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0 0 0 0 0 _0 s 0 0 -9 ii Exist Bent ii Bent 21 0 000 00, I 0 010 00 0 i 0-0 0- 0 0- 01 - Exist Bent Bent 22 I O I I 0 0 0 0010 0 0 0 0 0 0 +0+ 0 0 011 0 +6 0 (D 0 + 0 0 O O 0 0` n 0 0 V Omit Stone Column, Typ see Note 4 DETAIL 1 No Scale AcHenry Ave Corridor Improvement Project 0 CV cd AS -BUILT Q resident Engineer - Mauricio Rivera, P.E. ''tructure Representative - David Franco, P.E. tevisions By 4' �t �- 9/28/2021 C_ Cn CD Cnn CD o � r U U 00 N NOTE: R/W 34'-1 1 1 /2" "M" Line -- Approx OG I — I I I Set top of Stone Column 5 —0„ below ground when column is outside of right—of—way, Typ � THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD (D C) DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. i T SURVEY REVISION DESCRIPTION o DATUM: U - C0 3 CT > o :3� � C 0 p FILE No. — � J 301'-0" i ►-i S TC E \ ___-----_------------------------- ----�--------------------------------— — — — — — — —— \ P/L ro '� Limits of g, ound 5.04 improveme it B QA \ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 00 0 0 0 00 00 00 0 0 0 \ ®®®®®0®®®®®® 0®®®®®0®®®®®®®0® ®®®®®®®®®®0®® \ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - _- _ - -- S (D 0- 0-& (v 0-0-0 0 0, Z) -0 G 0 0- a G 0 0 -0-- 0 0 0 -0 -0 0 0 0�10 0 0- 0- e e 0 0 0-0 R/W 0 0 0 0 0 0 0 \\ Detail 1 13 0 0 0 0 0 0 0 0 0 0 "M" Line ° ° o ofc) 0 0 0 Ooo 0 I`0 O o 0 0 0 0 0 ® 0 0 0 0 0 00 37+00 38+00 39-4 00 40+OJ 0 0 0 0 0 41+00 r ° I ° — — — ° ° I— ° — ° — ° I — ° — 0� �0—o°U u CT — — 0 0 o O o 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 o b 0 0 +?+ 0 0 0 0 0 O 0 0 0 O 0 0 0+ +00 0 0+ o� __0 0 0 0 0 0� 0 O f O O O O O O O O ® ®O® 0 C° 0 0 O o O 0 0 b 0 o O o 0 0 0 0 Qo0 0 0 0 0 0 0 \ 0 0 0 0 q) 0 0 0 \0 0 0 0 0 0 (D @) 0 0 0 0 00. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 00 1 (D 0 0 0 0 0 0 0 _ 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'D 0 0 0 0 0 (D 0 0 0 0 0 0 0 CD a) rn U o-- o 0 0 0 G 0 0 0 0 0 0 0 0 0($) 0 0 0 Ln `f':3 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0(P 0 0 0 0 0 0 0 0 0 0 0 0 0 r r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 10 0 0 0 0 0 0 0 'i Bent .20 �= A I Bent 21 Ty tb R/W 3'0 Stone Col x 35'-0" deep Bent 22 B Stone Columns 7'-0" C—C, Typ SUPPLEMENTAL SHEET S-1 14A 252'-0" ��_RI 111 T �(li I I�/InI I �V(lI IT PLAN R/W 35'-9 1 /2" Stone Col, Typ — Limits of ground improvements, Typ I SUCTION A —A 1 /2" = V —0" Note: Existing and new piles not shown 1 /2„ 1 ' —0" R/W "M" Line 31'-0 1/2" 0 I o Approx OG LO r CD I ^I o I CD I I � r — Set top of Stone Column 5 —0 below ground when column is 35'-0" outside of right—of—way, Typ BY DATE SCALE PREPARED BY HORIZONTAL: DRAWN: H. SULLIVAN VERTICAL: DESIGNED: J. FREKING I I I I CHECKED: N. CALDERONE INCHES 0 10 20 30 40 50 APPROVED: 0. BROWN I I l l l — MILLIMETERS SECTION 13® 13 1 /2" = 1 ' —0" DATE 09-29-16 P"=COM 09-29-16 AECOM Technical Services, Inc. 09-29-1 6 2020 L Street, Suite 300 Sacramento, CA 95811 09-29-1 6 T 916 414.5800 F 916.414.1557 Z,!_F 0 We O 0 G) N cD R/W 0 P/L \ r LEGEND. 0 — 7 2"0 CIDH Piles 0 — 54"0 CIDH Piles R/W 0 — 24" Octagonal PC/PS Concrete Piles, see Note 3 32'-0" 0 — 3'0 Stone Column (Stage 1 Const) — Exist Piles O — 3'0 Stone Column (Stage 2 Const) i — Omitted Stone Column, see Note 4 3'0 Stone cal, Typ NOTES: Limits of ground 1. Ground will be Improved by using vibratory techniques improvements, Typ to incorporate granular material into the ground to construct stone columns. I I 2. Construct stone columns using a bottom feed vibro replacement process. 35'-0" 3. For 24" Octagonal PC/PS concrete piles locations, see "FOUNDATION PLAN No. 1 & No. 2" sheet. 4. Omit stone columns where the 7'-0" Sq grid pattern would be less than 10 feet from existing load carrying piles. SAN JOAQU I N COUNTY PUBLIC WORKS DRAWING F � i S —114 McHENRY ORIN A. BROWN i`\ 0 F NEXp. 09—o. 30 18 S —15 3 McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) sT9l cIV11 �P SHEET f (aF CA��F� GROUND IMPROVEMENT DETAILS — 1180F176