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1 <br /> ® KEY NOTES <br /> 1❑ CONCRETE SLAB, REF 1-G0.1 FOR TOS <br /> ELEVATIONS. ALL MANHOLES WITHIN THE TANK <br /> SLAB AREA TO BE RAISED 1"ABOVE THE NORMAL <br /> NUMERICAL TANK CODE TO MATCH TANK GRADE OF CONCRETE. SLOPE CONCRETE TO <br /> MANHOLE SIZES VARY MANHOLES 1/4" PER FT. CROWN CONCRETE AS TO � <br /> MONITOR-FLUSH MOUNTED IN CONC <br /> STP AND FILL/VAPOR MAINTAIN 2" CLR TOp REF SHEET G7.0 FOR JOB REQUIREMENTS NOT INHIBIT WATER DRAINAGE OFF THE TANK a <br /> REBAR IN 2IYP SLAB (NO POOLING). <br /> MANHOLES- MAINTAIN M� U <br /> N <br /> 2" CLR TO REBAR TYP ,= zd' p �� 1 �' . GASOLINE RESISTANT JOINT SEALING COMPOUND � <br /> X ° - REF SPEC SECTION V CONCRETE/PART 2- <br /> PRODUCT FILL (YELLOW) STAGE 1 VAPOR RECOVERY p- 72 PRODUCTS 12.1.9. <br /> 9 : (ORANGE) <br /> T� 54 00 00 00 00 0" u� � ap)Ip NOTE TO GC: 03 UNDISTURBED SOIL OR COMPACTED BACK FILL <br /> .O 9° INTERNAL o00 oQa oo Doo I � It NOT LESS THAN 95% OF MODIFIED PROCTOR <br /> Ty <br /> (INTERNAL) o00 oa o000 ogo DO NOT PAINT <br /> A DENSITY(AASHTO-T-180). <br /> ADDITIONAL OPENING o00 Ooo 0�0 Doo MANHOLE COVER O <br /> O OpOQ�� o O O�Op�Q��po O1/2"THICK <br /> a REINFORCING (4)#3 X 3'-0" OO�OODppD�O�O OO��apUp�pO00�0 TURBINE / ATG MANHOLE � JOINT MATERIAL. IMPREGNATED EXPANSION <br /> (DIAGONAL)AT ALL SMALL <br /> 12 PENETRATIONS THRU TANK INSPECTION <br /> 6' SLAB DIESEL FILL VAPOR PORT SEE COLOR SCHEDULE INSPECTION <br /> RECOVERY viARKINGS PORT <br /> 5-1361 FOR I` <br /> 8"TANK SLAB ON LIDS SPECIFY <br /> PRODUCT FILL (WHITE) PRODUCT FILL (RED) O CONTENTS T Proto 08-21-17 <br /> (3)#3 X T-0" LONG REBAR 56 DIESEL 42 REGULAR <br /> AT 8 1/2" OC EACH CORNER 00 00 00 00 <br /> HAVING THIS SLAB EDGE INTERIOR SPILL o00 00 Q ogo INTERIOR SPILL 43 PREMIUM <br /> Oo0 Ooh Ooh ooO <br /> CONFIGURATION BUCKET TAG Ogo ooh Dom BUCKET TAG Dco <br /> 36 o0a��o��OO000 OOODOpQO��pO�00o 38 (VAPOR) (FILL) PRODUCT MARKER LO <br /> (FILL) PRODUCT MARKER ti <br /> FLUSH MOUNTED IN CONC FLUSH MOUNTED IN J <br /> N <br /> REGULAR PREMIUM CONC Q <br /> N <br /> ADDITIONAL OPENING NOTE TO GC: NOTE TO GC: W (o <br /> REINFORCING FILL / VENT MANHOLE DO NOT PAINT FILL / VAPOR MANHOLE DO NOT PAINT U ~ w O —j <br /> (16)#3 X CIN 12" MANHOLE COVER MANHOLE COVER z U` E N Q <br /> ALL OTHER SMALL MANHOLES (DIESEL) (UNLEADED OR PREMIUM) _ > (V o a7 O <br /> 03 5" HIGH CHAIR TYP PAINTED BLACK z U U co <br /> DETAILS MANHOLE COLOR SCHEDULE 4 CONCRETE TAG AND MARKER DETAILS w0 zzz z <br /> SLAB REINFORCING / w W > �� <br /> J w W (N O 0 <br /> W LU WEU) z <br /> I w <br /> ~ Y W <br /> U <br /> 1/4" 2 = LL <br /> 0 <br /> 0 <br /> N <br /> CIA -1/4"WD x 1 1/2" DP M <br /> SAW CUT JOINT <br /> ° <br /> _ #3 REINFORCING BARS <br /> ° AT 18" OC EACH WAY <br /> 3 <br /> l u=u —I 11�I-�-1I SIT trh-m=1 =1I I� I W <br /> SAW CUT AT 6" CANOPY SLAB rm <br /> 1/4" 2 MIA <br /> 0 1/4"WD x 1 3/8" DP <br /> r� SAW CUT JOINT <br /> ^ ?` CJ LLIO <br /> #3 REINFORCING BARS �o <br /> ° AT 12" OC EACH WAYCJ S?`? <br /> 1 O <br /> 3 ry SJ CJ <br /> lam <br /> a' rs: <br /> SAW CUT AT 8 TANK SLAB ° �o <br /> SJ �� LIMITS OF CONC <br /> 'kill <br /> ° << SLOPE TYPICAL <br /> o� CJ N <br /> 48" OUT FROM MANHOLE a SJ ' o <br /> SAW CUT DETAILS wv Mwa� <br /> 3 m SLOPE CONCRETE TO ° O <br /> = m <br /> MANHOLE LID TYPICAL O c'¢ m <br /> 0 <br /> If <br /> P' <br /> o�siCM3 wau <br /> v ° a <br /> CJ O 0 Q U) <br /> SITE CONCRETE 2 ® cep m Y <br /> �� N O O O <br /> a 00 <br /> ASPHALT CANDY SLAB �v v ;y� Z O <br /> SITE CONC CANOPY OR 4 O <br /> SLAB TANK SLAB CJ b SJ O <br /> �� n N Q m <br /> SJ <br /> #3 REBAR DOWELS X 36" LONG LIMITS OF m <br /> AT 18" OC IF ADJOINING NEW 7g 6 r 4 ° o SLOPE TYPICAL CAL STREET SIDE Qj � C-) <br /> CONSTRUCTION SITE CONCRETE <br /> -0 <br /> FOR FOR REINFORCING CJ CJ O <br /> REF CONSTRUCTION z <br /> � °UU <br /> IN <br /> U <br /> °' ¢ U) <br /> JOINT(BELOW) SJ <br /> FOR REINFORCING REF NOTE: °D <br /> CONSTRUCTION JOINT (BELOW) ALL TOP OF MANHOLE RINGS TO o w 0 o - c0 o LE <br /> I-ITI-JSLOPE rU2 <br /> SHOWN.1"ABOVE GRADES CJ o I � -Ow1u4 <br /> l <br /> - <br /> v <br /> °m'- PER FT TO NORMAL 0 'c"° ad) <br /> 0 ZJ •VriNta)GRADES TYPICAL6` .2 .2 I - I� I - I <br /> CONTROLJT ALL SIDES 0;0s o <br /> CONTROLJT CJ ��8 o� y30STORE SIDE CJ m a otet = <br /> lu <br /> 2 O O q o� g yow� coa3u, 3r � 0-w <br /> 2-G6.1 DISP 1 C7 `r m 0 u ¢ a m o <br /> o \--EXISTING C9 U w s o is "' m <br /> w 1 VERTICAL CLEAN o o z > o 6 0 L o U <br /> 6"TANK 6"CANOPY 8"TANK ASPHALT AM SJ d E o 0 V= o a <br /> o SLAB SLAB 4 SLAB G6.0 AIR SEPARATOR O 0 a> <br /> EXISTING CANOPY ¢ z o�° >,o � ° � a o � �� m <br /> SJ = SAW JOINT REF 3-G6.1 COLUMNS TO REMAIN,TYP CJ C J o o a) U o m c° 0 U r 3 -U) <br /> a 3/4" SMOOTH DOWELS X 24"LONG 1 CJ=CONSTR JOINT REF 2-G6.1 48" OUT FROM O <br /> SJ 3-G6.1 SJ <br /> AT 12"OC WITH EXPANSION CAP #3 REBAR AT 12" REMOTE VENT RACK O <br /> #3 REBAR AT 18"OC EACH WAY OC EACH WAY G6.0 DISPENSER SLOPE o o EL 4.28 + QRDFE^.,g�( ` <br /> ALL SIDES o + 0 4 <br /> ° ° REMOTE VENT TRANSITION CONCRETE UP TO o M.LFjp� E <br /> IN CANOPY SLAB ° . IN TANK SLAB SUMP AND CONC SLAB BTM OF DISPENSER C J v +' a yap F� <br /> e ° — 01 2"PLASTIC CHAIRS ON EACH - - _ - - 0 TYPICAL CJ ° <br /> a LONGITUDAL BAR AT 4'OC o o ¢ 34319 <br /> 3 O4 o <br /> #3 REBAR AT 12" OC EACH WAY I�1 1I 11=� 11T 3" PLASTIC 6" PIPE BOLLARD, DISPENSER STATION v <br /> g I I -TI- I=11=1 CHAIRS ON EACH NOTE: <br /> _ I LI - TYP REF 2-G6.0 ALL BTM OF DISPENSER ELEVATIONS ID TYPICAL = ci DISP 2 ci <br /> 11 =llT1 ii IN TANK SLAB rr -I -I LONGITUDAL BAR <br /> TO BE 1 ABOVE GRADES SHOWN. b Fo CA jc p <br /> 0 0 3" PLASTIC CHAIRS ON EACH AT 4'OC EL 4.98 SLOPE CONCRETE 1/4" PER FT TO � 1 - V <br /> z LONGITU DAL BAR AT 4' OC CONSTRUCTION JT NORMAL GRADES TYPICAL. TYP 13'-0"± 13'-0"t <br /> CONSTRUCTION JT 3 3 <br /> 26'-0"t O-T-O CANOPY SLAB <br /> SHEET: <br /> S N <br /> � g T DETAILS FUEL AREA SLAB LAYOUT AND DIMENSIONAL PLAN <br /> JOIN 1/8 <br /> o 3/s„=1'-0” FUELING - USA <br /> z� <br /> ao <br />