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m <br /> LOT LINE ADJUSTMENT <br /> 40' WIDE ACCESS EASEMENT RECORD 0 SURVEY <br /> 569. 16' FD. C.O.S MONUMENT --- PER I.N. 9�i39?o9 00 4 A I <br /> 35-3 PER R.S.,28-138 � AND SECTION LINE <br /> X=6 339 408.744 � PERRY ROAD BEING A PORTION OF SECTIONS 13 AND 25, C.M. WEBER <br /> k Y=2, 150,321.967 S GRANT, CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA <br /> 40' P.U.E. PER � <br /> - N72' <br /> 1,4'39"E 569. 16' <br /> �� `' 375.67' SIEGFRIED ENGINEERING, Inc. <br /> o Z hN68-25'28"E_ - <br /> - -- <br /> o� Na O.oq' . -- 9.22' R 199 7 <br /> �, SEE DETAIL D > " 53 STOCKTON, CALIFORNIA OCTOBER, <br /> ._--- SHEET 2 OF 2 SHEETS <br /> '.N j 12 715.88' <br /> Cr N I S69.11'10W <br /> k 669.37' as <br /> � o <br /> c'- <br /> oo FUTURE SPERRY ROAD <br /> ' 8. 713 AC. m RIGHT-OF-WAY <br /> °' N SUBJECT TO STORM BASIN opLEGEND: <br /> Z <br /> EASEMENT f.N. 9-9/26965 ) r J 22.374 AC. <br /> ^� f �o\oS.J.C.R. SAN JOAQUIN COUNTY RECORDS <br /> ON <br /> cA.. Q EP '� 5� 11 -, r, �, R.S. RECORD OF SURVEY, BOOK-PAGE, S.J.C.R. <br /> sl f i9-� 50 ?' S5 39' cs o_ <br /> E <br /> QEg Ppp 11 5 P.M. PARCEL MAP, BOOK-PAGE, S.J.C.R. <br /> rko�R g2 i r 6 �0 M. & P. MAPS AND PLATS, VOLUME-PAGE, S.J.C.R. <br /> .29 5p <br /> 1�110 13.565 AC. y I.N. INSTRUMENT NUMBER, S.J.C.R. <br /> cV <br /> fn O.R. OFFICIAL RECORD, S.J.C.R. <br /> o <br /> 25' - \\ M. a P. 6 - 26 �� 4 �Z <br /> oma, 0' FD. FOUND ON THIS SURVEY <br /> C6 / o_ \\o. /� S.F.N. SEARCHED, FOUND NOTHING <br /> DETAIE i9 c�I? <br /> 2.5' 2 \\0� r P.U.E. PUBLIC UTILITY EASEMENT <br /> L <br /> �---L o <br /> N.T.S. -A p\\9 (R) RADIAL BEARING <br /> j W o o' (M) MEASURED <br /> 11.062 AC. 13.565 AC. DENOTES ADJUSTED PARCEL AREA <br /> co <br /> co \\ o�-� �'E ppate, �,, I.N. 97088312 S.F. <br /> L6 SQUARE FEET <br /> `�2 11� (A) DENOTES RECORD DATA PER RS 28-74 <br /> !`o u� AC. ACRES <br /> (B) DENOTES RECORD DATA PER M & P 6-26 <br /> 5 3 <br /> �z. 9 g2 / / <br /> R / 22 pp _ PARCELS TO BE MERGED <br /> 11 . 918 AC. j� 50 / / O.P.L. OLD PROPERTY LINE <br /> C/' <br /> s Q 11 . 073 AC. s� \\ `�� ,,� N.P.L. NEW PROPERTY LINE <br /> V, `sc9. V W 0- t3` 1-# CROWN AVENUE <br /> G _ 715.88 �- - ABANDONMENT PER I.N. 9845028 <br /> ___ , ter,, Q (SUBJECT TO STORM BASIN ��? <br /> 669.37 l,V W EASEMENT I.N. 98/2G9G5 ) \\ 5 E ?09 0' ,� go' LINE BEARING DISTANCE LINE BEARING DISTANCE <br /> W p Z \\� GGA 9g�3 11 5 1� 1 10.698 AC. N67.51'43' W 171.40' L1 S47*30'08' E 139.44' <br /> gyp, P\�. � 2� /2 y \ B S77-53-5 1"W 160.00' L2 S 1008 16E 178.30' <br /> ck II \\+ <br /> .2g'S2 Zti9 X229 N 25RUNWAY ROUND C S49'O8'5I"W 60.00' L3 N72'14'39"E 40.36' <br /> Q Z 82 �Z a� /N (NOT ON GRO ) D N79'06'09"W 150.00' L4 N72'1 4'39"E 169.57' <br /> _RE TAS _ E N32'36'09"W 140.00' L5 N4T30'08"W 213.83' <br /> J <br /> F N54'06'09"W 120.00' L6 N72'14'39"E 23.92' <br /> / p0 07 W G S72'23'S]"W 180.00' <br /> z ,52 RUNWAY ROAD ABANDONMENT I Q �� 8 5.340 C. `� 87 13'5 H S85'23'5 1 W 180.00 <br /> 4 j 29 PER 1.N. 990.50297 P 187.81 <br /> Q a �Q2 ��9 ° SEE DETAIL . E to N r s 79'23'51"E 70.00' °i <br /> J S73'48'51"W 90.90' <br /> !r �q 15 5p P��9 o S8141,34"W ►�N S69'43'51"W 740.00' <br /> 320.66' �- �` (R) 509.31' Z L <br /> S76'36' 116.30' <br /> 1 16.30' <br /> W Z -� iN79.46'09"W 415.00' ca <br /> 3 <br /> N72'14'06"E 829.97' 20' N77'41 '09"W 278.20' o <br /> a 12. 600 AC. ') � N� � °Lo P N66•Zi -W is8.�o' <br /> Ljj <br /> h, )4 'n c�i ca �' Z <br /> SCALE 1"=200' o �_ N co \ate o <br /> Z 26 24 cin <br /> S72'13'20"W 860.89' <br /> 40' 13 0 o CURVE RADIUS LENGTH CHORD CH. BEARING DELTA00 <br /> C 1 180.00' 1 17.38' 1 15.31' N28'49'l 2"W 3721'S2" <br /> J 6Z 2 C2 180.00' 130.57' 127.73' 510'38'36"W 4]'33'44" <br /> C3 220.00' 141.33' 138.9 1' N 13'01'16"E 36'48'24" o <br /> C4 180.00' 60.26' 59.98' S21'50'04"W 19'10'49" v <br /> C5 220.00' 159.59' 156. 11 ' S 10'3$'36"W 41'33'44" Q, <br /> C6 100.00' 41.40' 41. 10' N55'48'45"E 23'43'14" <br /> C7 60.00' 81.29' 75.2 1 ' N33'25'52"E 7737'35" <br /> CS 60.00' 125.66' 103.92' S47'45'21' E 120'00'00" <br /> # 97332 <br /> F.B. 660 <br /> L4 <br /> sop <br /> 6 1 <br /> i <br />