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PRODUCT FILL (YELLOW) STAGE 1 VAPOR RECOVERY �°°°°� <br /> NUMERICAL TANK CODE TO MATCH TANK ## KEY NOTES <br /> ouuu�°°°°e°°°O°°°°0�0 <br /> MONITOR- FLUSH MOUNTED IN CONC <br /> (ORANGE) RM 0N0000 0000 <br /> O 000M000F0000� �0000�0000 REF SHEET G7.0 FOR JOB REQUIREMENTS <br /> OOOO�OOOO�OOOOe o �°0°0�°000�°0°0�°°° <br /> o00MEM0o e �LM0000�0000�0000�0000M000 40 <br /> 0 0 o o o °oo o�0000�0000�0000�0000�0000�0000�0o00e <br /> (INTERNAL) oo go 00 00 °°°0�0000�0000�0000�0000�0000�0000�0000�0000 ° ° MANHOLE SIZES VARY 0 CONCRETE SLAB. REF CIVIL DRAWINGS FOR TOS W <br /> 000 000 000 000 41 <br /> 0°°oo00e0000°0oo0e00ooe00ooe000oe0000e0000e6rg <br /> 000 Oga ogO Ooa X °°00�0000�0000�0000�0000�0000�0000�00006m-.NN0000� STP AND FILL/VAPOR ° MAINTAIN 2"CLR TO ELEVATIONS. ALL MANHOLES WITHIN THE TANK <br /> oO�opOQ��po�0o oO�o��a���o�00 ooe0000°0000°0000°0000°°000°°000°°000°°0°0°00°0°0 72 ° a <° ° <br /> MANHOLES- MAINTAIN ° REBAR TYP SLAB AREA TO BE RAISED 1"ABOVE THE NORMAL <br /> v0o00o000°0000000°0000000°0000000°0°°0000°°°°0000°°°°0000°°°°0000°°°°0000°000 ^ ° a a <br /> 00�� ��000�� �00�0000�0000�0000�0000�0000�0000�0000�0000�00� 2"CLR TO REBAR TYP a GRADE OF CONCRETE. SLOPE CONCRETE TO p (n U) U) U) <br /> 0000�0000�000000000�0000�0000�0000�0000�000 MANHOLES 1/4" PER FT. CROWN CONCRETE AS TO � U � H <br /> �0000Uoo0oI 00000000 000ME ° z z z z W W <br /> VAPOR °0000�0000�0000�0000�0000�0000�0000� ° ° NOT INHIBIT WATER DRAINAGE OFF THE TANK 0 0 <br /> DIESEL FILL �0000�0000�000-000 10�000� NOTE TO GC: sz w w w w <br /> 9. SLAB (NO POOLING). W 2 g g g Q Q <br /> RECOVERY <br /> 0000�000000000°0o DO NOT PAINT a � w � � � <br /> MANHOLE COVER <br /> PRODUCT FILL WHITE PRODUCT FILL(RED) �� ° �2 GASOLINE RESISTANT JOINT SEALING COMPOUND � � O O O O U U <br /> (WHITE) TURBINE / ATG MANHOLE T v v v v <br /> INSPECTION �A °a a ADDITIONAL OPENING - REF SPEC SECTION VCONCRETE/PART 2- �_ W W <br /> PRODUCTS/2.1.9. W } } } } � � <br /> PORT INSPECTION a° REINFORCING (4)#3 X 3'-0" Q U U U U LL LL <br /> INTERIOR SPILL o0o ao oop ao INTERIOR SPILL SEE COLOR SCHEDULE PORT (DIAGONAL)AT ALL SMALL ❑3 UNDISTURBED SOIL OR COMPACTED BACK FILL <br /> 000 00o 000 000 5-G6.1 FOR MARKINGS o 0 0 0 0 0 <br /> BUCKET TAG o00 Oaa C3 Oaa BUCKET TAG PENETRATIONS THRU TANK NOT LESS THAN 95% OF MODIFIED PROCTOR N N N N N N N <br /> 36 �o�o�Oa��0oo00 oO�oO�Oo 38 ON LIDS TO SPECIFY 6" 12 SLAB (ASTM ). c� r- o N o N <br /> O�00000pp0��0 CONTENTS <br /> 557 <br /> 0��0 8"TANK SLAB ® 1/2"THICK ASPHALT IMPREGNATED EXPANSION 0 0 0 <br /> 56 DIESEL 42 REGULAR 0 0 <br /> ° <br /> REGULAR PREMIUM _ 43 PREMIUM JOINT MATERIAL. <br /> D X °° ° (3)#3 X 3'-0" LONG REBAR ❑5 PLASTIC CASTLE CHAIRS PROVIDED BY a a a a a a a <br /> AT 8 1/2" OC EACH CORNER SEI/SOURCE NA. REF G6.1 SHEET FOR CHAIR <br /> (FILL) PRODUCT MARKER (VAPOR) (FILL) PRODUCT MARKER ° • ° ° HAVING THIS SLAB EDGE SIZES, TYPES AND LOCATIONS. REF G7.0 SHEET Proto 11-05-18 <br /> ALL OTHER SMALL MANHOLES FLUSH MOUNTED IN FLUSH MOUNTED IN CONFIGURATION FOR QUANTITY. <br /> PAINTED BLACK CONC CONC ° <br /> m <br /> NOTE TO GC: NOTE TO GC: 4 8 8 e <br /> M A N H O E C O O K S C H E D U EDO NOT PAINT DO NOT PAINT ° °,° N <br /> MANHOLE COVER <br /> FILL / VENT MANHOLE MAFILL / VAPOR MANHOLE MANHOLE COVER r� <br /> 5 (DIESEL) (UNLEADED OR PREMIUM) ADDITIONAL OPENING "• <br /> REINFORCING a° Lo <br /> ~ Z <br /> CONCRETE TAG AND MARKER DETA LS 0355" HIGH CHAIR TYP X � z <br /> 4 w <br /> 1/8"=1'-0" V ~ >_ J <br /> SLAB REINFORCING DETAILS z z � z <br /> > o <br /> 1/2"=l'—O" z � W <br /> H <br /> LLI> o = - w <br /> W U <br /> W �I Lu 0 <br /> 1/4" 2 Y w ti J <br /> U W <br /> a � <br /> 1/4"WD x 1 1/2" DP <br /> SAW CUT JOINT C) <br /> O <br /> N <br /> M <br /> #3 REINFORCING BARS <br /> AT 18" OC EACH WAY <br /> ° < <br /> I 11=1�1=1 I 1=1�1=1�1=1�1=1�1=1�1=1 11=1 11=1 11=1 3 <br /> I I I I I I I I I I I I I I I I I 11 11 11 11 1 I I I <br /> I I I I 11=1 =1 =1 =1 =1 I I I I I I I I I I -11111 <br /> STORE SIDE <br /> SAW CUT AT 6" CANOPY SLAB (� <br /> 8 TANK SLAB 6 CANOPY SLAB <br /> 33'-1" O-T-O TANK SLAB 134'-0" O-T-O CANOPY SLAB <br /> 1/4" 2 18'-1" 15-0" '-6" 23'-4" 23'-4" 23'-4" 23'-4" 23'-4" 14'-9" �llL�I <br /> TYP <br /> 00 <br /> 1/4"WD x 1 3/8" DP 1 _ CJ CJ CJ CJ CJ CJ CJ <br /> SAW CUT JOINT TYP <br /> = S �✓ sr, <br /> CJ CJ `� S✓ d, o-, <br /> ✓ <br /> ° ° LIMITS OF CONC o S✓ o G��O �O <br /> #3 REINFORCING BARS SLOPE TYPICAL 9 5 gQP 1 �`� <br /> ° ° a AT 12" OC EACH WAY U 0 W <br /> 00 O <br /> ­wl0 0 DISPENSER STATION o W <br /> ° CS CANOPY COLUMN TYPICAL CS J CS z ° <br /> 0 o O ID TYPICAL o �, 0 N e <br /> 3 N 10 REF SHEET G8cf) .0 AND O G 2 O W <br /> ao ° CANOPY MFR DRAWINGS ° O <</ <br /> 3' 2! �' J g w <br /> DISP 5 DISP 3 �' DISP 1 Ldp c ~ " <br /> SJ o SJ SJ o SJ SJ ° SJ z a E <br /> SAW CUT AT 8" TANK SLAB a w a 3 <br /> O W a Z 03: <br /> z a <br /> d'✓ L/ 0'✓ S✓ ✓ O' U W & <br /> 0 <br /> SJ SJ M �O-, O O > =M <br /> SAWCUT DETA � S m SJ ° SJ G SJ ° SJ SJ o SJ o �� F mW <br /> Lu <br /> Q 7 cy) <br /> z 2-G6.1 ® ° 00 cso ° 0 cso ° 00 cso Frio Q <br /> _ 12 \ �J 8 \ 4 <br /> N O � ° o O ° O � <br /> SITE CONCRETE O U G <br /> 11 <br /> U S <br /> (NEW CONSTRUCTION) 2 ~ DISP 6 1, `r✓ DISP 4 C��O S'✓ DISP 2 <br /> REF CIVIL DRAWINGS O 2-G6.1 0 0 3 0 ✓ ti 0 O Q = <br /> 48" OUT FROM DISPENSER O S 04 J <br /> SITE CONC CANOPY OR L Oc `� CV P- z ~ <br /> SLAB TANK SLAB 4 UQ SLOPE CONCRETE UP TO S✓ Q O BTM OF DISPENSER TYPICAL <br /> ® CJ CJ CJ CJ CJ CJ z co <br /> O <br /> #3 REBAR DOWELS X 36" LONG SJ SJ <br /> AT 18" OC IF ADJOINING NEW �j p a m <br /> CONSTRUCTION SITE CONCRETE m <br /> ° N <br /> a ° ' 4 e <br /> °— FOR REINFORCING REF o NOTE: STREET SIDE 0 }' <br /> =1 1=1 1=1 1=1 I CONSTRUCTION JOINT(BELOW) crti ALL BTM OF DISPENSER ELEVATIONS U) 0 0 U <br /> 1-1 1� 11-�11—III=�11-1111 11111=111_11 M 11_111_1— C° TO BE 1"ABOVE GRADES SHOWN. <br /> III- —11 I, IIII 11111-111-1 I M I I I i 3 SLOPE CONCRETE 1/4" PER FT TO _0 ° >, <br /> 111-111 111- cn 3: co V) <br /> CONTROLJT -- , � L � a� wLcn <br /> 48" OUT FROM MANHOLE NORMAL GRADES TYPICAL. � = M ca � M ( o: Q-o <br /> Lo- <br /> MANOPE HOLEOLID CONCRETE <br /> TYPICAL o'o c - 1i p cin� a U c <br /> 0 CL a) � � mcc3 <br /> SJ = SAW JOINT REF 3-G6.1 m .� c 0:5�L <br /> N LIMITS OF CONC CJ = CONSTR JOINT REF 2-G6.1 L o 0 2 aa) u L �E <br /> 8"TANK 6"CANOPY �,} :_ <br /> SLAB SLAB 4 1 SLOPE TYPICAL U m cn ° m 3 � o_0-ca E <br /> Cc: L o cn <br /> 0 1 m �Q p>;�-0 a)iwo <br /> 3/4"SMOOTH DOWELS X 24" LONG G6.0 0'� o 0-0 m Q Q a-5 V) <br /> o AT 12" OC WITH EXPANSION CAP NOTE: Qo E-E Q a)� m o Y- <br /> ALL TOP OF MANHOLE RINGS TO BE 0 0 cn0- "U.L u <br /> ° #3 REBAR AT 18" OC EACH WAY ° 1"ABOVE GRADES SHOWN. SLOPE - ° <br /> ° ° ° IN CANOPY SLAB CONCRETE 1/4" PER FT TO NORMAL <br /> 01 5 2" PLASTIC CHAIRS ON EACH GRADES TYPICAL. QRpFESS/ <br /> 11=111= _= 1-111=1 LONGITUDAL BAR AT 4' OC 6" PIPE BOLLARD, TYP - <br /> o =111=111-111— <br /> z 11= _-111=111=111=1 #3 REBAR AT 12" OC EACH WAY REF 2-G6.0 <br /> REMOTE VENT TRANSITION <br /> 111, �111� ��i i i 11 1=111 IN TANK SLABSUMP AND CONC SLAB a 35558 <br /> z 02 5 3" PLASTIC CHAIRS ON EACH REF CIVIL DRAWINGS FOR LOCATION <br /> zLONGITUDAL BAR AT 4'OC REMOTE VENT RACK GP <br /> LLJ <br /> CONSTRUCTION JT 3 �9 CHANE <br /> z <br /> OF CAS-1 <br /> J <br /> 01/26/21 <br /> SHEET: <br /> UW <br /> J01 N T D ETAI � S EU EL AREA SLAB LAYOUT AND DIMENSIONAL PLAN G6 . 1 <br /> LLJ =: <br /> z ¢ <br /> FUELING - USA CA <br />