2303 OAKES AVE 2023 Plans 2025-07-01

olc 23rd ST SITE PLAN NOTES -`' •1. VERIFY EXISTING STRUCTURES AND ALL DIMENSIONS ON SITE. ',.��'( �. �� 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL •. 7/V.---- PER R&R FOUNDATION SPECIALIST(R&R)LEVEL SURVEY. 3. REFER TO STRUCTURAL CALCULATIONS PACKAGE BY L120 DATED JAN 3. 2023,FOR ADDITIONAL INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. 4. LEVEL SURVEY PER EAR PROPOSAL DATED NOV 22.2022.REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR LEVEL SURVEY. 5. PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR PROPERTY LINE _________________________—_______—.—-—-—-—-—• GIS MAPPING TOOLS&TAXSIFTER INCLUDING THE SELECTED PARCEL. r-—'—\ ---------------"—'—"—"—"—"—"------------- — — —•— —•-------•_----121'-0"'--__----__----_----_ PROPERTY DIMENSIONS ARE APPROXIMATE FOR REPRESENTATIVE DRIVEWAY I PURPOSES ONLY.NOT TO SCALE.NOT TO BE USED FOR LEGAL PURPOSES ACCESS I OR IN PLACE OF FIELD SURVEY. • I 6. SITE FEATURES AND SOME EXISTING STRUCTURES ON ADJACENT PARCELS }C Z - I NOT SHOWN FOR CLARITY. D I— U Iz ❑ I I— W C • I V SITE PLAN LEGEND W yry _ Z I EXISTING RESIDENCE STRUCTURE 0 7111 LL ; N ' I EXISTING ADJACENT STRUCTURE _J 1 1 I , AREA OF PROPOSED WORK 1 (IL 1riD°• 5•-0"• sr-o-- sa'; ". •-•- PROPERTY LINE '�r w j X�a'tytAx�Iy (6)PILES Q 6'OC MAX '}I Z * APPROXIMATE DIMENSION JI I Ih h I �'• w:r \ \Y Y - Sid_ HELICAL PILE '' o 'T �- s 1 r a;" 1 S I 70 �LOCATE PEE WITHIN MA% CC1 ,'OF CORNER O.i 1 `o A ' 'fI8 p f LL1 I 70 (E)RESIDENCE ; >— Q ; 1 2303 Oakes Ave 1 LLJ I w Everett,WA 98281I J LLl I \ 9 (l IE)IP CONCRETE STEM ' JN i WALL 2'-Y TALL MRI TYP AT I . - PRIMARY COVERED II PNonPTii�oPRgRTo ; ; "' ENTRANCE ENTRY I LOCATECORNER WTRN IF CONCRETE WALL I I d'OF CORfER MAX LEAS THAN Y.Y TALL ' 40Zik - 0 fa T i0 - - - - - - - - - - - - - PROPERTYLINE--—-—-—-—-—-—-—-—-—-----—-— — — — — — — — — — — — — — ' \ - - - - - - - - - - - - - - - - - - - - - - - -121.0 2303 Oakes Ave Everett,WA 98281 S221216-1XR PARCEL NO. PAM 00439149300100 4'MAX Y (6)PILES @ 6'OC MAX—4' MRT LEGAL DESCRIPTION I • • . - 19 EVERETT PLAT OF BLK 493 0 0'; 01/03/2023 v D-00-LOTS 1&2 0� m s �B' - a Bl OWNER NAME&ADDRESS A N . m <Beams> • A. BALMER JOHN&AMY o ;, m C _ 2303 Oakes Ave ,_ 8 n —- — — ITIj Everett.WA 98281 i -,X v L.o• - s o 8 .se BE o0 a om O z NOTES: z m SI = a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE .-- _ �! n MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING zz FL LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT PILE SPACING 8 LOAD REQUIRMENTS TABLE EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM MAX O.C.SPACING.ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD.kips INSTALLATION TORQUE RATING OF 8,300FT•LBS FOR A 2-718 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL PILE# PILE TYPE BTWN END 200%MIN VERTICAL CAPACITY LOCATION THICKNESS PER ESR-3750. PILES OFFSET ALLOWABLE LOADING (MIN ULTIMATE CAPACITY} R&R LEVEL SURVEY b.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR-3750. c.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART -. HELICAL 6-0' 4-C' 90 kip 'SO Rip NORTH&SOUTH WALLS SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL OF THE ASSEMBLY. C HELICAL 6-C' 89i Hp cC kip kEST'd AL d.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. REQUIREMENTS SITE PLAN co NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. LiJ 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. `"