2006 OAKES AVE 2025-05-02 - Laserfiche WebLink

PILE SPACING& OAD REQUIREMENTS LE W w II II n _ SITE PLAN LEGEND MAX 0.C.SPACING,ft MINN VERRTICAL UPAOW,Ups AB PROOF TESTING LOAD,AIM •,'µ... •.. J, X < O F EXISTING RESIDENCE STRUCTURE PREP ^�TIM BEEN PIES ENDORSEE ALLOWABLE LOADING 200N MIN VERMAL"MAC" LOCATON 40 l` 4)- Z Ig.q W y GAIN ULTIMATE CAPACmI VC �U 6 EXISTING ADJACENT STRUCTURE TYP HELICAL 8'-0`UNO_PER PLAN 9.0 M/PILE 18.0 k/PILE EXTERIOR q L,O2 �1"" 6O r�, r1p (C -- 2-9 HEUUt 6.4r UNO PER PLAN 13.0k./PIll 260k/PILE EXTERIOR 5 '�•: ti LL ,F o b • Ih X x Z y AREA OF PROPOSED WORK 1 CONCENTRIC PER PLAN PER RAN 25.0k/PI E 50AWRLE INTERIOR Kilt CO_ , it) A- N �w • PROPERTY LINE a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLES SHALL BE SPECIFIED BY THE PILE ----- Ail �9 MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING Y ID ---- APPROXIMATE DIMENSION CAPACITY LOADING,INCLUDINGASAFETY FACTOR ACCESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT L� EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM �:M �W0 N. C' ESS PER ESR.3760. INSTALLATION TORQUE RATING OF 6:300FT•LB9 FORA2-TSB INCH DIAMETER HELICAL PILE WITH 0.2031NCH SHAFT WALL N t¢� S N , b.FORTHICHEUCAL PILES.PER IDEAL GROUP DWG NO.:2TBTF0,THE ALLOWABLE STRUCTURAL CAPACITY FORTHE 2T/B• It w-L�I`Y p TRLLFORCE UNDERPINNING BRACKET IS LIMITED TO ST KIPS. O 'S w K.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MMIUFACTURING,INC.,IN ACCORDANCE WITH ERR3TE0. { �, i IC¢3¢ S E.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART o w N OF THE ASSEMBLY. e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. W 5P LL..W3u NI O Eve' r re 0 NY.�a u'o n • SITE NOTES I�w • ,6 re ¢ 1.VERIFY ALL DIMENSIONS ON SITE. 1 2 V IA .- 2.FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL W I N UgU2gPER •! O;LL W Q T 1 _ 3.REFER TO LEVEL CALCULATIONS PACKAGE DATED MAY 10TH. 0 0! {K Q=3 2021,FOR ADDITIONAL INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. J I L 4.LEVEL SURVEY PER RBR REPAIR PLAN DATED JANUARY 28TH,2021.REFER PCC N. TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND q O _ •' ADDITIONAL REOUIREA£NTS FOR REPAIR PLAN iii2((JJ '•Y y --' -" ' -- ----- - 1 ' S.PARCEL DIMENSIONS PROVIDED BY SNOHOMISH COUNTY.NOT TO SCALE. a0 ab st` 'b Q I�Z V E PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,1 m, �V 19 ; APPROXIMATED PER SNOHOMISH COUNTY GIS MAPPING TOOLS.NOT TORE Q I USED FOR LEGAL PURPOSES. __14) R&R LEVEL SURVEY 6.SITE FEATURES ANO EXISTING STRUCTURES ON ADJACENT PARCELS NOT See Structural Calculation Package for Additional Requirements "•""—'"�•—""— — - SHOWN FOR CLARITY. Q • I PROPERTY UNE I Project Description t I Foundation Stabilization/Jacking I I „, ..,._»... .,jA—..,.,—'..,.•—«...._.,.._ 2006 OAKES AVE SE i ,..,sntUf.II2TL i EVERETT,WA 96201 • *PAWS i I I Legal Description ._.. -. ... '4' R6smENCE q i EVERETT'DIV K PLAT OF BLK 422 D-00- LOTS 29 8 30 2006OAKES AVE i--m'--^"—I\ "_..... .. N 20080AKE9 AVE N EE EVERETT.WA se2o1 EVERETT,WA I WI \ I I I Parcel Tax I.D.No. 98201 1 IQ =I 00437942202900 IN •i < S210203-1XR i IA Helaht Calculations ZT Y• Survey not performed. MRT -5Z-11" k 11'-0•—f6j� �o 21'-0" ,r 19'-1" PARCEL NO. O 1 5'-0'- 'a Lot Coverage by Building i 0007942202DM i 5I1012021 LEGAL DESCRIPTION Lot Size=0.14 acres=6,098 SF EVERETT DP/KPLAT OF BLK 422 D-00 I Existing House=1150 Sr 5 i -LOTS 29830 I Bldg SF/Lot SF=18.8%+ I, 1 OWNER NAME&ADDRESS I GOLDSTEIN AOAM&NYDA 1 I 2006 OAKES AVE SE I Impervious Area • EVERETT.WA 98201 Note Imprevious area to remain unchanged PROPERTY ONE + 1 approximate 6 I t ii I -41(Al$1'.- yl I , N o_ In NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN al M= rn N 0 —11 CO A