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<br />PARCEL 1
<br />9 PM 153
<br />(N11'58'W 130.00')(4)
<br />(130.29,)(2
<br />N11'40'11' W 130.35'
<br />(NI 1'41'51"W)(3)
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<br />(N11 -58'W)(4)
<br />(208.00')(4)
<br />( ')(2)
<br />207.82
<br />N11 °40'11 "W
<br />rx v
<br />o - (2)(4) Ni
<br />_v FD RAILROAD J
<br />S(2)(3)PER
<br />� L1
<br />CALC PER S2)
<br />S11'39'38' E
<br />86.10'
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<br />S11 °39'38"E
<br />253.21'
<br />PER (2)
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<br />PER (2�
<br />253.13
<br />N 11 *40'11 "W
<br />_ N11'40'11 "W_ _
<br />91.10' �•�
<br />FD RIVET AND
<br />TAG "LS 7935"
<br />AT 5.0' X 5.0'
<br />OFFSET TO
<br />BLOCK CORNER
<br />PER (2)
<br />10.16'
<br />0
<br />cv of FD BASE OF
<br />1/2" IRON
<br />*PIPE PER (2)
<br />TOP OF PIPE IS
<br />SHEARED OFF
<br />DETAIL
<br />(NO SCALE)
<br />GRAPHIC SCALE
<br />LINE TABLE
<br />RAILROAD
<br />LINE
<br />BEARING
<br />DISTANCE
<br />L1
<br />S11 °40'11 "E(2)
<br />20.06'(2)
<br />L2
<br />N78°23'47"E 2
<br />40.34'(2)
<br />L3
<br />_Wll °40'11 "W 2
<br />9.38'
<br />L4
<br />N73'10'56"E
<br />(N72'52'14"E)(1)
<br />1.35'(1)
<br />HELD
<br />s
<br />W
<br />Z
<br />W
<br />a
<br />Z
<br />0
<br />J
<br />W
<br />N
<br />a
<br />PARCEL 1
<br />9 PM 153
<br />(N11'58'W 130.00')(4)
<br />(130.29,)(2
<br />N11'40'11' W 130.35'
<br />(NI 1'41'51"W)(3)
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<br />(N11 -58'W)(4)
<br />(208.00')(4)
<br />( ')(2)
<br />207.82
<br />N11 °40'11 "W
<br />rx v
<br />o - (2)(4) Ni
<br />_v FD RAILROAD J
<br />S(2)(3)PER
<br />� L1
<br />CALC PER S2)
<br />S11'39'38' E
<br />86.10'
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<br />00
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<br />J
<br />S11 °39'38"E
<br />253.21'
<br />PER (2)
<br />N
<br />w
<br />w
<br />0
<br />b
<br />W O
<br />w r�
<br />V 3
<br />N
<br />OC)
<br />YZ N
<br />U W
<br />oU U
<br />m0 � N
<br />U)
<br />Q
<br />W
<br />PER (2�
<br />253.13
<br />N 11 *40'11 "W
<br />_ N11'40'11 "W_ _
<br />91.10' �•�
<br />FD RIVET AND
<br />TAG "LS 7935"
<br />AT 5.0' X 5.0'
<br />OFFSET TO
<br />BLOCK CORNER
<br />PER (2)
<br />10.16'
<br />0
<br />cv of FD BASE OF
<br />1/2" IRON
<br />*PIPE PER (2)
<br />TOP OF PIPE IS
<br />SHEARED OFF
<br />DETAIL
<br />(NO SCALE)
<br />GRAPHIC SCALE
<br />50 0 25 50 100 200
<br />RAILROAD
<br />NO TAG, PER
<br />(6)
<br />( IN FEET )
<br />1
<br />inch = 50 ft.
<br />LEGEND
<br />DOC. NO.
<br />DOCUMENT NUMBER
<br />FD
<br />FOUND
<br />R/W
<br />RIGHT-OF-WAY
<br />(C)
<br />CALCULATED
<br />M.&P.
<br />MAPS AND PLATS
<br />P.M.
<br />PARCEL MAP
<br />R. S.
<br />RECORD OF SURVEY
<br />SFN
<br />SEARCHED FOUND NOTHING
<br />(M)
<br />MEASURED. ALL DISTANCES ARE MEASURED
<br />UNLESS OTHERWISE NOTED
<br />( )
<br />INDICATES RECORD REFERENCE
<br />X
<br />FOUND CHISELED "X" AS NOTED
<br />•
<br />FOUND RAILROAD SPIKE AS NOTED
<br />•
<br />FOUND IRON PIPE OR IRON PIN AS NOTED
<br />;•�
<br />FOUND RIVET & TAG AS NOTED
<br />O
<br />SET 3/4" X 30" IRON PIPE WITH PLASTIC
<br />ODr-
<br />PLUG AND TACK "LS 7735"
<br />;o;
<br />SET STEEL TACK & WASHER STAMPED "LS 7735'
<br />rr
<br />SUBJECT BOUNDARY LINE
<br />ADJOINING LOT LINE / RIGHT-OF-WAY LINE
<br />— — — — — — SURVEY TIE LINE
<br />JOB NO. 6056-01
<br />BLOCK 290
<br />EAST OF CENTER STREET
<br />QQw /
<br />W :5
<br />Q>-n
<br />mg
<br />IpU
<br />wz
<br />UNION PACIFIC
<br />PIPE,
<br />RAILROAD
<br />NO TAG, PER
<br />(6)
<br />1
<br />o�VC) Cf)
<br />(80.8'
<br />R/W)
<br />ro
<br />�^z�_'
<br />�cOZ(nJ
<br />(FORMERLY
<br />SACRAMENTO
<br />STREET)
<br />z � F- 0 �
<br />CALC PER (2)
<br />S11'39'38' E
<br />60.60'
<br />—N 11 *40'11 "W
<br />60.60'
<br />0
<br />0
<br />00
<br />w
<br />N
<br />00
<br />rlz
<br />(302.85;)(2)
<br />S11'39'38"E 302.62
<br />OG��o�OPO /
<br />�O
<br />CD /
<br />ow0cnO
<br />:O
<br />S11'39'38"E 93.29' I
<br />(S12°00'E)(1)
<br />HELD DISTANCE
<br />PER (1)
<br />-S35'35'27"E 34.01'
<br />(S35°54'09"E 33.85')(1)
<br />LLJ
<br />LIU 3.
<br />Aj
<br />�.
<br />�<o� /O�� LANDS OF SINGH
<br />moo,./OT DOC. NO. 2017-050028
<br />^`V 1.70 ACRES±
<br />/
<br />/
<br />D DISTANCE PER (1)
<br />1
<br />1'40'11 "W 93.50'
<br />N11'40'11"W 302.88'(302.98')(2)
<br />-BASIS OF BEARINGS-
<br />(N12'09'53"W)(6) /
<br />STREET /-
<br />R / W )
<br />N11'40'11"W 302.94
<br />FD 3/4" IRON PIPE BLOCK 431/
<br />WITH MAG NAIL, NO TAG SOUTH OF MORMON CHANNEL
<br />PER (2)(6) PLAN OF STOCKTON /
<br />M.&P. 2-36
<br />BASIS OF BEARINGS
<br />THE BEARING NORTH 11'40'11" WEST, OF THE EASTERLY RIGHT–OF–WAY LINE OF
<br />AURORA STREET, BASED ON FOUND MONUMENTATION ALONG SAID RIGHT–OF–WAY
<br />LINE, ALL AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FILED FOR RECORD ON
<br />APRIL 29, 2013 IN BOOK 38 OF SURVEYS, AT PAGE 11, SAN JOAQUIN COUNTY
<br />RECORDS, WAS TAKEN AS THE BASIS OF ALL BEARINGS SHOWN ON THIS MAP.
<br />NOTES:
<br />1. THIS SURVEY IS BEING FILED IN ACCORDANCE WITH SECTION 8762 (B) OF
<br />THE PROFESSIONAL LAND SURVEYORS' ACT.
<br />2. ALL DISTANCES AND DIMENSIONS HEREON ARE IN FEET AND DECIMALS THEREOF.
<br />3. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR
<br />VOLUME PRECEDES PAGE.
<br />RECORD REFERENCES
<br />(1) DOC. NO. 2017-050028
<br />(2) RECORD OF SURVEY, 38 SURVEYS 11
<br />(3) RECORD OF SURVEY, 34 SURVEYS 24
<br />(4) PARCEL MAP, 9 PM 153
<br />(5) RECORD OF SURVEY, 31 SURVEYS 147
<br />(6) RECORD OF SURVEY, 36 SURVEYS 52
<br />D.D. SHEET NO. 31D
<br />LD
<br />Z�7�Z N WLLJ
<br />Ix ( W
<br />/ Q w0 ^
<br />�/ O F
<br />(:4 JU OWN �� N n
<br />`�� �c 30� t
<br />NW
<br />Li
<br />C�/�h O Z 00
<br />00 j O U
<br />IVU=N� F--
<br />NONp J
<br />m
<br />CCo co 0 1`1o� w
<br />o
<br />4_Z_ v) cn �cn cn Cn
<br />co w
<br />O )0 � �v
<br />60.67'(5)
<br />20.00'60.60'
<br />N11'40'11 "W
<br />T-
<br />0-141 -*----
<br />PER (2)�* 12.07'(2)
<br />o /00
<br />0o I >0 00 (t.
<br />S aoo
<br />ol
<br />0 I/ w
<br />n^ N /
<br />/ 1 z
<br />00
<br />N6n FD 3/4"
<br />/ �0 �l IRON PIPE
<br />WITH PLUG
<br />o ILLEGIBLE
<br />00 PER (2)(6)
<br />N
<br />U
<br />I
<br />FD N 3/4" IROU
<br />V)m
<br />BLOCK 43
<br />SOUTH OF MORMON CHANNEL
<br />�o
<br />5 (p
<br />SURVEYOR'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 LAND
<br />SURVEYORS' ACT AT THE REQUEST OF RANJIT SINGH IN JULY, 2020.
<br />ONPt L AND
<br />ER/C &p
<br />c �o so _
<br />01
<br />TROY J. ERI K ON, P' #7735 o
<br />LICENSE EXPIRES: 12-31-2021 n-
<br />NO. 7735
<br />lF OF Cm_0
<br />COUNTY SURVEYOR'S STATEMENT:
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
<br />OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS __---- DAY OF
<br />----- U ------------ 2021.
<br />JAMES E. HART, L.S. 8657
<br />COUNTY SURVEYOR
<br />6 �,� �,p
<br />CL LICENSE
<br />NG. 8057
<br />or
<br />RECORDER'S STATEMENT: 9*2—q FILED THIS DAY OF 2021 AT.4M.
<br />IN BOOK O OF SURVEYS, AT PAGE
<br />AT THE REQUEST OF TROY J. ERICKSON OF MUIR CONSULTING, INC.
<br />FEE: �� O
<br />STEVE J. BESTOLARIDES
<br />ASSESSOR—RECORDER—COUNTY CLERK
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />B Y:UVA A ` n/�
<br />/DEPUTY RECORDER
<br />Doc p: 2021-120199
<br />07/19/2021 08:29:13 AM
<br />Page: 1 of 1 Fee: $95.00
<br />Steve J. Bestolarides
<br />San Joaquin County Recorde=rs
<br />Paid By: SHOWN ON DOCUMENT
<br />\\ _ I\ • m w m
<br />OF THE LANDS OF RANJIT SINGH, AS SAID LANDS ARE DESCRIBED IN THAT
<br />CERTAIN INTERSPOUSAL TRANSFER DEED RECORDED ON MAY 3, 2017 AS
<br />DOCUMENT NUMBER 2017-050028, IN THE OFFICE OF THE RECORDER OF SAN
<br />JOAQUIN COUNTY, BEING A PORTION OF BLOCK 289, EAST OF CENTER
<br />STREET IN SECTION 21, OF THE C.M. WEBER GRANT
<br />CITY OF STOCKTON SAN JOAQUIN COUNTY
<br />JUNE, 2021
<br />CALIFORNIA
<br />MUIR CONSULTING, INC.
<br />139 CHURCH AVENUE
<br />OAKDALE, CA 95361
<br />S T A N I S L A U S 1(209) 845-8630 FAX (209) 845-8639
<br />S T R E E T FD 3/4" IRON PIN INC.
<br />NO TAG, PER (6) SURVEYING • HD SCANNING • GPS • UAV
<br />www.muirconsulting.com
<br />SHLET 1 OF 1
<br />APN: 151-300-12 820 S. AURORA STREET
<br />PIPE,
<br />OPEN
<br />NO TAG, PER
<br />(6)
<br />1
<br />ro
<br />rnO�
<br />GRANT
<br />�2d it2
<br />STREET:
<br />CIO
<br />�n
<br />N p
<br />ODr-
<br />rr
<br />V)m
<br />BLOCK 43
<br />SOUTH OF MORMON CHANNEL
<br />�o
<br />5 (p
<br />SURVEYOR'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 LAND
<br />SURVEYORS' ACT AT THE REQUEST OF RANJIT SINGH IN JULY, 2020.
<br />ONPt L AND
<br />ER/C &p
<br />c �o so _
<br />01
<br />TROY J. ERI K ON, P' #7735 o
<br />LICENSE EXPIRES: 12-31-2021 n-
<br />NO. 7735
<br />lF OF Cm_0
<br />COUNTY SURVEYOR'S STATEMENT:
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
<br />OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS __---- DAY OF
<br />----- U ------------ 2021.
<br />JAMES E. HART, L.S. 8657
<br />COUNTY SURVEYOR
<br />6 �,� �,p
<br />CL LICENSE
<br />NG. 8057
<br />or
<br />RECORDER'S STATEMENT: 9*2—q FILED THIS DAY OF 2021 AT.4M.
<br />IN BOOK O OF SURVEYS, AT PAGE
<br />AT THE REQUEST OF TROY J. ERICKSON OF MUIR CONSULTING, INC.
<br />FEE: �� O
<br />STEVE J. BESTOLARIDES
<br />ASSESSOR—RECORDER—COUNTY CLERK
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />B Y:UVA A ` n/�
<br />/DEPUTY RECORDER
<br />Doc p: 2021-120199
<br />07/19/2021 08:29:13 AM
<br />Page: 1 of 1 Fee: $95.00
<br />Steve J. Bestolarides
<br />San Joaquin County Recorde=rs
<br />Paid By: SHOWN ON DOCUMENT
<br />\\ _ I\ • m w m
<br />OF THE LANDS OF RANJIT SINGH, AS SAID LANDS ARE DESCRIBED IN THAT
<br />CERTAIN INTERSPOUSAL TRANSFER DEED RECORDED ON MAY 3, 2017 AS
<br />DOCUMENT NUMBER 2017-050028, IN THE OFFICE OF THE RECORDER OF SAN
<br />JOAQUIN COUNTY, BEING A PORTION OF BLOCK 289, EAST OF CENTER
<br />STREET IN SECTION 21, OF THE C.M. WEBER GRANT
<br />CITY OF STOCKTON SAN JOAQUIN COUNTY
<br />JUNE, 2021
<br />CALIFORNIA
<br />MUIR CONSULTING, INC.
<br />139 CHURCH AVENUE
<br />OAKDALE, CA 95361
<br />S T A N I S L A U S 1(209) 845-8630 FAX (209) 845-8639
<br />S T R E E T FD 3/4" IRON PIN INC.
<br />NO TAG, PER (6) SURVEYING • HD SCANNING • GPS • UAV
<br />www.muirconsulting.com
<br />SHLET 1 OF 1
<br />APN: 151-300-12 820 S. AURORA STREET
<br />
|