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FD. 3/4" IRON PIPE, NOT TAGGED, NO REFERENCE, <br />S89°59'49"W 30.00' (M) FROM SEC. COR., CALLED <br />3/4" IRON PIN PER (E)(F), S.F.N. 1/4 SEC. COR.--\ <br />SEC. 32 M.D.B. &3M. 0°01'04"(M)CALC(D) \ <br />T.2S., R.7E., <br />- <br />1189'58'45"E (M) <br />\ `` F N Eh <br />ECT (A)(B) } 2645.95'(M) 2645.40'(A)(8) 2645.85'(D) - - <br />SEC. 33 <br />S.F.N. SEC. COR.- <br />'TIE LINE) 10577.72'(M) 10579.31'(D) <br />----------- -- <br />a .OR.264-4.95'(M) 2644.40'(A)(B) 2645.85'(D)-�' <br />N89°59'49"E (M) 5290.90'(M) 5289.80'(A)(B) 5291.70'(0)N89°59'E (A)(B) / <br />SEC. 5 SEC. 4 SECTION LINE <br />T.3S., R.7E., M.D.B. & M. <br />R. 5: 20- 778 <br />_ 1 CD (D <br />Cp N <br />D <br />Z N U) <br />N <br />SECTION LINE <br />SEC. 8 <br />SCALE: 1 " = 400' <br />N89°46'00"E (M)(A)(B) <br />-1322.94'(M) 1322.80'(A)(B) ,� <br />FD. S.J.CO. BOLT AND WASHER AT <br />1/4 SEC. COR., NO REFERENCE, I rI <br />CAL -LED 2" IRON PIPE PER (A)(B), <br />0] <br />CALLED IRON PIN PER (H) Q <br />0 O <br />rD rr) <br />30' cJ <br />r� N <br />p� O <br />DOC. NO. 2015-057990 <br />M <D <br />m <br />w <br />=a <br />� <br />Q 0 <br />O�Mi����g�� i <br />D <br />/�f� <br />cr N <br />73, PG. 1-6 AND 63--64 <br />0 <br />(1) <br />Ir) <br />< <br />NI� °g4'06 <br />Q6 <br />0 <br />22-138, S.J.C.R. <br />Ln <br />oV) <br />I <br />Q <br />o <br />I`00 <br />0 <br />N <br />ixB) <br />CL) <br />4 <br />30' <br />- <br />) <br />Km <br />I <br />In <br />LJ a <br />N <br />M. & P. 10-36 <br />OCOo <br />V) D <br />2 W <br />� N <br />Q <br />M g <br />ljo <br />CD <br />m <br />i <br />U <br />N <br />r. <br />W <br />V <br />I <br />Z <br />w <br />- - - - - <br />QO <br />o <br />i <br />/ <br />N <br />0 <br />o <br />V) <br />SEC. 5 <br />N <br />SEC. 8 <br />SCALE: 1 " = 400' <br />N89°46'00"E (M)(A)(B) <br />-1322.94'(M) 1322.80'(A)(B) ,� <br />FD. S.J.CO. BOLT AND WASHER AT <br />1/4 SEC. COR., NO REFERENCE, I rI <br />CAL -LED 2" IRON PIPE PER (A)(B), <br />0] <br />CALLED IRON PIN PER (H) Q <br />0 O <br />rD rr) <br />30' cJ <br />r� N <br />p� O <br />DOC. NO. 2015-057990 <br />M <D <br />1/4 SECTION LINE <br />I <br />I <br />S89°50'22"W (M) <br />S89 -49'W (A)(B) <br />1323.77'(M) 1323.6'(A)(B) <br />1239.08'(M) <br />SET W.C. <br />84.69' FROM <br />I <br />I <br />O <br />CD I L➢ <br />co <br />� G <br />r7 I O <br />1D L) <br />N <br />N Lc) <br />CT) Lr) �t <br />�Ln <br />d <br />Q Ln <br />r- <br />c <br />� Q <br />_ U <br />W <br />r <br />V0 <br />CT <br />co U) <br />U) <br />N <br />J� Lf-) L <br />w <br />0 <br />0 <br />m <br />w <br />PROP. COR. <br />I Q <br />(SEE DETAIL "B") <br />O�Mi����g�� i <br />1/4 SECTION LINE <br />I <br />I <br />S89°50'22"W (M) <br />S89 -49'W (A)(B) <br />1323.77'(M) 1323.6'(A)(B) <br />1239.08'(M) <br />SET W.C. <br />84.69' FROM <br />I <br />I <br />O <br />CD I L➢ <br />co <br />� G <br />r7 I O <br />1D L) <br />N <br />N Lc) <br />CT) Lr) �t <br />�Ln <br />d <br />Q Ln <br />r- <br />c <br />� Q <br />_ U <br />W <br />r <br />V0 <br />CT <br />co U) <br />U) <br />N <br />J� Lf-) L <br />w <br />0 <br />0 <br />SEC. 4 <br />FD, S.J.CO. BOLT AND - QQ <br />WASHER IN MON. BOX AT <br />SEC. COR. PER (G) SEC. 34 0 SEC. 35 <br />I SEC. 34 I � <br />0°01'04"(M)CALC(D) -� <br />� C. R. -13-35 <br />5 <br />286.81'(M) 5287.6"I'(D) �u -� <br />N89'57'41 "E (M) SEC. 3 . SEC. 2 <br />SEC. 3 SECTION LINE W <br />Q <br />RECORD OF SURVEY <br />BEING A PORTION OF <br />SECTIONS 4 AND 9, T.3S., R.7E., M.D.B. do M. <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />MARCH 2016 <br />SHEET 1 OF 1 <br />QUAR-Tl"AROU & ASSOCIATES <br />LAND SURVEYING - LAND PLANNING <br />MANIECA. CA <br />Q"' SECTION LINE S70°33,18"E (M)(1) SURVEYOR'S STATEMENT <br />0 S88°47'44"E (M)(I)- 27.81'(M)(1) <br />22.56'(M)(1) - THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER M`( <br />S89°46'20"E (M)(1) -S47°18'50"E (M)(1) DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL <br />473.'18'(M)(1) 17.88'(M)(I) LAND SURVEYORS' ACT AT THE REQUEST OF JOHN VAN TILL, IN MARCH, 2016. <br />QVW \26'39"E (M)(1)443.18(M) 00(M)(Q N89° <br />84.04'(M)(1) 490.26'(M)(1) DATED THIS DAY OF i(ef1I <br />_ 2016. <br />SET W.C. N15°00'50"W (M <br />,�A.�NtaL�AN30.00' <br />~<. <br />FROM <br />PROP. COR. �- <br />EAST (M47.60'(M)(i) <br />Z %286.36'(M))((I)I) <br />Q �MICHAGEL iL. Q�cU <br />ARTAROLI, L.S. ti4450� g4- <br />S001500E (M)(1) ���.4rae\ L �U faPa✓�G� <br />Nmaaa <,y1'• <br />N 68.35'(M)(1) <br />Ln <br />DETAIL "B" <br />CF CA <br />NOT TO SCALE <br />RRIN ROAD <br />a � <br />O <br />c>' Q <br />RN ROAD SITE <br />�G U <br />w O <br />� w � <br />Coe 6:: 2036-052107 <br />05/06/2010 09:15:30 AN <br />Faye. S of 1 Fee: $9 00 <br />Stev_ J. Qestolar ides <br />San .loaquin County Recorders <br />Paid By: SHOWN ON jD�OCUi"TE�LNT <br />ve°P m <br />R S: 14-124 <br />0 <br />VICINITY MAP N <br />1/4 SECTION LINE NO SCALE <br />o ( ) (TIE LINE) <br />SEC. 4 S89°54'4.3"W (M)(1) cv S89°53'W (A)(B) �� �\ S89°48'45"E (M) <br />2647.64'(M) 2647.50'(A) 0 2636.42'(D) f 1 379.72'(M) <br />1323.94'(M) 13 2 3. 8'(A) (B) -,n 1323.70'(M)(A) <br />- - _ - - - 1073.60'(M) 1073 70'(A-� <br />SEC. 9 ,ECTION LINE <br />FD. 2" IRON PIPE PER (A)(B), / FD. 3/4" IRON <br />S.F.N. SET SPIKE AND WASHER SET BRASS DISC STAMPED / PIN PER (D) <br />M> <br />SET W.C. - (6 <br />87 00' FROM N <br />0 <br />N <br />m <br />-� <br />u)lQ <br />mew <br />< o <br />Co ) <br />N <br />In <br />CJ _ U <br />u� <br />0 <br />0 <br />d In <br />61 Lr) <br />PROP. COR. N FD. 3/4" IRON - <br />PIN PER (D) <br />S89°54'43"W (M) S89 -53'W (A)(B) (TIE LINE) <br />2647.64'(M) 2647.50'(A) 2636.42'(D) S89 8'215"E (M) <br />1323.70'(M)(A) 379.72'(M) <br />STAMPED L.S. 4450 AT SEC. COR. L.S. 4450 ON TOP OF PIPE �7 -� 1073.60'(M) - 163.10'(M) <br />DOC. NO, 2015-057991 <br />700.54 ACRES <br />FD. 2" IRON PIPE-- <br />0 PER (A)(B)(C), PIPE <br />m CD T00 DEEP TO TAG <br />\� SECTION LINE <br />CIA <br />Ll o W del <br />E. <br />� Ab( 01 o „� lM> <br />\ N N6y 01 <br />N57°35'06"E (M) <br />N57 -35'E (A)(B)(C) <br />35.40'(M)(A)(B) <br />DIVISION AVENUE <br />(D.D. SHEET NO. 37) <br />2�b2p� <br />S70 --27'54"E (M) <br />S76 -28'E (A)(B)(C°28'E (A)(B)(C) <br />1 66.00'(M)(A)(B)(C) <br />SECTION LINE 1073.70'(A) <br />S00°16'54"E (M) <br />-N72°44'06"E (M) S00°17'E (A)(B) <br />N72 -44'E (A)(B)(C) 326.50'(M)(A)(B) <br />463.60'(M)(A)(B)(C) SET W.C. <br />N81°29'06"E (M) N81 -29'E (A)(B)(C) 16.68' FROM <br />234.50'(1M)(A)(B)(C) PROP. COR. <br />REFERENCES O.R. 2968-231 <br />(A) M. & P. 10-61, S.J.C.R. <br />(B) M. & P. 10-36, S.J.C.R. <br />l� <br />(C) M. & P. 10-101, S.J.C.R. ^ 1 <br />(D) R.S. 14-124, S.J.C.R. <br />(E) P.M. 10-114, S.J.C.R. �- <br />M. & P. 10-101 (G) <br />w <br />PROP. COR. <br />L0 <br />(SEE DETAIL "B") <br />O�Mi����g�� i <br />D <br />F.B. <br />73, PG. 1-6 AND 63--64 <br />0 <br />(1) <br />Ir) <br />< <br />NI� °g4'06 <br />Q <br />o <br />0 <br />22-138, S.J.C.R. <br />oV) <br />N89°26'39"E (M)(I)- <br />N <br />I`00 <br />N <br />490.26'(,M)(1) <br />4 <br />M. & P. 10-36 <br />2 W <br />ljo <br />Lo M) <br />i <br />r. <br />- - - - - <br />s <br />N 0 <br />`'EE DETAI! "A" <br />N <br />SEC. 4 <br />FD, S.J.CO. BOLT AND - QQ <br />WASHER IN MON. BOX AT <br />SEC. COR. PER (G) SEC. 34 0 SEC. 35 <br />I SEC. 34 I � <br />0°01'04"(M)CALC(D) -� <br />� C. R. -13-35 <br />5 <br />286.81'(M) 5287.6"I'(D) �u -� <br />N89'57'41 "E (M) SEC. 3 . SEC. 2 <br />SEC. 3 SECTION LINE W <br />Q <br />RECORD OF SURVEY <br />BEING A PORTION OF <br />SECTIONS 4 AND 9, T.3S., R.7E., M.D.B. do M. <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />MARCH 2016 <br />SHEET 1 OF 1 <br />QUAR-Tl"AROU & ASSOCIATES <br />LAND SURVEYING - LAND PLANNING <br />MANIECA. CA <br />Q"' SECTION LINE S70°33,18"E (M)(1) SURVEYOR'S STATEMENT <br />0 S88°47'44"E (M)(I)- 27.81'(M)(1) <br />22.56'(M)(1) - THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER M`( <br />S89°46'20"E (M)(1) -S47°18'50"E (M)(1) DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL <br />473.'18'(M)(1) 17.88'(M)(I) LAND SURVEYORS' ACT AT THE REQUEST OF JOHN VAN TILL, IN MARCH, 2016. <br />QVW \26'39"E (M)(1)443.18(M) 00(M)(Q N89° <br />84.04'(M)(1) 490.26'(M)(1) DATED THIS DAY OF i(ef1I <br />_ 2016. <br />SET W.C. N15°00'50"W (M <br />,�A.�NtaL�AN30.00' <br />~<. <br />FROM <br />PROP. COR. �- <br />EAST (M47.60'(M)(i) <br />Z %286.36'(M))((I)I) <br />Q �MICHAGEL iL. Q�cU <br />ARTAROLI, L.S. ti4450� g4- <br />S001500E (M)(1) ���.4rae\ L �U faPa✓�G� <br />Nmaaa <,y1'• <br />N 68.35'(M)(1) <br />Ln <br />DETAIL "B" <br />CF CA <br />NOT TO SCALE <br />RRIN ROAD <br />a � <br />O <br />c>' Q <br />RN ROAD SITE <br />�G U <br />w O <br />� w � <br />Coe 6:: 2036-052107 <br />05/06/2010 09:15:30 AN <br />Faye. S of 1 Fee: $9 00 <br />Stev_ J. Qestolar ides <br />San .loaquin County Recorders <br />Paid By: SHOWN ON jD�OCUi"TE�LNT <br />ve°P m <br />R S: 14-124 <br />0 <br />VICINITY MAP N <br />1/4 SECTION LINE NO SCALE <br />o ( ) (TIE LINE) <br />SEC. 4 S89°54'4.3"W (M)(1) cv S89°53'W (A)(B) �� �\ S89°48'45"E (M) <br />2647.64'(M) 2647.50'(A) 0 2636.42'(D) f 1 379.72'(M) <br />1323.94'(M) 13 2 3. 8'(A) (B) -,n 1323.70'(M)(A) <br />- - _ - - - 1073.60'(M) 1073 70'(A-� <br />SEC. 9 ,ECTION LINE <br />FD. 2" IRON PIPE PER (A)(B), / FD. 3/4" IRON <br />S.F.N. SET SPIKE AND WASHER SET BRASS DISC STAMPED / PIN PER (D) <br />M> <br />SET W.C. - (6 <br />87 00' FROM N <br />0 <br />N <br />m <br />-� <br />u)lQ <br />mew <br />< o <br />Co ) <br />N <br />In <br />CJ _ U <br />u� <br />0 <br />0 <br />d In <br />61 Lr) <br />PROP. COR. N FD. 3/4" IRON - <br />PIN PER (D) <br />S89°54'43"W (M) S89 -53'W (A)(B) (TIE LINE) <br />2647.64'(M) 2647.50'(A) 2636.42'(D) S89 8'215"E (M) <br />1323.70'(M)(A) 379.72'(M) <br />STAMPED L.S. 4450 AT SEC. COR. L.S. 4450 ON TOP OF PIPE �7 -� 1073.60'(M) - 163.10'(M) <br />DOC. NO, 2015-057991 <br />700.54 ACRES <br />FD. 2" IRON PIPE-- <br />0 PER (A)(B)(C), PIPE <br />m CD T00 DEEP TO TAG <br />\� SECTION LINE <br />CIA <br />Ll o W del <br />E. <br />� Ab( 01 o „� lM> <br />\ N N6y 01 <br />N57°35'06"E (M) <br />N57 -35'E (A)(B)(C) <br />35.40'(M)(A)(B) <br />DIVISION AVENUE <br />(D.D. SHEET NO. 37) <br />2�b2p� <br />S70 --27'54"E (M) <br />S76 -28'E (A)(B)(C°28'E (A)(B)(C) <br />1 66.00'(M)(A)(B)(C) <br />SECTION LINE 1073.70'(A) <br />S00°16'54"E (M) <br />-N72°44'06"E (M) S00°17'E (A)(B) <br />N72 -44'E (A)(B)(C) 326.50'(M)(A)(B) <br />463.60'(M)(A)(B)(C) SET W.C. <br />N81°29'06"E (M) N81 -29'E (A)(B)(C) 16.68' FROM <br />234.50'(1M)(A)(B)(C) PROP. COR. <br />REFERENCES O.R. 2968-231 <br />(A) M. & P. 10-61, S.J.C.R. <br />(B) M. & P. 10-36, S.J.C.R. <br />l� <br />(C) M. & P. 10-101, S.J.C.R. ^ 1 <br />(D) R.S. 14-124, S.J.C.R. <br />(E) P.M. 10-114, S.J.C.R. �- <br />M. & P. 10-101 (G) <br />C.R.-13-355, <br />S.J.C.S.R. <br />O�Mi����g�� i <br />(H) <br />F.B. <br />73, PG. 1-6 AND 63--64 <br />46 <br />(1) <br />DOC. <br />NO. 2015-057991 <br />NI� °g4'06 <br />(J) <br />R.S. <br />22-138, S.J.C.R. <br />COUNTY SURVEYOR'S STATEMENT <br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE <br />PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF <br />^-,pp. IL 2016. <br />� y}`4�yPl Latyp�G� <br />A] <br />G��/ <br />WARREN <br />/11V1 +r` i ` Ix 5NiITH <br />WARREN D. SMITH, L.S. 4842 * No 4842 <br />COUNTY SURVEYOR `plk <br />�Fo <br />LEGEND <br />0- INDICATES FOUND MONUMENT AS NOTED <br />---¢-- INDICATES SET 3/4" X 30" IRON PIPE -FAGGED L.S. 4450 <br />FD. INDICATES FOUND ON THIS SURVEY <br />S.F.N. INDICATES SEARCHED, FOUND NOTHING <br />(M) INDICATES MEASURED THIS SURVEY <br />0. R. INDICATES OFFICIAL RECORDS, BOOK AND PAGE, S.J.C.R. <br />R.S. INDICATES RECORD OF SURVEY, BOOK AND PAGE, S.J.C.R. <br />M. & P. INDICATES MAPS AND PLATS, VOLUME AND PAGE, S.J.C.R. <br />P.M. INDICATES PARCEL MAP, BOOK AND PAGE, S.J.C.R. <br />S.J.C.S.R. INDICATES SAN JOAQUIN COUNTY SURVEYOR'S RECORDS <br />W.C. INDICATES WITNESS CORNER <br />S.J.C. R. INDICATES SAN JOAQUIN COUNTY RECORDS <br />DOC. NO. INDICATES DOCUMENT NUMBER, S.J.C.R. <br />C. R. INDICATES CORNER RECORD, S.J.C.S.R. <br />F. B. INDICATES SAN JOAQUIN COUNTY FIELD BOOK, S.J.C.S.R. <br />-250.10' (M)-�1.�146.2I(A)(B)(C) BASIS OF BEARINGS <br />�I <br />00 J THE BASIS OF BEARINGS FOR 'THIS SURVEY IS THE WEST LINE OF SECTIONS 4 <br />o / AND 9, T.3S., R.7E., M.D.B. & M., SHOWN ON M. & P. 10-61, S.J.C.R. AS <br />N � 5.00'14'00"E. <br />RECORDER'S STATEMENT <br />p� �1L G1 FILED THIS DAY OF I`''�9-d , 2016, AT A h .M. <br />IN BOOK S _ OF SURVEYS, AT PAGE AT <br />THE <br />AT <br />THE REQUEST OF MICHAEL L. QUARTAROLL <br />FEE:_._-= <br />DETAIL $$A» BY: <br />NOT TO SCALE STEVE J_ BESTOLARIDES ^' t55ta 9T/DEPUTY RECORDER <br />ASSESSOR/RECORDER/COUNTY CLERK <br />2014-80 <br />