ 1,000 LJ Subtotal $ 62,770.00 ,.., Contingencies $ 6,277.00 :....J Estimated Construction Cost $ 69,047.00 ...., LJ n E. Lift Station and Forcemain u Item Unit ...., No... Description Quantity lln.i.t ~ Amount u 1 6" DIP CI50 Forcemain 350 LF $ 20.00 $ 7,000 ...., 2 4' Dia. Manhole 1 EA $ 1,300.00 $ 1,300 LJ 3 Lift Station 180 GPM 27' TDH 1 LS $ 75,000.00 $ 75,000 ...., Subtotal . $ 83,300.00 Contingencies $ 8,330.00 LJ ,..., Estimated Construction Cost $ 91,630.00 LJ ,.., LJ ,..., U ..., u n U n u ,..., 12 11689 LJ == E-4 2 .0 ~ >- 0 Cl ~ZZoo~ => Z~ t; I- O~E-4CO I:! (f) Oe:: ci ~ ~ ;r; >- ~ l- E..... w ~ ' :J ~6~~ CD Vi o~ ~ ~ ~ <{ w ~ <( 8 u... 00 /' " " " " /"~/ " ,," ~~- ",/ ~/// .' " 27 24 23 22 21 'W E T /'",;/// - - - .. 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Schedule of Bills REOUEST: The Andover City Council is requested to approve total claims in the amount of$ 589.072.46. BACKGROUND: Claims totaling $ 74.202.05 on disbursement edit list #1 dated 01-26-99 have been issued and released. Claims totaling $514.870.41 on disbursement edit list #2 dated 02-02-99 will be issued and released upon Council approval. Date: 02-02-99 Approved By: '" '" . . . . . . 0", 0 3:3:1000 0 . . . ~'" "'~ . I , , I ~ '" '0 . . ....0 0 00000 2 0 . . ~ t"'0"~ ........1-'1-'.... ~ . . ~." .a ~ t..ll-'NNN " . . .... ~ . cnIDO'la\cn '" 0 . . ~Z 0",,, ................t-> ., '" " . . :a ~.~ IDI,Q\D\D\Q , 0 . . . ...." 0 \D\D\D\DIQ ~ C ~ . . "'0 ~ ~ n \D\D\D\OIO 0 " . . . ~ "'. " 1'" . n . . .. .......111-'. tnU"lU'TIJ'li11 " . . ~t"' '" 0 l'>.JI-'N........ ~. . . ~ '" ~ ~O'\OU"l... 0 . . " . 0 ~ . . ~'"' 0" 00000 0 ~ . . 0" 0 .................... .. ~ . . ... 0'0 ..................................... ... '" . . ~., ~ ~. r-.J....t..lNt-J .. '" . . ~3: . 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