Laserfiche WebLink
J <br />N 66.24'01" E <br />174.29' <br />"S2AR" 9+75.39 <br />CONFORM <br />:>I <br />1. <br />"S2AR" LINE , AB / <br />ETW ET�y ` ABLE DELINEATO <br />"S AR" ' 7+88.75 POT =, <br />2' "i "M 44+ 44.07 POT / <br />ids <br />"S2.AR" 17*�6�b3 � <br />FG■■■■� _x "S2AR" 15+64.54 AP <br />llul - 1IL7— <br />_ OG FG EC <br />N 52'27'35" E-,,- <br />86.48' <br />Temp RAILING (TYPE K) <br />1.5:1 OR FLATTER o� i _ -V /% <br />SECTION J—J ❑W13-1/� 2 <br />NO SCALE-� /x _ �-��-� �-�' - 1,1•�+0� <br />dW3-1-- <br />27B <br />TEMPORARY CRASH CUSHION - <br />�� ARRAY 'TS14' SEE <br />DETAIL A <br />"S2AR" 10+64.16, 21.03' RT ON THIS <br />Beg Temp RAILING_ (TYPE K) SHEET <br />"S2AR11 + 43.92" I . 11.00' R T <br />AP - <br />i <br />E <br />Cr. <br />v <br />U <br />CN <br />�I <br />L <br />c <br />0 <br />3 <br />4M <br />0) <br />C <br />c <br />0 <br />U <br />7 <br />C <br />° <br />U <br />0 <br />0 <br />r <br />c <br />W <br />U <br />001 <br />N <br />o DATUM. <br />0 <br />� <br />T <br />- <br />0 <br />U <br />C O <br />0 O <br />ff c <br />o <br />0-C <br />o <br />i'0 FILE No. <br />a .J <br />L(0 <br />UCO 0110 <br />o I <br />U <br />o 0 <br />0 -Asp 278 "S2AR" 19+44.65, O <br />EC <br />Y0 22 -- N 72.1'° 02 E �.Q.. O <br />10 0 \ _ 178.157R W N Ld <br />J <br />° 0 0 • �— — w7L7 m <br />° Z W <br />`�,`�, • Q 22 J W <br />LL 19+0 f 20+00 U <br />+00 - <br />I 1T'------- ----- <br />----- <br />,,-'SSA ° M- <br />PORTABLE <br />`)ELINEATOR 7 - <br />- 1 0.C., Typ <br />R/W <br />"S.2 AR" 18+60.91 <br />BC <br />N 65.2921" E <br />{ 99.89' <br />- SEE SC-8 FOR <br />- / INTERSECTION <br />COUNTY* . • <br />SAN �OAQUIN C• • .._ . . <br />STp,NIS AUS ®LINTY <br />McHenry Ave Corridor Improvement Project <br />--� AS -BUILT <br />Resident Engineer - Mauricio Rivera, P.E. <br />�- Structure Representative - David Franco, P.E. <br />Revisions By 9/28/2021 <br />"S2AR" 21 +22.80 _ 30.00' Rt n 30.00' Rt <br />BC �� � .... - � _-- — � ELEVn114.fi3 85.63 ELEVn114,6 +16 99, / �,...---'- <br />"S2AR" 21 +32.29. 11.00' ... - ,� I \ _ --'5 .. <br />AP \ 4r �A <br />N 27B _ _ _ <br />22 <br />_ _ <br />0 " ' A H. �� —V V I� A <br />+ �--- _ _ R/W EMP "R Line' 13+41.32 <br />� -'`"�® /2-�B `.--- _. --"�' _ !'- - TOE � � 28.9Q' Rt _ � p r -�� � OE o ap ELEV��118 55�' �/ <br />.._ S2AR 22+31.28 OF FILL R Line" 11+50.00 rq,yK C F FILL /' <br />-.� r EC, CONFORM ELEV1113.79 I <br />2 - 23.61 Rt k I30.�10'� Rt <br />_ IX <br />;"R _ine" 13-t00.00 <br />., PORTABLE DELINEATOR _ ELEVn112 32 00.p0 � � <br />25' O.C., Typ 19.61' Rt �� 0. 110' � ,✓ 118.02 <br />i n e" f + 0.00 <br />El W13-1(30) "R Line" 10+62.45 '; x �``- EV 116.y _ <br />I ELEV 111.20it - 36 �9' R1 CCO 023 <br />I DETAIL A "R, I_ine" 12+24.84 Page 2 of q <br />••_.._,._ � ELtV114.16 <br />'•RIVER ROAD <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE U SAN JOAQUIN COUNTY PUBLIC WORKS DRAWING <br />ESS/ <br />n Temporary pavement detail SL 01/30/18 �Q P� coIle <br />•• �' <br />HORIZONTAL: 1 /= 4 o DRAWN: F. DeMARCO 09-29-16 _ . y MPROVEMENTS•. <br />SIC <br />VERTICAL: N/A A RASHO J. GIBSON 0.�, OF <br />R. GIBSON 09-29-16 -c Iv <br />CORRIDOR <br />D. McHENRY <br />o. 7 999 <br />DESIGNE TECHNICAL SERVICES, INC. N C 0 <br />0 1 2 - - <br />I CHECKED: K. OAKS 09-29-16 2020 L STREET, SUITE 300 . _ r .. STAGE CONSTRUCTION * :EXP 06 3� ��:: * SC-12 <br />INCHES SACRAMENTO, CA 95811 �� '•. CIV1L SHEET <br />0 10 20 30 40 50 APPROVED: T. BARNARD 09-29-16 T 916.414.5800 F 916.414.1557fglfOF CAI�F����� <br />\ STAGE 2 PHASE A TRAFFIC HANDLING 68 OF176 <br />- MILLIMETERS <br />FILE NO. <br />