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<br /> BASIS OF BEARINGS REFERENCES s OF SURVEY
<br /> - RECORD
<br /> THE BEARING, NORTH 0'09'00" WEST, FOR THE EAST SECTION C2) DEED: O.R. BK. 3151, PG. 368, S.J.C.R.
<br /> LINE OF SECTION 26, T.35., R.4E., MUM, AS SHOWN ON RECORD (Courses from this document were balanced
<br /> OF SURVEY, FILED NOV. 17, 1955 IN BOOK OF SURVEYS between the Point of Beginning on the township line _
<br /> VOLUME 10, PAGE 118, SAN JOAQUIN COUNTY RECORDS. to a point on the south right -of-wo line of Corral cJ4 ------ LANDS OF CITY & COUNTY
<br /> Hollow Road adjusted to fit to R. S.1)). '
<br /> (4 DEED: O.R. BK. 211 PG. 100, S.J.C.R. OF SAN FRANCISCO
<br /> .LEGEND '
<br /> 5 RECORD OF SURVEY: BK 28 OF U _ _ 2UU 4UU
<br /> 0 FOUND MONUMENT AS NOTED SURVEYS, PG. 127, S.J.C.R. 100 -- PUBLIC UTILITIES COMMISSION
<br /> 0 SET 3/4"x30" IRON PIPE W/TAG LS 4493 scALE: i inch = 200 feet RETCH HETCHY WATER AND POWER
<br /> S.B.N.F. SEARCHED BUT NOTHING FOUND THOMAS SHAFT SITE AND ACCESS ROAD
<br /> S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> Monuments found on the "T'line of the POR TIONS OF
<br /> O.R. OFFICIAL RECORDS, S.J.C.R. Utilities Engineering Bureau (U.E.B.) City SECTION 35 T 3S R 4E M.D.M.
<br /> & County of San Francisco Field Notes ,9
<br /> 1.N. INSTRUMENT NUMBER, S.J.C.R. dated Oct. & Nov., 1926 are used to com- & SECTIONS > & 2, T 4S , R 4E , M.D.M.
<br /> pute the postition of the destroyed East
<br /> (R) RADIAL BEARING 1/4 corner, Section 2, T.4S., R.4E. SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 26 25 SECTION CORNER
<br /> 36
<br /> 35 BRUCE R. JAHN
<br /> LAWRENCE LIVERMORE NATIONAL LABORATORY
<br /> LIVERMORE, CALIFORNIA
<br /> FEBRUARY, 1991
<br /> /
<br /> C 01\J1\J 0 I I Y
<br /> CC cr_ �) ,, Fd. Cone.Mon. w/Lead & Tack
<br /> 1,1\J, J 107 /1 1 402+77.81 T-line" U.E.H.
<br /> (See *NOTE!)
<br /> V) V) Fence line is S89'28'W, 2.5'
<br /> M �t of Pro Cor. � i \ N 00'31 '55" W �'' Fence Cor. is
<br /> FD. 2-1/2' ALUM. PIPE, Fence line is p• -.,.---» -- , , ,
<br /> W/ALUM. DISK AS PER S89'28'W, 0.9' 174.7' 600.00 ,��� N77'33 W, 1 .8
<br /> 1 RECORD OF SURVEY (28-127) U of Prop. Cor.— r ,moi' J of Prop. Cor.
<br /> • SECTION LINE Fence Cor. is on PL. �► SO 1'03'08"E 1
<br /> M - 2528.61' - 250.00'- -: N 01'03'08" W
<br /> N 00'14'31" E _ 5319.33' 11 N 00'31 '55" W -
<br /> - -- -
<br /> ., 2614.70
<br /> N 00'31'55 W 900.00' 225.58 12�}�4
<br /> ,� ,� to Section Car.
<br /> SECTION LINE'+ M N `1 04 1278.60 S.B.N.F. 1 SQUARE PIN —�, (SEE SHEET 1)
<br /> $ LOCATION AS PER U.E.B.
<br /> • 3 (See *NOTE!)
<br /> • GAI I J J.J\J, 810783 011 N P
<br /> /
<br /> Fd Rebar cap LS 3045 �; (_;JJ�J J�J \J
<br /> Bears N77'1 1 '14"E, 20.84' '� f' 00
<br /> N (460.86' Q2 �`' z SEE DETAIL �- r �)/�- w Exist. Road %' U N
<br /> ( 02'35'58" E) U (N 00'1 1 '58" E 1 1 .59') U W LEFT 1.��J. J�.��. f ��%� U in a
<br /> D2'32'49"_ N ��• 'S;�" _E _ _ 912. 0' - BELOW o o -- - - . � O.R. 211- 100
<br /> 461 .05' z
<br /> _ � �=� - ' PARCEL 1 � � Z
<br /> 27.58 ACRES o
<br /> .N �,_4'341s0 E 00W ..�
<br /> r 40' WIDE STRIP OF LAND o
<br /> Z,1-- _ O.R. 3151-368 --- ,, Fence Cor. is N 1'01 E, 3.8
<br /> �-- W -- --- 4.98 ACRES
<br /> `�_ ,' of Prop. Corner. -
<br /> J.W M CV o p o �.�" _ ;%' N 00'31'5`i' W 6C)C).00' --Ferice Cor. is
<br /> v 0 =`" N56'24'E, 1.9'
<br /> GALLOo of Prop. Cor.
<br /> (�•� 3 ('l r' ,: �' 60' WIDE STRIP OI'' LAND u' / _J \ ---Fd. Conc.Mon. w/Lead & Tack
<br /> � 8 J 0 07�-,�� o r o � 0 R. 211- 100 �' � " ' 412+51.65 T-line" U.E.H.
<br /> L.Li Z14 `bo:- op cv N nn'31 55 W
<br /> Q�W ---�'N ��? v o z PARCEL 2 900.00' ( (See *NUTE!)
<br /> �'(n ED N�\ Co u7 U � 1.84 ACRES -
<br /> �J`r` 1I�I��
<br /> / W) b°� z 0 �� Fence Cor. is S59'13'E, 1.6'--- �- \\� I -1 r�11
<br /> w t� cn of Prop. Corner. - l.�\J. 13 C 1 J��1
<br /> Fd f�ebar & cap LS 3045 z ,,, z
<br /> Bears N771 1'14"E, 20.84' z -1 J1�JI�J JI J ��
<br /> _ EX.,ROAD a __r=-= Fence P.I. is 521'47 E, 1 .1
<br /> -- _ z = 81070- 2-41-1
<br /> ?? 7 , _y �-
<br /> . _G(1 OB'53" C--..1' o z 1.1\J. J 1 I ( /�r J of Prop. Corner.
<br /> 912.00'0 ` N�
<br /> o
<br /> It UJ z o Sp8 8 LINE _DIRECTION_ DISTANCE
<br /> o L1 N 89'28'05" E 1_50.0_0' ,
<br /> L2 N 89'28'0_5 E 152.27' (150.00')
<br /> 1 o ccri L3 N 27 10'25" W 130.00' -
<br /> v3
<br /> w
<br /> --., DETAIL NTS SHEET 3 OF 3 SHEETS
<br /> hmw 1 (7e 43
<br />
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