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FOUND MONUMENTS
<br />1
<br />FOUND TOP OF SLIGHTLY BENT 1-1/4" IRON PIPE (E), NO TAG
<br />2
<br />FOUND AXLE (D)(F), NO TAG
<br />S17'59'10"E
<br />FOUND 3/4" IRON PIN, NO REFERENCE/NO TAG, S71'59'27"W 0.58'
<br />3
<br />& N18'00'33"W 73.78' FROM SOUTHWEST CORNER OF LOT 31 (C)
<br />4
<br />FOUND TOP -CUT OF 3/4" IRON PIN [1/2" IRON PIPE (E)], NO
<br />N17'59'10"W
<br />TAG, N72'00'50"E 0.15' FROM PROPERTY CORNER
<br />5
<br />FOUND 1-1/2" IRON PIPE (F), NO TAG, N17'59'10"W 0.13' FROM
<br />(F)
<br />PROPERTY CORNER
<br />6
<br />FOUND 3/4" STEEL BAR (H), NO TAG, S52'44'40"W 0.25' FROM
<br />o
<br />PROPERTY CORNER
<br />7
<br />FOUND 3/4" IRON PIN [3/4" STEEL PIPE (G)], NO TAG
<br />M&P 14-55, S.J.C.R.
<br />FOUND TOP OF BENT 3/4" IRON PIN [3/4" STEEL PIPE (G)(H)],
<br />8
<br />NO TAG, S75'55' 07 E 0.25 FROM PROPERTY CORNER
<br />9
<br />FOUND AXLE (D), NO TAG
<br />REFERENCES:
<br />L#
<br />BEARING
<br />DISTANCE
<br />L1
<br />S17'59'10"E
<br />38.56'(M)
<br />L2
<br />S73'36'27"W
<br />45.06'(M)
<br />L3
<br />N17'59'10"W
<br />38.56'(M)
<br />(A)
<br />DOC. 2009-177679, S.J.C.R.
<br />(F)
<br />M&P 11-141, S.J.C.R.
<br />N17'59'10"W
<br />46.59'(M)
<br />o
<br />(B)
<br />DOC. 2011-082639, S.J.C.R.
<br />(G)
<br />M&P 14-55, S.J.C.R.
<br />`Ld
<br />cD r-
<br />N
<br />0
<br />(C)
<br />M&P 8-61, S.J.C.R.
<br />(H)
<br />M&P 14-85, S.J.C.R.
<br />z
<br />Lo
<br />Lo
<br />(D)
<br />M&P 11-12, S.J.C.R.
<br />(1)
<br />R.S. 35-5, S.J.C.R.
<br />.t O O
<br />V)
<br />(E)
<br />M&P 11-96, S.J.C.R.
<br />- 0 CV
<br />V)
<br />NEWTON TRACT
<br />LO co
<br />LO
<br />r-
<br />r N
<br />04
<br />r -
<br />00m
<br />z
<br />M&P 11-96
<br />09
<br />NO
<br />54'(B)
<br />NEWTON TRACT
<br />221.88'(M)
<br />221.5(C)
<br />54.09'(M)
<br />201.88'(M)
<br />M&P 11-96
<br />J
<br />90.75'(E)
<br />OF
<br />269.42'(M) 269.02'(C)
<br />-21.40'(M) DOC.
<br />2009-177679 N17'S9'1Cow
<br />122.45'(M) F�2
<br />ao.
<br />261.69'(M)CO
<br />r- ✓
<br />CIQ
<br />LLJ
<br />227.10 (C)00
<br />Uj
<br />00 `n, S17'S9'58"E
<br />�� 227.46'(M) N
<br />'L n cA� 0• - r<`z
<br />N - q
<br />C) moo. 7 00
<br />`J M 192.90'(C)
<br />00 r) 193.23'(M)
<br />� N 88.90'(6) 5
<br />O 50.09'(M) 89.05'(M) O
<br />SURVEYOR'S NOTE:
<br />DUE TO THE LACK OF
<br />MONUMENTATION, THE NORTH
<br />LINE OF "GRAY ACRES"
<br />SUBDIVISION WAS DETERMINED BY
<br />SPLITTING THE IMPROVEMENTS,
<br />THEN BY HOLDING THE
<br />RESULTING SOUTH LINE OF
<br />WATERLOO ROAD.
<br />LINE TABLE
<br />L#
<br />BEARING
<br />DISTANCE
<br />L1
<br />S17'59'10"E
<br />38.56'(M)
<br />L2
<br />S73'36'27"W
<br />45.06'(M)
<br />L3
<br />N17'59'10"W
<br />38.56'(M)
<br />L4
<br />N73'36'27"E
<br />45.06'(M)
<br />L5
<br />N17'59'10"W
<br />46.59'(M)
<br />40' S17*5910'E 1
<br />90.35'(M) ® N17'59'10"W 1487.78'(M) 1487.12'(CALC-C)
<br />1
<br />110.80'(M) 110.6'(C) 221.85'(M) 221.5'(C)
<br />574.33'(M) NEWPORT AVENUE o
<br />54.09'(M)
<br />110.79'(M)
<br />201.85'(M)
<br />UI
<br />ao
<br />54'(B)
<br />_
<br />�
<br />00 Q
<br />W
<br />�
<br />w Z
<br />0)
<br />i�
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<br />r o6 00 00
<br />00 00
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<br />.-.�.. ..�
<br />..
<br />wCO
<br />20'
<br />cD r-
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<br />04LO8
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<br />LO co
<br />LO
<br />r-
<br />r N
<br />04
<br />r -
<br />00m
<br />z
<br />cn
<br />54'(B)
<br />221.88'(M)
<br />221.5(C)
<br />54.09'(M)
<br />110.79'(M) 110.6'(C)
<br />201.88'(M)
<br />U
<br />1^
<br />UI
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<br />Ln
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<br />20'
<br />� cD
<br />o
<br />3r
<br />_
<br />N
<br />30'
<br />z
<br />O
<br />N
<br />04
<br />r
<br />V)
<br />N• 2179214 46 505.90'(M) 2
<br />g0'
<br />(D.D. SHEET NO. 32B)
<br />lom 000 199
<br />FOUND C.O.S. MONUMENT #428 FOUND C.O.S. MONUMENT #192
<br />�7 STAMPED "14S-11" (1) STAMPED "6S-4" (1)
<br />N: 2177980.12 N: 2181368.88
<br />RHODE ISLAND�_LNO E: 6340462.62 E: 6344840.04
<br />AVENUE "B.o.B." N52'15'18"E 5536.17'(M) 5535.84'(GRID)
<br />•
<br />N - _ WATERLOO RD. •
<br />• ® S56'49'40"W - S49•07'23"W 32 29 .21'(M) 3292 02'(GRID)
<br />2256.05'(M) 2255.92'(GRID) Q
<br />6, LO
<br />U LO
<br />�, d �3 N: 2179214.46 '�'
<br />W
<br />E: 6342350.89 Q
<br />aC ¢ a =�
<br />)'(A) U U
<br />Q(B) 6 c6 rj C.O.S. GPS CONTROL TIES
<br />CQ I d- to NOT TO SCALE
<br />0' 60' 120'
<br />1 " = 60'
<br />60.00 M
<br />60.00'(M)
<br />1^
<br />I0
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<br />60.00'(M)(D)
<br />0
<br />LAND SUf'
<br />NO. 7600
<br />EX. 12-31-2024
<br />T9TF
<br />OF
<br />SOUTHWEST CORNER OF
<br />LOT 70 (D)
<br />LEGEND:
<br />ALL RECORDS USED ARE SAN JOAQUIN
<br />COUNTY RECORDS, UNLESS OTHERWISE NOTED.
<br />(M)
<br />B.O.B.
<br />C.O.S.
<br />CALC
<br />DOC.
<br />EX.
<br />M&P
<br />P.U.E.
<br />R.S.
<br />S.F.
<br />S.J.C.R.
<br />___ O.
<br />E: 6342350.89 -495.90'(M) 495'(CALC-D) - - - } - - - - -
<br />S18'00'33"E '1411.60'(M) 1411.0'(C) L EX. 16' P.U.E. 30' 30'A*
<br />- SET CHISELED CROSS WITH SIERRA HEIGHTS
<br />BRASS TAG STAMPED L.S. 7600 M&P 11-12
<br />BASIS OF BEARINGS:
<br />BEARINGS, DISTANCES, AND COORDINATES ARE BASED ON THE
<br />CALIFORNIA COORDINATE SYSTEM 83, ZONE 3 (1991.35). A LINE
<br />BETWEEN CITY OF STOCKTON MONUMENTS "6S-4" AND "14S-11" BEARS
<br />N52'15'18"E AS CALCULATED FROM COORDINATES SHOWN ON CITY OF
<br />STOCKTON HORIZONTAL CONTROL SYSTEM PHASE XIV, FILED FOR
<br />RECORD IN BOOK 35 OF SURVEYS, AT PAGE 5, SAN JOAQUIN COUNTY
<br />RECORDS. ALL DISTANCES SHOWN ARE GROUND DISTANCES AND MUST
<br />BE MULTIPLIED BY 0.99994070 TO OBTAIN GRID DISTANCES.
<br />MONUMENTS SET:
<br />IRON PIN 3/4" DIAMETER X 30" LONG WITH CAP STAMPED
<br />L.S. 7600 AT POINTS SHOWN THUS n UNLESS
<br />OTHERWISE NOTED.
<br />SURVEYOR'S STATEMENT:
<br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER
<br />MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE
<br />PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF THE ABIE
<br />M. ABELLO & VIRGINIA C. ABELLO FAMILY TRUST IN AUGUST, 2023.
<br />DATED THIS 26TH DAY OF DECEMBER , 2023.
<br />ZACHARY C. WONG, L.S. 7600
<br />LICENSE EXPIRATION DATE: 12-31-2024
<br />COUNTY SURVEYOR'S STATEMENT:
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTIO
<br />hq�G�G 8766 OF THE PROF SSIONAL LAND SURVEYORS' ACT THIS ,2v DAY
<br />OF tJ3NUA RN 202i
<br />NoCE8657 Jx
<br />JAMES E. HART, P.L.S. 8657
<br />COUNTY SURVEYOR
<br />RECORDER'S STATEMENT:
<br />FILED THIS DAY OF OInUA/'Y 202`, AT I���S �M.
<br />IN BOOK 40 OF SURVEYS, AT PAGE ICiq AT THE
<br />REQUEST OFZACHARY C. WONG.
<br />FEE: $ a5.0,0
<br />BY:
<br />STEVE J. BESTOLARIDES, MT/DEPUTY RECORDER
<br />ASSESSOR -RECORDER- IAAriA I Dl, S5l +cr
<br />DENOTES MEASURED COUNTY CLERK
<br />DENOTES BASIS OF BEARINGS Doc 9: 2024-000840
<br />01/04/2024 10:25:06 AM
<br />DENOTES CITY OF STOCKTON Page: 1 of 1 Fee: $95.00
<br />Steve J. Bestolarides
<br />DENOTES CALCULATED San Joaquin County Recorders
<br />Paid By: SHOWN ON DOCUMENT
<br />DENOTES DENOTES EXISTING
<br />NUMBER 1111 � �' �(( R'�sIU-, M 'b I
<br />DENOTES MAPS AND PLATS, BOOK -PAGE {
<br />DENOTES PUBLIC UTILITY EASEMENT
<br />DENOTES RECORD OF SURVEY, BOOK -PAGE
<br />DENOTES SQUARE FEET
<br />DENOTES SAN JOAQUIN COUNTY RECORDS
<br />DENOTES FOUND MONUMENT AS STATED
<br />DENOTES FOUND C.O.S. MONUMENT AS STATED
<br />DENOTES LOT NUMBERS PER M&P 8-61
<br />RECORD OF SURVEY
<br />A PORTION OF LOTS 6 & 7 OF "GRAY ACRES" M&P
<br />8-61, SAN JOAQUIN COUNTY RECORDS, WITHIN A
<br />PORTION OF SECTION 43, C.M. WEBER GRANT,
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />FOR: ABIE M. ABELLO & VIRGINIA C.
<br />ABELLO FAMILY TRUST
<br />WONG ENGINEERS, INC.
<br />PLANNING ENGINEERING SURVEYING
<br />I 4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CA 95219 (209) 476-0011
<br />DECEMBER, 2023
<br />SHEET 1 OF 1
<br />4000011111
<br />
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