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A. ELEVATION OF TANK INSTALLATION <br />SCALE: 1/4" <br />= 1'-O° <br />B. DEF PLAN VIEW SUBMERSIBLE PUMP SUMP <br />REVISIONS <br />IN <br />J <br />J <br />J <br />(7 <br />CONDUIT <br />FILL LINE FROM <br />N <br />z <br />N <br />N <br />ASPHALT AND STONE PER <br />PROJECT SPECIFICATIONS B C H <br />T-5 T-5 T-5 T-5 <br />/c� <br />T-3 <br />E F <br />T-2 T-2 <br />B D <br />T-3 T-3 <br />A ASPHALT AND STONE PER <br />PROJECT SPECIFICATIONS <br />T-3 <br />REMOTE FILL <br />3§3 2 811 332 12 709 BOX <br />CONDUIT <br />O1 <br />M <br />`O <br />w <br />m <br />M <br />°' <br />v <br />a <br />2 3 1 <br />1 <br />2 3 <br />9 4Q5 D <br />NOTE: <br />Z <br />REPLACE MANWAY SUPPLIED <br />a <br />BY TANK MANUFACTURER <br />WITH CUSTOM MANWAV 7103 <br />/--� <br />< <br />SUPPLIED BY OWNER. <br />V <br />1 <br />® ' 77 <br />m <br />NOTE: <br />2 <br />CONTRACTOR TO PULL ® ® 89 <br />FO <br />• <br />BACK PRODUCT LINE TEST ® O <br />BOOTS IN ALL SUMPS. O 120 <br />z�� <br />® • O ® <br />] <br />NOTE: 7 <br />® <br />M <br />r <br />J <br />IST PUMP CONTROLS ARE <br />m <br />a <br />h <br />TIED TO VEEDER ROOT 450 508 509 11 <br />TLS-350. E-5 FOR <br />fy <br />¢ <br />a <br />o <br />SEE SHEET p <br />10,OOD <br />20,000 GALLON <br />p� <br />DETAILS. 196 O ® 700 <br />w <br />w <br />a <br />uwi <br />GALLON DEF <br />4® ® <br />42 03 <br />NOTE: <br />q6 <br />u <br />INSTALL HEAT SHRINK 4Q3 <br />TUBING OVER PIPE FITTING <br />& END OF INSULATION PER <br />._ <br />___ <br />MANUFACTURER'S <br />10 <br />REQUIREMENTS. <br />C 405 <br />NATIVE SOIL STRIKER PLATE <br />INSTALLED BY XERXES <br />TANK SHALL BE INSTALLED LEVEL STRIKER PLATE i0 <br />9 STRIKER PLATE <br />D <br />INSTALLED BY <br />INSTALLED BV <br />PRODUCT UNE TO DISPENSERS <br />MIN. PEA GRAVEL INSTALLED OVER COMPACTED <br />4 11 <br />INSTALL <br />FABRIC LINER IN TANK HOLE XERXES <br />XERXES <br />12 15 700 <br />SOI <br />SOIL; DEADMEN TO BE SET <br />ON PEA GRAVEL <br />WHERE REQUIRED; <br />SQUIRED; <br />CO TRACTOR T <br />CONTRACTOR TO SUPPLY GEOTEXTILE FABRIC <br />13 402 <br />VENT LINE <br />G. DEF TANK REMOTE FILL DETAIL <br />H. DEF TANK GAUGE DETAIL <br />I. DEF BLANK <br />RISER DETAIL <br />C. DEF ELEVATION D-D SUBMERSIBLE PUMP SUMP <br />6"CLEARANCE <br />BETWEEN LID & TOP OF <br />RISER (TYPICAL) <br />c <br />FLUSH SURFACE <br />1713 MOUNT MANHOLE <br />111- <br />190 778 776 191 776 778 <br />4 < <br />150173 <br />3 4 1 WITH CONCRETE <br />° <br />CROWN <br />178 <br />811 <br />506w <br />,9, <br />d <br />a • a <br />ZO�,4 <br />816 <br />wWOm <br />5 <br />Nw gW <br />193 <br />a <br />z;x <br />ONW0 <br />0 <br />789 <br />¢S�i <br />o$�a� <br />HDPE EXTENSION <br />Z <br />2 <br />450811 <br />TO TOP OF TANK, <br />2 <br />y <br />SUPPLIED & <br />INSTALLED BY <br />I1G69 <br />PRODUCT LINE TO 195 16 <br />Z <br />CONTRACTOR; <br />DISPENSERS <br />ENSURE HDPE <br />SEAL <br />PENETRATION <br />THROUGH HDPE <br />OVERLAPS <br />MANHOLE SKIRT TO <br />402 - <br />Z Z <br />PREVENT BACKFILL <br />EXTENSION <br />FROM ENTERING <br />6 7 753 <br />MANHOLE AREA <br />cc <br />PLAN VIEW <br />w <br />Lu <br />13 455 12 700 700 12 <br />9 405 405 9 <br />V <br />518 519 802 6 7 <br />7 777 <br />® W <br />A '798 <br />182 <br />11 508 509 760 <br />STRIKER PLATE <br />INSTALLED BY XERXES <br />Y <br />J=` <br />~ <br />Q= <br />J Y <br />�83 <br />n <br />ULu <br />A <br />O UST <br />INSTALLATION NOTES: <br />w <br />n <br />190 193 6 191 76 <br />1. <br />SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. <br />W LL <br />193 190 <br />__-- -UL <br />U <br />0 <br />±r-s" <br />2. <br />JUNCTION BOXES IN TANK SUMP TO BE MOUNTED AS HIGH AS POSSIBLE IN SUMP. CONDUIT & JUNCTION BOX TO BE OUTSIDE OF <br />J <br />ILL <br />Q <br />Ps <br />PERIMETER OF TANK ENTRY MANWAV. <br />F <br />N W <br />7a <br />3. <br />REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE. <br />0 <br />Z <br />ao <br />e I <br />—So <br />4. <br />REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. <br />J <br />- <br />8W <br />776. n <br />5. <br />PEA GRAVEL BACKFILL. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER AND OWNERS FIELD REPRESENTATIVE.LL <br />"g <br />03 <br />®". <br />6. <br />REAM ALL RISERS FOR FULL PIPE BORE. <br />C <br />L6 <br />4" PVC <br />O.m <br />— <br />q <br />plpE SIKAFLEX <br />7, <br />COAT ALL BURIED GALVANIZED STEEL WITH COAL TAR EPDXY/WRAP. <br />2 <br />(7 <br />— <br />002 <br />`o <br />M <br />I <br />8. <br />PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" COMPACTED PEA GRAVEL BEDDING. PIPING SHALL NOT BE <br />pZj <br />pe <br />SUPPORTED BY BLOCKS, PLANKS, OR OTHER DEBRIS.LL <br />Qoq <br />d <br />d <br />w <br />�: <br />4 <br />9. <br />ALL ENTRIES TO BE PERPENDICULAR TO CONTAINMENT SUMP. MAXIMUM 15° OFF LINE WHEN USING FLEXIBLE ENTRY BOOTS. <br />d <br />sit <br />77 <br />777 <br />10. <br />PLYWOOD 48"X48" X3/4" PLACED TO ASSURE 2" CLEARANCE BETWEEN CONCRETE AND CONTAINMENT SUMP. <br />a�6 <br />SCALE: <br />11. <br />18" LONG 2" DIAMETER FRP SLEEVE TO BE MOUNTED WITH UNISTRUT & U-BOLTS TO THE STP RISER, & SECURED 2" OFF THE TOP OF <br />• <br />TOP OF ISLAND <br />THE TANK RIB ON THE PRODUCT LINE PENETRATION SIDE OF THE SUMP. SUMP SENSOR TO BE PLACED INSIDE OF FRP SLEEVE & <br />DRAWN BY: <br />4 <br />° o d <br />INSULATION &" EXPANSION <br />REST ON THE TANK RIB. <br />GLZ <br />° ° a _ a 4 <br />a a d a d <br />JOINT <br />° <br />GRADE °� <br />00 <br />12. <br />PIPING TO BE INSTALLED PER NFPA 30A SECTION 5. CONTRACTOR TO PROVIDE AT LEAST 4 FEET OF STRAIGHT FRP PIPE RUN <br />DATE: <br />BEFORE THE FIRST CHANGE OF DIRECTION. <br />1/25/2015 <br />PROJECT NO. <br />A INSTALL SWING JOINT TO ENSURE PERFE <br />}Q' PER FOOT SLOPE TO TANK SUMP <br />SECTION A-A <br />13. <br />SLOPE PRODUCT PIPING BACK TO TANKS MINIMUM 1/4"PERT-0". <br />CA-1098 <br />NT TO <br />SWINGPERFE <br />ELEVATION <br />14. <br />THE PRODUCT PIPING REDUCER BOOTS MUST BE ORIENTED WITH THE TEST PORT UP. <br />DRAWING NO. <br />ENSURE PER <br />FOOT SLOPE TO TANK SUMP <br />00 <br />15. <br />SLOPE VENT PIPING TO TANKS MINIMUM 1/4" PER V-0". <br />T_4 <br />