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REVISIONS By <br /> ESS <br /> SEWER FROM t`Q�,�FM. 4O�'gl <br /> CITY <'y <br /> CONNECTION `� 2 <br /> NO. 33803 z <br /> 0 PLUMBING LEGEND: EXP.6/30/18 <br /> CIVI> �e <br /> SEWER LINESS <br /> COLD WATER LINE CW-.-. — — 6515 Cumberland Place. <br /> HOT WATER LINE HW— ————— 2nd Floor, Suite 2. <br /> GAS LINE GL Stockton, CA 95202 <br /> Tel: 209. 662 0023 <br /> GATE VALVE ....--- ��_ email: <br /> FLOOR DRAIN Fp ® lozanofmla@gmail.com.cop, <br /> A rr0 <br /> FLOOR SINK FS <br /> `t VENT THEN ROOF VTR. VTR 0 i <br /> �— <br /> ENT 2"0 CLEAN OUT <br /> VCO bA4 <br /> " VENT -� <br /> WALL CLEAN OUT WCO <br /> 2"� ------------------- ©©�� o ❑ ❑ © --------- --- a� <br /> VENT �Co1Clo. ❑00❑ r ---� 11 II <br /> 4 s: I <br /> C.O. 30 ( I1 27,E -- .:-z- 1 W <br /> 42)0 <br /> 3,7� � o 3,s� II / \ \ � �,,. II <br /> 4110 <br /> -------------o .. <br /> .. 4710 <br /> 2"( -T0 2»� C.O. j <br /> GREASE WASTE N <br /> 2»0 „ <br /> „ I <br /> _— Z 2 1,000 GAL W W <br /> 3'o _.. - � ._ - I C.G. INTERCEPTOR CALCULATION: <br /> EN o ------ F-- -- ------ <br /> J Grasso Waste System <br /> II -------------- <br /> nl I 3 Carnpanment Sink PviY Count Ftcw Shrk) B f B <br /> -- ---- --o-r 3"flj LJ I KCT Sink 3 1 3 <br /> 1-----11-----,r---, _`l i 1 III I I I �.— <br /> "� Grease Waste DFU TOW 17 <br /> �}" Cxease IntermeP tar bite t alculsow 7� <br /> L 00❑©�0� <br /> VENT a DFU G and Total 17 <br /> I <br /> VET GREASE INTERCEPTOR TotalEsbmaledFlpw(2, al per DFU} 357 <br /> FquivetantRwellln Units(EDU's) 2 <br /> EL <br /> ------------------- 2„0 2"0 DFU=[lairwFwureUncaasedonUPC Table 7-31 <br /> C.O. <br /> VENT rT <br /> Table•2006 UPC CI eater 10 5ixirg Method <br /> 14 I <br /> I „ rceptorM— ;01 <br /> 0.21 <br /> oa n 1 l I \ I 11 E 22.35 <br /> \\ I I <br /> f S 1 r I L————— 3&901260 <br /> / — I 91.172 <br /> / I 173.21617-307 ____. <br /> L _ I <br /> 320-1500 GALLON <br /> GREASE INTERCEPTORS <br /> II 30 4% TRAFFIC RATED LISTED BY UPC® �J N <br /> I I 2 — �..-- ---B N <br /> L_ J i - <br /> �I <br /> A I W NQS <br /> oil �:) <br /> II I O � <br /> 3„� 3 � � ANT �— --- -- � — —.-� � — � �,,,� � <br /> I TOP VIEW <br /> (COVERS AND RINGS REMOVED) N <br /> C.O. <br /> 24” CAST IRON FRAMES AND COVERS <br /> N <br /> W#TH GASKET (GASTIGHT) STANDARD 3 6„ AND <br /> GR2432 GRADE <br /> RINGS <br /> i <br /> AS REQUIRED <br /> AT EXTRA COST <br /> I <br /> 2„0 I <br /> VENT 2"0 INVERT 2a,. <br /> INLET INVERT <br /> I <br /> DUTLET <br /> I <br /> C ❑ -J C.O. C D 4" PIPE AND FITTINGS <br /> ❑ © STANDARD <br /> n � E <br /> ■�J \} SIDE SECTION VIEW <br /> MODEL LIQUID MINIMUM MINIMUM TANK <br /> NUMBER CAPACITY DIM A DIM B DIM C DIM D DIM E EXCAVATION EXCAVATION DEPTH OF WEIGHT <br /> (GALLONS) WIDTH LENGTH BURY LBS. <br /> JP320G 320 3'-0" 7'-0" 4'-6" 3'-7" 3'-4" 4'-0" 8'-0" 1' TO 6' 6,600 z <br /> JP5000 500 4'-0" 6'-0" 5'-10" 4'-10" 4'-7" 5'-0" 7'-0" 1 ' TO 6' 6,750 Q <br /> JP750G 750 4-0" 8'-1 " 6'-0" 5'-0" 4' 9" 5'-0" 9'-1" 1' TO 6' 9,000 <br /> JP10000 1000 5'-1" 8'-2" 6'-0" —5-0 —4'-9" 6'_1" 9'-2" V TO 6' 11,000 W <br /> ,JP120OG 1200 5'-9" 8'-6" 6'-._0" 5'-0" 4'-g" 6' g„ g'_6" 1' TO 6' 12,600 <br /> JP15000 1500 5'-7" 10' 8" 6' 0" 5' 0° 4'-9°° 6' 7" 11'-8" 1' TO 6' 14,900 Uj <br /> DESf GN LOAD: H-20 TRAFFIC WITH DRY SOIL CONDITIONS (WATER LEVEL BELOW TANK.) z <br /> SUITABLE SUB-BASE BEDDED WITH GRANULAR MATERIAL SHALL BE PREPARED TO HANDLE m <br /> ANTICfPATED LOADS. 2i <br /> J <br /> SEWER PLAN Bate 04,2018 <br /> .. ....-- - GREASE TRAMP <br /> Scale <br /> 1/4"= 1,_0" — —....-- ..-- — Drawn <br /> Job <br /> Sheet Number <br /> PIIIIIIIIIIIIII, <br /> Of <br />