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I <br />KEY NOTES j <br />AO POLYETHYLENE TANK <br />OAC -12 BASE CUP (4 -TOTAL): L6x4x'"xl'-O" (L -H) <br />EQUALLY SPACED <br />O/ }"m CABLE (4—TOTAL) SEE DWG. No. D01 <br />DO EDGE SOFTENER (4—TOTAL) 1'"x4"x8" FLAT BAR (BENT) <br />O TENSION RING <br />O CABLE CLAMP (16 TOTAL) SFE DWG. NO. D03 <br />-) OPENING FOR IMFO TANKS <br />O CONCRETE SLAB/FOOTING do REINFORCEMENT <br />DESIGNED BY OTHERS. <br />lO 1. 0 ASTM A36 OR F593 (TYPE 304 OR 316 STAINLESS) THREADED <br />OD. SECURE ROD INTO CONCRETE WITH HILTI" HVU RESIN <br />(HVA SYSTEM). EMBED. ROD 6j' MIN. INTO CONCRETE. INSTALL <br />PER ICBO REPORT NO. 5369 AND PROVIDE SPECIAL INSPECTION <br />FOR ALL ANCHOR INSTAL! ATIONS (8—TOTAL). <br />O <br />HOUSEKEEPING PAD IS DESIGNED BY OTHERS. ANCHORAGE <br />"� " "' ' 3E AZI FOLLOWS: <br />MONOLITHICALLY WITH FOOTING. <br />GTH SHALL EE AS SPECIFIED IP! <br />NO SCALE <br />SEPARATE FROM FOOTING <br />DINT BETWEEN PAD & FOOTING). <br />IGTH 1 SPE,DI=!ED IN KEYNOTE <br />ICREASED EY <br />rSS CONCRETE SLAB/FOOTING AT IMFO <br />PREC1. (DESIGNE^ BY OTHERS' <br />? OFES„10 <br />WQ��ce J. <br />i ti O <br />EDGE OF <br />CONCRETE <br />1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE <br />WOIM OF ATL TRADES AND SHALL VERIFY ALL DIMENSIONS, <br />GOND I TI DNS, AND UTILITY LOCAT IDNS PRIOR TO STARTING WORK. <br />2. NOTES AND DETAILS ON THESE DRAWINGS SHAL'- TAKE PRECEDENCE <br />OVER THESE GENERAL NOTES. <br />3. THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED WOR)OXN <br />WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS <br />AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. <br />4. CONCRETESWILL HAVE A 28 DAY CO PRESS;VE STRENGTH (F'c) OF <br />2500 PSI MINIMUM. <br />S. DESIGN CRITERIA: <br />GOVERNING CODE: UNIFORM BUILDING CODE. 1997 EDITION. <br />SEISMIC: ZONE 4 W/IN 2 KM OF 'SOURCE IS' FAU.T, 11.25. <br />WIND: 100 MPH BASIC, EXPOSURE D, 1-1.15. Cq"0.80 <br />SPECIFIC GRAVITY OF CONTENTS.1.9 <br />8. THEPURCHASER SHALL BE RESPOkSi BLE =OF. V_3;FYINO LCCA_ <br />BUILEM <br />DING CODE REQUIRENTS ANO'OR PPGJECT SPECIFICATIONS. <br />ENGINEERING ASSISTANCE MAY BE F.`_C'_'(R`: „"p V. w:T- ?Z4L <br />CODES OR INDIVIDUAL PROJECT SPECIFICATIONS. <br />STRUCTURAL STEEL NOTES <br />i. ALL STRUCTURAL AND MISCELLANEO'S SHAPES ANO PLATES SHA_L BE <br />FABRICATED IN ACCORDANCE WITH AISC SPECIFICATION FOR THE <br />DESIGN. FABRICATION ANC ERIC71ON OF STRUCTURAL STEEL FOR <br />BUILDINGS', LATEST EDITION. CARBON STEEL SHAPES k PLATES <br />SHALL CONFORM TO ASTM A3E OR A572 (3E KSI MINI" YIELD STRENOTH'1 <br />2. ALL WELDING SHALL BE DONE BY G'JALIFiEC WELDERS USING A PRE - <br />APPROVED PROCEBS. ALL WELDS SHA,L BE UNIFORM IN SIZE ANC <br />APPEARANCE AN0 FREE OF PINHOLES. POROSi TY, UNDERCUTTING OR <br />OTHER DEFECTS. <br />3. ALL WELDING SHALL CONFORM TO AWS D1 .1-92 OF THE STRUCTURAL <br />WELDING CODE. JOINT DETAILS SHALL COMPLY WITH AWS REQUIREMENTS <br />FOR JOINTS ACCEPTED WITHOUT QUALIFICATION' TESTS. <br />4, WELD METAL SHALL HAVE A NOMINAL TENSILE STRENGTH OF 70.000 <br />PSI MIN I MUM. <br />_. UNLESS NOTED OTHERWISE. STANDARD FINISH OF ALL RESTRAINT SYSTEM <br />HARDWARE IS HOT -0I PPEC vALYANIZEO :f: _,,-C-E- WITH ,c,eTM A153 <br />OTS— F:\IS-ES-%'A:LA-LC J'.;': <br />8. STAINLESS STEE_ SHA -ES CONFORWfN' ' S;u A276, TYPE 304 OR _'IE <br />(3O KSI MINIMUM YIELC STRENGTH) IJA BE SUBST:TUTED FOF CARBON <br />STEEL SHAPES. <br />S-A.INLESS ST-- P'_A-ET ,:7 -`OPV N- -_ C _ _ --r_ D? _ <br />�3C Ki, MINZM YIS— E-RE'NG7H; W=' :_SJE:, .TC_ '.O- CARa)I, <br />STEEL PLATES. <br />ANCHOR BOLTS <br />1. ANCHOR BOLTS SHALL BE FURNISHEC ANC NSTAL--EC AS SPECIF'EC <br />ON THIS DRAWING. ANCHOR BOLTS ARE NOT FURKIS'H.EC'BY PG.' PROCESS: NE <br />COMPANY. <br />2. THE MINIMUM DISTANCE SHOW\ FROM -HE ELN;- OF THE CONCRETE 70 <br />THE FACE OF THE TANK IS BASED ON INFORMATION FROM THE-,- C B O <br />REPORT REFERENCED ON THIS DRAWING. IF THE ACTUAL DISTANCE <br />LESS THAN THAT SHOWN. SPECIAL ENG;NEERING ASSISTANCE IS <br />I <br />REWIRED. <br />SPECIAL INSPECTION MUST BE PROVIDED FOR ALL ANCHOR <br />INSTALLATIONS. SEE SPECIAL INSPECTION NOTES ON THIS DRAWING. <br />1. THE 0010 SHALL EMPLOY A QUALIFIED SPECIAL INSPECTOR WHO SHALL <br />PROVIDE INSPECTION SERVICES TO VERIFY THAT THE INSTALLATION OF <br />ANCHORS IS BEING PERFORMED IN ACCORDANCE WITH THE REFERENCED <br />I .C.S.0. REPORT. <br />2. THE SPECIAL INSPECTOR SHALL SUBMIT A REPORT OR SERIES OF <br />REPORTS TO THE BUILDING OFFICIAL, AND OTHER DES IONATED PERSONS, <br />STATING WHOM THE ANCHOR INSTALLATION WAS, TO THE BEST OF THE <br />INSPECTORS KNONLF.DGE. IN CONFORMANCE WITH APPROVED PLANS AND <br />SPECIFICATIONS. <br />3. ALL DISCREPANCIES OBSERVED BY THE INSPECTOR SHALL BE BROUGHT <br />TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF <br />UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL. <br />CONFIDENTIAL PROPERTY OF <br />WK (S LOCATED POLY PROCESSING CO. <br />A' (FAULT.SPECIAL <br />REQUIRED. REFER TO NOT FOR REPRINT OR USE WRHOUT <br />OF IISNOWN ACTIVE FAULT PERMISSION OF POLY PROCESSING CO. <br />LANE ENGWEER9 INC. <br />92TEOCIVRAL • II:C <br />979 N <br />979 N. HlaclatoXu Streetreetreet <br />Tulare, Ca1lf0ra1a 93274 <br />(669) 688-5283 <br />p o N <br />V m 0 <br />Z Z t a <br />� q <br />a <br />a <br />EWigr'm Em <br />0 =0- <br />0:z OUCH <br />U 4 <br />JN1n <br />ac .. <br />a3GGO�a <br />e) <br />(.7 <br />T.C. <br />DATE <br />9-1-98 <br />SCALE <br />NOTED <br />CEIECKED <br />D.K.A. <br />DRAWING NO. <br />P02 <br />JOH N0. <br />98098 <br />��CL'�y, <br />V <br />0 <br />ac) <br />W <br />cn <br />O O <br />U <br />a: <br />a <br />e) <br />(.7 <br />T.C. <br />DATE <br />9-1-98 <br />SCALE <br />NOTED <br />CEIECKED <br />D.K.A. <br />DRAWING NO. <br />P02 <br />JOH N0. <br />98098 <br />