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<br /> w r 136. 62 � 468, 994.828N Dist. County Route Post Mile Sheet
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<br /> 208.70No Z 46 8,886.827 N SECTION 6 SURVEY OFFICE ENGINEER oMru
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<br /> \p2`� z 1,783,029. 110 E ,
<br /> Date:
<br /> �6p0 5 <" � X�/co 00
<br /> o�g 06 N ANTHONY G . DUTRA
<br /> 3 3077/OR/ 483
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<br /> R 065 6686E /O
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<br /> ti MONUMENTS COORDINATES BEARINGS 8� O � At; �� ' 4�3 8� N cr �Z
<br /> DISTANCES
<br /> 0O 00 R M 156 468,038. 170 N x o � O � c Z
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<br /> 1,782, 166 . 471 E S 89051'2 2 "E / / ^p. O � W �J U
<br /> R M 17 I 468,034. 404 N 1499.60 �� �' . 3 cap }
<br /> c� 1 ,783 666. 067E N 43012' 03"E q / ci) 9S' ~ Z N N CC
<br /> Z �' CM 173 468,201. 700N 229.50 1, T 683 /� SS Q � 2S° cD (D jr
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<br /> a 1,783,823. 173E S 81°14 22 , E 83 3g� 9°3 23 '3 468 270.834N 468, 234,096N .+ + a
<br /> Z ~ 3 R M 184 468,025.644 N 1 155.95 833 30N <j/0 3 /A,, 2 L _ q 4 37' 1,784,257.6 77 E I T84 _
<br /> 667. 482E � op W
<br /> O Cr 1 ,784,965.641E N 70°08 26 E 2S8 3 3 F I S84052'38"E — — F-
<br /> V � C M 190 468,229.594 N 600.36' F III 411.45 N 89 44 51 E 1 1 ° 1 w � I, 785,530.293E � � � 46�y 1 I 1 '914.84 -'
<br /> c .TBgO 333 �- I 863.92 ' _..
<br /> , ! CONST.
<br /> MON. /4,68 OON
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<br /> = 15+00 AIRPORT WAY = til"o 0):`n 468 1N 468,076.OION w
<br /> -.� ,f, I + I1 00 ,7gq '099,640N S I — 1,784, 703.378 E _
<br /> 163 +65.70 P.O.T. Const. 'n 6 ,433.520E 1
<br /> o -- S 89°51' 50"E 12 , 640.08' + 1 i CONST I o
<br /> = 2 3 4 165 6 7 8 9 170 ( i 2 3 4 175 6 7 8 180 1 1. , 2 3 185
<br /> �i + TO TRACY 46 115. 215 N m19 468,027.011, N 468 034.606"' Lo L
<br /> S84°59'42 E" 270.89 ' �I 468,039.893N Nil`
<br /> 1,782 932. 897E `+ Iti 1784 285.435E 1,784,452.342E N 88°59 25 E 300.04 1 a)I TTO YOSEM/TIE
<br /> — ar REF MON. 171 1'� 1,784,752.337E + ;� `y
<br /> 9 180 I I 0 REF. MON. 184
<br /> I �� �6 2,609.30 S . 89° 41' 13°E SECTION LINE'
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<br /> I3+ 78.98 AIRPORT WAY � = a 8t 88025'39"E 463.46' J N 89° 16'14" E 513.44' --•-
<br /> L.g17.3 - o - 467,974.903N
<br /> M Sec. Cor. 0. 02' Rt. 65�� �37 $6N Q RAMP'D' �`
<br /> r Set Bross Disc in SurveyWell O -2 62 = R = 3000' Ci �� 1,784,753.482E
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<br /> 4 67 9 9 4. 19 5 N 3 . 4 6� 0g 62�� ��S:� ,g35� D 46�Q 290.\9�E a 0 = 3°I 1' 29" v v �c o
<br /> cD 1782UJI ,932.302E $3, 2 ` C�
<br /> w N B R \�7 Cr X L = 167.10' w w w U
<br /> J N N \'� RAMP 'D� w T = 83.57' N K) o 0
<br /> Z — N 0 0 O ? n- ' 463,035.072N . O n: a
<br /> O w \ 9 ; \ 5°3q 3 Occl 784,505.208E °O M M
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<br /> �' o SECTION 7 , g \-to \o 19° a 6 9 8 aD o CD
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<br /> o _ N 60 9 \p-{ $ R A\ �32� ,, �� ?6 358'693 °D 00 STATE 0 F CALIFORNIA
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<br /> BUSINESS AND TRANSPORTATION AGENCY
<br /> - $ ANTHONY G. DUTRA DEPARTMENT OF TRANSPORTATION '
<br /> DETAIL � x, 60 3799 / OR/ 328 ON
<br /> NOTE NO SCALE P 0 11 LEGEND DISTRICT 10 STOCKTON
<br /> UNLESS 7HERWISE INDICATEL , ALL P?/W TES d ONOMENT TIES h� FIRST OR SECOND ORDER STATION IN THE NATIONAL
<br /> ARE AT RIGHT ANGLES OR RAOIAL, v ,OPP()SITE � R ® GEODETIC CONTROL NETWORK RECORD OF
<br /> PROJECT CONTROL SURVEY MONUMENT
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<br /> 6 13 MONUMENTS FOUND OR SET
<br /> -_OORDINATES , BEARINGS ANL DISTANCESO
<br /> ❑ SET[11 I.D. x 24'IRON PIPE a CAP ( CALIF DIV. OF HWYS. OR CAL DOTOD C\j
<br /> SHOWN ARE BASED ON THE CALIFORNIA ) SURVEY SYSTEM , ZONE 3 \6� SUPPLEMENTAL INFORMATION MAY BE OBTAINED SECTION CORNER OR I / 4 CORNER ( CALCULATED
<br /> FROM THE RIGHT IO WAY ENGINEERING SECTION UNLESS OTHERWISE NOTED ) SHOWING MONUMENTS FOUND, SET B RESET O
<br /> PREPARED BY Y17 DRAWN BY / _ OR SURVEYS , 1976N, ST CHF TRANSPORTATION,
<br /> DISTRICT 10 , 1976 EAST CHARTER WAY, STOGKTON 0 NOTHING FOUND OR SET
<br /> CHECKED BY CHECKED BY _ ' SCALE: I "= 100' SAN J OAQU I N COUNTY
<br /> MATCH TO ^; HEFT i3 �v �
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