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KEY NOTES GENERAL NOTES P o 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR C3ORDINATING THE AO POLYETHYLENE TANK WORK OF ALL TRADES AND SHALL VERIFY ALL OlUENSIONS. CONDITIONS.AND UTILITY LOCATIONS PRIOR TO STARTING WORK. U OZ.NOTES AND DETAILS ON THESE DRAWINGS SHALL FAKE PRECEDENCE Z B AC-72 BASE CUP (4-TOT14): Lbx4z}"xi'-0" (LMH) OVER THESE GENERAL NOTES. O EQUALLY SPACED S. THE CWrRACTOR SHALL USE ADEQUATE MMBERS OF SKILLED RORKMEN � /� WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIF 4ENT5 5 OC 1"0 CABLE (4-TOTAL) SEE DWG. NO. D01 AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. 4.CONCRETESHALL HAVE A 26 DAY CCAPRESS;VE STREWN. iF'0 OF E OD EDGE SOFTENER (4-TOTAL) g"x4"x8" FIAT BAR(BENT) 2500 PSI MINI". 8S.DESIGN CRITERIA: o C c O TENSION RING GOVERNING C;DE:UNIFORM BUILDING. OD CE. 16'997 EDIT ICH. SEISMIC:ZONE 4 */IN i KM OF'SOURCE FAULT. 1"1.25. WI ID: 100 WIN BASIC. EXPOSURE D. IW"1.15.CR•O.BO 0 p F O CARL CLAMP (16 TOTAL) S� DMC. NO. D03 SPECIFICTY of CONTENTS-1.9 GRAVI S. TUE PURCHASER SHALL BE NTSPONSi BLE=0i.VE3IFYIF LOCA_ H O BUILDING CGOC REQUIREMENTS ANOi OP.PROJEC`COUP"I WITI ONS. C ENGINEERING ASSISTANCE MAY BE ECIFIRE:""COUP'_WITH.,CAL G OPENING FOR IMFO TANK,_ CODES a INOrv104AL PROJECT sPECIFmATIONS. H1 O O CONCRETE SLAB/FOOTING & REINFORCEMENT SfR(1CRAtAL STEEL NOTES in CO m DESIGNED BY OTHERS. I.ALL STRUCTURAL AND MISCELLAHEa.S SHAPES AND PLATES SHA_:BE Z d m FABRICATED IN ACCOROANCE WITH AIS_'SPECIFICATION FOR THS D DESIGN.FABRICATION AND EREC71a%OF STRUCTURAL STEEL FOR N- N A BUILDINGS', LATEST EQ(TION.CARBON STEEL SHAPES a PLATES W Z Q a_ lO 0 ASTM A36 OR F593 (TYPE GOON OR 316 STAINLESS) THREADED SHALL CONFORM TO AS TAN A36 OR A572 E34 KSI MINIMUM YIELD STRENGTW c3 C w E OD. SECURE ROD INTO CONE ETE WITH HILTI" HW RESIN 2 ALL WELDING SMALL BE GONE BY WAL1Fi EC WELDERS USING APRE- O a 0 oI (HVA SYSTEM). EMBED. ROD,6'1" MIN. INTO CONCRETE. INSTALL APPROVED PRY.ESS.ALL WELDS SHA.L BE UHIFOR4 IN SIZE AND Z C U O PER ICSO REPORT NO. 5369,AND PROVIDE SPECIAL INSPECTION APPEARANCE AND FREE OF PINHOLES, POROSITY,UNDERCUTTING OR a a: FOR ALL ANCHOR INSTALLATIONS (8-70TAL). OTHER DEFECTS. r L-I 3.ALL WELDING SHALL COI)FORM TO AW3 01.1-9e OF THE STRUCTURAL p LRM!U-)� K PLAN VIEW A,E�£ �R-SOUS :OL ��Y Jlt1z � WELDING CODE. JOINT DETAILS SHALL CQKY WITH AMS REQUIREMENTS x30.4, :lS FOR JOINTS ACCEPTED 171THOUT gULIFIGTIOi TESTS. OJ HOUSEKEEPING PAD IS DESIGNED BY OTHERS. ANCHORAGE 4,WELD METAL SHALL HAVE A NOMINAL TENSILE STRENGTH OF 70.000 OF BASE CUPS SHALL BE AS FOLLOWS: PSI MINIMUM. CASE A: PAD PLACED MONOLITHICALLY WITH FOOTING. 5.UNLESS MOM OTHERWISE, STANOARO FINISH OF ALL RESTRAINT SYSTEM ANCHOR LENGTH,SHALL BE AS SPECIFIED IN HARDWARE IS NOT-DIPPED GALVANIZED R$=RDANCE WITH ASTM A/53. I OTEER FI>NIEHA MVA:WLC w,:,":CAE I I KEY NOTE O E.STAINLESS STEEL SHAPES CONFORMIK'.0&STV A17e. TYPE 304 OR 31e CASE E: PAD PLACED SEF#ARATE. A!FROM FOOTING (30 KSI MINIMYIELD STRENGTH)W:A 3E SUEST:TLTED FOR CARBON STELL SHARES. (i.e. COU) JOINT.BETWEEN PAO & FOOTING). ANCHOR LSNGTH�SPECIRE3 IN KEYNOTECl; EE I STA!KLESS SL P'- CO� '_ORM'H: 'STV':C- _ oP 3�5 lSC KSI MINIMUM YIC O STRENGTHI M- 3E SJBI7.7,7E_FOR CAR3On SHALL BE INCREASED EY 'h'. STEEL PLATES. CL K� FOR IMFO TANKS. DEPRESS NCRE:= SLAB/FOOTING AT IMFO ANCHOR�T' Q FLANGE/PIPING AS REOUIRE (DuiGNE_ BY OTHERS' 1.ANCHOR BOLTS SHALL BE FURNISHEC AND 45TALLED AS SPEC1:'EC ON THIS DRAWING.ANCHOR 3CLT3 An,NOT F'JRKISHED 9Y PO_'5mxrE3.n, O Q OFEU/O COMPANY. J.f/��C 2. THE MINIMUM DISTANCE SHOWN FROM-HE EDGE OF THE CONCRETE 70 (� THE FACE OF THE TANK IS BASED Oh:NFORW.Ti ON FROM THE I.C.e.C. y OT REPORT REFERENCE,ON THIS DRAWING. IF THE ACTUAL DISTANCE N G,A ,LESS THAN THAT SHOWN, SPECIAL ENG;WERING ASSISTANCE IS C 99 m REQUIRED. O T I-b4 * 6.304 SPECIAL INSPECTION WET BE INSPECTION FOR ALL ANGOR H- O MW * INSTKUTIOR. SEE SPECIAL INSPECTION MOTES ON THIS DRAWING. I 1 �./ �UCTURP��3 SPECIAL INSPECTION NOTES D A CLR. C 6 FOFC ALIFOQL 1.THE CANER SHALL EMPLOY A OUALIFIED SPECIAL INSPECTOR WHO SHALL PROVIDE INSPER ION SERVICES TO VERIFY THAT THE INSTALLATION OF IL TANK ANCHORS I5 BEING PERFORMED IN ACCORDANCE WITH THE REFERENCED WALL I.C.B.O. REPORT. C EDGE OF 2 RREEPORTSCTO THEBUILDINGOFFICIAL.A�IT A�DROTTHHER DESSIG ATED PERSONS, 4 F -/,.' CONCRETE STATING R/ETHER G ANCHOR C INSTALLATIWI WAS.To THE BEST OF THE ITATINTW IOSWLZDGE, INR INSTWNCE WITH S.TO pBEST OANO F B SPECIFICATIONS, NA16 I•{ 3.ALL DISCREPANCIES OBSERVED BY THE INSPECTOR SHALL BE BROUGHT T.C. / HOUSEKEEPING PAD TO THE ATTENTION OF IKE CONTRACTOR FOR CORRECTION,THEN, IF DATE l` SEE NOTED UNCORRECTED. TO THE ENGINEER AND TO THE BUILDING OFFICIAL, 9_1_98 I L SCALE GRADE NOTED CRECKW CONFIDENTIAL.PROPERTY OF LANE ENGINEERS INC. D.K.A. I POLY PROCESSING CO. CI -STRUCTURAL 4 STJRVEYRtC K IF TANK IS LOCATED POLY N0. W IN 5 NM.OFA SOURCE A'FAULT, SPECNL 979 N. HI�c7NatOne Street F7 ENGINEERING ASSISTANCE IS RECAUBRED.REFER TO NOT FOR REPRINT OR USE WRINOUT Tulare, CNMLEor." 93274 P02 ELEVATION VIEW I.C.B.O.PUBLICATION MAPS OF M(NOWM ACTIVE FAULT PERMISSION OF POLY PROCfSS♦NG CO. 559) 588-5283 JOB NO. NEAR-SOURCE ZONES' NO SCALE 98098