|
61
<br />BASIS OF BEARINGS:
<br />THE SOUTH LINE OF THE NE 1/4 OF SECTION 3, T.3N., R.7E., M.D.B. & M.
<br />AS SHOWN ON R.S. 34-16, S.J.C.R., BEING N89'24'30"E.
<br />I I
<br />S00'42'20"E 2991.94'
<br />2 (SO'43'E 2990.91' C,R9,R10) EE
<br />LOCUST TREE 3
<br />�N
<br />ROAD I N D \ 1 /4 SECTION LINE
<br />< m
<br />I � D
<br />low
<br />0
<br />c
<br />I m
<br />(J
<br />OD
<br />I � ,
<br />,,,,5130Og
<br />[2]
<br />o L=255.16' RBA,
<br />D'=5'06'11" " W
<br />I .3a 39
<br />L=239.34'
<br />D'=4'41'18"
<br />R=2924.90' I L=26.49'
<br />D'=0'31'08"
<br />Z_\ R=2924.90'
<br />0
<br />z
<br />r
<br />z
<br />m
<br />R=2864.90 r R11N19 - 8;
<br />_
<br />r-D-O'31''52" N1;�2�2W��lN2oo52�
<br />R=2864.90; N2� Oa 09
<br />11 25.00' R8 - - /
<br />[7 I I 149.51 ' \63.76
<br />z "A" DEEDS 47-613
<br />°Dw, [7 \ [7 0.88 AC.
<br />N L=576.27'
<br />I o r�i \ R=2864.90'
<br />m
<br />m cn c4 PORTION OF \
<br />5 N PARCEL I (R1) \ D.N. 2002-223432(FORMERLY RAILROAD R-O-W)
<br />* I Ln 0 3.02 AC. \ \
<br />D I o TOTAL CURVE DATA:
<br />L=563.04' \ \ L=857.99'
<br />v D'=1 VO1'46" \ \ D'=17*09'32"
<br />m I R=2924.90' \� R=2864.90'
<br />TOTAL CURVE \ \ 565-O.R.-8
<br />z DATA:
<br />000 I cNn ^ ZON� L=840.41' S.F.N.
<br />cO .I iv iA D'=16*27'46" \\ \ (R7) ��
<br />0
<br />w I R=2924.90'
<br />.rTT� N00'55'39"W 383.07'
<br />Wo I (N00'56'32"W 382.94' R7) S F.N.[1]
<br />10.00'(R7) N00'55'39"W 432.26'
<br />CAI (N00'56'32"W R7)
<br />w
<br />O I 69.55'
<br />N 43.40'(M)
<br />w I (43.39' R4) w L=11.54'
<br />iv I D'=0'13'34"
<br />°i- R=2924.90'
<br />o
<br />^I
<br />wl=
<br />� m
<br />r
<br />nl-j
<br />� I
<br />oI
<br />I N
<br />CA M
<br />U
<br />INS
<br />I
<br />I
<br />SURVEYOR'S STATEMENT
<br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION
<br />IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS'
<br />ACT AT THE REQUEST OF PAUL PFLUG IN SEPTEMBER 2024.
<br />p,L LA�y
<br />DATED THIS r' DAY OF _ �_ 202- g' gYRON SG�L
<br />DUSTIN B. WILTON L.S. 8080
<br />LICENSE EXPIRATION DATE: 12/31/25
<br />No. 8080
<br />EXP. 12-31-202 P
<br />OF rIAL\
<br />D.D. SHEET NO. 10 & 17
<br />S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br />S.J.C.S.R. SAN JOAQUIN COUNTY SURVEYOR'S RECORDS
<br />P.M. PARCEL MAPS, BOOK - PAGE, S.J.C.R.
<br />R.S. RECORD OF SURVEY, BOOK - PAGE, S.J.C.R.
<br />C.R. CORNER RECORD- S.J.C.S.R.
<br />• FOUND MONUMENT AS NOTED
<br />[� FOUND MONUMENT IN WELL AS NOTED
<br />O SET 3/4" BY 30" LONG REBAR WITH PLASTIC CAP STAMPED "PLS 8080"
<br />(C) CALCULATED FROM RECORD DATA LISTED
<br />(M) MEASURED DATA
<br />(M-M) DISTANCE MEASURED MONUMENT TO MONUMENT
<br />B.O.B. BASIS OF BEARINGS
<br />D.N. DOCUMENT NUMBER, S.J.C.R.
<br />O.R. OFFICIAL RECORDS -BOOK - PAGE, S.J.C.R.
<br />S.F. SQUARE FEET
<br />S.F.N. SEARCHED, FOUND NOTHING
<br />FR. FRACTIONAL
<br />R-O-W RIGHT-OF-WAY N26'46'48"W 288.05'
<br />CH. CHAIN (SURVEY) (N26'49'W 288' R10)
<br />N36'51'48"W 117.02'
<br />(N36'54'W 117' R10)
<br />N50'56'00"W 126.00'
<br />(R8,R10)
<br />N10*13'00"W 213 00'
<br />(R8,R10)� ] /-(R8j37'17"W 152.12
<br />[
<br />7
<br />N0910'17"W 291.63'V[7]
<br />[ ]
<br />(N00'10'10"W 291.64' R7)7
<br />i' W
<br />SOO'O9'00"E(M,R8,R10) 1724.00'(M,R7,R10) �[7] / `y'� J
<br />1552.11'(1552.51' R8)
<br />N00'09'00"W 1765.38'(1765.42' R8)
<br />S.F.N.
<br />(R7,R8,R10)
<br />N80'37'20"E 291.59'
<br />(R8)
<br />PORTION OF
<br />PARCEL I (R1)
<br />18.37 AC.
<br />REMAINDER (R8)
<br />- - -
<br />SEE
<br />- - [7] - i �� /DETAIL "A" �
<br />S83'5O'37"E 210.00'
<br />PARCEL "A"
<br />(S83'50'30"E R7)
<br />� I
<br />(R8)
<br />I
<br />I
<br />[7]
<br />\\ I
<br />[7]
<br />[7] \
<br />\I
<br />I
<br />N01'25'00"W 237.21'(R8)
<br />COURSES PER (R7)
<br />(HIGH WATER I \
<br />MARK-MOKELUMNE RIVER) i \
<br />2283.85'
<br />NOO'55'39"W(N00'56'32"W R7) 2353.40'
<br />HELD PARALLEL
<br />PER (R7)
<br />-V
<br />D.N. 2018-100154
<br />R.S. 34-16
<br />SECTION LINE
<br />N00'55'39"W 3059.88'(NO0'56'32W 3060.00' R7)
<br />COUNTY SURVEYOR'S STATEMENT
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
<br />THIS
<br />SECTION 8�766-,QF THE ARO FSS��IL�ImD S_ U$VEY02 2 T
<br />JAMES E. HART, L.S. 8657
<br />COUNTY SURVEYOR Of LICENSE 0
<br />,► No.8657
<br />ti S.F.N.
<br />(R7)
<br />68.54'
<br />(R7)
<br />REFERENCES:
<br />(R1) D.N. 2017-016827, S.J.C.R.
<br />(R2) D.N. 2022-102305, S.J.C.R.
<br />(R3) BOOK "A" OF DEEDS,
<br />VOLUME 137, PAGE 236, S.J.C.R.
<br />(R4) 436-O.R.-370, S.J.C.R.
<br />(R5) 565-O.R.-8, S.J.C.R.
<br />(R6) BOOK "A" OF DEEDS,
<br />VOLUME 263, PAGE 112, S.J.C.R.
<br />(R7) R.S. 34-16, S.J.C.R.
<br />(R8) P.M. 14-42, S.J.C.R.
<br />(R9) P.M. 8-182, S.J.C.R.
<br />(R10) R.S. 4-158, S.J.C.R.
<br />(R11) R.S. 38-140, S.J.C.R.
<br />(R12) R.S. 36-41, S.J.C.R. N46'37'48"W 458.08'
<br />(N46'40'W 458' R10)-
<br />N38'28'11"W 1171.57'[3]
<br />15
<br />N
<br />L
<br />w
<br />N
<br />W
<br />w
<br />V)
<br />10'31 "W 189.48'(R8)
<br />71'36'47"W 117.50'(R8)
<br />N67'49'23"E 162.00'
<br />(N6749'30"E R7)
<br />PARCEL II (R1)
<br />23.13 AC
<br />N57'59'00"E 190.78'
<br />(N57'59'07"W R7)
<br />635.66'
<br />2797.91'
<br />RECORDER'S STA 1/ NT
<br />FILED.T IS ___✓ VA q►nui r
<br />__ DAY OF Lft _ _________Y, 202�, AT
<br />lG __.M. IN BOOK ____ OF SURVEYS, AT PAGE
<br />�_�__ AT THE REQUEST OF DUSTIN WILTON.
<br />FEE: S___��� M 0144;-N LAM
<br />6"���
<br />'
<br />STEVE J. BESTOLARIDES ASSaMT/DEPUTY RECORDER.
<br />ASSESSOR RECORDER -
<br />COUNTYCLERK MW A LA% (TEIC/
<br />RECORD OF SURVEY
<br />OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 3, T.3N., R.7E.,
<br />& A PORTION OF FRACTIONAL LOTS 14 & 15, SECTION 34,
<br />T.4N., RA., M.D.B.&M.
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />OCTOBER, 2024 SCALE: 1 "=150'
<br />SURVEYOR'S NOTE:
<br />[1] S.F.N.-ESTABLISHED THIS CORNER BY RECORD DIMENSIONS FROM (R7) AND USED TO ESTABLISH RADIUS TO ESTABLISH
<br />RADIUS OF RAILROAD R-O-W PER BOOK "A" OF DEEDS, VOLUME 47, PAGE 613, S.J.C.R..
<br />[2] USED TO ESTABLISH RADIUS TO ESTABLISH RADIUS OF RAILROAD R-O-W PER BOOK "A" OF DEEDS, VOLUME 47,
<br />PAGE 613, S.J.C.R..
<br />[3] THE COURSES ALONG THIS LINE PER (R10) WERE ESTABLISHED BY HOLDING RECORD POSITION PER (R8) AT THE SOUTH
<br />END AND RECORD POSITION AT THE NORTH END FROM (R9) AND RUNNING ROTATED, PRORATED RECORD COURSES FROM
<br />(R10)
<br />[4] S.F.N.-DETERMINED 1/4 CORNER BY PRORATION PER (R11)
<br />[5] DETERMINED CENTER OF SECTION BY INTERSECTION OF BEARINGS FROM ADJACENT 1/4 CORNERS.
<br />[6] THIS TIE LINE WAS ESTABLISHED TO FACILITATE THE MATHEMATICAL CLOSURE OF THE PARCEL AND IS NOT INTENDED TO
<br />BE INTERPRETED AS A BOUNDARY LINE.
<br />[7] AFTER AN EXHAUSTIVE SEARCH, NO MONUMENTATION WAS FOUND FOR (R8)-ALL PERTINENT MONUMENTATION REPLACED
<br />BY RECORD DATA.
<br />(8) RIVER EDGE WAS FOUND TO BE IMPASSIBLE OVER LAND AND ACCURATE POSITION UNOBTAINABLE BY WATER DUE TO
<br />OVERGROWTH. POSITION OF RIVER SHOWN HEREON WAS OBTAINED BY PLOTTING POSITION OF RIVER FROM USGS 7.5
<br />MINUTE MAP "LOCKEFORD QUADRANGLE", LAST UPDATED JUNE 2021 AND IS DEEMED TO BE SUITABLY ACCURATE FOR
<br />THE PURPOSES OF THIS SURVEY. 1 1
<br />[9] THIS SURVEY DOES NOT PROPORT TO SHOW, IN ANY WAY, THE LIMITS OF THE RIGHTS TO THE RIVER OF THE STATE OF
<br />CALIFORNIA. IT IS ONLY TO SHOW PROPERTY LINES PROJECTED TO THE RIVER.
<br />[10] SET MONUMENT APPROXIMATELY 225.00' FROM RIVER EDGE.
<br />[11] SET MONUMENT APPROXIMATELY 150.00' FROM RIVER EDGE.
<br />[12] SET MONUMENT APPROXIMATELY 952.00' FROM RIVER EDGE.
<br />[13] SET MONUMENT APPROXIMATELY 245.00' FROM RIVER EDGE.
<br />[14] ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br />FOLM
<br />1❑
<br />kfQbLNM TABLE:
<br />FOUND 3/4" REBAR, NO TAG AT E 1/4 CORNER OF SEC. 3 PER
<br />(R7).
<br />02
<br />FOUND 1" IRON PIPE WITH PLASTIC PLUG STAMPED "CALIF DOT"
<br />PER CR-17-48, ACCEPTED AS MARKING CENTER OF SEC. 3.
<br />03
<br />FOUND 5/8" IRON ROD, NO TAG, 1.05' SOUTHERLY FROM 1/4
<br />CORNER, ACCEPTED AS FOUND PER (R12).
<br />®
<br />FOUND 3/4" REBAR W/ CAP STAMPED L.S. 4124-NO RECORD
<br />ACCEPTED IN LIEU OF AXLE PER (R10), AS MARKING 1/4 CORNER.
<br />5
<br />FOUND 1-1/2" IRON PIPE, NO TAG. ACCEPTED AS SET PER (R10).
<br />6
<br />FOUND 3/4" REBAR W/ CAP STAMPED R.C.E. 19638 PER (R7).
<br />7
<br />FOUND 3/4" REBAR, NO TAG AT NE CORNER OF SEC. 34
<br />ACCEPTED AS FOUND PER (R11).
<br />®
<br />FOUND 5/8" REBAR, W/ ALUMINUM CAP STAMPED "BPENGINEERS
<br />RYAN PLS 8630" AT N 1/4 CORNER OF SEC. 34 PER R.S. 37-147,
<br />S.J.C.R..
<br />�9
<br />FOUND 3/4" REBAR, NO TAG AT NW CORNER OF SEC. 3 PER
<br />(R12).
<br />QO
<br />FOUND 3/4" REBAR W/ CAP STAMPED L.S. 4124-NO RECORD.
<br />©1
<br />FOUND 1" IRON PIPE, NO TAG. ACCEPTED AS SET IN LIEU OF
<br />1-1/2- IRON PIPE PER (R10).
<br />©2
<br />FOUND 1" IRON PIPE, NO TAG, BENT. MEASURED BASE OF PIPE AT
<br />z
<br />POINT OF ROTATION. ACCEPTED AS SET IN LIEU OF 1-1/2" IRON
<br />00
<br />PIPE PER (R10).
<br />W 0
<br />FOUND 1-1/2" IRON PIPE, NO TAG AT NE CORNER OF SECTION 3.
<br />Ln
<br />PER (R7,R11).
<br />rrT 4
<br />FOUND 3/4" REBAR, ACCEPTED AS SET PER (R9).
<br />5
<br />FOUND 3/4" IRON PIPE, NO TAG, NO RECORD FITS POSITION AS
<br />CALCULATED PER THIS SURVEY.
<br />I
<br />cn I w cn
<br />W m as c7
<br />w :ram
<br />z z
<br />v U) L4M
<br />m N n I Ln rn
<br />I`
<br />I
<br />i
<br />i
<br />�ti�
<br />P.O.B.(R2)
<br />3.43'
<br />0 i
<br />[7]
<br />wl
<br />0
<br />m I
<br />N86'10'31"W 189.48'(R8)
<br />�I
<br />OD
<br />DETAIL "A"
<br />"=10'
<br />'I
<br />SCALE:1
<br />Doc ": 2025-000512
<br />01/03/2025 10:35:27 AM
<br />Page: 1 of 2 Fee: $98.00
<br />Steve J. Bestolarides
<br />San Joaquin County Recorders
<br />Paid �B.: �SHOWN ON DOCUMENT
<br />'III AUmIlmi'1111
<br />PREPARED BY:
<br />D.B. Wilton �
<br />LAND SURVEYING
<br />PO BOX 435 LODI CA 9524 1 -0435
<br />(209) 747-01 69 dbw5urvey@yahoo.com
<br />SHEET 1 OF 2
<br />
|