INSTALL_2000 TANK TOP UPGRADE - Laserfiche WebLink

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4. - PIPING PENETRATIONS: ALL PENETRATIONS OF THE SUMP TO BE ON A LINE TOWARD THE CENTER 8. - DROP TUBE CRITICAL DIMENSION: THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO. Sheet OF THE SUMP TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD AND COMPRESSION FITTINGS CONTRACTOR WILL BE REQUIRED TO REINSTALL AT OWN EXPENSE OR WILL BE BACK CHARGED X71 het Notes AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE FOR EXPENSE TO CORRECT INCONSISTENCIES. 1. - SUMP PIPING PENETRATION$: THE SUMP SIDE WALLS MUST BE SEALED IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY 9. - METHANOL COMPATIBILITY: FOR ALL METHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY SUMP PIPING PENETRATIONS SHALL BE MADE USING BULK HEAD FITTINGS 5. - TESTED WITH STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ACCESSIBLE COMPONENTS WHICH ARE NOT METHANOL COMPATIBLE FOR THE IMMEDIATE ('ENVIRON'). PENETRATIONS COMPRESSION BE MADE ARE FITTINGS WITH SEAL-OFFS. NSTALLATIONGCHECKHLISTWBEFOREENGINEER MUST SIGN OFF CONTRACTOR WILL BE PAID. THIS TESTING ON THE TANK INTENDED SERVICE SHALL BE RETROFITTED INTO THE STORAGE SYSTEM. (I.E. ENVIRON). 10. - MANHOLE CROWNS: ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH 2. - SIPHON PIPING: 6. - FILL AND VAPOR CAP HEIGHT TO GRADE: THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO. A i-1Q2" CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE HEIGHT OF PENETRATIONS INTO SUMP FOR SIPHON PIPING VARY BETWEEN TANKS. CONTRACTOR WILL BE REQUIRED TO REINSTALL AT OWN EXPENSE OR WILL BE BACK CHARGED FOR SEE S CTION A ON DWG. TK3-5. THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN SEE DETAILS #6, #7 & #8 ON DWG. TK3-2 FOR TANK SIPHON PIPING DETAILS. EXPENSE TO CORRECT INCONSISTENCIES. OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKUST BEFORE CONTRACTOR WILL BE PAID. 3. -PIPING TESTING: TESTING OF THE SECONDARY CONTAINMENT PIPING IS REQUIRED, THE 7. - TURBINE SUMP SENSOR: SEE SHEET TK4-2, DETAIL #1 FOR LIQUID SENSOR DETAILS. SENSOR TO 11• - U.G. CONDUIT: ALL U.G. CONDUIT TO TANKS SHALL BE RIGID STEEL GALVANIZED (RSG) SEALING BOOT IN THE SUMP IS TO BE INSTALLED WITH THE VALVE TURNED DOWN. BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PE ETRATION INTO SUMP IS MADE AND BELOW SCHEOULE 40, AFTER NG 0 THE THE VALVE ISR TO BE PIPING TO ALLOW DRAINAGE OF THE SECONDARY LOWEST PENETRATION FITTING WITHIN SUMP AREA.R. 12. - RISER GROUNDING: RISER GROUNDING: ALL RISERS IN THE FILL SUMP AND THE ANNULAR C (d SPACE RISER SHALL BE GROUNDED AND BONDED PER DETAIL #4 ON DWG. TK4-2. C. ^� ®ry TANK LEVEL GAUGE t0.. U V/ 0 t!1 INACTIVE SIPHON NOTE TO CONTRACTOR C I (IF INSTALLED) SLOPE AS SHOWN ON CONTRACTOR SHALL VERIFY RISER SPACING IN DETAIL #10 ON DWG. TK3-2 FIELD. WHERE REQUIRED, CONTRACTOR SHALL C ISTI DOUBLE ALL PROVIDE AND INSTALL 45' ELBOW AND ASSOC- >- 8 8 B 20 - ATED PIPE FITTINGS TO BRING THE VAPOR O W aw 0:1 21 DUCT 4"+ L p /� 16 12" _ RECOVERY RISERS TO THE PROPER SPACING, U o I I Ell AS ANK TK3-1 / / FILL AND VAPOR RECOVERY RISERS MUST CIE d 'EE NOTE R F, �IE •a-. ' IPE PUJG wlw -+ EE NOTE BE SPACED AS NOTED TO ALIGN WITH Q AUG NO W '^ '� 22 ww SPILL CONTAINMENT MANWAY, I S LL& o: 15 ILL ADAPT R SUMP M I RING 2" f ENT 2 3 .y.d 0 / \M,, al CAP IN I LIQUID S N R 18 0 1 0 / \ Q v TANK L L 5 DI AINMENT BOX SEE NOT 2" PIPE PLUG IN 4"X2" �4'yry✓ fre�y GAUGE I ') 11 10 IFDOUBLE TAPPED BUSHING a J > '� Wr^ (IF INSTA ) (TYPICAL W/INACTNE SIPHON) z ")'� Q W 24 1 1 0J 12 - - NEW :::" JNION I 12 13 I m ISCR'l EIACK STEE a 2O ALL I Q t IHOLE AC COVERS I 5 „ PIPE C END TANK CONNECTION FOR SIPHON O -4.1 O TO W GRADE I LL BE I SYSTEM SHOWN HERE, SEE DETAILS (� 4"X3 POR REC Y ADAPTE 6 LIq IGHT AND KABLE - AND TIGH LY #6 AND #T ON DWG. TK3-2 FOR TURBINE A _ & C SPILL NINNMENT NEW NION PICAL I CTNE SI H N) AND PASSIVE SIDE CONNECTIONS A k2--1 FILL 0 . (NP.) SCR' ACK STEE I SEE DETAILS #8 & #9 ON DWG. TK3-2 2-1 d �( 2" FROM FOR MIDDLE TANK SIPHON CONNECTIONS. U 8" ACC PORT H 8 22 8 D FITTI n v' TK3-1 SE TE #1 T TO SCA (21 1/2" CABLE GRIP 1 lLj - a- SEALS SUPPLIED i6 SEE CONTRACTORS NOTE, THIS SHEET 6 4" PVC THREADED W/ SENSOR 12 18" 18" 8A 4 PIPE CAP Cd 1-1/2" MIN. CROWN SEE NOTE #5 --� 26" I.D. 12 J (TYPICAL ALL OPENINGS, (TYP.) 3/4" MIN. CROWN ( ) UNLESS NOTED OTHERWISE) 4-1/2' TO 6" NP' (TYP.) SET AT 6" MIN. A.C. PAVING v • • _ 12" MAX. --a.— T— .i_— — _i_-•:ee • • :7 - - -- - - - 1,_ _,y_ _� — _i_ _; — _ —r — .:.T _r — �:..-:i -rr-�' • �L._•.,.y_ - -.:•—' — _1 • • : �` •.; '• - I 3" MIN. SEAL OFF I :v"' ? ' ''�' .• r, tP: '.!`••}". .- SEE NOTE #1 23 y"":?•y. PEA GRAVEL 5 GALLON SPILL4.. !Y 3 4" COND. I U I,6QP TO SUMMP CONTAINER WITH 3" MIN. ;SEAL OFF J-BOX (SEE NOTE #10) I IN LINE DRAIN J-BOX PEA GRAVEL 3/4" CONDUIT (� 4" BLACK STEEL-- 1 4" BLACK STEEL (SEE NOTE #10) '•. y t1 20 RISER PRIMED AND RISER (SEE NOTE #11) � 23 23 SIPHON PIPING ' WRAPPED TO GRADE 3 4" CONDUIT 23 I 4 I // 3" PVC PIPE OPEN W TL ORANK BETWEEN AT BOTTOM _ ---- SEE NOTE 2 ry� I TANKS IF GAUGING ' � I NOT INSTALLED - - - -{- - 2 4" x 12" L BLACK STEEL " SEE NOTES 2 I (W/ PULL STRING) I RISER W/ PIPE CAP I #-4-&-#5 21 v� 13 z (SEE NOTE #10) TURBINE CONTAJNMENT AND FILL SIDE SUMPS (SEE NOTE #11) 2" VENT & V.R. PIPING (FURNISHED BY TANK MANF.) FIELD BOND TO d Q 1 TANK COLLARS, SEE DETAILS #1 & #2 2" BELL x MALE p > 14" C 23 3 ON DWG. TK3-1 FOR CURRENT STANDARDS O3 --- t0 ^ ADAPTER - '� _j ".`rte Tl ZZ 22 ZZ SEE NOTE #1 ��\\ C z $ o' 17 SUMP MONITOR LIQUID SENSOR 18 I I BACK FILL \\\•"•. Q (lS SEE NOTE #6 PEA GRAVEL/ \ ••,• J Q CRUSHE � AS PER TANK \\ \ W W Q MANE SPECS. \\ \ vi 2 3 1 l 1 5 6 7 8 9 10 11 12 i l i ili 15 16 (TVP,) \\\�\\ C 0 U N � II I 111 { I Q c � EXI ING TANK �- 1I 1 I I III 1 1 f!J ao ® C ° I I 1 I I II IjI co a j ILL I III I I ff 1 ® (n �•-6 TANK LEAKEXISTING 12"x12"xl/4" STEEL DETECTOR 45o PROTECTION PLATE-TYP. ALL • , \ \ I LIQUID SENSOR OPENINGS ON FIBERGLASS TANKBY TANK MANUS :. TANK (BY 2" BLACK STEEL IX IPHON PIPE N2 �cai •ey:• .y;•. SEE NOTE #10 9 TRAPPER SCREEN (TYP.) WRO master reeasa date NO.. DATE { , REVISIONS PROJECT RELEASE proj. exe, drawn by PERMIT- 9/19/00 J.V, _ project / facility BID 5569 Underground Tank Section - �� CONST. sheet / rile __ NOT TO SCALE: TK-2 - AS-BUILT of - . Ak10'J76/. kLF oPIW/u'd�/1 2.1,t.;1