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Home My WebLink AboutLegal Documents December 21, 1992 Mr. Elmer Morris, P.E. Metro Division District state Aid Engineer Minnesota De~artment of Transportation 2055 North L~lac Drive Golden Valley, MN. 55422 Attn: Mary Bieringer, Assistant state Aid Engineer RE: REPORT OF FINAL ESTIMATE, CERTIFICATION LETTER, AND FINAL INSPECTION REQUEST FOR S.A.P. 201-113-01, TOWER STREET AND TORONTO AVENUE Dear Mr. Morris: Enclosed,is the Report of Final Estimate, certification letter, change ~n contract construction status form, city/MSA project cost split tabulation and Final Construction Payment Voucher with Consent of Surety Company to Final Payment for the above referenced project. Also enclosed is the documentation for the construction engineering cost on the Project. The following is an itemization of the eligible funds: Total original contract Amount - Project 90-12...$382,105.00 Total Final contract Amount - Project 90-12......$399,079.33 Total original Contract Amount - SAP 201-113-01..$314,859,50 Total Final contract Amount - SAP 201-113-01.....$323,859,28 Items eligible for MSA Funding are shown on the attached project cost split and is summarized as follows: Final Contract Cost Eligible Items for MSA funding City Construction Cost $399,079.33 $323,859.28 $ 75,220.05 CONSTRUCTION AMOUNT ELIGIBLE FOR MSAS FUNDING..$323,859.28 CONSTRUCTION ENGINEERING.......................$ 25,908.74 PREVIOUS PRELIMINARY ENGINEERING...............$ 31,485.95 TOTAL AMOUNT ELIGIBLE FOR MSAS FUNDING.........$381,253.97 TOTAL AMOUNT ELIGIBLE FOR MSAS FUNDING.........$381,253.97 PREVIOUS MSAS FUNDS RECEIVE FOR 201-113-01.....$330,602.48 TOTAL AMOUNT MSAS FUNDS DUE....................$ 50,651.49 4629 Dakota 51. 5.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPlDYER This information is for the final release of state should be transmitted to the Office of state review. If you have any questions concerning the this letter, please contact me at city Hall. sincerely, ~;:k~/ Bruce Loney cl Assistant city Engineer BL;jlp Enclosures Aid Funds and Aid after your enclosures or Fig. A 5-892.431 8T ATE AID MANUAL March 16. 1992, Mn/DOT 30734 (Rev. 2-92) REPORT OF FINAL ESTIMATE ~~J\"'''J\/CITY OF Prior Lake S,A,P, 201-H3-01 NAME OF CONTRACTOR Brown & Cd,s. rue. CONTRACT AMOUNT $.Jqq .o~ TO THE COMMISSIONER OF TRANSPORTATION: This is to certify that the above contract was let on Julv 16. 1990 andcompletedonOet. 1. 1992 payment was made to the contractor on Oe tober 19. 1992. and fmal The IUII....'/City of Prior Lake . hereby requests State-Aid Funds for constlUction and engineering costs as detailed below. (Attach Final Estimate and include a quantity, unit price. and extension split for each State Aid Project.) ANALCONTRACTMGREEMENTCOSTS FUND TYPE: Re~lar LESS NON-PARTtCIPA TING PORTION (LOCAL FUNDS) $ 75.220.Q.5 $ $ NET CONTRACT/AGREEMENT COSTS (State Aid) $323.859.28 $ $ PRELIMINARY ENGIl'u::.eKlNG $ 31.485.95 $ $ CONSTRUCTION ENG~r.r.KlNG $ 25.908.74 $ $ RlGHT OF WAY (Certified Statement Attached) $ S $ OTHER $ $ $ TOTAL AMOUNT ELIGIBLE FOR ST A 'IE AID 381,253.97 Less: STA'IE-AID FUNDS PREVIOUSLY PAID SBO.602.48 $ $ AMOUNT CHARGED TO STATE-AID BONDS $ $ $ BALANCE DUE FROM ST A'IE-AID FUNDS $ 50.651.49 $ $ REMARKS: I hereby certify that the wage rates paid on this contract were equal or exceeded the minimum hourly rates required for work on state funded constlUction projects as detennined by the Minnesota Deparanent of Labor and Industry, DATED: ./ 2- . /,f'~ Jz SIG Dated ,19 APPROVED: District State Aid Engineer """,... .-"...._.._,._..__"____~_~_~..____M._'.r-<-. _M_""'_'___'_'_'_";_+-"_~___ , .....,J J '-..J ~ I -- .J '..-"' ) -' -/ ) ) ./ J ....-t. CERTIFICATE OF PERFORMANCE FORM city of Prior Lake, Name of Contractor: Total Value of Work: Contract No.: Prior Project No. S.A.P. 201-113-01 Brown & Cris. Inc. $399r.079.33 Lake City proiect No. 90-12 I HEREBY CERTIFY to the City council of the above named city, that I have been in charge of the work required by the above described contract and that all of such work has been done and performed as measured by and in accordance with and pursuant to the terms of said contract. Dated /2 -//?-r<- Signatur~ ,~p " Larry J. Anderson Prior Lake City Engineer t(jl Mi_ o.p.rtment of Tr.~ tation Office of C. .., Jetion Room G'" TrenspolUtion Building John Irel8nd Bouleverd St. Pall, MN 551551612) 29IHi896 CHANGE IN CONTRACT CONSTRUCTION STATUS NOTE: All dates are to be the actual dates on, which the statu. of the Rlrfer to the C. . " Iction Manual No. 5-591,441 for further information Contract has changed. U. a separate form for -=h date ~. relative to preparetion of this .,. I. 1. (Low) S.P. No.Zi) j ~ 18 -0 I 2. Fed. Proj. NO..;;5:,~ 4~ 3. Contra..~ No. . Uf none, write in "S18t11 Funds") Uf Utility Agreement check 0 ~ __ hereandan~r.l 4. Locnon .t:J/.AJ1::::P~K~ ANp- ~ZO.A~_~. /A/ ~drYt!T; /.K/d~~ 5. TypeofWO~W/'~{{,K5, ~7VM/A&V~~<;;;R"~~h,k~~~/ ~ 8. Con~ ~i~/ ANA- ~/~ -.. - - STATUS OF ENTIRE CONTRACT 7. 0_ Notice to SWt Work ~ '-- y Z7. I~ , 8. 0_ Work Started \ \" (- --r Z"7, /9f1:'j (Fint ct.ta ANY work performed) 9. 0_ Suspended If not the last date of work at suspension, or if the su.", . ,ion i. not authorized by the Engi.-, pl- explain in REMARKS.!' 10. Ordered Suspension No. 0_ (Explain conditions,limi18tion., e1l:. pertaining to the order M ," .. "ion in REMARKS.)' 11. 0_ Resumed (If not fint date of work at resumption, e.g., if the co .".,. fail. to resume work following notification of end of suspen.ion period; pl_ explain in REMARKS.) 12. Ordered Resumption No, 0_ (Explain conditions, limitation., e1l:.., ,'ning to resumption order in REMARKS.) 13. 0_ Opened to Traffic 14. Liquidated 0...... Waived After (Date) . Documen18d by Change Order No. 15. Semi.Final Completion Om (The date on which all work _ completed except that work exempted by the Special Provi.ion.. If the Special Provi.ions exempt no work, no Semi-Final Completion Date can be declared.) 17. Final Completion D~~ J , J4!1?_ / ' When a Semi.Final Completion Date h_ bean delcared and the only remaining work ill '.' ,. ,ion l1'llIi .. , .., no further Weekly Diaries need be submitted until the Final Completion Date. In all other ~. dillries are required thru the Final Completion Date. (The dete on which all construction obligation. of the C . . '. . .. _re completed including lIlIIinte, ., and final cleanup.) 18. Expiration date of vegetation maintenance pericwt STATUS OF INTERMEDIATE COMPLETION PORTIONS, BRIDGES, OR PROGRESS-CONTROLLlNG-OPERATION 18. Special Provi.ion 19. Bridge No. 20. Progr--<:ontrolling-Operation 21. Date S18rted 22. Oete Suspended 23. Date Rasumed 24. Datil Open to Traffic 25. Date Completed REMARKS: ..,....- Date P.. . ,1 . _ _ ~ Assigned to '}O- .. ISignature .4 ~ _, /~ /99 /- .P~ / ,,~~V /c;r~ ~UTION: f5 Construction sectlo;~ . Yellow ' - 0 Contractor - White 1 . File (Original) 0 P '. ., Entl_ (1) . Pink 1 . Clrculatlon/FHWA 0 Area Malnt. Ent./Olstrlct Eng. (1) . Green ( S.nd BOTH yellow cop'" directly to Construction 5ec:tlon - - .........- .,... """"'~"""-"-""'-""""'~'- MNfW I II-'i!i! 1,)4-0.J \D1tltl) SlATE OJ' MINNESOTA OEPARTMEtt'f OF TRANSPORTATION Supp, to Contract N;>, _ SUPPLEMENTAL AGREEMENT No. 2 StiMI _ 1 _ of...l... Convllctor: F.o.ral Projocl: 61... Pro/eCI No,; Brown & Cris, Inc. Addr...: East Frontage 19740 Kenrick Lakeville, MN 201-113-01 Road of 1-35 Avenue 55044 Loc;alion; Vin~ Street, Tower Street, and Toronto Avenue between CSAB 23 and CSAB 39 Prtl NO, FV, ~CCO\lI\I 10. 0epI JOiY, $tQl.Itnct No. P\lrctl... r.II'nt AHel No. C,CQ.1 c.coa OOON ET n'pe OF A40 ( M1( Oated _ TRANSACTION. A44 ( ) A45 ( ) A46 ( ) Dated _ I Sunil Ob~ 01 C.CD,3 VenQor Type V A/l1O\Inl c.co~ C.CC,O Number Ent.red by e ntored by Number This conlraC1 Is amend~ as iolioW1i: WHEREAS: The Engineer decided that the fOllowing described items and their estimated costs should be added to the existing contract, 1. In the lightweight embankment fill area, a surcharge using Additional Class 5 material to be placed above the final bituminous pavement grade is recommended by the Soils Engineer in order to obtain additional settlement of the embankment before paving, Excess Class 5 aggregate base will be used as above in other location. of the project, 2, Toronto Avenue Storm Sewer outlet has not been constructed by adjacent site development, and an outlet needs to be provided to prevent saturation of Toronto Avenue subgrade A 15" PVC pipe' 42 faet in length along with ditch grading II needed to provide the outlet on Toronto Avenue, 3, On Tower Street, from Station 13 + 55 to Tower Street and Toronto Avenue Intersection, a bituminous overlay should be placed to account for elevation differences between new concrete curb and gutter and existing pavement, Bituminous wearing course, tack coat, adjustments to manhole castings and gate valves will be paid at the contract unit price. Milling of bituminous pavement is needed to properly place bituminous overlay in this area, ESTIMATE OF COST #1 Removal of Class 5 Aggregate Base Surcharge to other locations on project, A, EQUIPMENT RENTAL/FRONT END LOADER B. EQUIPMENT RENTAL/MOTOR GRADER 3 Hours S 98.00 3 Hours 5 80.00 ESTIMATED SUBTOTAL ITEM #1 5 294,00 5 240.00 5 534.00 #2 PLACE STORM SEWER PIPE AND GRADING OF 0 ITCHES A. NEGOTIATED PRICE FOR WORK LUll) Sum ESTIMATED SUBTOTAL ITEM #2 52,000.00 52,000.00 #3 BITUMINOUS OVERLAY' TOWER STREET STATION 13 + 50 TO STATION 16 + 50 A. 2341 BITUMINOUS MATERIAL FOR MATURE B. 2341 WEARING COURSE MATURE (MODIFIED) C. BITUMINOUS MATERIAL FOR TACK COAT 0, ADJUST FRAME AND RING CASTINGS E, ADJUST GATE VALVE, WATER F. MILL BITUMINOUS PAVEMENT 4.5 Tons 5130,00 5 585,00 72 Tons 5 15,00 51,080,00 50 Gallons 5 2.00 5 100.00 1 Each 5150.00 5 150.00 2 Each 5150,00 5 300.00 LUll) Sum 5 500.00 ESTIMATED SUBTOTAL ITEM #3 :...:::, rl:l,uu ESTIMATED TOTAL ITEMS, 1, 2, & 3 55,249,00 Anl.I,nl Anorrwy CWltfIl D'lod~& &~~~ Dat#L$/"/ ~72....~~ V'.~ OOnI',C1or . Dated C /'UJ(~I ~';"~j'~ L {,/~g.f~~ ./ ' ~~""' I\:*" O.t~ APPRoveD: CommIssioner of Administration APPROVEO: Commiti.oner of Finance Original Contraot 8y By Approved a, to form and oxocullon Oate(i OateL , Aeartt:r Ht.d Original to Stale AIJditor - Copy to Agency UN,::>0 ,;'P-Q2134.Q3 (5/88) STATE OF MINNESOTA D~PARTMENT OF TRANSPORTATION Supp. to Contract No._. SUPPLEMENTAL AGREEMENT No. 1 SttNt _~ - 01 L Contractor: Brown & Cris, Inc. Federal PlOloct: Sttlte project No.; 201-113-01 Add....,: East Frontage Road of 1-35 19740 Kenrick Avenue Lakeville, MN 55044 Location; Vine Street, Tower Street, and Toronto Avenue between CSAH 23 and CSAH 39 Pro. No, F.Y. Account 1.0. Dept.lDiv. SeQuerICII No. Suftllt Object Vondor Type Amount 01 V PlIrchase T.rmt Aseet No. C.CO.l C.CO.2 C.CD.3 C.CO.' C.CO.6 OOONET TYPE OF A40 ( A41( Dated _. Number Entered by TRANSACTION: A44 ( )A45( ) A46 ( ) Dated _. . Number Entered by This contract 1$ amended as follows: See At tachecl WHEREAS: This contract provides, among other things, for the installation of lightweight fill (shredded tires) over swamp deposits, as detailed in the Plans and Specifications. WHEREAS: The Prior Lake/Spring Lake Watershed District requested that wood chip lightweight fill be placed below elevation 945.0 to keep the shredded tire lightweight fill above the adjacent pond water elevation. WHEREAS: In the opinion of the Engineer and Director of the Watershed District, approximately 175 cubic yards of wood chip lightweight fill will be needed to be placed under the shredded tires, NOW THEREFORE, IT IS HEREBY MUTUALLY UNDERSTOOD AND AGREED THAT: 1. The contractor shall furnish all labor and equipment as necessary to install wood chip lightweight fill on this project. 2, Payment shall be to place wood chips left on site in the lightweight fill area - a lump sum bid price of $1,000.00. 3. Furnish and install wood chips in the lightweight fill area for the price of $15,00 per cubic yard, vehicle measure. ESTIMATE OF COST 1. Lump sum labor and equipment of installing wood chips on site - $1,000.00 2. 250 C,Y, (vehicle measure) at $15.00/C.Y. MUNICIPAL STATE AID PARTICIPATION REQUESTED Regular Account TOTAL - $3,750.00 $4,750.00 "'sl_n' Attorney Gltnerll APPROVED: Commissioner of Administration APPROVED: Commisisoner of Finance Original Contract By By Approved as to form and execution Datefl Dated-. . Original to State Auditor - Copy to Agency _.,.....~'_'_mM.....__...."._....."-..._" .. ___...______..,. DATE: TO: FOR: FOR: October Brown ~ frolec'C Cltv of 30 { 1991 . Crl.S Inc. No. 9 -12 prior La . Ml.nneSO a l~\....... /3.. I . , (,.,L'J.' t. A'J:TORNEY CHANGE ORDER NO. 2 Approved as to Form: o Ave. APPROVALS: Approved CITY OF PRIOR owner BY/~~ By /:~{~lJ LAKE Respectfully submitted, CITY OF PRIOR LAKE ENGINEERING DEPARTMENT Date Date ~~ Bruce Loney project Engine Approvad Brown & Cris, Inc. \ contractor B0 jwf)..LkJJ1J(OjL~I~~ (tH) )J l{ft , DaW Title TO: FROM: SUBJECT: DATE: /.?~RALPH TESCHNER, FINANCE DIRECTOR ~__,BRUCE LONEY, ASSISTANT CITY ENGINEER ~PAYMENT FOR STREET/SIDEWALK EASEMENT ALONG y AVENUE OCOTBER 29, 1992 TORONTO Attached to this memorandum is a copy of the easement signed by Ryan Construction Company of Minnesota and a copy of a letter by me stating that the City would pa~ $648.00 for the 405 square foot area. This easement is located ln the southwest quadrant of the Tower Street and Toronto Avenue intersection. A portion of Toronto Avenue street pavement which constructed in 1983 is in the easement and this easement allow the City to construct a future sidewalk along the curb line of Toronto Avenue. A check should be made to Ryan Construction Company of Minnesota, Inc. for the amount of $648.00 and taken from the Construction Fund, number 501-48105-504, Right of Way Acquisition. was will south The check should be sent to: Mr. John Kelly RYAN CONSTRUCTION COMPANY OF MINNESOTA, INC. 900 2nd Avenue suite 700 Minneapolis, MN 55402 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph, (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER EASEMENT AGREEMENT This EASEMENT AGREEMENT, Made as of this ;;8 day of October, 1992, between RYAN CONSTRUCTION COMPANY OF MINNESOTA, INC., a Minnesota corporation ("Owner") and the CITY OF PRIOR LAKE, a Minnesota municipal corporation, ("City"). WITNESSETH, That Owner, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration to it in hand paid by City, the receipt of which is hereby acknowledged, does hereby grant to said City, its successors and assigns, a non-exclusive permanent easement to construct, operate, maintain and repair public streets, sidewalks and utilities over, under and across the following described land lying in the City of Prior Lake, County of Scott, State of Minnesota ("Easement Area"): That part of the East 300 feet of Lot 1, Block 3, Brooksville Center 1st Addition, according to the recorded plat thereof, which lies easterly of a line drawn from a point on the north line of said Lot 1 distant 18,00 feet westerly of the northeast corner of said Lot 1 to a point on the east line of said Lot 1 distant 45,00 feet southerly of the northeast corner of said Lot 1. Owner and City (by the acceptance hereof) covenant and agree as follows: 1. City shall be responsible for the construction, maintenance, repair and replacement of any streets, sidewalks or utilities to be placed within the Easement Area. 2, City agrees to indemnify and hold Owner harmless from any loss, costs, damages or claims for damages or other relief arising out of or in connection with the construction, maintenance, repair or replacement or usage of the Easement Area, including without limitation, reasonable attorney's fees. B:\MEM22.36Ioew IN WITNESS WHEREOF, the Owner has caused these presents to be executed the day and year first above written. RYAN CONSTRUCTION COMPANY OF MINNESOTA, INC, BCf<ire~~~ STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The for~oing instrument was acknowledged before me this Q..~ay of October, 1992, by '3t") '" V"\ y. \({,\\" '. -:'\'f. ., the Vice President of Ryan Construction Company of Minnesota, Inc., a Minnes1Sta corporation, on behalf of the corporation. ~~ t. ~~a^^' Notary Public 0 · ~----V~ - e SHARRY L. LORENZI 1 . t/OTMf'f P\JB\.IC-MINNESOTA .. ..; WASHINGTON COUNTY . i ~uMISSION EXPIRES Z.1o-117 ... My........ J S.....4 '-,,~ B:\MEM22.36IlIew -2- RVAN PROPERTIES, INC. 700 International Centre 900 Second Avenue South Minneapolis, MN 55402 612/339-9847 ~YAN '; October 26, 1990 ~~c OC? l;'/v~ a <'.9 '() ~~~ {~O ~~ ~ Mr. Bruce Loney, P.E. City of Prior Lake 4629 Dakota St. S.E. Prior Lake, MN 55372 Dear Bruce: /II , Enclosed is an executed quit claim deed, conveying to the City of Prior Lake, and easement for street improvement project # 90-12. Yours Very Truly, ~ ~ JPK/ml g Enclosure ~ it- f li' Form No. 31.M-CUIT r.LAIM DEED Corporation or Partnarshlp to Corporation or Partnarship Minnesota Uniform Conve 'anclng Blanks (1978) Miller-Davis Co., Minneapolis I' No delinquent taxes and transfer entered; Certificate of Real Estate Value ( ) filed ( ) not required Certificate of Real Estate Value No. ,,19 County Auditor by Deputy STATE DEED TAX DUE HEREON: $ Date: ,19 (reserved for recording data) the State of Minnesota Ryan Construction Company of Minnesota, Inc. , , a . coroorat ion , under the laws of . . Grantor, hereby conveys and quitclaims to t.he Citv of Prior Lake , . Grantee, , real property in FOR VALUABLE CONSIDERATION, a Municioal Corporation underthelawsof the State of Minnesota Scott County. Minnesota. described as follows: A permanent easement to construct, operate, maintain, and repair publiC streets, sanitary sewer, watermain, storm sewer, and utilities over, under and across that part of the East 300 feet of Lot 1, Block 3, BROOKSVILLE CENTER 1ST ADDITION, according to the recorded plat thereof, Scott County, Minnesota, described as follows: Beginning at the northwest corner of said East 300 feet; thence easterly, along the north line of said Lot 1, a distance of 49.42 feet along a curve to the left having a radius of 1,302.26 feet, a central angle of 2 degrees 10 minutes 27 seconds, a chord distance of 49,41 feet and a chord bearing of South 79 degrees 51 minutes 38 seconds East; thence South 9 degrees 03 minutes 09 seconds West, not tangent to said curve, a distance of 2.00 feet; thence westerly 48.71 feet along a nontangential curve to the left, having a radius of 634.00 feet, a central angle of 4 degrees 24 minutes 06 seconds, a chord distance of 48.69 feet and a chord bearing of North 83 degrees 08 minutes 54 seconds West, to the west line of said East 300 feet; thence (if mora space Is needed, continue on back) (cont i nued on back) together with all hereditaments and appurtenances belonging thereto. Affix Deed 'fax Stamp Here' ~f20 ruction,COmP9~ Minnesota. ( \ )(/,,1) B)', -\ ,:rltv A lK ;'1j26 ~ ./ \ By IDC. Its STATE OF MINNESOTA COUNTY OF ftl1/lfJ.aiJJJ I The foregoing was acknowledge.d before me this c.:2? by --=r!J/J /! fJ. K (1 / ILl . .:r R ..::amr the ///(.<' FJ2/J '-,l/,t;/lf ,~ of RVBn CQnstruction ComQanr of MinMsoh. Tn("_ .a ("nrpnrPttinn ' under the laws of the State of M nnesota ,. on be~f,the .coroor..wt1;on /1 " NOTARIAL'S-TAMPOR SEAL (0 a"OTHERTITLE OR R'ANK) ~~' ~ . ~" ~~g (d& I ~~ . .. GNATURE 0 R80N 1'AKI ~CKNOWLEDGMENT to ROXANNI J. RUDOlPM Tax S~a~.m.n~. for ~ · real p~op.r~y dtlortbed In ~hla Innrwn.n~ aIlowd i&l ~ PUBUC-MNNESOfA b. ..n~ to (Include name and addr... of ar.n~")1 HENNEPIN COUNTY .. ..,0IIMn.... ExpifM 1/31 1M __~__ 4J r } u. day of O~fo!)f'R qtJ , ,19 . '. North 0 degrees 14 minutes 05 seconds East, along said west line, a distance of 4.86 feet to the point of beginning. For the purpose of this description the east line of said Lot 1 is assumed to have a bearing of North 0 degrees 14 minutes 05 seconds East. The area contained within this easement is 144'square feet. ,....~......,~....,..........' ~".',..." ....#'f.."...---.,...... ........ S. ..~'(',j:Jr.:1. ~.ll1l,/'.~()q tlIlr..... t .A,.~k.:.'"W'.,'..)I;l.I:,q "'1^Tt'<" i..,.r_;i...~..;. : "l~'~..;O:'t ril'"E;.1;1f ~,,~ r"1-'IIJ} 1 01J.'" r t\, 'f'fll<+d *'Oiu""'Il"~ ~ "n~ ' " .... '. ... ,..~. \,.~...."i"'"""'......,..~..~...~" ,.. N .IJ.I .~ ... ............... }..lQ ~ () ------b~ ~~ ~ ~o~~~-- "I !:1 ". Q) ". ---- .q cl: 'v ~ -,.."" -..... ., I (' I I 01 'C.- r" ............ - ,.....' ..... '..' ..' L,' ,'. rT' .,. ., .. 1._.. . 486..... ~-' . . ~" .7.:~.SS~ \. - ' , '\( c?00 ~ OS" , ~'\ ",/ f'~~ If.' ....~ line of Lot 1 ...t....~~ ~'\ ~ ~'4~S>. ~~~~~~~ ~".... ~"i.. ~ C(.~J . 'lf1 "t- ~~ w~ _ <&. '" s.. -i Easement for: CITY OF PRIOR LAKE ~o lJ - C' "';- ,.., r- r- "'1- " · ..,",..,. . 0 I '." , , ,_. .... , \0 I , "' I I .... ,', '..' 'l" I ::lIJ " l() ~ o C ~ . 1 z o ..... ..t- M- e ~e g< _t- CD en - ::L4J .: ~ " ~ .l() 15:z: ~ ~~ o o~ ~ ~= .... > _ V) ~ ~8 n:l~ w CD . " : ..- it' '" . . . . " - 300.00' .. .. .. . .. . . ~ j A pe~nent easement to construct, operate, lIintafn, and repair public streets sanitary sewer, watermain storm sewer and utilities over under and across that plrt 0; the Elst 300 f.et of Lot 1, 8lock 3, 8ROOKSVILLE CENTER 1St ADDITION, according to the recorded pllt thereof, Scott County, Minnesota, descrfbed as follows: Begfnning at the northwest corner of said East 300 feet; thence easterlYi along the north line of said Lot 1, a distance of 49.42 feet along a curve to the eft having a radius of 1,302.26 feet, a central angle of 2 degrees 10 minutes 27 seconds! a chord distance of 49.41 feet and a chord bearing of South 79 degrees 51 minutes 3~ seconds East; thence South 9 degrees 03 minutes 09 seconds West, not tangent to said curve a distance of 2 feet; thence westerly 48.71 feet along a nontangential curve to the ieft, having a radius of 634 feet, a central angle of 4 degrees 24 minutes 06 seconds, a chord distance of 48.69 feet and a chord bearing of North 83 degrees 08 minutes 54 seconds West, to the west line of safd East 300 feet; thence North 0 degrees 14 minutes 05 seconds East, along said west line, a distance of 4,86 feet to the point of beginning. For the purpose of this description the east line of said lot 1 is assumed to have I bearing of North 0 degrees 14 minutes 05 seconds East. The Irel contained within this easement is 144 square feet. ir k '" I . JOB NO. 904-962,00 BOOK ~ ".hd.r-W.n..., .no. ~ CQl4C1LTMi INOINflft$. '-ANQ $~o.w Scale: I Inch 8100 1", 10100 ~ Awnue ...... .."',,,.M., ,,111431 . ..121M.... . tit S.A.P. 201-113-01 STORM SEWER, GRADING, AGGREGATE BASE, CONCRETE CURB AND GUTTER, BITUMINOUS SURFACING, WALKS, LIGHTING AND APPURTENANT WORK TOWER STREET AND TORONTO AVENUE IMPROVEMENTS CITY PROJECT NO. 90-12 CONSTRUCTION ENGINEERING COST SUMMARY NAME OF EMPLOYEE PROJECT HOURLY EMPLOYEE TOTAL MANHOURS COST COST 1990 CONSTRUCTION SEASON Bruce Loney 342 $18.98 $ 6,491.16 Doug Hartman 514 $15.46 $ 7,946.44 Joel Rutherford 352.5 $15.12 $ 5,329.80 Karl Pechous 81 $ 6.50 $ 526.50 Keith Messner 119 $ 6.50 $ 773.50 1990 TOTAL CONSTRUCTION ENGINEERING COST = $21,067.40 1990 TOTAL CONSTRUCTION ENGINEERING COST INCLUDING MNDOT 82.2% ADDITIVE = $38,384.80 (constitutes labor additive of 53.3% and 28.9% indirect) 1991 CONSTRUCTION SEASON Doug Hartman 287.5 $15.92 $ 4,577.00 Joel Rutherford 68.5 $15.57 $ 1,066.55 Mike Arends 17.5 $ 6.50 $ 526.50 Mark Fremder 89.5 $ 6.50 $ 773.50 1991 TOTAL CONSTRUCTION ENGINEERING COST = $ 6,943.55 . 1991 TOTAL CONSTRUCTION ENGINEERING COST INCLUDING MNDOT 82.2% ADDITIVE = $12,651.14 (constitutes labor additive of 53.3% and 28.9% indirect) 1992 CONSTRUCTION SEASON Doug Hartman 287.5 $16.40 $ 4,715.00 1992 TOTAL CONSTRUCTION ENGINEERING COST = $ 4,715.00 1991 TOTAL CONSTRUCTION ENGINEERING COST INCLUDING MNDOT 82.2% ADDITIVE = $ 8,590.73 (constitutes labor additive of 53.3% and 28.9% indirect) Total Construction Engineering Cost summary 1990 CONSTRUCTION ENGINEERING COST...................$38,384.80 1991 CONSTRUCTION ENGINEERING COST...................$12,651.14 1992 CONSTRUCTION ENGINEERING COST...................$ 8.590.73 SAP 201-113-01 CONSTRUCTION ENGINEERING COST TOTAL...$59,626.67 % of non-participating items in contract - $75.220.05 $399,079.33 = 18.85% 18.85% of $59,626.67 = $11,239.63 Total Construction Engineering Cost for State participating items: = $48.387.04 Maximum Amount Eligible for MSAS = 8% of state participating Final Contract Amount ($323,859.28) = $25.908.74 ELIGIBLE ITEMS FOR MSA FUNDING......................$323,859.28 CONSTRUCTION ENGINEERING.............................$25,908.74 PRELIMINARY ENGINEERING..............................$31.485.95 TOTAL ELIGIBLE MSA AMOUNT...........................$381,253.97 STORM SEIER, efij<DH~5, AGGREGATE BASE, ClKRETE :ORB & GUTTER, BITIJIIOJS SURFACIt<<i SIDEIRK BIKEi/:!Y LIEHTlNG & APPURF"/ANT WORK PROJECT 91-12 ' " - . for the City of Prior Lake, Scott County, Minnes.jta ENGINEER'S ESTIMATE BROWN & :RIS, INC. ALEXANDER CONSTROCTIJ~ CO. INC. MCNAMIlRA COORACTING Bids Opened: Jll.V 16, 19'30 10:00 A.M. SPECIF:CP.l ION REFEREta ~Il TOTAL UNIT TOl AL UNIT mAL UNIT TOTAL N.JIIlER DESCRIPTION UNIT llUANT ITY COST PRICE COST PRICE COST PRICE COST PRICE STREET & STORM SEIER ITEMS 2821. ~.el ?()BILIZAT ION LS I 10,000.00 10,000.00 20,000. 00 20,000. 00 12,000. ~J 12, ~i0. 00 33, 00~. ~0 33,000.00 21IU.501 ClEARING ACRE 1.60 2,000.00 3,200.00 2,000.00 3,200.00 2,000.00 3,200.00 1,800.00 2,880.00 216'11.502 CLEARIt<<3 TR II 200.00 2,200.00 100.00 1,100.00 50.00 ~50.00 40.00 440.00 211'11.586 GRUBBING ACRE 0.60 2,000.00 1,200.00 2,000.00 1,200.00 1,500.00 ge0.00 2,500.00 1,500.00 2"'11.517 !;RJBBIt<<3 T~ 12 10U~ 1,208.00 lU.OO 1,200.~i 50.00 ~.00 ~.00 ~.00 21~.501 REI<<lVE CONCRETE CURB AND GUTTER LF 1,595 2.25 :\,588.75 3.00 4,785.00 3.00 4,785. 00 2.60 4,147.00 21~.501 REKJliE STORM SElIE R PIPE LF .15 10.~~ 1,150.00 8.00 '3.:."".00 8.00 920.00 6.00 690.00 21~.5e3 REI<<M ClH:RETE SIDEWALK SF % 1.00 96.00 1.00 %.00 1.00 96.00 2.50 24Ue 21~.503 REMOVE MTC BUS STOP CONCRETE S_:!B SF 6~ 1.00 6f.00 2.00 :20.00 2.00 :20.00 3.50 210.00 REI<<lYE BITUIIItWS PAYEIENl S'( 4,200 1.50 6,300.00 1.00 4,200.00 1.00 4,200.00 1.00 4,200.00 21~.S85 LF 2.~~ 382.00 2.00 382.00 2.00 382.00 3.~.e 668.50 21~.513 SAW I t<<3 BITIJII NOOS PAVEMENT .31 140.e0 50,00 200,00 100.00 400.00 100.00 400.00 35.00 2104.523 ~VA6E FRAIIE AND RIt*i CASTINGS EA 4 11,025.00 ~.5J 17,325.00 3.00 9,450.00 CI! 3,:~ 3.51 11, ~~5. 00 3.50 2105.501 CC*)f EXCAVATION 3,000 4.50 13,500.00 3.50 10,500,00 3.50 10,500.00 3.50 10,500,00 2105.507 SUBGRADE EXCAVATION CY 4.00 5,0'W.00 8.50 10,625.00 5.50 6,875.00 2105.525 TCPSOIL BORROW (l, V. ) CY 1,250 8.0e 10,000.e0 f.. 80 34,000. 00 7.00 35,000.00 TN 5~ 5.00 25,000.00 4.50 22,500.00 5.00 4,000.00 0105,621 GRANUlAR BORROW CV 4.50 3,600.00 5.00 4,000.f.i 5.20 4,160.00 2.75 8,016.25 0105.~3 SELECT !:lJIIIIO BORROW Co V. ) 3.00 8,745.00 2.00 5,830. 00 SHREDDED TI RE BORROW TN 2,915 2.00 5,830.00 1.70 ~,67~. f.~ 1. 05 5,355. 00 1.80 9,180.00 1105.624 HOTEXTILE, TYPE 3 SI! 5,100 1.00 5,100.01.1 7,650.00 1.11.1 5,610.00 1.80 9, 180, 00 0733.!iJl SY 5~ 100 1.00 5, 100.00 1.50 25.00 3E.7.50 ~,00 735.00 0733.602 6EOlEXTILE~TYPE 5 RS 1 .7 60.~~ 882. 00 ~.00 '!3~.00 200.00 2,940.00 135.00 1,984.50 2111. Sill TEST ROLLI RS 14.7 125.00 1,837.50 100.00 1,470.00 2.00 9,500.00 2112.501 SUBGRADE PREPARATION LF 4, 758 U" 4,750.00 1.50 7, :2::.00 2.00 9,500.00 110.00 1,100.00 0112.6~1 l'CULEVARD PREPARATION 100.00 1,000.00 100.00 1,000.00 100.00 1,0ll0.00 HR 10 7.00 28,000.00 U5 29,000.00 0123,601 WIDE PAD DOZER 7.00 28,0\W.00 7.00 28,000.00 PGGRESATE BASE CLASS 5 TN 4~ 80.00 3,200.00 75.00 3,000, 00 2211.511 BlTlJIIlNOUS PATI:HIt*i MIXTURE TN 50.00 2,000.00 75.00 3,00ll.00 132.00 7,920.00 13Ue 7,800.00 2331.501 TN 63 150.00 9,000.01.1 m.oo 7,8\.~.00 12.00 13, 200. 00 2~1.~ ~MINOLIS MATERIAL FOR MmlJRE 11.00 12,100.00 13.00 14,300.00 14.90 16,390.00 TN 1~00 130.~ 6,500.00 2 1. 14 COURSE MIXTURE 150.00 7,500.00 130.1l0 ';,500.00 132.00 6,600.00 ~~\:;a U~\n~'IW~\~~R (=OM~~D) TN 15.00 11, 250,00 17.50 13, 125.00 15.00 11,250.00 TN 750 12.00 9,000.00 2.00 780.00 1.00 390.00 2.00 780.00 m\:~ ~~~DII~ TACK COAT ~ m 1~:1 3,~:1 10.00 3,000.00 12.71 3,813.00* 11.00 3, 30ll, 00 ~ , aI:Si m:1 ~.00 1,~.f.i 588.00 I, :76.00 700.00 1,400.00 ~\:5i5 ~: ~t a~B ~HU fm1 U~B 1 I, .00 I, .00 1,512.00 1,512.00 1,700.00 1,700.00 12'P>~~%~ ~I~0Cr~ ~IN t~ ~I i:1 5'~:1 ~k~ ?~~ 15.02 3,1E.9.22* 9.50 2,004.50 ~:~t\ -1 .. 35.00 1,05ll.00 I, . 28.83 866. 4e* ~:3n i2': ~R~;q~rsR~ g[~~It; Cl.:lSS 5 t~ W ~Ui ~:~US ~Ha i:~:a 35.18 3,~~.18* 35.00 3,535.00 25.20 1,839.60 30.00 2,190.00 ~.~Il 15" R: PIPE SEWER CLASS 5 LF 228 29.~~ 6,612.00 23.50 1, 358. f.e 26.25 5, Se5. 00 3~.00 6,8't0.00 .11 24' RC PIPE SEWER ClASS 3 LF 151 34.00 5, 134.00 29.00 4,379.00 33.60 ?,0Jf.b0 40.00 6,040.00 ~BH ~: ~ ~\~ i\i~ Etm ~ LF 1& 55.00 880. 00 50.00 Bl\0. ~~ &4.05 " i.Ie'l. 80 45.00 720.00 LF 124 75.00 9,300.00 46.00 5, 704. 00 49.35 6,119.40 70.00 8, 68ll. 00 2503.511 15" P\IC PIPE SEWER SDR 35 LF 2~ 20.00 4110.00 25.00 500. 00 25.2" 504.00 55.00 1,100,00 0503.601 CONNECT TO EXISTlt<<3 STORM SEIER PIPE EA 2 250.00 500. 00 500.00 1,000.00 462.00 924.00 350.00 700.00 0503.602 E<lUHEAD PIPE LS 1 500.00 500.00 1,000.00 1,000.00 808.50 808.50 1,~.00 1,200.00 0506.609 DJlSTRUCT CATCH BAS IN 2' X 3' EA 8 1,000.00 8,000.00 800.00 6,400.00 I 102.50 8,820.00 900.00 7,200.00 0506.6il9 (CNSTRUCT CATCH BASIN}zr I. D. EA I 1,000.00 1,000.00 700.00 700.00 '871. 50 1!71. 50 900. 00 9ll0. 00 0506.609 C{)jSTRUCT CATCH BASIN/ttIANHOLE, 48" I. D'. EA 2 1,200.00 2,400.00 1,000.00 2,00ll.00 1,760.85 3,521. 70 I, 15ll, 00 2,30ll.00 0506.609 ((;'NSTRUCT CATCH BASIN/!tlANHOLE, 66' I. D. EA ~ 2,000.f.~ 6,000.00 1,500.00 4,500.00 2,714.25 8,142.75 2,300. il0 6,90ll.00 25ll6.511 RECONSTROCT IlAItO..E LF 10 200.00 2,000.00 150.00 1,500.00 525.00 5,250.00 250. 00 2,500.00 2506.522 ADJUST FRAIE AND RING CASTINGS EA 10 150.00 1,500.00 15~.00 1,500.00 170.00 I, 7e0.00 200.00 2,000.00 05ll6,681 CONNECT TO EXISTING iii OR CD EA 1 250. 00 250. 00 500.00 500.00 462.00 462.00 400.00 400.00 05ll6.6~ P[JUST GATE VIlVE - WATER EA , 100.10 500. 00 150.10 750.. 100.00 500.00 125.00 625.00 2511. 502 RANIlClM R I PRAP~ ClASS I I TN 50 35.00 1,750.00 25.00 1,250.00 46.20 2,310.00 60.00 3,000.00 2511.513 EI'AtUAR FIll R TN 30 20.00 600. 00 <0.00 600.~ 11.55 346.50 35.f.e 1,050.00 *Denotes Correct!!d Figure STORM SEWER, GRADING, AGGREGATE BASE, CONCRETE CURB & GUTTER, BITUIlINOOS SURFACING, SIDEWAlK, BIKEWAY, L1GfiTING & APPURTENANT WORK PROJECT 98-12 for the City of Prwr Lake, Scott County, Mir,res.)ta EN5INEER'S ESTIMATE BROIlN & CR:S, INC. AlEXANDER CONSTRUCTION CO. INC. MCNAMARA CllNTRA:TING Bids Opened: JlLy 16, 1'!30 10:00 A.M. SPECIFICATI~ REFEROCE UNIT TOTAl UNIT TOTAl UNIT mAl UNIT TDT:!L NJlIlER DESCR I PTI ON UN IT !lUANTI TY COST PRICE COST PRICE COST PRICE COST PRICE STREET & STORM SEWER ITEMS 2521.501 4" CONCRETE WALK SF 13, 400 1. 5tl 20, 100.00 1.40 18, 7~. 00 1.5" 20,1~.00 1.46 18,760.00 2521.511 2' BITlJIIlNOOS WAlK SF 8,1t'00 1.00 8,000. 00 1.20 9,600.00 1.00 8,000.00 1.00 8,000.00 2531.501 COCRETE CURB AND GUTTER, DESIGN B-618 LF 3,230 5.25 16, '357. 50 4.30 13, 889. 00 5.45 17,603.50 5.00 16,150.00 2535.501 BITlJIIItOJS CURB LF '+20 4.50 1,8'30.00 3.50 1,470.00 3.00 1,260.00 3.50 1,470.00 2545.501 ELECTRIC LIGHT SYSTEM LS 1 20,000.00 20,000.00 30,fe0.00 sa, 000. 00 45,000.00 45,000. 00 46,000.00 46,000.00 1563.601 TRAFFIC CONTROl. LS 1 3,000.00 3,000. 00 5,000.00 5,000.00 10,000.00 10,000.00 1,000.00 1,000.00 2564.531 FURNISH AND INSTALL SIGN PANEL\ TYPE C SF 82 ~.OO 1,640.00 25.00 2,050.00 20.00 1,640.00 21.00 l,n2.00 1564.~1 4" DOUBLE SOLID LINE YELLOW PAl T LF 2,000 .30 600. 00 .48 %0.00 .52 1,040.00 .55 1,100.00 1564, SV- 4' SOLID LINE WHITE PAINT LF 1,200 .15 180.00 .24 288.00 .26 312.00 .35 420.00 2571.502 FURNISH AND PLANT SHADE TREE (SOOAR MAPLE - 2 1/2' TR 24 350. 00 8,400.00 250.00 6,000.00 300.00 7,200.00 425.00 10,200.00 ~R.LED AND PURlAPPEDl 2573.503 SILT FENCE, PREASSEMBLED LF 700 3.~" 2,100.00 2.00 1,400.00 3.00 2,11i'0.00 2.20 1,540.00 2575.501 SEEDING AC 1 400.00 409.00 500.00 500.00 275.00 275.00 500.00 500.00 2575. 50"2 SEED~ MIXTURE 500 LB 50 3.00 150.00 3.00 150.00 3.75 187.50 25.00 1,250.00 2575. 50S SODD N6 TYPE LAWN Sf' 13,. 1.50 19,500.00 1.70 22,100.00 1. 45 18,850.00 1.65 21,450.00 2575.511 ~u..CH MaTERIAL, TYPE 1 TN 2 200.00 400.00 150.00 300.00 275. 00 550.00 200. 00 400.00 2575.511 MlJLCH MATERIAL TYPE 6 (L. V. ) CY 20 20.00 400.011 30.00 600. 0ll 12.00 240.00 20.00 400.00 2575.531 COI!I'IERCIAL FERtrLIZER~ 12-12-12 LB ~ . ~^' 250.00 .30 150.00 .55 275.00 1.00 500.00 0411.611 6" X 6' TIMBER RETAIN NG WALL SF 10 10.00 100.00 30.00 300. 00 30.00 3011.00 25.00 250.00 8554. ~1 REMOVE AND REINSTALL TRAFFIC :ONTR!l. SIGNS EA 13 50.00 650.00 150.i10 1,~.f:1i' 50.00 650.00 100.00 1,300.00 8554.611 MAILBOX REIlOVll. AND RELOCATION EH 2 50.00 100.00 50.00 100.00 25.00 50.00 100.00 200. 00 SUBTOTAL - ST~EET3 AND STORM SEWER 354281. 75 3S6, ; 75. 00+ 414, ':i16. 65* 425,712.75* WATERMAIN ITEMS 2611.100 6' D.I.P. CLASS 52 WATERMAIN LF 78 25.00 I, '350. 00 25.00 1,950.00 31.56 2,457.00 17.00 1,326.00 2611. 101 6" TO 20' WATERMAIN WET TAP CONNECTION EA I 2,000.00 2,000. 00 2,000.00 2,000.00 1,2~.00 1,2~.00 2,500.00 2,500.011 2611.105 CfANOON EXISTING WATER SERVICE LINE EA 2 75.00 150.00 200.00 400.00 409.50 819.00 3~.il0 600.00 2611.401 ADJUST EXISTING CURB BOXES EA 4 100.00 400.00 100.00 400.00 100.00 400.00 150.00 600.00 2611.501 RELOCATE HYDRANT EP 3 1,10~.00 3,300.00 I, 00"J. 00 3, ~\M. 00 924. 00 2,772.00 900.I'.e 2, 700. 00 2611.502 EXTEND HYDRANT LF 6 275.00 1,650.00 225. 00 1,350.00 315.00 1,8'30.00 300.00 1,800.00 2611. 70"~ I NSUlInI ON SF ~5 3.M 7~.00 2.00 50.00 2.89 72. 25* 12.00 300. 00 SUBTOTAL - WATERMAIN 9,525.00 9,150.00 9,670.25* 9,826.00 SAN !TARY SEWER ITEi'r.-J 2621.102 6" PliC PIPE (SCHEDUlE 4tll 5RN. "EWER SERVICE LF b9 25.~tl 1,725.00 2~.00 1,~.~1i' 21. 53 1,485.57* 3~.00 2,070. 00 2621.103 CONNECT TO EXISTING SEWfRMAIN (SADDLE CONNECTION) fA 1 350.00 350.00 400.00 400.00 525.00 525.00 1,200.00 1,200.00 S' J.C.P. SUBTDTR - SANITARY SEWER 2,075. 00 1,780.00 2, N0. 57* 3,270. 00 GRAND TOTAL 3f.5, 881. 75 377,105.00 426,597.47* 438,808.75* AL TERNATE B lD ITEIII 5,~.00 5,000.00 2,000.00 17,~~.00 GRAND TOTAL + ALTERNATE BID ITEM 370,881.75 $382,105.00 $428,597.47t $455,808. 75t *DemtE's Corrected FiglJre I hereby certify that thIS is a true and correct tabulation of the bids as received on July 16, 1'3'30. &tLu.R ~/ /1 HERITAGE 1891 COMMUNITY 1991 WJ.5f)K 2Q91 SIGNATURE APPROVAL SHEET CITY OF PRIOR LAKE 4629 DAKOTA STREET S.E. PRIOR LAKE, MN. 55372 DATE: TO: FOR: FOR: November 13, 1991 SUPPLEMENTAL AGREEMENT 3 VALLEY PAVING INC. S.P. 7001-62, Citv Pr01ect 89-01 - T.H. 13 between Candv Cove Trail and Green Oaks Trail CITY OF PRIOR LAKE, MINNESOTA Approved as to Form: CITY ATTORNEY APPROVALS: Approved CITY OF PRIOR LAKE Owner Respectfully Submitted, CITY OF PRIOR LAKE ENGINEERING DEPARTMENT By By Date //-I'-f/ Date en~ project Engi'rfeer 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 ~ "'r -t" 'lVNESO DATE: TO: FOR: FOR: HERITAGE 1891 COMMUNITY 1991 CU?7J!7(')JV 2Q91 SIGNATURE APPROVAL SHEET CITY OF PRIOR LAKE 4629 DAKOTA STREET S.E. PRIOR LAKE, MN. 55372 November 13. 1991 SUPPLEMENTAL AGREEMENT 4 VALLEY PAVING INC. S.A.P. 201-105-03 Pr01ect 89-01 - Fish Point Road between Forsythe Road and Glorv circle \.,;J.'J:i OF PRIOR LAKE. MJ.l'il'i~bU'rA Approved as to Form: CITY ATTORNEY Approved APPROVALS: Respectfully Submitted, By CITY OF PRIOR LAKE Owner CITY OF PRIOR LAKE ENGINEERING DEPARTMENT Date ;fjMayor ll-r:~. By V.t f1 City anag r ~~ Bruce Loney V Project Engineer /11/" f/ Date 4629 Dakota St. S,E., Prior Lake. Minnesota 55372 / Ph. (612) 447.4230 / Fax (612) 447.4245 HERITAGE 1891 COMMUNITY 1991 ct5J.5(!)X .2Q9f CHANGE ORDER CITY OF PRIOR LAKE 4629 DAKOTA STREET S.E. PRIOR LAKE, MN. 55372 DATE: TO: FOR: FOR: October 30t 1991 CHANGE ORDER NO. 2 Brown & Crlst Inc. Pro1ect No. 90-12. Tower St. & Toronto Ave. Improvements City of Prior Lake. Minnesota You are hereby directed to make the following change to your contract dated Julv 16. 1990 . The change and the work affected thereby is subject to all contract stipulations and covenants. This Change Order will (increase) the contract sum by Sixteen Thousand. Seven Hundred, Fourteen and 62/100 Dollars (16.714.62 ). Item 1 - Labor, material, and equipment for installing storm sewer outlet on Toronto Avenue Item 2 - Labor, material, and equipment to install sewer and water extensions to the propose~ Woodridge Estates development Item 3 - Labor and equipment to regrade and distribute excess Class 5, Aggregate Base from surcharge area on Tower Street Item 4 - Labor, material, and equipment to repair previously damaged curb box and gate valve box Item 5 - Labor and equipment to mill the bituminous pavement on existing Tower Street $ 2,000.00 $13,199.56 $ 534.00 $ 481. 06 $ 500.00 NET CHANGE ORDER $16,714.62 Amount of Original Contract Additions approved to date (Nos. Deductions approved to date (Nos. Contract amount to date Amount of this Change Order (Add) Revised Contract Amount 1 ) ) $ ~ $ S $ 382.105.00 8.452.63 0.00 390.557.63 16.714.62 407.272.25 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447.4230 / Fax (612) 447-4245 DATE: October 30 1991 CHANGE ORDER NO. 2 TO: Brown & crISt Inc. FOR: Prolect No. 90-12. Tower St. and Toronto Ave. ImDrovments FOR: Citv ol Prior LaK.ejUJ,M1n:e.so.ta_/ J () Approved as to Form: ~~ ~ l~ CITY ATTO.lU'4Ja' APPROVALS: Approved CITY OF PRIOR Owner By ~4~ /',j' ~ M~a~~or , , ~ . LAKE Respectfully SUbmitted, CITY OF PRIOR LAKE ENGINEERING DEPARTMENT Date Date ~~ Bruce Loney / J Project Engineer By Approv~d Brown & Cris. Inc. \ Contractor B0) ~u () AfJ;I.1.~ C!r:i) 11!r-~ I DaW Title HERITAGE 1891 COMMUNITY 1991 <{8J~./~~ 2Q9/ August 2, 1990 Mr. Chuck Weichselbaum, P.E. District state Aid Engineer MINNESOTA DEPARTMENT OF TRANSPORTATION 2055 North Lilac Drive Golden Valley, MN. 55422 RE: REPORT OF STATE AID CONTRACT, S.A.P. 201-113-01, TOWER STREET AND TORONTO AVENUE Dear Chuck: Enclosed is the City of Prior Lake's Report of State Aid Contract for the above referenced project. Also enclosed is a tabulation of bids received on July 16, 1990, participating/non-participating cost breakdown, and preliminary engineering cost breakdown with documentation for the project. No R/W Acquisition costs are being requested for this project. The following is an itemization of the eligible funds: BROWN & CRIS, INC. Bid Amount $382,105.00 $ 67,245.50 $314,859.50 Items not eligible for State Aid Funds: AMOUNT ELIGIBLE FOR MSAS FUNDING The amount of preliminary engineering costs eligible for MSA reimbursement is ten percent of the State participating contract amount. Preliminary engineering costs are being requested for MSA funds and was calculated to be $31,485.95. Total MSA funds being requested for this project is $346,345.45. Please begin the process to have the funding paid from our Municipal State Aid account. If you have any questions, please feel free to call me. Sincerely yours, B~e'!r Assistant City Engineer Enclosures cc: File, Project 90-12 (S.A.P. 201-113-01) 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 HERITAGE 1891 COMMUNITY 1991 CUTJ.3fJ-% 20J1 ADVERTISEMENT FOR BIDS STREET IMPROVEMENT - STORM SEWER, GRADING, AGGREGATE BASE, CONCRETE CURB & GUTTER, BITUMINOUS SURFACING, SIDEWALK, BIKEWAY, LIGHTING & APPURTENANT WORK CITY PROJECT NO. 90-12 TOWER STREET AND TORONTO AVENUE BIDS CLOSE JULY 16, 1990 PRIOR LAKE, MINNESOTA NOTICE IS HEREBY GIVEN that sealed proposals will be received by the City Council of the City of Prior Lake, Minnesota at the Prior Lake City Hall located at 4629 Dakota Street S.E., Prior Lake, Minnesota 55372 until 10:00 A.M. on the 16th day of July, 1990, and will be publicly opened at said time and place by two or more designated officers or agents of the City of Prior Lake, said proposals for the furnishing of all labor and materials for the construction, complete in place of the following: Approximate Quantities Common Excavation Subgrade Excavation Lightweight Fill Aggregate Base, Class 5 Bituminous Material for Mixture Bituminous Mixture Concrete Curb & Gutter, B618 Concrete Sidewalk Storm Sewer Pipe Storm Sewer Structures 3,150 CY 2,500 CY 6,500 CY 2,900 TONS 100 TONS 1,700 TONS 3,400 LF 14,500 SF 1,000 LF 12 EACH Proposals arriving after the designated time will be returned unopened. The Bids must be submitted on the proposal forms provided in accordance with contract documents, plans and specifications as prepared by the City of Prior Lake, 4629 Dakota Street S.E., Prior Lake, Minnesota 55372, upon deposit of fifty dollars ($50.00) per set. The full amount of the deposit for one set only of drawings and specifications will be returned to contractors who submit a bona fide bid and who return the drawings and specifications in good condition within fifteen (15) days after the opening of bids. 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 No bids will be considered unless sealed and filed with the City Clerk of Prior Lake and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the Clerk of the City of Prior Lake, for five (5%) percent of the amount bid to be forfeited as liquidated damages in the event that the bid be accepted and bidder shall fail to enter promptly into a written contract and furnish the required bond. No bids may be withdrawn for a period of thirty (30) days from the date of opening of bids. The City of Prior Lake reserves the right to reject anr or all bids. Further, the City reserves the right to accept a b1d higher than the lowest bid if, in the ~~~~~~ Oj1~the co~unCil,~e public interest will be better Dated: I. f ~ sl Da id ;. Unm " ht City Manager CifY of Prior Lake, Minnesota To be published in the Construction Bulletin on June 22th and June 29th, 1989. To be published in the Prior Lake American on June 25nd and July 2,1990. S.A.P. 201-113-01 STORM SEWER, GRADING, AGGREGATE BASE, CONCRETE CURB & GUTTER, BITUMINOUS SURFACING, SIDEWALK, BIKEWAY, LIGHTING AND APPURTENANT WORK TOWER STREET AND TORONTO AVENUE PRELIMINARY ENGINEERING COST SUMMARY CITY OF PRIOR lAKE ENGINEERING DEPARTMENT HOURLY NAME OF EMPLOYEE POSITION # OF HRS. RATE * TOTAL 1.) BRUCE LONEY ENGINEER 674 HRS. $46.42 $31,287.08 2. ) DOUG HARTMAN ENG. TECH. 567 HRS. $38.30 $21,716.10 3.) JOEL RUTHERFORD ENG. TECH. 695 HRS. $35.22 $24,477.90 4. ) KEITH MESSNER ENG. TECH. 47 HRS. $15.22 $ 715.34 5. ) KARL PECHOUS ENG. TECH. 60 HRS. $15.22 $ 913.20 * INCLUDES A 2.0 OVERHEAD FACTOR TOTAL $79,109.62 Preliminary Engineering Cost $79,109.62 % of non-participating items in contract - $67,245.50 $382,105.00 = 17.6% 17.6% of $79,109.62 = $13,923.29 Total Preliminary Engineering Cost for State participating items: $79,109.62 - $13,923.29 = $65.186.33 Maximum Amount Eligible for MSAS = 10% of State Participating Contract Amount = 10% of $314,859.50 = $31.485.95 Ka/DOT 30172 (lev. 12-14) BPOIT or STATE AID CONnACT S.A.'. No. 201-113-01 (Su~it one leport for each project nuaber.) (.....H (City) Prior Lake 10 TIll COtIClSSIOlIl1 or nAIISPOITATIOll: The (llIIItI6tJQ (City) of Prior Lake ha. entend into a CoDuact vith Brown & Cris. Inc. of T.:'I1c:evi11p for the coft.truction of the above Mfttioneel project whlch va. let Oft Julv 16. 1990 1ft the total a.ount of . 382.105.00 Surety for the full a.ount of the contract he. been provideel by Reliance Insurance C~apv . A portlOft of thl. cofttract. 1ft the a.oUftt of . 67.245.50 vill be paid for with local fund.. The r...iDder of the cOfttract In the .-ount of' 314.859.50 quallfle. for State Alel particlpatlon and fundiDI 1. reque.ted OD the followlDI be.l.: UlIAH (Cltie. over SOOO) . 314.859.50 troe Re&lllilr Acct.. OTIIII OTIID . . . . fro. Acct. · IUIAL KUIIIClPAL (under 50(0) troe Acct.. trOll Acct... troe Acct... I/W Acqula1tion co.te vUl (II) (DOt be) nque.tad frOll Acct.. 'nl1alury enliDeedlll co.te In the a.ount of .31,485.95 an henby req"eatecl. ~rt.: Engineering costs are for partici~atin2 MSA costs onl~. Dat" Au~st 2 . 19 90. '1pe~4/ ~)(Clt1) Enllft..f . 'elul.r. Munlcipal. Stat. Aiel IoDcl Account. ctl. MTI. etc. .. runel 29 (arlelse Crant); runel )0 (alcycle Cr.nt); Town arlel.e, etc. lOTI: Sub.lt to Dlatdct State Aiel Inlineer I ! i .. ! i :; f a i ;; I '~ ~ ~l iI ~ a ~ i .. ~ ~ ; . f ~ ~ I ! ~ I ~ i ~ .~ ~ I' - ~I: I~'" :- . ~AI ~,~ ! i ~ I ~ :i ! ; ~ i a! 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I j ... oM ~ ~ + !i 5 I I " i .. I I~\ !I :i~~ - .. ~5 :1 2- ;' ~ -. "' i~ f;~' - -~ ~ t ~ .., 1i! :.:I C J HERITAGE 1891 COMMUNITY 1991 1YJ~.A/' 2Q91 November 20, 1991 Mr. Glenn Kessel LOMMEN, NELSON, COLE & STAGEBERG, P.A. 1800 IDS Center 80 South Eighth Street Minneapolis, MN 55402 RE: CHANGE ORDER NO. 2 - PROJECT 90-12 SUPPLEMENTAL AGREEMENT NO. 3 & 4 - PROJECT 89-01 Dear Glenn: As per our telephone conversation on November 20, 1991, I am enclosing the signature sheets for Change Order No. 2 on Project 90-12, Toronto Avenue and Tower Street Improvements, and for Supplemental Agreements No. 3 & 4 on Project 89-01, Trunk Highway 13 and Fish Point Road Improvements for your signature in the Approved as to form area. These items were on the November 18, 1991 City Council Consent Agenda and were passed by Council. I am also enclosing the Council Agenda reports for each item for your information. If you have any questions regarding the above information, please feel free to call me. Sin~;;rely yours, ;{J ./) 'h a/ /c7d/ff ~t!._ Bruce Loney, P.E. Assistant City Engineer CITY OF PRIOR LAKE BL:jlp Enclosures 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph, (612) 447-4230 / Fax (612) 447-4245 HERITAGE 1891 COMMUNITY 1991 W'J.5(!).JV .2Q91 CHANGE ORDER CITY OF PRIOR LAKE 4629 DAKOTA STREET S.E. PRIOR LAKE, MN. 55372 DATE: TO: FOR: FOR: October 30t 1991 CHANGE ORDER NO. 2 Brown & Cr~st Inc. Pr01ect No. 90-12, Tower St. & Toronto AVe. Imorovements Cltv of Prior Lake, Minnesota You are hereby directed to make the following change to your contract dated Julv 16, 1990 . The change and the work affected thereby 1s subject to all contract stipulations and covenants. This Change Order will (increase) the contract sum by Sixteen Thousand, Seven Hundredt Fourteen and 62/100 Dollars (16,714.62 ). Item 1 - Labor, material, and equipment for installing storm sewer outlet on Toronto Avenue Item 2 - Labor, material, and equipment to install sewer and water extensions to the proposed. Woodridge Estates development ' Item 3 - Labor and equipment to regrade and distribute excess Class 5, Aggregate Base from surcharge area on Tower street Item 4 - Labor, material, and equipment to repair previously damaged curb box and gate valve box Item 5 - Labor and equipment to mill the bituminous pavement on existing Tower street $ 2,000.00 $13,199.56 $ 534.00 $ 481.06 $ 500.00 NET CHANGE ORDER $16,714.62 Amount of Original Contract Additions approved to date (Nos. Deductions approved to date (Nos. Contract amount to date Amount of this Change Order (Add) Revised Contract Amount 1 $ $ s $ ~ 382,105.00 8,452.63 0.00 390,557.63 16,714.62 407,272.25 4629 Dakota St. S.E., Prior Lake. Minnesota 55372 I Ph. (612) 447.4230 I Fax (612) 4474245 DATE: October 30. 1991 , TO: Brown & Crlst Inc. FOR: Pro1ect No. 90-12. Tower St. and Toronto Ave. Imorovrnents FOR: Cltv of Prlor Lake. Mlnnesota ~ Approved as to Form: CHANGE ORDER NO. 2 CITY ATTORNEY APPROVALS: Approved CITY OF PRIOR LAKE ~ Owner By -~r/_ d~ .y ~}~iTlf'V Date I Cltif M~ Date Approved Brown & Cris. Inc. Contractor Respectfully Submitted, CITY OF PRIOR LAKE ENGINEERING DEPARTMENT ~~ Bruce Loney I / Project Engineer' ~~(e{(:O{;IDAOJ.("((1 / It/Jr,; Da~e Title c.~) INTER-OFFICE MEMO MEMORANDUM DATE: MAYOR & CITY COUNCILMEMBERS DAVID J. UNMACHT, CITY MANAGER ~BRUCE LONEY, ASSISTANT CITY ENGINEER . IEXTRA WORK FOR PROJECT NO. 90-12, TOWER STREET AND TORONTO AVENUE MAY 14, 1991 TO: FROM: SUBJECT: Please find attached to this memorandum a supplemental agreement for proposed extra work on state Aid Project 201-113-01 which is also known as City Project No. 90-12. There are three work items listed on the supplemental agreement that are needed to properly complete the road improvements. These items are summarized as follows: 1.) Removal of the surcharged Class 5 aggregate base material placed on the lightweight fill area. 2. ) A storm sewer outlet and ditch for Toronto Avenue drainage. 3. ) A bituminous overlay on Tower Street from station 13 + 50 to station 16 + 50. The estimated cost of these extra work items is $5,249.00 and are eligible for MSA reimbursement by submitting this supplemental agreement to the District state Aid Engineer. A formal change order will be submitted to Council for approval after the work has been completed. Staff is requesting Council review this proposed extra work for Project No. 90-12 and asks that Councilmembers contact the city Manager by May 20, 1991 if there is a problem on proceeding with the work as proposed. \ 6/'. r1~ ""to.''';V' If""'. I.",.... .'VJ pol "'''''J ~TATE Of MINNE&OTA DEPARTMENT OF TRANSPORTATION Supp. to Contract N~. _ SUPPLEMENTAL AGREEMENT No. 2 Shttt _ 1 _ of-1... COntrac:tor. Ftderal PfOiOC1: 61,.. Projecl No; Brown & Cris, Inc. Add,...: East Frontage Road of 1-35 19740 Kenrick Avenue Lakeville, MN 55044 201-113-01 Location; Vin~ Street. Tower Street, and Toronto Avenue between CSAH 23 and CSAH 39 PIO NO. F Y. ACCOUrlf I 0 0ep\.JO~ . $eQ\IInCle No. Suffix Object "'enejor T~ Amount 01 ... Pvrdlau T.,,,,. A.Mt No C.CO.1 c.coa C.CO,3 C,CO' C.COO OOONET TYPE OF A.o ( M1( Dated _ Number Entered by TRANSACTION; A44 ( ) .45 ( )A46( ) Dated _ Number Entored by This contract Is amended .. tollows: WHEREAS: The Engineer decided that the following described items and their estimated costs should be added to the existing contract, 1. In the lightweight embankment fill area, a surcharge using Additional Class 5 material to be placed above the final bituminous pavement grade is rec. ~~!d by the Soils Engineer in order to obtain additional settlement of the embankment before paving. Excess Class 5 aggregate base will be used as above in other locations of the project. 2. Toronto Avenue Storm Sewer outlet has not been constructed by adjacent site development, and an outlet needs to be provided to prevent saturation of Toronto Avenue subgrade A 15" PVC pipe - 42 feet in length along with ditch grading is needed to provide the outlet on Toronto Avenue. 3. On Tower Street, from Station 13 + 55 to Tower Street and Toronto Avenue intersection, a bituminous overlay should be placed to account for elevation differences between new concrete curb and gutter and existing pavement. Bituminous wearing course, tack coat, adjustments to manhole castings and gate valves will be paid at the contract unit price. Milling of bituminous pavement is needed to properly place bituminous overlay in this area. ESTIMATE OF COST #1 Removal of Class 5 Aggre~ate Base Surcharge to other locatIons on project. A. EQUIPMENT RENTAL/FRONT END LOADER B. EQUIPMENT RENTAL/MOTOR GRADER 3 Hours 3 Hours $ 98.00 5 80.00 $ 294.00 5 240.00 5 534.00 ESTIMATED SUBTOTAL ITEM #1 #2 PLACE STORM SEWER PIPE AND GRADING OF DITCHES A. NEGOTIATED PRICE FOR WORK Lump Sum 52,000.00 ESTIMATED SUBTOTAL ITEM #2 52,000.00 #3 BITUMINOUS OVERLAY. TOWER STREET STATION 13 + 50 TO STATION 16 + 50 A. B. C. D. E. F. 2341 BITUMINOUS MATERIAL FOR MATURE 2341 WEARING COURSE MATURE (MODIFIED) BITUMINOUS MATERIAL FOR TACK COAT ADJUST FRAME AND RING CASTINGS ADJUST GATE VALVE . WATER MILL BITUMINOUS PAVEMENT 4.5 Tons 72 Tons 50 GaL lons 1 Each 2 Each Lump Sum ESTIMATED 5130.00 $ 15.00 $ 2.00 5150.00 5150.00 SUBTOTAL ITEM #3 5 585.00 51,080.00 $ 100.00 5 150.00 5 300.00 5 500.00 5c:,n:>.uu ESTIMATED TOTAL ITEMS, 1, 2, & 3 55,249.00 APPROVED: Commlssion.r ot Administration APPROVED: Commitiaoner ot Financ. Origin.l Contracl O.,~ ProjeCt E~~ By By Approved as to form and execution Dated Con1rii~ Dated Oate(i o.ttcL . OtItriCt ~ngI,,", Assltlenl Anorney Genet.. Dated Aflenr:t HtI4 Original to State Auditor - Copy to Agency Form IC-134 Rev. 9/89 Minnesota Department of Revenue Withholding Affidavit for Contractors This affidavit must be approved by the Minnesota Department of Revenue before the State of Minnesota or any of its subdivisions can make final payment to contractors. Company name Brown & Cris, Inc. Address 19740 Kenrick Ave. Minnesota 10 number 6279608 Monthlyear work began 8/90 City Lakeville, State MN. Zip Code 55044 Monthlyear work ended 8/92 Total contract amount: 398,778.58 Telephone number (612 ) 469-2121 Amount still due: 8,493.67 Oid you have employees work on this project? If none, explain who did the work: Yes Project number: Project location: Project owner: Address 90-12 Prior Lake City of Prior Lake Check the box that describes your involvement in the project and fill in all information requested in that category: D Sole contractor D Subcontractor If you are a subcontractor, fill in the name and address of the contractor that hired you: Business name If you subcontracted out any work on this project, all of your subcontractors must file their own IC-134 affidavits and have them certified by the Department of Revenue before you can file your affidavit. For each subcontractor you had, fill in the business information below, and attach a copy of each subcontractor's certified IC-134. (If you need more space, attach a separate sheet.) Address Owner/Officer I!J Prime Contractor Friedges Landscaping 9380 202nd St. Lakeville. MN. McNamara Contracting 14605 Johnnv Cake Ridge Rd. Apple Valley, MN. MN. State Curb & Gutter 6801 W. 150th St. Apple Valley, MN. Ridgedale Electric P.O. Box 450 Long Lake, MN. I declare that all information I have filled in on this form is true and complete to the best of my knowledge and belief. I authorize the Department of Revenue to disclose pertinent information relating to this project, including sending copies of this form, rJ1 to the prime contractor i.f I /1m a subcontractor, and to any subcontractors if I am a prime contractor, and to the contra. cting agency. Contr ar/s:gna.,tu1J II 4 n . Title Date ~ ~~~ CFO Q-Q-Q? For certification, mail to: Minnesota Department of Revenue, Business Trust Tax Section Mail Station 6610, St. Paul, MN 55146-6610 Certificate of Compliance with Minnesota Income Tax Withholding Law Based on records of the Minnesota Department of Revenue, I certify that the contractor who has signed this certificate has fulfilled all the requirements of Minnesota Statutes 290.92 and 290.97 concerning the withholding of Minnesota income tax from wages paid to employees relating to contract services with the state of Minnesota and/or its subdivisions. Signatu~par ed De artment a..f Revenue a~ici.i"7 . j? 7~ ~;;: .-'J// ~ / .{ ""-- _ ~/'_;"__ Zt'-~5!i:-- ('7/ ';',,_ ------ Date SEP 1 5 .}9f!2 Instructions for form IC-134 Who should file? If you are a prime contractor, a contractor, or a subcontractor who did work on a project for the state of Minnesota or any of its local government subdivisions - such as a county, city, or school district - you must file form IC-134 with the Minne- sota Department of Revenue. This affidavit must be certified and returned before the state or any of its subdivisions can make final payment for your work. When to file The IC-134 cannot be processed until you are finished with the work. Do not send the affidavit in for certification before the project is completed since it will only be returned to you unprocessed. If you are a subcontractor or sole contractor, file form IC-134 when you have completed your part of the project. If you are a prime contractor, file form IC-134 when the entire project is completed and you have received certified affidavits from all of your subcontractors. Where to file Fill out form IC-134 and mail the original and one copy to: Minnesota Department of Revenue Business Trust Tax Section Mail Station 6610 St. Paul, MN 55146-6610 How to file If you have fulfilled the requirements of the withholding tax laws of Minnesota, the Department of Revenue will sign your affidavit, keep the copy, and return the original to you. If any withholding payments are due to the state, Minne. sota law (M.S. 290.97) requires that payment must be made by only money order, cashiers check, certified check, or cash. Take the certified affidavit to your prime contractor or to the governmental unit for which the work was done in order to receive your final payment. Minnesota tax identification number You must fill in your Minnesota tax identification number on the form. You must have a Minnesota tax ID number if you have employees who work in Minnesota. If you need a number, get form MBA, Application for Tax Identification Number, and file it with the Minnesota Depart- ment of Revenue. To get form MBA, call 296-3781 from the Twin Cities area or 1-800-652-9094 from elsewhere in Minnesota, or write to Minnesota Tax Forms, Mail Station 7131, St. Paul, MN 55146-7131. You do not need a Minnesota identification number if you have no employees and did all the work yourself. If this is the case, fill in your Social Security number in the space for Minnesota ID number and explain who did the work. Are you a prime contractor and a subcon- tractor on the same project? If you are a subcontractor who was hired to do work on a project and you subcontract all or a part of your portion of the project to another contractor, you become a prime contractor as well. If this is the case, fill out both the subcontractor and prime contractor areas on a single form. Use of information The Department of Revenue needs all the information, except your phone number, to determine whether you have met all state income tax withholding requirements. If all required information is not provided, the IC-134 will be returned to you for completion. All information on this affidavit is guaranteed private by state law. It cannot be given to others without your permission, except to the Internal Revenue Service, other states that guarantee that it will be kept private, and certain state or county agencies. If you need help or additional information to fill out this form, call 296-6181 in the Twin Cities area. From elsewhere in Minnesota and from outside the state, call (toll-free) 1-800- 657-3777. SEP- 9-92 WED 11:24 FRIEDGES LANDSCAPING INC SEP-09-1992 11= 18 FR(I4 ~~.. aus. lHe. FAX NO, 6124691755 TO p, 02 4GSl 1?55 p.ea Fann 10-134 ..... .. ...... ....__ af~ WIthholding AfIIcIavit for ~ntr.otor8 Tlfr; ~ nutl;Jl " ~ I '. III bJ" ....... o.-lmIIr4 (If HIMItHI DIflR 1hI 8IIe rI,..~a..~~rlb~,*,"'IlniII""'lu~ ~. ",.. .-......,... Jll:i..c1.p11 1.aaQ1l.0J~ 3S26" 1 l!1& 2Q2nd st. Yellt ( '10't9O*""" G1r -... ......-... ~v411"",. Q. 5.5044 8/9a 'Ii ." .,,,,,, ( 612) lt69-2996 Did)'QU tlM.... -'t em 1N8pqect'l H ....,... whJdId ttewolle -.' les o SoIe1;CllbllllGtlW III SUIlCCIntraclO' J__ ....-._.--~ IIuIfn8I8 ~ If,ou __~. trIl il'l .. NIne and aIIdIeIS GltIII ad1IlIDf M h1rad JOll. Tl1~. 19740 K~dCl'k ...~, ~~J.~ lIII~ S~- IfJQ\lo~ _8lfI"CI1_~8II~~~";"'" m_1Ia thctirown 10-'114......... tIDe Ihern SlIdIitd lrtbt ~afLJR.1I bInlu)'G&l oan tIe)Wl' lfIIIidIItIt. JW ~ ~.d:V,au hiId. fiI in.... II 'f ~ bAkM.;md IlHBdI II mpr gf -* ...."'...;,'.', 's QI!ICtft8d 1C-1M. (If JVU l1IlId 11'lln,~. .~. aIIad1 a,~ '\<'"'' l" ".eL) ~ _ D-,al-- '&rnwn iir Cf'1... o PrIme <<:rorA.... -" -- ......... .... . r~.J~""-'R~_~"'If' ,~. ~-..!~...."..=-~...,.... r.,: ," ..... ~" AiIIIMIl*t6...... .......1I!iU. __ ......16........ .......... m"_-ll...,.~_____..mO~:;:~~Ad~~-? FOr ~. malBr.~ N\f1rIISfI. ~ofl\. ...' " ., s..IiIi- TnIIlr.1IQIorl Mal Glatiln 1iI1~ St. PIlI. MNii""""O ~_ ~....... _'11* ......,......~.... =a:l;;"~~=r~~::=a~~~:fram wages flIid 10.~ ndalf\; ta __........ __... of MtI1MIGtilIJldler Its ". 1J];- '~-J ) / I -.. -~ . ~ L!t 1; ',0lAifct/l/'---. SEP 1 t\ ',n1\.'l.. t/ -r.r.n- Tam.. P.02 SEP- ~-~2 ~ED 17:40 l'lIItlI'llfonrl Fax Transmittal Memo 7672 1b /Ilk ~ Ccmpony ~tr a;...... tJi.- Loalloll j..~ ~ FlU ~~, - j;) If";] ....' MCNAMARA CONTRACTXNG p _ 01 So'i-f" 2/~1 No,""" . Fro", COftlIlIllI' \.aaIlIlII FIX' I TrldIr'. - ,If ~ TtM51';to- "'/k,~ ... JIf(it~,.....,... .... ~ihJhM ~,CItMgI :fl~7/-;;' ..~,ni.. Y';1;l 7/"1/ O~'l"'" " o"";"--Efc;'l\lr.p _nil 0.....1 llIIpcllllOn; {d- J;- . ~ f..R#'l/L- ~ /.1>' -' ,"" ," ... . 11'1' ..... MSnneIOll. Depattmenl of Revenl.le Withholding AffldaYlt for COntractors Thlullld..1llUII1I81fl1l1'lMld IIr fit ...rmnta t, ." "',' ,,!If Fl1rtInle ~,. SlIM oIl\ttanuClII or IW'f 0/ Itt ~~ t1II1 nil"' !lIla1 ~lMIItlD t:Ill/I1lICtD!l. _rti__ 92162.52 ~"'I!\" 10/90 L", _<<Golf 8/92 ,."..--- 52..007.22 _!lUdllllr. ~.200.7Z Pl;jeGt~ 90";12' ~iaadln: Pnox &.aD P'leiM_ \01107 OJ: n..or I.aM AddIt8I t.. rOml 1<>134 ~... ~- KcJia&1:a CoDtr~t~! co. ::Trot... MdIW 14605 JoInmy Cake lids- lo&!! 011 .._ClIft Apple Vil.Uey D. 55124 (612 } 432-7171 DId ,.au haW t . i. i' , "I WllI'k fI1 tI11s pQject'l 1l1'O'M1, .,wn wtlo cId h WCIIt; 17- 1 - -,-~ 1T 11'" ~- 17'" - .~.- --, ",,-.- CILmlII"... WK nret " .. . 'O''')IOUr AmI" ""lit the fit"Jcct """ _In "".1, ""',"~ In 1IaIt~: o IGII WI.... (J 8\,II)C>llIl~ If yalol Qr8 . lubODnIrllCllOr. IlIIll'Ib name and add... of the conraaIlIf lhat hb<<I you: JI'o'WII . Cn.. IDQ. 19740 1:.am::ta.1r. Av.. Ir.~.. D. 55044 LJ PrImt 1",1,., I, .., ,. . ytIU ~ out 8fI'/ work em lt1lI DRdeOt all at your euaacmtl'!lCtDrI m\llSl tlle bIr DWn 1e-'3hllldallll8llnd haW tIl8nH:1I11M1CI by Ihe De,. , , Lift en.: .Ie beforll/Olol ClIIl tie yo<< allldelll. FvrHClh 8l.." ,,~)'CIII-, fill ih "'-IM."" '.IIn1or.,,;, ,,!loIavt'IInCIIII8QIt. DOPV ottadUUtlllClft....,_. .,Cer01Ied JC..134. (If~ nHd IIllRIptClt.aaadta. """'''. stleet.) ElulIine!IIl.,..,. ~ ~ -. I--:~.( ," 1"1=L.III~t4~",a:ri~ll;I"'~IIIl1Yr.., ;'''NlIIlI~ .. r ..,.", " ...... , ' . , , peIIMftl""'" ,.....,.11I_ ~ 1lIIWnD....... ClIIllII CIItlIIlllrm, ~1IlIr;:zJi1"1I1111--"""" ...._.u'"..,." Illlllll- ....11"'........... ,.,.- '~. " I. H ., ~" ..,' ~ f. fh , .. ... ;2- '- Por ~on. rMII \IQ; &" ,."...,,,,, ,,' .,allfI...-rlU-,ltI . ",., Tn*TlIX"'Q" McDl'Stat\an Y10, at. PIIil. MN 551*",D CeItIicIII It COnIpIInot 'It"" Mlllatsllta IncOme Tall ~ LIIW Baaed on" .. :. otthe Mi ,. ,',," De.",.., "ofAlwera>>, I_fy that 1M .. ,.", "rwha hUlllgnGCItlifcerlifleatthas tuIIllIed..1he requ. '. '." . of." . .,,,.., StIIIul8lI ._ .m llSlO.lf7 QOI\CIn'Ilng tM wllhholdtnl 01 MtnnlllOfA InOOIM tu 'rom wlIQN paicllD ".... ... relallnG \10 ccntraCt Ul"tI\cUwIIh "" _ 01 Mi., i .. ,1<<lCllM~" subdMllcns. V7~ :g;L7# f./. ~ -~ ..fA SET>" 1 5 \M2 ,'-- /16L-~1(,... '" --ru "I"nTOl ~...., _Cf""P 09 '92 01:31PM AVR Itc 51:,-:- :-~:I.':r.U u; 1~ 1"'1<<:1'I ~ S. CRIS. INC. TO P.l 4J2 -r.>.. P. Z!' T........ ( 611) 432-7131 L'Id_ a......~_ weft."__ ,..... .... dIcl... WGIfc: MInnI8ot8 DepatIaW4 of...... WIthholding Affidavit for Contractors '"* .... ftlUII be .......w... ,.,. .... elll""'" at ,..... bIIote lit .. 01...111.... M'1IPj fit. ""..,..can..IinIJ......1O liiIII..... __ID_ 3247010 .............. 10{!O . _ MIIIlHJIW........ '/92 .,... ..... '~,~,~7,:J.2S MlIIIIII. .... 3.Ul..~2 ~~ 90...12 PftIieaI~ n10~ .a,au ~--= \t1~' en: 1'r1Or lI&U -- ~....,.. ....., ........ ytHIt' 11I_" MIlt" ...."".,._.",.. "~It ......",.,,,,.... ~ I,llIIt* S5124 IIcmn 10-134 ....,. lilt .... ... MiaM~u S1:ace Cu%b . c"..ttez .... aOl v.c 1501:" St. CIIr .. 1."18 V&11e,.. .. 'i'e. a .. _hOIOt I!J 8\ItIOOMnI'~""r 11 If yay .... tlAloOr....... tlln.......... __ Of .. .......... hit" you: 'I'I'IIWft . Cz-i... lue:.. 19740 bD.d.e'k 1_. ~ri11e. d. 55044 o ....... ew...... ')'aU~ Cd., wort en" pq.c; II d,our ~__II'UIIC...... own .,..134"'" hlMihePt cartIied Wh ~ of,........ JDU..... JOII' IIIicIaVit. ,.,.... ~"*,:yo&I"'" .. 1ft ,.....n- .........".MWw,.... ..... .. capr 01.... ~11l4lClQl"s ....1C-134. (lyau.....,.,.....-.n. ...- tl'leIl> 111i". __ MnB DIon..dClftll:8r ~, - I J 1.....lIIIJ~!...III_~......_IlInn..._-_......l......~~~: .~............ .. ~d....... ........................ ~................... "flilIfMlrI, j1?:'lM __If~,.... w"~III_,,!lJI/pl!~~'I_.lIlInw-.~...tlI"'~'" " ., -- /' ..- ......... . ?~? 'J..-) //f.'i" ./' /l / _......j / ~7r~, I < ~A _ ....,. ,...'k:.t",.),dl.",..~ #J~",~","'1 .,-" For r>>rIIoIIion. 1IIaI1Ir.. ~ . ......... ~ aI........, ~ TnatTu tNcIiaI1 ... __ 1110. 8t. Pmt ....151......'0 0IrIIfi0IIt 01 CompIIanCI wIIb .....all.....tu WitIIbDIcIInD .... IiIIU8d on AIClGIdI.- 'N ""...1. ~.,"'CII ~ t ...,_,.......... wl'IO" ~ .,.. ...... IlIffifled "IN ......... f1f ....... 8IIIUtas ao..ta and Z9O.I7 ~"'IO" ""'~~ of MinnMota InDDme 1IX tronI wao-_m empla)lHI..... conwaat.... ~"... of ......... illlUbdiWIdone. · . i( :P 1If t&;fd cUJ'.- SEP 1 5 1~2. TOT~ P.II2 .,._~_..~,L.-...~__,....""'_.,.."~.~.-_~_.."."_..<.,,._'^._'~' ....----,------....-...-- P.02 ~lIll'llllrM ( 612 ) 473-2il4 Did you haw tmpIor"* work M t.Iis projed? Yes It none. '*PlaIt) who did Itle 'W\lI\. WED 12:52 Minn~.. ~ to:. Department of Revenue Withholding Affidavit for Contractors Thfs Itfldavll must be ~ br the Ml~ 0eparlmetJI of Ro\Ienue befool IV ~ of MiI'IllesaQ at any of itQ tubdivltiians * mako'inal pa)'t1ent 10 GO. ,~.IIt~I1, ~1011#!1tJ11' 5795678 1.1., ," ,'" ......~..- 10/90 ~won:7iiliM-'- 8192 TOIII ~....: &/IIOl/tlt: 27,926.00 ~_M: ...... __~6..3() F .J' ~. nurnber: 90-12 Projtl;t Iotatk~ -"1'101' La.k.e. ~o~~ ~1ty O~ ~r10r Lak~ Address sa.. MN. ZlP~ 55456 SEP- 9-92 I Qrm IC..134 At\l."9 -........- ~roy Il:lM R1dg.dale Electric AddIllY 1'.0. Bo,x 450 ClfI' , tong La)ce. - 1" 11 - T..h ~- ~ I nJJI' - - - J\ Chfdr ,,-!lOr fItIIf diwlClh. y(Nt'''~ In ". prt.tJ.cf MId fHI 1ft,,11 t ,\, I " I. . ~Ion 1Pt1'~ 1ft rlMt r.MfttJMr, o Sote~~~,...~.r {! $ubcontractat If you are a subccm\Jac:tor, fill in the name aIld acldf~ 01 U. _. '" olICtor d1at hlred you; ~town &;Crls. Inc. 19740 Kenr!~k AVe. Lakevil1., MN, 55044 CI Prime CDl'llrlOtOr If roll subContrac.ted out any wort( on thia projct. all of )'QUI' subCOntraclo1'S must fill' their own tc.134 affidavitg and have 119m c.lr\.l1ed by lh6 Oepartr.\9nt 01 R~1.Ie bofom you (lQr\ file your "ff"~ ~or oach sub_./.....cforVOlJ h~, fill in tho businet.c: .:~,".atiotl.~1 and ..flanh It ".0(1)' of each $l.IocontraCtor's certified 1{)..134. (If you need more space. attach a separat& $t'leet.) _Buanen nama Ad6r~ (MrerlOff'lL'fJ' ....... .."r....' '....1..-..- ..oNII............1W - -- ----.----.-..- :t ~ n ' ' rr 1" I - - r ,- ,~"""'iMI . ",. Ihfl'l'tMHIrtGfll!lit~"l'IWlWld~-f'le~otMJ~.i~~""', l~ tilt O9paMlOft ot fItv'tIlua 10 ckeIoSe p!ittintlt irJorIMtiOl'l relali.'lQ ~ tIIa ~. ~ -1'ItSIilO ~ 01 tNs brft. +... rJ:r="",-,~,,_~tl""~_'''''''~ bin <._ ~ 9.$/"16...- . For osrtif'ca'lkJn, mall tc: Min~so1a Oepartmerlt Qf Revenut, a\!~ss "rrust 'fax SecIiOO MaD Station 8610. St Paul. MN 5514&.c.G10 'I III Qdficett of eompr.nce .nth Minne~ fne~ Tl:D: WKr.hoktlrti LaW Et~ Ql'1 n::cal'd!l of tile Mlnnesow Dep.artln~ af Aevenuer r CftI'1l!'y mat ttle OOfllfaCU)l' WhclI'lU Signed tnt.S cenmoate nas furfiQed all1hs tequlrements of Mirln$$ota SlatlJtes 29(1.~ II'ld 290.91 conoemIn; the wilhl1olcling_ of Mfnnesota In<:ome tax rrom wages j)3id to ~mptoyees relatl"i to oontract ~lces.wich ~e ~ d MinnF,r..ota and/Dr Its $Ubd'rvlsions. . ~~;(~;lt f/f, ~vcl~ 1["p 1 !' ~ .~-...,~.. ..-ol.__ Form No. 120-M (1031) Miller-Davis Co., Minneapolis (10-3-86) Minnesota Uniform Conveyancing Blanks (1986) RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS Datecl' September 22, 19~ The undersigned here by acknowledges receipt of the sum of $ 398, 778 . 58 CHECK ONLY ONE 1) =:J 2) D as partial payment for labor, skill and material furnished as payment for all labor, skill and material furnished or to be furnished (except the sum of ~ retainage or holdback) 3) L.:J as full and final payment for all labor, skill and material furnished or to be furnished to the following described real property: (legal description, street address or project name) Project 90-12, Prior Lake, MN. Brown & Cris, Inc. Job #803 and for value l'eceived hereby waives all rights acquired by the undersigned to file or record mechanic's liens against said real property for labor, skill or material furnished to said real property (only for the amount paid if Box 1 is checked, and except for retainage shown if Box 2 is checked). The undersigned affirms that all material furnished by the undersigned has been paid for, and all subcontractors employed by the undersigned have been paid in full, EXCEPT: d ~:JL'C '",. Tn('. - ;:- j' J f) ()," B- I _' <-<.:-/ A~lrL-~ C"FO (Title) NOTE: If this instrument is executed by a cor- poration, it must be signed by an of- ficer, and if executed by a partnership, it must be signed by a partner. 1Q740 Kpnri('k ~v~. (Addre.. ) T.;:!kp"i 11 P. WJ. ';')044 Cedarleaf, Cedarleaf & Cedarleaf, Inc. SURETY BOND AND INSURANCE SPECIALISTS TO: City of Prior Lake, MN RE: Bond No. 1914482 Brown & Cris, Inc., Contractor . FOR: proj. No. 90~12, Tower St. & Toronto Ave. Improvements, Prior Lake, MN whose performance is guaranteed by the above bond has requested our consent to the payment, at your option, of any or all monies due on this project according to the provisions of the contract. Consent is hereby given to the payment of any or all monies due and it is agreed that such action on your part will not operate to qualify nor invalidate the bond. Dated this 16th day of September 19 92 . 1."'/ I: ~ MEMBE~ .... 360 WEST LARPENTEUR AVENUE. P.O. BOX 64717' ST. PAUL, MINNESOTA 55164. (612) 488-6666. FAX (612) 488.9932 INTER-OFFICE MEMO M E M 0 RAN DUM TO: FROM: SUBJECT: DATE: RALPH TESCHNER, DIRECTOR OF FINANCE PI BRUCE LONEY, ASSISTANT CITY ENGINEER~' PAYMENT FOR PERMANENT EASEMENTS ON CITY PROJECT TOWER STREET & TORONTO AVENUE OCTOBER 29, 1990 #90-12, A signed easement has been acquired from Ryan construction Company of Minnesota, Inc. so that improvements can be made on Tower Street. The easement acquisition amount is $230.65 (see attached letter) and a check should be made to the property owners in this amount. This project is currently under construction and a check should be processed as soon as possible and the money should be taken out of account number 501-48105-504, Right of Way Acquisition for the Tower street and Toronto Avenue improvements project No. 90-12. HER/TAGE /891 COMMUNITY 1991 C{dJ9!)';v 2Q.91 ~. May 22, 1990 Ms. vivian J. Brown %Mr. Duane E. Joseph DORSEY & WHITNEY 2200 1st Bank Place East Minneapolis, MN 55402 RE: EASEMENT ACQUISITION FOR PROJECT #90-12 TOWER STREET AND TORONTO AVENUE IMPROVEMENTS Dear Ms. Brown: This letter is in regard to the recent conversations that we have had in the past few weeks concerning the proposed easement that the City of Prior Lake would like to acquire from you for its street improvements on the above referenced project. Please find enclosed the proposed easement and a sketch showing the easement area, both permanent and temporary, to construct a five (5) foot sidewalk with a nine (9) foot boulevard area between the street curb and the sidewalk. The twenty (20) foot temporary easement is needed to grade the propert~ so that it would drain towards the street and remove the dltch in this area. Previously, you were told that the city would pay $1.60/square foot for permanent easements and $.16/square foot for temporary easements on this project. The amount for your easement as shown on the attached sketch is approximatelY $3,288.69. In addition, the City would restore all disturbed areas as part of the project cost including removing and replacing the split rail wood fence along the west lot line. Earlier, you indicated that you did not want to sign an easement as the property known as Towers West Apartments was in the process of being sold. To date, .the sale has not been accomplished and our plans for Improvement project #90-12 are almost complete. As mentioned to you on May 21, 1990, the city will build the sidewalk within the existing right-of-way and leave the existing ditch in place behind the sidewalk if an easement is not obtained. 4629 Dakota 51. 5.E.. Prior Lake, Minnesota 55372 I Ph. (612) 447.4230 I Fax (612) 447.4245 HERITAGE 1891 COMMUNITY 1991 18J$JV 2031 May 17, 1990 4 Mr. John Kelly RYAN CONSTRUCTION COMPANY OF MINNESOTA, INC. 900 2nd Avenue suite 700 Minneapolis, MN 55402 RE: EASEMENT FOR STREET IMPROVEMENT PROJECT #90-12 TOWER STREET IN THE CITY OF PRIOR LAKE Dear Mr. Kelly: Enclosed is the easement and sketch of the easement as we previously discussed on the telephone for the above referenced street improvement on the property owned by Ryan construction company of Minnesota. Inc. As mentioned previously, the city of prior Lake will pay $1.60/square foot for the easement. The easement area be'ng proposed has 144 square feet, thuS the payment for the easement will be a total of $230.65. payment of the easement will be made upon receipt of a signed easement. This easement is being requested as it will allow the city more area to place an eight foot wide bituminous bike path. This bike path will ultimatelY go to the pond's Athletic complex and Trunk Highway 13. Please review the enclosed easement and if you have any questions, feel free to contact me at city Hall. sincerely yours, ~d7 Bruce Loney, p.E. Assistant city Engineer CITY OF PRIOR LAKE BL:jlp J Enclosures 4629 Dakota SI. S.E., Prior Lake, Minnesota 55372 I Ph. (612) 447.4230 I Fa. (612) 4474245 HERITAGE 1891 COMMUNITY 1991 18JS(!k~/' 2((91 M E M 0 RAN 0 U M DATE: RALPH TESCHNER, DIRECTOR OF FINANCE ~ BRUCE LONEY, ASSISTANT CITY ENGINEER~~ PAYMENT FOR PERMANENT AND TEMPORARY CONSTRUCTION EASEMENTS ON CITY PROJECT #90-12, TOWER STREET & TORONTO AVENUE MAY 7, 1990 TO: FROM: I SUBJECT: An easement has been acquired from Bob and vivian Brown so that improvements can be made on Toronto Avenue. The easement acquisition amount is $3,288.69 (see attached letter) and a check should be made to the property owners in this amount. This project is currently under construction and a check should be processed as soon as possible. 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 PRELIMINARY REPORT AND ESTIMATE OF COST FOR THE CITY OF PRIOR LAKE PUBLIC IMPROVEMENT PROJECT NO. 90-12 STREET IMPROVEMENT - STORM SEWER, GRADING AGGREGATE BASE, CONCRETE CURB AND GUTTER, BITUMINOUS SURFACING, SIDEWALK, BIKEWAY, LIGHTING, AND APPURTENANT WORK FEBRUARY 20, 1990 I. TYPE OF WORK The general nature of the improvement project is for the upgrading of Toronto Avenue from Tower Street to Trunk Highway 13, the realignment of Tower Street and Vine Street, and the realignment of Duluth Avenue to the realignment of Tower Street and Vine Street. Improvements in this project include storm sewer, grading, aggregate base, concrete curb and gutter, bituminous surfacing, sidewalks, bikeways, lighting, and landscaping. II. LOCATION OF THE PROJECT The project area is located in the south half of Section 2, Township 114, Range 22 in Scott County, Minnesota. Project location of the different project areas are descibed as follows and as shown on the attached map: AREA II The upgrading of Toronto Avenue from Tower Street to Trunk Highway 13. The realignment of Tower Street and Vine Street from CSAH 23 to Toronto Avenue and the realignment and extension of Duluth Avenue to the new alignment of Tower Street and Vine Street. AREA I III. DESCRIPTION OF PROJECT AREA I The improvement will remove and reconstruct the existing street pavement section on Toronto Avenue. storm sewer, concrete curb and gutter, sidewalk, lighting, and landscaping improvements will be included with the reconstruction of the pavement section. A portion of Toronto Avenue from Tower street to approximately 600 feet north is designated as a Municipal state Aid (MSA) street and will be built to MSA Standards. From approximately 600 feet north to 800 feet north of Tower Street, the street will receive a bituminous overlay with no concrete curb and gutter. This portion of Toronto Avenue is planned eventually to curve to the east and connect with Franklin Trail. When this portion of Toronto Avenue is routed to the east, the street section will be reconstructed to MSA Standards. The remaining portion of Toronto Avenue will be reconstructed to a permanent street pavement section with concrete curb and gutter, sidewalk, landscaping, lighting and defined driveway entrances to adjacent commercial properties. AREA II The improvement in this area includes the realignment of vine Street and Tower Street and the realignment and extension of Duluth Avenue to this new alignment. vine Street and Tower Street have been designated as Municipal State Aid streets and will be built to MSA Standards. The realignment of these streets was required to obtain MSA designation of these streets and Toronto Avenue. Storm sewer, concrete curb and gutter, sidewalk, bikeway, and lighting improvements will be included with the construction of the street pavement section. IV: LENGTH OF PROJECT AREA I & II This proposed project area consists of approximately 2,150 lineal feet of bituminous street and sidewalk construction and 1,900 lineal feet of lighting improvements. V. FEASIBILITY From an engineering standpoint, this project is feasible and can be accomplished as proposed and not in conjunction with any other project. VI. ESTIMATED COST The following costs were prepared based upon Estimate and are subject to change depending design of the project, bids received, and performed. The method of assessment and determined at the Assessment Hearing. The estimated project cost below includes 25% indirect costs: an Engineer's on the final actual work rate will be The street construction of Toronto Avenue from Tower street to Trunk Highway 13; the sidewalk and bikeway construction on Toronto Avenue, Tower street - Vine street realignment and Duluth Avenue; and the lighting construction on Toronto Avenue and Tower street realignment to the Duluth Avenue intersection. PROJECT COST ............... $317,250.00 The estimated project cost below includes 18% indirect costs: This project cost is for the new street construction for the reali9nment of Tower Street to Vine street and Avenue extens10n to the realignment. Previously both Street and Duluth Avenue were improved and assessed. The indirect costs are less as bonding is not necessary this project area as MSA funds will be utilized to fund project area. The cost estimate for this area was without the benefit of soil borings. This soil boring is currently underway. needed Duluth Tower for this done work PROJECT COST ............... $247,500.00 TOTAL PROJECT COST ......... $564,750.00 VII.PROPERTY TO BE ASSESSED The area pro~osed to be assessed is every lot, piece, and parcel benef1tting from said improvement, whether abutting or not, within the following described areas: The south 1/2 of Section 2, Township 114, Range 22, Scott County, Minnesota. Specific property descriptions included in the description area, but not exclusive, are as follows: The plat of Brooksville Center, 1st Addition The plat of Brooksville Center, 2nd Addition The unplatted pro~erty abutting Toronto Avenue in the city of Pr10r Lake, Scott County, Minnesota. above .' ..^".-----.-""..,_....__..__.._~,.-"_."...~_..."-_. VIII.ESTlMATE ASSESSMENTS The improvement cost will be recovered through a combination of special assessments and Municipal state Aid Funds, and excess increment from the tax increment district. Excess increment from the tax increment district may also be used to reduce MSA funds for the project. This improvement area will have three different assessment rates and includes the street improvements to Toronto Avenue from Tower Street to Trunk Highway 13, lighting improvement on Tower Street and Toronto Avenue, and sidewalk and bikeway improvement on Duluth Avenue, Tower Street, and Toronto Avenue. The project costs for this area will be assessed as follows: 1. Bituminous surfacing, concrete curb and gutter, storm sewer, and landscaping improvements will be assessed at 60% of the cost. 2. Sidewalk and bikeway improvements will be assessed at 100% of the cost. 3. Lighting improvements will be assessed at 100% of the cost. Street overlay/reconstruction and curb improvements of presently paved streets have been assessed at sixty (60%) of the total project cost against the benefitting properties in past projects. The portion of Toronto Avenue from approximately 600 feet to 800 feet north of Tower street will not be upgraded to a permanent street section with concrete curb and gutter at this time. Property abutting this portion of Toronto Avenue will not be assessed until the street is reconstructed to a permanent street section in the future. Sidewalk and bikeway improvements are to be assessed 100% of the cost and will be assessed to the individual property owner where the improvement is done. Lighting will be assessed at 100% of the cost and concurrently both sides of a street where improvement is done. assessed lighting ASSESSABLE COSTS street Improvement Project Cost (Toronto Ave.).. $244,000.00 Sidewalk Improvement Project Cost .............. $ 38,000.00 Lighting Improvement Project Cost .............. $ 35,250.00 TOTAL PROJECT COST ........................ $317,250.00 ....~....--____~"_,,____ .' _"'__"._""W'_"'__"~"__"___".'_ 60% of $244,000.00 is street Project Cost Assessable $146,400.00 100% of sidewalk Project Cost is Assessable ........ $ 38,000.00 100% of Lighting Project Cost is Assessable ........ $ 35,250.00 TOTAL ASSESSABLE COST ..................... $219,650.00 NON ASSESSABLE COST ....................... $ 97,600.00 The remainin~ forty percent (40%) of a street resurfacing improvement 1S usually recovered by the general ad valorem propert~ tax paid by the entire community. A portion of Toronto Avenue 1S on the MSA system. It is proposed to collect MSA funds and utilize this money to pay the city's 40% share of the street improvements. AREA I & II ASSESSMENT PROJECT ASSESSABLE ASSESSMENT ASSESSMENT IMPROVEMENT FRONTAGE RATE AMOUNT Street, storm sewer, 1,653 $88.57/FF $146,406.21 concrete curb & gutter, and landscaping Sidewalk & bikeway 3,250 $11.69/FF $ 37,992.50 Lighting 3,150 $11.19/FF $ 35,248.50 TOTAL $219,647.21 Tower Street & Duluth Avenue cost, not including sidewalk utilized on this area. intersection relocation project and lighting. MSA funds to be Street Improvement Project Cost ................. $247,500.00 CITY SHARE (40%)................. .......... $ 97,600.00 TOTAL MSA FUNDS FOR PROJECT 90-12 .......... $345,100.00 COST SUMMARY The costs of the improvements to the project areas will be recovered through Special Assessments, Municipal state Aid Funds and excess tax increment financing. street Improvement ...... Assessable (60%) ...... $146,406.21 Sidewalk Improvement .... Assessable (100%) ..... $ 37,992.50 Lighting Improvement .... Assessable (100%) ..... $ 35,248.50 Street Improvement ...... city Share (40%) (MSA). $ 97,602.79 SUBTOTAL.. ... .. ... .. .. ...... $317,250.00 Street Realignment Project Cost (MSA) ............ $247,500.00 TOTAL PROJECT COST .......... $564,750.00 ASSESSABLE AMOUNT TOTAL .......... $219,647.21 MUNICIPAL STATE AID FUNDS TOTAL .. $345,102.79 TOTAL PROJECT COST .......... $564,750.00 ..,...",' ..-......~.,.._...___,.,_,._.."_.,."._N~'_ I hereby certify that this plan, specifications, or 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: Date: February 20, 1990 ,-_/~/ L'i~<"ndZon, P.E. Reg. No. 010609 I hereby certify that this plan, specifications, or prepared by me or under my direct supervision and duly Registered Professional Engineer under the laws of Minnesota: report was that I am a of the state Br~eY~ Date: February 20, 1990 Reg. No. 017590 ,_,_~"~,_,_,,___,,,_~__.~,__,,__,_,,~,,___'_""_'k' ._.__." '. DOCUMENT 00500 AGREEMENT THIS AGREEMENT, made as of the 16th day of 1990, by and between Brown & Cris, Inc. (name of contractor, i.e., name of corporation, partnership,' all contracting individuals and their business name), a Minnesota corporation (name of state where incorporated or formed ana wnether a corporation, Minnesota general partnership, etc.), hereinafter called the "contractor", and the city of Prior Lake, a Minnesota municipal corporation (hereinafter called the "Owner" and sometimes referred to as the "city"). JulV . , RECITALS WHEREAS, contractor has been selected by the owner in accordance with Minnesota law to provide materials, equipment and labor necessary for construction and completion of certain improvements as set forth herein, and WHEREAS, contractor has agreed to perform its obligations, covenants and undertakings as contained herein in consideration for payment as contained herein, NOW, THEREFORE, in consideration of the mutual promises, covenants and conditions as hereinafter set forth, the parties agree as follows: 1. The contractor agrees to provide all the materials, equipment and labor necessary for the complete construction of all the improvements, work and/or obligations of contractor (hereinafter referred to as "Work") as required by the drawings, specifications, exhibits, conditions, covenants and agreements as contained in the documents prepared by city of prior Lake . for project 90-12, collectively referred to as "contract Documents", and to do everything required by the Contract Documents previouslY furnished to the contractor by the Owner and receipted for by the contractor. 2. contract JulV 15 3. The Owner a9rees to pay contractor in current funds for the performance of 1tS obligations pursuant to the contract Documents the sum of three-hundred, eiqhty-two thousand, one pundre~, five and o%ne-hundreds Dollars ($382!105.00), subject to tne additions and deductions as prov1ded for in the specifications to the contract Documents The contractor agrees that the Work contemplated by the Documents shall be entirely completed on or before , 1992 . and to make payments on account of the provided for in said specifications, stated: The deletio,:, of. fi v~_thousand and~ 100 doll!!rs (~ · 000. QQL for the. alternate b~d ~tem if not ut.,-Hz!"d. The.En'Rne~r wQI - - determine ~f the alternate Did item is to be ut~ ized. If alternate bid item is not ut.i1izeCthe comPletion date .will be- ln accordance w~Th tile sE!'cifiCations. -.:= contract Documents as except as hereinafter 4. The contractor and the owner agree that the contract Documents, including but not limited to the specifications, drawings, standard general conditions, instructions to bidder, supplementary cond~tions, special provisions, standard utility specifications, if any, and contractor bids, and such other ~rovisions as conta~ned in the contract Documents, are ~ncorporated herein by reference and are a part of this Agreement as if attached or re~eated herein. with respect to the drawings and specifications wh~ch are part of the contract Documents, the contractor and owner agree that the follOwin9 shall constitute a complete list of said drawings and specificat~ons: 5. prior to execution of this Agreement, the contractor shall furnish to the owner for review by the city Engineer and/or city Attorney all bid bondS, performance bondS, letters of credit, insurance certificates, evidence of insurance in final form, as required by the contract Documents. In addition, prior to execution of this Agreement, the contractor, if a partnership or corporation, shall furnish to the city Engineer and/or city Attorney such resolutions, opinions of counsel, or evidence of authority required to ensure that the contractor, upon its execution of this Agreement, shall be fully bound bY its terms. 6. fontractor Representations, contractor represents and warrants that neither the execution and delivery of this Agreement, consummation of the transactions contemplated hereby, nor the fulfillment of or a compliance with the termS and conditions of this Agreement is prevented or limited by, or in conflict with or will result in breach of, the terms, conditions or provisions of any restriction of contractor, or evidence of indebtednesS, agreement or instrument of whatever nature to which contractor is nOW party or by which it is bound or will constitute a default under any of the foregoing. contractor further represents and warrants that contractor will cooperate with the owner with respect to any litigation commenced with respect to the work contem~lated herein. contractor represents and warrants that the work w~ll conform to all lawS, regulations and ordinances of all local, state and federal government authorities. specifications: pro;ect 90-12 specifications an in the contract Documents. ~ In'awingS: Froiect 90-12. Plan Sheets 1 thrOUah 25 contained in the contract DOcuments. . - . -' - as contained - - all as ., to the particular obligation of the other party or condition to its own obligation beyond those expressly waived in writing and to the extent thereof, or a waiver in any respect in re~ard to any other rights of the party making the wa1ver of any other obligation of the other party. Delay by a party hereto in instituting or prosecuting any cause of action or claim hereunder shall not be deemed a waiver of any rights hereunder. d. This Agreement may be amended by the ~arties hereto only by written instrument executed 1n accordance with the same procedures and formality followed for the execution of this Agreement. e. This Agreement may be simultaneously executed several counterparts, each of which shall be original and all of which shall constitute one the same instrument. in an and IN WITNESS WHEREOF, Owner and Contractor have caused this Agreement to be duly executed on the day and year first above written. Approved by Julv the city , 19 90 . COWlcil on the 16th day of CIT.YY ~ 0 PRIOR LAKE ~~.t .~~~ ~~a-.9f~' - By /, \J J It Ci y Manag r By ." ...,..-, 'r/ Its Approved as to form: ~g- \ jj DOCUMENT 00300 BID PROPOSAL FORM FOR ' STREET IMPROVMENT - STORM SEWER, GRADING AGGREGATE BASE._ CONCRETE CURB ~i) bU.&..&.i!..K( BITUMINOUS, SURFACING. SIDEWALK. BIKEWAY, LIGHTING, AND APPURTENANT WORK PROJECT !90-12 ' S.A.P. 201-113-01 FOR THE CITY OF PRIOR LAKE SCOTT COUNTY, MINNESOTA ' By ~N 4 {A/.J I~ , ,? r ;th. , 1990' Honorable Mayor and city council city of Prior Lake, Minnesota Honorable Mayor and council Members: We have examined the site of the Work, as defined in the contract Documents, and are familiar with all of the contract Documents including the Drawings and specifications, and propose to furnish all labor, Materials, skills and facilities which are necessary for utility and street construction in accordance with the Drawings, Specifications, and Addenda Nos. --1 and thereto, prepared by the city of Prior Lake Engineering Department, Prior Lake city Hall, 4629 Dakota street S.E., Prior Lake, Minnesota 55372, for the respective unit and lump sum prices set forth hereinafter. B.P. 1 -, --'-'~'-'~"._'---'~~-""""""--'---------- STb.r..I.' IMPROVMENT - STORM SEWER GRADING AGGREGATE BASE, CONCRETE CURB AND GUTtiR L isj:'ttJMJ.NuU~ SURFACING. SIDEWALKl BIKEWAY, LIGHTING. AND APPURTENANT WORK PRo." J:.,,-.&. f90-~2 . S.A.P. 201-113-01 STREET AND STORM SEWER Item 1 1 L.S. -.Mobilization, MnDOT ~21, Lump Sum @ ~ --rHv'fs.~ -1t,}f. ~}~L~~'>,-;'/c-t7~ ~H~Quollars Item 2 ~ 1.60 Acre - Clear Right-of-way and Easement areas, MnDOT 2101, price per Acre @ 1UIO 7Ihu~ price per ;?4 00i) - ~l <}""J ([]!, ~ $ Dollars ($ ~OQ:):' ) = $ Item 3 11 Trees - Clear Right-of-way and Easement areas, MnDOT 2101, price per Tree @ tr'-<- /Iu-~ Dollars ($ j()O-) = $ Item 4 0.60 Acre - Grub areas, MnDOT 210), -(lJ<J Pnl/;~ Ri9ht-of-way and Easement prl.ce per Acre @ Dollars ($ z.."bOo-) = $ Item 5 12 Trees - Grub Right-of-way and Easement areas, MnDOT ~101i? price per Tree @ O~ II-i~ Dollars ($ !tlJ -:- ) = $ Item 6 1,595 L.F. - Remove and dispose of existing concrete curb and gutter, MnDOT 2104, price per Lineal Foot @ ~ Dollars ($, "3:-) = $ Item 7 115 L.F. - Remove and dispose of existing storm sewer pipe, MnDOT 2104, price per Lineal Foot @ bJz,ftr Dollars ($ t,-;-) = $ -;. B.P. 2 -,~--"._,--~.....-....,-,_....-_._~,,,..~~,.._._"""__"'''''''''''''''' ;20/ Oc:>c - --&'03 ~: 7p ~UJO- JJZJC) ~ I ;?ro-:- )~>Q,- 4-7 ~.- r~:- Item 8 96 S.F. - Remove and dispose of existing concrete sidewalk, MnOOT 2104, price per square Foot @ ()iI~ Dollars ($ 1-:-) = $ Item 9 60 S.F. - Remove and dispose of existing concrete slab, MTC Bus stop, MnDOT 2104, price per Square Foot @ fWi) Dollars ($ :J.-) = $ Item 10 4,200 S.Y. - Remove and dispose of existing bituminous pavement, MnDOT 2104, price per square Yard @ ()N {J.... Dollars ($ ,;- ) = $ Item 11 191 L.F. - Saw existing bituminous pavement, MnDOT 2104, price per Lineal Foot @ PJo- Dollars ($ ~-) = $ Item 12 4 Each - Salvage frame and ring castings, MnDOT 2104, price per Each @ I~ jf...,v~J Dollars ($ J/Jn-) = $ 9':- /~: -1-20o-=- ~& 2.-- 100~ Item 13 3,150 C.Y. - Common excavation, MnDOT 2105, price per CUbic Yard @ ~ t( %J Dollars ($ 3~ ) = $ Ii, OZ~- Item 14 3,000 C.Y. - subgrade excavation, MnDOT 2105, price per CUbic Yard @ ~ /fI ~(J Dollars ($ 3~ ) = $ /OrgJu~ Item 15 1,250 C.Y. - Topsoil borrow complete in place, price per ~7/~o F>,,~ l 0'" _ Item ~ 5,000 Tons - Granular borrow, MnOOT 2105, excavation and disposal of unstable soils, in place, price per Ton @ fv~1I- -4 $0 (L.V.), MnDOT 21Q5, Cubic Yard @ ~-::- .00 11 ars ($ ~~ $ including c'''''_r1ete A~ -rr ) = $ ,Dollars ($ B.P. 3 "... ---,~ ~-,~^-~_."^,,.--.~-~..,--,....- .Q)OO-: -IAJ7~~ ~~, SOO ;-- ~,VW~ Item 17 800 C.Y. - Select Common borrow (L.V.), MnDOT 2105, complete in place, price per CUbic Yard @ ~. ,/7~ ,Dollars ($ $"=-) - $ Item 18 2 915 Tons - Shredded Tire borrow complete in place, price per Ton @ ~ Dollars ($ -:;-:-) = $ Item 19 5,100 S.Y. - Geotextile, MnDOT 3733, Type 3, complete in~~ce, price per square Yard @ OUL,. ~ /'/60 _ ,~-.illars ($ Item 20 5,100 S.Y. - Geotextile, MnDOT 2105, Type 5, complete in place, price per CUbic Yard @ l>v€- ~ ~OD Dollars ($ Item 21 14.7 R.S. - Test Road station @ ~ \i~ ) = $ I~) = $ Rolling, MnDOT 2111, price per 9-=- Dollars ($~~) = $ preparation, MnDOT 2112, price Item 23 4,750 L.F. - Boulevard preparation, price per Lineal Foot @ ~ 9 j{~ Item 24 10 HR. - Wide Pad Dozer, for pond slope directed by ENGINEER, price per Hour @ (?N..e..- f.,(...1II ~ hf10 I Item 22 14.7 R.S. - Subgrade per Road station @ 1),....(2, /-fq ",~J Dollars ($ /()Z) -:-) = $ Dollars ($ I ~ ) = $ regrading, as Dollars ($~ = $ Item 25 4,000 Tons - Class 5 aggregate base, 100' crushed, MnDOT 2211, complete in place, price per Ton @ )ul~_." Dollars ($ ,-: ) = $ B.P. 4 4000 -:- ~7~ :- f(,'ft -; 765"Z> - 7-;6.- lt7D ~ 7J :J-S--:- / IJtJv --:: "2..8, 0tI :- . Item 26 40 Tons - Bituminous patching mixture, complete in place, ~r _ce per Ton@ ~,I ~. d- r ,Dollars ($ 7~-:-) - $ ~I . Item 27 60 Tons - Bituminous material for mixture, MnDOT 2~31~pr~~ per Ton @ ~ ~~' Dollars ($ 17(Y~J = $ Item 28 1,100 Tons - Base course mixture, MnDOT 2331, complete in place, price per Ton @ ~ Dollars ($ 1?1:) = $ ~/Q?o -:- . 7fftJO;- /4; 300 --: Item 29 50 Tons - Bituminous material for mixture, MnDOT 2~.per Ton @ ~o/ ~ nn;....f;r Dollars ($ 1)0:) = $ t;)l:o- . oJ Item 30 750 Tons - Wearing course mixture, MnDOT 2341, complete in place, price per Ton @ h'lfu- Dollars ($ IS-~) = $ I L)SD -:- Item 31 390 Gal. _ Bituminous material for tack coat, MnDOT 2357, price per Gallon @ ?:- ) ..-fW U Dollars ($ = $ 7flJ :- Item 32 300 Tons - Crushed rock foundation, complete in place, price per Ton @ ?b",J Dollars ($ 10:- ) = $ "3000--:- Item 33 2 Each - 15" RC apron with trash guard, complete in place with joint ties, price per Each @ <'l.\C /f4NI)~ i / ~ h / Dollars ($ ~9J ~) = $ I~ J . Item 34 1 Each - 36" R.C. apron with trash guard, complet~ in pl~ce li~joint ties, price per Each @ fl~ {f..-d~ ,Dollars ($ 15bu:-) = $ B.P. 5 .." ."__.,.~.~__.,_".."=_d",,,_,~,,,,,,u_,,,.'_'WH.~'_____ J3tP ~ lSOO ~ Item 35 211 L.P. - Perforated 4" PVC pipe, schedule 40, MnDOT 2502, laid at plan depth, includes geotextile, price per Lineal Foot @ Item 36 30 L.F. - Perforated 12" R.C.P., class 5, MnDOT 2502, laid at plan depth, includes geotextile, price per Lineal Foot @ ~-N II , fUV t,..J Dollars ($ !'~ ) - $ Dollars ($ ~~ = $ :L~ '2-1 "':""" /o~ Item 37 101 L.F. - Perforated 15" R.C.P., class 5, MnDOT 2502, laid at plan depth, includes geotextile, price per Lineal Foot @ f1t:4 -~ Dollars ($ 37-:') = $ ?,7"17- / Item 38 73 L.F. - 12" R.C.P., class 5, MnDOT 2503, laid at plan depth, price per Lineal Foot @ ~ ~o Dollars ($ d~7"") = $ /fa2.6 :- P' Item 39 228 L.F. - 15" R.C.P., class 5, MnDOT 2503, laid at plan depth, price per Lineal Foot @ ~ ~ 4- ~ttlO Dollars ($ .;l3~) = $ Item 40 151 L.F. - 24" R.C.P., class 3, MnDOT 2503, laid at plan depth, price per Lineal Foot @ ~ or 4A~L . If Item 41 16 L.F. - 30" R.C.P., class 3, MnDOT 2503, laid at plan depth, includes 30" x 24" tee, price per Lineal f7 a-; Dollars ( $ !ilJ -:-) ~ $ Item 42 124 L.F. - 36" R.C.P., class 3, MnOOT 2503, laid at plan depth, price per Lineal Foot @ fi~- ~l>C Item {3 20 L.F. - 15" P.V.C. pipe, SDR 35, MnDOT 2503, laid at plan depth, price per Lineal Foot @ ~-A I Dollars ($ &'J":') = $ Dollars ($ L/t7-::) = $ Dollars ($ Z~;--) = $ B.P. 6 ~.- 4371- Foot @ ~:- 570'/-.- SDo- . Item 44 2 Each - Furnish all labor and Materials to connect to existing storm sewer pipe, complete in place, price per Each hJ.e Mt-N~ Dollars ($ .506-) - $ /O<!J;J :- . ' ) Item 45 1 L.S. - Bulkhead existing storm sewer system on Tower street and temporary connection to new 30" RCP, includes filling of existing catch basins, for the Lump Sum price of 'Z))..,t", 1H()U~ Dollars ($ ~()Ct)-) = $ Item 46 8 Each - Construct catch basin, 2' X 3', complete with casting and grate, price per Each @ 06ffT /lttN1A-t-fl ,Dollars ($ &0;-) = $ Item 47 1 Each - Construct catch basin, 27" I. 0., complete with casting and grate, price per Each @ ~ #I-".4)J Dollars ($ 7ao') = $ Item 48 2 Each - Construct catch basin/manhole, 48" I.D., complete with casting and grate, price per Each @ ZJ-t... '7Jf1U.sJ Dollars ($ ~~) = $ Item 49 3 Each - Construct catch basin/manhole, 66" I.D., complete with casting and cover, price per Each @ hirwv fl4N~~ Dollars ($ ISba:-) = $ J/oi>-. -- (, '/00 -: 70;) -;: ~~~- 4500 .- Item 50 10 L.F. - Reconstruct manhole, MnDOT 2506, price per Linea~o~t @ ~J'-'I" (JIlL /I1.(1'~~~ Dollars ($ l5P:) = $ /97)'7 (/ I Item 51 10 Each - Adjust frame and ring castings to grade, MnDOT 2506, price per Each @ /ld ./"11 ~ / 5bo~ ~ #VV~I ~Dollars ($-15/J--:) = $ , , Item 52 1 Each - Furnish all labor and MaterialS to connect to existing catch basin/manhole, complete in place, price per Each ?i~ kn~J ,Dollars ($ 500-) = $ . ~O :- B.P. 7 Item 55 30 Tons - Granular filter blanket, MnDOT 2511, complete in place, price per Ton @ ~ Dollars ($ "'Zo:-) = $ 61)0 ~ Item 56 13,400 S.F. - 4" concrete walk, including 4" granular Material, MnDOT 252~ complete in place, price per Square Foot @ -UP J iJJ(/;) Dollars ($-1~)::: $ lo/ 768:- Item 57 8,000 S.F. - 2" bituminous price per Square Foot @ ~ 4- -Z~LP Item 60 1 L.S. - Electric in place, for the Lump --n./~ /J1o~j/tt--O v Item 61 1 L.S. - Furnish and install the necessary traffic control signs and barricades for the construction of the Project, including the closinq of Vine Street from CSAH 23 to Tower Street, complete in place for the duration of the Project, for the Lump Sum price of h;,.R '1'J-n~~ Dollars ($ ~~-) = $ 5;i)iX) :- . , Item 53 5 Each - Adjust gate valve and box to qrade, price per Each @ !fA DM/ ~~ ~ ..... Item 54 50 Tons - Random Riprap, class II, MnDOT 2511, price per Ton @ / ... ~-~ - . . Dollars ($ I~-:) - $ Dollars ($ 2-5'":-) = $ walk, MnOOT 2521, complete -Dollars ( $ l~ ) ::: $ Item 58 3,230 L.F. - Concrete curb and gutter, desiqn B-618, MnDOT 2531, complete in place, price per Lineal Foot @ hJWL f % Dollars ($ 4~) = $ Item 59 420 L.F. - Bituminous per Lineal Foot @ ~ (<Plto:;) curb, MnDOT 2535, complete in Dollars ($ 3~) = $ street light system, MnOOT 2545, Sum price of Dollars ($ ~.ttt:r~"') - $ B.P. 8 750 ::- /)~ -:- in place, 76tJi) -: 13/317 place, price Ifll :- complete ie, 100 =- Item 62 82 S.F. - Furnish and install sign panels, Type C, MnDOT 2564" copete in place, price per Square Foot@ ~,..,- ~ ~ < -, c..-__ (I Dollars ($ ?.s-.:-)::: $ Item 63 2,000 L.F. - Furnish and paint, complete in place, o t\ ~l}'i) :2.0 ("b -:- install 4" double solid line yellow price per Lineal Foot of double solid Dollars ($~)::: $ line @ r~~ Item 64 1,200 L.F. - Furnish and paint, complete in~flace, (/ "i --ut;(D~ - install 4" solid line white price per Lineal Foot @ Dollars ($ ;;1' ) ::: $ ~~;- Item 65 24 Tree Furnish and plant shade tree, sugar maple - 2 1/2 inches balled aMnd.bu,rlapped, complete in place, price per Tree@ ?we /+-v-o~ 4. Dollars ($ ~5V:-) ::: $ &'/000::- . . Item 66 700 L.F. - Silt fence, preassembled, MnDOT 2573, complete in place, price per Lineal Foot @ 41~D . ' Dollars ($ ~ - ) ::: $ /10 i) -: Item 67 1 Acre - Seeding, MnDOT 2575, complete in place, price p;r ~neal Foot @ Ii~ /"~~ Dollars ($ 90-) = $ .5"'bD ~ Item 68 50 Pound - Seed, mixture 5, MnDOT 2575, price per Pound @ ~ Dollars ($ ~-) = $ IS"'V- Item 69 13,000 S.Y. - Square Yard @ ~4 Sodding, type A, MnDOT 2575, price per ~~ Dollars ($ l~ . )::: $ ;2~/()o ~ Item 70 2 Tons - Mulch material, per Ton~. ~ 17 fA ~~(, , type 1, MnDOT 2575, price Dollars ($ /.9:-) == $ ~o --:- B.P. 9 Item 71 20 C.Y. - Mulch material (L.V.) , type 6, MnDOT 2575, price per CUbic Yard @ ~ / Dollars 30 ) - $ ($ Item 72 500 Lbs. - Commercial fertilizer, 12-12-12, MnDOT 2575, price per Pound @ ~rtoO Dollars ($ ~ ) = $ Item 73 10 S.F. - Install 6" X 6" timber retaininq wall, complete in place, price per Square Foot @ 7Z~ Dollars ($ 3::> ) = $ Item 74 13 Each - Remove and install traffic control signs, price per Each @ , 1-/1_ /)<k ft."J t/ ~ Dollars ($ Isv:-) = $ Item 75 p 2 Each - Remove and replace/relocate mailbox, price per Each @ Ii f1;j Dollars ($ 50 -) = $ SUBTOTAL - STREETS AND STORM SEWER BID ITEMS 1 - 76 $ WATERMAIN BID ITEMS Item 76 78 L. F. - 6" D. I. P. Class 52 watermain, includes any fittinqs, complete in place, price per Lineal Foot @ J . 'Z~:- ~F Dollars ($ ~~ = $ Item 77 1 Each - Furnish all labor and Materials to complete 20" to 6" watermain wet tap connection, price per Each @ '7i..-c 1l~~ Dollars ($~~"o<J) = $ Item 78 2 Each - Abandon existing water service line, price per Each @ / # ~~ H-/~ Dollars ($ z,.Do"") = $ v B.P. 10 t<<>~ I ~ ---::: ?oo -:- 19~ -;- /6l:> -: ;t- ~.(;1),:" f ". 3(P0; /7') necessary Iq~~ Jnr-- ~ 2poD :- 400- Item 79 4 Each - Adjust existing price per Each @ 0 t:?,-<-- fIw,v~~ curb boxes to grade, ,Dollars ($ /(0) = $ {vo-:- Item 80 3 Each - Furnish all labor and materials to relocate existing hydrant, pr}fe per Each @ tJ;...L- 1Jh1l~~ Dollars ($ /.OOt.~) = $ 3_oo()- --. Item 81 6 L.F. - Extend existing Lin; t:PJ.f ~ - /-i- hydrant, price per Dollars ($ 2~S--) ::: $ (350 -:;- Item 82 25 S.F. - Insulation, complete in place, price per Square Foot @ <(WD Dollars ($ :;2. )=$ SD- SUBTOTAL - WATERMAIN BID ITEMS 77 - 84 $ q/~ -:- Item 83 69 L.F. - Install 6" P.V.C (schedule sewer service, including 6" x 6" wye for complete in place, price per Lineal Foot sanitary testing, ~ I Item 84 1 Each - Furnish all labor and materials to connect to existing sanitary sewermain (saddle connection - 6" service), price per E~~hA@ I? nwA,..; ~ Dollars ($ ~) = $ 4o-u -: Dollars 40) air @ ($ ~{)-:') ::: $ / J~l .- SUBTOTAL - SANITARY SEWER BID ITEMS 88 - 89 $ 1750:- 3~" 17)"- ~~8~tof~~ cr ')9) -: \ 76 D ~ STREET AND STORM SEWER TOTAL $ WATERMAIN TOTAL $ SANITARY SEWER TOTAL $ GRAND TOTAL $ ""37..1 IJJ~-;- , B.P. 11 ALTERNATE BID 1 L.S. - The additional cost to place the final bituminous wearinq course on Tower street, station 7+00 to station 13+56 and Duluth Avenue, Station 0+00 to station 2+65, includin9 the final adjustment of castinqs, tack coat and any necessary b1tuminous patching prior to placing the final bituminous wearinq course, and other Work required to complete construction in accordance with the plans and Specifications, price per Lump Sum @ ('" f7 I.J-{J 1r/14 ) tT-() GRANO TOTAL + ALTERNA~E BID DoH.ars ( $*), /!J ~ ~) = I $ $ c; __1) 00 --:- ~~. JOS-:- , We understand the award of the contract will be based on the low bid received for the Grand Total or Grand Total + Alternate Bid at the sole discretion of the Owner. The quantities stated hereinbefore are approximate only. Payment will be made for the quantities of Work ordered and actually installed com~lete. The provisions of MnDOT 1903 shall not apply to any items 1n this Project. We agree that the OWNER intends to give the Notice of Award for all of the Work shown in the Bid Proposal to one responsible Bidder in the best interest of the OWNER. The OWNER reserves the right to accept or reject any, or all Bids, and also the ri9ht to waive any formal defects in Bids when deemed for the best 1nterests of the OWNER. Further, the OWNER reserves the right to accept a Bid higher than the lowest Bid, if in the opinion of the Council, the public interest will be better served. Accompanying this Bid Proposal Form is the required Bid Bond, the same being subject to forfeiture according to the Minnesota Statutes in the event of default by the undersiqned. We have examined the site of the Work and are acquainted with all conditions affecting the construction of the Work. B.P. 12 HERITAGE 1891 COMMUNITY 1991 <UTJ.5rY-K 2Q91 CHANGE ORDER CITY OF PRIOR LAKE 4629 DAKOTA STREET S.E. PRIOR LAKE, MN. 55372 DATE: TO: FOR: FOR: October 30, 1991 CHANGE ORDER NO. 2 Brown & Crist Inc. Proiect No. 90-12, Tower st. & Toronto Ave. Improvements City of Prior Lake, Minnesota You are hereby directed to make the following change to your contract dated Julv 16, 1990 . The change and the work affected thereby is subject to all contract stipulations and covenants. This Change Order will (increase) the contract sum by Sixteen Thousand, Seven Hundred, Fourteen and 62/100 Dollars (16,714.62 ). Item 1 - Labor, material, and equipment for installing storm sewer outlet on Toronto Avenue Item 2 - Labor, material, and equipment to install sewer and water extensions to the propose~ Woodridge Estates development Item 3 - Labor and equipment to regrade and distribute excess Class 5, Aggregate Base from surcharge area on Tower street Item 4 - Labor, material, and equipment to repair previously damaged curb box and gate valve box Item 5 - Labor and equipment to mill the bituminous pavement on existing Tower street $ 2,000.00 $13,199.56 $ 534.00 $ 481. 06 $ 500.00 NET CHANGE ORDER $16,714.62 Amount of Original Contract Additions approved to date (Nos. Deductions approved to date (Nos. Contract amount to date Amount of this Change Order (Add) Revised Contract Amount 1 $ 382,105.00 S 8,452.63 SO.OO S 390,557.63 $ 16,714.62 S 407,272.25 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph, (612) 447-4230 / Fax (612) 447-4245 ....., ...._.__.__".........._.__.,.,,~'",.__~ _.._~__.~___._._.._."_~__~.~..~'..M_.__.~_._ DATE: TO: FOR: FOR: October Brown & Proiect City of 30, 1991 CHANGE ORDER NO. Crist Inc. No. 90-12, Tower St. and Toronto :::~ ~q~n;~ot\aL9 CITY ATTORNEY 2 Ave. Improvments Approved as to APPROVALS: Approved CITY OF PRIOR LAKE Owner By _~~-~ d~ By V' /~lT II . A'/ Date I C1tjo M~ Date Approved Brown & Cris, Inc. Contractor Respectfully Submitted, CITY OF PRIOR LAKE ENGINEERING DEPARTMENT ~~ Bruce Loney f / project Enginee.t' I/!s.f, I Da1!e Title CONSTRUCTION PAYMENT VOUCHER Estimate Voucher No. 11 For Period Ending: Project Number: May 31. 1992 90-12 Date: June 1. 1992 Class of Work . . Street improvement. storm sewer. qradinq. aaareaate base. concrete curb & autter. bltumlnous surfacina. sidewalk. bikeway. liahtina and appurtenant work For: city of Prior Lake To: Brown and criSt Inc. 19704 Kenrick Avenue Lakeville. MN 55044 A. Original Contract Amount $ 382.105.00 B. Total Additions (Change Order #1 & #2) $ 25.167.25 C. Total Deductions $ 0 D. Total Funds Encumbered $ 407.272.25 E. Total Value of Work certified to Date $ 398.697.33 F. Less Retained P.rcentage 2.5% $ 10.000.00 G. Less Total Previous Payments $ 379.515.93 H. Approved for Payment, This Report $ 9.181. 40 I. Total payments InCluding This Voucher $ 388.697.33 J. Balance Carried Forward $ 18.574.92 APPROVALS Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is 98 % completed as of, Mav 31. 1992 I hereby recommend payment of this voucher. Project Engineer Approval: ~ ~ ~ This is to.certify that to the best of my knowledge, informatlon, and belief, the quantities and values of work certified herein is a fair approximate estimate fO~ the period covered bY~fS_voucher. . Contractor: f2y()W^ <fCVI c; ~ c.- Signed B~~ 1 OJAflt AA-!..A- Date: ~ I{, rOtt\~ Title: ./7 CJ:::i::J CITY OF PRI~R LAKE ~~ ~~~~~~~~;: for Payment Authorized Representative Date:C r 5- :q~. / v Date: L./11t:l~ E,tiut. Voucher 10. 11 -la, 31. 19!2 COITRACTOI: Bro., I Cri" Inc. Strut IlflrOytMnt. Storl S,wr. &rlding. 191.4 Kenrick Avenue A9t"9.tt Bm, Conmt. Curb tnd lutter. l.k.vill., II IIW B1 Ulmus surhcing, Sidewalk, Bikeway, lighting ,nd Appurt,",n! Work IIORlSTlRTED July IS, 1991 SEIHOIPlETlOI OATE Oc tober 1. l!!1 SEIHORPlETlOI DATE Ju1, IS. 19!1 Bid, Op,",': Jul,16,1991 11:11 U. FIRAl COIPlETlOI DATE Julu IS, 1991 lPEtIFICITIOI IEFEmCE IUIBEI OESCIIPTIOI um OUlI1m Ul!T TOTAL TOTAl TO DATE 11011 II PLACE CW PIICE OUlI1m COlT THIS PAYREIT STIEET liD IIORR SEHEI mls 1121.\11 10BIl I1AllOI lS 1 21.111.11 21,111.11 1.1 21,11I,11 2111.511 ClEAIIII ACIE 1.61 2,111.11 3,111.11 1.6 3,111,11 2111.\12 tlEARlRI TR 11 111.11 1,111,11 21 2.11I.11 1111.\16 IIU8BlRI ACIE 1.61 : ,111.11 1,211.11 1.6 1,211.11 1111.\17 IIU8BlRI II 12 111.11 1.lll, II 21 2.111,11 2111.511 mOVE COICRETE CUI8 INO IUTTEI IF 1,595 3,11 U85,II 1.691 \,171,11 2111.511 mOVE STOll IEIlEI PIPE IF- 115 1.11 911. II 121 968,11 :111.513 mOVE COICIETE SIDEHAll SF 96 Lit 96,11 1\7 157,11 11IUIl mOVE lit 8US IIOP COICRETE SlA8 SF 61 2.11 121.11 61 Ill. II 2111.511 mol'!: mumous PAVEREIT SI 4,111 LlI 4.lll.11 4.8\1,\1 1,851,\1 1114.113 slIIm mumous PAVEIEII IF 191 :.11 381.11 542 1.181.11 2111.523 S/lVAIE FRIIE AID RIll CASlms EA 4 111.11 411,11 I 411, II 1115.\11 COllOl EICAVITIOI CI 3,111 3,\1 11,125,11 3,151.11 11,115.11 211S,517 SU8&R10E EICAVAllOI CI 3,111 l.\1 11,\11,11 1,383,62 4,842,67 2115.521 10PSOll BOllOW Il,V,) CI 1,151 UI 5,11I.11 3.168,11 13,872,11 1111,611 IRIIUlAI 80RROH II 5,11I .. ~I 11,511,11 4,m,35 19,811.58 1115,613 SElEer COIIOI 80llOW Il, V, ) CI 811 \.11 4, 111.11 3,318,11 16.711.11 11I5.m SHIEOOEO lIRE BORROH lR 1,91\ 3.11 8,745,11 1,6\1,84 7,9\2,\1 1733.611 IEOTElTllE. TYPE 3 SI \.111 L71 8,671.11 \,139.11 8,736,31 1733,612 IEOIEITIlE, TYPE \ II \,111 1.\1 7 , 651.11 \.111,11 7,611.11 1111.\11 lEST lOlllll IS lUI \1.11 73\,11 11,\ 17\.11 2111.\11 SU811AOE PIEPAIIllOI II lUI 111,11 1,171,11 lU 1,171,11 1112,611 BOUlEVAIO PIEPAIIllOI IF 1,151 1.\1 7,11\,11 4,751.11 7,12\,11 1l23,6I1 HIDE PAD DOZER HI 11 111.11 1,111.11 11,\ 1,1\1.11 2211.511 A&&REIATE 8ASE, CLASS \ II 4,111 7.11 28,11I.11 4,244,97 29,114.79 mUll mUIlIous PAltHlR6 IIllUIE II 41 7\,11 3,111.11 \6.71 4,1\1.11 1331,m mUIlIous IAIEIIIl FOl IIllUIE II II 131,11 7,811,11 4\.7\ \,947,11 1331.\14 811E COURSE IIllUIE II 1,111 11.11 14,311.11 869,61 11,314.93 134 !.Sit mUIIIOUS !!TERIIl FOl IIXTUIE II II lJI,II 6,111.11 43,2\ 5.622,1\ :311.118 IlEARIlI cOUISE RllIUIE (IOOIFIEO) lR 7\1 15.11 11.211.11 773,76 11,616,41 13\7.\12 8mmous !!TERIIl FOl TIt! COlT 6! 391 1.11 781.11 481.11 962,11 14\1.619 CIUSHEO loti FOUIOITIOI II 311 11.11 3.111,11 \19,61 \,196,11 1\11.\1\ 1\' IC IPROI HITH IRISH IUIRO EA 1 6\1.11 1.311.11 1,11 1,311,11 lSll.\l\ 36' IC IPIOI WITH IRISH 6UAIO EI 1 1.\11.11 1,\11,11 1.11 1,511.11 1\12.141 " PEIFORATED PVt SCHEDULE 41 PIPE Dim IF 111 It.1l 2,321.11 111.11 1,321.11 1\11 ,\41 II' PERFOIATEO IC PIPE ORAII ClASS \ IF 31 1~ .It 1,11I,11 31,11 1,1\1.11 2\Il.\41 1\' PERFORATED RC PIPE Dim ClASS \ IF III 31 .11 3,737.11 31.11 1.147 ,II 1\13,\11 12' IC PIPE SEHEI ClASS \ IF 73 ~2. " 1.616,11 73,11 1.616.11 1113,\11 1\' IC PIPE SElIE I ClA5S \ IF 228 2:.S' \,3\8,11 lIl,ll 7,151.11 1\13,111 14' IC PIPE SEHER CLASS 1 IF 151 :1.11 1,3/9,11 151.11 4,379,11 :\13.\11 lI' IC PIPE SEHER CLASS 3 IF 16 \1.11 811.11 16,11 811,11 :113.\11 36' IC PIPE SEHER ClISS 3 IF 124 46.11 5.71UI 114.11 \,714.11 1\13, \11 1\' PVC PIPE IEHER SOR 3\ IF 21 11,11 \11,11 13,11 32\.11 1111,611 CORRECT TO EllSTIRI STORI SEHfl PIPE EA 2 111.11 1,111.11 1.11 \11,11 11I3.612 8UlKHEAOPIPE lS 1 : ,111.11 1.111.11 1 1,11I,11 1116,619 COISTRUCT clTCH 81111, 2' I 3' EI 8 SlI.II 6,411.11 8.11 6,411.11 1\16.619 COISTIUCT CITCH BISII, 17' 1.0, EI 1 '11.11 711,11 1.11 711.11 1\16 ,619 (OISTRUCT CATCH BISII/IAIHOLE, 48' 1.0, EA 1.111.11 1,111.11 1,11 2.11I,11 1\16,619 CORITRUCI CITCH 8ASII/IAIHOlE. 66' 1.0, EI 3 :,111.11 4,\11,11 3.11 4.511,11 :\16.511 RECOIITIUCT IAIHOlE IF 11 :1111 1.\11.11 5.75 B6211 2516.522 10JUIT FIm AID RIll mTIRIS EA 11 :51.11 1.111.11 9 1,3\1,11 1116.61i CORRECT 10 ElISTm IH 01 CB EA 1 511.11 511,11 I 1.11 1\16 ,61: ADJUST 6IlE VALVE - HATER EI \ :51.11 7\1,11 9 1.11I.11 2511.512 RAlOOI RIPRAP, CLASS II TI \1 :;,11 1.2\1.11 27.i6 681.\1 :111,\13 lRAlUlAR FILTER TI 31 :111 611.11 IB.\\ 373,11 2\11.511 4' COICRETEWAll 5F 13,lII : II 18,761.11 13,\21 18,918.11 1\21.\11 I' mumous HA l K SF 8,111 :,:1 9,611,11 8.187 9,811.11 1\11.\11 COICRETE CURB IRO &UTTER, OESIII 8-618 IF 3,~3' "1 13,889,11 l.m 14.614.31 113\ ,\11 mUIIIOUS CUIB LF m '.11 1.471.11 ~BS 1.697. \I :\l5,\11 ElECTRIC 116HT SISTER is 1 '1.111,11 31.11I,11 1 11,11I,11 1\63.611 TRIFFIC COITROl lS 1 1.11I,11 \.111.11 1 \,111.11 :\64.\11 FURl ISH IRO mlALl SI6R PANELS, TYPE C SF 82 :~ ... 1,1\1,11 72.1 1.812,\1 1 1564.111 4' DOUBLE SOllO LIIE YEllOH PAIIT IF 1,111 J: 961,11 1.l\1 1.181,11 81S 1\64.111 " smo lIIE wHITE pmT IF 1.211 . :~ 288,11 1111 16UI I 2171.511 FURIISH AID PLAIT mOE TREE (SUW IAPlE . 1 1/1" TR :- :;111 6,11I,11 11 \,111.11 I BALLED AID BUR1IPPEO 1\73,\13 SIlT HlCE, PIEASSEI81EO iF 711 :,11 l,lII,1I 33. 661.11 I :571,111 SEEOm AC 1 111.11 \11.11 1 111,11 1 1\7\,\12 SEED, IIllUIE 511 LB \1 '.11 1\1,11 \1 1\1,11 \1 :171,\1\ SOOOII&, TYPE llWI 51 13,1I~ :"1 11.111.11 6.611 11,211.11 4,3\1 :171.111 IUlCH RlTERIAl, mE 1 n :5111 311,11 2 311.11 2 117\,\11 IUlCH IATERIAl, TYPE 6 (l,V,) CY 21 '1.11 611.11 331 331.11 I 1\7\.\11 FEITIlI1EI, 12-12-11 LB 511 .JI 151.11 I 1./1 I IH l.611 6' I I' TIRBER RET/llm HALL SF 11 'I,ll 111,11 11 311 , II I 11I4.111 mOVE AID ImSTAll TRAFFIC COITROl \IIIS EA 13 :\111 1.9\1,11 I I,ll I mUll llIlBOI REIOVll IRO IElOCATlOH EI 'III 111.11 2 111,11 I 5UBTom - mEET AID m" ::.1' 36\,17\,11 36\,198,18 3""'" 3E.E; AHO HITERRlIN ITEIS 1611,111 6' O,!.P, CLASS \1 HATERIIIH LF 'S :',11 1.9\1,11 76 1.911,11 :611.111 6' TO II' HllERllIN HET TIP COlRECTiON EA : ,tII" 1,11I,11 1 1,11I,11 :611.11\ ABANDON EXlSTIRI HAlER SERvm LIRE EA :11.11 III , II 3 "I,ll :611.111 10JUST ElISTIRI CURB BOIES EA :11,/1 411,18 8 I,ll :611.111 mocllE HIORANT EA : .111.11 3,111.11 1 1.111, II :611.\12 mElD HYORARl LF E :::,11 1.3\1,11 I 1.11 :€l1,711 IRSUlATIOI SF 1\ :,11 \1.11 16 32.11 "11.112 6' PVC PIPE ISCHEOUlE 48) SAN, SEHER SERVICE 'F 69 :1.11 1.381,11 III 1,111.11 :6:1.113 CORHECT TO ElISTlN6 SEHERlm (SIDOLE CONNECTION) EA 1 111.11 411,11 2 811,11 8' V.U, SUBTOTAL - IAmARI SEHE. u; .A':iIlll 11.931.11 8,431.11 ..:".J........,.....- ALTER lATE 810 ITEI IS \,111.11 \,11I.11 1,/1 r I IIAIO 10TAl - STIEET , SIORI SEHER. HITERIAII AID SAIlTIR! SEWEI 371.111,11 373,S31.18 AlTEUA:I m ITEI \,11I,11 I,ll CHAm C'::/ mB!R 1 8,4\2,63 CHANSE Clt,:; '~.BER 2 16.714.61 6RAIO TOTAl. IlTEIII': 8:0 ITEI 3B2,11\,11 398,697.33 "_. ._,-_.....,.,....~,,_.---~~._~---"'.._-_...."'..,..--'--~-"'_.-".-,,-..-..-..-- CONSTRUCTION PAYMENT VOUCHER Estimate Voucher No. 10 For Period Ending: Nov. 30, 1991 Date: December 3. 1991 Project Number: 90-,12 Class of Work street improvement, storm sewer, qradinq, aqqreqate base, concrete curb & qutter, bituminous surfacinq, sidewalk, bikewav. liqhtinq and appurtenant work For: citv of Prior Lake To: Brown and Crist Inc. 19704 Kenrick Avenue Lakeville, MN 55044 A. original Contract Amount $ 382.105.00 B. Total Additions (Change Order #1 & #2) $ 25.167.25 C. Total Deductions $ 0 D. Total Funds Encumbered $ 407.272.25 F. Less Retained Percentage G. Less Total Previous Payments H. Approved for Payment, This Report 2.6% $ $ 389.515.93 10,000.00 $ 370,040.13 $ 9.475.80 $ 379.515.93 $ 27.756.32 E. Total Value of Work certified to Date I. Total Payments Including This Voucher J. Balance Carried Forward APPROVALS Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is 96 % com~leted as of, November 30, 1991 I hereby recommend payment of th~s voucher. Project Engineer Approval: ~~, ~ {/ CITY OF PRIOR LAKE Approved ,A,A<</? ;;k~ /71./ je/? h~ r-t-J}~Nl?/!.. ,) /IYj - / of my knowledge, information, and of work certified herein is a fair covered by this voucher. Signed By _ /J. ;[ l:J Ai 0 A{)l {I u' ~ Title: f!ff> for payment J?.A.,,~ Authorized Representative This is to certify that to the best belief, the quantities and values approximate estimate for the period Contractor: h'l''1JJA\ r ('l-Lj ~L{ / Date: to! n/Cit Voucher Checked By: Date: Date: J;../ /0 I Cfl gJ / -' 4:f/b)-- ..-" 50/' Ei'm'm lI'III'Z8E Ill! 018 HUll! 1t . mal aim Znll'91 Z mini Ilm mm El'm'8 1 mini IlGIG mm WI 1I'1ll'1 IllI GI8 HIlUm 89' 81E' HE 1I'lll'LiE nm mullS an mmm 'nm mis' mIlS - mal anI! 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Z661 '11 nlnt lliO 1G1Il1d101 lUll ..., 11:11 1661 '91 lInt :P'UldO 'P18 tm 'II lInt mo 10lll1dlOl'IIlS "61 'I JlqoloO mo iOlIlldlOl-IIlS 1.0" lUlUIlJnddi pur iumill . 1661 'Il lInt OHmS lIO" HIlI II "11!^'l'1 '''"'111 '11'"'PIS 'iupl!'ns ,nOUTlnfl '''lln9 pur qJOl 'llJluOl '''I 'llhJ 6v IOUI^, l'l'UII IlLil 'iu!PIJ9 '''"IS IJ01I 'lUIIIMJdIIlIIJ1S . 'luI "llll UMlI : 101li1ll0l 1661 'IE Jlq..Mi- 11 '01 JI~o^,^ 'lUn'l - f II CONSTRUCTION PAYMENT VOUCHER Estimate Voucher No. 9 For Period Ending: Oct. 31. 1991 Date: November 8. 1991 Project Number: 90-12 Class of Work street improvement. storm sewer. qradinq, aqqreqate base. concrete curb & qutter. bituminous surfacinq. sidewalk. bikewav. liqhtinq and appurtenant work For: city of Prior Lake To: Brown and Crisf Inc. 19704 Kenrick Avenue Lakeville. MN 55044 A. original Contract Amount $ 382,105.00 B. Total Additions (Change Order #1 & #2) $ 25,167.25 C. Total Deductions $ 0 D. Total Funds Encumbered $ 407.272.25 I. Total Value of Work Certified to Date Less Retained Percentage 5% Less Total Previous payments Approved for Payment, This Report Total Payments Including This Voucher Balance Carried Forward $ 389.515.93 $ 19.475.80 $ 310,792.66 $ 59.247.47 $ 370.040.13 $ 37,232.12 E. F. G. H. J. APPROVALS Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is 91 % com~leted as of, October 31. 1991 I hereby recommend payment of th~s voucher. k~~ (J Project Engineer Approval : This is to certify that to the best of my knowledge, information, and belief, the quantities and values of work certified herein is a fair approximate estimate for the period covered by thi~ voucher. Contractor: B/~.t' C~~. Signed BY(~1~j)..j.~ {);h1A ~J! Date: \ 1\1t{ let \ f Title: A ~ for Payment g ~ Autho ized Representative Date: PRIOR LAKE Approved By: ~"<P dr/ /1/12/1/ Date: il/o..J91 :01 ~ 4'3/0:5 -.~o/ - 11.{, (')47,1 f ~:J/?J, 5'~ JOJ.. - S-ooos-- slg #:/ - JI7 ;:: ~.1 (//0 "" CITY OF Voucher Checked / !sti..t. V..cher 10, 9 -October 31, 1991 COlTRICTOI: Irown , Crist Inc. Str..t I.prov,"nt, Stor. S..er, I"ding, 19114 lonrick Av.nu. "'t",.t. 1m, Concreto Curb .nd &utter, l'l.ville, II 11144 11 U'lnou, SurfiCing, Sid...Il, lil...y, lighting .nd Ippurtonont Work WOIl STARTED July 21, 1991 SfII-COmETIOI OATE October I. 1991 SEIl-COIPlEllOI om July 11, l!91 Bid, Op.n.d: July 16, 1991 11:11 1,1, fUll COIPl!llOl DATE Julu II, 1992 SP!CIfICIT!OI mmm IUIiER OESCRIPTIOI um OUIITIIY um TOTAl TOTAl TO om WORt n PlICE COST PRICE OUIITIIY COSI IHISpmm mHT AID slm SEWER mls 2121.111 IOBllIIIllOR lS 1 21,11I,11 21,11I,11 1.1 21,11I,11 I 2111.1 11 ClEARnl ICRE 1.61 1,111,11 3,111.11 1.6 3,111,11 I 2111.\12 Cl!ARIR6 II 11 111,11 1,111,11 21 2,111,11 I 2111.116 mB81R6 ICRE 1,61 2,Ill,II 1,111,11 1,6 1,111,11 I 2111.1 17 mlBll6 TR 12 111,11 1,111,11 21 2,111,11 I 2114.111 mOVE Com!!! CURB AID &uTTER IF 1,191 3.11 4,781,11 I,m 1,171,11 I 2114.111 mOVE STm SEWEI PIPE IF, 111 8,11 921,11 121 968,11 I 2114,113 mOVE mCR!!! SIOEWIll SF 96 1.11 96.11 117 117,11 21 2114.113 mOVE m IUS STOP Com!!! SLAB SF 61 2,11 121,11 61 121,11 I 2114, SlS RElOVE 8lTUlUOUS PAVERElT 51 4,111 1.11 4,211,11 4,m,14 4,811,14 I 2114.113 SAWIR6 mumous PIVmlT IF 191 2,11 382,11 142 1,184,11 I 2114, S23 SILV"E FURE AID RIR6 CISTIR6S !I 4 111,11 411 ,II 4 411,11 I 21lS, III COUOI !XCIVIT!OI CI 3,111 3,11 l1.l2S,1I 3,111,11 11,l2S,1I I 2IIU17 SUB &R IDE !XC I V IT! 01 CI 3,Ill 3,11 11 ,Ill ,II 1,383,62 4,84/,61 I 2111,S2S TOPSOIl 80RROW (l. V,) CI 1,211 4.11 1,Ill,II 3,168,11 13,871,11 3,168 1lI1,621 &RANULAR 8ORROW TR 1,1ll 4,11 21,1Il," 4,412 ,31 19,811,18 I IllS,m SH!CI mm 80RROW (l,V,1 CI 811 I,ll 4,1ll,1I 3,348,11 16,741,11 I 1IlS,624 SHREOOEO TIRE 80RROW TR 2,91S 3,11 8,741,11 2,611,84 7,912,12 I 1733,611 &!OT!XTllE, IIPE 3 51 1,111 1.71 8,611,11 1,139.11 8,136.31 I 1733,612 IEOHlIlLE. IIPE I 51 1,111 1.11 7,611,11 1,111,11 1,6\1,11 I 2111.Sl1 HST ROLllR6 RS lUI 11.11 731,11 11.1 171,11 I 2112 ,Ill SU81R1OE PREPIRITIOI RS 14,11 111,11 I. 471 ,II 14.1 1,471,11 I 1112,611 80UlEvm PREPIRITIOI LF 4,711 1.11 7,121,11 4,711.11 1,121,11 3,118 112 3.111 WIOE P!O OOlER HR 11 111,11 1,111.11 11.1 1,111,11 I 2211.Sl1 IIIR!&IH BASE, CLISS I TR 4 ,Ill 7,11 21,1ll,1I 4,244.97 29,114,79 IS2 ,97 2231.Sl1 mumous PITCHIR6 IIlTURE TR 41 71,11 3,Ill,II 16,72 4,214.11 I 2331.114 mumous IlTERIIl FOi mlVRE TR 61 131.11 7,811,11 41.71 1,941.11 (1.92) 2331.114 BASE coum 11lTUR! n 1,111 13,11 14,311,11 8&9,61 11. 314,93 I 2341.1 14 mumous IlTERIIl FOR 11lTUR! TR II 131.11 6,IIl,1I 43.21 1,622,11 23.19 2341,118 WElRIR6 mm 11lTUR! (IOOIFm) TR 711 11,11 11,211,11 173,76 11,616,41 4/8,86 2317,112 mumous IlTERUL FOR TlCI COlT 61 391 2,11 781,11 481.11 96/,11 213 1411.619 CRUSHED ROCI FOUlOITIOI TR 311 11.11 3,Ill,II 119,61 1,196,11 2111. 111 II' RC !pm WITH TRISN Ium EI 2 611,11 1,311,11 2,11 1,311,11 2111.111 36' RC IPm WITH TRASH 6um EI 1 l,lIl,lI 1,1Il.11 1.11 1,IIl,II 2112,141 4' PERFOIITED PVC SCHEOULE 41 PIPE ORIII LE 211 11.11 2,311.11 211.11 2,321.11 2112,141 12' PERFOUTED RC PIPE mIl CllSS I LF 31 31,11 1.111,11 31,11 1.111,11 2112.S 41 II' PERFORATEO RC PIP! 01111 CLISS I IF 111 31,11 3,137,11 31.11 1.141 ,II 2Sl3.\ 11 12' RC PIPE SEWER CLISS I IF 73 22,11 1,616,11 13,11 1,616,11 2113.\11 II' RC PIPE SEWER CllSS I IF 228 23,11 l,m,lI 311,11 7,111,11 2113.\11 24' RC PIPE SEWER CLISS 3 LF 111 29,11 4,319.l1 111.11 4,379,11 2113.\11 31'RCPIPESEWERClISS3 LF 16 11.11 811,11 16,11 111,11 2113.\11 36' RC PIPE SEWER CLISS 3 LF 124 46,11 1,71UI 124,11 1,114.11 2113,111 II' PVC PIPE SEWER SOR 31 LF 21 21,11 III , II 13,11 32S , II lSlUll COllECT 10 ElISTIR6 STm SEWER PIPE EI 2 111.11 1.111,11 1.11 III ,II IIIUI2 8Ullmo PIPE lS 1 1,111.11 1,1ll,1I 1 1,1ll.11 IIIUl! CORSTRUCT CITCH 8ISII, 2' I 3' EI 8 8ll,1I 6,411,11 8,11 6,411,11 1116,619 mSTRUCI CITCH BASIl, 27' 1.0, EI 1 711.11 1l1.l1 l.1I 711,11 1116,619 COISTRUCI CITCH 81S11/I11HOLE, 48' 1.0, EI 2 1,Ill,II 2,Ill,II I,ll 1,Ill,II 1116,619 COISTlUCT CATCH 8ISII/lmOlE, 66' 1.0, EI 3 1,\ll,1I 4,\ll,1I 3.11 4,\ll,1I 2116.S11 mOISTRUCI lllHOlE IF 11 111,11 1,111,11 1.75 862,11 2116,122 ADJUST FillE AID RIll ClSIlIIS EI 11 111,11 1,111,11 9 1,311,11 I lSlUll CORlEtT 10 ElISTIlI IH OR C8 EI 1 \ll,1I III ,II I I,ll I 1116.112 10JUSI 6ATE VAlVE - WITER EI I 111.11 711,11 9 1.111,11 ~ 2111.\12 mODI WRAP, CllSS 1I II II 21,11 1,211,11 27,16 681.\1 I 2111.113 6RAIum FIl TER II 31 21,11 ill , II 18,61 373.11 I 2121.\11 4' COICRETE Will SF 13,411 l.4I 18,761,11 13,121 18,921,11 21 1121.111 2' llTUlIIOUS Will SF 8,Ill 1.21 9,611,11 8,187 9,124,11 6,&13 2131.\11 COICRETE CURl m 6UITER, OESlIR 8-611 IF 3,231 4.31 13,889,11 3,411 14,624.31 I 2S3I, III 8lTUIIIOUS CURl LF 421 3.11 1,471.11 481 1,691,11 31 2141.111 HE CTR It ll&H I SlS TEl lS 1 31,Ill,1I 31,1ll, II 1 31,11I,11 1.11 1163,611 TRIFFlC COITROL lS 1 1,Ill,II 1,Ill,II 1 1,1ll,1I I 2164.S31 FURRISH m lISTllL 5161 PAlElS, mE C SF 82 21,11 2,111,11 14,1 1,361,11 I lS6 4.1 II 4' 00U8lE SOlIO llIE HltOW PIIII IF 2 ,Ill ,48 961,11 1,441 693,61 I 1164.611 4' SOLID tIlE WHlIE PIIII IF 1.211 ,24 /88,11 1111 /66,41 I 2111. III FumSH m PLIIT SHIOE TREE (Sum IIPlE - I 1/2' TR 24 211,11 6,Ill,1I 21 1,Ill,II 21 BALLED 110 IURllPPEO 2113.\13 SIlT mCE, PR!ISSElBlEO IF 711 2.11 1,411,11 331 66l,1I 217\.111 SEE 0 116 It 1 III , II \ll,1I I I,ll 2111,112 SHO, IIlTURE \ll l8 II 3.11 ISI.II I I,ll 2111,111 1000116, TIPE LIWI SI 13,Ill 1.11 12 ,111.11 2,211 3,121,11 2171,111 IUlCH IlIERIAL, TIPE 1 II 2 111,11 311 , II I I,ll 2S1S.lll IULCH UIERIAl, TIPE 6 (l.V,) CI 21 31,11 ill,lI 331 331,11 2171,131 FERTIlIIER, 12-12-12 l8 \ll ,31 111,11 I I,ll 1411.611 6' I 6' IIRIER REI III 116 WIll SF 11 31,11 311,11 11 311,11 mUll mOVE m REUSTlLl !RIFFlC comOl SIllS EI 13 I1l.11 1,911,11 I I,ll 1114.111 IIIlBOI mom m mOCITIOI EI 2 11.11 111.11 1 111,11 SUBIOIIl - STRm m STORR SEWER 361,171,11 311,916.18 SllIIIRl SEWER AID WIIER!III ITEIS 2611.111 6' O,!.P, CllSS II WATERllII IF 78 21,11 1,911.11 16 1.911,11 2611.111 6' 10 21' WIIER!III WET TIP COIIECIlOI EI 1 2,Ill,1I 2,1ll,1I 1 2,Ill,II 2611.1lS I8IM0OM EllSTlII WIlER SERVICE LIIE EI 2 211,11 411 ,II 3 ill ,II 2611.411 10JUST ElISTIl6 CUR8 80lES EI 4 111,11 411,11 I I,ll 2611.\11 mOCATE HIORIIT EI 3 1,111,11 3,Ill,1I 1 1,11I,11 2611.\12 mElD mml LF 6 121,11 1,311,11 I I,ll 2611.111 mUtllI01 SF 21 2,11 11.11 16 32.11 2621.112 6' PVC PIPE (SCHEOUlE 411 SIR, SEWER SERVICE LF 69 21.11 1,381,11 lIS 2,111,11 2621.113 COUECT 10 EIISTIl6 SEWfRIIII (SIOOlE COIIECTIOI) fl 1 4..... ~II," 2 8ll.11 8' V,C,P, SU8TOlll . SmTIRl SEWER AID WII!R1I11 11,931,11 8,43/,11 Il TERUTE 8ID ml LS S,III,II 1,111,11 I,ll &RIID TOTAl. STREET , STm SEWER, WIIER!III AID SlRIIIn SEWER m,llS,lI 364,348,68 IlTERUTE 810 lIEl 1,Ill,1I I,ll CHAm ORDER lumR 1 8,4\2,63 CHU&EOROERmm2 16,114.12 &RIID TOTIl + 11I!RllTE 810 ITEI m,lll,lI 389,111,93 COMMUNITY 1991 HERITAGE 1891 't(YJ5(Y-.;V 2Q91 CHANGE ORDE~ CITY OF PRIOR LAKE 4629 DAKOTA STREET S.E. PRIOR LAKE, MN. 55372 DATE: TO: FOR: FOR: october 30{ 1991 CHANGE ORDER NO. 2 Brown & Cr~S, Inc. proieut No. 90-12. Tower ~t. & Toronto Ave. Improvements Cltv of prior LakeL Minnes~ta You are hereby directed to make the following change to your contract dated JulY 16, 1990 . The change and the work affected therebY is subject to all contract stipulations and covenants. This Change order will (increase> the contract sum by sixteen Thousand Seven Hundred Fourteen and 62/100 00 lars 16,714.62 .>. By Item 1 _ Labor, material, and equipment for installing storm sewer outlet on Toronto Avenue Item 2 _ Labor, material, and equipment to install sewer and water extensions to the proposed, woodridge Estates development . Item 3 _ Labor and equipment to regrade and distribute excess Class 5, Aggregate Base from surcharge area on Tower street Item 4 _ Labor, material, and equipment to repair previoUslY damaged curb box and gate valve box Item 5 _ Labor and equipment to mill the bituminous pavement on existing Tower street itl NET CHANGE ORDER Amount of original contract Additions approved to date (Nos. Deductions approved to date (Nos. contract amount to date Amount of this Change Order (Add) Revised contract Amount 1 . ) .> $ 2,000.00 $13,199.56 $ 534.00 $ 481.06 $ 500.00 $16,714.62 $ l $ $ S 382,105.00 8,452.63" 0.00 390,557.63 16,714.62 407,272.25, 4629 Dakota 51. 5.E., Prior Lake, Minnesota 55372 I Ph. (612) 447.4230 I Fax (612) 447.4245 HERITAGE 1891 COMMUNITY 1991 18"J.5rY-JV 20J1 MEMORANDUM TO: FROM: SUBJECT: DATE: MAYOR & CITY COUNCILMEMBERS ~I DAVIDJ. UNMACHT, CITY MANAGER ~ BRUCE LONEY, ASSISTANT CITY ENGINEER , EXTRA WORK FOR PROJECT NO. 90-12, TOWER STREET AND TORONTO AVENUE AUGUST 23, 1991 Please find attached to this memorandum a change order proposal for placement of sanitary sewermain and watermain lines under Tower Street to 20 feet south of the north lot line of Outlot A, Enivid First Addition. This proposal is from Brown & Cris, Inc., the Contractor on Project 90-12 which is still under contract with the City of Prior Lake. Included also is a copy of the cross section view and plan view of the proposed sewer and water line installation. This installation is necessarr to serve the proposed Woodridge Estates First Addition plat w~th utilities. It is being proposed to install these lines as shown on the drawings at this time before the street and sidewalk improvements are installed on Tower Street. Tower Street improvements are proposed to be completed during the 1991 construction season, however, this schedule is dependent on the soils engineer approval for placement of these improvements in the lightweight fill embankment area. The Woodridge Estates First Addition has been annexed to the City recentlr and a preliminary plat has been submitted for approval. Ut~lity lines under Tower Street will be necessary in order to serve this proposed plat. The estimated cost of these extra work items is $12,375.00 and is proposed to be paid for br Trunk Reserve Funds as these are non-assessable trunk ma ns. A formal change order with actual costs will be submitted to Council for approval after the work has been completed. The developer will be responsible for the extension of sanitary sewer and watermain lines throu~h Outlot A which is owned by City of Prior Lake and is a~prox~mately 320 feet in length. Staff is requesting Council rev~ew this proposed extra work for Project No. 90-12 and asks that Councilmembers contact the Cit~ Manager by August 28, 1991 if there is a problem on proceeding w~th the work as proposed. 4629 Dakota St. S,E" Prior Lake, Minnesota 55372 / Ph. (612) 447.4230 / Fax (612) 447-4245 j CONSTRUCTION PAYMENT VOUCHER Estimate Voucher No. Date: October 2. 1991 project Number: For Period Ending: Sept. 30. 1991 90-,12 8 Street improvement. storm sewer. qradinq, aaqreqate base. concrete curb & qutter. bituminous surfacinq. sidewalk, bikeway. liqhtinq and appurtenant work Class of Work For: city of Prior Lake To: Brown and crisf Inc. 19704 Kenrick Avenue Lakeville. MN 55044 A. original Contract Amount $ 382.105.00 B. Total Additions $ 8.452.63 c. Total Deductions $ 0 D. E. F. Total Funds Encumbered Total Value of Work certified to Date Less Retained Percentage 5% Less Total Previous Payments Approved for Payment, This Report Total Payments Including This Voucher Balance Carried Forward $ $ $ $ $ $ $ 390.557.63 327.150.17 16.357.51 270.229.41 40,563.25 310.792.66 G. H. I. J. 79,764.97 APPROVALS Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is 84 % com~leted as of, October 2. 1991 I hereby recommend payment of th~s voucher. Project Engineer Approval: ;tJvuu. ~ This is to certify that to the best of my knowledge, information, and belief, the quantities and values of work certified herein is a fair approXimate/es,timate for ;he period covered b:t~~Snvoucher. Contractor: 'l1 A/fJZJ.)/1 d- C~ ~ / Signed Br I./UtdJ./u..O A~w" Date: 1D1-z-zJq, ( Title: eFC , CITY OF PRIOR LAKE ~ ~~ Voucher ~ '" Ar~ for Payment JltUthorizl!!dReP'f'esentillve Checked f!j:- ~~~ .;, 1 '. / Date: ~(.17J>~L 2!-. /99/ Date: JAJ)....Jil - , IaUute foucher h, 8 -Seltelber ~m COlmctOl, 1l~::e~mli'~H Street Il[lrorellDt, StoCl mr, G 9, lfl:tlte lued COllerete Carb 11I4 Gutter, LakeYille, D 5SM4 8 0001 Sa lelll9, Sl4enll. BiteIlY, LlqbUa9 11I4 lpparteuDt Iork IORI: SYlRfID, Jaly 25, ll" SIII-COIIPLlfIOI Olfl. Oeto~er 1 ll" SIII-COIPLlfIOI OlTl, Jaly 15, 1m 8i41 Opeae4, Jaly 16, 19" II," 1.1, YOO COIIPLlfIOI DAII, Jala 15, 1992 SPICIrIelfIOI RlRRDCI .U IlISCIImOl my ,',j,Ui....~ OIlY lOYAL IIlYAL III Olfl IlII II PLACI cosr PIlei QUlRTIrt COST rm mIDr SrRIIf lID STORK SlID IYIIS 2121. 511 IIlBILIUfIOI LS 1 21,,"," 21,,"," 1.1 21.'"." I 2111. 511 CLllRIK lell 1,61 2,,"," 3,211," I.i 3,2"," I 2111. 512 CLlWIG ra 11 1"," 1,1"," 21 2,...," I 2111. 516 GRUBBIIG lCRI UI 2,,"," 1,211," U 1,2"," I 2111.517 GRDB811G rR 12 1"," 1,211," 21 2,1"," I 21",511 RIIlft COICRIfI CURB AID GIITTIR Lf 1,595 3," 4,785," 1,6" 5,171," 824 21",511 _91 STOU SlID P!PI Lf, 115 8," 921," 121 "8," I 21",513 RIIlft COICRm SIDnw Sf " 1." 96," 132 132," I 21",513 am IlI'C BUS STOP COICRm SW Sf 61 2," 121," 61 121," I 21".515 _91 8IrulIIOUS PAfDT Sf 4,211 1." 1,2"," 1,851,51 4,851,54 2,15' 21",513 S.!IIIG L,'",,, . ,j mlllor Lf 191 2." 382." m 1,184," III 21",523 SlLYlGI RIll UD RIIG CASTIIGS 11 4 1"," 411," 4 411," 4 2115,511 COIIIlI DelnnOI CY 3,151 3,51 11.125," 3,151," 11,825," 7M 2115,517 SDBGRlIlI DelnnOI CT 3,," 3,51 II,,"," 1,383,62 1,842,'7 I 2115,525 IIlPSOIL BORIOI (L.Y.) cr 1,251 4," 5,...," I I." I 1115,121 GRUDL.lR BORROI rI 5,'" 4.51 22,,"," 1,112,35 1l,811,58 I 1115,623 SILICT C_I BORIOI IL.Y.) CT Iltt 5," I,...," 3,318," 1',711," I 1115,124 SBRIDDID nil BORIOI rI 2,915 3." 8,745," 2,651,81 7,952,52 I 1733.611 ,",,'._...1, rm 3 Sf 5,1" 1. 71 8,'71," 5,139," 8,731,31 I 1733,612 ~frf,tPI 5 SY 5,1" 1.51 7,651," 5,1"," 7,'51," I 21l1,5I1 IS 14. 71 51," 735," 11,5 575," 6 2112,511 SUBGUDI PRlPAlAfIOI IS 14,71 1"," 1,471," 14,7 1.471," 2,7 1112.111 BOULIVAID PRlPAlAfIOI Lf 4,751 1.51 7,125," I,m," 2,448," I 1123,611 IIDI Pill DOlO HI II 1"," 1,...." 11,5 1.151," II 2211,511 =~sB:rrtai:Mruu rI I,'" 7," 28,...." 3,m." 27,9"," 171,39 2231.5f1 rI II 75." 3,...," 5',72 1,254," I 2331.5" BlrlllIlOaS nrDIAL rolllIITIlRI rI '4 131," 7,Iltt," 47,67 ',197,11 31,21 2331.514 BASI COIIRSI IIITIlRI rI 1,1" 13," 14.311," B6l,61 11,314,93 549,21 2341.514 81f1J1IIOUS IIlfUIAL rol IIIruII rI 51 131," 6,,"," 1l.l6 2,555,8f I 2341.5t8 IIlRIIG COUlSIIIImI IIIlIlIrIID~ rI 751 15." 11,251," 344,M 5,173,51 8 2357,512 8IrlllIIOUS IIlrDIAL 101 YlCI COI GA 3" 2." 781," 26B," 531," I 1451.'" CRIlS1IIIl lOCI rI 3M II," 3,...," S1UI 5,1ll." I 2511. 515 15' RC AlIOI GUARD IA 2 '51," 1,311," 2." 1,3M," I 2511.515 3" IC AlIOI GUAID 11 1 I,,"," I,,"," 1." I,,"," I 2512,m 4' PIRfOlAfID PVC SCBIDULI 41 PIPI DIlII Lf 211 11," 2,321," 211." 2,321," 2512,m 12' PmoRAfID IC PIPI DWI CLASS 5 Lf 31 35," 1,151," 31," 1,151," 25f2,m IS' PUlOlAfID RC P!PI OWl CLASS 5 Lf III 37," 3,737," 31." 1,147," 2513,511 12' IC P!PI SlID CWS 5 Ll 73 22." 1,61'," 13," 1,611," 2513,511 IS' IC PIli SlID CLASS 5 Ll 228 23,51 5,358," 3M," 7,151," 2513.511 24' IC PIli SlID CWS 3 Lf 151 29," 4,m," 151." 4,m," 2513.511 31' Ie PIli SlID CLASS 3 Lf 16 51," Iltt," 1'," Iltt." 2513,511 36' RC P!PI SlID CWS 3 Lf 124 46," 5,7"," 124." 5,7"," 2513,511 IS' m PIli SlID SDi 35 Lf 21 25," ,"," 13," 325," 1513,611 comcr III mSTIIG SIIlU SlID PIPI 11 2 ,"," 1....," 1." ,"," 1513,612 BULIBIlDP!PI LS 1 1,...," 1,...," 1 1,...," IlK,'" CORSrRUC'I elrel BASIl, 2' I 3' IA B Iltt," ',411," B," 6,411." IlK ,119 COISTRllCY WCB BASIl, 21' J.D. 11 1 7"," 7"," 1... 1"," 1516,'" CORSTRacr elrel BASlI/IIUBOLI, 18' I.D, 11 2 1,...." 2,...," 2," 2,...," IStl, 61' COlSrRucr WCB BASII/IIUBOLI, 6l' 1,0, 11 3 I,,"," 4,,"," 3." 4,,"," 251' , 511 L..,Io....~r IIUBOLI Ll II 151," I,,"," 5,75 812, 51 2516,522 IDJUSt rIIlIII UD RIIG CASTIIGS 11 II 151," I,,"," 4 ,"," 1516,611 coBIa III mSTIIG II 01 C8 IA 1 ,"," ,"," I I." 1516,612 IDJUSt GAil YAL9I - Rm IA 5 151," 751," 5 151," 2511,512 =:Irrh CWS II rI 51 25," 1,251," 27,2' 181, 51 2511,513 rI 31 21," ,"," 18.65 373," 2521,511 4' COICIlTI I1LI Sf 13,411 I,ll 18.711," 13,m 18,893," ',1M 2521,511 2' BlrlIIIOIlS I1LI Sf 8,'" 1.21 ',,"," 1,584 1,,",8f I 2531.511 COICRITI C1IIB UD GUmI, DUIGR B-m Ll 3,231 4.31 13,889," 3,111 14,624,31 1,918 2535,511 BlrDllIlOUS C1IIB Lf 421 3,51 1,471," 451 1.575," I 2545,511 ILICTRIC LIGBT sma LS 1 31,...," 31,...," 1.95 2B,581," US 1513,611 rwnc COI!IOL LS 1 5,...," 5,...," I 5,,"," 1.25 25'4.531 r1IIIISI UD IlSflLL sla PABfur rm C Sf 82 25," 2,151," 54,S 1,362.51 I 1514,111 4' IIOIBLI SOLID LIB fIWlI P Lf 2,," ,18 '"," 1,445 193,61 I 15'4,612 4' SOLID LID mil PAm Ll 1,211 ,24 288." 1111 261, 41 I 2571.512 ruDISI UD PWY SBlDI rRU (SllGlR IlAPLI - 2 1/2' rR 24 251," ',M," I I," I BlLLID UD BIlRLAPPID 2573,513 SILY rDCI, PIWSIIlBLID Lf 7" 2," 1,411," 331 '61,11 I 2S75,5I1 SUDIIG le 1 ,", .. '"." I I," I 2575,512 =!lGmmI :. La 51 3," 151," I I," I 2575,515 Sf 13,'" 1. 71 22,1"," 2,251 3,825," I 2575,5l1 IIULCII iirDIAL, ml 1 rI 2 151," 3M," I I," I 2575,5l1 IIULCIIlIlrwAL, mI 6 (L.9.) CY 21 31," ,"," 331 331," 11 2575,531 ~~W.UililIlG IlLL La '" ,31 151," I I," 8 "11,111 Sf II 31," 311," II 3M," I 1554,611 RIIIlft UD RlIlSTALL I'W!IC ComoL SIGIS 11 13 151," 1,951," I I." I 1554.611 IllILBOI RIIlVAL UD IILOClfIOI 11 2 51," 1"," 2 1"," I mlOYAL ' STIDT UD STOll SlID 315.175," 311,2'5.54 swrllY SlID UD IlfIIWI ITIIIS 2111.1" " D,J.P, CWS 52 IlIlRWI Ll 78 25," 1,951," 11 1,,"," 2111,111 6' III 21' RI'DUIIII! rAP COIIICfIOI 11 I 2....," 2,...," 1 2,...," 2111,115 WIIIOII mSTIIG Rm SOVIeI LID 11 2 211," 411," 3 ,"," 2611.111 IllJlIST mSrIIG CURB BODS n I 1"," 411," I I," 2111,5I1 mocm murr 11 3 1,...," 3,...," 1 1,...," 211l,5I2 muo IIYDWT Ll , 225." 1,351," I I," 2111.7" IJSUWIOI Sf 25 2," 51," 16 32." 2621.112 6' PVC PIPI~CBlDULI=, SlID SOVICI Lf " 21," 1,381." liS 2,lee," 2'21.113 COIIIC'IIIl S9 I (SIIlOLl COIDCl'IOII 11 1 411," 411," 2 Iltt," B' f.C,p, mlOYAL ' SIIUII! SlID lID IlfIIWI 11,931," 8,Ul," ALrDBTI BID Ira LS 1 5,...," 5,...," I," GWIl lOYAL - snm , SIIlU SlID, IlI'DWlIID swrw SlID 377,115," 318,197,54 AL\'IUlfIBIDlra 5,...,.. I," CBIIGI OIDD ... 1 8,452,13 GWII IIlrAL + ILIIWTI BID Ira 382,115," 327,151,11 CONSTRUCTION PAYMENT VOUCHER Estimate Voucher No. 7 For Period Ending: Project Number:-rO~NrO 90-12 Date: June 6, 1991 June 6, 1991 street improvement! storm sewer, qradinq, aqqreqate base, concrete curb & qutter, bituminous surfacinq, sidewalk, bikewav, liqhtinq and appurtenant work Class of Work For: city of Prior Lake To: Brown and Cris! Inc. 19704 Kenrick Avenue Lakeville, MN 55044 A. original Contract Amount $ 382,105.00 B. Total Additions $ 8,452.63 c. Total Deductions $ 0 D. Total Funds Encumbered Total Value of Work Certified to Date Less Retained Percentage 5% E. F. G. Less Total Previous Payments Approved for Payment, This Report Total Payments Including This Voucher Balance Carried Forward H. I. J. APPROVALS $ $ $ $ $ $ $ 390,557.63 284,452.01 14.222.60 262,213.93 8,015.48 270,229.41 120,328.22 Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is 73 % completed as of, June 6, 1991 I hereby recommend payment of this voucher. Project Engineer Approval: .&~ \,,-ir~~ of my knowledge, information, and of work certified herein is a fair covered :;y t~hiS v ucher"., By n fj ) () / /7 '. I / ." ,7 signed 0 f'\.J,{.t 1./V\J/ L-Fo for payment ~ Mitho This is to certify that to the best belief, the quantities and values approximate estimate for the period contractor:Rru~J/\ ~ (r7() ,}"c , Date: Co (86It1 ( Title: CITY OF PRIOR LAKE Voucher Checked By: Date: Approved A,/Mil t:-~~ &d/l/ {/ Date: tit. /en -_...._._-~..~..--..- --.,---..'""-...--..---.-....-- Estilate Voucher No.7-June 6, 1991 Street Ilprovelent, Storl Sewer, Grading, Aggregate Base, Concrete Curb and Gutter, Bltullnous Surfacing, Sidewalk, Bikeway, Lighting and Appurtenant York CONTRACTOR: Brown' Cris, Inc. 197.4 Kenrick Avenue Lakeville, NN 55.44 YORK STARTED: July 25, 199. SENI-CONPLETION DATE: October 1, 199. SENI-CONPLETION DATE: July 15, 1991 FINAL CONPLETION DATE: Julu 15, 1992 Bids Opened: July 16, 199. 1':" A.N. SPECIFICATION RE FERENCE NUNBER DESCRIPTION UNn OUANTITY UNIT COST STREET AND STORN SEYER ITENS 2.21. 511 NDBIlIZATION LS 1 2.,.... .. 2111.511 CLEUING ACRE 1.61 2,...... 2111. 5.2 CLEUING TR 11 1..... . 2111. 5.6 GRUBBING ACRE '.61 2,...... 2111.5'7 GRUBBING TR 12 1..... 2114.511 RENOYE CONCRETE CURB AND GUTTER LF 1,595 3." 2114.511 RENDVE STORN SEYER PIPE L F . 115 8." . 2114.5'3 RENDVE CONCRETE SIDEYALI SF 96 1... 2114.5'3 RENDVE NTC BUS STOP CONCRETE SLAB SF 61 2." 21",515 RFMnVF A'TUI'IRUC DturMrMT ........... ... ell".._. ...... ....... ............. ... SANITARY SEYER AND YATERNAIN ITENS 2611.1" 6' D.I.P. CLASS 52 YATERNAIN LF 2611.1'1 6' TO 2.' YATERNAIN YET TAP CONNECTION EA 2611.1'5 ABANDON EXISTING YATER SERVICE LINE EA 2611.4'1 ADJUST EXISTING CURB BOXES EA 2611.5'1 RELOCATE HYDRANT EA 2611.5'2 EXTEND HYDRANT LF 2611,7" INSULATION SF 2621.1'2 6' PVC PIPE (SCHEDULE 4') SAN, SEYER SERYICE LF 2621.1'3 CONNECT TO EXISTING SEYERNAIN (SADDLE CONNECTION) EA 8' Y.C.P. 78 25." 1 2,...... 2 2..... 4 1..,.. 3 1,...... 6 225." 25 2." 69 2.... 1 41.... TOTAL PRICE 2.,.... .. 3,2..... 1,1..... 1,2..... 1,2..... 4,785." 92.... 96. .. 12.. .. ...... ,. l"..... - 1,95.... 2,...... 41.. .. 41.. .. 3,...... 1,35.... 5.. .. 1,38.,.. 41.. .. ALTERNATE 810 ITEN 5,...... SUBTOTAL - SANITARY SEYER AND YATERNAIN 1.,93.... 5,...... LS GRANO TOTAL - STREET, STDRN SEYER, WATERNAIN AND SANITARY SEYER 377,1'5." ALTERNATE BID ITEN 5,...... CHANGE ORDER NUNBER 1 GRANO TOTAL + ALTERNATE BID ITEN 382,1'5." TOTAL TO DATE OUUTITY COST 1.1 2.,...... 1.6 3,2..... 2. 2,...... 1.6 1,2..... 21 2,1..... 866 2,59B." 121 968." 132 132," 6. 12.. .. ...... ,...... .-- 76 1,9..,.. 1 2,...... 3 6..... . .... 1 1,...... . .... 16 32." 115 2,1..,.. 2 8..... 8,432." . . ... 275,999.38 .... B,452.63 284,452.11 . WORk IN PUCE THIS PArNEll . . . . . . . . . . . . . . . . . . . CONSTRUCTION PAYMENT VOUCHER Estimate Voucher No. For Period Ending: Project Number: Dec. 31. 1990 90-12 Street improvement, storm sewer, qradinq, aqqreqate base, concrete curb & qutter, bituminous surfacinq, sidewalk, bikewav, liqhtinq and appurtenant work CITY OF PRIOR LAKE Voucher Checked By: Date: Date: /~4-lql 6 Date: January 9, 1991 For: city of Prior Lake To: Brown and Crist Inc. 19704 Kenrick Avenue Lakeville. MN 55044 $ $ $ $ $ $ $ 390,557.63 276,014.66 13,800.73 253,870.43 8,343.50 262,213.93 128,343.70 Class of Work A. Original Contract Amount $ B. Total Additions $ C. Total Deductions $ 382,105.00 8,452.63 o Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is 71 % completed as of, December 31, 1990 I hereby recommend payment of this voucher. Project Engineer Approval: ~~_ ~ v' cJ D. E. Total Funds Encumbered This is to certify that to the best of my knowledge, informat1on, and belief, the quantities and values of work certified herein is a fair approximate estimate for the period covered by this voucher. contractor:$JlI17A.!Y\ ci('~~ Signed By (/l)~ 0 ~'p Date: Ijd-5fq, Title: (~/!Wnv;~~ Approved for Payment ~..' ~ Kuth rizect Representative Total Value of Work certified to Date F. G. H. Less Retained Percentage 5% Less Total Previous Payments Approved for Payment, This Report Total Payments Including This Voucher Balance Carried Forward I. J. APPROVALS - . ___'__."""...'^___._ ~,,___, ^ .. _~____~._.___._".___~ "','H__' ." "" " Esll..t. Vouch" No, 6 -January 9d 1991 ClMRIlCTOR: 8rown l CrlS, Inc, Strwt Ilproveoent, Sto...!ieIoer, radlng, 19784 Km-lC~ Avenue App,rel';.te Base Concrete Curb and Gutter, L.~evi 11., It; ~ BI tlllir.:,us Sur/acIng, Sidewalk, BIkeway, LightIng and Appurtenant Work WORK SHiRTED: July 25, 1991l SEMl-amPlm~ DATE: Iktober I, 19'1ll Blds Ope'red: SE"r-m!PlETI~ DAlE: July IS, 1991 July 16, 1990 1@:0e A, M, !'JNAL COOlLETl~ DllTE: Julu IS, 1992 SPECIFICATl~ REFERENCE '~~"BE' DfSCRIPTIQN !.WIT OUANTrTY UNIT TOT>i. TOTIk. TO DinE WORK IN PlACE COST PRICE OOANTITY COST THIS PAY"!:NT Sn:~EET AND STORM SEWft? 1 TEMS 2021. :~l MOBil !ZATllJ< LS , 2\J, ll'J0, 00 2'~,~e..~ 1.0 20, J0l!, ~~ 0 2101. 501 ClEARING il[RE 1,6~ 2, 00~,0\1 3i!'~,~ 1. ~, 3,200, ill' 0 2101. 502 CLEARING 'R )iII~, 00 :,'lCI? r.\' 20 2,000, ee 0 2101. 506 GRUBBING ~CPf ....\ ~? 2,000.00 . 1 ,~\'I~~- ~ 0,6 1, 20'J, 00 0 2101. Se7 GRUBBING .p 1. :?~ l~,;:W- ~l ~~~~,' ~~ 21 2,100,00 ,1 210',501 REMOVE CDNCRfTE CURB AN: ;" TTE" LF 3,00 BbE 2,598,00 0 2104,5tJI REMOVE STQRI! SEilER 0: PE " IS 8. ~~ 1s20:~~ 121 %B,OO 0 <'104,502 ;lf~ C[KRfT;: SIDEik" Sr: -jh 1.00 %,.,., p:; 132,00 0 '10',5tJ3 ~IIMJVf fIlTi:: BU5 SiOP CC't~2RE:-E :; 02 3F W 2,01' :2\J,,'~ 60 12\l,OO ~ 2104,505 REMOVE BITI....'Nc"VS PA'IEIIEN' SY 4,200 1,00 .,::: 2,794,54 2'liN; 0 2104,5lJ >>>\IING BiTLlpllNOlJS PAVEMENT LF 19: 2.~ 436 0 2104,523 SAlVAGE: FRA'IE AND RIlE CASTiIflS Ell . 100,011 408,00 0 0,00 0 21i15,501 COloIIl(W ElCAYIlTION CY 3,1~ 3,50 11,025,00 2, 368, 00 8,268,00 0 2185,507 SUB6RADE EX~TI~ CY 3,iIIlll 3.50 18, 500, 00 1,383,6C ',842,6' 0 21i15.525 TOII5OIL IllRfO/ IL. v. , [1 1,2511 ',011 5,ilIlll,011 0 0,00 0 01i15,6Cl GRAIU.AR IllRRllW TN 5,:: ',50 22,500.011 .,482, 35 19,818,58 0 01i15,6C3 SELECT ClJtIOj BORROII I L. V, ) CY 5." 4,iIIlll.lIe 2,376,00 1~B&l.00 0 01i15,6C. SHREDDED TIRE IllRRal TN 2,915 3,00 8,745,00 2, 650, 84 , '352. 52 0 0733,601 SEOTEXTI,& TYPE 3 SY 5,100 1,70 8,678,00 5,139,00 8, 736, 38 0 0733.682 ff~TTE~LI~ TYPE 5 SY 5,1011 1,50 7,65lJ.00 5,100.00 7,650,00 0 Zlll,501 RS I~, 70 50,011 '735,011 5,5 275.00 0 2112.501 SUB6RADEPREPARATIlJ< RS 14,711 100,00 1,478,00 12 1,2lI8,00 0 0112.601 !IOlUVARD PllEPARATIOI\ LF 475ll 1,50 7,125,00 1,632,00 2,448.00 0 0123,601 WIDE PIlD DOZER HR ' 10 100,00 l,ilIlll,011 1,5 150,00 0 2211,501 msJi.rrJfs~~:1.I~TURE TN "~ 7,0l! 2~ 0011, lie 3, 386, 56 23,145,'12 0 2231. 501 TN 75.00 ,lIiIIII,iII! 56,72 ',254,00 0 2331, 504 8lTlliIIIWS IIATERllk. FOR MlJTURE TN 60 1J0,0l! 7,/l0ll,1lI! 17,46 2, 269, 80 0 2331. 514 illlSE CllJRSE MIXTURE TN 1,100 13,00 14, 38ll, 88 3211,411 ,,165,211 0 2341.504 BITlliIlNOUS IIATERIIk. FOR MIXTURE TN ~ 13fI,00 6,500,110 19.66 2555.80 0 2341.508 WEARIIE COORSE MIXTURE IIIJDlFIEDI TN 75t1 15,00 11,250,00 .J.\4.911 5',173,50 0 2357,5e2 8ITlliIIIWS IIATERllk. FOR TAD< C~T GA 3<J0 2,00 788,00 268,1lI! 536.00 8 8.51. 68'l CRUSt€D ROCK FIlM~TI~ TN 38ll 10.00 3,880.00 519,60 5,1%,00 0 ~I,515 IS' RC APRC>>I WITH TRASH ~RD EA 2 650,0l! I,38II,lIe 2.00 1,38ll,. 8 ~1.515 36' RC APRC>>I WITH TRASH 9JARD Ell I 1,500,00 1,500,00 1,00 1,5011,00 0 2502,541 4' PERFORATED P\IC SCIEDllE 411 PIPE DRAIN LF ell 11,00 2,321,00 211,00 2,321.00 0 2502.541 12' PERFORATED RC PIPE DRAIN QASS 5 LF 3fI 35,00 1,858,00 3fI,00 1,050,00 8 2502.541 IS' PERFORATED RC PIPE DRAIN ClASS 5 LF '01 37,00 3,737.110 31.00 1,147.. 0 250.J,511 12' RC PIPE SEWER QASS 5 LF 73 22,00 1,606,00 73,00 1,606.00 0 250.J,511 IS' RC PIPE SEWER ClASS 5 LF 228 23,50 5,358, Ill! 38ll, Ill! 7,050,00 0 2503,511 24' RC PIPE SEWER ClASS 3 LF 151 29.00 ',379,00 151,00 .,379,00 0 250.J,511 3fI' RC PIPE SEWER QASS 3 LF 16 5t1,0l! /l0ll,lIe 16,00 /l0ll.00 0 2503,511 36' RC AlPE SEWER QASS 3 LF 124 46.00 5,704.00 124,00 5,784,00 0 250.J, 51 1 IS' P\IC PIPE SEWER SDR 35 LF 2lJ 25,00 508,IlI! 13,00 325,00 0 SPECIF ICATI~ REFERENCE ~R DESCRfPTIlJ< LWIT fl.i*T!lY !.WIT TOTIk. TOTIk. TO lIIlTE l<<JRK IN PlACE 050J,601 ClHECT TO EXlSTIIE STORM SEWER PIPE Ell 2 500.00 1,.,. 1,00 8 0 050J, 682 8IU'iEAD PIPE LS I l,iIIlll.00 1,.,118 8 8,00 0 85ll6,68'l ClWSTRtCT CATCH BASIN, 2' I 3' Ell 8 /l0ll,0I1 6,408.00 8,00 6,488.00 0 85ll6, 609 ClWSTRuCT CATCH BASIN 27' I. D, EA I 7Il8,00 7011,00 1.00 700,011 0 85ll6, 68'l ClWSTRtCT CATCH 8ASIHII!AttiIl.E, 48' I,D, Ell 2 l,iIIlll, 011 2,000,. 2.00 2,iIIlll, 00 0 85ll6, 68'l ClWSTRtCT CATCH 8ASIN/I!AlfQE, 66' 1. D, EA 3 1,500,00 ,,580,118 3,00 " 5011, 00 0 2506, 511 RECONSTRtCT I!AIfQE LF 10 150.00 1,5011,00 5,75, 1l62, 50 8 2506. S22 ADJUST FRAIlE ~ RING CASTINGS EA 18 150,0t 1,580,00 . 6(18,118 8 85ll6, 601 COItECT TO EXlSTlIE iii OR C8 EA I 5011,00 500, 00 0 0,00 0 0506, 682 ADJUST GATE \'ik.VE - WATER fA 5 15t1,00 75Il,011 5 758,1lI! 0 2511,502 G::'A~RI:l~~R ClASS II TN 5t1 25.00 1,2511,011 27,26 681,50 8 2511,513 TN 3~ 2\J.80 60ll,00 18,65 373,00 0 2521,501 4' ........""'t IoI1I..X SF IN: 1,411 18,768.118 7, 4lI5 18,367.00 0 2""':>1,511 2' 8lTlliIIt<<lJS I/IU Sf 1.20 9;60ll.00 1,584 1,9ll8,80 0 2531. 501 mti.~f1MRB AND SUTTER, IJESIGN B-618 LF l,230 4,3fI lJ,889, . 1,.93 6,.19,911 0 2535, 501 lJ 420 3,50 1,470,ll(l 450 ~575.00 0 2545.501 ELECTRIC LIGHT SYSTEM LS I 3fI,iIIlll,00 3fI,eee, lie 0.911 2 ,845,00 0 0563, 601 TRAFFIC CONTIlQ LS I 5,..00 5,.,00 8,75 3,750,00 0 2564,531 FURNISH ~ INSTlk.L SIGN PHNELS, TYPE C SF 8<: 25,00 2,~4'I,00 54,5 1,362,50 0 0564,601 .' DW81E SOlID LIrfE YELL~ PAINT LF 2,eee ,~ %II, 00 1,445 693,f,/I 8 0564,682 4" SllID LlrfE WHITE PAINT LF 1,2\J\1 ,24 288,00 1110 266,411 0 2571,502 FURNISH AND PUlHT SHADE TREE iSJJGAR NAPlE - 2 1/2' TR 24 250,00 6,iIIlll,1I8 0 0.011 0 BALLED AND !lURlAPPED 2573.503 SIL T FENCE, PREASSEIlBlED IF 700 2,00 l,'IIlI!,00 3Jll 660,00 0 2575,501 SEEDllE ~ 1 5011, 00 50ll,lIe ~ 0,00 0 2575,5e2 SEED, MIlTURE 500 iB ~ 3,00 15t1,00 0 8,80 0 2575,585 SODOllE TYPE LAWN SY 13,~ 1.70 2'2,100,00 2,~ 3,825,00 0 (515,511 IllCH iiaTERllk., TYPE 1 lN 150,0l! 300,00 8,118 0 2575,511 ""'-CH IIATERIIk., TYPE 6 (L, '1,1 CY 20 3fI,00 6il0.00 338 338." 11 2'575,531 FERTILIZER, 12-12-12 iB see ,3fI 158,00 0 8,011 0 0'11,611 6" X 6' TIMBER RETAINING WAlL SF 10 3fI.0I1 300,ilI! 10 3811, 80 0 il554,601 REfIIOVE AND REINSTAll TRAFFIC CUNTIlOl SIGNS EA 13 150,00 1,950, ill! 8 0,00 0 0554,611 IlAIL!IOl 1lEIIJ'IIiL AND RELOCATIlJ< EA 2 50,00 100.00 2 100,00 8 SUBTOTAL - STREET AND STORM SEIoIf.R 365, 170. 00 259, 13\!, 03 ,ANJiARY SEWER AND WATERIlAIN ITEMS 2611,100 6" 0,1, P. ClASS 52 "..TERliAIN LF ;'8 2'5,00 1,950,00 i'6 1, 'l00,80 8 2611,101 6. TO 20' WATERliAIN WET TAP CONNECTION EA I 2,0011,00 2,000,00 1 2,800,00 0 2611.105 ABANDON ExlSTlNG WATER SEOVICE U~J( Eil i'00.0e ,0\',00 3 600, 00 0 2€II,4111 ADJUST E!IST;IE CUR8 !IOXES FA . 100,00 4N,OO 0 0,00 0 2611.501 RELOCATE ~YDRANT FA 3 1,000,00 J, 08e, 00 1 1,000,00 0 2611,502 EXTEND HYDRANT LF 6 225.00 1,350,0\1 0 0,00 0 2611. 700 I NSl.lATION SF 25 2.00 ~,OO 16 }2,00 0 2621.102 6' Jl<.( PIPE ISCHEDULE 4\11 SAN, SEWE, SER'IICE LF 69 211,00 1,380,00 li15 2,100,00 0 2'621. 103 COMCT TO ExlSTING SEWERO<AIN 'SllDllLE CONNECTION) EA ! ~,00 400,00 2 808, 00 0 8" v.C, p, SUllTOTiW.. - SANITARY SEWER AND WATERllAIN 10,938.011 8,.32,00 . Ik. TERHATE BID ITEM LS 1 5,iIIlll,00 5,.,88 8,00 0 6IlAND TOTiW.. - STREET , STORM SEWER, hJlTERllAIN AND SANITARY SEWER 3n,l85,8IJ 267,562,83 Ik. TERHATE 8ID lID 5,iIIlll,. 8.00 CIIIHGE ORDER UBER I B, .52. 63 6IlAND TOTIk. . iW..TERtflTE 8ID lID 382,185,. 276,81..66 ./f PR~ ~/\E ~H~ HERITAGE 1891 COMMUNITY 1991 WJ5(!)-,1.~ 2Q91 CHANGE ORDER CITY OF PRIOR LAKE 4629 DAKOTA STREET S.E. PRIOR LAKE, MN. 55372 DATE: TO: FOR: FOR: December 19, 1990 CHANGE ORDER NO. 1 Brown & Crisf Inc. Proiect No. 90-12. Tower st. & Toronto Ave. Improvements City of Prior Lake, Minnesota You are hereby directed to make the following change to your contract dated July 16. 1990 . The change and the work affected thereby is subject to all contract stipulations and covenants. This Change Order will (increase) the contract sum by Eiqht Thousand Four Hundred Fifty Two and ---- 63/100 Dollars (8.452.63 ). Add the following: See attached memorandum for specific details: Item 2 - Labor and equipment for installing wood $1,000.00 chip lightweight fill that was produced on site. Labor and equipment to furnish, deliver $7,350.00 and install 490 cubic yards of wood chips chips in the li~htweight fill area. Labor and mater1al to install $ 102.63 polyethylene film under wood chip mulch. Item 1 - Item 3 - NET CHANGE ORDER $ 8,452.63 Amount of Original Contract Additions approved to date Deductions approved to date Contract amount to date Amount of this Change Order Revised Contract Amount $ (Nos. ) S (Nos. ) S S (Add) (~) (~) i 382.105.00 0.00 0.00 382.105.00 8.452.63 390.557.63 4629 Dakota St. S,E,. Prior Lake, Minnesota 55372 / Ph, (612) 447,4230 / Fax (612) 447,4245 DATE: December TO: Brown & FOR: Pro;ect FOR: City of 19f 1990 Cr1s1 Inc. No. 90-12. Tower st. and Toronto Prior Lake\, Minnesota i '1- a \is CITY ATTORNEY CHANGE ORDER NO. 1 Ave. Irnorovments Approved as to Form: APPROVALS: Approved CITY OF PRIOR LAKE Owner Respectfully SUbmitted, CITY OF PRIOR LAKE ENGINEERING DEPARTMENT B~~ ~~4/:7-f1 (Ma :: I / --- Date L. . '. J 1/'1/~J C1ty M n~ Date ~ -P ft/vUC~ ~.1~ Bruce Loney V Project Engineer By Approved Brown & Cris. Inc. Contractor aVl~r1 ~rJ. t4 0 lJ,i,t,,~ Ulll ~t~~1 ~ It I' el0v Date Title CONSTRUCTION PAYMENT VOUCHER Estimate Voucher No. 5 For Period Ending: Nov. 30, 1990 90-12 street improvement, storm sewer, qradinq, aqqreqate base. r.oncrete curb & qutter, bituminous surfacinq, sidewaik, bikeway, liqhtinq and appurtenant work CITY OF PRIOR LAKE Voucher Checked By: Date: ( J r~ I 'i ,i Date: December 4, 1990 Project Number: To: Brown and Crisf Inc. 19704 Kenrick Avenue Lakeville, MN 55044 Date: $ $ $ $ $ $ $ 382,105.00 267,232.03 13,361. 60 237,322.46 16,547.97 253.870.43 114,872.97 Class of Work For: city of Prior Lake A. Original Contract Amount $ B. Total Additions $ C. Total Deductions $ 382.105.00 o o Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is 70 % com~leted as of, November 30. 1990 I hereby recommend payment of thls voucher. Project Engineer Approval: ~_ ~a-.V o D. E. F. Total Funds Encumbered Total Value of Work Certified to Date Less Retained Percentage 5% This is to certify that to the best of my knowledge, information, and belief, the quantities and values of work certified herein is a fair approximate. estimate ;~r the period cover~d by thi~foucher._ contracto~ CiC~ .C~ ' Signe~~A~uO;{)~ Date: 1~1'il14/) Title: (1..1/H'O-t1~Ck~ Approved for Payment ~/J /';;;;~ Authorized Representative G. Less Total Previous Payments H. Approved for Payment, This Report Total Payments Including This Voucher Balance Carried Forward I. J. APPROVALS Estl..te VOlICI1er No, 5 -DecelIber t. 1991 ClMIKTOR: Broom I Crist Inc. Street llIpI'OWelt, StOl'll Sewr. Iliing, 197114 Kenrick Avenue ~fu:lllte &He, Cotlcrete ImO and &utter, Lat...-il1e, III 551144 1 U.lllOUl SurfACing, Si....lk, Bikeolly, IDlK STAflm): ~~ 11'r'991 Ligllling IIId Appurt....nt Work SEllI-aJllETIIIIDATE: SEllI-aJllETIIIIDATE: July 1~ 1991 Bids 0pInId: July 16, 1991 I':. A.1l. FIlA. aJRETllJIDATE: Julu I 1992 r' SPECIFlCATllJI I\CI"':~ IUIlER URIPTllJl 1.1lT IIMTITY 1.1lT TOTIl. TOTIl. TO DATE IDlK IN IUCE 0 IDST PRICE IlIIITlTY lDST THIS PAYIENT STREET AND STORII SEWER !TEllS . ~I,581 OILlZATIIII LS I ~...... "..... 1,8 "...' . . 2181,511 IlEARIIIi IDE 1.6. ...,. ,281,. 1,6 ,281,. . 2181,582 IlEARllIi TR 11 I.... 1,1..,.. 28 2..... . . 21'1.586 61U181N6 R:RE ',68 2,.." 1,218,. '.6 1,218.. . 21'1,587 6RL8BIN6 TR 12 1... .. 1,218," 21 ~ 1..,.. . 21ll4,stl REIIlVE ......"",< CUA8 AND SUTTER LF I,m 3.8. ., 785." 866 ,598,. 25 21.... !II DP.{ STllAII DR PIll[ LF, 1\5 a... 9," 121 '368. . . 21M,5IJ RElINE aJlCRETE SllIEIIIUI SF 'J6 1." '.16,. 132 132,. . 21ll4, 583 REIIM IITC IlJS STOP ......"", < SlAB SF 68 2," 128,. 68 128." . 21ll4, 585 REIIlVE BlTlJlltOlS PA'IEIENT SY 4,218 1,. 4,218,. 2,794.54 2, 794, 54 123.66 21ll4,513 SIIIIN6 ~lTlJlltOlS PA'IEIENT LF \91 2." 382, .. 436 872," 3J8 21ll4, 523 SAl VAlE FRAIE AND RIN6 CAST IN6S Ell 4 I..,. 488, .. . .... . 211l5.58\ C!IIOI EXCA\lATlIII CY 1.158 3.58 11,1125, .. 2, 368," 8, 268.. . 21115.587 SU~ EXCA\lATlIII CY ,11I8 3,58 I',.. .. 1,383.62 4,842.67 . 21115,525 TOPSOIL BORRlJI (L, V.l CY k~ 4," k..., .. . .,.. . '\115,621 6Rll1U.AR IIllR1llII TN 4,58 5811. .. 4,482,35 19.81"58 . 01115.623 SElECT C!IIOIIlORP.(Jj (L. V,l CY . 5... 4,...,.. 2,376, .. 1~888." 738 '1115.624 SHREDIlED TIRE BORRlIl TN 2,915 3,. 8,745." 2,658,84 ,952.52 . '733.681 6EOTEXTlLf. TYPE 3 SY ~IIII 1,78 ~67',. R 139." ~ 736, 31 . '733.682 6EOTEXTlLf, TYPE 5 SY ,I" 1,58 ,658, .. ,I..,.. ,658, .. . 2111,581 TEST RIUIN6 RS 14,7' 58." 735," 5.5 275. .. . 2112,581 SU86RADE ~,"'r l"U"'I"lI, IIJt RS 14,7' I... 1,478,. 12 1,218," 6.5 '112.681 IIll.lEVAIlIl PREPARATllJI LF 4.758 1,58 7,125. .. 1,632," 2,448. . 197 .123. 681 WIDE PAIl IXlIER HR 1. I'" .. ,1,== 1.5 158." 1,5 2211.581 ':~~~TtH1':ill~TURE TN 4,-: 7," 3,~~ 23, 145,92 '.164.85 2231,581 TN 75," ~... 4,254, .. . 2331,584 BITlJlltOlS IlATERIIl. FOR MIXTURE TN 68 131.. 7..,.. 17,46 2,269.88 . 2331.514 BASE alJRSE MIXTURE TN 1,1" 13,. 14,_" 328,48 4,165,28 . 2341,584 BITlJlIIOJS IlATERIIl. FOR MIXTlR TN 58 131,. 6,581. .. 19.66 2555.88 241 2341.588 IEARllIi alJRSE MIXTIJIIE IIllDIFIEDI TN 758 15," 11,258, .. 344,98 5',173,58 2357.582 BITlJlllOJS IlATERIIl. FOR TAD< mlT ~ .J98 2." 788." 268... 536, .. '451,689 CRlJSIED m FlUlIlATllJI TN 311I I.,.. 3,...,.. 519,68 5,1'.16.. 25111,515 15' II: APftlJl WITH ml5H GlJlRD Ell ~ 658, .. 1,311I, .. 2," I, 311I, .. 2581.515 36' II: APftlJl WITH TRASH GlJlRD Ell 1 I,.,. 1,581," I," 1,581,. 2512,541 4' PEIlFORATED PVC 0CI0llE 48 PIPE DRAIN LF 211 11," 2,321." 211." 2,321." 2512,541 12' PE.vy".ucu II: PIPE DRAIN llJlSS 5 LF 31 35," 1,I!5lI,. 31," 1,1!5lI." 2512,541 15' PERFDRATED II: PIPE DRAIN llJlSS 5 LF 1.1 37,11I 3,737," 31," 1,147," 2583.511 12' RC PIPE SEWER a.ASS 5 LF 73 22,. 1,686," 73,. 1,686." 2583, 511 15' RC PIPE SEWER llJlSS 5 LF 228 ~3.SI 5.358, .. -.. 7,I!5lI," 2583, 511 24' II: PIPE SEIER llJlSS 3 LF 151 29,11 4, 379,. 151." 4,379,. 2583, 511 31' II: PIPE SEWER llJlSS 3 LF 16 5lI," .... .. 16... ...... 2583,511 36' II: PIPE SEWER llJlSS 3 LF 124 46." 5,7114," 124," 5,~: 2583.511 15' PVC PIPE SEWER SllII 35 LF 21 25.. 581,. 13." SPECIFlCATllJl P.EFEREJC:E NJI8ER lIESCR I PTlIII I.m IlJlNT ITY lJIIT TOTIl. TOTIl. TO DATE I<<lRI< IN IUCE 1!5lI3.681 ClJIIECT TO EXISTIN6 STORII SEIER PIPE Ell 2 _.. 1,_" I,. . 1!5lI3,682 IU.KI6O PIPE LS 1 1,_" 1,_" . .,.. 1!5lI6,689 ClJISTRlCT CATCH BASIN, 2' X 3' Ell 8 .... .. 6,4lIlI," 8," 6,_. 1!5lI6,689 ~~~~~=\~27'I,D.48'I,D, Ell I 718. . 788.. I." 718, .. 1!5lI6.689 Ell 2 I,...,.. 2,.," 2," 2,..., II 1!5lI6.689 ClJISTW CATCH BASIN/=: 66' I,D. Ell 3 I,.," ~,_.. 3... 4,581," 2516.511 REClJISTW IRtIl.E LF 1. 1st,.. 1,581," 5,75 862.st 2516,522 ADJUST FAAE AND RIN6 CASTIN6S Ell I' 158. .. 1,581." 4 681... 1!5lI6,681 ClJlIEtT TO EXISTIN6 lit OR C8 Ell I -.. 5811. . . .,. 1!5lI6,682 ADJUST ~TE YlUE - IIlTER Ell 5 151. .. 758.. 5 758... 2511.582 RINllJl RI~ llJlSS " TN 511 25.. 1,251. II 27.26 681.st 2511.513 6IlIIWlR F IL R TN .. 21... 611, .. 18,65 373... 2521.581 4- .... ...1:,:, IA.J( SF 13, 488 1.48 18,768." 7,485 18,367," 2521,511 2' BITlJlIIOJS IILJ( SF 8,'" 1.28 9,681. .. 1,584 1._88 ~:Il BltiifMilsam.AND llITTER, IlESISl HI8 LF 3'ii: 1" ~m:1 1,~ f'm:1 451 LF 2545.581 ElECTRIC LIGHT SYSTE1l LS I 31,., .. ,-" 8.98 it, 145, .. . 8563,681 TRA'FIC coon LS 1 S, .,.. ~.,.. ..75 3, 758," . 2564,531 ~~~:r~S;t~ilr TYPE C SF 82 25," 2,I!5lI," 54,5 1,362,st 54.5 11564,681 LF 2,'" ,48 968... 1,445 693. 68 1"5 lI564,682 4' Sl1.ID LIIE I.UTE PAIIIT LF 1,218 .24 288.11 111. 266.48 I,ll' 2571,582 FURNISH AND IUIlT SIIlIlE TREE (SI&IIl IlAPLf - 2 1/2' TR 24 251.. 6,-" . .... . 8Il.LED 1M) llJtUlIIPEJ) 2573.583 ~I~l PRElISSEIIlED LF 718 2." I,." 3J8 668... . 2575,5111 R: I 581, .. 588, .. . .... . 2575. 582 =,,:IX~ :,. L8 51 3,. 158. .. . .,.. . 2575.585 SY 13.,,: 1,78 22, 1.,.. 2,258 3,825. . 311I 2575.511 IlLDl iilTERl1l. TYPE 1 TN 1st." 311I, .. 8 .... 0 2575,511 IU.DlIlATERIIi, TYPE 6 IL. V, ) CY 28 38." 611. .. 8 .,. . 2575.531 ~~I~~~'lI.ti~L~NIN6 IR.L L8 581 ,31 1511," . .,.. . ll411.611 SF 1. 31," 311I, II I' 311I, .. 1. 1554,681 REIIIVE IN) REINSTIlJ. TIllFFIC coon SHillS Ell 13 151. .. I'll: . .... . 11554,611 IlAILBllX REIIJVIl. AND RELOCATlIII Ell 2 58.. 2 I.,.. . SUBTOTIl. - STREET AND STORlI SEWER 365, 175... 258,.... 83 SANITARY SEIER AND IIlTERllAIN !TEllS 2611, I" 6' 0, I, P. llJlSS 52 IIlTERllAIN LF 78 25... 1951... 76 ~... .. . 2611.1'1 6' TO 28' IIlTERllAIN lET TAP .. ,.11II Ell I 2,-" ~..., .. I ,.," 8 2611.1115 AIAIIXJI EXISTIN6 IIlTER SERVICE LIIE Ell 2 211I. . 488, .. 3 611I." . 2611.481 ADJUST EXISTIN6 CURB BOIES Ell 4 I'" .. 488, .. . .... . 2611. stl RELOCATE HYDIAIT Ell 3 I,.,.. 3,.... .. I 1,_" . 2611.582 EXTEII) HYDRlIIT LF 6 225. .. 1'3f::: . .,.. . 2611. 718 INSll.ATllll SF 25 2." 16 32." . 2621, 182 6' PVC PIPE (0CI0llE 481 SAN. SEIER SERVICE LF 69 28,. 1,388." 1115 2,1", .. . 2621, 183 ClJlIEtT TO EXISTIN6 SElERllAIN (SADIILf ....."'",IIII) EA I 411. .. 488, .. 2 .... . 8' V,C,P, UTDTIl. - SANITARY SEIER AND IIlTERllAIN 18,938. .. 8,432." II. TEINlTE BID I TEll LS 5,..., .. 5,...,.. .... . 6RlNl TOTIl. - STREET , STIlRIl SEWER, IIlTERIlAIN IN) SANITARY SEIER ID,llI5." 267,232,83 Il.,~..~,< BID ITEII 5,.... II .,.. 6RlNl TOTIl. + II. TERllATE BID lTEII 382,llI5.. 267,232. 83 r; CONSTRUCTION PAYMENT VOUCHER Date: November 13, 1990 Project Number: For Period Ending: October 31. 1990 90-12 Project Engineer Approval : This is to certify that to the best belief, the quantities and values approximate estimate for the period contractor:'B~ DI ~ ,~ ' Date: t\ \ -lDltlo Title: Estimate Voucher No. 4 street improvement, storm sewer, qradinq, aqqreqate base. concrete curb & qutter, bituminous surfacinq. sidewalk. bikeway. liqhtinq and appurtenant work CITY OF PRIOR LAKE Voucher Checked By: Date: Date: 1/ ! &. /;/, Class of Work For: city of Prior Lake To: Brown and Crist Inc. 19704 Kenrick Avenue .Lakeville, MN 55044 A. original Contract Amount $ B. Total Additions $ C. Total Deductions $ 382.105.00 o o $ $ $ $ $ $ $ 382.105.00 249.813.12 12.490.66 134.509.75 102.812.71 237.322.46 132.291. 88 D. E. F. Total Funds Encumbered Total Value of Work certified to Date Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is 65 % com~leted as of, october 31, 1990 I hereby recommend payment of th1s voucher. ~~ - {/ of my knowledge, information, and of work certified herein is a fair covered by this voucher. Signed By~ v'ku~0 ~ ~p-hclLe( Approved for Payment f ~ --r::;:.,/ Authorized Representative G. Less Retained Percentage 5% Less Total Previous Payments Approved for Payment, This Report Total Payments Including This Voucher Balance Carried Forward H. I. J. APPROVALS Estilc1te Voucher No. 4 -OCtober 31, 1990 ClM'RACTOR: Brown & Cris, Inc. Street Ilprovl!II!nt, StOl'll Sewer~ Grading, 19704 Kenrick Avenue A~~regate Base, Concrete Curb and Gutter, La~evi lie, MN 5S844 81 U11lrlOl'!- Surfacing, Sid!\llalk, 8ikl!llay. Lighting and Appurtenant Work ' WORK STARTED: July 25, 1'390 SEMI -CIlMPlETIIJ4 DATE: October 11 1990 S91I-CllflIPlETIIJ4 DATE: July 15, '391 Bids Opened: July 16, 19'30 10:00 H.M. FINAL COMPlETION DATE: Julu 15! 1992 SPECIFICATION REFERENCE NlJIIIBER DESCR I PTI ON ~IT IllANT ITY ~IT TOTIl TOTIl TO DATE ~RK IN PlACE COST PRICE IlJANTITY COST THIS PAYMENT STREET AND STORM SEWER ITEMS 2021,501 I(JBIL I ZATION LS 1 20, .. 0(l 20,..00 1.1 20,..00 0.50 2101. 501 CLEAR I IE ACRE 1. Gil c,..00 3,200.00 1.6 3, 2ilil. 00 0 2101. 502 CLEARIIE TR 11 10U0 1,100.00 20 c,..00 0 c101.506 GRUBB !If> ACRE M0 2,000.ilil 1. 2ilil. ilil 0.6 1,2ilil. ilil 0 2101.507 6RUBBIIE TR 12 100.ilil 1; 200. 00 21 c,IN.ilil 0 21~.501 REI(JVE CtKRETE CURB AND GUTTER LF 1,595 3.ilil 4,785.lle 841 c,523.lle 62.ilil 2104.501 REI<<l'JE STORM SEWER PIPE LF, 115 8.00 920.00 121 968.00 0 21~.503 REI(JVE C1KRETE SIIlEWALK SF 96 I.ilil 96.lle 132 132.lle 132.ilil 2184.503 REMOVE "TC BUS STOP CONCRETE SLA8 SF b0 2,00 120.00 Gil 120.00 0 2104.505 REMOVE 8 ITljlH NOUS PAVEilIENT SY 4 2il\l 1.00 4,2ilil.ilil 2,670.88 2,670.88 17,78 2104.513 SAWING flITlJI!INWS PAVEMENT LF '191 2,00 382.00 106 212.00 0 2104.523 SAlVAGE FRAME AND RIlE CASTINGS EA 4 100.lle 4ile. lle 0 0. lle 0 2105.501 CQMIItON EXCAVATION CY 3,150 3.50 11. 8...?S. 00 2,360.00 8,261.00 I, 6ilil. 00 2105.507 SUBGRADE EXCAVATION CY 3,006 3.50 10.500.00 1,383.62 4,842.67 334.00 2105.525 TOPSOIL BORR()j (L. V. ) CY ~258 4,00 5;00U0 0 1.00 0 0105.621 GRANlUlR BORR()j TN ,. 4.50 22, 500. 00 4,402.35 19,8UI.58 1,857.45 0105.623 SELECT COMMON BORR()j (L. V. ) CY 800 5.00 4,000.00 1,638.00 ~190.00 1,638.00 0185.624 SHREDDED TI RE !lORD TN 2,915 3.00 8,745.00 2,650.84 ,952.52 606. 39 11733. Gill GEOTEXTlLE, TYPE 3 SY 5,100 1.70 8,670.00 5,139.00 8,736.30 0 0733.602 GEOTEXTILE, TYPE 5 SY 5,108 1,50 7. 65M0 5,1il0.ilil 7,650.00 4,800.ilil 2111.501 TEST ROLLING RS l4.70 50,00 '735.00 5.5 275.00 0 2112.501 SUBGRA[( PREPARATION RS 14.70 100.il0 1,470.00 5.5 550.00 0 0112. Gill OOJI.EVARD PREPARATION LF 4,750 1.50 7,125.00 I, 435. . 2,152.50 1,435.00 0123.601 WIDE PAD DOZER HR 18 Ille.ilil 1,000.00 0 il.ilil 0 2211.501 AGGREGATE BASE CLASS 5 TN 4,000 7,00 28,..00 2,341. 71 16,391.97 I, 060. il9 2231.501 BITUMINWS PATCHING MIXTURE TN 40 75.il0 3,ililil.00 56.72 4,254.ilil 24.42 2~1.504 BITlJIINOUS MATERIAl FOR MIXTURE TN El0 130.00 7,..00 17.46 2,269.88 2.08 2331. 514 BASE COORSE "IXTURE TN 1,100 13.ilil 14,300.00 320. 40 4,165.20 0 2341.5il4 BITUMINOUS IlATERIAl FOR MIXTURE TN 50 130.00 6,5@il,00 17.25 2 242.50 17.25 2341.508 WEARING COORSE "IXTURE OKlDIFIEDl TN 750 15. il0 11,258.00 344.90 5, 173. 50 344.90 2357.502 BITlJlHNOUS MATERIAL FOR TACK COAT GA m 2.00 780.00 268.10 536.00 218.00 0451.609 CRUSHE[' ROCK FMDATION TN 300 Iura 3,..00 519. Gil 5,196.. 0 2501,515 15. RC APRON WITH TRASH GUARD EA 2 bSil.00 1,300.00 2.00 I, 300. 00 0 2581.515 36. RC APRON WITH TRASH GUARD EA 1 1,500,10 1,500.89 1.00 1,500.00 0 25il2. 541 4' PERrORATED PVC SCHEME 40 PIPE DRAIN LF 2J\ 11. il0 2,321.00 211.00 2,321.. 0 2502. 541 12" PERFORATED RC PIPE DRAIN CLASS 5 LF 3il JS,il0 1, 050. 00 30.00 1,050.00 0 25il2. 541 IS" PERFORATED RC PIPE DRAIN CLASS 5 LF 101 37,00 3,137.00 31. 00 1,147.00 0 2503.511 12" RC PH'E SEWER a.ASS S LF 13 22.ilil 1,606.00 73.00 1,606.00 0 2"A3. Sl1 15. RC PI PE SEWER CLASS 5 LF 228 23.50 5,358.00 308. 00 7,050.00 0 25il3. S 11 24" RC PIPE SEWER CLASS 3 LF 151 29.00 4,379.il0 151.il0 4,379.00 0 C503. 511 30" RC PIPE SEWER CLASS 3 l.F 16 58.00 800. 00 16.ilil 800. 00 0 2503.511 3b" RC PI PE SEWER CLASS 3 LF 124 46.00 5,784.00 124.00 5, 7~. 00 0 2"A3.511 IS" PVC PIPE SEIE:R SDR 35 LF 20 25.N 500.00 13.00 325.00 0 SPECIFICATION P.EFERENCE OIlER DESCRIPTION IJIIT llJANT I TY ~IT TOTIl TOTIl TO DATE ~RK IN PlACE 05il3. 601 CONNECT TO EXISTING STORM SEWER PIPE EA 2 50il.00 1,..00 1.. 0 0 0503. 602 BULKfEAD PIPE LS i 1,..00 1, 1l0il. 00 0 0. . 0 050&. 609 CONSTRUCT CATCH BASIN, 2' X 3' EA 8 800. 00 6,4ile.00 8.00 6,4ile.00 0 ilS06. 609 CllNSTRlCT CATCH BASlN 27" I. D. EA i 700.00 700.00 1.00 700.00 0 050&. 609 CONSTRlCT CATCH BAS I ~/IIIANIO..E, 48" I. D. Ell 2 l,ililil.era 2,..00 c.ilil 2,..00 0 il506. 609 CONSTRlCT CATCH BASIN/IIAMiOLE, 66" I. D. EA 3 I, 500. 00 4,500.00 3.00 4,500.00 " 2506.511 RECONSTRUCT IlAtfO..E LF 10 150.00 1,500.00 5.75 862.50 0 2506.522 ADJUST FflAIIE AND RING CASTINGS EA 10 150.00 1,500.00 4 f.0il. 00 4 il5il6. Gill ClJtfECT TO EXISTING If! OR CB EA 1 500.00 500.00 0 '.00 0 il"A.602 ADJUST GATE 'Il4.VE - WATER EA 5 150.00 750.00 5 750. 00 5 2511. 5il2 RAND RIPF.A~ CLASS II TN 50 25.ilil 1,258.00 27.26 681.50 0 2511.513 GRANULAR FIL R TN .30 20.00 600. 00 18.65 313.00 0 2521.501 4" ClKRETE WiU SF 13,400 1.40 18, 7Gil. . 7,485 10,367.ilil 7,485 2521.511 2" BITUMINOUS IlALK SF 8,. 1.20 ~ 600. 00 1 584 I, 900. 88 1,584 2531.501 COCRETE CURB AND WTTER, DESIGN 8-618 LF 3,238 4.30 1 , 889.11I 1~493 6,419.98 162 2535.501 BITlIlINOOS CURB LF 4Z8 3.50 1,470.00 0 8.00 0 2515.501 mCTRIC LIGHT SYSTEM LS 1 30,ililil.ilil 30,..00 0.90 27,045.10 0.90 0563.601 TRAFFIC CONTRll LS 1 5,... 5,... 0.75 3,750.00 0.25 2564.531 FURNISH AND INSTILL SIGN PANELS, TYPE C SF 82 25.00 2,058.lle I 1.11I 0 1564.681 4" DOOBLE sa..ID LI IE YELLIJj PAl NT LF 2,. .48 968.00 . 0.00 0 0564.602 4" S(lID LItE I.UTE PAINT LF I, 2ilil .24 288.. 0 1.00 0 2571.502 FURNISH AND PlANT SHADE TREE (SUGAR IlAPlE - 2 1/2" TR ,4 '-'50. 00 6,... I 0.. 0 BlUED AND IKJRLAPPED 2573. sea SILT FEt<<:E, PREA;,:lerlDLED LF 700 2.. l,4lle.. 33il 66il. . " 2575.501 SEEDIIE AC 1 500.10 500.. 8 '.00 I 2575.502 SEED~ MIXTURE 580 LB 50 3." 158.. 8 8.. I 2575.585 SODD IE TYPE ~ SY 13! 8ilil 1.78 17952." 1,958 3,315. . 1,958 2575.511 flLCH MTERIIl., TYPE 1 TN 2 150.08 3ilil. 00 . .... " 2575.511 flLCH IlAltRIIl, TYPE 6 (L. V. ) CY 20 30.00 608.00 I '.00 0 2575.531 FERTILIZER lC:12-12 LB 500 ..30 22,1". I '.00 I ~1I.611 6" X 6" TIMBER RETAINING IIIlL SF 10 3il.i10 _.00 0 1.00 ., '-...,,-,.....,,'"' '\l;'.,!Uvc; D i I LH't i I'IlJI);) I'HVC;J'll;.I~ I :I' '1,CIOll 1.~ '1,C:N.1Ille "DI".~ c:,bl".~ 1/. /U 2184.513 S&HoIIMi Ell TlIIIhOOS PAVDENT LF 191 2.00 382.08 106 Z12.08 I 2184.523 SIl.YAGE FRAIE AND RIMi CASTItei EA ~ 100.00 401. 08 I 8.08 I ?115.581 ClJMW EXCAYATIIJI tv 1.: 3.se 11. ll..."5. 08 2, 368. 08 8,261.. 1,611.. 2115.587 SUIlGRADE EXCAYATIIJI tv 3.se II. SlIlI. . 1,383.62 ~, 842. 67 334.. 2115. S25 TOPSOIL BORRlJI 1L. V.I CY 1'251 4.88 5; 101U0 8 8.08 II 8115.621 6RAtWlR BORRlJI TN ~eee ~.se 22, SlIlI. 08 ~,402. 35 19,818.58 1,857.~5 0115.623 SElECT C!JI04 BORRlJI 1L. Y.I CY . 5.. 4,... 1,638.. ~ 198.18 1,&38.. 0115.62~ SHREDDED TIRE BORIDl TN 2,915 3.01 8, 7~5.08 2,658.84 ,952.52 686. 39 11733.601 6EOTEXTJ LE, TYPE 3 SY 5,100 1.78 8,678.88 5, 139. . 8,736.38 I 8733.602 6EOTEXTrLEMi TYPE 5 SY 5 109 1.50 7.658.08 5,108.08 7,658.08 ~,8lIlI.. 2111.501 TEST Ra..LI RS ' 14.78 50.00 '735. 08 5.5 275.00 8 2112.581 SUB6RADEPREPARATI()/ RS I~. 78 100.00 1,470.00 5.5 sse. 08 0 0112.601 BW.EVARD PREPARAT!()/ LF 4,750 1.50 7,125.09 I, ~35. 00 2, 152. 58 1,435.. 0123.601 WIDE PAD DOZER HR Ie 100.08 1,000.08 8 8.08 8 2Z11.501 AGGREGATE BASE CLASS 5 TN 4,008 7.. 28,..00 2,341.71 16,391.97 1,860.89 2231. 581 B I TIJIIIItaIS PATbi It'" MIXTURE TN It0 75.08 3,000.00 56.72 4,254.08 24.42 2331.504 BITlIIINllUS MATERIIl. FOR MIXTURE TN b0 138.00 7,800.88 17.46 2,269.88 2.18 2331.514 BASE COURSE IIIXTURE TN 1,100 13.08 14,300.00 320.1t0 4, 165.20 8 2341. S04 BITIJIIIINOUS MATERIIl. FOR MIXTURE TN 50 138.90 6,500.00 17.25 2242.50 17.25 2341.508 WEARItfi COURSE MIXTURE IJl()DIFIEDI TN 750 IS.. 11,251.00 344.98 S, 173. 58 344.98 2357.502 BITlIIINOUS MATERIIl. FOR TACK COAT GA m 2,00 788.08 268.00 536.00 ?18.. 8451.609 CRUSHE[i ROCK FlXJNDATI()/ TN 300 10.00 3,000,00 519.60 5,196.00 8 2501.515 15. He APRON WITH TRASH GUARD EA 2 650.00 1,300.00 2.00 1,300.00 8 2501. 515 36" He APfl()/ WITH TRASH GUARD EA I 1,500.00 1, see. ee 1.00 1, see. 00 8 2502.541 4. PERFORATED PVC SCHEDLlE It0 PIPE DRA I N LF 211 11.00 2,321.00 211.110 2,321.110 II 2502. 541 12" PERFORATED He PIPE DRAIN CLASS 5 LF 39 35.00 1,050.00 30.08 1,050.00 8 2502.541 IS" PERFORATED He PIPE DRAIN CLASS 5 LF 181 37.00 3,737.00 31.00 1,147.00 8 2583.511 12" He PIPE SEIER CLASS 5 LF 73 22.00 1,686.00 73.00 1,686.00 0 2503.511 15. He PIPE SEIER ClASS 5 LF 228 23.50 5,358,00 308. 80 7,050.00 II 2503.511 24" He PIPE SEIER CLASS 3 LF 151 29.80 4,379.00 151.00 4,379.00 0 ,503.511 30" He PIPE SEWER CLASS 3 LF 16 58.00 800. 00 16.00 80U0 II 2503.511 36" He PI PE SEWER CLASS 3 LF 124 46.00 5,784.00 12~.00 5, 784. 80 8 2503.511 IS" PVC PIPE SEWER SDR 35 LF ?0 25.110 500. 00 13.00 325. 00 II SPECIFICATI()/ P.EFEREN:E USER DESCRIPT!()/ IJUT IUlNT !TV ~IT TOTIl. TOTIl. TO DATE IllRl( IN PLACE 0503.601 ClMCT TO EXISTItfi STORM SEWER PIPE EA 2 500. 08 1,000.00 1.08 8 8 8583.602 Bi1.KtEAIl PIPE LS j 1,000.00 1,..08 8 8.80 II 0506.609 CONSTRLCT CATCH BASIN, 2' X 3' EA 8 8lIlI. 80 6,401.80 8.08 6,401.08 8 ~.609 C(}f.;TRlCT CATCH BASl~ 27" I. D. EA j 70il. 80 780.80 I.. 780.80 8 0506.609 ClJ6TRlCT CATCH BAS I IMANIO..E, 48" I. D. EA 2 1,000.0@ 2,000.80 2.08 2,000.08 8 0506.699 CllNSTROCT CATCH BAS IN/IIAtHl.E, 66. I. D. EA 3 I, 508. 0il 4,500.08 3.80 4,580.. II 2506.511 REClJ6TRlCT IIAtHU LF 10 158.00 1,508.80 5.75 862.50 8 2S06. 522 ADJUST FflAIIE AND RItfi CASTIte EA 10 150.90 1,508.00 4 €.00. 00 4 0586.681 ClJtt€CT TO EXISTING IIfI OR CB EA 1 500. 00 508.80 8 0.00 8 0"A.602 ADJUST GATE VlLVE - WATER EA 5 150.00 750.00 5 750. 00 5 2511.5i2 RANOOIl R I PP.A~ CLASS I I TN 58 25.00 1,251.08 27.26 681.50 8 2511.513 SRAtUAR FIL R TN 30 20.00 608. 00 18.65 373. 80 II 2521. 581 4. ClKRETE IoIlU SF 13,1t08 1.48 18,760.08 7,485 18,367.08 7,485 ?521.511 2. BITlJIIhOOS WAlK SF 8IN 1,20 9,608.80 1,584 1,900.80 1,584 2531.501 ClKRETE CURB AND OOTTER, DESIGN 8-618 LF 3'238 ~.30 13, 889. 80 1,493 6,419.98 162 2S3S.501 BITIJIItaIS CURB LF '420 3.50 1,470.80 8 8.80 II 2545.581 ElECTRIC LIGHT S~~TEM LS I 30,000.00 30,000.00 0.98 27,845.00 8.98 0"...63.601 T~FIC CONTRa.. LS 1 5,000, 00 5, 0Il0. 80 0.75 3, 750. 00 8.25 2564.531 FURNISH AND INSTIl.L SIGN PIltELS, TYPE C SF 82 25.00 2,050.80 0 8.80 8 0564.601 4" DOOBlE SIl.ID LItE YELLIJ/ PAINT LF 2,000 .48 960. 00 8 0.00 II 0564.602 4" SIl.IO LItE illITE PAINT LF 1,200 .24 288.00 0 8.08 8 2571.5e2 FURNISH AND PLANT SHADE TREE (SUGAR MAPlE - 2 1/2" TR ,4 ?S0. 00 6,000.80 8 0.00 8 BALLED AND BURlAPPED 2573.503 SILT FENCE, PREASSEJIlIl.ED LF 700 2,00 1,401.80 330 660.00 II 2575.581 SEEDItfi AI: 1 500. 00 500. 08 8 0.00 8 2575,5e2 SEED~ MIXTURE 500 LB 50 3.08 158.80 8 0.00 8 2575.505 SODD N6 TYPE lAWN SY 13!eJ00 1.70 17952.08 1,958 3,315.00 1,958 2575. 511 MlLCH iilTERI Il., TYPE 1 TN 2 150.0Itl 308.00 0 8.00 II 2575. 511 ItLCH MATERIIl., TYPE 6 (L.lI,) CY 20 30.80 600.00 8 0.80 8 2575.531 FERTILI ZER\J:2-12-12 Lll 500 .30 22,100.80 0 0,00 8 0~11.611 6" X 6" TI R RETAINItfi WIll. SF 10 30.08 300.80 " 0.00 8 05S4.601 REI<<IVE AND REINSTALL TRWFIC ~TRtl. SIGNS EA 13 1 se. 00 1,958.00 8 0.00 8 0554.611 MAILBOX ROOVIl AND RELOCATIIJI EA 2 50.. 180.00 2 I... 2 SUBTOTAL - STREET AND STORM SEWER 365, 175. 80 241,381.12 SANITARY SEWER AND WATERMAIN ITEIIS 2611.100 6. D. I. P. CLASS 52 WATERMAIN LF 78 25.1/10 1,958.80 76 1,900.80 8 2611.181 6" TO 20. WATERllAIN WET TAP ClJfECTI~ EA 1 2,000.80 2,000.80 1 2, 000. 00 8 2611. 185 ABANJl()/ EXISTItfi WATER SERVICE LIrE EA 2 208. 80 400,80 3 600.00 8 2611,1t01 ADJUST EXISTIMi CURB BOXES EA 4 108,08 401. ee 8 0.08 0 2611. 501 RELOCATE HYDRIWT EA 3 1,900.80 3,000.00 1 1,000.00 II 2611.502 EXTEND HYDRIWT LF 6 225.08 1,350.. 8 0.08 8 2611. 780 INSlLATIIJI SF ?5 2.118 58.80 16 32,00 8 2621.182 6" PVC PIPE (SOEllllE 48) SAN. SEWER SERVICE LF 69 20,80 1,380, ee 185 2,100.118 8 2621.103 CCNECT TO EXISTItfi SEWERMAIN (SADDLE C(lf.{CTI~) EA I 400.00 400,00 2 800. 08 8 S. v.c. p, SUEtTOTAl. - SANITARY SEWER AND WATERMAIN 18,930.80 8,432.80 Il. TERNATE BID ITEM LS 5,000.08 5,000.08 8 8.08 8 GRAND TDTIl. - STREET, STORM SEWER, WATERllAIN AND SANITARY SEWER m,II5.80 249,813. 12 Il. TERNATE BID ITEII 5,000,1lI 8.08 GRAND TOTIl. + Il. TERNATE BID ITEM 382,ll5.1lI 249,813,12 CONSTRUCTION PAYMENT VOUCHER Estimate Voucher No. Date: October 5, 1990 Project Number: For Period Ending: October 5. 1990 90-12 3 Street imDrovement. storm sewer, qradinq. aqqreqate base. concrete curb & autter. bituminous surfacinq. sidewalk. bikewav. liqntinq and aDDurtenant work This is to certify that to the best belief, the quantities and values approximate estimate for the period Contractor: (>)fbl.L);J cj <2..R f~ Class of Work For: Citv of Prior Lake To: Brown and crisr Inc. 19704 Kenrick Avenue Lakeville, MN 55044 A. Oriqinal Contract Amount $ 382,105.00 B. Total Additions $ C. Total Deductions $ D. E. F. G. Total Funds Encumbered Total Value of Work Certified to Date $ $ $ $ $ $ $ 382.105.00 141, 589.21 7.079.46 86.844.52 47.665.23 134.509.75 240.515.79 H. Less Retained Percentage 5% Less Total Previous Payments Approved for Payment, This Report Total Payments Including This Voucher Balance Carried Forward Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials are satiSfactory and the work properly 'performed in accordance with the plans and specifications and that the total work is 37 % com~leted as of, October 5. 1990 I hereby recommend payment of th~s voucher. Project Engineer Approval: ~ ~ 'v . ~ of my knowledge, information, and of work c tified herein is a fair covered y is ~ouc~r. Signed By ~ Title: Approved for Payment ~~j~L _ A~~~f1zed Representative I. J. APPROVALS Da te : J f) -, 0 - 9 0 CITY OF PRIOR LAKE Voucher Checked By: Date: Date: /ojo/rfO Estillate Voucher No. 3 -october 5 19ge alfTRACTOR: BroIm & Cris Inc. Street It.,. ."~, StOl'll Setter! Brading, 19704 Kenr-ic~ Avenlll' ~tregate Base, Concrete Curb and Gutter, lakevi He, * 55M4 1 UllnouS Surfacing, SideNalk, BikeNaY, Lighting and Appurtenant Work 'l)RK STARTED: July 25 19'38 S91I-a:MPLETI~ DATE: October' 1 1990 Bids Opened: July 16, 1990 10:. A.... SEMI-alMPlETIII4 DATE: Jul)' 1~ 1991 FUR ClIIPLETIII4 DATE: Julu 1 , 1992 SPECIFICATHW REFEREta tuBER DESCRIPTI(W lMIT IUlNTITY lMIT TOTIL TOTIL TO DATE I<<JRK IN PUU: rosT PRICE IUlNTITY COST THIS PAvtENT :J IIU I AND STORM SEWER ITEMS 2021.501 KlBILIZATI~ lS 1 20." ., C1l,.. . 0.5 10,.. , 2101.501 CLEARI~ ACRE 1.68 2,... 3,211.. 1.6 3,201.. 0 2101.502 D.EARING TR 11 I... 1,100.. 20 2,... 8 2101.506 GRUBBI~ ACRE 0.68 2,... 1,201.. 0.6 1,201.. e 2101.507 GRUBBING TR J2 I... 1,2M.. 21 2,1... 8 2114.501 REJIIlVE CO<<:RETE CURB AND GUTTER LF 1,595 3.. 4,785.. m 2,337.. 657 2114.501 REIIlVE STORM SEIER PIPE LF. 115 8.. 928. . 121 968.. 43 2114.503 REIIlVE CO<<:RETE SIDBR.K SF 96 1.. 96.. 8 e.. 0 2114.503 REIIlVE MTC IUS STOP COCRETE SLAB SF 68 2.. 128.. 68 121.. 68 2114.505 REJIIlVE BITlJUt<<lJS PAVEMENT SY 4,208 1.. 4,201.. 2,653.18 2,653. Ie 2,468. 99 21M.513 SAWING BITl.Uto.JS PA'JDENT LF 191 2.. 382.. 186 212.. 186 2114.523 SIl.VA6E FRIIE AND RING CASTINGS EA 4 1... 481.. 0 e.. e 2105.501 C(Ml(W EXCAVATIII4 CY 1. 150 3.50 11,025.. 768 t. 668.. 168 2105.507 SUIl6RADE EXCAYATIII4 CY ,- 3.50 18,508.. 1,849.62 ,673.67 1,849.62 2105.525 TOPSOIL BORROW (L.V.) CY k258 4.. 5,_.. , e.. 0 8105.621 GRAN..lAR BORROW TN ,. 4.50 22,508. . 2,544.98 11, 452.05 1,558.38 eI05.623 SELECT (;(MIO BORROW (L. V.) CY 808 5.80 4,... e ... e 8105.624 SHREDDED TIRE BORROW TN 2,915 3.00 8,745.. 2,844.45 6, 133.34 1,883.16 0733.681 6EOTEHIt?, TYPE 3 SY ~1. 1.70 ~670.. 5,139.. 8, 736. 38 289. . e733.602 6EOTEXTI ~ TYPE 5 SY IN 1.50 ,650. . _.. 458.N _.M 2111. 501 TEST RW.I P.S ' J4.70 50.. 735.. 5.5 275. . 5.5 2112.501 SUIlGRADE PREPARATIII4 RS 14.ie 1..00 1,478.. 5.5 558. . 5.5 '112.681 BOO..EVARDPREPARATIII4 LF 4,150 1.50 7,125.. , fl.. e 0123.601 WIDE PftD OOZER HR Ie I... 1,_.. 8 8.. 8 2211.501 AGGREGATE BASE D.ASS 5 TN 4,. i.. 28,.. 1,281.62 ~ 971. 34 J,187.39 2231.501 BI1lJUtOJS PATbiING "IXTURE TN 40 75.08 3,... 32.38 2,422.50 32.38 2331.504 BITUMItOJS MATERIIL FOR "IXTURE TN b8 138.80 7,_.. J5.38 1, m. 40 15.38 2331.514 BASE CWRSE MIXTURE TN 1,180 13.80 14,_.. 328. 48 4,165.21 328.48 2341.504 BITlJUNllJS MATERHl, FOR MIXTURE TN 50 138.N 6,508.. 8 8.. 8 2341.508 WEARING CWRSE "IXTURE (ImIFIED) TN ~ 15.. 11,258.. 0 I.. 8 2357.502 BITlJIUo.JS MATER HI. FOR TOCI< COOT SA 3CJ0 2.00 788.. 50 1... 58 0451.689 CRISED ROCK FWGlATIII4 TN - Ie.. 3,_.. 519.68 5,196.. 0 C!S01.515 15- RC APRlI4 WITH TRASH ~RD EA 2 b58. ee 1,_.. 2.. 1,_.. 8 2581.515 36- RC APO WITH TRASH &mRO EA 1 I, S8IiI.. 1 , S8IiI. . 1.. 1,501. . ...18 2582.541 4- PERFORATED we SODllE 4e PIPE DRAIN LF 211 11.. 2,321.. 211.N 2,321.80 8 2582.541 12- PERFORATED RC PIPE DRAIN CLASS 5 LF 38 35.08 1,858.88 38.. 1,858.. 0 2502. 541 15- PERFORATED RC PIPE DRAIN CLASS 5 LF 1111 37.. 3,7:r7.. 31.. 1,147. tlfI 8 2503.511 12- RC PIPE SEIER D.ASS 5 LF 73 22.80 1,616.. 73.. 1,606.. 8 2503.511 15- RC PIPE SEIER CLASS 5 LF 228 23.58 5,358.18 388.88 7,850.. 8 2503. 511 24- RC PIPE SEIER D.ASS 3 LF 151 29.. 4,319.. 151.. 4,379.. 8 2503. 511 38- RC PIPE SEWER CLASS 3 LF 16 50.. 888. . 16.. _.N 8 2503.511 36 - P.C PIPE SBEP. CLASS 3 IF 124 46.. 5,704.. 124.. 5,784.. 8 2583.511 15- we PI~ SEI€P. SDR 35 LF ~ 25.. 508.88 13.. 325. . 8 SPECIFICATI~ P.EFERaa NlJL1BER DESCRI PT I IJ4 !.WIT IUlNTITY !.WIT TOTA.. TOTA.. TO DATE IIJRK IN IU:E 1583.681 aNECT TO EXISTItti STORM SBER PIPE EA 2 ... I,... 1.. . . 0Se3. 682 BlA..Kt€AD PIPE LS 1 1,.. I,... I 8.. I 0586.689 COOTRlI:T CATDi BASIN, 2' X 3' EA 8 see.. 6,481.. 8.. 6,_. I f'S06.689 ro'4STRlI:T CATDi BASI~ 21" I. D. EA 1 780.. 7.... 1.. 781. . I 0586.689 COOTRlI:T CATCH BASI IMAftO.E, 48" I. D. EA 2 l,B.. 2,.." 2.. 2,.... I 8S06. 689 CtlSTROCT CATDi BASIN/IiRtQ..E, 66" I.D. EA 3 1,588.. 4,.." 3.. 4,_.. I 2506.511 RECOOTROCT MAtfD.E LF 11 151.. I,.." 5.75 862.51 4 2506. S22 ADJUST FRAIl( ~ RlNi CASTIttiS EA II 151.. I, SIlII. .. I ... . 0SI6.681 IlNECT TO EXISTINi iii OR CB EA 1 ... SII. . I I.. I 8S06. 682 ADJUST GATE VA..YE - WATER EA 5 151.. ~... . I ... 8 2511.512 RANIXIl RIPRAfi ClASS II TN 58 25.. 1,251.. 27.26 681.51 8 2511.513 6RAt<<I.AR FIL R TN 38 ze.. 688. . 18.65 373.. 8 2521.511 4" IXI<<:RETE IILJ( SF 13,418 1.40 18,768." 8 .... . 2521.511 2" BITtIIINllS R.K SF 8_ I.ze ~ 681. .. . ... I 2531.511 CtKRETE CURB AND GUTTER, DESIGN B-618 LF 3',238 4.38 1 ,889.. 1,331 5, 723. 31 1,331 2535. 511 BITtIIINllS CURB LF 428 3.51 1,47.... . .... . in:l/ ~fi!~ SYSTEM ~ I ~.:I ~;.:I 1.51 2, ,1:' '.25 2564. 531 FURNISH AND INSTA..L SIGN PAtELSttr TYPE C SF 82 25.. 2,158." I I.. I 0564. 681 4" DOOIl.E 5O..ID LItE VE1.UII PAl LF 2,. .48 968. .. " ... I 8564. 682 4" 5O..ID LItE IIUTE PAINT LF 1,2e0 .24 288." 0 e.. I 2571.582 FURNISH AND PLANT SIRIE TREE (SOOAR MAPLE - 2 112" TR t!4 2Se. .. 6,11I." . .... 0 BAlLED AND BURlAPPED 2S73.S13 SILT FEta, PRE~ED LF 7.. 2.. 1,401&. .. 331 6618. .. 331 2575.511 SEED Itti AI: 1 .... .... 0 .... . 2S75. 512 SEED, MIXTURE SII L.B ~ 3.. ISle." . e.. . 2575. SIS SODDlNi TYPE IJlI,M SY 13,B 1.71 17952. . 0 0." I 2575.511 IILDi ~TERIA.. TYPE 1 TN 2 151.. 3M." 0 0." " 2575.511 IILDi MATERIA..', TYPE 6 (L. Y. ) CY 2'0 38." 688. .. I I." 8 2575.531 FERTILIZER~2-12-12 LB SI0 .31 22,1.... " ... ~ 8411.611 6" X 6" TI R RETAINlNi WALL SF HI 38.. 318. . " I." . 0554.681 REIIIYE AND REINSTA..L TItiFFIC COO'IO.. SIGNS EA 13 151.. 1, 95e. .. 8 .... 8 1SS4. 611 MAILBOX RBIMl. AND REl.OCATI1J4 EA 2 51." 1.... 8 8.. 8 SUBTOTA.. - STREET AND STORM SEWER 365,175. .. 133, 157.21 SANITARY SEWER AND WATERMAIN ITEMS 2611.1. 6" D. I. P. a.ASS 52 WATERMAIN LF 78 '-'S... 1,95e.. 76 I,... I 2611.181 6" TO ze" WATERMAIN lET TAP aNECTI1J4 EA 1 2,B.. 2,.." 1 2,.. . 2611.105 ~OON EXISTING WATER SERVICE LItE EA 2 280.. 480.. 3 618. . I 2611.401 ADJUST EXISTINi CURB OOXES EA 4 1... 4.... I .... 8 2611.511 RELOCATE HYDRANT EA 3 1,..08 3,_." 1 I,... . 2611.512 EXTEND HYDRANT LF 6 225. .. 1,351." 0 .... I 2611.7. INSt1.ATJ IJ4 SF C5 2.. 51." 16 32.. I 2621.112 6" P','C PIPE (!DDlli 481 SAN. SEIER SERVICE LF 69 2'0.. 1,381. .. lIS 2,1.... I 2621. 183 IlNECT TO EXISTItti SEWERMAIN (SADDlE COtfECTI1J4) EA 1 400.00 4e8. . 2 ... I 8. Y. C. P. SUBTOTA.. - SANITARY SEll:R AND WATERMAIN 1',938.. 8,432.. A..TERNATE BID ITEM LS 1 5,B." 5,... . ... . &RAND TOTA.. - STREET , STOfIIl SEll:R, WATERMAIN AND SANITARY SBER 3n, 185.. 141,589.21 A..TERNATE BID ITEM 5,...... .... GRIN> TOTA.. + A..TE~TE BID ITEM 382, 1 (IS. II 141,589.21 (Y0uc:h3) CDN"U'lJcrroN PAYMOO VOOU1J:i.t{ F.stimate Voucher No. 2 For Period Ending: _ Seot~r 5, 1990 Date: SeotenDer 5. 1990 Project Nurrber: 90-l2 (S.A.P. 20l-1l3-Ql> Tower StJ:eet alld Toronto Avenue Class of ~rk : .street imProvE!nent. stotm sewer, grading, aaqreaate base, concrete ,gut> and autte:r, bituminous su.rfacina, sidewalK., bikewav. lighting and aoourtenant won To: Brown and Cris, Inc. 19704 Kenrick Avenue Lakev ille, MN 55044 For : ~tv of Prior Lake A. Original Contract Amount $ 382,l05.00 B. Total Additions $ C. Total Deductions $- D. Total Funds Encunbered $ 382,l05.00 E. Total Value of Work Certified to Date $ 9l.415.29 F. Less Retained Percentage 5% $ 4,570.76 G. Less Total Previous Pa~"'c:.l.ts $ 52,65l.45 H. Approved for Payment, This Report $ 34.l93.07 I. Total Pa~...c..~s Including This Voucher $ 86,844.52 J. Balance Carried Forward $ 290.689.71 AJ:.l: lUJ'lALS Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is 24% \,.vlIl!:'leted as of Seotenber 5. 1990 , I hereby recommend paiu,c..t of this voucher. Signed: ~ ~ This is to certify that to the best of ~ knowledge, information, and belief, the quantities and values of work certified herein is a fair approximate estimate for the period covered by this voucher. (\ n Contractor :~LVA-.-~ CR-1L- Signed ~.. ~ Date: q - \2-r C\o Title ~.'l)~ Approved for Payment ~".~,~ Date: 7' hi'!;,; Authorized Representative v . . Estl., ~udIIr No. 2 :=r:l, 1'1.lI ,,. ; I: ~.' i.t :. ,JI IllwI & Cri~ lIE. Stl'tllt 1Ipr,. .1, Stcn , &riding, 19714 hi Avr.lur ~ll' Bur, C, . "llMIIlIId Butt"" lIIcrvlll" III !1144 8 .. IlOUS SurfICI,., SldrIlIlk, 81....../, . Light!,. .nII l!pporillllllt IIork IDIl STAIlTElh ~~l'1'991 SEIlI~11Il DATE: SEIlI~11Il DATE, July I~ 1991 81a lIpINdl July 16, 1991 1',. A. N. FIIR. aJRETllIl DATEI Julu I 1992 . SllECIFlalTlIll REFEIlEIa IUIlER IESCRIPTIIIl IIIIT 1IAI11TY III" TIlTII. TDTII. TO DAr:: IDIl IN poJU COST PHllE llJ1NT1TY COST THIS "1,1 "' STREET 1M) STllIIIl SEIER ITEIlS 2ll2I, :581 IIlIIUZAT!C'Ii LS I 2t.. ~.. ..5 It... . 21'1.511 I1EARIIE IQE I. lit 2,=.-= 218. .. 1.6 218... . 2181,512 CLE:lRllG TR II 1:1..... 12 I, 211. ID . 21'I,:5lI6 _lIE II:RE ..lit 2,., .. 1,218. .. ..6 1,211." . 2181.517 6Rli~l!Ei TR 12 I..... I,ZII.M 13 I,::: . 2114.:581 REIIM ClKRETE OJRB 1M) ElJTTER LF 1,595 3," .,785." 122 122 2184.:581 REIIl'F- S1'0AII SEilER PIPE LF. 115 8... 928. '" 78 624." . 2184.:5lI3 REIIM ClK!lETE SlllEWII.J( SF 96 1," 96... . .... 8 2184,:5lI3 REIIM llTC IllS STOP ClKRETE 9-AIl SF !if 2... 12t. .. . .... . 2184,585 REIIM 81TlJ11POJS PA\'EIEHT SY 4,281 1," 4,281, .. 184.11 184,11 184,11 2184.513 SAilIIE 8!T1.nm ~9,gENT LF .91 2... 382.ID I l.ilI . 2184,523 S1L..... FRlK 1M) RIlE CASTIIIlS EA 4 I..,.. ... . I,. . 2185,511 ClJIID EXt:AYAT:1Il CY 3,151 3.51 11,1125, .. . .... . 2185.:587 SlII6IlAllE EICAYATlIIl CY 3,. 3.51 11;-. I .... . 2.85,525 TDI'$IL IIlRlllJj (L, V.l CY 119 4." 5,." I .... . '185.621 6IlfIWlR IIlRlllJj TlI 5:... 4,51 22,_. 'l86.lit 4,~: 199.85 IIB:l.623 SElECT ClJIOl [GRIJj TlI eel 5," ~~: . I '185,624 5IIlEDIlEIl TIRE IlORRlIl TlI ~915 3.. 961.29 ~883.a7 961.29 87:!3.litl """,...Iii. TYPE 3 SY ~\: 1.71 ~S7l.ilI 4,~.. 8,38... 4,~. 1733. 6t2 fEST"W Iii; TYPE 5 SY 1,51 ,6:11, .. ... 2111.511 AS 14. Ie 51.. 73S. .. . ... . 2112.:581 9,,: ",':" ;IllEPARATIIIl AS 1..71 I..,.. 1..71." . .... I 1112. litl IIllLEY!lRD PREPAIlATlIIl LF 4,~ 1.51 7.la.. I ... I '123. litl WIllE PAD DOZER III I'" .. I,... . I,. I 2211.:581 _IE ~ CLASS 5 TlI .,~ 7." ~::: ~.23 659.61 ~,23 2231,511 81TlJ11POJS PA lIE NIXlIJlE TlI 75._ I ..- I 2331,514 8ITlJIlPOJS ~TERIII. FIJi MIXlIJlE TlI lit 131," 7,...... . .... . 2331,51. BASE CllJRSE MIXlIJlE TlI 1,1_ 13,_ 14,.,.. I 1,- I 2341.514 81TUlI!GlS IIrrERIII. FOIl NIXTlJE TlI 51 131. .. 6,_M I ... I 2341,518 lEAllllE CllJRSE MIXTURE UIlOIFIEDI TlI 751 15._ II.:,: I ..- . 2357,512 BlTJlIID.'S MAItRIII. FOIl TIO< COlT SA 391 2... I l.ilI . 1451.6t9 CRUSIED !lOCK FlINlATlIIl TlI 3It I.... 3,.,_ 519. lit 5, 196.. 121,98 ~"1.515 15' II: APRIIl WITH TRASH lUlRD EA 2 650,_ 1,__ 2.ID I,." .... 221,515 36' IlC APRIIl WITH TRASH liIlRIl EA I 1,511. .. 1,__ 1,- 1,511. _ .... ~.ez. S.I .' IIEJIFOl'<j:TED P'.t SODll.E 48 PIPE DAAIN LF 2B H." 2, 3<1. ill 211," 2,32.... 211," 25t2. S.I 12' ....'.""."" IlC PIPE DRAIN ll.ASS 5 LF 31 3:5,. I. t51... 31._ I,D," 31." ~.ez. S.I 15' PERFlJRP.TED IlC PIPE tRAIN ll.ASS 5 LF III 37," 3, 737.M 31." 1,147.. 31._ 2583,511 12' IlC PIPE SEIER ll.ASS 5 LF 73 22._ 1,616._ 73,. 1,616.. 42." ~.eJ. 511 15' IlC PIPE SEIER CLASS 5 LF <E8 23. 51 5,358. M ..- 7, t51... 35... 25e3. 511 2.' IlC PIPE SEIER ll.ASS 3 LF 151 29," .,::: 151." .,379," I ~.e3.511 31' IlC PIPE SEIER ll.ASS 3 LF 16 :lI... 16.. 801, .. I 2583,511 36' IlC PIPE SEIER ll.ASS 3 LF 12. 46,_ 5.=:: 12.... 5,7M," I ~.eJ, 511 15' P\IC m'E SEiER SJlR 3:5 LF EI a.. 13.. Z,.. . SPECIFlalTlIll REFEIlEIa IUIlER IESCRIPTIIJi IIIIT 1IAI11TY IIIIT TDTII. TDTII. TO DATE IDIl IN PIJI:E 1513. lit 1 ., 1 '.' TO ElISTIIE SllJAM SEIER PIPE EA 2 511, .. I,." I." . . 1Ul.6t2 IIIl.KIUI PIPE IS 1 1,._ 1,.- . ..- . 1I:5lI6,6t9 ClI6TW alTtH BASIN, 2' X 3' EA 8 .,. 6, 481._ 8," 6, 481," 5," 85t6. 6t9 ClI6TIU:T alTtH BASIN, CT' 1.0, EA I 7... _ 7lIII.M I." 711.. I.. 85t6. 6t9 ClI6TRIET alTtH BASIN~ 48' I,D. EA 2 1,..- 2,.,_ 2," 2,..., .. I,. 1I:5lI6,6t9 lDiST"'..tT alTtH EllSINlIAtO..E, 66' r, t. EA 3 I,.," .,_. 3,ilI .,_ID .... 2:5lI6,511 "",,",..,..J:T IAtO..E LF II 151." 1,_" 1.15 262,51 1,15 ~... 522 ADJ.sT FRAE 1M) RIlE CASTIIIlS EA I' 151." I,::: I ..- 1I:5lI6,681 ClMECT 10 EXISTING lit OR CB EA I 511, .. I I,. ~.e6. 6t2 ADJUST iJlTE YIl.>f - l/ATER EA 5 151.. 75I.ID I '.ilI 2511,512 =lfrmRll.ASS 11 TlI 51 a_ 1,258." CT,26 681.51 2511,513 TlI 3t 21.. 611.. 1..65 373.. 2521,:581 .' tIKRETE IRJ( SF 13,481 1.48 IN:': I .... ~1.511 2' 81T!JIlItD!i IRJ( SF tm 1,28 . ... 2531,:581 BiiUU:~ ~ 1M) lIIT1ER, 1lES19I 8-618 LF 4.31 13:889,- I .,.. 2535.511 LF 42t 3.51 1,.71.ilI I ',ilI ~:581 ELECTRIC LI9IT SYSTEIl LS I 31,.," 31,.... .. . .,.. Cl563. litl TRlFFIC i31TlIll. LS I 5,.. ;... 1.25 1,258.ID ~.:531 FURNI91 iJIl INSTill 5191 PAIELS, TYPE C SF 82 25._ 2.1:1I. . I.. ~~.litl 4' Illl8.E 5l1.ID LilE Y8.1IJj PAINT LF 2,. ,48 961.. ... 85M,6t2 4' Sll.ID LItE IftITE PAINT LF I,z: ,24 288. . .... 2571.512 FURNI911Nl PL.!WT !HlIlE TREE (5l8lR !RIlE . 2 1/2' TR 258, .. 6..... .... BlUED 1M) ULA/IPED 2573. :lt3 ~I~ PREASSElIIl.ED LF 7tt 2.. I,::: .... 2575, :581 II: I 511, . .,.. 2575, 512 SEED Mrmij;E 511 LB 51 3.. I5I.ID ... ~585 1iiOO'lI~ TYPE UIII SY 13,. 1,71 17'J52. .. .... 2575.511 IU.Ol 19111., l'IPE I TlI 2 151. .. 3aM ... ~511 IU.OlIllTERI~ TYPE 6 (L, Y.) CY 21 3I.18Y 6It.88 I.- ~~.:531 FERTILIZER 12-12-12 LB . ,31 ~I"'. ... 1411.611 6' X 6' TIm RETAINING IR.L SF I' 31." -.. .,.. 85511. lit I REIIM 1M) REINSTIll TRlFFIC lDlTlIll. SiliNS EA 13 151._ 1'rA:: ... 85511.611 MAIlBOX IlEIIJ\III. 1M) RELOCATlIIl EA 2 51._ .,- !i8TDT1l. - STREET lNl STDIIl UR ~,I75.. 82,983.23 SAlITAIIY SEIER 1M) I/ATERIIlIN lTEIlS 2611.1" 6' 0.1. P. CUl5S 52 I/ATERIIlIN LF 7@ a.. 1,951,_ 76 I,.... 76 2611,111 6' TO 21' l/ATERNAIN lET TAP ClMECTIIIl EA I 2,.," 2,.. I 2,... I 2611,115 ," , '" ,I EXISTING l/ATER SERVIlE LIIE EA ~ Ell. .. .M 3 611... 3 2611,481 ADJUST EXlSTIIE CURB lilIES EA . 1.._ .. . ... I 2611,511 RELOCATE tM:-RIM EA 3 I,.. 3,..- I I,,,::: I 2611,512 Exa HYIllRIT LF 6 225,. I.:S:: . . 2611,718 11alAT!()i SF 25 2... 16 32," 16 2621,112 6' P\IC PIPE (SCIOLlE 48) SAN. SEIER SER'JllE LF 69 21." 1,381, .. 185 2, I..... 185 2621.183 ClMECT ro EXlSTIIE SElERIIlIN (!i/IlIlE ~",I""...11Il1 EA I .- ... 2 ... 2 8' Y.c.P. SlITDTII. - SAlITAIIY SEIER r<'4O IIlTEAlAIN 11,938,_ 8, 4J2,. II.\~...",~ 810 ITEIl LS 5,.- 5,." ..- . 6RllII) TDTII. - STREET , STDIlI! SEIER, I/ATERIIlI~ 1M) SAlITAIIY SEIER 377,IB:l.OI 91,415.29 II.,~~",\~ 810 ITEIl 5,..., .. ..- 6RllII) TDTII. . II.TEINlTE 810 ITEIl 382,IB:l.M 91,415. 23 ~" "~'__"__"_'_'_'_~~____~' __~ "0 ,"'_._'.,~._----_.__." -......,.._~_.--.,--_..-..,--"- ,..-." -...~ " .,.-...~-,_.._.,.._-"."._-_._.,-~-"._-_.~.~---_.--,-_.,,,~..._._....~-- <DN~.1rWCl'ION PAmENr VOOCHER Estimate Voucher tb. 1 For Period Ending: Au9ust l41 1990 Date: Auaust 14. 1990 Project N.mtler: 90-12 (S.A.P. 201-l13-0l> Tower Street and TotQDto AV..m\le : ~.. rovement. st~ sewer, grading. aaar.egate base, concr~te d cutter. bituminous surfacing. sidelllalk. bikeway, lighting d aoourtEmSmt woJjs, To: Brown and Cris, Inc. 19704 Kenrick Avenue Lakevi11e, MN 55044 Class of Work For : ~ tv of Prior La.ke A. Original Contract ArIount B. Total Additions \ ",,"'l- $ 3821105.00 C. Total Deductions $ $ D. Total Funds Encunbered E. Total Value of Work Certified to Date F. Less Retained Percentage .a G. Less Total Previous Pa~mo:.&.ts H. 'Approved for Pai.......t' This Report I. Total Paimc:...ts Including This Voucher J. Balance Carried Forward APPFOlALS $ $ $ $ $ $ $ 382J,05.00 55.422.58 2.77l.l3 52.651.45 52.651.45 32,L453 .55 Pursuant to our field observation, as performed in accordance with our contract, we hereby' certify that the materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is 15% conpleted as of Ayam:;t 1.4. 1990 , I hereby rec'i"lIlo;;~ payment of this voucher. Signed: ~ ~ . t/ This is to certify that to the best of Jl!f knowledge, information, and belief, the quantities and values of work certified herein is a fair approximate estimate for the period covered by this voucher. ' Contractor ~'.f^IUL~)^ ~I (v l~::, J/nC Signed By CQ--u A Oev.. AO tV)~' J ^ 0 Date : 0~/v let 0 / Title C~:\/\:\-p-fVtJU ev- ' . --- Approved for Pa~"'o:.&.t ..P;/~//--c2 .-..-- Date ? J,sh (~ Author izeti~ifresoofative Estimate Vo~cher ~), 1 - August 13, 1'390 CONTRACTOR: BrOWYl & Cris, Inc. Street IlIIprovener,t, Storm SliI<ier, 3radi ng, 19704 Kenrick Av~nue Ag~regate Base, Concrete Curb and 6:1tter, lakeville, MN 5S044 B1 UM1nDUS Surfacing, Sidewalk, Bike~3Y, lighti~g and Appurtenant ~}rk WORK STARTED: July 25 1990 SEMI-COMPlETION DATE: October '1 1990 Bids Operted: July 16, 1m 10:~ A.:\!. SEMI-COMPlETION DATE: July IS, \991 FINAL ~PlETION rillE: Julu IS, 1992 SPECIFICATION REFERENCE NlItriRER DESCRIPTION UNIT ITJ~T ITY UNIT TOTAL TOTAL 10 DATE \.iORK IN PlACE COST PRICE QUANTITY COST THIS PAYMENT STREET AND STORM SEWER ITEMS 2021. 501 MOBLWnCN . lS i 20,000.00 20, 000. 00 0.5 10,..00 0.5 ! 2101. 501 D.IAilIN6 ACRE 1.60 2,800.00 3,200.00 1.6 3,200.00 1.6 21~1. S02 C-LfARING TR ~ ; 100.00 1,100.00 12 1,200. ~t 12 2101.506 GRUBBING ACRE 0.60 2, 000. 0'~ 1,200.00 0.6 1,200.00 0.6 2101.507 GRJSBING TR 12 100.00 l,2J0.0e 13 1,~.00 13 2104.501 REMOVE CQNCifTE aJRB AND 6UTIER LF 1,595 3.00 ",785.00 0 0.00 0 21e:4.501 REMOv~ S~ORr. SE~R PIPE IF. ~1::; B.~0 9.:"0. 00 78 EC4.00 78 2104.503 REMOVE CONCRETE SIDEWAlK SF % 1.00 %.00 0 0.00 " 2104.503 REfIlOVE r.FC fUS STOP CONCRETE SlAB SF 6J 2.~0 120.00 0 0.00 0 2104.505 REMOVE BITUMINOUS PAVEMENT SY ",200 1.00 4,200.00 0 0.00 " 21~4.513 SAW I NG 8 ITUMINOUS PAVEMENT LF 19; 2.00 382. 00 0 0.00 0 21\?'.4.523 SAlVAGE FRAME AND RING CASTINGS EA " 100. 0'~ 400.00 0 0.00 " 2105.501 COMf.1ON EXCAVATION CV 3,1~ 3.50 11,025.00 0 f..~~ 0 2105.507 SUBGRADE EXCAVATION CY 3,Q00 3.50 10,500.00 0 0.00 0 2i05.s...~ TOPSOIL fcrRROW (l. V. ) CY 1,250 4.00 510~.~~ 0 0.00 0 0105.621 6RANLtAR BOR~OW TN 5,000 4.50 2'2,500.00 786.75 3,540.38 786.75 0105.623 SELECT :0t.I10N flCRP.OW TN 000 5.00 4,000.00 0 0.~~ 0 0105.624 SHREDDED T! RE BO~:mw TN 2,915 3.00 8,745.00 0 0.00 0 0733.601 6EOTEHILE, TYPE 3 Sf' 5,100 1. 70 8,570.00 II 0.00 0 0733. 6e.2 6EOTEXTILE~ TYPE 5 SY 5,100 1.50 7,650.00 0 0.00 " 2111. :-01 TEST ROLLI RS 14.70 50.00 735.00 0 0.00 " 2112.501 SUBGRADE PREPARATION RS H.70 100.00 1,470.00 0 0.~ 0 0112.601 BOUlEVARD PREPARATION LF ", ~1':.fJ 1.50 7,125.00 0 0.00 0 13123.601 WIDE PAD DOZER HR 10 100.00 1,000.00 0 0.00 0 2211. 501 A6Gf'EGQrE BASE, CLASS 5 TN 4,~\>;0 7.00 28,~~.00 0 0.00 0 2231.501 BITlJMINQUS ~TCHIN6 MIXTURE TN 40 75.00 3,000.00 0 0.00 0 2331.504 BITLlll!:<.fJUS JllATERIIll FOR MIXTURE TN E0 ~30.00 7,!!~.te 0 0.00 0 2331.514 BASE COURSE MIXTURE TN 1,100 13.00 14,300.00 0 0.00 0 2341. 504 BITJMINOt=s "'TERIIll FOR MIXTURE TN Sf. 130.ee 6,500.~ 0 ~.00 0 2341.508 WEARING COURSE MIXTURE (I(JDIFIED) TN 750 15.00 11, er.J0. 90 0 0.00 0 2357.502 BITJMiNOlS ~TERIAl FOR TACK COAT 6A 390 2.00 7B0.~~ 0 0.00 0 0451. 609 CRUSl-ED ROCK FllJNDATION TN 300 10.00 3,000.00 398.62 3,986.20 398.62 2501. 515 15;' R: ;:JPRON WITH TRASH GUARD fA c 650.~0 11300.00 2.00 1,~.00 2.~ 2501. 515 36" RC APRON WITH TRASH GUARD fA f 1,500.00 1,500.90 1.00 1,500.00 1.00 25t~.541 4" PERFGRP.TED PVC SCHEDUlE 40 PIPE DRAIN IF 211 11.00 2.321.00 0 0.00 0 2"'.J02. 541 12" PERFORATED RC PIPE DRAIN ClASS 5 IF 30 35.00 1~ 050. 00 0 0.00 0 2502.541 15" PfRF(:f;AEO RC r:IPE DRAIN CLASS 5 IF ;01 37.00 3,737.00 0 ~.OO 0 2503. 511 12" RC PIPE SEWER ClASS 5 IF 73 22.00 I, &0b. 00 31. 00 682.00 31.00 2503.511 15" RC PiPE SEWER CLASS 5 LF 228 23.50 5,358.~ 265. 00 6,227.50 265.~ E'503. 511 24" RC PIPE SEWER ClASS 3 IF 151 29.00 4,379.00 151.00 4, 379. 00 151.00 2503,511 3W' Re PIPE SEWER ClASS 3 LF 16 50.00 800. 00 16.00 /l0tI. 00 16.00 2503.511 3f,u RC PIPE SEWER ClASS 3 LF 124 46.~ 5,704.00 124.00 5,704.00 124.00 2503.511 15" PV:: PIPE 5fWER SDR 35 IF 2\~ 25.00 500. 00 13.00 ~.00 13.00 " ." SPECIFICAT ION REFERENCE NU/IlBER DESCRIPTION UNIT llUANTITY UNIT TOTAl TOTAL TO DATE WORK IN PlACE 0S03.601 CONNECT TO EXiSTING STORM SEWER PIPE EA 2 500. 00 1,000.00 1.00 500. 00 1.00 0503.6tl2 BLC{MfAD J:IP~ lS 1 1,..0tI 1,000. 'b~ " 0.00 " 0596. 609 CONSTRUCT CATCH BASIN, 2' X 3' EA 8 ~.00 6,400,00 3.00 2,400.00 3.00 0506. f.09 CO:"43TRlIC' CADi BASI~ 27" I.D. HI 1 700.00 7~.00 " 0.00 " 0596. 609 CONSTRUCT CATCH BASI IMAltfi.E, 48" 1. D. EA 2 1,..00 2,000.00 1.00 1,000.00 1.00 ~.609 CDNSTflLlCT CA=-CH BASINtl'1ANHOlE 66"~. D. EA , 1,500. ~-0 4,500.00 3.00 4, 500. 00 3.00 RECONSTRUCT JllANIO..E ' '" 2506.511 LF 10 1~.00 1,500,00 " 0.00 0 2506.522 ADJUST FR;W: AND RING CASTINGS EA 113 1~.00 1,500.00 " 0.00 " 0506.601 CONNECT TO EXISTING MH OR CB EA 1 500. 00 · 500. 00 0 0.00 0 0506.602 ADJUST GqTE VAlVE - wq:ER EA 5 1~.?.0 75~.0e " ~.00 " 25t1.~ RANDOM RIPRAif CLASS II TN 50 25.00 1,250.00 27.26 681.50 27.26 2511. 513 GRANULAR FIl R TN 2~ 20.00 5~.00 18.65 3E~~ 18.65 2521.501 4 U CONCRETE WAlK SF 13,W 1.40 18,760.00 " 0.00 " 2521.511 2" BITlJr-ENOUS WAlK SF 8000 ~.~ 9,600.00 " 0.~~ " 2531.501 CONCRETE CURB AND GUTTER, DESIGN B-618 LF 3'230 ~.30 13,889.00 " 0.00 " 253.501 BITUMINOllS CURB LF ' 'n..~ 3.~ I, ~70. 00 " 0.00 0 2545.501 ELECTRIC LIGHT SYSTEM LS 1 30,..00 30,..00 " 0.00 " 05(,3.601 TRAFFIC CONTRJi.. LS 1 5,000.00 5,000.00 " 0.0~ " 2564.531 FURNISH AND INSTAlL SIGN PANELS~ TYPE C SF 82 25.00 2,050.00 " 0,00 0 0564.601 4" !lOlJBtE sa:,.!!} LINE YELLOW PAl T LF 2,000 .48 %0.00 " t00 0 0564. 602 4" SOlID LINE t~ITE PAINT LF 1,200 .24 28a.00 0 0.00 " 2571. 502 FURNISH AND PLANT SHADE TREE (SUGAR MAPLE - 2 1/2" TR 24 ~.00 6,000.00 0 0.00 " BAllED AND 3URLAPPED 2573.503 SL T FENCE, PREASSEMBLED LF ?~ 2.ee 1,40-~. 00 0 t00 " 2575.501 SEED ING AC 1 500. 00 500.00 " 0.00 " 2575. 502 SEED MIXTURE 500 LB 50 3.ee 150.00 " 0.0i' " 2575.505 SOOD'NG ffPE LAWN SY 13, 000 1. 70 (17952.00 0 0.00 0 2575.511 MULCH M4ER~HL, TYPE 1 TN 2 150.00 ~-oo 0 0.00 " 2575.511 MUlCH MATE'1IHL, TYPE f, (L, V,) CY 20 30.00Y 600. 00 " 0,00 0 2575. 531 FERTILIZERk 12-12-;2 LB 50J .30 22,100.00 0 0.~~ " 0411.611 6" X 6" TI BER RETAINING WAlL SF 10 30.00 300. 00 0 0.00 " 0554.601 RfllQ<JE AMi R~INSTAlL TRAFFIC CONTROl SI5NS EA I. ~50.ee 1,950.~ 0 ~.00 0 h: 0S54.611 MAILBm R9.1OVAL AND RELOCATION EA 2 50.00 100.00 0 0.00 " SUBTOTAl - STREET AND STORfII SEWER 365, 175. 00 55,422,58 SANITARY SEWER AND WATERllfAIN ITEMS 2611.100 6" O.i.p. CL~5S 52 WATERllfAIN LF 78 25.00 1,n.~ 0 e.. 00 0 2611.101 6" TO 20" WATERMAIN WET TAP CONNECTION EA 1 2,000.00 2,000.00 " 0.00 0 2611.105 ABANDON ~XIS~ING WATER SERVICE LINE EA c 2\~.~ 400. 00 ~' 0.00 " 2611.401 ADJUST EXISTING CURB BOXES EA 4 100.00 400. 00 0 0.00 0 2611.501 RELOCATE fjV[RANT HI 3 I, e-ee. 0e 3,000.~ 0 ~,00 0 2611. 502 EXTEND HYDRANT LF 6 225. 00 1,3~.00 0 0.00 0 2611.700 I NSUlAg ON SF 25 2.e0 ~~.00 " ~.00 " 2621.102 6" PVC PIPE (SCHEDULE 40) SAN. SEWER SERVICE LF 69 20.00 1,380.00 " 0.00 " 2f21. 103 CONNECT TO EXISTING SEWERMAIN (SADDlE CONNECTION) EA i q00.00 4~.'h'~ 0 0.00 " . 8" V.C. D. SUBTO~Al - 3>WITARY SEWER P.ND WATERllfAIN 10,930.00 0,00 AI.. TEINATE BEl ITEM lS 1 5,000.00 5,000.00 0 0.00 0 GRAND TOTAl - STREET, STOR?! SEWER, WATERMAUJ i<NO SANITARY SEWER 377,105.00 55,422. ')9 Al TERNATE BID ITEM 5,000.00 0,00 GRAND TOTAl + ALTERNATE BID ITEM 382,105.00 55, 422. 58 . 0 CENSUS '90 . NOTICE OF PUBLIC HEARING PUBLIC IMPROVEMENT PROJECT 90-12 STREET IMPROVEMENT - STORM SEWER, GRADING AGGREGATE BASE, CONCRETE CURB & GUTTER, BITUMINOUS SURFACING SIDEWALK, BIKEWAY, LIGHTING AND APPURTENANT WORK IN THE CITY OF PRIOR LAKE, SCOTT COUNTY, MINNESOTA Notice is hereby given that the City Council of the City of Prior Lake, Minnesota will meet in the Council Chambers in Cit~ Hall on Monday, the 19th day of March, 1990 at 8:00 P.M. to conslder the improvement for the following streets: 1. Toronto Avenue from Tower Street to Trunk Highway 13. 2. Realignment of Vine Street and Tower Street between CSAH 23 and Toronto Avenue. 3. Realignment and extension of Duluth Avenue to the new alignment of Tower Street and Vine Street, by the installation of storm sewer, grading, a9gregate base, concrete curb and gutter, bituminous surfaclng, sidewalk, bikeway, lighting and appurtenant work. The total estimated cost of such improvement is $564,750.00. The area proposed to be assessed is every lot, piece and parcel benefitting from said improvement, whether abutting or not, within the following described areas: The south 1/2 of Section 2, Township 114 north, Range 22 west, Scott County, Minnesota. Specific property descriptions included in the above description area, but not exclusive, are as follows: The plat of Brooksville Center, 1st Addition The plat of Brooksville Center, 2nd Addition The unplatted property abutting Toronto Avenue in the City of Prior Lake, Scott County, Minnesota. The Council proposes to proceed under the authority granted by Chapter 429 M.S.A. 4629 Dakota 51. 5.E" Prior Lake, Minnesota 55372 Ph, (612) 447-4230 Fax (612) 447-4245 ,..._,....--_...._~..._.~._'>---_.'"--_._~.,-'~~-".'"~..~.-..................--.-..- All persons desiring to be heard with reference to the proposed improvement will be heard at this meeting. Written or oral comments will be considered. Dated: February 21, 1990 f thJ/Cit'j~cil r~ J. Unmacht Manager Published in the Prior Lake American, February 26, 1990 and March 5, 1990. TORONTO AVENUE & TOWER STREET COST SUMMARY Project 90-12 ~f 1. Project Cost Street Paving (29% decrease) Sidewalk (13% decrease) Lighting (44% increase) 2. Method of Assessment Front Footage .., paving, sideawalk, lighting 3. Assessment Classification 100% current Special Assessment Deferral - Senior & Disabled Citizens 4. Assessment Rates $63.29/ff (Street Paving) $lO,23/ff (Sidewalk) $l5.63/ff (Lighting) 5. Public Hearing Rates $88.57/ff (Street Paving) $l1.69/ff (Sidewalk) $11.19/ff (Lighting) 6. Assessment Term Paving ... 10 years Sidewalk ... 10 years Lighting ... 10 years 7. Interest Rate 8.00% 105 additional days interest - initial year 8. Method of Payment a.) Payment in Full No interest cost if paid within 30 days following assessment hearing. b.) Partial Payment Reduction Allowed only within initial 30 days following assessment hearing. c.) Property Tax Certification Annual installment will appear upon the property tax statement beginning in 1991. / ASSESSMENTS WERE SENT TO THE FOLLOWING: Priordale Mall Investors 12800 Industrial Boulevard Plymouth, MN 55441 Robert J. & Vivian J. Brown 2908 Southbrook Drive Bloomington, MN 55431 Ryan Construction Company of MN. 900 2nd Avenue South #700 Minneapolis, MN 55402 First National Bank of Shakopee 129 South Holmes Shakopee, MN 55379 Enivid Realt~ 1830 Eagle R1dge Drive #1005 Mendota Heights, Mn 55118 Brooksville Limited Partnership P.O. Box 41656 Plymouth, MN 55441 c/o Corrine Bennington ASSESSMENT HEARING NOTICE DATE: 9/17/90 TIME: 8: 00 PM PLACE: Prior Lake City Hall, 4629 Dakota Street SE NATURE OF IMPROVEMENT: Described in Public Hearing notice. AREA TO BE ASSESSED: Described in Public Hearing notice. TOTAL AMOUNT OF ASSESSMENT ROLL: $164,119.15 You may pay the total amount of your Statement of S~ecial Assessments within 30 days after the assessment hearing w1thout interest. Partial ~re~ayments of assessments will also be accepted, but only w1th1n the 30 days following the hearing date. Otherwise the total amount will be certified to the Scott County Auditor at Shakopee and an annual installment will appear on your tax statement. All prepayments must be submitted to the Finance Office of the City. The City also has ado~ted a deferred assessment ordinance whereby the City Counc1l may defer the payment of special assessments for those individuals who are permanently disabled or have attained the age of 65 or older. Guideline criteria and applications are available at City hall. Application must be made within 30 dars following the adoption of the assessment roll by the City Counc1l. If the entire assessment is not paid, then the assessment must be paid in annual installments with interest on the unpaid balance. The first installment shall be the annual principal plus interest calculated from the public hearing date to the end of this year plus the twelve months of the next year. STATEMENT OF SPECIAL ASSESSMENTS 1. Total Current Assessment 2. Paving Frontage Assessed 3. Sidewalk Frontage Assessed 4. Lighting Frontage Assessed 5. Paving Rate per Foot 6. Sidewalk Rate per Front Foot 7. Lighting Rate per Front Foot 8. Length of Assessment (years) 9. Interest Rate 10. Parcel No. 11. Legal Description $63.29 510.23 $15.63 10 8.0% The proposed assessment roll is on file in the City Manager's office and anr written or oral objections will be considered at the public hear1ng. No appeal may be taken as to the amount of any assessment unless a signed, written objection is filed with the City Mana~er prior to the hearing or presented to the presiding off1cer at the hearing. An appeal to district court may be made by servin~ notice upon the Mayor or City Manager within 30 days after adopt10n of the assessment roll and filing such notice with district court within 10 days after service upon the Mayor or City Manager. NOTICE OF PUBLIC ASSESSMENT HEARING PROJECT 90-12 TORONTO AVENUE & TOWER STREET IMPROVEMENTS IN THE CITY OF PRIOR LAKE SCOTT COUNTY, MINNESOTA Notice is hereby given that the City Council of the City of Prior Lake, Minnesota will meet in the Council Chambers in City Hall on Monday, the 17th day of September, 1990 at 8:00 P.M. to consider the assessment of the bituminous surfacing, concrete curb and ~utter, sidewalk, lighting, storm sewer, sanitary sewer and watermain utilit~es and appurtenant work for the improvements to the following streets: 1. Toronto Avenue from Tower Street to Trunk Highway 13. 2. Realignment of Vine Street and Tower Street between CSAH 23 and Toronto Avenue. 3. Realignment and extension of Duluth Avenue to the new alignment of Tower Street and Vine Street. The estimated total of the assessment roll is: $164.119.00. The area proposed to be assessed is every lot, piece, and parcel benefiting from said improvement, whether abutting or not, within the following described areas: The South 1/2 of Section 2, Township 114 North, Range 22 West, Scott County Minnesota. Plats included in this description are as follows: Brooksville Center 1st Addition Brooksville Center 2nd Addition Enivid 1st Addition And all unplatted parcels which border Toronto Avenue in the City of Prior Lake, Scott County, Minnesota. The Council proposes to proceed under the authority granted by Chapter 429 M.S.A. The pro~osed assessment roll is on file in the City Manager's office and any wr~tten or oral objections will be considered at the public hearing. No appeal may be taken as to the amount of any assessment unless a signed, written objection is filed with the City Manager prior to the hearing or presented to the presiding officer at the hearing. An ap~eal to district court may be made by serving notice upon the Mayor or c~ty Manager within 30 da~s after adoption of the assessment roll and filing such notice with distr~ct court within 10 days after service upon the Mayor or City Manager. The City also has adopted a deferred assessment ordinance whereby the City Council may defer the parment of special assessments for those individuals who are permanently d~sabled or have attained the age of 65 or older. Guideline criteria and applications are available at City Hall. Applications must be made within 30 days following the adoption of the assessment roll by the City Council. By Order of the city Council /s/ David J. Unmacht City Manager Published in the Prior Lake American, August 27 and September 3, 1990. \ I = 91-12 Vi.. strwt, T_ strwt, Torcnto~, & Duluth ~ ..... 17 1991 29/FF iMlls slf.2J/FF SIIDlJ( $15. 63IFF LlIifTIN& SlJ,485.. TlR. aJST-TEJIIIJRARY PAVIN& IPriordal, 11I111.1 & Hollyt101?d 11'1I1.1] $1"~4.. TDT~ !:OST-5IOO1LK ,,)1,', ,JT DIarq.tt. Bink17bl, PrICll'Wl. lla11122lll] PllYIN& - 81 SIDEIIlK - 81 LlIifTIN& - 81 UTILITIES - @1 ... lIE: 8.1 " ... 18 YNrS IIITJa. _I 1991 -~ _I 115 Da\l!i - _I EqUil lJIoincipal LE6ll. IESCIIIPTI. PIIIPEITY IllER & I PAII:EL IUIlER ...""'~ .......1. ..... IIIIfIIIt-. P/O Lot I Blk I Priordale 11I11 IIIYl!Sb. 25-122....1-1 1~ Industrial Blvd. PlysMlllth, lie 55441 PIO Lot I Ilk i! Ilobtrt J. I Vivilll J. IIrOIIII 25-122-t1J-t 2CJI8 Southbrook Dri VI! Iloc..ingtOll, lie 55431 E .. r;yall c-trw:t iOll Co. of lIiMo Lot I Ilk J fill 2nd ~ Sou~1II 2:H22-tI5-t IIi_polis, '" .......1. ..... 2lII __ Lot 1 Blk I Fil'lt NltiOllll Bank of Shakoptt 8 25-177....1-t 129 South 1101_ ShIkopN, lie ~19 Eilirill .. __ Lot I Bl k I Eni vid IINlty 25-26'H11-t 1831 utle Rid.. Dri~ 11115 llINIctallti;tts, III ;gl!@ Enivid IINlty 1831 ugl. Rid.. Dri~ 11115 Iltndotallti;tts, III ;g118 Enivid IINlty 1831 Etal. Rid.. Dri~ 11115 lIIndotalfti;tts, !fI ;gli8 City of Prior Lakt 4629 Dakota strtltt Prior LaU, III 55J72 Lot 2 Blk I 25-26H1H Lot 1 Blk 2 25-269-t1J-t Outlot A 2H69-tIH rtS;~of 25-912-t21-t 412.5' X ~Jf X 412. 5' X 273' 25-'JI2-e-t 387.2' X IS1' X 497.87' X I:!lI' 25-'J12-t47-t ..: CUITIllt frCl'ltIgt IillYIN& SIIDlJ( LlIifTINS Priordal. 11I11 I nvnt.:n I~ Industrial Blvd. PlytlOUth, lie ~I Brooksvill. Ltd. Partllll'lhip c/o Corrillll lltmillltOll P.o. 80. 41656 Plymuth, lie 55441 Prkrdal. 11I11 Invntors I~ Industrial Blvd. Pl~th, If4 55441 I 266 8 I 255 8 I 2JI ~J I 8 8 266 266 251 251 8 I :i86 586 576 m 219 219 381 8 2JI 2JI ~J i!7J 8 8 lUTlL FOIlIOl-CITY lIIED PAII:E1.S 1,124 2,_ 2,_ TOTIL FOIl CITY lMEII PM':a.S I 381 I 1BlPlIIIARY SIDaAJI PAVIN& ,')1," ,JT IIIlJ(1' IIIlJ(1' .. II 2, 326. 28 "II "" "" "" "" 8,~7.72 "" "" ..II ..II "" "" "" "II 6,742.51 "" "" "" 6, 742.51 "II . . I I I lUTlL ","""""ur I llJRRENT aJRIENT aJRIENT llJRRENT PAVIN& AIOIfT SIIlEIR.K AIOIfT LlIJfTIN& AIOIfT UTILITIES AIOIfT 16, 8J5. U "" ..tI ..tI 16, 138. 95 ..tI "" 14,556. 7J 17,~8.17 ..tI 13,~1I 1"~4.11 64,818.96 ..tI ... c,7i!1.18 2,:157.51 I.. 5, 994. 78 5,892.48 2,241. '11 3, 887.41 2,352.91 2, 7'J2. 19 ... 24, S52.. 3,887.48 ... 4,157.58 3,917.51 "II ~,159.18 9,112.88 3,~97 "" 3, 594. 91 4,2li6. 99 8.11 '11,512.11 1,7'JLII 7,519. 19 I "Ie 2,326.28 "" .1 2J, 713. 91 "" I 6,465.11 I "" 8,247.72 I "" 15, 153. 96 . 32,824.31 . 13, 173.13 . "" 3,887.41 I I.. ~,247... I I.. 24,337.95 . "Ie 6, 742.51 . 9,299.79 liIGNI IU IlL . $161,231.75 3.887.41 '1114, 11 '.t. 1:J . . D ,,:r .' p ", INT = ~-O - - - - c = v1: v10 )-' j, .Yi, I ( " , ~ . , Ct" j , ~tJ ); U .' ' i/{~' ",i j TO: FROM: SUBJECT: DATE: RALPH TESCHNER, FINANCE DIRECTOR BRUCE LONEY, ASSISTANT CITY ENGINEE~" ASSESSMENT AMOU~TS FO~ PROJECT NO. 90-12 AND PROJECT NO{90-13 AUGUST 16, 199~, -- The following information was used in determining the assessable project cost and the City's project cost for Project No. 90-12, Tower Street and Toronto Avenue improvements and Project No. 90-13, North Shore Oaks sewer, water and paving improvements. Project 90-12 was analyzed first. Improvements to the assessed were as follows: 1. Permanent street and storm sewer - Toronto Avenue 2. Temporary street - Toronto Avenue 3. Sidewalk 4. Lighting 5. Sewer and water services Item #1 is for the street and storm sewer improvements on Toronto Avenue from Tower Street to 570 feet north of the Tower Street intersection. Assessable cost is calculated based on the bid quantities, bid unit prices and 5% contingency amount for quantity overruns or unforeseen items. Indirect costs of 25% is added to these amounts for the total project cost associated with permanent street and storm sewer on Toronto Avenue. Calculations are as follows: Permanent Street and Storm Sewer - Toronto Avenue A. B. C. Construction Cost 5% Contingency 25% Indirect Costs TOTAL - $ 82,292.50 - $ 4,114.63 - $ 21.601.78 $108,008.91 This improvement is to be assessed at 60% of the project cost as per the assessment policy for a street resurfacing project. The assessable amount for this improvement is as follows: ASSESSABLE AMOUNT - 60% of $108,140.16 is $64,805.34 Item #2 is for the temporary street improvement on Toronto Avenue from the north end of permanent improvements to Trunk Highway 13. These improvements were agreed to by the property owner for the Priordale Mall and Hollywood Inn. The cost of these improvements will be 100% assessed and equally divided to the priordale Mall and Hollywood Inn parcels. The assessable cost is calculated based on the bid quantities and bid unit prices with a 5% contingency and 25% indirect cost to account for the total project cost. Temporary street - Toronto Avenue A. B. c. Construction Cost - $ 5% Contingency - $ 25% Indirect Costs - $ TOTAL $ 10,276.00 513.80 2,697.45 13,487.25 Item #3 is for the sidewalk improvement associated with this project. Two different assessable amounts were calculated. One amount is for the costs associated with putting sidewalk on Duluth Avenue, Tower street and Toronto Avenue as described in the Feasibility Report. This amount, based on bid quantity and bid unit prices and 25% indirect costs is as follows: Sidewalk - Tower Street, Toronto Avenue and Duluth Avenue A. Construction Cost - $ 22,760.00 B. 25% Indirect Costs - $ 5,690.00 TOTAL $ 28,450.00 The second sidewalk assessable amount is for the sidewalk on Duluth Avenue by Marquette Bank and Priordale Mall in which the property owners petitioned the City for the improvements. The assessable amount is as follows: Sidewalk - Duluth Avenue A. Construction Cost - $ 8,462.00 B. 25% Indirect Costs - $ 2,115.50 TOTAL $ 10,577.50 Item #4 is for the street lighting on Duluth Avenue, Tower Street and Toronto Avenue. Assessable amount based on the bid unit price and 25% indirect costs is as follows: Street Liqhtinq A. Construction Cost - $ 30,000.00 B. 25% Indirect Costs - $ 7,500.00 TOTAL ~ 37,500.06 Item #5 is for the sewer and water service work for properties adjacent to Tower street. Assessable amount based on the bid unit prices, quantities of work actual installed and 25% indirect costs is as follows: Sewer and Water Services A. B. C. Construction Cost - $ 5% Contingency - $ 25% Indirect Costs - $ TOTAL $ 7,085.00 354.25 1.859.81 9,299.06 Included in this memorandum is a assessment amount summary for Project #90-12. Project #90-13 is for the sanitary sewer, watermain, storm sewer and street improvements on Ash Circle, Hampton Street and Ferndale Avenue commonly known as North Shore Oaks. An assessment amount summary is included to this memorandum. ASSESSMENT AMOUNT SUMMARY PROJECT #90-12 IMPROVEMENT 1.) street 2.) Sidewalk 3.) Lighting 4.) Sewer & Water Services TOTAL TOTAL PROJECT SUMMARY A.) Contract Bid Amount B.) 5% Contingency C.) 25% Indirect Costs TOTAL TOTAL PROJECT COST - TOTAL ASSESSMENT AMOUNT _ MUNICIPAL STATE AID FUNDS - ASSESSMENT AMOUNT $ 78,292.59 $ 39,027.50 $ 37,500.00 $ 9,299.06 $164,119.15 $382,105.00 $ 19,105.25 $100,302.56 $501,512.81 $501,512.81 $164,119.15 $337,393.66 ASSESSMENT AMOUNT SUMMARY PROJECT #90-13 Project 90-13, North Shore Oaks, is for the sanitary sewer, watermain, storm sewer, and street improvements on Ash Circle, Ferndale Avenue and Hampton Avenue. Total Project Cost is Calculated as follows: A.) Contract Bid Amount B.) 5% Contingency C.) 25% Indirect Costs TOTAL $318,920.90 $ 15,946.05 $ 83,716.74 $418,583.69 Trunk Reserve Funds will be utilized to pay for the extra depth needed on the sanitary sewer to serve 140th Street property owners and for the ~ortion of the sewer and water lines through the City park Wh1Ch is not being currently assessed. Per the feasibility report, the project area represents 10.1% of the estimated total drainage district area for the sewermain through the park. The 10.1% cost of installing sewer and water lines through the park will be assessed to the project area with the remaining cost to be paid by Trunk System Reserve funds. Trunk System Reserve Funds A. ) B. ) Extra Depth Sewer & Water Thru Park TOTAL $ 3,455.81 $ 31.890.46 $ 35,346.27 Rest of the project cost will be assessed. PROJECT COST SUMMARY TOTAL PROJECT COST TRUNK SYSTEM RESERVE FUND TOTAL ASSESSABLE AMOUNT $418,583.69 $ 35,346.27 $383,237.42 .... -. -- - - - _......N -.-.... -- - - - - - -~- - - -- - - ---..- -- - - -- - - - - - - - - _ - _._ _ _ _ _ ___....__________ _ _ ___ __ _____ __ _______ ___ _ _ ""l IOrorrJiJ A';~jI')t1.t -, ;)CA!U!A rf,-eni/< r mvo./er sf/a! - Vt'ru., 5frc~f Legal Est, Owner Address of P,I,O, Description Front, Owner 'P7o-(i'Iz..-s';;r('f -~-f>7 ; "W'ii--- - - ---- -- -- -- -- -- --------- -- --".---- - ./2 --;~-r:,-;:;;;::-r8l;; ----------------- (j) ,~~X:.p.~,s,~ ,L~l.~_"_~ ~t~J~.., _ __ _ __ _ _ _ If. ier. i2CJ k JJJ... ~iJrJ~.;j2..r 5_. _e J'i. !1J.p_~t4. ..rru't A. ~ 'il/.J_ _~~~!~~~ ~~~: :'____ (fJ 387.2 XI 'SO x LI'17'JQ;:. fno, ~/~ n1#:>f/!IJ1//~.r-Ie>r> -.J~c O{ho~<. - 2..5-Qo2-D47-0 (1) }::~i~~3;!~:~;7,-)-7-; - --...---- ~--..-~~~-~~;..R--;,:--A-..-..., f~-o-Ii~~;;~:J:i~-Z-~gl;l ;~-;~~--~~~--~-- --,--..."....: -~... _~.'?2~!!Jj ,!.~1.. _____, _ !l9.L~_______ J.,_ _C!.t:.._..;.':J.....!i!.. _. ._ __Ell..:.j:J1..':L_~.5_'f.~7_.. ___::.____:.____:___ ~ -~~z~~~!:;;;4"'-<-;-- _____m -~::~::~_~__~~::2i~L'_~____ -c~;;f;,.;;~~~i.fh~t :z_~~.'i~~~c:~~:~._ .' ;"/-'L- - -- ,3,:.}....,..c;." 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J--_'l.~ ~~lL.f[lZ.~_ ~~:.!~~:!:~~~;>___ Q I 314 U/ys5~.s Nf ~ ~!?__~JLl./.._:!.:_____ ________ CL~!:::!_yLC_Qf_R_;['O"(:..______ C(j.LaaulE.!..t!.~!!2/L..f.~jtL ?.!-:'Y-o.!::.~_y.~::.f?.._ @ I 'w'/ (Wi!,; /.' 17072 Rellu~ W~I " l , ..~!.. ~ ..:..~ ~r:. _ :";Ai1~C;Jjn'?.., _ __ _ _ _ _ _ _ ~r:. ~ 1_ ~ J{Ci~~ '1.. L._ ~~rJ~~ 4-__.. fb_cz.~ L"'Ll..".....!!1 tL._____?-...~:.J .P.2_::..t!.~l.:q___ ~ --------~-------------------~~~~-~-~~~~~~lI~~~ji~---~~--~!:,~~:-~_____~~:_t~~:~i~~__ I ! Est, Front Owner Address Owner of P,I,O, __~____._____hM____...___~_____._____._".,_________~__._..."_____~_~_____________________________________ ._-------------------------_._----~---------~---------._---------~------------------------------ ~.__.____..._.__.__.N._._._W_____.-._"__________"_~_______.___.__._~___.____~________._~____________________________ ._---------------------------------~------------------~--------------------------------------- --------------~_._--,---_._--_.~-------_._._------~-~----...----------------------------------------- F'-____________________________.___________.___._____.____._..________________________________________ .~-.-____.__________,___.....W_H____....'H__________.___~.____.~___________.___________________________________ .____.M___________~~.~____~__~~_____~____"_~_____._.__..___.__._._H_____________________________________ ..._..'_M_._"_....__..N.._..~....N...N.___..___."MMW__N..________._______________~_________~________________________________ ..----.---------__________________________.__._____.__.__w.__._______________________________________ .'__N..N_M..._N_._.....__.._.._.__.___.__N"~h...N_NH.___._.__.._________._____~___~__________________________~________________ .-_______________H._____.____rn.___________~_.._.~_~.~______~____~W_"____.________________________________ .....__..._.__..._.'.._H....H....__.h"___n.__.._____.__n_~____________~~__~__~______~.___________________________________ ----------------------------------------~---------------------------------------------------- ...w..._......M........MN._____._h"_________.._h__.._____.______.__________._____..________.~_____________________________ ----------------------------------------------------------------------------~---------------- _______.____M._......_______._________________.__.__._.._____________.______________________________________ -------------------------~--_._--._----------------------~--------_._---------~----------------- --------------------------------------------------------------------------------------------- ~_______._____._~~_M______M._h~_.......____._______~__.._..__"W________.____.__________________________________ ----------______________________._________~_._~_.__M___._.M.__...______.___.________._____________________ ___________.__._.M_....__..M._.__.___._.______..__....______M_~_____"._____._.__.____________________________________ @@@ (i) (f) @) @ 6)@@ (j)@ @ @@ @ @ (j>@ MAILING LIST: PROJECT 90-12 Prior Dale Mall Investors 12800 Industrial Blvd. Plymouth, MN. 55441 Prior West Ltd. Partnership 8400 Normandale Lake Blvd. Minneapolis, MN 55437 Norbert H. & Lorraine Borka 14384 Rutgers NE Prior Lake, MN 55372 Brooksville Ltd. Partnership c/o Corrine Bennington P.O. Box 41656 Plymouth, MN 55441 Robert J. & Vivian J. Brown 2908 Southbrook Dr. Bloomington, MN 55431 Enivid Realt~ Corp. 1830 Eagle R1dge Drive, 1005 Mendota Heights, MN 55118 First National Bank of Shakopee 129m South Holmes Shakopee, MN 55379 Ryan Construction Co. of Minn. 900 2nd Avenue S., #700 Minneapolis, MN 55402 Mr. & Mrs. Clarence Schmaltz 4436 Tower street Prior Lake, MN 55372 Holiday Station store P.o. Box 1224 Bloomington, MN 55440 Inc. Crown Coco Inc. 319 Ulysses NE Minneapolis, MN 55413 City of Prior Lake 4629 Dakota Street SE Prior Lake, MN 55372 Scottland Inc. ~ 1244 Canterbury Road & Shakopee, MN 55379 Lawrence Schweich @ 16991 Mushtown Road I~ Prior Lake, MN 55372 J. Brooks Hauser 1244 canterbury Road ~ P.O. Box 510 ~ Shakopee, MN 55379 Mr. & Mrs. Charles B. Kadrik~ 4426 Tower street ~ Prior Lake, MN 55372 Mr. & Mrs. Carl A. Larson ~ 4416 Tower Street ~ Prior Lake, MN 55372 Mr. & Mrs. Edward R. Osborne 4406 Tower street ~ Prior Lake, MN 55372 ~ Mr. & Mrs. Emil a. Esboldt 4396 Tower Street ~ Prior Lake, MN 55372 Mr. & Mrs. Edward M. Bastyr ~:~~rT~:~;,si~ee~5372 ~ I, How Dee Corporation Hwy 13, P.O. box 31 Prior Lake, MN 55372 @@ I David & Mary Kay Velishek 7540 Credit River Blvd. ~ Prior Lake, MN 55372 Leroy & Karen Bohnsack 17072 Revere Way Prior Lake, MN 55372 @@ \ NOR~AN H~HSNtSS \ \\UNITED STATES, POSTAL SERVICE\ 161266 \ ;;,;i'i:";, . - ~I', -- j\;tJ JVl,I... '" ("" ,-" ut . '.J II 2 ~'8i9' lOA I I I 10 II 12; 13 6 ",...j Q "'1 ., ',,",I / I { (C; ~~:,- J ;1 J~- . N:i:..:~~~'$ ..~ , ; Ii" c ~ ') -1 J." ..........,..." i i 1.1 i 1 '-.... II It, II I ,I ~) - ~'" N NA ~TE~KA 8 . f:c., tL3 I 4 ,.., _ ~J'W '43RD it! r '.' ) 6 01 1"\' 3 g ;> 15 HI- 'J t'. 5 j OF PRIOR LAKE 174048 1'189573 I.i ,I ,,,,L70 ~ . ~5/o .~ ,,!N~, 730 '.. 53 5 \ " . "", ,~. - r I ... "n" ,fi;,' 1 .~ .i.:l\ ~Q :..\~~ -- ~ .. I'" ... ,..... O~ :5~""'" ~ / '" .'. <l.~ I "" .4\1, ,I Ir,:~ 16 P llOFiDALE 'LL IV:STORS ; 17446 25_QOz-01\- o 'f..~U~~ 4600') } "( ! "1., '; J ( , ~ /p ~I I\J ..' ',301, 3 \- 901- - /99 8 . 0 1.,0 00/ Z >' )113' (J) J BROOKS liAUSEI-l 1654B2 GY .1- , 1-,00' 1..7,01- GJ \,."- 0 ,/ ~''\l\\'' 00'5' ('\'1':'> .... ~~ ') 1 ~ ,.01-1- CO ~ ROAD EASEMENT 138364 LAWRE/:CE SC.,'NEICH 17:5 739 @ o o ~~ . ~ 9 '.. '- "', ~ '/4 con 410 1!.t.$I, ~ / /" ~M~Q , CO RD 210 /.. ." 'i /' \~/: 697 '9 CD ~25- -' 902- tJ '0'/7- V) 0 (1) ~97 25-Cj02...-0Yl-o 6J r- eo r- <11 "' CROW,J BUILDERS IN~ 170066 .. N U I' '" J - l.~- fJ '" Z $,902 ~, .~ 04i'o /.., ~,B~A a:r ~ ~ ~ . ",; , I' " 1. _ ._'....-- ' " - i.' 70000 412 50 o ~ 2s-QO'2.-0"Z"Z-O l. 0 o '" Ci 192970 ~ ~~& "L~ !";':l 03-0 ~ "1-...0 25-0(, 2 TOWER NO, 1000 ., 3'J "@ t3J~ BOHNSACK 223106 ZS -"102 - 0'41-0 , 04~-O HILL APARTMENT EAST 412 50 \ <t ..! .. '" 'f.."-~ - - - C'i..~-508' - - - <,-;'''), - _ ~~~~_ ',-' ocfo-c 7. ,:yo1.'r \:,~ @ 2 .:,'~o ""7~o TOWER- I I".JG , ~I#'," <7 HiGliWOOD A L1~ITED PARTERSHI? 174103 COND, NO, 1007 """r, ""''''8 'f~,Z ;03<, 39 t- I VILLAGE OF PRIOR LAKE l.rT " , 290~ ---:-~.-;>~ I '.700- l.f"l "'71.... 290: WAIVER AND RELEASE WHEREAS, all of the owners of real property abutting upon the street of Duluth Avenue within the plat of Brooksville Center 2nd Addition, Scott County, Minnesota, in the City of Prior Lake, hereinafter referred to as "Citr", and adjacent to the following requested improvements have petltioned the City to construct said certain improvements, to wit: Sidewalk, street lighting, and appurtenant work for Duluth Avenue from Tower Street to Trunk Highway 13. hereinafter referred to as "Improvements", and WHEREAS, Enivid Realty Corporation, a Minnesota corporation, hereinafter referred to as "Realty Corporation", is the owner of real property, legally described as follows: Lot 2, Block 2, Brooksville Center 2nd Addition, Scott County, Minnesota, abutting upon Duluth Avenue within said Improvements and thereby is affected by any resolution authorizing said Improvements and has petitioned the City to construct said Improvements, and WHEREAS, Realty Corporation, as an inducement for the City to order and authorize said Improvements pursuant to Minnesota Statutes Chapter 429.011 through 429.31, which provisions 9rant affected property owners certain procedural and legal rlghts regarding the Chapter 429 proceedings, desires to waive and release certain of its rights and agrees to be bound by assessments regarding the Improvements authorized by city, NOW, THEREFORE, Realty Corporation hereby convenants and agrees as follows: 1. In the event City determines to make said Improvements and let the contract for all or part of said Improvements pursuant to Minnesota Statutes Chapter 429, "Realty Corporation" hereby convenants and agrees to waive and release any and all procedural, legal and/or appeal rights with respect to Minnesota Statutes Chapter 429 improvements and assessments thereunder, PROVIDED, HOWEVER, the actual amount assessed against the above-described property of Realty Corporation shall not exceed $8,324.85 . 2. In the event the amount to be assessed against Realty Corporations', above-described property exceeds 98,324.85, then Realty Corporation may object to the apportlonment of the assessment costs only with respect to the issue that said assessment is in excess of the benefits received to the above-described property, however, only to the extent said assessed costs exceed $8,324.85. IN WITNESS WHEREOF, the undersigned has executed this Waiver and Release this /~ day of "fu~.J~ _ 1990. f ENIVID REALTY CORPORATION "Realty Corporation" /} J' By '-I~' " : ~ AY/~~ ~~ Its '-//~..Af-J-'/'; - L- By Its Approved as to form: Glenn R. Kessel, City Attorney This Instrument Drafted By: LOMMEN, NELSON, COLE, & STAGEBERG, P.A. 1800 IDS Center 80 South Eighth Street Minneapolis, MN 55402 PETITION FOR LOCAL IMPROVEMENT Prior Lake, Minnesota ;;UtA.-r_ /~ , 19:10 , ,..- To the City Council of Prior take, Minnesota: We, all owners of real property abutting on Duluth Avenue, between Vine street and Trunk Highway 13 hereby petition that such street is improved by concrete walk, bituminous walk, street lighting and appurtenant work pursuant to Minnesota statutes, Chapter 429. SIGNATURE OF OWNER DESCRIPTION OF PHONE PROPERTY NUMBER ~ ~'. / . /' tV~,~~ ,;/J U,JtA'c.L...., (r6;~) ~./-03f~ Examined, checked, and found to be in proper form and to be signed . by the re9uired number of owners of property affected by the making of the 1mprovement petitioned for. City Manager David J. Unmacht ,. .__._.~.._--~.~-- - ~""--_._~----'--"'-"""'-- _.._,_.~."..~-~--..-- WAIVER AND RELEASE WHEREAS, all of the owners of real property abutting upon the street of Duluth Avenue within the ~lat of Brooksville Center 2nd Addition, Scott County, Minnesota, ln the City of Prior Lake, hereinafter referred to as "Citr", and adjacent to the following requested improvements have petltioned the City to construct said certain improvements, to wit: Sidewalk, street lighting, and appurtenant work for Duluth Avenue from Tower Street to Trunk Highway 13. hereinafter referred to as "Improvements", and WHEREAS, Prior Dale Mall Investors, a Minnesota corporation, hereinafter referred to as "Investors", is the owner of real property, legally described as follows: 104.76' by 136.67' in Northeast Corner of Lot 1, Block 1, Brooksville Center 1st Addition, Scott County, Minnesota, abutting upon Duluth Avenue within said Improvements and thereby is affected by any resolution authorizing said Improvements and has petitioned the City to construct said Improvements, and WHEREAS, Investors, as an inducement for the City to order and authorize said Improvements pursuant to Minnesota Statutes Chapter 429.011 throu~h 429.31, which provisions grant affected property owners certaln procedural and legal rights regarding the Chapter 429 proceedings, desires to waive and release certain of its rights and agrees to be bound by assessments regarding the Improvements authorized by City, NOW, THEREFORE, Investors hereby convenants and agrees as follovlS: 1. In the event City determines to make said Improvements and let the contract for all or part of said "Investors" Improvements pursuant to Minnesota Statutes Chapter 429, "Investors" hereby convenants and agrees to waive and release any and all procedural, legal and/or ap~eal rights with respect to Minnesota Statutes Chapter 429 lmprovements and assessments thereunder, PROVIDED, HOWEVER, the actual amount assessed against the above-described property of Bank shall not exceed $3,533.81. 2. In the event the amount to be assessed against Investors', above-described property exceeds ~3,533.81, then Investors may object to the apportionment of the assessment costs only with respect to the issue that said assessment is in excess of the benefits received to the above-described property, however, only to the extent said assessed costs exceed $3,533.81. PETITION FOR LOCAL IMPROVEMENT Prior Lake, Minnesota , 19 To the City Council of Prior Lake, Minnesota: We, all owners of real property abutting on Duluth Avenue, between Vine street and Trunk Highway 13 hereby petition that such street is improved by concrete walk, bituminous walk, street lighting and appurtenant work pursuant to Minnesota statutes, Chapter 429. SIGNATURE OF OWNER DESCRIPTION OF PROPERTY PHONE NUMBER PI" <> vJ" It HtA" tJ JA,....~r/......) L-tJ"'r ! . fJl~{. ;.J.v- A-)>o (...,c.....t-eJ ~-I(/,..,,-.'1 ---. .,1 f,~() ~ --~. ~~ f?y' "rvt- ~ .-., ~.-, ~ I (lu.~ -'r ~. ~ Examined, checked, and found to be in proper form and to be signed 'by the re9Uired number of owners of property affected by the making of the 1mprovement petitioned for. Cit{' Manager Dav1d J. Unmacht IN WITNESS WHEREOF, the undersigned has executed this waiver and Release this day of 1990. Approved as to form: Glenn R. Kessel, City Attorney This Instrument Drafted By: PRIOR DALE MALL INVESTORS "Investors" By Its By , 1).)';) 0 c.fw/~ /'iO<>"AL'rltJ~ "rr~ Its LOMMEN, NELSON, COLE, & STAGEBERG, P.A. 1800 IDS Center 80 South Eighth Street Minneapolis, MN 55402 WAIVER AND RELEASE WHEREAS, all of the owners of real property abutting upon the street of Duluth Avenue within the ~lat of Brooksville Center 2nd Addition, Scott County, Minnesota, 1n the City of Prior Lake, hereinafter referred to as "Cit~", and adjacent to the following requested improvements have pet1tioned the city to construct said certain improvements, to wit: Sidewalk, street lighting, and appurtenant work for Duluth Avenue from Tower Street to Trunk Highway 13. hereinafter referred to as "Improvements", and WHEREAS, First National Bank of Shakopee, a Minnesota corporation, hereinafter referred to as "Bank", is the owner of real property, legally described as follows: Lot 1, Block 1, Brooksville Center 2nd Addition, Scott County, Minnesota, abutting upon Duluth Avenue within said Improvements and thereby is affected by any resolution authorizing said Improvements and has petitioned the City to construct said Improvements, and WHEREAS, Bank, as an inducement for the City to order and authorize said Improvements pursuant to Minnesota Statutes Chapter 429.011 through 429.31, which provisions grant affected property owners certain procedural and legal rights regardin9 the Chapter 429 proceedings, desires to waive and release certa1n of its rights and agrees to be bound by assessments regarding the Improvements authorized by City, NOW, THEREFORE, Bank hereby convenants and agrees as follows: 1. In the event City determines to make said Improvements and let the contract for all or part of said Improvements pursuant to Minnesota Statutes Chapter 429, "Bank" hereby convenants and agrees to waive and release any and all procedural, legal and/or appeal rights with respect to Minnesota Statutes Chapter 429 improvements and assessments thereunder, PROVIDED, HOWEVER, the actual amount assessed against the above-described property of Bank shall not exceed $12,979.98 . 2. In the event the amount to be assessed against Banks', above-described propert~ exceeds $12,979.98, then Bank may object to the apport1onment of the assessment costs only with respect to the issue that said assessment is in excess of the benefits received to the above-described property, however, only to the extent said assessed costs exceed $12,979.98 . IN WITNESS WHEREOF, the undersigned has executed this Waiver and Release this 9i1... day of ~ ' 1990. FIRST NATIONAL BANK OF SHAKOPEE "Bank" N k'" m(U'~ tAe tie (3IM\..(c s""" hfo. e ( AI. e+, I Prt<l'r c......tt offr c.e By <:. ~,V- Its Pr~f,deY\. t By Its Approved as to form: Glenn R. Kessel, City Attorney This Instrument Drafted By: LOMMEN, NELSON, COLE, & STAGEBERG, P.l 1800 IDS Center 80 South Eighth Street Minneapolis, MN 55402 i~- 1Wl~~ iM 1;uX ~ ~ IN tvfpv{_ ( ~. PETITION FOR LOCAL IMPROVEMENT Prior Lake, Minnesota To the City Council of Prior Lake, iJ!!iA,I 9 . I Minnesota: 19io We, all owners of real property abutting on Duluth Avenue, between Vine street and Trunk Highway 13 hereby petition that such street is improved by concrete walk, bituminous walk, street lighting and appurtenant work pursuant to Minnesota statutes, Chapter 429. SIGNATURE OF OWNER DESCRIPTION OF PROPERTY PHONE NUMBER "'heM '" I S +I, ~.s(AA... ~1 . Rep-l'es~+~ rwCt V~ 1I<.e..-~ ~J twJ.x.opeP IN. /"1-, PY<<JV ~""'l((: 0 fflcr!.. J fby I '7 Wl.\.lu..:h, ~ VE> n-- fJrllJV'L.ui<e ( 11'\,v .s-S'~7 L /6+ f, lJ/DJc.f , 'Bl/tJokrl/llk (/Il!e.v ~~~H:fS~" ~~~ 417- '0$1 c--4) Examined, checked, and found to be in proper form and to be signed 'by the re9uired number of owners of property affected by the making of the 1mprovement petitioned for. City Manager David J. Unmacht WAIVER AND RELEASE WHEREAS, all of the owners of real property abutting upon the street of Duluth Avenue within the plat of Brooksville Center 2nd Addition, Scott County, Minnesota, in the city of Prior Lake, hereinafter referred to as "Cit~", and adjacent to the following requested improvements have pet~tioned the city to construct said certain improvements, to wit: sidewalk, street lighting, arid appurtenant work for Duluth Avenue from Tower Street to Trunk Highway 13. hereinafter referred to as "Improvements", and WHEREAS, Enivid Realty Corporation, a Minnesota corporation, hereinafter referred to as "Realty corporation", is the owner of real property, legally described as follows: Lot 2, Block 2, Brooksville Center 2nd Addition, Scott County, Minnesota, abutting upon Duluth Avenue within said Improvements and thereby is affected by any resolution authorizing said Improvements and has petitioned the City to construct said Improvements, and WHEREAS, Realty corporation, as an inducement for the City to order and authorize said Improvements pursuant to Minnesota Statutes Cnapter 429.011 through 429.31, which provisions ~rant affected property owners certain procedural and legal r~ghts regarding the Chapter 429 proceedings, desires to waive and release certain of its rights and agrees to be bound by assessments r~garding the Improvements authorized by City, NOW, THEREFORE, Realty corporation hereby convenants and agrees as follows: 1. In the event city determines to make said Improvements and let the contract for all or part of said Improvements pursuant to Minnesota Statutes Chapter 429, "Realty corporation" hereby convenants and agrees to waive and release any and all procedural, legal and/or appeal rights with respect to Minnesota Statutes Chapter 429 improvements and assessments thereunder, PROVIDED, HOWEVER, the actual amount assessed against the above-described property of Realty corporation shall not exceed $8.324.85 . 2. In the event the amount to be assessed against Realty corporations', above-described property exceeds ~8.324.85, then Realty corporation may object to the apport~onment of the assessment ,9ost~ only with respect to the is~ue that said assessment ~s ~n excess of the benefits recelved to the above-described property, however, only to the extent said assessed costs exceed $8.324.85 IN WITNESS WHEREOF, the undersigned has executed this Waiver and Release this --tf day of ~ ' 1990. ENIVID REALTY CORPORATION "Realty Corporation" By v1a1:I)~'" I iYi~~ Its --d/lJ""v~ Approved as to form: Glenn R. Kessel, City Attorney By Its This Instrument Drafted By: LOMMEN, NELSON, COLE, & STAGEBERG, P.A. 1800 IDS Center 80 South Eighth Street Minneapolis, ~ 55402