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RE OVE EXISTING WREI, <br />GU TER AND SIDEW LK <br />T NEAREST JOINT (MATC - <br />E STING AND BEGIN <br />C NSTRUCTIO EW _ <br />C NCRtTE CU tB, GUTTER <br />AID SIDEWAL WITH A <br />Cl AN !JOINT. <br />EX. 12"IW TUI I <br />E) POSE & IVEIIFY <br />REMOVE Ek. DIKE <br />E 1 B <br />EXPOSE & VERIFY <br />COLD PLANE AT <br />CONFORM NEW <br />TO EXISTING. <br />.10', <br />PAVEMENT <br />JM <br />4 <br />W <br />CLEARANCE <br />O <br />pJ <br />p <br />O� <br />190.05 <br />REM EXIS <br />G CURB, <br />O <br />GUTTER AND <br />IDEWALK <br />J pQ <br />TO NEAREST J <br />INT (MATC <br />- <br />EXISTIt G), AND <br />BEGIN <br />f <br />CONSTRUCTION1- <br />OF NEW <br />R 00 <br />C14' <br />CONCRETE GUKH <br />TTER <br />N <br />AND S14WALK <br />WI A <br />I o NOTE: FROM <br />CLEAN JOINT. <br />co <br />COQ <br />U <br />ON THE SOU <br />cn <br />0 <br />A <br />OVax0M <br />210 <br />200 <br />190 <br />0 <br />0 <br />n <br />6' WATER --'o <br />METER & VAUL <br />-4- F- <br />2"SD <br />�i� iii .� • ::w <br />18"SD ® S=0.0010 <br />iN <br />CONCRETE DITCH <br />5+90.88 0.00'R <br />INSTALL MONUMENT <br />RIM=211.4 <br />6+18.88/32.00'L <br />CR - TC=211.92 <br />6+26.13/57.00'L <br />FIy3 - GR=212.5 <br />6+26.13/33.25'L <br />CB#6 - TC=212.35 <br />6+37/38.00'L <br />FIRE HYDRANT <br />TC= 212.47 <br />17 <br />NORTH <br />SCALE. -l"=40' <br />METER PIT <br />59 I <br />4.20 <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 />JM <br />4 <br />W <br />CLEARANCE <br />O <br />pJ <br />p <br />O� <br />190.05 <br />mcr <br />7.84' <br />O <br />1 C14 <br />M <br />N <br />J pQ <br />�pZ010 <br />N <br />N <br />'� <br />BACKFLOW <br />f <br />W�Wn <br />N d <br />OO0JO <br />c6 <br />R 00 <br />C14' <br />N <br />N <br />N <br />208.36 <br />I <br />I o NOTE: FROM <br />TA. 4+98.88 TO STA. 6+82.88 <br />co <br />COQ <br />U <br />ON THE SOU <br />cn <br />0 <br />OVax0M <br />PE VARIES BETWEEN 1% AND 2r« <br />0 Lo <br />00a0m <br />< <br />U <br />M <br />cot0 <br />N <br />N <br />V Q U <br />~U¢z <br />�WN <br />ol- <br />M0) <br />M� <br />0 <br />II <br />I �� <br />+�� <br />I <br />M <br />I <br />31:oxo <br />�wN <br />�� <br />it)+ <br />+�ai��' <br />+� <br />`n <br />3 <br />in <br />+�ch <br />I <br />D <br />�L� D <br />D <br />OUO=' <br />^U <br />+m <br />19 <br />N <br />MWF <br />O� <br />D V <br />U U ui <br />. <br />U <br />00 <br />TIE INTO EX. WATER LINE <br />0 <br />0 <br />0 <br />+ <br />m <br />5' PRIVATE WATER <br />& REMOVE ANY EX. WATER <br />0010 <br />o <br />n <br />In <br />LINE EASEMENT EX. 12" PRIVATE <br />R® <br />LINE BEYOND THIS POINT. <br />N <br />+ <br />+ <br />10' PUE WATER LINE <br />N <br />M <br />62LF 8"SS ® S=0.0100 <br />14"W <br />B" BACKFLOW PREVENTER <br />3 <br />4+00 <br />N <br />04 <br />5400 <br />1+00< <br />2+00 <br />!VlW <br />12"SS <br />12"SS <br />SAWCUT <br />CLEAN BUTT <br />N <br />5' <br />JOINT AT <br />EX. EDGE <br />54LF <br />8"SS ® S=0.0100 n <br />a <br />OF <br />PAVEMENT. <br />52LF 8"SS ®S=0.0100 <br />4' <br />ly <br />24LF 18"SD ® S=0.0100 <br />CR1 <br />3 <br />3 <br />N <br />0 <br />3 <br />4+98.88 32.00'R / <br />j <br />In <br />00 <br />co <br />ao ;n <br />U- <br />CR - TC=210.33 R <br />z <br />ci <br />o <br />0 <br />o N <br />m <br />5+57.63/33.25'R / <br />o <br />F <br />O1 <br />o Lo <br />K) <br />^� <br />SDMH2 -RIM=211.6 <br />z <br />0 <br />+ <br />+ <br />+ + <br />+ <br />ADJUST MH TO FINISHED GRADE <br />O <br />00 <br />N <br />n <br />n M <br />n <br />+ <br />6+82.88/32.00'R <br />J <br />o3 <br />0 <br />`" <br />CR - TC=212.97 <br />-t w n <br />0_ rn <br />J <br />0: <br />o6 <br />6+82.88/0.00'R <br />zwz <br />o a 3 m I <br />0 0 00 � <br />� <br />�' <br />cr N <br />0 <br />`� <br />END 92'R CROWN <br />04 0_ m <br />0' <br />II 0v 04 <br />p II <br />N� <br />0 <br />CROWN ELEV=213.20 <br />II UQ� <br />n n II <br />M <br />ox <br />F- x <br />0 U O N <br />0 <br />n i <br />i U <br />I <br />1-� <br />L I z Q U <br />+of Ox ' <br />n l rn <br />1 I <br />+� <br />M I <br />N q k <br />4 +m <br />I <br />N N <br />+ <br />8 <br />O U U 0 (r. <br />U <br />n U <br />M li <br />0 <br />i <br />� <br />R+FR �A /33 9r <br />6' WATER --'o <br />METER & VAUL <br />-4- F- <br />2"SD <br />�i� iii .� • ::w <br />18"SD ® S=0.0010 <br />iN <br />CONCRETE DITCH <br />5+90.88 0.00'R <br />INSTALL MONUMENT <br />RIM=211.4 <br />6+18.88/32.00'L <br />CR - TC=211.92 <br />6+26.13/57.00'L <br />FIy3 - GR=212.5 <br />6+26.13/33.25'L <br />CB#6 - TC=212.35 <br />6+37/38.00'L <br />FIRE HYDRANT <br />TC= 212.47 <br />17 <br />NORTH <br />SCALE. -l"=40' <br />METER PIT <br />59 I <br />4.20 <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 />00 <br />W <br />CLEARANCE <br />to <br />pJ <br />p <br />O� <br />190.05 <br />mcr <br />7.84' <br />O <br />1 C14 <br />M <br />N <br />196.32 <br />1.00' <br />N <br />N <br />'� <br />BACKFLOW <br />PREVENTER <br /><4> <br />X Fx ibL <br />$� <br />207.51 <br />0.66' <br /><5> <br />208.36 <br />I <br />I o NOTE: FROM <br />TA. 4+98.88 TO STA. 6+82.88 <br />co <br />C14 <br />U <br />ON THE SOU <br />cn <br />EAST SIDE OF INDUSTRIAL WAY, <br />i wo THE CROSS S <br />PE VARIES BETWEEN 1% AND 2r« <br />0 Lo <br />00a0m <br />< <br />FI 12 -SIDE OPENING = 212.14 <br />U <br />U-) <br />N <br />N <br />V Q U <br />6' WATER --'o <br />METER & VAUL <br />-4- F- <br />2"SD <br />�i� iii .� • ::w <br />18"SD ® S=0.0010 <br />iN <br />CONCRETE DITCH <br />5+90.88 0.00'R <br />INSTALL MONUMENT <br />RIM=211.4 <br />6+18.88/32.00'L <br />CR - TC=211.92 <br />6+26.13/57.00'L <br />FIy3 - GR=212.5 <br />6+26.13/33.25'L <br />CB#6 - TC=212.35 <br />6+37/38.00'L <br />FIRE HYDRANT <br />TC= 212.47 <br />17 <br />NORTH <br />SCALE. -l"=40' <br />METER PIT <br />59 I <br />4.20 <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 /><1> <br />199.09 <br />190.05 <br />7.84' <br /><2> <br />198.73 <br />196.32 <br />1.00' <br /><3> <br />205.04 <br />196.91 <br />7.10' <br /><4> <br />205.11 <br />207.51 <br />0.66' <br /><5> <br />208.36 <br />205.98 <br />1.35' <br /><6> <br />208.04 <br />210.28 <br />0.50' <br />NOTE: <br />1. CONTRACTOR SHALL EXPOSE AND VERIFY LOCATION <br />AND INVERT OF EXISTING STUBS AND NOTIFY <br />ENGINEER OF ANY DISCREPANCIES WITH THIS PLAN. <br />2. SCHULTE ROAD STREET IMPROVEMENTS ARE SHOWN <br />AS PER PLANS PREPARED BY MAJORS ENGINEERING <br />INC. DATED AUG. 5 1991. <br />N <br />z <br />O <br />!n <br />W <br />W <br />F - <br />Q <br />m <br />0 <br />z <br />x <br />ca <br />z = <br />� <br />If, W W U <br />N Y <br />O Q � L Z <br />W w � <br />W U Y <br />w <br />a vl a 0 0 <br />Q U W S K x <br />O <br />►7 w <br />00 �n <br />L0 N00 <br />u) <br />O) ° � <br />oQ,n <br />Q Y U r <br />U 0 F - <br />Z z <br />J W <br />O 0 M cD <br />V m E�m <br />C Q Qv <br />U 'Q <br />U-) <br />C ZM n <br />N� N <br />N <br />C N I <br />N N <br />W �� <br />Im in In <br />a LSI v <br />W U <br />Z• J <br />Y <br />Ln <br /><-I- <br />a. <br />> an <br />a Q rnn <br />3vn <br />0) O <br />Q Q I <br />Q <br />O 0 U0) <br />O 00 <br />O Q Ln <br />> V <br />0-1 <br />z <br />Q <br />Z <br />O <br />J <br />0Q <br />U <br />0 <br />O <br />T <br />210aN ca o <br />you o <br />W Z.J 0 <br />NU a 0 <br />Dog <br />mmz <br />o W <br />200 a0 w > <br />Z> a <br />000 3 <br />yN w j <br />cc _>uj <br />a a <br />gym_ �Y <br />ay0 <br />D <br />190 <br />za <br />O <br />z <br />Q <br />cf)o` <br />W (0 <br />= N Q7 <br />cn N <br />w <br />Lo <br />_ �N <br />m <br />r- o � <br />z o <br />.,._,........ 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