Laserfiche WebLink
i <br /> 20' 20' �� a� � � <br /> T . 4 N . ) R . 6 E . I V I . D . B . I V I. ',X, M . + _ Sta. 439+16 - Remove Install 125 L.F. Metal Beam Guard <br /> t andals <br /> Eucalyptus <br /> 2ee �growth Railing with Wood Posts & Type 8 Flare. <br /> P Refer to S.P. A77A, A77B, <br /> SEC . 32 -j- A77C, and A77E, for details. <br /> It <br /> � q1'l71+ator �3t11'�� 1` ' rt- �;I {` .x* dt�wr,;''s, � <br /> i0 M <br /> �0 m <br /> Install Cable Anchor Assembly (BreakawaAails <br /> � <br /> � ; EI (Type A)(Typ.). Refer to S.P. A77G fo <br /> C: <br /> ��I Survey & Const. NO° 24' E tn <br /> w <br /> o + <br /> Instal0 <br /> N <br /> ( i ■ 100' Refer l to S.P.aA77Htlfor dTetaelsC)50'R/W °0 R/W Fibre 0 tic Junction Box oSta. 432+34 - Remove Almond Tree 10"0 to be re ocated by others Sta. 434+36 - Remove Almond Tree R/W <br /> growth and stump 18"0 <br /> AnodesE.P. Cathodic Protection Wires� E.P.- - - - o <br /> j &D - <br /> j 429 430 431 432 433 434 io 435 436 437 438 439 440 0 <br /> .....-- -- G - _ --G E.P. <br /> 1 ......... <br /> cobble drain to <br /> +98 - 12' Type D Driveway <br /> xistin a <br /> R/W G I remain in place. +35 - 33' Type D Driveway +74 - 24' T e D Drivewa R W <br /> Sta. 428+25(Rt.) Install 12"0 X 12 L.F. R/W Type y It� / <br /> Alt. Pipe (Type A). Pipe shall connect Brick Planter to remain in place. o <br /> from S.D.I. to cobble drain 13't right. Pipe C Const. NO 3653 E <br /> c� flowline Elev. 30.2. 00 LO <br /> ca Sta. 428+28 - 20' right. Install 18"0 .' N <br /> j ISI i Storm Drain Inlet. Refer to S.J. Co. Std. o� <br /> W Drawing No. D-15 for Details. Grate EIev.31 .70. LEGEND <br /> z <br /> Remove & reset frame & grate on new S.D.I. <br /> ~ Remove existing D.I. & 10" Dia. C.M.P. <br /> 30' 30' Variable Depth Asphalt Concrete R Conform to existing Radius 14 y <br /> SEC . 33 9 No. 21258 <br /> --W- Utility Pole to be relocated by others Tree (To remain in place unless s 4. Iao-n <br /> prior to construction. otherwise noted) <br /> P�. CIVIL t�� <br /> -rte- Location of relocated utility Pole. g` CAUF� <br /> N <br /> Grape vines to remain in place <br /> BEGINNING OF PROJECT Basis of Bearing: y <br /> ■ Limits Asphalt Concrete X X Fence to remain in place C�� <br /> Centerline of Davis Road which bears 0'24'00"E 0' 50' 100' Pavement Planing <br /> per Record Survey Volume 22, Page 1. 0r T Underground Tel. Line Depth th of As 9 <br /> PLAN SCALE halt Concrete P P <br /> Pavement Planing G G Gas Main Underground <br /> U.S.G.S. <br /> DATUM <br /> 34 34 <br /> 32 32 <br /> 14 <br /> 30 30 <br /> 28 --- 28 <br /> 0' 50' 100' <br /> HORIZONTAL <br /> PROFILE SCALE 0' 2' 4' <br /> VERTICAL <br /> SHEET <br /> TOTAL <br /> LL <br /> o Cu. EXC. 3 7 10 8 6 7 9 9 9 7 5 4 5 89 z <br /> YDS. EMB. 0 2 4 5 5 4 3 4 5 6 11 14 12 75 z <br /> U) STA. 427 428 429 430 431 432 433 434 435 436 437 438 439 440 <br /> 5 DRAWN BY <br /> qTE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP OVED ATE Davis Road Widening/ SHM TOTAL o <br /> S,g4 s/9¢ « �/� �� COUNTY OF SAN JOAQUIN SCALE AS SHOWN PIAN AND PROFILE Resurfacing 3 13ce <br /> NO. SHEETS <br /> (Turner Rd. To Woodbridge Road) <br /> FILE NAME DRAWER SHEET NO. ACAD <br /> D 1P. C:\DAVIS\PLAN1 <br />