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CURVE TABLE (D) <br />CURVE # <br />CURVE TABLE (M) <br />-moi <br />CURVE <br />C3 <br />335.63' <br />4952' <br />3'53' <br />R.S. 20-109 <br /># <br />LENGTH <br />RADIUS <br />DELTA <br />CHORD BEARING <br />CHORD LENGTHI <br />C1 <br />82.88' <br />4952' <br />0'57'32" <br />N43'56'42"E <br />82.88' <br />C2 <br />253.28' <br />4952' <br />2'55'50" <br />N45'53'23"E <br />253.25 <br />C3 <br />336.16' <br />4952' <br />3'53'22" <br />N45'24'37"E <br />336.09' <br />CURVE TABLE (D) <br />CURVE # <br />LENGTH <br />RADIUS <br />DELTA <br />C3 <br />335.63' <br />4952' <br />3'53' <br />LINE <br />TABLE (M)(D) <br />LINE # <br />BEARING <br />LENGTH <br />L1 <br />SO'16'49"E <br />'191.16' <br />I� N s <br />m PARCEL 2 <br />o N AREA: 21.83 AC <br />It d- <br />0 <br />t � r <br />Lc) <br />N86'18'49"W 99.52'(M)(D) <br />-- 6.82'(M)(D) ----- - --_ �- <br />fS89'45'44"W 99.28'(M)(D) - <br />-- LOVELY ROAD-' <br />DETAIL "A" <br />SCALE: 1" = 20' <br />N <br />SCALE 1"=200' <br />0 200' 400' <br />N58'09'14"E 150'(M)(G) <br />NO -06'44"W 30'(M)(G} <br />248.9'(M)(0) -\ <br />EASEMENTS: <br />1. PG&E TELEPHONE LINE <br />• BOOK "A", 187 O.R. 557, S.J.C.R. (NOT PLOTTABLE) <br />2. PG&E ELECTRIC TRANSMISSION LINE <br />• BOOK "A", 187 O.R. 567, S.J.C.R. (NOT PLOTTABLE) <br />NOTE: ELECTRIC TRANSMISSION TOWERS ARE LOCATED <br />NORTH OF LOVELY ROAD. <br />2wK..' 1110. <br />GRANT LINE ROAD <br />SEC. 24 <br />EMPTY MON. BOX (F) <br />BOLT & WASHER (A)(B)(N1) <br />1" SQUARE BAR IN MON. BOX (C) <br />FD. 3/4" LPIPE (A) BEN F <br />N2'11'07' "W 1.51' FROM <br />PROP. COR. <br />S52'56'26"W 123.58'(M)(A) <br />/ <br />O'Q � <br />V <br />/\00�� <br />JI <br />I N42'38'49"W <br />61.00'(M)(A) <br />dl <br />* <br />PARCEL 2 --I- 42' <br />AREA: 21.83 AC I < <br />30' - W <br />hJ OpQA\ <br />00 Gni X00 FD. 2" LPIPE (A (B) <br />N30t 0 / <br />FROM <br />1 OR <br />iJ FROM PROP. COR. <br />LOVELY ROAD <br />- SFN <br />30' - FD. 3/4" LPIPE (A) BENT <br />N9'47'25"E 1.28' FROM <br />30PROP. COR. <br />(�- <br />�°..l I <br />Oh lU N89'43''12"E <br />0�0 706.26'(M) 706.22'(A) <br />694.26'(M) <br />- S89'45'44"W 1511.73'(M) ��h���� SFN 12.00'(M)(E) <br />PARCEL 1 <br />1 0oi� AREA: 20.18 A_�C <br />lqz\ <br />SET BRASS TAG - <br />�� / <br />Ix STAMPED STAMPED LS 7600 <br />ON YO IRON FENCE POST <br />RELINQUISHMENT OF SO'09'03"W '194.70'(M) <br />Oy ACCESS RIGHTS PER SET BRASS TAG -� <br />�O DOC. #2008-022628 STAMPED LS 7600 \ <br />ON 3"0 IRON \\\ <br />Isc),<0 f FENCE POST <br />SET BRASS <br />TAG STAMPED LS 7600 ON <br />2.5"0 IRON FENCE POST <br />O�Cb 011 I° O(1 2 S89'44'49"W 1330.78'(M) <br />\ SET 3/4" LPIN TAGGED LS 7600 <br />�N43'28'11"E 17.17'(M)(D) \dx S89'44'49"W 1.00' FROM PROP. COR. <br />10 m <br />tx r, \ \16-p "t \r�J PARCEL 2 <br />X001 z C140 �' \ \ [REA: 21.83 AC <br />SEE DETAIL "A" Lo �* <br />N86'18'49"W 99.52' o <br />r� <br />S89'45'44"W 663.9'(M)(G) S89'45'44"W 1511.73' (M) <br />LOVELY--6.82'(M)(D)- - 2361.96'(M) 2340.1'(D) _- - <br />"BASIS OF BEARINGS" S89'45'44"W 2641.07'(M) 2639.00'((3) 2641.16'(C) <br />FD. R.R. SPIKE (B) IN MON. BOX L EX. SEC. LINE <br />AT SOUTH 1/4 SEC. COR. (C) <br />589'52'26"W <br />302.98'(M) <br />S89'36'10"E: <br />19.33'(M) <br />SO'10'39"E <br />165.02'(M) <br />f/? S. rl�o <br />0 <br />0 <br />ri <br />oil <br />R==75.00' (M)(E) 42' - <br />L=117.88' (M)(E) <br />A 90'03'42" (M) 90.03' (E)� <br />CH=544'44'20"W '106.12' (M} 1 <br />SEC. 24 <br />ROAD - <br />0 <br />SEC. 2\ <br />rr <br />too <br />SI -N <br />EX. SEC. LINE <br />G <br />m .v <br />0 `f <br />(� Iq <br />o 00 o <br />m p <br />' a <br />`o U <br />00 V) <br />''> W <br />tin <br />z W <br />.00 <br />'4: O <br />0 2 <br />N (� <br />`o z <br />w Q <br />0 <br />- 30' <br />r <br />m m <br />a o <br />w w <br />m <br />d � <br />N vi <br />N N <br />F--: F� <br />SEE DETAIL "B" <br />DETAIL "B" <br />SCALE: 1" = 30' <br />MONUMENTS SET: <br />DENOTES <br />REFERENCES: <br />X 30" LONG <br />WITH CAP STAMPED LS 7600 <br />BASIS OF BEARINGS: <br />THUS UNLESS OTHERWISE <br />REF. <br />A <br />R.S. 20-109 <br />NOTES: <br />ALL RECORDS USED ARE SAN <br />JOAQUIN COUNTY <br />RECORDS, UNLESS OTHERWISE <br />REF. <br />B <br />R.S. 7-174 <br />CORNER <br />0 <br />THE BEARING SOUTH 89'45'44" WEST FOR <br />THE <br />REF. <br />C <br />P.M. 21-23 <br />(N1) THE MEASURED DISTANCE AND LOCATION <br />SOUTH LINE OF THE SOUTHEAST QUARTER <br />SECTION <br />REF. <br />D <br />DOC. #2007-123705 <br />OF FOUND MONUMENT WERE BASED <br />ON AN <br />24, T.2S., R.SE., M.D.B.&M. AS SHOWN ON <br />PARCEL <br />REF. <br />E <br />DOC. #2008-022627 <br />ALTA SURVEY BY WONG ENGINEERS, <br />INC., <br />MAP, FILED IN BOOK 21 OF PARCEL MAPS, <br />AT <br />REF. <br />F <br />C.R. 16-24 <br />WHICH WAS SURVEYED ON AUGUST <br />29, 2007 <br />PAGE 23, SAN JOAQUIN COUNTY RECORDS. <br />PARCEL MAP, BOOK & PAGE <br />REF. <br />G <br />BOOK 1448, PAGE 507, <br />S.J.C.R. <br />DENOTES <br />(D.D. SHEET N0. 54) <br />R.R. <br />DENOTES <br />RAILROAD <br />R.S. <br />DENOTES <br />RECORD OF SURVEY, BOOK & PAGE <br />rr <br />too <br />SI -N <br />EX. SEC. LINE <br />G <br />m .v <br />0 `f <br />(� Iq <br />o 00 o <br />m p <br />' a <br />`o U <br />00 V) <br />''> W <br />tin <br />z W <br />.00 <br />'4: O <br />0 2 <br />N (� <br />`o z <br />w Q <br />0 <br />- 30' <br />r <br />m m <br />a o <br />w w <br />m <br />d � <br />N vi <br />N N <br />F--: F� <br />SEE DETAIL "B" <br />DETAIL "B" <br />SCALE: 1" = 30' <br />MONUMENTS SET: <br />DENOTES <br />IRON PINS 3/4" DIAMETER <br />X 30" LONG <br />WITH CAP STAMPED LS 7600 <br />AT POINTS SHOWN <br />THUS UNLESS OTHERWISE <br />NOTED. <br />CORNER RECORD <br />LEGEND: <br />DENOTES <br />ALL RECORDS USED ARE SAN <br />JOAQUIN COUNTY <br />RECORDS, UNLESS OTHERWISE <br />NOTED. <br />(M) DENOTES MEASURED DATA <br />(R) <br />DENOTES <br />RADIAL LINES <br />AC <br />DENOTES <br />ACRES <br />C.R. <br />DENOTES <br />CORNER RECORD <br />CALC. <br />DENOTES <br />CALCULATED <br />CH <br />DENOTES <br />CHORD BEARING & DISTANCE <br />COR. <br />DENOTES <br />CORNER <br />0 <br />DENOTES <br />DIAMETER <br />4 <br />DENOTES <br />CURVE DELTA <br />DOC. <br />DENOTES <br />DOCUMENT <br />EX. <br />DENOTES <br />EXISTING <br />FD. <br />DENOTES <br />FOUND <br />L <br />DENOTES <br />IRON <br />L <br />DENOTES <br />CURVE LENGTH <br />MON. <br />DENO-FES <br />MONUMENT <br />O.R. <br />DENOTES <br />OFFICIAL RECORD <br />P.M. <br />DENOTES <br />PARCEL MAP, BOOK & PAGE <br />PROP. <br />DENOTES <br />PROPERTY <br />R <br />DENOTES <br />CURVE RADIUS <br />R.R. <br />DENOTES <br />RAILROAD <br />R.S. <br />DENOTES <br />RECORD OF SURVEY, BOOK & PAGE <br />S.J.C.R. <br />DENOTES <br />SAN JOAQUIN COUNTY RECORDS <br />SEC. <br />DENOTES <br />SECTION <br />SFN <br />DENOTES <br />SEARCHED, FOUND NOTHING <br />DENOTES <br />FOUND MONUMENT AS STATED <br />U <br />DENOTES <br />CENTERLINE MONUMENT BOX <br />FD. R.R. SPIKE (A) IN <br />MON. BOX AT SEC. COR. (C) BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION <br />24, T.2S., R.SE., M.D.B.&M., SAN JOAQUIN COUNTY, CALIFORNIA <br />SEC, 30 FOR <br />SHIMMICK CONSTRUCTION COMPANY, INC. <br />WONG ENGINEERS, INC. <br />I I ll PLANNING ENGINEERING SURVEYING <br />?llf 4578 FEATHER RIVER DRIVE SUITE A <br />STOCKTON, CALIFORNIA <br />MARCH 2018 SHEET 2 OF 2 <br />REFER TO APPLICATION NO. PA -11-230 <br />• <br />,r <br />