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83MV80 310VN 3113 <br /> ' v'' 0.25' A.C. Overlay 100' A.C. Trans. Not a Part of Project 100' A.C. Trans. 0.25' A.C. Overlay <br /> 1 11 0 I 50'■ 50'■ <br /> I� <br /> Exist. C.G.&S. to + + �/ �' Y II I U 0 <br /> Vi <br /> remain in place. ro m / �� y II I 1 1 Z <br /> m II ( c? rn rn rn 0 0 0 <br /> CO_ _ // II ± N N SCALE: 1 " = 40' <br /> _ _ _ _ _ _ _ _ _ _ _ _ _ �m � � 15' I r. Construction <br /> - - - - - - - - i 0 0 <br /> - - - - - - - - - -10 - - - - - - - - - - - - - - - - - - - - - - - � � / 97'1 n II I �W « � � o� � � N <br /> •10' 2i-0 N N No � o <br /> 00 .. •• •• yr 4 <br /> 00 <br /> N 4,■ N N •• •• •• •• <br /> <'�:7= .00' .. ... •. •• •� E.P. <br /> Do 85 88 87 E•P• See Railing Detail 5, this page. See Railing Detail 5, this page. <br /> 111119 <br /> N 'r / Levee led— <br /> I / Access Road <br /> \ ie <br /> N �9 a 1 Access Road I 10 .10 <br /> � � — — <br /> �,o N 90 G� Bridge No. 97 io <br /> - � - - - - -�- - . <br /> o w + 91 9 93 29C-335 94 in 95 98 <br /> CO <br /> ro <br /> d E.P. 10.101 FJ-01 E.P. <br /> N � Levee / � Levee � <br /> Access Road See Railing Detail 5, this page. Access Road <br /> Replace Traffic Signal Loop <br /> Detector - See Detector <br /> Loop Detail 3, page 6 See Railing Detail 5, this page. <br /> -----V/1-0.25' A.C. Overlay -vl -vl 0.25' A.C. Overlay 100' A.C. Trans. Not a Part of Project -y^ - <br /> E <br /> 50'■ 0 <br /> 0 <br /> Z <br /> ConstructionU <br /> O O 0 <br /> to <br /> SCALE: 1 " = 40' C + <br /> ED <br /> N � I <br /> O O <br /> E.P. <br /> — — — — — — — — — — — — - <br /> • — <br /> 118 117 122 123 124 1 1 8 �— - I - — <br /> - - 127 <br /> — — — — — — — — — — — — - K : <br /> 2 <br /> E.P. <br /> END OF PROJECT <br /> II <br /> Exist. M.B.G.R. to <br /> remain in place. <br /> �\ Place Terminal System (Type Place Terminal System Place Approach Railing Place Approach Railing Place Terminal System <br /> (Type CAT-350) backup. Refer (Type SRT-350). Refer to Transition. Refer to Transition. Refer to (Type SRT-350). Refer to <br /> �\ bo to to 1999 R.S.P. A82A for details. 1999 R.S.P. A77L for details. S.P. A77J for details. S.P. A77J for details. 1999 R.S.P. A77L for details. <br /> \ \ �\�\ \63; ?mss- 00 00 � <br /> Place Terminal System X37'-6" 25'-0" + Place End Section Place Terminal System 25'-0" 37'-6" <br /> \ \ (Type CAT-350). Refer to m Refer to S.P. A77J Exist. Concrete Railing (Type B). Refer to S.P. A77B01 <br /> 1999 R.S.P. A82A for details. 6 for details. to remain in place. and S.P. A77J for details. o <br /> \ - - - - - - - JLLl <br /> - - - - <br /> \ Bridge No. 29C-335 <br /> � Exist. Concrete Curbs and <br /> Remove Exist. Cable Anchor \ \ Median to remain in place. Remove Exist. Remove Exist. <br /> 9Y 94 95 M.B.G.R. and posts. <br /> Assembly, M.B.G.R. and posts. \ \ \ M.B.G.R. and posts. 93 <br /> \ \ <br /> \ \ + Place Terminal System Place End Section <br /> 04 (Type B). Refer to Refer to S.P. A77J � <br /> S.P. A77J for details. <br /> 37'-6" 25'-0" for details. 0 25'-0" 37'-6" <br /> N <br /> \ N <br /> \ \ I Place Terminal System Place Approach Railing Place Terminal System <br /> O <br /> \ (Type SRT-350). Refer to Transition. Refer to Place Approach Railing Transition. Refer to (Type SRT-350). Refer to <br /> RAILING DETAIL 4 <br /> 1999 R.S.P. A77L for details. S.P. A77J for details. RAILING DETAIL 5 S.P. A77J for details. 1999 R.S.P. A77L for details. <br /> , <br /> SCALE: 1 " = 20' SCALE: 1 " = 20' <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE MOUNTAIN HOUSE PARKWAY RESURFACING SHEET <br /> SHEETS <br /> ��. � I 3 ( -_ z1/�3 � I /_wIsf3 COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN / RAILING DETAILS (500' south of Interstate 580 to 1,100' south of Interstate 205) 5 7 <br /> 3 2��03 f �jlsu <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br />