INSTALL_1998 PLAN - Laserfiche WebLink

Home Browse Search

0 S P I L L C O N T A I N M E N T S U M P $ P I L L C O N T A I N M E N T S U M P - 16" +— 4" STEEL PLUG (TYP) m 3"x24" M x FEMALE FLEXING CONNECTOR (2 TYP) 0 4'x4" FILL CAP AND ADAPTOR - TANK LEVEL PROBE RISER & CAPG JUNCTION BOX (TYP BOTH SUMPS) 3/4" SUMP CONDUIT PENTRATION 3/4" CONDUIT FOR SUBMERSIBLE PUMP POWER (SEE NOTE 8) z w 1 -1" SUMP CONDUIT PENETRATION I O VARIABLE LENGTH TURBINE HEAD & ADJUST LENGTH PER MANUFACTURERS INSTRUCTIONS S SUMP LEAK DETECTOR SENSOR 2" BALL VALVE 1" CONDUIT FROM MONITOR PANEL 1" CONDUIT FROM MONITOR PANEL 2" SUMP PIPING PENETRATION I TO J-BOX (SEE NOTE 8 & 15) ► �/ 2" SINGLE WALL FIBERGLASS TANK VENT TANK ANNULUS SENSOR RISER & CAP 4" EXTRACTOR CAP 4"x4"x3"x2" EXTRACTOR VALVE 3" SUMP PIPING PENETRATION ASSEMBLY WITH BALL FLOAT - PLUG UNUSED OPENING 36" DIA. FILL BOX & COVER WITH SPILL CONTAINMENT 2" FIBERGLASS: PRODUCT PIPING LINE WITH I 3" FIBERGLASS SECONDARY CONTAINMENT PIPE FILL BOX WITH DRAIN VALVE FILL 36" DIA SUB-PUMP MANWAY floz SEE DETAIL J-1.1 FILL MANWAY & CONTAINMENT SUMP 12" SEE DETAIL J-1.1 SUB PUMP MANWAY & CONTAINMENT SUMP 24" SLOPE (NP) I 12" N / 4" MIN. 6" MAX. CLEARANCE FROM FILL & VAPOR CAP TO SNAP TITE LID I 8"MIN. TO 18" MAX. CLEARANCE FROM MANWAY N 2" CROWN (TYP) TO RISER CAPS & SUB-PUMP A/C PAVING a (TYP BOTH SIDES) o a o o _ I N 0NN < INSTALL MECHANICAL LEAK DETECTOR PER I c? `cmU°'n'n >_ 1" SUMP CONDUIT PENETRATION I MANUFACTURERS INSTRUCTIONS PAVING BASE aLM ---- 3"x2" REDUCING TEST BOOT (SEE NOTE 16) I (TYP BO H SIDES) 1" CONDUIT FROM MONITOR PANEL I I 1" CONDUIT FROM MONITOR PANEL I 3/4" SUMP CONDUIT PENETRATIONt2.i>�°O:.°: 4" BLACK IRON RISER. BY CONTRACTOR I I TO J-BOX (SEE NOTE 8 & 75) I 3/4" CONDUIT FOR SUBMERSIBLE PUMP (SEE NOTE 8) MINIMUM 4'-0"-MAXIMUM 7'-0" Z. a SEE SITE SPECIFIC I I 3" SUMP PIPING PENETRATION 3 BURIAL DEPTH CALCULATION 2" FIBERGLASS PRODUCT PIPING LINE WITH (/j H III 3" FIBERGLASS SECONDARY CONTAINMENT PIPE ON GENERAL PIPING PLAN . 2" SINGLE WALL FIBERGLASS TANK VENT Q _ DROP TUBE WITH OVERFILL PROTECTION I I I 2" SUMP PIPING PENETRATION (TYP BOTH SIDES) 0 " 42" TANK COLLAR (TYP BOTH SUMPS) V) 09 LOCATION FOR TANK HOLD DOWNS (4 TYP) I I 22" DW. MANWAY Q I {J U Z z m 0 ( I 0 Q o < Y 4 I I �,;, I I I I I I I W Z 0 _ 0 a I I ° ) I I II II I w 3 1.- z I I I II II I a o w o � � N I a- z =1 I I I I I I II II I I oW � <6 _ O �_ I I I I I I II II I II 10'-4" o 0Qo Z 0 OUTSIDE DIAMETER 0 wo z I i I I I i I II II i I � zma 0 oTwN 0FD" II I I I Z aN z ^ 1 /4" THICK STRIKER PLATE UNDER I I I I Z Z ALL TANK OPENINGS — (FURNISHED BY TANK MANUFACTURER) i I N N I-- V) - 1 I — I I I I Z W _ w p 4-6° — a I — 05 a0 . T N n N 12 PEA GRAVEL TANK BE SEE J-01) — 1 '-0" Y � N n S E T T A N K L E V E L ( &`Q ; u ,&ik"".Q_,3k�L — n n N CONTRACTOR TO FIELD CUT LOWER END OF FILL TUBE MAGNETOSTRICTIVE PROBE I AT A 45' ANGLE & INSTALL PER MANUFACTURERS INSTRUCTIONS VARIABLE LENGTH SUBMERSIBLE PUMP ANNULUS LEAK DETECTOR SENSOR AT BOTTOM CENTER OF TANK z3z3 L1�J1 Y w zW 3 r , r rr Q F W .F > F- Z 29 -5 3/4' (15,000 GALLON TANK) 1 -6 Of a x ¢ w ¢ 1 a 00 U O d' O W 5 T Y P I C A L P R O D U C T T A N K - ELEVATIO N SEAL: UNDERGROUND STORAGE TANKS GENERAL NOTES CONTRACTOR SHALL INSTALL FILL RISER AND LEVEL TANK TO KEEP RISER APPROVED DOUBLE WALL FIBERGLASS TANKS, FURNISHED BY SAN JOAQUIN 15. MONITOR CONDUIT MAY ENTER TURBINE SUMP FIRST DEPENDENT ON 11. USE CABLE CONNECTOR FITTINGS (CROUSE-HINDS CGB OR APPROVED 5. ASSURE UNUSED PORTS ARE PLUGGED ON TURBINE AND LEAK DETECTOR. 1. ALL UNUSED TANK OPENINGS SHALL BE TIGHTLY SECURED WITH PIPE STRAIGHT BEFORE PROCEEDING TO BACKFILL PERSONNEL CHECKING COUNTY DEPT. OF PUBLIC WORKS. SITE ARRANGEMENT AND TANK LOCATIONS. EQUAL) AT MONITOR & LEVEL GAUGE CABLE CONNECTIONS TO PLUG, INSTALLED IN ,ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. LEVEL SHALL BE LOWERED TO TANK TOP IN SAM HARNESS. J-BOXES & PIPE FITTINGS. 6. LOW AND HIGH VOLTAGE LINES SHALL BE RUN IN SEPARATE DEDICATED ARY PIPING CONDUITS. 2. AUL- LOCKABLE CAPS SHALL HAVE PADLOCKS KEYED ALIKE WITH THE TANKS. - 12. ONDUIT AND. PIPING.TO PENETRATE SUMPS PERPENDICULAR`_T$" EXCEPTION OF THE "FILL' CAP. SEE GENERAL ARRANGEMENT DRAWING FOR QUANTITY AND LOCA1fION OF 18. �UNCLAMP TEST 8007 AFTER TESTINGSECOND WALL. 7. ALL STEEL PIPING INSIDE SPILL CONTAINMENT SUMP ASSEMBLY SHALL DIESEL FUEL STORAGE TANKS - BE SCH. 40 BLACK IRON, INCLUDING ALL 4' RISERS. (NO GALV. PIPING). 3. TANKS SHALL BE TESTED AND INSTALLED IN ACCORDANCE WITH 13. WHEN INSTALLING FILL BOX, CONTRACTOR IS TO ASSURE THAT THE - MANUFACTURERS RECOMMENDATIONS, AS WELL AS LOCAL ORDINANCES. SHEET NO: TANKS MUST NOT BE BURIED DEEPER THAN 7 FEET, THERE SHALL BE 36 SPACE. BETWEEN THE FILL BOX SKIRT AND THE TOP OF THE CONTAIN- 8. ROUTE CONDUITS ALONG INSIDE PERIMETER OF SUMP TO PROVIDE EASE - - INCHES MIN. BETWEEN TANKS. MEM SUMP IS EQUALLY SPACED ALL AROUND. PROVIDE ADEQUATE OF ACCESS TO PIPING IN TIRE FUTURE. 4. ALL CONTAINMENT SUMP ASSEMBLIES SHALL BE FIBERGLASSED INSIDE : SUPPORT FOR FILL BOX DURING CONCRETE INSTALLATION SUCH THAT FILL & OUTSIDE TO TANK RING AND CAPABLE OF WITHSTANDING HYDROSTATIC TANKS SHALL BE INSTALLED WITH A CRANE ONLY. CRANE SHOULD BE BOX NOT MOVE RELATIVE TO CONTAINMENT SUMP. CONTAINMENT SUMP 9. ALL JUNCTION BOXES TO BE EXPLOSION PROOF WITH UNION HUBS TESTING. GENERAL CONTRACTOR WILL PERFORM HYDROSTATIC TEST AFTER PT - 4' ADEQUATELY SIZED TO ACCOMODATE TANK SIZES SPECIFIED ON THE SITE UD MUST BE INSTALLED ON TURBINE CONTAINMENT SUMP TO ASSURE CROUSE-HINDS GUAG777A. JUNCTION BOXES ON SUMP WALL SHOULD '. INSTALLING PENETRATION FITTINGS AND ASSOCIATED PIPING / CONDUIT. PLAN DRAWING. THAT NO WATER ENTRY CAN OCCUR. BE MOUNTED AS HIGH AS POSSIBLE FOR EASE OF SERVICING. _ - SHEET 4 OF - TANKS SHALL BE SET ON A FIRM BASE OF'12" WASHED PEA GRAVEL AND - 14. ALL PIPING TO SLOPE DOWN TOWARD TANKSAT AMINIM4,1*��'F_�� 10. ALL CONDUITS TO HAVE SEAL-OFFS PER LATEST EDITION OF THE SURROUNDED ON ALL SIDES BY A MINIMUM THICKNESS OF 16" OF WASHED PER FOOT. �"� - NATIONAL ELECTRICAL CODE. SCALE: 1/2" = 1' PEA GRAVEL.