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97J., <br />r�� /.-v ., / 1 <br />/ 30/00 /V0' / <br />�'t5..00 <br />EU1171VG I <br />LIMITED ACCESS TO 77TH STREET <br />r (LIGHT VEHICLES UONLLY) <br />\\ <br />ROCK CONSfRJ011 Rt <br />ENTRANCE _=' <br />• <br />EAIISSING 71 <br />/BV Lf)NG� <br />0/1/ <br />/// <br />y( TES_ zT TR &ET) \ <br />4131/ <br />OTT <br />WA'( <br />✓7:D Or RIGHT CA 4 <br />PFR 000K 27 0 EDS, PAGE 091, <br />,-w »-4— <br />TI:TH6 <br />/ —(— <br />�� -'H15 <br />14 <br />TMH8H - <br />» C •, » ._ C <br />H13 _J_ <br />T = s„ L <br />FES5 90e 7 <br />909 <br />903 5TA1H1 <br />T2 / \ <br />/ T1 <br />/ <br />// <br />/ i \ j/$ <br />Call 48 Hours before digging <br />GOPHER STATE ONE CALL <br />Twin Cities Area 454 -0002 <br />MN. Toll Free 1- 800 - 252 -1166 <br />77TH .. TRREET) \ <br />\ <br />2 • <br />h, <br />..a <br />BIf1DEGRADABLE' <br />ON CONTRO <br />F{ <br />S8 <br />81 H1 / <br />/ r/ <br />*MILS <br />82F ,584 —SFR <br />SF <br />758 <br />9 <br />rTARGET <br />.' / f <br />.0m <br />j <br />/05/00,// 9 / / <br />/ 6 <br />/( /6.69a Z <br />SILT FENCE (TYP.) <br />/0g0 <br />2 <br />CBMH23 <br />:s7 <br />/" •74 <br />La <br />I <br />tos <br />0825 <br />H <br />�-r <br />I1r <br />8 <br />-04 <br />—H <br />-I-- i- <br />\T --F- <br />-1 <br />58 <br />ro <br />— —4— <br />48� <br />r <br />46 <br />H5E <br />ROCK CONSTRUCTION <br />ENTRANCE <br />STORM SEWER DATA <br />` 9 908 <br />• REFERENCE NARRATIVE FOR CURRENT HYDROUC AND HYDROLOGIC DATA <br />MI GRADING AND EROSION CONTROL NOTES <br />• CONTRACTOR SHALL FIELD VERIFY 1148 LOCATIONS AND ELEVATIONS OF <br />EXISTING UTILITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING GUTTER <br />GRADES AT THE PROPOSED DRIVEWAYS, PRIOR TO START OF SITE GRADING. <br />THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY <br />DISCREPANCIES OR VARIATIONS FROM PLANS. <br />• CONTRACTOR IS TO CONTACT "GOPHER STATE ONE CALL" FOR UTIUIY <br />LOCATIONS - 454 - 0002 48 HOURS PRIOR TO EXCAVATION \CONSTRUCTION. <br />• REFER TO SITE PLAN FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS <br />AND LAYOUT. <br />- 5c� --9" FENC ' <br />j/ -1. <br />. jj- 1 t- 1 <br />• THE SITE GRADING OPERATIONS, WHEN COMPLETED SHALL RESULT IN ALL <br />AREAS BEING GRADED TO "PLAN SUBGRADE ELEVATION ". THIS "PLAN <br />SUBGRADE ELEVATION" SHALL BE DETERMINED BY CHECKING SLAB THICKNESS <br />ON THE ARCHITECTURAL PLANS. THE "PLAN SUBGRADE ELEVATION" IN <br />THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY <br />CHECKING THE PAVEMENT SECTION DETAILS, AND REFERRING TO PAVING <br />PLAN FOR LOCATION AND LIMITS OF VARIOUS PAVEMENT SECTIONS. <br />• INSTALL SILT SACKS IN ALL CATCH BASINS LOCATED WITHIN DISTURBED <br />AREAS UNLESS NOTED OTHERWISE. <br />• ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO <br />COMMENCEMENT OF GRADING OPERATIONS AND BE MAINTAINED UNTIL ALL <br />AREAS ALTERED ON THE SITE HAVE BEEN RESTORED. <br />• ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH CRUSHED <br />ROCK ACROSS FULL WIDTH FROM ENTRANCE POINT TO 50 FEET INTO <br />CONSTRUCTION ZONE. REFER TO DETAIL <br />• CONTRACTOR SHALL STRIP, STOCKPILE AND RE- SPREAD SUFFICIENT TOPSOIL <br />TO PROVIDE MINIMUM 4" DEPTH (COMPACTED) TO ALL AREAS DISTURBED, <br />TO BE SODDED OR SEEDED. <br />• CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED <br />0.04 FEET. ALL CATCH BASINS IN GUI ILK SHALL BE SUMPED 0.15 FEET. <br />RIM ELEVATIONS SHOWN REFLECT SUMPED ELEVATIONS. <br />• ALL ROOF DRAIN LOCATIONS TO BE VERIFIED WITH MECHANICAL. <br />• ALL SILT FENCE TO BE ORANGE IN COLOR. <br />• HEAVY DUTY FENCE TO BE INSTALLED ON SLOPES OF 3:1 OR STEEPER AND NEAR <br />AREAS WHERE MATERIAL IS TO BE STOCK PILED, UNLESS NOTED OTHERWISE. <br />= LEGEND <br />PROPOSED EXISTING <br />—�— <br />RIGHT -OF -WAY LINE <br />PROPERTY UNE <br />CURB UNE <br />CATCH BASIN/STORM <br />SEVER/MANHOLE <br />— I —I —I— WATER MAIN <br />MANHOLE /SANITARY SEWER <br />TOPOGRAPHICAL <br />CONTOUR UNE <br />UTILITY POLE <br />HYDRANT <br />GATE VALVE <br />501L BORING <br />SILT FENCE <br />HAY BALE <br />NORTH <br />0 <br />0 <br />4- <br />F <br />1- <br />m <br />z <br />4 <br />'S <br />0 <br />n as <br />b> 0/ zzQ i <br />j W K S U 6 <br />N O O D U O <br />A <br />vi 011 <br />a <br />oVITir <br />woec4 <br />F/D <br />QI. <br />a <br />a .a <br />