7211 BEVERLY BLVD 2023 Plans 2025-07-14

s111UC1URE T �s1o3 SITE PLAN NOTES tr I. VERIFY EMSTINGSTRUCTURESANDALL DWENSIONSUN SITE. •• /'r;� PROPERTY LINE - --- - - - 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEIN WALL '.Seat F;T _ _-—-—-—-—-—-—-— ------------------------_-_-_-------------------------------- —._._._154,.0—:--- -_---------------_-_---------_---------------_-_-_-_-_-------_-_._._._-------1 PER RBR FOUNDATION SPECIALIST(R8R)LEVEI SURVEY. 1 3. REFERTO STRUCTURAL CALCULATIONS PACKAGE BY L120 DATED AUG 9, 9 1 2023,FOR ADDITIONAL INFORMATION,SPECIFICATIUJS.AND 87'-0'• O1 12'-0" 22'-0'- 6'- 27'-0"' FNEQVIREI,!EINTS. 4. LEVEL SURVEY PER RBR PROPOSAL DATED JULY 20,2023.REFER TO STRUCTURAL CALCULATION$PACKAGE FOR MODIFICATIONS AND i N ADDITIONAL REQUIREI,'EIRS FOR LEVEL SURVEY. 1 5- PARCEL DIMENSI09SAPPROXIVATED BY SNOHOMISH COUNTY ASSESSOR 1 i GIS 1.'APPING T0U58 TAXSIFTER INCLUDING THE SELECTED PARCEL. I N Nv GARAGE DRIVEWAY I PROPERTY DIMENSIONS ARE APPROXP.IATE FOR REPRESENTATIVE ACCESS 1 PURPOSES ONLY.NOT TO SCALE.NOT TO BE USED FOR LEGAL PURPOSES I ' OR IN PLACE OF A FIELD SURVEY. 1 I 6. SITE FEATURES AND SOS'E EXISTING STRUCTURES ON ADJACENT PARCELS Q 0 z 1 N0T SHUNT!FOR CLARITY, N ll 1 I W 1 Hu r�iitii uN nv�r II� ! wwcpf�rwus ! SITE PLAN LEGEND V W z .----------- — ------------ ATraaLcWxsrs ! Z z 3 i T�ssrwrrrrAu 1 EXISTING RESIDENCE STRUCTURE O 0 W i i J EXISTING ADJACENT STRUCTURE Ji n DECK i AREA OF PROPOSED WORK al^ EI STRUCTURE �N o' T J' - - PROPERTY LINE m DETTACHEDUARAGE E PRIMARY 1 ENTRANCE wio i (E)RESIDENCE oiti p APPROXIMATE DIMENSION 7211 Beverly Blvd a. 1 Everetl,VIA 98203 ! m �1 HELICAL PILE i I I I J 1 -------------- -------- 1 > ! ! W U ! � 1 ' 1 1 w 4 Z-L vor 3WO. t PROPERTY LINE v (3)PILES @ 8'OC MA) ! 7211 Beverly Blvd N — - - - - - - - - —-—-— —-—-—-—-—-—-— - - —-— - - - - - - - - - - - - - - - - - -��:-0.:- - - - - ----------------- -- ---------------------------------•---•------------- - a§ y Everett,WA 98203 S230731-2XR n PAM APPROVED ALLEYWAY > 3ry MRT Office of Community, Planning&Economic Development ,� ` ,' r - 08/0912023 PLANNING DEPARTMENT 'I 1 I NAME - — W_ DATE: 1 . PILE SPACING&LOAD REQUIRMENTS TABLE ---- MIN O.C.SPACING,ft MIN VERTICAL CAPACITY,kipA PROOF TESTINGLOAD.kips - o PILES PILE TYPE BTWN END 200%MIN VERTICAL CAPACITY LOCATION PILES OFFSET ALLOWABLE LOADING (1,1IN ULTIMATE CAPACITY) PARCEL NO. 00539900101402 1.5 HELICAL 6-0' V-0' 90kip 180kIp NORTHEAST CCRNER LEGAL DESCRIPTION NOTES T RUCTURE PARK CITY ADD TO BEVERLY PARK Bl.da.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE F•e r%A 620 BILK 001 D-02-LOT 14 LESS E 3FT THOF y MANUFACTURER.THE MNNIVIUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING .,1 7i+52J3 ' CAPACITY LOADING,I\'CLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT �Mr!6 s3rdrr� OWNER NAME&ADDRESS EXCEED THE ALLUNABLE TORSIONIAL CAPACITY OF THE PILE SHAFTS OR AIIY PART OF THE PLE ASSEMBLY.MAXIMUM A INSTALLATIOM TORQUE RATINGOF 8,30DFT'LBS FOR A2-F8 INCH DIAMETER HELICAL PILE WITH 0203 INCH SHAFT WALL DEFURIA A9CHEL EITRAN HAIT R&R LEVEL SURVEY THICKNESS PER ESR-3750. 7211 Beverly Blvl1 b.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEALMOFACTURING,INC..IN ACCORDANCE WITHESR3750. Everefl,WA 98203 SEE STRUCTURAL CALCULATION PACKAGE FOR AN c.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERO NED BY THE MANUFACTURER FOR ANY PART ADDITIONAL REQUIREMENTS OF THE ASSEMBLY. 0.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHEWASE ON PLAN. SITE PLAN a " NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. 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. fn