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- <br /> ._._- PROPERry .IME_-_ "' � SITE PLAN NOTES •• r'''••.. <br /> I VERIFY OUSTING STRUCTURES ASO ALL DAENSIOILS ON SITE. <br /> i)1'D"'_ _- <br /> _..._.______i - I igMOAigN OMENS MN <br /> ARE TO OUTSIDE FACE OF('prRFiESTEM s0i <br /> • <br /> BP•' 3 REFER TO STRUCTURAL CNCUIATIONS AfELECTED PARCEL. <br /> 4 g / PROPERTY DNffNSXJNS ARE APPROXMATE GOP REPRESENTATIVE ^- <br /> LA PURPOSES ONLY NOI TO SCALE.NOT TO BE USED FOR LEGAL PURPOSES <br /> b� — q GARAGE OR IN PLACE OFAfELO W <br /> I 0 i E AND SURVEY./ SITE FEATURES A SOMEEXISTING STRUCTURES ON ADJACENT PARCELS O z <br /> ; SS YA LMJi ' NOT SHORN FORCW+RY. LD E. Z <br /> !I .1 o i r 22W <br /> I SITE PLAN LEGEND 2 <br /> ;_ I _ z'2 <br /> PRNUPr, ,E)RESIDENCE I 74. ❑ EXISTING RESIDENCE STRUCTURE O 0 <br /> ENTRANCE 5117 MI Ave • J <br /> -- Everett.wA982U3 EXISTING ADJACENT STRUCTURE <br /> BI!y 1.19. <br /> F ;/ AREA OF PROPOSED WORK <br /> W 3!p <br /> 7 g!Ir Nom Lis row,To — PROPERTY LINE \ 4A <br /> .dCuM.w .N N'..• , • • APPROXIMATE DIMENSION . <br /> M ! ,(� HELICAL PILE <br /> N 2; <br /> 5117 23rE Ave W <br /> Everett,WA 98203 <br /> ,,L-ICI.� .-„ --4. <br /> lµ LL v ,�� 5 <br /> •, `°, S230130-2XR <br /> •,-- PAM <br /> 'g DART <br /> 03/1712023 <br /> I= E uM <br /> PILE SPACING ELOAO REOUIRMENTS EAGLE ...�� <br /> MAXO.C.SPACING.R MIN VERTICAL CAPACITY.kips 1 PROOF TESTING LOAD.Mu • G i A A R <br /> PILES PILE TYPE, BTWN ENO 200%MIN VERTICAL CAPACITY LOCATION ' <br /> PILES OFFSET ALLOWABLE LONDNO WIN ULTIMATE CAPACITY) <br /> I-4 HELICAL AC• Id IJDAP 25UAw CHIMNEY 008698800000900 p o TIF <br /> 5-6 HELICAL 3AY MIN I'-0•uN 190 kip ORDER GARAGE W'All - f Y . <br /> YE HELICAL 6-0• F.O. IIDLp 22C1w 'NEST SAL I LEGAL DESCRIPTION <br /> GRANADA SEAVIEW ESTATES NO.2 - <br /> 0 <br /> N <br /> UAL <br /> a.MNNWMAND MAXIMUM INSTALLATION TONGUE FOR HELICAL ASSEMBLIES SHALL SE SPECIFIED BY THE PILE &UND IN IN-R ASUSJT EE a Irg • - <br /> BF EVIRETT TR 19SEN TEL CITY t;� {" <br /> MAIACITY LOADING, <br /> THE MINIMUM ASAFErr ION IORW LESS TNAN <br /> BE NON ENOUGH TO ACHIEVE THE REWIRED BEARING OF EVERETT,PUD 1 S GEN TEL <br /> FFr5FOYIE ALLLOWBLEUOIRGASAL CTYFACTOR NHE ALE SHAT THE ORMN{MLMNFTHE PLU SSEQUE MBL.MAIDNOT <br /> MUM <br /> INSTALLATION <br /> TORQUER RATING <br /> OF F OIILOSEO,Cf THEPLECH[L FTRH PART P E WPLOABBENHS.MAT WALL <br /> N ICKNESXPE TOGGLE RATING of B,JmFT•LBs iaRAz.rs NCH[WAFTER HELICAL PEE WITH OM INCH SHAFTwuL OWNER NAME 8 ADDRESS <br /> THICKNESS SSPEREESAS0. YANG CHIAve R&R LEVEL SURVEY <br /> 4.HELICAL ABSENCES AS /DEAL CAPACIACTUPoNGAC.NA YTHEWiCEwCTURE FOR 511723NAveW <br /> c PIE ONAOAIRB LOADS NOT TOEXCEEO4A%MU4 CAPACITY ASOEIERMNEDBY THE IMNUFACTURERFON ANT PPR' Everett WA 98203 SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL <br /> OF ISE ASSEMBLY. REQUIREMENTS <br /> C LIAXMM ON-CENTER SPACING LISTED GOP TYPICAL PEE NSTALATION UNLESS NOTED OTHERWISE ON PUN <br /> SITE PLAN <br /> NOTE THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. _ <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 RBA. `YJ <br /> N~ <br /> O_ <br /> N) <br /> W <br />