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Dist. County Route 1Post Mile Sheet Total
<br /> Fd. 3A"IRON ROD _�______ _.__. ,_....._______ __No... Sheets
<br /> To99ed R.C.E. 12685 T. 3 N .
<br /> R• 6 E .
<br /> IO _S J 12 jt I.O/I6.4 14 16
<br /> Approved
<br /> MONUMENTS COORDINATES BEARINGS a 40' _ 55 LORE T. MAR RCE 20870
<br /> 589,229,744N DISTANCES A. & 0. ANAGNOS , ETAL SURV Y OFFICE ENGINEER
<br /> RM 14.88 a / d ! �9t3
<br /> 1766 861.032E S 89 23 09 E Date:
<br /> RM 15.11 589,215.523 N 1 332.16' 4462 /OR / 702- ___V-___-_. _---.----___---- -- -
<br /> 1768 193.ii9 E S 89® 08 15" E
<br /> RM 15 �7 589,196.312 N 1,276.35' o SECTION 10
<br /> 1769 469.32 2 E S 89* 03 05 E ° 4 sEc, COR.
<br /> R M 15.8$ 589,152.985 N 2,616.68' SET 24" CAL — TRANS BRASS
<br /> 1 772 ,085.638 E 3 DISC IN SURVEY WELL
<br /> _589,325.912 N - 589,260.466N
<br /> 1,768,240.031E 0 1 ,768,280.090 E
<br /> O
<br /> L
<br /> °
<br /> 589,286.692 N Z A 589,284 270 N
<br /> 1,768,170.073 E �0?02.1 < V s _
<br /> oA�j Q 0, 1,768,384. 736E R/�
<br /> S 89°21' 42"E-
<br /> 1W
<br /> ' 42"E 0, 0
<br /> 60 y S.89°20'36E j
<br /> 1W �' a
<br /> S 89°20'36"E N
<br /> ( SS889�°21'42"E 2 ,643.19'_ -�_ --------- °- w CHID
<br /> ROBERT F. a E . B. HUNNELL I +36.92 ° 1 LINA o
<br /> S. 89021'10"E 20.47' S 89 2! 08 E of J 00
<br /> 2195/OR /84 W c 9 COIdIST. 310 Q
<br /> _ 2,534.05 7T REF. Q =
<br /> 307+15.60 hr iMON. 3 `S
<br /> o ANGLE POINT t5.li b 589J84.997 N. COL BY W. 8i P. LODI FIRST -iO Z
<br /> F—
<br /> 1,768,320 285 E. --a O fr
<br /> _�.. _ ° R/r1� DUNSCOMBE NAZARENE CHURCH 1—
<br /> z R��1 M o s 89 20'36"E INSTR. N0. INSTR. N0. 16345 co
<br /> S 89°21 42 E 2,604.26 0 Approx. P1 L� _
<br /> 82008359 4/4 /66
<br /> 0!
<br /> L
<br /> 589, 185.905N Z ROMAN CATHOLIC n c'
<br /> 1,768,240.283E 40' 40' JACK M. 8� E. L.
<br /> BISHOP , STOCKTON wE:L Q
<br /> / SEE DETAIL ( 4012 /OR/326 Fd. AXLE
<br /> �E TA I L 589,269.614 N 589,266.739N
<br /> -� I4 245
<br /> TO RIO V/STA / Approx. P/L SCALE I" = 50' i,769,663.449E FD 3/4" IRON P,u�D�,7659,9TAGGED�
<br /> ;_ l
<br /> S8902 1'42"E rq!0 4 CoR. 1 RI�/ �— 589°20'36"E 2,538.69' RCE t�68., �..
<br /> OD
<br /> I -�
<br /> �0' I� a �� SE�T/ON LhVf ? _S 89°20'36"E 177M 2,643.27' - 250.81
<br /> S 890 21' 10" E 2 ,534.05 +'� 1 +'� T S. 89° 21' 08" E . 2,752.99' _
<br /> 2 3 4 305 589,236.296N ��� rn Iw 9 / 310 1 2 3 4 315 6 7 8 9 32 M 1 2 3 4 325
<br /> + 15.26
<br /> 1,768,170 073E °;I LID 1, 155.79' 22.80 1 446.38'
<br /> S. 89 21 42 / /WS 89020'36"E
<br /> REF. MON. 15.37---' 2, 602.1 7 '
<br /> �/ 589,171.75i N_/
<br /> TJ �O[�/
<br /> + 38.92 z 1,769,475.997E 0.
<br /> 20.47'
<br /> 00
<br /> REF. MON . z �
<br /> 15. 11 Ui w —
<br /> Z W P/ L MELVIN E . TAVES z J. W. PROPERTIES
<br /> fl-
<br /> oM TRIANGLE FACILITIES , INC. 4257/01 / 798 INSTR. NO. 82011155
<br /> w
<br /> 4473/OR/671 w
<br /> CO Vy V C7
<br /> CAROLYN H. REICHMUTH o w o <
<br /> 4049 / OR /424 Z o SECTION 15 toN
<br /> Q) P
<br /> Fd. 3/4" Sq.Bolt 401 401
<br /> O
<br /> 586,617 876 N Z I `3U5ltiF-SS AVE,
<br /> -1 ,768,286.947EDEPARTMENT OF TRANSPORTATION
<br /> ;—T-T
<br /> LEGEND )ISTRIC7 IC' ST,'�CKT,
<br /> _)NLESS OTHEfT-;.` iNDiCATED , ALL R/W 7IES a- NUMENT TIES SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THE ® FIRST OR SECOND ORDER STATION IN THE NATIONAL
<br /> ARE AT RIGHT ANGLES OR RAOIALLY OPPOSITE RIGHT OF WAY ENGINEERING SECTION OR SURVEYS SECTION, GEODETIC CONTROL NETWORK
<br /> DEPARTMENT OF TRANSPORTATION DISTRICT IO PROJECT CONTROL SURVEY MONUMENT RECORD OF
<br /> 1976 EAST CHARTER WAY.STOCKTON n MONUMENTS FOUND
<br /> COORDINATES , BEARINGS AND DISTANCES � SET I" I. D. IRON PIPE 8k CAP ( CALIF DIV. OF HWYS. OR CAL DOT )
<br /> SHOWN ARE BASED ON THE CALIFORNIA SUWEY
<br /> COORDINATE SYSTEM , ZOINE 3 —� SECTION CORNER OR 1 / 4 CORNER ( CALCULATED i
<br /> UNLESS OTHERWISE NOTED ) " ' SHOWING MONUMENTS ;OvNL , SE' Ei RESE'
<br /> PREPARED BY0 NOTHING FOUND
<br /> - , NOTHING SET- a- DRAWN BY SCALE I 100
<br /> CHECKED BY — -------- ------ CHECKED BY SAN JOAQUIN COUNTY
<br />
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