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INSTALL_2022
EnvironmentalHealth
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2300 - Underground Storage Tank Program
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PR0547888
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INSTALL_2022
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Last modified
8/16/2023 1:59:27 PM
Creation date
8/11/2022 4:09:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2022
RECORD_ID
PR0547888
PE
2351
FACILITY_ID
FA0003287
FACILITY_NAME
7-ELEVEN INC. #41531
STREET_NUMBER
3379
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
21418021
CURRENT_STATUS
01
SITE_LOCATION
3379 N TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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SJGOV\kblackwell
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EHD - Public
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NOTE: REMOTE VENT TRANSITION <br /> 6" PIPE BOLLARD, TYP z <br /> NUMERICAL TANK CODE TO MATCH TANK ALL TOP OF MANHOLE RINGS TO BE REF 2-G6.0 EL 000.1 SUMP AND CONC SLAB w <br /> _0°00�ME �oo°0o°o0�e MONITOR- FLUSH MOUNTED IN CONC <br /> 1"ABOVE GRADES. REFERENCE REF CIVIL DRAWINGS FOR ## KEY NOTES <br /> �°0000000°m°000 °000- e CIVIL DRAWINGS FOR GRADING. LOCATION AND ORIENTATION v <br /> 0000�oo°O�ooOo� °000 Hi REF SHEET G7.0 FOR JOB REQUIREMENTS <br /> 0000�°0°0�°OOO°0 �°�00°0�°000m00°°m°°° SLOPE CONCRETE 1/4" PER FT TO <br /> 000 0000°00 W00°0�°000M00°°-°000�00°EN 40 Y <br /> 000�0oo°�uo00�0oou�oo°O�ooOo� NORMAL GRADES TYPICAL. REMOTE VENT RACK <br /> o°oo�oo°° °o°o�oo°°�°o°o�°o°°�°o°°�°o°°�°o°° 41 1❑ CONCRETE SLAB. REF G0.1 AND CIVIL DRAWINGS <br /> °000°000°0�0000�00°°�°00°�00°0�°000�00°0�°0°0�0 <br /> X o000�0o FOR TOS ELEVATIONS. ALL MANHOLES WITHIN U 0 00°°x°000 000° °000�0oo°�uo00�0oou�oo°O�ooOo�o 72 19'-0" <br /> THE TANK SLAB AREA TO BE RAISED 1"ABOVE THE c z <br /> °oo°°�°°000 °000°e°o00°°�0oo°°�uo00°°�000ueoo00°° 0000°°� O-T-O TANK SLAB o o <br /> °° °0000�00°0�°000 00°0�°000�00°°�°000�00MOD NORMAL GRADE OF CONCRETE. SLOPE CONCRETE � <br /> oo°°�°000000°°°000�0oo°�uo00�0oou�oo°O�ooO '_6 n a <br /> o TO MANHOLES 1/4" PER FT. CROWN CONCRETE AS <br /> 00000000000 0000000 000 0°°°� NOTE TO GC: <br /> TO NOT INHIBIT WATER DRAINAGE OFF THE TANK <br /> U <br /> SLAB (NO POOLING). a <br /> 0000°°°0°000��0�00°00 cn <br /> DO NOT PAINT w <br /> O O <br /> 0-1 <br /> MANHOLE COVER 0 0 0 <br /> VERTICAL CLEAN2 GASOLINE RESISTANT JOINT SEALING COMPOUND a <br /> TURBINE / ATG MANHOLE AIR SEPARATOR, ❑ - REF SPEC SECTION V CONCRETE/PART 2 - w <br /> INSPECTION1 REF 1-G6.0 <br /> PORT 1 PRODUCTS/2.1.9. � <br /> SEE COLOR SCHEDULE INSPECTION 04 <br /> 5-G6.1 FOR MARKINGS PORT ❑3 UNDISTURBED SOIL OR COMPACTED BACK FILL � <br /> ON LIDS TO SPECIFY C? I j NOT LESS THAN 95% OF MODIFIED PROCTOR p N <br /> CONTENTS DENSITY(AASHTO-T-180). o <br /> 56 DIESEL 42 REGULAR <br /> SJ = SAW JOINT REF 3-G6.1 4 1/2"THICK ASPHALT IMPREGNATED EXPANSION <br /> JOINT MATERIAL. <br /> -- 43 PREMIUM <br /> _ CJ = CONSTR JOINT REF 2-G6.1 <br /> D ��, 0) X SJ ❑5 PLASTIC CASTLE CHAIRS PROVIDED BY 0Proto 12-01-2020 <br /> EJ = EXPANSION JOINT REF 4A/G5.0 SEI/SOURCE NA. REF G6.1 SHEET FOR CHAIR <br /> no <br /> (FILL) PRODUCT MARKER (VAPOR) (FILL) PRODUCT MARKER &2/G6.1. SIZES, TYPES AND LOCATIONS. REF G7.0 SHEET <br /> FLUSH MOUNTED IN FLUSH MOUNTED IN LIMITS OF CONC <br /> FOR QUANTITY. <br /> CONC CONC SLOPE TYPICAL <br /> NOTE: <br /> NOTE TO GC: NOTE TO GC: ALL BTM OF DISPENSER ELEVATIONS TO co <br /> BE 1"ABOVE GRADES. REFERENCE CIVIL c0 <br /> DO NOT PAINT DO NOT PAINT <br /> FILL / VENT MANHOLE FILL / VAPOR MANHOLE - <br /> MANHOLE COVER MANHOLE COVER °? 48" OUT FROM MANHOLE DRAWINGS FOR GRADING. SLOPE STREET SIDE = CANOPY COLUMN TYPICAL o <br /> (DIESEL) (UNLEADED OR PREMIUM) SLOPE CONCRETE TO CONCRETE 1/4" PER FT TO NORMAL REF SHEET G8.0 AND r- <br /> MANHOLE LID TYPICAL U CANOPY MFR DRAWINGS z <br /> GRADES TYPICAL. CJ N CJ Q Q <br /> X � J <br /> CO CRETE TAG AND MARKER DETAILS- �� - _ b � � J <br /> NOT TO SCALE SJ <br /> N c� Q <br /> Z <br /> 'It >- z <br /> w $ w c(n w $ w U) w w ``' z Q O <br /> CD H <br /> m 40 3 O8 7 O2 11 o ; <br />
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