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` JL4 \ � No. 21258 bap. 9-30-97 r !" " , 2.91' �., Bury end of rail in cut slope. 6'-3 Trans. -- 431'-3" / 8% 9T��CAL See S.P. A771 for details. 8 Spaces ® 55 Spaces 6'-3 ---- — 62'-6" i (Typ.) Install 87'-6" M.B.G.R. Type 9 1 " 25' a = 38.16' ` Flare. See S.P. A77A, A77B, 3= /2 = 1 ,_- A77C, A77E and A77F for details. -- _--� Edge of shoulder �? 1.8' Facing, N - -- -- 5.5 7 "C Method "6' - -iA-}-- Install 62'-6" M.B.G.R. LJ ._ 4 Spaces ` Install 375' M.B.G.R. 4 Spaces Type 9 Flare. 12 Spaces ® 6'-3" 0 3'-11/ " 50' Trans. See S.P. A77A, A778 ® 3'-11/ " — 8 Spaces ® 6'-3"lo 12'- and A77C for details. = 12'-6� 2 µ) �.... �- _ 6'-3" Trans. 5 Spaces R & D existing M.B.G.R. (Typ.) -�-- ® 11- " Install Barrier Single Thrie �- T - 2' -� = 31'-3" Beam Barrier Rail (Bridge). RAIL LAYOUT WEST SIDE OF MINOR STRUCTURE ROCK SLOPE PROTECTION D IL 1 1" H.S. bolts 4" #9 (2 total) 6'-3" Trans. 6'-3" Trans. See S.P. A78C. (2 total) " (Typ. 4 corners) Shoulder Conform - 1P - / 62'-6" - 25' (Typ.) 3"x1/4'x0'-7 5" Cut Washer 50 Space s ® 6 3" B Spaces ® 1 R Washer -- - 25' 37'- Parabola 300' �3 f ---- 3 11/2" - 25' I� 8 Spaces ® 37'-6" Paraboia 3'-11/p' = 25 4' Shoulder Conform2"x1/4"x0'-51/2" 21/4" Install 337'-6" M.B.G.R. _. _ 7 Spaces ® 6'-3"-- - -- - --- -- -- , IE Washer I #4 ® 6" See S.P. A77A, A77B, = 43'-9" 5/g" H.S. bolts Total 5 Terminal Section (Type C). A77C, A77D, A77E and P \� Install 43'-9" Single Thrie Beam—�_ (2 total) 3' per post See S.P. A77H for details. A77F for details. 50' Rock Sloe Protection 9(Typ.) Cable P Barrier Rail (Bridge). See Cable Anchor Assembl S.P. A78A and A78B for details. Install 62'-6" M.B.G.R. Type 1 Flare. (Typ.). (Breakaway - Type A� — 75' Trans. See S.P. A77A, A77B, A77C, A77D See S.P. A77G for and A77F for details. details. (Typ.) RAIL POST ON WINGWALL DETAIL RAIL LAYOUT EAST SIDE OF MINOR STRUCTURE _ � A 13/16"0 Holes 7-5/+E' P.) (TYP•) Thrie Beam Barrier 2,-9» 11/6» A 67x81/i x1'-10" T.S. Block Finished Grade W6x15 1 '-6 1/8" 3'-g" LAdjustment lots for vertical 3" {IT 3" r '" 73/16 _4 �_ 13/16x1 '/4 1'-4" 75/8 Exist. E.P. - - Exist. Parapet Wall Slotted holes 14' Clear 2'-31/8" (Typ') 2'-31/8" -9» SECTION A-A 2 18.1' W6x15 LA 100' Trans. 60' 100' Trans. Steel Post 3 B g Finished Grade 1"x1'-3/4" H.S. Bolts (4 Total) � Temporary (i_ Const. 2, � R 14'x14"x /4" 299+30 300+30 300+90 301+90 SECTION A-A 6" A h 12' Clear i Temporary Crash Cushion HRI BEAM POS IL Const. 16.3' Array TJJ . Refer to S.P. 1'-Y T2 for details. (Typ.) 5" Existing Deck 1/47 2" 5 Existing 1"0 H.S. Threaded Rods (Total 2). 14"x3/ "x1' Remove one Threaded Rod flush with exist. t2'-Clear Base late 3 \ Parapet elevation. Finished Grade 12" - _ * Temporary K Railing. to - Drill 7/g'x91/2" continuous capsule Anchor T Exist. E.P. Refer to S.P. T3 1 grouted in 11/4"x6"hole, 3 per post. See S.P. D82 for details. 1 2' #9 bars - 2 Total for details. 11/470 Holes 3" See S.P. A78B for details. Parapet Wall Work - 16' ----� (Typ.) 3" /4 -L_ * #4 ❑ 012" �k Minimum length for Temporary Railing (Type K) 91/2" , shall be the length of the existing Parapet Wall. SECTION B-B -T #7 bars (3 total) TEMPORARY RAILING (TYPE K) * Provide #4 O 06"each 1'-6 each side of rail ost. LAYOUT DETAIL THRIE BEAM POST DETAIL 4 PARAPET WALL DETAIL w o Z X W 0 Z w J z o DRAWN BY DATE PROJECT ENGWEER D�rE CHECKED DATA �;U �P1�' -E1� ��r� a�PR� T- L�� ER SACRAMENTO ROAD AND S1EL� TXAL Carole Griffin - - --- - --- - - - - COUNTY O F SAN J OAQ U I N NO SCALE CONSTRUCTION DETAILS LIBERTY ROAD INTERSECTION IMPROVEMENTS SHEETS 500' South to 600' North of Liberty Road 5 6 FILE NAME DRAWER SHEET NO. ACAD 103 \CAROLE\LOWERSAC\PLAN\DETAILS