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<br /> ' GE:NERAL N�TES: STEEL . INSPECT{ON � . ��
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<br /> 1 . . CONTf�ACTOR SHALL CQOR:DI:NATE VUITH PORT STAFF AND PORT 1 . STEEL SHAPES SHALL CONFORM TO ASTM A992, UN'LESS NOTED OTHERWlSE. 1 . THE FOLLOWING I.TEMS SHALL BE CONTINUOUSLY INSFECTED BY AN " '
<br /> � TENANT T0 MINIMIZE LISRUPTION OF TEN'ANT OPERATION'S DURING iNDEPENDENT TESTING AGENT HIRED BY THE CONTRACTOR WH0 E S
<br /> 2. CHA.NNELS, ANGLES AND MISCELLANEQU"S PLATES SH/�LL CONFORM
<br /> C 0�l S T R U`C T I Q N. C E R T l F I E D T O P E R F O R M T H E F O L L O W I N G .I N S.P E C T I O NS:
<br /> TO ASTM A36 UNLESS NQTED OTHERWISE 0N THE DRAWI'NGS. - ADHESIV E A N C H O R P L ACEMENT
<br /> ' 2. THESE NOTES CQNTAIN GENERAL lNFORMAT10�1 AND ARE TO BE 3. S�EEL PLATE NOT�D AS GRADE 5� SHALL CONFORM TO ASTM A572, GRADE 50. - EXPANSION ANCHOR PLACEMENT
<br /> IJSED IRk COMBINAI"ION WITH SPEClFICATIONS AND OTHER
<br /> DOCUMENTS. ALL CONFLICTS SHALL BE B:RQUGH°T T0 THE 4. ALL BOLTS AND NUTS SHALL GONFORM TO ASTM A307, UNL�SS - FfELD PERFORMED FILLET WELDS > 5116"
<br /> A�i-fENTION OF THE ENGfNE�R BEFQRE BE�lN'NING AFFECTED WORK. SPECI�IGALLY NOTED OTHEF�WISE ON THE DRAVUINGS. - FfELD PERFORMED PARTIA� �R CQMPLETE PENETRATIQN V�/ELDS
<br /> . - SHQP PERFORMED WELDS FOR WORI� BY A FABRICATOR W�HO IS
<br /> ' ��. ALL QI.MEN:SfONS AND DETAILS SHALL BE VERIFIED B:Y THE 5. ALL THREADED A�JCHOR ROQS ANQ NlJTS SHA�.L GONFORM TO ASTM F1554, NOT AN IBC APP�OVED FABRICATOR, UNLESS NOTED 4THERWISE lN �.
<br /> ' C�NTC;ACT�R PRCOR TO FAB.RtCATION AND CONSTRUCTIO�J. GRADE 1 �5, UN4. THE SPECIFICAT{QNS. •
<br /> 4�. ALL SHQP DRAWfNGS �OR F'ILI�1G, AND MISCELf�,NE(�US STEEL, 6. NEADED ANCHOR ST�J.DS SHALL �QNFORM T0 /�STM A1Og GRADES C1010 . : r�,�
<br /> ' S H Q L L B E S U B M I T T ED T 4 A f�Q R E V I E V r I E D B Y T H E E N�I N E E R P R I OR �F H R O U G H C 1 �2 0. 2. THE FOLLOWING. ITEMS SHAL� BE PERIOQICALLI� lNSPECTED BY AN �'' �K
<br /> ' TO F�BRfCATEON. INDEPENDENT TESTIN'G AGENT HIRED BY THE GONTRACTQR WHO fS ,
<br /> ' 7. AL� MkSCELLANEQUS STEEL, �XCEPT AS NOTED IN THE SPEGIFICAT(ON CERTIFIED TO PERFORC� THE FOLLOWING fNSPEeTfON�: .
<br /> � - �. EXfSTING CQNDITfONS SH�LL BE INS'PECTED BY CONTRACTQR PRIOR A!�'D/QR DRAWLNGS, SHALL BE HQT DIPPED GALVANIZED. ALL OTHER - FIEL[7 PERFORMED FILLET WELDS G 5/16" '
<br /> T0 �TART OF WOi�'K. THE E�fGfNEER SH/�LL BE NOTIF(ED OF ANY EXPOSED METRL SHALL BE PAINTED. GALVAN}ZE ITEMS AFTER �ABRICATION - RE{�1FORCING STEEL PLACEN}ENT
<br /> �' DLS�REP���I�S BETWEEN` THE PLANS AN:D TH:E aCTIJAL CONDIT�ONS. AS �AR AS PRACTIeAL. �ALUANIZING DAMAGED ACCIDENTALLY OR DUE TO
<br /> � � � FIELD WELDING SHALL BE RESTORED WITH FIELD-APPL{ED GAL.VANfZiNG - CONGRETE TESTING
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<br /> 6. ALL EXfSTING STRUCTtJRE /�ND 11TILITIES OUTSIDE OF THE LIMITS COMPQUND (SEE SPE�fFI�ATIONS).
<br /> SHOWN ON SHEET SHALL REMAIN AS-IS. � 3. CONTINUOUS INSPE�TfON MEANS THAT THE INSPECTOR IS ON THE _ �,
<br /> - S�TE AT ALL TIMES OBSER'VING THE WORK REQUIR{NG INSFECT(ON. ;
<br /> FENDER P1L1N� NOTE FOR ADHESIVE ANCHOR PLACEMENT, THE iNSPECTOR IS NOT �
<br /> E�CAVATION, SHORING ANQ DEWATERING � REQUfRED TO BE ON SITE DURING DRIL.LING OPERATIONS, BUT IS �
<br /> � � . EXIST4NG CONDITIONS: C0�}TRACTOR SHALL VERIFY EXISTING COf�DITIONS AN� REQUIRED TO BE Q�( SITE PRIOR TO �PDXY AND BOLT lNST�L��10N �
<br /> 1 . �ONTRACTOR IS RESPQNSf BLE FOR �ONSTRUCTfON LOAL S BY V 1
<br /> NG AND GUYING OF ALL CON`FORM, T0 THEIR SATISFAGTION, TH'E STABIL(TY OF THE EXfSTING FENDER TO VERIFY BOLT HOLE DEPTH AND PREPARATION. . .
<br /> PROVIDING ADEQ�IATE SHQRING, BRAC! , SYSTEMS PRIOR TO REMOVIf�G AND RE.PLACING E�ISTGNG FENDER PILES. .
<br /> COMPaNENTS AS REQUIRED FOR �AFETY AND STRUCTURAL ,4. PER.IODIC INSPECTfaN MEANS THAT THE INSPECTQR lS DN SITE AT
<br /> INTEGRITY THROUGHOUT CONSTRUCTfON fN aCCOR`DANCE V�fITH �. PiLES. FENDER PILES SHALL BE STEEL PIPE PfLES CONFORM{�iG TO ASTM T{ME CNTERVALS NECESSAR�( TO CQ�JFCRM THAT ALL V�IOR{� fZEQUIRED
<br /> � SOUND PRACTlCE AND ALL FED�RAL, STATE, AND LO�AL A252-98 GRAQE 2, UNCOATED. iNSPECTION IS IN COMPLIANCE.
<br /> , REQ.UPREMENTS. .
<br /> . � . 3. PILE DIMEN'SfONS: 12�"�a O.D. x �" WALL THICKNESS, LENGTH` !�S REQUIRED. 5. SEE SPECIFICATIONS FOR ADDITIQNA� INSFECTFON REQUfREMEN�S. •
<br /> � R�FERENCED DQCUMENTS �
<br /> � ., .-� 4. INSTALLATION: PILES SHALL BE VIBRATORY DRIVEN T0 10'-0" MINIMUM �
<br /> � . 2�12 IBC, INTERNATlONAL BUILDING CODE (IBC} PENETRATfON. CUT-OFF NEU�f FENDER PI'LES AT ELEVATI'ON T0 MATCH ABBREVIATIaNS -
<br /> �. ANS1/ASCE 7 "MINIMUM DESIGN LOADS FOR BUILDfNGS AND OTHER STRUCTURES" EXISTI(�G ADJACENT FfLES. FIELD WELD STEEL PLATE TO SEAL TOP OF PILE. : ` ��
<br /> /�MERIC�N SflCIETY OF CIVIL ENGINEERS.
<br /> GRIND WELD SMOOTN. BTWN BETW.EE�! �
<br /> � GO E RE UfREf�ENTS FOR STRUCTURAL CONCRETE A�I 318-11 AMERICAN 5. HAR'DWARE: RElJSE EXISTING HARDWARE IN GOOD CONDITION. PRQVIDE NEW CL CENTERLINE
<br /> ,.�. BUILDiNG D Q CONC C�NCRETE
<br /> eONC(�ETE INSTITUTE. . f-iARDWARE WHERE SHOWN ON THE DRAWINGS. ALL NEW HARDWARE HOT-DIP DET. DETAIL
<br /> � 4�. A[SG MAIJUAL OF STEEL GONSTRUGTION, 14TH EdIT10N, 2�1.0 GALUANIZED A36 STEEL (UNQ). TOIJCH-UP DAMAGED GALVANI�ING WITH � DIAMETER ;
<br /> FIELD APPLfED COLD GALVANfZING CaMPQUND. EL., ELEV ELEVATI�N
<br /> . EX, EXST EXISTING
<br /> GALV GALVANIZED ��
<br /> D�ESIGN LOf�E}S EP�X1� �NCH'ORS HDG HOT-DI.P GALVANIZED �
<br /> ^ 1 . ANCHORS SHALL BE ATTACHED TO CONCRETE (�SING H.ILTI HlT-H1� 200-A LG L�NG
<br /> QC ON CENTER � & �.�
<br /> � 1 . DESC�N OF WALER AND CQNNE�TION BASED ON ERftTH PRES�URE ADHESIVE ANCHOR SYSTEM, W/ HILTI HfT-Z RODS 0� APPRaVE�
<br /> - � _ � LOADS PROVIDED IN THE �EOTECHNICA� REF'ORT Bl� LANQAU 8c PCF POUNDS PER CIJBl.0 FOOT
<br /> � ASSOCIATESr D:ATED AUGUST 19TH> 2(708. ,4LTERNATIVE. FL PLATE , �
<br /> �. = �
<br /> REF REFERENCE
<br /> 2. EMBEDMENT LENGI"HS AN'D BOLT SI�ES AND TYPES SHAILL BE AS SHOWN SECT. SECTION '
<br /> ON PLANS. TBD TO BE DETERMINED BY PORT
<br /> TYP TYPICAL �
<br /> � 3, SEE SPECIFICATION.S FOR ADDITIONAL INFORMATION. UNO I�NLESS N:OTED OTHERWfSE
<br /> , ,; WF WIDE FLANGE
<br /> NO�SHRINK GR�UT , : .
<br /> 1 .. DAYTON-SUPERlOR "SIJRE GRIP'' 4R APPROVED EQUAL. '
<br /> LEGEND:
<br /> WELDING �ETai� �
<br /> . ELQING SHAL BE PERFQRMED BY WELDERS IJALIFIED F�R THE
<br /> 1 . ALL W L Q
<br /> �
<br /> WELDING AND POSITION SHOWN IN �k.CCORDANCE WITH AWS AND NAVING SHEET #
<br /> CURRENT CERTIFICATION FRQM VVABO. � �
<br /> WHERE DETAIL �Y � °
<br /> 2. ALL WELDS SHALL BE PER'FORMED WITH PRQCEDURES PREQ:UALIFIED OR IS CALLED FROM � SHEET `
<br /> aUALIFIED IN ACCQRDANCE WITH AWS D1 .1 AND D1 .4. # � t� �
<br /> WHERE QETAIL
<br /> 3. THE WELDS SHOWN ARE F�R THE FINAL CONNECTIONS. FIELD WELa aC�URS �
<br /> SYMBOLS ARE SHOWN WHERE FIELD WELDS ARE REQUIRED BY THE
<br /> STRUCTURAL aESIGN.
<br /> 4. WELDING ELE�TRODES SHALL BE 70 KSI STRENGTH AND SHALL BE
<br /> "LOW-HYDQR�EN„ EL.ECTRODES. ���� �������� I �
<br /> . -a�-a.o
<br /> PU LI SERVICE DATE � � � _
<br /> PUBUC WORKS.
<br /> � • ' . � • _ fiROSiON DRAtNAGE D�PARTMENT • .,, x.�
<br /> A PUBIlC WORKS PERtWIfT IS REQUIREaPRIQR � '
<br /> - TO 57ARTlNG ANY CON57Rl!CT�ON ON TH1S "< ,
<br /> CITY ENGlNEER pROJEC7. APPROVAL F0� THIS Pr�OJ�CT IS , „',:
<br /> ;�� C6NDl710NAL PER CURRENT S7ANDARDS '
<br /> ; AND EXPIRES 8-ay-ab/6Uh'_FSS pcRMtT
<br /> FOR CONSTRUCTIaN HAS BEEN ISSUED
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<br /> � �1OTE: F�LL �I�E CS 22" x 34"
<br /> ; PROJECT ENGfNEER: SCAL.E: DWG. NO. = ',:
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<br /> . � �t)!�T O� EVERETT
<br /> , �'� � R. RILEY AS SHOWN
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<br /> I f � �� oEsicN I g TGEN 7 T 27 � � � LH 1- D IJ:L(� H E H � � ' '
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<br /> � ; � -0-�1 �-01 � , ,
<br /> � DRAWN BY: CHECKED BY: �
<br /> RENQV��IO �I t�
<br /> , �� G. CAREY R. RILEY PRo�ECT
<br /> � 3g ������ S T R U C T U R A L N C)T E S �,o. M-r-HT-�o� 5-0� �
<br /> ' ' P ,o, B a x 5 16015th Avenue, Suite 130Q �'
<br /> ' Seattie, Washington 98101 �0 7/2 7/1'� X X X I S S U E D F O R B'I D� , �� �� a P P R o v E o � _ �
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<br /> I EVERETT , WA 98206 -���
<br /> , (425) 259-3 I 64 {206) 382-060Q Fax (2Q6j 382-0500
<br /> N0. DATE BY REVISION N0. DATE BY REVISION SH.EET NO.. "� �(- OF 23 m
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