INSTALL 2019 - Laserfiche WebLink

Home Browse Search

® KEY NOTES U) MANHOLE SIZES VARY 1 CONCRETE SLAB. REF CIVIL DRAWINGS FOR TOS Z • �uu� uuuo��0� NUMERICAL TANK CODE TO MATCH TANK ❑ „u I u�m 000l �' ELEVATIONS. ALL MANHOLES WITHIN THE TANK Lu STP AND FILL/VAPOR MAINTAIN 2" CLR TO ool � o� ool ' MONITOR- FLUSH MOUNTED IN CONC � MANHOLES- MAINTAIN REBAR TYP � imu o�oo uoou i_i 2" CLR TO REBAR TYP VVI REF SHEET G7.0 FOR JOB REQUIREMENTS SLAB AREA TO BE RAISED I"ABOVE THE NORMAL 01� muu ¢ u u u uuoi 2 PRODUCT FILL (YELLOW) o u �uio ouu� o�do �iuu ur 40 GRADE OF CONCRETE. SLOPE CONCRETE TO p STAGE 1 VAPOR RECOVERY oo� m uo[ �0 0000 i uuuo (A � �nu ouo �mm MANHOLES 1/4" PER FT. CROWN CONCRETE AS TO U F- (ORANGE) �oo�u ��m I�uo mu 000[ iuoo ��mi 0 41 o Z 0of moult .... um m� ;[[ �uu e NOT INHIBIT WATER DRAINAGE OFF THE TANK 54 O O O O u i [ Imu uuoo �o uouu i�ol ioou, �� u ' 72 SLAB NO POOLING �- w O o O O mi uo�o �ioo 'uio uoov 000i �� oar + ( ) W �,o ,9.. INTERNAL �o o� Oo 00 Flo 000� ii u000 u000 u ' u�o 0000� v (INTERNAL) Oo a O VVOOVf�MIDVV OOOCVOC JVV V0.��VVI IpVUVV��00VV VI VVV VI N W 2 ❑2 GASOLINE RESISTANT JOINT SEALING COMPOUND O �� ooO Ogo o � Oa �0,00i°Illuo _ u�o°o0o uuu°uuuioouoo REF SPEC SECTION VCONCRETE/PART 2 - U �� .i uuu, ,+ O�0 0 O O 0 0 00 9000 ��yu„� NOTE TO GC: PRODUCTS/2.1.9. uuJJ H ADDITIONAL OPENING O �OO�D O O ��O�D O REINFORCING (4)#3 X 3' 0' b000 O OOppp00 DO NOT PAINT ui MANHOLE COVER 3 UNDISTURBED SOIL OR COMPACTED BACK FILL (DIAGONAL)AT ALL SMALL DIESEL FILL VAPORTURBINE / ❑ d U 12 PENETRATIONS THRU TANK RECOVERY ATG MANHOLE 6' NOT LESS THAN 95% OF MODIFIED PROCTOR 72� SLAB INSPECTION DENSITY(AASHTO-T-180). 8”TANK SLAB PRODUCT FILL (WHITE) PRODUCT FILL (RED) PORTSEE COLOR SCHEDULE NSPECTION 1/2"THICK ASPHALT IMPREGNATED EXPANSION ON LI FOR MARKINGS PORT JOINT MATERIAL. ON LIDS TO SPECIFY / (3)#3 X 3'-0" LONG REBAR p-luuu, CONTENTS INTERIOR SPILL O o� INTERIOR SPILL PLASTIC CASTLE CHAIRS PROVIDED BYAT 8 1/2" OC EACH CORNER BUCKETTAG 0� oSEI/SOURCE NA. REF G6.1 SHEET FOR CHAIR oo� �o BUCKET TAG 56 DIESEL 42 REGULAR SIZES, TYPES AND LOCATIONS. REF G7.0 SHEETHAVING THIS SLAB EDGE O�g�O�Q��O,��D,O 38 Proto 08 21-17 CONFIGURATION OOO�OOpp0�00 43 PREMIUM FOR QUANTITY. LIDampUO� D a , N REGULAR PREMIUM (FILL) \ PRODUCT MARKER (VAPOR) (FILL) PRODUCT MARKER ADDITIONAL OPENING N FLUSH MOUNTED INCONC CO C MOUNTED IN M REINFORCING co (16)#3 X 8'-0" 12" ALL OTHER SMALL MANHOLES NOTE TO GC-DO NOT PANT NOTE TO GC: Lo PAINTED BLACK FILL / VENT MANHOLE FILL / VAPOR MANHOLE DO NOT PAINT MANHOLE COVER MANHOLE COVER c0 Q HIGH CHAIR TYP (DIESEL) (UNLEADED OR PREMIUM) co 2 uj C6�)� SLAB REINFORCING DETAILS MANHOLE COLOR SCHEDULE CONCRETE TAG AND MARKER D Z z of . Z DETAILS 1/8"=1'-0" of co Q 0 Z - Of c) c) EQ EQ Lu o WZ Z o w0 J }UJ UU Q SLOPE AWAY FROM w � O (D 1�4° 2 2'-6" DISPENSER NOT TO i W N _Z EXCEED 2%04 Y _I 1/4"WD x 1 1/2" DP Q SAW CUT JOINT 2 LL O FUEL DISI ENSER N ° #3 REINFORCING BARS d AT 18" OC EACH WAY o 0 o d 0 I I LI I�I I I I I I L—III-1 I I�I I I�I I L—I I L--III I=1 I I SAW CUT AT 6" CANOPY SLAB EQ O 1�4" 2 PROVIDE 30"X48" CLEAR & LEVEL FLOOR SPACE 00 1/4"WD x 1 3/8" DP FOR ACCESSIBILITY \ e SAW CUT JOINT (TYP) ° ° ° ' #3 REINFORCING BARS CANOPY COLUMN 00 ° $ AT 12" OC EACH WAY a. 3 STORE SIDE 2 , c; n _ ACCESSIBILITY PLAN W `` ` AW CUT AT 8" TANK SLAB 1 69'-0" O-T-O CANOPY SLAB23' r - COLUMN SPACING 23'-0" COLUMN SPACING ui J CJ I z o d SAW CUT DETAILS LIMITS OF CONC SLOPE TYPICAL V-0"TYP E ? Nci � J SITE CONCRETE EL 13.68 2-G6.1 ° ° ° ° ° m 6" PIPE BOLLARD, TYP. REF 2-G6.0 (NEW CONSTRUCTION) 2 EL 14.15 EL 14.15 EL 14.15 REF CIVIL DRAWINGS O° EL 13.84 ALL SIDES ALL SIDESog ALL SIDES o O I REMOTE VENT TRANSITION U _ L0 O SITE CB CANOPY B0 SUMP AND CONC SLAB O W 0 J SLAB TANK SLAB 4 10 O9 = © O5 20 10 q REF CIVIL DRAWINGS FOR LOCATION a0 P- � Z SJ EL 13.65 SJ ° DIS o5 D°SP 3 ° DISP 1 Q O \ #3 REBAR DOWELS X 36" LONG o REMOTE VENT RACK Z cy) AT 18" OC IF ADJOINING NEW Q SJ SJ SJ m O CONSTRUCTION SITE CONCRETE � •m O Q m Y Z m z EL 13.59 d LIMITS OF CONC 0 d Oz jj 11 11 11FOR REINFORCING REF p N N C Y SLOPE TYPICAL WRAPPED CANOPY COLUMN O 1 U — — — CONSTRUCTION JOINT (BELOW) _L TYPICAL REF SHEET G8.0 AND O N Z a "Q M C6 U 1 — — _ _ = �= — p g O G6.0 p U C6 i r T — '�m I Z: TI7 T�T TT� 3c) CANOPY MFR DRAWINGS U) 0 Q 0 O *ri—TTT= ,TT iv EL 13.86 J p 0 EL 13.42 0 O CONTROL JT ° O SJ SJ SJ SJ O o EL 14.33 a 0 ° > o c c 2 � 0 ° EL 14.15 EL 14.15 4 ° Q I_ 0m >.8f !(1)) 0(D , 0 bo 0 y c L 0 c 0 N O m 0 SJ SJ o ALL SIDES ° ° ALL SIDES o �� 0 0 o n E 0 0 o a ai' o o' EL 14.15 0 -0oowcc pDO-oUm 0 C? .6 ALL SIDES a �� °90- 34' 00)_002 N L C O Y L L C y.E 8"TANK 6"CANOPY 4 EL 13.86 O 0 m Q 0 3 0 �, w: 3 c m SLAB SLAB 12 11 8 Oj O 0 c o xa O o m.c 0 ° EL 13.39 o O DISP 6 DISP 4 4 3 O v y o a m y c c T� m 3/4"SMOOTH DOWELS X 24" LONG ° ° o o DISP 2 c L ?Q ^3 c D as 0 E AT 12" OC WITH EXPANSION CAP J U) 4 c° 6 a a o o Q Ca N #3 REBAR AT 18" OC EACH WAY N J �° E E a�r = o Y s i co IN CANOPY SLAB DISPENSER 48"OUT FROM 48" OUT FROM o w m pr �(7 w m E E 3 STATION ID o 2' PLASTIC CHAIRS ON EACH MANHOLE SLOPE � TYPICAL CONCRETE UP TOE DISPENSER SLOP LONGITUDAL BAR AT 4' OC SJ = SAW JOINT REF 3-G6.1 r 111 LI l LI CJ CONCRETE TO N BTM OF DISPENSER #3 REBAR AT 12" OC EACH WAY MANHOLE LID TYPICAL CJ = CONSTR JOINT REF 2-G6.1O ,i,LL,i,� STREET SIDE✓�+111 L1 IN TANK SLAB TYPICAL 0 5 3" PLASTIC CHAIRS ON EACH c k s- LONGITUDAL BAR AT 4' OC CONSTRUCTION JT 3 36'-2" 0-T-O TANK SLAB NOTE: NOTE: ALL BTM OF DISPENSER ELEVATIONS ALL TOP OF MANHOLE RINGS TO BE TO BE 1"ABOVE GRADES SHOWN. 1"ABOVE GRADES SHOWN. SLOPEONRt11 � SLOPE CONCRETE 1/4" PER FT TO CONCRETE 1/4" PER FT TO NORMAL %p CAt10 NORMAL GRADES TYPICAL. GRADES TYPICAL. 11/26/18 JOINT DETAILS SHEET: � FUEL AREA SLAB LAYOUT AND DIMENSIONAL PLAN G6 . 1 FUELING - USA CA