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3M4 <br /> • <br /> 9a Ti+U,n•', <br /> SITE PI-AN NOTES `'- <br /> p 45 <br /> _ 1. VERIFY EXISTING STRUCTURES AND ALL DIMENSIONS ON SITE. <br /> 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL *'.S•UxALE; ' <br /> PER R&R FOUNDATION SPECIALIST(R&R)LEVEL SURVEY. <br /> PROPERTY LINE _ _____ -------- <br /> ___- _ i 3. REFER TO STRUCTURAL CALCULATIONS PACKAGE BY L120 DATED DEC 09, <br /> -'- - - - - - - - - - --- - 310'-0"' ��---'J - I 2022,FOR ADDITIONAL INFORMATION,SPECIFICATIONS,AND <br /> _ • <br /> REQUIREMENTS. <br /> q - 4. LEVEL SURVEY PER R&R PROPOSAL DATED OCT 10,2022.REFER TO <br /> STRUCTURAL CALCULATONS PAW GEFOR MODIFICATIONS AND <br /> - - - ADDITIONAL REQUIREMENTS FOR LEVEL SURVEY.. , <br /> • - _.._ _. ____ - R - . 5. PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR <br /> • �I�.coNca srFM i GIS MAPPING TOOLS&TAXSIFTER INCLUDING THE SELECTED PARCEL. <br /> r tPERIMETEarnic uiH m AT _ I PROPERTY DIMENSIONS ARE APPROXIMATE FOR REPRESENTATIVE <br /> t L MOT,'11DA1OR TO m - - ( PURPOSES ONLY.NOT TO SCALE NOT TO BE USED FOR LEGAL PURPOSES <br /> wants CONCRETE wALL - - , <br /> AT RE LOCATIONS IS <br /> LEu THAN zr TALLI OR IN PLACE OF A FIELD SURVEY. <br /> I._ 6. SITE FEATURES AND SOME EXISTING STRUCTURES ON ADJACENT PARCELS o C O • <br /> ..,.. ......N..�--� - a <br /> NOT SHOWN FOR CLARITY. m <br /> HANGER Doors - , <br /> Anti 41ts <br /> ZE <br /> 'V n I G tJ�� {t` SITE PLAN LEGEND 0 'MZ <br /> r 1 ,�I� Cfb DRIVEWAYI EXISTING RESIDENCE STRUCTURE O <br /> 'v � ACCESS J <br /> EXISTING ADJACENT STRUCTURE <br /> {}a U . <br /> T`sae pm/ +® T m q (E)STRUCTURE ( : AREA OF PROPOSED WORK +,1 <br /> 9E WaEN PLEA I $ 1032 W Marine View Dr , <br /> 1 • Everett,WA 98201 <br /> i •s aw _ •—-— PROPERTY LINE .♦�� <br /> { _: APPROXIMATE DIMENSION <br /> inI< -. HELICAL PILE <br /> ,1 Q DRIVEN PILE =I':'.S <br /> i i 1 <br /> i - .- <br /> ,a—'tm <br /> i Cl) r z Q 4'L6x6x3/8 ANGLE IRON <br /> o L <br /> i 70'-a•• / <br /> PROPERTY LINE ___.__ <br /> 1 I PCT.:-..ANT <br /> 1032 W Marine View Dr <br /> Everett,WA 98201 <br /> S221028-2XR <br /> DP...,!--i a- PAM <br /> PARCEL NO. CHEM: M RT <br /> 0196006 i 1 1 83.I I <br /> { .I '-1_ - 12/09/2022 <br /> LEGAL DESCRIPTION J! <br /> SEC 18 TWP 29 RGE 05LOT 3 OF • ' <br /> PILE SPACING&LOAD REQUIRMENTS TABLE NORTON INDUSTRIES BSP REC VOL - - <br /> MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips 2894 BSP'S PG 0177 AF NO 9404010424 ' .- i I <br /> PILE# PILE TYPE BTWN END 200%MIN VERTICAL CAPACITY LOCATION &AF NOS 9404015002&9405185001 j 1 <br /> ALLOWABLE LOADING <br /> PILES OFFSET (MIN ULTIMATE CAPACITY) BEING A PTN OF N1/2 SEC 18 �— <br /> 1-8 HELICAL 8'-0' 3'-0' 8.0 kip 16.0 kip TYP i i <br /> OWNER NAME&ADDRESS 1 $ ¢.awa;mPie <br /> 1 DRIVEN 4'-0' 8.0 kip 1 G.0 kip TYP i HARBOR MARINE MAINT&SUPPLY INC Ir --f(_ —=-- i <br /> 1032 W Marine View Dr — <br /> NOTES: Everett,WA 98201 1 <br /> I -----i 1.. . I <br /> a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE - i . r� <br /> MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING I . <br /> : ! <br /> CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT T I 1 (8)PILES/8'OC MAX <br /> _ _ <br /> EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM - ' 'j 'I _i AO' - --- II <br /> INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0203INCH SHAFT WALL — Ta I ,O <br /> THICKNESS PER ESR-3750. i • •ea' i 1. <br /> A.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 27/8" i I • -- <br /> TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 29 KIPS.c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR3750. R&R LEVEL SURVEY <br /> d.CONCENTRIC DRIVEN PILES AS MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,IN ACCORDANCE WITH ESR-4121. <br /> e.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY. SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS 1.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. <br /> SITE P LAN <br /> a <br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. es�., v f �.-` E'T 1 <br /> NOTE:L120'S SCOPE IS LIMITED TO THE PERIMETER SUPPORT SYSTEM/CONTINUOUS FOOTINGS.THE INTERIOR CRAWL SPACE SUPPORTED SYSTEM FOR THE FIRST FLOOR SHALL BE INSTALLED PER R&R. L '' C$• r^•N. <br /> t� "' <br /> kEVIEWED FCR FE "�1T <br />