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Place MBGR on 8.5' 3/4" Diu. Hole Preservative <br />radius section only -_�- Treated After Drilling <br />_- 6" x 8"x 6' LESS/(yy <br />3 V-9" Ground f C.R.T. Wood Post JO �`TH£l1�Fti� <br />Line <br />Block attaches to �� '��` ��%�� No. 56093 v <br />P / Head <br />Dia. Button \�`c��C y\`c� �� �/ \� <br />post with 5 8"'Dia. Head with Hex Nut, 1,-4„ ' � � , � /\� r �t Exp. 12-31-04 � <br />v Hex Bolts an4i Nuts Flat Plate Washer, <br />a and Cut Washers ut Washer �� � C1vkti--- --->and�� " � ;l� � �� of c <br />$ W6x15 Steel Posi. - - 2 -g 2'-4" ` �� � 3-1/2' Dia. holes v <br />-� -- centered in post t) " <br />Thrie Beam Rail ��� p Terminal Section t �t�� <br />� �' /�.� .(� preservative treated <br />after drilling. Type A. Refer to <br />" 6" x 6" x 1'-10" S.P. A778 for details. <br />R 2-7 8 x 3 8 F ---_` <br />/ / A Tubular Steel Block. <br />Controlled Releasing <br />i stiffener <br />oteweb Terminal (C.R.T.) Post Detail <br />-- . ----- 0 1..5 3 <br />4- <br />3CALE IN FEET 6" X 8" Wood <br />5" �i►.'T_- Existing Centerline <br />I = . _ � ." ._ of Anchor , Bolts Posts and Blocks <br />a. <br />a nj ® ; <br />`n ` _ Centerline between <br />`� Curve Datq <br />2"� __1_- existing Anchor Bolts - a R <br />,,, , 4(Contrdctor, shall * - 6" x 8" C.R.T. Posts �. <br />fields verify, dimension <br />before- fabrication. Existing Conc. Bridge Deck 0 - 45' cv <br />o LC = 11.31' <br />NOTE:, AI4 railing components: ' Rai[` Post Detail, + <br />shall be. new, material. 6" x 8" Wood <br />' See S.P. A78A & A78B 1 8 ad. <br />J Post and Block Rail is not I <br />for applicable details. �' I bolted to C.R.T. <br />a 0 .5 1 'A <br />Post of the <br />10" x 10" Wood ��" ,% center of 'the <br />SCALE I N / E E T Post and Blocks �,' nose as shown. <br />t� T T <br />D (Typ.) <br />r-------------- <br />4 ; R & D existing /Ib <br />Detail-, A-4, metal post and <br />anchor bolts. Curved W—Beam Guardrail <br />Wd Detail (NW Corner of Bridge) <br />SCALE IN FEET <br />1 2" Coe TV Transtion-- � 4 Spaces ® 3'-1 1/2" - 0 2.5 5 <br />N / P (yP) I IWA <br />= Section SCALE IN FEET <br />z JACK TONE ROAD BRIDGE N0. 29C-082 Sheet No. <br />o c©Ul�T OFF SAN JOAQUIN SCALE AS NOTED MBGR DETAILS ACROSS CALAVERAS RIVER 3 of 9 <br />DRAWN BY DATE PROJECT ENGINEER' DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />��•�-�tr-- 3 'Z�("�3 �.�'�, c� 3-Sq-o3 �-),OL..t­ �03 <br />