My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
MAPS AND PLATS 38-004
PublicWorks
>
VAULT MAPS
>
Subdivision - Maps and Plats
>
VOL 38 01-50
>
MAPS AND PLATS 38-004
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/9/2016 12:27:00 PM
Creation date
1/20/2016 12:11:35 PM
Metadata
Fields
Template:
Maps & Plats
Supplemental fields
DocCategory
Maps & Plats
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
3
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
dom <br /> TRACT NO. 3264 <br /> SUB0/VIS/01VS OF SAN JOAQUIN COUNTY <br /> gpoEWOOD, UNff NO. 4u <br /> BEING ASURD/VISION OF LOT '0131 AS SHOWN ON 1NE <br /> MAP OF EDGEW OOD, UNIT NO. 1 AS FILED IN BOOK 33 OF <br /> MAPS do PLATS AT PAGE 82 , AND LOT "A'r AS SHOWN ON THE <br /> MAP OF EDGEW000, UNIT NO. 33 AS FILED IN BOOK 37 OF <br /> MAPS & PLATS AT PAGE 7 , SAN JOAQUIN COUNTY RECORDS, <br /> LYING IN SECTION 5, T. 3 S., R. 5 E., M. D. B. & M., <br /> 1/4 SECTION UNE(R6) CITY OF TRACY, <br /> S.J. COUNTY ►�/CTS N0L rR 'j�/ � SAN JOAQUIN COUNTY, CALIFORNIA <br /> n I I . °r <br /> • FOUND 1-1/4 IRONPIPE, UNIT� � I � I I I THOMPS+DN HYSELL ENGINEERS <br /> NO TAG, PER 24--RS-170 I I <br /> lel, �' f, 32--4 I <br /> CITY OMIT UNE •..;.....• ' HELD AS PROPERTY CORNER I I i 45' P G eer E EASLMVVT + I A Dl I/ISION OF THE KEITH COMPANIES <br /> (RI °' pER (R6) I I I I I I I :-'' LN. 89016341 <br /> (R1D) ... <br /> N 88°54'JI" W 256.93'M R7 -•..., 1......- I I I I f I I.N. 89016342 I I 1016 12th STREET MODESTO, CALIFORNIA <br /> N <br /> •' 8805514111 w 766.08,M R7 (R7)(R8) JUNE, 2002 <br /> I I I ,�.. , <br /> I I I I I ' F I ( ( I I 1 , •.5000 50.00 50.00 50.00' 57.00' 50.00' S0 00' 52.02' .! ... <br /> C TY 0 TRACY I I Q 3 I I I -FD W.C. 409 02'(M)(R9) •..3'w.c. . <br /> + I <br /> 400D, FD 3' w.c. <br /> Nt1UEjgGE I + w _ _ _ _ - - - - - — - - - - - - - - - - - - —(RY) <br /> + I 1 Lip 37 ;� � - �► - <br /> 1 1 2 1 3 1 4 1 5 1 I I 1© + + .. g <br /> r� 11 12Q � $ <br /> 1 <br /> I 1 3 4 <br /> I I I 7' + � � o � oo � 5 � oh <br /> I I I I FD CUT "+" !N Q "�! I°• 6 :, 8 -^� 9 2 <br /> + + 1 I I I CONCRETE 5'-6". 2 2 1 © O $ r f � Q• <br /> (R7) _ I I 1 I WC. (R,) ;ExiSTlNG N Z a $ QQD� �/ � <br /> 1 o r „ r EXSTN G <br /> I I ,: 3r9 <br /> R8 1 N 88 55 4 r 10 PUE r � �� -' J <br /> t )� i 1 W 102.3 07(M)(R9) I ( 12 PUE �� <br /> PFR R7 , <br /> _ I l <br /> P <br /> 409 oz M � <br /> R7 - - - R9 R8 <br /> tR8) N 7n N 88°55'41" W ""+ 1050.23' 7 ' - r _r— - (R7)(R8) <br /> • - - _N 88°55'41" W 606.54'(A/)(CALC R9) `V <br /> N (R8 � ��l�(�``� N CHERRY - - - - - N�......•6 1004'19" <br /> �M�tRB� <br /> ........ <br /> I ( I I l� g�' N 88°55'41" W 553.99 M R7 ..N i (R7) <br /> 35 92 50.00 ,45000 50,pp_ 5p OQ ro 50.gO _50 DO 51.Op _ •- -.--- <br /> Z (R7)- <br /> 1 I I 1 32' 32' 0 w W 10I'PUF W w - w w - ' EXl <br /> _ - - + I 9 I �`� o� ` o, PER(R7) �" '►" 101PUE SCALE 1" = 60� <br /> - - 1a = $ � - <br /> A A <br /> g •`. � o, ` PER(R7) <br /> _ _ — — — $� � 19 ,fig 1�' Al g gmeg . <br /> I i oN� � wg 17 < 8 160 $ 15 og 14 o� 9 13 9 12009 11 011 $ 10 0q $ 9 p 10 <br /> 2 i o 4 2 <br /> - - - - �' 5000' ' r <br /> r� 50. <br /> 50 00wwm r <br /> 50 00 50.00 50.00 50.00' 51.00' J 60 00' ' ! <br /> N 88°55'41" w 573.07'(M)(R7 57.07 <br /> U (R7) <br /> q9, 9� o <br /> �+ b 12 <br /> 4 <br /> 9 No ,�T A, 2 DATA. .._ <br /> o <br /> 13 t� ►, DDD, Lor i <br /> 1 50 <br /> 2 7250 <br /> 3 7250 <br /> - - 4 7250 <br /> "++ <br /> 58265 <br /> 1 _ NOTES: 6 7250 <br /> 7 7250 <br /> 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. 759 5707 <br /> O <br /> 2. SET A 5'6" WITNESS CORNER, ON LOT UNE PROJECTION 10 6000 <br /> FOR LOT CORNERS FACING A ROADWAY. (CUT "+" IN 11 5100 <br /> 15 I CONCRETE SIDEWALK.) 112 5000 <br /> 3 5000 <br /> OF BEARINGS <br /> 32' 3 SHETGEN <br /> 2 FOR AND A DONAL NOTES, REFERfNC£S BASIS D. 14 <br /> 15 5000 <br /> 32' 16 <br /> /���y 17 5000 <br /> pEO�l <br /> I" i 1 <br /> (R7) 535J <br /> DRI <br /> 32 32' <br /> \207200\U040\s3-00-fm.dwg 08/12/2002 07.•46 D.D. SHEET No. 69 <br /> SHEET 3 OF,3 <br /> - <br />
The URL can be used to link to this page
Your browser does not support the video tag.