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GENERAL NOTES <br />�. �. u tor: ^nc w�;o 0 5&H in�s e� ucrus <br />auwiNc coo[: L6II.SI8L5: <br />aLL OESIGN PAD CONSTRUC710N SMn11 CPlu�RM TO iHE 20DJ W�pE PW1GE SHAPES SWtL1 BE ASTM AB92 <br />R7IERNAnONAL BUILDINC CO�E QBC). DESIGN 5TRiDARDS, (�y .+ 50 KSI). <br />SFCCIFlCATtONS AND PRODUQ MANUFACNRE4C5 GTUAGS. YMERE <br />REFERENCED SM4LL BE TNE UTEST EDI110N. 51[CL %ATES IND SHAPES SHILL BE Ailid A78 <br />� �,,,,, � ,�, (Fy � 76 N51). <br />P.EfROFIT PUPCELL fAD�NEf DFAD LOAD � 900 LB AIA7f• PIPE SECTIONS SHN.I BE A57A1 A57. <br />MC E OR 5, GIL�E B(Fy � JS KSQ. <br />NOKN ULTRlSRE CPBiNEf DEA� LOAD � B50 LB AIA%. iryftF1DED RODS SWll1 BE AS�M NB U.N.O. ON VlANS AN� <br />TMIS INSTI�LUTION IS FOR (1)-flEiRORT PURCELL CAB:NET, D�'��'• <br />(1)-NONU ULTRASITE CAB�NEfS, AND (1)-:UI11RE NONIA ULiRASRC �y S�Efl, p�PoSED TO WFAIMER SHA11 BE HOT DIP GALVANIZEO. <br />CABINE�. A�y SfEEt NOT IXPOSFD TO WFA7HER SFULL BE SHOP PRIMED. <br />WIN� Itu� FOR fi5 MOH. ENPOSURF'B': <br />ps - A•Iw'0�J0 � 1Y.9 P5� <br />A- 1.00 PER TA9LE 1fi09.6.2.1(t) FOR E%POSURE 'B' <br />Iw � 1.00 PER TABLE 1601.5 FOR CATEGORY II $TRUCNRES <br />paJO � 12.9 PSi' PER TAGLE 1609.8.2.1(i) <br />SEISYIC LQ�; <br />BASE SIIEAR, V = (1.2•SCf/R)W � 0.19W (0.5D) <br />sm - x/Js�na - o.s7 <br />$T4 ^ FU�$9 e i.�Di <br />Po� 1.0 (TADLE 1615.1.2(1) FOR SITE CVSS 'D' W/ Ss > 7.25; <br />Se = 1.001 <br />R = }p (TAgLE 1617.6.2) <br />�Hoa o .x�N • s �ae�m � �: <br />SHOP DRAN'MGS SHALL BE SU0Mf7TCD TO n1E AFCHRECT M!D <br />ENGINEER OF RECORD FOR THE iGLLOWING REMS: <br />I. STRUCTURPL S1EEL <br />n A1iNiA1UM OF (3)-SEfS OF SHOP ORAWINGS SMALL BE PROYOE� <br />FOR REYiEW. CONTMCTOR SIULL REVIEW SMOP DMWINGS PRIOR To <br />REViEW �Y ARLHREC7 M'D ENGINECR OF FECORD. <br />N 0.�� ONDI710N5; <br />CO\TR�CTOR SHALL VERIFY ALL DIUEN510N5 ANO E%ISTING <br />COM1DRi0N5 Pft10R TO PROCEE�ING. IP CONDRIONS DIfFER FROM <br />iMOSE RSSUY.ED COMRACTCR SHALL NOTIFY MCMITECT PRIDfl TO <br />PROCEEDING. <br />CONTRACTOR SHnLL BF RESPONSIBLE FOR STAOILJtt fND TEAIPORMY <br />SHORINC REOUIflED TO SECURE THE SfRULTUPE PRIOR TO 7HE <br />ItISTALlAT10N OF PERIANIEN7 SUPPORi$ N1D ST7FFENING ELQAENTS. <br />� WORN � �I.N -(��T?u <br />AE POLLOW�NG FOUNDATION �ESIGN CRITERIl� B/5ED ON S�IlS <br />'nEPORT NUMBER 7-91A1-11905-0 DV AGM EMTH 8 <br />C�19RONAIENiAL, INC. (OATED OCTOBER 3. 1997) WAS USE� fOF <br />THIS PROJECT: <br />PLLOWABLE �OUNDAiION PRESSURE: I500 PSF <br />FLLOWABIE UTERAL BEMINC PRESSURE: <br />250 PCF O 5'-0' TO 12'-6' BELOW E%. GRADE <br />at1aWABlE SniN PRiC➢OY AT AUGERCAST PIER: 100 PSF <br />A GE0IECHN!CaL ENGINEER 1'EfrVNm BY TME OWNER SHALL VERIFY <br />SOR CONDITIONS AT THE TIME OF AUGEftCAST COtlCREfE PiEft <br />VlSinLLAl10N. THE GEOiECMNICAL ENGINEER SHALL VEftIFY THAT THE <br />CESIGN PARAMEfERS AND SOIL M'E IS LONSISTEHi WIiH SITE <br />CC�lDITIONS f'OUNDATIONS SHALL BE PUCEO ON SORABLE <br />UNDISNPBED NA71VE SOiL SHOUlO SiRl1CNRAL FlLL BE REQUIFED, <br />6UNIMU4 CO✓PACTION OP FiLL SMALL BE PIhCED AT 95R OF <br />�1.V�IAIUM DRY DENSItt PER 1571A D-1557. ALL SiRUCNRAL FlLL <br />SHALL BE MSPECTED 11N�Eft TNE �IRECTION OF � GEOTECHNICAI <br />ENGMEER. UNSUITPBLE MATERUIS ENCOUMERED SHALL BE REM�4ED <br />AND DISPOSE� OF IN PN APFRO�� 4ANNER, UN�ER THE DIRECTICR <br />C� A GEO1ELMVICAL ENCINEER. IF FlELD CONDRIONS DIFFER FR061 <br />iHOSC US[D POR �ESIGN GEOTECMNICW. ENWNEEP SNALL NOTli1' <br />ENGMEER 0( RECORD IN WRIPNC FOR POSSIBLE flE-DESILN. <br />CONTRACTOR SW�LL flEFEF TO CEOTECH NEPORT REFEFENCED ABOVf <br />�OR CONSTRUCTION LONSIDERA7ION5 AN� �RRLED PIER IXUVAnON <br />COvD17lON5. <br />��: <br />All. WElDMG SHAIL BE PER AWS D1.1. CURRENf FDffION /JID <br />SHALL BE PERFORMED Bf WABO CEFt11ilED WELDERS. <br />USE 70 KSI LOW MYDROGEN ELECTRO�ES. <br />CqN11NU0US SPECIAL INSPECTION SHALL BE PflOVIDED FOR FULL <br />PENETRATION FlEID I1iD SHOP WELOS. flE5ULT5 OV' A11 TESfS <br />SHALL BE SUBMIiTEO TO THE ENGINEER OF RECORD PoR REVIEW. <br />NO WEIDINC OF RE7NFCRLING 51EEL SHALL BE ALLONED UNLE55 <br />MPROVED BY iHE ENCMEER OP NECORD. <br />G CONCREfE <br />lEdg81615: <br />CEAIENT SVULL BE /STM C160, TYPE I OR T�PE II. <br />COMSC AND fME ACCRECAtE SHALL DE ASTM C37. <br />W�TER SHALL BE LLFM! AND POTABLE <br />TWENiY-EIGM MY COMPRESSNE STRENGTH SWLLL 8E 3000 P51 <br />FOR ALL C/5T IN PUCE LONCflEfE. <br />REIAFORC�NO 5][(�: <br />FEMFORCINC SiEEL SMALL BE DEfA1LED. FA9RICATED. AYD PLACED <br />PER ACI-718. SUPPORT ftEMFORLEIAENT WIiH APPROVED CFWRS, <br />SPACERS, OR TIES. <br />DEFORMED BM REINFORCEAIENT: AS1A1 A-675 GRA�E 60 <br />PROVIDE CORNER BMS AT ALL WhLL IND f00TINC CORNENS AND <br />IMERSECilONS WRH DUAIEfER TO MATCH REINFORLEAIFM AND <br />2'-6' HORIZOM/1 UP IENGTN. <br />�^V�RFfF fOl �N REI4FORCINB (L N.01• <br />CAST ACNNST EARTM 3' <br />IXPOSED TO FARTH AND SIAB ON GRnDE Z' <br />WALLS, To WEATHER FRCE �yi• <br />WAlLS, TO INSIDE �ACE �- <br />COLUTANS /JID 6Fh45 TO STIRRUPS �n. <br />f.RO rt �'pR B�uINF PL�tF• <br />N <br />NON-iHRINK GROUT S!UL. BE CEMEM BASED WI7M IAINIAIUM <br />C011PRESSfvE SfRENCTM OF 5000 P51. INSTALL GROUf fiELOW <br />BEMING PLATES PER IdV1UFACTURER'S RECOMlAENDATIONS. <br />ABBREVIATIONS <br />� <br />� <br />�a� <br />i �/a / ' <br />� J / 1 <br />i �\ ' <br />� <br />32i� / <br />� <br />� � <br />/ ' "� <br />�PoCE�dIiIDGE P� <br />/�RCN. UW�S. �./ <br />/ ' H <br />/ }� <br />� <br />/ '� � , � <br />� �/4/ , <br />� <br />�'���,•. <br />��'�5 <br />ENGINEERING <br />rmr arnce eon ov� <br />.nmovm. wn wiovo <br />ri�ar+¢�zoeias�_�ex <br />snx u_s� n�-vem <br />N <br />O <br />\ <br />ENLARGE SI AN � <br />� SCALE: 1 { � 1 -0 <br />untcc. <br />1. CONSTRUCTION DOCUTAENTS ME FOR FROPOSED EOUIPY[Nf PUTFORAI ONLY. <br />ANALY515 0: IX. MONOPOL! FOR A��RtONA1 IJifENN7S B/ OTNERS. <br />Z PIER � OUNDAPON, NOTIiY ENN EERNO� FiEC RD �OR A�POSS�BLEOREDF.SDICN <br />IF YAT FOUNCAiION WAS USED. <br />]. REFER TO N2LIi. DWGS. FOR EQUIPMEM PU7FORA1 LOGTION. <br />y � <br />� Q <br />W ;jjj <br />V � <br />W � <br />� Y <br />\ �. <br />� � <br />� a <br />� <br />� <br />Y� <br />�� ■ 1 I <br />■l011 <br />..,, � <br />kKchT�- C�nen. P.F <br />SL M� S�`.iT `�. 51'[ [ <br />IMI�UD. N 9\`.k <br />PpG H:9 en-,.,i <br />14 �M) lli{N�. <br />ORhKN �Y: <br />CHECKED BY: <br />ION <br />SrtE NUAIBER <br />SE01644A <br />AIA�ISON ST <br />TT. WA 99203 <br />6 <br />� '. <br />fRU <br />