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MAPS AND PLATS 30-007
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VOL 30 01-49
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MAPS AND PLATS 30-007
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(-FDCOS MON 2N-9 <br /> X= 11772,445.30 N 720 47' 50" E 967.60' 967.01' ( REF A) <br /> Y- 547,842. 10 <br /> R.S. 28- 119 QQ �- N72'47'50"E 295.03' N72'47'508E 228.79' -� N72'47'5 "E 443.78' <br /> �� I FD 3/4" IRON PIN 80.00' 90.00' 58.7 <br /> f I (REF. A) FD. 3/4"IRON PIN <br /> 4 o y a -0 (REF. A ) ' <br /> C! N o ti -m .0 0 <br /> L s 13 w 14- <br /> yN- 12 v"A '� 6279 SF a 5729 SF o u) R.S. 25 - 19 4 <br /> NGS` /ZGJ 7-/7d 10 424SF o N- rn / 00 ., <br /> gyp' �4 9.12' z N72°47'5Q"E x <br /> Q / 10.40 o Q <br /> �� -- Q <br /> lob 6 10'P.U.E. %.'0115 32pT:6.3 <br /> 39: S' / ��6• S 041-82 � <br /> 1 !►'(R�n, DO N72 47'50 E N Z VADA AK SO <br /> 03.58 <br /> 'N -bo n n 6157 SF , „� �� \� o ,. a WAY Sp, <br /> ,ri •yo .� 4.25 ;� a `� N72 47 50 E <br /> m N72'47'50"E 0n- P.--OQ�- N72-47'50"E 23.58' <br /> m 91 .87 N�' ��10 PUE. a <br /> MARCH LANE n <br /> m <br /> n 10 rn" -�r- 'ol 15 0 0 <br /> w o cu <br /> of 5792 SF `N �N $I ' <br /> z P v 6.55 IM o ��5415 SF 0 <br /> IT J �p SITE n •n N72'47'50"E I� �I !' <br /> u� BIANCHI z `" _ 100.08 z <br /> 0 0 I-o 25' 25' 1 78.00' <br /> o N o 9 to w 155.00 S72'47'50"W DESIGNATED <br /> ~ o Q -to O 5003 SF 0 Z N72'47'50'E 133.00'- <br /> to �U) •• - I REMAINDER cn`v <br /> � CALAVER Q , N7247'50'E 'Q - o 0 <br /> -_SAS - �• Ow _j o of I6 N FUTURE FARLEY ESTATES. UNIT 2 m <br /> RIV '-' 0 100.06 �( M a of 6376 SF � co 4.243 AC. coN <br /> 10'P.UE. o <br /> o B to I, ; N72'47'S0"E ni 2 V <br /> 4' � 5002 SF IU) N "-' o .�10'PU E122.00 <br /> 372'47'50-E �� v" of N 3 N V <br /> 17 <br /> FD COS MON 2N-10 3 o 0I 5826 SF o Q <br /> Cl)* FD 3/4" I. PIPE PER l00.D3' _ '`' � o � � <br /> X= 1,772,923.09 _ UNFILED SURVEY 0 '7 ., 3 n <br /> Y= 546,288.66 BY CHAS WIDDOWS 5001 SF/ 1160 a Z i N72'47 50 E <br /> R.S. 28-119 _� U) 100.DO IU) wl O - I iii .00 •v <br /> I cr N72'47'50"E 295.03' S72'47'50'W •n cv o o v <br /> 1 VICINITY MAP 0� Ig �' 2 <br /> NO SCALE ° 68.37' 62.00' 62.00' 62.00' 40.66'21.34' 76.66' z ltJ ti � 5275 SF <br /> ~ =`I-10'P.U.E. a z a a a a <br /> --N �g o 0) o o _ 0 0 0 i0 Z z N72'47'50 E <br /> 4/ z -+ o wq o ., o .q o ., o v <br /> 13 R.S. 28- 121 �� I v 2 v 3 v 4 v 5 6 3 m� 100.00 0 <br /> cal 5499 SF .1 m 5047SF � 5047 SF � 5047SF � 5047SF 6318CD w SF Iw Z � 19 N <br /> 0 n n n n n l vl 5528SF c . '" <br /> Q klqv- - --, - - 10' P.U.E. �f0 25 25 ���_ -IO' P.U.E. ia58.33 62.00 62.00 62.00 62.00 65.66SNIPE DATA o '" -r ��� `�a 87.00 z s72'47'So"w 19.34 <br /> N S72'47'504W 371 .99' �� S72'47'50"W <br /> LOT BEARING DISTANCE �\ �= a - 449.97' (449.94) _ 144.34' o SCAL � = 60' <br /> LO <br /> -� FARLEY S�2'47.50"W 594.31' __ 7 7 --� DRIVE 9 <br /> 1 N54 47 ' 00"W 16 . 40 v a N72-47.50"E 5p4.291 1 / N <br /> 6 6 15 N27 '47 '50"E 18 . 38' a�58.29 -62`00_ 62.00' 62.00' _62.00' 62_00' 62,00 62_00' 62_00_ <br /> 3 J <br /> 19 N62� 12 ' 10"W 18 . 38' Q oo� z ��0�' _ � � 10 PUE.•J. i � � / � <br /> O <br /> 20 N20 21 14 E 16 . 41 I�v l Q '0 _0 -o -o o "o "o "o -o '' � <br /> rnu� rnl 20 N 21 a 22 a 23 iv 24 " 25 iv 26 iv O 27 cu O 28 O cu R.S. 7- 178 S <br /> 5465SF .. 5022SF 5022SF 5022SF 5022SF .. ., 5022SF 5022SF .. ., 5022SF <br /> ti nI ^ m ^ m .n m •n m •n a) .n � .n m 5022SF •^ 0 m , <br /> c`u1 10 P.U.E. <br /> it „ l` , z z z z / z z z z z FQ I" IRON PIPE <br /> x r ` 68.25 62.00 62.00 62.00' 62.00 62.00' 62.00' 62.00' 62.00 (REF. C) <br /> 30' 30' �ti S72'47'50"W 564.25' S72'47'50"W 178.71' i <br /> NOTES FD.3/4 IRON PIPE /$ 72° 47 50 W 74 <br /> (RE2.96 742.27 (REF. C) <br /> F. C) R.S. 15-67 / <br /> 1 . BASIS OF BEARINGS: THE LINE BETWEEN CITY OF STOCKTON MONUMENTS 2N-9 AND /o. M . 6 P . DENOTES MAPS AND PLATS WITH VOL. AND PAGE NUMBER . <br /> 2N- 10 BEARS N 170 05' 48"W AS PER R.S. 28- 119. R . S . DENOTES RECORD OF SURVEY MAP WITH BOOK AND PAGE NUMBER . <br /> P . U . E . DENOTES PUBLIC UTILITY EASEMENT . <br /> 2 . MULTIPLY DISTANCES BY 0 . 9999357 TO OBTAIN GRID DISTANCES . DISTANCES SHOWN /////, DENOTES RESTRICTED ACCESS . (R) DENOTES RADIAL BEARING TRACT NO . 2262 <br /> IN PARENTHESIS ARE GRID DISTANCES . C . O . S . DENOTES CITY OF STOCKTON . <br /> 3 . THIS MAP OF FARLEY ESTATES, UNIT 1 CONTAINS 4 . 747 ACRES . //. REFERENCES: SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> 4 . LOT CORNERS SET: (REF . A) R . S . 25-194 <br /> FRONT: CHISELED CROSS ON SIDEWALK ON 6-FOOT OFFSET . (REF . B) R . S . 28-121 <br /> REAR: 3 /4 " DIAM . BY 30" LONG IRON PIN WITH 1 " PERMAMARK CAP STAMPED (REF . C) R . S . 15-67 FARLEY R . C . E . 14269 . ALL REFERENCES ARE SAN JOAQUIN COUNTY RECORDS . E UNIT 1 <br /> 5 . X- DENOTES CALIFORNIA COORDINATE SYSTEM ZONE 3 GRID COORDINATES OF /j . REFER TO APPROVED CITY OF STOCKTON TENTATIVE MAP -NUMBER TM 35-88. <br /> Y- POINTS INDICATED . <br /> 6 . 0 DENOTES SET 3/4 " DIAM . BY 30" LONG IRON PIN WITH I " PERMAMARK CURVE DATA A PORTION OF SECTION 29 OF THE C.M.WEBER GRANT. <br /> CAP STAMPED R . C . E . 14269 . CITY OF STOCKTON, COUNTY OF SAN JOAQUIN. CALIFORNIA <br /> OO DENOTES SET ABOVE PIN IN MONUMENT BOX . LOT DELTA RADIUS ARC LENGTH CHORD <br /> • DENOTES FOUND MONUMENT PER REFERENCE SHOWN . <br /> 7 . EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED TO PROVIDE PROPER 10 10 '23; 20" 90 . 00,16 . 32' 16 . 30' S22 '23' 50"E W 0 N G ENGINEERS, INC . <br /> DRAINAGE WITHOUT PONDING OR CAUSING SOIL EROSION . DRAINAGE FROM 11 36.55 42 60 . 00 38 . 67 38 .01 N 9'07 39 W <br /> EACH LOT SHALL BE CONFINED WHOLLY TO THAT LOT UNTIL IT IS DISCHARGED UPON 12 38.22 ' 41 " 60 .00' 40 . 19' 39 . 44' N28.31 ' 33"E PLANNING ENGINEERING SURVEYING <br /> AND ABUTTING STREET . 13 35.28 ' 17" 60 . 00' 37 . 15' 36 . 56' N65'27 '02"E STOCKTON CALIFORNIA <br /> 8 - 70dfi�p�/l QEit/olL'h ,(/OLl1� Lf{lle_ll lovjoa,P 11-13 110 .46 ' 40" 60 . 00' 116 .01' 98 . 76' N27 '47 '50"E MAY 1989 SHEET 2 OF 2 <br /> 14 10 .23'20" 90 . 00' 16 . 32' 16 . 30' S77 �59 ' 30"W <br /> 9 tyres ,o,Po��,�ty /� �aQ,�f.�l�r w1t�/,v rye 41a Ye,4,P Ilaa"l.41AI •�o �dreaic/U <br /> F'��Mit�✓ C4(/ el'Orll 1.,W.J ,rMa ,P�f <br /> O .. <br />
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