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�1V <br />OAKWOOD VIEW PRELIMINARY UTILITY PLAN <br />c. <br />oa <br />8 <br />I 49 tF 0-1145 <br />71i. SC44 30 PVC <br />MISS <br />rPO <br />0'£69 <br />ST68 <br />OMB.I <br />1'106 <br />90.2 <br />5850 <br />895. <br />0'469 <br />S'468 <br />0M8d <br />CZ06- <br />:r__' ICLS2 DP r <br />. uy 149312 IF O 0.40e• _ <br />r SDR 35 PYC <br />*1126 <br />`i'ag <br />�Gf <br />l <br />FES <br />Z'106 <br />OMdS <br />S'868 <br />0'869 <br />LL .Z06 <br />0406 <br />OM8d <br />S'969 <br />0'969 0 <br />i`; <br />"ag <br />-- .358.71 <br />r SOR rip221 <br />WORK WITHIN THE CSAH 32 (COUNTY) RIGHT —OF —WAY WILL BE SUBJECT TO THE CONDITIONS <br />OF ANOKA COUNTY, INCLUDING ANY PERMITS AND RESTORATION REQUIREMENTS. <br />THE CONTRACTOR SHALL ADHERE TO ANY REQUIREMENTS RELATED TO CONSTRUCTION ACTIVITY <br />AND WORKING HOURS AS ESTABLISHED BY THE CITY OF LINO LAKES <br />L__J <br />s969aa - <br />Sdd <br />0 <br />Ix <br />4i <br />lg a� 81 gni . Jg;; <br />r � <br />y al <br />zg <br />a <br />e_� <br />ASIA OOONXFO <br />2° <br />ES <br />GRAPHIC SCALE <br />r NO <br />( <br />G'c <br />r yt0 J^i1 <br />(c.'Q 0 ' <br />1/1. FEET ) <br />I loch 60 R_ <br />UTILITY NOTES <br />1. ALL SANITARY SEWER SHALL BE 8" PVC SDR 26 <br />2. ALL SANITARY SEWER SERVICES SHALL BE 8" PVC <br />SCH 40 <br />3. > ALL WATERMAIN SHALL BE 8" DIP CL52 <br />4. WATERMAIN TO HAVE A MINIMUM OF V OF COVER <br />5. SANITARY SEWER AND WATERMAIN CROSSINGS TO HAVE <br />A MINIMUM OF 18" VERTICAL SEPARATION <br />6 UNO LAKE UTILITY SUPT. MUST BE CONTACTED AT <br />LEAST 48 HOURS PRIOR TO UTILITY WORK, WORK IN <br />ROW OR UTIUTY CONNECTIONS <br />7 SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED <br />AND TESTED PER THE REQUIREMENTS OF LINO LAKES, <br />CEAM, MDH AND MPCA <br />8 - CITY TO PAY FOR OVERSIZING AND EXTRA DEPTH OF <br />THE WM AND SANITARY SEWER TRUNK SYSTEMS <br />SERVING THE CITY <br />9 ALL WATERMAIN AND SEWER APPURTENCES SHALL BE <br />FURNISHED AND INSTALLED WITH THE CITY OF LINO <br />LAKES STANDARDS <br />10. GATE VALVES SHALL BE MUELLNER A- 2370 -20 WITH <br />MECHANICAL JOINTS MEETING AWWA SPEC. C500-61 <br />11. LAKE DRIVE MUST BE RESTORED TO ANOKA COUNTY'S <br />SATISFACTION <br />12. TRAFFIC CONTROL DURING CONSTRUCTION MUST BE <br />PROVIDED PER MUTCD AND THE REQUIREMENTS OF <br />ANOKA COUNTY <br />13. ALL STORM PIPES IN ROW SHALL BE CLV RCP <br />14. ALL STORM PIPES IN GREEN AREAS SHALL BE N12 <br />HDPE UNLESS NOTED OTHERWISE <br />15. RIP/RAP SHALL ALL BE CUU <br />16. ®-® ABONDON EXISTING UTILITIES WHEN APPROPRIATE <br />WHILE STILL PROVIDING SANITARY SEWER AND WATER <br />SERVICE TO THE CHURCH <br />EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY <br />ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT <br />LOCATION OF ANY AND ALL EXISTING UTILITIES, BEFORE <br />COMMENCING WORK. HE OR SHE AGREES TO BE FULLY <br />RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT <br />OF HIS OR HER FAILURE TO EXACTLY LOCATE AND <br />PRESERVE ANY AND ALL EXISTING UTILITIES. <br />GOPHER STATE ONE CALL <br />TWIN CITY AREA (651) 454- 0002 <br />MN TOLL FREE 1- 800 - 252 -1166 <br />RECEIVED <br />JAN 2 8 2004 <br />CITY OF LINO LAKES <br />GRC FIELD #03505 <br />REVISIONS <br />:11 <br />__ <br />—M <br />MIEMINMENII <br />MMIMINEMIE <br />MMIIIMEM <br />NIM <br />—� <br />1 HEREBY CERTIFY THAT TIRS <br />PLAN OR SPECIFICATION WAS <br />PREPARED SY ME OR UNDER <br />MY DIRECT SUPERVISION AND <br />THAT I AM A DULY REGISTERED <br />PROFESSIONAL ENGINEER <br />IRIRER THE LAWS OF THE - <br />STATE OF MINNESOTA <br />WA.T. MCCULLY <br />W TE. _ REQ NO.L,1111} .. <br />WATM DRAWN <br />CHED(ZD <br />• WATM <br />DATE <br />X17/2003 <br />1 : IB O SO <br />JOB NO. <br />03505 <br />BOOK - PAGE <br />4 <br />` CF 4 s1EETs <br />