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8515 242nd St SW Edmonds Rannow site planAccess in C6 3 in. Helical Pile w in R&R Level Survey See Structural Calculations Package for Additional Requirements *N.T —W17HA107ESBYL1, SITE PLAN LEGEND ❑ EXISTING RESIDENCE EXISTING ADJACENT ; STEEP SLOPE AREA (- AREA OF PROPOSED) — - — - - PROPERTY LINE xxx CONTOUR LINE & ELE --- --- UTILITY APPROXIMATE DIMEN ` 9L NOS. LEGAL DESCRIPTION: GALLEON, ACONDOMINIUM BLK 003 D-00 APT 70117021801180219011902 BLDG C TGW AN UND 2 6912.6912.8012.8012.9112.91 % INT IN COM AREAS & FACS DESC IN ART 3 OF DECL REC AFN 7804240368 & AMEND PER AFN'S 7806060289, 7808100f75, 7901050207, 790 1090287,7902210310, 7903120268, 8304130130, 8608130297, 200611210732, 200701090125 URGA REBECCA & ANTHONY J 8515 242ND ST SW UNIT 701C, EDMONDS, WA 98026-9077 BURGGRAFF PAULR 22419149TH ST BE. MONROE, WA 98272-9015 MAKUTA KEVIN 8519 242ND ST SW#801C, EDMONDS. WA 98026 KLOSTER LINDA M 8519 242ND ST SW #802C, EDMONDS, WA 98026 SPENCER BRAD 808 NW 193RD ST, SHORELINE, WA 98177 APO,p\�v' F, 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 MARCH 19, 2020, FOR ADDITIONAL INFORMATION, SPECIFICATIONS, AND REQUIREMENTS. 4. LEVEL SURVEY PER R&R PROPOSAL DATED FEBRUARY 7, 2020, PROVIDED BY R&R TO L120 ON FEBRUARY 20, 2020. REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR LEVEL SURVEY. 5. CONTRACTOR TO FIELD VERIFY MINIMUM DIMENSIONS OF EXISTING FOUNDATION ELEMENTS. CONCRETE STEM WALLS SHALL BE CONTINUOUS AND AT LEAST 12" THICK AND 3'-0" TALL. CONCRETE FOOTINGS SHALL BE CONTINUOUS AND AT LEAST 12" DEEP AND 2'-0" WIDE. ENGINEER TO BE NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS ARE NOT MET. 6. PARCEL DIMENSIONS APPROXIMATED BY COUNTY/ JURISDICTIONAL GIS MAPPING TOOLS FOR THE SELECTED PARCEL. NOT TO SCALE. NOT TO BE USED FOR LEGAL PURPOSES OR IN PLACE OF A FIELD SURVEY. 7. SOME SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. 8. LOCATIONS OF THE EXISTING UTILITIES (SEWER, WATER, ETC.) INDICATED ON PLAN ARE APPROXIMATED BASED ON o JURISDICTIONAL RECORDS FOR REPRESENTATIVE PURPOSES ONLY. PRESENCE OF THESE ELEMENTS ARE TO BE FIELD VERIFIED AS NECESSARY TO PREVENT DAMAGE TO EXISTING ELEMENTS. 9. ALL STRUCTURES AND SITE FEATURES ARE EXISTING. 10. PROPOSED WORK DOES NOT INVOLVE NEW OR REPLACED HARD SURFACES. CONTRACTOR TO VERIFY. 11. PROPOSED WORK DOES NOT INVOLVE SOILS BEING EXPOSED FOR LONGER THAN 24 HOURS. CONTRACTOR TO VERIFY. 12. PER JURISDICTIONAL GIS MAPPING, THE SITE DOES NOT CONTAIN ANY CRITICAL AREA SITE PLANS AND SUBSEQUENTLY NO NATIVE GROWTH PROTECTION AREAS (NGPA). 240TH ST SW �o I \ \moo yO S� I "7� I` �.06ft �I w a SITE. N F- PLAN W > 9/ = I ' 6 r 242ND ST SW OVERALL PARCEL PLAN N.T.S. SITE PLAN • ,gyp •i NUgR •. t�. k7NALE°: �•• I— V Z 0 J �z N zo W� Z a w W Z Z(0 0 w > 0 8519 242ND ST SW EDMONDS, WA 98026 S200220-1 TAK MRT 03/19/2020 1" = 20'-0" Lu F- W NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS.