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0 <br />w <br />> <br />w <br />co <br />w <br />ry <br />c� <br />it <br />J <br />J <br />Q <br />U <br />Z <br />C6 <br />LU <br />U <br />ry <br />w <br />z <br />0 <br />U) <br />w <br />0 <br />0 <br />z <br />c� <br />z <br />iY <br />w <br />LU <br />z <br />z <br />W <br />d <br />— — — — Q <br />I I N /--—___�-- <br />I I <br />N Q /� X �18 <br />N� <br />00 p a N °° — <br />I I Q Uj Ln Ln <br />C w OC oQO <br />s 2Y2„ 00 V a <br />I I N N <br />SIM\� � • <br />� <br />11101P := ii <br />nil <br />I 11� I <br />IR I .. <br />CD Lfj I D � <br />N <br />IQ <br />VIM <br />Imp <br />IQ� <br />Iw <br />I� m <br />2Y20 Vr <br />2„0 _S� <br />00 <br />CD Ln 1 <br />41 1 <br />2” GW <br />24o <br />.cu r <br />—VF_T11 <br />o Q 1 <br />m <br />� 1 1 <br />FS <br />FS 1 <br />4"0 SW <br />7 V -K-11 <br />FCO sa Q <br />N N 00 M <br />Ln <br />00 <br />'-4'90 SW 4„0 .S Ln <br />eJ 00I <br />0 0000 <br />0 <br />N LL_ V) <br />N <br />� <br />0 <br />28_0 <br />0 <br />1'-6" x 4'4- 1'-6" x 4'-0" 1'-6" x 4'-0" V-6` x 4'-0" V-6" x 4'-0" <br />a' ro rLn Ln Ln Ln 0-) <br />LL_ = Li <br />V oo 00 v) L ti 00 C/-) <br />x _ x <br />§"-1 <br />O cfl Ln O C-0 <br />—Ln Ln Ln Ln l <br />1 1 34 99 CDS <br />I <br />Ln <br />Ln <br />1'-6'-x4'-0'-4'-0" 0 <br />2% §COPE/FTQ GW <br />c0 <br />o0 <br />N <br />N <br />M <br />0 <br />3"0 V— <br />L <br />Ln <br />r-6" x 4'-6" <br />N011 1S <br />H2JOM ,b <br />/ Q0 cc�l 1 F Ln <br />2% SLOPE/FT <br />SW <br />o / 29'0 V <br />C) l2 <br />U I <br />00 <br />xCV I = <br />2” �Wo �I_,,Q� <br />� �CoJw <br />wcn <br />\ LLj <br />W / --- ---� m Q (f) Q <br />U <br />I CD CD <br />I <br />30�X <br />C "SP E I <br />Q 00 <br />00 00 <br />r-6^ x 4'-6" <br />4"s, SW <br />Ln <br />r-6" x 4'-6" <br />CD W <br />CO <br />:AGW <br />0 <br />I <br />CD CD 0 <br />Q 00 <br />00 <br />LO <br />0F SC -'soo <br />U <br />3"0 VTR 30Ntlatl6� 2 _, <br />,0£ 'NIW L1J <br />I r, v <br />Uj 2"10 S <br />Ln <br />(E) 4"0 <br />1'-6"x4'-0" <br />„ <br />31?e04'-0'V <br />n <br />C <br />Q m <br />—SW Iz LSI <br />�m <br />0 <br />Ln <br />M <br />MOP SINK. SEE PLAN 2/MP-0.7 FOR DETAIL. <br />m m LL_ <br />0 <br />CONNECT (N) 4"� SANITARY WASTE PIPE TO (E) <br />CD CD 0 <br />Eglln �e�e� pi, <br />6"0 SW BELOW PARKING. CONTRACTOR TO <br />a�J��l `S1U�� <br />Q <br />JO <br />�eje 1crgen�C�. <br />W <br />a <br />CONSTRUCTABILITY PRIOR TO CONSTRUCT. <br />ADR: 3119 Central Parkway, <br />Dublin CA. 94568 <br />00 <br />— <br />TEL: 510-788-6029 <br />0 <br />CEL: 510-468-0613 <br />FAX: 510-788-6039 <br />O4 <br />MOST REMOTE PLUMBING FIXTURE. CONTRACTOR <br />M m m <br />CD 0 CD <br />QRpFESS/p <br />I 1 1 <br />GROUND FLOOR WASTE AND VENT PIPING PLAN <br />SCALE: 3/8" = 1 '-0" <br />O6 (E) 49'0 SW <br />CD <br />77-1 <br />w <br />CD <br />(E) 69'0/ SW <br />CLEA <br />(ELV. L485913.G.) <br />(E) 6'90 SW <br />;•11:7: <br />LLJ <br />0 <br />F46GW <br />BLLOW PARKING <br />r-, <br />49'0 SW <br />BELOW PARKING <br />ILS <br />IL <br />0 <br />N <br />0 <br />cV <br />I"o SW <br />L3 PARKING <br />(E) 6'90 SW MAIN <br />BELOW PARKING <br />POC(INVT 73" BELOW FINISHED FL.) <br />�(E) MANHOLE <br />SHEET NOTES: <br />O1 CONTRACTOR SHALL PROVIDE DRAINAGE TO <br />FIXTURE/EQUIPMENT AND INDIRECTLY DISCHARGE <br />TO NEAR—BY FL. SINK AT 1" ABOVE FLOOD RIM. <br />O2 PIPE AND INDIRECTLY DISCHARGE WATER HEATER <br />DRAIN FROM DRAIN PAN AND T&P DISCHARGE TO <br />MOP SINK. SEE PLAN 2/MP-0.7 FOR DETAIL. <br />O3 <br />CONNECT (N) 4"� SANITARY WASTE PIPE TO (E) <br />JHrP <br />Eglln �e�e� pi, <br />6"0 SW BELOW PARKING. CONTRACTOR TO <br />a�J��l `S1U�� <br />VERIFY EXACT LOCATION, INVERT, SIZE, AND <br />�eje 1crgen�C�. <br />CONDITION OF SW LATERAL FOR <br />CONSTRUCTABILITY PRIOR TO CONSTRUCT. <br />ADR: 3119 Central Parkway, <br />Dublin CA. 94568 <br />REPORT TO ENGINEER IMMEDIATELY FOR <br />TEL: 510-788-6029 <br />DISCREPANCY. <br />CEL: 510-468-0613 <br />FAX: 510-788-6039 <br />O4 <br />MOST REMOTE PLUMBING FIXTURE. CONTRACTOR <br />TO VERIFY REQUIRED SLOP AND INVERT AT POC <br />QRpFESS/p <br />PRIOR TO CONSTRUCT. SEE NOTE NO.3 FOR <br />U <br />"U <br />DETAILS. <br />v <br />5 <br />ESTIMATE TOTAL DEVELOPED PIPE RUN AT 135' <br />WO <br />� <br />M353 4 <br />6/30/19 <br />rn <br />� <br />AND MIN. 513/4" INVERT IS REQUIRED AT�� <br />CONNECTION TO MAINTAIN 2% SLOPE. INVERT, <br />p <br />SIZE. AND LOCATION OF SANITARY WASTE ARE <br />PROVIDED BY LANDLORD. PLUMBING CONTRACTOR <br />IS RESPONSIBLE TO VERIFY EXACT LOCATION, <br />SIZE, INVERT, DIRECTION, AND CONDITION OF <br />Revisions <br />Date <br />LATERAL VS. THE MOST REMOTE PLUMBING <br />FIXTURE TO CONFIRM CONSTRUCTABILITY PRIOR <br />PROGRESS REVIEW <br />10-01-2018 <br />TO CONSTRUCT. <br />PERMIT SET <br />10-29-2018 <br />OVERIFY <br />CONSTRUCTABILITY PER NOTE 5 AND <br />REPLACE (E) 4"0 SW LATERAL AS NEEDED. <br />O7 <br />1,200 GAL. GRAVITY CONCRETE PRECAST GREASE <br />INTERCEPTOR BELOW (E) PARKING LOT. SEE <br />Preliminary Set <br />EQUIPMENT SCHEDULE FOR DETAIL. <br />O8 <br />PROVIDE WALL CLEAN—OUT AT ALL SINKS ABOVE <br />Design Review Set <br />Plan Check Set <br />x <br />GRADE. U.N.O. TYPICAL OF ALL. <br />Plan Check Resubmit <br />O1Y2"0 <br />MECHANICAL DRAIN FROM MAU-01 ON <br />Construction Set <br />ROOF DOWN AND INDIRECTLY DISCHARGE TO <br />FLOOR SINK AT 1" ABOVE FLOOD RIM. <br />@>PROVIDE <br />BRANCH PIPE SIZE TO FIXTURE PER <br />"MIN. PLUMBING FIXTURE BRANCH PIPE SIZE" <br />TABLE AS SHOWN ON PB -0.2. TYPICAL OF ALL <br />U.N.O. <br /><0>PROVIDE <br />39'0 FUNNEL DRAIN BELOW PRESSURE <br />RELIEF PORT OF BFP AND PIPE 1Y29'0 DRAIN TO <br />FLOOR SINK PER PLAN. <br />1� <br />1Y29'0 DRAIN DOWN AND INDIRECTLY DISCHARGE <br />TO FLOOR SINK AT 199 ABOVE FLOOD RIM. <br />Z <br />13 <br />REMOVE ALL EXISTING WASTE AND VENT PIPES <br />O <br />AND PROVIDE (N) 4'90 FLOOR CLEAN—OUT AT <br />END OF (E) 4990 SW. <br />14 <br />O <br />PLUMBING CONTRACTOR IS RESPONSIBLE TO <br />VERIFY THE AVAILABLE INVERT OF (E) 69' <br />SANITARY SEWER VS. THE INVERTS OF INLET/ <br />OUTLETS OF PROPOSED GREASE INTERCEPTOR TO <br />O <br />MAINTAIN MIN. SLOPE OF 2% TOWARD <br />DISCHARGE. PLUMBING CONTRACTOR IS ALSO <br />RESPONSIBLE TO CONFIRM THE REQUIRED <br />CLEARANCES FOR THE INSTALLATION OF GREASE <br />INTERCEPTOR AND THE PROPOSED PIPE ROUTES <br />PRIOR TO CONSTRUCTION. CONTRACTOR SHALL <br />ALSO CONFIRM WITH UTILITY COMPANIES, PUBLIC <br />, <br />WORK, AND BUILDING OWNER TO VERIFY EXACT <br />LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO <br />EXCAVATE. REPORT TO ENGINEER/ARCHITECT/ <br />OWNER IF DISCREPANCY IS OBSERVED.W <br />U) <br />15 <br />PROVIDE FACTORY SAMPLE PORT AT INLET OF <br />z 0 ti <br />Uj <br />GREASE INTERCEPTOR. <br />W O <br />1O6 <br />PROVIDE 3" VENT AT INLET AND OUTLET OF <br />LU J M <br />w <br />o <br />GREASE INTERCEPTOR. INSTALL UNDER—GROUND <br />VENT PIPES TO MAINTAIN MIN. 2% TOWARD VENT <br />> = Q <br />DISCHARGE. <br />M z U <br />11 <br />PROVIDE 3/49'0 CONDENSATE DRAIN TO FAN COIL <br />W Z <br />UNIT WITH TRAP AND VENT. <br />— Q O <br />4�>CONNECT <br />3/4990 CONDENSATE DRAIN TO THE TAIL <br />� Z <br />PIECE OF ADJACENT HAND SINK. <br />Q Z w <br />O19 <br />CONDENSATE LINE SHALL MAINTAIN MIN. 2% <br />LO Z LO m O <br />SLOPE TOWARD DISCHARGE. PROVIDE 1 <br />w <br />F___r <br />ARMACELL INSULATION TO INDOOR CONDENSATE <br />LINE. TYPICAL OF ALL. <br />PROVIDE 3/4990 CD TO EVAPORATORS. CONFIRM <br />EXACT EQUIPMENT LOCATION PRIOR TO INSTALL. <br />21 <br />INDIRECTLY DISCHARGE 3/4"0 CD TO FLOOR SINK <br />Scale: AS NOTED <br />AT 1'9 ABOVE RIM. <br />Drawn By: AL <br />EVAPORATOR OF KITCHEN EQUIPMENT TO BE <br />Approved By: <br />FURNISHED AND INSTALLED BY KITCHEN VENDOR <br />JP <br />SHOWN FOR REFERENCE. <br />Job: 18033 <br />Sheet: <br />GROUND FLOOR <br />WASTE AND VENT <br />PIPING PLAN <br />of:PB=1 A <br />