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RAILING BY OTN-''S <br />. ��� <br />l�' <br />i <br />ii <br />ii <br />�� <br />(4) �j4 HORIZ <br />#5 VERT. � 8" O.C. <br />26"� <br />10" <br />#5 VERT. � 8" O.C. - <br />12" <br />6" <br />36" <br />� 3' <br />� <br />#4 � 24" O.C.— <br />24" <br />12" � <br />14"X30" BEAM <br />� <br />16" DIA. CONC. PIER � <br />o�'�`c, C0�•1;��!t. <br />/1� ,t �+ �% <br />..�/r��\� �l��L\� <br />� <br />"?=� K la , / j,. <br />}G �! , � `�`e, <br />r,'crS .� ,�a�`��• <br />3::��N,�:. E��_.s�'' <br />(cz•ri„ts /_ > ,_ �. f;—. <br />nr.r r � z00s <br />2" <br />VARIES-SEE PLAN <br />8" CONC. SLAB W/ #5 � 8" O.0 <br />IN SHORT DIRECTION & 16" O.C. IN <br />LONG DIRECTION <br />• <br />DRIVEWAY WIDTH VARIES, <br />SEE PLAN FOR WIDTH <br />AND SLOPE ELEVATION <br />17 SLOPE TO DRAIN � <br />N I <br />8"X12" BEAM VI/ (2) #5 TOP & <br />BOTfOM HOOK INTO GRADE BEAM <br />� <br />� \(2) #5 TOP 8: (6) #6 BOTTOM <br />� <br />(6) #3 TIE� 4�O.C. FROM FACE <br />OF SUPPORT i"OLOWIIQ6 (,C2� �j 3 TIE <br />� 8" O.C. THI= REMAINDER ��8"� <br />O.C. TOWARD CENTER. TYP. � <br />\ \ � <br />(2) #6 VERT. HOOK IN TO BEAM <br />BOTH SIDES (iOTAL 4 BARS) <br />(8) #6 VERT. BARS <br />Drivewav Section <br />PROJECT: MUKILTEO BLVD <br />EVEREff, WASHINGTON <br />SDA#4192 <br />(���JO(�� �'�i� `'� <br />8" <br />3' <br />. p �C�C�MG�- <br />T� D <br />1 �� 2 20�6 <br />� <br />� �RADE LINE <br />- � <br />GEOTECNICAL REPORT No. JN062, <br />DATED AUGUST 2, 2006 BY GEOTECH <br />CONSULTANTS, INC., D. ROBERT WARD, <br />P.E., PRINCIPAL <br />PILES INSTALLATION, FOUNDATION, <br />BACKFILL, COMPACTION AND DRAINAGE <br />SYSTEM TO BE PERFORMED UNDER <br />THE OBSERVATION OF THE <br />GEOTECHNICAL ENGINEER AND THE <br />SOIL REPORT REOUIREMENTS. <br />CITY OF EVERETT <br />Permit Services <br />a <br />� <br />�n <br />SOIL BEARING: 2000PSF <br />ACTIVE PRESSURE: 40PCF <br />PASSIVE PRESSURE: 300PCF <br />SOIL FRICTION: .45 <br />SOIL WEIGTH: 125PCF <br />16" DIA. PIER: 25 TONS <br />CONCRETE: f'c = 3000psi <br />REINF. STEEL: fy = 60000psi <br />