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STORE CONTRACTOR RESPONSIBLE FOR ROUTING (29) <br />3/4" AND (3) 1" ROBROY PVC COATED GALVANIZED STEEL <br />CONDUITS (WITH PULL STRING) FROM ELECTRICAL ROOM <br />TO (10') PAST BUILDING SLAB. FUELING CONTRACTOR TO <br />PICK UP CONDUITS AT THIS LOCATION AND ROUTE TO <br />FINAL TERMINATION. FUELING CONTRACTOR <br />RESPONSIBLE FOR PULLING WIRE AND MAKING FINAL <br />TERMINATIONS. REF G16.0 FOR SPECIFICATIONS. <br />F_ <br />ola <br />III <br />-------------- <br />100'4" <br />fi <br />❑ <br />;::1 <br />g <br />fi <br />Ic <br />7 -ELEVEN <br />CONVENIENCE <br />STORE i <br />© <br />o <br />I <br />t-- <br />10 <br />i <br />I <br />-- - -- <br />- -- - -- - -- - -- - -- - -I <br />BRADFORD ST <br />RADE ELEV. AT BEGINNING OF RUN <br />Y (FT): <br />)N OF PIPE AT BEGINNING OF RUN, <br />GENERAL NOTES <br />STORE GENERAL CONTRACTOR <br />1 STORE GC TO WORK WITH FUEL GC ON <br />SCHEDULING. ANY CONFLICTS SHALL BE <br />BR OUGHT TO THE ATTENTION OF THE SEI <br />PROJECT MANAGER. <br />U <br />2 STORE ELECTRICAL CONTRACTOR TO RUN d <br />UNDERGROUND ELECTRICAL CONDUITS TO (10) FT a <br />OUTSIDE OF BUILDING SLAB (COORDINATE <br />LOCATION, QUANTITY, SIZE AND TYPE OF CONDUIT <br />WITH FUEL CONTRACTOR). <br />3 STORE ELECTRICAL CONTRACTOR TO INSTALL N <br />SEAL -OFFS (AS REQUIRED), ELECTRICAL 0 <br />RACEWAYS, GUTTER BOXES, FUEL ELECTRICAL <br />PANELS, CIRCUIT BREAKERS AND FEEDERS. <br />9k <br />4 STORE ELECTRICAL CONTRACTOR TO INSTALL >y <br />OVERHEAD CONDUIT FOR VEEDER ROOT FROM 0_ <br />ELECTRICAL ROOM TO LOCATION OF V/R ON <br />PLANS. pfOtO 11 -OS -18 <br />5 STORE GC RESPONSIBLE FOR ALL EXTERIOR <br />AREA LIGHTING, IRRIGATION AND AIR/VACUUM <br />UNIT SLAB AND POWER. <br />6 MONUMENT POLE SIGN TO BE PROVIDED AND <br />INSTALLED BY SIGNAGE CONTRACTOR, THE SIGN O <br />IS TO BE FUTURE MEDIA ELECTRONIC PRICE SIGN. r a - <br />FUEL N <br />FUEL CONTRACTOR Io co F <br />1 FUEL GC TO WORK WITH STORE GC ON U U) <br />SCHEDULING. ANY CONFLICTS SHALL BE Z Z Q N <br />BR OUGHT TO THE ATTENTION OF THE SEI �}3 <br />PROJECT MANAGER. -"I1R Q <br />Z <br />Z - F <br />2 FUEL GC RESPONSIBLE FOR ALL CONCRETE OVER OUw <br />RZ V) Z U <br />TANKS AND PRODUCT PIPING (I.E. TANK SLAB AND Q W <br />DRIVE MATS). CONCRETE CHAIRS ARE BY � O W 2i F�F u <br />SEI. W 1� > Z Y = <br />3 FUEL GC RESPONSIBLE FOR CANOPY FOOTINGS.W J I. <br />o <br />4 FUEL GC TO INSTALL CANOPY DRAINS (WHERE j� Y w y <br />APPLICABLE) TO POINT OF CONNECTION WITHIN <br />(10) FT OF DRIVE MATS. Q Z <br />2 J <br />5 FUEL EC TO INSTALL ALL FUEL RELATED O W <br />ELECTRONICS (I.E. DATA BOXES, EDH UNIT, N 0 <br />TURBINE RELAYS, ISOLATION RELAYS, ETC). <br />6 FUEL GC RESPONSIBLE FOR ALL ELECTRICAL <br />CONDUITS, SEAL -OFFS, ELECTRICAL J -BOXES PER <br />STATE, LOCAL, MANUFACTURERS AND SEI CODES <br />AND SPECIFICATIONS. <br />7 FUEL EC TO PULL WIRE FOR CANOPY LIGHTING, <br />INTERCOM, DISPENSERS, TURBINES AND <br />MONITORING SYSTEM DEVICES. <br />8 FUEL EC TO MAKE ALL FINAL CONNECTIONS TO ■ <br />FUELING EQUIPMENT AND ELECTRONICS. W <br />9 FUEL GC TO PULL TRADE PERMITS FOR FUELING Md <br />WORK (AS REQUIRED). W <br />10 FUEL GC TO "CALL FOR" AND "BE PRESENT FOR" <br />ALL LOCAL REGULATOR INSPECTIONS AND <br />RESPONSIBLE FOR SCHEDULING ON-SITE <br />INSPECTIONS WITH APPROPRIATE SEI <br />REPRESENTATIVE RELATED TO FUELING. O <br />11 FUEL GC TO COORDINATE WITH TANKNOLOGV z B <br />AND THE SEI CONSTRUCTION MANAGER FOR n & <br />TESTING OF FUELING SYSTEM. <br />T <br />12 FUEL GC TO HAVE PERSONNEL ON SITE FOR Z <br />TESTING. d Rui <br />3 <br />13 FUEL GC RESPONSIBLE FOR CLOSE OUT PACKAGE 7 i <br />PER 7-11 MATRIX. _ <br />OJ <br />® KEY NOTES �G� p 2" <br />Q 7 -ELEVEN CONVENIENCE STORE �� a <br />0 FUELING CANOPY AND DISPENSERS <br />0 UNDERGROUND FUEL STORAGE TANKS AND SLAB <br />r 2 <br />® FUEL STORAGE TANK VENTS O H F <br />o p <br />❑5 AIR -VAC MACHINE N Z M <br />Q � O <br />© (2)EMERGENCV SHUT OFF SWITCHES, Q m <br />REF 2-G10.0 �T <br />9 <br />�7 VAPOR POLISHER dj C U <br />® VEEDER ROOT SITE MONITOR CONSOLE p U (0 t <br />(FIELD VERIFY) <br />191 OVERFILL ALARM. REF 4-G6.02.111"11212� <br />10 (2) MONUMENT SIGNS 1__92 yI o t - <br />19.35 19.35 <br />1.50 1.50 <br />17.85 17.85 <br />��a3 m�VFr3�yE <br />n „yS�aWicrEm <br />VENT Eo -°a n�H9„' o� <br />19.70 pxE Tny£`ns -no <br />2.00 <br />17.70 <br />E. PIPING RUN FALL (FT) (D"1/8" PER FT): 1 2.24 1.89 0.56 y <br />NOTE: F.TOTAL CROSSOVERS/SWING JOINTS: 2 2 0 44p <br />GRADES SHOWN AT DISPENSERS AND TANKS ARE BASED ON GRADING G. CROSSOVER/SWING JOINT DEPTH (FT): 2.42 2.42 0.00 w 35558 <br />PLAN PROVIDED 03/12/20. CONTRACTOR TO VERIFY GRADING SHOWN ON H. ELEVATION AT END OF PIPE (FT) (C -E -G): 13.19 13.54 17.14 <br />THIS SHEET MATCHES FINAL CIVIL PLANS PRIOR TO CONSTRUCTION. I. ADD FOR EXTRACTOR TEE AT SUMP: 1.00 1.00 1.50 <br />N ^ L MAX BURY DEPTH (K -J) (FT): MAX = 5.67' 6.88 6.53 3.43 08/19/20 <br />i� ARCHITECTURAL SITE PLAN M. LOWEST FINISH GRADE ELEVATION AT TANKS (FT): 18.83 18.83 1 18.83 SHEET: <br />N. I MIN BURY DEPTH (M -J) (FT): MIN = 4.17' 6.64 6.29 1 3.19 G0.1 <br />/'�� <br />TANK BURIAL DEPTH IS GOVERNED BY REGULAR PRODUCT PIPING TO DISPENSER 1. V O . "w' 1 <br />THE TOP OF TANKS SHALL BE SET AT -12.19'. <br />FUELING - USA CA <br />