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<br /> U.S. C e G. MON.
<br /> icoo
<br /> t
<br /> 8S- 18
<br /> x=6,32!`827.88
<br /> Y =2,179,887-78
<br /> 8= - 0' 30'03"
<br /> 235 N w
<br /> 0
<br /> EBMUD P1769 + 77.82 8S- 19 --- Pi 8S-17
<br /> OD
<br /> RESET 1991 BY EBMUD X = 6 , 325,784.94
<br /> p X= 6,325,091.74 Y= 2, 180 , 469.2 x= 6,325,785.46
<br /> Y= 2, 183 , 588. 10 ° z W Y= 2, 179, 339.70 3-
<br /> W 6= Oa30' 09" 6= - 0 30 OR 1 . A=- 0°30'04" - M
<br /> Z
<br /> Q (�n/ N W
<br /> J N. 73°05 ' 03" E. ° ^ 8S- 16 SS- 15 oLn co
<br /> 23.4 .64 ' w
<br /> X = 6 ,326 , 006.76 x = 6; 326 , 720.34
<br /> ?h co
<br /> Y = 2 , 178, 626.59 Y = 2 , 176, 491 .72
<br /> P E R S H I N G a = - 0° 30 02" e = T0° 29' 56 "
<br /> N. 16° 4 4' 33 ' w. 318 5.62 . A
<br /> C ca0 N N
<br /> PPS L AVENUE � cvo
<br /> °�° 8S-20 GP N. 18°28'56' W. 2250.97
<br /> o X= 6,324 ,867.26 }. (V "'-N o a Y o
<br /> IN Y= 2 , 18 3 . 519.83 �m 0 1 � A a .7 Z o c,
<br /> a B =- 0° 30' 11 Z W Z F- � > a FR o w ,� rn co
<br /> _ NOTE . 8S- 20 WAS ORIGINALLY W W N J UO 4�� i Q ^_
<br /> SET ON LINE BETWEEN 234 AND Z > '� Q MULTIPLY DISTANCES BY 1.0000645 J cv�� n� o0
<br /> �,, 235. WHEN 235 WAS RESET, 8S-20 p -cr_ Q tin TO OBTAIN GROUND LEVEL. DISTANCE J ca N O
<br /> o IS NO LONGER ON SAID STRAIGHT LINE, co �. z N 8/o/s . „ ev
<br /> o /S �.58�� C) X �/ O P V
<br /> 9
<br /> vi S- 69. co /a h
<br /> J ^ .
<br /> 698. 1
<br /> 2 "K, ,� ^o o�
<br /> GROUSEM�GAWa). co o
<br /> N r
<br /> DRIVE 4
<br /> _ ►y — 0 5 so m
<br /> MULTIPLY DISTANCES BY 1.0000626 TO OBTAIN _ - —. 0 `..81 • K!
<br /> GROUND LEVEL DISTANCES. 1 co N 1 BUENA
<br /> = 234 V) 11 11 11 VISTA AVE. N' 65°
<br /> 00,
<br /> cr EBMUD P1794 + 63. 54 3.3 w
<br /> < X = 6,322,714 . II Z 3• 6,-
<br /> Y = 2, 182 ,864 . II o p
<br /> E) = - 00 30' 27" 1 - o Z_'� a M
<br /> CC
<br /> o �` Io rn i m SAN �° ,n cv(V
<br /> N - -j 4) 'n 0 JUAN CQ rn �/ n
<br /> co 0: 2
<br /> NQ C� N ti o AVE, Z N
<br /> - o
<br /> 0) ro M 1 J cD N
<br /> 1 co cv o co v x } 1j� /�:3 _ V 1`= ..,1 (c c O
<br /> m J o d Lc/ r f
<br /> cn n - 11 co C\r 0 0 h _o (JQ k
<br /> Co x >- m O
<br /> __I � °O V• lam. r 4/ � N �„� _ O
<br /> cz) O C/� co Q: Q M N
<br /> MULTIPLY DISTANCES BY 1.0000630 TO W co W =1i` co
<br /> Z v o
<br /> W
<br /> OBTAIN GROUND LEVEL DISTANCES. a Q CARLTpN p =m M - o
<br /> a — o
<br /> AVE. Q
<br /> W �- — tp O
<br /> 7N- 16 8S- 1 8S-3 w w MULTIPLY -DISTANCES 8Y 1.0000645 I I V _j ,�
<br /> CALTRANS 1627E TO OBTAIN GROUND LEVEL r
<br /> k } 4
<br /> � p v m
<br /> X = 6,318, 995. 15 x = 6, 319, 405.46 � w �
<br /> X = 6,320, 377. 10 i > _j DISTANCES. p 1 �-
<br /> Y= 2 , 180, 113. 17 Y= 2 , 178, 755. 97 J I h
<br /> . ° Y= 2, 175, 666. 08 m u a a
<br /> 6 = - 0° 3056 9 = - 0 30' 52" 3
<br /> 8 = -o° 3o'4s" ? � Z co roZ in �� 8S-7 � -Z\
<br /> U � ,r x= 6,321, 150.81
<br /> J- p - Y= 2 ,173, 340.19 ��
<br /> 7N- 17 8S_ 2 8S-4 cr > a MND oo0; a = -0° 30' 39" I � O N
<br /> CALTRANS 1618L J w _ wN �_ o co m � RECORD CSF SURVEY
<br /> X= 6,319, 064. 68 CALTRANS 1639 L x= 6 320 671.38 Z m � Q- o ti o cD w "'- 11 - Z TO ESTABLISH CCS 83 COORDINATES FOR PORTIONS OF
<br /> Y= 2 , 179, 891. 18 x = 6,320 , 037. 60 w}.. M -0 1 cn (D a m THE CITY OF STOCKTON TRAVERSE CONTROL MONUMENT
<br /> „ Y = 2 , 174 , 692. 50
<br /> 9 = -0°30 56 Y= 2 , 176, 785. 00 6 = - 0° 30' 43" 0 a 1 �° "' 1 � _ 'I 11 1 SURVEY PHASES V, VII AND VIII.
<br /> 9 = - 0° 30' 4 7" U cr 11 11 11 CD v x r J
<br /> °C t- x �- m o a 3 Z WITHIN SECTIONS S, 6, 20, 32, 33 AND 44 THRU 47, C.M. WEBER
<br /> W DESTROYED AFTER GRANT, AND SECTIONS 5, 8 AND 9, T. 1 N„ R. 6 E. AND SECTIONS
<br /> a ? rl
<br /> IS SUR EY c '� O0ac u -( P� N 19, 29, 30 AND 32, T. 2 N., R. 6 E„ M.D.B. & M„ CITY OF STOCKTON AND
<br /> LJ Ll Ll U I
<br /> I R W COUNTY OF SAN JOAQUIN
<br /> -��C. Z v CALIFORNIA .
<br /> ,--� ► �N p
<br /> INTERSTATE i i HIGHWAY ROUTE ; 1 N0. 5 ; 1 I I �`
<br /> N RYDE AVEN U E FOR THE CITY OF STOCKTON
<br /> 7_1 � F—I ° 16049'05N. 11° X44..
<br /> a N. 16° 42' 33" w 0 I-7 , ,. W N. 161169 239' W. Z N. 11 . w' �- N. 72°44�2"E W. 2263. S1'
<br /> E I N. I7 46 57 W: 2069. 8 6 2 383,5
<br /> i`J�� p 118 5.2 6 0 RYDE CL AVENUE u > is ---_____ N ` TRAVERSE PT 8S--TP2 WGNG ENGINEERS, INC,
<br /> 10 Ip a N. 17023' 31"W. cr _j Q = Q 588.33' -- SET CONCRETE NAIL IN
<br /> 8S _ 8 PLANNING ENGINEERING SURVEYING
<br /> S. 16°54'38"E. CENTER. OF SHIMIZU DRIVE STOCKTON, CALIFORNIA
<br /> O � 232. 63 Q U � 585. 12
<br /> X == 6,3 21 , SEPTEMBER 1995
<br /> a. - 784.43 X = 6, 320,784.59
<br /> 0 Y = 2, 171 , 118. 74
<br /> 'FONTANA AVENUE Y = 2, 173,226.41
<br /> (D. D. SHEET NO'S. 29 830) MULTIPLY DISTANCES BY 1.0000642 9 = -00 30 35to SHEET 4 [IF 4 SHEETS
<br /> TO OBTAIN GROUND LEVEL DISTANCES. - S-43059'54"E. 334.91'
<br />
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