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Home My WebLink About1994-04-14 CA Fax to NAC Forwarding 04-13-1994 Barry McKee Ltr Re Developer's Agreement 04/.18/94 ? LAW FIRM - WPC NO.813 P0011 LAW OFFICES C ECKBERG, L_AMMERS, BRIGGS, WQL.FF Sc VIER LING 183!4 NORTHWESTERN AVENUE STILLWATER. MINNr _A 'S S oB2 LYLE J. E,CItBaRc; (ete) 439 JAMES F. LAMMERS l-,Nv 1512) 4 92923 rkoa ERT G. EIRI GGS ?A.l4L A. WOLF MARK ..j VIERLING CRecQPY c CALLER KEVIN K. `SHOE$ R +3 THOMAS J. WEIrDNER SUSAN 0: OLSGrt COVER SHEET - 1~ACS rMII1E T1 ANSMISSION DATE: -- . �. - T Please deliver the following page (s) to: FAX NU.: NAME: c � 42)? : be.* — glorrel p FROM - - , 1o1 % ._ .. -- TOTAL NUMBER OF PAGES , INCLUDIN r COVER SHF The information contained in this facsimile message Ana• be privileged and confidential. It is intended only for the use of the individual or entity to whom it is sent. If the recipient of this transmittal is not the intended recipient, or an employee or agent responsible to deliver it to the intended recipient, any dissemination, copying, or distribution of this communication is strictly prohibited. If you have received this communication in error, please immediately notify us by telephone and return the original message to us at the above address via the J.S. Postal Service. IF YOU DO NOT RECEIVE ALL OF THE PAGES, PLEASE CALL US BACK AS SOON AS POSSIBLE AT (612) 439 -2878. COMMENTS * * * * * * * * * * * * HARD C',J P z .4 .) (W LL NOT: = <_ „_, 3Y M 11_ 04/18/94 12:47 EC:I <::F1ER 1:.1 FIRM N .iRC: • NO.813 P002 BARRY WILLIAM MCKEE ATTORNEY AT LAW 324 SOUTH MAIN STREET, SUITE 220 STILLWATFR, MINNESOTA 5SO 2 TELEPHONE: (612) 430 -1717 FACSIMILE: (612) 351.0S03 April 13, 1994 Mark J. Vierling Eckberg, Lammers, Briggs, Wolff & Vierling 1835 Northwestern Avenue Stillwater, MN 55082 Re: East Oaks P.U.D. Developer's Agreement Your File No. 1501-1346 Dear Mark: 1 am writing to follow -up on our conversation of April 11, 1994 concerning the above - referenced matter. We are anxious to finalize the terms of the Developer's Agreement so we can proceed with the project. During our phone conversation, we discussed the following points: A. 'aragraph 1k, page 4. 1 have asked Norris to talk to the planner about the language in paragraph 1[ which limits the construction of two -story buildings. This would severely limit development of the project since we anticipated that the regular residential ordinances would apply when we were forced to cut clown the number of lots being incorporated into the PIM. This is, after all, a residential development, and accordingly we do not believe that the two -story restrictions are necessary. • 04,' 18: "84 12:47 EC.K<.8ERG LAW FIRM a NWAC NO.813 P003 Mark Vierling April 13, 1994 Page Two B. Paragraph 2 page 5. We believe the "estimated cost" numbers contained in paragraph 2 are too high for the following lined items: 1. Boulevard and sy r k sod $4,560 As you know, there will be no boulevard and the sod for the lot will be the owner's responsibility 2. Utility protection & repair 4,800 This is the subcontractors' responsibility and subcontractors will not be paid until their work is inspected and approved by the city 3. S - t • _ ' ! • _ .• • . - • " _ 4,804 This is the subcontractors' responsibility and subcontractors will not be paid until their work is inspected and approved by the city Items 7 through 15 are bid items. We believe you should use the actual amount of the bids from the vendors instead of the estimated costs. The bids are attached hereto for your review. C. Paragraph 11z C page 6. The last sentence of paragraph C will be deleted to maintain the private nature of the P The Declaration of Covenants , Restrictions, and Easel- s 04/13 34 12:47 ECK8EFIPId FIRM hlr,J C. • NO.813 P004 Mark Vier ling April 13, 1994 Page Three shall contain language giving the board of directors the power to convey the streets to the city if a majority of the homeowners want the streets conveyed to the city, but such conveyance shall not be mandatory. The developer shall have the sole responsibility for the repair, upkeep, and maintenance of the streets and shall retain ownership of the streets but maintain them in accordance with city standards. Article IX Section 6 of the Declaration of Covenants, Restrictions, and Easements for East Oaks Homeowners Association shad also he amended to coincide with the language in the Developer's Agreement. D. l will contact Barry Stack about developing new legal descriptions for the easements burdening the land encompassed by the P.U.D. E. In lieu of the security requirement described in paragraph 2, the partners will obtain a declining letter - of- credit in a form acceptable to the city which allows the balance of the letter to decline after construction of the improvement and inspection by the city's engineering department. We propose that paragraph 2 should appear as follows: • • 04,' 18.! 12:4? EC LAW FIRM - Hk AC: NJO.813 P005 Mark Vierling April 13, 1994 Page Four 2. Description of Plan A Innpruv'ements East Oaks P.U.D. Estimated Cost 1. Boulevard and Swale sod $ -0- 2. Boulevard trees 1,500 3. Street signs 150 4. Street lights 1,440 5. Utility protection and repair .0. 6. Street protection and repair -0- 7. Site Seedings Restoration 3,505 8. Erosion Control Facilities 3,000 9. Sanitary sewer 20,859 10. Water main 18,155 11. Douse services 26,812 12. Storm sewer 25,389 13. Base preparation 12,550 14. Curb and gutter 12,600 15. Surfacing 12,225 TOTAL ESTIMATED CONSTRUCTION COST OF PLAN A IMPROVEMENTS: 138,185 SECURITY REQUIREMENT (25%) 34,546 TOTAL PLAN A. ESCROW: 172,731 • 04:'1,2/94 12:47 EcKBERG LAW FIRM NW AC • NO.s13 P006 Mark Vierling April 13, 1994 Page Five If you concur with these numbers, Norris will take the necessary steps to obtain the letter of credit. Please advise as soon as possible. SincereI , f' i' Barry '. McKee BWM :mj enc. pc: Norvin ST. Norris Swager 84 {'18/84 12:47 EC:KBERG LAW FIRM NUJ c • NO.813 P007 • PROPOSAL FORM EAST OAKS PUD SANITARY SEWER, WATER MAIN, STORM SEWER AND STREET IMPROVEMENT OAK PARK HEIGHTS, MINNESOTA 9t l /3Z East Oaks, LLC c/a Swager Bros., Inc. P.O. Box 2060 Stillwater, MN 55082 Gentlemen: The undersigned, being familiar with local conditions, having made field inspections and investigations deemed necessary, having studied the plans and specifications for the work, and being familiar with all factors and other conditions affecting the work and cost thereof, hereby propose to supply all the labor, materials and equipment necessary for the construction of the project in accordance with the plans and specifications prepared by Stevens Engineers, Inc., Engineer, and in strict accordance with the following schedule. ITEM UNIT NO. I M_ __ UUAN Y UNIP PRICE MOUNT SCHEDULE A -- SITE CLEARING AND GRADING 1. Clearing and Grubbing 1 L.S. $ two 2. Common Excavation 53313 C.Y. $ / $ 63 99 3. Salvaged Topsoil 2349 C.Y. $ / $ 3 ` Po, 4. Reinforced Retaining Wall. 4100 S . F. $ j t°- $ _ S`� 0z9 5. Erosion Control 1 L. S . $ 3 ooa' 6. Seeding 4.00 ACRE $ /f $ SW 041- r 7 . Seed 250 L.B. $ £ 5.° $ L 2i 8. Mulch 8.00 TON $ ' 45 $ Roo t- 9. Payment and Performance Bonds 1 L.S. $2, coo �— /33 ssy. zo Page 1 O4. "84 12:48 EC LAW FIRM - NWAC NO.813 P008 SCHEDULE B - SANITARY SEWER, WATER MAIN AND STORM SEWER 10. 8" San. Sewer 0' -8' Depth 65 L.F. $ /S $ 9 '7s 11. 8" San. Sewer 8' -10' Depth 120 L.F. $ i $000 12. 8" San. Sewer 10' -12' Depth 105 L.P. $ /S"- 13. 8" San. Sewer 12' -14' Depth 110 L.F. $/ $_.4 14. 8" San. Sewer 14' -16' Depth 85 L.F. $ /F- $ _ /S3a 15. 8" San. Sewer 16' -18' Depth 55 L.F. $ /$" $ '9e 16. 8" San. Sewer 18 Depth 30 L.F. $ 23 $ 17. 8" San. Sewer 20' -22' Depth 30 L. P. $ 2 5 { $ 7SO — 18. 8" San. Sewer 22' -24' Depth 40 L. $ i r $ taro c_o 19. 8" San. Sewer 24' -26' Depth 30 L.F. $ 35 $ 20. 8" San. Sewer 26 Depth 15 L.F. $ 4 /0 $ ioo 21. 8" San. Sewer 28' -30' Depth 40 L.F. $ 0 -` $ /$" 22. Standard Manholes 0 3 EACH $ /2 9S - $ 3ffZ 23. Extra Manhole Depth 21 L.F. $ /3 $ 4 L.. 24 . Type "A" Service Wyes 26 EACH $ 3• — _ $ fog - 25. 4" Sewer Service Pipe 1200 L.F. $ $ O 26. Reconstruct Manholes 4 EACH $ Zo $ Taro 27. 6" D.I. Water Main 850 L.F. $ /V $ 28. Fittings 450 LBS. $ 2 -�� $ 29. 6" Valves 3 EACH $ 32.5 $ 99f 30. Hydrants 2 EACH $ /Z 90 ^ $ 2Y10 31. 1" Service Groups 26 EACH $ jet $ 3/9e 32. 1" Service Pipe 1300 L. F, $ 9 $ /{ Pao 33. Connect to Existing Water Main 1 EACH $ / &7S ~ $ vs 34. 15 CL 4 RCP Storm Sewer 430 L.F. $ / $ 9:F Page 2 4 18 ^:=34 12:48 EC F T RM NIJHC HO. 81 ; P009 35. 18" CL 4 RCP Storm Sewer 230 L.F. $ 36. Storm Sewer Manhole 3 EACH $ $ r/Qs'a 37. Catch Basin 1 EACH $, /3$ 0 $ )DSO 38. Catch Basin /Manhole 1 EACH $ iv?s $ 409.r 39. 15" RCP Apron 1 EACH $ 5 $ 577` 40. 15" RCP Apron WT. G . 1 EACH $ 4g S ' $ 6 t s' 4 18" RCP Apron 1 EACH $ SS' $ £ Ts` 42. Grouted Rip Rap 4 C.Y. $ 9 ~- $ Fo 43. Filter Fabric 100 S.Y. $ Z ( $ 44. Granular Filter 2 C.X. $_ /4 $ 45. Payment and Performance Bonds 1 L.S. $ ZS__ SCHEDULE C - STREET 94, 46. Subgrade Preparation 8.2 R.S. $ 0 '22 $ ZO5O yr 47. Class 5 Crushed Rock a Base Course 1400 TON $ `7 (-9 $ l p 566 48. Bituminous Base Course 270 TON $ /'4 $7P0 °Q 49. Bituminous Wear Course 270 TON $ , $ 4 °° SO. Bituminous Material For po Mixture 33.0 TON $ /25 $ 4 125 ° 51. Concrete Curb and Gutter, a All Sections 1800 L.F. $_..,7 $ 12 ( c 2 TOTAL BID $_ r i ot _ Page 3