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Dist. ::ounty Route Post Mile `,hPei Total
<br /> No 1Sheets
<br /> - I1
<br /> 10 SJ 12 11 LOA 6.41 12 1 161-
<br /> MONUMENTS COORDINATES BEARINGS a
<br /> 589,287.784N DISTANCES Yr. 3 N. R. 6E . , �11. �. �. �6 �.
<br /> ---_ --
<br /> -T�
<br /> -
<br /> RM 13.91 1,761,661.780E S 89° 18' 18" E Approved . LO EN T. MAR RCE 20870
<br /> 1R M 14.41 589,256.013 N 21619.421 SURVEY OFF(Ce ENGINEER
<br /> 1764,281.006 E S 89° 7' 47r'-E-
<br /> 519,239.847
<br /> E
<br /> RM (4.64 519,239.847N 1316.40` Dote -- l U '� ^ r� 03
<br /> 1,765,597,307 E S 890 32' 30" E -
<br /> 589 229.740N I,263.77'
<br /> RM 14.88 1,766,861.032E 59a,580.758N SEC.CORNER
<br /> SECTION 9 1,765,630.721E 8 R. SPIKE
<br /> SECTION 10
<br /> -a d' rn
<br /> to 00 Approx. P/ L
<br /> BRUNO 81 ELVIRA SCATENA RAY E . & JUNE N. MILLS LELAND F. Sj M. H. o
<br /> 3959/OR / 3 i O Y a 3780/OR /639 a CHRISTESEN Boe K. a JUDITH
<br /> a BROWN
<br /> W INSTR. NO. 82012601 3 3743/oR/36I
<br /> <
<br /> i�-
<br /> x = o
<br /> Q Pn L. Q o
<br /> CL a .� �, SEE DE 7' IL
<br /> a z
<br /> BE-LOW
<br /> .s TO RIC; V/STS
<br /> ,SEC. COR.
<br /> 8901 2.6 4 2.79' R1W *' S89021'10"E
<br /> S 890 21' 42" E
<br /> -� - S 890 18'06° E S°EGT/O/1( LI F� 2,642.47' 281 + 81.55 89°21'42"E 2643.13
<br /> -- S89°18'06" E Gam >. 2 642. 50' ANGLE POINT 2534.05
<br /> 260 1 1,265.36 3 4 265 6 T 8 9 270 I 2 �3 4 275 6 7 8 9 280
<br /> -- 1, 265.08' -+ 26.58 - 25.42' 1 ,376.36' + 42.98 - 25.55'J S89021'42"E
<br /> - - 2,642.501 - REF. MON. 14.41 S89°18' 06"E RIWY REF. MON. 14.64 \" �- 2,604.26' '"
<br /> ` ♦ - 589,214. 9I6NJ/ �r
<br /> 1 � 3
<br /> 1,765,636. 190E �`�`
<br /> JOHN 61 ANN VAN RUITEN . 0
<br /> 412 2 /0R /449 N a �2
<br /> �I tr) O C).
<br /> v _589,314.913N Z
<br /> S 89° 18' 06"I,E65,637.035E t S 89° 21' 42" E R�l'V
<br /> E . C. WATTS f INC. SECTION 16 '� M SETIOI� I �
<br /> 2827/OR / 352 589,289.911 N 1 1,7765,6—37.35'E cJ
<br /> 589,314.9i�9N ap
<br /> 1,765,637.065 E -
<br /> o S 89°18'06"E 2,642.47' S 89°21'42"E 2 ,643.19
<br /> v
<br /> SEC.CUR., SET 3-L" CAL — TRANS \
<br /> p� BRASS DISC IN CONC, BURIED 0.3 FT.
<br /> S89 18'06"E 2,642.50' I S89021' 10"E 2,534.05 ' Zt
<br /> N
<br /> cA 589 264.921 N I 5$9,264,909N Cor�sf.
<br /> cl 1 ,765,636. 189E 1,765,637.143E =
<br /> _j I (1) SEC . CORNER
<br /> 3 z+
<br /> cd 3let" Brass
<br /> - S 89°18'06"E 2,642.50' aN 1 S 89021'42"E 2,603. 15' Bolt 8, Wosher
<br /> O
<br /> 2,604. 26' �`' z LS 2239
<br /> N R�� 584,C�u6 h3 :%��
<br /> 0 589,214.916N 589,214.903IN ;'j 'C- �K= .539E
<br /> o 1,765,636. 190E i 1 765,637 ? 99 E N
<br /> z DETAIL
<br /> NO SCALE C-TATE OF CALIFORNIA
<br /> Showing Angle Points in R/W 8r CID
<br /> a Intersection of Section Lines N BUSINESS AND TRAN,�PORTATION AGENCY
<br /> Section Corner Fd. os shown on to DEPARTMENT OF TRANSPORTATION
<br /> N f LEGEND R.S. 8k. 15 Pg. 9, w kj
<br /> to -k 1 I('
<br /> .J
<br /> NiF,,', rr•+tPw;`)t wlM nrE1 'it ti rA Mr �M
<br /> NrENI ''fS ',uRRIEMENrAI INFORMATION MAY BE OBTAINED FROM THE � FIRST OR SECOND ORDER STATION IN THE NATIONAL GEODETIC CONTROL NETWORK 0 V
<br /> n rE ��r,ri ANQ E', R r A(lIA; ; r RIGHT OF WAY f NGINEf RING SE C110N (�R SURvE YS SECTION, �� �
<br /> [APARTMENT OF TRANSPORTATION ,DISTRICT I() A PROJECT CONTROL SURVEY MONUMENT
<br /> 976 E AST CHARTER WAY ,STOCK.TON �� MONUMENTS FOUND Uri �
<br /> ,r�RDINATE `, %/0,),,c
<br /> Rf AkINtI` ANL- D�S� NIA S �1 SET 1" 1 . D- fRON PIPE & CAP ( CALIF DIV. OF HWYS, OR CAL DOT ) %�' 1?vey
<br /> �H(1Wv .ARE HA'IF[� 'rN �HE r.Al It OFzNIA 1 /4�'p
<br /> f�ORDINATf SYSTEM , ;ONf 3 '? SECTION CORNER OR 1 / 4 CORNER ( CALCULArEO W sow
<br /> }� UNLESS OTHERWISE NOTED ) i� 'WIN- MO NIIkif N1 `, I OUNP, ';I 1 h KE St T
<br /> F'RE -KF1,PARE D fiY �lll DRAWN BY j 0 NOTHING FOUND , NOTHING SET � ��
<br /> �;HE(-KF (, BY CHEGKE Li HY SCALE: I"= 100 SAN JOAQ U I N COIxNTY
<br /> a �'�/.0-7
<br />
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