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<br /> LOT AREA DATA: ,
<br /> -••S.F.N La S . FT La S . LO so-fT
<br /> ~ 2257 4165 2305 4607 1 J526 2258 TRACT N0, 2526
<br /> 5 2306 1
<br /> 2ZZ 3548 2259 4249 2307 478,6 SUBDMSIONS OF SAN JOAQUIN COUNTY
<br /> ayILU J569 -22-6ff 2308 5M4
<br /> si. J4 J561 2261 8052
<br /> 2235 1 38Z2 = JYJ7
<br /> 22J61 J6JJ = J627 2J 11 3550 BROOKSIDE ESTA TES
<br /> 1 Z
<br /> 22371 J81i16
<br /> %9 SCALE J864 228.9 67IJ 2313 J9.21
<br /> 2242 3962 2290 5956 14 461
<br /> W40 4JO2 2291 4997 151 4615
<br /> 2241 UNITNO.
<br /> 18
<br /> 4J79 2292 4984 2316 4289
<br /> 2 2243 , 2242 7005 2293 4JI9 4J19 1 4,585
<br /> 10' WIDE P.U.E. rro k d, 2243 4 4 4 4 0 46 2
<br /> BEING A SUBDIVISION OF A PORTION OF
<br /> 2244 1 345 SECTION 3D,
<br /> 2241 2245 9 3
<br /> s FN.••..• 2 2244 .' 2246 2297 37 2 CENTERLINE GRID COORDINATES: T. 2 N., R. 6 E., A D. . B. do M.,
<br /> -ffm224 417 6
<br /> 0
<br /> 0 3504 4 12ML 4060
<br /> � ,� s, 5 4177 4 676 1 N=2,183,648.174 N=2,183,898.957 Cm/ OF �+vT
<br /> 2245 00 0 l 94 7 E=6 312 208.499 © E=6 312 145.483 ST /1/ON,
<br /> 49 ` �-s�s� 2 1 n SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 07, 7 © ,2io ti r) 48 ,� 0� o�: 2252 5 3 7 Q N=2 183 707.169 © N=2 183 865.577
<br /> / '� 361 E=6.312.011.015 E=6 311869.504
<br /> �, 12246 FTHOMPSON-HYSELL ENGINEERS
<br /> ))s d •,ti cy_a, 1 `SSS r �' N, ,hti, `�'��, 54 Q N=2,183, ® Na2,183.872.800
<br /> 4 � 9- ,Q c''U° �, ,�CAO�Q � � If=6312.02-79-71A E=6 311859.923
<br /> ?,- �o, 2300 ° oo� 'h 1 ' a
<br /> h ohi N 6°° +�� ? 22(7 Q N=2 183 461.877 © N=2.1 119.331
<br /> 2239 59 �h�� ,y �jh E=6,311,494.5861 E=6 311 787.782 1016 12th STREET MODESTO, CALIFORNIA
<br /> 045.32,31
<br /> S.F N....••. `°9'` �'� �,'wr X� ��\ 1X48 �; s © E=6 311.49J 02 E=2 j j 1.696.2651OCTOBER, 1996
<br /> j eX5- 79 , ,
<br /> 8,R 6 T" \�6`�l'� '� 2301 ti , �o�,�, �' h , o� - _
<br /> I © 4 063.JL-24
<br /> 2299 11 'h `' ° \ �0� E=6.311.491.4758' ® E=6 3�1 687.552 NOTES
<br /> 5 2238 p /N 1° �- s�q, 12249
<br /> 2302 , hti 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> N 8J°OJ' ° 19 H' 1 y ' �s� �,p y �b- N=2 184 104.889 N=2 183 830.093
<br /> ' 51 W R �Y14 gQ, 99' • s f0' P.U.E. ,gti , tri° •�> �'� s (� © E=6.311489.136 © E=6 311 637.673 2. A 10' PUBLIC 'UTILITY E4SEMENT HAS BEEN DEDICATED
<br /> � � s •'s' ��b� '�� 1022 ALONG ALL PRIVATE STREETS AS SHOWN ON THIS MAP.
<br /> , �s' : ti so N=2 184 327.857 N_2 183 850.091
<br /> S.F.N.... `�' 2237 61 N _ 9 p µ,© ° o- s� C� ®'�., s *-
<br /> 3o 10� ® FOR T N
<br /> 1 1 i� 46 ti �-- h e E-6 311576.612 E-6 311 637.504 3. SET A 2'0" WITNESS CORNEAING ; ON LOT L/NE PRGI/ECTJON
<br /> 0- 2303 % �° s� „
<br /> �� - l� 2304 s_ b s °o- �� ,.10 P.U.E. ,►�' 9 N=2,184,150.40,51 IN CONCRETE SIDEWALK OR CURB.)WAY (CHISELED +
<br /> N BS°45'40" W © `•�y � S, .�r, 9 .fl- � '
<br /> 88°56'07" R 6 75.17' 'L ��1 '`�C'- ''rS- �\`� /r'�_ Q ? 2251 +h� IE-6,Jl1811.976
<br /> 71.77' 62 0�,.o. 0 1 ��s -- 4 ` �'-O ®/ ti �S '��-o "I 00 �j $- 4. EACH LOT SHALL BE DESIGNED AND U41NTAINED TO PROVIDE
<br /> > N=2 184 019.523
<br /> ? �`F` yiL `�? '� p �, sfl ® PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION OR
<br /> w o V h 2297 . 6 J�� ys ti9s_ £=6 311985.571 ✓ DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO
<br /> L 3 �; 2236 I 21,I i21' �1 ° „ " i ' soa°�4'38':�1 4 G� 0 > o-4C- J 2252 ,gti so
<br /> �, �,�_ • DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> N 89 30 52 E kh' +' °s-_v ��? sow CP
<br /> N 89°30'52" E 19 2305 2331® 32 00,' +hti , �` �', 't9- �� "j� 10' ,�' 5. LOT 2331 /S A PRIVATE STREET COVERED ENTIRELY BY A
<br /> o 71.00 2253
<br /> PUBLIC UTICIIY EASEMENT AND SHALL BE MAINTAINED BY
<br /> N ' 71.62 I $ 10' P.U.E'' ' 3 �j ESR)' , h`�,, l0 \ �- T.o , ti ` ?
<br /> L„� o °p $ r$ $ o ',ESR) 42 °49 4 s s!So> �� 11 23 1 Op BY A MANDATORY HOMEOWNERS' ASSOCIATION.
<br /> 2235 to �w h� 2296 h 'oo j 6' ®34 525. ,.�;l s,�_'�-� lo' P.U.E...- , �s�,�o�- '� �'`� �b� 1 '
<br /> 0 � 6. THIS MAP REFERS TO APPROVED TENTATIVE MAP TUB-96.
<br /> 10 P.U.E. �--I N 89°30'52" E S tiny, - o +hti, ��_ 7. ALL REFERENCES ARE TO SAN JQAQUIN COUNTY RECORDS
<br /> N 89 30 52 `- 0 7f pp' 18 Q�' - �'° 2309 _ 'e.� �- yh. �� ® s� cP AND BOOK OR VOLUME PRECEDES PAGE
<br /> 71 62 ^ ", I ��, �J i;,, Z `;,� -`s os,- C� 'oma y�, 2312 1J -.` oo,� � 10 + �' 8. SEE SHEET 2 OF 5 FOR CURVE DATA TABLE AND UNE DATA
<br /> l o N $ $ 2J06,.��0;� tr • �° /, 111 i 2255
<br /> " 2234 18 I 2295 2 o'�ro'h\ N 23�'� 4` 9 , ,�6� ,'�C' ,h�' TABLE
<br /> o r-.-..Io, P.U.E. 1 ,�o '1� 2307� .;j` ) �C�' �0 �_ -- .,56 �,_ le ti\ so, cP
<br /> ' 1.75' I$ .� 0 89°30'52" £ 1 5v,�"� 2 �--�tD, 1 40y 231 `'i_ /'�o,L �� 'h'� 10
<br /> *30'52'
<br /> s 2256
<br /> `•.
<br /> IN 89j I n 71.00 2 -j•' t� "` _ 5k t .s�. c�° /, 'L , , / r'°
<br /> sFN..._. tf.. 71.61' " 3 g' © ; y ��o9-�c'',�p�-r /y��`� ti��yo�6� �s� oma_ y� sow oo ��- LEGEND:
<br /> j S I$ �I 2294 50.07' , �3 107.99' � g 8� sem° �°s-- �.- k1 ��' \A ,�� r� � ? .�� cb-� 0'
<br /> 0 2233 231 4v to P.U.E.--�. �, 12257
<br /> s.�- '>' 2 �'`•l sem° 1 �'c9 `:fir +' --�- FD. CITY OF STOCKTON CONTROL MONUMENT 314" IRON PIN
<br /> o" 189-0,30'52- v �' , �l 0f `�"" �9 `� G►�' +, / sfl 23� `i s ,� "- ,�� ►p1 IN MONUMENT WELL STAMPED L.S. 4334 R2 /
<br /> N � $ �'h 2291 J o h LS' ar„ 8 - - o �s- „ A0 L� ( )
<br /> N 89°30'52" ' $ b'* , Q , ^ ash nt'+ ti +h / >i > .p 'J° '�. as .. ..
<br /> O 71.17' u W ,'2292 ,N 5� 15.45 W _ a !` h -_� ted` moo_ .r `sir_ 5 1 5 . >
<br /> 2 I ��� 3� � , o � io 1 oti 2315 �C � � � J 6• 2 s -fl-- SET 3/4 X 30 IRON PIPE: TAGGED L.S. 4876
<br /> / `? ° �.`!\ 12 ° IN MONUMENT WELL
<br /> 3 I, `' �I �� a °tip `� ��\ a, 1 - �, ��' y/s 2321 y '��,2323 17 �...•1 - � s
<br /> J $ Ig MiI2293 ,o R q �o 7 ' `L%V \0 h /y o 1 ;�' Q �j0/ `',°p , s?o``s� - O 2258 2 - -� SET 3/4"X 30" IRON PIPE" TAGGED L.S. 4876
<br /> d 82 02 d .� .A / © 11 O / c'
<br /> $ $ 2232 I hi ��,.; h =� 2290 W R Za,- © a1/ ->;
<br /> 0 9 ® s`�- 12!'
<br /> o N 89°30'52" o l9 8 N 8,61126,4,j-
<br /> 9W(R - F SET 1/2 X 30 IRON PIPE TAGGED L.S 4876 AT ALL
<br /> 71 2331 2 (R) 2 `�! 4 S�,p / - I�i 7�� CJv O 8.523' /7 ��J REAR LOT CORNERS UNLESS OTHERWISE NOTED
<br /> $ 70.73 I, 80°2428" l o P u.E•..- 41 sem° s s 2324 i ,+�� �� 2331
<br /> 69 85 - o - 2316 ©° ® x'320 s° G 10 s -
<br /> 2 0 2231 I
<br /> E>>
<br /> :,N 89°30'52" £ O N -U O1 W i / s _ �- 15 k��'� ..�? 02259 �'s?s'- 3' W.C: WITNESS CORNER. SET 1/2" X 30" IRON PIPE TAGGED
<br /> cs I :0 "PAYTON COURT s,�9r `-� ,2� 2331 �s> >� �__ 0 > >s oh, 7 ti ,� 3 , F
<br /> u� 'o 1 , so- Q �'� O q 6{0�6'i O `�J L.S. 4876, AT OFFSET DISTANCE NOTED.
<br /> I ao N 8�30 52 E 146.21 - ® 76 s_ � 12 2 `�, S--
<br /> N 890.30'52"' E o I ^ o .. '..� 5r'' i 10 P.U.E�-. 13 ,' ? - �� 2
<br /> 70.30' °i N N 9 0 106.21 Z ., N
<br /> ' N (, °" 78 36.00 50.00 , 0.21'7 �° 2289 °''r�= �. 2317 �,� N ? 231.9 0 ` 5 14 ! �i ,1, `�2*�-4 �. 0�1 N=2 153 535.135 (CEN COORDINATES-83. ZONE 3
<br /> �s ,� E=6 327 497.231 (CEN7FRUNE dr CONTROL MONUMENTS)
<br /> 2230 I . 'lo' P.U.E.; o_ N o ^ N $ 31 ! 82 S?o ,
<br /> �i 2 "� �` c� �0 2318 O '�O- O (� ? '�'- �, S J.C.R. SAN "OU/N COUNTY RECORDS
<br /> S F.N ` :.....15.76 I .I . $^ N -'_ , ` 5,50, �o+w �+ O ?7' Y ti `•�o�B�, �• 2 Q�� O.R. OFFlCG4L RECORDS
<br /> N 89°30'52" of 22860+ 2287 ,.� 3.50 2 = ' 0 2325 ?,. r' 10 P u.E
<br /> N �� i 7 6 ° 62s , R.S. RECORD OF SURVEY
<br /> (! 70.00 o ^ o ►.� - 2261 _ °S
<br /> 3 I $ $ � 001'16", 6 4f�"6. 06 ( O 81 Q- o .¢9' '..X_` 1.N. INSTRUMENT NUMBER
<br /> 2229 5503'Z 50.02'2 50.02' 41• 5 6a 115• 2280 /,xti '`� 2.J°22;��fJ O O 6 ° ��.Fr� (R) RADIAL BEARING
<br /> o a ' - N 88°41'42" W 1 ter, .._ 2282 , 2281 7�6�? 8, 9 ``s 1 •ss9S P.M. PARCEL AIM
<br /> 2285 155 07 2283 2279 2327 © �V (SEEN ��_ -� �c° `� F Me�P MAPS AND PLA TS
<br /> 2284 OTE ,5 - ,�r� (M) MEASURED ON THIS SURVEY
<br /> $ N 2 .� ( j,C��� J �N`Se° S F.N SEARCHED, FOUND NOTHING
<br /> W.C. WITNESS CORNER
<br /> wO P-U.E Pueuc urruTY EASEMENT
<br /> Q/ �p 20 CURVE TABLE REFERENCE
<br /> ` R/NATE) (PUJ i Q9 CENTERUNE COORDINATE REFERENCE
<br /> S.F.N ~` UNE TABLE REFERENCE
<br /> E 4 :' .c RESTRICTED ACCESS
<br /> o'•
<br /> I I 2SXX
<br /> 0E5T,P/CTE0 4CCES5 NOT 0E91U re P
<br /> ®
<br /> P.'\STOCKTON\ 185000\ 185000-2.OWG 12/19/96 D.D. SHEET NO. 29 TO THE c/.011 SHEET 4 OF 5
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