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ei <br />OAKWOOD VIEW .PRELIMINARY UTILITY PLAN <br />0 <br />GSt GIP <br />®F1 49 Li' D.40% <br />50R 35 P <br />C <br />0 T6 <br />ST68 <br />OMOJ <br />l'l06 <br />0'469 <br />5469 <br />OM8d <br />1'Z06 <br />_ __ <br />aaa'a'a <br />8'19.52 DIP r <br />149.92 LF 0 0.40x ' <br />8'. SDR 35 PVC <br />\ . <br />0,3 T <br />e / <br />X01 0 <br />1 s��a 5 <br />Z'105 <br />OMdS <br />5'969 <br />0'962 <br />,IU tO0: ,. <br />LL 'Z06 <br />l'406 <br />OME3 <br />S'969 <br />0'969 <br />i <br />(no �,,,") <br /><Q■ y4j'c.� <br />359 71 LF 0 O.40S - <br />8' SDR 3 <br />i 18 Q.52 DID II <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 />g '96 <br />Sdd <br />I�nu31 <br />y <br />• <br />a5 - my4 .. <br />�WS j <br />Vi 8 <br />KBE <br />0001LYY0 <br />GRAPHIC SCALE <br />iii <br />( IN FEET ) <br />1 Inch v 50 AL <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 8' OF COVER, <br />5. SANITARY SEWER AND WATERMAIN CROSSINGS TO HAVE <br />A MINIMUM OF 18" VERTICAL SEPARATION <br />6 LINO LAKE UTILITY SUPT. MUST BE CONTACTED AT <br />LEAST 48 HOURS PRIOR TO UTILITY WORK, WORK IN <br />ROW OR UTILITY 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. C5D0 -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 CLIII <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 />I RECEIVED <br />JAN 2 8 2004 <br />CITY OF LINO LAKES I <br />•1 HEREBY CERTIFY THAT THIS <br />PLAN OR SPECIFICATION WAS <br />PREPARED BY ME OR UNDER <br />MY DIRECT SUPERVISION AND <br />THAT I AM A DULY REGISTERED <br />PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE <br />STATE OF MINNESOTA <br />W.A.T. MGCULLY <br />\GATE: REG NO.23j� <br />>:�e8 Win <br />ilgg <br />WATM <br />CHECKED <br />WATM <br />DATE <br />09/17/2003 <br />VFiRTICAL SCALE HORIZ. <br />1 : 10' I' :50' <br />JOB NO. <br />03505 <br />BOWL <br />PACE <br />GRC FIELD #03505 <br />SHEET <br />4 <br />4 sHEETs <br />