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SEC. COR. "'heet Total
<br /> FD. I" IRON ROD W .-. Disi. Counsy Rw,te 'I'o,t Mile
<br /> No snPetz
<br /> SET 2 CAL — TRANS BRASS t
<br /> 10 S J 12 �I I.0/16.4� 15 16
<br /> 589,255.173 N Z O DISC IN SURVEY WELL T. 3N . , R. 6 E. M. D. E. a M .
<br /> 1,770,923.261 E a 58912 30.170 N
<br /> a
<br /> 1770 923.186 E A fu
<br /> W ,� pprovedET MAR RCE 20870
<br /> S 89° 20' 36" E 2538.69' N S 89° 16' S2" E 1810.86' -�- SOFEICS ENGINEER
<br /> R/W Dote
<br /> S 890 20' 36" E 2,643.27' I S 890 16' 52" E 2,634.69' -�-
<br /> SEC. LINE
<br /> o m!o
<br /> auto a��1,r;
<br /> -♦ S 890 21' 08" E 2,752. + a S 89° 27' 04" E 1817.46' -�--
<br /> 333 CONST. 334 C/L 335 336
<br /> I 589 _205.172 N
<br /> 1,770,922 .886 E. SECTION I I
<br /> co 334 + 68.59 ANG. PT. C /L
<br /> cc(a
<br /> +
<br /> R/WS 89° 16' 52" E
<br /> "'- S 890 20 36 E 2 ,602 .22 2 ,536.70 —•- MELVIN 0. a E. A.
<br /> 7Z HELMLE N QOD
<br /> - x INSTR. NO. W W cr
<br /> 589 155. i 75 N -� O I m -
<br /> 1,770;9 '2.286 E 0- 80072846 v ti � _j
<br /> W a a SHIZUYE 81 J. T. TSUTAOKA � Y CL KARL KOGLER , ETAL
<br /> Q q r0x• ° Q. a 1619/OR /262 � Q o z It)
<br /> ai
<br /> DETAIL P/k �, � INSTR. NO. 82023311
<br /> CL
<br /> NO SCALE ,w 6 a � 0 x b a
<br /> z Z N a Y cn Q al
<br /> SECTION 10 Q Z
<br /> 10
<br /> IOL OTTO HELMLE
<br /> a OD 01.
<br /> INSTR. NO. 8107829 Q
<br /> � Ed. A X L` ® Fd. 1" '��Iron Rod
<br /> 589, 1 . 39v_ 589,255.173N Fd. I Iron Rod, Fd. I" Iron Rod Fd. I" Iron Rod Fd. I" Iron Rod,769,�14.�-45 1,770,923.261E Per 7/RS/256 Per 7/RS/256 Per 7/RS/56 Per 7/RS/256
<br /> 589 246.933N 589,245,449N 589,243.378N 589,238.969N
<br /> " a— TO R/t7 v/STA I, T 1,771,698.127E I, 7 ,863. 124E 2 2!4MCI .4''E3E�
<br /> -►— S 89020'36" F
<br /> 2,538.69 R/i+� \ 589°16'52"E I, 810.88'
<br /> S 890 20 36" E 2 .643.27 t 1 6 6. 11830 165.01 ;
<br /> SECT/Oltl L/NE � S 8�16 52`E 3 51.3 8 ., 63�y
<br /> S 89° 21' 8" E 2,752.99 II5 _.... �� 1,291.08' S 89° 27' 04" E ( 8)7. 46'
<br /> 4. _
<br /> 3 2 5 0 33 0 c 3 5 I-� + 31.79
<br /> g
<br /> -a—
<br /> ° 1446,38' 77 See Detail Above ��-.-j r I 1 1 REF. MON, 15.88--5� 41 .05
<br /> r
<br /> S 89 20'336"E R/4Y 2,602. 17 S89°16 52 E
<br /> TO LOD/-+�-
<br /> THOMAS LUCKEY CONST. INC. FIRST NATION
<br /> J. W. PROPERTIES -j FIRST NATION WIDE SAVINGS INSTR. N0. 80087490 ql� WIDE SAVINGS
<br /> INSTR. NO. 82011155 ` INSTR. NO. 81035912 81039802 o INSTR. NO.
<br /> 81071794 81035912
<br /> a
<br /> a
<br /> SECTION 15 SECTION 14 �
<br /> PJ�C' Qi
<br /> MONUMENTS COORDINATES BEARINGS 8r,
<br /> RM 15.37 589, 196.312 N DISTANCES N
<br /> 1769 469.322 E S 890 03' 015"F r`
<br /> 589,152 .985 N 2 616 . 68' 'n
<br /> RM 15.33 STATE OF CALIFORNIA
<br /> — 1772 085.638E N 88� 55 16 E
<br /> RM 62 589, 178.518 N 1356.02' BUSINESS AND TRANSPORTATION AGENCY
<br /> 1,773,441.421 E \1 DEPARTMENT OF TRANSPORTATION
<br /> LEGEND ,II T RIL 1 IC �, T OCK I ON
<br /> I'f S d Mo NuMf N' 'If S SUPPt-EME NTAL INFORMATION MAY 8E 087AINED FROM THE FIRST OR SECOND ORDER STATION IN THE NATIONAL
<br /> n'lf ar �+'r,HT ANc�Es )R RAO+Ar , r ,:)P��I�E 4 GEODETIC CONTROL NETWORK RECORD
<br /> ��
<br /> RIGHT OF WAY ENGINEERING SECTION ')R SURVEY'S SECTION,
<br /> DEPARTMENT OF TRANSPORTATION ,DISTRICT IO A PROJECT CONTROL SURVEY MONUMENT
<br /> 1976 EAST CHARTER WAY,STOCKTON 13 MONUMENTS FOUND
<br /> ;�rjRDINATfS BEARINGS AND DISTANCES
<br /> SHOWN ARE BASF !-iN SHE AL !FORNIA (`i SET I" I . D IRON PIPE 81 CAP ( CALIF DIV. OF HWYS. OR CAL DOT )
<br /> I�
<br /> 0�y
<br /> ;ORDINATE SYSTEM , ZONE 3 SECTION CORNER OR 1 / 4 CORNER ( CALCULATED SuRvt
<br /> PREPARE [) BY DRAWN BY
<br /> UNLESS OTHERWISE NOTED ) SCALE .t 100 w , 'AlOWIN,, N
<br /> MONUMEI OUND, Sf T R RE SE T
<br /> rn
<br /> (J O NOTHING FOUND , NOTHING SET /� /�
<br /> ;;HECKED 8Y CHECKED 8Y y �J_ SAN JOAQUIN COUNTY
<br />
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