Laserfiche WebLink
1 FUEL GC TO WORK WITH STORE GC ON <br />SCHEDULING. ANY CONFLICTS SHALL BE <br />BROUGHT TO THE ATTENTION OF THE SEI <br />PROJECT MANAGER. <br />2 FUEL GC RESPONSIBLE FOR ALL CONCRETE OVER <br /> TANKS AND PRODUCT PIPING (I.E. TANK SLAB AND <br /> DRIVE MATS). CONCRETE CHAIRS ARE BY <br /> SEI. <br />3 FUEL GC RESPONSIBLE FOR CANOPY FOOTINGS. <br />4 FUEL GC TO INSTALL CANOPY DRAINS (WHERE <br />APPLICABLE) TO POINT OF CONNECTION WITHIN <br />(10) FT OF DRIVE MATS. <br />5 FUEL EC TO INSTALL ALL FUEL RELATED <br />ELECTRONICS (I.E. DATA BOXES, EDH UNIT, <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. <br />9 FUEL GC TO PULL TRADE PERMITS FOR FUELING <br />WORK (AS REQUIRED). <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. <br />11 FUEL GC TO COORDINATE WITH TANKNOLOGY <br />AND THE SEI CONSTRUCTION MANAGER FOR <br />TESTING OF FUELING SYSTEM. <br />12 FUEL GC TO HAVE PERSONNEL ON SITE FOR <br />TESTING. <br />13 FUEL GC RESPONSIBLE FOR CLOSE OUT PACKAGE <br />PER 7-11 MATRIX. <br />1 STORE GC TO WORK WITH FUEL GC ON <br />SCHEDULING. ANY CONFLICTS SHALL BE <br />BROUGHT TO THE ATTENTION OF THE SEI <br />PROJECT MANAGER. <br />2 STORE ELECTRICAL CONTRACTOR TO RUN <br />UNDERGROUND ELECTRICAL CONDUITS TO (10) FT <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 <br />SEAL-OFFS (AS REQUIRED), ELECTRICAL <br />RACEWAYS, GUTTER BOXES, FUEL ELECTRICAL <br />PANELS, CIRCUIT BREAKERS AND FEEDERS. <br />4 STORE ELECTRICAL CONTRACTOR TO INSTALL <br />OVERHEAD CONDUIT FOR VEEDER ROOT FROM <br />ELECTRICAL ROOM TO LOCATION OF V/R ON <br />PLANS. <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 <br />IS TO BE FUTURE MEDIA ELECTRONIC PRICE SIGN. <br />STORE GENERAL CONTRACTOR <br />FUEL CONTRACTOR <br />1 7-ELEVEN CONVENIENCE STORE <br />2 FUELING CANOPY AND DISPENSERS <br />3 UNDERGROUND FUEL STORAGE TANKS AND SLAB <br />4 FUEL STORAGE TANK VENTS <br />5 AIR-VAC MACHINE <br />6 (1) EMERGENCY SHUT OFF SWITCH, REF 2-G10.0 <br />7 CLEAN AIR SEPARATOR (VERTICAL) <br />8 MONUMENT SIGN <br />9 VEEDER ROOT SITE MONITOR CONSOLE <br />10 OVERFILL ALARM ON PIPE BOLLARD, REF 4-G6.0 <br />1 <br />23.40 <br />2 <br />3 <br />2 <br />3 <br />ELECTRICALUNDERGROUND TRENCHINGUNDERGROUND TRENCHING10'-0" <br />100'-0"100'-0" <br />9 <br />6 <br />21.16 <br />21.48 <br />21.59 <br />21.80 <br />21.88 <br />22.05 <br />22.15 <br />22.20 <br />22.17 <br />22.42 <br />22.26 <br />22.02 21.87 <br />22.09 <br />5 <br />7 <br />4 <br />8 <br />10 NO PARKINGNO PARKING <br />NO PARKINGNO PARKINGNO PARKINGN2CO2N2D6 <br /> <br />A. <br />B. <br />C. <br />D. <br />E. <br />F. <br />G. <br />H. <br />I. <br />J. <br />K. <br />L. <br />M. <br />N. <br />TANK BURIAL CHART - STORE (41531) <br />COMPONENT <br />FINISH GRADE ELEV. AT BEGINNING OF RUN (FT): <br />PIPE BURY (FT): <br />ELEVATION OF PIPE AT BEGINNING OF RUN (A-B) <br />PIPE LENGTH (LONGEST RUN) (FT): <br />PIPING RUN FALL (FT) (D*1/8" PER FT): <br />TOTAL CROSSOVERS/SWING JOINTS: <br />CROSSOVER/SWING JOINT DEPTH (FT): <br />ELEVATION AT END OF PIPE (FT) (C-E-G): <br />ADD FOR EXTRACTOR TEE AT SUMP: <br />TOP TANK ELEVATION (FT) (H-I): <br />HIGHEST FINISH GRADE ELEVATION AT TANK SLAB (FT): <br />MAX BURY DEPTH (K-J) (FT): MAX = 5.67' <br />LOWEST FINISH GRADE ELEVATION AT TANKS (FT): <br />MIN BURY DEPTH (M-J) (FT): MIN = 4.17' <br />RUL TO DISP. #5 <br />22.09 <br />1.50 <br />20.59 <br />148 <br />1.85 <br />1.0 <br />17.74 <br />1.0 <br />1.0 <br />16.74 <br />22.20 <br />5.46 <br />21.16 <br />4.42 <br />RUL VAPOR TO DISP. #5 <br />22.09 <br />1.50 <br />20.59 <br />125 <br />1.56 <br />1.0 <br />1.0 <br />18.00 <br />1.0 <br />17.00 <br />22.20 <br />5.20 <br />21.16 <br />4.16 <br />VENT <br />21.71 <br />1.50 <br />20.21 <br />128 <br />1.60 <br />1.0 <br />1.0 <br />17.61 <br />1.0 <br />16.61 <br />22.20 <br />5.59 <br />21.16 <br />4.55 <br />TANK BURIAL DEPTH IS GOVERNED BY VENT PIPING. <br />THE TOP OF TANKS SHALL BE SET AT - 16.61' <br />N G0.1 FUELING ARCHITECTURAL SITE PLANOOSIFUELING - USAJob#: SE1238OScale:Date:Drawn By:Checked By:Rev. # Date Description04/14/21AS NOTEDSHEET:7-ELEVEN #41531S3379 NORTH TRACY BLVD.TRACY, CA 953767-ELEVEN, INC.3200 HACKBERRY ROAD, IRVING TEXAS 75063Proto 12-01-2020 <br />701 N. Parkcenter DriveSanta Ana, CA 92705p: 714/560/8200f: 714/560/8211www.tait.comSince 1964Los AngelesAnaheimOntarioSacramentoBoiseDallasDenverSeattle©"TAIT & ASSOCIATES" 2019 ALL RIGHTS RESERVED06/24/21REV. PER CITY PLAN CHECK COMMENTSCA <br />STORE CONTRACTOR RESPONSIBLE FOR ROUTING <br />(27) 3/4" AND (3) 1" ROBROY PVC COATED <br />GALVANIZED STEEL CONDUITS (WITH PULL STRING) <br />FROM ELECTRICAL ROOM TO (10') PAST BUILDING <br />SLAB. FUELING CONTRACTOR TO PICK UP <br />CONDUITS AT THIS LOCATION AND ROUTE TO FINAL <br />TERMINATION. FUELING CONTRACTOR <br />RESPONSIBLE FOR PULLING WIRE AND MAKING <br />FINAL TERMINATIONS. REF G16.0 FOR <br />SPECIFICATIONS. <br />INDICATES ACCESSIBLE PATH TO EMERGENCY <br />SHUT-OFF SWITCHES. <br />EMERGENCY SHUT-OFF SWITCHES: <br />CONTRACTOR SHALL ENSURE REACH HEIGHT AND <br />OPERATING CLEARANCE COMPLY WITH 2019 CBC <br />SECTION 11B-309 - OPERABLE PARTS. <br />Built as per plans. <br />3/30/2023