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GENERAL NOTES: 41 . <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 HARRISON FRENCH <br /> INDICATED OTHERWISE IN THE GRADING PLAN. <br /> & A SSO 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 /> w zw <br /> w w <br /> W J W—2 00 <br /> > >aFaOwo } <br /> w �H cn�Z OZ(n a <br /> (n F O a w a 2 <br /> 6 <br /> W a(nom W�OUH =Z <br /> o°~00 w>wOFa <br /> I O �" o�ox�a000Q <br /> IL a=',W ww,�O-GHJ <br /> I z a�oa-,aowL°IfWa= <br /> O � nnwR w�za��� <br /> w a m Z w a w U w w Z b< <br /> a o�w0x�www?��� <br /> �az-wawoo �aoz <br /> U) F O 00 0 LL 0�d d w 0 d°O <br /> O <br /> I c <br /> I I � <br /> N <br /> ti <br /> O <br /> a N C� W <br /> v � Zca <br /> zw JZ <br /> - � - - - - - - - I- o � LU <br /> 0 <br /> � � � � <br /> I I � <br /> ®r.— D <br /> N I v� <br /> O <br /> STANDARD TANK LAYOUT - PLAN VIEW <br /> ALL CONDUIT PENETRATING ? OFESSIp� <br /> �� <br /> ALL SPILL BUCKETS TO INCLUDE SHROUD SUMPS SHALL TURN UP 90° p'N S <br /> BOOTS,WATERTIGHT&GASKETS AND TERMINATE 8 INCHES Q' Gym <br /> ADDITIONAL RE-PIPING WORK MAY ABOVE SUMP SEAM <br /> F-12 INCLUDE OTHER TANK TOP WITH CONDUIT SEAL-OFF 3 94 <br /> REPLACEMENT OF EQUIPMENT- <br /> DIESEL SINGLE PORT DTL-1 FUEL CONTRACTOR TO VERIFY <br /> LID AND SPILL BUCKET NOTE:REINFORCED CONCRETE SLAB TO BE 8"MIN.THICKNESS BY G.C. �'j 21� GP <br /> BRINE RESERVOIR EXISTING SUMP EXISTING SUMP 2 GOOF CA !Sj 00' <br /> SENSOR <br /> a a <br /> 4 - <br /> II BR-113 <br /> II L8" REINFORCED <br /> I E: — —II — II— — CONC. SLAB L — —1 — <br /> BR-104 II I I <br /> II I I <br /> BR-107 Q <br /> 3"OVER 2"FRP BIO-DIESEL MIX LINE II <br /> °7 I TANK COLLAR ADAPTER <br /> 3 <br /> QI 42"TANK COLLAR(VERIFIY DIAMETER) ISSUE BLOCK <br /> J EXISTING DIESEL EX/ST//I/G 06-28-21 REV 2 <br /> Lu <br /> VENT RISER 20,MG,9LL0/V T4N),r <br /> CD FF-511 D/ESEL <br /> #4 REBAR x 6-0"LONG TYP. I LIQUID SENSOR <br /> BY G.C. (BEYOND)IN 2" <br /> SLOTTED FRP PIPE <br /> I \X/ <br /> I <br /> � I I <br /> N I STORE NO. 223 <br /> LL <br /> lks <br /> DOCUMENT DATE: 04.15.20 <br /> p I CHECKED BY: BKH <br /> A; I DRAWN BY: WWB <br /> c> I PROTO CYCLE: 01.01.20 <br /> Q — — — J <br /> L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br /> EXISTING DIESEL <br /> TANK LAYOUT <br /> 6'-0"(TYP) <br /> LO <br /> o III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III <br /> E J <br /> QO <br /> do N <br /> CD <br /> co STANDARD REINFORCING AT STANDARD UNDERGROUND STORAGE TANK W/CONNECTION DETAILS - ELEVATION VIEW <br /> N 2 SLAB OPENINGS NOT TO SCALE 1 <br /> O NOT TO SCALE SHEET: <br /> N� F-8 <br /> � z <br />