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SITE PLAN NOTES • .. `: <br /> I RIFYEXSING STRUCTURES AND ALL MESONS ON SITE. <br /> 2.FOUNDATIONDMENSOIS ARE TO ORSCE FACE OF COM'RFTE STEM NALL <br /> PE R RUR F W BLOAT pM SPECMLBT PLRI LEVEL SURVEY. <br /> _-_-_._._-_._._-_._._._._._— S.REFER TOSTRwCDRAL GLCUADOSOPACU3GESY L120 DATED DECL9 -._- <br /> ..,.._. _..._._..._..-_-_-_._._._._.�_-_._._._._-_.�._._._._-_._._._. H_._. 110'-0'• •_-_-_._-_._-_._ H 2022,FORAOTRNAL NEORMATICN.SPECIFICATIONS.MD <br /> 1 <br /> REQUIREMENTS.SURVEYP <br /> 4.LEVEL wmErPER RN:PRaosALATEO OCT BD.2022.REFER TO <br /> A SIRMCTUAtC C:MONSPAOWGEFORMOOFUATMNSMD <br /> AMINO.REWEBIENTS FOR LEVEL SURVEY. <br /> --.. <br /> 5.PARCEL DIMENSIONS APROMNA00 BY SOHOMISH COUNTS ASSES O <br /> ... <br /> }LP Tr OSYAPPIWG TOOLSdiASSFTEA PKiUOINGTHESELECTED PARCEL. <br /> G S RO%H ESENTAI <br /> G <br /> PURPOSES ONLY.NOT TO SCALE.NOT TO SE USED FOR LEGAL PURPOSES 1 <br /> Al PaSLOW0.11M• m OIN PLACE OF A FELD SURVEY. IQLI' <br /> _4 S SiIE FEATURES AND SOMEEXSTMG STRICTURES ON ADJACENT PARCELS <br /> A 'W��� NOT SHOWN FOR ARITY D Z <br /> j Y■ CL <br /> /R{W <br /> tF « ¢- SITE PLAN LEGEND V a <br /> fq Z W i <br /> a. <br /> &I! - RAIVDR Y EXISTING RESIDENCE STRUCTURE 0 0 T <br /> EXISTING ADJACENT STRUCTURE J <br /> 0 4 (E)STRUCTURE . AREA OF PROPOSED WORK <br /> G 1032 W Marine VAR Or <br /> 4 ui • Everett WA 98201 •-•- PROPERTY LINE �• <br /> g <br /> _ 044 <br /> 1 9 A APPROXIMATE DIMENSION `. <br /> • <br /> i •Yt HELICAL PILE <br /> I— <br /> co <br /> 1- <br /> § o <br /> L <br /> 9 <br /> sa' " c PROPERTY LINE t204 .fir( <br /> 1032 W Marine View Dr <br /> Everett,WA 98201 <br /> S221028-2XR <br /> PAM <br /> PARCEL NO. MET <br /> 0196006 <br /> 12/09/2022 <br /> LEGAL DESCRIPTION <br /> SEC 18TWP 29RGE05LOT 3 OF <br /> NORTON INDUSTRIES 8SP REC VOL _ <br /> 2894 BSP'S PG 0177 AF N09404010424 <br /> PILE SPACING A LOAD REOUIRMENTS TABLE 8 AF NOS 9404015002 8 9405185001 <br /> BEINGA PIN OF N1/2 SEC 18 <br /> NW O.C.SPACINO.R MIN VERTICAL CAPACITY,Up* PROOF TESTING LOAD.kips <br /> PILER PILE TYPE WWII END 200%MIN VERTICAL CAPACITY LOCATION OWNER NAME 8 ADDRESS 5 """"No <br /> PILES OFFSET ALLOWABLE LOADING WIN ULTIMATE CAPACITY) HARBOR MARINE MAINT 8 SUPPLY INC <br /> I-8 HELICAL 8-0' 31+01 80Yp •6C,,p TYP 1032 W Marine View Dr <br /> Everett,WA 98201 <br /> WTES- <br /> N.MNMUM AND MAXIMUM NSTALUTION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE <br /> MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REWIRED BEARING -- IOT‘S5SITrM.M. <br /> CAPACITY LOADING.INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAIW UM IISTALLATON TORQUE SHALL NOT if <br /> EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF RE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MNBMUM IT IP <br /> INSTALLATION IOROUE RAT INC OFB.30OTNES FOR A SIM NCHDWETERHELICAL PILE VAIN OM INCH SHAFT WALL so' R , 5 <br /> THICNESS PER ESR-3150. <br /> N.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEA ANMIFACIUUVG,INC AV ACCORDANCE VAIN ESR.IT50. <br /> c.PILE OR ANCHOR LADS NOT TOEUCEEO MASNUM CAPACITY AS OETENANED BY RE WWUFACIIMER FOAMY PART R&R LEVEL SURVEY <br /> o5THEON-CENTER <br /> N-CEN SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS <br /> F.OF THE ASSEMBLY.ONCENIERSPACNG LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. <br /> SITE PLAN s <br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. 1/ ' <br /> NOTE:L120'S SCOPE IS LIMITED TO THE PERIMETER SUPPORT SYSTEMICONTINUOUS FOOTINGS.THE INTERIOR CRAWL SPACE SUPPORTED SYSTEM FOR THE FIRST FLOOR SHALL BE INSTALLED PER RBR. US <br /> N <br /> O_ <br /> N <br />