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0' <br />a <br />. --- ' --- • r --- <br />. / 1 .. \ <br />..,. <br />1 1 <br />.,. , I <br />Lo <br />T I\ ill <br />„„, \I <br />\ c. ._ Ai <br />1 A, <br />A, <br />A,N 1 `, . <br />.••'''' /. ••••.' „,, <br />/ v . .,,,. <br />/ <br />\ du- <br />A., <br />) / <br />VAUGHAN'S 1ST ADDITION <br />UTILITY PLAN- <br />Ordinary High Water Elevation: 883.7 <br />RCWD EleVation: 887.6 <br />Edg Of Wetland As Delineated <br />By Wenck Associates <br />On October 23, 2007 <br />16.5—ft Wetland Suffer <br />150—ft Setback from OHWL <br />UTILITY NOTES <br />,20”' s>11:1• <br />SEW° <br />GAR:895.0 <br />LFE B91.0 <br />FFE: 895.7 <br />4/ —.890 - 1.1 <br />, <br />SAMMY SEFNICE:t <br />421F-4 SDP-24 PVC <br />/ EX. r <br />.1-3&:(36-P 0 G:InaL <br />- / <br />6 ' <br />i 1 po,wr 0 -No <br />• <br />\ 1 <br />OUTLOT A <br />ALL <br />r SWART PM <br />Wt. 8137.01± <br />\ 11, <br />N • <br />N <br />0 30 60 <br />AIL <br />75—ft She Impact Zone <br />— <br />SI — <br />REE1 UGNI <br />I ---- <br />CONTRACTOR SHALL. FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTIUTIES AND TOPOGRAPHIC FEATURES PRIOR TO THE <br />COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. <br />ALL EXISTING U11UTY LOCATIONS SHOWN ARE APPROXIMATE CONTACT "GOPHER STATE ONE CALL (651-454-0002) FOR UTILITY LOCATIONS, 48 <br />HOURS PRIOR TO EXCAVATION. <br />UTILITY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE UNE <br />INSTALLATION AND SANITARY SEER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA AND <br />ALL STANDARD DETAILS FOR THE CITY OF UNO LAKES. <br />ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P.V.C.) SDR 35 UNLESS OTHERWISE NOTED. SANITARY SEWER WYES SHALL BE 8 <br />INCH BY 4 INCH SCHEDULE 40. SANITARY SERVICES SHALL BE 4–INCH SDR-28 P.V.C. <br />ALL WATERMAIN PIPE TO BE DUCTILE IRON PIPE (D.I.P.) CLASS 52 UNI FS'S OTHERWISE NOTED. ALL WATER SERVICES SHALL BE I –INCH, TYPE <br />"K. COPPER. <br />CONTRACTOR SHALL MAINTAIN AS–BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLE110N OF WORK. <br />AS–BUILT INFORMATION SHALL INCLUDE ELEVATIONS OF ALL SANITARY SERVICE ENDS. <br />FM SAMMY 1.01 <br />VOW 893.51 <br />NV. teems / <br />, • , <br />„,/ A / • • <br />..--- <br />/ / <br />\ • I, / .\,. –./... 7 1 <br />■ ' ,:.•- <br />l' <br />/ / / <br />/'. / <br />,7 ,/ <br />UTILITY LEGEND <br />— COSTING SANITARY SEWER <br />EXISTING WATERMAIN <br />0 EXISTING SANITARY MANHOLE <br />(jr) EXISTING HYDRANT <br />• • • • • PROPOSED SANITARY SERVICE <br />• <br />• PROPOSED WATER SERVICE <br />• PROPOSED CURB STOP <br />LOCATION MAP <br />801 10 SCALE <br />,-- - <br />4. 4* <br />I -A <br />60.10 <br />q, •\ <br />( 9, <br />.C.r Cr <br />ay 4, 4,,18 <br />I___ 4' — <br />SECTIONS 27, & 28, TOWNSHIP 31, <br />RANGE 22 <br />ANOKA COUNTY, MINNESOTA. <br />RECEIVED <br />DEC 1 4 2007 <br />CITY OF LINO LAKES <br />• <br />VAUGHAN'S 1ST ADDITION <br />LINO LAKES, MINNESOTA <br />UTILITY PLAN <br />DE-OGNED <br />KTG <br />KTG <br />180,ECT <br />2003.001 <br />0±10 <br />12/14/07 <br />9E001 <br />6 <br />