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<br /> Fd. R.R. SPIKE - SECTION CORNER IDist County Route Post Mile Sheet Total
<br /> 594,580.758N 10 S J fi 12 11.0/16.4; No Sheets
<br /> 13 16
<br /> 1,765,630.721 E
<br /> . 3 N , R. 6E . , M . D. E. a M.
<br /> Approved
<br /> L EN T, MAR , RCE 20870
<br /> rcAvi� �` S VEY OFFICE ENGINEER
<br /> LELAND F. 8� M. H. DOLLINGER LEROY � G. o. MEXICAN — AMER.
<br /> DOLLINGER
<br /> CHRISTESEN 40771'C'R/242 3759/OR /046 LAMAR A. 81 J. A. HEDRICK• CATH. FED. Date: ______ _
<br /> 03
<br /> INSTR. NO. 82012601 � 3760/OR/022 3772/OR/413
<br /> O
<br /> rn
<br /> N
<br /> 'c A prax, P/1-1 SECTION 9 � SECTION IO -j \
<br /> J
<br /> CL Q ROBERT F. & E . B. HUNNELL
<br /> 808 K. ® JUDITH
<br /> 0 r BROWN 2195/OR /84
<br /> O
<br /> v
<br /> 3743/OR/361 x x
<br /> O 0 0 0
<br /> CL CLOCIL CIL
<br /> � Q Q
<br /> SEE Z P. M.
<br /> NJ14.9
<br /> '�- To /?/0 �E rA IL/O V/STI BELOW /SECTION CORNER
<br /> S89° i8'06"E 2 642.79' /-, S 89°21' 42"E F'C'/ 2,532.8?'
<br /> S89018'06"E 2,642.47 1 281 + 81.55 81.55
<br /> 889°18'06"E � � ---- — -•--�--- � " S 69" 1" 4 2"E 2,643.I9'� SECT/t3fd LI1NE�
<br /> _ _ 2,642. 50' I ANGLE POINT -�►
<br /> 589'°21 10. E 2 ,534.05 _
<br /> 9 280 I I 21 3 4 2£35 6 -- 7 9 2 O + 0 6.71 - 7 � 8 300 v
<br /> S 89018'0 6"= 1,376.36
<br /> CONST € 21.53'
<br /> 2,642.50' + 42.98 L� '1 S 890 21'42"E 2,604.26' Rlw —"
<br /> 25.55' - ; REF. KION. n
<br /> REF. MON. 589,214.916N to 3: Z' 11114.8 TO �0,._ / -s-
<br /> REF. CID
<br /> X4.88
<br /> 14.64 1 ,765,636. 190E 00
<br /> SO O .�
<br /> 589,314.913N 2cz
<br /> 1,765,637.035 CAROLYN H. REICHMUTH
<br /> JOHN � ANN � S 89° IS' 06" E S 890 21' 42" E R/ � 4049/OR/424p '99,289._91) td� I 5891314.909N n � /Atc-
<br /> ►.; 1,765,637.065 E t 1,765,631'.357 E JE-C.. L hvL
<br /> VAN RUITEN v
<br /> S 899 18' 06" E 2 ,642.47' ' 2 ,643.19' S 89' 211' 42" E
<br /> 412 2 /OR /4 49 SECTION COR. -� SEC. COR. , SET 3 2" CAL — TRANS
<br /> { BRASS DISC IN CONIC. BURIED 0.3 FT.
<br /> S 89° 18' 06" E 2,642.50'---- S 89° 21' 10" E 2f534.05'
<br /> 589 264.921 N
<br /> � 588 264.909N COnS>.
<br /> °0°, 1,765,636.189E 1,765,637.143E MONUMENTS COORDIP�A►TES BEARINGS 81
<br /> SECTION 16
<br /> 589,256.013 N DISTANCES14.
<br /> RRA 41 1764,281.006E S 89 17 ' 47" E
<br /> Z l SECTION 1 J RM 14.64 569,z39.847w 1,316.40'
<br /> S890 18' 06"E 2 642.50` ' I* S 89° 21' 42" E 2,603.15' 1765 597.307 E S 89° 32' 30" E
<br /> 2,604.26' .. 589,229.74ON 1,263.77 '
<br /> o R/1� RM (4.88 1766 861.032 E S 89° 23' 19" E
<br /> 0 589 214.s167E /
<br /> ;�89214.9o3a589,215.523N 1 ,332 . 16'
<br /> 1,765,636.191,765,637.299E RM 16. 11 ( 768 193. 119 E
<br /> DETAIL a
<br /> Fd. 3/4" Bross Bolt NO SCALE
<br /> 8 Wosher I_ S 2239 w 4i
<br /> - C STATE OF CALIFORNIA
<br /> 584 ,;)C 6.636 N Q e
<br /> F n53 539E ' '� o m J BUSINESS AND TRANSPORTATION AGENCY
<br /> q) DEPARTMENT OF TRANSPORTATION
<br /> v� 'f LEGEND I' C S C r 17 (1 IN
<br /> )Nk fV, '"AtkW:SE IN[)I(,ATl, ) A, . 'i%W If ; TTNuMfN' 'if S SUPPLEMENTAL INFORMATION MAr EsE C)GiAIN[D FROM THE FIRST OR SECOND ORDER STATION IN THE NATIONAL
<br /> AWf AT r�IGHT ANGLES OR F,AOIAt.IY OPP)SITE RIGHT OF WAY ENGINEERING SEC?ION C)R SURVEYS SECTION, `��' GEODETIC CONTROL NETWORK
<br /> DEPARTMENT OF TRANSPORTATION 'DISIRICI IO �� PROJECT CONTROL SURVEY MONUMENT RECORD Ow.f-A
<br /> 19-rC EAST CHARTER WAY ,STOCK TON 13 MONUMENTS FOUND
<br /> ')()PC-)INATES HE ARINGS AND DIS iANCES
<br /> SHOWN ARE ERASED ')N THE CAi IFORNIA [� SET I ' I G !ROH PIPE f3 CAP ( CALIF DIV. OF HWYS OR CAL DOT ) SURVEY
<br /> '.�)ORDINATE SYSTEM , ZONE 3 SECTION CORNER OR I / 4 COR+VEP ( CALCULATED I. i I .�t< <, I
<br /> UNLESS OTHERWISE NOTED ) SCALE : I"= 100' HOWINt, MONIPME NTOONP, Sf T F, RESET
<br /> PIR EPARED FfY ,)RAWN BY � p NOTHING FOUND OR SET ��� VOAQUI � COUNTY
<br /> HE CKE [ EiY EHECK.E D HY . lJ11_
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