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NOTE: <br />FOR NOTES AND LEGEND, SEE SHEET SS-1. <br />FG <br />ETW "S2BR" LINE ETW <br />2' 11' 11' <br />OG �N <br />s s s s s <br />FG <br />1.5:1 OR FLATTER SECTION K—K <br />PORTABLE DELINEATOR I NO SCALE <br />/ <br />S21BR" 17+94.38 EC/ i <br />CURVE DATA <br />No. R A T L <br />400.00' 09°26'52" 33.05' 65.96' / <br />(2)1727.00' 11 °36'46" 175.62' 350.03' "S2BR" 17+Q1.44' <br />r BC <br />/ <br />400.0' 06°30'25" 22.74' 45.43' p L N 47°08'33" <br />\ ® 400.00' 13-18'45" 1 46.68' 92.94' -� X �.X 1 ,/ <br />"S2BR" 11 +50.66 <br />"S2BR" 11 +19.81 <br />�.\ <br />BC <br />28' <br />tO <br />Lt S2BR' <br />11 + 19.81 <br />C, <br />Temp TRAFFIC STRIPE <br />Cn <br />"S2=11+19,.81 BC <br />wTemTRIPE <br />0 <br />-- <br />27B <br />0 <br />Ln <br />0 <br />N <br />0 <br />n <br />Q <br />cu <br />E <br />co <br />U <br />@i <br />O <br />N <br />.0 <br />cn <br />cc <br />N <br />cli <br />o DATUM: <br />o <br />T <br />C <br />7 <br />O C <br />U <br />O <br />C� <br />C E <br />C 7 <br />Cr <br />0 0 <br />O C <br />0 <br />i .o FIL.E NO. <br />J <br />Go <br />"S2BR" 9+60.46 LJ 1' - <br />POT, CONFORM �, <br />F E <br />CCO 023 <br />Page 3of3 <br />o j j J <br />j r <br />j / SSG PORTABLE DELINEATORS <br />j FROM STAGE 2A <br />jj "M" 45+06.70, 15.00' RT / <br />o CHANNELIZERS <br />o FROM STAGE 2A <br />.0 <br />° S%N _ / / R/W <br />O O - <br />p O — — — <br />O O <br />R= 75' <br />a <br />_JO— <br />,� R = <br />R 11AI- - <br />"S2BR" 11+85.77 R�w--"M" 44+00.95, 24.94' RT PORTABLE DELINEATORS <br />PCC Ar _ - - FROM STAGE 2A <br />2:2) AR1-1 <br />F�flF-\TABLE <br />DELINEATORS / <br />- R1vER r <br />13+00 2 28P +t+60.09 10' O.C., Typ <br />\ _ <br />2+00- ��- 'LSE *TYPE III BARRICADE (X') <br />- - - W1-6(LT) / <br />ASA. / <br />22 �E - E - - - - X -_W -- K/ <br />E / Temp CRASH CUSHION <br />- R=1830.06' R=400- _ -' - --- ,� (ARRAY 'TS14) ! <br />N 74°42 36 E <br />\ �T °°oW3-1 2 C°Nc \/ "S2BR" 17+36.94, 16.50',/RT ! <br />159.35 2713 qNk <br />NC IUD �� �-_ �� END Temp RAILING (TYPV K) <br />_ TEMPORARY Q42ASH CUSHION ,Ix /+ <br />--- - -1 - - ABSORB ­ (or Equivalent) <br />X <br />- DELINEATOR <br />(TYPE E) <br />_f <br />30' O.C., Typ <br />I' (8 TOTAL) <br />SURVEY <br />x *TYPE III BARRICADE"--` <br />s/ <br />- - - -------------- <br />X� PORTABLE - �/ � <br />DELINEATORS _ <br />p°4e �' 25' O.C., yp <br />J J <br />23\ C1� -- <br />W13-1(3_01�- %%. - — B/ <br />27 B 1J k <br />-- <br />SIGN i - 6 k <br />RIVER ROAD <br />T / <br />j SN�DowS J l <br />McHenry Ave Corridor Improvement Project <br />MAAR;ia; Ina " I <br />Resident Engineer - Mauricio Rivera, P.E. <br />Structure Representative - David Franco, P.E. <br />Revisions By Fvw*_ 9/28/2021 <br />REVISION DESCRIPTION BY DATE <br />SCALE <br />PREPARED BY <br />DATE <br />Q N <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />ESS/ <br />DRAWING <br />Al Modify traffic control devices SL 04/30/19 <br />HORIZONTAL: 1 „=4O <br />F. DeMARCO <br />09-29--1 6 <br />com <br />P •... <br />�� ' co <br />- <br />0 <br />Q� •••. <br />••.��c <br />SC--1 2 <br />VERTICAL: N/A <br />DRAWN: <br />R. GIBSON <br />09-29-1 6 <br />_ . <br />Q.' <br />�. <br />McHENRY <br />; RASHO J. GIBSON ; 2 <br />� <br />OF <br />DESIGNED: <br />TECHNICAL SERVICES, INC. <br />.� <br />No. C70999 <br />0 2 <br />I <br />CHECKED: K. OAKS <br />09-29-1 6 <br />2020 L STREET, SUITE 300 <br />�' <br />STAGE CONSTRUCTION <br />`. xp. 06-30-17 •: <br />SC-12 <br />INCHES <br />SACRAMENTO, CA 95811 <br />SHEET <br />0 10 20 30 40 50 <br />I I I I I I <br />APPROVED: T. BARNARD <br />09-29-1 6 <br />T 916.414.5800 F 916.414.1557 <br />`q • . --- --- . ;;P <br />/ F o R <br />STAGE 2 PHASE B TRAFFIC HANDLING <br />ff9l�.. ..•���Q <br />OFCAO <br />69 oF1 76 <br />— — MILLIMETERS <br />FILE NO. <br />