Laserfiche WebLink
YMCA - L \O L <br />• <br />FFE 906.5 <br />7 <br />K ®S <br />SITE PLAN BUILDING REVIEW SUBMITTAL <br />LINO LAKES COMMUNITY DEVELOPMENT DEPARTMENT <br />OCTOBER 10. 2005 <br />(NOT FOR CONSTRUCTION) <br />III II 1 <br />111111111111111101 is <br />tf <br />FFE 906.5 <br />N <br />09 <br />/ <br />i <br />1'• <br />FFE 903 <br />5DP. <br />inrg ''' ' <br />0 C EANGUT <br />NV 49 M <br />O <br />O <br />LL! <br />f / <br />rr <br />EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL <br />DETERMINE THE EXACT LOCATION OF ANY AND ALL UTILITIES, BEFORE COMMENCING WORK. <br />CONTACT GOPHER STATE ONE CALL AT TWIN CITY AREA (651) 454 -0002 <br />MN TOLL FREE (800) 252 -1166 <br />i 1 <br />GRAPHIC SCALE <br />l <br />1 616160) <br />1'MO' <br />tUT1uTY 6071'00 <br />1. ALL SANITARY SEWER SHALL BE 10' PVC <br />SDR 35 UNLESS NOTED OTHERWISE <br />3. ALL WATERMAIN SHALL BE DIP CL52 UNLESS NOTED <br />OTHERWISE <br />4. WATERMAIN TO HAVE A MINIMUM OF 8.0' OF COVER. <br />5. SANITARY SEWER AND WATERMAIN CROSSINGS TO <br />HAVE MINIMUM OF 18' VERTICAL SEPARATION. <br />6. CITY ENGINEER MUST BE CONTACTED AT LEAST 48 <br />HOURS PRIOR TO WORK IN ROW OR UTILITY <br />CONNECTIONS. <br />7. SANITARY SEWER AND WATERMAIN SHALL BE <br />INSTALLED PER THE REQUIREMENTS OF LINO LAKES, <br />AND CEAM. <br />11. ROW MUST BE RESTORED TO CITY ENGINEER'S <br />SATISFACTION. <br />12. CONTACT BRETT BAILLY, P.E. AT GLENN REHBEIN <br />COMPANIES ® 763 - 784 -0657 WITH QUESTIONS. <br />13. MEGALUGS REQUIRED AT ALL WATERMAIN <br />MECHANICAL JOINTS. <br />LEGEND <br />EXISTING CONTOUR MINOR 901 <br />EXISTING CONTOUR MAJOR — - - -�00- <br />PROPOSED CONTOUR MINOR <br />PROPOSED CONTOUR MAJOR <br />PROPOSED SPOT ELEVATION •103.'+s <br />EXISTING WEILAND --- - - - - <br />WETLAND VEGETATION SYMBOL <br />EXISTING SILT FENCE <br />PROPOSED SILT FENCE <br />DRAINAGE DIRECTION 1.57% -> <br />PROPOSED SANITARY SEWER <br />PROPOSED WATERMAIN —1 <br />PROPOSED STORM SEWER a >— <br />PROPERTY UNE ---- - - - - -- <br />PHASEDPARKING BOUNDARY UNE--•--•---•-•-•-,---•-.-•-- <br />PROPOSED SANITARY MANHOLE <br />PROPOSED STORM CATCH <br />BASIN /MANHOLE <br />PROPOSED SIDEWALK <br />ROCK CONSTRUCTION ENTRANCE <br />EROSION CONTROL BLANKET <br />(REVISIONS BB\ <br />DRAWN <br />eOP <br />CHECKED <br />BOB <br />0A1E <br />10 -10 -2005 <br />VERTICAL MALE HOAR. <br />N/A P <br />NOB H0. <br />05513 <br />91EET <br />C1.02 <br />OF SHEETS,/ <br />BOCK <br />PAGE <br />