|
NOTE:
<br />1. LATITUDES AND LONGITUDES SHOWN ARE BASED ON WGS 84 DATUM.
<br />2. NORTHING AND EASTING COORDINATES SHOWN ARE BASED ON THE CALIFORNIA
<br />COORDINATED SYSTEM 83, ZONE 3 ( 1991.35) AS SPECIFIED ON CITY OF
<br />STOCKTON TRAVERSE CONTROL MONUMENT SURVEY, FILED FOR RECORD IN BOOK
<br />35 OF SURVEY, Al- PACE 5, SAN JOAQUIN COUNTY RECORDS.
<br />SCALE: 1" = 200'
<br />v FD. BRASS DISK IN
<br />MONUMENT BOX
<br />I STAMPED "PDX RESET 1993"
<br />/ I
<br />NORTH ING=2156434.07
<br />EASTING=6348474.30
<br />/ I POINT 1006 (R1)
<br />NORTH LATITUDE: 37`54'53.62"
<br />I WEST LONGITUDE: 121'14'20.59"
<br />FD. FOUND /
<br />(M) MEASURED
<br />(P) PRORATED
<br />a DIMENSION POINT, /
<br />NOTHING FOUND OR SET
<br />CPS OF
<br />STOCKTON
<br />I
<br />w I
<br />=� o
<br />POINT 1006
<br />41
<br />�)
<br />`f
<br />IaJ N
<br />N
<br />POINT 205 0 iv
<br />- I EASEMENT -
<br />DEED O.R.
<br />BOOK 1441,
<br />� o�PAGE 191
<br />x
<br />EXISTING EXTERIOR
<br />FENCE LINE (TYP.)
<br />ao 50,
<br />N
<br />89"56'08"�R4
<br />M),
<br />Zo �✓ �I- - 89".56'30"R2)
<br />89"57' 11 "
<br />\ 0' 21'�M)
<br />J I FD. U.S. ARMY CORS OF \
<br />ENGINEERS BRASS DISK IN
<br />�•1 I CONCRETE STAMPED
<br />v I C6 "CA, 2-64/'1952"(R2)(R3)(R4)
<br />z N NORTHING=2145190.1823
<br />- I EASTING=6345933.3342
<br />C NORTH LATITUDE: 37"53'02.26"
<br />U I WEST LONGITUDE: 121"14'51.18"
<br />FD. 1-1/2" PIPE(R2)(R3)-
<br />m I 1't NORTH & 27't EAST
<br />ul OF EXISTING FENCE TEE
<br />GO
<br />77 O_ �D
<br />5
<br />FD. 1" IRON PIN IN WELL(R2) JO„E<RLi C1L�ZOk gBA-2, F 5 U U
<br />0.12' NOSH OF LIME
<br />mGi C�1 \ 2 �� 2gS 3O R• F3� , ':4 J:
<br />EASEMENT -DEED
<br />O.R. BOOS. 316 I U FD O
<br />FD. RR SPIKE(R2)__., PAGE 672 EASEMENT -DEED �C EASEMENT -DEED
<br />DOCUMENT # G O.R. BOOK 4506, p
<br />2007-128751' �� ���_ PAGE 398 0,
<br />60' DRAINAGE J ti IS 81' PROPERTY LINE n <<
<br />CANAL EASEMENT -DEED `S �� s�� IS 8'1'_E NORTH
<br />O.R. BOOK 2645, PAGE 270�� EASEMENT -DEED OF EXITING FENCE o
<br />h219 '(RGi:� O.R. BOOK 4500,
<br />F0. BRASS DISK IN PAGE 453 o `
<br />..�
<br />MONUMENT BOX \\ y A22 �0I 11 EASEMENT -DEED \ i2
<br />STAMPED "6S-15" \ < W f=D. I" PIPE RL R3 QR. BOOK 2.026 -% K10O
<br />NORTHING=2145753.53 �, -o ( )( ) PAGE 389 %' OCy 1
<br />EASTING=6345658.03 / O . EASEMENT -DEED %' Sl
<br />POINT 205 R1 \\ o �. O.R. BOOK. 1541, _ � � � � EASEMENT -DEED
<br />( ) p PAGE 259 �� O.R. BOOK 1853,
<br />NOSH ILATHUDE: 37"53'07.81" �� �� � �' EASEMENT --DEED A PACE F255
<br />IN
<br />�f -PAC BO -OK 1575, (UNDEFINED)
<br />WEST LONGITUDE: 121"14'54.67" �W✓� �- � � PAGE 178
<br />3
<br />0
<br />Q
<br />,Lh60
<br />Sj2 JL
<br />\-7.37'(M)(R4)
<br />DETAIL "A"
<br />NOT TO SCALE
<br />gds 2:
<br />n•, �s
<br />O .O 'CP
<br />O p O
<br />-/13 5,
<br />FD. 1/2" REBAR-,\ ✓J
<br />L.S. 5285 (R2)
<br />FD. 1" PIPE(R2)(R3)
<br />60.38' NORTH OF
<br />OF SOUTH LINE AA--, 9
<br />EXISTING EXTERIOR--\ �
<br />0, IEASEMENT DEED
<br />FENCE LINE (TYP.)o 102.60'�M) \
<br />/ FD. 1" IPE
<br />O.R. BOOK 2741,4) 102.47'R2)(R3) PAGE 597
<br />0.12' NORTH OF LWE(R4)
<br />(s)�2" PIPE(R2)(i23) o �J� _� CDUN 0 (R3i
<br />m. O_ � \ -F-FD. wt
<br />/
<br />SEE DETAIL A"-/
<br />of j 2 2�'� o,w 2� h6o o� CR
<br />PROPERTY LINE
<br />SIZE
<br />IS 63'f SOUTH
<br />OF EXISTING FENCE
<br />60' DRAINAGE
<br />CANAL EASEMENT -DEED
<br />O.R. BOOK. 2645, PACE_ 270
<br />REFERENCES:
<br /><Rh%
<br />PROPERTY LINE
<br />IS 52't SOUTH
<br />OF EXISTING FENCE
<br />(R'1) R.S. 35-5
<br />(R2) R.S. 35-18 (CONVERTED
<br />GROUND DISTANCES SHOWN)
<br />(R3) R.S. 32-125
<br />(R4) R.S. 35-39
<br />NOTE- ALL RECORDS ARE OF SAN JOAQUIN COUNTY. BOOK
<br />PRECEDES PAGE. ALL DISTANCES ARE MEASURED OR CALCULATED
<br />FROM MEASURED UNLESS OTHERWISE NOTED.
<br />RECORD OF SUR VEY
<br />of
<br />A PORTION OF SECTION 38, C.M.
<br />WEBER GRANT, SAN JOAQUIN COUNTY,
<br />CALIFORNIA
<br />SHEET 1 OF 1 SHEET
<br />MARCH, 2017
<br />DILLON & MURPHY
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING • PLANNING • SOR'✓EYING
<br />BASIS OF BEARINGS:
<br />BEARINGS, DISTANCES, AND COORDINATES ARE BASED ON THE CALIFORNIA COORDINATE
<br />SYSTEM 83, ZONE 3 (199"1.35). A LINE BETWEEN CITY OF STOCKTON MONUMENTS
<br />"PDX" AND NO. 6S-15 WHICH BEARS 514'46'18"W AS CALCULATED FROM
<br />COORDINATES SHOWN ON CITY OF STOCKTON TRAVERSE CONTROL MONUMENT SURVEY,
<br />FILED FOR RECORD IN BOOK 35 OF SURVEY, AT PAGE 5, SAN JOAQUIN COUNTY
<br />RECORDS. ALL DISTANCES ARE GROUND DISTANCES UNLESS OTHERWISE NOTED AND
<br />MUST BE MULTIPLIED BY 0.999931074 TO OBTAIN GRID DISTANCES.
<br />Y+ Doc 4: 2017-UG1223
<br />MONUMENT J SET.• Page: 1 of 11:30:27 Fe:,Rif
<br />Page: 7 of 1 Fee: y9.00
<br />Steve J. Bestolarides
<br />San .Joaquin County Recorders
<br />PK NAIL, TAGGED R.C.E. 25835 AS SHOWN THUS Paid By: SHOWN ON Docui-ew
<br />O UNLESS OTHERWISE NOTED.
<br />'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.
<br />LAND SURVEYORS' ACT AT THE REQUEST OF THE STATE OF CALIFORNIA
<br />IN JANUARY, 2017.
<br />DATED THIS __��DAY OF C�%�!'Z/— '2017.
<br />--
<br />�Rfj'rL6S/c
<br />� 1V. D/{
<br />CECIL DILLON R.C.E. 25835 �w
<br />LICENSE EXPIRATION DATE: 12-31-17 '� .4
<br />-
<br />No. 25835
<br />EXP. 12-31-17
<br />T - DIVIL,
<br />MUM TY
<br />YOR'S STA
<br />1EMfENT
<br />0
<br />OSI 0C)
<br />,
<br />•
<br />p` 1
<br />p��
<br />✓�! U�_
<br />PROFESSIONAL LAND
<br />SURVEYORS'
<br />/
<br />SEE DETAIL A"-/
<br />of j 2 2�'� o,w 2� h6o o� CR
<br />PROPERTY LINE
<br />SIZE
<br />IS 63'f SOUTH
<br />OF EXISTING FENCE
<br />60' DRAINAGE
<br />CANAL EASEMENT -DEED
<br />O.R. BOOK. 2645, PACE_ 270
<br />REFERENCES:
<br /><Rh%
<br />PROPERTY LINE
<br />IS 52't SOUTH
<br />OF EXISTING FENCE
<br />(R'1) R.S. 35-5
<br />(R2) R.S. 35-18 (CONVERTED
<br />GROUND DISTANCES SHOWN)
<br />(R3) R.S. 32-125
<br />(R4) R.S. 35-39
<br />NOTE- ALL RECORDS ARE OF SAN JOAQUIN COUNTY. BOOK
<br />PRECEDES PAGE. ALL DISTANCES ARE MEASURED OR CALCULATED
<br />FROM MEASURED UNLESS OTHERWISE NOTED.
<br />RECORD OF SUR VEY
<br />of
<br />A PORTION OF SECTION 38, C.M.
<br />WEBER GRANT, SAN JOAQUIN COUNTY,
<br />CALIFORNIA
<br />SHEET 1 OF 1 SHEET
<br />MARCH, 2017
<br />DILLON & MURPHY
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING • PLANNING • SOR'✓EYING
<br />BASIS OF BEARINGS:
<br />BEARINGS, DISTANCES, AND COORDINATES ARE BASED ON THE CALIFORNIA COORDINATE
<br />SYSTEM 83, ZONE 3 (199"1.35). A LINE BETWEEN CITY OF STOCKTON MONUMENTS
<br />"PDX" AND NO. 6S-15 WHICH BEARS 514'46'18"W AS CALCULATED FROM
<br />COORDINATES SHOWN ON CITY OF STOCKTON TRAVERSE CONTROL MONUMENT SURVEY,
<br />FILED FOR RECORD IN BOOK 35 OF SURVEY, AT PAGE 5, SAN JOAQUIN COUNTY
<br />RECORDS. ALL DISTANCES ARE GROUND DISTANCES UNLESS OTHERWISE NOTED AND
<br />MUST BE MULTIPLIED BY 0.999931074 TO OBTAIN GRID DISTANCES.
<br />Y+ Doc 4: 2017-UG1223
<br />MONUMENT J SET.• Page: 1 of 11:30:27 Fe:,Rif
<br />Page: 7 of 1 Fee: y9.00
<br />Steve J. Bestolarides
<br />San .Joaquin County Recorders
<br />PK NAIL, TAGGED R.C.E. 25835 AS SHOWN THUS Paid By: SHOWN ON Docui-ew
<br />O UNLESS OTHERWISE NOTED.
<br />'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.
<br />LAND SURVEYORS' ACT AT THE REQUEST OF THE STATE OF CALIFORNIA
<br />IN JANUARY, 2017.
<br />DATED THIS __��DAY OF C�%�!'Z/— '2017.
<br />--
<br />�Rfj'rL6S/c
<br />� 1V. D/{
<br />CECIL DILLON R.C.E. 25835 �w
<br />LICENSE EXPIRATION DATE: 12-31-17 '� .4
<br />-
<br />No. 25835
<br />EXP. 12-31-17
<br />T - DIVIL,
<br />MUM TY
<br />YOR'S STA
<br />1EMfENT
<br />THIS MAP HAS BEEN
<br />EXAMINED IN
<br />ACCORDANCE WITH SECTION
<br />8766 OF THE
<br />PROFESSIONAL LAND
<br />SURVEYORS'
<br />ACT THIS _JV?Lf DAY OF __MA'f_
<br />, 2017.
<br />LANnj
<br />WARREN D. SMITH L.S. 4842 d No1 a a
<br />COUNTY SURVEYOR 0'Pp}CA
<br />Fli FT) THIO _�
<br />DAY (1F /�9 ' l.i 2017. AT I + 30 m
<br />IN BOOK 3 % OF SURVEYS, AT PAGE _�.� AT THE REQUEST
<br />OF CECIL DILLON.
<br />[ryU
<br />FEE: ( ,1 �✓
<br />1, L` .; dJ� �I.YN.Ct'��C.. BY. _ —�
<br />STEVEc.
<br />J. BES- IOLARIDES -ASSISTANT/-DEPU(Y RECORDER
<br />A RECORDER/COUNTY CLERK
<br />1705A
<br />SF�
<br />S: �2017� 1705F1�Record of Survey- Ground(v2076). divg Apr 28, 2011
<br />
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