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23rd ST <br /> SITE PLAN NOTES t- <br /> VERIFY EXISTING STRUCTURES AND ALL DIMENSIONS ON SITE. <br /> 2.FOUNOATIoNDWENSIONS ORE TO OJTSBE FACE OF CONCRETE STEM WALL <br /> PER EAR FOUNDATION SPECIALIST PGRI LEVEL SURVEY. <br /> 3.REFER TO STRUCTURAL CALCUWIONS PACKAGE BY LIST DATED JAN 3. <br /> 2023.FOR AODITIOML NFOIMATION,SPECIFICATIONS.MO <br /> REQUIREMENTS. <br /> a.LEVEL SURVEY PER MLR PROPOSAL DATED NOV22 2022 REFER TO <br /> STRUCTURAL CALCUUTNM S PACKAGE FOR MODIFICATIONS AND <br /> ADDITIONAL REQUREMENTS FOR LEVEL SURVEY. <br /> 5 PARCEL DIMENSIONS APPROXNATED BY SNOHIOMSH COUNTY ASSESSOR <br /> PROPERTY LNE __-_-_._._____._.___-_---___._._._._ CIS MAPPING TOOLS A TAXSPTER INCLUDING THE SELECTED PARCEL. <br /> __._._._.___._._______.___.___.___________.___.___.___._____ 1�.-0•. .___. PROPERTY DMENSIONS ARE APPROXMATE FOR REPRESENTATIVE <br /> DRIVEWAY I PURPOSES ONLY.NOT TOU'AI F.NOT TO BE USED FOR LEGAL PURPOSES W, <br /> I `ACCESS OR IN PLACE OF APED SURVEY. <br /> '.o <br /> I 6.SITE FEATURES AND SOME EXISTING STRUCTURES ON ADJACENT PARCELS jZ 4 <br /> �.. NOT SHOWN FORCLARrrY. 'qq <br /> S <br /> SITE PLAN LEGEND Z W <br /> EXISTING RESIDENCE STRUCTURE Z <br /> 0 <br /> p <br /> - - EXISTING ADJACENT STRUCTURE _I <br /> AREA OF PROPOSED WORK <br /> I t.a.. s,.• 5T'W u'.o ._._ PROPERTY LINE ,�= <br /> • <br /> w I+'ITBA% ISI PB,ES NBOC MA% t _ I • APPROXIMATE DIMENSION 0�. <br /> • <br /> C,„ `•1 •i•a�• a=• A•�`• I -- - I 04 ¢ HELICAL PILE <br /> aaaArAAwA all <br /> W <br /> (Ej RESIDENCE W <br /> 2303 Oakes Ave J <br /> Everett WA 98281 J f <br /> O COVERED •LA 016nemuu WS lnxrr LAIR /�� <br /> 4 PRBWIY, t -s7 ✓✓✓ . <br /> ENTRANCE ENTRY <br /> 4 . • -.• <br /> '§ tO 1M PROPERTY LNE -_._._.___.___._._. ___ <br /> 2303 Oakes Ave <br /> - -- - Everett,WA 98281 <br /> S221216-1XR <br /> F PARCEL NO. -- PAM <br /> 00439149300100 •rrr WALES Eel a MAK- ' MITT <br /> LEGAL DESCRIPTION <br /> EVERETT PLAT OF BLK 493 '�A,. • •+L = - - 0110 312 0 2 3 <br /> D-00•LOTS 162 - AU a a• 'SA' <br /> 1 � <br /> OWNER NAME B ADDRESS 3F-pw _ ,�„I, <br /> BALMER JOHN 6 AMY --- _ <br /> 2303 Ave U-.• R N <br /> ( 4 <br /> Everett.WA 98281 ! •_ rr <br /> x BI <br /> ' ya <br /> NOTES' - /1\ <br /> a.MWLNUM AND MAXIMUM INSTALLATION TORQUE FAX HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE CA /"� <br /> AUNUFACTORER THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING 4 <br /> CAPACOY LOADING.INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT PILE SPACING ALOYAO REORRMENTS TABLE I <br /> EXCEED DE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART Of THE PILE ASSEMBLY.IMENIUM MAX 0.C.SPACING.R MIN VERTICAL CAPACITY,Rip I PROOF TESTING LOAD.kip* <br /> NSTAIUIION TORQUE RATINGOFS.300FTtES FOR A 2.7M NCH DIAMETER RELCAL PILE WITH 0203 INCH SHAFT WALL PILE PILE TYPE BEM ENO 200•I MIN VERTICAL CAPACITY LOCATION <br /> THICKNESS PER ESR.3260 ALLOWABLE LOADING R&R LEVEL SURVEY <br /> LOADS I.HELICAL ASSEMBLES ASMANUFACTUREO BY EW MANLRACTUNNG.WC.IN ACCORDANCE WITH ESRJ160. • PAS OFFSET AKIN U I.ORA <br /> TE ATE CAPACITY) <br /> A.PILE OR ANCHOR Los MOT TO EXCEED MAXMWCAPACRY AS MW OVEREC BY THE MANUFACTURER FOR ANY PART `-61I HELICAL BO CO 90Ip ..•�� NOFTHA:. SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL <br /> OF THE ASSEMBLY. T.13 HELICAL Bt 1'O' .. I <br /> a.MAXIMUM ON{ENTER SPACNO LISTED FOR TYPICAL PLE NSTALL,ATION UNLESS NOTEDOTHEMYSE ON P. REQUIREMENTS <br /> SITE PLAN a N <br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. ICI-' <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. MJ <br /> N <br /> O• <br /> N <br /> O <br />