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NOTES: <br />Im BITUMINOUS TRAIL <br />_ <br />® CONCRETE PEDESTRIAN RAMP <br />THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. <br />n <br />® ZEBRA CROSSWALK WHITE <br />_ <br />®CONCRETE — <br />` <br />THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE <br />"STANDARD <br />-EPDXY <br />© INSTALL SIGN TYPE C <br />/ — — <br />F — — — — — <br />— — — L <br />38-2, ENTITLED GUIDELINES FOR THE COLLECTION AND DEPICTION OF <br />EXISTING SUBSURFACE UTILITY DATA." <br />B <br />q <br />®INSTALL SIGN TYPE D <br />/ <br />COUNTY ZOAD 10 <br />f <br />THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE DRAWINGS ARE FOR <br />o <br />'g g 9 <br />® INSTALL SIGN TYPE SPECIAL <br />GENERAL INFORMATION ONLY. NEITHER THE CITY OR THE CONSULTING ENGINEER <br />r <br />— — — — — — — <br />WARRANT THIS INFORMATION TO BE ACCURATE OR COMPLETE. THE CONTRACTOR IN <br />o <br />.06 <br />` <br />o <br />F <br />COOPERATION WITH THE APPROPRIATE PRIVATE UTILITY COMPANY IS RESPONSIBLE TO <br />=---------------- <br />---------------- <br />_ — <br />VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES. <br />o� <br />EXPOSE PIPE AND VERIFY INVERT <br />CONNECT TO EXISTING <br />ER <br />5Uo <br />CONSTRUCTION 15"-22.5' ELBOW <br />LIMIT = <br />CONNECT TO <br />15' CMP <br />EXISTIAG- <br />40'-15" HDPE <br />FC MNT TRUCTIONg <br />Y <br />�. MATCH EXISTING ,meq <br />1 APRON <br />Z <br />CONSTRUCTION <br />F LIMIT <br />: <br />— ------ —_ _ _ --_ <br />-- _ — _--- ® <br />---- <br />ROADWAY -- _ __ <br />m ® <br />--- __ <br />____ <br />C <br />_ _ _ _ _ _ _ _ <br />__ _ —__ <br />---v '7 <br />------ <br />—o <br />-i-----�-- <br />L\__ <br />—_ _ _---- _— �—� _-------- <br />,� <br />SS -117 <br />J€ <br />' <br />L <br />55-115 0618 C&G TRANS. ®1 <br />Emmm <br />\ <br />1"V <br />o <br />g6g <br />Nfr�� � <br />Fa <br />ND PED MP <br />I <br />11 <br />2 <br />T T T <br />T T lA —� T <br />I <br />j T T <br />T <br />T T <br />— <br />s'e= <br />DI d I OHP <br />OHP <br />OHP - -- DHP <br />DHP HP <br />DHP OHP OHP OHP OHP <br />3 <br />— — — — 40'-15' HDPE --� <br />--4-APRON <br />IIOFI5TRT1a(TfON— — — — — — — - I 8618 C&G TRANSITION <br />LIMIT 4CY TYPE II ROW <br />RANDOM RIPRAP <br />I I II AND PED RAMP <br />Q <br />ROW <br />CONSTRUCTION <br />LIMIT <br />MATCH TQQ <br />EXISTIN¢ <br />N \ <br />ROW CONSTRUCTION <br />LIMIT <br />�0 <br />�--R-� <br />1 <br />I I II <br />DRIVE% Y <br />0 <br />u <br />F- <br />II II, <br />,-� <br />,, ------ <br />---------------t��� <br />�� <br />�\ <br />SII <br />\•�—�// <br />�� j \11 <br />��T <br />�� <br />III <br />,——�''' <br />md;��s <br />_ <br />I <br />II <br />am <br />OU I I <br />2651 <br />1 <br />� <br />vvv'o <br />o zs <br />so I It J <br />_' <br />2640 <br />c ma m a <br />Scale in fee® <br />\ I <br />11 <br />2544 <br />II <br />N <br />p <br />V <br />> <br />935 <br />= <br />z <br />m <br />935 <br />U <br />0 <br />� <br />930 <br />930 <br />Z rn <br />LP <br />LEV = 90).96 <br />PVI STi <br />119+8 <br />i.05 <br />LP S <br />A = 117+53.95 <br />P <br />a STA = <br />18+71.16 <br />PVI El <br />EV = 912. <br />Z3 <br />z <br />Sr <br />PVI SA=117 <br />62.62 <br />N ELEV <br />. <br />91156 <br />A. <br />=0.83 <br />Z _ <br />925 <br />PVI STA <br />114+01.26PVI <br />ST <br />= 114+8 <br />.85 <br />PVI <br />= 9C9.87 <br />A.D. = <br />0.97 <br />K <br />= 47.91 <br />925 <br />� <br />PVI ELEV <br />= 908.49 <br />A <br />18.3 <br />I <br />I <br />4 <br />.00' VC <br />I <br />y�f <br />> <br />aoZ¢ <br />-0.40 <br />101.17 <br />K=27.86 <br />.= <br />.44 <br />m <br />40.00' <br />VC <br />WA.D. <br />40.00' VC <br />0U <br />92 <br />NK <br />(n920 <br />O <br />_ <br />m> <br />1p <br />^II m <br />CI m <br />CI <br />+ <br />m <br />Z -in 5a <br />mm <br />ci <br />m <br />+ <br />W <br />w <br />_ <br />cd <br />av <br />+ <br />> <br />m <br />Li <br />RADE <br />im <br />w <br />Z <br />H- o <br />915 <br />+ <br />oOSED <br />FRO <br />P <br />u <br />m <br />915 <br />w <br />m <br />4 <br />ORADE <br />N <br />910 <br />58% <br />9% <br />d <br />-0 <br />2% <br />'S% <br />OO <br />910 <br />OU <br />— — <br />-- <br />--� <br />Of <br />---- <br />—0.10% <br />EXISTIN <br />V Z <br />905 <br />GROUND <br />905 <br />GROUND <br />0 <br />O <br />U <br />900 <br />900 <br />m� <br />d <br />Nd <br />N <br />dN <br />O! <br />em <br />N <br />Nn <br />N <br />Vlb <br />m <br />NO <br />N <br />NO <br />W <br />d� <br />mm <br />nm <br />NO <br />d <br />on) <br />pW <br />00 <br />m <br />00 <br />00 <br />00 <br />pW <br />O_O'N_N <br />N_H <br />Vl <br />�rj <br />m <br />00 <br />m001 <br />mOOi <br />0Of <br />mm <br />m0, <br />mm <br />mT <br />m0, <br />m01 <br />mm <br />00+ <br />NN <br />TOI <br />N <br />8506118 cpl.tl�q <br />114+00 <br />115+00 <br />116+00 <br />117+00 <br />118+00 <br />119+00 <br />120+00 121 <br />10 OF 44 <br />