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LEGEND
<br /> DA515 OF DEARING .5
<br /> / DIMENSION POINT-NOTHING FOUND OR SET THE MERIDIAN OF TH15 SURVEY 15 IDENTICAL WITH THAT OF
<br /> O SET 3/4" x 30" LONG CAPPED IRON PIPE (C.I.P.), STAMPED "L.5. THE RECORD OF SURVEY FILED IN BOOK 33 AT PAGE 110 IN THE
<br /> RECORDER'S OFFICE OF THE COUNTY OF SAN JOAQUIN AS
<br /> 4663" DETERMINED BY TIES TO FOUND MONUMENTS, IN HARLAN Record of Surv' e
<br /> O SET 1-1/2" 5PIKE AND WASHER, 12" LONG STAMPED "L.5. 4663" ROAD SHOWN HEREON A5 5 87°50'23" E.
<br /> FOUND 3/4" C.I.P. STAMPED "L.5. 5122" PER M&P 33-110
<br /> FOUND 3/4" IRON PIN STAMPED "RCE 24029" PER 100 0 50 ioo OF LANDS OF ATLANTIC P-,,ICHFIELD COMPANY
<br /> M&P 31-85
<br /> 1�� PESCf2IDEP IN I.N . 7951565 OR,
<br /> (#) RECORD DATA PER REFERENCE NUMBER 1 inch = 100 ft. BEING A PORTION OF
<br /> THE S.E. QUARTER OF SECTION 27,
<br /> I.N. INSTRUMENT NUMBER
<br /> T. 1 5., R. 6 E., KP*Do&M*M&P MAPS AND PLATS
<br /> R.S. RECORD OF SURVEY , CITY OF LATHROP, COUNTY OF 5AN JOAQUIN,
<br /> O.R. OFFICIAL RECORDS R. S. a — 1 4 5
<br /> DOC.# DOCUMENT NUMBER �
<br /> STATE OF CALIFORNIA
<br /> CHL CHORD LENGTH ° DECEMBER, 200&
<br /> ' BASIS OF BEARINGS S =300'1 L5462 333 M, (3)
<br /> A CENTRAL ANGLE 5 87°50'23" E M, 3 ° 5HEET 1 Of 1
<br /> M MEASURED W _ ( )_ 366.47 M,_(3) 3 j CH=N 43 41'26" W M
<br /> 1 0 CHL=417.92' M, (3)
<br /> RA RADIAL �; N A R L A N R D .
<br /> R RADIUS � -----'--- ______ �- • CARLTON ENGINEERING INC. •
<br /> CH CHORD BEARING 30' p w `
<br /> ' RESTRICTED ACCESS PER BOOK 3212 PAGE 5570, Q A ��oo 6) OC w
<br /> 4 co �o `
<br /> SAN JOAQUIN COUNTY RECORDS 2 b '� SURVEYOR'5 5
<br /> Of ( 00' � 3 It Z �%
<br /> TADULATION % THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER
<br /> LU Q C'' � MY DIRECTION IN CONFORMANCE WITH w H THE REQUIREMENTS OF THE
<br /> 5 U0 ,J i z
<br /> No. BEARING & DISTANCE w PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF
<br /> � �O ,�.
<br /> R.S. 12-55 0 �
<br /> O 5 36°53'39 E 50.71 (5 36°52E) (2) Z 6 A,6�-29" `` q WD PARTNER5 IN NOVEMBER. 2007
<br /> 0 5 89°32'30" E 90.00' (N 89°31'20" W) (2) ',¢ DATED THIS �,Z ~ DAY OF Z)re C*%burr , 2008.
<br /> 3O N 50004'38" E 55.87' (N 50005'48" E) (2) Q
<br /> ®N 0200907" E 201.28' (N 02010'06" E) (2) (201.30') (2) 4� N =
<br /> 0.91 ACRE @ 5 6903250" E RA
<br /> 0 N 89°32'30" W 139.61' (N 89031'20" W) (2) (139.55') (2)
<br /> I.N. 7951565 O.R. Z 30'' S 87°50'23" E
<br /> ©5 09°01'38" W 199.30' (5 09002'48" W) (2) 30.00' ( z
<br /> 1 4 1 2 3 _____ ' �'' N0`� JAMES C. WILL50N L.S. 66
<br /> IN3
<br /> * * ` 4 3
<br /> 6 LIC. EXP. DATE: 09-30
<br /> 5 � �� N 89°32'30" W � �c� _
<br /> VICINITY MAP n
<br /> - �.
<br /> _— C rn
<br /> NOT TO SCALE S 0002713011 0� co SEE NOTE 2
<br /> CITY = — — _ � 5 89032'30" E _ _ _ 671.50' M, (3) _ _
<br /> LATH ROF L o u i -m 4v SECTION LINE COUNTY SURVEYOR'5 5TATEMENT:
<br /> �,e S E S A V E_N U _E SEE NOTE 3
<br /> � _-- TH15 MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
<br /> � a
<br /> o= 14°14'36" _____ _____ ___ PROFESSIONAL LAND 5URVEYORS' ACT THIS '!' DAY OF���FiM�i�Q 2008.
<br /> N
<br /> OF Lu z / of � =1000 L=248.59' �—
<br /> z R.S. 20-01 CH=N 18 2017 E
<br /> i J (CH=N 18020'04" E) (1) NOTE5 tee.__. p ©fESjOA�P.M. 1967 CHL=247.95 O q
<br /> 4
<br /> N s 6 °32, 1 �. TH MAS . FLINN, R.C.E. 3341 " �i' F�
<br /> % ' �s2• `?5'' •� R.S. 18-152 ) THE PURPOSE OF THIS SURVEY 15 TO DELINEATE THE COUNTY SURVEYOR 9G Z
<br /> F Q BOUNDARIES OF THE LANDS OF ATLANTIC RICHFIELD COMPANY LICENSE EXPIRES 12-31-2009
<br /> Lf) i DESCRIBED IN I.N. 7951565 O.R.
<br /> 0 ST. -� Ste, / 01 i P.M. 1967 / No. 26994
<br /> i 2) THE INTERSECTION WAS ESTABLISHED FROM RECORD 'k EXP 3-31-! f
<br /> 2$,
<br /> 0200514511M, (1) INFORMATION AND FOUND MONUMENTS SHOWN ON R.S. 33-110 AND
<br /> uj � ,�, (/
<br /> Sl*te =1000' L=36.58' M, (1) ° 31 M&P 85. ��qTF C1 V il.
<br /> / CH=N 26 30 28 E (CH=N 260L E) (1) 3 SEE CORNER _ OF CA��FO�
<br /> CHL=36.58' M, ( ) ) RECORD CR-07 02. INTERSECTION DETERMINED
<br /> BY FOUND MONUMENTS FROM R.5. 33-110. RECORPER'S STATEMENT:0301112011M ,
<br /> � , ( )
<br /> 1 =1000' L=55.66' M, (1)
<br /> i CH=N 29-009100" E (CH=N 29'08'47" E) (1) 4) ROTATE BEARING OF THE CALF. STATE HWY MAPS (2) FILED THIS DAY OF twel4w , 2008, AT11 : 14 . .M.A
<br /> °01'
<br /> LOUISE AVE. � cZL� / � CHL=55.65' M, (1) COUNTERCLOCKWISE BY 010" TO MATCH THE 13A515 OF IN BOOK OF SURVEYS, AT PAGE ,
<br /> BEARINGS OF THIS MAP AND ROTATE THE BEARING OF M&P
<br /> HARLAN RD. / (5 30044-27'�� W) (1) 31-85 (1) CLOCKWISE BY 0°00'13" TO MATCH THE DA5I5 OF AT THE REQUEST OF WD PARTNER5
<br /> j 140.52'4M, (1)W BEARINGS OF THIS MAP.
<br /> (5 30 44 27 w) (1) REFERENCE 5 FENCE NOTE5 FEE: $ •
<br /> 5 30044'4011 W
<br /> 32.00' M, (1) CALIFORNIA STATE HWY. Doc q: 2008-198854
<br /> i � M&P 31-85 (1) O1 FENCE 15 0.3 WEST OF PROPERTY LINEdAd
<br /> (5 300441271, W) (1) R.S. 33-110 (3) MONUMENT MAP FOR ROUTE 5, Tug Dec 30 of I :Fee: PST 200s
<br /> DISTRICT 10, P05T MILE 14.8, O FENCE 15 0.2' NORTH OF PROPERTY LINE G RY W E MAN Paige:W1 Freemanee $$ 00
<br /> 5 30°44'40" W R.S. 33-160 (4) A55E5 -RECORDER-COUNTY CLERK San Joaquin County Recorders
<br /> 76.31' M, (1) R.S. 20-1 SHEET 9 OF 14 DATED DEC. 29, 0 FENCE 15 0.5' NORTH OF PROPERTY LINE Paid BY: SHOWN ON DOCUMENT
<br /> S S P.M. 10-146 1972. (2) DATA IS ON GRID �' ,� IIIII
<br /> L914 FENCE 0 ■ I�Al "If
<br /> l
<br /> I5 .5 WEST OF PROPERTY LINE ��
<br /> _ FROM CCS-27 Z
<br /> �S M&P 40 43 ONE 3 0
<br /> 2 •
<br /> P.M. 16-1845O\ FENCE 15 0.1' SOUTHWEST OF PROPERTY LINE •13y:
<br /> 6> FENCE IS 0.8' SOUTHWEST OF PROPERTY LINE DEPUTY REC DER
<br /> �Al 6164-01-07 (P.P. SHEET N0.
<br />
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