7423 LOWER RIDGE RD 2024 Plans 2024-09-25

I SITE PLAN NOTES 1. VERIFY EXISTING STRUCTURES AND ALL DIMENSIONS ON SITE. 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PROPL( 'V PER FUR FOUNDATION SPECIALIST(MR)LEVEL SURVEY. 88 NE, "•'.'fir./._ •_ - 3. REFER TO STRUCTURAL CALCULATIONS PACKAGE BY L120 DATED MARCH 5, _i 2024,FOR ADDITIONAL INFORMATION.SPECIFICATIONS.AND "' REQUIREMENTS. 4. LEVEL SURVEY PER R&R PROPOSAL DATED DEC 11,2023.REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR LEVEL SURVEY. 5. PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR ! I GIS MAPPING TOOLS 8 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 III NOT SHOWN FOR CLARITY. III 7. SPECIAL INSPECTOR TO BE CONTINUOUSLY PRESENT DURING ALL Q } 6 PILE INSTALLATION AND LOAD TESTING. DH G 1- IZo v fJ rk ZZG Lrli 000 -+Z 1111,-- J IIIIT 2 n �� I SITE PLAN LEGEND I i 0 EXISTING RESIDENCE STRUCTURE COVERED (E)RESIDENCE 7423 Lower Ridge Rd i ENTRY Everett.WA98203 EXISTING ADJACENT STRUCTURE (2)PILES q 7'OC MAX I AREA OF PROPOSED WORK ly - (E)a-CONCRETE STEM \ -- PROPERTY LINE WALL',TALL MN TWA AT 11 It:D �sREPLAN PERIMETER TFYi30PRpRTo i APPROXIMATE DIMENSION - WORK F CONCRETE WALL I AT PILE LOCATIONS IS 27'-0"' LESS TMAN r-T'TALL 3'OF CORNER MAXN 9 \ HELICAL PILE DIME ® '�4x4 ADJ.POST 2 P/z t 'a"-0• EASE WPPAD o C6X8.2 CHANNEL I' ; (2)PILES 7,'OC MAX ® 4x4 ADJ.POST BASE w/PAD 7423 Lower Ridge Rd • ti .,. .. ,,,,, w Everett,WA 98203 23 E. ® t✓ \ o \ No S240102-1XR _ _______ PROPERTY L_IN_E H ! % LOCATE PLE WITHIN �B ip �-D" _J LOCATE PILE WITHIN C6x6Y CHANNEL (4)PILES 0 7'OC MAX 3'OF CORNER MAX 1'OF CORNER MAX 1 �/ } stab Palio PAM LOWER RIDGE RD / 11 2A _ 4 5 6 7 M RT 03/05/2024 PARCEL VIEW 12'-0"' z'-o" 12'-0"• N.T.S. • !21 PILExMAX LOCATE PEE WITHIN OF CORNER MAX 24' 1112'�10 'I'' * '3:4 I 1R 2 % ITI PILES Ai e'MAX 12 -'9�U PILE SPACING&LOAD REOUIRMENTS TABLE 1.- are I t vz -3'+ >_ —o MIN O.C.SPACING.ft MIN VERTICAL CAPACITY.kips PROOF TESTING LOAD.kips 0i z F ez 13 0 PILE B PILE TYPE BTWN END 200%MIN VERTICAL CAPACITY LOCATION PARCEL NO. LOCATE PILE WITHIN a�w ALLOWABLE LOADING 1.OF CORNER MAX ;'•I 7 -1� a PILES OFFSET (MIN ULTIMATE CAPACITY) 00392000002002 1'---b"^24: ` 5 6 3t LOCATE PILE WITHM 1=1 HELICAL 7'-C' 3'-0' X 0 kip 'c 0 kip I PER PLAN I, 3'OF CORNER MAX LEGAL DESCRIPTION (4,PILES Q T OC MAX 4 NOTES: BEVERLY ACREAGE TRACTS BLK O=3"Helical Pile undatiOn a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE 000 D-02-LOT 20 LESS S 75FT o:.20 COI Crack m Pad with &.=20"Compoeilo with MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING AH.4X4 Saddle Bracket CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT OWNER NAME&ADDRESS T=6"Steel C Channeling EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM DIAMOND VENTURES LLC R&R LEVEL SURVEY INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A 2-718 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL THICKNESS PERESR-3750. 5406 HIGHLAND RD SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL b.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC..IN ACCORDANCE WITH ESR-3750. EVERETT,WA 98203 c.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART REQUIREMENTS OF THE ASSEMBLY. SITE PLAN rn d.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. C- 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. `"