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<br /> FRECORD OF SURVEY PURPOSE OF THIS MAP:
<br /> THE PURPOSE OF THIS MAP IS TO COMPLY WITH THE BUSINESS AND PROFESSIONS CODE
<br /> 8762
<br /> OF THE NORTH ONE-HALF OF SECTION 35, T.5 N, R.8 E., M.D.M. § (b)(4).
<br /> BASIS OF BEARINGS:
<br /> IN THE COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA THE BASIS OF BEARINGS OF THIS SURVEY IS GEODETIC NORTH AS ESTABLISHED BY GPS
<br /> OBSERVATIONS AT THE FOUND 3/4" REBAR AT THE CENTER OF SECTION AS SHOWN HEREON.
<br /> DAVID B. KAROLY, LAND SURVEYOR MAY, 2006
<br /> SHEET 1 OF 1 FD 3/4" REBAR IN LEGEND REFERENCES:
<br /> FENCELINE, NO TAG, SEE SURVEYOR'S D 1 = 8 P.M. 44
<br /> DISTURBED, NOT NOTE 2 FOR THE _FD. MONUMENT AS NOTE ( )
<br /> SEE SURVEYOR'S ACCEPTED AS IN METHOD OF I (2) _ 16 R.S. 90
<br /> NOTE 1 FOR THE N 01'26'01 " W ORIGINAL POSITION PER ESTABLISHING THIS O =SET 1" x 24" IRON PIPE WITH MAGNAIL & (3) _ 23 P.M. 81
<br /> METHOD OF I SEE DETAIL - N.W. (1) & (4). POINT. BRASS WASHER STAMPED "DB KAROLY, LS 7849" (4) - 36 R.S. 15
<br /> ESTABLISHING THIS 7.43 �� I
<br /> POINT. COR. SEC. 35 E 2666.25' 26 25 =BOUNDARY PER THIS SURVEY (5) - 11 P.M. 183
<br /> N 88 34 56
<br /> (6) 12 P.M. 121
<br /> 27 26 (BELOW) N 88°34'1 1�» E 2667;32 I N 89047'16" E (1) 2666.47' (1)2
<br /> N 89&46'31 E (1) 2667.54 (1) 1333.12 NFNS - - - - - - - =MATHEMATICAL TIE LINE ONLY
<br /> 1333.66' 1333.12 35 36
<br /> 1333.66' FENCE - NFNS = NOTHING FOUND, NOTHING SET DOC *a 2PJ0E�-1335�Oi4
<br /> 34 35 FENCE - NORTH QUARTER 15.0' NORTH .3"0 STEEL 09/11/2006 03:53P Fee:7.00
<br /> Page 1 of 1
<br /> 4.3' NORTH CORNER OF SECTION FENCE N FENCE POST I.P. = IRON PIPE Recorded in official Records
<br /> FD 3/4" I.P. PER 35. SEE SURVEYOR'S SECTION LINE
<br /> (2) & (3), NO TAG. NOTE 3 FOR METHOD 1.2' EAST County of WSanRJoaquin
<br /> I.R. = IRON ROD Assessor-Recorder-County Clerk
<br /> I NOT ACCEPTED AS OF ESTABLISHING THIS Paid by SHOWN ON DOCUMENT
<br /> I THE SECTION POINT.
<br /> ^I CORNER. D.N. = DOCUMENT NUMBER
<br /> o)�I
<br /> °�� SURVEYOR'S NOTES:
<br /> ►o N I O`� o0 00 r` (0
<br /> I
<br /> N�I o: 0 6 N N 1. A 15"0 FENCE POST HAS BEEN ACCEPTED BY SEVERAL SURVEYS AS THE
<br /> Ln cv Ln C",1 NORTHWEST CORNER OF SECTION 35, THE FIRST WAS 12 R.S. 177 FILED IN 1963.
<br /> N I N Ln N w THIS FENCE POST HAS BEEN DESTROYED. THE CORNER POSITION WAS
<br /> I 04 � PARCEL 3 PARCEL 4 ?: REESTABLISHED BY PRODUCING THE MEASURED BEARING FROM THE SOUTHWEST
<br /> I PARCEL 1 PARCEL 2 N w 0 OF D.N. 2003-253512 N N.� CORNER TO THE WEST QUARTER CORNER OF SECTION 35 NORTHERLY THE RECORD
<br /> OF D.N. 2003-253512 ►n
<br /> a,w 0 OF D.N. 2003-253512 N;� ;� E 1/2 NE 1/4 S.35 r7 L0 DISTANCE PER (1) FROM THE WEST QUARTER CORNER TO THE FENCE POST (SAID
<br /> OF D.N. 2003-253512 d- W 1/2 N E 1/4 S.35 0,
<br /> 0- � E 1/2 NW 1/4 S.35 a;� RECORD DISTANCE BEING 2654.50').
<br /> �I W 1/2 N W 1/4 S.35 0 0;n o
<br /> -'I
<br /> 7,0o FD. AND ACCEPTED 3/4" 0 0 0 0 C) 2. A 15"0 FENCE POST HAS BEEN ACCEPTED BY SEVERAL SURVEYS AS THE
<br /> z Oo I.R. WITH 2-1/2" BRASS z z 0 z ACCEPTED G� NORTHEAST CORNER OF SECTION 35, THE FIRST WAS 12 R.S. 177 FILED IN 1963.
<br /> of z TOPPER, LS 3535, z FD. 3/4 REBAR PER FD. AND ACCE THIS FENCE POST HAS BEEN DESTROYED. THE CORNER POSITION WAS
<br /> 66/ MARKED FOR THE (1), (5) & (6), TAG 3/4" I.R. WITH 2-1/2" REESTABLISHED BY PRODUCING THE MEASURED BEARING FROM THE SOUTHEAST
<br /> o o I QUARTER CORNER PER MISSING, AT THE BRASS TOPPER, CORNER TO THE EAST QUARTER CORNER OF SECTION 35 NORTHERLY THE RECORD
<br /> Z 01 (1), IT IS LOCATED CENTER OF SECTION LS3535, MARKED FOR DISTANCE PER (1) FROM THE EAST QUARTER CORNER TO THE FENCE POST (SAID
<br /> zl IN FENCE RUNNING 35. ACCEPTED IN THE QUARTER CORNER
<br /> RECORD DISTANCE BEING 2657.66').
<br /> I NORTH, 3.3' SOUTH TO FENCE - POSITION AS THE PER (1).
<br /> FENCE RUNNING CENTER OF SECTION. FENCE - 2.0' NORTH, 3. THE NORTH QUARTER CORNER OF SECTION 35 WAS REESTABLISHED BY ROTATING
<br /> FD. 3/4 I 2.2 SOUTH
<br /> REBAR,E3/4" I EAST-WEST 1332.01 29.5' EAST TO FENCE AND PRORATING THE RECORD BEARINGS AND DISTANCES OF THE NORTH LINE OF
<br /> I.R. PER (3 I 1331 .80' 1331 .80' 1332.01 RUNNING NORTH, 15.0' SECTION 35 (FROM THE NORTHWEST CORNER TO THE NORTHEAST CORNER, BOTH AS
<br /> • 9 N 88 35 56 E 63.63 2 - WEST TO FENCE ESTABLISHED THIS SURVEY) AS SHOWN ON (1).
<br /> TAG MISSIN 2663.61 N 89048'55" E (1) RUNNING SOUTH.
<br /> ACCEPTED BY N 88037'13 E 2664.15' (1) 2663.63 (1) I
<br /> NOT 1 N 89948'55" E (1) I -
<br /> (3), 1 I FD 3/4" STEEL PIN PER FENCE FENCE - SURVEYOR'S STATEMENT:
<br /> ACCEPTED THIS 5 NO TAG, ON-LINE 1.0' NORTH 2.4' NORTH I �p SAND S�
<br /> SURVEY. 1 S 87°41'05" W 1 )' I THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY �� B• KAR
<br /> 1 I 719, 1.2 WEST & 2.0 WEST DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE
<br /> ° , I
<br /> 1 N 07 17 35 W 1.33 I I PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF ARTHUR
<br /> Z ZI I FD 3/4" IRON ROD x HASKINS IN MAY. 2006. 7849
<br /> o FENCE LINE IS I^ No. LS
<br /> 0 0l CAPPED LS 7269 ON SECTION I �� US PER (4) LINE 00� DATED HIS f 6 - DAY OF ? T 2006. Expires 12/31/06
<br /> �o N Lo
<br /> U' 1 0- S 07°04'06" E I
<br /> �1 I � � ALO NLO
<br /> � q�F o�
<br /> L 17.38 15.97 N� I N DAVID B. KAROLY, LS 7849, EXP S 12/31/2006 OF CA��F
<br /> -; N LO (S 08°29'44" E �-(16')
<br /> �1 I cD � (2) cv
<br /> v, cv 15.54 )(4) I .
<br /> 1 COUNTY SURVEYORS STATEMENT.
<br /> (= w 1.64' (2')(2) FD 3/4" 1.P. PER ro L
<br /> 1 0,- I o- CE WITH SECTION 8766 OF
<br /> o I.P. TO (2) & (3), NO TAG. r` I o THIS MAP HAS BEEN EXAMINED IN ACCORDANCE I I .n SEC. LINE NOT ACCEPTED AS oZD THE PROFESSIONAL LAND SURVEYORS ACT THIS ZSDAY OF *60GUS-r ,
<br /> 1"0Oo THE SECTION 00 0 2006. AL LAN
<br /> I I CORNER. z 0 �s
<br /> U'NI z0 z I C6 F �• G
<br /> :Q CD z _ I (t- THOMAS R. FLINN, R.C.E. 23341
<br /> �1 I DETAIL N.W. COR. SEC. 35
<br /> 0 NI I FD. AND ACCEPTED 1" COUNTY SURVEYOR
<br /> -1 NOT TO SCALE REGISTRATION EXPIRATION DATE: 12-31-07 CL No. 4440 :10IRON PIN IN MON.
<br /> I 2.2 PER (6) Expires
<br /> 1 FD. AND ACCEPTED FD. R.R. SPIKE IN MON. I WELL AS SECTION
<br /> WELL, ACCEPTED FOR * 9-30-� y�
<br /> 1 I
<br /> COUNTYON. WELL AS LINE ONLY, 2.2' WEST OF SECTION 35 ESTABLISHED0 CORNER, PER (6). RECORDERS STATEMENT:
<br /> N MI �
<br /> 1 SECTION CORNER, PER QUARTER SECTION I ( ) 35 36 F OF CAL���
<br /> 11 FROM DATA ON 6 .
<br /> 34 1 35 (5)&(6). CORNER PER (6). NFNS - - - FILED IS DAY OF 2006, AT IN
<br /> _ - - - - N 88'39'27" E 2660.84' BOOK OF SURVEYS, AT PAG AT THE REQUEST OF
<br /> N 88°37'37" E 2660.84' S 89°51'52" W 2660.77' (1) 2 1 DAVID B. KAROLY.
<br /> 3 2 S 89050'00" W 2660.78' (1) I
<br /> _ � ROAD FEE. �
<br /> 0--
<br /> »
<br /> 1 -500 I LI BERTY
<br /> I
<br /> I
<br /> - , ftMMBY: MWAD
<br /> GARY W. EMAN /DEP TY RECORDER
<br /> ASSESSOR-RECORDER-COUNTY CLERK
<br /> (D.D. SHEET NO. 5)
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