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Doc p: 2022-022387
<br />Y sire 2022 09:09:54 RM
<br />Page' 1 of 1 Fee: $95.00
<br />RECORD OF SURVE
<br />Steve J. Besto larides
<br />San Joaquin County Recorders
<br />OLIVERA5 RESULTANT PARCEL Paid By: SHOWN DN DOCUMENT
<br />1111
<br />RECORDED IN DOC#201 5-0471 18
<br />SAN JOAQUIN COUNlY RECORDS,
<br />LYING IN THE -5E 114 OF SECTION 1, AND IN THE
<br />NSE 1/4 OF SECTION 12, T. 4 N., K 8 E., M.D.B. * M.
<br />COUNTY OF SAN JOAQUIN - STATE OF CALIFORNIA
<br />SEPTEMBER, 2021 SCALE 1 "=250' 5HEET I OF I FE�CE(C)
<br />BASIS OF BEARINGS:
<br />THE BASIS OF BEARINGS OF THIS SURVEY IS THE
<br />NORTH -SOUTH QUARTER LINE OF SECTION 1, TOWNSHIP 4
<br />NORTH, RANGE 8 EAST, MOUNT DIABLO BASE LINE AND
<br />MERIDIAN AS SHOWN ON 9 P.M. 175, WHICH BEARS NO(f44'20"W,
<br />BEING ESTABLISHED HOLDING FOUND MONUMENTS
<br />AS SHOWN HEREON.
<br />SURVEYOR'S STATEMENT:
<br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
<br />UNDER MY DIRECTION IN CONFORMANCE WITH THE
<br />REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT,
<br />ATTHEREQUEST OF MR. NORBERT OLIVERA, IN JULY, 2021.
<br />1Cyi• rN0,8813
<br />JANUARY 26,2022ROBERT W. SNOW, P.L.5. 8813 DATE COUNTY SURVEYOR'S STATEMENT:
<br />PHIS MAI' HAS BEEN EXAMINED IN ACCORDANCE WITH
<br />SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
<br />ACT THIS -- Z RC_ DAY OF _�E T2RR -- -, 20-) 2
<br />JAMES E. HART, P.L.S. 8657
<br />,SAN JOAQUIN COUNTY SURVEYOR
<br />RECORDER'S STATEMENT:
<br />FILED THIS _ DAY OF --FE J3 202
<br />AT go1�M. 1N BOOK LJQ OF SURVEYS, AT
<br />PAG( 'Ff , AT TI IF REQUEST OF ROBERT W. SNOW.
<br />1 1 �-
<br />BY: P QJ &"M.Z,V_B'lX
<br />STEVEJ, BESTOLARIDES
<br />ASSISI ANT/DEPUTY
<br />ASSESSOR -RECORDER-
<br />RECORDER
<br />COUNT Y CLERK
<br />"SHED
<br />SURVEYOR'S NOTES:
<br />DETAIL "A"
<br />N.T.S.
<br />/ 1.0
<br />M�Kg VE oE
<br />END 30" DIAMETER, 5'
<br />TALL STUMP. C/L OF
<br />STUMP IS 4-8 FEET WEST
<br />OF LINE. NO TAG FOUND.
<br />(NAIL & BRASS TAG IN
<br />STUMP OF 36' OAK)B
<br />-o
<br />7 ,O•
<br />_1000,
<br />.h
<br />/ 10
<br />FND 3/4"
<br />REBAR
<br />PER(B)
<br />_zo
<br />END 3/4" REBAR W/
<br />REMNANTS OF YELLOW
<br />PLASTIC CAP, 0.40' N
<br />OF SECTION LINE. �
<br />N40°40'01"E
<br />(N40-51'151
<br />FND 5/8" REBAR, NO TAG,
<br />HOUSE
<br />Z Oo
<br />1
<br />~�
<br />NO APPARENT RECORD.
<br />0.4' BSL. ACCEPTED AS
<br />�o
<br />"SHED
<br />N �
<br />1
<br />DETAIL "C"
<br />N.T.S.
<br />z
<br />NORTH -SOUTH 1/4 r
<br />LINE OF SECTION 12 J
<br />T. 4 N., R. 8 E, M.D.M.
<br />SEE SURVEYOR'S NOTE 3
<br />�o
<br />aocj
<br />/ 1.0
<br />M�Kg VE oE
<br />END 30" DIAMETER, 5'
<br />TALL STUMP. C/L OF
<br />STUMP IS 4-8 FEET WEST
<br />OF LINE. NO TAG FOUND.
<br />(NAIL & BRASS TAG IN
<br />STUMP OF 36' OAK)B
<br />-o
<br />7 ,O•
<br />_1000,
<br />.h
<br />/ 10
<br />FND 3/4"
<br />REBAR
<br />PER(B)
<br />_zo
<br />END 3/4" REBAR W/
<br />REMNANTS OF YELLOW
<br />PLASTIC CAP, 0.40' N
<br />OF SECTION LINE. �
<br />N40°40'01"E
<br />(N40-51'151
<br />FND 5/8" REBAR, NO TAG,
<br />S/E CORNER
<br />0.4' BSL. HELD 20.00'
<br />FND 5/8" REBAR, NO TAG
<br />PERPENDICULAR DISTANCE
<br />THEREFROM TO ESTABLISH J
<br />CENTERLINE.
<br />NO APPARENT RECORD.
<br />0.4' BSL. ACCEPTED AS
<br />pQ�" /
<br />N37°54'1!}"W F�
<br />20.00 ;
<br />MARKING ANGLE POINT
<br />IN THE CENTERLINE OF
<br />n°b
<br />BUENA VISTA ROAD.
<br />FND 5/8" REBAR,
<br />N3VISIBLE TAG.
<br />(3/4" R
<br />z
<br />cD
<br />S N39°05'01"W 148.01' �h
<br />fC� (N39°03'45"W 148.01')D
<br /><) N39°05'01"W 20.00 0*
<br />(N39°03'4511W 20.00')D
<br />%�ti1P
<br />b�l.�h
<br />36.31' F
<br />6.34')B,D A
<br />N00°420"W 30.24'
<br />S/E CORNER
<br />(N00°44' 20"W 30.13' )l
<br />o
<br />LINE. NO VISIBLE TAGIRON
<br />z �
<br />S
<br />ROB
<br />�3/4"
<br />�I o
<br />o
<br />IRON ROD)C
<br />Z:>
<br />00
<br />0018cr
<br />cr
<br />m ft
<br />FND 5/8" N87°10'34"E 211.82'
<br />z
<br />cD
<br />SECTION (210.94')B
<br />LINE, NO
<br />VISIBLE TAG
<br />(3/4" IRON
<br />�o
<br />aocj
<br />C) Vey
<br />.,�
<br />.,�
<br />�oZ
<br />CD
<br />Boz
<br />MEHRTEN
<br />DOC#2018 032633
<br />THE COMMON WESTERLY CORNER
<br />OF SECTIONS 1 & 12 T.4 N., R.8 E.,
<br />M.D.M. FND 1" REBAR W/ PUNCH,
<br />_ NO VISIBLE TAG (1' IRON BAR)F.
<br />SURROUNDED BY COBBLESTONEES
<br />N87°IO' 34"E 1,921.19'
<br />2 SECTION 1, T.4 N., R. 8 E, M.D.M.
<br />11 12 SECTION 12, T.4 N., R 8 E, M.D.M.
<br />N87°10'34"E 2,629.71'OA
<br />(N89°30T 2,625.03')C
<br />27 R.S. 34
<br />1) THIS SURVEY WAS PERFORMED TO REESTABLISH THE PROPERTY LINES OF OLIVERA'S RESULTANT
<br />PARCEL AS RECONFIGURED BY LOT LINE ADJUSTMENT RECORDED IN DOC#2014-126630, AND PERFECTED
<br />BY THE RECORDING OF THE GRANT DEED RECORDED IN DOC#2015-047118.
<br />2) FOUND 9" X 9" (HORIZONTAL DIMENSIONS) SANDSTONE MARKING THE SOUTH 1/4 CORNER OF SECTION 1,
<br />PER 1936 SAN JOAQUIN COUNTY FIELD NOTES 1N FIELD BOOK 49-E, PAGE 60, THE TOP OF WHICH IS P BSL.
<br />SAID SANDSTONE HAS A CARVED DIMPLE IN THE TOP CENTER OF IT. DURING THIS SURVEY, DRILLED AND
<br />SET A 5/8 REBAR. R,i 2 BRASS DISC IN SAID SANDSTONE BEING CENTERED ON SAID DIMPLE, IN THE TOP
<br />MIDDLE (HEREOF. A LARGE ROUND WOOD CORNER POST SITS APPROXIMATELY HALF A FOOT NORTH OF
<br />SAID SANDSTONE. ACCORDING TO MR. JOE MEHRTEN, LAND OWNER TO THE NORTHWEST AND TO THE
<br />NORTH HIS FATHER LESTER MEHRTEN SET THIS POST SOMETIME BETWEEN 1948 AND 1950. JOE MEHRTEN
<br />BELIEVES THAT THE POST HAS NOT BEEN DISTURBED OR ADJUSTED SINCE THAT TIME. SURVEY DATA
<br />RELATED TO THE SURVEY MONUMENTS FOUND TO T'HE WEST OF THIS CORNER, BEING SHOWN ON 27 R.S.
<br />34, APPEAR TO HAVE BEEN ESTABLISHED HOLDING THE CENTER OF SAID POST AND NOT THE CENTER OF
<br />SAID SANDSTONE.
<br />3) THE NORTH -SOUTH QUARTER LINE OF SECTION 12, T. 4 N., R. 8 E., M.D.M., WAS REESTABLISHED ON THIS
<br />SURVEY HOLDING SAID FOUND SANDSTONE MARKING THE NORTH QUARTER CORNER OF SAID SECTION 12,
<br />AND HOLDING THE OLD FENCE ALONG SAID LINE. SAID FENCE IS MARKING SAID 1/4 LINE PELINE PER(C).
<br />4) A 5/8" REBAR, NOT TAGGED, WAS FOUND 4.46 FEET SOUTHWESTERLY OF THE N/ , CORNER OF OLIVERA'S
<br />RESULTANT PARCEL. MR. JOE MEHRTEN, WHO LIVES DIRECTLY ACROSS THE STREET FROM T141S POINT
<br />EXPLAINED THAT RECENT EXCAVATION WORK BY THE PHONE COMPANY IN THIS LOCATION LIKELY
<br />DISTURBED THE SUBJECT CORNER. SAID CORNER WAS REESTABLISHED ON THIS SURVEY HOLDING A 20.00
<br />FOOT OFFSET DISTANCE FROM THE CENTERLINE OF BUENA VISTA ROAD, AND HOLDING RECORD
<br />DISTANCE OF 12.56 FEET FROM THE ANGLE POINT IN THE SOUTH RIGHT-OF-WAY LINE AS SHOWN ON(A).
<br />FND 5/8" REBAR
<br />S/E CORNER
<br />0.50' N. OF SECTION
<br />REFERENCES:
<br />LINE. NO VISIBLE TAGIRON
<br />o
<br />ROB
<br />�3/4"
<br />:E
<br />IRON ROD)C
<br />11 P.M. 47
<br />�5
<br />t
<br />FND 5/8" N87°10'34"E 211.82'
<br />7$+
<br />REBAR ON (N89°30'E 210.94')C
<br />SECTION (210.94')B
<br />LINE, NO
<br />VISIBLE TAG
<br />(3/4" IRON
<br />o
<br />ROD)C
<br />W
<br />11 P.M. 169
<br />`
<br />N87'%4"E
<br />_ 97
<br />FND 5/8" REBAR v
<br />NO VISIBLE TAG c
<br />{3/4' IRON ROD)C
<br />ON THE EAST
<br />BENCH OF CREEK
<br />IN A DEEP RAVINE
<br />1_�
<br />w
<br />67.05'
<br />66.96')B
<br />FND 3/4"
<br />REBAR
<br />PER(A)
<br />1' BSL
<br />REMAINING
<br />PARCEL T"
<br />1 I P.M. 47
<br />OLIVERA'S
<br />RESULTANT
<br />PARCEL
<br />DOC#2015-0471 I8
<br />WE
<br />N51°44'41"E 12.56'
<br />(N51°4415"E 12.56')A,D
<br />BERNDT
<br />PARCEL"A"
<br />11 P.M. 47
<br />O
<br />�N WN
<br />SON JW
<br />OO ��
<br />(589°32'W
<br />Dc c'�p2 tiry
<br />1e7'b �2in
<br />01
<br />II 1� IN
<br />540°50'40"W 1
<br />4.1 1I
<br />FND 5/8"
<br />REBAR, NO
<br />TAG, SEE
<br />NOTE 4. DETAIL "B"
<br />N.T.S.
<br />--� 1
<br />S/E CORNER
<br />I�� o
<br />REFERENCES:
<br />PARCEL 'A"
<br />NO TAG, 0.4 BSL,
<br />11 P.M. 47
<br />A)
<br />11 P.M. 47
<br />�5
<br />B)
<br />9 P.M. 175
<br />O�
<br />C)
<br />27 R.S. 34
<br />D)
<br />14 P.M. 108
<br />ODM
<br />00>
<br />E)
<br />11 P.M. 169
<br />1
<br />F)
<br />15 P.M, 4
<br />W
<br />PARCEL "B"
<br />200' ' C
<br />206.89 ( Br
<br />210 ) ( )
<br />11 RM. 47
<br />PERPENDICULAR
<br />DISTANN7�, FROM
<br />a�
<br />TO D1, BLINEEBAR
<br />w
<br />67.05'
<br />66.96')B
<br />FND 3/4"
<br />REBAR
<br />PER(A)
<br />1' BSL
<br />REMAINING
<br />PARCEL T"
<br />1 I P.M. 47
<br />OLIVERA'S
<br />RESULTANT
<br />PARCEL
<br />DOC#2015-0471 I8
<br />WE
<br />N51°44'41"E 12.56'
<br />(N51°4415"E 12.56')A,D
<br />BERNDT
<br />PARCEL"A"
<br />11 P.M. 47
<br />O
<br />�N WN
<br />SON JW
<br />OO ��
<br />(589°32'W
<br />Dc c'�p2 tiry
<br />1e7'b �2in
<br />01
<br />II 1� IN
<br />540°50'40"W 1
<br />4.1 1I
<br />FND 5/8"
<br />REBAR, NO
<br />TAG, SEE
<br />NOTE 4. DETAIL "B"
<br />N.T.S.
<br />--� 1
<br />S/E CORNER
<br />`FND 3/4" REBAR,
<br />PARCEL 'A"
<br />NO TAG, 0.4 BSL,
<br />11 P.M. 47
<br />547°41'E 2.0' FROM CORNER.
<br />SFN
<br />2.0' POSSIBLY SET AS A
<br />WITNESS POINT ON
<br />ORIGINAL SURVEY.
<br />STRONGHEART
<br />W
<br />PARCEL "B"
<br />11 RM. 47
<br />a�
<br />564°39'06"W 93.44'
<br />(564°34'W 93.44')A
<br />( N22°05'32"W 105.61'
<br />\ (N22°061'W 105.66')A
<br />N13°54'29"W 234.30'/
<br />(N13°47'35"W 234.51')A
<br />ya-81
<br />LEGEND:
<br />O SEARCHED, NOTHING FOUND
<br />0 FOUND MONUMENT AS NOTED
<br />FOUND 5/8" REBAR, ACCEPTED
<br />AS SET PER 1 1 P.M. 47
<br />x FOUND 3/4" REBAR PER 9 P.M. 175
<br />SET BRIDGE SPIKE AND 1-1/2"
<br />ALUMINUM WASHER STAMPED
<br />"ROBERT SNOW PLS 8813"
<br />COUNTERSUNK IN ASPHALT
<br />SET 7/8" SMOOTH IRON ROD W/
<br />l 1-1/2" ALUMINUM WASHER
<br />STAMPED "ROBERT SNOW PLS 8813"
<br />4> QUARTER CORNER AS SHOWN
<br />SECTION CORNER AS SHOWN
<br />�k
<br />CALCULATED DIMENSION
<br />( ) RECORD PER NOTED REFERENCE
<br />ASO AS SHOWN ON
<br />BSL BELOW SURFACE LEVEL
<br />END FOUND
<br />P.M. PARCEL MAPS
<br />M.D.M. MOUNT DIABLO MERIDIAN
<br />N.T.S. NOT TO SCALE
<br />OA OVERALL DIMENSION
<br />SFN SEARCHED FOUND NOTHING
<br />ALL REFERENCES ARE TO SAN
<br />JOAQ ,IN COUNTY RECORDS AND
<br />BOOK OR VOLUME PRECEDES PAGE,
<br />ALL DISTANCES ARE MEASURED
<br />UNLESS OTHERWISE NOTED,
<br />0' 250' 500' 750'
<br />S C A L E B A R
<br />1,2' BSL THE COMMON
<br />k--- EASTERLY CORNER
<br />N62°37'19T 37.94' PARCEL "B" OF SECTIONS 1 &
<br />*'(N62°45'E 38.0')A9 P.M.175 12, T.4 N., R.8 E.,
<br />M.D.M. PER(A & B).
<br />45"w 15iA NOTHING FOUND
<br />505 5,w 662401 OR SETT
<br />(o
<br />1 6
<br />N87°44'04"E 2,727.98'OA _ 60 SECTION 1, T.4 N., R. 8 E. M.D.M.
<br />SECTION 12, T.4 N., R. 8 E, M.D.M. 12 7
<br />FND 9" X 9" SANDSTONE r w ' 158'18 '0 _ L1
<br />,nN,R.B� MARKING THE SOUTH 1/4 1 STRONGHEART (158°1604
<br />z CORNER OF SECTION 1 ? °o o L% 'tib
<br />p SEC 1 N DOC#2015-047116 a o°
<br />g m 1 N 1' BSL. DRILLED AND SET A DOC#2()15-047117 ,/�'hh bhp til
<br />/4 SEC oN 5/8" REBAR W/ 2" BRASS w 972�i i Y
<br />w Dm DISC IN TOP CENTER, BEING o 57b°gb24 91�3g�A
<br />-M 4S8E13
<br />iSTAMPED AS SHOWN. 22 N
<br />SEE SURVEYOR'S NOTE 2. FND 5/8" REBAR. (57b
<br />w - ACCEPTED AS
<br />o NCE(C) SET PER(B)�/' /.
<br />zo NORTH SOUTH QUARTER LINE OF
<br />SECTION 12 REESTABLISHED
<br />HOLDING SANDSTONE AT QUARTER
<br />CORNER AND OLD POSTS IN
<br />T w FENCE LINE. (OLD FENCE)C '
<br />SEE SURVEYORS NOTE 3. — gIVER /'/ 88
<br />LIBERTY ROAD
<br />SbjR��*'� —TO GALT BUENA
<br />"NEWER
<br />�0� VISTA ROAD
<br />-ENCE'(C) O
<br />COLLIER C.AM ANCHE
<br />ROAD RESERVOIR
<br />I
<br />THE BANK OF THE MOKELUMNE RIVER WAS NOT FIELD ROAD VvMNE PROJECT'
<br />LOCATED ON THIS SURVEY NOR WAS ITS LOCATION �Q STTE 12
<br />RESOLVED OR DETERMINED. THE RIVER IS SHOWN p
<br />HEREON ONLY FOR GENERAL ORIENTATION.
<br />THE RIGHT-OF-WAY WIDTH OF BUENA VISTA ROAD IS
<br />40 FEET OVERALL, LYING 20 FEET ON EACH SIDE OF 12 QO OK VICINITY MAP
<br />CENTERLINE ASO(B, D & E). THE RIGHT-OF-WAY GUCEFO oz N.T.S.
<br />WIDTH AS DRAFTED WIDER TTHDAN SCAO E IS
<br />TO DRAWING �10\O N
<br />CONSTRAINTS.
<br />yo -Q /
<br />
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