|
1844 000 1846 000 1848 000 1850 000 1852 000 40
<br /> Go
<br /> •
<br /> RECORD OF SURVEY MAP "
<br /> OF A PORTION OF THE
<br /> wb
<br /> CD
<br /> �,� M'yt CAMANCHE RESERVOIR PROJECT
<br /> CD crc 9a.t!
<br /> 00
<br /> X•`t" " ; s.°:'°:E `�
<br /> SEE NOTE aA SECTION 7 , T4N R9E , MDB & M
<br /> N lt�.ld' t '
<br /> NW Cor S it o/Sit 4o1'3 /LS
<br /> X:/844 591-84 C-40 Brorr P;n Cw. Y' #i
<br /> Y, 628.003.6% ,- X,
<br /> /4T 44 f35.26 Sd Alutiq N,. C
<br /> IISAN JOAQU1N COUNTY, CALIFORNIA
<br /> - aEcc./ 4,Pin
<br /> R8E R9E 0X•1644 BG5.60NJ I
<br /> I �" Y. 6P79T /� SURVEY BY AND FOR
<br /> i� nC-4/A EAST BAY MUNICIPAL UTILITY DISTRICT
<br /> a of /tial / EAST TI ,
<br /> h� a
<br /> Sr/4•d pos/w/brass Pin �;h N�[!! I /O/,62 ch.J
<br /> in cfr. on rave/mound/9G/�,V ti Cor
<br /> 5rcrloN9 Co.e. �� O =Y--iB°S 6'S./g t- 1646 003.47 !6/Cr R CNJ x•.�¢7 3rs.6. 5 a J;o/'off ,¢�,r. - J . D. D e C 0 S T A CHIEF ENGINEER RE 969
<br /> ti Y 627923.OB--- Y.
<br /> X-/844 LLL.76 �. / l'- G r7 29 F�•
<br /> _. -
<br /> Y 617344.5% � '�
<br /> car. Sr/of retard dirfan __-
<br /> FdX•S/t6rea4p4�/Gr/oR4njy,.JN6/r4 7/_°2 d"/729'-'' \I',-67-7 C;/-r6'6-
<br /> ._7 2• /3Bn(5?,9.BP¢.Q 9/-I.o-t5b)o.._ Y-+''•0-693)
<br /> 7_a35d9G1739.72) .P-6'•"oA•\..a.c.f y,�`�`r.e`i;i Edn W'd✓�''•-/1rg68n
<br /> 2t4t6,�'8_•p793¢.3
<br /> 5PL
<br /> ..36 6B---1III-----------/-9--2 5 3-7-. -C---•�/•A �II x•--1-8 4. 9_Hu Hr/d _... " ' N. . I I 49971.2Z9S
<br /> •/-8'-$._•6,6_
<br /> s�X/
<br /> N•r BX5rJ%S/s'B/4Jti.rSLs/9QLos'90S._9J//�7
<br /> rta"•
<br /> //tG`_i
<br /> /lr,nB'1r'
<br /> Posf
<br /> I'll- s/ap ion and '05 -E '2o4a
<br /> lr w/ S%G S/2/57. I? _ a 71
<br /> O .eJ S 6N /2yE, 84 AC.
<br /> c E 6
<br /> a
<br /> lopN85 03 4ZcY• 427246.71 586.60 000.0
<br /> r•/eaa6/a.ea 00
<br /> 62T 6 Lne40A _6P5/._Z31-
<br /> -
<br /> ..
<br /> YO•Rco"acdor
<br /> N459 O s,% e! F 4 •,1I
<br /> 172
<br /> 4M792ip(nne e 627048.73 orJ
<br /> on
<br /> P^AP °ho o4n78w.//7Bn P"/
<br /> NOTE n
<br /> O r-cac331i®"
<br /> syr vc x' NOTES:
<br /> CENSER LINE OF MOVE LUMNE pIVER V rr lr' F O/d wooden fncr p� I, B/aaad 90 Oak
<br /> AS SHOWN ON PHOTO CONI OUR 19 S6e'Jr OS" 40.71 Ac. '7I QO.8.3 AG. `V
<br /> MAPS ICOMPILED EANDEBY PHO OO RA M- ',0 - ' i, ��- o„
<br /> MfT RYI. MEANDER LINE WAS
<br /> ESTABLISHED BY SCALING COORDI- i q. y (�
<br /> NATES AT CHANCES IN DIRECTION. ,� 5bg015 h/i' ♦; -'off`� \ wI\ �h It I . Bearings, distances and coordinates shown are
<br /> o *'•I" FdN°I' n �� '� lh C47C = rd- `�` based on the California Coordinate System Zone 3 .
<br /> h X /BS/_/9s.Z7
<br /> C=) Q°, Al I\ seerrilf `°lseeSr /E '�` Y `tai"gid Multiply distances shown by 1 . 00005254 to obtain
<br /> '1 \ ;oiz'��°� a.��raG�� + I ground level distances .
<br /> N hi ofQt'
<br /> C 42 O Bi ass P/a/i ryI PC Q t
<br /> N � < M� car-- x•/e4e soa.c/ _
<br /> _xr_LBd3__4B.7s �' S_a/' Pt N Y•LZa 093.S4 P.7
<br /> Y- Gr58,.7taJt'.1- . Sr1N;sh..�«..,a•,'n J) P/ X 2BA 2. Data shown in parentheses is taken from G . A.
<br /> O 4 4"Car.Paf! s Par/
<br /> v
<br /> ~y/G Atherton Survey No. 2866•
<br /> res/r'a.s7x dN rsn.e°car.Por/,n cant. Y• cfs Allo 3s/925 OBi I -- -- -- Lf 27?•A/320.,�o ` -- � P� - 3 • Data shown in brackets is taken from the Official
<br /> G 5 957 GO o f/e/d 4-4Pos/ .,:!; ase,re {ar Line PBNE ;n Fd rYddow= "rB Public Land Survey .
<br /> Ilk • 625 LOS.4/
<br /> �I �� 4. Monuments set by EBMUD survey 1961 -1962:
<br /> iA. Corner marked with brass pin ,and cap.
<br /> B . Corner marked with brass pin and cap in
<br /> V C-<PBr. Pin h�j I 1'E Brat°Ain. v n� \
<br /> Nl X•/ 49//74! °l
<br /> r•/ess9rsso_ 1 M I r•czsastJz O I \ rock mound
<br /> o Y.-L1S1,4•B9 6419 ' \ ° ° C . Corner marked with brass pin and cap in
<br /> Sov•sBi4'Ej- ��p � � h) N-250 Cona Mon. Y, O
<br /> o% GEORGE R. 846665 INC. Y•ttsoot.ra
<br /> L/O3a-• �� 4- PBt.70IAc. { rock mound and steel fence post .
<br /> C-4ZA 2"LP i IM tips
<br /> _K•/Baa GS fent°•� � Q Vk tl 21/1 OR 360 I D Corner marked with brass pin and cap and
<br /> •Lta i!.? iY Mednderin9 Ax/1 TP p° liner line
<br /> steel fence post .
<br /> P1.M N/s SBB',5G !1 •E !Y-3 /0 6Y-31A 519A.67' I I %a Cor.
<br /> _ Y•c?4 G�4 fs.t -
<br /> P/C Se/Nai/ �" S 88"56 3 I Pt• n'•-!/A
<br /> + 5/ - - x•/e /fit s.so
<br /> ' Fd.r'If N<,d or Horizontal Control Scheme and data, see
<br /> O ra'ao:.d
<br /> 1 0 of r fo,d /524.76" �- r-- - - S B8`66 921 E 26 44./6 I r• crssso.ci D W g$ . 2 through 5
<br /> ti / /322.O8'
<br /> Oak ► P1.M Nr0'SG"49"E-
<br /> hl SM S<I MaAr! I I I N i SA. Tao aI I'•4-for.Por/ /Ol./O' C/4 /322:
<br /> No.6r c~ D o Y V, -Q Brors Pin
<br /> {ti.�asa /lsr4BrS/nom 6. This map is a photo reduction of a portion of the
<br /> IL !,h N+/
<br /> OJ`+t`` I 4o `N Get ,` 1�♦ I SEE NOTE 4A I =4 p J' � Lta ss.e9 EBMUD Camanche Reservoir Project Boundary
<br /> 'r Al
<br /> I I ti Survey, Dwgs . N-421 .
<br /> ,,N� �w p� I � I C•41 F eras P/n
<br /> 1y O X.104.9 071.a7
<br /> REFERENCES:
<br /> �•I ' w`" I q�� `� FB 2744, E. B. M. U. D. Survey, April, 1961
<br /> PRO✓ECT BOUNDARY I \ Prelim. Map of Incompleted Survey by Chas. H.
<br /> Nr/d/r'•/r+Par/ I �5 '/ .r•r I ^! Widdows for George 'R. Beggs, Inc. (Dwg. 1199-R)
<br /> X: !`rL,l FdX� f','�,;N</d G. A. Atherton Survey No. 2666 for E. Van Vranken
<br /> N89<3_' o6"w - - - - _ W I Survey for Camanche Gold Dredging Co. by W. H. Ralph
<br /> • /33 0.35 r10' -- -- --+- r/��a,. : test rsl,r
<br /> - -`•'= S 88" 4 48 E r• cr!err.c!
<br /> 44 i4/.7 �nrrenderiny Fiece x---,-- � � 1 f7r'�s fin C. E. (D w g. 4415-G-19)
<br /> ZG•44 Or,Pi/r Ste%SEE NO IA /'•322•'9`5 SEE NOTE 4A 1322.95' \-�Y�/23 336"./B g
<br /> a• 048 r,'/G I 7L 6 Dw s 4415-G-3, 24. 1, Properties; 4416-6-4 and 4. 1,
<br /> X•/648 07 /
<br /> sr,? 6. L Q�1930..Q4 Mist. Surveys; DH 4597-40-2, Photo-Contours; 4419-G-1,
<br /> r. cr!r.9.ct
<br /> 1 . 1, 1. 2, & 1 .3, Horizontal Control Tabulation Data
<br /> IWO.Car.
<br /> p x•/fi oo G7
<br /> � ( � � w O x•less o. r
<br /> r•s r c7t.
<br /> , I I I\ � ry� JM'I!'q/t 1�` tN•M pt•t I
<br /> J
<br /> .w °s 11 11 16 33 ! 32
<br /> O s 1Ms Fd 4Moe A" 1 /^
<br /> I' I _ ...� �. ._... - _-.-_-_1_____ ---
<br /> 19 20 21 22 23 24 34 35 36 31
<br /> P/. w-/ ----__ .__- ---- --- - ---
<br /> N as O. O Fi!/"[P Ndd /4Cor. _- _ ._- _.._-
<br /> Y itt 049. / X. /IId 9Gt.rr N-/ 6 25
<br /> v- crt ots94 N BB�20 98`W Pfd Nir N�/d
<br /> 263/.50 ^_
<br /> (33/O --- c / s!.91 /323.B9 N B8 0 6 ' , o `I R yb K 2
<br /> 13 is ?7373 ) E 6 -- - --
<br /> Cony ul,.0, P/ ;4' C•4{L se. ire KE
<br /> Nd✓/t'•/t• rose Por/a5 tor. " - _
<br /> 9
<br /> x•less so.st / 77 C 41 di P/n ar`�s ter. (/320) (/91Q 8 -29
<br /> -' -- 21 2
<br /> P, set .c 'tri s1Q.Ls i (•,3-9.S5 Ch.J r• er/ 9/.9/ .r• I o• E C/iG SEE NOTt eA
<br /> I , Pi .40o Ndrr•r Car. 14 13 12 11 10 31 30
<br /> EAST
<br /> l r•tr/ 40 Ch. x./s4s a/c.tt --' i
<br /> 99.68 Ch. ` , "PO Nose./a 0"t"&00' Poet
<br /> LT4N RSE T41N RSiE r/estt
<br /> I ^`
<br /> NOTES: •
<br /> MD11aM I. Sheet 1 consists of an Index i affidavit sheet.
<br /> 300 0 2000 2. Sheets 2 through 5 consist of the Horizontal
<br /> Control scheme i Horizontal Control Date
<br /> Tabulation.
<br /> INDEX TO SHEETS O
<br /> W
<br /> SHEET 9 OF 37 SHEETS
<br />
|