|
NOT TO SCALE
<br />LINE TABLE
<br />#
<br />BEARING
<br />DISTANCE
<br />L1
<br />S89'44'28"E
<br />240.17'(M), 240.00'(C)
<br />L2
<br />NO'17'51"E
<br />250.22'(M), 250.00'(C)
<br />L3
<br />N89'44'28"W
<br />240.17'(M), 240.00'(C)
<br />L4
<br />NO'17'51"E
<br />250.22'(M), 250.00'(C)
<br />L5
<br />SO'17'51"W
<br />423.59'(M), 424'(C)
<br />L6
<br />NO'17'51"E
<br />251.93'(M), 252'(C)
<br />L7
<br />N89'43'20"E
<br />393.74'(M), 393.57'(0)
<br />L8
<br />SO'17'51"W
<br />553.47'(M), 553.50'(G)
<br />L9
<br />NO'17'51"E
<br />331.72'(M), 331.50'(G)
<br />L10
<br />SO'17'51 "W
<br />184.14'(M)
<br />/
<br />I \
<br />SEC. 19
<br />SEC. 20
<br />T.1N.,R.9E.
<br />T.1N.,R.9E.
<br />SEC. 30
<br />SEC. 2.9
<br />T.1N.,R.9E.
<br />T.1N.,R.9E.
<br />M.D.
<br />I
<br />B.&M.
<br />DETAIL "B"
<br />(D.D. SHEET NO. 40)
<br />REFERENCES:
<br />(A)
<br />DOC.
<br />2020-025956
<br />(B)
<br />R.S.
<br />2-58
<br />(C)
<br />P.M.
<br />5-55
<br />(D)
<br />P.M.
<br />17-146
<br />(E)
<br />R.S.
<br />34-58
<br />(F)
<br />R.S.
<br />38-88
<br />(G)
<br />P.M.
<br />26-86
<br />o
<br />� J
<br />6
<br />FOUND MONUMENTS
<br />�
<br />#
<br />DESCRIPTION T
<br />W��_
<br />J a
<br />20' —
<br />FD. 1" LPIPE (C)(G), NO TAG, S89'44'28"E 0.25' FROM P.C.
<br />v
<br />2
<br />FD. 1" LPIPE (C), NO TAG
<br />1�
<br />5
<br />FD. 1" LPIPE (C), NO TAG/BENT, S29'41'04"W 0.45' FROM P.C.
<br />^
<br />4
<br />FD. 1" LPIPE (C)(G), NO TAG, S89 -44'28"E 0.16' FROM P.C.
<br />F4
<br />Qu
<br />FD. 1" LPIPE (C), NO TAG, N89'42'09"W 0.09' FROM P.C.
<br />_J
<br />0 ^
<br />FD. 1" LPIPE (C)(G), NO TAG, N89'42'09"W 0.24' FROM P.C.
<br />co
<br />N
<br />(�
<br />FD. 1-1/2" LPIPE (C)(D), NO TAG, S89'42'09"E 0.11' FROM P.C.
<br />Nj
<br />m
<br />FD. 1-1/2" LPIPE @ CENTER OF SEC. 19, T.1N., R.9E., M.D.B.&M. (D), NO
<br />j _
<br />� i� M
<br />N
<br />FD. 1" (.PIPE @ NORTH 1/4 COR. OF SEC. 30, TAN., R.9E., M.D.B.&M. (D)(E)(F),
<br />U
<br />10
<br />FD. AXLE @ EAST 1/4 COR. OF SEC. 30, TAN., R.9E., M.D.B.&M. (E)(F)
<br />� L1 f 2�
<br />11
<br />FD. 3/4" LPIPE TAGGED L.S. 6946 (E)(F)
<br />SEARCHED, FOUND NOTHING
<br />I
<br />J "7
<br />FD. 3/4" LPIN W/2" ALUMINUM CAP STAMPED "BAUMBACH & PIAZZA ELSON PLS
<br />N89'43'20"E 0.18' FROM P.C.
<br />Q
<br />O N
<br />c,)to w�
<br />FD. 3/4" LPIN W/2" ALUMINUM CAP STAMPED "BAUMBACH & PIAZZA ELSON PLS
<br />N89'43'20"E 0.05' FROM P.C.
<br />Ln
<br />13 00 n
<br />14
<br />_ FD. 3/4" I.PIN (G), NO TAG
<br />^^
<br />M U
<br />m
<br />m
<br />rn
<br />w
<br />00
<br />w CO
<br />ri
<br />1
<br />a)
<br />L0
<br />(0
<br />I
<br />N
<br />12 -
<br />L7 -
<br />d-
<br />-
<br />N
<br />Ni
<br />J
<br />U
<br />0
<br />CN
<br />SEC. 19, TAN., R.9E., M.D.B.&M.
<br />SEC. LINE
<br />12' S89'46'10"W 2651.82'(M)(F) 2652.46'(E)
<br />R. S.
<br />2-58
<br />15' ROAD
<br />EASEMENT (B)
<br />15' ROAD
<br />EASEMENT (B)(G)
<br />-
<br />�� 1320.00'(M)(8) f
<br />FOUND MONUMENTS
<br />LO
<br />- SEE DETAIL "A"
<br />#
<br />DESCRIPTION T
<br />QLn
<br />' >-
<br />1
<br />FD. 1" LPIPE (C)(G), NO TAG, S89'44'28"E 0.25' FROM P.C.
<br />v
<br />2
<br />FD. 1" LPIPE (C), NO TAG
<br />1�
<br />3
<br />FD. 1" LPIPE (C), NO TAG/BENT, S29'41'04"W 0.45' FROM P.C.
<br />^ I
<br />4
<br />FD. 1" LPIPE (C)(G), NO TAG, S89 -44'28"E 0.16' FROM P.C.
<br />F4
<br />5
<br />FD. 1" LPIPE (C), NO TAG, N89'42'09"W 0.09' FROM P.C.
<br />_J
<br />6
<br />FD. 1" LPIPE (C)(G), NO TAG, N89'42'09"W 0.24' FROM P.C.
<br />lO
<br />7
<br />FD. 1-1/2" LPIPE (C)(D), NO TAG, S89'42'09"E 0.11' FROM P.C.
<br />0)
<br />00
<br />8
<br />FD. 1-1/2" LPIPE @ CENTER OF SEC. 19, T.1N., R.9E., M.D.B.&M. (D), NO
<br />TAG
<br />9
<br />FD. 1" (.PIPE @ NORTH 1/4 COR. OF SEC. 30, TAN., R.9E., M.D.B.&M. (D)(E)(F),
<br />NO TAG
<br />10
<br />FD. AXLE @ EAST 1/4 COR. OF SEC. 30, TAN., R.9E., M.D.B.&M. (E)(F)
<br />� L1 f 2�
<br />11
<br />FD. 3/4" LPIPE TAGGED L.S. 6946 (E)(F)
<br />SEARCHED, FOUND NOTHING
<br />12
<br />FD. 3/4" LPIN W/2" ALUMINUM CAP STAMPED "BAUMBACH & PIAZZA ELSON PLS
<br />N89'43'20"E 0.18' FROM P.C.
<br />7889" (G),
<br />13
<br />FD. 3/4" LPIN W/2" ALUMINUM CAP STAMPED "BAUMBACH & PIAZZA ELSON PLS
<br />N89'43'20"E 0.05' FROM P.C.
<br />7889" (G),
<br />14
<br />_ FD. 3/4" I.PIN (G), NO TAG
<br />^^
<br />SEC. 19, TAN., R.9E., M.D.B.&M.
<br />SEC. LINE
<br />12' S89'46'10"W 2651.82'(M)(F) 2652.46'(E)
<br />R. S.
<br />2-58
<br />15' ROAD
<br />EASEMENT (B)
<br />15' ROAD
<br />EASEMENT (B)(G)
<br />-
<br />�� 1320.00'(M)(8) f
<br />SFN (D)
<br />SEC. 30, T.1N., R.9E., M.D.B.&M.
<br />N89'43'20"E 2656.72'(M) 2640'(A)
<br />2626.71'(M)
<br />DOC.
<br />#2020-025956
<br />78.31 AG
<br />2631.54'(M)
<br />N89'44'34"E 2661.55'(M) 2640'(A)
<br />a
<br />LO
<br />- SEE DETAIL "A"
<br />o
<br />LL
<br />QLn
<br />' >-
<br />B.O.B.
<br />=�
<br />v
<br />v
<br />DENOTES
<br />1�
<br />COR.
<br />LO
<br />^ I
<br />J
<br />o
<br />F4
<br />o
<br />__j I
<br />_J
<br />I.
<br />n p U
<br />lO
<br />P.C.
<br />M
<br />0)
<br />00
<br />P.M.
<br />DENOTES
<br />00
<br />R.S.
<br />0 1
<br />1w
<br />SEC.
<br />W`D
<br />^ 6
<br />� L1 f 2�
<br />Ln
<br />J 0)
<br />SEARCHED, FOUND NOTHING
<br />Q
<br />30'
<br />o
<br />Lo00
<br />I
<br />^
<br />^^
<br />M U
<br />rn
<br />w
<br />co co
<br />1
<br />SFN (D)
<br />SEC. 30, T.1N., R.9E., M.D.B.&M.
<br />N89'43'20"E 2656.72'(M) 2640'(A)
<br />2626.71'(M)
<br />DOC.
<br />#2020-025956
<br />78.31 AG
<br />2631.54'(M)
<br />N89'44'34"E 2661.55'(M) 2640'(A)
<br />SEE DETAIL "B"
<br />SEC. LINE N89'39'11"E
<br />2659.23'(M) 2659.15'(E)(F)
<br />SFN (E.) �v
<br />89'40'54"(M)(F-)
<br />IF -
<br />s7l ^
<br />Q
<br />o
<br />N
<br />LU
<br />m
<br />rx ^
<br />Z CO
<br />00
<br />I-- o
<br />N
<br />ij
<br />w
<br />90'26'05"(M)(F)
<br />vLd
<br />0)
<br />rn
<br />in
<br />NCq
<br />w
<br />10
<br />0
<br />0
<br />Z �
<br />m
<br />d
<br />W
<br />rn
<br />z
<br />Q7
<br />N
<br />U
<br />w
<br />V)
<br />SEC. LINE
<br />SEC. LINE
<br />�0 LAND SUS
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />BASIS OF BEARINGS:
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF
<br />STANLEY ROAD AND QUARTER SECTION LINE OF SECTION 19, TAN.,
<br />R.9E., M.D.B.&M., AS SHOWN ON P.M. 17-146 AS NORTH 0'30'04" EAST.
<br />MONUMENTS SET:
<br />IRON PIN 3/4" DIAMETER X 30" LONG WITH CAP STAMPED
<br />L.S. 7600 AT POINTS SHOWN THUS- ----0--- UNLESS
<br />OTHERWISE NOTED.
<br />LEGEND:
<br />ALL RECORDS USED ARE SAN JOAQUIN COUNTY RECORDS, UNLESS
<br />OTHERWISE NOTED.
<br />(M)
<br />a
<br />MEASURED
<br />o
<br />o
<br />QLn
<br />' >-
<br />B.O.B.
<br />20' ' 30'
<br />v
<br />o,
<br />DENOTES
<br />1�
<br />COR.
<br />LO
<br />^ I
<br />J
<br />o
<br />F4
<br />FD.
<br />DENOTES
<br />(n
<br />I.
<br />I
<br />IRON
<br />SEE DETAIL "B"
<br />SEC. LINE N89'39'11"E
<br />2659.23'(M) 2659.15'(E)(F)
<br />SFN (E.) �v
<br />89'40'54"(M)(F-)
<br />IF -
<br />s7l ^
<br />Q
<br />o
<br />N
<br />LU
<br />m
<br />rx ^
<br />Z CO
<br />00
<br />I-- o
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<br />ij
<br />w
<br />90'26'05"(M)(F)
<br />vLd
<br />0)
<br />rn
<br />in
<br />NCq
<br />w
<br />10
<br />0
<br />0
<br />Z �
<br />m
<br />d
<br />W
<br />rn
<br />z
<br />Q7
<br />N
<br />U
<br />w
<br />V)
<br />SEC. LINE
<br />SEC. LINE
<br />�0 LAND SUS
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />BASIS OF BEARINGS:
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF
<br />STANLEY ROAD AND QUARTER SECTION LINE OF SECTION 19, TAN.,
<br />R.9E., M.D.B.&M., AS SHOWN ON P.M. 17-146 AS NORTH 0'30'04" EAST.
<br />MONUMENTS SET:
<br />IRON PIN 3/4" DIAMETER X 30" LONG WITH CAP STAMPED
<br />L.S. 7600 AT POINTS SHOWN THUS- ----0--- UNLESS
<br />OTHERWISE NOTED.
<br />LEGEND:
<br />ALL RECORDS USED ARE SAN JOAQUIN COUNTY RECORDS, UNLESS
<br />OTHERWISE NOTED.
<br />(M)
<br />a
<br />MEASURED
<br />AC
<br />o
<br />QLn
<br />' >-
<br />B.O.B.
<br />I o
<br />w
<br />W
<br />CALC.
<br />DENOTES
<br />z
<br />COR.
<br />I
<br />mCN
<br />^ I
<br />J
<br />o
<br />F4
<br />FD.
<br />DENOTES
<br />(n
<br />I.
<br />I
<br />IRON
<br />P.C.
<br />V)
<br />0)
<br />00
<br />P.M.
<br />DENOTES
<br />00
<br />R.S.
<br />DENOTES
<br />DETAIL "A"
<br />SEC.
<br />NOT TO SCALE
<br />SECTION
<br />SEE DETAIL "B"
<br />SEC. LINE N89'39'11"E
<br />2659.23'(M) 2659.15'(E)(F)
<br />SFN (E.) �v
<br />89'40'54"(M)(F-)
<br />IF -
<br />s7l ^
<br />Q
<br />o
<br />N
<br />LU
<br />m
<br />rx ^
<br />Z CO
<br />00
<br />I-- o
<br />N
<br />ij
<br />w
<br />90'26'05"(M)(F)
<br />vLd
<br />0)
<br />rn
<br />in
<br />NCq
<br />w
<br />10
<br />0
<br />0
<br />Z �
<br />m
<br />d
<br />W
<br />rn
<br />z
<br />Q7
<br />N
<br />U
<br />w
<br />V)
<br />SEC. LINE
<br />SEC. LINE
<br />�0 LAND SUS
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />BASIS OF BEARINGS:
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF
<br />STANLEY ROAD AND QUARTER SECTION LINE OF SECTION 19, TAN.,
<br />R.9E., M.D.B.&M., AS SHOWN ON P.M. 17-146 AS NORTH 0'30'04" EAST.
<br />MONUMENTS SET:
<br />IRON PIN 3/4" DIAMETER X 30" LONG WITH CAP STAMPED
<br />L.S. 7600 AT POINTS SHOWN THUS- ----0--- UNLESS
<br />OTHERWISE NOTED.
<br />LEGEND:
<br />ALL RECORDS USED ARE SAN JOAQUIN COUNTY RECORDS, UNLESS
<br />OTHERWISE NOTED.
<br />(M)
<br />DENOTES
<br />MEASURED
<br />AC
<br />DENOTES
<br />ACRES
<br />B.O.B.
<br />DENOTES
<br />BASIS OF BEARINGS
<br />CALC.
<br />DENOTES
<br />CALCULATED
<br />COR.
<br />DENOTES
<br />CORNER
<br />DOC.
<br />DENOTES
<br />DOCUMENT NUMBER
<br />FD.
<br />DENOTES
<br />FOUND
<br />I.
<br />DENOTES
<br />IRON
<br />P.C.
<br />DENOTES
<br />PROPERTY CORNER
<br />P.M.
<br />DENOTES
<br />PARCEL MAP, BOOK -PAGE
<br />R.S.
<br />DENOTES
<br />RECORD OF SURVEY, BOOK -PAGE
<br />SEC.
<br />DENOTES
<br />SECTION
<br />SFN
<br />DENOTES
<br />SEARCHED, FOUND NOTHING
<br />W/ DENOTES WITH
<br />• DENOTES FOUND MONUMENT AS STATED
<br />SURVEYOR'S STATEMENT:
<br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
<br />UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF
<br />THE PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF
<br />CHIAPPE FARMS, INC. IN MAY 2020.
<br />DATED THIS 16TH — DAY OF NOVEMBER , 2020
<br />NO. 7600
<br />Ex. iz-si-zozo ZACyiARY C WONG, L.L. 0—
<br />�TgTF LICENSE EXPIRATION DATE: 12-31-2020
<br />OF CAV�F���\P
<br />_ COUNTY SURVEYOR'S STATEMENT:
<br />\, 5 _1-` THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION7.
<br />8766 OF THE PROFESSIONAL LAND SURVEYORS ACT THIS DAY
<br />OF 2029
<br />=� LICEN c
<br />h ido.3057
<br />JAMES E. HART, P.L.S. 8657
<br />COUNTY SURVEYOR
<br />Doc ii: 2020-170639
<br />12/07/2020 09:36:47 AM
<br />RECORDERS STATEMENT:, �,4 AT 3Cs° ,�a M.
<br />FILED THIS ! DAY OF �f 1^ ' . 20
<br />Page: of 3 Fee: $95.00
<br />J .
<br />Steve Besto lar ides
<br />_ _
<br />'SURVEYS, AT PAGE J. .. , AT THE
<br />IN BOOK - WJ _ OF SJ
<br />San Joaquin County Recorders
<br />Paid By: SHOWN ON DOCUMENT
<br />REQUEST OF ZACHARY C. ',HONG.
<br />III V'�� �1 1i"•1PI�I�r I III
<br />FEE. $ J .
<br />,Ifdl�oMll�
<br />—�J — _
<br />STEVE J. BESTOLARIDES, �i /t'3SISTANT/DEPUTY RECORDER
<br />ASSESSOR -RECORDER-
<br />COUNTY CLERK
<br />RECORD OF QSURVEY
<br />A PORTION OF THE NORTHEAST QUARTER OF SECTION 30,
<br />TOWNSHIP 1 NORTH, RANGE 9 EAST, MOUNT DIABLO BASE &
<br />MERIDIAN, SAN JOAQUIN COUNTY, CALIFORNIA
<br />FOR: C:HIAPPE FARMS, INC,
<br />WONG ENGINEERS, INC.
<br />0' 300' 600'
<br />PLANNING ENGINEERING SURVEYING
<br />4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA
<br />1" = 300'
<br />(209)4i'6-0011
<br />NOVEMBER 2020 SHEET 1 OF 1
<br />
|