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<br /> 1882 000 1884 000 1886 000 1888 000
<br /> : E
<br /> 0.4
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<br /> °pE` acr. RECORD OF SURVEY MAP
<br /> O 9Y�� Ser Fi ce Posf -'933�,
<br /> N �L�\� 6B4/Bn Fd Sfee/Pin
<br /> �sa�y ` OF A PORTION OF THE
<br /> JJ5,4 is Pit Br.lap,n RK MrM:Meh.L s�i��sib
<br /> N x•/BBQ°,z Bl
<br /> �O Y•il/9/3.26 a X•/BBB 34 .9� \ �
<br /> /V 88°32 /5 "E r. 62?043 ac \�zag%
<br /> (St 8a°//' oo"W 2695. 72 ° ?�3/. } 8
<br /> 2705. 70 �S B8 24'30 6/'
<br /> 9 , C A M A N C N E RESERVOIR PR0JECT
<br /> (39.95 Ch. i /4 Cora (39.95 Ch.J 17 �6
<br /> J / Ne/d !ince /nf C GBC / Pn yam'
<br /> 11.
<br /> CGBA %fPin X•16J714_.Tf J ? PORTION SECTfON 17 , T4N RlOE
<br /> 335 A 1` 8 / as Cor K•/BBJ J7// \ Y 61%99.E 3Q 7 J9t9e3G j M D B & M
<br /> 6°2o veld 9.90 Ch. 19
<br /> f-d Rock Mnd!/"I A fagged . 5759 r-6Y/95S9B � \
<br /> \SID 4 x 4 fence poll' 'S/B Si7 ^ l Sol Bross l .0 N(Sh.
<br /> \ an Con Pm rf./961 c�
<br /> CALIFORNIAX,1,90.1 069.3,9 c 26oa
<br /> - Y•
<br /> CALAVERAS COUNTY
<br /> o�
<br /> i
<br /> � Rock 341'wJ�,�
<br /> ,.� ®"•c'•4'Nigh PSI
<br /> SURVEY BY AND FOR
<br /> o a /2'oet ij� 96
<br /> Oak,b/clad r0'Farkrd � �,�_p.y
<br /> 9 EAST BAY MUNICIPAL UTILITY DISTRICT
<br /> �T
<br /> 14°ak N I� '
<br /> C- J D DeCOSTA CHIEF ENGINEER RE 969
<br /> Y 1 \ tit,C 18C
<br /> 5 Ij NQ h S.�L -C•d,Inc.4or
<br /> aY °` /!-Oak oast 0 oaa \ �9 G'1�B/sud
<br /> A � 444.1.1.1
<br /> Nit ea
<br /> e I\J
<br /> SEE NOTE 4C
<br /> m
<br /> 'Oak N%/6
<br /> /d ? x,/B9?9P7,Q4
<br /> Y. GP0 52/.3S
<br /> 7 ••
<br /> ' Y• d20 590.93
<br /> tn11 N 88° 32 // E 2724 00'
<br /> N_.....-------_----`_-.._ _-_.. +� �
<br /> T"R MJ T r0UNDAR�
<br /> Q N/O
<br /> •Jl 54"W f' 1 N - �
<br /> 1478/' W Y
<br /> CD y° o TO R10E NOTES:
<br /> O P943A, FdUs.Cf"c s. ti MDB&MT
<br /> ° 0 1 . Bearings, distances and coordinates shown are
<br /> `� B.M-, Brmss P/ale
<br /> N Hutson Rd=s ..----.\_ X•,_/893.042.// � based on the California Coordinate System Zone 3 .
<br /> Multiply distances shown by 1 . 00005254 to obtain
<br /> ground level distances .
<br /> 2. Data shown in braces C j Is taken from the
<br /> Record of Survey by Paul B . Russell, LS 2248,
<br /> filed Nov . 1953 in Bk . 1 Record of Surveys, Pg . 12.
<br /> 3 . Data shown in brackets is taken from the Official
<br /> nk.BBI99115 C 114
<br /> SEE NOTE 49 - P u b I i c: Land Survey .
<br /> N 98°32' 07'"E 2603.39 iauaie Russeos(d`y(Na p,n)
<br /> 4. Monuments set by EBMUD survey 1961-1962:
<br /> v4 9 3z o7'E Ca/c Y4 Cor. -- (273 84 �5 88,0s, 30 W .534?.04� If 681 B/Y I? 5,A v�s/B 1154.50
<br /> 0.44
<br /> /
<br /> gs
<br /> x 198?93s; 4B
<br /> Y 6/9/BB./B , s 1T 16 A Corner marked with brass pin and cap.
<br /> Y_6/9 /1. ti B . Corner marked with brass pin and cap in
<br /> Se!,9r-P/a!+i made rock mnd/961 �� ti 2 D 21 id
<br /> _ Fd No Evidence of I 'jt'Yl /ed
<br /> Corner 5°ZG 5a'Sr G rock mound •
<br /> 07 \
<br /> C . Corner marked with brass pin and cap in
<br /> � on Eer//nu prod edh N X•/Bee/Oa:B7
<br /> � � rock mound and steel fence post .
<br /> oD. Corner marked with brass pin and cap and
<br /> ovo ° . 5 steel fence post5. For Horizontal Control Scheme and data, see
<br /> °° Dwgs . 2 through 5
<br /> � � 0 3
<br /> .,e ! C-68 Baas Pin tV ry
<br /> �\ X,1gB5_701.74 I V
<br /> o w Y 6%7897.48 til �,� ! 6. This map is a photo reduction of a portion of the
<br /> "14,31 X90°� m EBMUD Camanche Reservoir Project Boundary
<br /> v
<br /> ,v9 N C•68 Cc,, / Y1"Pin N
<br /> _- -� ., X•6175 72.1.04� Vl o
<br /> �. �. 6„B¢T6� W. o � . Survey, Owgs . N-421 .
<br /> SEE NOTE 4C x,/883 07s,99
<br /> S //6 -Y• a/7 70�_-
<br /> V
<br /> , 2 77 \ r s' s Q0
<br /> x /882195.IN,
<br /> � O 20 21 port
<br /> Y L%77i4.3 \
<br /> /
<br /> O oN'71'E /L3' w
<br /> O \ _ _10*
<br /> _-.i
<br /> __ 2
<br /> �, Fd cN%5h`-W, 2 g ,�,!. J i0' 'f!2 J
<br /> ` REFERENCES:
<br /> on Wis1 ____._._
<br /> r
<br /> I'S.Z 6 fa sr feK.iBBc oos cad
<br /> FB 2760,
<br /> 276 ,3, 2768, 2792 Vol . 210
<br /> Beannyr are by C--j-$5
<br /> o Calaveras CoFB 181 and 175
<br /> \ w ; ,
<br /> Book 1 Record of Surveys page 72
<br /> y
<br /> \m
<br /> 3� "5say1.'o5 Z 000 \
<br /> Id i \ �,Y,�
<br /> DETAIL C
<br /> 58ge,Bi' t�N�g /4 Co, r4N vi°E wo srai
<br /> bl F6�L I
<br /> rg1 y0ytiti1h� �: F 3I BQb 3 C1WYx•p S6lin e6drotc7Pk-3-in.m,
<br /> y
<br /> " d 4
<br /> aaordrao31/ 11
<br /> 668
<br /> 6 S 87° Y / 416/7
<br /> -,9
<br /> 42 23 W 2778.6/' SEE VE B % 8 87°27 X20"W 2579.68'} 17 1680, _t
<br /> 18 \lye- Y (5 88 117' 4 0•• W 2 778.28'} - -- -- 2 1
<br /> C•/7A it vin (39.95 Ch. s a1°/s'J/,W20`yl )
<br /> O 39.95 Ch. 7 i c,nfer 2aJ4.Jr -
<br /> 20 Fen . 79.90 ch.J Fd Na.P sn _ � - --- -- - , - ---1 f ._
<br /> 19 ( 1 - %4 Cor. Sef N e 5h
<br /> �O SEE NOTE 48 (N B9 55 W X/99.1579.97 ��w. \ an Eas! fence produced \ l8 Ii l� �) 32
<br /> �-_.>•. SEE DE TML C ---- --. ._..._-- 131--4
<br /> �s 01 09 42 M' `inf Ne/d 6Y Pau/B Y•Gib 33�.73 ZG J7/4 1 /d N i,5hRuane/% LS 7748 R` ' Pointed 365+19.90 Y 20 21 XlB9e_oo�'.ba ft1 20 21 22 t) 2/ 8 3i )1
<br /> ali 3/O.B9 �.._ Y-
<br /> W --
<br /> til T a7 / owl ; R� t/ 25
<br /> 30 f/it+ of 1 � 4
<br /> ` 2T 2t7 21
<br /> Fd. Paving Na.in can/en
<br /> O/d dfch-� o/paring Batson Rd.
<br /> _12�11� 10 )I )ll
<br /> �.•Evidmce o/ ,"� !+IB - X•/BBB
<br /> 13
<br /> e.rr
<br /> N 0 T ES^ --
<br /> I. Shoot I consists of an Index i affidavit shoot,
<br /> fY Wm�� 2. Shoats 2 through ) consist of the Horizontal
<br /> r. Control Control Scheme & Horizontal Control Data
<br /> Tabulation.
<br /> 4\Y
<br /> ��tql+�`J INDEX TO SHEETS
<br /> DETAIL 8
<br /> NOT TO SCALE 500 0 2000
<br /> SHEET 30 O!F 37 SHEETS
<br />
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