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40' WIDE OAKDALE IRRIGATION OF SURVEY <br /> DISTRICT EASEMENT, WELLER P.M. 7-23 RECORD <br /> R.S. 11-180 LATERAL, I.N. 85051263 S.J.C.R. (1) T.1S.,R.9E., K <br /> T.1S.jR.9E.j i M.D.B.& M. " LOTS 1,2,3,4,5,6,19,20,21,22,23,&24 <br /> M.D.B.& M. BASIS OF BEARINGS �" FOUND 1 IRON ROD OF ESCALON RANCH COLONY, <br /> OF LONE TREE ROAD (SECTION LINE) SEC. 23 SEC. 24� NTH WASHER, 1 FT. MAP & PLATS VOLUME 10, PAGE 87, <br /> CENTERLINE SAN JOAQUIN COUNTY RECORDS, <br /> FOUND EMPTY MONUMENT SEC. 22 SEC. 23 N89'41'00"E 2657.38' M 2656.92'(8 2656.4'(A BELOW THE ROAD BEING A PORTION 'OF <br /> BOX WITH TWO 2-FT. S89'41'05"W 2657.31 M 2656.92 B 2656.4' A SURFACE INSIDE A <br /> OFFSET PK NAILS (F)(I), _ THE NORTH 1/2., OF SECTION 26, <br /> I 328.45 (1 1 MONUMENT BOX, PER TAS., R.9E., M.D.B. & M., <br /> ACCEPTED AS NORTHWEST . 1 H . <br /> SEC. 27 " SEC. 26 FOUND RAILROAD SPIKE IN 3 8 7 6 5 Lb 4 3 2 SEC 26 SEC25 REFERENCE� ( ) SAN JOAQUIN COUNTY, CALIFORNIA <br /> CORNER OF SECTION 26. <br /> `73 o NETREE ROAD <br /> M CENTERLINE OF LQ <br /> o, AT 1/4 SECTION CORNER (C). a I <br /> 'n 21 22 23 '�\ 24 0 +---SEE SHEET 3 <br /> P.M. 5-47 "W o 17 18 I 19 °, <br /> $861017 20 I <br /> 749.89'(1) z I 'y o <br /> L4 C10 L3 C11 L2 - C2 <br /> _ a J <br /> C3N51'4218"W ` 32 31 30 29 3 28 27/71 <br /> 26 25 v <br /> v? 36 35 592.52 cNo <br /> L 592.57'(1) N w <br /> N N <br /> y p .� w Z <br /> ca`�t i�in o i,`m i� 40 41 Cl sr 42 rn ,� N =, <br /> hMNOMd :- �t !0toN .--. 37 38 39 \�'s,, 43 44 I � 45 .'S`�' 46 47 48 z <br /> "' p `° N � h E�CALON RANCH COLONY ��. Z �`� <br /> t_j dam- O o N 0 n O Q 0 N ;`� 40' WIDE OAKDALE IRRIGATION <br /> o b0 iv o i• o0 0 �n �n c4 00 DISTRICT EASEMENT, HUFFMAN <y C `' <br /> O 't M 0 M M N LATERAL, LN. 85051262 S.J.C.R. (1) o0 <br /> p � .q py .�� 54 5��°�a^� " <br /> N M.&P. 16J'"�� o� c9 �b 51 50 49 o <br /> 0 56 55 S , a •"� 52 N a <br /> .� 60 58 57 z � <br /> z333WW � WW � � W 59 eco <br /> N <br /> Fr <br /> ©o in ,� `cD•t m N o a0 SEE Q Z <br /> Co N � o ;a Nor N Q d n O DETAIL 68 69 70 71 72 w 400 0 4 <br /> r co 63 64 v o0 65 66 A 00 <br /> It r-r- � ,°,�' o h °° N 61 62 W 'd 67 �' 0 <br /> ZZU) ZZN (nZZN V) ?� <br /> �3 N �, Z z <br /> ,a. 1 inch = 400 ft. <br /> $ 79 78 \ ,(, 76 75 74 73 I <br /> .- o ' 84 83 82 81 o BO 77 6 sr���w <br /> Mph t-00t� w rnMcD p N Z <br /> ON � � r- 0M � 0) 0) 0 d 6'J t` W <br /> 3: (li n r_ VC M i of 4 z z ►i �'�"ssly 94 95 96 o c� <br /> U � 4NNO� N ,_ 00 nr- , c0 / \ <br /> It 40 g5 86 87 88 `v 89 90 91 92 93J L1 Z FOUND BRASS CAP <br /> 911.21' 911.02 1 IN MONUMENT BOX AT <br /> t -�-- 0' A N89'40'49"E 2627.39'(M) 2627.18' N 2640.00'(A) C. ► PER REF1/4 ERENCE NCEO (D)R <br /> S89 40 49 W S89 40 W A 2651.62 (M) 2651.30 (F) 264 ( ) N89•40'E(A) - 1/4 SECTION LINE <br /> � X. <br /> �� O.R. 4086--217 r-. <br /> Z N N in �t o iV in p iV M M 1/4 SECTION LINE ip .�. <br /> N O m tL M N cD 00 d st ►[� �'\ Lp 00 I <br /> zpp r- 0 M "i vi r- in 00 FOUND TWO 2-FT. OFFSET <br /> Mr-r0 ,- lAr m0 * N0 �� l3`.� N <br /> N N PK NAILS IN CENTERLINE OF <br /> STEINEGUL ROAD, MONUMENT c^ J 40' WIDE OAKDALE IRRIGATION <br /> S.F.N., ACCEPTED AS THE FOUND 4"x4" REDWOOD POST C.7 ' DISTRICT EASEMENT, REIGER <br /> WESTERLY 1/4 SECTION AT CENTER OF SECTION 26; LATERAL (I). <br /> CORNER OF SECTION 26 (1). 3 FT. BELOW THE GRAVEL ROAD sSg, <br /> OO SURFACE PER REFERENCE (C)(F). W �6• W <br /> b mt to to0 to Co �t � NNItN 0 <br /> 40' WIDE OAKDALE IRRIGATION - ��> , `�9 F z a <br /> z o; c6 c i n' 6 � � Co F , N DISTRICT EASEMENT, HUFFMAN 6(J <br /> Jr, mt' NN0nNW0mICO 0 LATERAL ui <br /> LINE DIRECTION DIST i DISTANCE 0 P.M. 16-15 C.8 0 <br /> N <br /> 40' <br /> L1 N23'36 56 W 72.52 72.27 W L8 <br /> Q <br /> L2 S69'0014 W 97.82 97.83 z <br /> 0 R.S. 13--28 L3 N64'22'29--W 235,78 235.78 50'--"- I �S �• <br /> t) 0000bb0000o w z <br /> 200000000000 J L4 N89'4658 W 78.45 78.60 0 <br /> 06C;60* 0* cioC5C;(3 6 0 L5 N47'0218 E 30.00 30.00 F- <br /> < <br /> / <br /> a000 ,n ,nu) 00Ln0o c.) <br /> � u� NOr- •- r'� N � O � Z L6 N01*1352 W 310.99 310.99 UJ <br /> L7 N07'19 24"E 37.03 37.01 c`nv Ln � <br /> L8 N65'19 55 E 42.96 42.96 F R�. <br /> V) (D r?9 <br /> N N <br /> WW '- NM �ttl) cDf� 000) O � Z r. <br /> U U U U U U U U U V U _j <br /> ori I <br /> R.S. 15-18 N N DETAIL A <br /> P.M. 10-196 SCALE 1 " = 100' <br /> :: <br /> FOUND 3/4" IRON PIPE 3 FT. <br /> BELOW GROUND, UNTAGGED, <br /> ACCEPTED AS 1/4 CORNER OF SEC. 26 SEC <br /> SECTION 22597.75 . 25 FOUND BRASS CAP <br /> SEC. 27 SEC. 26 6 PER REFERENCE (F). N89'58'00"E '(M) 2597.50'(F) 2597.75'(H) IN MONUMENT BOX <br /> SECTION LINE _ AT SECTION CORNER <br /> SEC. 35 SEC. 36 PER REFERENCE (D). <br /> KELLY ROAD Z o T.1 <br /> SEC. 34 SEC. 35 M.D.B.& <br /> MM. <br /> o � . <br /> N SHEET 2 OF 3 <br />