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Exist backwall
<br />a�
<br />Bearing-- exist bent o 1 S
<br />1 Drill and bond 115
<br />2,-0"± 9"± 1,-J".± � I � 18"
<br />Exist. backwall dowel in 5"
<br />I _ _ I_ _;
<br />o
<br />1 deep holes (slope
<br />y\
<br />Exist W36x 150 ✓1 ;+I ® 12 max,
<br />\ beam
<br />T truss � I 1 #5 I l , total 7 � "� � � � total 18
<br />bottom chord
<br />\ - � exist Bent
<br />w+I I7
<br />115 ® 12
<br />N •
<br />to \ I
<br />� I I •` I •°�' - - - - ,�� Bearing
<br />varies
<br />Qz
<br />--15" I 4" I o ;+I \ J5 total 6
<br />"` Bearing and
<br />New o ° 4" 1 BlockCatcher I framing not • ' \ shown
<br />Drill and bond J5
<br />holes ® 18 max.
<br />dowels in 5 deep vertical ( coI
<br />`� 'k
<br />a� = 6 _ 12 /®p (�' exist truss
<br />t
<br />SECTION G — G yP
<br />° 1 6 ,5 total 12, typ
<br />O �
<br />PLAN
<br />TPMI SHEETTOTAL
<br />DIST. COUNTY ROUTE ...... POST
<br />LPROJECT NO.
<br />TO SHEETS
<br />NO TES
<br />10 Si
<br />1.
<br />The Contractor shall verify all
<br />controlling field dimensions prior toMaL6V_-�,4
<br />�fV
<br />ordering or fabricating any material.
<br />REGISTERED STRUCTURAL ENGINEER
<br />QRZt LS31b/ z
<br />2.
<br />Cut and remove the existing pin plates
<br />M.HARMS
<br />flush with the bottom edges
<br />U SE2639
<br />of the existingW 12x53 flanges. if
<br />PLANS APPROVAL DATE
<br />No 70
<br />rV 12131196
<br />Exp
<br />the assembly of the pin plates, gusset
<br />plates and beam flanges is not level,
<br />RUTH AND GOING, INC.
<br />STRUCTURAL tiP
<br />9lF
<br />grind level for full bearing on the new
<br />1630 ZANKER ROAD
<br />OF CA�����
<br />sole plate.
<br />SAN JOSE, CALIFORNIA 95112
<br />J.
<br />Location of drilled holes are
<br />MARK THOMAS AND COMPANY, INC.
<br />approximate. Prior to placing holes in
<br />90 ARCHER STREET
<br />concrete, the Contractor shall locate all
<br />SAN JOSE, CALIFORNIA 95112
<br />existing reinforcing steel and adjust the
<br />location of the holes to clear all
<br />existing reinforcing bars (except as noted).
<br />\\\
<br />Existing concrete to
<br />be removed. Exist.
<br />Final hole locations are subject to the
<br />reinforcement to remain in place.
<br />approval of the Engineer. Typical for all
<br />drill and bond steel rebars.
<br />Indicates New Construction
<br />4.
<br />All concrete at Bent 31 and Bent 32 is
<br />"Structural
<br />- - Indicates Existing
<br />Structure
<br />classified as Concrete,
<br />Bridge".
<br />5.
<br />Weld to seal all contact area.
<br />J5, see 'Section H-H' SECTION H—H
<br />Top of wall to New curtain wall. Bearing All details not shown.
<br />See 'Section B-B' on
<br />�
<br />match exist. All details not shown "Bearing Details No. 1 " shut. J5 ties '� exist truss I
<br />see Section A -A on
<br />\ see 'Section H-H' "Bearing Details No. 1" sheet. Typ at both exist pin\
<br />ILI1,11111,IIII,I�IIII,II,III,.�a ,.II'11 111111, I
<br />plates, see note 5 / - _ - - - X see note 5
<br />II I
<br />New shear y11
<br />\ key. -
<br />II I I I notch
<br />�� ►
<br />° #5 �� I I I + I Remove exIs tin g pin
<br />Plates partially as
<br />artiall I II
<br />shown. See note 2
<br />I I 1
<br />o x \ _ 4 = ' ' Temporary support see note 2 --�- - }- I V <typ, see note 5
<br />-- I I P y pp „ X
<br />m m , III on Bearing Details No.2 sheet.--r--------?2 32
<br />bottom chord I—�-`--- �N
<br />See note 2
<br />a New Bearing,see c c I
<br />\ 3 I I I I I Detail A on, Bearing oo _ _ _ _ ^ _ _ - I f� exist. pin >>2 J
<br />Details No.4 sheet - - 1 - -
<br />I I is `
<br />\ ( `
<br />J Typ to exist
<br />\�l Dill
<br />�L�IIII,�I\.II� I I II I ,O" I1II, 1,.I11 �1II
<br />W 12, s•��ee note 5/
<br />New Catcher
<br />IIl�il li�i i I ,III i�i dill" II , ,_IIlw,lll 1 ll, I �I.,ll ., I I � illIf„iu Inu� I ,L.. ,IIIIII I_III,L,IIlII, ,.I ,III ca � I,NI,I I11 xlIiIu' lilli� lu I ICI ,ii I I- I
<br />II�II
<br />"
<br />1 R
<br />Drill and bond 5° ° ° 0 Block. For dowels in 5deep hole"s details, see (slope 3. 1) total 4�I IIII II�- vu�l'Section G-G'.
<br />\
<br />�21
<br />-- 115 total 5 - - -
<br />12„ lap I I New bearing pedestal
<br />s O
<br />5 v J5 16 total 5 3= 15 ' total 6 5x4'- 6" a t »` 4 co � , 5 Drill and bond #5
<br />ties, total 3 s_ � -� � � � g' bearing pedestal ._---v I _ 4 _ dowels in 5" deep
<br />1 -6 -�- Const. p „ vertical holes, total 15
<br />�_ i - joint 2,_0� 2,-0„�
<br />I —
<br />2 -D 2'-9 _ Ir�� temporary
<br />6 \
<br />F�1 support ,RECORDDKMWING"'
<br />Remove concrete to SEC TION F— F crectior`s By �•... .
<br />expose exist. reinf. 5 dowels see �„ NoCh,anges
<br />Drill and bond #6 p 'Section F-F'. 12 = 1 -0� >lS 6 �Yt
<br />dowels in 12" deep � ������, ��� ���� ��a��� vertical holes, holes, total 15
<br />SEC TION E E
<br />All fnform?fion Rvv Ir1specfin T i t
<br />12
<br />EARTHQUAKE RETROFIT PROJECT NO. 37C
<br />DESIGN BY
<br />y CHECKED
<br />ADE BOWALE AK/NSANYA �- H. Mistr E D M. Harms
<br />PREPARED F O R T H E BRIDGE N.
<br />BY CHECKED M. HARMS 29C-37 MOKEL UMNE RIVER BRIDGE AT PEL TIER ROAD
<br />P STATE OF CALIFORNIA
<br />DESIGN OVERSIGHT DETAILS
<br />a H. Mistry M. Harms PROJECT ENGINEER
<br />BY CHECKED
<br />SIGN OFF DATE QUANTITIES POST MILE
<br />H Mrs r
<br />M.RING DETAILS NO.3
<br />.. t
<br />. M,. TRANSPORTATION .
<br />z ORIGINAL L .
<br />NAL SCALE Harms
<br />I
<br />FOR REDUCED PLANS 0 1 2 3 EA EQC037 EARLIER RREVISIONS DATES
<br />1114193 211194
<br />S 0 94DA3ES (PRELIMINARY STAGE ON ) SHEET OF
<br />mWo LY HE v
<br />_.
<br />„.
<br />P- g 3
<br />
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