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<br /> t S 89°44' 31 "E Dist. County Route Post Mile Sheet Total
<br /> _469,279.002N �� 1,304.27 "�� 469,322. 561 N No. Sheets
<br /> 1,777,636.462E S 469,328.436.N S89°37'2 9E ' 1,778"�961.045E 10 Si 120 0_0/6.6 iJ 3I
<br /> 10+00 P.O.T. A. (DD 1,777, 656.786E 84.00' - Fd. 2 Iron Pipe -P r�
<br /> McKinley Ave. oo CA 469,228.872N ^�I�. , �f \ 1. 2S . , ' ` • 6E., M• D. M Approved T
<br /> Y w
<br /> + 50 21,777,656.134E
<br /> '7 77,656.134E , 11
<br /> � +0.25 PP
<br /> 469,228.728N ,°) 5_9.41 N e L REN T, MAR , RCE. 20870
<br /> N/M , t20 � 1 ,777,678.134E 'p) � �. �6 � W Lo- - SURVEY OFFICE ENGINEER �°'►•
<br /> N 20 o ; '38.623'FSECTION I �' �� ��, i � S3 oO
<br /> Date ;
<br /> �V 0 — O 9 \ �, 00
<br /> h /\ o
<br /> 469 I I8.977N O n� ��+40.40, M
<br /> o, 1,777,701, 118E a 65.70= L . & A. GUDELI -
<br /> f +86.98
<br /> 0 o I m - - 99.047 o 4346/ 0 R / 3 0 3 N
<br /> � MONUMENTS COORDINATES BEARINGS 3
<br /> 13 (v N 469 006. 418N
<br /> o) ID N 2 I (D 469, 147. 874 N DISTANCES
<br /> con 24 1,777,724.678E E _+28 _ _
<br /> V-" SEE DETAIL �,,- 468,990.256 N �� 857 468 984.018 N co C M 104 1 , 777, 147. 0 16E S 58° 28'48"E
<br /> 1,778,959.057 RM i 1 6 468,502.262N 1,234.92'
<br /> 1 ,777,762.189E
<br /> - +z8 - DETAIL S 89042 '05' E � I , 7 78, 199.729E N 63 00 11 E
<br /> CM 118 468,633.388N 288.86
<br /> 4086, 1" = 100' 1196. 88' 1 , 778,457. 1 12 E S 65050 14 E
<br /> K 468,095.383N 1,314. 36'
<br /> n S66, RM 131 1 , 779,656.313E S 87037'34"E
<br /> Z 4/30" 40 RM 144 468,041 .027N 1 ,312. 3
<br /> r- F 9�0 1 ,780,967.505E
<br /> rn 5N
<br /> 529./q, 6 F o w
<br /> ra A Q =
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<br /> /09 rs,4°
<br /> 9 s f ,/ /` ,z� , o N CITY OF MANTECA
<br /> D ''�>�'''9.0�2 11 00'00 0 PO 7-
<br /> CO�st 265 6 4s8,679.023N Z 3856/OR /451
<br /> _ ,633 �STE N °. 1 McK'nleY q� �' /Qj' 1,778,449.370E 1,778, 957. 266E
<br /> o e ) �,,- S 89°42'05"E 507.91 ' D
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<br /> 3 8 26"E
<br /> N 8 66'
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<br /> m 4 i1 / CM//8 403 SO %') .rvv o
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<br /> 6,668 6? o00)./ .0 o; _ mi
<br /> M (D f 46 N _
<br /> m % �,�� 8 806 099 R,487 R COQ/.ST �' O
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<br /> a 8 ti � ., �
<br /> 5400
<br /> 163.12 ' v'+O �E� /V �I 4z
<br /> l 6 J I Q = o 24
<br /> --� Mo � ° 18 -4 3
<br /> 4 '1
<br /> 89°4653 N Qv .tv ' //6 ti 9 OJ 1l� NL /$O S6, L = 1633 921
<br /> p cA cb � -� , N tron T
<br /> zT o 4 6 S 26 E ih PO gent / 468 45 C C ` 824. 31'
<br /> p6Q �p Sg '34 .80, `� .:� ?T ?92.178 N o� ; .i G�o (0 �/ / >6 'Q..e..C. C , 1j8�-9S.$`�, Q 1804302 n I 7873, 121 273
<br /> 8 N Q ; /Jr048,1 4 89. 14 3
<br /> 6 �2' ?O2 e �'/�ifi / CD /f, , 2 °nst. 4„ L E
<br /> 6 9� o, 0690 23 m
<br /> p F I 6876787299E c C'�Ei. 4 ���•� % k� M !$93 T
<br /> 1y9.31' +6 .35 35.02' + 71 -- - 2835, Q, 0 Non Ton. *i� 46 3 L : /34 ?
<br /> =� 468,344.062N -" C q 4 / 8 3 5. 22
<br /> o46 53 520 X95.36 c ry_6&�3 4g 3? O /, 7i ' 6g 7 --�
<br /> 468344.528N _ S 89°37'296E 626.63' N N. + �, 78,363.52 3E 4681288
<br /> g _ 236 T2' �l j o /�h 8, 1>2 9�5 N 125
<br /> +15. 19 13.76 ' (, 1 8,288 S 2 493 ' E
<br /> 1,777,605.339E O 468,344.236 N PSL o - - -- - - '----�- ` / ° , 7?8 601 6 E / 6
<br /> O - 81.89 N 91.39 SgP N
<br /> 1,777,650.340 E �; N ��S - 2ggE Q /38 3 R- L Z 24 7
<br /> 220.00' -+� ��468,279.023N °+52.77 N O W 3 ��RJ �3 von Ton 4 - / ' �SOOO' O'S4l 8
<br /> 889°46'53"E 1,777,629.912E -66.82 W) o M rn �/ d 2°45,2 9 ro Yosemite -...
<br /> 466 244.530N z �' i9 V) ry °' RONALD L. & E. S I LVA/� _(u 46 3 _
<br /> w O , 00 P.O.T. McKinley - 0 , O 8 130 -
<br /> Iv o_ - -- -, ti o ^ _(v / 1 ?� ' 24�q 1 N , / R`5po ;to --2 —
<br /> 1,777,604.684E W N +9 .87 /` 3832/OR / 307 ° �' ' 8 54
<br /> Fd.I Iron Pipe O iv N 56.74 O 2 ^ / 8E �C�l 0 m,of
<br /> �� O w + 65.35 M ° c �� 488, 177 1 j R 500 Q1502,2)
<br /> + 'r'
<br /> Fd. I Iron Pipe -!U, S89046 53 E /' 0S89 3729E � ,n 1, 778 95 7N o 07,, -REF M468,044 .534N rn W SECTION CORNER 20 6g' 125'�2
<br /> '26.63 `Z 4. 13 1 0�1.
<br /> 2 °� � 31gE Q ' 18° L -
<br /> 1,777, 603.374E " Fd. I' Swing Ties I �h � O? 30 ` 1341. 16 '
<br /> 468 004. 441N DETAIL PAULI NE M. HOPKINS = 15
<br /> 1,777, 628. 113E P/L INSTR.*79061174/1979 81�0
<br /> 220 —+► 468,004,337 N I = 100 ____ STATE OF CAL IFO y
<br /> 1,777,648.113E 1 305. 17' -,.� ,�- s 89042'05"E 1325. 17 BUSINESS AND TRANSPORTATION AGENCY --•.r
<br /> S89°46'53"E 2 1 S 89°42 05 E --
<br /> �-- / 467,997.535 N
<br /> 5 271.891 t
<br /> 1 2650.34 ' ,Sec. Line -J 1,778,953.265 E DEPARTMENT OF TRANSPORTATION oo
<br /> 20.00'
<br /> NOTE I LEGEND DISTRICT 10 STOCKTON
<br /> UNLESS OTHERWISE INDICATED , ALL R/W TIES Bi MONUMENT TIES SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THE FIRST OR SECOND ORDER STATION IN THE NATIONAL REcoRD oF ,
<br /> ARE AT RIGHT ANGLES OR RADIALLY OPPOSITE `t RIGHT OF WAY ENGINEERING SECTION OR SURVEYS SECTION, ® GEODETIC CONTROL NETWORK
<br /> DEPARTMENT OF TRANSPORTATION ,D I STRICT 10 PROJECT CONTROL SURVEY MONUMENT O
<br /> 1976 EAST CHARTER WAY, STOCKTON MONUMENTS FOUND OR SET 00
<br /> COORDINATES , BEARINGS AND DISTANCESSURVEYE] SETI��I.D. x 24 IRON PIPE a CAP ( CALIF DIV. OF HWYS. OR CAL DOT ) N
<br /> SHOWN ARE BASED ON THE CALIFORNIA in
<br /> COORDINATE SYSTEM , ZONE 3 SECTION 12 SECTION CORNER OR 1 / 4 CORNER ( CALCULATED O
<br /> UNLESS OTHERWISE NOTED ) SHOWING MONUMENTS FOUND, SET a RESET
<br /> PREPARED BY DRAWN BYJ, O NOTHING FOUND , NOTHING SET SCALE: I "= 100'
<br /> SAN J OA Q U I N COUNTY
<br /> CHECKED BY CHECKED BY
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