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33 1 q )w4a lqo
<br /> 5S- 1
<br /> Ni�•, IS-9 ' , F-
<br /> W X = 6, 334 , 2 52. 32 W
<br /> X= 6,337, 255.51
<br /> Y= 2, 172 , 665.18 W Y 2, 173286.06
<br /> ' o j
<br /> LLQQj
<br /> F. N. SE OAKST
<br /> 9 = 0028,58 LL
<br /> = 5 > >
<br /> "OAK STREET Ww es ~
<br /> _Ito
<br /> 515 32,N.78 19'09' E 3066.70 6 34T9►%�6•
<br /> „3
<br /> Z N S. 12 26 52 E. 74,69 2
<br /> 368. 12' Q o 46
<br /> c FREMONT 62to
<br /> p 3 N. 79°00'53"E• 3310. 4777rN,
<br /> 054.92'
<br /> 0 .8 z WOZ 7 E � 9q
<br /> z z 5S- 2
<br /> V
<br /> 5S- 4 V--
<br /> U) - = X= 5S- 3 6,337, 334.86 X= 6,340, 584.67 N
<br /> Y= 2, 172,926.60
<br /> X= 6,341, 602.86
<br /> SONORA. ST. 6=- 0° 28' 35�� Y = 2, 173,557.43 Y= 2, 173,833.34 cn R. R.
<br /> A =- 00
<br /> 28' 10 e= - 0028' 0266 S. P.
<br /> IS- 10 5S-6
<br /> X= 6, 334, 999. 03' WEBER -Q X= 6 ,344, 145.12
<br /> 173,
<br /> 2, 54
<br /> 513�
<br /> Y= 2, 169, 051. 25 MULTIPLY DISTANCES SHOWN BY 1.0000644 TO OBTAIN p Y-
<br /> A = - 0° 28' 55" GROUND LEVEL DISTANCES. SCALE AVE . a 9.= -
<br /> 0,27 43
<br /> 600, N
<br /> ~ W
<br /> LLJ
<br /> �0 55-7
<br /> J X = 6,344, 920.65
<br /> Y= 2 ,171 , 010.94
<br /> - 6= - 0° 27 37
<br /> f AST
<br /> A44 N •C
<br /> STR
<br /> f fT
<br /> 5S- ,8 5S- 14 5S-
<br /> X= 6 346,36.38 Y - 2, 349, 425. 11 X = 6. 350, 074
<br /> 6 =_ 0° 2,7907;92 - , 163, 648. 78 Y= 2162 02 5S- 16
<br /> , 110 A = - 0° 27'02 ' 6 = _ �° 2 , �153.�49 X' 6, 350, 7
<br /> #26 >- 5 S- 9 - 0- 26 ' 57"' Y_ 52.33
<br /> 2' 159, 968. 65
<br /> AVIA 14VENUE 3 Y_ 2'1696 8o 9 ' ` 0°26'52 U
<br /> 803• STATE
<br /> � o S' 170 26 40"E A= ' 0°27'22,• 71 S. 23027".34"E. 1630. 02' HIGHWAY
<br /> 14 62-461 s. 17'14-51 2287-72 -' N0• 99
<br /> m' 3
<br /> � oa 'o W SOUTH 99 FRON7AG287 72 '
<br /> soGO �POF' o o Q � E ROAD •
<br /> �Q h� N y 99
<br /> �� v Lu
<br /> o
<br /> 0
<br /> z c
<br /> Oro- a o
<br /> ° ac
<br /> FILBERT 0h �' a
<br /> Q
<br /> STREET pAl
<br /> �
<br /> 5 S-- 7 5 S- IOA 232 OPO
<br /> Q- X_ 5S-10 NOT FD. d 3 c 5
<br /> Y= 2, 374010. 65 SET IRON PIN
<br /> 0°27, . 94 X=6 ,346,010.51 J °
<br /> a
<br /> 37 Y= 2, 168, 966.15 6��'• / \� �0 �6� RECORD_ 0° 27' 28" ,� . . $ OF SURVEY
<br /> '� 62 \60 2� Za TO ESTABLISH CCS 83 COORDINATES FOR PORTI❑NS OF
<br /> ,5 6 y 0° THE CITY OF STOCKTON TRAVERSE CONTROL MONUMENT
<br /> 6
<br /> "� 0� o SURVEY PHASES V, VII AND VIII,
<br /> co WITHIN SECTIONS 5, 6, 20, 32, 33 AND 44 THRU 47, C.M. WEBER
<br /> GRANT, AND SECTIONS 5, 8 AND 9, T. 1 N„ R. 6 E„ AND SECTIONS
<br /> 19, 29, 30 AND 32 T. 2 N„ R. 6 E, M.D.B. & M„ CITY OF STOCKTON. AND
<br /> v , Zo F, Opp• COUNTY OF SAN JOAQUIN, CALIFORNIA
<br /> _co
<br /> N
<br /> C:)- FOR THE CITY OF STOCKTON
<br /> Go0
<br /> DIAMOND vi 19
<br /> WONG ENGINEERS, INC,
<br /> 9
<br /> ,�a2
<br /> �
<br /> , a b 5 MULTIPY DISTANCES SHOWN BY 10000653 TO PLANNING ENGINEERING. SURVEYING
<br /> STREET Gj � ro��6o,L1 a OBTAIN GROUND LEVEL DISTANCES. D ' STOCKTON, CALIFORNIA
<br /> SEPTEMBER 1995
<br /> ( D. D. SHEET NO'S 31, 32 8 35 )
<br /> �0' SHEET 2 OF 4 SHEETS
<br />
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