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INSTALLATION NOTES. <br />4. SLOPE PRODUCT PIPING BACK TO TANKS MINIMUM 1/8" PER VI <br />9. MOUNT JUNCTION BOXES IN TANK SUMP AS HIGH AS POSSIBLE IN SUMP. CONDUIT AND 14. SEALING AT TANKS SHALL BE INSTALLED PER NEC 514.9 AB. <br />O# <br />JUNCTION BOX TO BE OUTSIDE OF PERIMETER OF TANK ENTRY MANWAY. <br />S. PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON BEDDING OF COMPACTED, <br />15. SECURE THUMB SCREWS OF FLEX CONNECTOR CLAMPS WITH INCLUDED <br />NYLON TIE. <br />1. SLOPE CONCRETE AWAY FROM ALL MANHOLES 2" RISE OVER 24" RUN, <br />APPROVED BACKFILL 6" THICK. <br />PIPING SHALL NOT BE SUPPORTED <br />BY BLOCKS, PLANKS, OR <br />10. PROVIDE 18" LONG 2" DIAMETER FRP SLEEVE MOUNTED TO RISER WITH UNISTRUT AND U-BOLTS. <br />OTHER DEBRIS. <br />SLEEVE TO BE MOUNTED 2" OFF THE TOP OF THE TANK ON THE PRODUCT LINE PENETRATION 16. PRODUCT AND VENT PIPING TO HAVE 4' OF STRAIGHT PIPE BEFORE <br />A DIRECTIONAL <br />2. REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN LENGTH. PLACE <br />SIDE OF THE SUMP. SENSOR TO BE PLACED INSIDE OF FRP SLEEVE AND REST <br />ON TANK TOP. CHANGE PER ALBERTSONS SPECIFICATIONS. <br />REBAR 6" FROM SIDES OF MANHOLE. REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE <br />6. SLOPE VENT PIPING TO TANKS, <br />MINIMUM 118" PER 1'-00. <br />THAN 4" FROM SURFACE. <br />11.ORIENT THE PIPING PENETRATION BOOTS WITH THE FILL PORT UP (12 O'CLOCK POSITION). 17. ALL UNDERGROUND CONDUIT HAS PVC COATED RMC FOR AT LEAST 5' BEYOND EXTERIOR OF <br />7. ALL CONDUIT AND PIPING ENTRIES TO BE PERPENDICULAR TO CONTAINMENT SUMP. <br />SUMP WALL BEFORE CONVERTING TO PVC. <br />3. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MINIMUM 118" AND MAX <br />12.REAM ALL RISER$ FOR FULL PIPE BORE. <br />OF3/4" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL SUBSTITUTES MUST BE <br />8_ PLYWOOD 48"X48"X3/4" PLACED TO ASSURE 2" CLEARANCE BETWEEN CONCRETE AND <br />18. ALL CONDUITS ENTERING THE SUMP SHALL SWEEP UP 90 DEGREES TO A VERTICAL'EY'SEAL <br />APPROVED BY MANUFACTURER'S AND OWNER'S FIELD REPRESENTATIVE. <br />CONTAINMENT SUMP, <br />13.CONDUIT MINIMUM BURIAL DEPTH IS 24-INCHES PER CODE. <br />OFF THAT IS 6" ABOVE THE HIGHEST PENETRATION. <br />4 5 16 301 301 306 163 342 15 402 7 <br />301 4 5 <br />16 <br />4 5 <br />16 301 301 <br />306 163 342 15 402 7 <br />7 aoz <br />311 <br />311 <br />CONDUITS 13 17 18 <br />311 <br />CONDUITS 13 1] 18 <br />CONDUITS 13 17 18 403 7 11 <br />7 11 403 <br />7 <br />11 403 <br />306 <br />401 7 <br />10 301 516 <br />401 7 <br />7 401 <br />10 <br />301 516 <br />163 <br />531 9 <br />531 9 <br />342 <br />15 <br />1 <br />9 531 <br />II <br />I <br />II I1 <br />O <br />I O <br />113 <br />113 Il <br />113 <br />113 <br />I <br />o o <br />I <br />O O <br />O 0 <br />507 <br />507 I I I <br />807 <br />507 <br />353 <br />353 <br />136 361 <br />138 381 <br />/� 308 <br />351 <br />351 <br />351 <br />351 <br />101 <br />101 <br />353 <br />353 343 353 <br />353 343 353 <br />301 <br />509 510 511 <br />301 <br />15 <br />101 <br />15 <br />353 <br />7 11 404 301 5 6 16 <br />351 355 351 163 351 301 516 10 355 351 <br />�7 11 <br />404 Jul 5 6 16 <br />REGULAR SUMP - PLAN VIEW <br />PREMIUM <br />SUMP - PLAN VIEW <br />DIESEL SUMP - PLAN VIEW <br />SCALE: 1" = l'-0" <br />t./ SCALE: 1"= 110" <br />C SCALE: 1" = l'-0" <br />2 111 2 <br />1 <br />1 <br />2 111 <br />2 1 <br />( 1) 2 111 2 <br />1 <br />2" MINIMUM <br />2" MINIMUM <br />2" MINIMUM <br />m <br />° <br />4 <br />m <br />° <br />.. <br />.4 <br />a <br />- .. <br />4 <br />.. <br />d <br />4 <br />a <br />3 <br />8 <br />3 <br />8 <br />3 <br />533 14 18 <br />509 510 511 <br />531 9 <br />509 510 512 <br />531 9 <br />8 <br />113 <br />113 <br />10 301 51fi <br />2 <br />13 <br />2 <br />13 <br />13 <br />533 14 18 <br />10 301 516 <br />533 14 18 <br />N 854 <br />D <br />T 2 <br />D <br />D <br />N <br />T-2 <br />T-2 <br />D <br />354 <br />361 <br />D <br />T-2 <br />361 <br />D <br />T-2 <br />T-2 <br />509 510 511 <br />7 11 403 <br />113 <br />7 11 403 <br />113 <br />163 <br />351 <br />163 <br />4 5 16 301 <br />351 <br />4 5 18 301 <br />351 <br />o <br />351 <br />353 <br />0 <br />353 <br />138 <br />353 <br />136 <br />353 <br />_ <br />351 <br />_ 161 12 <br />353 <br />---- <br />— --- ---- <br />355 <br />301 516 10 <br />15 343 12 161 <br />404 7 11 161 12 <br />15 343 12 161 404 7 11 <br />161 12 <br />351 355 12 161 163 <br />— — — — — — — — <br />REGULAR SUMP - ELEVATION <br />PREMIUM <br />SUMP - ELEVATION <br />DIESEL SUMP - ELEVATION <br />p <br />/ SCALE: V = l'-0" <br />L% % SCALE: 1" = VI <br />` r / SCALE: V = l'-0" <br />REVISIONS <br />rc <br />0 <br />w <br />N <br />r <br />Q M <br />3 � <br />m <br />>Q w <br />LLI K <br />LL o > UJ <br />W W <br />COQN <br />CO W <br />Q <br />3 <br />J <br />W <br />W <br />a <br />Q <br />cn <br />w <br />cn <br />V I <br />Z <br />z <br />Q <br />H <br />DIAMOND Z ENGINEERING, INC. <br />W70 STATE ROAD <br />CLEVELAND, OH 44134 <br />PHONE: 440d424 501 <br />SCALE: <br />DATE: <br />1"1 <br />02/24/2023 <br />DRAWN BY: <br />PROJECTNO.: <br />OFF <br />WA-4226 <br />DRAWING NO. <br />T-1 <br />