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Di>t. County ule Post Mile 'heet I Totol
<br /> T. B No Sheets
<br /> 3N .., R. 6 E, M . D. '-` ' a M. Fd. Bolt 8r Washer
<br /> 10 � S J 12 it 1.0/16. 10 16
<br /> MONUMENTS COORDINATES BEARINGS a at 1/4 Corner
<br /> 589,336.783N DISTANCES
<br /> 591 ,997.089N (�
<br /> R M 13.33 j s ApprweC .
<br /> 760,340.469E
<br /> 1,758,698.686E N gg� 58 01 E Lo EN T. MAR RCF 208 1
<br /> RM 13.63 589,365.488N 1,592 SURVEY OFFICE ENGINEER
<br /> ,37' _ d
<br /> 1,760,290.799E S 860 45 22 E Dote
<br /> RM 13.91 589,287.784N 1373.18
<br /> 1,761,661.780 E
<br /> SECTION 8 SECTION 9
<br /> 40' CONST. IF
<br /> DETAIL 589,400.253N _ R = 60,000 STEVE A. & OLGA GLAROS
<br /> NO SCALE REF. MON. 1,750,306. 793 E A = 0°32'17"
<br /> RICHARD A. a N. J.
<br /> cv� � / 13,63 281.73'
<br /> INSTR. NO. 41458
<br /> ry589, 390.949 N L 563.45'RIPKEN o cm
<br /> 1,760,292.394E 3757/OR/295
<br /> MIS N C C. = 649,3'1.004N
<br /> 3832 /OR /393 1,r61,399 48E
<br /> 228 R = 60,000 589,383.077N
<br /> 4487/OR /680 a- 229 1,760,176.873E 3 � 5R9,398.892N
<br /> ,761Y,386.797E
<br /> N / 589 789.138N
<br /> w 1,760,401 188E
<br /> O
<br /> JAMES W. MOORE , ETAL m , CO o
<br /> n
<br /> �) RM.
<br /> Q 3614/OR /444 0 �_ Z W w _►739' til : 3.8
<br /> rn 'ca o S50 5218'3
<br /> 0
<br /> -. rJ R/J V/STA + z o N 0°5038"ELR) cv
<br /> N N57007'551 M
<br /> S 880 4.5' 19" E17.14 �" 589 377.308N N
<br /> 2 ,478 .88' Rlw Z ,760,516.836E
<br /> __S88045'19 E 115.79' 1 � 116.25' S 8918'07"E 1,756.08 ' fi'/�
<br /> 2,649.48 SECT"/ON L /N£ N N 6 06 Nivao ,n�r� S84 09 3
<br /> -'— S 88°45'50" E - o��ti1�N t'A N 4E to S 39 IS 07 E ,
<br /> 2 15 , 2 ,409.50 - I . o ' tea? ____----I co c�
<br /> v7 I a� fa i1 - -- -- 2.6 4 8.0 9 SL�C7`/ON /NE
<br /> 8 9 2 0 Q +.� M1�; �o +1+'� cOIVi'
<br /> CONST. 3 4 225 589,334.9
<br /> �Iti +I+, 230 + v S 89018'07"E 2,3 5.2 9' r
<br /> i 236.43' 742.23' 1,760,105.396E (SEE DETAIL ABOVE) Nf c~vtD f 2 3 a 235 6 i 8
<br /> S 88045' 19"c--
<br /> 2,6
<br /> 8°45 19 E I Ip 25.08'
<br /> 2,611.20 � 6.00 R/W CONST. � 902.9:x'
<br /> 589,296 3a9N _589,280.226N 58P,L278.883N 5$9.325.456N I 589 274.24oN S 901 07 E 2607.03
<br /> 1,759,564.984E 1,760,307.039E !'' 1,76C,387.041E 1,760,658.764E 1,760�,768.OL9E
<br /> rn _to �
<br /> O on
<br /> SEC. COR. a a
<br /> SET 24" CAL - TRANS z z
<br /> BRASS DISC IN
<br /> SURVEY WELL cA
<br /> LOREN W. & S. E . MOORE VIOLET MOORE 589,354.377N ti � JOHN J. LAGNO J THEO. 81 G. M. NORTHCUTT
<br /> Co
<br /> 1 ,760,346.905 E Q
<br /> 4107/013 /011 INSTR. NO. 80050026 3714 /OR /45 3810/OR /448
<br /> Q 40' 40'
<br /> w
<br /> N r
<br /> M
<br /> LJ
<br /> O
<br /> OU � Q SECTION 16
<br /> 'TW _
<br /> I, _ SECTION 17 0 N .v
<br /> O
<br /> ui O O
<br /> O Z
<br /> Q,
<br /> o o NO
<br /> co 17 Ito
<br /> 6 CJ STATE OF CALIFORNIA
<br /> 1'u Fd. Bross Disc
<br /> 20 21 � At Section Corner BUSINESS AND TRANSPORTATION AGENCY"
<br /> 584,067.225N
<br /> N(.TE LEGEND 1,760,356.446E DEPARTMENT OF TRANSPORTATION
<br /> DISTRICT ICS STOC KION
<br /> N, E'�, ;"'4EkWI;E �N�,I�.nYt �, a; , R;w IiES �Al>Ni;MENT ''ES SUPPLEMENTAL. INFORMATION MAY BE OBTAINED FROM THE ® FIRST OR SECOND ORDER STATION IN THE NATIONAL
<br /> auE
<br /> AT RIr,Hr ANGLES JR kAOIA„ r OPPr ,ITE RIGHT OF WAY ENGINEERING SECTION OR SURVEYS SECTION, GEODETIC CONTROL NETWORK 0,0076c
<br /> DEPARTMENT OF TRANSPORTATION DISTRICT IO A PROJECT CONTROL SURVEY MONUMENT � ���®BEARINGS ANCA DISTANCES 976EAST CHARTER WAY,STOCKTON � MONUMENTS FOUND
<br /> SHOWN ARE BASED �)N THE CALIFORNIA (J SET 1" 1 . D. IRON PIPE & CAP ( CAtIF DIV. OF HWYS. OR CAL DOT )
<br /> ',')ORDINATE SYSTEM , (ONE 3 SECTION CORNER OR 1 / 4 CORNER ( CALCULATED SUR VL y
<br /> ' UNLESS OTHERWISE NOTED ) "�'� ' `,ROWING M 1 FOUND,PREPARED BY � , � � DRAWN BY / d— _ „ � ONl ME NT S ( UND, ,,f T 8 RESET
<br /> � O NOTHING FOUND , NOTHING SET
<br /> SGA LE1 I = 100
<br /> CHECKED BY CHECKED BY }�' SAN JOA QUIN COUNTY
<br /> _j
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