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X 1 a <br />III <br />° III <br />o e:= <br />8"FS III <br />III III <br />III III <br />�° III III <br />III III <br />III III <br />III III <br />°III III <br />o III III <br />III III <br />° III <br />TRUCK 13390 <br />MAINTENANCE <br />GARAGE <br />`Fq�:>w <br />1" WATER LINE <br />STUBBED TO <br />FUEL FACILITY <br />BY SITE G.C. <br />io <br />M <br />I 26 <br />I <br />I <br />I <br />30' <br />O <br />e 0 <br />Col <br />W <br />Z <br />W <br />W <br />Z <br />W <br />I�' � 111111 <br />MAII 1111111 �� <br />�rTANK 1DIESEL <br />u <br />o v \ <br />do\Ij\, <br />o v O ® DANK2 d <br />DIESEL <br />v <br />v o <br />v <br />v 9 v <br />o a° <br />v TANK 3 <br />® QQ B-99 o <br />TANK4 BIO-41ESEL v ° <br />\ p DEF v <br />�I 1 <br />16 <br />4" <br />SLV <br />III I <br />III I <br />III I <br />III STORM DRAIN LINE & SLV <br />III CATCH BASIN BY OI HERS <br />I <br />I <br />24 <br />228'-11" TO BUILDING <br />O <br />SITEPLAN NOTES: <br />I I <br />REVISIONS <br />1. <br />,bm] <br />N <br />N <br />N <br />N <br />N <br />O <br />e 0 <br />Col <br />W <br />Z <br />W <br />W <br />Z <br />W <br />I�' � 111111 <br />MAII 1111111 �� <br />�rTANK 1DIESEL <br />u <br />o v \ <br />do\Ij\, <br />o v O ® DANK2 d <br />DIESEL <br />v <br />v o <br />v <br />v 9 v <br />o a° <br />v TANK 3 <br />® QQ B-99 o <br />TANK4 BIO-41ESEL v ° <br />\ p DEF v <br />�I 1 <br />16 <br />4" <br />SLV <br />III I <br />III I <br />III I <br />III STORM DRAIN LINE & SLV <br />III CATCH BASIN BY OI HERS <br />I <br />I <br />24 <br />228'-11" TO BUILDING <br />O <br />SITEPLAN NOTES: <br />I I <br />REVISIONS <br />1. <br />INSTALL 30'x94' CANOPY, (6) FOUNDATIONS, & (6) CANOPY <br />N <br />N <br />N <br />N <br />N <br />COLUMNS. SEE MANUFACTURER'S DRAWINGS, & SHEET A-3. <br />0 <br />C: <br />2. <br />INSTALL (2) 10' DIA. 30,000 GALLON & (1) 10' DIA. 30,000 GALLON <br />^��.. <br />LL <br />COMPARTMENTED (20k B-99 BIO-DIESEL/10k DEF), DOUBLE <br />N <br />N <br />SCALE: <br />WALL, FIBERGLASS, UNDERGROUND STORAGE TANKS AS PER <br />o <br />27 <br />n <br />DETAILS ON T -SHEETS. <br />1/2512015 <br />PROJECT NO. <br />20 0 10 20 <br />3. <br />INSTALL (5) CONCRETE ISLAND FORMS, & POUR CONCRETE AS <br />u' <br />m <br />m <br />O1 <br />R <br />PER DETAILS ON SHEET D-1. <br />4. <br />INSTALL (7) DIESEL FUEL DISPENSERS AS PER DETAILS ON <br />P -SHEETS. <br />5. <br />INSTALL PRODUCT & VENT PIPING AS PER DETAILS ON SHEETS <br />A-1. SLOPE TOWARD TANKS MIN. 1/4" PER ONE FOOT OF RUN. <br />6. <br />INSTALL (4) CATCH BASINS AS PER DETAILS ON SHEETS A-1 & <br />D-1. <br />7. <br />CONNECT STORMWATER PIPING TO Sto"Ceptor. <br />8. <br />INSTALL CANOPY DRAIN LINES & CONNECT TO SITE G.C. <br />w <br />w <br />PROVIDED CATCH BASIN AS PER DETAILS ON SHEETS D-1. <br />rc <br />9. <br />INSTALL CONCRETE PAD REINFORCED WITH FIBERMESH & (1) <br />LAYER 6"x6"AN2.9xW2.9 WELDED WIRE FABRIC AT UPPER 1/3 <br />z <br />POINT OF SLAB & AS PER DETAILS ON SHEET D-1. SEAL <br />INTERFACE BETWEEN ASPHALT & CONCRETE WITH LIQUID <br />m <br />w <br />ASPHALT; TYPICAL ALL EDGES. <br />rc <br />� <br />10. <br />INSTALL (1) 3" & (2) 2" VENT RISERS AS PER DETAIL ON SHEET <br />¢ <br />a <br />a <br />❑ <br />T-6. <br />0 <br />ww <br />w <br />11. <br />INSTALL (2) EMERGENCY STOPS ON CANOPY COLUMN (WITHIN <br />F <br />'m <br />A MINIMUM OF 20'& A MAXIMUM OF 100' OF EACH DISPENSER) <br />m <br />a <br />AS DETAILS <br />a. <br />12. <br />INSTALL PROOF HOSE BIBB & CONNECT TO 1"TYPE K <br />e <br />COPPER LINE AS PER DETAIL ON SHEET D-2; CONTRACTOR TO <br />FIELD VERIFY ACTUAL LOCATION OF SITE WATER LINE. <br />13. <br />INSTALL 6"0 BOLLARDS & FOUNDATIONS AS PER DETAIL ON <br />SHEET D-1. <br />14. <br />PAINT DIRECTIONAL ARROWS AS PER DETAILS ON SHEET D-1. <br />15. <br />INSTALL WATER VALVE & SERVICE BOX AS PER DETAIL ON <br />SHEET D-2. <br />16. <br />ASPHALT PAVING BY OTHERS; SEAL INTERFACE BETWEEN <br />ASPHALT & CONCRETE WITH LIQUID ASPHALT, TYPICAL ALL <br />EDGES. <br />17. <br />INSTALL OVERFILL ALARM ON CANOPY COLUMN; SEE DETAILS <br />ON SHEET D-2. <br />18. <br />INSTALL CLEAN OUTS AS PER DETAIL ON SHEET D-1. <br />19. <br />INSTALL (3) FIRE EXTINGUISHERS AS PER DETAIL ON SHEET D-2. <br />20. <br />INSTALL Sto"Ceptor, 8" PVC ENTERING & 12" PVC EXISTING, AS <br />PER DETAILS ON SHEET T-6. CONTRACTOR TO SUPPLY <br />Stor Ceptor. <br />21. <br />INSTALL (2) ELECTRICAL PULL BOXES AS PER DETAILS ON <br />SHEET E-4. <br />22. <br />INSTALL BIO -DIESEL BLENDING SUMP (PROVIDED BY OTHERS); <br />SEE DETAILS ON SHEET T-5. <br />23. <br />INSTALL DEF REMOTE FILL BOX; SEE DETAILS ON SHEET T4. <br />24. <br />CORE DRILL INTO CONCRETE CATCH BASIN & GROUT IN STORM <br />LINE. <br />25. <br />CONTRACTOR TO BOX OUT CONCRETE (APPROXIMATELY 4'x 4') <br />TO ALLOW CANOPY COLUMN INSTALLATION AFTER CONCRETE <br />SLAB IS POURED. MUST BE "BOX" -OUT, ROUND FORM IS NOT <br />PERMITTED (TYPICAL ALL COLUMNS). <br />z <br />26. <br />TRENCH BACKFILL ABOVE PIPE/CONDUITS BEDDING SHALL <br />z <br />CONSIST OF APPROVED ON-SITE OR IMPORT SOILS PLACED IN <br />w ;g_ <br />LIFTS NO GREATER THAN 8 INCHES, MOISTURE CONDITIONED <br />? oe h <br />TO ABOUT 2 TO 4 PERCENT ABOVE OPTIMUM MOISTURE <br />z �ao = <br />o m m <br />CONTENT PRIOR TO COMPACTION, & COMPACTED TO A <br />rWi w v o m <br />MINIMUM 90 PERCENT OF THE MAXIMUM DRY DENSITY PER <br />z c � y <br />g <br />ASTM D1557. <br />Q w o <br />27. <br />LOCATION OF UNDER DISPENSER CONTAINMENT. <br />a v E �E <br />LEGEND: <br />m <br />d <br />Z <br />PRODUCT PIPING <br />• STORM DRAIN 0 <br />Z <br />----- CATCH BASIN DRAIN LINE <br />Lu <br />0 NEW CONCRETE PAVING W <br />Z <br />0 <br />NOTE Z <br />CONTRACTOR TO TAKE & SEND PHOTOS OF CONCRETE ® W <br />AREA PRIOR TO POURING CONCRETE. PHOTOS TO <br />ILLUSTAPPROVAL TE PROPER FILL, FORMS, & NT. <br />AL TO PROCEED IS REQUIRED BEFORE THE <br />CONCRETE IS PLACED. <br />NOTE <br />THE UST SYSTEM, INCLUDING ALL TURBINE, FILL, & VENT <br />CONTAINMENT SUMPS, MUST BE INSTALLED TO BE <br />LIQUID & VAPOR TIGHT ACCORDING TO CALIFORNIA <br />HEALTH & SAFETY CODE 25290.1(c). H <br />J <br />LL <br />Q <br />LL J m <br />J<0 6 <br />�}> <br />Ill LL <br />LQ <br />Wz <br />W Q <br />p J <br />�� <br />0 <br />^��.. <br />LL <br />N <br />SCALE: <br />i" = 10'-0" <br />DRAWN BY: <br />GLZ <br />DATE: <br />1/2512015 <br />PROJECT NO. <br />20 0 10 20 <br />CA -1098 <br />DRAWING NO. <br />r_ <br />1 INCH = 10 FEET <br />C-2 <br />