|
r
<br /> f •
<br /> TRACT N0. 2642
<br /> LOT AREA DATA CURIE DATA SUBDMS/ONS OF SAN JAAQU/N COUNTY
<br /> LOT J5 -672T
<br /> -j6- 01 ® C R DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING
<br /> C,7 �� 2 25055'32" 1450.00 656.10 650.52 JJJ.77 N 43 13'07" E
<br /> 5714
<br /> o� �� � 3 j4'2642" 1450.00' 871.70 858.64 449.47 N 38 57'32" E NCH,
<br /> ` 9 23 2922" 1398.00' 573.14' -36-913' 290.65 N 44026'12" E
<br /> �,�'� �� 12 02025'40- 1398.00' 59.24' 59.23 29,62' N 38 26'39" EUNITNOA, 15
<br /> h'-��� �� �� 13 02 25'40" 1398.00' 59.24' 59.23' 29.62' N 40 52'19" E
<br /> 13986 5698- .00' 59.24 59.23' 29.62' N 4J'18'00" E
<br /> 9 5712- ��' �� 15 02 25'40' 1398.00 59.24 59.23 29.62 N 45 43'40 f BE/NG A SUBDMSION OFA PORTION OF
<br /> N\ -Z, 16 02 27'32 1398.00' 60.00' 60.00' 30.00' N 48 10'16" E
<br /> `'O c�\ 17 03 41'19" 1398.00' 90.00 89.98' 45.02' N 51 14'42" E SECTIONS 21 & 28,
<br /> 5712- P 18 0J 05 32" 1398.00' 75.44' ---75-44' ---j7-73' .N 54 38'07" E T. 1 N., R. 6 E., M. D. B. & M.,
<br /> / j 19 J4 26 42 1398.00 840.44 827.84 433.35 N 38 57 32 E
<br /> \ N=Z, l3z 7 24 15 14'21' 1298.00' J45.2J 344.22' -F73-.-64-r- N 40 01'03" E
<br /> ` 19 18 m� E_ �,32rc,3og,�s� P7 02 25'40" 1298:00' 55.00' 55.00' 27 CITY OF STOCKTON
<br /> OV .50 N 38 26 39 f ,
<br /> i / GO ��_ „� 28 02 25 40� 1298,00 55.00' 55.00' 27.50' N 40 52'19" E S1AN ✓QAQUIN COUNTY CALIF
<br /> ORNM
<br /> ' �N 36°54'39" w R ��;� 29 02 25 41 1298.00 55.00' S5.00� 27.50 N 43 18'00" E
<br /> S ___ _( ) �, 30 02 1'40" 1298.00' 55.00' 55.00 2750 N 45 43'41 E THOMPSON-HYSELL ENGINEERS
<br /> O z 31 b0'4 1'43" 1298.00 15.75 15.75' 7.88' N 4 1 T21" E
<br /> / 32 0 42'09" 90.00' 12.10' 12.09' 6.06 N 43 47'09" E
<br /> `oi 33 102 4821" 60.00' _T0-7 66' ---§J--.79'
<br /> ----75-.17' N 88 39'45" W
<br /> 6 " - „ 1016 12th STREET MODESTO, CAUFORNM
<br /> • C� ' Q• °D �? � � ,� V� ate- 34 31 09 22 60.00 32.63 32.23 16.73 N 55 30 46 f
<br /> 5 J W �fy Ol
<br /> O PGG' '�ti oo-J 7 w ld� ``'ti �, o�tiO`� �'�d, 36 J0 20 24" 60.00' 31.77 31.40' 16.27 N V88015'16" W
<br /> MARCH, 1996
<br /> 52 25'46" W
<br /> s- �� o- 38 21 32'33" 127J.00' 478.63' 475.82' 242.18' N 41-01'J8"' E
<br /> 16 �A _ \\ Q _ 112 ooh I s,o_ \
<br /> ti
<br /> 21,70' NOTES
<br /> Lop,-o 8 281.30'
<br /> X10 o y d\ 4 ,�ti \ 1. ALL 0/STANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> 15 �•. t s
<br /> O �$�o��� / �0�` �%� lti "-'bso 24.93' O'�p 2. A 10 PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> w�• / �9 w $. 02h6 ,p6 `A> >s oo \ kh p� '�_ �� ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> ti„ ,9 3J /° ^�°' g;i�r, �'Q✓���� �_ o O , � i3s� J. SET A 5'6" WITNESS CORNER, ON LOT LINE PROJECTION
<br /> CENTERLINE COORDINATE DATA FOR LOT CORNERS FACING A ROADWAY. (CHISELED
<br /> G so J�. p �i s 4 3
<br /> 0 moo `fl o�J O / �'s '�`��• / -p 2/r! h 4 l�l�k�' `fir
<br /> IN CONCRETE SIDEWALK.)
<br /> oo. / �) h /, / 2 ti k N=2 155 157.267
<br /> s�0 l` \ 1 \ 0[E=6,325.739.874 4• EACH LOT SHALL BE DESIGNED AND MAINTAINED TO PROVIDE
<br /> / s y��,��� / °,��, / gyp•h�� �.r� 4 � \ k ,�p0 Q J. o yPROPER DRAINAGE WITHOUT CAUSING SOIL EROSION OR
<br /> ` s \ N=2 155 350.8631DRAINING ONTO ADJACENT PROPERTY ALL LOTS ARE TO
<br /> rt, ©9/ / ?' `/ �I / 3.¢r�ss�: \ �S \ \ -,� ,p 2 l�l2i Ja,�'o_ OI E=6325834.281 OP-41N FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> �, ` �© 9 1 �� 5. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM19-88.
<br /> "moo r- p' ® © 6 9 p p0 l�. Q N=2 155 261.685
<br /> ��, ® -J �j o k�Z /i 61 \ k ,p0 1 a�, l f f=6 325 987.160
<br /> s moi_ k y �� 0 6. ALL REFERENCES ARE TO SAN JOAOUIN COUNTY RECORDS
<br /> 33 !- ��= g0 64� �ti \ ,y \ °�h,' �' E O N=2 155 620.619 AND BOOK OR VOLUME PRECEDES PAGE.
<br /> (�� `�`°° `�"�°
<br /> 5 �- / /
<br /> '� / sQ, �, Q, /; ti� „�,° -J�``��_ , �`�_ \ / k9 1p0 ®LN=2 155437.642 LEGEND
<br /> ti ,
<br /> 6 �.
<br /> k / �.� o \ - 6 326 476.576
<br /> k / p 0 �s
<br /> ° . I. s •� 4 ,� ..35 �\
<br /> ° 1 9
<br /> / h k d': '1'J 40 �, 32 01 �q gh .�.�°ate s� a_ �a ) 6 `.\ 7 N=2 135,177.1481
<br /> o '' /J �b ©/ / -'b ' kh h o'- c�` 2 ' J 0 0 \o O E=6 J26 232.170 -��}- FOUND AND ACCEPTED 314" IRON PIPE TAGGED
<br /> o ��' 'J` / �`�1 /® J�`� `s•'-� R�1� `, ���_ �` y°p�% Q q,") � \�@. . L.S. 4876 R1 IN MONUMENT WELL UNLESS NOTED OTHERWISE
<br /> \ 3 ,' Q Q �b '�o: �9 ti p ,, F, i 2 2y o
<br /> ( )
<br /> 0 �a� �. r' / 9 FD. CITY OF STOCKTON CONTROL MONUMENT, 2 1/2" BRASS
<br /> ` J \ - i 6s A ,ah ' DISC IN MONUMENT WELL, STAMPED AS NOTED (R3)
<br /> r�J y !!`ro O4/ 5` �� h,' q-.�.o yp,a9 --®- SET 314"X 30" IRON PIPE TAGGED L.S. 4876
<br /> "cam , / .. 'r•�e rp 5�'�'s h�' �, ; 9 IN MONUMENT WELL
<br /> ° / 4 ��� 37 a� a SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876
<br /> °/ s /19 ° \ �,� / 3o 9� ,o h 6p� o�op��� 0 QJ' y ` / s_ c �y2' ��S J8°4933" E
<br /> 0 ? O hi sir, , , ©/ _ 0k �yp6 (R) I 'SET LOT CORNERS IRON
<br /> NLESS TAGGED
<br /> IS SN 4876 AT ALL
<br /> 68 s��` ° -J� :t�J 11 y �'QJ 3B / 0 5 E NOTED
<br /> +�,p-- • q?o / 6• , � goo G �
<br /> N 68015'49" W � ' �� f , 1y0 lD,�Sc�' Q / \_V CURVE DATA 3' W.C. L�S. �6C AT R.- SETET 112 NX 30" IRON PIPE TAGGED
<br /> 29 �1�� sem- / ,P`_/® CURVE DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING
<br /> 39 / © 52 40 28010'14" 1248.00' 613.60' 607.44' 313.13' N 35 49'18" E N=2 153 535.135 CALIF. COORDINATE'S-8J, ZONE 3
<br /> 47 02 49'52" 1248.00' 61.67' 61.66' 30.84' N 3 49'22" E E=6327 497.231 (CENTERLINE & CONTROL 'MONUMENTS)
<br /> 48 02-48'-O2 ' -124-80--07-------610-O'. . 6-0 99 J0 51 N 40 38 19' E
<br /> 49 02 48'02" 1248.00' 61.00' 60.99' 30.51' N 43 26'21" E S.J.C.R. SAN JOAOUIN COUNTY RECORDS
<br /> 50 02 48'02�� 1248.00 61.00 60.99 J0.51 -W-46-"71-4'2J'0'�� E O.R. OFFICIAL RECORDS rip � 151 51 02 16o 1 1248.00 49.38 49.38 24.69 -W-4-8a-4 25 E
<br /> �1 ,y0 „ ___ . R.S. RECORD OF SURVEY
<br /> 52 08 D 1 27 90.00 12.60 12.59 6.31 N 41016'17"' W I.N. INSTRUMENT NUMBER
<br /> S k , 53 05 42 46 1650-00'- 164.52 -F64--4-5--7--A2-.JX N 42 25'38 W (R) RADIAL BEARING
<br /> 54 00037'13" 1650.00' 1786' 17.86' 8.93' W-4455-825- W
<br /> 6 h�k ( 55 O 1 54'35" 1650.00' S5.DO' 55.00 27.50' N 43 42'31" W P.M. PARCEL MAP
<br /> � 50 56 O 1 54'35" 1650.00' 55.00' 55.00' 2750' N 41 47'55" W M&P• MAPS AND PLATS
<br /> 57 0101 '2J" 1650.00' 36.66' 36.66' 18.33' N 40 12'26" W (M) MEASURED ON THIS SURVEY
<br /> t 58 0101375-e7". 1650.00' 35.49 35.49' 17.74 N 40 11'13" W WC. WITNESS CORNER
<br /> SCALE = 60� o ° 59 00 39'35" 1650.00' 19.00' 19.00' 9.50' N 39 54'03" W
<br /> N O 60 00 34'21" 1650.00' 16.49' 16.49' 8.24' N 40c'31'01" W P.U.E. PUBLIC UTILITY EASEMENT
<br /> 4' 2s-/ G� 61 -U8-'0'5-9'18" 1625.00' 254.93' 254.66' 127.72' N-4-4 03'54" W 20 CURVE TABLE REFERENCE
<br /> 01-. 62 O1 13'56" 1675.00' 36,02' 36.02' 18.01' N 400,1'13" W
<br /> 63 _j6 05 55 1600.00' 170.30 -1 7-0-22 85.23 N 44 02 05" W
<br /> 9� CENTERLINE COORDINATE REFERENCE
<br /> 64 0205624" 1600.00' 1 82.10' 82.09' 41.06' N 45036"50"1 W
<br /> 1 �'J 65 03 09'31 111600.00' 88.20' 88.19' 44.11' N 42 33'52" W � RESTRICTED ACCESS
<br /> l.V 66 2.5006'29" 1045.00' 457.94' 454.28' 232.70' -W-38-f3-l'09" E
<br /> GJ 71 03 00'56" 1045.00' 55.00' 54.99' 27.51' N 3 43'50" E
<br /> 72 6J-'W-56- 1045.00' 55.00' 54.99' --f7--51-7 N 4004446"" f REFERENCES
<br /> 73 03 00'56" 1645.00 55.00' 54.99' 27.51 N 4304542" E CES
<br /> 74- 0000'56'" 1'1045.00' 55.00' 54.99' 27.5N 46046'38" E
<br /> 75 02 47'17" 1045.00 50.85' 50.84' 25.43 N 490404P E R1 RECORD PER. WESTON RANCH UNIT NO. 12, M.& P. 31-96, S.J.C.R.
<br /> 76 27 17'42" 1020.00' 485.91' 481.33' 247.66' N3-9'56 45- E f R2) RECORD PER: BOOK 30 OF SURVEYS, PAGE 77, S.J.C.R.
<br /> 78--20-71-0-71-2""-- 1020.00 359.07 35ZZ2 181.41 N 43 u 10 JO E (RJ) RECORD PER BOOK 33 OF SURVEYS, PAGE 20, S.J.C.R.
<br /> BO 15 44 25 995.00 273.35' 272.49' 137.54' N 43 18'14" E
<br /> P. f43238�UN/T15-J OWC 4/25/96 D.D. SHEET NO. 34 97 4105427" 1450.00 1060.57' 1037.08' 555.26' N 7 08'06" E
<br /> SHEET 7 OF 7
<br />
|