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HomeMy WebLinkAboutLegal Documents ~ ,~ March 8, 1993 Mr. Joseph W. Knoblaugh 13017 Maywood Lane Minnetonka, MN 55343-8794 RE: HOLLY COURT ASSESSMENTS Dear Mr. Knoblaugh: City Staff has discussed at length again, the assessments associated with the Holly Court Subdivision. The subsequent proposal concerning the development of Holly Court has been tentatively put forward for your consideration: 1. The City of Prior Lake will abate all delinquent special assessments, interest, and penalty and remove the assessment balance in exchange for the warranty deed to Lots 1 & 5, Holly Court. The unpaid taxes must be remitted in full to the Scott County Treasurer's Office. 2. Lots 2 - 4, Holly Court, shall be assessed a 150 front foot assessment length for the utilities and street improvements on Cates Street to serve the development. The assessment rate will be $lOO.OOjFF with $20.00jFF for watermain, $40.00jjFF for sanitary sewer, and $20.00jFF for street and storm sewer. Total assessment is as follows: 150' @ $100.00jFF = $15,000 for Lots 2 - 4, Holly Court 3. Proposed development must comply with all existing Prior Lake subdivision and zoning requirements. 4. The City of Prior Lake will construct the Holly Court Impoundment structure on Lots 1 and 5 up to the construction cost of $45,230.00. Construction costs over $45,230.00 will be your responsibility. Staff intends to rebid the project in April. Drainage easements as required for ponding, will be provided to the City and the City will prepare the easements. A revised estimate for he project which includes engineering, surveying, project construction cost, and 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLDYER ,~ inspection fees was estimated to be $47,991.00 per steve Harvey's January 12, 1993 letter. 5. All other utility improvements necessary to adequately serve the property, along with appropriate easements, shall be installed according to the criteria established by the City's standard developer's agreement contract. This agreement is subject to acceptance and formal approval by the Prior Lake Cit~ Council. Please direct any questions or comments regarding th~s proposal to Ralph Teschner or Larry Anderson at 447-4230. If the conditions are satisfactory, and ~ou wish for the City to proceed, indicate your acknowledgement ~n writing. sincerely, ~~ Bruce Loney, P.E. Assistant city Engineer CITY OF PRIOR LAKE BL:jlp ,.--... ADVERTISEMENT FOR BIDS HOLLY CIRCLE IMPOUNDMENT STRU\.-...URE CITY PROJECT NO. 92-12 BIDS CLOSE SEPTEMBER 15, 1992 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 Tuesday, the 15th day of September, 1992, 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: Maior Items Embankment Construction 36" RCP 12" D.I.P. 12" Gate Valve 6' x 4' Precast Concrete Box Adjustable stop Log Flow Control Structure Reinforced Concrete Retaining Walls Pipe Handrail Rip Rap stilling Basin & Flume Turf Establishment 5,200 C.Y. 85 L.F. 6 L.F. 1 EACH 1 EACH 1 EACH 345 S.F. 64 L.F. 135 S.Y. 0.3 ACRE Plans and specifications, proposal forms and contract documents may be seen at the office of the City Engineer, Prior Lake, Minnesota and at the office of the Consulting Engineer, Valley Engineering Company, 7301 Ohms Lane, suite 500, Minneapolis, Minnesota 55439 No bids will be considered unless sealed and accompanied by a bidder's bond naming the City of Prior Lake as obligee, certified check payable to the City Manager of the City of Prior Lake or a cash deposit equal to at least five percent (5%) of the amount of the bid, which shall be returned or forfeited as set forth in the Information for Bidders. The Council reserves the right to retain the deposits of the three lowest bidders for a period not to exceed sixtf (60) days after the date and the time set for the opening of b1ds. No bids maybe withdrawn for a ~eriod of sixty (60) days after the date and time set for the open1ng of bids. Contractors desiring a copy of the plans and specifications and pro~osal forms may obtain them from the office of the City Eng1neer, upon pa~ent of $25.00 (refundable upon return of the materials in a cond1tion satisfactory for reuse. The Council reserves the right to reject any and all bids, waive irregularities and informalities therein and further reserves the right to award the contract for the best interests of the city. By order of the Prior Lake city council this 17th day of August, 1992. To be published in the Construction Bulletin on August 21st and August 28th, 1992. To be published in the Prior Lake American on August 24th and August 31st, 1992. l'f'" I~ (.; ~ 110 TABULATIOI FOR HOllY CIRCLE IMPOUNDMENT STRUCTURE AID APPURTEIAIT WORI FOR THE CITY OF PR101 lAIE. IIIMESOTA 'ROJECT 10. 92-12 lIDS OPENED a SEPTE.'ER 15. 1"2. ltttt A... t; (,;;. to,,,., '''It, COWTlACTOR 8ID TOTAL Al HRUH Al HIIATE TOTAL lASE , 1010 BASE BID 11 t2 All. 11 , 12 SCH. 11 , 12 ItD 1- CCS COITRACTIU 2. COMSTRUCT~OI IATERIALS. IIC. 3. 'LOIAL SP~CIAlTY COITRACTOIS 4. Ell RIVER COICRETE 5. JAY 810T~ERS. IIC. X 12.966.11 7.151.11 '.15'.11 93.775.11 6- IIllfSOTA PIPE ( EOUIPIEI' CO. 7 . III.ETONIA liON WORKS. IIC. I" OOfSA CO~STRUCTIOI. IIC. ,? . ~IH ,LAU ,r:~ITRAp~U X 112.361." 6.112.11 LUI.II 111.533.11 11. IVA. CONTRACTIIS. IIC. 84.128.11 11.116." 2.515.11 96.829,11 11- VEIT , COMPANY.IMC. · All alODER ACKNOWLEDGED AODENUN 11 t...; L.; l.,. t~.. I hereby c.rtify th.t thi. 1.. true .Id corr.ct t.bul.tio. t.bul.tlon of the bid. .s r.c.ly.d o. f,..; . tOE NOTES CORRECTED FISURE BYa "",\ C' I " \.... ~::. I , ".' i..,.; '""". EXHIBIT "I" CONSENT OF SURa: I -I COMPANY TO RNAL PAYMENT AlA DOCUMENT G707 OWNER ARCHITECT CONTRACTOR SURETY OTHER o o o o Page: Date: C-35 2/88 PROJECT: .. (name, address) Franklin Trail Sidewalk Project TO (Owner) r Ci ty of Prior Lake Prior Lake, MN I ARCHITECT'S PROJECT NO: CONTRACT FOR: 92-11 Franklin Trail Sidewalk L CONTRACTOR: ...J CONTRACT ~ATE: 6 July 92 Weststar Curb and Concrete Inc. Watkins, MN In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the (here insert name and add... of SuNty CompIny) Old Republic Surety , SURETY COMPANY, on bond of (here insert name Iftd add... of Contractor) West~tar Curb and Concrete Inc. Watkins, MN , CONTRACTOR, hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obligations to (here insert name and address of Owner) City of Prior Lake Prior Lake, MN , OWNER, as set forth in the said Surety Company's bone!. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this 9 day of October 19 92 . Old Republic Surety Surety Company Attest: (Seal) : ~~~ Sisnit6re of Authrzed Representative attorney-in-fact Tide " NOTE: This form is to be used as a companion document to AlA DOCUMENT Q06, CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS, Current Edition AlA DOCUMENT ....., · C\)NSENT OF SURETY COMPANY TO FINAL PAYMENT · APRIL 1970 EDITION · AlAe e 1970 · THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C. 20006 EXHIBIT "I" ONE PAGE ~ ~ EXHIBIT. "t" Page: C-38 Date: 2/88 OWNER 0 ARCHITECT 0 CONTRACTOR 0 SURETY 0 OTHER CONTRAL lOR'S A....IDA VI. OF PAYMENT OF DEB.'S.AND CLAIMS AlA Document C706 TO (Owner) rC't . 1 Y of Pr10r Lake 4629 Dakota SE Prior Lake, MN L PROJECT: (name, address) 92-11 ARCHITECT'S PROJECT NO: --, CONTRACT FOR: ..J CONTRACT DATE: 7/6/92 State of: Mn ~ounty of: Mille Lacs The undersigned, pursuant to Article 9 of the General Conditions of the Contract for Construction, AlA Document A201, hereby certifies that, except as listed below, he has paid in full or has otherwise satisfied all obligations for all materials and equipment furnished, for all work, labor, and services performed, and for all known indebtedness and daims apinst the Contractor for damales arising in any manner in connection with the performance of the Contract referenced above for which the Owner or his property m isht in any way be held responsible. EXCEPTIONS: (If none, write "None". If required by the Owner, the Contractor shall furnish bond satisfactory to the Owner for each exception.) none \.. SUPPORTINC DOCUMENTS ATTACHED HERETO: 1. Consent of Surety to Final Payment. Whenever Surety is involved, Consent of Surety is required. AlA DOCUMENT G707, CONSENT OF SURETY, may be used ior this purpose. Indicate attachment: (yes ) (no ). The followinl supporting documents should be at- tached hereto if required by the Owner: 1. Contractor's Release or Waiver of Uens,condi- lional upon receipt of final payment. 2. Separate Releases or Waivers of Uens from Sub- contractors and material and equipment sup- pli~,to the extent required by the Owner, ac- companied by a list thereof. 3. Contractor's Affidavit of Release of Uens (AlA DOCUMENT \",u6A). CONTRACTOR: Weststar CUrb & Concrete Inc Watkins, MN Address: o~)' BY: / P /7/7 _& ~~ ~es/treas. Subsaibed and swom to fore me this -'3 day of Oc f 19 &f).- t9 ~~ Notary Public: LARRY MOE NOTARY PUBLIC. MINNESOTA MILLE LACS COUNTY My Comm. Exp. June 5, 1997 ,,,,,C'. .._.~ ONE PAGE AlA DOCUMENT G7I6 · CONTRACTOR'S AFFIDAVIT OF PAYMENT OF D.:a:,.~ AND CLAIMS AlAe.. 1970. THE AMERICAN INmTUTE OF AROtITECTS, 1735 NEW YORK AVE., NW, W EXHIBIT "t" BID PROPOSAL FORII Contractor's Name Contractor's Phone PROJBCT IDBlfTIPlCATIOM: HOLLY COURT SITE GRADING, SANITARY SEWER, ~ATERMAIN, STORM SEWER' STREETS Prior Lake, Minnesota BIDS TO BB OPBIfBD: October 23, 1991 11:00 a.m., Local Time (C.D.T.) At the office of Valley Engineering Co., Inc. 14041 Burnhaven Drive, suite 114 Burnsville, MN 55337 THIS BID IS SUBIIITTBD TO: Mr. J. W. Knoblaugh 13017 Maywood Lane Hopkins, MN 55343 The undersigned has examined the Contract Documents, including the Instructions to Bidders, General Contract Condi tions , Form of contract, Detailed Specifications, and Plans; is familiar with the site and location of the PROJECT, the nature of work and local conditions affecting the cost of the work and hereby proposes to furnish all labor, materials and equipment required for the complete construction of work' described in strict accordance with all requirements of the Contract Documents as follows: project Location: In the vicinity of Holly Circle' Cates Street, Prior Lake, Minnesota. BID SCHBDULB: ITEM NO. CONTRACT ITEM UNITS QUANTITY UNIT PRICE TOTALS SCHBDULE 1 - SITB GRADING , STORM SBh6A 1.01 Clearing and Grubbing Including Disposal L.S. 1 Lump Sum $ SOO,tx) 1.02 silt Fence L.F. 565 $t.,!!!!. $ //30,00 1.03 Common Excavation C.Y. 3200 $ /~ $ 38~CJ.oo P-1 1.04 Muck Excavation and/or Z (10 00 subgrade Correction C.Y. 4800 $ - $ 96()O- $3~ ex,) 1.05 Granular Borrow C.Y. 1500 $ -95()O - 1.06 Remove and Salvage Existing D.I.P. Culvert L.S. 1 Lump Sum $ /bO,(JO ~ ,~ 0(/ ~~ Y' ~ 1.07 4,47 ~ 27" kP;JPA fl. 4 L.F. 76 $ 120- $ 9'/20.00 . ,,~ lite (.c e.I ~ h.u ..., ~~~ 1.08 44" X 27" RCPA Apron With Galvanized cJU ~\~, ~5M" Trash Guard EACH 1 $ 1500- $ /.5?kJ. 00 ~' 1. 09 6' x 4' Box Culvert " l' ~ Overflow structure ~~;'\r,1 .Assembly with Hatch Door, End Cap, Bottom Slab and Bar Grate L.S. 1 Lump Sum $ ~ O()(O. 00 0" ZZS-.()O 1.10 15" RCP Cl. 5 L.F. 9 $ Z5"- $ 1.11 15" RCP Apron With Galvanized o. Trash Guard EACH 1 $ ~25- $ l3 ZS-.OO 1.12 Rip Rap Stilling Basin with Geotextile ~i c::t) underlayment ~",(.l S.Y. 56 $ ~(J - $ Z~OO, 00 1.13 Rip Rap Flumes with /S~ Geotextile Underlayment S.Y. 90 $ $ /~SO.tJO .~ 1.14 Sod S.Y. 110 $ z- $ 2z0.oo 1.15 Seed, Mulch and !J~ Fertilize ACRE 1.4 $ $ II 2- 0 , ()O 1.16 Blank TOTAL BID SCHEDULE 1.................................... .$ oJ';, 3.30 e.:: SCHBDULB 2 - SAlfITARY SBWBR , WATBRIIAIIf PART A - SAlfITARY SBh6l<: 2.01 8" PVC SDR 35 I 00 Sewer Pipe L.F. 98 $ 2- $ //7/'.00 2.02 Connection to t:)v Existing Stub EACH 1 $ ..3tJO- $ ~ t)(), ()O au 2.03 Standard 48" Manholes EACH 1 $ '100- $ 9 tJ(). {)O P-2 # " 2.04 4" High Density #" styrofoa. Insulation S.F. 890 $ 2 $ 17B~. 00 ()u 2.05 8" x 4" PVC Wyes EACH 2 $ ..JIJ- $ /:,0.00 2.06 4" Service Connection ~,,2!- to Manhole EACH 1 $ $ JO. 00 t/U IO~O.OC) 2.07 4" PVC Service pipe L.F. 125 $ 8- $ 2.08 Blank 2.09 Blank 2.10 SUBTOTAL PART A, SCHEDULE 2 - SANITARY SEWER..... $ 52i',(JO , PART B - WATBRIIAIII: 2.11 Connection to Existing stub EACH 1 $ r:J ()(), tV $ ..3l9O. ro 2.12 6" D.I.P. L.F. 120 $ /2.00 $ /41 (), ()O 2.13 6" Gate Valve EACH 2 $ J 5lJ, ()() $ ?tJO,OO 2.14 Standard Hydrants EACH 1 $ /()()I).()O $ /O()O.()l) 2.15 Fittings LBS. 0 $ /, 00 $ 0 2.16 1" Corporations EACH 3 $ .t O,tJ:) $ ~o ,00 2.17 1" Curb stop and Box EACH 3 $ ~o,OQ $ 180,00 2.18 1" Copper Service Pipe L.F. 120 $ &:,,00 $ 7zo. <X) 2.19 6" Hydrant Extensions EACH 1 $ Loo.Qj $ Zoo. 00 2.26 4" High Density s~yrofoa. Insulation S.F. 890 $ 1.. "Q) $ 17~o.OO 2.21 Blank .' $ (,380,00 2.22 SUBTOTAL PART B, SCHEDULE 2 - WATERMAIN........... TOTAL.BID ~~42, PARTS A , B....................... $ /~6lb,oo , . "'p'h. P-3 SCHBDULE 3 - STREET: C10 /30,00 3.01 Subgrade Preparation STA. 1.3 $ 100- $ . 3.02 Test Rolling STA. 1.3 $ Z~ $ lb.OO 3.03 4" Aqq. Base MnDOT Cl. 5 e~ loot Crushed TON 140 $ $ I/ZO.()() 3.04 Surmountable Concrete 5!:. I ~LtJ. (f) Curb and Gutter L.F. 304 $ $ 3.05 3" MnDOT 2331 Z '0 Bituminous Base Course TON 90 $ 0- $ 1800.00 3.06 Adjust Manholes EACH 1 $ IS?J~ $ /SD,((J Adjust Gate Valves $ CICI $ ZOO.OO 3.07 EACH 2 /00 - 3.08 Bituminous Tack Coat S.Y. 500 $ O!.!'. $ SO. a:J 3.09 1 1/2" MnDOT 2341 .15 !!.. Wearing Course Mix TON 45 $ $ II z.. s-; OQ 3.10 Erosion Control Maintenance L.S. 1 Lump SUlD $ ZOO,OO 'l"O'1'AL BID SCIIBDtJLB 3..................................... $ ~J.z/,oo TOTAL BID SCHBDULBS 1, 2 , 3........................... . $S?Z7?:OO Bidder acknowledges receipt of the following agenda: 1. Dated 2 . Dated 3. Dated It is understood by the undersigned that the right is reserved by the OWNER to reject any or all bids and to waive irregularities and formalities in order to s_rve the best interests of the OWNER and that this bid may not be withdrawn until sixty (60) days after the date of openinq. If 'this bid is accepted, the undersigned agrees to promptly furnish a perfo....lllance bond, payment bond, and insurance certificates in the full amount of the Contract Award and to P-4