—N—
<br />MIA
<br />SEC77ON CORNER FD. RR SPIKE PER (Rl)(RJ) 1/4 SECTION CORNER
<br />S88°32'30"E(M)(Rl)(R2) (9.O.B.) pELTIER ROA0 20' 2626.561(M)(R1)(R2)(R3)-
<br />986.61'(M)(R1)(R3) _ 3
<br />SEC LINE
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<br />SEL" 14
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<br />SEC. COR. PER (Rl)(R2)
<br />20.01'(M)(R2)
<br />20.00'(M)(R2) —y
<br />F9. 3/4" REBAR CAPPED --may
<br />AND STAMPED "PLS 7736"
<br />PER (R2)
<br />& 23
<br />Lps & /Ali
<br />NO SCALE
<br />SEC 13
<br />-MON. PER (RI)
<br />75.98'(M)(Rl)
<br />P.M. 14-90
<br />SEC 24
<br />20' ACCESS EASEMENT GRANTED TO LITTLEHALE
<br />VINEYARDS PER I.N. 98097557, SJ.C.R.
<br />"SEE SURVEYOR'S NOTE"
<br />RJ. Gia -90
<br />1) ALL RECORDS ARE SAN JOAQUIN COUNTY RECORDS AND
<br />BOOK OR VOLUME PRECEDES PAGE
<br />2) ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br />mmalks
<br />1) THE EASEMENT RECORDED UNDER I.N. 98097557 DESCRIBES THE FAST 20'
<br />OF THE NORTH 30 ACRES OF THE EAST 60 ACRES OF THE N.W. 1/4 OF
<br />SEC. 24, T.4N. R.6E., MO.B.&!L I BELIEVE THE INTENT EYAS TO DESCRIBE
<br />THE WEST 20' AS SHOWN AND NOT THE EAST 20' AS NOTED IN THE
<br />EASEMENT DOCUMENT
<br />U.P.RR. RA LINE PER (R1)
<br />AXLE PER (RI)
<br />1/4 SEC. LINE PER (R 1)
<br />R.S. 12-191
<br />SAN O.R.J J8 C186
<br />. R. 3,184-186 _
<br />S44°16'15"E 50.12'
<br />FD. 5/8" IRON ROD PER (61)(R1),
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<br />I 1.23'(MON-MON) 0.1' E. PER (R1)(R3) w
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<br />I N
<br />20' ROAD RIN
<br />O.R. 2066-226 I
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<br />28.91 AC. NET
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<br />i LINE ESTABLISHED WITH MEAN BEARING BETWEEN N. AND S. Y`J
<br />EXTERIOR BOUNDARY LINES AND AT HALF AREA PRIOR TO
<br />ANY ROAD RIGHT-OF-WAY DEDICATION OR FASE1dENIS
<br />I FD. 5/8" RE13AR WITN CAP STAMPED W
<br />"RCE 19638' NO REF., DOWN 0.5 ; Q
<br />�I ACCEPTED MONUMENT
<br />S88°34'42"£ 965.86'
<br />FD. 5/8" REBAR, NO TAC, NO REF.,
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<br />PLACED CAP STAMPED "PLS 7736" 4
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<br />W
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<br />20' ROAD R/W
<br />D.R. 2066-226
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<br />DON AM/6 VINEYARDS• LLC ri
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<br />SHOUP LANG SURVEWNG, LO01, CA.
<br />SHEET T OF 1 SCALE 1'200' NOVEMBER, 2020
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<br />THE NORTH LINE OF THE N.W. 1/4, SEC. 24, 'T.4N, R.6E., M.D.B&M 8E4RS
<br />SOUTH 88032`.70" wr PER (Rl).
<br />AJQUL.IEaIf1+1T5 1:'(iUM ;INQ +f`T:
<br />-- FD. IRON PUN TAGGED "RCE 8189" PER (R4), UNLESS NOTED OTHERWISE
<br />ik--- FD. J14" IRON ROD TAGGED "RCE 19638" PER (R1)(R2)
<br />--,-- FD. RR SPIKE, NO TAG, PER (Rl)(RJ)
<br />--�-- FD. SJCb. BOLT & WASHER IN MON WELL PER (RI)
<br />- -o-� SET J/4" REBAR JO" LONG, WITH CAP STAMPED "PLS 17J6"
<br />L
<br />P.M.
<br />PARCEL MAP, BOOK -PAGE, S.J.C.R.
<br />R.S.
<br />RECORD OF SURVEY, BOOK -PACE, S.JCR
<br />M.&P.
<br />MAPS & PLATS, BOOK -PAGE, SJ.C.R.
<br />S.J.CR.
<br />SAN JOAQUIN COUNTY RECORDS
<br />O.R.
<br />OFFICIAL RECORDS, S.J.C.R.
<br />IN.
<br />INSTRUMENT NUMBER, S.J.CR.
<br />D.N.
<br />DOCUMENT NUMBER, Sd.C.R.
<br />(M)
<br />MEASURED DISTANCE
<br />SF.N.
<br />SEARCHED, FOUND NOTHING
<br />B.O.B.
<br />BASIS OF BEARINGS
<br />(RI) R.S.
<br />28-90,
<br />S.JCR.
<br />(R2) R.S.
<br />38-38,
<br />S.J.C.R.
<br />(R3) P.M.
<br />14-90,
<br />S J.C.R.
<br />(R4) R.S.
<br />12-191,
<br />S.J.C.R.
<br />S117V1' R'S UAILMENT•
<br />THIS MAP CORRECTLY REPRESENTS A SURVEY WDE BY ME OR UNDER MY DIRECTION
<br />IN CONFORMANCE WHH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS'
<br />ACT AT THE REQUEST OF DEAN SHIBLER IN NOVEMBER, 2020.
<br />DATED THIS 2nd DAY OF NOVEMBER, 2020.
<br />., tiv4wt_aLe
<br />WALTER JOHN SHOUP, P.L.S. 7736
<br />K
<br />WALTER JOHN
<br />No. 77M
<br />OF CAUF�
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
<br />OF THEPROFfESSIONAL LAND SURVEYORS' ACT THIS 5 �'� DAY OF
<br />F,1UVAlly 2021.
<br />JAMES E. HART, P.L.S. 8657 r�5 '�'1��
<br />COUNTY SURVEYOR ,% TA} P1'
<br />FILED THIS DAYOFy aAU_" , 2021, AT 317 J .M.
<br />a IN BOOK 4.0 OF SURVEYS AT PAGE _ �� , AT THE REQUEST OF
<br />W y WALTER JOHN SHOUP.
<br />it Lij
<br />b FD. 5/8" IRON ROO PER (R 1) 2 0 � STEVE J. BESTOLARID£S Yj_*
<br />0.10' E. & 0.25' N. PER (Rl)(R3), I U� ASSESSOR -RECORDER -COUNTY CLERK lrrYSirfAirr/DEPUTY RECORDER
<br />`\ ,1� NO TAG FOUND, DOWN 0.5'it \� Doc 4: 2021-005084
<br />F" °36'55"W 965.11'1A 01/11/2021 08:12:19 AM
<br />Page: 1 of 1 Fee: $95.00
<br />/( Stege . Besolarides
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