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SITE PLAN NOTES <br /> I.VERIFY EXISTNG STRUCTURES AND All ONENSIONS ON SITE • <br /> I -ew,•_ 2.FgMDATIONDMENSDNS ARE TO OURSDE FACE OF CONCRETE STEM WALL :�q' <br /> •f�L�' ` PER RSRFWNOATCNSPECMLETIRARILEVEL SURVEY. l-P'J <br /> - 3.REFER TO STRUCTURAL CALCLMPCNS PACKAGE BYLI70 DATED MARCH: <br /> i 2021.FORADOITCNAL NFLMMATCN.SPECIFICATIONS.AND ..... <br /> REOVIREMENTS. <br /> a.LEVEL SURVEY PER RIP PROPOSAL DATED DEC II.Ma REFER TO <br /> STR.CUPAI CALCUAOQ4SPA2'TINT,FOR MODIFICATIONS AND <br /> I ADOITIOINL REOUNEMENTS FCC LEVEL SURVEY. <br /> I 5.PARCELDIMENSENS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR <br /> GIS MAPPING TOOLS 6 TAXSETER HOLM/NODE SELECTED PARCEL. <br /> I —Rm PROPERTY DIMENSIONS ARE APPROXIMATE FOR REPRESENTATNE <br /> I PURPOSES ONLY.NOT TO SCALE.NOT TO REUSED FOR LEGAL PURPOSES <br /> I OR N PLACE OF A FELD SURVEY. <br /> O.SITE FEATURES AND SOME EXISTING STRUCTURES ON ADJACENT PARCELS <br /> NOT SHOWN FOR CURS?, LU <br /> I• <br /> I.SPECIAL NSPECTOR TO BE CONTINUOUSLY PRESENTDURNG ALL Q <br /> PILE INSTALLATION AND LOAD TESTING. <br /> Z <br /> V/� <br /> ~ <br /> ZZ <br /> 0o_ <br /> TAT Z ► J <br /> . 1,-.) <br /> I SITE PLAN LEGEND ` <br /> COVERED (El RESIDENCE 0 <br /> EXISTING RESIDENCE STRUCTURE <br /> ENTRY 7423 Lave;Ridge Rd <br /> I EVNsB.WA96203 EXISTING ADJACENT STRUCTURE <br /> I i I7JPILESQ T OC M AX I <br /> T AREA OF PROPOSED WORK <br /> I ^ • •mis —..,- •—-— PROPERTY LINE <br /> rK. I — 11 • APPROXIMATE DIMENSION <br /> leN1.1. .v=To it I•ems ¢ HELICAL PILE <br /> 1'E'0H°"`al ® L•w Lm C6X3.2 CHANNEL <br /> Iz PILES roc Max x 7423 Lower Ridge Rd <br /> vo MP <br /> � ' ® ® 4x4 ADJ.POST BASE wl PAD <br /> 1 Everett,WA 98203 <br /> u � <br /> § 3 ® H <br /> •'--""°°zx7ire_ _ E' ,R.�R.%..,.N •B� m — 5240702-iXR <br /> (•)PILES,..7.00 MAX aM PAM <br /> LAAIMROSE. :. <br /> i" <br /> 4 5 6 7 MRT <br /> :jZ <br /> 0310sn024 <br /> PARCEL VIEW Trn•• " TAD-- IVO'• <br /> N.T.S. I _ <br /> • <br /> 1rz �x1:3 <br /> a .w. <br /> 414. <br /> PILE SPACING 6 LOADREQUIRMENTS TABLE }iIL <br /> MNO.C.SPACING.B MIN VERTICAL CAPACITY.Mips PROOF TESTING LOAD Apo IAPILES PEEISPE BINS END 200E MIN VERTICAL CAPACTY LOCATION PARCEL NO. w tT roR <br /> ALLOWABLE LOADING "eiocnrE <br /> PILES OFFSET IMINULTIIMTE CAPACITYI 00392000002002 ur.na,Fe.w �� <br /> ME WIT. <br /> HELICAL NC 3'.U• BDMp CLOVE I PER PLiN y• t ' I, sLwun Nu <br /> LEGAL DESCRIPTION 'I N,Nv.aSr,.,x:VAX 4 <br /> SATES BEVERLY ACREAGE TRACTS BLK <br /> a TAN MARO MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMSLES SHALL BE SPEWED BY THE PILE 000 D-02-LOT 20 LESS S 75FT yArft,o...,�, . <br /> MANUFACTURER.THE MNIMUM INSTALLATION TORWE MAD RE HIGH ENOUGH TO ACHIEVE THE REO2NEDBFANING W•M.wlsCrw <br /> CAPACITY LOADING.NCI LONG A SAFETY FACTOR HO LESS THAN 2.THE MAXIMUM NSTALLATIONTOR0UE SHALL NOT OWNER NAME&ADDRESS •``•'yc 0 <br /> EXCEED THEN/MANE TORBIONN CAPACITY OF THE PILE SHAFTS MANY PART OF THE PRE ASSEMBLY.MAXIMUM <br /> NSTruATDN TORQUE WING OF e.300FTLBS FOR A2 7MNCHDAMEIER HELICAL PILE WTTH P.M INCH SHAFT WALL DIAMOND VENTURES LLC R&R LEVEL SURVEY <br /> THCKNESS PERESR-3Tso. 5406 HIGHLAND RD SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL <br /> 6.HaCM ASSEMMES AS MANUFACTURED BY MEAL MANFACTAVINB NC,INACCOROANCE WITH EON-SEND EVERETT,WA 98203 <br /> c PEE OR ANCHOR LOADS NOT TO EXCEED MAXNUM CAPACITY AS DETERMINED RV THE MANUFACTURER FOR ANY PART REQUIREMENTS <br /> OF THE ASSEMBLY. <br /> A.MAXIMUM Ov.CENTER SPACING LISTED FOR PAP..PILE NSTALUT ON UNLESS NOTED OTHERWISE ON PLAN SITE PLAN FH <br /> d N <br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. ILI <br /> _ <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. `S <br /> N <br /> 0 <br /> 41 <br /> CAg <br />