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O NEMA 3R Pull box with screw mounted lid. Attach to underside of bridge deck with 7/8" unistrut. BVC 42+25.00 EVC 47+75.00 BVC 30+50.00 EVC 32+50.00 Box size 18 x 18 x 6, for CVIN Fiber Optic Line. Conduits run to manholes off of bridge, as noted. Elev = 1 13.41 ' Elev = 1 16.93' Elev = 97.86Elev = 99.98' 550 VC 0 i _ (� - -- - - ---- - _ R/c- 0.315%/Sta PROFILE GRADE NO SCALE 1138'-3" Measured along "M" Line BB —� — -- CE Exp Exp Jt Exp Jt Exp Jt --- Jt ��-- EB 108'-6" 351'-0" 343'-6" �� 289'-7 1 /4" 45'-7 3/4" L Frame 1 Frame 2 Frame 3 Frame 4 Frame 5 30'-6" _ _ 2 Spans '�� 9 Spans @ 39 —0 = 351 —0 8 Spans @ 39 —0 = 312 —0 79 —7 1/4" i 120'-0" 90'-0" 45 —7 3/4 1 Approx OG @ 39' —0" -- --- & FG 78' 0"-- - .............. - Ezi_ 2 0 �` Abut 26 -- - II Abut u 1 u u u U LJ - 1 Bent Bent Bent Bent Bent Bent Bent Bent Bent Bent Bent Bent Bent Bent Bent Bent Bent Bent Bent Bent Bent 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 1 1 1 1 1 1 1 1 Approx Datum Elev 20.00 Li � � � FG Bent�24 Bent 25 BenLJ t 23 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 45+00 ELEVATION 1" = 50' BB "M" 32+50.54 Elev 99.99 - TICE\ — P/L _ o a -----------------------------------__—_--_------------------------------------------- „------------� �a� oo �'� EP (E) Top of slope Limits of Ground M Line = 'sue -R /W I (E) Toe of slope- Improvement Exist Bridge (Approx) X �� % ��s EP o BB Crown Line lw MGS- R/W®®®®®®®��®®®�®®�®��®®®M32+50.54, 18.00Rt (o\ 0 Q) O o Y h 0 ®� ®� 0 0& ®� ®®®0 0®®®®®� ®� ®®®®� ®® 0 0 0 0 0 0 0 0 0 0 0\ C�� 0 — — I / / Elev 100.35®000®0000®®®�l®®+��0®@®®®®®®0®®®®@00000000000®\ - - -- - - -- --- o \��j _ — N U� — ' 1 — — -- — -- -- — -- — — — — — _.... 0- 0 a. e ® 0--& 0 0 0� 0-0 0 0 0 0 .r 1 J 0 0- 0 � 4�1 ®� � \ - \ \ 011 J I o Modesto' E 31 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41 +00 42+00 43+00 4+00 45+00 46+00 I i _ N00°22'44"W \ CP McHenry Avenue — o - -_-_ To Escalon o I C) a) o -0 cD I C I C o N LO - - - - ' N ®00000 EB „M„43+88.59 u o �—_ � Crown Line / 0ca-MGS Exp Jt, Typ 00000000000000000000000000000000000055 N I 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 00 0 0 0 0 0 0 0 0 ` \ i cn I --Top of slope EB Crown Line "M" 43+98.99, 18.00' Rt o ~- EP � � �\ \ / _Toe of slope _— -- ��—R/W Elev 1 15.67 R W PLAN � \ EP 1 " = 50' _ P/L \ R/W co I N D E X TO PLANS McHenry Ave Corridor Improvement Project SHEET NO. TITLE 120 5-101 General Plan S-1 15 Abutment 1 Layout 5-130 Slab Layout and Section No. 1 — Spans 1 —3 S--145 Metal Bicycle Railing Details No. 1 AS -BUILT S-102 General Notes S-1 1 6 Abutment 26 Layout S-131 Slab Layout and Section No. 2 — Spans 4-12 S-146 Metal Bicycle Railing Details No. 2 i S-103 Structure Plan No. 1 S-1 1 7 Abutment 26 Footing Layout S-132 Slab Layout and Section No. 3 — Spans 13-21 S-147 Barrier Mounted Sign Resident Engineer - Mauricio Rivera, P.E. Q) S-104 Structure Plan No. 2 S-1 18 Abutment Details No. 1 S-133 Slab Layout — Top Reinforcement — Span 25 S-1 48 Joint Seal Assembly Structure Representative - David Franco, P.E. v S-105 Structure Plan No. 3 S-1 19 Abutment Details No. 2 S-134 Slab Layout — Bottom Reinforcement — Span 25 S-149 Joint Seal Hinge Details Revisions By 9/28/2021 S-106 Structure Plan No. 4 S-120 Typical Slab Bent Details S-135 Slab Reinforcement Details No. 1 S-150 Joint. Armor — Expansion Details E E G E N D ; �--� S-107 Stage 1 Plan S-121 Bent 4 & 13 Layout S-136 Slab Reinforcement Details No. 2 S-151 Soil Legend G S-108 Stage 2 Plan S-122 Bent 22 Layout S-137 Typical Section — Box Girder — Spans 22-24 S-152 Log of Test Borings No. 1 (D1 Indicates Low Structure Elevation 97.95 Feet o S-109 Limits of Removal S-123 Bent 23 & 24 Layout S-138 Girder Layout — Spans 22-24 S-153 Log of Test Borings No. 2 i S-110 Deck Contours No. 1 S-124 Bent 25 Layout S-139 Girder Details No. 1 20 Indicates Low Structure Elevation 105.76 Feet S-1 1 1 Deck Contours No. 2 S-125 Bent Details No. 1 S-140 Girder Details No. 2 NOTES: Q) S-1 12 Foundation Plan No. 1 S-126 Bent Details No. 2 S-141 Girder Details No. 3 Indicates 200 Yr Event Flood Water Elevation 83.8 Feet S-1 13 Foundation Plan No. 2 S-127 Bent Details No. 3 S-142 Miscellaneous Details 1. For general notes, see "GENERAL NOTES" sheet. �l S-1 14 Ground Improvement Details S-128 Column & Piling Details No. 1 S-143 Deck Drainage Details — Spans 1 —21 co NOTE: S-129 Column & Piling Details No. 2 S-144 Deck Drainage Details — Spans 22-25 2. For Pile Data Table and Hydraulic Summary, see � THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD "FOUNDATION PLAN N0. 1" sheet. 0 CD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE Q 0 I N SAN JOAQU I N COUNTY PUBLIC WORKS - DRAWING P o DATUM: �� ' Cp F o q. v HORIZONTAL: DRAWN: H. SULLIVAN 09-29-16 P"=COM —�� 5-101 VERTICAL: ORIN A. BROWN i F � CZ J. FREKING 09-29-16 V): -< McHENRY m a- o DESIGNED: T ,, 0 �_ AECOM Technical Services, Inc. No C4885s I I I I I CHECKED: N. CALDERONE 09-29-16 2020 L Street, Suite 300 Exp. 09-30-18 * S-153 O cn INCHES Sacramento, CA95811 � McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) s� �� P a 0 30 40 50 0. BROWN 09-29-16 T 916.414.5800 F 916.414.1557 �, d�P (REPLACE) 9TFOF CA1�F�� SHEET -� APPROVED. 9 �' o FILE No. - Highlight anticipated locations far pull boxes. DF 6/07/18 � I I I I I ! � F.�. � � 105 of 176 MILLIMETERS GENERAL PLAN