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HomeMy WebLinkAboutrw9_4_504_Page_3SEE R/W MAP 4.504/2 ;'East, 13/>/ 63' Red.per 0 R.7208/l4j ' ,? ej 0,186Ac.iAte. "D �- L 30 3d ,2 PIC. ,A Pot. �ooa�:o sec. 2p ` i 16 I . s �Pl- 02P�aT 9N,R7ilz:, V Por. \ aOV)- 2 7 b �� /72 ' r 5' 2N�amo R M. � � Dv' 19 lAc.* " t- 20 o1-��pc 0 E o d I o`o1 p V qj f ti w a - - � � _N !3©1.b3' Rec. REM. I 73 514AC.= � 0 h N �;, ti 4 6 04 Uj 3 'V REM 2 2 __�_o__-' E 0 11.933Ac = C'"- \ 23 ? D It O Q • �'-- 0 \o` %�lu 1m1x r j G 5.3.0O' Rec. \0 $ y �a• at a }Incn O ' \° _ r (00 N.W. Cot%5ec.2!17 1, NI' _16 S, _ 0 y' 3�0' FrsvateRoad Easewevt Per , N89°25'01 R_efar►ped 5.8Co,5urveyor,78i_6' 8.04' Z2' 183. rIyaaasevN!a r0-P,.o4405aerK5.32/3/. 883.79' r5c3.23.75' 'Cvloi-.- 54' L O —1 I` _ 21 i Z(o�2.2 t Q \ Z../4p o`Nr 5era2 Cap, � 10, N /13 ss 9p i 5��. ,N �° Stamped 15.8.Co. Surveyor, er R.S. 32/31. 30'acce5s easerner,t P reserved to 9roa,tor. -- 394.5q' p=31°3-1 aB"' o N iQ' So. Cal.CcCsor Ca.EasemeMi P189°25'05"E CIO So. Cal. lydasonCo.Easler►menfiperO.R.(o134I22. y �= 16.s29Ac.= Pero-��43/224.I0' So. Cal Ed sorEasew,eY,fiper O.t7.Co734122. r \o6 d REM. 15O'CdI C Iect'r c Powi erCo. Easervieht 150 Cal. Electric �'awerCo. E sew;e,.r'l per0.R.4394/282, i.460Ac.r dt o_ `� Per O.R.4394f28ro. x<r 7 15O' Cal. E1ectrlL PowerCo Ea5ernehtpP,0,RA-394/282 O 30'calr,evP,pel;.,e C'a of e,.P� e1� ;e Co. E► ase-^ent erO.R.13to4/775. 30 CalhevP'Ipe1;,,eCo,Easemer,tperO.R.7364/775, 6' v'� Ease►.,e.,tperO.R.7351I473, p P J 6sT_ �sr 25a D ( 33 2 a� a a ` T E % o° w 0 �\ 26 ---SEE DETAIL I�C�� r N 31 a j A c tj \E.,� f 1 (rot. a+b= .222Ri I O In I \a I 1 1 N M. ��' . 59.529Ac.i \ �Q- / 77 RiE Ac.= \ I � Iiti 9 z 3 �32b oo T. 3 a z \T E� --- - "�J o 3 In ov, w o ►* ro e' n S 0 � 31 b �T E/ tx r a0 rot tap a D tl m . o W '/4 Cor. Sec. 2 P. w/ Grass Cap, Starve ed S.B.Co.Surveyor, Per RPS. 32/3.1. 8948'Z8' W 111 f I 5303.25' 1 2G 51.79' NOTE: Basis of Bearing being the North line of Section 16, T9N,RIW,as S89°28'20"W,pe,R.S.32/31 Boundary closure,, for Sectionsl6ond 21, per R.S.32/31. 5;66 DIETERICH-POST 125 CLOTH I I T 1 '9 V r 8D I v � I � 0 a�w s tj v Z a � v r 0 4- 'Q � ! 4- N � w 4 I0 W a1 � 4- c\l v o In +- +- >w Q- �n _ O 9 p N O 16 _, 15 , 13(o O- - —T\1t. Cor. ec. 1,_ ti Screw and Sta*"red 1 I 2 2 Flash,rn concrete, Per R.5.32/31. 0 i� A'89`48'26"W, /0.00' /V89-48'26'•W, 10.00' i I � I 1 I I I I I 1 I i i- 1 I Ni } 32 a (� t ► N I I j T Ei j I I I 0 31 a�� I 3l i sP 0 m 11`1 I I �I a I� 0 i v0i I Z I \O I , j k 1 } I I N I � � _ I Aso I o '132 b\ o f I � Q Z I \T E Ii a I "1 o r i \\ "W,/a.o0' 3 1 b N89046'26�, .0 \ El \\\ DETAIL 11C1' No Scale E %4Cor.,Se. c 21,2" I.P.w/-- 1 Brass Cap,stampedS.B. Co. _ 5urveyor,Per R.S.32/31. � s NO. GRANTOR ACRES NO. GRANTOR ACRES R EV I S 10 N S SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 44 Winters, Shoren 0.265 20 Barstow Lodge No.1920(8.P.O.E)0,673 MARK DATE DESCRIPTION 45 MocMeekin, Sandra Kay 0.265 2 t Moc Meekin,Sandra Kay 0.542 A biz eo Qa-. Al-.4544 DEAN WASH CHANNEL (Portion of Sections 16 and 21 T9N RIW) -46 Gudel, Milan S. 0.548 22 Goodwin, Ethel 3.900 23 Gudel,Milan S. 2.095 25 Hawn, Alice Loretto 5.340 -- -----_------- 26 Hull,Forrest E. and Kathryn B. 3.908 27 Gidelj, Elio S. 2.002 _— _ 28 Soucher,Clydel C.andMuriel V. 0.023 ENGINEER: K.J.K. DRAWN BY: J.E.D. CHECKED BY: K.W.W APPROVED BY: _ CHIEF ENGINEER 31 Hawn, Alice Loretto 0.222 SUBMITTED BY: CHIEF,ENGINEERING IV1SI6N---- - 32 Hull, Forrest E.and Kathryn B. 0.212 DATE 4-12-78 I SCALE AS SHOWN I FILE N0. 4.504 DRWG NO. 3 APPROVAL RECOMMENDED: F'--L-0-6o co TR5L ENGINEER __ __-___.__