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GENERAL NOTES <br /> STORE GENERAL CONTRACTOR <br /> 1 STORE GC TO WORK WITH FUEL GC ON <br /> STORE CONTRACTOR RESPONSIBLE FOR ROUTING (29) SCHEDULING. ANY CONFLICTS SHALL BE <br /> 314"AND(3) 1" ROBROY PVC COATED GALVANIZED BROUGHT TO THE ATTENTION OF THE SEI 0 <br /> STEEL 4 ELECTRI�ApROOMNDUITS WTlSTRING) <br /> DINGO PROJECT MANAGER. <br /> SLAB. I 'cl) <br /> I FUELING CONTRACTOR TO PICK UP CONDUITS AT THIS 2 STORE ELECTRICAL CONTRACTOR TO RUN <br /> LOCATION AND ROUTE TO FINAL TERMINATION. UNDERGROUND ELECTRICAL CONDUITS TO(10) FT <br /> FUELING CONTRACTOR RESPONSIBLE FOR PULLING OUTSIDE OF BUILDING SLAB(COORDINATE <br /> WIRE AND MAKING FINAL TERMINATIONS. REF G16.0 LOCATION, QUANTITY, SIZE AND TYPE OF CONDUIT <br /> FOR SPECIFICATIONS. WITH FUEL CONTRACTOR). <br /> 3 STORE ELECTRICAL CONTRACTOR TO INSTALL +y <br /> a , , SEAL-OFFS(AS REQUIRED), ELECTRICAL <br /> m • <br /> PANELS, CIRCUIT GUTTER <br /> BOXES, <br /> R AKERS AND FEEDERS. <br /> r • <br /> • • 4 STORE ELECTRICAL CONTRACTOR TO INSTALL <br /> • <br /> 7-ELEVEN OVERHEAD CONDUIT FOR VEEDYR ROOT FROM <br /> o ELECTRICAL ROOM TO LOCATION OF V/R ON Proto 11-05-18 <br /> CONVENIENCE <br /> STORE <br /> 5 STORE GC RESPONSIBLY FOR ALL EXTERIOR <br /> I AREA LIGHTING, IRRIGATION AND AIRNACUUM <br /> UNIT SLAB AND POWER. <br /> 9 <br /> 6 MONUMENT POLE SIGN TO BE PROVIDED AND (oZ <br /> D INSTALLED BY SIGNAGE CONTRACTOR. THE SIGN 0 ❑ Q <br /> e ( IS TO BE FUTURE MEDIA ELECTRONIC PRICE SIGN. U) <br /> 5 U) W <br /> W <br /> FUEL CONTRACTORLu Ir- <br /> F" <br /> 1 FUEL GC TO WORK WITH STORE GC ON 1— Q(D 00 0O <br /> _ _ _ •__ •__ •�- �' - ' -- __ ---- ----- i BROUGHT TO HE ATTENTION OF HE SEI SCHEDULING. ANY CONFLICTS SHALL HEz Z Mods) Ir <br /> 12.31 I PROJECT MANAGER. V ❑ <br /> I <br /> 12.1$ 12.32 <br /> L JL J i 2 FUEL GC RESPONSIBLE FOR ALL CONCRETE OVER W © z m Z () <br /> I 12.31 i TANKS AND PRODUCT PIPING (I.E.TANK SLAB AND > O W Z Q LIJ <br /> W > H-Y <br /> DRIVE MATS). CONCRETE CHAIRS ARE BY I- <br /> ® o ° SEI. J >- W W U <br /> O U <br /> I <br /> 3 FUEL GC RESPONSIBLE FOR CANOPY FOOTINGS. <br /> o ~ W <br /> WZW Q <br /> I L 4 I 4 FUEL GC TO INSTALL CANOPY DRAINS (WHERE m II }- (� <br /> ... o . POINT <br /> � 12.17 � l i� � 12.44 i (10)FT OF DRlVOE MATS.OF CONNECTION WITHIN (� J Z <br /> Q <br /> I I = ¢ w <br /> 12'15 r°• "" �" 100I 5 FUEL EC TO INSTALL ALL FUEL RELATED p U ❑ <br /> 12.30 i ELECTRONICS (I.E. DATA BOXES, EDH UNIT, LL <br /> n g,if 12.30 i TURBINE RELAYS, ISOLATION RELAYS, ETC). <br /> I i 6 FUEL GC RESPONSIBLE FOR ALL ELECTRICAL <br /> zz <br /> CONDUITS, SEAL-OFFS, ELECTRICAL J-BOXES PER <br /> STATE, LOCAL, MANUFACTURERS AND SEI CODES <br /> I Q 4I b I II i AND SPECIFICATIONS. <br /> 7 FUEL EC TO PULL WIRE FOR CANOPY LIGHTING, <br /> 1 <br /> �1 10 ?,'� 12.10 I 12.1D ( 12.11 I 12. INTERCOM, DISPENSERS, TURBINES AND <br /> 12 MONITORING SYSTEM DEVICES. <br /> � � <br /> 8 FUEL EC TO MAKE ALL FINAL CONNECTIONS TO I <br /> L, -- - - --- -- - - - - FUELING EQUIPMENT AND ELECTRONICS, <br /> 9 FUEL GC TO PULL TRADE PERMITS FOR FUELING is <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 o <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. uj <br /> D <br /> KEY NOTES O <br /> cm� <br /> 1 7-ELEVEN CONVENIENCE STORE O00 U <br /> 0o W 0 U <br /> L72 FUELING CANOPY AND DISPENSERS � H N U <br /> p 1 <br /> �� UNDERGROUND FUEL STORAGE TANKS AND SLAB cl Z <br /> BUILT ® FUEL STORAGE TANK VENTS Q 0m <br /> m � <br /> AIR-VAC MACHINE D <br /> (1) EMERGENCY SHUT OFF SWITCH, � V � <br /> ------- <br /> `g __-_-___ I REF 2-G10.D � f/� ❑ ❑ U <br /> ____ ____---- � �/7��a <br /> __ ___-- ,,. � CLEAN AIR SEPARATOR (VERTICAL) � �------------ ____�___- _ ® MAIN ID SIGN U ,0 ,6 > o c a_ ° o <br /> ID <br /> �-- ------------ - <br /> --------------- <br /> _ F9 VEEDER ROOT SITE MONITOR CONSOLE o OAS A (j.-- m o <br /> 0 <br /> aS _ _------ __ " b� c f-- <br /> ---------�--� --- �- 10 OVERFILL ALARM. REF 4-G6.0 w Q o ID <br /> Q a,� <br /> Q <br /> S pNbCQC- N `�r� � 4vi <br /> E <br /> z TANK BURIAL CHART STORE 38616 E 2 2 w° ° a V)o� N " <br /> COMPONENT 3 o 15 at a <br /> DIESEL VAPOR VENT © o C m 15 <br /> U <br /> A. FINISH GRADE ELEV, AT BEGINNING OF RUN (FT): 12.10 12.10 12.44 = <br /> 41 <br /> B. PIPE BURY (FT): 1.50 1.50 2.00 <br /> C. ELEVATION OF PIPE AT BEGINNING OF RUN A-B 10.60 10.60 10.44 <br /> D. PIPE LENGTH LONGEST RUN (FT): 162.00 150.00 34.00 <br /> E. PIPING RUN FALL FT D*1 8" PER FT): 1.69 1.56 0.35 <br /> F. TOTAL CROSSOVERS/MNG JOIN <br /> 1.00 1.00 0.00 F „l <br /> W G. CROSSOVER SWING JOINT DEPTH (FT), 1.25 1.25 0.00 3431 m <br /> z H. ELEVATION AT END OF PIPE (FT) (C-E-G*F): 7.66 7.79 10.09 <br /> a I. ADD FOR EXTRACTOR TEE AT SUMP: 1.00 1.00 1.50 <br /> J. HA <br /> TOP TANK ELEVATION FT (H-1): 6,66 6.79 8 5� �r�0 <br /> K. HIGHEST FINISH GRADE ELEVATION AT TANK SLAB (FT): 12.32 12,32 12.32 <br /> L. MAX BURY DEPTH K-J FT : MAX = 5.67' 5.66 5.53 3.73 <br /> M. LOWEST FINISH GRADE ELEVATION AT TANKS FT): 12.15 12.15 12,15 SHEET: <br /> � .. <br /> 5.49 5.36 3.56 <br /> V N. MIN BURY DEPTH (M-J FT : MIN = 4.17' <br /> ARCHITECTURAL SITE PLAN <br /> GOA <br /> C-1) Lu 1/16" = 1'-0" TANK BURIAL DEPTH IS GOVERNED BY DIESEL PRODUCT PIPING. <br /> THE TOP OF TANKS SHALL BE SET AT - 6.66 FT FUELING - USA CA <br />