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JR. <br />E <br />S <br />N <br />0 <br />DATUM: <br />C <br />W I-lLt NO.: <br />M <br />— — — — r"AwAff, <br />F,dFAFffAF,A mrWRAFAR5 WAFAWffAFAFAFAFAFAF5FA <br />• <br />19010 ON <br />A A W A�f di ' w! <br />FOR I? <br />V" 11 IFA 11 11 AW�MW� A <br />MAW <br />WAT <br />I F <br />e, R W <br />TCE 0jM" 76+87,91, 27,00' <br />R/W R <br />*w-r--6 (L—T) <br />TCF '7 O 0 AP z r-.r 3r 0 <br />.00 to <br />22 <br />+ + AP <br />de <br />(D <br />IfTwo- Q R TIO N... <br />_X_ /n 1' 73+7 L 51001 RT <br />(2 FY_ 4,150 <br />AP <br />of WARNING.-..! <br />73+31.61. do\ �T <br />TEMPORARY <br />RETAINING WALL "M" 73+06.2 .00 RT <br />"M <br />0.00. ?,7.00' RT <br />PORTABLE DELINEATORS--- AP <br />10' 0. C., Typ <br />- TEM P OR A R Y B AR R IE McHenry Ave Corridor Improvement fin4ed <br />MOUNTED SOUNDWALLLit Date AcceptedAS-BUILT <br />"'M" 72±09.98, 59.00' RT V" <br />Reekkwft Enginw - Maufto Rivera, RE. <br />�P E?wAgmu Mora By ID, Pllk'13 10 june 8, 2021 <br />TEMPORARY CRASH CUSHION <br />171"NO TRESPASSING..," <br />ABSORB 350 (or Equivalent) 1� <br />*Wl-6(RT) <br />_72+1Q&2. 34, .3A,9 4' RT <br />-TEMPORARY CRASH CUSHION AP <br />ARRAY 'TS1 4' <br />McHENRY AVENUE <br />"M" LINE ETW TCE <br />29' X 4 5 <br />2* <br />Tamp RAILING (TYPE K) <br />Tamp RAILING (TYPE K) <br />Exist Tamp SOUNDWALL EXISTING <br />E­'W 12 RESIDENCE <br />30 <br />ago <br />OG <br />0 0 a 30 0 n V0 w06- <br />oRna 'A' OQ'Q'-;- - ooa <br />0 00 ®a r0- <br />Tamp RETAINING WALL <br />SECTION L-L <br />NO SCALE <br />Cr) <br />0 .......... ..... <br />O 0 <br />C14 L-0 <br />-ell <br />+ <br />rl- 0010 <br />U. <br />-4 1 hkj <br />Fj )k <br />... ....... . .. ...... ... <br />*W20-2("1000 FEET") <br />0 <br />88+1 <br />..... ...... <br />Mom" <br />89+00 LINE 90+00 91+00 <br />0 . . . ...... . ............ . ...... ... <br />M <br />A'Ve <br />Z <br />L� -J \ <br />X 278 22 IN <br />27B <br />Ln <br />R 7W_ (6 > <br />W1 3-1(25) "M" LINE ETW + <br />_J a. <br />a. 00 6 0 <br />M ul <br />SURVEY <br />P /L * C31 A< A> <br />r_ U_ U_ Z <br />z z <br />30 + 0 0 <br />L.AIML xis <br />E-W 12' 12' E-W ............. . ..... . <br />■ <br />FG OG <br />1_1 Ir <br />DELINEATOR SECTION 1-1 <br />NO SCALE <br />X <br />REVISION <br />DESCRIPTION <br />McHENRY AVENUE <br />BY DATE SCALE PREPARED BY DATE OL U jV SAN JOAQUIN COUNTY PUBLIC WORKS <br />Ili -.0 <br />HORIZONTAL: 1"=40, DRAWN: F, DeMARCO 09-29-116 <br />VERI-!CAL: N/A <br />R. GIBBON 09-29-16 <br />DESIGNED. TECHNICAL SERVICES IN McHENIRY AVE CORRIDOR IMPROVEMENTS <br />0 2 <br />CHECKED: K. OAKS 09-29-?6 2020 L STREET, SUITE 300 <br />INCHES SACRAMENTO, CA 95811 STAGE CONSTRUCTION <br />T. BARNARD 09--29 - 6 T 916.414.5800 F 916.414.1557 <br />dG 4 w Q 5C APPROVED: STAGE 2 PHASE A TRAFFIC HANDLING <br />NILMET�S <br />FILE NO. <br />DRAWING <br />5S <br />e, <br />% , <br />SC-10 <br />GI ISON <br />I <br />OF <br />No. C70999 <br />Exp. 06-30-17 <br />SC-12 <br />V4;X <br />SHEET <br />or CW\ <br />67 OF 176 <br />