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NOTES: <br />mm <br />BITUMINOUS TRAIL <br />® CONCRETE PEDESTRIAN <br />THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY DUALITY LEVEL D. <br />RAMP <br />® ZEBRA CROSSWALK WHITE - EPDXY ®CONCRETE <br />- - _ _ _ <br />THIS DUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE <br />38-2. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF <br />© INSTALL SIGN TYPE C <br />- - - - - - - - - - - - - - - - - - <br />A <br />EXISTING SUBSURFACE UTILITY DATA." <br />i <br />q <br />®INSTALL SIGN TYPE D8 <br />THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE DRAWINGS ARE FOR$ <br />o <br />H <br />'g g <br />® INSTALL SIGN TYPE SPECIAL <br />COUNTY ROAD 10 <br />GENERAL INFORMATION ONLY. NEITHER THE CITY OR THE CONSULTING ENGINEER <br />D <br />L <br />WARRANT THIS INFORMATION TO BE ACCURATE OR COMPLETE. THE CONTRACTOR IN <br />8� <br />I' <br />COOPERATION WITH THE APPROPRIATE PRIVATE UTILITY COMPANY IS RESPONSIBLE TO <br />pN9 <br />eta \` <br />VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES. <br />o� <br />- - - - - - - - - - - - - - - - - - - <br />- - - - - - - - - <br />- - - - - - - - - <br />_ <br />VOW <br />CONNECT TO <br />Lx <br />CONSTRUCTION <br />MATCH TO EXISTING 15" CMP <br />CH EXISTING <br />CONSTRUCTION-MATCH TO <br />'3afiBB <br />N <br />MATCH TO <br />_ LIMIT <br />�_ <br />EXISTING CONSTRUCTION <br />DRIVEWAY LIMIT Z <br />DRIVEWAY <br />C O <br />EXISTING 15" C P� �1' <br />LIMIT EXISTING <br />DRIVEWAY <br />€o,W <br />_ _ _�1' <br />EXISTING �i / -7 _ _ _ <br />SIDEWALK �© <br />_ ___ _ ____� <br />--- <br />4CY TWE II \ / rte© <br />- - - _= z� <br />i 14'-15" HDPE <br />_ __ _ __ _ - - - - - - - - - - - - - - - <br />F J€ <br />/-_- <br />RANDOM RIPRAP � / <br />/ <br />y _ (/� <br />1 APRON <br />�� ■ <br />C o C C <br />i <br />C 281 SSS-1 z SSG70 <br />5-t <br />r <br />m <br />( r C XD r C C r C <br />833 <br />i <br />APRPVCON S-100 )) o <br />G-D <br />flD <br />a <br />z <br />D <br />In <br />OH -��- <br />OHP:J--OHP-L---OHP <br />Epp- <br />OH <br />OUP <br />SHPT <br />�m <br />-S_i_0___�_ _� <br />24'-8" PVC <br />1 APRON_ <br />I I _ <br />_v -_� <br />T <br />- - - - - - � <br />_ <br />O III <br />/n\ ROW-- <br />! <br />---- --1 _-� - --__ <br />\\ I <br />I r <br />\CONSTRUCTION ROW- <br />\ u nrr <br />/�� <br />\ p <br />\ <br />J I <br />/ <br />y aRp <br />CONSTRUCTION <br />\� <br />I <br />t h m <br />- W I I I <br />BEGIN // \ <br />CONSTRUCTJpN <br />LIMIT ) <br />\ I <br />( <br />\ / <br />O m ^ ° 5 <br />\ <br />100+00 \ <br />- <br />I <br />I <br />b <br />-------- ------< <br />nm,„em <br />\ <br />I II <br />tnryma@ <br />LOf <br />d <br />- -- <br />III I <br />\\ <br />I <br />2720 <br />a <br />g <br />Ijl I 2732 <br />�I II I <br />I <br />I <br />2704 <br />vvvae <br />III <br />- <br />V <br />C N T1 1n � <br />masQ� <br />v I25 <br />50 <br />I <br />v <br />I <br />S.I. in feel <br />I I v <br /><� <br />cNi� <br />m� <br />d <br />N <br />rc <br />O <br />m <br />m <br />w <br />O <br />w <br />m <br />w <br />O <br />0 <br />0 <br />0 <br />935 <br />935 <br />0 <br />HP E <br />LEV = 91 <br />.07 <br />.-- <br />HP Sl <br />A = 100+ <br />11.74 <br />ELEV a <br />911.80 <br />HP EAE <br />= 912.50 <br />qi <br />930 <br />PNS <br />= 100+ <br />5.94 <br />PVISTA= <br />= <br />HP STA <br />102+28.2 <br />LP ELEV <br />911.11 <br />HP <br />ELEV = 9 <br />1.46 <br />930 <br />Z <br />P <br />ELEV = <br />13.19 p <br />STA = 1)1+70.74 <br />PVI STA <br />102+26. <br />P STA = <br />03+30.18 <br />HP <br />TA = 103 <br />81.63 <br />2 <br />A.. <br />_ -3.6 <br />A.D. _ _ <br />.72 <br />VI ELEV <br />911.55 <br />PVI ELE <br />= 912.69 <br />N STA = <br />03+23.7 <br />PVI <br />TA = 103 <br />89.25 <br />LP <br />LEV <br />= 90 <br />.77 <br />HP ELEV <br />= 909.19 <br />N <br />= 10.93 <br />K = 23.3 <br />A.D. _ <br />A.D. <br />-3.75 <br />PA ELEV <br />910.99 <br />PVI <br />ELEV = 9 <br />1.58 <br />LP S <br />A = <br />105 <br />21.25 <br />P STA = <br />105+82.6 <br />�j Z <br />925 <br />1 <br />I <br />K = 797 <br />.02 <br />K = <br />10.67 <br />A.D. <br />2.65 <br />.D. _ -2. <br />o <br />PVI S <br />A = <br />105 <br />12.68 <br />VI STA = <br />105+75.8 <br />9.25 <br />T W 0 <br />LU0 <br />40.00' <br />VC <br />40. <br />0' VC <br />__ <br />10.11 <br />K _ <br />I <br />.D. = 3.5 <br />A.D. <br />_ <br />-1.49 <br />0- <br />>Wa40.0 <br />' VC <br />40.00V <br />K= <br />11.43 <br />K= <br />26.85 <br />() z <br />rm <br />+ <br />IQi <br />mn <br />'�?c <br />m <br />n <br />N o <br />I40.00 <br />I <br />1 <br />I <br />(n920'm <br />.^- <br />c <br />o"!`� <br />VC <br />40.01 <br />VC <br />920 <br />I Z <br />u <br />b <br />m <br />+ <br />m <br />N <br />m <br />No <br />+ <br />+ <br />c+ <br />O1 <br />e <br />m <br />roZ <br />J> <br />*86 <br />N <br />w2 <br />O <br />2 <br />m <br />M <br />a <br />I <br />Cl <br />t2 <br />mm <br />w <br />Oi <br />j.. <br />w <br />m <br />w <br />Gi <br />v <br />Ji <br />PRO <br />OSED <br />w <br />o <br />o I. <br />+ <br />C6 <br />n <br />� <br />ml,915 <br />O Q Z <br />m <br />> <br />wmj <br />c� <br />v <br />m <br />) <br />GRA <br />E <br />.. <br />N <br />N <br />a <br />m <br />n <br />m <br />m <br />'^ <br />915~ <br />o <br />m <br />w <br />w <br />m <br />w <br />5 <br />f <br />v <br />W_ <br />v <br />0 0 <br />-1. <br />R <br />m <br />U <br />U <br />m <br />m <br />�L <br />.90% <br />- <br />m <br />> <br />w <br />w <br />0 z <br />910 <br />__-- <br />-- <br />/ <br />\ <br />-.so <br />w <br />910 <br />Qo 0 <br />\ - <br />1.00 <br />O U <br />\ <br />EXISTING <br />2-5 H- <br />905 <br />GROUND <br />905 <br />Z <br />EXI <br />TNG <br />0 <br />GR <br />ND <br />U <br />900 <br />900 <br />av <br />�o <br />na' <br />m�' <br />m'^ <br />aN <br />as <br />NN <br />nM <br />mm <br />mm <br />mo <br />17M <br />O)m <br />ay <br />17 <br />" <br />m <br />Om <br />O <br />.6;t <br />mOmm <br />m001 <br />mOml <br />m <br />0508118 cVLEwy <br />100+00 <br />101+00 <br />102+00 103+00 <br />104+00 <br />105+00 <br />106+00 107 <br />8 OFu44 <br />