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<br /> LOT AREA CURVE DATA TRACT N0. 2508
<br /> LOT S4. fT. CURVE NO, Da TA RADIUS LENGTH I CHORD TANGENT CH. BEARING 62 �
<br /> SUBDMS/ONS OF SAN JOAQUIN COUNTY
<br /> 21 5035 7 010."126" 530.00 14.71 14.71 7. N 8900112"7- N 08.49'16" W
<br /> 22 5087 B05 2416 530.00 41 99 49.97 25.01 N 8600712 1 E 1.5J' (M)(R1) 1 GOLF COURSE TERRACE
<br /> 23 5573 9 00008'10"' 530.00 1.26 1.26 0.6J N 21 08 E �~ 1.1 p'44" E �'y'.;.,
<br /> 24 5650 10 0 07 52 530.00 65.96 65.9PT 33.02 N_86 50 5 E N 8 1
<br /> 25 6248 11 09 f4 f 1 F47O7.O
<br /> 00 80.60 80.52 40.39 N 85*471 9" E �•�"'� 1 .001
<br /> � ` ` UNIT NOs 5
<br /> 26 5181 12 11 20 30 9.304 92.88 46.67 N 84"44-T40"' £ '
<br /> 27 5001 13 0 &57 56.78 58 74 29.43 N86 4956 £46 5001 f4 04 10 33 34.26 34_25 17.14 N 81 09 41 E 1
<br /> 47 5000 15 011611181",18 475.00 8.47 8.47 4.24 N 08w18137" W BEING A SUBOMSION OF THE "DESIGNATED REMAINDER" AS
<br /> 48 5113 16 o 1 15707 500.00 lagil 10.93 5.46 N 081742 w SHOWN ON "GOLF COURSE TERRACE UNIT NO. 4"" MAPS & PLATS,
<br /> 49 5575 17 0127 37 515.00 13.38 1,338s s9 N 08-05'27)7-W BOOK 32, PAGE A SAN ✓DAQUIN COUNTY RECORDS
<br /> 51 5259 TA 50 5170 AND LYING WITHIN SEC77ONS 21 AND 22
<br /> o
<br /> 52 5347 TERRA V15
<br /> ,
<br /> 5,3 5508
<br /> NEA 1 T. 1 N., R. 6 E., M. D. B. & M.
<br /> 54 54.36 LAXY OF STOCKTON,
<br /> 55 5001 z
<br /> SAN ✓DAQUIN COUNTY, C4LIFORNM
<br /> 6 D THOMPSON-HYSELL ENGINEERS
<br /> Of 1 a - = �
<br /> SCALE �'� - 40' � g 1016 12th STREET MODESTO, CALIFORNIA
<br /> OCTOBER, 1994
<br /> 56
<br /> a '10'x" E
<br /> 2a N e 1 , NOTES
<br /> 100.�
<br /> 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> 7 ���` "L \ $ 2. A 10' PUBLIC LMLITY EASEMENT HAS BEEN DEDICATED
<br /> ' 263.65' 95.00' , ' 55 ALONG ALL STREETS AS SHOWN ON INNS MAP.
<br /> f�
<br /> 15 J. SET A 5.5' WITNESS CORNER, ON LOT UNE PROJECTION
<br /> N 81.10'4' "� 50.00' 10' P.U.E ._� + # \ 1°10"44 o E FOR CONCRETE SRS rAK.NG A ROADWAY. (CHISELED
<br /> ....-- 50.00 z '� 2 / � � $� � � N 8 ' )
<br /> 47,70' ` 100.00 4. EACH LOT SHALL BE DESIGNED, GRADED, AND MAINTAINED 70
<br /> ... . -` 20.95 $ } ^' \ , PROVIDE PROPER DRAINAGE W97HOUT PONDING, CAUSING SOIL
<br /> ., 50.00 ,; / ,� �b .. f0 P.U.E " EROSION OR DRAINING ONTO AAMCENT PROPERTY. ALL L07S
<br /> N 89"J5'05" W 550 DO t N 82.21'19" E z o, N 81.10'44 E �: 54 ARE TO DRAIN FROM REAR TO FRONT UNLESS 07HER07SE SHOWN.
<br /> • 29.62' z 95.00' ,16,E W ' w
<br /> �....N 89 35'05" W W w 23 ` ' '` 1 25'l '' 'N 5311,03' l�
<br /> 5.00'(M)(R2) �" ` z 624 ^' ° "� 251 \�" 76-32�
<br /> f � rg 25 � � � a y 22 „ E J N •p4125'' E LEGEND
<br /> 0 23 oN 8 27 : 8 26 " � � � g'15 5Q --7.
<br /> g g N It N 3 29.92 ./ (M) MEASURED
<br /> 2 Z z
<br /> 72.79) $ --0 FOUND 3/4" IRON PIPE TAGGED L.S. 4676 PER (R2)
<br /> J� , r � „ 125.00' :-� UNLESS NOTED OTHERWISE
<br /> 10 P.U.E.-,. .� 14
<br /> - - ` - _ , „6 S8, r13 X576 X004,25„ E 138.58 A J ,,... N 81.10'1'4 E -4- FOUND 3/4" IRON PIPE TAGGED L.S. 5340 PER (R1),
<br /> 50.00' S0,P0' - N �"'�`` 0 , UNLESS NOTED OTHERWISE
<br /> N 89035'05" W ._, y� 201.43 i '' $ --�- FOUND 3/4" IRON PIPE TAGGED L.S. 4876
<br /> 606.58 - i f2 `�
<br /> ~W 81.10,4,4„ E _ I y IN MONUMENT WELL PER (R2).
<br /> 0 --�_NO2°39'44"W N 2 =
<br /> 1 i 30.04' ,, �+ z N 83.17'03"� `•' -�-- FOUND 3/4" IRON PIPE TAGGED LS. 5340
<br /> N 89°35'05" W 488.20' ' f 1 Ro 76.32, IN MONUMENT WELL PER (RI).
<br /> A
<br /> t3oULEVA ,,......�� I'. 7 -0-- SET 3/4" x 30" IRON PIPE TAGGED L.S. 4876
<br /> n L EVER A� So5 X54 D 9�W 176.60' a:-�qk E -®-- SET 3/4" x 30" IRON PIPE TAGGED L.S. 4876
<br /> �~?/' ,70•/4' N B•17'03" E 77•T9! -� z °� z Y-._ .•N 41 3 , �' IN MONUMENT WELL
<br /> (''� ,•. �-- N B9°35'05" W 445.07' I 10 r , .�••- , 50.07' ,30+/ w. .._1r 25 'E ,� ro � 10' RU.E•''r � ' ® FOUND 2 1/2" BRASS DISK, STAMPED "CITY OF
<br /> 48.74 Z �,� �N 56' 92' 1 ro 125 1��'. ` l STOCKTON SURD' MONUMLTIT - R.C.E. 14269'•
<br /> 50.00' 50.00' 35:29 - *---..10.0 `+ 'Q v 53 ,� AND MONUMENT NUMBER, IN MONUMENT WELL,; `
<br /> - - -- - �- - - __ - , _ ._ _ -- 9 4 " AUX _. _., � � Q � 25„'' �� - 17 �, � UNLESS 07HERMSE NOTED.
<br /> 10' P.U.E. �.' O o O Z O Z `� $ 52 15 25 0 16 100.201 E _...•�' S.J.C.R. SAN JOAOUIN COUNTY RECORDS
<br /> OW w w � � z �: 102.05' O ......-- N � �, 4�.
<br /> Z z E N 86#47"4711 SET 1/2 X 2 IRON PIPE TAGGED L S 4876 AT
<br /> S1 # $� 5 ' aE t�� N g�J•17'03'** 50.15 Jf I ALL REAR LOT CORNERS UNLESS NOTED OTHERWISE
<br /> t--- J 8 `�6 ,� g 4 7 $ 48 8 `�� : 49 R 50 w N 82°12'02" E (R) CURVE RUFERENCE NUMBER
<br /> 0
<br /> * ' ' N 82°25'51' E (R)
<br /> 6 LIF.
<br /> r ^ CACOORDINATE S157EX/ -27, ZONE 3 REFERENCE NUMBER
<br /> v 1 Zt 2 Z �" _���� S 82°38'21" W �R) SEE TABLE SHEET 2 OF 6.
<br /> '
<br /> %-'N 06°40046" W (R) RAD14L BEARING
<br /> 50.81' 49.69'
<br /> IN. INSTRUMENT NUMBER _
<br /> �
<br /> 50.00' 50.00' 52.24' 44.22' 15.46' 00 „ E 11628' "" M. & P. MAPS AND PLATS
<br /> ..•_` N 84 15121 REFERENCES R.R.S. RECORD OF SURVEY, BOOK AND PAGE� N 89°35'05" W 497.9J' P.U.E. PUBLIC UTILITY EASEMENT
<br /> (R1) RECORD PER- GOLF COURSE TERRACE UNIT NO. 10 GALC rXCULATED FROM REFERENCE SHOWN
<br /> AMPS & PLA73. BOOK 30, PAGE 77, S.J.C.R.
<br /> ( t DE'5I GIVA I G D REMAI D Rl /J ) AAPS & PLAM BOOK 3RECORD PM 00Lr2.RSE AGE 35, S J.C.R.0. 4,
<br /> (R3) RECORD PER• GOLF COURSE TERRACE: UNIT NO: 6,
<br /> AMPS & PLA73; BOOK 31, PAGE 111, S✓.C.R.
<br /> J.•\CAD\1 f8921F5.DWC -V3 1/30/95 D.D. SHEET NO. 34 SHEET 5 OF 6
<br /> L/*�
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