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E
<br />Q.
<br />00
<br />Ln
<br />0
<br />i
<br />00
<br />CD
<br />N
<br />0
<br />v
<br />0
<br />3
<br />a
<br />0
<br />U)
<br />M
<br />00
<br />N
<br />N
<br />0
<br />0
<br />c.n
<br />0
<br />U
<br />c
<br />1138'-3" Measured along "M" Line
<br />EB
<br />-� Exp Jt Exp Jt----,.._
<br />- _343 -6_ _ 289'-7 1 /4" _ - 45 -7 3 4
<br />Frame 3 Frame 4 Frame 5
<br />c� I
<br />o �31 '-6" 1 79'-7 1 /4" 120'-0" 90'-0" 45,-7 3/4"
<br />z a► a. -
<br />Span 21
<br />a
<br />---�i�---�h I�--� r►---�i�; I�---� �---1�--�I�— —� �I►---a -- ramI�—a ��—��--�I�--a�►---1 �--�I�--�I��►--a��--�I�......... 1E..... a11-------- 4
<br />ry
<br />� V_G)
<br />I - I I II II
<br />uu
<br />U� --(!),Typ 5 I Abut 26
<br />I I I
<br />U)�
<br />I I
<br />I I xisting Conc
<br />61 ri ra Approx OG=F G i
<br />Bent o p p @ Rt EOD
<br />22 __-------------- - _-- ----- - ___-'
<br />_1 — — -- F-1 F7 F-1 �—^1------- _ —
<br />I I I I I I �t F-1 �,i LJ
<br />J LI-J LIJ 1 �J
<br />Datum Elev 40.00 � �
<br />Bent 23 RPnt 94 RPnt 95
<br />41 +00
<br />42+00
<br />ELEVATION
<br />1" = 20'
<br />1
<br />43+00
<br />-------- \ r PCC "M" 43+40.48, 84.90' Lt
<br />PCC "M" 3 47.18 48.70 Lt�
<br />Sp End Concrete Barrier Type 80SW
<br />�a Begin Concrete Barrier Type 80A (Mod)
<br />W"M" 43+44.64, 43.28' Lt
<br />R
<br />/
<br />o
<br />PZL _ _ -/ _ _ _ _ Q�s - _ - -- -- - Signal, Type 1 -A
<br />_ _ ._ _ _ �� "M" 43+30.59, 28.76' Lt
<br />"M" 40+63.29, 17.00' Lt 0 L Signal, Type 29-5-100
<br />Deck Drain, Type D-1 (Mod) \ "M" 43+26.70, 16.62' Lt
<br />Deck Drain, Type D-1 (Mod)
<br />-4--R W � -- - - - �„M „ Line � . _
<br />du M
<br />Exist Bridge (Approx)
<br />M 41 +98.29, 17.00 Lt
<br />�, - 0` M 41 +50.00, 27.00 Lt Deck Drain, Type D-1 (Mod)
<br />"\,,Barrier Mounted Sign
<br />3
<br />� 30°
<br />0
<br />DownspoutP41 +00 �_12Ld Drain Pi � N00°2244W " e 42 00 43+00
<br />�
<br />I— see kti to 1 -_ I
<br />To Modesto \ LOOP PATTERN SKEWED TO Exp Jt
<br />�Exp Jt -� \ Crown Line \ MATCH DECK EXPANSION JOINT.
<br />\ --Stop Bar
<br />\ \ Traffic ❑
<br />\ }- Loops, Typ —_,�
<br />Q Downspout 12" Drain Pipe
<br />� see Note 1 \
<br />R/W F
<br />®
<br />®
<br />0
<br />0
<br />0 0 \
<br />®
<br />®
<br />®
<br />® ® ®
<br />"M" 40+63.29, 53.00' Rt
<br />Deck Drain, Type D-3 (Moc
<br />0
<br />00
<br />00
<br />0 0
<br />0
<br />0
<br />0
<br />0
<br />0 0 0 ®—
<br />pp��
<br />Bent 22
<br />P
<br />�
<br />0
<br />0
<br />0
<br />0
<br />0 0 0 0
<br />'-Limits of Ground
<br />00
<br />0
<br />0
<br />0 00 0
<br />Improvement
<br />NOTE:
<br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD
<br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.
<br />DATUM:
<br />FILE No.
<br />;ent 23
<br />"M" 42+ 13.10, 56.00' Rt
<br />Barrier Mounted Sign
<br />"M" 41 +48.29, 53.00' Rt
<br />Deck Drain, Type D-3 (Mod)
<br />"M" 42+68.29, 53.00' Rt
<br />Deck Drain, Type D-3 (Mod)
<br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY
<br />\
<br />HORIZONTAL: DRAWN: H. SULLIVAN
<br />VERTICAL: DESIGNED: J. FREKING
<br />0 1 2
<br />UPDATE BARRIER MOUNTED SIGNS DF 6/202 , I 1 1 I CHECKED: N. CAI_DERONE
<br />A UPDATE LOOPS IN DECK OF BRIDGE DF 1/2018 INCHES
<br />- 0 10 20 3l0 40 50 APPROVED. 0. BROWN
<br />MODIFY CURB LAYOUT JF 10/11/18 1 r 1 1 1
<br />MILLIMETEas
<br />PLAN
<br />1 " = 20'
<br />DATE
<br />i
<br />44+00
<br />NOTES:
<br />1. For deck drain details and drain pipe details, see "DECK DRAINAGE
<br />DETAILS - SPANS 22-25" sheet.
<br />2. For Typical Sections, see "STRUCTURE PLAN NO. 4" sheet.
<br />3. For barrier modifications at sidewalk transition, see "ABUTMENT
<br />DETAILS No. 2" sheet
<br />Approx OG & FG LEGEND:
<br />(1 Paint "Bridge No. 38C-0344"
<br />20 Paint "McHenry Ave Bridge over Stanislaus River"
<br />3� Paint "Bent No. XX" on column at each bent location
<br />at 5' above FG.
<br />® Indicates Low Structure Elevation 105.76 Feet
<br />5� Indicates 200 Yr Event Flood Water Elevation 83.8 Feet
<br />• Manhole
<br />Existing Structure
<br />Water Surface
<br />CURVE DATA TABLE (EOD)
<br />ID R A T L
<br />A 31 025' 78020'52'' 25 47' 42 74' N.-
<br />aB 48025' Oc; 2 4 '3 8 11 20.18' 38°24'
<br />S 53°45'05" W\W
<br />5 3 ° 2 5 ' 1v0 ° 5 2 ' 3 2 " -9 0'��
<br />PCC "M" 43+06.54, 134.47' Lt ' D � 5 =) .2 5' 1 3 ° 4 ° 4 0' 1 2 ° 7 3'
<br />E „M,r-43+49.15, 1: ,� ; Q 3 a
<br />61 .44 Lt E II 1 �_�°2� � v� .,� �� �°01 60°08
<br />,- End Concrete Barrier Type 80A (Mod) .��--•_/`_���
<br />B o� a McHenry Ave Corridor Improvement Project
<br />- Sidewalk Transition, AS -BUILT
<br />see "Road Plans"
<br />EB "M" 43+88.59 Resident Engineer - Mauricio Rivera, P.E.
<br />Elev 1 15.31 \ Structure Representative - David Franco, P.E.
<br />1 2 Revisions By �Vw
<br />�_ — 9/28/2021
<br />■
<br />Bent 24
<br />"M" 43+64.75, 53.00' Lt
<br />Deck Drain, Type D-3 (Mod)
<br />"M" 43+83.00, 55.58' Lt r
<br />Signal, Type 1 -A
<br />BC "M" 43+88.94, 54.75' Rt
<br />PCC "M" 43+98.99, 55.71 ' Rt
<br />End Concrete Barrier Type 80
<br />Begin Concrete Barrier Type 80A
<br />09-29-16 P"=COM
<br />09-29-16
<br />AECOM Technical Services, Inc.
<br />09-29-1 6 2020 L Street, Suite300
<br />Sacramento, CA 95811
<br />09-29-1 6 T 916.414.5800 F 916.414.1557
<br />e
<br />44+00
<br />Bent 25
<br />EB Crown Line "M" 43+98.99, 18.00' Rt
<br />Elev 115.67 PI 44+60.65 McHenry Avenue
<br />45-F00 NOO°52'17"W
<br />"M" Line Sta 44+25.24
<br />p "R" Line Sta 17+78.91
<br />X
<br />•
<br />To Escalon
<br />"M" 44+ 1 1 .81 , 57.98' Rt
<br />End Concrete Barrier Type 80A
<br />EC "M" 44+ 1 1 .09, 59.57' Rt
<br />A
<br />0
<br />BARRIER MOUNTED SIGNS
<br />ADDED AT:
<br />"M" 42+36, 27.00 LT.
<br />"M" 43+06, 27.00 LT.
<br />SAN JOAQUIN COUNTY PUBLIC WORKS
<br />McHENRY AVE CORRIDOR IMPROVEMENTS
<br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE)
<br />STRUCTURE PLAN N0. 3
<br />DRAWING
<br />S-105
<br />OF
<br />S-153
<br />SHEET
<br />109OF176.
<br />
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