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NwPH <br />IV_0" RpU P12 N+� o <br />HARRIS 7RUIf, E AL <br />.N. 9-1020008 <br />LJ ANNIE TRUST <br />I.N. 9-1020008 <br />F <br />L <br />SEE DETAIL C, P� <br />SHEET 5FOR <br />RIGHT OF WAY <br />FNO°16'05"E 5.27'(M)(R1)-, <br />N71°53'09"E 232.'16'(M)(R1)- <br />/ <br />R=550.00' L=177.31' <br />\ A=18°28'17" <br />PARCEL 4 / CH=S8°59'02"E 176.55' <br />R=515.501=166.19' <br />A='18°28'17" <br />L4 w CH=N8°59'02"W 165.47' <br />y SO`15'06"W <br />�100.16'(M)(R8) <br />n SEE DETAIL D, SHEET <br />z _ �_5 FOR PARCEL 4 AND <br />O PUMP STATION <br />z I EASEMENT <br />�PG&E EASEMENT <br />337 O.R. 64 III SEE DETAIL B, <br />NO WIDTH III THIS SHEET <br />N89°40'34"W(M) PARCEL 1 III to <br />N89°40'35"W(R1) 21.438 AC±GROSS III <br />150.24'(M)(R1) 19.042 AC;±NET I IL 1N ANNIE 7RU�T <br />I r <br />o <br />PAR. Ato a_ <br />II/MM/21 1 X11 I`, ::) <br />IIII U <br />16.5' OCCIDENTAL <br />EASEMENT 2733 O.R. 97 III <br />-- - -A 11 <br />1 I� <br />N89°44'54"W 888.99' 15' PUE DEDICATED BY DOC # <br />P,1R. 3 : S.J.C.R. <br />LLA I8-10 II m <br />D.N. 2019-09320 t <br />23' PG&E EASEMENT I DESIGNATED <br />4'128 O.R. 416 REMAINDER <br />11 I I -t <br />11 Ic6I <br />1 1 PAR. 2 <br />III 1 1�1 LLA 13-190 <br />PARCEL 2 1 1 1 u' D.N. 2019-00320-1 <br />28.035 AC± GROSS 27 PG&E EASEMENT <br />4128 O.R. 419 III `- <br />26.346 AC± NETLq <br />III <br />^I W <br />11`1 I� <br />Irl o <br />10' PUE DEDICATEDi . <br />BY THIS MAP rl 0' 50' 200' 400' <br />IIII SCALE: 1"=200' <br />I <br />SEE DETAIL E, <br />�SHEET6 <br />11 1 I <br />II�1 I <br />50' PG&E <br />EASEMENT--\ <br />4128 O.R. 419 <br />S8904803"E <br />213.28'(M) <br />211.89(R8) <br />$p PARCEL <br />ATE AIrC'NwASEE DETAIL E, SHEET 6 <br />YRO m n 6 PG\FVG RP <br />/ Q <br />I <br />34.5' 1 <br />O <br />U <br />0- <br />w <br />z <br />m <br />42.5' <br />R=108.00' L=35.24' <br />A=18°41'43" <br />CH=N9°35'58"E 35.08' <br />R=108.00' L=3.19' <br />A=1'41'40" <br />CH=N19°47'40"E 3.19' <br />52' <br />22' <br />DETAIL B <br />DETAIL 1"=20' <br />30' <br />2.00' <br />REFERENCES: <br />co _ <br />SAN JOAQUIN COUNTY <br />RECORDS (S.J.C.R.), <br />UNLESS OTHERWISE <br />NOTED. <br />a <br />o <br />(R2) R.S. 8-196 <br />r <br />' <br />N <br />�o <br />(R6) R.S. 35-133 <br />(R7) 715 O.R. 410 <br />�I <br />(R8) D.N. 2019-003207 <br />oz <br />O.R. OFFICIAL RECORDS, BOOK -PAGE <br />m <br />a U, <br />�o <br />rr <br />I <br />34.5' 1 <br />O <br />U <br />0- <br />w <br />z <br />m <br />42.5' <br />R=108.00' L=35.24' <br />A=18°41'43" <br />CH=N9°35'58"E 35.08' <br />R=108.00' L=3.19' <br />A=1'41'40" <br />CH=N19°47'40"E 3.19' <br />52' <br />22' <br />DETAIL B <br />DETAIL 1"=20' <br />30' <br />2.00' <br />REBAR 314" IN DIAMETER, 30" LONG WITH CAP ATTACHED <br />AND STAMPED "P.L.S. 8660" FOR UNPAVED AREAS, 3"x0.35" <br />STEEL NAIL. WITH 1 1/2" ALUMINUM WASHER STAMPED <br />"P.L.S. 8660" FOR ASPHALT CONCRETE AREAS OR 1.17" <br />BRASS DISK STAMPED "P.L.S. 8660" FOR CONCRETE <br />AREAS, SHOWN THUS: G <br />PAR E� P'_ 19-03 <br />PARCEL A AS DEPICTED ON THAT CERTAIN PARCEL MAF' FILED FOR RECORD MARCH 11, 1982 <br />IN VOLUME 11 OF PARCEL MAPS AT PAGE 2.1, OFFICIAL RECORDS, SAN JOAQUIN COUNTY, <br />TOGETHER WITH PARCEL 3 AS DEPICTED ON CERTIFICATE OF COMPLIANCE/NOTICE OF LOT <br />LINE ADJUSTMENT, LOT LINE ADJUSTMENT NO. LLA -18-109, RECORDED FOR RECORD <br />JANUARY 9, 2019 AS DOCUMENT NUMBER 2019-003207, OFFICIAL RECORDS, SAN JOAQUIN <br />COUNTY, STATE OF CALIFORNIA <br />LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />MARCH 2020 CONSISTING OF 6 SHEETS <br />ON <br />F <br />I3GIr SPR; 1WSIEGFRIEDREP S�i <br />Jw' <br />p; <br />3244 Brookside Road, Suite 100 Stockton, California 95219 <br />209-943-2021 www.sicyIrieden9.cam F x : 209-942-0214 <br />} <br />SHEET 4 OF 6 <br />REFERENCES: <br />ALL RECORDS USED ARE <br />SAN JOAQUIN COUNTY <br />RECORDS (S.J.C.R.), <br />UNLESS OTHERWISE <br />NOTED. <br />(R1) R.S. 36-139 <br />o <br />(R2) R.S. 8-196 <br />r <br />(R3) R.S. 27-62 <br />(R4) P.M. 11-21 <br />(P,5) P.M. 9-147 <br />(R6) R.S. 35-133 <br />(R7) 715 O.R. 410 <br />�I <br />(R8) D.N. 2019-003207 <br />LEGEND: <br />O.R. OFFICIAL RECORDS, BOOK -PAGE <br />m <br />a U, <br />R.S. RECORD OF SURVEY BOOK -PAGE <br />P.M. PARCEL MAP BOOK -PAGE <br />N <br />FD. FOUND <br />D.N. DOCUMENT NUMBER <br />e <br />RB. REBAR <br />I.P. IRON PIPE <br />I.R. IRON ROD <br />R=91.001=29.69' <br />B.D. BRASS DISK <br />A=18°41'43" <br />CL CENTERLINE <br />CH=S9°35'58"E <br />RIW RIGHT OF WAY <br />26.56'(M)(R8) <br />SFN SEARCHED, FOUND NOTHING <br />DESIGNATED <br />(M) MEASURED DATA <br />REMAINDER <br />(R#) RECORD DATA (SEE REFERENCES) <br />PAR PARCEL <br />M= MEASURED <br />CH= CHORD <br />L= LENTGH <br />R= RADIUS <br />L= CENTRAL ANGLE <br />I.N. INSTRUMENT NUMBER <br />LLA LOT LINE ADJUSTMENT <br />® MONUMIENT FOUND AS NOTED <br />EXTERIOR BOUNDARY LINE <br />PROPERTY LINE <br />------ EASEMENT LINE <br />RELINQUISHMENT OF ABUTTER'S RIGHTS <br />—o— SET 314" REBAR MONUMENT (SEE BELOW) <br />MONUMENTS SET: <br />REBAR 314" IN DIAMETER, 30" LONG WITH CAP ATTACHED <br />AND STAMPED "P.L.S. 8660" FOR UNPAVED AREAS, 3"x0.35" <br />STEEL NAIL. WITH 1 1/2" ALUMINUM WASHER STAMPED <br />"P.L.S. 8660" FOR ASPHALT CONCRETE AREAS OR 1.17" <br />BRASS DISK STAMPED "P.L.S. 8660" FOR CONCRETE <br />AREAS, SHOWN THUS: G <br />PAR E� P'_ 19-03 <br />PARCEL A AS DEPICTED ON THAT CERTAIN PARCEL MAF' FILED FOR RECORD MARCH 11, 1982 <br />IN VOLUME 11 OF PARCEL MAPS AT PAGE 2.1, OFFICIAL RECORDS, SAN JOAQUIN COUNTY, <br />TOGETHER WITH PARCEL 3 AS DEPICTED ON CERTIFICATE OF COMPLIANCE/NOTICE OF LOT <br />LINE ADJUSTMENT, LOT LINE ADJUSTMENT NO. LLA -18-109, RECORDED FOR RECORD <br />JANUARY 9, 2019 AS DOCUMENT NUMBER 2019-003207, OFFICIAL RECORDS, SAN JOAQUIN <br />COUNTY, STATE OF CALIFORNIA <br />LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />MARCH 2020 CONSISTING OF 6 SHEETS <br />ON <br />F <br />I3GIr SPR; 1WSIEGFRIEDREP S�i <br />Jw' <br />p; <br />3244 Brookside Road, Suite 100 Stockton, California 95219 <br />209-943-2021 www.sicyIrieden9.cam F x : 209-942-0214 <br />} <br />SHEET 4 OF 6 <br />