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Dist. County Route Post Mile Sheet Total
<br /> --- - -- — --- - N_o._ Sheets
<br /> 10 S J 120 0.0/6.6 7 31
<br /> T. 2N . 7 R . 6E , M M. -- - �Q
<br /> Approved >
<br /> LOR N T. MAR , RCE. 20870
<br /> SURVEY OFFICE ENGINEER
<br /> Dote
<br /> S ECTION 2 G
<br /> 0 N' 9
<br /> MONUMENTS COORDINATES BEARINGS `� C)9" '4%
<br /> 470 , 4 59. 370 N DISTANCES
<br /> R M 55 1,772, 468. 996 E N 3 15 OO -W 0 1%.
<br /> 1 ,025.64
<br /> MON. 223.2 471 , 483. 362 N P •� °� °�'� a P O
<br /> I,
<br /> 772, 4 10. 848 E S 45006' 13 E 0 °�(h �a5 -�\ \� ,L
<br /> 469, 956.038N 2,163.88 ��,4 �Q'a�2,�61. �/ ,� °C � \
<br /> R M 71 1, 7 7 3,9 4 3. 7 03 E �— (� \ �''�` �,�`\ b ° ,�\O °'(• \�� ¢�
<br /> 5
<br /> 2• P
<br /> � ' C)
<br /> 3 O o°
<br /> s0
<br /> Gj _ O
<br /> O / ��� °�Z `� o��.LO \sok
<br /> k GOA DO � a ti
<br /> Cbp;�04�
<br /> rn Q�•
<br /> o•
<br /> �0 �-
<br /> 0 32° \% s°
<br /> 5
<br /> 4N aDo O, A? 7A6.2�00
<br /> 2a w oo
<br /> 471 849 377E 1\0 11 x/�O po oh �,\�`\�ti ,�7T3,a5` ALF
<br /> NOTE Q�/' X12 ��773,000,27 ,. 107.08 \°5�\6� v 'P�L^(b��`L J' �74o -r"W .
<br /> �O� tk� o �O -3O yc145.Q9� N 74°46 23 W �g• a o a N89°QO
<br /> UNLESS OTHERWISE INDICATED, ALL R/W TIES AND �Cj \ � �4j 25 a , ^N
<br /> MONUMENT TIES ARE AT RIGHT ANGLES OR RADIALLY Ci '� �' - Io �� S`
<br /> OPPOSITE A�ti ASO, + �� M�� �6 o Fs2 �QJ
<br /> rn O
<br /> COORDINATES , BEARINGS AND DISTANCES SHOWN ARE (Y �� �3-S�F' asp, '�, q,J `� „ F� C-, ,\.
<br /> BASED ON THE CALIFORNIA COORDINATE SYSTEM, ZONE 3 . D` 0��� ,�F, a�i,7,0 �� \' 15C L=13q.Oq, 1P / >�9., W �l �P (0 M �� tr�
<br /> .,° /��3, <o�.Q R' 53°06'35" vo q�N /99rt y p
<br /> PREPARED BY DRAWN BY i �,` e`�I �yr�t ��, /9� ,3965 ee9 �• \, a A,
<br /> \
<br /> Alf 0 P�O� Yosem
<br /> CHECKED BY CHECKED BY 'lrO� F- �0 Id G Yo ate C
<br /> 50� �50� �8+8 Semite °`'r)
<br /> Ve
<br /> o N `,Yosemit
<br /> �'�� \.� GO a\ X13• � ,'� .Ave.
<br /> SECTION 3 o p�E �' \' j-� �' ^� `CID/� M
<br /> J E�I ZX�� $ CONN y ;� o W z The I" Iron Pipes located and tied at the N.E. 8� N.W. Corners of
<br /> �Q5 2° rOSEM/TEAVE cD o M ti ^ Larson were not used because there was not a filed survey.
<br /> R = 200' °' The bearings on the Property Lines were rotated Rt. 0011'08"
<br /> 53006'35" �(I
<br /> J ^ ;= 40 V o from Record Bearing. The rotation ODI 1'08" was based on the
<br /> GK'S 6ZZ T = 99.96 3 Q 3 Ir t-- � - ^ difference between the Record Bearing on the East Line of
<br /> ' ��� \3 = 165.39 M
<br /> ,.boI\ L�� Guthmiller and the tied bearing on the East Line of Guthmil ler.
<br /> %o •(1 � D \ °) r�2 \a$ CC = 471,608.062N V - M o The South Line Larson was established by tying a irrigation
<br /> c�, \ $,bg6 ` O� \\°O ag° W° 1 ,773,343.716E �� (o O pipeline called for in the oquisition Deed of Larson.
<br /> \ tk '� o
<br /> ¢-`o \o�'b Zoo a°N \, �� �� �-
<br /> .� °
<br /> 2 VNI)
<br /> ° a90��,`� JAoa f a�\'2�`° W• & L . HARRIS o _
<br /> �, �- WILLIAM R. & L .E. HARRIS
<br /> I4533 / OR / 834 0 - � �'°`� �� �� � v: � 4211 /0 R / 381
<br /> STEVEN .A . HERUM
<br /> � STATE OF CALIFORNIA
<br /> rob ` � BUSINESS AND TRANSPORTATION AGENCY i�
<br /> �Nb�� ,� g2* A" I n str.#8102318 5/1981 P. M. rn 1
<br /> �2 1 . 3 DEPARTMENT OF TRANSPORTATION
<br /> DISTRICT 10 STOCKTON
<br /> LEGEND
<br /> SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THE ® FIRST OR SECOND ORDER STATION I N THE NATIONAL
<br /> \� 0`0 ,�� ���♦ h5 O RIGHT OF WAY ENGINEERING SECTION -)R SURVEYS SECTION, GEODETIC CONTROL NETWORK RECORD OF
<br /> k2O O DEPARTMENT OF TRANSPORTATION ,DiSTRICT 10 PROJECT CONTROL SURVEY MONUMENT N
<br /> 2\O�0 p.� a,�\Z,�.L'( • �, 1976 EAST CHARTER WAY, STOCKTON ® MONUMENTS FOUND OR SET 0
<br /> OD
<br /> 471,255.381 N
<br /> E] SET I' I.C. x 24"IRON PIPE CAP ( CALIF DIV. OF HWYS. OR CAL DOT ) SURVEY LO
<br /> 1771 950.58 1 E SECTION CORNER OR 1 / 4 CORNER ( CALCULATED 0
<br /> SHOWING MONUMENTS FOUND SET 8RESET
<br /> a�\, �F�\ 4 O. UNLESS OTHERWISE NOTED )
<br /> TIMOTEO & C.F VAZQUEZ ,JAMES H.
<br /> � 471,218.573N NOTHING FOUND , NOTHING SET v
<br /> L. M . FREY ,771,838.059E
<br /> SAN JOi UIN COUNTY
<br /> 0 ` 4322/OR/586 - '
<br /> 3977/OR/464
<br /> i
<br /> MATCH TO SHEET 6 �pS
<br /> 1510 O-a, 0 \,k
<br /> F �
<br />
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