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0 1856 000 1858 000 1860 000 1862 000
<br /> 0
<br /> 0
<br /> RECORD OF SURVEY MA '
<br /> OF A PORTION OF THE
<br /> �z_ �rnrr .P.dar
<br /> Appror(Mo,hr:e�,/eG9 b� CAMANCHE RESERVUI R PRUECT
<br /> ' Nr/d inf o/Ant♦ �d
<br /> rrdgs ✓or Gor. 17 NiY �9t'/� X27 B�orr P:o
<br /> X-/66/4<19 04 'Sky Y'•/BG/ 669.05
<br /> -" / Lr �iD G 30 30 S E C T 10 N 281 T 5 N R 9 E , M D B & All
<br /> SEE NOTE 30 21\i( 12�.Rid9! roo..�
<br /> 2116,
<br /> o •r, AMADOR COUNTY, CALIFORNIA
<br /> �� +-sa:•e a K.vocc
<br /> h' 4eZ :V.:/ Nrr °ta 4.60 Ac.
<br /> Arroyo--y,r• X 11959 J."199 X /1959 373/,? c t• Ql a pv�s
<br /> FA z"LP ✓, 64jr//? 94 Y 649/r3:4 S 048 35 /G "6 ?09,5".4920 21 vPt n
<br /> x•/B5G A7C/9
<br /> -__ �Fenc R:d
<br /> h! _ 1 yB36 41 047 "2
<br /> ----_ -----. .-- �5s -5t
<br /> --___ � q` � - �� _ .5,55.,09�_�, 2 3 6
<br /> X46 05
<br /> 0,os Ch. SURVEY
<br /> ` J <'• ' Lam' �•OS �h.�� �G��. .J8 TOT. fe3 Porr � Ap,oro../Whi/Ings Cor /BSSJ 1
<br /> raze +— — EAST BAY MUNICIPAL UTILITY DISTRICT
<br /> 4A/Flor `� � ` C-?B �r•rr.o.:.,a o/d�,.,.oerr x:1061 444.7x'
<br /> Se/Be.COAW/NISh. a� ti x•/B6o /6,4v •Y -643 a6/.3o'
<br /> ISS6 601,
<br /> 0410'.0/cor.Roel[96 \, u' a�'f w ({'Vest 90,f0 Ch.J �!'Yh1/in 9 /8.5s� �'"'o!°- 3 J D. D e C 0 S T A CHIEF ENGINEER RE 9 6 9
<br /> He/S tenet fel./or cor •
<br /> 4—yo -c5sJ/s < \ C,nt Src 21
<br /> qpp
<br /> �x
<br /> O �l
<br /> (f-296 2/P POT NOTES:
<br /> x./196° 1960.4/ ,9 1 Bearings, distances and coordinates shown are
<br /> ✓• 64J 194 J7
<br /> SEE NOTE 3C /V&;p419 C-296Porp1[
<br /> ,55 {'V � ;� X, 161 PO.194
<br /> 2e-3 co, 70403 based on the California Coordinate System .'one 3 .
<br /> J49.76
<br /> pg/B Multiply distances shown by 1 . 00005254 to obtain
<br /> x_�B6a-6cg_s� 767.94' Tor
<br /> Y 641 W.9.-14 219 4 Car /
<br /> +• /,2
<br /> 441,109 316 0.4ground level distances .
<br /> 64/J7 .09 r/`-�
<br /> SEE NOTE 3C (�.,fj
<br /> E
<br /> � � s•o.k A��3
<br /> _ Fe<. P,d9r
<br /> s es'w to-5C !!! 2. Data shown In brackets is taken from the Official
<br /> err or..r
<br /> c Q 36"0.p cz!c, Public Land Survey.
<br /> /4"O.,F IZ 5!1 _ Rarp/[rir o�m
<br /> 1 "'Oi4 +[��o.kr � '^ r� f1�` 3 • Monuments set by EBMUD survey 1961-1962:
<br /> A . Corner marked with brass pin and cap.
<br /> SEE NOTE 3C v O
<br /> y, egg
<br /> h B . Corner, marked with brass pin and cap in
<br /> x./059 B9d 619 O
<br /> 3' t ti SEE NOTE 3C r• c4o9�o.i1
<br /> rock mound .
<br /> w3e�66aa�9 w C-50 71 W-h a C Corner marked with brass pin and cap in
<br /> ✓ 4045076 zB./ Cor rock mound and steel fence post.
<br /> �� ae/3 719-7 cpr �
<br /> /060 6ot./0
<br /> Y4B/4 s./�1•sn - - • - - /V '9_9 08- dw Y 64040499 D. Corner marked with brassP in and cap and
<br /> '_T-�r,•.r.�•w�rr��.y.
<br /> O r coo 4Bo194 a` /329 K�'N�"7"
<br /> SEE DETA/LA steel fence post .
<br /> O �' t" C-3/A r rp
<br /> 0
<br /> C 30 Br<„ p,� N 402 X39 °� 4. For Horizontal Control Scheme and data, see
<br /> � r- G4 n239 O6
<br /> SEE NOTE 3D Wali Dwgs • 2 through 5
<br /> Wil BG064re
<br /> , _6 5. This map is a photo reduction of a portion of the
<br /> SEE_CTE3D30.�"°� ° y EBMUD Camanche Reservoir Project Boundary
<br /> X, ., 31.AJ_70_
<br /> ° Survey, Dw s . N-421 •
<br /> ' N
<br /> 41615 .v.
<br /> II Sh.
<br /> N/S'316 319 10.5/ f
<br /> C-3/A 30"O.k0
<br /> ' Sec. 27 E z8
<br /> DET,1/L/r A ' REFERENCES:
<br /> BA w---Rr ET r4L. FB 2741, 2742, 2747, 2748 and 2749
<br /> A 7-0- Ohm & Raab Survey of a portion of Sec. 26, 27 & 34,
<br /> N TSN R9E dated June 1928 for Pardoe Estate
<br /> o ti Dwgs. 4415-G-2, & 2. 1, Properties-, DH 4597-40-3 & 5,
<br /> Photo-Contours, 4419-G-1, 1. 1, 1. 2 & 1.3, Horizontal
<br /> �4 Wn „eh
<br /> 16-Wh o®� \ Control Tabulation Data
<br /> wr/d/••e {'1 Ne B/ol.
<br /> 1► J.S9' �
<br /> #,5A 7f XJ/=1
<br /> !!S 9��1
<br /> \mob c o4ab
<br /> 1k,
<br /> Y 6!7!!J6 Pro/vcf'Boundary 096-SZ, �.�a�h NB9'S6 3G-IV •`
<br /> \3 0. r
<br /> r—/ONO
<br /> h r r ne o n 1 , _ 9
<br /> �H 4740A .SFe. C0.1. B/�!/ /oem Nor/h
<br /> 3e� n< to ti 16,0.h
<br /> Q ���— .— 1 .__. -
<br /> O -`6I3'M +ii _yti y�9i o9 31` / so�/n
<br /> rW/n/0'0.h 50'0. --J —_� 5 C 31B 1"I R /
<br /> Cb t �\ 5! C.k Y4 f.r. •°wh a.h 4Y 4g6 51 Ms'Sh rep 9.3
<br /> to y ssJos7e5 1S
<br /> 15 0.1k \'.
<br /> C .3/ -08747
<br /> t t0 33 31
<br /> C-32.4r'?P. - 3 • SO
<br /> /B¢j t'4 B/ozod O.k,
<br /> P si' /e» 6'ryh oek /e�.) 11 20 21 22 17 ZI �34 35 36 37
<br /> 29 21 as/
<br /> Y-4 37�4o./e j 2450.77 s
<br /> - 77 .._ --- — --
<br /> /32539' /325. 38 / J a b 6 2S
<br /> 33 C./e./4 far. ! ! �^ R -24
<br /> rSIE
<br /> ',Y 637 77J.17 t3 , NEBrostCR.✓N�Sh. � i9i �1f��3 J 7//tr/Z C.r: `/VO .'�PC•O/'9l f V. 637610.270',
<br /> 1961 NOTE 3C SEE NOTE 3C 5 c q0e w oa iny s.rv.y,feSS�
<br /> x.1 �0, f o° l _
<br /> 5 2T 1e zv
<br /> j
<br /> Apvr° j 11 13 11 l 11 10 31 30 j
<br /> — _
<br /> NOTES
<br /> I. Shoat 1 consists of in Indy i affidavit shoat.
<br /> 2• Shoats 2 through 5 consist of the Horizontal
<br /> Control Schema & Horizontal control Data
<br /> Tabulation.
<br /> INDEX TO SHEETS
<br /> 500 0 2000
<br /> SHEET 18 OF 37 SHEETS
<br />
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