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NOTES: BITUMINOUS TRAIL <br />® CONCRETE PEDESTRIAN RAMP <br />m <br />® ZEBRA CROSSWALK WHITE -EPDXY <br />® CONCRETE <br />\ \ <br />��---------------------------------------- <br />_ <br />J <br />R <br />©INSTALL SIGN TYPE C <br />® INSTALL SIGN TYPE D <br />LL <br />r ' , <br />7 <br />COUNTY ROAD 10 <br />; <br />3 <br />® INSTALL SIGN TYPE SPECIAL <br />- - - \ (�� <br />=Fo <br />a�%IyYSlJ <br />MAT G EXISTING � <br />MATCH EXISTING <br />PAVEMENT <br />X33` <br />s = <br />>5&o <br />Y <br />uMNT TRUCTI N <br />SIDE WA LI\C <br />------------- <br />-- <br />END <br />CONSTRUCTION <br />134+01 <br />€�a <br />is u <br />Q <br />G -D T <br />G--%G=B--7- G-IIf C�- <br />DHP OHP OHP P OH \ \ P �_ <br />G�9 ROW \ \ \ <br />\\ <br />Hp 1 HP DHP <br />\ <br />� <br />OHP OHP OHP 0HP OHP <br />ROW <br />--- - - - - - - - - - - - - <br />o <br />/ <br />CONSTRUCTION \ \ <br />LIMIT T \ \ \ <br />♦ <br />---- <br />------ <br />----------------- --- <br />a <br />Q \\\ <br />MATCH EXISTING I <br />TRAIL I <br />O <br />X g ti u <br />x <br />III t; <br />\90 \ \ c\ <br />THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. <br />\ <br />\ <br />THIS QUAUTY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE <br />"STANDARD <br />0 2550 <br />® <br />\\\ \ <br />\ <br />\ <br />38-2, ENTITLED GUIDELINES FOR THE COLLECTION AND DEPICTION OF <br />EXISTING SUBSURFACE UTILITY DATA.' <br />v y N p a @ <br />Scala h feet <br />THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE DRAWINGS ARE FOR <br />CE <br />GENERAL INFORMATION ONLY. NEITHER THE CITY OR THE CONSULTING ENGINEER <br />1111 <br />2559 <br />\ \ \ <br />\ <br />WARRANT THIS INFORMATION TO BE ACCURATE OR COMPLETE. THE CONTRACTOR IN <br />COOPERATION WITH THE APPROPRIATE PRIVATE UTILITY COMPANY IS RESPONSIBLE <br />r <br />\ \ TO <br />VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES. <br />ezw <br />00 <br />wsy <br />�� <br />935 <br />M <br />935 <br />HP EL <br />V=915.4 <br />0 <br />� <br />LP ELEV <br />STA = <br />912.50 <br />128+60.4 <br />PVI ST <br />= 129+35.37PM <br />HP STA <br />PVI STA <br />= 130+5E.97 <br />= 130+8:.15 <br />LP <br />ELEV = 9 <br />2.27 <br />P ELEV - <br />912.48 <br />q3 <br />930 <br />ATA <br />128 1 75 <br />PVI F <br />EV __ 914 <br />50 <br />PN EL <br />V - 915.4 <br />LP STA <br />= 132 <br />68.44 HF <br />STA <br />- 1 Z <br />3+03.60 <br />930 <br />Z 03 <br />PVI ELEV <br />= 912.40 <br />A. <br />_ -2.97 <br />K <br />= - 'Uv <br />= 26.73 <br />PVI <br />TA = 132+72.36 <br />PV <br />STA = 1 <br />3+12.89 <br />V) <br />A.D. <br />4.17 <br />K <br />= 13.45 <br />PV <br />ELEV = <br />12.17 F <br />A ELEV <br />= <br />912.66 <br />PVI STA <br />= 133+8040 <br />w <br />925 <br />K = <br />9.59 <br />I <br />.00' VC <br />I <br />8 <br />.OD' VC <br />m <br />A. 2.1 <br />K = 19.9 <br />A.D.= <br />K <br />= 8. <br />4.48 <br />3 <br />PN El <br />A.D <br />V=910. <br />= 0.67 <br />925 <br />Z <br />LL'� 'o <br />40.0 <br />VC <br />n <br />'� <br />m <br />i0 <br />y <br />,H <br />r <br />d <br />o <br />m <br />.i <br />w <br />0° <br />a "' <br />40.00 <br />VC <br />1 <br />40.00' VC <br />I <br />K <br />59.95 <br />(.D <br />; W 0. <br />m <br />o <br />m <br />^ <br />+"s <br />m <br />00' VC <br />o+ z <br />920 <br />- <br />ROPOSED <br />M <br />M <br />II <br />m <br />MnM <br />_ <br />O <br />d <br />920Q <br />a <br />Z <br />m <br />^ <br />U <br />to <br />m <br />W <br />II <br />1>� <br />) II II <br />N^ <br />NOI <br />MWM <br />N <br />+ <br />m <br />e <br />g <br />ji <br />W <br />U <br />7 <br />U <br />1 <br />m <br />w <br />m <br />J <br />w <br />F <br />F <br />m <br />W <br />6� <br />~a <br />W a <br />^IJ <br />M <br />w <br />M+1 <br />MLii <br />OI <br />O <br />m <br />�Qa <br />LC <br />9�5 <br />m <br />w <br />m <br />5 <br />S <br />5: <br />S M <br />NO <br />m� <br />N.. <br />> <br />U <br />0 <br />M <br />m <br />Z <br />O H O <br />a <br />>m <br />>w <br />915 <br />0.45% <br />- 7 <br />a <br />a <br />w <br />m <br />0 <br />-- <br />--- <br />- <br />-3.2 <br />% <br />w <br />91O <br />910 <br />a0 U <br />It <br />XISTING <br />ROUND <br />EXISTING <br />GROUND <br />o <br />(� Z <br />905 <br />905 <br />0 <br />U <br />900 <br />900 <br />u^m?m^m <br />M <br />m0m <br />d <br />MOm <br />O0 <br />m <br />'N <br />01 <br />M <br />N <br />O <br />N <br />� <br />riO <br />dd <br />anNNd <br />d^d^ <br />.MmM <br />N <br />m <br />C} <br />:2 <br />m< <br />0 <br />-0 <br />m <br />dT <br />e <br />mm <br />cj <br />m <br />No <br />I <br />4xw511e_co1.e.q <br />128+00 <br />129+00 <br />130+00 131+00 <br />132+00 <br />133+00 <br />134+00 <br />12 OF 44 <br />