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LOT AREA DATA: CENTERLINE GRID COORDI TES.-
<br /> LO RL_00�
<br /> S . Fr. -707- S . Q .
<br /> 20 N=2183648.174 TRACT N0. 2526
<br /> 018 4 E=6 312 208.499
<br /> 4267 W7T S © N=2 183 707 169 SUBDMSIONS OF SW IOAQ' U/N COUNTY
<br /> 1 E=6312011.015 •
<br /> 2212 5067 3 52
<br /> 2213 75 5 Q N=2 f8.�449.732
<br /> 2214 575 2276 4109E=6312 027.727
<br /> 1ID
<br /> 57 2277 74 BROOKS E ES TA TESt
<br /> WV 752278 4777 ® NVP f83 461.877
<br /> 3575 2279 5J61 £=6 311 494.586
<br /> leziar7 2280 4430 ©
<br /> 4754 NE==62318131 469436042491 N
<br /> UNITNOs575 G
<br /> 60, 18
<br /> 7 .
<br /> 2221 17 2283 3552 Q
<br /> W-22 N=2.184.104.889 BEING A SUBDMSION OF A PORTION OF
<br /> 5 E=6 311489.f36
<br /> 2223 46 7 2 4 6518 mu ,3835
<br /> 2224 © SECTION 30,
<br /> 4 4 N=2�183 898.957 T. 2 N. R. 6 E. M. D. B.
<br /> 222T--goo .� 7 7 6 E=6 312 145.483 &
<br /> ti,70
<br /> 6 ® N=2 183 639.522
<br /> 3 9 E=6 311797086 /��CITY OF STOCKTON,
<br /> 22 9 J500 33 7 ® _N=2 183 659.516 SW Ja4OU/N COUNTY
<br /> CAUFORNIA
<br /> E-6,311,797.542
<br /> S.F.N. 4 577 ® E=6 3 516.890 23 THOpSON-
<br /> 11810,6 20 HYSELL ENGINEERS
<br /> I Q 6 577
<br /> 2267 3577
<br /> 2268 577 2325 ' ' o 1016 12th STR�E�E+T �-p MODESTO, CALIFORNG4
<br /> $i 2269 77 `,�o, 6,�Ol, 7 OCTOBER,,
<br /> , 1996
<br /> 2 2230 21 0 2289 2317 / 2319 �9 O {
<br /> ! SF.N: "" N 89 3052 E 68001 N 'j. 2318 c"��1• O" (,� % NOTES:
<br /> Zokj I 70.00' 2286 I 2287 I 2288 N 115.00 4' .52, �0 �6+�'' ?v 2,326 / ?,
<br /> $ 12 21 N 88°41,42" W 53� 3 14.
<br /> .6,, O X00 $84, (V 1. ALL DISTANCES ARE MEASURED UNLESSOTHERWISENOTEDL.Lio N 5.07 - ..• �4� ?i �� �• Op�, V 6�¢g, 2261 2. A 1D PUBLIC UT1LITY EASEMENT HAS BEEN DEDICATED
<br /> 2229 I $ :;` _ �, s82
<br /> I`n v oti. I 55.03'3 50.02' 3 50.02' S3. k 3! �i 2280 ��`° ��� iry �j9o' �'Q 4/, N �.� wR ? ALONG ALL PRIVATE STREETS
<br /> N 89030`52" V `v W 3 2281 N ti o^ `a () ?2 2� Q AS SHOWN ON THIS MAP
<br /> 0 w ;'�� o a' ti °� 4 J' �?
<br /> 70.00' $N1 J .o °o o `o, coi $ °p° ' off' 0• Q Q iY 59 J. SET A 2'0" WITNESS CORNER, ON LOT UNE PROVECITON
<br /> $ 2228 f`$ C� 1228] N 2284 g o o o, N °�� a' 1 ti� 2279 2327 85 13 /�- `? 2 72s p�� FOR LOT CORNERS FACING A ROADWAY. CHISEL'ED "+"
<br /> N 5, la ^ 21,1 0 ° H 2283 2282°N ��, �, 2 -���
<br /> 1j° 0 / f IN CONCRETE SIDEWALK OR CURB.)
<br /> N o cV O h, ,, E R Og „ ? - O
<br /> $ 2 4+ �4 B 28_- 4. EACH LOT SHALL BE DESIGNED AND MAINTAINED TO PR
<br /> N N 89°30'52" I �'� ° _,1 g - - $ S ? b 69°0 1 7 71906 w 2 / N °?2.0T �' h 1 �? ` N 6 0 'S1" W(R PRO VIDE
<br /> - - - - -l£ _ _ _ :3� 1 N 83.9 ti o 0 --- � PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION 'OR
<br /> © ?
<br /> 50.02' Z 76 (R DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO
<br /> � 1 °3s.62 so-oz' 1 �, ,� 2328 86 � s��, , �
<br /> 10' WIDE P. /. 2 50.02' �_�,// ® --
<br /> Q �, ` N 88 41'42" W 190.03' o ° 10' P U 81 W 4 -�,� ?06,��'. DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> i� ° 2278 0 84°11'50 H, O o~ (P TEA,xR- cz 2 / 5. LOT 2331 IS A PRIVATE STREET COVERED ENTIRELY BY A
<br /> CARL Y COURT N PR/NATE © T UC UTILITY EASEMENT AND SHALL
<br /> 2227 I$ � '� N 88 41'42" W
<br /> .,� o o, k I n,_ g,3,31 304.16' N R 2 N R/Y "`WC ® ?. BE MAINTAINED BY
<br /> n N 1 0 ,. (P.U.E.) - 6�0 = 71.90' �.jo2 '4TE� FI �':oQ BY A MANDATORY HOMEOWNERS' ASSOCG4TION.
<br /> 50 N 88 41 42 W 26289' N _ O�I © 2 � i ?02'•y,(/°(7E) 1
<br /> 70.00' $ % 21• / ' - -3 _ 02 3 50_02' 3 -50.02' T 50.02' 3 27.38p ��-' �'�2,� 2329 87 �`N 8�° 72s,� , P 6. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM8-96.
<br /> `$ $ °N• h _ - 54 22 O 4 7. ALL REFERENCES
<br /> o 2226 I$ 1 o hI 2271 �� o �$ �` © ° „ Q 9 f _�!'� o AND BOOK OR NOME PRECEDES pUrN COUNTY RECORDS
<br /> $ 10' P.U.E."~�l`n 2 `+ oN ^ 2272 0� «: N 88 55 39 1W 90
<br /> 227.3 °N °' o o W 2277 to Pu.E.......... so 2� ACE
<br /> Z N 89°30'52" E �`- hl _ $ ^ $ ^ $ 2274°� `� X75 oN J o$ io 0 1 1 I I S 2208 -----_ __ JC N )80 8. SEE SHEET 2 OF 5:CURVE DATA TABLE AND UNE Qq TA TABLE
<br /> 0 $ 2276,. - �4Q 1Q 1Y(B Q _'95'24'¢¢ -__ 15�¢ Iy
<br /> `r 70.00' I^ Q I,.•.. Z 2 2 ® $ ^o o, 51 2It N ` °
<br /> 2225 i' Z Z -....... ?`�` „� ?�1, 21' 82 W 2
<br /> ° 55 03 50.02' 71.06' > 48 581 18 53 W R 27, '
<br /> C n `� Z3>19_ i ( 3 50.02 3 50 02' 29.00 !. 49 0 „ A 4, 92 S_ 79d5B,80 --- -
<br /> J S.F•N: 14. 0 '° o 4i 50.02 50.02 k 50.02' 3 88 55 39 W ''.0.
<br /> "v a _ _-12,•w�J 2 S 80°3,T'13"
<br /> ------_ L1 LEGEND:
<br /> 1 'IV 8930'52' 0 h ►� $ �J 4� 3 59.12' 1 io 94 S S6o3 2209 14 27 E R
<br /> 2270 -.2269 h 2268 0 '� o o ►N � 2'18 1.
<br /> 60.89' ° ^ w .� . ` ` i I
<br /> � N . 2267 2266 ►n � o ►-� + : �-- a W R r '
<br /> ° _ $ $ o °' 'n 2265 a _h h_ N 2262 �� 3 _
<br /> os - _ - - -'� - $ ^ $ ^ oN ►. ° $ 89 :5-Z-10 95 N0900 W .h h I-- _ 59_08'_E(/�� IN MONUMENT WELL, STAMPED LS 4334 (R2) / ••
<br /> r� on+ cV 64 0 226.j OB -� _ :. S 82 --�- FD. CITY OF STOCKTON CONTROL MONUMENT, 3 4 1RON PIN
<br /> 2224 0 0@ 0 36.63 50.02 50.02' S0.02'� - _$ -- - -- $ _ $ d g ___O1_'EJR o; $ ® --' -0-- SET ,3/4"X 30" IRON PIPE PE TAGGED L.S. 4876
<br /> 50.02 50.02'Z 50.02' _ ' "� "o'i _ ~ S 0�00'S2" ►y /N MONUMENT` WELL
<br /> 4l' , 0 ! 4 N 88 41'42" W 50.02 Z 49.59' i 2210 qi o �...................... 39.15' „
<br /> . � (SEE NOTE 5) (PRIVATE) (P.U.E.) 436.36 o ® ,y o :. ,_p_ ,.
<br /> W 05-o-K Za - A Y 2016' 42 _.... .
<br /> N R�' _ 0 _ N N 88 41'42"-W CIRCLE n+ N 65°56'20" E (R1 \ 96 �2 �,�' 142 Z' \; SET 3/4X30 IRON PIPE TAGGED LS. 4876
<br /> 53,E 31
<br /> _ ------------- , 7. 05' 1 �. \ „ ,.
<br /> �� ' ' o N 88°41'42" W 2.3.,31 �` ...... ._':: >
<br /> °$ 650 39 �`' �`' P _ 50.00 ,... Q ti;-'- S F.N. \ TSU 1 2 X 30 IRON PIPE TAGGED L.S. 4876 AT ALL
<br /> ' � V 45 46 - - - _50.00' W _ 50.00 y, 50.DO 431.38' N /
<br /> _ _ - - _ 98 W I REAR LOT CORNERS UNLESS OTHERWISE NOTED
<br /> o 2223 ,�,� ,�', �„ , , W _50.oo so.oo N h \ I
<br /> 'L � ;_' �° N o W . o , �++ -`_ 50.00 _50 00 9.86' Z .h �h. 'N 82059"08" W\
<br /> 1 3 W.C.�•-- WITNESS CORNER. SET 1� X 30" IRON PIPE TAGGED
<br /> 2222 0 ao $ 1972 L S 4876 AT OFFSET O STANCE NOTED.
<br /> Z „i °�' �"� �' ,`+•i ao qi h ib h o o 00 m . f 99 �0 211 g h $ 84.00 \
<br /> 2221 ,�2220 2219 h ©W ao . ° o i ,
<br /> � � 2218; ^ 2217 ' 2216 � hJ \ �",�
<br /> 60.27' , o o 0 0 0 °, w X2215 0 ^ 2214 o �' "? \1'g,N� 2 z 1973 \ I N-2 153 535.135 G4UF. COORDINATES-83 ZONE 3
<br /> 85.28 2 2 % ^ o
<br /> SF.N•"' .... .... .._ 50.Op' = 50.00' 2 5000' 2 50.00' 2 , 2 0 0 0 2213 0 2212 \ \ E=6 327 497.231 (CENTERLINE & CONTROL MONUMENTS)
<br /> 50.00 50.00' , 1 - ` - �
<br /> N 88°41'42" W 50.00' 2 50.00' 2 9241, \ K SJ.C.R. SAN JOAQU/N COUNTY RECORDS
<br /> 33 52
<br /> W 721.48' ;' ,. ---_____ O.R. OFFICAL RECORDS
<br /> 10 W/DE P.U.E. R.S. RECORD OF SURVEY
<br /> 1974 LN INSTRUMENT NUMBER
<br /> (R) RADAL BEAR/NG
<br /> B)?OO SJDE r S Tr%� /rr`j P.M. PARCEL MAP
<br /> UJWT JVO, J ' M-&P MAPS AND PLATS
<br /> P) - _ (M) MEASURED ON THIS SURVEY
<br /> $ 4,
<br /> A-&P. 32-58 S.F.N. SEARCHED, FOUND NOTHING
<br /> 1975 4, - _. W.C. WITNESS CORNER
<br /> P.U•E. PUBLIC UTILITY EASEMENT
<br /> v © CURVE TABLE REFERENCE
<br /> a ® CENTERLINE COORDINATE REFERENCE
<br /> 1 ' ' UNE TABLE REFERENCE
<br /> P:�STOCKTOM 185000 RESTRICTED ACCESS 185000-3 DWG 12/19/96 D.D. SHEET N0. 29 m •�( ,PEST�P/CTEO QCCE,SS NOT OEDIC,4TED
<br /> TO TNF l/TY
<br /> SHEET 5 OF 5
<br />
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