23-100692-Site Plan-3.1.2323-100692-00-S F
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PROPERTY----
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- 225'-0"*------
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PARCEL NO. '
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113780-0060 '
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LEGAL DESCRIPTION I
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BROOKFIELD COUNTRY ESTATES
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Plat Block:
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Plat Lot: 6
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OWNER NAME & ADDRESS I
BYQUIST TOD A+KIMBERLY J i
123 S 363rd PI i
Federal Way, WA 98003 ;
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(E) RESIDENCE
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123 S 363rd PI
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Federal Way, WA 98003
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AREA OF WORK
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SUPPORT POST
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:::: :..::::.:::::::::::::::.. ------PROPERTY LINE----------------------------------------------------
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----- 217'-011*
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NOTES:
a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE
MANUFACTURER. THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING
CAPACITY LOADING, INCLUDING A SAFETY FACTOR NO LESS THAN 2. THE MAXIMUM INSTALLATION TORQUE SHALL NOT
EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY. MAXIMUM
INSTALLATION TORQUE RATING OF 8,300FT*LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL
THICKNESS PER ESR-3750.
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 C E I VE D
OF THE ASSEMBLY. SITE PLAK
d. MAXIMUM ON -CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN.
NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. mar 07 2023
S 363rd PI
SITE PLAN NOTES
1. VERIFY EXISTING STRUCTURES AND ALL DIMENSIONS ON SITE.
2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL
PER R&R FOUNDATION SPECIALIST (R&R) LEVEL SURVEY.
3. REFER TO STRUCTURAL CALCULATIONS PACKAGE BY L120 DATED FEB 6,
2023, FOR ADDITIONAL INFORMATION, SPECIFICATIONS, AND
REQUIREMENTS.
4. LEVEL SURVEY PER R&R PROPOSAL DATED NOV 7, 2022. REFER TO
STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND
ADDITIONAL REQUIREMENTS FOR LEVEL SURVEY.
5. PARCEL DIMENSIONS APPROXIMATED BY KING COUNTY ASSESSOR GIS
MAPPING TOOLS & TAXSIFTER INCLUDING THE SELECTED PARCEL.
PROPERTY DIMENSIONS ARE APPROXIMATE FOR REPRESENTATIVE
PURPOSES ONLY. NOT TO SCALE. NOT TO BE USED FOR LEGAL PURPOSES
OR IN PLACE OF A FIELD SURVEY.
6. SITE FEATURES AND SOME EXISTING STRUCTURES ON ADJACENT PARCELS
NOT SHOWN FOR CLARITY.
SITE PLAN LEGEND
[:] EXISTING RESIDENCE STRUCTURE
EXISTING ADJACENT STRUCTURE
AREA OF PROPOSED WORK
--- PROPERTY LINE
* APPROXIMATE DIMENSION
HELICAL PILE
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PILE SPACING & LOAD REOUIRMENTS TABLE
MAX O.C. SPACING. Fk
MIN VERTICAL CAPACITY: kips
PROOF TESTING LOAD, kips
P I L E R
PILE TYPE
BTWN
PILES
END
OFFSET
ALLOWABLE LOADING
200% MIN VERTICAL CAPACITY
(MIN ULTIMATE CAPACITY}
LOCATION
HELICAL
Hkip
18.0 kip
GARL.GE DC".-IR
HELICAL
6.9 kip
12.0 kip
GARAGE INTERIOR
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 R&R.
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REVISIONS
0 DESCRIPTION DATE BY
PROJECT NAME
123 S 363rd PI
Federal Way, WA 98003
PROJECT NUMBER
S230203-1XR
DRAWN u, - PAM
CHECKED BY M RT
SHEET DATE 02/06/2023
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