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<br /> i
<br /> Dist. Count t Sheet Total
<br /> / 'NE / �- y Roue Post MileSheets
<br /> loll
<br /> 10 SJ 4 zt'xz4.as 7 7
<br /> SPE T I N . R . 7 E. M . D . B . & M .
<br /> Q r0 �R 2 �' Approved:
<br /> L. K. CHUN R, C, E. NO. 1`2688
<br /> �e
<br /> CHIEF SURVEY ENGINEER
<br /> SEC 71CAol /,cam
<br /> Date
<br /> Se C. Cor,
<br /> 7. 3
<br /> ff3B/3/,'33.5.9323..f�'/2 EAl.�6470'3e""W
<br /> (21��_
<br /> ?647. /8' .526,374.007N.
<br /> SW, �� �0 /8/3'447 '
<br /> hdr• � � C-o�s
<br /> Fd. %Cor.
<br /> 089 los-- Chester R. E. M. Murphy i s/3, Sea.8
<br /> 1
<br /> ",. d (D
<br /> AO.. 3/S¢
<br /> "I
<br /> roC1a7roP
<br /> in
<br /> I V 3035/ORX5'4 2
<br /> � � 6¢ S1�rPsis `30� ¢s�9� S✓ Co.06 >
<br /> L.S. 2239
<br /> ✓. Puccinelli
<br /> �i •o �� 5?6�000 C 0
<br /> �OR133"9 .6. a'�� h --I— K
<br /> r
<br /> 0
<br /> '�i� c7':S•6903 0 O op
<br /> ao
<br /> /ron P,;Pe
<br /> N.441 103/ '/2 P Z8. 28' o
<br /> s
<br /> i S25 7
<br /> 90. 60
<br /> •6 8 Q
<br /> of / Cor. l7/RS/223J 90 6 �/
<br /> 4 /Q /8/.� 366.2/9
<br /> ,3 SPS les.234 � �
<br /> •
<br /> 525, 729. 70¢ ¢c"'O., ��?. /,ei2,68o,0/2 Al 8903! '49''E. R/K/ 686.23' N �.RR SP/frE
<br /> /, 8 /O, 785 . 896 F' io l .1f/ ;11 SEC. SEC. yes 4751.3-175 9
<br /> `99 ' 8 _ \ OeR��� ;8 676. 09 /V.89 040'✓/'E. C017-VI. /Z
<br /> 7 See
<br /> 20/f�S./6¢
<br /> /V. 9903/ '49"E. 2640. 98' p 8
<br /> L �I� NOTE r Cons)A. IF & Sacoties Line Are Nef �'oin�o�en� 6 .SCC�ion7Lin6
<br /> Sae DETA/L 6t/ow
<br /> 2¢6S 523, jos.r97 /U.890.3/'49'E F�/t�V 686.53'
<br /> 52S'710.965
<br /> 37-171
<br /> S. 45-s0'�?O'E
<br /> ?e.30
<br /> O o�
<br /> BO
<br /> W m
<br /> h
<br /> m See 20/f�S/64J ��
<br /> sec. COQ?. ' �1
<br /> d I
<br /> 10=61.
<br /> E•R. �
<br /> MONUMENTS COORDINATES BEARINGS B /�
<br /> 527, 152 .646 DISTANCES .Sf4'r7/ey Q. VO/O'S, E'�, O/ 0.71'49"E.
<br /> /'4
<br /> P.M. 24.24 ¢ZOZ�O�P�Z.S3 Al.,Y.9 3 9 E. r SEC. 4//VV-
<br /> 1 ,810,524.639 N. 46039' 02"W /. /2' Consf. � /V.B9o4U'S/ 'E'. O. 85'--►-
<br /> 526,12 7. 599 1,493 . 2 6'
<br /> P.M. 24.52 I 811 610.510
<br /> N. 62055' 40 "W
<br /> 525,769.061 787. 80' W ,
<br /> Fa/ / Com•
<br /> P. M. 24.65 I , 812,31 1 . 993 N. 61° 57' 06" Eti DETAIL 1.1 /,9?�41-5
<br /> 526,374.007 1,286. 52
<br /> Fd. S.J.Co.
<br /> S J- 4-3 9 5 /Uo f fo Sccr/e /ron Rod
<br /> 1 , 813, 447.416 g 760 44'2 8 E yci
<br /> SJ- 4- 400 525,736.613 2,779 . 14' SCa�e " �/00 � a,
<br /> I , 816 , 152.471
<br /> STATE OF CALIFORNIA
<br /> / 10A
<br /> / BUSINESS AND TRANSPORTATION AGENCY
<br /> SA/ v c... 00 11N C0�114171\0000'
<br /> DEPARTMENT OF TRANSPORTATION .
<br /> A ON
<br /> CKTON
<br /> DISTRICT 10 STO
<br /> NOTE: LEGEND �
<br /> UNLESS OTHERWISE INDICATED ,ALL R/W TIES 81ONUMENT TIES SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THE
<br /> ARE AT RIGHT ANGLES OR RADIALLY OPPOSITE �. RIGHT OF WAY ENGINEERING SECTION OR SURVEYS SECTION, Q MONUMENTS SET (AS NOTED)
<br /> BASIS OF BEARINGS DEPARTMENT OF TRANSPORTATION ,DISTRICT 10 MONUMENTS SET (BRASS CAP SET IN CONCRETE)
<br /> 1976 EAST CHARTER WAY,STOCKTON. / RECORD OF S
<br /> JO
<br /> COORDINATES , BEARINGS AND DISTANCES MONUMENTS FOUND OR CENTER OF SECTION (CALCULATED UNLESS OTHERWISE NOTED)
<br /> SHOWN ARE BASED ON THE CALIFORNIA It „
<br /> COORDINATE SYSTEM,ZONE 3 E36 x 6 CHC CONCRETE MONUMENT (CHC = CALIF. HIGHWAY COMMISSION ) In Sections 12 & 13 of
<br /> PREPARED BY _ DRAWN BY 4>- SECTION CORNER OR 1/4 SECTION ( CALCULATED UNLESS OTHERWISE NOTED ) T. I N , R .7 E . M . D. B. & M .
<br /> CHECKED BY s. CHECKED BY O NOTHING FOUND,NOTHING SET
<br /> P.M. POST MILE
<br />
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