5117 23RD AVE W 2023 Plans 2025-07-14

• • ECA STEEP .1:•' ---- SLOPE AREA SITE PLAN NOTES : `� r-` -" ___ PROPERTY LINE 1. VERIFY EXISTING STRUCTURES AND ALL DIMENSIONS ON SITE. _ - 172'-0"• ---" ----__.___ _ 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL 4roNAL`*.-.' --"-_ --- PER R&R FOUNDATION SPECIALIST(R&R)LEVEL SURVEY. 33'-0"' 24';0'. • 24.11"' y B,-p"• 1' - 3. REFER TO STRUCTURAL CALCULATIONS PACKAGE BY L120 DATED MARCH 17, ,I}' 1 _ _ _ 2023,FOR ADDITIONAL INFORMATION.SPECIFICATIONS.AND I (4)PILES( 6'OC MAX REQUIREMENTS. I y y -I d h -I 4 z 4. LEVEL SURVEY PER R&R PROPOSAL DATED JAN 26.2023.REFER TO Ty Ty STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND >�Aj O ADDITIONAL REQUIREMENTS FOR LEVEL SURVEY. I LOCATE PILE WNW L•5 00/ I'OF CORNER MAX 2 I • 5. PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR i to GIS MAPPING TOOLS&TAXSIFTER INCLUDING THE SELECTED I T 6 w , PROPERTY DIMENSIONS ARE APPROXIMATE FOR REPRESENTATIVEVEL. U i a . PURPOSES ONLY.NOT TO SCALE.NOT TO BE USED FOR LEGAL PURPOSES Ill I GARAGE `8o `- o OR IN PLACE OF A FIELD SURVEY. W U 6 N 6. SITE FEATURES AND SOME EXISTING STRUCTURES ON ADJACENT PARCELS o - 6 1 DRIVEWAY w • NOT SHOWN FOR CLARITY. I- W ACCESS > N o • D W m I— //�� w 1 SITE PLAN LEGEND V 1-1-1 z _ ZZ 0 PRIMARY (E)RESIDENCE —} ,� 0 EXISTING RESIDENCE STRUCTURE 0 Q w ill 1 ENTRANCE> 5117 23rd Ave W ICI �I', J 7+1• Everett,WA 98203 / 1 EXISTING ADJACENT STRUCTURE :q = AREA OF PROPOSED WORK W m WALL 7-2'CONCRETEMIS D 1 . 6• PER ETETP1L MIN TVP AT i • W o. NOT,L12 •--— PROPERTY LINE d 1 NOTFY LI20 PRIOR TO r Q WORN F CONCRETE WALL I '� I AT PILE LOCATIONS IS r 1 LESS THAN:•a•TALL •• * APPROXIMATE DIMENSION co !• •el>1 HELICAL PILE 1 i ! it , I I /lie *IA _ , EZ, olet ///,.ti/r4 ff,_ _ ./ 1 — — — — — — __PROPERTY LINE_-�_,_ _ 1 — — — — — — — — — — — — — — — — — — — — — — — — 178.0". 5117 23rd Ave W I, 7 7I Everett,WA 98203 IA)PILES A S OS MAXI{ 48' L 41, a m , S230130-2XR x PAM a A�J A N 5 Z 7r—m a" K MRT iEISTRUCTURE 5'19 23 d Ave W03/17/2023 Everett WA 98203 - o 0 di EL ,os PILE SPACING&LOAD REQURRMENTS TABLE • 1.. MAX O.C.SPACING.ft MIN VERTICAL CAPACITY.kips PROOF TESTING LOAD.kips _ .- " - 4 PILE# PILE TYPE BTWN END 200%MIN VERTICAL CAPACITY LOCATION • — PILES OFFSET ALLOWABLE LOADING (MIN ULTIMATE CAPACITY) _ PARCEL NO. - o 1-4 HELICAL 6'-0' 1'-0' 14.0 kip 28.0 kip CHIMNEY 00669800000900 _ - - .= • 5 3 HELICAL 3'-0'MIN V-C MIN 29.0 kip 58.0 kip GARAGE WALL r • 7-8 HELICAL E-0' 1'-0' 11.0kip 220kip NEST WALL LEGAL DESCRIPTION GRANADA SEAVIEW ESTATES NO.2 NOTES: BLK 000 D-00-LOT 9 TGW AN EQUAL z "' 16's 14• a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE &UND INT IN TR A SUBJTO ESE CITY . ... Iv> MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING OF EVERETT,PUD 1&GEN TEL 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 OWNER NAME&ADDRESS THICKNESS PER ESR-3750. YANG CHI MEI R&R LEVEL SURVEY b.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR-3750. 5117 23rd Ave W SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL b.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART Everett,WA 98203 OF THE ASSEMBLY. REQUIREMENTS d.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. SITE PLAN NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. W `" 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.