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<br />SEC 30 SEC 29 SEC 29 SEC '23 MONUMENT DESCRIPTIONS: E C 0 R D OF S
<br />N89057'16"E (BASIS OF BEARINGS) 5265.14'(M) 5265.16`(R6)
<br />O1 2985.14'(M) 974.00'(M) 1306.00'(M) 1306.43'(Ri) 1306.2' R2 3 - 1. FOUND SQUARE IRON PIN WITH ROUNDED HEAD
<br />- - - _ - - - - _ _( ) _ •� AT INTERSECTION OF ARTHUR ROAD AND
<br />ARTHUR ROAD BRENNAN ROAD FOR NORTHWEST CORNER OF FOR VAUGHN
<br />SEC 31 < In SEC 32 I I �I SECTION LINE SEC 32 I `,SEC 33 SECTION 32 PER (R6).
<br />Z Oa SEE NOTE 1 2. FOUND 5/8" IRON PIN, DOWN 0.3', NO TAG, NO
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<br />REFERENCE. NOT USED ON THIS SURVEY. PIN IS
<br />BEING A SURVEY OF A PORTION OF SECTION 32, TOWNSHIP 1 SOUTH,
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<br />12/21/2015 02:43:09 PN
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<br />2.0' EAST OF THE NORTH END OF THE FENCE
<br />RANGE 9 EAST, MOUNT DABLO BASE AND MERIDIAN, COUNTY OF SAN JOAQUIN,
<br />Page: 1 of 1 Fee: $12.00
<br />POINT BEING SOUTH 1030' EAST, TWO OF THE DEEDS CALLING THIS COURSE AS BEING ALONG THE 1/8TH SECTION LINE. SPLITTING THE DISTANCE ALONG THE NORTH LINE OF THE SECTION TO ESTABLISH THE 1/4-1/4 CORNER DOES NOT END
<br />RUNNING ALONG THE NORTH -SOUTH OCCUPATION
<br />Steve J. Sestolarides
<br />San Joaquin County Recorders
<br />BASIS OF BEARINGS: I
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<br />LINE. SEARCHED BUT DID NOT FIND 3/4" IRON
<br />STATE OF CALIFORNIA
<br />D.N 2014-055051 I
<br />ESTABLISHED BY HOLDING THE DEED DISTANCE OF 1306 FEET.
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<br />PIPE SET PER (R1) OR IRON PIN FUND 0.5'
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<br />THE BEARING OF N89°5711611E FOR THE NORTH LINE
<br />EXISTING FENCE IS 1 3'
<br />2. THE DESCRIPTION FOR PARCEL TWO IN D.N. 2009-120591 RUNS FROM THE POINT THAT WAS ESTABLISHED IN NOTE 1 ABOVE SOUTH 1030' EAST 2447 FEET TO THE POINT OF BEGINNING. THE DIRECTION OF THIS LINE WAS ESTABLISHED BY
<br />NORTH OF SECTION LINE PER (R2)
<br />JULY 2015
<br />OF SECTION 32 AS SHOWN ON THE RECORD OF M EAST OF BOUNDARY LINE rn 3. FOUND 1" IRON PIN IN MONUMENT WELL FOR
<br />SURVEY FILED IN BOOK 28 OF SURVEYS, AT PAGE ^ ° NORTHEAST CORNER OF SECTION 32 PER
<br />160, SAN JOAQUIN COUNTY RECORDS WAS TAKEN AS SET MONUMENT 5.00' EXISTING FENCE IS 7.8' )(R6). P.O. BOX 11930
<br />THE BASIS OF BEARINGS FOR THIS SURVEY. I FOUND2)(R5
<br />� FROM CORNER ALONG EAST OF BOUNDARY LINE o 4. FOUND 3/4" IRON PIPE, NO TAG, DOWN 0.5' AT OAKDALE, CA 95361
<br />BOUNDARY LINE- - - - - - N FACE OF BLOCK WALL. ACCEPTED AS MONUMENT
<br />°I I SETPER R1).
<br />° z 5. FOU (209)845-2594 office
<br />_ S2q° ° n ND 3/4" IRON PIPE, NO TAG, DOWN 0.5' AT (209)845-2555 fax
<br />1p53 e 826 N89 57 16 E 1307.51 (M) 1307.69 (R1)
<br />S70057'551E - . I FACE OF BLOCK WALL. ACCEPTED AS MONUMENT WWW.6pIC8Uf4eyIf1Q.COR1
<br />EPIC
<br />3 196.44'(M) 06,iM) SFN RS 28-60 166.59'(M)(R1) SET PER (R1).
<br />p I 6. FOUND 1" IRON PIN, NO TAG, DOWN 1.51. LAND SURVEYING, INC.
<br />SEE NOTE 4 ° - N89°57'16'E 1307.81'(M) 1307.94'(R1) ACCEPTED AS MONUMENT FOUND PER
<br />• ( )( )( )
<br />SET MONUMENT 15.00' O 0 R1 R3 RS%
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<br />5 Q 7. FOUND 1-1/2" IRON PIPE IN CONCRETE, NO
<br />N z FROM CORNER ALONG I EXISTING FENCE IS 5.4 O " SURVEYORS STATEMENT:
<br />BOUNDARY LINE EAST OF BOUNDARY LINE TAG. ACCEPTED AS 1-1/2 IRON PIPE IN
<br />Z � Q CONCRETE OVER 3/4" IRON PIPE PER (R5). NO
<br />v EXISTING FENCE IS 4.6' EVIDENCE FOUND OF 3/4" IRON PIPE SET PER
<br />EAST OF BOUNDARY LINE I O THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION
<br />o _ (R3) AND FOUND PER (R4). IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS'
<br />SEE NOTE 3 �- - - - - - - w 8. FOUND 1-1/2" IRON PIPE, NO TAG, DOWN 0.2' ACT AT THE REQUEST OF JOHN AND SHARON VAUGHN IN JULY 2015.
<br />CD m IN THE SAME POSITION AS THE 3/4" IRON PIPE
<br />VAUGHN n I p SET PER (R4). ACCEPTED AS PROPERTY CORNER 8!c! ECT{
<br />o I.N.87114582 N Q SET PER (R4) AND FOUND PER (R5). DATED THIS DAY OF 20 f*
<br />o U 9. FOUND 3/4 IRON PIPE, NO TAG, UP 0,5'.
<br />w ACCEPTED AS PROPERTY CORNER SET PER (R4).
<br />10. FOUND 3/4" IRON PIPE, NO TAG, DOWN CA'.- C 0,
<br />o I RYAN J. SCHIESS, . 36
<br />ACCEPTED AS PROPERTY CORNER SET PER (R3)
<br />° z EXISTING FENCE CORNER NORTHEAST CORNER AND FOUND PER (R4).
<br />\ \ OF EXISTING SHED 11. FOUND BADLY DETERIORATED REMAINS OF AN
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<br />� 3.SCy
<br />No. 8366
<br />/2/3//
<br />SCALE 1"=300' 10 • S 7.3 SOUTHERLY OF
<br />S 0.9 SOUTH OF I OLD REDWOOD POST PER R2 SET MONUMENT COUNTY SURVEYORS STATEMENT: , �p1 L%FN
<br />BOUNDARY LINE BOUNDARY LINE ( )
<br />/ ___ ..__ ___ r�4 WARREN fJ r�
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
<br />- N86°55'34"W I REFERENCES: PROFESSIONAL AND SURVEYORS' ACT THIS 1 I TN DAY OF a No 4642 �
<br />RS 22-79 2Q��J\ F 301.84'(M) -'`• DFGBMSER. , 20 IS v Y'
<br />0 150 300 600 O9 '/ 2s� 1 I- x- - ° (R1) RECORD OF SURVEY, BOOK 28 OF SURVEYS,;
<br />R> 7� 9 %s' i EXISTING FENCE CORNER IS 111 I PAGE 160, SAN JOAQUIN COUNTY RECORDS OF
<br />sy, (R2) RECORD OF SURVEY BOOK 4 OF SURVEYS CA1`
<br />/ ��J yJ N86 55'34"W 12.4' NORTHERLY AND 8.5' PAGE 73, SAN JOAQUIN COUNTY RECORDS
<br />/ siO�PJ • 6 55'3 "W I - WEST OF BOUNDARY CORNER - (R3) RECORD OF SURVEY, BOOK 22 OF SURVEYS, WARREN D. SMITH, PLS 4842
<br />---------------- - PAGE 79, SAN JOAQUIN COUNTY RECORDS COUNTY SURVEYOR
<br />RS 4-73 �� �..
<br />RS 35-136 / / Jif> �9, "---- -�:!, ' 11 DETAIL I (R4) PACERECO185,FSANRJOAQUIN C UNTY26 FRECORDSJ
<br />- °''�-SEE NOTE 2 NOT TO SCALE (R5) RECORD OF SURVEY, BOOK 32 OF SURVEYS,
<br />/ �.GpJ • ----- PAGE 51, SAN JOAQUIN COUNTY RECORDS
<br />(R6) RECORD OF SURVEY, BOOK 35 OF SURVEYS, LEGEND:
<br />PAGE 186, SAN JOAQUIN COUNTY RECORDS -•- FOUND AND ACCEPTED MONUMENT AS NOTED.
<br />N4305 47"W
<br />RS 26-185 / / 444.64'(M) • :' O6 I -O- SET 3/4" x 24" LONG IRON PIPE TAGGED L.S. 8366.
<br />MAPPING NOTES:
<br />/ 9PJ (M) MEASURED ON THIS SURVEY
<br />/ D.N. 2009-120591 \ tiG 1. ALL BEARINGS AND DISTANCES SHOWN HEREON
<br />ARE MEASURED UNLESS OTHERWISE NOTED_ SFN SEARCHED, FOUND NOTHING
<br />RS 32-51 �p I 2. ALL DISTANCES AND DIMENSIONS SHOWN ARE IN
<br />/ 9n FEET AND DECIMAL PARTS THEREOF. n u nnri irnrnir nu i nAco
<br />NOTES:
<br />1. N. INSTRUMENT NUMBER
<br />Doc 9: 2015-152043
<br />1. THE DESCRIPTIONS IN D.N. 2014-055051, J.N. 87114582, AND D.N. 2009-120591, ALL HAVE A POINT OF BEGINNING THAT IS CALLED AS BEING ON THE NORTH LINE OF SECTION 32 AT A POINT 1306' WEST OF THE NORTHEAST SECTION
<br />12/21/2015 02:43:09 PN
<br />CORNER. THE MAPS (R1) AND (R2) BOTH INDICATE A MONUMENT AT 1306.2' WEST OF THE SECTION CORNER AND NORTH OF THE SECTION LINE. NEITHER OF THESE MONUMENTS WERE FOUND. THE DEEDS ALL FOLLOW A COURSE FROM THIS
<br />Page: 1 of 1 Fee: $12.00
<br />POINT BEING SOUTH 1030' EAST, TWO OF THE DEEDS CALLING THIS COURSE AS BEING ALONG THE 1/8TH SECTION LINE. SPLITTING THE DISTANCE ALONG THE NORTH LINE OF THE SECTION TO ESTABLISH THE 1/4-1/4 CORNER DOES NOT END
<br />Steve J. Sestolarides
<br />San Joaquin County Recorders
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<br />UP AT A POINT THAT IS 1306 FEET FROM THESECTION CORNER S -
<br />ON RN AND 0 THE DEED CALL OF 1306 FEET WAS HELD. THIS IS SUPPORTED BY THE EXISTING WIRE FENCE THAT IS WITHIN 0.1 (MEASURED EAST WEST) FROM THE POSITION
<br />Paid By: SH WN ON DOCUMENT
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<br />ESTABLISHED BY HOLDING THE DEED DISTANCE OF 1306 FEET.
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<br />2. THE DESCRIPTION FOR PARCEL TWO IN D.N. 2009-120591 RUNS FROM THE POINT THAT WAS ESTABLISHED IN NOTE 1 ABOVE SOUTH 1030' EAST 2447 FEET TO THE POINT OF BEGINNING. THE DIRECTION OF THIS LINE WAS ESTABLISHED BY
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<br />RUNNING FROM THE POINT ESTABLISHED IN NOTE 1 SOUTH TO THE MONUMENT FOUND ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF ARTHUR ROAD (MONUMENT #6). THE REMAINS OF THE REDWOOD POST, AS SHOWN ON (R2) WERE FOUND
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<br />AT THIS POSITION (MONUMENT #11). THE PARCEL DESCRIBED IN D.N. 2009-120591 CONTINUES ALONG THIS LINE 310 FEET TO THE NORTH BANK OF A CANAL. SINCE THIS CANAL IS NO LONGER ON THE GROUND AND NO EVIDENCE OF IT WAS
<br />FOUND AS ARTHUR ROAD HAS BEEN CONSTRUCTED IN THIS LOCATION, THE DEED DISTANCE OF 310 FEET WAS HELD TO RETRACE THE PARCEL AS DESCRIBED. THE ANGULAR RELATIONSHIP BETWEEN THIS FIRST LINE AND THE SECOND LINE WAS
<br />COUNTY RECORDER'S STATEMENT:
<br />HELD TO DETERMINE THE DIRECTION OF THE LINE AND THE DEED DISTANCE OF 452 FEET WAS HELD. THE FINAL DEED CALL WAS "EAST 300 FEET TO THE POINT OF BEGINNING". RUNNING A LINE BACK TO THE POINT OF BEGINNING RESULTED�.
<br />IN A GENERALLY EASTERLY LINE THAT WAS 301.84 FEET LONG. THE CALCULATED AREA OF THIS PARCEL 1S 1,086 ACRES, WHICH IS SLIGHTLY OVER THE DEED CALL OF 1.07 ACRES. THE AREA OF THIS PARCEL THAT FALLS WITHIN THE 50 -FOOT
<br />215
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<br />WIDE ARTHUR ROAD WAS DISREGARDED FOR THIS MAP. THE DEED DESCRIPTION DOES NOT SPECIFICALLY EXCLUDE IT, BUT SINCE THIS PARCEL IS NOT THE FOCUS OF THE SURVEY, IT IS EASIER TO SHOW ARTHUR ROAD AS A CONTINUOUS
<br />FILED THIS DAY OF
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<br />LO AT .M. IN BOOK
<br />50 -FOOT WIDTH,
<br />3. THE WEST LINE OF THE VAUGHN PROPERTY IS GIVEN THE SAME BEARING IN THE DEED AS THE EAST LINE (NORTH 1°30' WEST). FOLLOWING THE DESCRIPTION IN D.N. 2014-055051, AND USING THE NORTH LINE OF THE PARCEL DESCRIBED W
<br />OF SURVEYS, AT PAGE15-7 SAN JOAQUIN
<br />COUNTY RECORDS, AT THE REQUEST OF EPIC
<br />IAND
<br />NOTE 2 ABOVE, THE DIRECTION FOR THE SOUTHWESTERLY LINE, WHICH IS CALLED ALONG THE NORTH LINE OF AN IRRIGATION CANAL, A DISTANCE OF 990 FEET WAS HELD TO ESTABLISH THE POINT WHERE THE WEST LINE OF THE PARCEL
<br />STARTS. FROM THIS POINT, A LINE WAS RUN NORTH TO THE NORTH LINE OF THE SECTION. THE DEED CALLS THIS LINE AS 1715 FEET. THE LINE MEASURED AT 1714.83 FEET. HOWEVER, THE POINT AT WHICH IT INTERSECTED THE NORTH LINE
<br />OF SECTION 32 WAS 974.42 FEET FROM THE POINT BEGINNING. THE
<br />SURVEYING, INC.
<br />OF DEED CALLED THIS DISTANCE AS 974 FEET. WHEN THE ADJOINING DEED TO THE WEST WAS EXAMINED, THE POINT OF BEGINNING WAS A POINT ON THE NORTH LINE OF
<br />THE SECTION 2280 FEET FROM THE NORTHEAST CORNER OF THE SECTION. A NEW LINE WAS RUN FROM A POINT THAT MEASURED 974 FEET WEST OF THE POINT OF BEGINNING OF THE VAUGHN DEED SOUTHERLY (PARALLEL WITH THE
<br />DOCUMENT N0.
<br />FEE $ PAID
<br />PREVIOUSLY ESTABLISHED EAST LINE) DOWN TO THE SOUTHWESTERLY LINE. THIS LINE MEASURED 1715.29 FEET. THIS LINE WAS HELD FOR THE WEST LINE OF THE VAUGHN DEED AS IT ELIMINATED ANY CONFLICT WITH THE ADJOINER TO THE
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<br />WEST AND THE MEASURED DISTANCE WAS WITHIN AN ACCEPTABLE VARIANCE FROM WHAT WAS CALLED IN THE DEED.
<br />DATED THIS DAY OF
<br />20 .
<br />4. THE NORTH LINE OF THE VAUGHN DEED IS CALLED AS THE "SOUTH SAN JOAQUIN IRRIGATION DITCH, AS SAID DITCH EXISTED FEBRUARY 28, 1961'. THIS DITCH WAS FILLED IN LONG AGO AND SUPERSEDED BY AN UNDERGROUND IRRIGATION LINE.
<br />THE LOCATION OF THE CONCRETE IRRIGATION JUNCTION BOXES AT THE EASTERLY AND WESTERLY BOUNDARIES OF THE VAUGHN PROPERTY WERE LOCATED IN THE FIELD ALONG WITH ALL OF THE IRRIGATION VALVES AND STANDPIPES BETWEEN THE
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<br />TWO JUNCTION BOXES. TAKING THE POSITION OF THE VALVES AS AN INDICATION OF WHERE THE UNDERGROUND PIPELINE IS, A LINE WAS ESTABLISHED THAT IS THE BEST REPRESENTATION OF THE ORIGINAL LOCAFION OF THE SOUTFI SAN JOAQUIN
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<br />IRRIGATION DITCH THAT WAS CALLED IN THE DEED. THIS IS THE LINE DELINEATED ON THIS MAP.
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<br />BY
<br />STEVE J. BESTOLARIDES33iAMT/DEPUTY
<br />RECORDER
<br />ASSESSOR -RECORDER -COUNTY CLERK
<br />COPYRIGHT © 2015 EPIC LAND SURVEYING, INC. (D.D. SHEET 62)
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