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Dist. County Route !Pust Mile Sheet Toto!
<br /> IVa heels
<br /> 10 SJ 111.0/16.41 3 J 16
<br /> CALIF COORDINATE CONTROL SCHEME Approved
<br /> LO EN T. fiAAR RC.E X0870
<br /> SURVEY OFFICC ENGINEER
<br /> BASIS OF BEARING 10 - .� ) _ ,���
<br /> Dote .-..__
<br /> LODI 1954" NGS
<br /> S. 1/4 Cor. Sec. 9 S.E. COR. SEC. 10 SECOND ORDER
<br /> REF. MON. 13.63 T 3N. ' R. 6E. M.D.B. &M. REF. MON. 14.64 REF. MON. 15.11 T. 3N. , R. 6E. M.D. B. 8tM. 590,570.12N
<br /> Bross Disc set in CAL - TRANS Brass Brass Disc set in Brass Disc set In CAL - TRANS Brass REF. MON. 62 1 ,781,562 .53E
<br /> conc. CAL - TRANS Disc in Survey Well conc. , CAL -TRANS conc.,CAL-TRANS Disc in Survey Well Brass Disc set in Standard Disc set
<br /> 589,365.488N 589,322. 118N 589,239.847N 589,215.523N 589, 230.17ON conc. ,CAL -TRANS in the top of o
<br /> 1,760,290.799E I 1,762 ,994.796E 1 ,765,597.307E 1,768,193:119F 1,770,923.186E 589.178.518N — � concrete cylinder
<br /> 1 ,773,441.421E
<br /> t
<br /> I
<br /> REF. MON. 70 Bross Disc set in
<br /> REF. MON. 13.33 REF. MON. 13.91 REF. MON. 14.41 conc. , CAL - TRANS
<br /> Brass Disc set in Brass Disc sat in Brass Disc set in REF. MON. 14.88 REF. MON. 15.37 REF. MON. 15.88 589,168.534Nrn
<br /> conc. , CAL - TRANS conc. , CAL - TRANS conc. CAL - TRANS Brass Disc set in Bross Disc set in Brass Disc set in 1774' 241 .325E
<br /> 89,33b.783N 589,287.784N 58S,25fr.413N conc. , CAL - TRANS_ _conc. , CAL - TRANS conc. , CAL - TRANS- '
<br /> 1 ,758,698.686E 1 ,761,661.780E 1 ,764,281.006E 589, 2 29.74ON 589,196.312 N 589, 152.985 N
<br /> 1 ,766,861.032 E 1 ,769,469.32 2 E 1 ,772,085.638E
<br /> LODI 1954" NGS
<br /> AZIMUTH MARK
<br /> 6 @ "LODI 1954° Standard Disc set
<br /> CALIFORNIf.. COORDINATE ZONE 3 in a drill hole in o
<br /> NO SCALE concrete Curb.
<br /> v
<br /> 10
<br /> _ Z
<br /> X ~
<br /> o
<br /> O
<br /> U p
<br /> C
<br /> z , Cj
<br /> INDICATES ONE OR MORE INTERMEDIATE 4U
<br /> MONS AND/OR TURNING POINTS OMITTED m o
<br /> FROM TRAVERSE IN THIS AREA. cv
<br /> c;
<br /> Combined Grid Factor = 0.9999479 N
<br /> To obtain ground distance divide the
<br /> 10
<br /> grid distance by the combined factor. STATE OF CALIFORNIA
<br /> ` BUSINESS AND TRANSPORTATION AGENCY
<br /> DEPARTMENT OF TRANSPORTATION
<br /> Nr;rf
<br /> LEGEND
<br /> DI'SIRICT IC`
<br /> N� E�,S 'HE_i1WISE NLK.ATED , a, R/W 'SES ti (')NUMENT 71f5 SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THEFIRST OR SECOND ORDER STATION IN THE NATIONAL
<br /> ARF AT FLIGHT ANGLES 'JR RAOIAL, Y )PP(1>iTE t RIGHT Of WAY ENGINEERING SECTION OR SURVEYS SECTION, ® GEODETIC CONTROL NETWORK
<br /> DEPARTMENT OF TRANSPORTATION ,DISTRICT 10 n PROJECT CONTROL SURVEY MONUMENT Irr
<br /> 1976 EAST CHARTER WAY,STOCKTON MONUMENTS FOUND RECORD %6
<br /> ��ORDWATES , BEARINGS AND DISTANCES (-�
<br /> SHOWN ARE BASED ON THE CALIFORNIA SET .SET !" I . DIRON PIPE 8� CAP ( CALIF DIV. OF HWYSOR CAL DOT ) %5® /°1����
<br /> /"�
<br /> ". )ORDINATE SYSTEM , ZONE 3 SECTION CORNER OR 1 / 4 CORNER ( CALCULATED �� IF Qt.. I
<br /> yy� n UNLESS OTHERWISE NOTED ) �HOWIN:� G
<br /> M 'NUMI. S NTFOUND, SET N RESE T
<br /> PREPARED BY � i�/. _ I)c�AWN BY ��}_ 0 NOTHING FOUND , NOTHING SET
<br /> CHECKED BY _ CHECKED BY ai -!L� SAN JOAQUIN COUNTY
<br />
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