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Toll Free 1 -800- 252 -1166 <br />77TH] TREET) <br />s� <br />A <br />EXIST: MC <br />PUG <br />\D� <br />r +� END <br />(U.S. PROPOSED EXISTING ,.. <br />NII1T -•Of -WAY UNE <br />i PROPERTY UNE <br />DAN= CURB UNE <br />SE M1144 5 <br />- 1 -1 -1- (ATD't MAN <br />O. • YAHHOrEJ5007TARY SERER <br />ROCK CONSTRucTION <br />ENTRANCE <br />1! STORM SEWER DMA <br />907 <br />®® ® ®® <br />• ri[ 7iI CAT i[ i. f•C,�" i'CCa <br />{ .71.0 =1 .1r.. n.1WTOIAAl11L>j Sa <br />• r4( 1. nai: .. . 1fir i <br />f�af =i� 111.-. a .-emir' ij <br />r1•i� X' 1r • lr AF IT 1A - =a <br />1i:�r'>•i ral74141 .Sr1D�T1 L..i <br />17ft r Ear Lr .. ][ VALATFAMI <br />` - <br />',Amer >.1 ]P'TIC- .fir - t -Al <br />r%irlir .1711 .1 11 X 1CLZ l i <br />'r ai .x 31'� 11 1RID'L al <br />n ri 7n' T7raT It FACE ..AI <br />fr_I•r_a� for_• <br />.. r: , ■1• •fi AI[1. 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JI r •1 AIr, .7 l •• <br />1'�AIAI i u 7r"•"af <br />1[1.1 AIAI1 .E••[ 511 TWAT ?• a <br />LIMINFTI■1 Tel <br />a•N■C -r•1 •S • — •.l D •OI <br />11,MNIrrl1 =xx.( 'Slit' 4A c:,7'• =a <br />r1�rAIr.C.-tarL`T' v =a <br />^.l {.:x �AI• l i <br />Plaanraa[ �. <br />Raiff, .. <br />•I: I �) l <br />11••r —r " <br />1�r)amr_ A <br />aor�t L'lr <br />La•1fr>[ <br />.,a <br />l•FANNI1 .lR <br />iCAI/fr1 7 1r <br />rAINIF=VVIT .PT". <br />Au C> A SIMI TO lr Su r4 <br />MI GRADING AND EROSION CONTROL NOTES <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 STMT 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 UTIUTY <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 />d• <br />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" 114 <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 WATTS OF VARIOUS PAVEMENT SECTIONS. <br />• INSTALL SILT SACKS IN ALL CATCH BASINS LOCATED WORM DISTURBED <br />AREAS UNLESS NOTED OTHERWISE <br />• ALL EROSION CONTROL MEASURES MUST 8E INSTALLED m PRIOR TO <br />COMMENCEMENT OF GRADING OPERATIONS AND BE MNNTNNED UNTIL ALL <br />AREAS ALTERED ON THE SITE HAVE BEEN RESTORED. <br />• ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED 87114 CRUSHED <br />ROCK ACROSS FULL WIDTH FROM ENTRANCE PONT 10 50 FEET INTO <br />CONSTRUCTION ZONE. REFER TO DETNL <br />• CONTRACTOR SHALL STRIP, STOCKPILE AND RE- SPREAD SUFFICIENT TOPSOIL <br />TO PROVIDE MINNAUM 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 GUTTER 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 SlLLYER AND NEAR <br />AREAS WHERE MATERIAL IS TO BE STOCK PILED, UNLESS NOTED OTHERWISE. <br />MPOGRAPHCAL <br />CONTOUR UNE <br />1.110111 POLE <br />HAWAII <br />GATE VALVE <br />5GE. 800845 <br />MT FENCE <br />4405 BALE <br />NORTH <br />120 180 <br />FEET <br />11 <br />z <br />m <br />y 1 <br />• <br />