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O <br /> 1 J T 1 <br /> ao /1(' ��/l�r 1J �� SUBD/V/SIONSRO cSAN x•38 <br /> „ f JOAQUIN COUNTY <br /> mN <br /> DESTINATIONS, UNIT NO. 3 <br /> LIVE GROVE DRIVE (P. U.E) <br /> -� D TE 8 BEING A SUBDIVISION OF LOTPRI VA � 0 �, � FAS SHOWN ON THE <br /> ° SCALE. 1 - 40 FINAL MAP FILED IN BOOK 40 OF MAPS AND PLATS <br /> N86.09'02T _ 449.00 _ _ - - � A T <br /> �• _ - •�• ���� �, PAGE 84, SAN JOAQUIN COUNTY <br /> RECORDS, L YING IN THE <br /> ° - PROPOSED RESTI?ICTED ACCESS N12.48'59"W(R) , Cr ori o NORTHEAST QUARTER OF <br /> Q -- N86'09 02T 124.12 M e , z�� I w \ SECTION 4, TOWNSHIP 2 NORTH, <br /> " �, " °a S38-07 39 E(R) 1 29,73 41.63 3�vc:10.00, 2.76 RANGE 6 EAST, MOUNT DIABLO BASE AND MERIDIAN, <br /> LOT S --� 3�vc. 3 w.c. �°a2Xe� J ��j <br /> °p S31'40 45 E(R) CASA 3w!c. J2.001l CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA <br /> .. 514.4 ' ' 4. " APRIL, 2006 - , <br /> _S06.49_56 E(R) _ -8 48�V(R) '�' $ ,� SCALE. T-40 <br /> ,,� a ' c5 3�!c. � 275 �' " � � �� ��' MoCaRs 114.82 x u� 274 " $ - EN86'0902'x' S N 273 <br /> ,o y'�apti C� •-$ vs $ 3,176 sF " 276 { <br /> •- � c�3,238 SF � `�` <br /> i� <br /> �Xo 3, 72.22 3�1!C. 37.c 1�'3) Xw.C. ;v 3,279 SF ^ " 3,149 SF , <br /> 272 1 s 16 <� 1242 DUPONT COURT <br /> �` �s w c' �, � � � ��{R)� MAN TSCA, CALIFORNIA <br /> 34 v 3,167 SF 26..- 10 PUE " i --- <br /> �. y �. 271 ,��� Np916 - - - _ - - _ - � / <br /> ' 269 270 X2,763 sF„ _ c157 -- .10.00' 26.49' �ti I \ NOTES: <br /> "$ " N 2,673 SF 8 W(R C156 -- Cal 28.84 1. ALL LOT CORNERS SET 314" X 30 IRON PIPE TAGGED <br /> Ki s, ` 3,775 SF o„ �0 13.03 1 --,-� C142 '02'1c 95.33' /1' MSONRY WALL <br /> cw fig'• N - C141 - � '0 3' 1' Ad NT. EASEMENT L.S. 7079 UNLESS OTHERIMSE NOTED. <br /> , 139 --, 4D " DRIVE � W6.09 02T 147.99 0 0 <br /> a4 N11 15 36'�V(R ...- 7, C1 ©- , I 2. W7NESS C , <br /> ORNERS: saw cur + ON <br /> 1 3.98 O o „ » 130.33 17.66 I FRONT LOT CORNERS, <br /> r� 1 - LUN •� -- o Cslu' 18 235 SF h-4 AIASCMIRY WALL SIDEWALK AT 2.00- <br /> 268 0,6 B E l�c,2a O �jj 15 07'IN(R� LOT, 4 , �"'j , FOOT DISTANCE FROM LOT CORNER ON <br /> 188 SF `� °�' �-- -` 0 G' I �� EASEMENT LOT UNE PROJIECTION N <br /> G� 42 31, E R �` ►� ti� "� 6 , ,pp' ��i \ l VILA POINT D REAR CORNERS SET 3/4 x 30 I.P. <br /> N80'6.07 25 W( 1/ .50 40 L 1� '0 00 '� - I Cn ) R TAGGED L.S. 7079 ON LOT LINE AT OFFSET INDICATED <br /> 12'19'L� \ 3. ALL LO • <br /> �, 1 � �s�9.��,QJ /G'��1 4Z,31 E o Cl 1 Cl 13 _ ^ 78•,41"W " " 1 �. , <br /> `� T DIMENSIONS SHOWN ALONG LOT LINES THAT CONTAIN <br /> S I\ / / A WITNESS CORNER ARE FROM LOT CORNER <br /> w " rte' 2' 12 _ 287 298 " - ro Lor CORNER. <br /> t�Eo G o 41.1 42 3� C1 .I- �-f0 PUE 32.32 " 3,48,5 SF 299 DETAIL A aETAIL �s" 4. SEE SHEET 2 FOR ADDITIONAL N07E� REFERENCE LEGEND <br /> `� I o / 3 3,271 SF , 16 16 NOT AND BASIS OF BEARINGS <br /> 267 1 '� �p 6.0�--'48 w(Ry " 16' 16' TO SCALE NOT TO SCALE <br /> { v N <br /> 3,544 SF / 16 86 I NW09'02'r N86109'02T ${ <br /> f 6.00 4.31' 116' f " 3,912 SF !� 64.00MM aw <br /> ' 64.00' " r' MM am wa <br /> 6,w. 0 27. " " $ AM. �) X Q0� 1w <br /> C.N86009 02wE I I g , C) wv.3,216 SF N86•09'02't 1 S 1 288 . $ 29 7 1 '� No. NORTHING E45WW No. n�)ING (X) <br /> 610'1 PUE ;��� N S86'09'02"W 64.00, " g 2,560 SF g g 2,560 SF 1 300 50 2208118.23 6326225.66 M B � <br /> 34 26 \ g 64.00, " $ " ( )( <br /> 6 ® 2207466.79 63266f6.98 <br /> © N 2,745 SF " " S 285 " 1 N86'09 02T IV86.09 02'� { © 2207655.45 6326256.79 (M)(B) <br /> V} 'S8'14"E R) C68 Z " $ g 2,560 SF g " ° 64.00' " 64.00 - o; ® 2207472.22 6326561.34 <br /> c i N89 �(_ g 2 78 $�`' I , I +h 0 2207858.65 632624312 <br /> N86'o9 � ;� 4 2,560 SF g aC � " I g " 296 I >-- N Z2207888.79 ® 2207472.31 6326558.76 <br /> 3'W.C. 72.96' / o v N <br /> N86'09 02*E X�El $ 289 s°�$ ® 6326691.06 <br /> r� "0- 586'09 02V o ; 1 2,560 SF `� •N 2,560 SF I " 301 y <br /> N78'01'44"E� ` 64.00 " g Z 9 2207477.87 6326398.03 <br /> ' N �`" ` " Q 64.00' " " I Q f0' PUE c� 0 2207768.66 6326699.17 <br /> 34' v " ".s ,� {�1 $' 284 $ N86.09'02'� N86.0'9'02'� I " ® 2207711.76 6326382.29 <br /> 265 I 0 PUE " 2,560 SF I g `' , �tJ `� 0 2207769.85 6326716.79 <br /> 3,030 SF "u� I 279 g g N -.� - 64'0 " �'� " �'{ �-`' 0 2207726.9f .632642 1.'16 <br /> r' N86'09'02T I �{� ' g I 2,560 SF g f 0 PUE $''� ku „ I $ ku 10 PUE-of $ #u� � © 2207455.80 6326720.22 <br /> N86.09 021E I t�Q-=� °$ $ 29 D ' " °,� g �'" �+ ® 2207757.04 6326539.60 <br /> $ " 3 W.C. 78.15 $ I S86'09'02"W 00' I2 $ g I 2 560 SF g g" 295 In- +� z ® 2207456.49 6326699.96 �0� <br /> • { ih . ku 64• I " ;� $ 2,560 SF +gi 'u J�2 © 59.91 6326569.14 <br /> 264 ` ��C I 64.00' " _2 $ w ► , I o °� 2207461.17 6326651.90 <br /> 3,195 SF " $ 283 I N86'09 02'� N86'09 02*E y " <br /> 31 •$ g � <br /> S83'4222"E R 16 g I 280 $ :� 2,560 SF 1 64.00 64.00 $ <br /> J I " 1 I Ti�L.E <br /> \ 4.52 N86'09 02'x' `' g I 2,560 SF g �► I to y " $ - g <br /> 3 I N86•o9 02 E � $ 1 291 • $ 294 I g TAMU cuRVE R4aW LEIV N CHORD CH. ,eoEA�►N0 MrA <br /> C103 36,9.6v, 26.78' 26.77' <br /> 79.06 g 2,560 SF I CURVE RADIUS LENGTH CHORD CH. BE406 DELTA C104 , <br /> 3'W.C. C64 " o � y I S86'09'02"W 64.00' I � � I 2,560 SF e„� /, <br /> �� r�1� ` �, " �.► , ,� 303 V 1 7Vi0V 5i ' �i ' , • , • , <br /> • (MXB) C105 1 26 76 4 " <br /> L O r 031y 263 `� o " I 1 C) I N66009 02'E N86.09 02IE y c2 5 • ' 3610' ' , <br /> it J\/l ��- J fl 2,999 SF C60 �" 0 281 " I 1 I ^ (MXB) C106 19. .87" 10011 <br /> �-- • I v. `f' 282 64.00 64.00 oo 100 010 17. 17. IMP (MXB C107 1 , � , , <br /> S66'51'17"W Q M 3169 SF `D <br /> � 16' 16' N I I " I '�" C4 430.00' 51. 51.3 ' M B C101B <br /> , , ,. <br /> � 42 <br /> � , • � 3,736 SF 292 `g � C5 1010.00' 5 . ( X) 19.00 1.78 <br /> 69.27 / J 16 10' PUE " 3�99• N 3,099 SF " 293 I --J ., (MXB) clog 19. 27. 1 .47 " <br /> N83'27'38'�N R 1 { - - ` N7 ^ 304 C9 90 • <br /> - - - -(� Vol .. 3,689 SF (MXB) cl 10 1 4, ,. <br /> 4718' N05 26 391rRI $ I 16 16 C12 10.00 9. 9.1 ' 22,49' <br /> IV W33W <br /> , <br /> 262 \ 0,29 G�O� c+ -- -- __ SO4'S9, 89 C13 1.11' 1' „ (MXB) C111 079.71' <br /> • <br /> 79 79 71 <br /> 3,343 SF o 010PB"Iy 90.47 - �` 1 , --`37�R� J 600 • • r C48 . (MXB) C 112 -J6.70' <br /> 20 ,. <br /> o ` ©o N88'01'018"�V '�► o c1 9.17 16 2746 401.00 Cf 13 , " <br /> 4� - -• �, �` _ 163.41' `O 35• ? C103 pZ C49 40100 ,. C 1 43.10 43. 16, <br /> 3. VICENZA DRI I/E i �� 160.83' ° ° c121 ® x'30` 4 �� c5o 401.00' 1s 54' 15. ,311 , 20 ' - 11:28" <br /> s c " ^, Z ° 50 0�- " " 43 f. 53.94' 1' C121 447. • <br /> 4 1 , ,. <br /> 35, o 520 115f C122 , <br /> z +W G• 'S• N81.30 Z9'� 40.93 C54 01 C51 3r8 ,197 SrSF C52 f 1 f 1. <br /> �c1, 31.01 9.92 1 4 6 V 1726031 <br /> .25 - 40.00 15.65' C53 O' �' `% C120 ° ,o 431.00 29.58 7, 1 1 1' <br /> C123 . , ,. <br /> 4 MASONRY WALL UVNT 1 C56 - - - - . n `CA, 10• 0.27 © Cm 1, 4.36 C124 ,. <br /> SEE NOTE 8 SH 3 " 1� 261 .t�,� S01'17' �0 PUE N05 13 11 E ?4.74' C'� °N88'O22 C54 99. • <br /> ( SHEET 2) - 33 N(R� - ` _fR C5p 2'�Y 18.10 1 •070 " C127 430.00' •68' 22.68' N01'28'55T 03"01'22" <br /> SEE DETAIL 'A", THIS SHEET \N yo <br /> 4.3'33 SF ,ph - ,,� ,� 49 ` 56 00 f0 72 88 91 <br /> / n � roa� " +�'� " 06'55 R -- - 5.26 - C56 , • p C128 430.00' 28.67' 28.66' NO1'S6'22V 03.49'12" <br /> 39 ''� S44 58 32 W(R '�j p " .' o� °� ----� 56.00 9.57 9. " 31.30' 30 0' S7 4 ' <br /> - - 1,� 1 260 259 h 258 h ^ °�• N r� " C59 56.00' 33.27' 32.78' . , " 5 • 141 T 01'3 " <br /> 3,415 SF :� ., 25 7 ^ 256 �, N ,! " c6o , 56. . 1' " <br /> o 2,706 SFR 2,965 SF� 2,999 SF 2,993 SF � ^ 255 0 254 "° ''� 56.E 0.06 O.o6 f "� " 1 " <br /> 56.00 34.73 34.18 3'2757'1Y 3 0 <br /> �\ 576- 3'w.c. 2,900 SF � h 253 . 252 c63 99.00' f8.o6' 18.04' 1• • - , , , " <br /> ? 2,710 SF v� :� ,� 56.00 4. 24.4 11 7 <br /> `--- .- 71.37' .3-W.C. ;,, c`9 2,577 SF•� � C64 99.00 0.53 0.53 " , " <br /> 17.09 ,3 W.C. 3'W.C. C65 56.00 31.59 31.17 S 2' 45V 32'19 17 <br /> ' 1786 3'W.C. c� 99.OID' 17.53' 17.50' 1•f ' " 1. ' <br /> • 40.010' 40�' 40 3'W.C. 3'W.C. 1• " <br /> N84•'Ig20"1y 9422' 6' 3'�Y.C. C66 99, 43 "'IY 01 07 <br /> ('�XB> c1 4-_0•� 40.00 ,� 3�!C. 00 18.06 f8.o4 • - " , <br /> •� C67 99,00' 14.03' 14.02' 7• T 518.00 27.64 7. S75' 4 "1V 04 7" <br /> " 1 J4.05" <br /> " T <br /> � <br /> I' MASONRY WALL A�(AINT. 588'02 22 08 V " <br /> N (SEE NOTE 8, SHEET 2) 684.850{/X9) C68 99.00 4.03' 4.03' 13• �f 1'IY " 1 . 7.7 ' 7.7 ' "1V ')f• " <br /> SES DETAIL "$, THIS SHEET EX. RESTRICTL�D ACCESS PER (B) C69 56.00 92.86 82.58 f f " , <br /> 1 11 11 , " <br /> / C76 99.00' 11.81' 11.80' N7;"l7'MALr W49OWN C151 190,00' T , <br /> VILLA POINT Q C77 516.00' 110.54' 110.33' ty <br /> ' 1'41 V ' " <br /> RIVE C81 ' 14 ' 14 7' . , , , " <br /> 59.0of 11.09' 11.09' ' " C153 f 1' 1' N84'39'33T ' " <br /> C82 19.00' 29.85' 26.87' N41' ' " C154 1 , " <br /> C101 19,Op' 29.85' 26.87' M70'44 40"� 4 <br /> J. <br /> \200 loos �4:34 v , " c156 516. 61. 61. STT 1 '59" <br /> J:\2005\05-079\FM\FM3\FM3 SHEET_3.dwg C102 1.9,()0' 32.78' 28.86' '1 , " �i 157 516• ' ' ' +�, " <br /> • 18 II <br /> SWET 3 OF 4 SWETS <br />