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2"P <br />(NP 6) <br />FIC -3-8101 <br />DOMINATOR JET WITH LIGHTING <br />(NP 6) (SEE DETAIL C, <br />SHEET W1.02) <br />FIC -D700 <br />DOMINATOR JET—NO LIGHTING <br />(NP 6) (SEE DETAIL E, <br />SHEET W1.02) <br />a o- CL a- [L o- m m m m m m <br />w w w w w w w w w w w w <br />w w w w w w w w w w w w <br />V_ r V_ <br />�-N N`} f17 cfl f� 00 0-) 0 N <br />0 0 0 0 0 0 0 0 0 <br />N N N N N N N N <br />M--2-8101 (SEE DETAIL A, D, <br />DISTRIBUTION MANIFOLD SHEET W1.05) <br />VB 1 8101 <br />IN -GROUND VALVE BOX A <br />FIC—M1 100 <br />MUSHROOM JET—NO LIGHTING <br />(NP 12) (SEE DETAIL D, <br />SHEET W1.02) <br />w w w w w w w w w w w <br />w''rtrt w w,, ^^ w w' ^ w w w1� 441. <br />w``�� w`` ^^ w,, ^^ <br />. . . . . . . . . . . .. <br />It <br />�n� <br />ooMor-N0 00 0 0 0- <br />M-1--8101 (SEE DETAIL A, C, <br />DISTRIBUTION MANIFOLD SHEET <br />VB-1-8101 W1.05 � <br />IN—GROUND VALVE BOX A <br />v r <br />3"P <br />2"P <br />FIC -1-8101 <br />ARCH JET <br />NO LIGHTING <br />(NP 6) (SEE <br />DETAIL A, SHEET <br />W1 .02) <br />n w w w w w <br />rLO <br />o 0� 0 0 <br />M-3-8101 <br />DISTRIBUTION MANIFOLD <br />VB -2-8101 <br />IN—GROUND V VE BOX B <br />D <br />(SEE DETAIL <br />B, E, SHEET <br />W1.05) <br />0 <br />In <br />m <br />E <br />V2 <br />[O <br />VENT VENT <br />CAP CAP <br />PROVIDED <br />WITH VAULT <br />GRAVITY <br />DRAIN <br />TO <br />STORM <br />SEWER** <br />IZ <br />N <br />a_ o_ a_ a_ <br />111 <br />3' P E P FV —A8101 <br />U <br />a. <br />N <br />GRAVITY DRAIN <br />TO STORM <br />SEWER** <br />n <br />a_ <br />N <br />SUMP PUMP <br />TO SANITARY <br />SEWER * <br />L <br />FIC-2--8101 <br />J <br />Ju <br />Q0 <br />WTA- <br />A2 0 <br />0 <br />I <br />JET POD <br />Q <br />AC I D <br />VAU LT <br />` <br />WITH LIGHTING o- <br />P <br />Q � <br />0 <br />(SEE DETAIL B, <br />Z <br />DATELn <br />N <br />Ln <br />w <br />tD <br />w <br />SHEET W1.02) <br />SHEET W1.03 AND <br />cv <br />GRAVITY <br />Uw <br />A B <br />CO <br />DRAIN TO <br />C <br />2"P <br />PFV—GFB101 (SEE DETAIL B, <br />X <br />**SEE SHEET L2.06 <br />z <br />SUMP <br />I <br />IN—GROUND VAULT SYSTEM SHEET W1.04) <br />T <br />PUMP TO <br />0 <br />z <br />U� <br />3 P SANITARY <br />F <br />G <br />HCL <br />J <br />SEWER <br />1, PIPING AND <br />CONDUIT BY INSTALLER <br />U — <br />OVERFLOW <br />GRAVITY <br />Z, EQUIPMENT <br />VAULT AND RESERVOIR ARE <br />REF. DRAWINGw <br />DRAIN TO <br />LOCATED APPROXIMATELY 20OFT FROM FOUNTAIN. <br />Jn' <br />4"P <br />SANITARY <br />P8101 GA04 <br />11n <br />00 <br />3. ALL DRAIIN <br />PIPING TO HAVE A 1% MINIMUM <br />�z <br />o <br />FOR DRAIN PIPING <br />` <br />W <br />0 <br />~� [] <br />0 Z Ul <br />DETAILS— SEE <br />GRAVITY DRAIN SHEET W1,01. <br />Ld <br />CITY WATER <br />LTJ <br />TO RESERVI( <br />Q <br />SUPPLY BACKFLOW <br />SLOPE 1% MINIMUM D-8141 <br />PREVENTION <br />DRAJ' N (TYP 8) <br />BY INSTALLER <br />(SEE DETAIL F, <br />� <br />(SEE SHEET L,3.01, <br />SHEET W1 .02) <br />L3.062 W1.03) <br />(4) <br />OUTER DRAINS (4) INNER DRAINS <br />w <br />o <br />0 <br />U <br />U <br />D <br />cn <br />�} <br />U) <br />L <br />z <br />WTC—050 <br />111 - i -m <br />w w <br />a. <br />w w w w w w w w <br />= <br />:D <br />n <br />CHLORINE V ULT <br />�- <br />w <br />M N <br />6"P <br />6„P 6"P 6„P <br />o_ <br />wM wMM <br />Ln <br />W W <br />Q R <br />F <br />G <br />H <br />M <br />FWR-8101 <br />IN—GROUND <br />RESERVOIR SYSTEM <br />(SEE DETAIL A, <br />SHEET W1.04) <br />3"P <br />2"P <br />FIC -1-8101 <br />ARCH JET <br />NO LIGHTING <br />(NP 6) (SEE <br />DETAIL A, SHEET <br />W1 .02) <br />n w w w w w <br />rLO <br />o 0� 0 0 <br />M-3-8101 <br />DISTRIBUTION MANIFOLD <br />VB -2-8101 <br />IN—GROUND V VE BOX B <br />D <br />(SEE DETAIL <br />B, E, SHEET <br />W1.05) <br />0 <br />In <br />m <br />E <br />V2 <br />[O <br />VENT VENT <br />CAP CAP <br />PROVIDED <br />WITH VAULT <br />GRAVITY <br />DRAIN <br />TO <br />STORM <br />SEWER** <br />IZ <br />N <br />a_ o_ a_ a_ <br />111 <br />3' P E P FV —A8101 <br />U <br />a. <br />N <br />GRAVITY DRAIN <br />TO STORM <br />SEWER** <br />n <br />a_ <br />N <br />SUMP PUMP <br />TO SANITARY <br />SEWER * <br />L <br />- K <br />J <br />Ju <br />Q0 <br />WTA- <br />A2 0 <br />0 <br />I <br />w <br />Q <br />AC I D <br />VAU LT <br />` <br />LO <br />P <br />Q � <br />0 <br />N <br />Z <br />DATELn <br />N <br />Ln <br />* SEE DETAIL A <br />Q <br />mw o <br />SHEET W1.03 AND <br />cv <br />GRAVITY <br />Uw <br />C1.021 C1.05 <br />CO <br />DRAIN TO <br />2"P <br />SANITARY <br />SEWER <br />X <br />**SEE SHEET L2.06 <br />z <br />SUMP <br />I <br />T <br />PUMP TO <br />0 <br />z <br />U� <br />3 P SANITARY <br />NOTES: <br />� z <br />to <br />v <br />SEWER <br />1, PIPING AND <br />CONDUIT BY INSTALLER <br />U — <br />OVERFLOW <br />GRAVITY <br />Z, EQUIPMENT <br />VAULT AND RESERVOIR ARE <br />N <br />DRAIN TO <br />LOCATED APPROXIMATELY 20OFT FROM FOUNTAIN. <br />00- <br />4"P <br />SANITARY <br />SEE SHEET W1,03, <br />Q <br />SEWER <br />3. ALL DRAIIN <br />PIPING TO HAVE A 1% MINIMUM <br />�z <br />o <br />SLOPE <br />W <br />P8101PDO 1 <br />0 <br />J <br />Ju <br />Q0 <br />0 <br />I <br />w <br />Q <br />U <br />` <br />LO <br />� <br />Q � <br />0 <br />N <br />Z <br />DATELn <br />N <br />Ln <br />�� <br />Q <br />mw o <br />Q = <br />Q0 <br />Uw <br />m <br />CO <br />H� <br />0 <br />X <br />z <br />0 <br />0 <br />I <br />U <br />fl� <br />Q <br />� <br />0 <br />z <br />U� <br />SCALE <br />� z <br />to <br />v <br />o 0 <br />00 <br />00 <br />U — <br />REV <br />o <br />U <br />Um <br />c� <br />LLI <br />00- <br />< < <br />�© <br />Q <br />M <br />U <br />�z <br />o <br />w <br />W <br />0 <br />~� [] <br />0 Z Ul <br />Ld <br />LTJ <br />� <br />O <br />Q <br />o <br />IES IDWG <br />MC I NO <br />OL <br />a <br />Q <br />b <br />co q <br />7 <br />d3 <br />C3 QD am <br />CD CD <br />LO CD <br />¢� <br />a q v M cn <br />cm <br />rn n <br />— L Lo �r <br />In x_ rr <br />CD <br />o — x <br />N m a7 co <br />N d u:) 3-- U - <br />c -, <br />m <br />CD <br />'^ C <br />lb t/1 _d Ctl <br />N CA ;:3 <br />-_C, <br />m <br />0 <br />J <br />Ju <br />w <br />Q <br />U <br />` <br />a_ <br />� <br />Q � <br />Q <br />r <br />wffl z 9 <br />Ln <br />QC14 <br />p w <br />�� <br />xu <br />mw o <br />w0 U <br />M ao <br />m <br />[� <br />H� <br />ZD <br />O M --I <br />a� <br />0 <br />U <br />¢ <br />to <br />v <br />N <br />o <br />w <br />a <br />U <br />U <br />c� <br />(If� <br />�© <br />Q <br />M <br />� <br />N. -PC <br />~� [] <br />0 Z Ul <br />b <br />co q <br />7 <br />d3 <br />C3 QD am <br />CD CD <br />LO CD <br />¢� <br />a q v M cn <br />cm <br />rn n <br />— L Lo �r <br />In x_ rr <br />CD <br />o — x <br />N m a7 co <br />N d u:) 3-- U - <br />c -, <br />m <br />CD <br />'^ C <br />lb t/1 _d Ctl <br />N CA ;:3 <br />-_C, <br />m <br />Comp. File No. TMKn402 <br />Plan File No. <br />SHEET: 53 OF: 66 <br />J <br />Ju <br />w <br />Q <br />w <br />a_ <br />C7 <br />O W <br />Y <br />xu <br />Q <br />H� <br />ZD <br />CD <br />v <br />o <br />w <br />=D <br />U <br />U <br />c� <br />Comp. File No. TMKn402 <br />Plan File No. <br />SHEET: 53 OF: 66 <br />