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SCHEMATIC PRODUCT PIPING PLAN GENERAL NOTES
<br /> ALL TANK AND SCALE: 111 10' _ ------ ----- ` ® o.
<br /> SCALE, 1" . 10 DRAWINGS M-586L1 LINE
<br /> AND M 606, SHALL BE PERFORMED AS SHOWN ON
<br /> OINSTALL FOUR (4) 10, 000 GALLON FIBERGLASS DOUBLE-WALL 0
<br /> STEEL TANKS WITH A.P.I. RONAN LEAK ALARM SYSTEM. TANKS TO BEC a N n Z
<br /> SET 48" MINIM BELOW FINISH GRADE. D ,c
<br /> C
<br /> TANKS ARE 8' NOMINAL DIAMETER AND SHALL BE INSTALLED M pEp a C Lo
<br /> APPROXIMATELY 2'-0" APART, SEE DRAWING M-586. W 0
<br /> a O 4) C
<br /> TANK ELEVATION: TO CALCULATE TOP OF TANK ELEVATION; �rEE • C O
<br /> START WITH MINIMUM DEPTH OF VAPOR-RECOVERY LINE AT THE r = ,� > 0
<br /> i FARTHEST DISPENSER AND SLOP 1/411 PER FOOT AND ADD 12" AT THE 0 C w 0
<br /> TANK. ADD 1311 (FOR 311 PIPE) OR 811 (FOR 211 PIPE) FOR A CHANGE / \ H W � o) I...
<br /> IN PIPING DIRECTION OTHER THAN 90° OR 45" . SST TANKS SLIGHTLY V e GO 0) V
<br /> �f 9 DEEPER THAN CALCULATION AS INSURANCE AND 4 FEET BELOW MINIMUM a C C1 Q W
<br /> _-. GRADE. < 3 7
<br /> � u 01
<br /> _ ---- ___ - -- --- --- O2 INSTALL REINFORCED CONCRETE TANK SLAB. SET MANHOLE COVERS • U) {A U
<br /> I f 1-1/211 ABOVE SLAB. (SLAB CROWN 1 FOOT MINIMUM CONCENTRIC. )
<br /> 1 N {n �.
<br /> ;. -- - SEE DETAILS ON DRAWING M-588. _ a 0d'
<br /> `-- O INSTALL FOUR INCH (4") FILL RISERS ON EACH TANK WITH OVERFILL �
<br /> L -T7
<br /> PREVENTION ON DROP TUBE AND MINIMUM FIVE (5) GALLON SPILL O C
<br /> CONTAINMENT BOXES (MANHOLE COVERS TO BE WATERTIGHT) . RISERS `
<br /> MUST BE OROUNDEDI SEE DETAIL ON DRAWING M-586. OI N
<br /> _ I C O
<br /> INSTALL RISER FOR PHASE II VAPOR RECOVERY AND VENT CONNECTIONS +r J
<br /> WITH EXTRACTOR TEE AND BALL FLOATS. SEE DETAIL ON DRAWING M- O C)
<br /> 586. ( ' ` P%
<br /> - - I O5 INSTALL THREE (3) 1-1/2 HORSEPOWER SUBMERSIBLE PUMPS WITH RED N i-� -_. `1 JACKET LEAK DETECTOR (MANHOLE COVERS TO BE WATERTIGHT) . .
<br /> mil X
<br /> INSTALL 211 PRODUCT LINES WITHIN 311 SECONDARY CONTAINMENT 10 O
<br /> PIPING (A.D. SMITH RED THREAD II, AMERON OR TOTAL m
<br /> -- 1 --- - --� _ CONTAINMENT) . SLOPE 1/41' PER FOOT BACK TO TANKS. SEE DETAIL
<br /> ON DRAWING M-508. Q
<br /> INSTALL 311 MANIFOLDED VAPOR RECOVERY LINES, SLOPE 1/4" PER D"
<br /> _ FOOT FROM REGULAR TANK, AND INSTALL 211 DIAMETER VAPOR RECOVERY
<br /> MANIFOLD, SLOPING 1/411 PER FOOT FROM REMAINING TANKS TO THE
<br /> - _\
<br /> REGULAR TANK. REFER TO SCHEMATIC DIAGRAM ON DRAWING M-606.
<br /> INSTALL A.P.I . RONAN TANK/PIPING MONITOR SYSTEM WITH LEAK N
<br /> - - - '\ MONI'YOR CONTROL BOX IN OFFICE (EXACT LOCATION TO BE DETERMINED Z
<br /> O IN FIELD) .
<br /> OINSTALL FOUR (4) 2" SINGLE VENT LINES (ONE FOR EACH TANK) , Jw
<br /> Op I SLOPING 1/411 PER FOOT BACK TO TANKS. REFER TO SCHEMATIC
<br /> O DIAGRAM ON DRAWING M-606. INSTALL 211 DIAMETER GALVAN17ED VENT
<br /> RISERS (ONE FOR EACH TANK) TO EXTEND A MINIMUM OF 2411 ABOVE (ry
<br /> 19 , ADJACENT STRUCTURE. SEE DETAIL ON DRAWING M-588 . _ ,a
<br /> C�4 0
<br /> 10 INSTALL CONDUITS AND CONDUCTORS AND/OR PULL ROPES FOR PUMPS, a W Qz
<br /> MONITORING EQUIPMENT, FUTURE MONITORING EQUIPMENT, AND v I-
<br /> DISPENSERS AS SHOWN ON SCHEMATIC DIAGRAM ON DRAWING M-588 . Q Z
<br /> a
<br /> � P�6 ALL CONDUITS LEAVING CLASS I HAZARDOUS AREAS SHALL BE SEALED F � V'
<br /> 1 PER N.E.C. AND LOCAL REQUIREMENTS. U ) _j
<br /> _
<br /> Now ' I UU—R$ U8—RU 8R—UUI .1 'k ' � �
<br /> 14 TYP. - _ 13 TYP. A�14 1 19 11 INSTALL ANNULAR - SPACE MONITOR (MANHOLE COVERS 'TO DE U
<br /> o }O WATERTIGHT) . SEE DETAIL ON DRAWING M-586. y J
<br /> c Ir U I 12 INSTALL 311 X 411 VAPOR CHECK VALVE AND CAP ON 411 PHASE I RISER. Q Q
<br /> SEE DETAIL ON DRAWING M-586, MUST BE GROUNDED!
<br /> 0 W V U
<br /> W
<br /> 13 INSTALL PUMP RELAYS. EXACT LOCATION TO BE DETERMINED IN 09 Q d F
<br /> FIELD. a W V Z
<br /> W a
<br /> INSTALL UNDER-DISPENSER CONTAINMENT SEE "BRAVO BOX" , + F: �
<br /> TERMINATION DETAIL ON THIS SHEET) . SHEAR VALVE ANCHOR BOX v
<br /> S 1 TYP. I I y p AND DISPENSER CONTROL EQUIPMENT (PER DETAIL ON DRAWING M-588) . ` W 4 U.
<br /> ® 15 PLACE AN ACTIVE SIPHON LINE, 211 FIBERGLASS WITHIN 3" DIAMETER Q (n '•� 0
<br /> 0 8 s SECONDARY CONTAINMENT PIPING BETWEEN THE UNLEADED TANKS. 5 O
<br /> - I a SLOPE 1/411 PER FOOT FROM THE NON-TUR13INED TANK TO THE TURBINED
<br /> TANK. REFER TO SCHEMATIC DIAGRAMS ON DRAWING M-588 . W F
<br /> 4
<br /> 7 8 ill �c7 v� > a 16 PLACE INACTIVE SIPHON LINES, 211 FIBERGLASS WITHIN 3'1 DIAMETER / � Z
<br /> ! I F SECONDARY CONTAINMENT WITH TERMINATION END CAP FITTINGS (SEE V 2
<br /> H O a DRAWING M-586) . BETWEEN THE SUPER UNLEADED TANK AND THE " F W
<br /> �( 1 . I O a 'Sf, ADJACENT UNLEADED TANK AND BETWEEN THE REGULAR TANK AND THE J Q r
<br /> ADJACENT UNLEADED TANK. ALL SIPHONS TO SLOPE 11411 PER FOOT
<br /> TOWARD THE REGULAR TANK. REFER TO SCHEMATICS ON DRAWING M-25 588 ,
<br /> F a
<br /> Now UU—RS1.211- -111F $R—UUI a �4 17 PROVIDE A STATIC GROUNDING SYSTEM. AS SHOWN ON DETAIL ON • V
<br /> DRAWING M-606, V Z
<br /> ----._ o
<br /> ISI -- - - - - - I' 18 INSTALL PIPING LEAK MONITOR AT LOW POINT. (TYPICAL AT EACH + m
<br /> PIPING SUMP) SEE DETAIL ON DRAWING M-586. �t yO
<br /> \\^\ 19 INSTALL TWO (2) INSPECTION WELLS AS SHOWN ON i a u e
<br /> "= DRAWING M-588. A• V1 .W
<br /> V
<br /> - ---'- - O SHEET T FOR
<br /> _ 20 REFER TO SUPPLEMENTAL GENERAL CONDITIONS, 2, a C ° �a=_
<br /> 1 C4
<br /> ADDITIONAL INFORMATION
<br /> --- AND SPECIFICATIONS
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<br /> LEGEND: C3CC
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<br /> ( STATE HIGHWAY 120 ) NENCONCRETE —� z•PPE No CONNECTION0 O C E Fe$ U)— zuu P,LxXEAo rm..w5 NEW A.C.PAVEMENT —r— NEW ELECTRICAL CONDUIT U)
<br /> 5 Pf(CNUEtFED B+'MAVa .-- —J •-/
<br /> No. Date Revisionielon Witt
<br /> UNDERGROUND • FILL RISER
<br /> PRODUCT TANK p TUREINE IPUMPI STATUS INUDATE BLpO.TYPE DESIGN BY
<br /> BEFORE YOU DIG 2.7 MOD, FWH O
<br /> REO or R REGULAR SPANISH,
<br /> FH FIRE HYDRANT!CLOSEST) DRAWN 9Y Z
<br /> ,cacao of% - . SUP or S SUPER UNLEADED EITHER ON PROPERTY OR IN CALL TOLL FREE: (800) 642-2444 B.G.E., Inc. Engr. Review ❑ /—_ — „
<br /> f�'iies aP - DIRECTION
<br /> UNL o, U UNLEADED OF NEAREST ONE -- R.H„ 2 R.R. ff• IL.M.)
<br /> "UNDERGROUND SERVICE ALERT" _ T WxfD
<br /> &aaE+ ARCO STANDARDS USED: Permit Submittal
<br /> Eo>a-,oP<u,fA:wE.r xom STL STEEL (MINIMUM ADVANCE NOTICE OF 43 HOURS REQUIRED) —/ 55' - 581 Q
<br /> 4sfN unNUFAf[UAFN n9 ALE%f4`n2[IM R 11)
<br /> SHEET DESCRIPTION REV p_ATts W MAIN waieR SHUTOFF REFERENCES Plan/Permit Approval 0— If - - SPANISH saver
<br /> NOTE: sic sre mAx,oP x,;Nuu SECTION caste. E MAW ELECTRICAL PANEL ISLICANOPY �1 ��
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<br /> roll Pxo rums M-58G TANK INSTALLATION DETAILS E G-19-90 0 � C MATIC OR OTHER MERGENCY 1. TITLE 8, ARTICLE 6, 1540, (a), 1 Bid Document - - L
<br /> PU SHUroFF sxtTEN S. ❑—I 8 (4)IOM G,
<br /> M-58S SUPP. TANK INSTALLATION DETAILS E 6-19-90 nsa�Ffs couNTER DIVISION INDUSTRIAL SAFETY, CONSTRUCTION SAFETY ORDERS TANKS •1
<br /> DISPENSER PIPING TERMINATION DETAIL M-606 WASTE OIL TANK 8 COAXIAL DETAILS E 6-i9-90 ON INSIDE MILL 2. RULE 7110, CONTRACTORS LICENSE LAW ConatrucUon Release ❑_/_ - - OF� V
<br /> FAC. #6020 �
<br /> � I
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