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i <br /> Dist. County Route Post MileNo. heats <br /> ' REF. MON. 282Sheet Total <br /> N 8942'42„ r;528407,Boa 358.oeo (� / �"'� /"'f"' _ "' j\/"r I0 SJ 4 22.2 67 <br /> E. P.M. 23.72 42.82' �,r ��J J ��� f� xj J 24.85 <br /> Fd. / q.,l1on G;oe f /7.B2 <br /> 526,32G.4// �. <br /> p , O! <br /> A189 42 528,36g P/W i <br /> " 52'E 4s _ ,�,, "Aron Pio�(DESTROYE'D) Ra/ h C. Pane//a <br /> %808,3`57. 575 d- 2=2 . `S2 ',oma P. e Approved <br /> 890,4 ., ' /7.SS' m'^ 240 4/`33 '00„ •O¢O /808 SS9 2 oy�� .528,33 /99 4541OR140 L. K. CHUN R. C, E. NO. 12688 <br /> Z42 / ? ¢Q0 J /,809,/0/.95V CHIEF SURVEY ENGINEER�1EET EX/ .89°46'�/'E/ ' SEC T101\1 /� — .Z.3 " 7 ` \ <br /> 5?8,325. 9Bg 32B 32/.34D ��O/c� lglwJ S o Date : 9 (� <br /> 7/./7 22 <br /> 5.45-/7�7" huh /V.45 /3' ., /B5w, 3 a /11.89 4 <br /> •56. 94 ' E. �� �^n 48.52 29 E � ' 358.48¢ ¢ ��A7o f/��oiio 6 '3/"z-, /643, /8 <br /> n 0 /,fSEC71 A/ ' <br /> 60' ° L//UE !�l/EBE� GFr'A/VT L//I/E <br /> a n � s� 6, 4P' ?�9? 9 Chord /l/.69 26 59 YI! /44 7. /7') <br /> X410 �. tl, �On C <br /> A-01�I�ror��Pipe <br /> i'Jp,. Lf/EBE.�T G ANT <br /> 0 (% N. ^ �► 19 02 g/0 0 ---e <br /> •To �► <br /> o � s 33 0 <9 -P� CPO Arno/d E. �` H. Conway 0 <br /> h 0 C' <br /> 736,6 <br /> \� A <br /> o QO <br /> a SEC TIOA/ /Z <br /> � 0 528,000 <br /> \ h <br /> o <br /> 0 <br /> Alb erf F. ' A Tocco% � R?�oo <br /> 2544IOR1330 �� !sem�R ' sz >� <br /> Alberf F. s ` 4. To c c o/i' -p <br /> h c'© ate,36 s 31881OR/6/4 <br /> 527 835. 450 p�1 •� c9 c� <br /> /,8053,6 57. 032 <br /> G <br /> V F Q CyQ �`°%� c9 N ��o `9 tn�d./ Iroq �.9 - '7� t K O .% st <br /> s27 0/7. ?049 % CorSeC . /�!89�39'O/"E. l�t � c o ec. / 2 <br /> Sec, <br /> /2 P�L ��s /ron Pl�oe <br /> ec2643.S8e9cf'ioE �9�p o . <br /> �-f- <br /> 525, 729. 704N0Sec 49 p f, O,785. 896 <br /> / 4 b/-3 <br /> 17�\ <br /> 525 7C6... Pipe <br /> 0 022 0� Arnold E. H. Con wa y <br /> 1172. 099 <br /> -o <br /> 41058/OR/,?0/ <br /> sBc . /z <br /> FcY. / "//-oma Pioe -,>,ws•o �`�_ � <br /> 525, 729. 70 4 w o �- -`�`° � <br /> /,8/0, 785-; 896 f � <br /> Z <br /> MONUMENTS COORDINATES BEARINGS a <D <br /> 528 , 372. 454 DI STANCES - �� -A <br /> P. M. 23.44 1 ,806 ,871 . 604 N.890 3752"E SEC' SEC. `1' <br /> 12 7 <br /> P.M. 23. 72 <br /> 528 381 . 986 <br /> 1480.1 81 - - <br /> 1 ,808, 352. 387 S.77030 40" E SEC. SEC. '`d �R• s,�iKE ,� <br /> 528, 189. 280 891 . 13, /3 /8 525, 7,5j 3.55 <br /> P.M. 23. 92 1 ,809, 222. 42$ S. 510 2 8'4 2 E / � ¢�6. 790 <br /> P.M. 24.24 5271 152.646 1664.44' /t/,gg�,3// „E Pau/S. eE.V. v5c7-17gU/r7e11/ <br /> 1 ,810 , 52 3 9 2640, ,g8 rz /SO Z�D�P/30/ <br /> O <br /> SCa/e / "=/00' <br /> T . 11V. P. 7E.., /W. z2 B. <br /> STATE OF CALIFORNIA <br /> z�26,s4 ,,�, 0 BUSINESS AND TRANSPORTATION AGENCY <br /> SAA1 v 0A QUIAl <br /> CO���� F`/• / Ir017 F%,00e DEPARTMENT OF TRANSPORTATION <br /> 527,032, /32 <br /> LEGEND /'R/O' 5,78• /88 DISTRICT 10 STOCKTON <br /> NOTE: 39. 77 RV Sfp <br /> UNLESS OTHERWISE INDICATED ,ALL R/W TIES MONUMENT TIES SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THE R65 ,, 86.,6.;z <br /> ARE AT RIGHT ANGLES OR RADIALLY OPPOSITE `t. RIGHT OF WAY ENGINEERING SECTION OR SURVEYS SECTION, PM POST MILE <br /> BASIS OF BEARINGS: DEPARTMENT OF TRANSPORTATION ,DISTRICT 10 0 MONUMENTS SET (BRASS CAP SET IN CONCRETE) <br /> COORDINATES , BEARINGS AND DISTANCES <br /> 1976 EAST CHARTER WAY,STOCKTON. +507.00RECORD <br /> 01T MONUMENTS FOUND OR CENTER OF SECTION (CALCULATED UNLESS OTHERWISE NOTED) QF SURVEY � <br /> SHOWN ARE BASED ON THE CALIFORNIA <br /> El 6 � x 6" CHC CONCRETE MONUMENT (CHC= CALIF. HIGHWAY COMMISSION) <br /> COORDINATE SYSTEM ,ZONE 3 4- SECTION CORNER OR 1/4 SECTION ( CALCULATED UNLESS OTHERWISE NOTED ) In Section "M" of the C.M. Weber Grant <br /> CHECKED <br /> PREPARED <br /> BY Y s EHECKED BY 0 NOTHING FOUND,NOTHING SET and Section 12 of T l N.,R7E,, M.D.B. & M. <br />