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3 of <br /> SITE PLAN NOTES ' r' <br /> 1. VERIFY EXISTING STRUCTURES AND ALL DIMENSIONS ON SITE. �'-x� ' <br /> •- <br /> 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL C v.E 'PER 122.12 FOUNDATION SPECIALIST(R&R)LEVEL SURVEY. <br /> PROPERTY LINE �.�-�. _- �•- --��""'�'��""j 3. REFER TO STRUCTURAL CALCULATIONS PACKAGE BY L120 DATED DEC 09. <br /> ._._...._-'^._-_................._.-_,._._.._.........._-.......__...._s," .-_.,-a_-_-_....,._._.�_--i--._._._-_._ 310'-0"• _._ i <br /> 2022,FOR ADDITIONAL INFORMATION,SPECIFICATIONS,AND <br /> I REQUIREMENTS. <br /> b 1 4. LEVEL SURVEY PER RV PROPOSAL DATED OCT 10.2022.REFER TO <br /> ( i STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND <br /> ADDITIONAL REQUIREMENTS FOR LEVEL SURVEY. <br /> 1 5. PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR <br /> • \ ! GIS MAPPING TOOLS&TAXSIFTER INCLUDING THE SELECTED PARCEL <br /> (E)6 CONCRETE STEM <br /> • wnuz-rTETMw TrvnT • ' I PROPERTY DIMENSIONS ARE APPROXIMATE FOR REPRESENTATIVE <br /> PERIMETER <br /> NOWTL120 PRIOR 9 1 PURPOSES ONLY.NOT TO SCALE.NOT TO BE USED FOR LEGAL PURPOSES <br /> • LL WORK F CONCRETE WI <br /> aT�OacaT�Mo I OR IN PLACE OF A FIELD SURVEY. <br /> LESS THAN za TALL . —AkC I 6. SITE FEATURES AND SOME EXISTING STRUCTURES ON ADJACENT PARCELS Q } 6 <br /> '_t, i NOT SHOWN FOR CLARITY. D I- IT, <br /> WINGER DOORS Z ° <br /> J " 1 I— ILI <br /> • /� <br /> a r 2 ! SITE PLAN LEGEND V W 8 <br /> a . Z Z O <br /> i b ACCESS <br /> ❑ EXISTING RESIDENCE STRUCTURE 0 Q <br /> 1 EXISTING ADJACENT STRUCTURE <br /> 1 m 4 (E)STRUCTURE i . AREA OF PROPOSED WORK <br /> 032 W Marine View Dr 44)wEverett.WA90201 _ . •--- PROPERTY LINE a � 1 <br /> i <br /> i • V! • APPROXIMATE DIMENSION <br /> F;o <br /> F w I-' •. HELICAL PILE /, <br /> � <br /> i a-I <br /> 1 ! <br /> 1 0) <br /> - <br /> i <br /> 4 <br /> o <br /> 1 — I s, I <br /> o <br /> PROPERTY LINE <br /> 1032 W Marine View Dr <br /> Everett,WA 98201 <br /> S221028-2XR <br /> PAM <br /> PARCEL NO. MRT <br /> 0196006 e3' <br /> 12/09/2022 <br /> LEGAL DESCRIPTION <br /> SEC 18 TWP 29 RGE 05LOT 3 OF <br /> NORTON INDUSTRIES BSP REC VOL <br /> 2894 BSP'S PG 0177 AF NO 9404010424 <br /> PILE SPACING 8 LOAD REQUIRMENTS TABLE &AF NOS 9404015002&9405185001 <br /> BEING A PTN OF N112 SEC 18 <br /> MIN O.C.SPACING.R MIN VERTICAL CAPACITY.kips PROOF TESTING LOAD.kips <br /> PILE A PILE TYPE BTWN END ALLOWABLE LOADING 200°%MIN VERTICAL CAPACITY LOCATION OWNER NAME&ADDRESS 4 .0'3-'*"',`'`' <br /> PILES OFFSET (MIN ULTIMATE CAPACITY) HARBOR MARINE MAINT&SUPPLY INC <br /> 1-8 HELICAL 6'-0' :3-o' 8 C kip 16 0 lap TYP 1032 W Marine View Dr <br /> Everett,WA 98201 <br /> NOTES: <br /> a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE <br /> 3' 44.4 <br /> MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING Le)Paes 1ti C oc MAX <br /> CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT SO' <br /> EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM +3' L. no- <br /> INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A 2-718 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL z _ - 60. 6 e <br /> THICKNESS PER ESR-3750. <br /> b.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR-3750. R&R <br /> c.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PARTLEVEL <br /> OF THE ASSEMBLY. <br /> H.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS <br /> N <br /> SITE PLAN Z a <br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. %., : I �-� IL y t I t I I N <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. REVIEWED FOR PERMIT <br />