|
2 ;:�5 Or ElEkRINO5
<br />THE NORTH SECTION LINE OF THE NORTHWEST QUARTER OF SECTION 32,
<br />T.4N., R. 7 E., BEING N 90' 00' 00" W, BEING SHOWN "EASE" ON (R3)
<br />SURVEYOR'S NOTE:
<br />THE TERMINI OF THESE SURVEYED
<br />LINES MAY OR MAY NOT BE AT
<br />LOW WATER ,MARK OF THE RIVER.
<br />THE PURPOSE AND SCOPE OF THIS
<br />SURVEY IS TO DETERMINE LINE
<br />DIRECTIONS FROM THE
<br />INTERSECTION OF THE SECTION
<br />LINES.
<br />RECORI)TCR'S JTAIS SENT
<br />Doc u: 2019-132616
<br />11/15/20i9 10:11:25 Rhi
<br />Paye: 1 of 1 Fee: $95.00
<br />Steve J. Bestolarides
<br />San .Joaquin County Recorders
<br />Paid By: SHOWN ON DOCUMENT
<br />ill N'4FI6'
<br />L
<br />FILED THIS ---/5-
<br />DAY OF __ n 1-_o•• ,, v______ 2013 AT
<br />&L; --Ll -_ -- -A.M. IN BOOK _m �j----------- OF SURVEYS, AT PAGE
<br />/4F. r"" AT THE REQUEST OF NUKE MANINA.
<br />QJ_
<br />FEE. 3-- r --
<br />ja -
<br />7i I n _caet$ BY riJ/da!C£�tj BAy
<br />STEVE J. BESTOLARIDES ASSGrAW/DEPUTY RECORDER
<br />ASSESSOR - RECORDER -
<br />COUNTY CLERK
<br />KENNEFICK
<br />T.4 IN R. 7 E ROAD
<br />SEC. 30 SEC. 29
<br />FD. BOLT PER (R3)
<br />1997.98
<br />(1997.85' R3 CALC.)
<br />SEC. 31 SEC. 32
<br />311Tw,E,-(0 R'S s Al EME'i lr
<br />'PlGODDRIDGE ROAD
<br />FD. RR SPIKE PER (R3)
<br />THIS MAP CORRECTLY REPRESENTS A SURVEY NAGE BY ME OR UNDER MY DIRECTION
<br />IN CONFORMANCE WITH THE REQUIRDMENTS OF THE PROFESSIONAL LAND SURVEYORS'
<br />ACT AT THE REQUEST OF MIKE MANNA IN JUNE, 2019.
<br />i
<br />DATED [HIS 'j � { DAY OF /J' L�h <� 2012.
<br />�-''--------- -_--
<br />��,�lit e. lJrlLrorl. L—aoeo
<br />LICENSE EXPIRATION DATE: 12/31/19
<br />COUNTY SURJE(OR'a ST,IIEVIENT:
<br />'�
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
<br />'
<br />SECTION 876F OF THE PROFESSIOTAAL LAND SURVEYORS' ACT ��AO
<br />ES F
<br />THIS -DAY OF _t`s/J�Jvv-(a 201E
<br />4 F! h
<br />____(4�ta
<br />��; WI I
<br />T.4 lel.) R. 7
<br />E. M.
<br />D.
<br />JAMES E. HART, L.S. 8657
<br />, ,
<br />-- —
<br />LAND 5UKVEYING
<br />* OCENSE
<br />COUNTY SURVEYOR
<br />s� NO. 3657
<br />LICENSE EXPIRATION DATE: 12/31/19
<br />ql
<br />019 NE, 1 9
<br />Ff,� (
<br />)
<br />�, CALIF.,
<br />REFERENCES:
<br />(R1) D.N. 2009-173115, S.J.C.R.
<br />(R2) R.S. 34-131, S.J.C.R.
<br />(209)747-01G9 Jbw5urvey@yahoo.ccrn
<br />(133) R.S. 17-122, S.J.C.R.
<br />(R4) P.M. 22-131, S.-J.C.R.
<br />PE R (R5)
<br />(R5) G.L.O. SURVEY PLAT OF
<br />'
<br />T.3N.,R.7E.,h1.D.B.&'J.
<br />`cClIOA! 5
<br />(R6) R.S. 28-71, S.J.C.R.
<br />I
<br />(R7) R.S. 5-238, S.J.C.R.
<br />(R8) C.R. 15-253, S.J.C.S.R.
<br />TA N., I R. 7 E.
<br />SEC. 31 SEC. 32
<br />N 89'52'43° 49 2C85.8O'
<br />FD. 1-1%2" IRON Pit] AT SECTION
<br />CORNER PER (R2)
<br />SEC. 6 SEC. 5
<br />T.3 N.,� R. 7 E.
<br />N 90'00'00" 'N (=:AST R3,R6)(BASIS OF "oEA.RINGS)
<br />(2664.76' M !z R"o) (2663.8 R3)
<br />666.18'(660.00' 133)
<br />NORTH LINE OF SECTICNS 4 d 5 DETERMINED
<br />BY RUNNING A PRORATED, ROTATED COURSE
<br />BEPhEEN NEAREST FOUND MCNU.MIENTS. SEE
<br />DETAIL BELOW FOR DETERIAINATIGN OF RECORD
<br />DATA PER (R5)
<br />SEE SURV'EYOR'S
<br />NOTE.
<br />D.D. SHEET NO. 16
<br />138.62'
<br />N'E(-�'
<br />'�
<br />S 89°0335' AU 539861'
<br />,`E�,�
<br />PREPARED BY:
<br />.�
<br />OF A PORTION!
<br />OF
<br />SECTION
<br />32
<br />��; WI I
<br />T.4 lel.) R. 7
<br />E. M.
<br />D.
<br />B. (?� X71.r
<br />, ,
<br />-- —
<br />LAND 5UKVEYING
<br />SAN JOAQUIN
<br />COUNTY,
<br />CALIFORNIA
<br />019 NE, 1 9
<br />SCALE:
<br />1"=100
<br />F'O BOX 435 LODI CA 95 24 1-0435
<br />FER (R2)
<br />CALCULATED
<br />(209)747-01G9 Jbw5urvey@yahoo.ccrn
<br />FD. MPT( MONUMENT BOX -NO STRADOLERS.
<br />FITS CALL. POSITION
<br />OF N 1/4 CCR.
<br />CALC POSHION FITS 2 FOUND CONCRETE
<br />NAILS 'N/GRASS 7fASHERS STAMPED "S.J.
<br />FD. 2"I.P. PER (R6)
<br />16.1 S'
<br />FD. 3/:.,
<br />REBAR-NO REF -
<br />FD. 1" I.P. PER
<br />(R!) -ACCEPTED AS
<br />REBAR PER (R6)
<br />C'J
<br />J
<br />'1)
<br />N
<br />ci
<br />N
<br />AFPROk,M A - TE
<br />EDGE OF RIVER
<br />SEE SURVEYOR'S NOTE. / /�V
<br />DR r
<br />:_�U'riClc R1 icR / ✓ LEVEE
<br />l� 73.44' / ROAD
<br />it8G'A9''}'.
<br />E 578.4B' �7
<br />-�'-
<br />NAI O HOLT SAN jOACUIN
<br />lJLDLIFE CONSEIRVANCY�j 1 --LEVEE SLOPE
<br />40'J 'MDTH
<br />568.62' 20.OG/"��""' 2743.55'
<br />iJ 89'52'43" 'N x397.97
<br />S. 1/4 CORNER
<br />SECTION 32
<br />PI 89'45'06"
<br />E 5316.56'
<br />------------- -" - - ------------
<br />2658.28' 2658.28'
<br />CALCULATED NE
<br />FD. 3/4"REBAR AT N. CORNER SECTION 4
<br />1/4 QUARTER SECTION
<br />CORNER PER (R4)
<br />ALIGNMEPIT DIAGRA.A OF G.L.O. SURVEY PLAT OF
<br />T_3t—I RR./E. M.D.B?sit.
<br />SCALE: 1 "=1000'
<br />SECT`N 4
<br />-.3 N.. R. 7 E.
<br />J�
<br />0
<br />(
<br />I
<br />------- -Ill
<br />N 90'00'00" W 5332.80'
<br />4
<br />J C S.R. SAN JOAQUIN COUNTY SURVEYOR'S RECORDS
<br />S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br />R.S. RECORD CF SURVEY, BOOT: - PACE, S.J.C.R.
<br />P.M. PARCEL MAP, BOOK - PACE, S.J.C.R.
<br />M.&P. MAPS & PLATS, VOLUME - PACE, S.J.C.R.
<br />C. R. CORNER RECORD, SA.C.S.R.
<br />0. R. OFFICIAL RECORDS, BOOK - PAGE, S.J.C.R.
<br />1. N. INSTRUMIENT NUMBER, S.J.C.R.
<br />FD. FOUND
<br />S.F.N. SEARCHED AND FOUND NOTHING
<br />R.O.W. RIGHT-OF-WAY
<br />CALC. CALCULATED
<br />(M) MEASURED DATA
<br />D.N. DOCUMENT NUMIBER, SA.C.R.
<br />z-
<br />FOUND MCHUMENT AS NOTED
<br />-- - SET 3/4" BY 3D"LONG REBAR J1TH PLASTIC CAP STAMPED L53080
<br />- j - FOUND MOND LENT IN MONUMIEN"i 71ELL AS NOTED
<br />B.O.B. BASIS OF BEARINGS
<br />1. P. IRON PIPE
<br />N.R. NO RECORD
<br />G.L.O. GENERAL LAND OFFICE, U.S. DEPARTMENT OF THE INTERIOR
<br />T.4 N., R. 7 E.
<br />SEC. 32 SEC. 33
<br />S 89'11'12" E 2657.97'
<br />APPROXIMATE SECTION V FD. 3/4' REBAR AT N.
<br />CORNER CALCULATED 1/4 QU.4RIER SECTION
<br />PER (R5) CORNER PER (R4)
<br />SEC. 5 SEC. 4
<br />T.3 N., I R. 7 E.
<br />3L4 sus
<br />SHEET 1 OF 1
<br />S 89°0335' AU 539861'
<br />----------
<br />T
<br />APPROX111.1A fE
<br />AFD.
<br />1-1/2" IRON PIN
<br />SECTION
<br />AT SECTION CORNER
<br />CORNER
<br />FER (R2)
<br />CALCULATED
<br />I
<br />I
<br />PE R (R5)
<br />I
<br />'
<br />`cClIOA! 5
<br />I
<br />z
<br />F.3 N., R. 7 E
<br />z
<br />o
<br />to
<br />O
<br />o
<br />�
<br />o
<br />Io
<br />a'
<br />0
<br />i0
<br />to
<br />I-
<br />IU
<br />Co
<br />I cn
<br />II
<br />i
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />_
<br />C -.-
<br />S 88'50'00" W 5327.52'
<br />AFPROk,M A - TE
<br />EDGE OF RIVER
<br />SEE SURVEYOR'S NOTE. / /�V
<br />DR r
<br />:_�U'riClc R1 icR / ✓ LEVEE
<br />l� 73.44' / ROAD
<br />it8G'A9''}'.
<br />E 578.4B' �7
<br />-�'-
<br />NAI O HOLT SAN jOACUIN
<br />lJLDLIFE CONSEIRVANCY�j 1 --LEVEE SLOPE
<br />40'J 'MDTH
<br />568.62' 20.OG/"��""' 2743.55'
<br />iJ 89'52'43" 'N x397.97
<br />S. 1/4 CORNER
<br />SECTION 32
<br />PI 89'45'06"
<br />E 5316.56'
<br />------------- -" - - ------------
<br />2658.28' 2658.28'
<br />CALCULATED NE
<br />FD. 3/4"REBAR AT N. CORNER SECTION 4
<br />1/4 QUARTER SECTION
<br />CORNER PER (R4)
<br />ALIGNMEPIT DIAGRA.A OF G.L.O. SURVEY PLAT OF
<br />T_3t—I RR./E. M.D.B?sit.
<br />SCALE: 1 "=1000'
<br />SECT`N 4
<br />-.3 N.. R. 7 E.
<br />J�
<br />0
<br />(
<br />I
<br />------- -Ill
<br />N 90'00'00" W 5332.80'
<br />4
<br />J C S.R. SAN JOAQUIN COUNTY SURVEYOR'S RECORDS
<br />S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br />R.S. RECORD CF SURVEY, BOOT: - PACE, S.J.C.R.
<br />P.M. PARCEL MAP, BOOK - PACE, S.J.C.R.
<br />M.&P. MAPS & PLATS, VOLUME - PACE, S.J.C.R.
<br />C. R. CORNER RECORD, SA.C.S.R.
<br />0. R. OFFICIAL RECORDS, BOOK - PAGE, S.J.C.R.
<br />1. N. INSTRUMIENT NUMBER, S.J.C.R.
<br />FD. FOUND
<br />S.F.N. SEARCHED AND FOUND NOTHING
<br />R.O.W. RIGHT-OF-WAY
<br />CALC. CALCULATED
<br />(M) MEASURED DATA
<br />D.N. DOCUMENT NUMIBER, SA.C.R.
<br />z-
<br />FOUND MCHUMENT AS NOTED
<br />-- - SET 3/4" BY 3D"LONG REBAR J1TH PLASTIC CAP STAMPED L53080
<br />- j - FOUND MOND LENT IN MONUMIEN"i 71ELL AS NOTED
<br />B.O.B. BASIS OF BEARINGS
<br />1. P. IRON PIPE
<br />N.R. NO RECORD
<br />G.L.O. GENERAL LAND OFFICE, U.S. DEPARTMENT OF THE INTERIOR
<br />T.4 N., R. 7 E.
<br />SEC. 32 SEC. 33
<br />S 89'11'12" E 2657.97'
<br />APPROXIMATE SECTION V FD. 3/4' REBAR AT N.
<br />CORNER CALCULATED 1/4 QU.4RIER SECTION
<br />PER (R5) CORNER PER (R4)
<br />SEC. 5 SEC. 4
<br />T.3 N., I R. 7 E.
<br />3L4 sus
<br />SHEET 1 OF 1
<br />
|