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I HEREBY CERTIFY THAT THIS <br />PLAN OR SPECIFICATION WAS <br />PREPARED 8Y ME OR UNDER <br />MY DIRECT SUPERVISION AND <br />THAT I AM A DULY REGISTERED <br />PROFESSIONAL ENGINEER <br />UNDER 1FIE LAWS OF THE <br />STATE OF MINNESOTA <br />W.A.T. McCULLY <br />ATE; REG. N0.2213.} <br />Q <br />Lig <br />0 kJ"� <br />■ <br />OAKWOOD VIEW PRELI <br />vIINARY UTILITY PLAN <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 />03,62' <br />OMBJ <br />t'Z06 <br />tl <br />CL52 DIP WM <br />DA.I.H !1 Lit <br />3Ad AI SS Ip <br />A 8� <br />aid! <br />1/!1,1!--- « -« <br />it <br />- = =__ate „o <br />ida <br />< 359A71 SDR 35 LFO • � -. <br />8 <br />B CL52 DIP rc 3 I Aft <br />PS -5 NW Pond Outlet Skimmer Structure <br />GRAPHIC SCALE <br />n m <br />3 <br />EE <br />(W FEET ) <br />1 inch - 50 ft. <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. 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 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 />GRC FIELD #03505 <br />% WATM <br />CHECKED <br />WATM <br />DATE <br />02/01/04 <br />VERDCAL SCALE HORIZ. <br />50' <br />JOB N0. <br />03505 <br />BOOK PAGE <br />SHEET <br />4 <br />4 SHEETS <br />