|
BASIS OF BEARINGS.
<br />A COURSE OF SOUTH 655625" EAST BETWEEN CITY OF STOCKTON
<br />MONUMENTS "9N-10" AND "4N-8" AS CALCULATED FROM
<br />COORDINA TES SHOWN ON THA T RECORD OF SURVEY FILED FOR
<br />RECORD IN BOOK 35 OF SURVEYS, AT PAGE 5, SAN JOAQUIN COUNTY
<br />RECORDS, WAS USED AS A BASIS FOR ALL BEARINGS SHOWN ON THIS
<br />MAP. ALL DISTANCES SHOWN ARE GROUND DISTANCES AND MUST BE
<br />MUL 77PLIED BY 0.99994612 TO OBTAIN GRID DISTANCES
<br />SCALE. 1" = 150'
<br />CURVE TABLE
<br />NO. DELTA RADIUS I LENGTH
<br />Cl 21 '24'04 " 430.00' 160.62'(M)
<br />160.85'(F) (0)
<br />160.36'(N)
<br />4() Im Iq I
<br />FD 2 1/2" BRASS DISK IN MONUMENT WELL STAMPED`
<br />STATEMENT OF PURPOSE. "9N-10" C.O.S. POINT NO. 284 (A)(B)(C)(J)(N)
<br />THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE 99659. eqs/s
<br />ADJUSTED PROPERTY LINES AS DESCRIBED IN NOTICE OF LOT(
<br />4/
<br />ADJUSTMENT PA -2000209 RECORDED ON JUNE 21, 2021 FD 2" BOLT & WASHER (B)(C)(J) (4/S S'ss
<br />AS DOCUMENT NO. 2021-105335, SAN JOAQUIN COUNTY ' i 96602 6:15 F/A'cs
<br />RECORDS, TO CONFORM WITH SECTION 8762 OF THE
<br />ERVE AS A j
<br />DOC
<br />PROFESSIONAL
<br />T FOR LPRE- CONS T �CTION CT AND TO SMONUMENTPRESERVAT/ON
<br />FOR THE WHISTLER STORAGE IMPROVEMENT PROJECT.
<br />0
<br />//6
<br />FD 2 i/2" BRASS DISK IN MONUMENT WELL—�'®
<br />FD 2 1/2" BRASS DISK IN MONUMENT WELL STAMPED '4N-8" C.O.S. POINT NO. 147 (A)(C)STAMPED "C.O.S. 9N-11 Ri LS 8151 2013" (8)�
<br />O'
<br />WINDMILL PARK, 1 UNIT No. 1 U)
<br />FD 1 IRON PIN, NO TAG (K) -� - 39-M&P-5 'S 34-S-199 %
<br />/ (3/4" IRON ROD TAGGED R.C.E. 14269 PER (8)(N)) I I I'C-
<br />FD
<br />'
<br />FD 5/8" REBAR, NO TAG •R.C.E1 1 I 1 o
<br />/ (3/4 " REBAR TAGGED PLS 5859 PER (D)) / (3/4 IRON PIN TAGGED 8189 PER (D) (L) (0)) I FD 3/4 " REBAR TAGGED PLS 5859 \ p
<br />f----1 I l I I '^ c /
<br />(3/4" REBAR, NO TAG PER (K))- \ / \ / FD 3/4" IRON PIPE IN MONUMENT iWELLI (D) \ ,- 7,,
<br />L8 TAGGED LS 7126 D N •• _ o \ n �` �� Doc 0: 202„ 096893
<br />SFN. L�� �i -- O( )`0--� S89'06'56 E 533_80 (M) 533.75 (D) p �. '-
<br />- 11/29/2023 09:25:24 AM
<br />(3/4" IRON PIPE PER (D)) ti •� I / _ �O• \ �`L a�
<br />Page: 1 of 3 Fee: $101.00
<br />�;i GEDD/NGS WAY ap 00 \?�\ / 0, Steve J. Bn co my Rs
<br />^ O �� San Joaquin County Recorders
<br />Paid B
<br />o � � � � op � � OCG' � y : SHOWN ON DOCUMENT
<br />\ I U I I I I I I I ro
<br />'•'-� ..y
<br />N89'0821"W 910.04'(M o
<br />•�------- 91017 D F o�
<br />L6
<br />`�FD 3/4 �FD 3/4" IRON PIPE TAGGED LS 7126 (D)(N) SFN / �D�6 �'$ l�Ai l
<br />(3/4" IRON PIN TAGGED RE 8189 PER C D K L ii �' 0 0 IRON PIPE, NO TAG, BENT ()( )( )( ))1/,��` X29
<br />(TAGGED LS 7126 PER (N)) , P� A0
<br />°�° CITY LIMIT LINE `� \ (3 3/4 REBAR TAGGED LS 7126 1� •��` ��6 a6 �a 0 SURVEYOR'S STATEMENT:
<br />jFD
<br />(3/4 IRON PIPE PER (N)) ��G� 6 �' �`
<br />^�
<br />i� .® • ADJUSTED PARCEL 2 �F� �1�• �, �gF' THIS MAP CORREC TL Y REPRESEN IS A SUR VEY MADE B Y ME OR UNDER M Y
<br />D.N. 2022-031356, s. J.c.R. �, �Q DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND
<br />N o ti� 5 V ��' 0� 00.
<br />f k'� SURVEYORS' ACT AT THE REQUEST OF WHISTLER SELF STORAGE, LLC IN JUNE, 2020.
<br />U `D FD 1 1 2 ALUMINUM DISK �' A G 1 0 G/
<br />N ^ j STAMPED ' MTCO LS 8151 (B) \ I'V SFN Ri9 �5�\ ��� `�o\ 01` / DATED THIS 2 TN DAY OF C T o Q EfZ 2023.
<br />SR �+ �� �� GoNO
<br />,� � 000000000000000
<br />O NO TAG \ • �'� 25 -PM -34 J 'p �o�- 6�h Ap / y6 �' -p l "" p LAND° So 000000
<br />FD 3/4" IRON PIPE,
<br />Z (TAGGED LS 7126 PER (N)) _ ��� PARCEL 2' s �R� ��J�� �`�1 6p'k/®� �' ��v� P H YS 00 o-00000
<br />P �1 ~ / �C'o� J N. L�, KENT HYSELL, P.L.S. 6953 � ° °
<br />o 1 °�
<br />v J ° �r-. 0
<br />ADJUSTED PARCEL 1 <1 / �' 6. gg
<br />D.N. 2022-031355, S.J.C.R. • / '1J 0b`
<br />\FD 1 1/2" ALUMINUM ��l��°
<br />FD 3/4" IRON PIPE--' 25 -PM -34 '--9 DISK STAMPED�•�I;�
<br />o TAGGED LS 7126 (N) PARCEL ' 1' "MTCO LS 8151" (B)
<br />S FD 3/4" IRON O `==
<br />No,— — — — — — — — — — — — — — —
<br />CITY LIMIT LINE / / PIPE TAGGED a `G oFD 2 1/2BRASS DISK IN
<br />FD 3/4" IRON PIPE, NO TAG LS 7126 (N) \ �1 �' N"
<br />TAGGED LS 7126 PER N `� / g� MONUMENT WELL STAMPED
<br />( ())
<br />9D� �/�i �p / "C.O.S. LS 8151 2013" (B)
<br />• FD 3/4" IRON FD SPIKE, NO TAG 1 I
<br />PIPE TAGGED (3/4" IRON ROD
<br />LS 7126 (N) TAGGED R.C.E. 14269 �' PARCEL 'B'NX0\0
<br />PER (N)(0)) / R6 N� o /
<br />FD 5/8" REBAR, NO TAG ; ` ``�, �0• .\�0 /
<br />(3/4" IRON PIN, NO TAG PER (K))
<br />(3/4" IRON PIN TAGGED 11`� G1 B -PM -23 60°c�0'` g� O /
<br />R.C.E. 14269 PER (L) (N) (0)) ! ! \ �• /
<br />• ,� �O��G� / / PARCEL 'A'
<br />SFN � �� O /
<br />L 11 • / / (3/4" IRON ROD 6 �pc�
<br />TAGGED RCE 14269 N �0 /
<br />�FD 5/8" REBAR TAGGED LS 7520 /
<br />(3/4" IRON PIN PER (K)(N)) FD 5/8" REBAR, ANO TAG PER (N)(0) \ L — — — — — —
<br />(3/4" IRON PIN TAGGED / / LEGEND!
<br />R.C.E. 14269 PER (L) (N) (0)) w _ ; V /
<br />�\
<br />O
<br />LINE TABLE
<br />NO.
<br />BEARING
<br />LENGTH
<br />L1
<br />S40'3546"W
<br />316.50'(M)
<br />L2
<br />N23'1728"W
<br />44.15'(M)(Calc. B)(Calc. E)
<br />L3
<br />N23 -17'28"W
<br />8.90(M)
<br />\
<br />\
<br />/
<br />9.67'(Calc. B)(D)(Calc. E)(F)
<br />L4
<br />S41 *40'29"W
<br />209.85(M)
<br />MAPS & PLATS, S. J. C. R.
<br />-PM-
<br />210.00'(Calc. 0)
<br />L5
<br />N55'43'53"W
<br />220.44(M)
<br />v
<br />O.R.
<br />219.67'(D)(F)
<br />PROJECT BOUNDARY
<br />INSTRUMENT NUMBER, S. J. C. R.
<br />220.35'(N)
<br />L6
<br />N89 -09'35"W
<br />175.16'(M)
<br />/ —
<br />175.17'(L)(N)(0)
<br />L7
<br />NO3' 18'43"W
<br />121.76'(M)
<br />121.40'(L)(0)
<br />121.74'(N)
<br />L8
<br />S86'20' 13 "W
<br />148.90'(M)
<br />149.15'(D)(F)
<br />149.14'(L)(0)
<br />148.92'(N)
<br />L9
<br />S87'59' 19 "W
<br />138.46'(M)
<br />138.20'(D)(F)
<br />138.02'(K)
<br />138.22'(L)(0)
<br />138.63'(N)
<br />L 10
<br />1 S 12'11'1 8 E
<br />225.08'(M)
<br />225.00'(F)(L)(N)(0)
<br />225.09'(K)
<br />L l l
<br />S36'24' 10 "E
<br />40.12'(M)
<br />40.00'(F)(L)(N)(0)
<br />40.13'(K)
<br />L121
<br />N41 -39'18"E
<br />229.93'(M)
<br />229.76'(F)(N)
<br />L13
<br />N46'03'42"W
<br />169.18'(M)
<br />169.60'(F)
<br />169.84'(N)
<br />L14.
<br />N41 -4655'E
<br />164.31'(M)
<br />164.61'(F)
<br />164.52'(N)
<br />L15
<br />N48'2247"W
<br />259.78'(M)
<br />259.98'(F)(N)
<br />L 16
<br />N41 '34'36 "E
<br />153.15'(M)
<br />153.00'(F)(N)
<br />L171
<br />S48'2237"E
<br />200.09'(M)
<br />199.98'(F)(H)(1)(N)
<br />L18
<br />N41'28'50 E
<br />60.00'(M)(F)(H)(1)(N)
<br />L19
<br />N482237"W
<br />174.94'(M)
<br />174.98'(F)(H)(1)(N)
<br />L20
<br />N41 '41'30 "E
<br />165.51 '(M)(N)
<br />165.38'(F)
<br />4() Im Iq I
<br />FD 2 1/2" BRASS DISK IN MONUMENT WELL STAMPED`
<br />STATEMENT OF PURPOSE. "9N-10" C.O.S. POINT NO. 284 (A)(B)(C)(J)(N)
<br />THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE 99659. eqs/s
<br />ADJUSTED PROPERTY LINES AS DESCRIBED IN NOTICE OF LOT(
<br />4/
<br />ADJUSTMENT PA -2000209 RECORDED ON JUNE 21, 2021 FD 2" BOLT & WASHER (B)(C)(J) (4/S S'ss
<br />AS DOCUMENT NO. 2021-105335, SAN JOAQUIN COUNTY ' i 96602 6:15 F/A'cs
<br />RECORDS, TO CONFORM WITH SECTION 8762 OF THE
<br />ERVE AS A j
<br />DOC
<br />PROFESSIONAL
<br />T FOR LPRE- CONS T �CTION CT AND TO SMONUMENTPRESERVAT/ON
<br />FOR THE WHISTLER STORAGE IMPROVEMENT PROJECT.
<br />0
<br />//6
<br />FD 2 i/2" BRASS DISK IN MONUMENT WELL—�'®
<br />FD 2 1/2" BRASS DISK IN MONUMENT WELL STAMPED '4N-8" C.O.S. POINT NO. 147 (A)(C)STAMPED "C.O.S. 9N-11 Ri LS 8151 2013" (8)�
<br />O'
<br />WINDMILL PARK, 1 UNIT No. 1 U)
<br />FD 1 IRON PIN, NO TAG (K) -� - 39-M&P-5 'S 34-S-199 %
<br />/ (3/4" IRON ROD TAGGED R.C.E. 14269 PER (8)(N)) I I I'C-
<br />FD
<br />'
<br />FD 5/8" REBAR, NO TAG •R.C.E1 1 I 1 o
<br />/ (3/4 " REBAR TAGGED PLS 5859 PER (D)) / (3/4 IRON PIN TAGGED 8189 PER (D) (L) (0)) I FD 3/4 " REBAR TAGGED PLS 5859 \ p
<br />f----1 I l I I '^ c /
<br />(3/4" REBAR, NO TAG PER (K))- \ / \ / FD 3/4" IRON PIPE IN MONUMENT iWELLI (D) \ ,- 7,,
<br />L8 TAGGED LS 7126 D N •• _ o \ n �` �� Doc 0: 202„ 096893
<br />SFN. L�� �i -- O( )`0--� S89'06'56 E 533_80 (M) 533.75 (D) p �. '-
<br />- 11/29/2023 09:25:24 AM
<br />(3/4" IRON PIPE PER (D)) ti •� I / _ �O• \ �`L a�
<br />Page: 1 of 3 Fee: $101.00
<br />�;i GEDD/NGS WAY ap 00 \?�\ / 0, Steve J. Bn co my Rs
<br />^ O �� San Joaquin County Recorders
<br />Paid B
<br />o � � � � op � � OCG' � y : SHOWN ON DOCUMENT
<br />\ I U I I I I I I I ro
<br />'•'-� ..y
<br />N89'0821"W 910.04'(M o
<br />•�------- 91017 D F o�
<br />L6
<br />`�FD 3/4 �FD 3/4" IRON PIPE TAGGED LS 7126 (D)(N) SFN / �D�6 �'$ l�Ai l
<br />(3/4" IRON PIN TAGGED RE 8189 PER C D K L ii �' 0 0 IRON PIPE, NO TAG, BENT ()( )( )( ))1/,��` X29
<br />(TAGGED LS 7126 PER (N)) , P� A0
<br />°�° CITY LIMIT LINE `� \ (3 3/4 REBAR TAGGED LS 7126 1� •��` ��6 a6 �a 0 SURVEYOR'S STATEMENT:
<br />jFD
<br />(3/4 IRON PIPE PER (N)) ��G� 6 �' �`
<br />^�
<br />i� .® • ADJUSTED PARCEL 2 �F� �1�• �, �gF' THIS MAP CORREC TL Y REPRESEN IS A SUR VEY MADE B Y ME OR UNDER M Y
<br />D.N. 2022-031356, s. J.c.R. �, �Q DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND
<br />N o ti� 5 V ��' 0� 00.
<br />f k'� SURVEYORS' ACT AT THE REQUEST OF WHISTLER SELF STORAGE, LLC IN JUNE, 2020.
<br />U `D FD 1 1 2 ALUMINUM DISK �' A G 1 0 G/
<br />N ^ j STAMPED ' MTCO LS 8151 (B) \ I'V SFN Ri9 �5�\ ��� `�o\ 01` / DATED THIS 2 TN DAY OF C T o Q EfZ 2023.
<br />SR �+ �� �� GoNO
<br />,� � 000000000000000
<br />O NO TAG \ • �'� 25 -PM -34 J 'p �o�- 6�h Ap / y6 �' -p l "" p LAND° So 000000
<br />FD 3/4" IRON PIPE,
<br />Z (TAGGED LS 7126 PER (N)) _ ��� PARCEL 2' s �R� ��J�� �`�1 6p'k/®� �' ��v� P H YS 00 o-00000
<br />P �1 ~ / �C'o� J N. L�, KENT HYSELL, P.L.S. 6953 � ° °
<br />o 1 °�
<br />v J ° �r-. 0
<br />ADJUSTED PARCEL 1 <1 / �' 6. gg
<br />D.N. 2022-031355, S.J.C.R. • / '1J 0b`
<br />\FD 1 1/2" ALUMINUM ��l��°
<br />FD 3/4" IRON PIPE--' 25 -PM -34 '--9 DISK STAMPED�•�I;�
<br />o TAGGED LS 7126 (N) PARCEL ' 1' "MTCO LS 8151" (B)
<br />S FD 3/4" IRON O `==
<br />No,— — — — — — — — — — — — — — —
<br />CITY LIMIT LINE / / PIPE TAGGED a `G oFD 2 1/2BRASS DISK IN
<br />FD 3/4" IRON PIPE, NO TAG LS 7126 (N) \ �1 �' N"
<br />TAGGED LS 7126 PER N `� / g� MONUMENT WELL STAMPED
<br />( ())
<br />9D� �/�i �p / "C.O.S. LS 8151 2013" (B)
<br />• FD 3/4" IRON FD SPIKE, NO TAG 1 I
<br />PIPE TAGGED (3/4" IRON ROD
<br />LS 7126 (N) TAGGED R.C.E. 14269 �' PARCEL 'B'NX0\0
<br />PER (N)(0)) / R6 N� o /
<br />FD 5/8" REBAR, NO TAG ; ` ``�, �0• .\�0 /
<br />(3/4" IRON PIN, NO TAG PER (K))
<br />(3/4" IRON PIN TAGGED 11`� G1 B -PM -23 60°c�0'` g� O /
<br />R.C.E. 14269 PER (L) (N) (0)) ! ! \ �• /
<br />• ,� �O��G� / / PARCEL 'A'
<br />SFN � �� O /
<br />L 11 • / / (3/4" IRON ROD 6 �pc�
<br />TAGGED RCE 14269 N �0 /
<br />�FD 5/8" REBAR TAGGED LS 7520 /
<br />(3/4" IRON PIN PER (K)(N)) FD 5/8" REBAR, ANO TAG PER (N)(0) \ L — — — — — —
<br />(3/4" IRON PIN TAGGED / / LEGEND!
<br />R.C.E. 14269 PER (L) (N) (0)) w _ ; V /
<br />�\
<br />O
<br />SET J14- X 24- IRON PIPE TAGGED
<br />SFN
<br />�P
<br />C%
<br />FOUND
<br />L.S. 6953, UNLESS OTHERWISE NOTED.
<br />(3/4" IRON ROD TAGGED
<br />/
<br />SEE REFERENCES THIS SHEET
<br />(M)
<br />RCE 14269 PER (N)(0))
<br />/
<br />•
<br />FOUND MONUMENT AS NOTED.
<br />\
<br />\
<br />/
<br />Q
<br />FOUND 1/2" REBAR TAGGED PLS 5859 (D).
<br />FOUND MONUMENT IN MONUMENT WELL AS NOTED.
<br />RECORD OF SURVEY, S. J. C. R.
<br />-M&P-
<br />MAPS & PLATS, S. J. C. R.
<br />-PM-
<br />PARCEL MAP, S. J. C. R.
<br />(Ca/c.)
<br />CALCULATED FROM RECORD
<br />FOUND CITY OF STOCKTON GPS MONUMENT AS NOTED.
<br />v
<br />O.R.
<br />OFFICIAL RECORDS, S.J. C. R.
<br />PROJECT BOUNDARY
<br />INSTRUMENT NUMBER, S. J. C. R.
<br />—
<br />EXISTING CENTERLINE
<br />/ —
<br />— — — — —
<br />— EXISTING LOT LINE
<br />D. D. SHEET NO. 29B
<br />REFERENCES,
<br />(A) RECORD OF SUR VEY, BOOK 35, PA GE 5, S. J. C. R.
<br />(B) RECORD OF SURVEY, BOOK 38, PAGE 112, S. J. C. R.
<br />(C) RECORD OF SURVEY, BOOK 36, PAGE 60, S.J.C.R.
<br />(D) "WINDMILL PARK, UNIT NO. 1" MAPS & PLATS,
<br />BOOK 39, PAGE 5, S J. C. R.
<br />(E) EASEMENT DEED, D.N. 2010-052193, S J. C.R.
<br />(F) GRANT DEED, D.N. 2022- 031356, S. J. C. R.
<br />(G) EASEMENT DEED, D.N. 2010-052194, S. J. C. R.
<br />(H) EASEMENT DEED, D.N. 2022-122302, S.J. C.R.
<br />(I) EASEMENT DEED, D.N. 2022-122303, S. J.C.R.
<br />(J) RECORD OF SURVEY, BOOK 34, PAGE 199, S. J. C.R.
<br />(K) RECORD OF SURVEY, BOOK 36, PAGE 124, S J.C.R.
<br />(L) RECORD OF SURVEY, BOOK 18, PAGE 59, S. J. C. R.
<br />(N) PARCEL MAP, BOOK 25, PAGE 34, S. J. C. R.
<br />(0) PARCEL MAP, BOOK 8, PAGE 23, S.J. C.R.
<br />-
<br />- MONUMENT TIE
<br />--�-- �- —
<br />CITY LIMIT LINE
<br />FD
<br />FOUND
<br />SFN
<br />SEARCHED, FOUND NOTHING
<br />(A)
<br />SEE REFERENCES THIS SHEET
<br />(M)
<br />MEASURED
<br />(R)
<br />RADIAL BEARING
<br />S. J. C. R.
<br />SAN JOAQUIN COUNTY RECORDS
<br />S. J. C. S. R.
<br />SAN JOAQUIN COUNTY SURVEYOR'S RECORDS
<br />-S-
<br />RECORD OF SURVEY, S. J. C. R.
<br />-M&P-
<br />MAPS & PLATS, S. J. C. R.
<br />-PM-
<br />PARCEL MAP, S. J. C. R.
<br />(Ca/c.)
<br />CALCULATED FROM RECORD
<br />D.N.
<br />DOCUMENT NUMBER, S. J. C. R.
<br />O.R.
<br />OFFICIAL RECORDS, S.J. C. R.
<br />I.N.
<br />INSTRUMENT NUMBER, S. J. C. R.
<br />000,oon�OF°CA��FOoo
<br />COUNTY SURVEYOR'S STATEMENT,
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
<br />PROFESSIONAL LAND SURVEYORS' ACT THIS )Lr4 DAY OF NaVEnnB1-:R.-, 2023.
<br />JAMES E. HART, P.L.S. 8657
<br />COUNTY SURVEYOR
<br />����5
<br />ucEE
<br />J, No. 8657
<br />ZZ
<br />�a
<br />RECORDER'S S TA TEMENTS
<br />FILED THIS2 DAY OF NDVEM DER . 2023 AT q•,25 M. IN
<br />BOOK OF SURVEYS, AT PAGE AT THE REQUEST OF NORTHSTAR
<br />ENGINEERING GROUP, INC.
<br />FEES/01100
<br />STEVE J. BESTOLARIDES,DEPUTY RECORDER
<br />ASSESSOR -RECORDER- AMY M. R I VFAA
<br />COUNTY CLERK
<br />RECORD OF SURVEY
<br />OF A PORTION OF THE SOUTH HALF OF
<br />SECTION 4, TOWNSHIP 2 NORTH,
<br />RANGE 6 EAST, MOUNT DIABLO MERIDIAN,
<br />CITY OF STOCKTON & COUNTY OF SAN JOAOUIN,
<br />CALIFORNIA
<br />MA Y, 2023
<br />G)VOR THSTAR ENGINEERING GROUP, INC.
<br />620 12th Street, Modesto, CA 95354
<br />(209) 524-3525
<br />Now �a
<br />SHEET 1 OF 3
<br />
|