|
O SEC. 2
<br />SEC. J
<br />I SEC. 1 1
<br />I
<br />SCALE: N 1" = 200'
<br />FD. 3/4" I.PIN(R6) N25 -30.52"E
<br />0.30' FROM CALCULATED CORNER, \
<br />NEAR R.R. TIE POST(R6).
<br />MAY HAVE BEEN DISTURBED
<br />Sqj�( R0A
<br />�- R = 1218.94'(R1)(M)
<br />SECTION LINE I �� J L = 526.96'(R1)(M)
<br />A = 24'46'11 "(R1)(M)
<br />CB. = N59'40'15"E(M)
<br />CH. = 522.87'(M)
<br />SEE DETAIL "B"
<br />25'
<br />SEC. J
<br />FD. S.J.CO. LPIN
<br />AND WASHER (R2)
<br />CR -08-125
<br />28.45 AC(GROSS)
<br />0.16 AC(RW)
<br />28.29 AC(NET)
<br />TRACT A
<br />DOC. #2022-130344
<br />SEE DETAIL "A"
<br />O ROAD
<br />27.42'(C) 4 p
<br />R 470.00 (R1)(M)
<br />N42.42 5 w(R 0 SITE
<br />L - 292.24'(C) 03 _! iR 1) N Q
<br />292.13'(R1) --\148.0 , at
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<br />SAN JOAQUIN COUNTY SURVEYOR'S RECORDS
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<br />SEC. J
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<br />CR -08-125
<br />28.45 AC(GROSS)
<br />0.16 AC(RW)
<br />28.29 AC(NET)
<br />TRACT A
<br />DOC. #2022-130344
<br />SEE DETAIL "A"
<br />O ROAD
<br />27.42'(C) 4 p
<br />R 470.00 (R1)(M)
<br />N42.42 5 w(R 0 SITE
<br />L - 292.24'(C) 03 _! iR 1) N Q
<br />292.13'(R1) --\148.0 , at
<br />N COMSTOCKO
<br />DOC. #2019-073306
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<br />35 36 44 (R1)
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<br />(R5)
<br />DOC. #
<br />DOCUMENT NUMBER
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<br />N 00'29'59" W\
<br />SAN JOAQUIN COUNTY
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<br />/
<br />83.77'(R1)
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<br />S. J. C. S. R.
<br />SAN JOAQUIN COUNTY SURVEYOR'S RECORDS
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<br />SAN COUNTY RECORDS
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<br />THIS SURVEY IS TO MONUMENT THE PARCELS AS DESCRIBED
<br />L = 179.1 8(R4)(M)
<br />•h
<br />R =
<br />RADIUS
<br />#2022-130344, S.J.C.R.
<br />0 = 8'25'20"(R4)(M)
<br />36.52'(M)(R1) 2
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<br />L
<br />ARC LENGTH
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<br />CHORD BEARING
<br />DOC. #2019-073306
<br />I
<br />LINE TABLE
<br />LINE
<br />BEARING
<br />LENGTH
<br />L1
<br />N00'29'59"W
<br />56.35(R1)
<br />(R1)
<br />DOC.
<br />`N8CH.
<br />�8�wiR
<br />(R2)
<br />CHORD GTH
<br />25-144, S.J.C.R.
<br />(R3)
<br />CR 15-289,
<br />R/W
<br />RIGHT-OF-WAY
<br />Q
<br />^
<br />(R5)
<br />DOC. #
<br />DOCUMENT NUMBER
<br />(R6)
<br />R.S.
<br />28-198, S.J.C.R.
<br />S.J.CO.
<br />SAN JOAQUIN COUNTY
<br />io
<br />I.PIPE
<br />IRON PIPE
<br />!n
<br />S. J. C. S. R.
<br />SAN JOAQUIN COUNTY SURVEYOR'S RECORDS
<br />y
<br />CR
<br />CORNER RECORD, S.J.C.S.R.
<br />of
<br />R.S.
<br />RECORD OF SURVEY
<br />N
<br />P.M.
<br />PARCEL MAP
<br />z Go
<br />(R)
<br />RADIAL BEARING
<br />-f-
<br />FD. MONUMENT AS NOTED
<br />DETAIL
<br />*130
<br />DIMENSION POINT
<br />I.PIN
<br />IRON PIN
<br />1" = 100'
<br />R.R.
<br />RAILROAD
<br />STATEMENT
<br />OF PURPOSE:
<br />THIS SURVEY IS TO MONUMENT THE PARCELS AS DESCRIBED
<br />THE PURPOSE OF
<br />IN THE DOCUMENT
<br />#2022-130344, S.J.C.R.
<br />(R1)
<br />DOC.
<br />#2022-130344, S.J.C.R.
<br />(R2)
<br />P.M.
<br />25-144, S.J.C.R.
<br />(R3)
<br />CR 15-289,
<br />S.J.C.S.R.
<br />(R4)
<br />DOC.
<br />#2019-073306, S.J.C.R.
<br />(R5)
<br />R.S.
<br />34-71, S.J.C.R.
<br />(R6)
<br />R.S.
<br />28-198, S.J.C.R.
<br />MONUMENTS:
<br />01 FD. MONUMENT WELL (UNABLE TO OPEN),
<br />USED TIES SHOWN ON (R3) TO ESTABLISH
<br />MONUMENT LOCATION.
<br />02 FD. 1" LPIPE, STAMPED "CALIF DOT"(R5)
<br />Q FD. 1" LPIPE, STAMPED "CALIF DOT'(R5)
<br />N81' 16'04"W 0.32' FROM CORNER
<br />® FD. 1" LPIPE, STAMPED "CALIF DOT -(R5)
<br />S87'22'10"W 0.47' FROM CORNER
<br />O5 FD. 1" LPIPE, STAMPED "CALIF DOT -(R5)
<br />N2747'35"W 1.18' RADIAL FROM LINE
<br />I I
<br />25' Q I I O
<br />I
<br />I
<br />SEC. 11
<br />594.93'(M) 594.92'(R1)(R4)
<br />SEC 14 N 89'45'35" E 2657.88'(M)(R2) -
<br />BAKER ROAD,_ n nn nus
<br />N.M. 2 -144 rv. SAJAM !.rim
<br />AND WASHER(R2)
<br />IN MONUMENT BOX
<br />CR -08-130
<br />NOTE- ALL RECORDS ARE OF SAN JOAQUIN COUNTY. BOOK
<br />PRECEDES PAGE. ALL DISTANCES ARE MEASURED OR CALCULATED
<br />FROM MEASURED UNLESS OTHERWISE NOTED.
<br />D.D. SHEET NO. 26
<br />N 89'45'35" E
<br />319.93'
<br />319.93'(M)_
<br />FD. S.J.CO. I.PIN AND
<br />WASHER (R2)
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<br />N 89'45'00" E(R1)
<br />N 89'45'35" E 250.00'(M)(R1)
<br />2.00 AC(GROSS)
<br />0.11 AC(
<br />1.89 AC(NET)
<br />TRACT B
<br />DOC. #2022-130344
<br />N 89'45'35" E
<br />250.00'
<br />250.00'(M)(R1)
<br />N 89'45'35" E 594.93'(M)
<br />- N 89'45'00" E 594.92'(R1)(R4)
<br />BAKER ROAD
<br />DETAIL "A"
<br />1"=60'
<br />20'
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<br />0
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<br />N 89'45'35" E
<br />25.00'
<br />-,,- 25.00'(M)(R1)
<br />20' Doc a: 2023-008513
<br />02/03/2023 08:54:15 AM
<br />Page: 1 of 1 Fee: $95.00
<br />Steve J. Bestolarides
<br />San Joaquin County Recorders
<br />Paid By: SHOWN ON DOCUMENT
<br />I I I I N� 1VR1ItF,:`i'I V'� V
<br />Y
<br />of
<br />A PORTION OF SECTION 111
<br />T. 2N. , R. 7E. , M. D. B. &M. ,
<br />SAN JOAQUIN COUNTY,
<br />CALIFORNIA
<br />SHEET 1 OF 1 SHEET
<br />NOVEMBER, 2022
<br />DILLON $ MURPHY
<br />CAA ENGINEERING
<br />847 N. CLUFF AVENUE
<br />DI LLON & MURPHY SUITE A-2, NODI, CA 95240
<br />E N G I N E E R I N G (209) 334-6613
<br />BASIS OF BEARINGS'
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WEST LINE OF SECTION 11,
<br />T.2N., R.7E., M.D.B.&M. WHICH BEARS N 00'46'55" W, AS SHOWN IN DOCUMENT
<br />2022-130344, SAN JOAQUIN COUNTY RECORDS.
<br />MONUMENTS SET.,
<br />3/4" X 30" IRON ROD WITH CAP, STAMPED L.S. 7269, SHOWN
<br />AS , UNLESS OTHERWISE NOTED.
<br />SURVEYOR'S S TA TEAIIEN T:
<br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
<br />DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND
<br />SURVEYORS' ACT AT THE REQUEST OF RICHARD BRANDSTAD IN NOVEMBER, 2022.
<br />DATED THIS 17" DAY OF J2444021 2023.
<br />MUR
<br />JOE RPHY L.S. 7269
<br />No. 7269
<br />( . EXP. 12-31-24
<br />COUNTY SURVEYW S STATEWENT:
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
<br />PRppFESSIONAL LAND SURVEYORS' ACT THIS 2 ^'� DAY OF
<br />FEg Q V 4IZ`( 2023.
<br />E. s p
<br />JAMES E. HART, COUNTY SURVEYOR * LICENSE
<br />L.S. NO. 8657 No. 8657
<br />RECORDER'S STA TEMENT.
<br />FILED THIS DAY0 . 2023,
<br />AT 0!-9 M. IN BOOKOF SURVEYS, AT PAGE
<br />AT THE REQUEST OF JOE MURPHY.
<br />FEE:
<br />BY: P, fil !:A.
<br />STEVE J. JBIESTOLARIDES "1t55'.4f DEPUTY RECORDER
<br />ASSESSOR -RECORDER -COUNTY CLERK
<br />40 X34
<br />22176
<br />S:\2022\22176\RECORD OF SURVEY.d«g Jon 16, 2023
<br />
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