|
•
<br /> TRAcr No. yrs
<br /> OLIVE GROVE 13s2 , a) S89.26'09'E 188.40'AI B) FD s.,/.co. BOLT AND WASHER SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> DRIVE 555`;04 B) s2•1S C • 3'W.c.40.55' , Wlrl�l eRAss DISK IN MMUMENT
<br /> 1O 29 E .Bg 61, 3'w.c. 58.27 3w.c. 80.86 311!C. WELL AT SECTION CORNER (B) DESTINATIONS, UNIT NO. 3
<br /> LOT ii S Jc ii �+ N1 21.89 3'W.C. 5
<br /> u I.. A
<br /> \ � � w � ,�\/ , l�� M BEING A SUBDI VISION OF LOT F AS SHOWN ON THE
<br /> o �� I j
<br /> 1 k 2,32 " FINAL MAP FILED IN BOOK 40 OF MAPS AND PLATS, A T
<br /> O -
<br /> 8 c �� 229 ^ 230 2,839 SF h 3 865 SF '� 1 ao
<br /> • PAGE 84, SAN JOAQUIN COUNTY RECORDS, LYING IN THE
<br /> '�
<br /> J. SF 2,837 SF ' ��
<br /> 228 ^ 10' Pu£ - ^ ,► ,
<br /> -, = NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 2 NORTH,
<br /> SCALE:N � 2,967 SF � 1 40
<br /> l _513.58'36"E(R -" •2' C23 \ 233 RANGE 6 EAST, MOUNT DIABLO BASE AND MERIDIAN,
<br /> N86'09'02'� 1��CJ o N 13'42'12"W R __- C21 ���, 3,865 SF
<br /> 32.00'(MXe� - - -_( � -- C2o 4 ,�8'200E R CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> w S22.30'45"E R / C18 +� N �' \ •36'oO of APRIL 2006 _ '
<br /> $ m - - C1 s i '9 BEL L UNO DRIVE �� �� N��:,01 SCALE. 40
<br /> g �• 18.19 ,25„E R� N •� n 46.12 ° N11 �,
<br /> •- SOS 14_._ _ --- - to ®s89.2s o9 ® 64• M.C.R. ENG/NEER/NG
<br /> 276 A'• ' M 9 .41 c118 R 147 N89.26'09"?�YY
<br /> ,Zg'31"EtR� 86.?.Z ,1 S E(R ® o N06 03 16 wC $ C N } N
<br /> 16 { 16 SOS --- N1x1628.
<br /> '78 25 5 ° 24• ® - C1 13.72 234 1242 DUPONT COURT MAN TECA, CALIFORNIA
<br /> w
<br /> �� C15 N 31 ,41 ,�� __ r �-10' PUE 16, { 2,729 SF
<br /> _ x•03 '04 V N 16'11'12"W(R N87 12'43't NOTES: » »
<br /> " " 235 SF 0 N r16 I - - - _ ' . 327 - = • SET 3/4 X 30 IRON PIPE TAGGED
<br /> 1. ALL LOT CORNERS.
<br /> T S 14 18, C114 ; S c ,o� .�582•08�52'1") o, s3.4o
<br /> LOT _ L.S. 7079 UNLESS OTHERWISE NOTED.
<br /> °® � 1x16 4 �� � oo u� 3,417 SF I � ; ►� ,�
<br /> w
<br /> 0 0 0 .--- �5 .91 312 N^•�• l $ 2. WITNESS CORNERS: FRONT LOT CORNERS, SAW CUT '+' ON
<br /> © 9 17.66 C98 C1 -� ° 16' 3'2'� N86.09'02'� b N 235 g SIDEWALK AT 2.00-FOOT DISTANCE FROM LOT CORNER ON
<br /> 147.99 16 H86•09 02'� , �0- Z 2,719 SF LOT UNE PROJECTION. REAR CORNERS. SET 314" x 30" I.P.
<br /> N86009'02'� G9� r �``' 64.00 }
<br /> _._- ,11 E� w � ,v ® �� • w `� '�� N8T 1243" � TAGGED L.S. 7079 ON LOT UNE AT OFFSET INDICATED.
<br /> r24 S 311 ;Y, o ► S 8 326 I g � 72.05'
<br /> •� I `' �N86�18'28"W(R) " 3. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT CONTAIN
<br /> 15-12'19L 07'20'15"E(R) :� 3,443 SF " r-I o 313 g 2 560 SF w\ -- A WI 7NESS CORNER ARE FROM LOT CORNER TO LOT CORNER.
<br /> 32.00 - - - - �d z`� '� g ' ol 2,560 SF ' I 16 v , $
<br /> 298 • 299 N86.09 020E , S86•pg'02"W ..,,I 236 g 4. SEE SHEET 2 FOR ADD1 T7ONAL NOTES, REFERENCES, LEGEND,
<br /> 16' 16' 64.00' { z1 586'09 02"W 2,897 SF AND BASIS OF BEARINGS.
<br /> g 3,859 SF " 64.00' w " { N , IV8712'431�
<br /> M ${ w N86'091021Eg $ • $ g 325 , g �, 72.16'
<br /> 64.00, 310 >- S 314 •4 g 2,560 SF �'
<br /> g 2,560 SF
<br /> `M w w N86.09D2'� ` 2,560 SF • `D o 237 $
<br /> 2,97 N $ $ 6'09'02"E N86'09 01 I " ^ N g I 2 871 7
<br /> SF
<br /> LU300 I 64.0o I " p { NS oo' w 64.00 I w I '43'�
<br /> I 2,880 SF " I " I w g°f. 10 PUE-718$ N {� N8712
<br /> $ 309 �. $ - 71.42
<br /> I N86'09 02' 2,560 SF g g I 315 4 324 I g 4---10' PUE "
<br /> X
<br /> 64.00' g � g � 2,560 SF g 2,560 SF ;., $ � ��� �; MON. (Y) (X) MON. (Y) ()
<br /> ui I w
<br /> N86-091021E I S86'09'02'tiV I 238 g " �i� �� W. NORTHING EASIING N0. NORTHING FASTING
<br /> 296 • 64.00' I w w I S86'09'D2'tiV I g I 2,841 SF
<br /> w • 1 301 lei 10' PUE ' N ,pp' " ku 64.oo' w '`' 7"1243 , ® 2207888.79 6326691.U8 ® 2zo7826.71 6327015.97
<br /> I 2,56o SF w + -"I g 1 N 10' Pu£ • S 18 r
<br /> $ 308 I g N w g 323 {� 70.68' �� O 2207768 66 6326699.17 © 2207457.83 6327040.79
<br /> N86-09"02T ciN 2 560 SF g 316 g S'• 2,560 sF I g " � <�
<br /> p p " I ;� I I y w I $ I j f� ® 2207769.85 6326716.79 ® 2207450.91 6326938.03
<br /> a•- u x-10' PUE N86'09 02 E I 2,560,SF M16-09'02'T 239 g jf� �� 2207781.15 6326776.12 2207450.018 6326887.36
<br /> 295 $ 64.00 N8iro9 021E 41 2,812 SF
<br /> W S I III
<br /> 302 ';� I " � .W .pp, w 64.00 , „ I N87r12'43T �' 2207805.62 6326852.66 ® 2207450.30 6326880.94
<br /> 2,880 SF w +7 3D 7 I 1 J {_ w I w ' >
<br /> » g 2 560 SF g • g $ g 322 14 { I 69-94 © 2207759.53 6326860.14 © 2207455.80 6326720.22
<br /> &I N86.09 02 E g o I In � { 317 2,560 SF I I " 1 6326875.56
<br /> �{ 64.00' w N86.09'02"E � I 2,560 SF N 240 $ ® 22078 2.94 ® 2207456.49 6326699.96
<br /> 294 � w I $ 64 00' S86'09'02"W S86-09*02W 2,777 SF
<br /> w
<br /> w , 64.00' I 0) 16' � S77-4 7'51�w(R) © 2207827.16 6326969.85 © 2207759.91 6326569.14
<br /> ti • I 303 �. w w 64.00 w " " N8712 43'1
<br /> y 2,560 SF g 306 I g °� " '22 321 I $ ��'' 68.14'
<br /> » Ig gI 318 • g
<br /> N86'o9 02 E g 2,560 SF g 2,560 SF I g g "' \
<br /> I p p. ,02 I w� I 2,560 SF v�•� 241 g TALE TA"
<br /> OI N86'09 N86'09 02'� O . to
<br /> w 64.00' I w I•-- S66'09'02V ,..{ g - \ 2,565 SF `� CURVE RADIUS LENGTH CHORD CH. BEARING DELTA CURVE RADIUS LENGTH CHORD CH. BEARING DELTA
<br /> 293 �! I ; " .�• 64.00 I N 7,12,43»E C14 19.00' 31.38' 27.93' S51'09'44*E 94.37'33" (A/XB) c85 284.00' 32.81' 32.79' 715'17V ' "
<br /> 16' 16' 191 304 `Q I to C15 00' 37 78' 37 74' ' ' " (M)(8) C86 1900' 2838' 25 82' N46' '34'1V ' "
<br /> � � --� � ► � 320 I ,, so.os .
<br /> 32.89• 3,611 SF o 305 I N I 319 2,909 SF "� , to C16 316.00' 52.j1 52.25* ' ' " C87 19.00' 29.85' 26.87' N41' ,0 ,E »
<br /> 0. , , v; { 2,923 SF ) 16 I C17 316.00' 22.18' .18' ' *20'* CM 19.00' 28.95' 26.23' 5472936" 1 ' "
<br /> 27� X10 �UEI � 3,250 SF 16 16� 501'08'15"E(R) `g 10 PUE { � 2�!2- - - - - - 1 `t C18 316.00' 30.13' 30.12' 1' 05"27"47" C9519.00' 31.77' 28.20' N44'0320*E ' "
<br /> tea, 47.16' 44330• y C� c, 3,087 SF ^ C19 9 .00' 13.74' 13.73' 7 '1 " C96 19.00' 27.92' 25.47' S45'S6W*E '11:24"
<br /> " " co 588'02 22 '� 68.00 S6_T58'S5"E() c"a C20 ,pp' 9.91' 9.91' 05*40 " C97 1900' 28.69' 26.04' S39'24'24V
<br /> L DT S20 11,197 SF +�` 9o.4s c129 , N86•o9 02 - _ , »
<br /> co ^ 103,pp' �s'� C21 99.00' 3.83' 3. ' ' " C98 266.00 48.23 48.16 N7728 07"E ) 17
<br /> 0 o N88 02 22"11! �ry 187.52 •- _ ® C119 ®^ 86'09'021E "�- ° ® ,��y'�/ a �r,p C22 56.00' 113.91' 95. 7' ' " C99 266.00' 46 73' 46.67' 7 7'47 1 "
<br /> 1 N7 3 *E 0'03 56
<br /> 0.27 © 1so.�3 h „ V/CE N86•Q9 02IE °� ,�y NJ , ?s c23 ' , » cloo , , , , , »
<br /> NZA OR/VE s 42 S00 DO 34 E� 4 61 „ , » G'� j 10 WIDE CITY 56.00' 28.49' 28.18 7 266.00' 1.50 1.50 N7226 'E 0019 1
<br /> S88'02'22'� �`1' 187.52' C45 C4 • 2350£ WATER SENT C24 56.00 29.44 29.10 ' V07'20'v C114 250.00 60.55 60.40 N79812'450E 13'5 '34"
<br /> �•� - �'�� - '��' �•�' 22.26' C47 C46 C43 22•g�94 C1�Z \ OFFERED FOR C25 56.00' 27.88' 27.59' ' ' 1' " C118 300.00' 95.76' 95.36' S81'25log"W 18.17' 3"
<br /> - - - X44 17.99 » »
<br /> 10' PUE '1 '07"W R C1 \DEDlCA110N C26 56.00 28.10 27.81 C119 500,
<br /> DO 50 70 50 68 N 03 20"� 05'48 36
<br /> " " /LV03 9 -( a ` \ 243 C29 99-00' 24.54' 24.48' '11 1412'18" C129 484.00' 22.91' 22.91' 58730'24V 02'4243"
<br /> 253 $ RR 251 •"� w ""� w Q °� ^3 i 4,878 SF ci0 99.00' 11.51' 11.51' 7 1' ' " Clio 56.00' 35.50' 34.91' NO3'51'30*E 36'19'11"
<br /> 252 ^ g 249 24U i� 247 % N w°'"� �' �� �''� \ C31 99 00' 13 03' 1102' ' 7 ' " 56.00' 27.96' 27 67' N36.19'22NE 28.36'34"
<br /> 250
<br /> 0 2,560 SF o `O 2,560 SF 2,560 SF 2,560 SF 2,561 SF "� 246 ^ ' v c 244 » . ,
<br /> c� h o 2,620 SF•.. 2,674 SFA ' 245 °� � 3 733 SF \ C32 99.00' 18.06 18.04 1 7 56.00 26.33 26.09' N64 05 460E 26056'14"
<br /> 5t � 2,898 SF \ C33 99.00 14.43' 14.42' 1'J4 1'11" 56.00' 18.61' 18.52' N8705'01 OE 19.02'17"
<br /> 3'W.C. 3 W.C. 3'W.C. � � " »
<br /> • 3'W. \ C34 99.00 3.63 3.63 1 1 19.00 34.19 29.76 N5610 10J1V 103'06 43
<br /> 40.00 40.00 40.00' 3 W 00.00 C' , 3 W.C. 3'W.C. 3'W.C. C35 56.00' 108.40' 9 . 5' 1' ' » 234.00' J. J. . , »
<br /> T- 40.00 53.22 34
<br /> W.C. 11 1 12 N04 13 53"IV 00 45 51
<br /> 588.02 22' 74.62 3 W C• » 266.00' 18.58' 1858' N05'51'03"IY 04'00'10"
<br /> 684.85(MxB) 19.15 C42 99.00 18.06 18.
<br /> EX RESTRICTED ACCESS PER (B) 1' MASONRY WALL ANNE C43 99.00' 17.14' 17.1 ' 1'29 '17" C146 19.00' 27.08' 24.85' S32'58'50wW 81'39'56"
<br /> (SEE (VOTE 8,»SHEET 2) � C44 99.00 0.92 0.9 1 1,. »
<br /> 284.00, 83.03 82.73 S82'11 19"IV 16.45 03
<br /> SEE DETAIL IB". SHEET N Z C45 516.00' 52.32' ' ' ' ' " C148 284.00' 50.22' 50.16' S78'5246V 10'07'56"
<br /> VILLA POINT DRIVE C46 516.00' 34. '1 C155 250.00' 46.77' 46.70' 1 N09.12'30*W 10'43'04"
<br /> C47 516.00' 17.74' 17.74' ' 1' 1' '1 »
<br /> So
<br /> 10/30/2006 14.43 J =J 224 rl �'
<br /> 2 SHEET 4 OF 4 SHEETS
<br /> J.\2005\05-079\FM\FM3\FM3 SHEET 4.dwg
<br /> •
<br />
|