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'21PItiE$ PILE SPACING&LOAD REQUIREMENTS TABLE 3. •L
<br /> <`e A'OC MAX PROPfR1Y IINE MAXOL SPACING, MIN VERTICALCA►ACITY.NW PROOFTESTINGLOAD.kips
<br /> . r �yl,_._-_._-_._._._. Sl'-0•'—•--_•_•_ I200%MIN VERT1GLFAPALT71' LOCATION
<br /> 1_•_• --r•—•—•—' PULER PILE TYPE
<br /> 29
<br /> jk LOCAiv-PRF BTWN PILES END OFFSET ALLOWABLE LOADING (MINN ULTIMATE CAPACITY) y,• ,.
<br /> 5, [f 7 NPT'1M 3'0' I 00545103902800 I TAP HELICAL B'-0• 3'-0• 12.0 k/PILE 24.0 WILE TYP EXTERIOR -
<br /> »__— __, ,.,FROM CCRNER I PARCEL NO.
<br /> '•
<br /> I
<br /> L& ',, LEGAL DESCRIPTION I KOTES
<br /> 1d .;1 I PRIEHURST DNC BL0039 D-00 I e.MINIMUM AND MAXIMUM INSTALLATION TORQUEFOR HELICALA39EMBLIE3 SHALLRE SPECFIFD BY MEPILE
<br /> U f I,- I -ALL LOTS 28829 MANUFACTURER.THE MINIMUM INSTALLATION TORWESHALL BE RICH ENOUGH TOR ACHIEVE THE REQUIRED BEARING
<br /> ( S CAPACITY LOADING.WCLUDING A SAFETY FAC ION NO LESS TITAN2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT
<br /> 1 I/ y, 5 I OWNER NAME B ADORE89 EXCEED TILE ALLOWABLE TORSIONAL CAPACITY CF THE PRE SHAFTS ORALYPARTOF THE PILE ASSEMBLY,MAXIMUM
<br /> . Yam'- ` MORJAC CARLAS E INSTALLATION TORQUE RATING OF 8.300FT"LBS FORA 2-7M INCH DIAMETER HELICAL PILE WITH 0203 INCH SHAFT WALL
<br /> S I 2521 JACKSON AVE.EVERETT. I. THICKNESS PER ESR-3TFX1.
<br /> &LJ Ery�A"vYu • {�}-�3° I WA 992135618 I E.FOR HELICAL PILES.PER IDEAL GROUP DWG NO.:2TOTFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7l8'
<br /> . - ..
<br /> •
<br /> =s j • lRU-FORCE UNDERPINNING BRACKET IS LIMITED T030 KIPS.
<br /> )5 W i C.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR3750.
<br /> 0.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART
<br /> (V z., 5 J I OF THE ASSEMBLY.
<br /> ' -1.,, C • I c.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PUN. W
<br /> IAI l s AbOC�s ��' li lT}; 9B0 AC MAX j
<br /> j I SITE NOTES
<br /> jx, S•� I (Ej STRUCTURE- `re I 1.VERIFY ALL DIMENSIONS ON SITE. �n
<br /> itl F 2.FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL V I UJ I
<br /> (- C,i FaCIS, 3 I I PER RBR LEVEL SURVEY. ZIZI
<br /> 1 3,REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED OCTOBER 8TH. OIO'
<br /> 1 G�11'? 1- 12 s I I 20N.FOR ADDI110NAL INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. YE
<br /> �! I A.LEVEL SURVEY PER RBR REPAIR PLAN DATED JUNE 11TH.2020.REFER
<br /> /�',3 5� i TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND
<br /> }V "3 I t I
<br /> 1.0:.4L.Pia ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. ', •.
<br /> FROM
<br /> A. 13.5' "a I C 5.PARCEL DIMENSIONS PROVIDED BY SNOHOMISH COUNTY.NOT TO SCALE.
<br /> CORNER I h PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,1 ell
<br /> RJR LEVEL SURVEY I "1 -g APPROXIMATED PER SNOHOAISH COUNTY GIS MAPPING TOOLS.NOT TO BE T 1 J 1
<br /> Bee SWCNeeI Calalelm Parxpa M AMAoreI Requvanyinu I USED FOR LEGAL PURPOSES. ' `/
<br /> j I rt5
<br /> S 11.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT
<br /> w•
<br /> SHOWN FOR CLARITY. ./
<br /> 21• I
<br /> q I SITE PLAN LEGEND
<br /> j^ I ,[ EXISTING RESIDENCE STRUCTURE
<br /> j 29,-6. ,� g-2. 252a JnccWV AVE I
<br /> --' •
<br /> EXISTING ADJACENT STRUCTURE
<br /> t—T s"}� I EVBRETr.Wn9e2ua
<br /> I I }1 1° )';4T'& i AREA OF PROPOSED WORK
<br /> .. 41 4. A v .1 j • PROPERTY LINE
<br /> • ,1 1 ,�y � • �61�� �r it
<br /> r' ,I i
<br /> ' y \ �' r I ----_APPROXIMATE DIMENSION F.t ,.,y,:
<br /> I "? ,- :r.;�, , ,�,,.' ,r I 2521 JACKSON AVE
<br /> I RE9IDENCE I
<br /> E521 JACKSON AVE EVERETT,WA
<br /> 28191eF'xSCM820 I - VERETT.WA 98203 I 96203
<br /> EVERETT.WA AUWT
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<br /> j MITT
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<br /> -s s..o 11111111l1 j 10/8r2020
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<br /> --I-_._-� _•PROPERTY UNE •
<br /> JACKSON AVE `
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<br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN N
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