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FRP PIPE SHALL HAVE A MINIMUM OF 4' OF STRAIGF <br />SUMPS BEFORE A DIRECTIONAL CHANGE PER ALBE <br />EXTEND CONDUIT TO ELECTRONIC HEP <br />205 <br />d 4 <br />E <br />E <br />Z <br />CO <br />A SECTI <br />3'-71/2' OUTSIDE <br />1-1/2" N.P.T. PRODUCT k2 <br />(PREMIUM) <br />SUMP SENSOR CONDUIT <br />POWER CONDUIT <br />.m <br />WEST SIDE A <br />NO EACH DISPENSER WITH <br />RESISTANT CLEAR CAULK; <br />A SELF -LEVELING PRODUCT <br />TOP OF ISLAND <br />d <br />SIT z 2' SLOTS FOR <br />ANCHOR BOLTS, 8 SPACES <br />[V <br />� A EAST SIDE <br />M <br />a <br />/VOLTAGE CONDUIT) / 55/8" 55/8' <br />J/// 01R" <br />1-1/2" N.P.T. PRODUCT #1 III IS 1' N.P.T. VAPOR RECOVERY OUTLET, <br />REGULAR <br />( JUNCTION BOX OPTIONAL <br />T-71/4" INSIDE <br />I 1'-5" <br />CD CD <br />C <br />NO <br />DISPENSER <br />MOUNTING <br />DIAGRAM <br />SCALE: 1-112" = 1'-0" <br />NOTES <br />1. PROVIDE 18" LONG 2" DIAMETER FRP SLEEVE MOUNTED TO THE SUMP FRAME AND SECURED 2" OFF BOTTOM. SENSOR TO BE PLACED INSIDE OF FRP SLEEVE AND REST ON SUMP BOTTOM. <br />2. SLOPE PRODUCT PIPING BACKTO TANK MINIMUM I/8'PER V-0". <br />3. PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A BEDDING OF COMPACTED, APPROVED BACKFILL W THICK. PIPING SHALL NOT BE SUPPORTED BY BLOCKS, PLANKS, OR OTHER <br />DEBRIS. <br />4. ALL ENTRIES TO BE PERPENDICULAR TO CONTAINMENT SUMP. <br />5. ORIENT PIPING PENETRATION BOOTS WITH THE FILL PORT UP (12 O'CLOCK POSITION). JUMPER TUBES TO REMAIN INSTALLED ONCE ALL TESTING IS COMPLETED. <br />6. SECURE THUMBSCREW OF FLEX CONNECTOR CLAMP WITH INCLUDED NYLON TIE. <br />FOR <br />FOR <br />OR <br />222 FOR VAPOR <br />?,� D �L°e_ I,I <br />VAPOR <br />COMPACTED OR <br />UNDISTURBED SOIL (TYPICAL) <br />EXPANSION JOINT, TYP. <br />SEE DETAIL ON SHEET T-3 <br />APPROVED <br />BACKFILL <br />MATERIAL <br />REVISIONS <br />0 <br />w <br />N <br />N <br />Q <br />F <br />Z <br />} <br />o <br />N <br />� W � <br />LU <br />LL o > UJ <br />N W W <br />�lQ^ <br />Q <br />J <br />3 <br />UU <br />W <br />W <br />w <br />LL <br />W <br />Z <br />Q <br />LU <br />W <br />D_ <br />O <br />M <br />DIAMOND Z ENGINEERING, INC. <br />W70 STATE ROAD <br />CLEVELAND, OH 44134 <br />PHONE: 440d 24i601 <br />SCALE: <br />DATE: <br />AS NOTED <br />02/24/2023 <br />DRAWN BY: <br />PROJECT NO.: <br />OFF <br />WA-4226 <br />DRAWING NO. <br />D-2 <br />