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Last modified
7/8/2024 1:28:49 PM
Creation date
1/23/2016 1:19:05 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Van Allen Road Bridge No. 29C-117 Barrier Rail Replacement Across North Little Johns Creek
Limits
Van Allen Road Bridge
Year
2008
Project Engineer
Gary Griffith
Roads Worked
Van Allen Rd.
Supplemental fields
Bridge #
29C-117
Cross Ref
SP4740 - SP4744
DocCategory
Improvement Plans
Type
Barrier Rail Replacement
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RSP A77F1 <br /> e so, <br /> Type 12B Layoutand shoulder grading Place Survey Monument Existing Fence to v' <br /> (Typ, West Side Only) Place MBGR Transition Railing @ top of rail (northwest remain in place <br /> Place Terminal System Type SRT (Type WB) and endcop (Type TC) corner) by other <br /> Per SP A771-1 (Typ, West Side Only) per RSP A77J4 (Typ) <br /> Z Existing 44" 0 tree <br /> //�/� 01 to remain in place <br /> 1, m nr<fX X X <br /> / \ l� N- f i <br /> ll' llF<ll ice/ \� <br /> Const EP <br /> 29C- 117 _ VAN _ALLEN _ROAD _ _ <br /> _ � <br /> - - - - - - - - -_ - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> LEP <br /> W 111 J <br /> I /a n a Connecting Holes in concrete rail shall be 1 -1/4" 0 <br /> L-7 galvenized pipe or PVC sleeve per RSP A77J4. Drilling <br /> Place Terminal System Type ET 77 <br /> `�° holes after concrete placement is prohibited (Typ) <br /> Per SP A770 (Typ, East Side Only) <br /> � 10' RSP A77F1 89'-6;' --►110 <br /> w Type 12A Layout Remove & Salvage existing MBGR ' <br /> and shoulder grading and Posts, and place Concrete <br /> (Typ, East Side Only) Barrier Type 27R (Typ). Refer to <br /> a Sheet 3 for details. <br /> r <br /> rn <br /> Limits of Clearing and Grubbing <br /> PLAN LEQEND <br /> 32'_7" Direction of Traffic <br /> lConstruction Notes: <br /> 29'-9" Concrete Barrier. <br /> Type 27R (Typ.) 1 . Wooden Rail Posts shall be driven, with or without pilot <br /> holes, or shall be placed in drilled holes at the option <br /> r of the Contractor. Any space around wood posts shall <br /> be backfilled with selected earth. free of rock. placed in <br /> - -- layers approximately 0.33'-1 .00' thick and each layerr-r <br /> p L1---r-- <br /> -------------'I--r------}------1--T------------- --sJ <br /> 1 shall be moistened and thoroughly compacted. <br /> 2. The Contractor shall salvage the existing bridge railing <br /> � <br /> (metal beam guard roil and posts) on site and deliver <br /> to Public Works Department's Corporation Yard located <br /> m `�`y � <br /> `�` `�"� `�`y at 1810 East Hozelton Avenue, Stockton, California and <br /> wo contact the Engineer to make arrangements to have <br /> TYPICAL SECTION County staff receive the salvaged materials. <br /> AUENCOUNTY OF SAN J O A Q U I N NO SCALE GENERAL PLAN VA" BARRIERRRRAIB REEPLADGC M 29C-117 Sheet No. <br /> ACROSS NORTH LITTLE JOHNS CREEK 2 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED, DATE <br /> - � 62,1� "1 <br /> �� 1o� <br />
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