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2nMV40 3NVN 1113 \ ✓ \ Remove Exist. M.B.G.R. and posts. Adjust Approach Roiling Transition, Remove Exist. M.B.G.R. and posts. I \\ Refer to S.P. A77A for details. Place Terminal System (Type SRT).Place Terminal System (Type SRT). Refer to S.P. A77L for details. Refer to S.P. A77L for details. LD \ 37'-6" 25'-0" + + 25'-0" 37'-6" rn rn \ CN / \ N N / \ 6 6 / \ N C e e e e e e e 9 9 = _ _ _ _ — _ = — — _. — — — — — — — — — — — — — — — — — — — — — — — — — — Const. I I I I 218 219 20 221 M A R I P O S A I R 0 A D I I - - - - - - - - - - - - Existing M.B.G.R. to remain in place. \ O \ i Remove Exist. M.B.G.R. \ and posts. \ d I Existing Concrete Railing \ to remain in place. Place Impact Attenuating System per Manufacturer's Specification. N Remove Exist. M.B.G.R. and posts. Remove Exist. M.B.G.R. and posts. Adjust Approach Railing Transition. RAILING DETAIL 1 Place Terminal System (Type SRT). Place Terminal System (Type SRT). Refer to S.P. A77L for details. Refer to S.P. A77A for details. Refer to S.P. A77L for details. BRIDGE N0. 29C- 174 37'-6" 25'-0" + `+° '—6" 25'-0" 37 LO Ln 0 0 iJ M a n E.P. \ — — — — — — — — — — — — — — — — — -- — — e— — ® e — — — — — — — — — — — — — — — — I I Const. I I I I 304 305 306 307 M A R I P O S A I Existing Concrete Railing R 0 A D I to remain in place. — — — — — — — _ _ — — — — — — — — — — — — — — — — + `o+ E.P. LnLn + 0 0 0 0 n m 37'-6" 25'-0" 6 6 25'-0" 37'-6" V) u Remove Exist. M.B.G.R. and posts. Adjust Approach Railing Transition. Remove Exist. M.B.G.R. and posts. Place Terminal System (Type SRT). Refer to S.P. A77A for details. Place Terminal System (Type SRT). Refer to S.P. A77L for details. Refer to S.P. A77L for details. Adjust A Remove Exist. M.B.G.R. and posts. Remove Exist. M.B.G.R. and posts. RAILING DETAIL 2 pprooch Railing Transition. Adjust Approoch Railing Transitio Place Terminal System (Type SRT). Refer to S.P. A77A for details. Place Terminal System (Type SRT). Refer to S.P. A77L for details. Refer to S.P. A77A for details. n. Refer to S.P. A77L for details. BRIDGE N0. 29C- 175 rn m 00 37'-6" 25'-0" + + 25'-0" 37'-6" ca o 6 6 (n N e e e e e 9 9 . E.P. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - e e—e !---- - - - - - - -� - - I I M A R I P O S A i R 0 A D 366 1367 Existing Concrete Railing I 368 369 Existing Pull Box I to remain in place. I Const. to remain in place. I I - - - - z _ _ _ _-_- _- _- _- _-_-_- - - - - - - - - - v 00 NOTE: Relocate Type P Markers as Directed by the Engineer +�Existin Electrical Box + E.P. 1n to remain in place. M o�OFESSIgy o D.25'-0"37'-6" 25'-0" o 1 o No. 38465 Q * Exp. 3-31-05 * N Remove Exist. M.B.G.R. and posts. Adjust Approach Railing Transition. Adjust Approach Railing Transition. Remove Exist. M.B.G.R. and posts. r� �P0 Place Terminal System (Type SRT). Refer to S.P. A77A for details. Refer to S.P. A77A for details. Place Terminal System (Type SRT). lF CIVIL o� E Refer to S.P. A77L for details. Refer to S.P. A77L for details. > OF CFE < Z RAILING DETAIL 3 `2 -/ ? Z A Peter D. Martin _Vll BRIDGE N0. 29C- 176 REGISTERED CIVIL ENGINEER 313465 W _ n o ( n o_ V J DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE MARIPOSA ROAD RESURFACING SHEET TOTAL 1— Aqullar .x, 03 COUNTY OF SAN JOAQUIN SCALE 1 " = 20' BRIDGE RAILING DETAILS NO. SHEETS 0,701Acerrrcd� , 04 2�24104 a/may/�v : 99� L�S (0.4 mile east of Austin Road to Gawne Road) 5 6 FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE E:\Projects\Moriposa (22591)\Plans\Mariposa All.dwg