Laserfiche WebLink
-CURVE RADIUS- LENG HORD CH. BEARING DELTA LOT. LINE ADJUSTMENT <br /> C1 537.50' 279.06' 275.93' S32'37'44 E 29'44'4 EC <br /> RORD OF SURVEY <br /> C2 500.00' 128.26' 127.91' S40'09'13 E 14'41'51 SPERRY ROAD <br /> C3 500.00' 109.42' 109.20' S26032'08"E 12'32'18 <br /> C4 500.00' 21.91' 21.91' SI9'00'40 E 02'30'38 •14'39" W 4713.61'(GROUND) 4713.29'(GRID) ,,,_, �____ BEING A PORTION OF SECTION 25, C.M. WEBER GRANT, <br /> C5 462.50' 108.53' 108.28' S40'46'48 E 13.26'41 s 72 -. -.- --- �---- -- -- --•�--- - - -------- -- -- -^--- -- CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA <br /> C6 462.50' 109.68' 109.42' S27*15'50 E 1Y35'1 5 N72'1439"E 1649.50'--- N72'14'39"E 428. 18' D) <br /> C7 462.50' 21.91' 21.9 1' S 19'06'4 E 02'42'51 • l6 <br /> C8 C2+C3+C4 500.00' 259.59' 256.68' S32-37-44-E 29:444 1539.77' _ L18 SIEGFRIED ENGINEERING, Inc. <br /> C9 C5+C6+C7 462.50 240. 12 237.43 <br /> S32037'44 E 29 44 4 - .- --- -- -- -- -- -- ------•- E-!� <br /> N68'25'28"E 930.22 3 N72'14'39"E 338.18' <br /> L17 - L16 STOCKTON, CALIFORNIA JULY, 1997 <br /> C4 ^ ( SHEET 2 OF 2 SHEETS <br /> I in co i <br /> N 1 <br /> I z I <br /> I <br /> 45,501 45.5' I <br /> DETAIL "A" LINE DIRECTION DISTANCE <br /> Ll N 72'13'5 E 43.19' <br /> SCALE: 1"= 100' L2 N72'13'5 E 43. 19' <br /> LOT UNE ADJUSTMENT 97-12 -.---- ----+ LOT UNE ADJUSTMENT 97-13 FD. I"I. PIN IN MONUMENT BOX L3 N47*30'08 W 297.85' <br /> FD. 3/4" 1. PIPE TAGGED A BASIS OF BEARINGS PER (A) AT SECTION CORNER l4 N4730'08-W 319.27' <br /> X= 6 339 408.744 "R.C.E. 16341" PER SEE DETAIL I L5 17*45'0 E 340.69' <br /> » '� - � GRANT L6 N 1 T 45'21 W 30.00' <br /> Y= ,1 0.321.95 7 C.M. WEBER <br /> R.S. . 28-74 30' WIDE ROAD WIDENING AND CITY LIMIT LINE M <br /> 0 10' P.U.E. PER I.N�_99037962 ROAD 24 36 L7 S 2*14'3 E 30.00' <br /> S P ER R Y 4713.29'(GRID) L8 S 72.14'39 W 38.95' <br /> "� S 72'14'39" W 4 713.61'(GROUND) L9 N 72'14'39 E 37.54' <br /> _ N 72'f 4'39 --�9 5 �"' LID N 12"452 1 W 115.18' <br /> 1649.50' 428. 1$' D M7r7 <br /> N 72'f 439 E 77.87' 25 37 L 11 N 1 T45'21 W 260.06' <br /> N 72'14'39 EL • ' <br /> 877- ' L 12 S 1 T45'21 E 238.63' <br /> - - - _ - - - ` - - 153_9.77' _ -- - - ~ - � � � � � L13 N1T45'21 W 14.28' <br /> 930.22' II L 7 ^ n 'N68'25'28"EL 17 L16 L6 wM ^ L 14 N42'29 52 E 43.19L ,,� L 15 N42 29 52 E 43. 19L19 ` N 530.00 �� RY ROAD RIGHT-OF-WAY L23 L21"' IZ N63'�4'p9E FUTURE SPER 45.5' °o L16 S30'17'3 W 59.84^ u� 2L17 N6T27'S W 61.73' <br /> Q rn 0.P.L. 45,S I Q '0 L18 S 1 T 45'21 E 2.99' <br /> o Cn I.iJ I 7. 761 A C. a� ^ uo N z ^1 N 1-•-14.5' P.U.E. 30' WIDE ROAD WIDENING AND c� 0 t L 19 N4T30 08 W 34.55 <br /> � o r 14.5' P.U.E. v) i 10' P.U.E. PER I.N. 97069143 It ti 00 L20 S72'14'39 W 37.50' <br /> 2 ^ �_ -� rj� Z 2 22.374 AC. -'T �, N I � x �- N <br /> 0 1 'Q `'0. o ( L1J I I L24 `�' " L22 Lri L21 S1 T45'21 E 170.00' <br /> N � 00 � 4 > C� Z 1 � I o o� L22 S f 15,13'42-E 300. 11' <br /> I (,� PERFORMANCE DRIVE - ci L23 N 1 T 45 2 i W 167.09 <br /> 26 ( 24 DEDICATION PER I �, o w L24 N 19'1 7'00 W 300.11 <br /> o4 �wa W rIIJ r <br /> r�J I.N. 970 69143 ( ! ciI.N. 97063882 �S. L25 S1 7*4521-E <br /> 115. 1 <br /> 8' <br /> iN72'1 4'39"E 503.48 © <br /> V) oO � 465.98' <br /> L2012.583 A C. 28.826 AC. co F0. 3/4" I. PIPE TAGGED <br /> r J N.P.L. w o _ R.C.E. 16341 PER <br /> CJ X20 <br /> ;-A 2 Lu N 28.577 ACRES R.S. 28-74 <br /> �/ •z. �- 0 3.583 AC. N o 1 � I U <br /> ,.� I N.P.L. in 01 c6 I <br /> 0 ao <br /> � ��� � I S E Y _ROAD <br /> 2 ^ ^ 'Q w <br /> 5 <br /> L15 I ^ N72'14'39"E 1649.50' <br /> �0 23p a5`L ~ 1 Lu LL <br /> oN cl� N ^ ©� r` 1539.77' `--10' P.U.E. <br /> G� I .�9'06, Z 1 to w w . <br /> 9 ,y No 11.d62 A C. j � ��� I �, a' 00 <br /> 0) <br /> 25 <br /> SCALE: 1"=200' <br /> O.P.L. �6 9� �' y1 I ..� I L9 0 � 0, _ _ ►.� <br /> 9 �1 `� - - _ E 530.00. <br /> C4 C7 a O :� N63'04'0 " <br /> ici <br /> a! r.I .y2 . amu•: "W R • 390.1"7' D M 0° 12 �0� 6 aCi <br /> s <br /> 5 3 �9 $9'�i 72'14 39 E 427.714'(D)(M) '� Nv, N <br /> 8 �'� N.P.L. I14 i 1 w R C6 12 79.24' ''- `�,: <br /> 4 C3 N72 14 39 EZ) <br /> ERRA MA TRE' TRACT r -- <br /> 'o � <br /> �Q ( 1 R ____ 372.09' 433.00 432.93 <br /> M. 8 P. 6 26 1�10� � 40' WIDE P.U.E. ���qy LS � <br /> _ 1 I.N. 97088310 '1' C5 4, w 7 <br /> R.S. 28-74 N5 Q` C2\ ' 2.859 AC. Z <br /> N a N � N � � <br /> 9.460 AC. 2.940 AC. n in to �; rn <br /> .� •"� \ \ * rn .d. mr� co <br /> 7 �N ( 10.698 1 AC. �hh� �, �\ \��' �� "' 3.930 AC. '� "' 3.913 AC. "' N N DETAIL "8„ <br /> .51 • \ \ 4.015 AC. 3.998 AC. " <br /> RUNWAY R0 Li <br /> AD L2 SCALE: 1 = 100' 6 <br /> ...�.. _.. ---811.,33 ---------- 433.00' <br /> 429.70'-- <br /> `O <br /> �`- N72'13'57"E 1921.11' <br /> (NOT � R.S. 33--179 20.006'03"E <br /> 0 006'03~E <br /> ON GROUND <br /> LOT UNE ADJUSTMENT/ 7-12 LOT LIE ADJUSTMENT 97-13 <br /> 1 97395 <br /> F. <br />