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'ON 133HS 83MV80 3Wb'N 3113 Place Terminal Place Terminal System (Type SRT) Existing 75' MBGR To Remain System (Type SRT) SP A77L SP A77L 0 - --- --- u u U LEGEND U Existing Utility Conduit attached to bridge. R & S 38 L.F. of existing MBGR I R & S 38 L.F. of existing MBGR Notes: 1 . Buried Utilities exist on sides of road in vicinity of Bridge. I 2. Hand digging for posts may be required in this area. I 3. No encroachment to existing free board (flush or above I I the soffit of deck). Conduit shall not be connected to post. I 4. Contractor shall coordinate the MBGR work with Utility Owner(s). Utility Owner(s) are responsible for detaching 917 91 g 919 and attaching conduit. MINOR STRUCTURE W- 540 R & S 38 L.F. of existingMBGR (Weber Slough) R & S 38 L.F. of existing MBGR -- --- --- --- Place Terminal Place Terminal System (Type SRT) Existing 75' MBGR To Remain System (Type SRT) SP A77L SP A77L Curve Data Terminal Section (Type B) * = 6" x 8" C.R.T. Posts D = 45' Curve Data ® LC = 11 .31 ' * = 6" x 8" C.R.T. Posts 6" x 8" WoodPosts and Blocks = 45' o Thrie Beam Barrier 2S aces ® 4 Spaces ® J LC = 11.31 ' N ° 6'-3" 3'-1 1/2" 225' 6 -�-{6 -3' Trans 6" x 8" Wood Post and Block + 16 `61 Rad' Rail is not p *� bolted to C.R.T. End Bridge Post 10" x 10" Wood Posts oo Post of the 10" x 10" Wood Posts *� & 8" x 8" Wood Blocks �* 'I%,/' center of the & 8" x 8" Wood Blocks ' nose as sown. aj * ho Existing 10" x 10" Wood Post � End Bridge Post or & 8" x 8" Wood Block To Remain o 6" x 8" Wood 10" x 10" Wood Post 5 Post and Block +-8' Rod. & 8' x 8" Wood Block DETAIL E �5 `D �� CURVED W—BEAM GUARDRAIL DETAIL Terminal Section (Type B) DETAIL D Place 6'-3" transition section MBGR to thrie beam. CURVED W—BEAM Provide hole at middle of transition with 5/8"0 Button Head Bolt W/ Hex Nut and Flat Plate Washer. GUARDRAIL DETAIL 4 Spaces ® (refer to SP A78C) 3'-1 1/2" Tubular Steel Block (refer to S.P. A78B for details) 1" Place MBGR on 8.5' 3„ __ v4jum radius section only Block Attaches To 5/8" Dia. Button Head WithPost With 5/8" Dia. ex Nut, Flat Plate Washer 3/4"0 hole treated with Hex Bolts And Nuts and Cut Washer preservative after drilling And Cut Washers Thrie Beam Rail W6x15 Post,,-.- 2'-9" " n 1 -g t pre 6" x 8" x 6' 2-7/8 x 3/8 New 1 " Dia. Finished Grade l ______ _ C.R.T. Wood Post Stiffener Eac A A .S. Bolt, Lock p _ Side Of Web Washer and Nut. or Bridge Deck u1 Existing Cone. Deck U 3-1/2"0 holes centered in ■ Existing * Z / 0(typ.) /2 Cope (typ.) 3 1/2' post and treated with 2'-4" preservative after drilling 2, �'•a, '.'' 1 1/2" Min. (typ.) u. New Nut and Lock Washer D Existing Centerline ontinuous Piece FESSI 0 Existing Anchor Bolt of Anchor Bolts O w Stiffener To Be Located Equal 1/2" x 3" x 7" Continuous DETAIL A-A PLATE DETAIL * CONTROLLED RELEASING Distance Betweeen Anchor Bolts Plate (refer to PLATE DETAIL) No. 38465 SECTION A . Exp. 3-31-05 . � TERMINAL (C . R .T. ) POST DETAIL * Contractor shall Notes: Jf w field verify dimension 1 . Posts shall be vertical. 9f CIV1� �? z STEEL POST DETAIL Y F OF CP��F� 0 A78A, A78B, A78C before fabrication. 2. Anchor bolt nuts shall be wrench tight. Y ( ) 3. Refer to S.P. A78A and A78B for applicable thrie beam barrier details. Q SINGLE THRIE BEAM BARRIER DETAIL Peter D. Martin a Registered Civil Engineer Z v w 0 DRAWN BY DATE PROJECT ENGINEER DATE C D DATE APPROVAL RECOMMENDED DATE SHEET TOTAL a ° COUNTY OF SAN JOAQUIN NO SCALE BRIDGE RAILING DETAILS JACK TONE ROAD RESURFACING NO. SHEETS l�u 2,IiD�O 2�to�� >��xul.�e v Z/�� (State Highway Route 26 to Mariposa Road) 7 8 FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE