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SITE PLAN LEGEND PILE SPACING A LOAD REQUIREMENTS TABLE • '.•1...e••• <br /> MAX O.C.SPACING,Lt MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips <br /> PILE I PILE TYPE 200%MIN VERTICAL CAPACITY LOCATIONA 7° } <br /> EXISTING RESIDENCE STRUCTURE BTWN PILES END OFFSET ALLOWABLE LOADING (MIN ULTIMATE CAPACITY) <br /> N EXISTING ADJACENT STRUCTURE 2-2 90 k/PILE 18.0 WAKE EXTERIOR A. PA: <br /> 4 HELICAL 8'-0° PER PLAN <br /> A 3-4 12.0 k/PILE 24.0 k/PILE EXTERIOR <br /> ■ -- __ AREA OF PROPOSED WORK <br /> `/J/-�_ PROPERTY LINE a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SWILL BE SPECIFIED BY THE PILE <br /> MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING <br /> CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT <br /> -- APPROXIMATE DIMENSION EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM <br /> INSTALLAI ION TORQUE RATING OF 8,300FPLBS FORA 2.1I0 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL <br /> THICKNESS PER ESR-3/50. <br /> b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO0 ,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2TI TO DD lI 0' <br /> TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. <br /> c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,N ACCORDANCE WITH ESR-3150. <br /> B.PILE ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART <br /> —„„,— OF THEE ASSEMBLY. <br /> '-'•—•`w'—"„"—••++—..+.—...w_ e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. <br /> 74TH ST SE <br /> - "- -"- — FOUNDATION NOTES w <br /> ' n°—r„—...w_ ••--••—*••PROPER LINE 1,VERFY ALL DIMENSIONS ON SITE, <br /> ° <br /> • . —•—•_• �T-„"-'"•"—^"'°`�--w�—u•w—riw�...•°— —"•"" 2.FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PERRNI LEVEL SURVEY. `�B6,OI .r.�.�.� z W <br /> 3.REFER TO THE HOLLOWING DETAILS FOR ADDITIONAL INFORMATION' Z <br /> HELICAL <br /> T <br /> s� • •' (E)CHIMNEY m ENTS <br /> 5 RFREsO STRCTRAe___.__TUSULt I I LGLCUTAIgN3 PACMGE GATED NOVEYBEK 19M.20D.FOR AOURgNAL INFORMATION,SPECIFICATIONS, J <br /> R REPAIR PUN DATEDSEPTEMBER ITTH.2022.REFER TO STRUCTURAL CALCIKATXWS PACKAGE FOR <br /> /1 / 4 MOOFKATRNS AN0 ADDITIONAL REQUIREMENTS FOR REPAR PUN • <br /> ! •I" 29,D° 2'-0" 25•O•. 'I T�'0" U B.MNMUA PILE DIAMETER SHALL BEI-IIF. . <br /> I A ITISACCEPTABLE TO INSTALL ALES AT THE SPACING SHWMWIIH x 06 TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS '.� <br /> I ENCOUNTEREDDURIHG PLE INSTIGATION PROVIDED WINO TWO ADJACENT SPMIS EXCEED THE SPACING LIMIFATIN AS NDCATED -,d-•�_ <br /> I ON LEVEL SURVEY. �B` <br /> I I 9.FELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PLE ATTACHMENT LOCATIONS ARE I'THICK MINIMUMMTH 26 HEIGHT <br /> I (MEASURED FROM NETS TOTICONC)MINIMUM. <br /> I 10.PARCEL OMENSONS NOT TO SCALE.PROPERTY LINE AND RESIDENCE LOCATING OMENSIONS FAITH ASTERISK,•I APPROXIMATED PER <br /> SNOHOMISH COUNTY i1MP.NOT TO BE USED FOR LEGAL PURPOSES. <br /> I It SITE FEANRES MD EXBTNG STRUMMER ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. <br /> I 11.PILES SHALL BE INSTALLED TO MNIMUM EMBEDMENT OF 5'P(UNO PER GEOTECHNCAL REPORTI. <br /> Ra 8NTLH ST CE <br /> Q I <br /> I N EVERETT.WA 9820J N I HELICAL PLE REFUSALCRITEAIA <br /> ITORQUING OF THE PILE SHALL CONTINUE UNTLA HYDRAULIC PRESSURE IS ACHIEVES TO PROVIDE HE SPECIFIED MNIMUM VERTICAL <br /> CAPACITY PATHA SAFETY FACTOR OF HOLM THAN TWO.A0VMCEMENT SHALL BE HATED IMMEDIATELY IF THE STRUCNRE AEONS <br /> I I TO EXPEPENCE UPLIFT FLEXURE. <br /> I I r <br /> I <br /> I I <br /> 4-8'-o i 1,- ---_I 54'-0.. r I 2418 74TH ST <br /> I j EVERETT <br /> I ---- --` big : WA98203 <br /> IQ \1 <br /> j ;rauI'IVYI AREA OF WORK �m • <br /> . ._ BId Monett+¢ 522100&2XR <br /> I NISod DUIISIX3=IS JT <br /> I <br /> I DART <br /> I ,aL Ro rn- .SZ Pr L- <br /> I I Si. 01C'i 11119/2022 <br /> I %' i WS- <br /> I :Tr I 0 aI- z/L- Z!I- 8/4- <br /> I <br /> PARCEL NO. I yUIS 10AO JCOId .-._ - _.— <br /> I 00398200300201 I - _ .. <br /> I LEGAL DEBCRBTON <br /> BUENA VISTA HOMETRACTS I RNC OIL 'I <br /> I BLK003DPI-N05FT OF LT N.0 A NI NIWaM <br /> VUT I- l <br /> I EXC W YET THOF I A <br /> I OOWNER <br /> NERNRRANO AE DORESS YWOO <br /> j Z/L L- a/ Z .0s <br /> I MARTIN/KAYLA JOELLE I I" <br /> 2010 earn ST I Z/L- Z/l',0$/I' L. Z <br /> I EVERETT.WA 98203 <br /> PL 10 C <br /> PROPEPTV LIRE <br /> RSA LEVEL SURVEY z <br /> See Structural Calculation Package for Additional Requirements 5 ry <br /> IA <br /> w <br /> NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN 1- <br /> ET) <br /> NJ <br /> O_ <br /> N <br />