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4V
<br /> — — S 89'41'37" W 2638.82' M — 7Described
<br /> _ NE Cor Sec. 26
<br /> ( ) _. N 1 4 Cor. Sec. 26 N 89'39'33" E 1318.30' (M) = N 89'41'34" E 1320.10' (M) Fd.• 1/2""Iron Pipe
<br /> NW Cor Sec. 26 /Fd.• 2" Iron Pie Fd.• 1"Iron Pipe (No Tog) N 89'5630" E 1319.50' (C) E 1 16 Cor. Secs 26 23 N 89'42' E 1319.83' (8)In Mon Wel/ p Per Ref. A F / " / N 89'56'30"E 1319.50' (C) (No Tag) (Loose)
<br /> ( )() Fd.• 2-1/2 Bross Disk Per Ref. (A)
<br /> Per Ref. A os 4"
<br /> 3 iron Pie /n Monument Well/ p 3/4" Pipe Per Ref. (C)
<br /> Per Ref. (C) , Stamped IS 6314"
<br /> Accepted as E 1/16th Cor.
<br /> I Monument No. 1111 Per Ref (/)
<br /> LEGEND: RECORD OF SUR VE
<br /> • Found 3/4" Iron Pipe per (D) (E) No Tog
<br /> A PORTION OF THE SOUTH 112 OF THE NORTH 112 OF SECT I ON 26,
<br /> Found Sectional Monuments as noted I TOWNSH I P 1 SOUTH, RANGE 7 EAST, M. Do Bo 6 M. , SAN JOA OU I N
<br /> O Found PK Nal/ and Shiner (A) I COUNTY CA L I FORN I A
<br /> O Set 3/4" x 30"Iron Pipe & Plug LS 7698
<br /> 4
<br /> SFN Searched, Found Nothing SCALE.' 1 2D0' DECEMBER, 20'06
<br /> (M) Measured on this survey N
<br /> () See reference
<br /> PREPARED BY
<br /> (CALL) Calculated from measured data MID– VALLEY ENG I NEER I NG
<br /> R.S. 6-291 Boundary Line I 11117 L " S TREET MODES TO,
<br /> Boundary of survey outlined thus
<br /> Sect/on/Eroct/on/ Section LineworkI$3 j�j(�� f �/ j�j f J, �� I CALIFORNIA, 95554 (209)
<br /> Ponce/ Llne m 526-4214
<br /> Rlght-Of-Way �
<br /> I.N. Instrument Number o 0
<br /> R S. Record of Survey z BASIS OF BEAR I NGS:
<br /> \ The bearing of North 015721 West between the found South 1/4 Corner and the North 1/4
<br /> REFERENCES: I I SCALE : 1" = 200' Corner monuments establishing the North-South Midsection Line of Section 26, T.1S., R.7E.,
<br /> o M.D.B.&M., as shown on that certain Record-of-Survey filed in Book 35, at Page 14, San Joaquin
<br /> Q
<br /> County Records, was used as the basis of a// bearings shown hereon.
<br /> (A) Book 35 of Surveys at page 14, SJOR.
<br /> (B) Book 28 of Surveys of page 2, S.J.C.R. -�
<br /> (C) Book 25 of Surveys of page 121, S.J.C.R.
<br /> �Q
<br /> (D) Book 18 of Surveys of page 87, S.J.C.R. I Q SURVEYOR 'S STATEMENT:
<br /> (E) Book 18 of Surveys at page 53, S.J.C.R.
<br /> (F) Book 13 of Surveys at page 123, S.J.C.R. N I I N This map correctly represents a survey made by me or under my direction in conformance with
<br /> (G) Book 31 of Surveys at page 99, S.✓.C.R. N the requirements of the Professional Land Surveyors' Act at the request of Triple H Forming
<br /> 3 3 S 89'3838" W 1320.64' (M) j N N JAMESDN ROAD
<br /> Corporation, in March, 2006.
<br /> (H) Book 26 of Surveys of page 74, SJ.C.R. '� — — —
<br /> (/) Book 36 of Surveys at page 23, S.J.C.R. N -- A 13.00' offset exists from 1305.63'(M) DETA /L r' `� 3 3 S 89'38'38" W 1321.35' (M) TH LAND
<br /> the 1/4 Section Line to the -- — 4 R : Doted this day of DL.CEM959R. ,2006. t0 S(f
<br /> r, ,, h westerly boundary of Parcel �- V N To N 1/16th Cor �� P Aut �G
<br /> r' f J\JW f �l , o 0 2 per area calculatlon to SFN '� V� v, SFN �✓ �� ��i ��
<br /> S.EC �' 2 Z meet the "20 Acre" Vesting / N792028 N o • ..,�
<br /> / \ � M ,,,� � � N0.7698 � O
<br /> • " 41 Calculated Position
<br /> Deed specification, /.N. WES7Z�RL Y L1NE 8.28 o No Ref. P.
<br /> EXP,
<br /> h 01167218. Ho/ding the area Z 2 N PAUL GN/PP P.L.S. 7698
<br /> o REA CALCULA TION --� ,
<br /> f � -- f 2 3 calculation would create what ! OF 20 ACRE '`'�' 15'(C) !,`cense Expiration Dote.• 12/31/049
<br /> g physically appears to be an PARCELS 4�1/4 SEC. ► ��
<br /> encroachment into the LINE
<br /> \ I.N. 01167218 / 0 C�q�V�
<br /> N 01"4224" W 2642.92' (M) adjacent westerly parcel I
<br /> N 01'42'1.3" W 2642.50' (A) �3 /.N. 01048972 /
<br /> Line (dashed) as shown on R.S. 6-291. -� -� N // � 13.00' / i
<br /> Not accepted as 1/4 Section Line per this (n // — _ _ f �- — COUNTY SURVEYOR 'S STA TEMENT: RECORDER 'S STA TEMEN T
<br /> 10
<br /> survey and also per Ref. (A). N i4 O // ^ M
<br /> See Detaf/s• rl� / / / This map hos been examined in accordance with Section 8766 Filed thisday of ,200x otq;y In
<br /> W / r, it 3 of the Professional Land Surveyors Act
<br /> y� j j�J j , �• Book_&of Surveys, of Page ,
<br /> S 9(v 28 N Dated this ¢ day of T/}NVgle Y ,2007. at the request of Triple H Forming Corporation.
<br /> It � O 'V
<br /> NN I 417& '�TPER � N .
<br /> +\ I� RE'�O�ED --SANG DE` o Fee Paid Yom'
<br /> 2 V f o o PER R S' l O>>67,2j8 Z N
<br /> m Thomas R. Firm, R.C.E. 23341
<br /> Z 2 tit$ G 291 �1¢7J�'•`' ---�N 7g?O' " - _
<br /> 28 ly Registration Expiration date.• 12-31-07
<br /> oe
<br /> (-:2 1A
<br /> a3 ys Perr16�218,ao``-- ` �-a ��� GARY FRE AN Y ,45' frl#f/DEPUTY RECORDER
<br /> 1167218 rce/ j> N792028"W ��� :° '�• 'G" ASSESSOR-RECORDER-COUNTY CLERK
<br /> DETA I L .� pance12� � � ��
<br /> 15,(C) 15.38 cc it,
<br /> CL
<br /> / 1/4 NO2'0328"W I DOC 84 200T 003foi23
<br /> WESTERL Y LINE SEC. \ 18750' N 89'35'01"E * 9-_30- 07r * Tw
<br /> ` 01/05/2007 09:48A Fee:7.00
<br /> AREA CAL CULA 77ON UNE N 89'35'01" E 1317.43' (M) � 15.41' S �' Q, � Page 1 of 1
<br /> OF 20 ACRE PARCEL--� �,4�, �� Recorded in Official Records
<br /> t I.N. 01167218 1218' 241.25'— 150.50' 299.69T 615.93' (CALC) F OF CA GARY County of San Joaquin
<br /> IV02-0328"W 784.15' 941' 250.67(M) 150.0(D) 300.0(D) 615.82 (E) o� V N Assessor-Recorder Clerk
<br /> 250,61'(D) Z� Paid b SHOWN ON DOCUMEN
<br /> � 2.12' 065' � �3 J I I I v q V I N i o y T
<br /> \ BOUNDAR Y I,N Q I U�. ' 3 m
<br /> \ � / U �N cry o
<br /> W 1/4 Cor"Sec. 26 R.S. 6-291 , f J I�
<br /> Fd.- 2-1/2 Bross Disk Per Ref.(A) r- o^ ^N co 2 0
<br /> In Monument Well `D N 2 o
<br /> N CE 1 16 Cor. Sec. 26
<br /> Stomped "RE 9338" " 2"�r� f -' 8 � Fd.- 5/8" Iron Rod o o ~
<br /> Per Ref. A N 89 36 53 E 2642.77 (A) N 89'36'43"E 1322.70' A I I : N 89'36'43"E 1322.70' A
<br /> ( ) � ! ( ) � Per Ref. (A)(B) ( )
<br /> N 89'3643"E 2642.76' (CALC) _ ;'�— _ _ y 1322.97' (CALC) 1/4 Sec. Cor. to 1/16 Cor. _ _ •'= _ _ _ 1322.61'
<br /> --- DETA I L SOUTHLAND ROAD N 89'343" E 2645.58' (CALC) -- '' E 1/4 Cor Sec. 26
<br /> / 6' Fd. 3/4 Iron Pin
<br /> 7C 1/4 Cor Sec. 26
<br /> N 89'36'43" E 5288.34' M & Tog (Illegible)/ r I t v SFN (Co1c. Poslt/on) N 89'36'53" E 5288.17' (A) Per Ref. (A)(8)
<br /> NN
<br /> BOUNDARY
<br /> RS. 6-291 '*4 I
<br /> Per Ref.
<br /> \ ^/4 COR./
<br /> �\ 11.49'(CALC) (CALC)
<br /> 11.63'(A) I / S 1/4 Cor. Sec. 26
<br /> i
<br /> Fd.- Bolt & Washer
<br /> In Monument Wel!
<br /> Per Ref. (A)(G)(H)
<br /> D.D. Sheet No.- 46 • Job No. 05297
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