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6 I 5 I 4 3 I 2 I 1 <br /> 6'-0" MIN / ATM IDS N/A <br /> 64 1/2" (KIOSK OUTSIDE DIMENSION) NOTES: <br /> / / I. FOUNDATION IS BASED UPON A SAFE VERTICAL BEARING PRESSURE OF 1500 <br /> 4 1/2" 4" PSF AND A SAFE LATERAL BEARING PRESSURE OF 100 PSF PER FOOT OF <br /> D CL OF KIOSK / / / DEPTH. SOIL REPORT NOT FURNISHED. COMPETENT BEARING SOIL SHOULD BE D <br /> 4 FOUNDATION VERIFIED PRIOR TO PLACEMENT OF CONCRETE. DO NOT PLAGE FOUNDATION IN <br /> \ FILL. <br /> 2. CONCRETE SHALL BE MIXED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF <br /> 2500 PSI IN 28 DAYS AND PROPORTIONED PER CHAPTER 5, AGI 318. <br /> \ I 3. STEEL REINFORCING BARS SHALL CONFORM TO ASTM 615 GRADE 60. WELDING <br /> OF REINFORCING BARS IS PROHIBITED. <br /> 4. EXCAVATIONS SHALL BE GLEANED OF ALL DEBRIS. STANDING WATER SHALL BE <br /> 2 0 0 REMOVED. <br /> — 0 I I 5. THIS ENCLOSURE FOUNDATION SHALL BE LOCATED A MINIMUM OF 8'-0" FROM <br /> z I ANY EXISTING STRUCTURE FOUNDATION, AND 12'-0" MINIMUM FROM ANY <br /> LU I 0 0 PROPERTY LINE. FOR CLOSER CONDITIONS NOTIFY COMPANION SYSTEMS. <br /> XI S. TOP OF CONCRETE MUST BE FLAT, WHICH MEANS NO HIGH OR LOW AREAS WITH <br /> MORE THAN I/8" DIFFERENCE BETWEEN EDGES (FF = 50) AND LEVEL, WHICH <br /> z Q x CL OF KIOSK MEANS NO MORE SLOPE THAN I/8" IN 10'-0" (FL = 35) PRIOR TO PLACEMENT OF <br /> I I oi 4 FOUNDATION KIOSK. <br /> O <br /> - - 7. CONCRETE COVERAGE FOR CONCRETE DEPOSITED DIRECTLY AGAINST GROUND <br /> C I O 10 (EXCEPT SLABS) 3" C <br /> � I 8. REINFORCING SHALL BE ONE PIECE CONTINUOUS WITHOUT SPLICES. <br /> t <br /> O <br /> 2 ELECTRICAL <br /> I 0 STUB-UP 4 I/2"x16" <br /> (N RECTANGLE <br /> c <br /> - O I O 4,-- <br /> - I I POINT 2 JOB No.OSIS-I81 <br /> \ L _I 5/8"0 ANCHOR WITH <br /> 4" EMBEDMENT. INSTALLAPOINT 2 <br /> ANCHORSfr- <br /> I N ALL HOLESN STRUCTURAL ENGINEERS,INC. <br /> \ (8 TOTAL) `I 3701 BUSINESS DR SUITE 100 <br /> l SACRAMENTO,CA.95820 <br /> (9:1521-882 (FAX) <br /> FOUNDATION PLAN <br /> B B <br /> s4p� <br /> KIOSK —N FRAME GROUNDING ROD I" CONDUIT , 4 Z <br /> FINISH GRADE ` �Yffifey <br /> "Ci-.Hj�%6 <br /> I I \ 7FOR WALKUP USE, DO NOT ELEVATE THE KIOSK SLABS =" J-Y. <br /> \ .� rt; 1 I I I _ 1 : I 1 , l ' x <br /> I <br /> z <br /> - ' 1 1 1 1 I I 1 1 1 III 111— IIT — BECU - EVERETT WA ',/' <br /> m -i- I 1 I I I ' III III— I I 11127 EVERGREEN WAY SOUTH � <br /> #5 @ 8" O.G. MIN SECTION <br /> EVERETT, WA '18204 <br /> A EACH WAY '7 A <br /> #5 ° 8" O.G. MIN \(44 COMPANION <br /> EACH WAY �WEST 200 NORTH-NORTH SALT LAKE,UTAH 84054 <br /> FAX x(800 294-3537 TELEPHONE*(8771 738-3448 <br /> oA� 9/20/2018 <br /> :_ FOUNDATION K'�< 5500 <br /> r. <br /> 5 OF 6 <br /> i THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF COMPANION SYSTEMS. ANY REPRODUCTION N PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF COMPANION SYSTEMS IS PROHIBITED. 16) 112 <br /> 6 I 5 I 4 3 I 2 I //_.,----- 1 <br />