|
41-85
<br />3662.57'
<br />2-1�/4" BRASS DISC FOR
<br />SECTION CORNER PER R3
<br />I 2-1/4" BRASS DISC
<br />FOR NE CORNER
<br />N87'51'20"W 5239.61' (N88'20'27"W 5239.92')R3 rQi - SECTION 18 PER R3,R4
<br />1577.04' (1577.09')R3 AT LOCATION OF BOLT
<br />STA TF HIGHWA Y 12 & WASHER PER R2
<br />45 STRIP GRANTED TO STATE OF CA. ---�
<br />4465 O.R. 421
<br />w�
<br />! N87'51'20"W 1448.82'
<br />\ (N88'20'27"W 1448.88')R3,R4 0.30' BELOW GRADE
<br />c
<br />COUNTY SURVEYOR'S STATEMENT RECORDER'S STATEMENT
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL FILED THIS DAY OF M>�R 2025, AT A •531� .M.
<br />LAND SURVEYORS' ACT THIS ' T 1m DAY OF M AaCL.4 2025. IN BOOK �'' OF SURVEYS, AT PAGE I .�
<br />AT THE REQUEST OF THE COUNTY SURVEYOR. e
<br />\ FEE: #- + Doc 0: 2025-020963 - r`
<br />03/13/2025 09:53:46 AM 00
<br />`A& Page: 1 of 1 Fee: $95,00
<br />JAMES E. HART, P.LS. 8657 Steve J. Bestolarides
<br />y
<br />San Joaquin Count Recorders ; COUNTY SURVEYOR SIEVE J. TOLARIDES Paid By: SHOWN ON yDOCUMENT I I '-K
<br />0o y � m • ASSESSOR-RECORDER-C(X1NTY CLERK ,III e1� RX"'I,
<br />��L`� ` VIII
<br />I III I Ccoc
<br />O\4 jrjilt� i�h�li1 I[' 00
<br />J, /DEPUTY RECORDERv
<br />��,� Y M • Rt vl �.
<br />I
<br />xrplCpo r' �� o
<br />C\moo `�� ��� , BASIS OF BEARINGS CONTROL DIAGRAM (N.T.S.) a, 001
<br />P275 o>
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
<br />A N:2304453.942'
<br />CALIFORNIA COORDINATE SYSTEM, ZONE 3, NAD 83, EPOCH / \ E: 6356661.494' o 12 w
<br />2017.50, AS DETERMINED LOCALLY BY A LINE BETWEEN / a 00 M
<br />jr
<br />� CONTINUOUS GLOBAL POSITIONING SYSTEMS STATION P256 0 cb.//tp
<br />\ AND STATION P275, TAKEN AS NORTH 38054'44.5" EAST AS Cp �=
<br />r� DERIVED FROM GEODETIC VALUES PUBLISHED BY THE I a o
<br />x� CALIFORNIA SPATIAL REFERENCE CENTER. �3`'./ ; o
<br />i� `
<br />S�
<br />�y� 2� / / POINT 'B' \ �� 'y. \ `1' o
<br />F, to
<br />N: 2230067.749' �• w. ©wo
<br />t^\ �L / / E: 6311179.806' \ ,N
<br />0
<br />I�------------ i IN z
<br />Iry .�� P256 N48'19'22"E 98,200.49'
<br />Q� �ia �� / N: 2163691.615' PANT A
<br />LO N: 2228988.482'
<br />'tN R lb LANDS OF E: 6243030.508'C4 Of
<br />GRAPHIC SCALE -� E:6316376.644' r
<br />r-� Gj RIPKEN FAMILY TRUST o
<br />-100 o 100 200 r' Z:22.83'(NAVD88) $ o
<br />�\ v�,� �' D.N. 2016-160843 •10
<br />23.57 ACRES N
<br />tJiP Oi9. cz� M N
<br />1-
<br />r0+ Q
<br />( IN FEET) o
<br />1 inch = 100 ft. 0.2' FROM r� N
<br />CORNER HELD �'c' (1096.56')R2,D1 M&R2 I o
<br />(1094.38')R3,R4 40.03'
<br />1096.79
<br />SURVEYOR S NOTE 1 �i 'R•- � w - Os
<br />RAILROAD RIGHT-OF-WAY ESTABLISHED AS A 50-FOOT S8T38 48 E 1136.82 of
<br />OFFSET FROM A BEST -FIT LINE DERIVED BY LINEAR (S88'26'S5"E 1134.40')R3 m
<br />REGRESSION ALONG MEASURED CENTER LINE OF TRACKS, (S88'09'30"E)R2,D1 POINT 'A' a
<br />BASED ON A TOP OF RAIL SURVEY BY CINQUINI & I :
<br />PASSARINO, INC., IN JANUARY, 2022. s
<br />\ DETAIL 'A' /� N
<br />SURVEYOR'S NOTE 2 NOT TO SCALE M
<br />I.N. 99093623 & R2 REFERENCE COUNTY BOARD OF ` i ��®®®®- _!!!- ®®���_------ LANDS OF 1p
<br />0.4' BELOW GRADE I JAMES TRUST t4)
<br />SUPERVISORS MINUTES FROM 1861 (ORDER DECLARING ( N� 0.1' FROM CORNER I I.N. 99093623
<br />PUBLIC HIGHWAY) PERTAINING TO DEVRIES (FORMERLY I 3 HELD FOR LINE I 10.01 ACRES DETAIL `B' 00
<br />TELEGRAPH) ROAD. THE DESCRIPTION FOR THE LANDS OF j Cp
<br />N V'- N87'38'48"W I (10.00)R2,D2 �
<br />RIPKEN TRUST (D.N. 2016-160843) DOES NOT EXCEPT THAT rcP I V'+ I NOT TO SCALE
<br />PORTION OF DEVRIES ROAD LYING IN SECTION 18. \ A ' - � � �- � � 906.04I "' "`'`., � N i d.
<br />UNDERLYING FEE TITLE TO SAID PORTION HAS NOT BEEN
<br />DETERMINED. U% vo I NORTH LINE OF SOUTH
<br />SURVEYOR'S
<br />Z0 1/2 OF NE 1/4 OF a O' - N 0.17' "� iv
<br />1r I� SECTION 18 PER R3�p _� t � ` U i
<br />1688.23' "'- 903.72' I a
<br />I N87'57'55"W I ! a
<br />\---------------L__----_---J \w6.04'
<br />STATEMENT ' ` '~(R2)
<br />SURVEYORS NOTE 3
<br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION N 1 ®"` NORTH LINE OF LODI COLONY TRACT PER R2 ,`" --"''� I I
<br />IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS'
<br />ACT AT THE REQUEST OF TRANSYSTEM'S MI OCTOBER, 2021.
<br />SAND
<br />S
<br />J 7
<br />AmM.y, P.L 7 35 rq ,�
<br />ao •�
<br />S/ 04
<br />No. 7935 �Q Z
<br />DA �rFOP CA\_
<br />.►- 2221.9V
<br />3/4" REBAR W/ PLASTIC CAP "LS 4124"-Z--10' o �_
<br />MARKING CENTER OF SECTION 18 PER R3,R4
<br />D.D. SHEET NO. 14
<br />w
<br />w
<br />THIS SURVEY ACCEPTS SAID LINE AS BEING
<br />z_
<br />� _z
<br />THAT PORTION OF THE NORTH LINE OF THE
<br />in z
<br />;l) z
<br />o -'
<br />o -'
<br />SOUTH HALF OF THE NORTHEAST QUARTER OF
<br />_j
<br />-,
<br />I U p
<br />z
<br />C) o
<br />SECTION 18 LYING EASTERLY OF THE RAILROAD
<br />U
<br />L !
<br />z
<br />z o
<br />Z o \,
<br />I
<br />(N88'09'30"W 906.00')D1,R2
<br />1
<br />!
<br />N8T38'48"W 9D6 04'
<br />1
<br />N87'57'55"W 2631.98'
<br />(N88'26'55"W)R3
<br />SOUTH LINE OF NE 1/4
<br />OF SECTION 18 PER R3
<br />N88'04'26"W 2644.17' -
<br />(N88'33'23"W 2644.38')R3,R4
<br />903.72'
<br />(903.84')R3,R4
<br />422.24'
<br />KINGDOW ROAD
<br />LANDS OF
<br />HART
<br />D.N. 2015-006856
<br />(1320.03')R3
<br />(1320.00')R2
<br />n 1319.95'
<br />-(40.02')R3
<br />40.03' M,R2
<br />-�: RAILROAD SPIKE
<br />_ FOR 1 /4 CORNER
<br />PER R2,R3,R4
<br />LOCATION MAP (N.T.S.)l
<br />LEGEND
<br />SUBJECT PROPERTY BOUNDARY
<br />ADJACENT PROPERTY BOUNDARY
<br />ROADWAY CENTERLINE
<br />AREA GRANTED BY 4465 O.R. 421
<br />- - - - - - - SURVEY TIE
<br />x-x-x- WIRE FENCE
<br />• FOUND 1-1/2" IRON PIPE, NOT TAGGED PER R2
<br />FOUND 3/4" REBAR WITH 2" ALUMINUM CAP STAMPED
<br />"BAUMBACH do PIAZZA ELSON PLS. 7889" PER R4, OR
<br />AS NOTED
<br />* FOUND 3/4" REBAR WITH PLASTIC CAP, TAGGED RCE
<br />19638 PER R3
<br />FOUND MONUMENT IN MONUMENT WELL AS NOTED
<br />CONTINUOUSLY OPERATING REFERENCE STATION
<br />M MEASURED
<br />D.N. DOCUMENT NUMBER, S.J.C.R.
<br />N.T.S NOT TO SCALE
<br />O.R. OFFICIAL RECORDS, S.J.C.R.
<br />S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br />I.N. INSTRUMENT NUMBER, S.J.C.R.
<br />R.S. RECORD OF SURVEY. S.J.C.R.
<br />FNC FENCE
<br />SNF SEARCHED NOT FOUND
<br />NOTES
<br />ALL DISTANCES AND DIMENSIONS ARE IN U.S. SURVEY FEET AND DECIMALS
<br />THEREOF.
<br />ALL TIES ARE AT RIGHT ANGLES UNLESS OTHERWISE NOTED.
<br />ALL MEASURED DISTANCES ARE GRID. TO OBTAIN GROUND DISTANCES DIVIDE
<br />BY A COMBINATION FACTOR OF 0.9999529722 (DERIVED AT POINT 'A'). ALL
<br />RECORD DATA IS SHOWN IN ITS NATIVE FORMAT.
<br />REFERENCES
<br />R1
<br />MAP OF LODI COLONY TRACT
<br />BOOK 3 PAGE 30
<br />S.J.C.R.
<br />R2
<br />RECORD OF SURVEY
<br />BOOK 13 PAGE 87
<br />S.J.C.R.
<br />R3
<br />RECORD OF SURVEY
<br />BOOK 34 PAGE 188
<br />S.J.C.R.
<br />R4
<br />RECORD OF SURVEY
<br />BOOK 38 PAGE 125
<br />S.J.C.R.
<br />D1
<br />QUITCLAIM DEED
<br />I.N. 99093623
<br />S.J.C.R.
<br />D2
<br />GRANT DEED
<br />BOOK "A" OF DEEDS
<br />S.J.C.R.
<br />VOL 306 PAGE 226
<br />RECORD OF SURVEY
<br />OF THE LANDS OF
<br />THE RIPKEN FAMILY TRUST & THE JAMES TRUST AS DESCRIBED
<br />BY D.N. 2016-160843 & I.N. 99093623, S.J.C.R., LYING IN
<br />SECTION 18, T.3N., R.6E., MOUNT DIABLO BASE & MERIDIAN
<br />COUNTY OF SAN JOAQUIN
<br />MAY, 2022
<br />STATE OF CALIFORNIA
<br />SCALE: 1" = 100'
<br />CINQUINI & PASSARINO, INC.
<br />LAND SURVEYING
<br />o BOUNDARY
<br />1360 No. Dutton Ave.
<br />o TOPOGRAPHIC
<br />Santa Rosa, Ca. 95401
<br />,�L CONSTRUCTION
<br />Phone: (707) 542-6268
<br />o SUBDIVISIONS
<br />Fax: (707) 542-2106
<br />WWW. CINQUINIPASSARINO. COM
<br />SHEET 1 OF 1
<br />CPI FILE NO. 9599-21
<br />41mm- 165
<br />
|