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Last modified
7/15/2024 8:56:20 AM
Creation date
1/23/2016 12:39:14 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Liberty Road Resurfacing
Limits
Bruella Road to Elliott Road
Year
2001
Project Engineer
Vincent Li
Roads Worked
Liberty Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP2308 - SP2320
Type
Resurfacing
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Place 50' Single Thrie Beam Barrier <br /> Place W6x15, Steel Posts on <br /> 50 L.F. Place 25 L.F. existing bolts. S.P. A78A, A78B Place 25 L.F. _ 50 L.F. <br /> Place Terminal System (Type ET) MBGR MBGRPlace Terminal System (Type ET) <br /> 6 Spaces 6 Spaces 6'-3' <br /> N <br /> (1999 R.S.P. A77M) 6'-3" (1999 R.S.P. A77M) I` <br /> 6'-3' <br /> 3 —1 �•• R.S.P. 6'X <br /> Transition <br /> 6'X8D.F. Pas cks A78C (typ.) ® 3 _1 8" D.F. Posts & Blocks <br /> ' ts & Blo <br /> 1D.F. Blocks <br /> D.F. Posts <br /> 8'X8 - -� <br /> �6 —3 (TYPO I I <br /> 9 Tubular Steel Black (refer <br /> RAIL LAYOUT NORTH SIDE OF MINOR STRUCTURE °f5et (TYP.) <br /> to S.P. AJBB for details) <br /> 2. <br /> t• (MS—W243) <br /> i 3. <br /> _ # <br /> Q n a t/z' <br /> 1 j � 5/B- Dia. Button Head Win Black Att..h.. T° Hex NutFl°i Flats Washer With 5/B" Dia. and Cut,Washer <br /> Hee Bolle Ma Nute �1 1/2" Min. (typ.) <br /> m m Antl Cut Washer, Thne Be°m Buil <br /> n Place Place 50' Single Thrie Beam Barrier Place <br /> s Weis Paid Y-s" O O Continuous Piece 12.5 L.F. Place W6x15, Steel Posts on 12.5 L.F. <br /> MBGR existing bolts. S.P. A78A, A78B MBGR _ _ <br /> _ rinisned A.C. shoulder -- 4 Spaces <br /> o R 2-7/8" x 3/e' Crude shml be leve <br /> PLATE DETAIL 3'-3 1/2" (Typ.) <br /> Stiffener Each than <br /> or <br /> equal a BE. 10"X10"X5'4" D.F. Posts <br /> Side <br /> Df web A A New 1- Dia II <br /> H5 Burp Lock 8"XS" D.F. Blocks (Typ.) <br /> washer no Nut. <br /> . 1 3'-3 1/2" 3'-3 1/2" R=40' <br /> Typ, <br /> — Esbting Conc. Deck <br /> 'r __ __ <br /> cook Ciro)cam) - - - - - - - I 2' Offset <br /> 1l7 <br /> < - Contractor shall <br /> (TYPO <br /> field verify dimension y IIS I <br /> before fabrication. I~ <br /> New Nut and wck Washer Esmwq Centenlne Transition (Typ.) Transition Terminal Section <br /> of Anchor Bolts (bn) R.S.P. A78C R.S.P. A78C (Type A) Typ. <br /> Existing Anchor Bolt SP A77B <br /> DETAIL A—A <br /> O Stiff ... To Be Loc.tea E cb 1/z' 3- s r continuous 6•'X8" D.F. Post <br /> Yu Distance Beleesen Anchor Bolts Plat. (refer to PLATE DEAL) & Block (Typ.) <br /> W A STEEL POST DETAIL NoPo,taaM1allbe edioal. RAIL LAYOUT SOUTH SIDE OF MINOR STRUCTURE <br /> Y"� z (A78A, A78B, A78C) z. Anchor Wit nate shop the wrench eghc MS—W243 <br /> 3. Refer to S.P. A7BA and A78B for applicable ( ) <br /> thus boom earner aided . <br /> COUNTY OF SAN JOAQUINNO SCALE RAILING DETAILS LIBERTY ROAD RESURFACING Sheet No. <br /> (Bruella Road to Elliott Road) 9 of 13 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE C DATE SUBMITTED DATE APP VA MMENDED DATE <br /> V.LI / P. 5rn, 02101 ?//,m , — fl 1 1 a �,�j� <br />
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