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<br /> 4u /
<br /> 4 /
<br /> SEE SHEET 10
<br /> Q• /gyp //
<br /> 87 86 85 84 83 82 81 80 79 ,�o//oo• /
<br /> 78
<br /> o �
<br /> �._ N23°17'17',W 457. 111 406, / gyp• cy� a�` //
<br /> 64.00' - 55.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 38. 11' "�// / 36
<br /> 0
<br /> o Lai �� o o � 0 0 0 0 / ►� �
<br /> 68 0 69 , IOW o o o 0 0 / ry /
<br /> 5,548 S.F. I 70 W 71 72 `� 73 � 74 � 75 76 in 77 �o 1 /
<br /> 5, 188 S.F. 1„ 1 �, / 0 1 /
<br /> 5,050 S.F. ''� 5,050 S.F. 5,050 S.F. 5,050 S.F. 5,050 S.F. 5,050 S.F. 7, 171 S.F. / � /
<br /> 10' P.U.E. N �O I d' N N N N N N o SEE NOTE 12 / � 37
<br /> = I ao 3 W.C. �' �o l
<br /> 68 L=18.60
<br /> Z Z Z Z Z V
<br /> --� ` , 6 � 8.57' Z 5.44 �� �
<br /> 10.20 \ 1• / ��.00 � �\�` -- -- - -- -- -- 10 P.U.E. - -- - - - -- - - -- - - - - - - N56 1445 WJ
<br /> 10.20
<br /> �� 50.00' 50.00' 50.00' 50.00' 50.0050.00' 49.97' /
<br /> N23°17'17"W ��Sp, o,�rp / ��00' N23°17'17"W 358.54' --� 38
<br /> LOT 339 20.40 �,���� 1�y i��l
<br /> OPEN SPACE FOR GZANNA COURT 55
<br /> LANDSCAPING & P.U.E. L=52.72' A o 56 - - - - - - - - - - o
<br /> 532 S.F. ,22��1') Z N23017'17"W 439.52' R=90.00' L=19.21' /
<br /> 00 op y�o25 °
<br /> 20.40' �R� �\ 00 �-- N23 17 17"W 290. 14
<br /> Z � �� R� 2.82' - 52.00' - 52.00' - - 52.00' - - 52.00' - - 52.00'-
<br /> 10.20 3,- •n8 39
<br /> Lu !�10.20' V\<\����29' 57' 10' P.U.E. 20.57' r
<br /> W 9.
<br /> sass' �L=22.74' I - 14.28'
<br /> I �
<br /> 1 1 - 3' W.C. O O O O O O ( � I 10' P.U,E.
<br /> 0 o I N I
<br /> 46 45 44 43 42 41 SEE SHEET 6
<br /> 48 "�I 12 7,072 S.F. 7,072 S.F. 7,072 S.F. 7,072 S.F. 7,072 S.F. 8,722 S.F. ( W
<br /> 49 ,�, I 7,712 S.F. ,�, ,W ,� SEE W SEE ,� SEE ,W SEE I J 40
<br /> 7,326 S.F. ,�' SEE %,� SEE SEE �„� ,,,� r�•� NOTE 13 L4 I ;� I
<br /> SEE h 1 NOTE 13 NOTE 13 d, NOTE 13 �. NOTE 13 �. NOTE 13 tl. NOTE 13 I -
<br /> 30 WIDE BERM & cV Z N N cV cV cV 1 I p 30 WIDE BERM & FOUND STEEL AXLE, NO TAG,
<br /> WALL EASEMENT NOTE 13 0 �- �- I o I WALL EASEMENT N23°17'17"W, 0.22 FROM
<br /> coo co 0 1 ( PROPERTY CORNER AS SHOWN
<br /> Z Z Z Z Z Z Z Z I
<br /> - - - - - - - -- - - - - -- - - - - -- - - - - - - - -- -- - -- -- - - - -- - - - -- - -- - - --�- Z I- - - - - - - - - - ON R.S. 35-188
<br /> 30' W.C. N30' W.C. 30' W.C. 30' W.C. 30' W.C. 30' W.C. 30' W.C. 30' W.C. I 130' W.C.
<br /> I I
<br /> 1041.92' 60.00' 60.00' 52.00' 52.00' 52.00' 52.00' 52.00' 65. 13' + 112.63'
<br /> �- N23°17'17"W 1599.68' j 6 --�
<br /> FOUND STEEL AXLE, NO CENTERLINE 15' WIDE P.G.&E. UNION PACIFIC RAZLROAD CENTERLINE 15' WIDE P.G.&E.
<br /> TAG, PER R.S. 35-188 PIPELINE EASEMENT PER PIPELINE EASEMENT PER
<br /> O.R. 305-332 0.R. 305-332
<br /> SEE SHEET 2 FOR LEGEND, NOTES AND
<br /> CALIFORNIA COORDINATE DATA
<br /> SEE SHEETS 24 AND 25 FOR LOT CURVE DATA TRACT NO. 2535
<br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> SEE SHEET 25 FOR RIGHT-OF-WAY CURVE NORTHBROOK
<br /> DATA AND CENTERLINE CURVE DATA
<br /> BEING A PORTION OF SECTION FOUR, TOWNSHIP TWO NORTH,
<br /> RANGE SIX EAST, MOUNT DIABLO BASE AND MERIDIAN,
<br /> CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> A.R. SANGUINETTI & ASSOCIATES
<br /> CONSULTING CIVIL ENGINEERS
<br /> STOCKTON, CALIFORNIA
<br /> MAY 2006
<br /> D.D. SHEET NO. 298 SHEET 7 OF 25 SHEETS
<br />
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