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6 5 I 4 3 I 2 I 1 <br /> MIN <br /> ATM ID= N/A <br /> 6-O <br /> / / <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 OF KIOSK / / / DEPTH. SOIL REPORT NOT FURNISHED. COMPETENT BEARING SOIL SHOULD BE D <br /> $ FOUNDATION VERIFIED PRIOR TO PLACEMENT OF CONCRETE. DO NOT PLACE 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, ACI 318. <br /> \ p T 7 3. STEEL REINFORCING BARS SHALL CONFORM TO ASTM 615 GRADE 60. WELDING <br /> OF REINFORCING BARS 15 PROHIBITED. <br /> 4. EXCAVATIONS SHALL BE CLEANED OF ALL DEBRIS. STANDING WATER SHALL SE <br /> 2 0 0 REMOVED. <br /> O 5. THIS ENCLOSURE FOUNDATION SHALL BE LOCATED A MINIMUM OF 8'-0" FROM <br /> N I ANY EXISTING STRUCTURE FOUNDATION, AND 12'-0" MINIMUM FROM ANY <br /> Ui , 0 0 PROPERTY LINE. FOR CLOSER CONDITIONS NOTIFY COMPANION SYSTEMS. <br /> La 6. 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 w � C� OF KIOSK MEANS NO MORE SLOPE THAN I/8" IN 10'-0" (FL = 35) PRIOR TO PLACEMENT OF <br /> $ FOUNDATION <br /> (7 <br /> � � o KIOSK. <br /> O 1. CONCRETE COVERAGE FOR CONCRETE DEPOSITED DIRECTLY AGAINST GROUND <br /> C ( O (EXCEPT SLABS) 3" C <br /> V S. REINFORCING SHALL BE ONE PIECE CONTINUOUS WITHOUT SPLICES. <br /> '0 I I <br /> 0 <br /> ELECTRICAL <br /> 0 STUB-UP 4 I/2"x16" <br /> of RECTANGLE <br /> i-41* 0 0 <br /> I POINT 2 JOB No.G518-I81 <br /> \ 5/8"4, EPDXY ANCHOR WITH <br /> 5" EMBEDMENT. INSTALL - POINT 2 <br /> ANCHORS IN ALL HOLES `� STRUCTURAL ENGINEERS,INC. <br /> \ (8 TOTAL) / 3701 BUSINESS DR SUITE 100 <br /> SACRAMENTO,CA.95820 <br /> (918)-452-8200 <br /> FOUNDATION FLAN <br /> (9161452-8212(FAX) <br /> B B <br /> t <br /> KIOSK FRAME GROUNDING ROD I" CONDUIT `•" �. ,:.: <br /> r ; <br /> 'tJdt FINISH GRADE `>" .` '' 0* <br /> \ I(FOR WALKUP USE, DO NOT ELEVATE THE KIOSK SLAB) 4 t=,, 0 a <br /> zU " I ' ' ' 1 1 i „ . I ' Vit,, �' — <br /> (1� .4 4020 <br /> 1111 1 . .,...,„,.., „AI, ...-, <br /> v_. <br /> ' BECU - EVERETT WA <br /> \ • • • 11121 EVERGREEN WAY SOUTH�� \ EVERETT, WA ci8204 �•/s�j <br /> z ' I 1 1 1 III III III III I I I T �,���` <br /> A -IIS II 1H III SII- I A <br /> m (40.4 COMPANION <br /> SECTION #5 8 O.G. MIN ;` <br /> #5 5" O.G. MIN EACH WAY845 WEST 200 NORTH-HonTH SALT wEUTM 84054 <br /> EACH WAY FAX#(8°5 294-353`7 TELEPHONE 8(8m 738-3448 <br /> °ATE <br /> 9/20/2018 <br /> FOUNDATION .05K5501 <br /> ---- <br /> 6 OF Z /3 <br /> THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF COMPANION SYSTEMS. ANY REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF COMPANION SYSTEMS IS PROHIBITED. <br /> ' 6 I 5 I l I <br /> 4 3 2 1 <br />