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1866 000 1868 000 1870 000 1872 000
<br /> RECORD OF SURVEY MAP
<br /> 0
<br /> c-/0,l rr *)lee � OF A PORTION OF T N E
<br /> _a a
<br /> ' a CAMANCNE RESERVOIR PROJECT
<br /> sit NOTE 3C fit cr. �o
<br /> z7e.c�,,{ 0 °5
<br /> Ke/ecSECTION 26 , T5N R9E , MD6 & M
<br /> rsoo.se fl,
<br /> tK1 <�pylcrol -, d road A`e1«0
<br /> ?a 51.R/ C,,/i9P4 S &9 ' 07' OG "E 5?S 29 of d S`e3 A,
<br /> AMADOR COUNTY, CALIFORNIA
<br /> ��A �- r 22 B/6 B'N•T> .!•4B/G C Ni T sJi7 rre "Z E --47>5 F' 1 � '
<br /> • `" Ser,N°�/o.a 8 B Po.F /•� I Z
<br /> � a
<br /> �40 Ch.1 ro cc 7 65 Ch.J 4f C-/Oh! 33o' 23
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<br /> 10,114 Kt Jo.. R.v,vE E° s e,nJJ P,n 39.85 Chi s .' SURVEY B Y AND F 0 R
<br /> ovt.90 rf a 1 l 1
<br /> C'10b.Pit w. neat ."do°a.P<.°. f.°c• ,+• ✓, asi?99GB C,�.-�e�9�1� K N,J'a�
<br /> K•/ (,t N s/°ne. \ � 4 r"/nL9 J37 90 1.%
<br /> �S 99'S2.� 79. 70 h.�
<br /> ✓• ✓Rch.) EAST BAY MUNICIPAL UTILITY DISTRICT
<br /> r c .+r� .frfG.P/.i•i:�vans. 'aE., ,r./9// s .s7
<br /> .�\E. /ro:f i".<�.•oak.nnd _ s r
<br /> p r Ga9/9/-70
<br /> J . D. OeCOSTA CHIEF ENGINEER RE 969
<br /> FMi � � - r• Goa ast e9 r
<br /> h V \Y
<br /> •� � 40.09 Ac. N �
<br /> C-/9 Brim Pin JD[
<br /> X•/d{f fol�/ ,O � No
<br /> r={:raso.rs co NY!{
<br /> O G104 Z'Z 0 W`N°
<br /> CV 533•5/'/0'! �• ,�
<br /> SEE NO sr5-79 /3 5.90 NOTES
<br /> x.rec
<br /> 19 4.4/0s. 7 v/f SEE NOTE 3C Q
<br /> TE 3C oee.o�7
<br /> 0 1 Bearings, distances and coordinates shown are
<br /> PRO✓ECT 801-11VOARY based on the California Coordinate System Zone 3.
<br /> o Multiply distances shown by 1 . 00005254 to obtain
<br /> h o
<br /> ground level distances .
<br /> NAg low ,V 2. Data shown In brackets is taken from the Official
<br /> �oE d►3, • 14
<br /> Public Land Survey.
<br /> 3. Monuments set by EBMUD survey 1961-1962:
<br /> A. Corner marked with brass pin and cap.
<br /> B . Corner marked with brass pin and cap in
<br /> 0
<br /> // 88 49 '.¢ rock mound.
<br /> O..� 325/. (09" evo�aN./s
<br /> r c a�93�ea
<br /> /.3os?' f /30527 ' 2G4/. /5 : C.,r �a car C Corner marked with brass pin and cap in
<br /> Y, c10 B79 Lr
<br /> 43 47,60Hdd as Ya Coee
<br /> f'd �t'arrt/,fod rn rock
<br /> b d4 mnd q•P/rc.d w/Bnn � - - C,i� - -. _._------.. - .__ _--_- y
<br /> 1;40 G0S0a.o2s
<br /> G
<br /> rock mound
<br /> and steel fence post.
<br /> ,a. rB{9
<br /> D. Corner marked with brass in and cap an
<br /> Xe .4�._O/s.G/ r. GIo 77P c6 P � d
<br /> lOaf )'. 610657.BA'
<br /> C /B Brut Pin
<br /> .r•/Bss",e{CD �1
<br /> <Y Y•140 40Z.4 steel fence post•
<br /> C-/ODA r GP
<br /> """�7,994G5 4. For Horizontal Control Scheme and data, see
<br /> � � � r• cso ata.®d �
<br /> o Dwgs . 2 through 5
<br /> SW Ii ,s B p�in CLk Q I
<br /> Boundary
<br /> '
<br /> 5. This map is a photo reduction of a portion of the
<br /> -- EBMUD Camanche Reservoir Project Bound
<br /> i� � 7--
<br /> - ;M
<br /> ^--�{r,,.,in. Survey, Dwg s
<br /> N-42I.
<br /> v 1 6t/ck
<br /> OQrk Otaoro
<br /> Qt h
<br /> a e3•p J,f SEE NOTE 30
<br /> !e'_-• . sin X. lets 7si.c� s/r; �
<br /> eras: a,r,
<br /> S B8 x,/BCB osrr 0._ "rg7r sso.cr:
<br /> ° 50 40 E /SEE NOTE 3Ce P/j �'G3/.74 V r•cl9sec-s�
<br /> p♦ ^(\ /3/5. 87 ___--_._ N
<br /> ArrO��
<br /> : o•`
<br /> � o
<br /> /ef 9 27? REFERENCES:
<br /> 2741,E2742
<br /> .QG..... 'Z. �l REFERENCES:
<br /> /'• Gj9 37I.24 BB°4aJ2•'E ° Y
<br /> �\p• C /7 as / 9 2{04.7 'nr , 2747, 2748 and 2749
<br /> b� Xg ®6,•a5 ,h1/� M ,9 Ohm & Raab Survey of a portion of Sec. 26, 27 At 34,
<br /> h n ss.9 ioo.3rs ��b� �
<br /> � �r o T5N R9E dated June 1928 for Pardoe Estate
<br /> Dw s. 4415-G-2 & 2. 1 Properties; DH 4597-40-3 & 5,
<br /> 1\�ti 6'r,.
<br /> °orvnr� F' o Y-�.�®rrr a{ ,� , Photo-Contours, 4419-G-1, 11, 12 & 13, Horizontal
<br /> �3 °� ti �°` ,'` a Control Tabulation Data
<br /> /I=3n orkid-� �• .lo 0ok �y,
<br /> Ork,�/rrrr ,•/ < om•E
<br /> f t B.°„ �/ i aor. BAMER T ET AC
<br /> �p4 src. C,�t i
<br /> Sec.Coe
<br /> JoX
<br /> C*a 'nJ 10 Finar C.nes � 1.
<br /> Plod cad 'f
<br /> O SEE NOTE 3C
<br /> S/fir/o+. bte yfr..
<br /> /M.o!Ancr 1ner,oroducrd G/c. Y
<br /> .0 �q.G{ 1 .4 a Car. SEE NOTE 3a
<br /> 00 Y= 1ff Sd 'ae3 w; SEE NOTE 3D N g 5T 3P 7 r
<br /> tY1 � x-rrc os 7/ �?/ �"Ill.*o�34}p 430.5.93� s72a for
<br /> !.n r br nr°d and r. - - - x"/B72 09L J/
<br /> /9 ea,4B st1 Cor ro'w/o frtt o nr
<br /> 31 2G 32.97 0/ /roar Nnrr roduud.
<br /> �" i 23
<br /> . !se•E rco�krJ :�� __ - r/os•rvic'w _ __ � 1
<br /> i 11 16 � 33 t 32
<br /> sol•rs•tr•`E o r39.90 Ch) /7s..T7- c-/7AA z•t / I .- r
<br /> \ r./ec9 Ba ar 39.90 Ch. f7rs va sn .e ,r 14 26 ?1 12 23 21 3d 35 36 31
<br /> s7rce cd erariny C-/6A r'r.P ✓• GY799r.J1 '
<br /> 1r°t CdownJ X•less o{s.Bq �i1/eSf 79. 80 Ch.�
<br /> \jay\ C /6 0... vm ,K r, 6!7 err.07
<br /> .`v ''. sd�eo9.cs sa'ok r6ar.». .>, )•t � u6N .
<br /> x Opf R� 26 25
<br /> rtrth Prncr lint prodoced hof °°. C /0 C
<br /> x,it7r 00779 21 21 24 I
<br /> O y< N 11 13 12- 11 10 3130
<br /> ' I
<br /> y'� NOTE.
<br /> '
<br /> 16Oek} { I. Sheet I consists of an Index i affidavit sheet.
<br /> �-.✓ 2- Sheets 2 through S consist of the Horizontal
<br /> Control scheme & Horizontal Control oats
<br /> Tabulation.
<br /> INDEX TO SHEETS
<br /> 500 0 2000
<br /> i
<br /> SHEET 16 OF 37 SHEETS
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