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<br /> 28 -122A
<br /> Dist. County Route Post Mile Sheet Total
<br /> "MOUNT DIABLO", NGS - No. Sheets
<br /> CALIF. COORDINATE FIRST ORDER10 SJ 5 39j! 2 26
<br /> CONTROL SCHEME 506,186 . 77N
<br /> 1 , 592, 180. 48 E Approved
<br /> BASIS OF BEAR I NG ( 1/2" Bra SS BOIL Pr0� g ectin U EN T. MAR , RCE 20870
<br /> S SURVEY OFFICE' ENGINEER
<br /> about 1/2" above basementAA 0
<br /> floor of a large stone and A S Date: d9, ) 980
<br /> concrete building. ) RFA ���
<br /> GRID NORTH 69
<br /> 6 4 GF0 6 C@ " WESTERN 1959" 11 HOPE 1931 ", NGS OO 0 32'
<br /> ETjC 45 ' CALIF. COORD. ZONE 3 SECOND ORDER
<br /> I�ORr NOT TO SCALE "SILVA 1959" , NGS 629l849. 88 N
<br /> y SECOND ORDER1,715, 218. 62 E "MOKELUMNE RIVER
<br /> COMBINED GRID FACTOR FOR MON.'S 629,914 .59 N \ ( Standard Disc set in top SO. BOUND I - 5
<br /> of 12" Sq. concrete post. ( TEMPORARY TURNING
<br /> "39,2" TO `ROSE 1978" = 0. 999948 it 7 30, 747. 08E POINT) CAL - TRANS
<br /> COMBINED GRID FACTOR FOR MOWS ( Standard Disc set in top 641,0CAL - T .
<br /> it ROSE 1978" TO " 46. 411 = 0.999956 of 10" Sq. Conc. Mon.) 1641, 39 . 70 E
<br /> COMBINED GRID FACTOR FOR MON.'S
<br /> 46.4 TO 48 . 5 = 0. 9999609
<br /> COMBINED GRID FACTOR FOR MON.'S " BEA 1959; NGS j "MON 48.5", BRASS DISC
<br /> ''48.511 TO 1149. 7" = 0. 9999647 SECOND ORDERSET IN CONC.
<br /> TO OBTAIN GROUND DISTANCE, DIVIDE THE 621, 763.44 N —� �6g.
<br /> �p CAL- TRANS (DOT)
<br /> GRID DISTANCE - BY THE COMBINED FACTOR. 117349489. 21 E $ 634, 203. 49N
<br /> (Standard Disc set 11730,439. 92 E "MON 49. 7", BRASS DISC
<br /> n top of 10 Dia. 9 3� SET IN CONC.
<br /> Conc. Mon.) �0 3 CAL-TRANS ( DOT)
<br /> "WOODBRIDGE 1959 1970NGS 5'2 6397 779. 84 N
<br /> SECOND ORDER S 4o 4.� 46�� E 18 600. 54 MON 48.9'; BRASS DISC 11728,206. 50E
<br /> 603, 228. 03 N SET IN CONC.
<br /> I,736,044.43 E "MON 46.4," BRASS DISC LAL - TRANS ( DOT )
<br /> (Standard Disc set i n top SET IN CONC. 635, 782. 97 N
<br /> of 10 Sq. Conc. man . ) CAL - TRANS ( DOT) 11 729, 744.32 E
<br /> 624, 199. 33 N "MON 48.2", BRASS DISC
<br /> 1,735 ,913. 46E SET IN CONC.
<br /> CAL - TRANS ( DOT)
<br /> 6321 750.78 N
<br /> "MON 42.4", BRAS S D I SC ROSE 1978'; BRASS DISC 1973 11 402.82 E
<br /> "MON 39.2; BRASS DISC SET- I N SET I N CONC.
<br /> SET IN „
<br /> CAL TRANS ( DOT) CAL - TRANS ( DOT) MON 46.7 BRASS DISC
<br /> � CONC, 604, 418. 99 N SET IN CONC.
<br /> CAL- TRANS (DOT) 606,008. 87 N
<br /> 588,030. 36 N 1,741, 747. 41 E 1,741, 585. 70 E1_1L - TRANS ( DOT)
<br /> I, 742,8 10. 17 E 625, 566. 35 N.
<br /> 735, 333. 69 E
<br /> LUGO 1959'; NGS
<br /> "MON 46.2", BRASS DISC
<br /> '
<br /> SECOND ORDER SET IN CONC.CAL - TRANS ( DOT)
<br /> 5799 072. 310 N MON 39.4, BRASS DISC 623, 169. 55 N
<br /> I,747, 478. 310E SET I N CONC. "MON 42.9", BRASS DISC
<br /> (Standard,, Disc set in CAL - TRANS ( DOT) SET IN CONC. 11736, 645 . 33 E
<br /> top of 10 Sq. Conc. Mon.) 8 5881717. 27N CAL - TRANS
<br /> ( DOT)
<br /> \0235` 1,742 , 251 . 86 E 607, 329. 44 N
<br /> 1,7419 720. 72 E
<br /> \ G WESTERN 1959I' NGS
<br /> 22 SECOND ORDER
<br /> STATE OF CALIFORNIA
<br /> S S 588, 520. 30N
<br /> gP �� LEGEND BUSINESS AND TRANSPORTATION AGENCY
<br /> 1,743, 539. 94 E
<br /> NOTE. ( Standard Disc set In top Of O PROPERTY CORNER MONUMENT FOUND DEPARTMENT OF TRANSPORTATION
<br /> 10 Sq. Conc. Mon. ) Oo CENTER OF SECTION ( CALCULATED UNLESS OTHERWISE NOTED ) DISTRICT 1,0 STOCKTON
<br /> UNLESS OTHERWISE INDICATED ,ALL R/W TIES 81 ��IONUMENT TIES SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THE
<br /> ARE AT RIGHT ANGLES OR RADIALLY OPPOSITE �t. RIGHT OF WAY ENGINEERING SECTION OR SURVEYS SECTION, FIRST OR SECOND ORDER STATION IN THE NATIONAL
<br /> D PROJECT CONTROL SURVEY MONUMENT. ( BRASS CAP SET INCONCRETEETEROL NETWORK �ECOR
<br /> DEPARTMENT OF TRANSPORTATION ,DISTRICT 10 COORDINATES , BEARINGS AND DISTANCES1976 EAST CHARTER WAY,STOCKTON. 0 OF
<br /> SHOWN ARE BASED ON THE CALIFORNIA SET 3/4 " x 9" PIN W/WELDED WASHER , $AN JOAQU IN COUNTY TYPE
<br /> COORDINATE SYSTEM ,ZONE 3 SET I" I D IRON PIPE 8k CAP (CALIF DIV OF HWYS OR CAL DOT) SURVEY
<br /> PREPARED BYDRAWN BY SECTION CORNER OR 1/4 CORNER ( CALCULATED UNLESS OTHERWISE NOTED) SHOWING MONUMENTS FOUND, SET 81 RESET
<br /> TT
<br /> CHECKED BY CHECKED BY O NOTHING FOUND,NOTHING SET
<br /> �8–122,q
<br />
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