|
50' 1 50'
<br />Of
<br />FD. 1" LROD(NO
<br />(NO REFERENCE)
<br />N49'52'52"E 0.8
<br />FROM CORNER
<br />1/4 SECTION LINE
<br />N FD. 3/4" I. R
<br />(NO TAG)
<br />1/4 SECTION LINE
<br />200'
<br />S 87.42' W 1040.68'(R1)
<br />+ R.S. 28-155, S.J.C.R.
<br />CONGRESSIONAL GRANT LINE
<br />PER (R1)
<br />RESTRICTED ACCESS
<br />PER (R1)(R2)
<br />555.07' (M) (R 1)
<br />� S 81'105/ W
<br />C3
<br />3 FD. 3/4" I.ROD(R1)
<br />^ (NO TAG)
<br />cr, FD. 3/4" I.ROD(R1)
<br />I w (NO TAG)
<br />`n �'N I BOOK 3977, PAGE 41,
<br />o N 1 OFFICIAL RECORDS,
<br />=o I o S. J. C. R.
<br />0 ' I N
<br />l� N1N
<br />N ,
<br />Ln
<br />C4 SET CHISELED "X"
<br />cr_ I WITH BRASS TAG
<br />L.S. 7269 IN
<br />CONCRETE
<br />SET WITNESS CORNER
<br />N 03'54'30" E 2.00' I C(5k
<br />I0 FROM CORNERCn
<br />CD
<br />CENTERLINE &
<br />1/4 SECTION LINE
<br />S87'42'00'1N 40.04'(M)
<br />FD. 3/4" LROD IN
<br />MONUMENT BOX AT
<br />CENTER OF SEC. 13(R1)
<br />WITH TAG(ILLEGIBLE) zZ9.33'(M)
<br />O
<br />40 V
<br />V)
<br />W
<br />DETAIL "A"
<br />NOT TO SCALE
<br />FD. 3/4" I.ROD(R1)
<br />(NO TAG)
<br />3.30 ACRES±
<br />SET CHISELED "X"
<br />WITH BRASS TAG
<br />L.S. 7269 IN
<br />CONCRETE
<br />R = 2200.00'(R2)(M)
<br />L = 571.20'(R2)(M)
<br />A = 14'52'34"(R2)(M)
<br />CB. = N70'00'42"E(R2)
<br />N70-00'53"E(M)
<br />CH. = 569.60'(M)
<br />S8 \4 30 f�
<br />DETAIL "B"
<br />NOT TO SCALE
<br />CONCRETE
<br />" E N 87' 41 ' 30" E Cis
<br />N 83'07'04121.97'(M)(R2) C
<br />17 8.00' (M) I O 1
<br />177.98'(R2)
<br />�s.
<br />Nm
<br />I I
<br />zI zI
<br />FD. 3/4" LROD(NO TAG)
<br />NO3' 10'50"E 0.85'
<br />FROM CORNER
<br />CENTERLINE &
<br />1/4 SECTION LINE
<br />i Z
<br />OL
<br />W
<br />O�
<br />�_ N
<br />N
<br />to
<br />Iq
<br />14,0
<br />to
<br />N Lo
<br />..z
<br />z
<br />�? m
<br />no
<br />N
<br />I N
<br />WQ
<br />Q]
<br />o°
<br />r7
<br />LO
<br />0
<br />b
<br />0
<br />z
<br />80' 1 R/W
<br />40' 1 40'
<br />HARNEY LANE
<br />W
<br />cn
<br />0
<br />Y
<br />U
<br />0
<br />(n
<br />FD. 3/4" LROD IN
<br />MONUMENT BOX PER
<br />CR -17-188, S.J.C.S.R.
<br />WITH CAP(ILLEGIBLE)
<br />AT 1/4 SECTION CORNER
<br />PER M.&P. 44-49, S.J.C.R.
<br />REFERENCES:
<br />(R1) R.S. 28-155, S.J.C.R.
<br />(R2) BOOK 3971, PAGE 41, OFFICIAL RECORDS, S.J.C.R.
<br />FD.
<br />3/4" I.ROD(R1)
<br />LEGEND
<br />FD.
<br />FOUND
<br />CURVE TABLE
<br />(NO
<br />TAG)
<br />CURVE
<br />RADIUS
<br />FD. 3/4" LROD IN
<br />DELTA
<br />CHORD LENGTH
<br />SEE
<br />DETAIL "A"
<br />S.J.C.R.
<br />SAN JOAQUIN COUNTY RECORDS
<br />I MONUMENT BOX AT
<br />Cl
<br />25.00'(R1)(M)
<br />38.23'(R1)(M)
<br />87'36'30"(R1)(M)
<br />34.61'(R1)(M)
<br />S 43.53'45" W(R1)(M)
<br />CENTER OF SEC. 13(R1)
<br />(M)
<br />MEASURED
<br />C2
<br />900.00'(R1)(M)
<br />193.62'(R1)(M)
<br />WITH TAG(ILLEGIBLE)
<br />193.25'(R1)(M)
<br />S 76'57'28" W(R1)(M)
<br />LR
<br />ARCCI LENGTH
<br />C3
<br />2805.00'(R1)(M)
<br />FD.
<br />3/4" I.ROD(R1)
<br />125.67'(R1)(M)
<br />S 81'10'47" W(R1)(M)
<br />A
<br />DELTA
<br />(NO
<br />TAG)
<br />z I
<br />co
<br />^
<br />172.62'(M)
<br />N 81-32'51- E(R2)
<br />SEE
<br />DETAIL "B"
<br />CHORD BEARING
<br />CHORD LENGTH
<br />CENTERLINE &
<br />N
<br />C-4 M_
<br />tV
<br />1/4 SECTION LINE
<br />\�
<br />C5
<br />25.00'(R2)(M)
<br />Cl� C1
<br />92'24'08"(R2)
<br />r-
<br />S 46'05'56" E(R2)
<br />\tJ
<br />S.J.CO.
<br />SAN JOAQUIN COUNTY
<br />:gI
<br />N
<br />�o
<br />S 46'06'30" E(M)
<br />I.ROD
<br />w
<br />C2'
<br />S. J. C. S. R.
<br />_
<br />CR
<br />CORNER RECORD, S.J.C.S.R.
<br />CENTURY
<br />SET
<br />NAIL WITH
<br />ro 04
<br />v_
<br />LO
<br />0
<br />BRASS TAG
<br />S 87'42'00" W
<br />'n M
<br />v
<br />0 I
<br />BOULEVARD
<br />RADIAL BEARING
<br />L.S.
<br />7269 IN
<br />132.84'(M)(R1)
<br />SET CHISELED "X"
<br />WITH BRASS TAG
<br />L.S. 7269 IN
<br />CONCRETE
<br />R = 2200.00'(R2)(M)
<br />L = 571.20'(R2)(M)
<br />A = 14'52'34"(R2)(M)
<br />CB. = N70'00'42"E(R2)
<br />N70-00'53"E(M)
<br />CH. = 569.60'(M)
<br />S8 \4 30 f�
<br />DETAIL "B"
<br />NOT TO SCALE
<br />CONCRETE
<br />" E N 87' 41 ' 30" E Cis
<br />N 83'07'04121.97'(M)(R2) C
<br />17 8.00' (M) I O 1
<br />177.98'(R2)
<br />�s.
<br />Nm
<br />I I
<br />zI zI
<br />FD. 3/4" LROD(NO TAG)
<br />NO3' 10'50"E 0.85'
<br />FROM CORNER
<br />CENTERLINE &
<br />1/4 SECTION LINE
<br />i Z
<br />OL
<br />W
<br />O�
<br />�_ N
<br />N
<br />to
<br />Iq
<br />14,0
<br />to
<br />N Lo
<br />..z
<br />z
<br />�? m
<br />no
<br />N
<br />I N
<br />WQ
<br />Q]
<br />o°
<br />r7
<br />LO
<br />0
<br />b
<br />0
<br />z
<br />80' 1 R/W
<br />40' 1 40'
<br />HARNEY LANE
<br />W
<br />cn
<br />0
<br />Y
<br />U
<br />0
<br />(n
<br />FD. 3/4" LROD IN
<br />MONUMENT BOX PER
<br />CR -17-188, S.J.C.S.R.
<br />WITH CAP(ILLEGIBLE)
<br />AT 1/4 SECTION CORNER
<br />PER M.&P. 44-49, S.J.C.R.
<br />REFERENCES:
<br />(R1) R.S. 28-155, S.J.C.R.
<br />(R2) BOOK 3971, PAGE 41, OFFICIAL RECORDS, S.J.C.R.
<br />D.D. SHEET NO. 15B
<br />Doc 4 2023-073991
<br />09/18/2023 01:22:09 PM
<br />Page: 1 of 1 Fee: $95,00
<br />Steve J. Besto7.arides
<br />Sar? Joagvin County Recorders
<br />Paid By; SHOWN ON DOCUMENT
<br />RECORD OF SURVEY
<br />of
<br />A PORTION OF THE SOUTHWEST
<br />QUARTER OF SECTION 13,
<br />T. 3N., R. 6E., M.D.B. &M., CITY OF LODI,
<br />SAN JOAQUIN COUNTY,
<br />CALIFORNIA
<br />SHEET 1 OF 1 SHEET
<br />JULY, 2023
<br />CAMIN#,
<br />AA
<br />DILLON & MURPHY
<br />E N G I N E E R I N G
<br />DILLON & MURPHY
<br />ENGINEERING
<br />847 N. CLUFF AVENUE
<br />SUITE A-2, LODI, CA 95240
<br />(209) 334-6613
<br />BASIS OF BEARINGS:
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF SOUTH
<br />STOCKTON STREET, WHICH BEARS N 00'05'30" E, AS SHOWN IN BOOK 28 OF
<br />SURVEYS, AT PAGE 155, SAN JOAQUIN COUNTY RECORDS.
<br />MONUMENTS SET
<br />3/4" X 30" IRON ROD WITH CAP, STAMPED L.S. 7269, SHOWN
<br />AS O , UNLESS OTHERWISE NOTED.
<br />SURVEYOR'S STATEMENT:
<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 THE CITY OF LODI IN MAY, 2023.
<br />714
<br />DATED THIS 6, DAY OF 2023.
<br />�p LAND S&
<br />MUR,pyo
<br />OOV MURPHY L.S. 7269 No. 7269
<br />EXP. 12-31-24
<br />COUNTY SURVEYOR'S STATEMENT.• T
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
<br />PROFESSIONAL LAND SURVEYORS' ACT THIS /4j -r DAY OF
<br />_51FPTCMREY- , 2023.
<br />AL E.�96&
<br />.16
<br />JAMES E. HART, COUNTY SURVEYOR o F
<br />L.S. NO. 8657 LICENSE
<br />* No. 8657
<br />s�lFOF C p_ \X pQ-
<br />RECORDER'S STATEMENT:
<br />FILED THISDAY OF , 2023,
<br />AT M. IN BOOK F SURVEYS, AT PAGE ,
<br />AT THE REQUEST OF JOE MURPHY.
<br />FEE: $
<br />STEVE J. BESTOLARIDES
<br />ASSESSOR -RECORDER -COUNTY CLERK
<br />BY:
<br />X31M EPUTY RE ER
<br />2325
<br />S:\2023\2325\CAD\Record of Survey.dwg Sep 05, 2023
<br />0-1
<br />LEGEND
<br />FD.
<br />FOUND
<br />CURVE TABLE
<br />CURVE
<br />RADIUS
<br />LENGTH
<br />DELTA
<br />CHORD LENGTH
<br />CHORD BEARING
<br />S.J.C.R.
<br />SAN JOAQUIN COUNTY RECORDS
<br />Cl
<br />25.00'(R1)(M)
<br />38.23'(R1)(M)
<br />87'36'30"(R1)(M)
<br />34.61'(R1)(M)
<br />S 43.53'45" W(R1)(M)
<br />(M)
<br />MEASURED
<br />C2
<br />900.00'(R1)(M)
<br />193.62'(R1)(M)
<br />12' 19'35"(R1)(M)
<br />193.25'(R1)(M)
<br />S 76'57'28" W(R1)(M)
<br />LR
<br />ARCCI LENGTH
<br />C3
<br />2805.00'(R1)(M)
<br />125.68'(R1)(M)
<br />2'34'02"(R1)(M)
<br />125.67'(R1)(M)
<br />S 81'10'47" W(R1)(M)
<br />A
<br />DELTA
<br />C4
<br />2995.00'(R2)(M)
<br />172.65'(R2)(M)
<br />3'18'10"(R2)(M)
<br />172.62'(M)
<br />N 81-32'51- E(R2)
<br />CB.
<br />CH.
<br />CHORD BEARING
<br />CHORD LENGTH
<br />N 81'33'02" E(M)
<br />R/W
<br />RIGHT-OF-WAY
<br />C5
<br />25.00'(R2)(M)
<br />40.32'(R2)(M)
<br />92'24'08"(R2)
<br />36.09'(M)
<br />S 46'05'56" E(R2)
<br />S.J.CO.
<br />SAN JOAQUIN COUNTY
<br />92.24'00"(M)
<br />S 46'06'30" E(M)
<br />I.ROD
<br />IRON ROD
<br />S. J. C. S. R.
<br />SAN JOAQUIN COUNTY SURVEYOR'S RECORDS
<br />CR
<br />CORNER RECORD, S.J.C.S.R.
<br />R.S.
<br />RECORD OF SURVEY
<br />(R)
<br />RADIAL BEARING
<br />NOTE- ALL RECORDS ARE OF
<br />SAN JOAQUIN
<br />COUNTY. BOOK
<br />R.R.
<br />RAILROAD
<br />PRECEDES PAGE. ALL DISTANCES
<br />ARE MEASURED OR CALCULATED
<br />M.&P.
<br />MAPS AND PLATS
<br />FROM MEASURED UNLESS OTHERWISE NOTED.
<br />-AV-
<br />FD. MONUMENT AS NOTED
<br />D.D. SHEET NO. 15B
<br />Doc 4 2023-073991
<br />09/18/2023 01:22:09 PM
<br />Page: 1 of 1 Fee: $95,00
<br />Steve J. Besto7.arides
<br />Sar? Joagvin County Recorders
<br />Paid By; SHOWN ON DOCUMENT
<br />RECORD OF SURVEY
<br />of
<br />A PORTION OF THE SOUTHWEST
<br />QUARTER OF SECTION 13,
<br />T. 3N., R. 6E., M.D.B. &M., CITY OF LODI,
<br />SAN JOAQUIN COUNTY,
<br />CALIFORNIA
<br />SHEET 1 OF 1 SHEET
<br />JULY, 2023
<br />CAMIN#,
<br />AA
<br />DILLON & MURPHY
<br />E N G I N E E R I N G
<br />DILLON & MURPHY
<br />ENGINEERING
<br />847 N. CLUFF AVENUE
<br />SUITE A-2, LODI, CA 95240
<br />(209) 334-6613
<br />BASIS OF BEARINGS:
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF SOUTH
<br />STOCKTON STREET, WHICH BEARS N 00'05'30" E, AS SHOWN IN BOOK 28 OF
<br />SURVEYS, AT PAGE 155, SAN JOAQUIN COUNTY RECORDS.
<br />MONUMENTS SET
<br />3/4" X 30" IRON ROD WITH CAP, STAMPED L.S. 7269, SHOWN
<br />AS O , UNLESS OTHERWISE NOTED.
<br />SURVEYOR'S STATEMENT:
<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 THE CITY OF LODI IN MAY, 2023.
<br />714
<br />DATED THIS 6, DAY OF 2023.
<br />�p LAND S&
<br />MUR,pyo
<br />OOV MURPHY L.S. 7269 No. 7269
<br />EXP. 12-31-24
<br />COUNTY SURVEYOR'S STATEMENT.• T
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
<br />PROFESSIONAL LAND SURVEYORS' ACT THIS /4j -r DAY OF
<br />_51FPTCMREY- , 2023.
<br />AL E.�96&
<br />.16
<br />JAMES E. HART, COUNTY SURVEYOR o F
<br />L.S. NO. 8657 LICENSE
<br />* No. 8657
<br />s�lFOF C p_ \X pQ-
<br />RECORDER'S STATEMENT:
<br />FILED THISDAY OF , 2023,
<br />AT M. IN BOOK F SURVEYS, AT PAGE ,
<br />AT THE REQUEST OF JOE MURPHY.
<br />FEE: $
<br />STEVE J. BESTOLARIDES
<br />ASSESSOR -RECORDER -COUNTY CLERK
<br />BY:
<br />X31M EPUTY RE ER
<br />2325
<br />S:\2023\2325\CAD\Record of Survey.dwg Sep 05, 2023
<br />0-1
<br />
|