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<br /> MATCH TO SHEET 11 12
<br /> /S9 q P. M. '— W " Dist. Count Route Post Mile Sheet Total
<br /> } No. ,Sheets
<br /> �.o. 9 10 Si y 120 0.0/6.6 14 31
<br /> 3.3 � a _- _"
<br /> 9 C- �'\
<br /> CL a \O� 0
<br /> S. _ o ir cr Approved �l.J _
<br /> 16 S9 ° Cr O N o \9 LO EN T. MAR , RCE. 20870
<br /> Q w 6Oo\3 ,� t ` SURVEY OFFICE ENGINEER ,
<br /> S / sg'F ao o a, `r 1/ 00
<br /> S ap % v � (; 19 Date:
<br /> 8' p P p \
<br /> 9� S4'' 2 �3 4 � °' + +
<br /> 3 09 Ste' ' �86�36 � i R p \ro5
<br /> 2 9 w
<br /> 38/
<br /> 3 9094N
<br /> IN .\9`� SECTION 7
<br /> T. 2S . , R . 6E . , M . D . M
<br /> rO0o\�
<br /> T. 2S ., R. 7E. M . D. M .
<br /> o
<br /> I
<br /> s.
<br /> 467, 343.316 N o 467,338.739 N
<br /> 1,782,835.462E _ o 0 1,783,016. 144E
<br /> 467, 234.590N o - ANTHONY G . .DUTRA
<br /> D UT RA FARMS , INC . 1,782,852.158 E - " ' - 3799/OR/328
<br /> _ J --. 148.83 -�j =N
<br /> 3
<br /> 3376/OR/337 467 229 .797 N. S88° 09'19"Er 1,783,000.908E
<br /> � w
<br /> (Dto
<br /> _ M
<br /> o N to o
<br /> 467, 100_!508N
<br /> CID
<br /> M .' Z 467,099 .948N
<br /> 1,782, 872.748E I+851 , 782 , 982.746 E
<br /> _ 1
<br /> 551
<br /> - - 55' r W
<br /> SECTION 12
<br /> W Q
<br /> - O O M
<br /> M O r-
<br /> _ti to —
<br /> o M .6 — O
<br /> O ff
<br /> z 1 55� 55' i z 50
<br /> 40' 40' 466_,_964.949 N
<br /> 466,965.510N -
<br /> I,782,872 .060E Lal
<br /> 1,782, 982.058E
<br /> S 8942'29"E z z N 890 42' 29"W
<br /> ..x.00 O o 15.00'
<br /> 466,965. 433 N -
<br /> 1, 782, 887 059E UT c'' .4 66 965.0 2 6 N
<br /> N - m1,782, 967. 058 E
<br /> N
<br /> D
<br /> cD
<br /> M 466,665 983N
<br /> O rn _466,674.569N 1,784 ,2 27.933 E
<br /> -ter- 0 1,782,965.578E
<br /> z ,
<br /> D l� S 8903637"E 1262.38' P/L
<br /> N 77°�7�2 0+00 Beg AIRPORT WAY `e' m 466,674ar
<br /> 9 N 0°2049 E
<br /> w 1,782,955.579E Prop. Cor Fd. 5/8" Re -Bar
<br /> 38.96'
<br /> Fd' 3i " 466 627.019 N
<br /> 4
<br /> 22880q , 66•g9o8 ,51iPe _i --i 466�615;234N 1,784 ,227.697E
<br /> 82 85N N tv 1,782,925. 276E
<br /> ,88q 6g2E N U0
<br /> rn m
<br /> • Fd . Sec. Cor. - Bolt a Washer
<br /> Fd. I/4 Cor. Hub 8� Noil 462,704.055 N 'fir
<br /> 465,355.489 N I,78 2,907.005 E M
<br /> 1,782,918.857 E 12 7 STATE OF CALIFORNIA 00
<br /> 13 IS
<br /> BUSINESS AND TRANSPORTATION AGENCY
<br /> N 0°15'22"E - 2651 .46' DEPARTMENT OF TRANSPORTATION
<br /> NOTE LEGEND DISTRICT 10 STOCKTON
<br /> UNLESS 17HERWISE INDICATED , ALL R/W TIES a ONUMENT TIES SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THE
<br /> ARE AT RIGHT ANGLES OR RAOIALLY OPPOSITE RIGHT OF WAY ENGINEERING SECTION "iR SURVEYS SECTION ® FIRST OR SECOND ORDER STATION IN THE NATIONAL
<br /> GEODETIC CONTROL NETWORK RECORD OF
<br /> ` DEPARTMENT OF TRANSPORTATION ,DISTRICT IO A PROJECT CONTROL SURVEY MONUMENT N
<br /> COORDINATES , BEARINGS AND DISTANCES 1976 EAST CHARTER WAY, STOCKTON MONUMENTS FOUND OR SET O
<br /> SHOWN ARE BASED ON THE CALIFORNIA SET I"I.D.x 24"IRON PIPE & CAP ( CALIF DIV. OF HWYS. OR CAL DOT ) SURVEY X
<br /> N
<br /> COORDINATE SYSTEM ZONE SECTION CORNER OR 1 / 4 CORNER ( CALCULATED �
<br /> UNLESS OTHERWISE NOTED ) SHOWING MONUMENTS FOUND, SET 8RESET
<br /> PREPARED BY _ DRAWN BY p NOTHING FOUND OR SET
<br /> CHECKED BY CHECKED BY SCALE, I"= 100' SAN JOAQUIN COUNTY
<br /> I ,
<br />
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