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GENERAL NOTES: . <br /> 1. TANK SLAB SHALL BE PER PAVING SITE PLAN. <br /> 2. SET ALL MANHOLE COVERS LEVEL. <br /> 3. RAISE MANHOLES 1"AT MINIMUM GRADE DIFFERENTIAL AND 4"MAXIMUM <br /> DIFFERENTIAL FROM SURROUNDING SLAB <br /> 4. CONCRETE SLAB SLOPE SHOULD BE APPROXIMATELY 1%TO 2% UNLESS <br /> INDICATED OTHERWISE IN THE GRADING PLAN. HARRISON FRENCH <br /> & A S S O C I ATE S , LTD <br /> 5. AVOID DRAINAGE RUN-OFF OVER THE TANK AREA. MAINTAIN WATER <br /> FLOW LINES AWAY FROM MANHOLES. REFER TO GRADING PLAN. 1705 S.Walton Blvd.,Suite 3 <br /> Bentonville,Arkansas 72712 <br /> 6. NO TRAFFIC LOAD WILL BE ALLOWED IN THE FIRST SEVEN DAYS. t 479.273.7780 <br /> f 888.520.9685 <br /> J www.hfa-ae.com <br /> J_ z <br /> LL Of <br /> W W W <br /> 00 w U w z W w <br /> w m mED <br /> a <br /> 4" DW LCX PIPING FOR 4 j ?Q F Q o <br /> z <br /> J O J REMOTE VAPOR (n _ oa°a=�� <br /> SIPHON LINE J J a J D oar nwD0L) �wZ <br /> z 0- ¢ w w o����=o`-owia <br /> TO EXISTING UNL SIPHON LINE Z) cn > FILDL\LINEX PIPING REMOTE °a-I Z . <br /> aw <br /> ° aQ�Z =ooW°Q <br /> BR-114 z >a�_0 a_ou,W.Sof wa= <br /> O 3: w P:wTzz1w i- <br /> LIQUID SUMP SENSOR Q z u: z w w w-h o z° <br /> IN2" FRP SLEEVE J awazW�LL��wCDrLO Of <br /> LIQUID SUMP SENSOR IN 2am I " _ co a Z o ofof¢w`U"a w<' <br /> 110 SLOTTED FRP PIPEx 0 0 0 U-0 U-0- a o <br /> =zoao�o��z��o <br /> 3" FRP BELL X MALE Jw <br /> BR-113 <br /> � \ FITTING \ <br /> (TANK END) 3" EZ FIT-TRANSITION—`--, <br /> RANSITION � DOUBLE WALLED SUMP <br /> / \ (FRANKLIN FUELING) (TANK END) <br /> o <br /> N <br /> w 71 <br /> O <br /> / \ 3" PRIMARY FRP ELBOW rn <br /> o <br /> \ SEAL OFF REQUIRED BEFORE J-BOX 3" FLEX CONNECTOR � BR-107 <br /> (FRANKLIN FUELING) C`7 '^ o <br /> BR-107 ccz/ EZ FIT CLAMP EZ FIT CLAMP OkiN v <br /> I I I (ZIP TIE KEY) I <br /> BALL VALVE IN RISER O 4X4X3 BLACK IRON TEE U z <br /> (ZIP TIE KEY) <br /> 4X4X3X2 BLACK IRON j 4X4X3X2 BLACK IRON Lj J z <br /> \ CROSS FITTING I CROSS FITTING z <br /> \ 0 0 LLJ <br /> Lu <br /> #4 REBAR x 6'-0"LONG TYP. \ 2" FLEX CONNECTOR 2" FLEX CONNECTOR w <br /> BY G.C. \ \ \ (FRANKLIN FUELING) EZ FIT CLAMP (FRANKLIN FUELING) U) a <br /> (ZIP TIE KEY) C <br /> VACUUM TUBE CONDUIT y <br /> TO FILLNENT SUMP VACUUM TUBE CONDUIT 2" FRP BELL X MALE <br /> \ / TO STP SUMP \ / FITTTING <br /> \ � � 2" FRP BELL X MALE \ � <br /> > a <br /> IN Ali FITTTING Q 1 <br /> 10 *111111< <br /> S. BRAVO SYSTEMS SUMP S. BRAVO SYSTEMS SUMP <br /> ENTRY FITTING ENTRY FITTING <br /> \ff,00000 <br /> cO VAPOR 3" OVER 2" FRP TO VENT SUMP 3" OVER 2" FRP <br /> RECOVERY LINE <br /> 6'-0"(TYP) 1 1 O <br /> STANDARD REINFORCING AT REGULAR UNLEADED STP SUMP LAYOUT REGULAR UNLEADED ILL SUMP LAYOUT <br /> 3 <br /> SLAB OPENINGS NOT TO SCALE T NOT TO SCALE NOT TO SCALE <br /> VR-102 2 <br /> HYDROSTATIC SUMP SENSOR ALL SPILL BUCKETS TO INCLUDE SHROU 1 <br /> TYP BOTH SUMPS 1 BOOTS,WATERTIGHT&GASKETS <br /> FF-306 <br /> ALL CONDUIT PENETRATING F-11 STRIKER PLATES BELOW ALL F-11 �OfM3 <br /> N S S�O,�EXPLOSION PROOF SUMPS SHALL TURN UP 90° 36"MANHOLE COVERAND TERMINATE 8 INCHES AND RING DTL-4 TANK OPENINGS BY TANK 36"MULTI-PORT LIDDTL 5 � ����J-BOX(MOUNT FLAT) ABOVE SUMP SEAM MANUFACTURER AND SPILL BUCKETSZmEXPLOSION PROOF <br /> WITH CONDUIT SEAL OFF J BOX 094 <br /> 8" CONCRETE — <br /> .- SLAB <br /> a 84 <br /> 4 _ = - °a - _- - _ A <br /> a PEA GRAVEL <br /> Q� <br /> = BACKFILL TYP (OR <br /> APPROVED HYDROSTATIC SUMP SENSOR <br /> ALTERNATE) 3 2021.09.08 15:55:48 05'00' <br /> I ATG PROBE RISER I I <br /> EXPLOSION PROOF J-BOX REF 2/1`12 <br /> I I I <br /> Al CONDUIT WITH SEAL-OFF <br /> } SEAL-OFF TYP I BR-113 I <br /> m VR-102 <br /> XD <br /> z Q I BR-107 I I <br /> � i TANK COLLAR I I <br /> 0 BRINE LEVEL BRINE TANK r <br /> p RESERVOIR <br /> z �� FF-304 ISSUE BLOCK <br /> // \\ <br /> 06-28-21 REV 2 <br /> LIQUID SENSOR 2 07-27-21 REV 3 <br /> w \\ (BEYOND)IN 2" <br /> / \\ SLOTTED FRP F I 1E30 08-05-21 REV 4 <br /> o / <br /> O TANK RIB <br /> 4 09-07-21 REV 5 <br /> LL ui I <br /> II OUTER TANK WALL <br /> o o II <br /> SII I <br /> INTERSTITIAL SPACE <br /> \\ // FILLED WITH BRINE <br /> // INNER TANK WALLLL <br /> STORE N0. 223 <br /> 00019,9LLON7,,9/IN`( DOCUMENT DATE: 04.15.20 <br /> o \\\IN � REGULAR UNLEADED CHECKED BY: BKH <br /> •� - - — DRAWN BY: WWB <br /> LL _ <br /> a _ <br /> PffOTO CYCLE: 01.01.20 <br /> CO <br /> c`I -_ 12"THICK BEDDING =a► __a_ <br /> = a = -4 (PEA GRAVEL) a_ _- <br /> � U <br /> — SIPHON <br /> I_ REGULAR UNLEADED <br /> TANK LAYOUT <br /> > iI <br /> 0_j <br /> 0-O <br /> N CDTANK CROSS-SECTION DETAIL <br /> N C) STANDARD UNDERGROUND STORAGE TANK W/CONNECTION DETAILS - ELEVATION VIEW NOTE: <br /> N N 2 NOT TO SCALE <br /> 0 1 NOT TO SCALE FUEL CONTRACTOR SHALL VERIFY SHEET: <br /> 00 Q� TANK RISER LAYOUT WITH SHIPPED F- 11 <br /> a, g TANKS PRIOR TO INSTALL. <br /> U) z <br />