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ADDITIONAL ADDITIONAL <br /> REINFORCEMENT w REINFORCEMENT ro <br /> O > a u R'Jm T -6 z i'-6 \ L2 C <br /> I 1 za o > a op (TYP. f rm (TYP.) <br /> aN al s°- a <br /> ,,,r'„t'p..: n-M:-i •e,�. •�'a ,. T y;_'.,� ,,—.+ to <br /> Q NEL DISPENSER 65 OR Io V„ - j M LOS U <br /> MNEL DISPENSER BASE, <br /> ct <br /> GO to <br /> O 370 FRP. PIPE S Z O q 4] <br /> U roes <br /> oIz <br /> rz <br /> OD <br /> 3 S / RUN PRODUCT PIPING ;r g W <br /> VH U 2 CONDUIT INICOPPOSIM CF1 U w y <br /> 3'0 V.R. D PENSERS ( O <br /> E1YP. Q a Q ^3 J 4" <br /> CONCRETE TANK SLAB SECTION w= �� RP. PPE PJQ SEE PIPING N; <br /> SCALE: 3 8 =1 -0 U� 3'0 FRP. PIPE U 5 <br /> 3'0 V.R. '� IT f�':I$IGiG F <br /> FRP. PIPE <br /> MANIFOLD RISERSU <br /> p® F �? <br /> 4 O <br /> W/ PV VALVE 3'0 PRODUCT VR <br /> - IRP. PIPE <br /> f 2 r rurn.. <br /> 3" CLEAR (TYPICAL) s � U <br /> VENT RISERS F_X I / B Q a�J( LYN/y <br /> SEE SITE PLAN FOR ACTUAL LOCATION. 1 3'0 FRP. PIPE 0 / F <br /> INSTALL MAXIMUM SLOPE FROM TANK 3"0 PRODUCT FRP, PIPE D 4 <br /> #4 BAR 0 18" O.C. 1 I-1 I I — 1— UP TO VENT RISER. (MIN. SLOPE 1/4'/FT.)' <br /> EACH WAY., 2" FROM I- SEE + <br /> TOP OF SLAB I I- F R SLOPE VAPOR RETURN LINE 1/4' FRP. PIPE VR <br /> -I-I- PER FT. MIN. GOWN TO LOWESTOPENEWAL6 �Qp` <br /> REGULAR UNLEADED TANK. 3 J. <br /> REGULAR ` <br /> TE <br /> NOTE: qTF OF FO�� <br /> og FIBERGLASS SUMP CP pi I' <br /> SHOWN IN BECTON11"..... <br /> n <br /> R. <br /> Fe V <br /> CONCRETE <br /> FOR CLARITY. <br /> FRP. PIPE (TIP.) <br /> TANK SLAB ONS <br /> 'p (fyp. O i) BUMP 6 3 © REV# DATE COMMENTS <br /> �� ` (TYP. °F 2) SEE F-}I �D F-al <br /> 36" MULTI PORT MANHOLE W/ 2 2 <br /> 40 — 0 E PROOUCi MNES <br /> LIQUIDTIGHT FILL BOXES & TLM }•0 VENT ,,r 1 4 PER FOOT MINIMUM <br /> nng <br /> ACCESS HOLE FRP. PIPE P 12119M Planning Commission He Com <br /> 22 OM DISPENSERS TO TANK (TN.) <br /> 11119!03 Revise0 Per Health Debt Cemmems <br /> 3'0 VENT <br /> FRP. PIPE, <br /> 1 <br /> —III—I 3'x3'x3' F.R.P. TEE �i ., NOTE: THIS ISOMETRIC DRAWING IS FOR PROTOTYPICAL REFERENCE ONLY. <br /> 3'0 V.R. / CONTRACTOR IS RESPONSIBLE FOR CORRECT SITE—SPECIFIC INSTALLATION OF <br /> #4 BAR HOOP GRP. PIPE v .Y0 V.R. t-3.4 v,R. <br /> TIED TO #6 BARS. - I �- - I—I - - FRP. PIPE 1f FRP. PIPE 31 ALL UST PIPING INCLUDING PROPER GRADE ORIENTATION AT DISPENSER INLETS. �� ■ <br /> (TYP.) - -I I- V i <br /> SUPREME <br /> SEE SITE PLAN FOR <br /> 137 SUpRE EXACT INSTALLATION LOCATION <br /> 8" SECURED MANHOLE <br /> U ME OF STORAGE TANKS, <br /> ID MARKER 34 <br /> NLEADED <br /> Recu �— <br /> UNLe Deo <br /> o MANHOLE 2-#8 BARS, EA. SIDE OF MANHOLE, <br /> 45" 0 COMPOSITE UNDERGROUND TANK AND PIPING ISOMETRIC ® IREFER -NCE ONLY v <br /> 5'-0" 2' FROM BOTTOM OF SLAB <br /> MANHOLE 50. TYP. TYP. SCALE: NONE <br /> CONCRETE TANK SLAB PLAN 2-#8 BARS, 9'-0" LG.EA. SIDE OF MANHOLE z i-1 <br /> 6 NOTES <br /> CONCRETE SLAB AND REINFORCING FOR 10' DIAMETER 20,000 AND 15,000 GAL. TANKS (2 SUMP/TANK) <br /> SLOPE 3"0 VAPOR RETURN LINE 7. TYPICAL PIPING LAYOUT SHOWN FOR MULTI—PRODUCT DISPENSERS. SEE PLANS FOR SPECIFIC <br /> NO SCALE <br /> /4" PER FT. MIN. DOWN TO DISPENSER TYPE AND CONFIGURATION FOR THIS SITE.BOLTED REMOVABLE COVER LAST REGULAR TANK, 2. ALL PRODUCT UNES ARE TO BE SECONDARILY CONTAINED. _ <br /> (BOLTING REMOVABLE FROM INSIDE ONLY) TO VENT 3. EVERY TANK CONTAINMENT SUMP AND DISPENSER CONTAINMENT SUMP SHALL CONTAIN A DIG <br /> LOUVERS RISERS SENSING PROBE, <br /> 4. NOT USED <br /> 5. PERPENDICULAR PENETRATIONS OF THE CONTAINMENT SUMPS ARE PREFERRED. 15' <br /> IS THE MAXIMUM <br /> ® <br /> ELASTOMERIC JOINT FILLER <br /> ALLOWABLE PENETRATION ANGLE. • � <br /> TOOLED TO 1/2 6. SPARE ELECTRICAL CONDUITS MUST BE SEALED, <br /> USED ONLY, 1/2" RADIUS 2"0 V.R. <br /> (J 7. SEE SHEET E-1 FOR ELECTRICAL CONDUIT LAYOUT. z <br /> SAFEVIAS 8. OBTAIN WRITTEN APPROVAL FROM CHEVRON FOR LESS THAN 1/4" PER FOOT SLOPE ON PRODUCT, <br /> 3"0 V.R. VAPOR AND VENT LINES. <br /> `1111 111 � <br /> ° . OR 1/4 SLAB DEPTH 9. TANK RISERS AND DISPENSER PIPING MUST BE ADDRESSED AS FOLLOWS FOR TANKS CONTAINING <br /> GO a� '4 FILL WITH SEALANT 2"m V.R. GASOLINE: <br /> iv g ` <• Q a•. • ANNULAR SPACE RISER MUST BE SCHEDULE 40 GALVANIZED PIPE THAT IS PRIMED AND WRAPPED. <br /> 1 3"0 V.R. • FILL, VAPOR AND TANK LEVEL MONITOR MUST BE SCHEDULE 40 GALVANIZED PIPE. EACH RISER _ <br /> COMBUSTIBL SUp MUST BE PRIMED AND WRAPPED IF BACKFILL IS TOUCHING THE RISER. ^ U\! <br /> • TURBINE RISER MUST BE SCHEDULE 40 BLACK IRON PIPE. y <br /> NO SM )KI 3 B,. UNLEADED / <br /> REGU • ALL STEEL DISPENSER PIPING AND FITTINGS MUST BE SCHEDULE 40 BLACK IRON PIPE. <br /> UNLEADED DOR FMLATIONED INSTALLATIONS, REFER TO VEEDER-ROOT, F.E. PETRO AND RED JACKET ({� <br /> 4" SQ. GUARD POST GUIDELINES. tu .� <br /> 28 <br /> LATERAL SUPPORTS EACH CO UNLEADED 12 TEST3ALLV VAPOR RECOVERY LTO CHEVRON THE <br /> ST/ANDAY ARDKCONSTRUCTIREGULAR <br /> ON USPECFICATIONS w <br /> 250 GAL. ABOVE GROUND WASTE OI K 3 TOOLED CONTROL JOINT ANIFOLDED REGULAR UNLEADED TANKS 0 <br /> SCALE NO SCALE SCALE: NONE <br /> JOINT SEALER CONCRETE TANK .SLAB DISCONTINUE RE-BARS 0 -�` t�t •� <br /> #4 BARS 0 18" O.C. CONSTRUCTION JOINT {.+ 1 <br /> CONCRETE YARD SURFACE EACH WAY. " SERRATED <br /> OR A:C. PAVING AS OCCURS--\ �+ Ir- <br /> EDGE TO 3/8RADIUS (BOTH SIDES) FLANGED NUT <br /> BEFORE REMOVING BULKHEADFILL (Typ,) <br /> 1:4 SLOPE WITH ELASTOMERIC JOINT FILLER STAINLESS STEELU, 4 ,0 .a0 NPROVIDE BOND BREAKER CLAMP <br /> d •• . �- • 1. USING COMPRESSION RING AS A GUIDE, DRILL PIPE/CONDUIT HOLE AND BOLT C- <br /> °• i w 'd , ° ,• k HOLES THROUGH SUMP WALL PER TABLE BELOW. <br /> •d o ° 4 4 ° •'4 • 2. ASSEMBLE PARTS AS SHOWN ABOVE. UNIFORMLY TIGHTEN ALL BOLTS & . n <br /> AGGREGATE ° � 4 STAINLESS STEEL CLAMP TO 50-IN.LBS. TORQUE. <br /> BASE <br /> COMPACTED � ENTREY BOOT NORMAL HO SIZE <br /> BOLTHOLELE <br /> SUBGRADE \ \\\/ /\ x + z UNDERGROUND STORAGE TANK AND PIPING <br /> 10 WEA4DR-1.2 3/4"0 CONDUIT 3" 5/16"0 ISOMETRIC,TANK SLAB SECTION AND DETAILS <br /> PROVIDE NON—DONDING (MIN. 3/4") WEA4DR-1.4 1"0 CONDUIT 3" 5/16"0 <br /> \ PEA GRAVEL BACKFILL WEA80R-2.6 2"0 FRP PIPE 4 1 2 5 16"0 <br /> MATERIAL 0 VERTICAL l�3/4"z1B" SMOOTH DOWELS 2'-0" PIPE OR / / DCI PROJECT NUMBER A01A26.03 <br /> FACE OF FIRST POUR 012" O.C. GREASE END IN FIRST CONDUIT WEAI0DR-3.7 3"0 FRP PIPE 4 1/2" 5/16"0 <br /> POUR — LOCATE 0 CENTER OF SLAB (TYP. 0 EA. SIDE OF JOINT) <br /> DRAWN: JM CHECKED: IO <br /> "X" : CONCRETE SLAB THICKNESS X + 2 SEAL ENTRY BOOT CONNECTION <br /> PEA GRAVEL BACKFILL 5 TO CONTAINMENT SUMP DATE: 05IOiN3 APPROVED: JA <br /> FL <br /> NOTES: FLEXIBLE ENTRY BOOT <br /> 1. DO NOT USE KEYED CONSTRUCTION JOINT FOR SLABS LESS THAN 6" THICK. INTERIOR OF SUMP SCALE: AS NOTED <br /> WALL <br /> 2. USE PLASTIC OR METAL FORMS FOR KEY. WOOD CAN BE USED ONLY IF THE <br /> BACK SIDE OF KEYED FORM IS SAW—CUT.. <br /> 4 TANK SLAB EDGE 2 CONSTRUCTION JOINT 1 SUMP ENTRY DETAIL 2 ' 1 <br /> NO SCALE NO SCALE NO SCALE <br /> SHEET NUMBER <br />