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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 /> ,www.hfa-ae.com <br /> - - - — — — — — — — — <br /> SENSOR CONDUIT _ > <br /> w zw w <br /> POWER TO ANNULAR <br /> W Z) �a��zozcn a <br /> (n w <br /> SPACE MANHOLE <br /> VACUUM SENSOR 1" POWER CONDUIT BR-113 a 0 t W a p 0-W U 0 z N <br /> W u, <br /> 1" <br /> TO BUILDING w� -zL,aw�Oz <br /> z LLa 00v <br /> H O a w�O w���a w <br /> CONDUIT DOUBLE WALLED SUMP W a Q�z w�W=ao O ow F <br /> wo--w�za <br /> BR-1 07 BR-108 VACUUM ZONE CONNECTION O 0 0 a 6 o 0 O>w w w o o <br /> J �U 0`1 O Q W w}Wo w v�} <br /> Z w W 7 z H w w J o Z O <br /> w IL <br /> FF-512 BR-113 BR-114 a wQ_m1w<1bwwzb< <br /> DOUBLE WALLED SUMP <br /> �zz�waWoOO<Oz <br /> = Oaooofwzcif wo <br /> (n roOowowaawoao <br /> FRANKLIN FUELING — <br /> EZ FIT 90° ELBOW / \ <br /> FRANKLIN FUELING (TANK END) <br /> EZ FIT CLAMP <br /> FF-203 c <br /> N <br /> VACUUM SENSOR c <br /> 00 <br /> MODULE a' <br /> OVEEDER ROOT 794380-208 LIQUID \ N <br /> SENSOR SUMP IN 2 SLOTTED FRP <br /> / 4" DW LCX REMOTE 4 (e) c <br /> n <br /> TEMPERATURE SENSOR SLEEVE/ / \ \ FILL LINE N (V <br /> I Lu <br /> HYDROSTATIC SUMP SENSOR <br /> EXTEND PIPE TO U `_ <br /> AVOID PROBE RISERHI I W z <br /> 4x4x3 BLACK IRON TEE � 1 1 ~ <br /> UM-008 3"OVER 2" FRP BIO-DIESEL MIX LINE \ 0 O O <br /> O ui <br /> PRE-ASSEMBLED SEND TO DIESEL TANK SUMPS _ Z) 0 <br /> #4 REBAR x 6'-0"LONG TYP. BIO-DIESEL MANIFOLD \ <br /> BY G.C. BLACK IRON TEE BR-105 <br /> O <br /> FOR ACCESS VACUUM TUBE CONDUIT 3/4" SENSOR CONDUIT <br /> TANK VENT SEAL OFF REQUIRED BEFORE J-BOX TO STP SUMP TO BUILDING y <br /> c� } PIPE UNION / BR-107 <br /> ~ 3" OVER 2" FRP ® - <br /> 11-S2" BLACK IRON ELBOW O <br /> L � � _ � VEEDER ROOT 794380-208 LIQUID ®r.— D O <br /> SENSOR SUMP IN 2" SLOTTED FRP PIPE y <br /> I BR-107 VACUUM SENSOR <br /> �Q1 TO JUNGE POWER CONDUIT <br /> 2"CONDUIT FOR VACUUM TUBING <br /> S\ff,00000 <br /> TEST PORT VALVE INSTALLED SO TERMINATION FITTING W/TEST PORT <br /> THAT PORT IS AT 4 OR 8 O'CLOCK (TYP) O <br /> POSITION <br /> 6'-0"(TYP) O <br /> STANDARD REINFORCING AT /� DIESEL STP SUMP LAYOUT &5 <br /> DIESEL FILL SUMP LAYOUT <br /> 3 <br /> SL <br /> LAB OPENINGS NOT TO SCALE T NOT TO SCALE NOT TO SCALE <br /> VR-102 2 <br /> HYDROSTATIC SUMP SENSOR <br /> TYP BOTH SUMPS ALL SPILL BUCKETS TO INCLUDE SHROUD <br /> BOOTS,WATERTIGHT&GASKETS <br /> QFtOFESS/p <br /> ALL CONDUIT PENETRATING F-9 <br /> EXPLOSION PROOF SUMPS SHALL TURN UP 90° 36"MANHOLE COVER STRIKER PLATES BELOW ALL rF-9 ���p.N S F2c <br /> DTL-4 TANK OPENINGS BY TANK DTL 5 <br /> AND TERMINATE 8 INCHES AND RING FF-300 <br /> J-BOX(MOUNT FLAT) MANUFACTURER <br /> ABOVE SUMP SEAM EXPLOSION PROOF <br /> WITH CONDUIT SEAL-OFF / J-BOX 3094 <br /> 8" CONCRETE <br /> SLAB SEAL-OFF <br /> ° • = Q � • = gid - _ _ (� <br /> - - - PEA GRAVEL - - - - - - - •- - - - - _- �- <br /> = BACKFILL TYP (OR d — OF CgL�F <br /> APPROVED FF-203 <br /> ALTERNATE) FF-512 —ATG PROBE RISER 3 2021.09.08 15:56:50-05'00' <br /> BR-113 REF 2/F12 <br /> z CONDUIT WITH SEAL OFF <br /> Alw� SEAL-OFF TYP LBY FITTING BR-107 <br /> m VR-102 BR-108 <br /> Q VACUUM SENSOR TANK VENT RISER <br /> � MODULE <br /> TANK COLLAR <br /> BRINE LEVEL BRINE TANK <br /> _LSI _ RESERVOIR <br /> FF-304 ISSUE BLOCK <br /> z PRE-ASSEMBLI 2%_ <br /> < /// �� PIPE MANIFOLD 0 06-28-21 REV 2 <br /> Lu <br /> /j \\ 007-27-21 REV 3 <br /> \\ <br /> \\ � 08-05-21 REV 4 <br /> 09-07-21 REV 5 <br /> CD � �� SII TANK RIB ZL <br /> II OUTER TANK WALL <br /> o o II <br /> SII I <br /> INTERSTITIAL SPACE <br /> \\ �� FILLED WITH BRINE <br /> INNER TANK WALL 3DDDD GALLONTA/I//f STORE N0. 223 <br /> o DOCUMENT DATE: 04.15.20 <br /> o � / B/O-D/ESEL CHECKED BY: BKH <br /> ii <br /> •� - - — DRAWN BY: WWB <br /> W _ <br /> �, a a d _ <br /> PROTO CYCLE: 01.01.20 <br /> c N o z °°. 12"THICK BEDDING =a► _4- <br /> C-4 PEA GRAVEL <br /> — DIESEL <br /> I_ TANK LAYOUT <br /> — — <br /> fn <br /> D a) <br /> �a LIF: a <br /> > II <br /> EJ <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�ti TANK RISER LAYOUT WITH SHIPPED F <br /> _� <br /> g TANKS PRIOR TO INSTALL. <br /> z <br />