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0' <br />1:///777,1Zj <br />I <br />ROC% cortsnicnal <br />UMRIITVG ACCESS TO 77TH STREET <br />(LIGHT VEHICLES ONLY) <br />7-? <br />aib, •EST) ■ <br />- 410132iiimay <br />914 —91 • .510Pramw;•-iima.. <br />' <br />ri"•■--,o° W <br />.,.• <br />1-7777-01 1/ l; <br />5'''',14, <br />• Al <br />Call 48 Hours before digging <br />GOPHER STATE ONE CALL <br />Twin Cities Area 454-0002 <br />MN. Ton Free 1-800-252-1166 <br />459006 9,0 606 0610 L6 910147 CE WAY <br />PER COW 09 CE 0FED5 "ACE 491, <br />1!1 <br />Ir.../MMUICAL 1111A <br />in! 77TH <br />1-- <br />2 <br />AN4k, <br />Mt\ <br />'!1q 4 <br />0 <br />0 <br />3 <br />8 <br />4- <br />a <br />0 <br />a <br />o. <br />III lh <br />9E1E0* <br />4404 kIti.v4w. <br />1116.■1111, <br />IngaS. <br />• lit I I I I <br />• • •■•• <br />!g/ <br />4.54 0.11. re" <br />k <br />NEI <br />Min <br />--SOO <br />ROCK CONSTRUCTION <br />ENTRANCE <br />/ <br />CITY PROJECT (EN OTHERS) <br />...STORM SEWER DATA <br />■■■■■■ <br />EljD-OF 511:71,ROJE, <br />• REFERENCE SHEET 6/16 FOR CURRENT STORM SEWER DATA <br />nil GRADING AND EROSION CONTROL NOTES <br />5• <br />354\1 <br />\\P' <br />A <br />LEGEND <br />• CONTRACTOR SHALL FIELD VERIFY THE 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 DIE ENGINEER OF ANY <br />DISCREPANCIES OR VARIATIONS FROM PLANS. <br />• CONTRACTOR IS TO CONTACT -GOPHER STATE ONE CALL FOR UTILITY <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 />• 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 DIE ARCHITECTURAL PLANS. THE 'PLAN SUBGRADE ELEVATION' IN <br />THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY <br />CHECKING THE PAVEMENT SECTION DETA/LS, AND REFERRING TO PAVING <br />PLAN FOR LOCATION AND UNITS OF VARIOUS PAVEMENT SECTIONS. <br />• INSTALL SILT SACKS IN ALL CATCH BASINS LOCATED WITHIN DISTURBED <br />AREAS UNLESS NOTED OTHERWISE. <br />• ALL EROSION CONTROL MEASURE'S MUST BE INSTALLED PRIOR TO <br />COMMENCEMENT OF GRADING OPERATIONS AND BE MAINTAINED UNTIL ALL <br />AREAS ALTERED ON THE SRE 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 CIR SEEDED. <br />• CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED <br />0.04 FEET. ALL CATCH BASINS IN GUTTER SHALL BE SUMPED 0.15 FEET. <br />RIM ELEVATIONS SHOWN REFLECT SUMPED EIEVATIONS. <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 MATER/AL IS TO BE STOCK PILED. UNLESS NOTED OTHERWISE. <br />\le <br />EXCELSIOR FIBER <br />BLANKET (TYP.) <br />00. <br />PROPOSED 5XISPj4 <br />0 <br />T.D. <br />o.o <br />RICHT-Cr-WAY UNE <br />PROPERTY UNE <br />CURB UNE <br />CATCH BASH/STOW <br />SERER/MANHOLE <br />MATER HAM <br />MANHOLE/SANITARY ZVER <br />TOPOGRAPHICAL <br />00910,8 0916 <br />URUTY POLE <br />HYDRANT <br />GATE VALVE <br />5(0 160480 <br />SLT FENCE <br />HAY BALE <br />16 <br />RECEIVED <br />JUL 3 1 2001 <br />CITY OF LINO LAKES <br />PROPOSED SPOT ELEVATIONS <br />ARSEcogRAPPovi ARROWS <br />ROCK CONSTRUCTION E411RANCE <br />OROP CURS SECTION <br />NORTH <br />sr <br />50400 04 0101 <br />° <br />NOT FOR CONSTRUCTION <br />