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1856 000 1858 000 1860 000
<br /> 1862 000
<br /> RECORD OF SURVEY MAP
<br /> ' r4'w91 004
<br /> OF A PORTION OF THE
<br /> o �, Jd,i�,.4f i1Y =�'��,�� /L•w.� ,�� C A M A N C N E RESERVOIR
<br /> pwl to�w•+� N:Ja C•3/ off. psrf;t lyl!e r/
<br /> `. P R O J E C T
<br /> Twin/O\tk rf� + � �" 1^• 1L.J �et+`S1 NI!•dt'K'M O
<br /> n� 4i� 114 Ls40A Sdc. Cow.
<br /> '�•e0' b
<br /> yt `K�` 'faf N''r �_\I L/u f!/ac�nq Nor/k
<br /> 1
<br /> Q _ _ :� . � SECTION 33, T5N R9E , MDB J� M
<br /> 4 IL'GYk 4J
<br /> Raw-°e •,—•.qN low ufl fac Sou/h
<br /> S� 1 l� s
<br /> "! AMADOR COUNTY, CALIFORNIA
<br /> O Twin/O'Oek- \!O"a'W ' 0 C'3re yl'� \°
<br /> 00 SA fie% ys SOI. /ei��Jarmo M \ I ,a74o G Jif Nr Sh.an 3 1 port
<br /> sSOek /t7/� Y• lzr4lGY e ei J3
<br /> G-3/Brass P/afe Zd
<br /> SURVEY BY
<br /> iG.11' � Y•/64/979.JJ
<br /> _ - i
<br /> NO FOR
<br /> EAST BAY MUNICIPAL UTILITY DISTRICT
<br /> 'trig --- --
<br /> C-32.'4 z'xP i -E �"� 33 - T Leeae7.47
<br /> •E - Appnox
<br /> Y a9">CB�B90 •OS /� ns �B 500'_5! 57 '/y �. - o Con./B�Mafhsri
<br /> ?e9.el'
<br /> X.,eJ7 ,on
<br /> __.
<br /> S 89 ' o z/ wc4 S ,o
<br /> Gaf->rb:/e ZGQ.77 �29 °rR,dgr
<br /> J . D. DeCOSTA CHIEF ENGINEER RE 96977
<br /> -z/ i��32 / t� e /La
<br /> /3?5.39 7.119_-r;l.9,9s..0.0 /3ZS.39
<br /> .•!eJG 47o.0 Y=iti 3/F.ZS
<br /> NO RECORO J .C�/ 1
<br /> V Cor.
<br /> SEE NOTE 1C SEE NOTE aC
<br /> �n . x•Bei e/o.77 Y=13'9'7t'3.4/
<br /> .9 Col
<br /> .f,
<br /> X./BJ9 3P0.e7J Y. G 37 420 e7bs.e y,
<br /> Y. 637 3/S.37 (il'A:/Aq Junvey, /eJJ/
<br /> RROLAeCr BOUNDARY
<br /> IL
<br /> s a..gh
<br /> ti NOTES:
<br /> r4,�,
<br /> v v 1 . Bearings, distances and coordinates shown are
<br /> d6 ar
<br /> b
<br /> ased on the California Coordinate System Zone 3 .
<br /> IO`00k � y c
<br /> N SEE NOTE /A
<br /> Multiply distances shown by 1 . 00005254 to obtain
<br /> /( 0
<br /> Y,-436
<br /> x ay6 ,&-D.G4 , ground level distances .
<br /> S 89"SG 3/ E EG SZ.8G 43,;j '
<br /> 0 X iGJ4 SL3C�G. �' NW 326.<t3• - _. O ' • -.._-_.__ 9J 3
<br /> CD �,G„si4_, co,Cn.Jif a/ bass of x /8J79BG.o7 ( �, - 2. Record data shown in parentheses .
<br /> 8'Hiyh B/uf! Y' 694 40/. 97'
<br /> 2 v 479c s</ /•z
<br /> 7 / SEE NOTE IC
<br /> K, �it'g5YS ; a �' `� j 3 . Data shown in brackets Is taken from the Official
<br /> of Nw I a Public Land Survey.
<br /> �L
<br /> -- -
<br /> 4 Monuments set b y E 6MUD surveyy 1961-1962:
<br /> A . Corner marked with brass pin and cap.
<br /> ° o B . Corner marked with brass pin and cap in
<br /> c ° rock mound.
<br /> C . Corner marked with brass pin and cap in
<br /> rock mound and steel fence post .
<br /> SEE NOTE
<br /> h/CoX/./Q•{rLGoEn�9./4 `1i1�jc`S3��` � //e?9.34f../s 5?73. 76 `c �'_,1ec3t3a oc7/9e9sso
<br /> f✓d NOTE 01�1
<br /> %4 Con.
<br /> ckMd
<br /> Jef/•p ��`n� J.f N.Jn_o� '%z..�z_oo-,f�___-. D
<br /> r nermar e d w
<br /> i t h brass pi n
<br /> 14 Z and cap and
<br /> n71'•aIs 09e.09 4737a
<br /> S69Q9 steel fence
<br /> post •
<br /> - - -- - - --
<br /> es'e c 4719 e46 26/9. 7 47x7 k Nsk
<br /> 42J 7-Y
<br /> - 5. For Horizontal Control Scheme and data, see
<br /> C33A
<br /> X•iJJG097112 Dwgs . 2 through 5
<br /> ' Y• 634997 f1
<br /> .w'•/BL/714 39 �'s' /j1a�D
<br /> Y- 63492/ i2
<br /> 33 5i3Of' 6. This map is a photo reduction of a portion of the
<br /> EBMUD Camanche Reservoir Project Boundary
<br /> /t'•/2-poo/
<br /> 9AMERr Er Ac p ' Survey Dwgs . N-421 .
<br /> S49.// Ac. �9 n
<br /> 0 ti
<br /> O Q) "LP.
<br /> Z V v o FB 41, 2T42, 2747, 2748 and 2749
<br /> Cl p ti Ohm & Raab Survey of a portion of Sec. 26, 27 & 34,
<br /> 5” Mir T5N R9E dated June 1928 for Pardoe Estate
<br /> C N e9'.�o'33 yY " Dwgs. 4415-G-2, & 2. 1, Properties: DH 4597-40-3 & 5,
<br /> x /e60 2e4 eZ
<br /> Photo-Contours, 4419-G-1, 1 . 1, 1 . 2 & 1 .3, Horizontal
<br /> Y' 13/944/.1/£ �.-IIA- RJp
<br /> N•Sh 949 S 3
<br /> k. Control Tabulation Data
<br /> d72i',4
<br /> a Y• 633 GJJ.3G
<br /> NOTE
<br /> Bra�,ny shown
<br /> me was de fr�min.d by •�
<br /> h�/enq /s, //,r foundaC:ne1� Go/,Vs Er 61X ti 0
<br /> Sia.3t(4760®)!fhr Ch'f Mon. � .m
<br /> SO./9 Ac.
<br /> O �
<br /> I
<br /> 0
<br /> > ti o 11 11 16 33 32
<br /> t
<br /> SEE NOTE /C � _
<br /> ul yZ9� �
<br /> Ns✓d int o//roar ndyr Q/d Roo 33 34
<br /> X !in<r/bson°duc C'33C r tp o li 20 21 22 23 21 31 3S//omrnraxSe%,a!KBsi,TeC§osrG.Za_7�/ 1 r..tGare 4e`v G ` \ (22scnEJ `f � PGS944 v:jes9?�szz 4rrP7
<br /> 53 E ✓x,./seicro 4Pfe .92o� 2G 63. /5
<br /> K
<br /> 36 ' —
<br /> 3TS 89 /5 /9
<br /> ale W,47
<br /> 33
<br /> ilLJ4.44 (--,4 r � p"ER 2623/6G/954 Gz
<br /> 99¢.92 v• csr 414 es ---
<br /> 4
<br /> /fr/d YX/•soCB�r Eml.
<br /> h / J , S8.2R3a'�'•
<br /> �-•.3lsGeof/�/oA�M`°acerne/rT,d. „1 I
<br /> --'
<br /> 2-1ref /r r 27 21
<br /> 40 C%. j8[40 Ch.J 474z sof S? ?e743
<br /> Gd P 433 09 N•Q42oJ9
<br /> CV sans Cins Podu<ed 3 NI/d fies 0/ton Cor. 1211BOC0 30� -
<br /> -
<br /> -_
<br /> I
<br /> �Z NOTES:
<br /> - --
<br /> I. Shoat 1 consists of an Index i affidavit shoal.
<br /> h�
<br /> v _
<br /> 2. Shoals 2 through S consist of the Horizontal
<br /> Control Schoraa & Horizontal Control Data
<br /> Tabulation.
<br /> INDEX TO SHEETS
<br /> 500 0 2000
<br /> SHEET 21 OF 37 SHEETS
<br />
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