|
> >
<br />FD. 3/4" IRON PIPE
<br />PER (C), NO TAG I
<br />[TAGGED LS 4450 (C)]
<br />S89 51 '15"E 7237.25(M) 7237.5'(B) _... 1
<br />rQ 7997.19'(M) 7995.3'(J Calc.)
<br />0
<br />M
<br />FD. 3/4" IRON PIPE,
<br />TAGGED LS 4450
<br />PER (C)
<br />N36'39'46"E 103.96'(M) 104.00'(C)—
<br />S89 *5 1
<br />04.00'(C)—S89'51 '15 "E 155.52'
<br />155.58'(B)
<br />S89 51 '15' E 639.11 '(M) (B) (C) _
<br />S89 51'15"E (BASIS OF BEARINGS) 8105.05'(M)
<br />CLIFTON COURT ROAD
<br />DETAIL 'B'
<br />NOT TO SCALE
<br />l
<br />FD. 2" IRON PIPE, NO CAP,
<br />LS 6946, U.O.N.
<br />NO TAG NO REFERENCE, '.'\
<br />POSSIBLE WITNESS MONUMENT
<br />��•
<br />ACCEPTED AS WITNESS \ `�
<br />I
<br />SET BY CHAS. WIDDOWS PER (E)
<br />CORNER
<br />UNFILED SURVEY FOR NORMAN
<br />I
<br />WEST LINE DAVID
<br />S. J. C. R.
<br />McGURK, DATED OCTOBER
<br />I
<br />BIXLER ESTATE (A)
<br />-S-
<br />25-28, 1957, CHW FILE No.
<br />-M&P-
<br />MAPS & PLATS, BOOK & PAGE
<br />-PM-
<br />5638, S.J.C.S.R.
<br />IS
<br />DOCUMENT
<br />�p \
<br />CALCULATED FROM RECORD
<br />CR.
<br />CORNER RECORD, S.J. C.S.R.
<br />B. 0. B.
<br />FD. 2" IRON PIPE, TAGGED
<br />i
<br />N0
<br />4450 PER (F) DN. 12"
<br />I
<br />WI TNESS CORNER
<br />EDR
<br />WEST OF CONC.
<br />DN.
<br />�'
<br />MONUMENT AS SHOWN .''
<br />-- — — — — — — FD. 9" SQ. CONC. MON. PER (A)(E),
<br />-
<br />CENTERLINE
<br />- - - - - -
<br />DN. 18", TIED -IN CENTER OF MONUMENT
<br />— —
<br />LOT LINE PER REF (A)
<br />S7736'00"W
<br />0.47'(TIE)
<br />DETAIL 'B'
<br />NOT TO SCALE
<br />SFN; ESTABLISHED PROPERTY CORNER -
<br />LOCATION BY DISTANCE -DISTANCE
<br />I
<br />40' i 40'
<br />1
<br />FD. 3/4" IRON PIPE
<br />PER (C), NO TAG
<br />TAGGED LS 4450 (C)]
<br />FD. BDL T & WASHER PER
<br />(C)(J), S89'51'15"E 0.10'(M)(C)
<br />FROM CENTERLINE TRACY
<br />BOULEVARD
<br />DETAIL 'A 0
<br />SCALE. 1" = 100'
<br />ti
<br />Z
<br />0
<br />U
<br />0
<br />IN C6
<br />�' o
<br />N V)
<br />n
<br />1
<br />I TO DETERIORATED 2-1/2" IRON PIPE
<br />..- S89'59'12"E 5560.00'(M)(B) (EAST 5560.0)(A)
<br />INTERSECTION FROM CONC. MONUMENT I
<br />& DETERIORATED 2-1/2" IRON PIPE
<br />USING DATA PER (A)
<br />(D.D. SHEET NO. A)
<br />co
<br />ca
<br />DETAIL 'C'
<br />NOT TO SCALE
<br />K: \J22-3175 Vernon Arnoudo Property\DWG\Mapping\ROS-LLA\22-3175 ROS.dwg
<br />�o
<br />N
<br />c6
<br />�LO
<br />LC)o
<br />Lo L
<br />;LL,
<br />Q)
<br />ro
<br />0
<br />0
<br />z
<br />R= 1 162.36'(M)(B) 07nW {RAD)
<br />A=130'38"(M)(B) S7g'OS -
<br />L=30.64'(M)(B) {RAD)
<br />S77
<br />-tFD. 3/4" IRON PIPE,
<br />\ TAGGED LS 4450 PER (C)
<br />\ o�
<br />\o
<br />FD. 3/4" IRON PIPE, TAGGED LS 4450
<br />N07'41 '46"E 0.30' FROM TRUE POSITION;
<br />NO REFERENCE; NOT ACCEPTED;
<br />SFN 1-1/2" IRON PIPE PER (C), 2" IRON
<br />PIPE PER (H)
<br />(
<br />S89'51 '15"E 7237.25'(M) 7237.5'(B)
<br />WEST LINE DAVID
<br />BIXLER ESTATE (A)
<br />0
<br />CLIFTON COURT ROAD
<br />FD. PK NAIL ON CENTERLINE CLIFTON
<br />COURT ROAD PER (C)(H) [PK NAIL &
<br />WASHER PER (J)] [BOLT & WASHER
<br />PER (G)], S89 51 '15 "E 0.20' FROM
<br />INTERSECTION WITH THE WEST LINE
<br />OF DAVID BIXLER ESTATE (A)
<br />T7997.19'(M) TO BOLT & WASHER
<br />S89'51'157E (B.O.B.) AT TRACY
<br />8105.05'(M) iBOULEVARD
<br />0
<br />FD. 2" IRON PIPE, NO TAG PER (C)(H),
<br />S68'39'16"E 0.35' FROM INTERSECTION
<br />OF WEST LINE OF DAVID BIXLER ESTATE
<br />(A) & RIGHT-OF-WAY LINE, PIPE
<br />BROKEN OFF FD. FLUSH WITH GROUND
<br />DETAIL 'D'
<br />SCALE. 1" = 10'
<br />BASIS OF BEARINGS:
<br />RECORD OF SURVEY
<br />A COURSE OF NORTH 89'51'15" WEST BETWEEN
<br />FOUND MONUMENTS ON THE CENTERLINE OF CLIFTON
<br />COURT ROAD AS SHOWN IN BOOK 17 OF PARCEL
<br />MAPS, AT PAGE 84, S.J.C.R., WAS USED AS A
<br />BASIS FOR ALL BEARINGS SHOWN ON THIS MAP.
<br />LEGEND:
<br />S89'51 '15 "E 0.83'(TIE)
<br />FD. 1.5" IRON PIPE,- o ----------------------
<br />LS 6946, U.O.N.
<br />NO TAG NO REFERENCE, '.'\
<br />FOUND MONUMENT AS NOTED
<br />FD
<br />ACCEPTED AS WITNESS \ `�
<br />SFN
<br />SEARCHED, FOUND NOTHING
<br />CORNER
<br />SEE REFERENCES THIS SHEET
<br />(M)
<br />MEASURED
<br />S. J. C. R.
<br />SAN JOAQUIN COUNTY RECORDS
<br />U.D.N.
<br />UNLESS OTHERWISE NOTED
<br />-S-
<br />RECORD OF SURVEY, BOOK & PAGE
<br />-M&P-
<br />MAPS & PLATS, BOOK & PAGE
<br />-PM-
<br />N
<br />IS
<br />DOCUMENT
<br />�p \
<br />CALCULATED FROM RECORD
<br />CR.
<br />CORNER RECORD, S.J. C.S.R.
<br />B. 0. B.
<br />BASIS OF BEARINGS
<br />S. J. C. S. R.
<br />SAN JOAQUIN COUNTY SURVEYOR'S
<br />RECORDS
<br />W. C.
<br />WI TNESS CORNER
<br />EDR
<br />EDGE DIRT ROAD
<br />DN.
<br />DOWN
<br />PROJECT BOUNDARY
<br />-
<br />CENTERLINE
<br />- - - - - -
<br />EXISTING LOT LINE
<br />— —
<br />LOT LINE PER REF (A)
<br />�
<br />o
<br />�o
<br />`z
<br />SFN; ESTABLISHED PROPERTY CORNER -
<br />LOCATION BY DISTANCE -DISTANCE
<br />I
<br />40' i 40'
<br />1
<br />FD. 3/4" IRON PIPE
<br />PER (C), NO TAG
<br />TAGGED LS 4450 (C)]
<br />FD. BDL T & WASHER PER
<br />(C)(J), S89'51'15"E 0.10'(M)(C)
<br />FROM CENTERLINE TRACY
<br />BOULEVARD
<br />DETAIL 'A 0
<br />SCALE. 1" = 100'
<br />ti
<br />Z
<br />0
<br />U
<br />0
<br />IN C6
<br />�' o
<br />N V)
<br />n
<br />1
<br />I TO DETERIORATED 2-1/2" IRON PIPE
<br />..- S89'59'12"E 5560.00'(M)(B) (EAST 5560.0)(A)
<br />INTERSECTION FROM CONC. MONUMENT I
<br />& DETERIORATED 2-1/2" IRON PIPE
<br />USING DATA PER (A)
<br />(D.D. SHEET NO. A)
<br />co
<br />ca
<br />DETAIL 'C'
<br />NOT TO SCALE
<br />K: \J22-3175 Vernon Arnoudo Property\DWG\Mapping\ROS-LLA\22-3175 ROS.dwg
<br />�o
<br />N
<br />c6
<br />�LO
<br />LC)o
<br />Lo L
<br />;LL,
<br />Q)
<br />ro
<br />0
<br />0
<br />z
<br />R= 1 162.36'(M)(B) 07nW {RAD)
<br />A=130'38"(M)(B) S7g'OS -
<br />L=30.64'(M)(B) {RAD)
<br />S77
<br />-tFD. 3/4" IRON PIPE,
<br />\ TAGGED LS 4450 PER (C)
<br />\ o�
<br />\o
<br />FD. 3/4" IRON PIPE, TAGGED LS 4450
<br />N07'41 '46"E 0.30' FROM TRUE POSITION;
<br />NO REFERENCE; NOT ACCEPTED;
<br />SFN 1-1/2" IRON PIPE PER (C), 2" IRON
<br />PIPE PER (H)
<br />(
<br />S89'51 '15"E 7237.25'(M) 7237.5'(B)
<br />WEST LINE DAVID
<br />BIXLER ESTATE (A)
<br />0
<br />CLIFTON COURT ROAD
<br />FD. PK NAIL ON CENTERLINE CLIFTON
<br />COURT ROAD PER (C)(H) [PK NAIL &
<br />WASHER PER (J)] [BOLT & WASHER
<br />PER (G)], S89 51 '15 "E 0.20' FROM
<br />INTERSECTION WITH THE WEST LINE
<br />OF DAVID BIXLER ESTATE (A)
<br />T7997.19'(M) TO BOLT & WASHER
<br />S89'51'157E (B.O.B.) AT TRACY
<br />8105.05'(M) iBOULEVARD
<br />0
<br />FD. 2" IRON PIPE, NO TAG PER (C)(H),
<br />S68'39'16"E 0.35' FROM INTERSECTION
<br />OF WEST LINE OF DAVID BIXLER ESTATE
<br />(A) & RIGHT-OF-WAY LINE, PIPE
<br />BROKEN OFF FD. FLUSH WITH GROUND
<br />DETAIL 'D'
<br />SCALE. 1" = 10'
<br />BASIS OF BEARINGS:
<br />RECORD OF SURVEY
<br />A COURSE OF NORTH 89'51'15" WEST BETWEEN
<br />FOUND MONUMENTS ON THE CENTERLINE OF CLIFTON
<br />COURT ROAD AS SHOWN IN BOOK 17 OF PARCEL
<br />MAPS, AT PAGE 84, S.J.C.R., WAS USED AS A
<br />BASIS FOR ALL BEARINGS SHOWN ON THIS MAP.
<br />LEGEND:
<br />___0_
<br />SET 3/4"x30" IRON PIPE, TAGGED
<br />LS 6946, U.O.N.
<br />--�—
<br />FOUND MONUMENT AS NOTED
<br />FD
<br />FOUND
<br />SFN
<br />SEARCHED, FOUND NOTHING
<br />(A)
<br />SEE REFERENCES THIS SHEET
<br />(M)
<br />MEASURED
<br />S. J. C. R.
<br />SAN JOAQUIN COUNTY RECORDS
<br />U.D.N.
<br />UNLESS OTHERWISE NOTED
<br />-S-
<br />RECORD OF SURVEY, BOOK & PAGE
<br />-M&P-
<br />MAPS & PLATS, BOOK & PAGE
<br />-PM-
<br />PARCEL MAPS, BOOK & PAGE
<br />DOC.
<br />DOCUMENT
<br />Calc.
<br />CALCULATED FROM RECORD
<br />CR.
<br />CORNER RECORD, S.J. C.S.R.
<br />B. 0. B.
<br />BASIS OF BEARINGS
<br />S. J. C. S. R.
<br />SAN JOAQUIN COUNTY SURVEYOR'S
<br />RECORDS
<br />W. C.
<br />WI TNESS CORNER
<br />EDR
<br />EDGE DIRT ROAD
<br />DN.
<br />DOWN
<br />PROJECT BOUNDARY
<br />-
<br />CENTERLINE
<br />- - - - - -
<br />EXISTING LOT LINE
<br />— —
<br />LOT LINE PER REF (A)
<br />STATEMENT OF PURPOSE:
<br />THIS MAP IS BEING FILED PURSUANT TO SECTION
<br />8762 (b)(1)(3) OF THE PROFESSIONAL LAND
<br />SURVEYORS' ACT.
<br />OF A PORTION OF DOCUMENT No. 2022-000543,
<br />S.J.C.R., AND LYING IN PORTIONS OF SECTION 19,
<br />T. 1 S., R. 5 E., AND SECTION 24, T. 1 S., R. 4 E.,
<br />MOUNT DIABLO MERIDIAN.
<br />COUNTY OF SAN JOAOUIN, STATE OF CALIFORNIA
<br />MARCH, 2023
<br />pM7RTHSTAR ENGINEERING GROUP, INC.
<br />620 12th Street, Modesto, CA 95354
<br />(209) 524-3525
<br />REFERENCES:
<br />(A) "PARTITION MAP OF LANDS OF DAVID BIXLER ESTATE", Vol. 8
<br />MAPS & PLATS, Pg. 4, S.J.C.R.
<br />(B) GRANT DEED, DDC. No. 2022-000543, S.J.C.R.
<br />(C) PARCEL MAP, BOOK 17, PAGE 84, S.J.C.R.
<br />(D) RECORD OF SURVEY, BOOT{ 27, PAGE 64, S.J.C.R.
<br />(E) UNRECORDED SURVEY CHW 5638, S.J. C.S.R.
<br />(F) CORNER RECORD, CR. 18-137, S.J. C.S.R.
<br />(G) SAN JOAQUIN COUNTY FIELD BOOK 209, Pg. 1, S. J. C. S. R.
<br />(H) SAN JOAQUIN COUNTY FIELD BOOK 654, PG. 72, 73, S. J. C. S. R.
<br />(J) SAN JOAQUIN COUNTY FIELD BOOK 656, PG. 40, 41, S. J. C.S.R.
<br />(K) TRACY BOULEVARD ROAD PLANS T-116 THRU T-118,
<br />X -SJ -FAS 907, "PHASE 2'; TRACY ROAD, S. J. C.S.R.
<br />[ROAD DEED 1760 -OFFICIAL RECORDS -523, S.J.C.R.]
<br />Doc 0: 2023-035988
<br />05/09/2023 08:59:49 AM
<br />Page: 1 of 2 Fee: $98,00
<br />Steve J. Sestolarides
<br />San Joaquin County Recorders
<br />Paid 8y: SHOWN ON DOCUMENT
<br />FIII , r E ' :so li' �f �rlI I II I
<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 />VERNON ARNAUDO IN NOVEMBER,2022. DAY OF t Pt '
<br />DATED THIS rwL 20Z 3.
<br />� RIEN
<br />GROENEWOUD
<br />_ ,,,�e,
<br />RIEN GROENEWOUD, P.L.S. 69,2r6 -No. 6946\�
<br />OF CALF
<br />COUNTY SURVEYOR'S STATEMENT:
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
<br />PROFESSIONAL LAND SURVEYORS' ACT THIS 2 *-' DAY OF /'ABY
<br />20-'Z5 .
<br />o
<br />LICENSE �
<br />* No. 8657
<br />j4AMESVEE. HART, L.S. 8657UNTY SURVEYOR
<br />FILED THIS 0I4" DAY OF Ol 20Z�S AT AM. IN BOOK
<br />"f OF SURVEYS, AT PAGE AT THE REQUEST OF NORTHSTAR
<br />ENGINEERING GROUP, Inc.
<br />FEE.
<br />BY.
<br />STEVE J. BESTOLARIDES /DEPUTY RECORDER
<br />ASSESSOR—RECORDER—
<br />COUNTY CLERK
<br />SHEET 1 OF 2
<br />
|