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F#-#] KEY NOTES <br /> 00E �00NUMERICAL TANK CODE TO MATCH TANK <br /> 0000000000000�0 <br /> mumll. �0000°oH MONITOR- FLUSH MOUNTED IN CONC 1❑ CONCRETE SLAB. REF CIVIL DRAWINGS FOR TOS Z <br /> MANHOLE SIZES VARY �0000M0000�uouo 0000� e W <br /> ouoo ffli iN �0000�0000 REF SHEET G7.0 FOR JOB REQUIREMENTS ELEVATIONS. ALL MANHOLES WITHIN THE TANK <br /> STP AND FILL/VAPOR ° ° MAINTAIN 2"CLR TO 0000�0000�0000°u 0000�0000�000u�000e SLAB AREA TO BE RAISED 1"ABOVE THE NORMAL <br /> o00�0Uo0e00 oe OOOV�OOOO�OOOO�OOOO�o000�000 40 <br /> MANHOLES- MAINTAIN •° ° ° REBAR TYP °000�e 0000�uouo�ouoo�0000�0000�0000�0000� GRADE OF CONCRETE. SLOPE CONCRETE TO <br /> 0000�0000�0000�0000�0000�0000�0000�0000�ouoo 41 O U) U) <br /> 2"CLR TO REBAR TYP • ° oo�0000�0000�0000�0000�0000�0000�0000�0000�0000�o MANHOLES 1/4" PER FT. CROWN CONCRETE AS TO � U <br /> X 0000�ouoo�0000�0000�0000�0000�0000�0000�0000�0000� o <br /> oo�0000�0000�0000�0000�0000�0000�0000�0000�0000�0 72 NOT INHIBIT WATER DRAINAGE OFF THE TANK Z Z <br /> 0000�ouoo�0000�0000�0000�0000�0000�0000�0000�ouoo sz w w <br /> �0000�0000�0000�0000�0000�0000�0000�0000�0000� SLAB (NO POOLING). W <br /> PRODUCT FILL (YELLOW) STAGE 1 VAPOR RECOVERY �oo�ouoom0000�0000�0000�0000�0000�0000�0000�oo� � <br /> 0000�0000�0000°0000�0000�0000�0000�0000�000 0 j <br /> (ORANGE) ouoo Moo— 0000�000 000�0000 o w <br /> �0000�0000�0000�0000�0000�0000�0000� 2 GASOLINE RESISTANT JOINT SEALING COMPOUND O O <br /> �0000�0000�000�000�0000�000� NOTE TO GC: ❑ p tY <br /> ° 54 00 ° ° 00 00 ° ° 00 �000�00000000�o - REF SPEC SECTION V CONCRETE/PART 2- U U <br /> a (INTERNAL o0 0� �o o� e DO NOT PAINT <br /> o ° ° ) o oa o0 oa PRODUCTS/2.1.9. W <br /> ADDITIONAL OPENING o�� Oma �o� Oma MANHOLE COVER W <br /> REINFORCING (4)#3 X T-0" �ODOOD�Q� O�O� �O�O��a�0�0�0� TURBINE / ATG MANHOLE 3 UNDISTURBED SOIL OR COMPACTED BACK FILL CL U U <br /> O OQOD00 00 00 OOQOD00 00 o 0 0 <br /> (DIAGONAL)AT ALL SMALL OOOOD00 O�D0D00 INSPECTION NOT LESS THAN 95/o OF MODIFIED PROCTOR N N N <br /> 12 ° PENETRATIONS THRU TANK PORTDENSITY(AASHTO-T-180). <br /> 6" SEE COLOR SCHEDULE INSPECTIONlo 3" lloo cel N <br /> SLAB DIESEL FILL RECOVERY ON LIDS TO SPECIFY VAPOR5-G6.1FOR MARKINGS PORT ® 1/2"THICK ASPHALT IMPREGNATED EXPANSION p oCN <br /> o <br /> 8"TANK SLAB ON LIJOINT MATERIAL. <br /> PRODUCT FILL (WHITE) PRODUCT FILL (RED) CONTENTS ,�,� ❑ ��� <br /> 5 PLASTIC CASTLE CHAIRS PROVIDED BY a) <br /> (3)#3 X T-0" LONG REBAR 56 DIESEL 42 REGULAR SEI/SOURCE NA. REF G6.1 SHEET FOR CHAIR w <br /> AT 8 1/2" OC EACH CORNER O ° O O ° O 43 PREMIUM SIZES, TYPES AND LOCATIONS. REF G7.0 SHEET <br /> o o o o Proto 11-05-18 <br /> HAVING THIS SLAB EDGE INTERIOR SPILL o0 oa J _oa INTERIOR SPILL D X FOR QUANTITY. <br /> ° a ° ° CONFIGURATION BUCKET TAG o0 0 0 oO o0 0 0 O BUCKET TAG <br /> (FILL) VAPOR <br /> 36 �o o00Q�00o00 00 oO�Q�00oo00 38 _ <br /> OOOQO47 D0�0 OOOQOD0�0 ) PRODUCT MARKER (VAPOR) (FILL) PRODUCT MARKER <br /> ° <br /> OOOOD00 OOQOp00 FLUSH MOUNTED IN FLUSH MOUNTED IN <br /> ° N <br /> CONC CONC <br /> 4 1° <br /> REGULAR PREMIUM ch <br /> ADDITIONAL OPENING `� NOTE TO GC: NOTE TO GC: o <br /> DO NOT PAINT DO NOT PAINT Lo <br /> REINFORCING FILL / VENT MANHOLE FILL / VAPOR MANHOLE I` p <br /> (16)#3 X 8'-0" 12" (DIESEL) MANHOLE COVER (UNLEADED OR PREMIUM) MANHOLE COVER Q z <br /> Q Q <br /> 03 5 5" HIGH CHAIR TYP ALL OTHER SMALL MANHOLES r ,, H J 0- <br /> PAINTED BLACK U C- M L J <br /> z � 0 � Q <br /> SAAB RE N EORC N G DETA � S M AN H OSE COLOR SCH EDU � E CON CRETE TAG AND MARKER DETAILS — z � °° < z <br /> zLLIp Y U Z <br /> > o Woo w <br /> W of boy <br /> J >_ LL J <br /> W 0� Jo0 (D <br /> 1/4" 2 Y I Lu w C) J <br /> Lu U cy W <br /> a <br /> CN ILL <br /> 1/4"WD x 1 1/2" DP STORE SIDE _ <br /> SAW CUT JOINT o <br /> 0 <br /> N <br /> ° 92'-8" O-T-O CANOPY SLAB ch <br /> #3 REINFORCING BARS 11'-10" 33'-0" COLUMN SPACING 33'-0" COLUMN SPACING 11'-10" 1,3'-O"le <br /> d AT 18" OC EACH WAY <br /> d <br /> ° ° 16-6" 16'-6" 16'-6" 16'-6" <br /> 111-11 1111-111E111E111=11 IEl IE 111=111-111-1 3 TYP 1'-6" NOTE: <br /> II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I I-1111 I CJ CJ CJ CJ CJ CJ ALL BTM OF DISPENSER ELEVATIONS <br /> TO BE 1"ABOVE GRADES SHOWN. <br /> SAW CUT AT 6" CANOPY SLAB °Q U) U) 48" OUT FROM—,, U) SLOPE CONCRETE 1/4" PER FT TO <br /> zo DISPENSER SLOPE NORMAL GRADES TYPICAL. <br /> DISPENSER STATION CONCRETE UP TO <br /> 1/4" 2 b ID TYPICAL BTM OF DISPENSER <br /> 0 0 o TYPICAL o 0 <br /> o U 10 O9 6 O5 O O U SJ = SAW JOINT REF 3-G6.1 � <br /> 1/4"WD x 1 3/8" DP <br /> a SAW CUT JOINT ' Lo _ <br /> CJ = CONSTR JOINT REF 2-G6.1 <br /> o co <br /> CD <br /> `r DISP 5 DISP 3 DISP 1 <br /> 0 0 0 0 0 <br /> d ° ° <br /> a #3 REINFORCING BARS z <br /> ° AT 12" OC EACH WAY­wlm SJ SJ SJ SJ SJ SJ O W <br /> Q C7 z_ <br /> ` ° ° ° Z c9 N E <br /> 3 <br /> a Q 6" PIPE BOLLARD, TYP. REF 2-G6.0 o a X <br /> O oU) o <br /> Z (o Z (D U m U v REMOTE VENT TRANSITION <br /> U °' SUMP AND CONC SLAB a <br /> SAW CUT AT 8" TANK SLAB O R F CIVIL DRAWINGS FOR LOCATION W a Z o 3 <br /> o za <br /> O U SJ SJ SJ SJ SJ SJ REMOTE VENT RACK W <br /> (� 0J J M <br /> > o M <br /> SAW CUT DETA � S - W w aN <br /> b 12 11 O8 O7 40 O3 HORIZONTAL CLEAN <br /> AIR SEPARATOR, 1 F o W <br /> UREF 1-G6.0Lo <br /> G6.0 L) <br /> SITE CONCRETE U DISP 6 DISP 4 DISP 2 <br /> (NEW CONSTRUCTION) 2 Z? 0 0 0 0 o CANOPY COLUMN TYPICAL <br /> REF SHEET G8.0 AND <br /> REF CIVIL DRAWINGS m 0 < <br /> Q 1 CANOPY MFR DRAWINGS M Q O LJJ CV a J <br /> SITENC CANOPY <br /> S AB - TANK SLAB 4 } L? O O CV <br /> 3-G6.1 00 Y ~ <br /> Co cn cn U) Cv z <br /> #3 REBAR DOWELS X 36" LONG U TRENCH DRAIN a Q m <br /> AT 18" OC IF ADJOINING NEW - REF CIVIL PLANS FOR <br /> CONSTRUCTION SITE CONCRETE CD �o DETAILS m 0 <br /> ° d CJ CJ CJ CJ CJ <br /> a ' 4, ° <br /> m A\ <br /> Q T7 W U <br /> ° U) (.0 Ci) <br /> FOR REINFORCING REF CD 48" OUT FROM 0 U <br /> CONSTRUCTION JOINT(BELOW) Q `V MANHOLE SLOPE U) 0 0 U <br /> 1111—1 I l_l I M I M I M _ m CONCRETE TO <br /> MANHOLE LID m w c 2 0 >c o.o , U) <br /> III-1I I—I I I—III—III—III— 3 - Q o <br /> -I 11=1 -1 I i °° TYPICAL c� c� c� Fn o C97-2 <br /> co Z �� a>o o �E L m °� <br /> ONTROL JT Y I— •- , = L � c: 0:S <br /> L _ f r1 <br /> V <br /> m H -0 O O— C 0 0p �O� c cB <br /> NOTE: R.g � <br /> N p U ° ° 1 ALL TOP OF MANHOLE RING TO BE a F-� 3: m <br /> 1"ABOVE GRADES SHOWN. SLOPE Q m o o o c� c�.S <br /> 8"TANK 6"CANOPY o vi� c c.E 0 m <br /> `" SLAB SLAB 4 v U CONCRETE 1/4" PER FT TO ORMAL } 0 `� a) i,'� a> F <br /> M CV E.0 i U 2-�-+ O cA 7'V I— <br /> _ GRADES TYPICAL. U),2 q--0 0-M U m cn <br /> 3/4 SMOOTH DOWELS X 24 LONG LIMITS OF CONC U c "� L �C Q— a- <br /> 2-G6.1 ° m > a�� m � a) v, 0a� <br /> o AT 12" OC WITH EXPANSION CAP SLOPE TYPICAL LIMITS OF CONC p E E Q ) __ o N} ) <br /> z ° 'd <br /> #3 REBAR AT 18" OC EACH WAY CJ CJ 3- CJ SLOPE TYPICAL p o �' o o 0.L <br /> ° ° d IN CANOPY SLAB <br /> d <br /> 01 5 2" PLASTIC CHAIRS ON EACH QFtOFESS/ <br /> I —III I—III=1 LONGITUDAL BAR AT 4' OC 16'-7" 17'-2" 20'-7" 17'-2" 21'-3" <br /> z 1�= —111=III=III=1 #3 REBAR AT 12" OC EACH WAY ui 3555 � <br /> IN TANK SLAB 92'-8" O-T-O TANK SLAB 8 <br /> z02 5 3" PLASTIC CHAIRS ON EACH <br /> CD <br /> CONSTRUCTION JT 3 LONGITUDAL BAR AT 4'OC �FCHAN��'PQ�'\� <br /> z s OF CALLlj <br /> �FO <br /> J <br /> 03/23/21 <br /> SHEET: <br /> U W <br /> = cDJ01 N T DETAI � S FUEL AREA SLAB LAYOUT AND DIMENSIONAL PLAN G6 . 1 <br /> z ¢ <br /> FUELING - USA CA <br />