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28 - 122 2
<br /> Dist. County Route Post Mile Sheet Total
<br /> Tes / No. Sheets
<br /> 1 . R . 5 !O 61 5 39 4.s 26 2G
<br /> 640 /8/._8741V
<br /> /� 9 7, 72 7, 7. 914E Approved
<br /> R9.A-jT-
<br /> 7-i o , LOPEN T. MAR RCE 20870
<br /> SURVEY OFFICE' ENGINEER
<br /> '�. Date:
<br /> 1 y o v
<br /> o J , I
<br /> I1VS7R, 46 7906,95Z3-6-
<br /> ,144
<br /> 9068¢35,144 79 068436 (:
<br /> 790760/0 ¢9. 6
<br /> CO RD/NATES B,FAR/NGS cj
<br /> MONUMENTS O T-„
<br /> 637 208, 700 N D/STANCES S �' ,�t ��, y 2 0 '
<br /> N/O/�. ¢9.2 47089.57,300E /V. //"0.5'3,3" W. �` aU � ' /ss,-
<br /> 63B 80%580 N /G 23,2/ `
<br /> Mon g'9, / 72f3 645.000 E /t/. 24'08'S�/," W, � �1 '1� Sf`98 99
<br /> 6'39 779.84-0 N / O 72.0¢ 0 9 82,��- `� C•
<br /> a 6�D
<br /> Mon 49.7 /72f�206.500E 0 Q � 1>s N �,, / 12 ' /80"8��il/
<br /> 64o zo„� E
<br /> „ N tt ,0 N /,727 8/E,o/o
<br /> IZ
<br /> IF 6399t66.0, N 6'9�;/37.5,32 N IP \
<br /> 728,0/7,980 E , (0
<br /> R/w /6./s'/9" w. 6'97.3.5 M
<br /> ro
<br /> /V, I7"/6'40" W.
<br /> Ko40 /84. DOS AlN
<br /> 89,5.6'•3 /, 728 000.365E I 8�89.20 n C) �q'O
<br /> Mdh. 4.9. 7 � I, h � h � x•55.
<br /> 1 640. /9/. /85N G40 2Z2. ZooN
<br /> TO v�TOCl-PTON O�� 1, 728048.377E fA t O 37 P
<br /> �-OI,2/ D.Y CONS/:'. `
<br /> 639 1,a7, 4-16 N 0 � � �� � I 2 736 ¢._- 72� /54. T¢8 E
<br /> �"" '� ------ p 04.40 f'.O.T. SEti'!�/C
<br /> J,728,473. 959E I 7¢./� / - N 65 Jr5 3
<br /> /6'/5'/9" W. l 3256,6 -'i CO/1/Sr I 1 360,
<br /> N 6
<br /> F—A6 7 19 3
<br /> 270
<br /> 272/ 2 '3 ¢ M
<br /> I 640 2�5. 934N I .r 2 ��--� R. T. 3 S�/-S`c
<br /> 2
<br /> �-39.31 ;O / 728 Z.3 /48 E ' N16 0�?37 p �o'9y____ to¢O, c'(o0.
<br /> �'�,�.mss r •/0,, ..7941 /S I9 yV s/-�' Bir l00//(/
<br /> 70 SACRA/VlE"/V70 _ SONE- 3 728
<br /> 49.5 `� �I�
<br /> (\ 97.46' X40 Z B 7. 43 Al 0 i� � Q : 27'00;00'
<br /> //60.07' 2�{,D. /5' .,� 608.9!' 728, 309 /oe E )r 61 h 7" = (7-3.2/ 6o,O'
<br /> •- 11111t till 111 11 11 11 111111111111 till t 11
<br /> N. /5"`/3'56 yV, A/ /,4.00,22 N /6�/5'/9"V1W 706'.3`7 ?-
<br /> 639,323.096 gl2 6�0�232'946 �, w _ N s8
<br /> 728,5-3.893 E 639 55¢ iV o .069 No 2i 2,26
<br /> /, J 7285/0,79728,313
<br /> 3 0
<br /> S. �3ARBER p7 8 <,;,�>z8��zys DO �� Of 6¢O 445.5/8N
<br /> 9 q.S PN/L L /P / 3,5,o szs.� ,V R` -r,
<br /> J, N. SA RBEA? 6 Zg, � ��F 60 w 0 00 /, 72B 476, 903 5
<br /> 602 38.32 - OR - 30� 0/
<br /> 83.03
<br /> 0 380. B4 640487,397 N
<br /> �¢ 728,¢87,0//E �a1
<br /> SEC T/ O N 28 J,728, 21,
<br /> SAN UOA 0 4/ / " COUIV r )oo'*
<br /> \ STATE OF CALIFORNIA
<br /> BUSINESS AND TRANSPORTATION AGENCY
<br /> DEPARTMENT OF TRANSPORTATION
<br /> NOTE LEGEND DISTRICT 10 STOCKTON
<br /> UNLESS OTHERWISE INDICATED , ALL R/W TIES 8 ONUMENT TIES SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THE FIRST OR SECOND ORDER STATION IN THE NATIONAL GEODETIC
<br /> ARE AT RIGHT ANGLES OR RADIALLY OPPOSITE RIGHT OF WAY ENGINEERING SECTION OR SURVEYS;SECTION, RECORD
<br /> OF
<br /> DEPARTMENT OF TRANSPORTATION ,DISTRICT 10 CONTROL NETWORK.
<br /> 1976 EAST CHARTER WAY, STOCKTON
<br /> COORDINATES , BEARINGS AND DISTANCES 5 O PROPERTY CORNER MONUMENT FOUND. Q CENTER OF SECTION ( CALCULATED UNLESS OTHERWISE NOTED. ) SURVEY
<br /> SHOWN ARE BASED ON THE CALIFORNIA
<br /> COORDINATE SYSTEM , ZONE 3 PROJECT CONTROL SURVEY MONUMENT F] SET I" I.D. x 30" IRON PIPE a CAP (CALIF. DIV. OF HWYS. OR CAL 9,0T)
<br /> ,p°.rY� d (BRASS CAP SET IN CONCRETE ) -�- SECTION CORNER OR 1/4 SECTION (CALCULATED UNLESS OTHERWISE NOTED) SHOWING MONUMENTS FOUND, SET a RESET
<br /> PREPARED BYDRAWN BY _...___...
<br /> 0 SET 3/411 x 9" PIN W/WELDED WASHER, SAN 0 NOTHING FOUND, NOTHING SET SCALE /OD'
<br /> CHECKED BY _ CHECKED BY JOAQUIN COUNTY TYPE.
<br /> 28- 122 z
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