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235 <br />225 <br />215 <br />NORTH <br />SCALE. -I"=40' <br />r <br />1 N <br />lu <br />ZW <br />W <br />J <br />V <br />r <br />Q <br />11+00 <br />J <br />J <br />O <br />O <br />z <br />< <br />J N <br />off <br />O <br />0 O m <br />O <br />��L <br />a <br /><15> <br />N <br />CNI <br />w <br />lm <br />-j <br />M <br /><16> <br />\I <br />+W <br />mOU <br />Llf <br />1.89' <br />+30 <br />wa <br />oo <br />0 I <br />0.50' <br />i <br />O <br />U <br />N <br />I <br />n <br />± <br />12 <br />5OLF — 8"SS ® S=0.0100 <br />12+00 <br />O <br />M <br />40 F — 8"SS ® S=0.0100 <br />��0' PUE (TYP.) <br />3 3 <br />Lo0 <br />N in 00 <br />00N M <br />_ _o <br />OO + <br />N M� <br />o-- <br />U <br />I <br />U <br />J <br />CL <br />amtl <br />F <br />m <br />w <br />M <br />O <br />9 <br />M <br />J N <br />00 <br />OF- <br />+v)� <br />II <br />��L <br />a <br /><15> <br />223.49 <br />w <br />0 <br />0.50' <br /><16> <br />226.69 <br />M <br />N <br />II <br />m <br />1.89' <br />N <br />U ; <br />O <br />0.50' <br />i <br />CO <br />(N <br />N <br />I <br />n <br />II <br />\ U <br />~ <br />0 <br />U <br />as <br />n <br />O <br />+ <br />+ <br />N <br />0 I <br />3 f <br />VERT1Nt s4 <br />E <br />J <br />a <br />C <br />Q <br />U " <br />rj+U <br />W <br />3 3 <br />Lo0 <br />N in 00 <br />00N M <br />_ _o <br />OO + <br />N M� <br />o-- <br />U <br />I <br />U <br />J <br />CL <br />amtl <br />F <br />m <br />w <br />M <br />O <br />L I <br />M <br />J N <br />+ i <br />M- <br />OF- <br />+v)� <br />II <br />��L <br />2.66' <br /><15> <br />223.49 <br />12+00 13+00 <br />J 3 <br />� N 0 <br />o to co LQ <br />U) C14 N <br />O II r%)N <br />+ O N <br />O � <br />�t + <br />3 <br />0 <br />LOa <br />0 'S <br />rn oin <br />O <br />M �+ <br />,v <br />O <br />O <br />O <br />O <br />1 <br />N <br />U) <br />00 <br />I <br />w <br />J <br />ep <br />1 <br />zA <br />11 <br />2+04.70(BUL6) 12' WATER MAIN <br />k\LF\\�8"SS ® S=0.0100 <br />\\X10' WATER EASEMENT <br />10 <br />0+00 <br />1+00 <br />NOTE: <br />THE CONTRACTOR SHALL NOTIFY <br />THE UNDERGROUND SERVICE ALERT <br />AT 800-642-2444 48 HOURS <br />PRIOR TO ANY EXCAVATION. <br />CROSSING TABLE <br />CROSSING <br />SD <br />SS <br />WATER <br />CLEARANCE <br /><14> <br />223.99 <br />220.47 <br />QJ <br />2.66' <br /><15> <br />223.49 <br />w <br />225.73 <br />0.50' <br /><16> <br />226.69 <br />223.90 <br />V)cc <br />1.89' <br /><17> <br />226.42 <br />229.20 <br />0.50' <br />NOTE: <br />1. SEE SHEET 4 (MASTER UTILITY PLAN) <br />FOR LINE/CURVE DATA ON SD, SS, <br />W, FOC AND CENTER LINE. <br />2. SEE SHEET 11 FOR STORM DRAIN <br />STREET CROSSING AND CURB RETURN <br />UNWINDS. <br />3. SEE SHEET 4 FOR CONTINUATION <br />OF WATER MAIN. <br />4. 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