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1 1 1 I 1 1 <br />} _ <br />'R. <br />+ — + i-—-+— I--+ <br />Oro N <br />OF <br />: <br />il$ I <br />T----+- i--+- i--. <br />• <br />k ` <br />I _ <br />-� _ <br />w _ " I i-i-h---1-1-_r• <br />_+ <br />I <br />Q O-1 7 o 7 T i 7 o 7 T 0; <br />o T '� dT 1 1 1 1 01 1 1 1 0 <br />$off ., ... , . .. ., ., ... .. ,. ., . , ... - <br />+ - f- - + - 1- 4.11 _. i _ + _ I. <br />Existing Piles- <br />�I <br />w <br />37t 17$3U 38 <br />— _ ._ <br />. . . . . . . . . sit S - . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . <br />��� j,T �t IS dti 4 11 I, I„ <br />-5 11 Q Pattern J 10 5 -11 <br />See S eet 3/4 <br />O S' Dia. Stone Column (Stage I) - 544 IA <br />,E v :s juia. Scone uotumn kbtage u) -- i*u ram► <br />(D Omitted Stone Column (witbin 10' of existing load earvvino► 1,411&t0 - it Rk <br />O s' Dia. Stone column (Test Sections) - 34 EA <br />Total Number of Stone Column: 712 EA <br />I <br />Cn <br />m <br />0 <br />I <br />L <br />In <br />J <br />ry <br />1 <br />4- <br />c- <br />U <br />o <br />0 <br />I <br />n <br />o <br />0 <br />U <br />r <br />T <br />U <br />0� <br />CV <br />R/W <br />34'-1 1 1 /2" <br />s a..- <br />"M" Line <br />- Approx OG <br />I <br />I <br />I <br />L--- -- - ---- ----- ---- -- <br />Set top of Stone Column 5,-0„ <br />below ground when column is <br />outside of right-of-way, Typ <br />R/W R/W "M" Line <br />35' -9 1 /2" 31 ' -0 1 /2" <br />0 <br />I <br />o Approx OG Ln <br />`n <br />3'0 Stone Col, Typ <br />I <br />;//�__Llmits of round - <br />9 _ <br />improvements, Typ - O <br />0 o <br />r - Set top of Stone Column 5'-0" <br />SECTION A —A 35'-0" below ground when column is 35'-0" <br />outside of right-of-way, Typ <br />NOTE: <br />Note: Existing and new <br />piles not shown <br />o <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />CD <br />DIMENSIONS <br />BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />i <br />SURVEY REVISION DESCRIPTION BY DATE <br />SCALE <br />PREPARED BY <br />0 <br />DATUM: <br />DATE COL.LAYOUT - APPROVED SUBMITTAL #75 DF/TB 8/30/17 <br />HORIZONTAL: <br />DRAWN: H. SULLIVAN <br />a > <br />i <br />VERTICAL: <br />DESIGNED: J. FREKING <br />O <br />o-3 —� <br />1 i I 1 <br />I CHECKED: N. CALDERONE <br />U <br />INCHES <br />cn E <br />0 10 20 30 40 <br />I I l I l <br />50 APPROVED: 0. BROWN <br />o <br />o <br />FILE No. <br />— — — - <br />uu�u <br />MILLIMETERS <br />l <br />SECTION 13—B <br />1 /2" - 1'-0 <br />DATE <br />09-29-16 <br />PECOM <br />09-29-16 <br />AECOM Technical Services, Inc. <br />09 <br />-29 -1 <br />6 <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-16 <br />T 916.414.5800 F 916.414.1557 <br />i <br />Fn <br />w <br />REVISED STONE COLUMN LENGTH IS 25' <br />FROM OG FOR ROWS G THRU AA, AND 20', <br />FROM 5' BELOW OG, FOR ROWS A THRU F. <br />SEE ALSO SHEET S-114 <br />LEGEND: <br />0 <br />- 72"0 CIDH Piles <br />0 <br />- 54"0 CIDH Piles <br />R/W <br />o <br />- 24" Octagonal PC/PS Concrete <br />Piles, see Note 3 <br />32'-0" <br />0 <br />- 3'0 Stone Column (Stage 1 <br />Const) <br />- Exist Piles <br />0 <br />- 3'0 Stone Column (Stage 2 <br />Const) <br />+ <br />- Omitted Stone Column, see <br />Note 4 <br />NOTES: <br />�-- 3'0 Stone Col, Typ <br />Limits of ground <br />1. <br />Ground will be improved by using <br />vibratory techniques <br />I.-- <br />to incorporate granular material into <br />the ground to <br />Improvements, Typ <br />construct stone columns. <br />I <br />2. <br />Construct stone columns using a <br />bottom feed vibro <br />replacement process. <br />3. <br />For 24" Octagonal PC/PS concrete piles locations, <br />see "FOUNDATION PLAN No. 1 & <br />No. 2" sheet. <br />4. <br />Omit stone columns where the 7'--0" <br />Sq grid pattern <br />would be less than 10 feet from <br />existing load <br />carrying piles. <br />SAN JOAQUIN COUNTY <br />PUBLIC WORKS <br />`� DRAWING <br />\mac, <br />McHENRY - GRIN A. BR04�! m <br />z No C48859 _0 <br />is Exp.09-30-18 ,f <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) sr CIVIL <br />9lF OF CA,0F1) � <br />GROUND IMPROVEMENT DETAILS <br />S-114 <br />0 F <br />S-153 <br />SHEET <br />1180F176 <br />