|
_,
<br />0000
<br />FILED THIS 210 DAY OF fttyIbff' 2015, AT 2:50 P.m.
<br />IN BOOK OF SURVEYS, AT PAGE I fOO , AT THE REQUEST OF
<br />WALTER JOHN SHOUP. UP.C1 too
<br />STEVE J. BESTOLAR/DES
<br />ASSESSOR -RECORDER -COUNTY CLERK .1;�51STANT/DEPUTY RECORDER
<br />P.M.
<br />PARCEL MAP, BOOK -PAGE, S.JC.R.
<br />(Rl) R.S.
<br />36-15
<br />R.S.
<br />RECORD OF SURVEY, BOOK -PAGE, SJ.C.R.
<br />(R2) P.M.
<br />25-182
<br />M.&P.
<br />MAPS & PLATS, BOOK -PAGE, S.JC.R.
<br />(63) R.S.
<br />19-55
<br />SJ.C.R.
<br />SAN JOAQUIN COUNTY RECORDS
<br />(R4) P.M.
<br />23-81
<br />O.R.
<br />OFFICIAL RECORDS, S.J.C.R.
<br />(R5) R.S.
<br />36-58
<br />I.N.
<br />INSTRUMENT NUMBER, SJ.CR.
<br />(R6) R.S
<br />35-75
<br />D.N.
<br />DOCUMENT NUMBER, S.J.C.R.
<br />(R7) R.S.
<br />33-49
<br />(M)
<br />MEASURED DISTANCE
<br />L4
<br />S81 °59'12"E
<br />SF.N.
<br />SEARCHED, FOUND NOTHING
<br />N84°3424"E
<br />465.18'
<br />CMW=ZY SURVEYOR'S STATEMENT.
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
<br />OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS 0 TN DAY OF
<br />DEceMSER2015.
<br />(w � • -"
<br />WARREN D. SMITH, PLS 4842 �` MRREN o GrL as
<br />ACTING COUNTY SURVEYOR a sa<xrl
<br />No 4842
<br />(P.A i
<br />;Z, OF CAI -QFC
<br />sugk=Y s srATEMENr.
<br />LINE TABLE
<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 />LINE TABLE
<br />LP IN AUGUST, 2015.
<br />LINE
<br />BEARING
<br />DISTANCE
<br />LINE
<br />BEARING
<br />DISTANCE
<br />L1
<br />N00020'20"W
<br />1060.77'
<br />L28
<br />S81017'18"E
<br />401.97'
<br />L2
<br />S890036"E
<br />569.76'
<br />L29
<br />N46044`27"E
<br />156.70'
<br />L3
<br />500016'47"W
<br />59317'
<br />L30
<br />N8505429"E
<br />688.61'
<br />L4
<br />S81 °59'12"E
<br />734.07'
<br />L31
<br />N84°3424"E
<br />465.18'
<br />L5
<br />N01 °16'23"W
<br />226.50'
<br />L32
<br />S89°3407"E
<br />4,38.50'
<br />L6
<br />N87006'50"E
<br />638.71'
<br />L33
<br />S88°03'11"E
<br />492.48'
<br />L7
<br />NOD 05739"W
<br />208.31'
<br />L34
<br />N76050'15"E
<br />196.83'
<br />L8
<br />NOD 057'39"W
<br />38387`
<br />L35
<br />N52011'49"E
<br />162.18'
<br />L9
<br />588021154"W
<br />798.02'
<br />L36
<br />N60°19'40"E
<br />572.01'
<br />L10
<br />N01038'06"W
<br />801.24'
<br />L37
<br />N5204831"E
<br />117.19'
<br />L11
<br />N88008'21"E
<br />684.08'
<br />L38
<br />N45036'56"E
<br />248.65'
<br />L12
<br />N89041'09"E
<br />75.07'
<br />09
<br />N56005'17"E
<br />357.06'
<br />L13
<br />S8305229"E
<br />34.70'
<br />L40
<br />N80029'36"E
<br />267.83'
<br />L14
<br />SO1°38`06"E
<br />93.35'
<br />L41
<br />N43053'01"E
<br />273.76'
<br />L15
<br />S85048'08"E
<br />907.66'
<br />L42
<br />S87030'47"E
<br />74.81'
<br />L16
<br />N0001814811E
<br />583.72' 1
<br />L43
<br />N72001'24"E
<br />186.40'
<br />L17
<br />N88°3731"E
<br />399.45'
<br />L44
<br />N58016'50"E
<br />205.52'
<br />L18
<br />S01°33'20"E
<br />424.90'
<br />L45
<br />N62040'40"f
<br />256.85'
<br />L19
<br />N84007'30"E
<br />777.78'
<br />L46
<br />N64°3449"E
<br />153.01'
<br />L20
<br />N7903511711E
<br />229.14'
<br />L47
<br />S79051'31"E
<br />46.51'
<br />L21
<br />N84009'13"E
<br />26.27'
<br />L48
<br />N6504943"E
<br />472.99'
<br />L22
<br />N06004`44"W
<br />17.74'
<br />L49
<br />N70050'12"E
<br />493.81'
<br />L23
<br />N83°55'16"E
<br />275.69'
<br />L50
<br />N78043'17"E
<br />457.37'
<br />L24
<br />505000'03"W
<br />347.60'
<br />L51
<br />S8905827"E
<br />336.29'
<br />L25
<br />545041'18"E
<br />543.48'
<br />L52
<br />N83033'13'E
<br />542.28'
<br />L26
<br />S70°07'31 "E
<br />438.08'
<br />L53
<br />S66053'23"E
<br />5573'
<br />L27
<br />S8705426"E
<br />804.49'
<br />L54
<br />N86026'16"E
<br />347.49'
<br />L55
<br />N00020'20"W
<br />1920.45'
<br />CMW=ZY SURVEYOR'S STATEMENT.
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
<br />OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS 0 TN DAY OF
<br />DEceMSER2015.
<br />(w � • -"
<br />WARREN D. SMITH, PLS 4842 �` MRREN o GrL as
<br />ACTING COUNTY SURVEYOR a sa<xrl
<br />No 4842
<br />(P.A i
<br />;Z, OF CAI -QFC
<br />sugk=Y s srATEMENr.
<br />PARCEL 3
<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 NESTOR ENTERPRISES,
<br />LP IN AUGUST, 2015.
<br />DATED THIS 31st DAY OF AUGUST 2015.
<br />k1, LAND
<br />S�� SG
<br />WALTER JOHN SHOUP, PLS 7736
<br />a WALTER JOHN SHOUPI
<br />i No. 7736
<br />1,
<br />\TF
<br />OO
<br />Doc q: 2015-152058
<br />12/21/2015 02:50:47 PM
<br />Page: 1 of 1 Fee: $9.00
<br />Steve J. Sestolarides
<br />San Joaquin County Recorders
<br />Paid By: SHOWN ON DOCUMENT
<br />IIIA �, I Fliffill,1 IIII
<br />,' l
<br />LOT LINE ADJUSTMENT (PA 15®141)
<br />RECORD OF SURVEY
<br />BEING
<br />PORTIONS OF SECTIONS 22, 23, 26, 27 AND 28
<br />TOWNSHIP 5 NORTH, RANGE 8 EAST, M.D. &M.,
<br />_SW JOAOUIN COUP CALIFORNM
<br />SHOUP LAND SURVEYING, CLEMENTS, CA.
<br />SHEET 1 OF 1 SCALE 1"=600' AUGUST, 2015
<br />STATEMENT QE PURPOSE.•
<br />THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE
<br />ADJUSTED PROPERTY LINES AS DESCRIBED IN NOTICE OF LOT LINE ADJUSTMENT
<br />(PA -1500141) RECORDED ON 11DVE1dAfgt /3-06 2015 AS DOCUMENT NO.
<br />2015-1116-15, SJC.R., AND TO CONFORM WITH SECTION 8762 OF THE
<br />PROFESSIONAL LAND SURVEYORS' ACT.
<br />SEC. COR. SEC. COR.
<br />FD. 1" PIN STAMPED "LS 3166" PER (R3)(R7) FD. RE,MANTS OF WOOD POST IN GROUND, 6x8 POST
<br />NOW LAYING ON SIDE, OLD FENCE POSTS ON-LINE N. & W
<br />22 23 SEC. COR. PER (R 1) -\
<br />5311.73'(M) 5310.01'(87) N88°47'06"E 2655.26 M 2657.03181 .�- M8 47'07"E 2656.60(W 2657.02'(_11 4z,
<br />-- -~ - SEC. LINE 26
<br />27 28 o
<br />�I
<br />h
<br />PROPERTY LINE PER DEED (NOT SURVEYED)
<br />ALONG THE N., E. & W. LINES OF PAR 4.
<br />C�
<br />m
<br />0
<br />ti
<br />NORTH LINE OF THE S. 1/2 OF THE S 1/2 SEC 28 N
<br />N
<br />(160 AC. PER ASSESSOR - NOT SURVEYED) z
<br />PROPERTY LINE TO BE ADJUSTED
<br />PARCEL 2
<br />COLLINS IJ
<br />�r------ -- -- -- ffi�I 27
<br />R.5. 31-70 P.M. 23-110
<br />L47
<br />NEW PROPERTY LINE ADJUSTED TO FENCE (TYP.)-
<br />SEC. COR,
<br />L13 -
<br />L 12--
<br />11
<br />L
<br />IX -1
<br />�
<br />PARCEL 4 L34 I L33 L32 L31 L30 I c2i
<br />D/ RE FAMILY 77'RU57T �J5 I
<br />D.N. 20/4-//8062 8 M4 NEW PROPERTY LINE ADJUSTED TO FENCE (TYP.)
<br />n E
<br />piN N i
<br />II�g9 r J N8849'14E 2637.60'-
<br />II 142 �1 L40 N88049'14"E -�
<br />- - - - -
<br />I:�
<br />�k g E. LINE OF WEST 80 ACRES N
<br />�II 46 X45 ^� OF THE S 1/2 OF THE N. 1/2
<br />OF S£C77ON 26
<br />NEW PROPERTY LINE ADJUSTED TO FENCE (TYR) g NE57OR ENTERPRl5E5, LP
<br />D.N. 2008-123498 D.N. 2002-15825/
<br />hill/ I K
<br />S88°51'23"W 30.00'
<br />1/4 SEC. COR. PER (R l) 30' ESMT RESERVED FOR GIDEON `
<br />TOP OF MON. BENT N.E. 0.27 I PER D.N. 2002-158251
<br />----------------------- -
<br />PER (R2), ACCEPTED MONUMENT 2607.59
<br />LOCATION WHERE STRAIGHT S88 5123 W
<br />S88°51'23"W 2632.02'(M) 263266'(81)
<br />L4
<br />43.38 AC. t (CALCULATED PER SURVEY)
<br />"LYING WITHIN SECTION 27"
<br />noza o� a 0727 R/1 AR
<br />R.S. 35-75
<br />BORDEN RANCH JNVE5T0R5, LLC o 0
<br />D.N 20/0-135914 "' -
<br />25' ESMT PER D.N. 2008-123498, PAR. 1 27 ` 26
<br />- S88 47 59 W 2600.83
<br />8' ESMT PER D.N. 2003-077771, PAR. 4 SEC. COR. N8805524"E 30.00'
<br />X1/4 SEC. COR. R5. 36-58
<br />FD. 3/4" REBAR WITH CAP P.M. 23-81
<br />STAMPED "PLS 7736" PER (R4)
<br />1 1164.85
<br />24
<br />1/4 SEC. LINE (NOT PROPERTY LINE)
<br />Lw
<br />M�
<br />o
<br />w
<br />R5. 36-15 MI��
<br />�Iz
<br />1/4 SEC. COR. PER (R1)
<br />S88051'19"W
<br />- - - 2661.24'(M) 2661.67(RI)
<br />- CENTER OF SEC77ON PER (RI)
<br />FD. MON PER (RI), SF.N. MON PER (R2)
<br />1123"W 2607.59'-�/ �-S88°51'19"W 2661.241(M) 2661.67'(Rl)
<br />S88051'23"W 24.43'/ CENTER OF SECTION PER (R1)
<br />FD. MON PER 01). S.F.N. MON PER
<br />NO SCALE
<br />L3ASIS OF BE.'igzi
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WEST LINE OF SECTION
<br />27, T. 5 N., R. 8 E., WHICH HAS AN ASSUMED BEARING OF N00020'20"W.
<br />������iV�F�om AN jM-
<br />�- FD. 3/4" IRON ROD TAGGED "LS 7269" PER (Rl), UNLESS NOTED OTHERWISE
<br />-- FD. 3/4" REBAR WITH CAP STAMPED "PLS 7736" PER (R3)
<br />-�- FD. NAIL & TAG IN TOP OF FENCE CORNER POST TAGGED "LS 5123" PER (R6)
<br />--o-- SET 3/4"x30" LONG REBAR WITH CAP STAMPED "PLS 7736"
<br />A FD. SPIKE & WASHER STAMPED "LS. 7849" SET INSIDE I" IRON PIPE PER (0)
<br />10/18/2015
<br />12095RS DWG
<br />PARCEL 3
<br />27
<br />III
<br />NE5TOR ENTERPR/5E5, LP
<br />D.N. 2008-123498
<br />481.33 AC. f (CALCULATED PER SURVEY)401
<br />N
<br />ISTRIP LONG
<br />I PER PAR. 6,0 D.N. SS 2E002A158252PARL9, OND2008E123498
<br />D
<br />'Cj
<br />L17
<br />N
<br />N
<br />i
<br />I.
<br />N
<br />l23
<br />�
<br />o
<br />a
<br />o
<br />L20
<br />L19
<br />2
<br />L15
<br />L21
<br />v
<br />CSL22
<br />W
<br />N
<br />Wa
<br />a
<br />g
<br />PARCEL 1
<br />N
<br />c
<br />80.10 AC. $ (CALCULATED PER SURVEY)
<br />o
<br />L4
<br />43.38 AC. t (CALCULATED PER SURVEY)
<br />"LYING WITHIN SECTION 27"
<br />noza o� a 0727 R/1 AR
<br />R.S. 35-75
<br />BORDEN RANCH JNVE5T0R5, LLC o 0
<br />D.N 20/0-135914 "' -
<br />25' ESMT PER D.N. 2008-123498, PAR. 1 27 ` 26
<br />- S88 47 59 W 2600.83
<br />8' ESMT PER D.N. 2003-077771, PAR. 4 SEC. COR. N8805524"E 30.00'
<br />X1/4 SEC. COR. R5. 36-58
<br />FD. 3/4" REBAR WITH CAP P.M. 23-81
<br />STAMPED "PLS 7736" PER (R4)
<br />1 1164.85
<br />24
<br />1/4 SEC. LINE (NOT PROPERTY LINE)
<br />Lw
<br />M�
<br />o
<br />w
<br />R5. 36-15 MI��
<br />�Iz
<br />1/4 SEC. COR. PER (R1)
<br />S88051'19"W
<br />- - - 2661.24'(M) 2661.67(RI)
<br />- CENTER OF SEC77ON PER (RI)
<br />FD. MON PER (RI), SF.N. MON PER (R2)
<br />1123"W 2607.59'-�/ �-S88°51'19"W 2661.241(M) 2661.67'(Rl)
<br />S88051'23"W 24.43'/ CENTER OF SECTION PER (R1)
<br />FD. MON PER 01). S.F.N. MON PER
<br />NO SCALE
<br />L3ASIS OF BE.'igzi
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WEST LINE OF SECTION
<br />27, T. 5 N., R. 8 E., WHICH HAS AN ASSUMED BEARING OF N00020'20"W.
<br />������iV�F�om AN jM-
<br />�- FD. 3/4" IRON ROD TAGGED "LS 7269" PER (Rl), UNLESS NOTED OTHERWISE
<br />-- FD. 3/4" REBAR WITH CAP STAMPED "PLS 7736" PER (R3)
<br />-�- FD. NAIL & TAG IN TOP OF FENCE CORNER POST TAGGED "LS 5123" PER (R6)
<br />--o-- SET 3/4"x30" LONG REBAR WITH CAP STAMPED "PLS 7736"
<br />A FD. SPIKE & WASHER STAMPED "LS. 7849" SET INSIDE I" IRON PIPE PER (0)
<br />10/18/2015
<br />12095RS DWG
<br />
|