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<br />RECORDER'S INSTRUMENT NUMBER S.J.C. R.
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<br />OFFICIAL RECORDS, SJ.C.R.
<br />R.S. 25-36
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<br />(R2)
<br />R.S. 32-173
<br />FD. 3/4" IRON PIPE WITH
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<br />MEASURED DATA
<br />(R3)
<br />SJ.Co. FS. 683, PAGE 77
<br />PLUG STAMPED 7126"
<br />PER (R4), DOWN 0.5'
<br />BASIS OF BF.ARIAJGS:
<br />(R4)
<br />R.S. 37-150
<br />R.S.
<br />RECORD OF SURVEY, BOOK -PAGE; SJ.C.R.
<br />(R5)
<br />R.S. 36-183
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<br />BASIS OF BEARINGS
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<br />SAN JOAQUIN COUNTY RECORDS
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<br />SAN JOAQUIN COUNTY
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<br />DATED THIS 20th DAY OF JULY, 2020.
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<br />D.N. 2017-148459
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<br />SHOUT' LAND SURVEYING, LODI, CALIFORNIA
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<br />R.5. 32-173
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<br />1) IT IS MY OPINION THAT THE BEARING S25017'10"W AS STATED IN (D1) IS CORRECT THE TRAVERSED Q)
<br />BEARINGS AND DISTANCES PER (D1) AS CALCULATED GENERATES A CLOSED PARCEL PER (01).
<br />2) THE SEARING N25° 17'10"E PER (DI) RATHER THAN N24 ° 17'10"E PER (D2) WHEN USED TO TRAVERSE W
<br />THE BOUNDARY OF (D2) GENERATES A SIGNIFICANTLY SMALLER ERROR OF CLOSURE COURSE FOR (D2), l
<br />EVEN THOUGH THE FINAL COURSE IN (D2) IS QUALIFIED, "MORE OR LESS TO THE POINT OF BEGINNING". a
<br />3) THE MONUMENTS FOUND AND TAGGED PER (R5) ALONG THE NOTED LINE, ARE NOT CONSIDERED ORIGINAL i
<br />MONUMENTS AND ARE NOT ACCEPTED AS MARKING THE PROPERTY CORNERS AS NOTED ON THIS MAP. cC o
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<br />LP.O.B. PARCEL 42, I.N. 92068868 (D2)
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<br />MONUMENTS FOUND AND .SET
<br />___0_ SET 3/4" x 30" LONG REBAR WITH CAP STAMPED "PLS 7736"
<br />—o— FD. MON. AS DESCRIBED AND REFERENCED
<br />l N —0-- FD. 3/4" IRON PIN WITH CAP STAMPED "RCE 14269" PER (1?2)
<br />l N- FD. 1-1/2" 0. D. IRON PIPE TAGGED "LS 5230" PER (R5)
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<br />SURYFYOR'S SrM1M
<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 JOSE LUIS RANGEL RODRIQUEZ
<br />IN MARCH, 2018,
<br />DATED THIS 20th DAY OF JULY, 2020.
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<br />OF
<br />A PORIYON OF THEE. 1/4 BJP .SEC. 10,
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<br />S! JOAQUIN COMM C4UFO i'N14
<br />REEE'RF.JL'C�.•I
<br />(D 1)
<br />D.N. 2017-148459
<br />SCALE. 0=40' SHEET 1 OF 1 MARCH, 2018
<br />(D2)
<br />PARCEL 42, I.N. 92068868
<br />SHOUT' LAND SURVEYING, LODI, CALIFORNIA
<br />(R1)
<br />R.S. 25-36
<br />114 SECTION CORNER
<br />(Ind
<br />(R2)
<br />R.S. 32-173
<br />FD. 3/4" IRON PIPE WITH
<br />"LS
<br />(R3)
<br />SJ.Co. FS. 683, PAGE 77
<br />PLUG STAMPED 7126"
<br />PER (R4), DOWN 0.5'
<br />BASIS OF BF.ARIAJGS:
<br />(R4)
<br />R.S. 37-150
<br />THE EAST LINE OF OF S.E. 1/4 OF SECTION 10, T. 2 S., R. 6 F, M.D.M.,
<br />(R5)
<br />R.S. 36-183
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<br />WHICH BEARS "NORTH" PER (1?I)(R2).
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<br />SEE SURVEYOR'S NOTES
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<br />on0� A60UT THIS LINE
<br />PARCEL 42, I.N. 92008,68
<br />O R.S. 36 - 183
<br />30' 30'
<br />4�
<br />SUffiffV7'S ,y0i a
<br />1) IT IS MY OPINION THAT THE BEARING S25017'10"W AS STATED IN (D1) IS CORRECT THE TRAVERSED Q)
<br />BEARINGS AND DISTANCES PER (D1) AS CALCULATED GENERATES A CLOSED PARCEL PER (01).
<br />2) THE SEARING N25° 17'10"E PER (DI) RATHER THAN N24 ° 17'10"E PER (D2) WHEN USED TO TRAVERSE W
<br />THE BOUNDARY OF (D2) GENERATES A SIGNIFICANTLY SMALLER ERROR OF CLOSURE COURSE FOR (D2), l
<br />EVEN THOUGH THE FINAL COURSE IN (D2) IS QUALIFIED, "MORE OR LESS TO THE POINT OF BEGINNING". a
<br />3) THE MONUMENTS FOUND AND TAGGED PER (R5) ALONG THE NOTED LINE, ARE NOT CONSIDERED ORIGINAL i
<br />MONUMENTS AND ARE NOT ACCEPTED AS MARKING THE PROPERTY CORNERS AS NOTED ON THIS MAP. cC o
<br />` ti6�0 � Ps
<br />LP.O.B. PARCEL 42, I.N. 92068868 (D2)
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<br />---__ � 389.07(M)(ol)(RI)(R2)(R5)
<br />MONUMENTS FOUND AND .SET
<br />___0_ SET 3/4" x 30" LONG REBAR WITH CAP STAMPED "PLS 7736"
<br />—o— FD. MON. AS DESCRIBED AND REFERENCED
<br />l N —0-- FD. 3/4" IRON PIN WITH CAP STAMPED "RCE 14269" PER (1?2)
<br />l N- FD. 1-1/2" 0. D. IRON PIPE TAGGED "LS 5230" PER (R5)
<br />N
<br />SURYFYOR'S SrM1M
<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 JOSE LUIS RANGEL RODRIQUEZ
<br />IN MARCH, 2018,
<br />OF
<br />COUNTY SURVEYOR'S STATFMFNT.-
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
<br />OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS 20 DAY OF
<br />R, A U5ut 2020.
<br />of MA,mES E HART; PLS 8657 c,�� �� E 7%.4 SGS
<br />COUNTY SURVEYOR
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<br />RE•CORUE'R'S .STATEMENT;
<br />l FILED THIS JY'' DAY OF ! VE S -2020, AT 11:1I5A .M.
<br />awl /IV BOOK OF SURVEYS, AT PAGE M AT THE REQUEST OF
<br />WALTER JOHN SHOUP.
<br />o , FEE' $ '� W
<br />mIpit�o �f�b�Ty�(�YD_ BY:
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<br />o N m STEVE J. BESTOLARIDES
<br />kl` ASSESSOR -RECORDER -COUNTY CLERK 1,456T1TrrT/DEPUTY RECORDER
<br />s
<br />a�
<br />Doc 9: 2020-110606
<br />08/31/2020 11:46:29 AM
<br />Page: 1 of 1 Fee: $35.041
<br />Steve J. Be tolarides
<br />San .ToagWn County Recorders
<br />Paid Oy: SHOIJN ON DOCUMENT
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<br />07,
<br />181
<br />DATED THIS 20th DAY OF JULY, 2020.
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<br />WALTER JOHN SHOUP, PLS 7736
<br />al:
<br />(Ind
<br />OF
<br />COUNTY SURVEYOR'S STATFMFNT.-
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
<br />OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS 20 DAY OF
<br />R, A U5ut 2020.
<br />of MA,mES E HART; PLS 8657 c,�� �� E 7%.4 SGS
<br />COUNTY SURVEYOR
<br />nM ° LI6ENSL
<br />n r. No. 8657
<br />t1
<br />? T
<br />X41
<br />tiq N
<br />W�
<br />RE•CORUE'R'S .STATEMENT;
<br />l FILED THIS JY'' DAY OF ! VE S -2020, AT 11:1I5A .M.
<br />awl /IV BOOK OF SURVEYS, AT PAGE M AT THE REQUEST OF
<br />WALTER JOHN SHOUP.
<br />o , FEE' $ '� W
<br />mIpit�o �f�b�Ty�(�YD_ BY:
<br />Q5
<br />o N m STEVE J. BESTOLARIDES
<br />kl` ASSESSOR -RECORDER -COUNTY CLERK 1,456T1TrrT/DEPUTY RECORDER
<br />s
<br />a�
<br />Doc 9: 2020-110606
<br />08/31/2020 11:46:29 AM
<br />Page: 1 of 1 Fee: $35.041
<br />Steve J. Be tolarides
<br />San .ToagWn County Recorders
<br />Paid Oy: SHOIJN ON DOCUMENT
<br />�t
<br />07,
<br />181
<br />
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