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KEY NOTES rAtPAI NGtEs <br /> THE <br /> �E Y <br /> 0 0 I.MMCF NtTTRA093+uq$Wy�L M"lN,/�L 0 YENS ONS, TN7. <br /> O POLYETHYLENE TANK CONIS TIaNl9.AM UTILITY LOCATIONS PRIOR TO STARTING PEAK, Do <br /> O2.NOTES AND DETAILS ON:THESE DRAWIMOS SMALL IAKE PRECEDENCE <br /> B EQUAL RAISE CLIP (4-TOTAL).- L6-4.i-.I'-O' TEEN} OVER THESE OCNSRAL NOTES. <br /> EQUALLY SPACED S.THE CaNTRACM SHALL USE ADEQUATE MAWS OF SKILLfiD WOIDOEN <br /> *0 ARE COMPLETELY fAY1L1AR WITH THE SPECIFIED REQUIREMENTS E+7 <br /> CABLE (4-TOTAL) SEE OWG. No. 001 AND METHODS MEMM TOO PROM PERFORUNCE OF THE WORN. x <br /> /^ �. <br /> CONCRETE SNALL HAVE A 25 DAY COMPRESSIVE STAENGTH(F'4)OF <br /> J EDGE SOFTENER (4-TOTAL) g"K4"x8" FLAT BAR BENT) 2500 PST MINIMUM. <br /> E <br /> ® c !.04310N CRITERIA, <br /> A/^'�`✓ 0 O TENSION RINGCOVEANINO CRE;UN.IFM 9UILOIN"CJD£, t99T EDITION. <br /> !FISH;;ZONE 4 W/IN 2 KM OF"SOURCE 8•FAULT, <br /> MIND: ,OO MAI PASIC, EXPOSURE 0. IF•1.I S,CRA.00 <br /> F F� CABLE CLAMP (16 TOTAL) SEE OWC. NO. 003 SPECIFIC GRAVITY OF CONTEN73"1.9 <br /> B.THE PURCHASER SHALL K Relp"!6_E=DS YE?1MM0.LO:A <br /> F( BUILDING CODE REGJIREMENTf AMSC PAOJEC-VECIFICATIMS. <br /> O OPENING FOR UFO TANKS LNGINSERING ASS:STANC4 MAY BE F.=!VA!E CDNPL';WITH mAL n <br /> O CODES OR INDIVIDUAL PROJECT SPECIFICATIONS. <br /> O CONCRETE SLAB/FOOTING & REINFORCEMENT tATES �0 <br /> DESIGNED BY OTHERS. I.ALL STRUCTURAL AND MISQLLANEWS SHAPES AM PLATES SHA.L BE z <br /> D FABRICATED IN ACCORDANCE WITH AIS: SPECIFICATION FOR IW N <br /> DESIGN.FNBNICATION AND ERI OF SM-TURAL STEEL FOR <br /> A BVILOINQS`, LATEST EEgQITIM,CARBON STAR SHAPES A PLATES Lim <br /> IO D ASTM A36 OR F593 (TYPE 304 OR 316 STAINLESS) THREADED SHALL CONFORM Ta ASDA A36 OR A572(30 KSI MIRIMM V1EL0 STRENGTH:). E <br /> AM. SECURE ROD INTO CONE ETE WITH HILTI" HVU RESIN 2.ALL W LOUR.SHALL Bs oQu er Q ALIFIEC TrLiERs usNHG A PRE- V� <br /> o (HVA SYSTEM). EMBED. ROD 6}R' MIN. INTO CONCRETE. INSTALL APPROVED OAOCE53. All YQLOS SNA.L BE UNIFORM IN 512E ANC a <br /> PER ICBG REPORT NO. 5369.AND PROVIDE SPECIAL INSPECTION APPEARANCE AND FRtE OF PINHOLES.POROSITY,WMRCUTTING OR <br /> FOR ALL ANCHOR )NSTALL4TIONS (8-TOTAL). OTHER MEET$. }. <br /> J.ALL*VASHALL COLIFORM TO AWS 01.1.98 OF THE STRUCTURAL 2 <br /> :�fig2�]t9�'�pp��^''''S}�S}}�/,Ty:V g2�1 J <br /> K PLAN VIEW ANCHOR NEi PFUS.EA B Y9F��2A57 F� IOINTS ACCVITED�TIKKIT OVALIFIGTIOXS STS. ftE0U1RE1ENi4 <br /> O HOUSEKEEPING PAD IS DESIGNED BY OTHERS. AN ORAGE <br /> 4.WELD KETAL 51H.ALL HAVE A NOMINAL TENSILE STRENGTH OF 70.000 <br /> OF BASE CLIPS SHALL BE AS FOLLOWS: PBI MINIMUM. <br /> CASE A. PAD PLACED MO OUTH)CALLY WITH FOOTING. !.HNIIEss worm OTNEKWIs£, STANDARD FINISH DF ALL RESTRAINT SYVW <br /> ANCHOR LENGTH N4HAL L BE AS SPECIFIED IN WURQYARE IS NOT-0fP.REO CALYAN I2EO.N N AUMCE WITH A.fTM 4113. <br /> KEY NOTE(� aTL:EA FINIS'-:u <br /> T---- <br /> a.STAINLESS STEM SHARES CONFORMIK TC ASTV 4276, •YPE 304 OR 314! <br /> CASE 6: PAD PLACED SE RATE FROM FOOTING (3a KSI MINIMUM YIELD STRENGTH)MA £O'. 3E SVBV:tU-. FOR CAROM <br /> (V <br /> SHAILS. <br /> (i.e. COLD JOINT:BETWEEN PAD & FOOTING). <br /> D ANCHOR LENGTH;S.�CIFIED IN KEYNOTE 11 >.STAIN'Sf MINI"NTEEL YIELD <br /> can GTA., �.!*+�•ss- =E 3:-OR.:E <br /> v SHALL BE INCREASED BY h'. STEELSPLATES YIELC STRENGTH;Mf•SE SUBS::',::.F:OA:ARI#x, max- <br /> OK <br /> FOR IMFO TANKS. DEPRESS CONCRETE SLAB/FOOTING AT IMFO ANGIM�'� <br /> FLANGE/PIPING AS REWIRE[(. (DESIGNED BY OTHERS' 1.ANCHOR BOLTS FOWL IE FURNISHED AW .4STALLED AS SPECITIEC <br /> ON THIS ORAWIND.ANCHOR BELTS ARE NOT FURNISHED BY PO_"PROCESS:M: <br /> ?OfESS lO COMPANY. <br /> ��" <br /> Gel '( 2.,THE MIMI MUM DISTANCE SH"FROM-HE EDGE W TME CONCRETE-0 La <br /> 'O (A THE FAQ OF THE TANK 15 BASED ON INFORMATION FROM THE I,C.R..`. <br /> C y REPORT REFERENCED ON THIS DRAWING. IF INE ACTUAL DISTANCE I. <br /> 1y n1 'RLILNTHAA EOUIRED. T SHOW.SPECIALEMitNCERiNO ASSISTANCE IS 0 <br /> 1' b4" K Z t+at 8Pk1A1 IYSPCCTION MUST K PROD IQo FOR ALL N�ffii 1— M� <br /> MIN. T} * INSTALLAT)MIS SFt FECI AL INSPECTION NOTES ON THIS DRAWING. U <br /> CLR. �OAt.V I.TK COMER SKALL EMPLOY A QUALIFIED SPECIAL INSPECTOR WHO SHALL <br /> TANK PROAID! INFECTION S£MFICES TO VERIFY THAT THE INSTALLAT107 a <br /> • WALLIANl !f BEINO PERFDRYEO IN ACCORDANCE <br /> 'NIM THE REFERENCED <br /> tRA 2,THE SPECIAL INSPECTOR SHALL$MIT A REPORT OR SERIES OF <br /> EDGE OF REPORTS 70 THE RJILDINCI <br /> QKCIAL.AM OTHIOR GO IGMT90 PERSONS. <br /> $ �+ CONCRETE STAlmsOF THE <br /> p9elm NWHOMMOS. INO THE SN CDnPasuNcNVALLAe 1WITHH APPRROOVEEDD P ANNSS AAM <br /> db SPECIFICATION. HAW <br /> BE DROUGHT T.C. <br /> HOUSEKEEPING PAD ( 2 m�T10[I TiCN O CTORIFOR ala T:EN if DASS <br /> SEE NOTED UaCD�CCrm.TO THE ENGINEER AND To TxE axLDINw oFP)CUL. 9-1-98 <br /> ( — '�" aeATs <br /> GRADE NOTED <br /> cmucxn <br /> CONFIDENTIAL PROPERTY OF LANE UGMEME INC. O.K.A. <br /> , pgg POLY PRoCE39INO(A. Cr4M-SYIROCPLTISAL W SURVEYING muwm 110. <br /> ( K W/ Y A SWRCE A IAtN.T,9PECN1. 978 N. Bluk taaa 3t". PQ2 <br /> 01 5 X <br /> ENCBIIPRVBi ASWSTANCE 19 D.REFER TO NOT FOR R~OR USE Y62NKK12 Tulaf0,CaWotala 93444 <br /> ELEVATION VIEW NCE9.0_ ZOOM*MAPS of NQ+aW+ACTIVE FAULT Pp)LgggpN Of POLY ppa p CO. (669)6BB-B263 =�j <br /> NO SCALE <br />