FN'D 5/8" REBAR IN VON WEL1
<br />WITH CAP TAGGED LS 7600
<br />-3/4" IRON PIN PER (D)
<br />POPLAR STREET
<br />—BASIS OF BEARINGS
<br />572.24'40"W 386.93'(M) J86.96'(H)
<br />PARCEL 1 PARCEL 2
<br />25' 20'
<br />1
<br />24-Ptii-75
<br />FNO 3/4" IRON PIPE,
<br />__NO (AG (B)(C)(C)
<br />291.00'(M)
<br />HND 3/4" IRON PIPE,
<br />NO 7,^C' (B)(C)(G)
<br />N72'25'18 E 56'3.70'(M) 564.00'(C")
<br />-
<br />w
<br />b EASEMENT PER WST. h'O. 87041248 OF
<br />1
<br />CHW HH 243, S J C'.S. R.
<br />OFFICIAL RECORDS, SdC'.P.
<br />39—Af&P-39, S.J.C.R.
<br />(c)
<br />ll -S-42, S.✓C.R.
<br />w
<br />CHW DD -107, S' J.C.S.R.
<br />DOC. NO. 2019-112483
<br />=r
<br />(H)
<br />ADJUSTED PARCEL 2
<br />"I
<br />y
<br />DOC. NO. 2019-112482, S.J. C.R.
<br />(✓)
<br />rn�LY
<br />e`J
<br />y
<br />4.73 ACRES
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<br />w
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<br />DOC. NO. 2019-112462
<br />-fi
<br />ADJUSTED PARCEL 1
<br />A20
<br />;.,
<br />2
<br />152,512 SQ.FL
<br />V, J
<br />3.50 ACRES
<br />e
<br />rJ
<br />1
<br />25'
<br />3
<br />yr;
<br />CHI7W000 ESTATES
<br />26-5-83
<br />- 39 -,WAP -39
<br />�
<br />4
<br />I \
<br />25 IN MON WELL
<br />FND 5/8' REBARREBA
<br />WITH CAP 7A6GED LS 78'00
<br />fND 8"' R Wl7H —
<br />b
<br />�'��
<br />? S/4" IRON PIN PER (D)
<br />CAP TAGGED IS 7600
<br />L1
<br />J/4' IRON PIN PER (D)
<br />I OO
<br />g
<br />.
<br />_r,°.iD 5/8"` REBAR IN MON WELL
<br />-
<br />lvllil CAP TAGGED L5 76IJ0
<br />J r" I4ON F"N PER (D)
<br />FNO 3/4" IRON PIPE,
<br />__NO (AG (B)(C)(C)
<br />291.00'(M)
<br />HND 3/4" IRON PIPE,
<br />NO 7,^C' (B)(C)(G)
<br />N72'25'18 E 56'3.70'(M) 564.00'(C")
<br />�,i 16-5-31
<br />FND 3/4' IRON PIPE, NO TAG
<br />ti
<br />N
<br />CO
<br />36-S-101
<br />: T /r COC. N0. 2013-030259
<br />y 8 7 6
<br />i 272.70'(M) 272.55(/)
<br />SET 5' W.L'. ON
<br />ly
<br />U,
<br />-SFN PER (C) SFN PER
<br />PARCEL EIGHT
<br />DOC. N0, 2008-150716
<br />N72'25'18'E
<br />PER
<br />SFN
<br />PER (H)
<br />SET 5' W.C. ON LWE_'1 SET 13' W.C. ON LIME_
<br />I
<br />I
<br />IND 3/4' IRON PIN
<br />AXLE PER (E)(f)(G)(H)
<br />k
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<br />s
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<br />20'1 20'
<br />10.00 FOOT WIDE STREET AND HICHWA% --�-
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<br />u,
<br />J
<br />CHW HH 243, S J C'.S. R.
<br />OFFICIAL RECORDS, SdC'.P.
<br />39—Af&P-39, S.J.C.R.
<br />(c)
<br />ll -S-42, S.✓C.R.
<br />w
<br />CHW DD -107, S' J.C.S.R.
<br />DOC. NO. 2019-112483
<br />=r
<br />(H)
<br />ADJUSTED PARCEL 2
<br />(I)
<br />DOC. NO. 2019-112482, S.J. C.R.
<br />(✓)
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<br />205,841 SQ.rT.
<br />4.73 ACRES
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<br />152,512 SQ.FL
<br />3.50 ACRES
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<br />�,i 16-5-31
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<br />: T /r COC. N0. 2013-030259
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<br />SET 5' W.L'. ON
<br />ly
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<br />-SFN PER (C) SFN PER
<br />PARCEL EIGHT
<br />DOC. N0, 2008-150716
<br />N72'25'18'E
<br />PER
<br />SFN
<br />PER (H)
<br />SET 5' W.C. ON LWE_'1 SET 13' W.C. ON LIME_
<br />I
<br />I
<br />IND 3/4' IRON PIN
<br />AXLE PER (E)(f)(G)(H)
<br />k
<br />y
<br />'a
<br />!r,
<br />/1-S'-42
<br />s
<br />`FNO J/4' IRON PIN
<br />AY,LE PER (E)(F)(H)
<br />20'1 20'
<br />10.00 FOOT WIDE STREET AND HICHWA% --�-
<br />-
<br />w
<br />b EASEMENT PER WST. h'O. 87041248 OF
<br />(C)
<br />CHW HH 243, S J C'.S. R.
<br />OFFICIAL RECORDS, SdC'.P.
<br />39—Af&P-39, S.J.C.R.
<br />(c)
<br />ll -S-42, S.✓C.R.
<br />w
<br />CHW DD -107, S' J.C.S.R.
<br />DOC. NO. 2019-112483
<br />26-5-83, S.-J.C.P.
<br />(H)
<br />ADJUSTED PARCEL 2
<br />(I)
<br />DOC. NO. 2019-112482, S.J. C.R.
<br />(✓)
<br />DOC. NO. 2019-112483, S. J C. R.
<br />205,841 SQ.rT.
<br />4.73 ACRES
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<br />W
<br />m
<br />,
<br />20
<br />SET NAIL AND NtASS TAG STAMPED-�
<br />A20
<br />LS 6953 AS 10' W.C. ON bNE
<br />\
<br />I' IRON PIPE PER (8)
<br />`
<br />FND 3/4' IRON PIPE, NO TAG' N PINNO TAG
<br />-
<br />/ IRON PIPE PER (B)FNL)3/4 FR (G)
<br />EiO
<br />' J --' '
<br />-_ LJ �A kON PIPE 49'(M) 466.9_
<br />+. 65. 40'O
<br />3T7. _
<br />_ '87
<br />- y U
<br />OU\ a 17iT1'O K C S61
<br />81'45'oO W f _� (FOkMERIy TNCEN RLA )
<br />221.'('1) JO.j 4'(g) — l t
<br />4 309,0o'(M) ' _ -gyp (71v S LL
<br />SFN PER (Y)--= O _ _ — j-' JR. E � 1
<br />a
<br />_---- SEr 5' f IEJ
<br />K:\J18-2141 Fremm, it Lot Lme AdfushneniVDWO\MappingAROS—LLAVJid—Z L}t ROS.dwj D.D. SKEET NO. J2D
<br />SCALE. 1 " = 80'
<br />(A)
<br />6—.M&P 4, S. J C R.
<br />BEARING
<br />LENGTH
<br />(C)
<br />CHW HH 243, S J C'.S. R.
<br />(D)
<br />39—Af&P-39, S.J.C.R.
<br />(c)
<br />ll -S-42, S.✓C.R.
<br />(F)
<br />CHW DD -107, S' J.C.S.R.
<br />(G)
<br />26-5-83, S.-J.C.P.
<br />(H)
<br />J6 -S-101,
<br />(I)
<br />DOC. NO. 2019-112482, S.J. C.R.
<br />(✓)
<br />DOC. NO. 2019-112483, S. J C. R.
<br />LIVE TABLE
<br />LINE
<br />BEARING
<br />LENGTH
<br />L1_
<br />N72'3_4'06'E_
<br />_22.00'(M)(D)
<br />L2
<br />7
<br />S>7.1TJT"
<br />75.00'(M)(C)(J)
<br />L.3
<br />N73'14.31'L
<br />74.05' M
<br />—�
<br />73.67 B
<br />7366'(I)
<br />L4
<br />5772430't
<br />00.00'(M�B'l__
<br />153
<br />BEING: A PORTION OF SECTION 44 OF THE
<br />C.M. WEBER GRANT
<br />CITY OF STOCKTON, SAN JOAQUIN COUNTY,
<br />CALIFORNIA
<br />MAY, 2019
<br />« RTH9TAR ENGINEERING GROUP, INC.
<br />a20 12th Street, Modesto, GA 95,354
<br />(209) 524-3525
<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
<br />LAND SURVEYORS' ACT AT THE REQUEST OF WAYNE HENRY IN MARCH, 2018.
<br />Yi`/
<br />DATED THIS �/�_-• DAY OF 20.19- 20!il .
<br />KENT HY-SFLL, P.L.S. 6953
<br />o U✓ �V A
<br />.A(°
<br />OOUNTY SURVEYOR'S STATEMENT. -
<br />THIS MAP HAS BEEN EXAPOINED IN ACCORDANCE WITH SECTION 8766 OF THE
<br />PROFESSIONAL LAND SURVEYORS' ACT THIS /P"- DAY OF
<br />LEGEN .-JAMES .E fIARr, L.S. F3657
<br />COUNTY SURVEYOR
<br />P SET 3/4" x 30" IRON PIPE TAGGED * LICENSE
<br />L.S. 6953, UNLESS OTHERWISE NOTE. J No. M57 c
<br />---QFOUND MONUMENT AS NOTED.
<br />v FOUND MONUMENT IN WELL AS NOTED.
<br />PROJECT BOUNDARY \ ~/
<br />EXISTING CENTERLINE
<br />- --- - - EXISTING LOT LINE RECORDEWS
<br />^T A • EMEE AT
<br />y � ! #q -9y f �Cl�Cf7I f f
<br />LOT LINES PFR, 6-M&P-4, S.✓.C.R, FILED TfllS 960'+DAY OFyecemicer 20 N AT 10.53 _L%. Al. IN
<br />FND FOUND
<br />SFN SEARCHED, FOUND NOTHING BOOK 3y OF SURVEYS, AT PACE i5r AT T,'lE REQUEST OF NORTHSTAR
<br />(A) SEF REFERENCES THIS SHEET ENGINEERING GROUP, INC.
<br />(M) MEASURED
<br />S. J. C. R. SAN JOAQUIN COUNTY RECORDS
<br />FEE $ ,
<br />P.U.E PUBLIC UTILITY EASEMENT
<br />-S- RECORD OF SURVEY 1,
<br />5
<br />-.M&P- IL9APS AND PLATS 'i���' 3 �'�1'''/y�•''J
<br />-PM- PARCEL MAP STEVE J. BESTOLARIDES
<br />(s) CALCULATED FROM RECORD ASSESSOR -RECORDER --COUNTY CLERK
<br />Iv. C. W✓FNE SS CORNER
<br />DOC. NO. DOCUIVENT NUkIBEi? a �y°'a`ol�
<br />ii NO. INSTRUMENT NUMBER lvjc_p"� Q` �1: 2919-149212
<br />C.R. CORNER RECORD, SJ.C.S'.R. BY. __ 1L/1�J/2019 l�:a3 89 AN
<br />A`r�lr F/DEPUTY Ti'ECO,4DER 3�� °f reg $95.00
<br />S.✓.C.S.R. SAN JOAQUIN COUNTY SURVEYOR'S Leve J i, 4olarade
<br />.n Joagvar, CRr_,n ty Y r for der,
<br />RECORDS 1S Paad BY: SHOWN UN DUCUMUNT
<br />i I Ail,
<br />STATEMENT OF PURPOSE.
<br />BASIS OF BEARINUO. TriE PURPOSE OF TPIIS SURVEY IS TO ;wcNUMENT THE ADJUSTED PARCEL LINES
<br />A COURSE OF NORTH 7224'40" EA 51 FOR THE CENTERLINE OF PURSUANT TO CITY OF STOCKTON CERTIFICATE OF LOT LIVE ADJUSTMENT
<br />POPLAR STREET As SHOWN Old THAT CFRTAIN RECORD OF RECORDED ON OCTOBER 3, 2019 AS DOCUMENT NO. 2019--112456, SAN JOAQUIN
<br />SURVEY FILED IN BOOK .36 OF SURVEYS, AT PAGE 101, SAN COUNTY RECORDS AND PERFECTED BY DOCUMENT NOS'. 201-9-112482 AND
<br />JOAQUIN COUNTY RECORDS, WAS USED AS A BASIS FOR ALL 2019-112483, SAN JOAQUIN COUNTY RECCRDS.
<br />BEAT1/NGS SHOWN ON THIS ';AP
<br />SHE. - T 1 Ur 1
<br />
|