1
<br /> s
<br /> TRACT NO. 3240
<br /> -BASIS_OF BEARINGS: Iff AM T �- p,ry�+�r SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> THE LINE BEARING NORTH 0002728" EAST, BETWEEN CITY TAB �'• .- SUBDIVISIONAW AF MAORk As
<br /> OF TRACY MONUMENTS "GPS-14" AND "GPS-15" OF THE LOT SF SUMMARY:
<br /> CITY OF TRACY GRID CONTROL, AS CALCULATED FROM THE WO 11075
<br /> &m w L/it OUm%A GA RAlar' RA NCH,
<br /> CITY OF TR4CY REPORT ON GPS SURVEY PREPARED BY 101 13477 5 LOTS 1. 11 ACRES_
<br /> ASSOCIATED CONSULTANTS GROUP, INC. ON FILE WITH THE 118 8387
<br /> CITY OF TRACY PUBLIC WORKS DEPARTMENT, WAS USED119 7348 TOTAL 1.11 ACRES (GROSS) UNI gig NO. 7
<br /> AS THE BASIS OF BEARINGS SHOWN HEREON. COORDINATES 120 8278 (UNIT NO. 7)
<br /> SHOWN ARE BASED ON THE CITY OF TRACY MODIFIED
<br /> GRID SYSTEM.
<br /> BEING A SUBDIVISION OF PARCEL 16 AS SHOWN ON THE MAP OF
<br /> ELISSAGARAY RANCH UNIT NO. 2 AS FILED /N BOOK J6 OF MAPS &
<br /> _REFEREINCES• r„�J\��r) PLATS, AT PAGE 17, SAN JOAQUIN COUNTY RECORDS LYING /N THE
<br /> M.&P. 34-98, ELISSAGARAY RANCH UNIT N0. 1 , ���\1 J" .
<br /> (R2) M.&P. 36-17, ELISSAGARAY RANCH UNIT NO. 2 r I J�ji�r�� \� r r SOUTHEAST QUARTER OF SECTION J4, T. 2 S., R. 5 E., M. D. B. & M.,
<br /> (R3) RECORD PER TRACY MODIFIED COORDINATE SYSTEM r J J\J J t r /f CITY OF TRACY,
<br /> PER ASSOCIATED CONSULTANT GROUP INC. (� , SAN JOAQUIN COUNTY, CALIFORNIA
<br /> SCALE I" = 50' THOMPSON-fffSELL ENGINEERS
<br /> FARCEPL 2 A DIVISION OF THE KEITH COMPANIES
<br /> 1016 12th STREET MODESTO, CALIFORNIA
<br /> ONTAUBAN N STREET N , „
<br /> MARCH, 2002 '
<br /> N890 ,47„W 10592►- (R2) 15 (R2) N85 34 42 E
<br /> •- N89 3 . -•••
<br /> - -- - -••.. _ -Q------ s 16 (R2) ..._- 68.2_6 M --.... .. � •
<br /> (R2) (M)(R2) (M)(R2) ro -- ._�-..._ (R 1) i C
<br /> �A, N N89°36'47"W N `�� O0 tires Z 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> 57.92' - .+ G + O -+ �s� "� \J r 1'� 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED ALONG ALL
<br /> I `°ti 2� 55.00' � J STREETS AS SHOWN ON THIS MAP PER (R 1) AND (R2).
<br /> o'ooI�(� r J. SET A 5'6" WITNESS CORNER, ON LOT LINE PROJECTION FOR LOT
<br /> o + / T'
<br /> 2.92"1 + I� r I J Jr \J(�, _ CORNERS FACING A ROADWAY. (CUT "+" IN CONCRETE SIDEWALK).
<br /> c°o 28' .(N 0°23'13" E o , „ Z 30
<br /> �i EXISTING , I I J\J� J 4. THIS MAP REFERS TO APPLICATION 1-99-7SM.
<br /> ll , , 20.00'(M)(R2) w W�� 10' PUE N8 22.272E N J ,� 0
<br /> J' I-f 28 • 28 + �,i (R2) (M)(R2) I t�1 �r J 5. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK
<br /> (R2) I , '8 o ^ �u w OR VOLUME PRECEDES PAGE.
<br /> 6 II �5%��R� o ^i 9 '.� �, /20 II J/ 6. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT CONTAIN A WITNESS
<br /> 00
<br /> N h
<br /> W O iJA fi CE1 CORNER ARE FROM LOT CORNER TO LOT CORNER.
<br /> 7. DIRECT PEDESTRIAN AND VEHICULAR TT?AMC ALONG 174E BACK OF
<br /> LOTS 100 AND 101 IS PRO14/617ED AND SHOWN THUS: /////1_
<br /> J 14 5 ?� 65.00' 84.60' I .LEGEND:
<br /> 13 N 8903647" W 149.60' + 30� 1r�J J✓ -�--- FOUND AND ACCEPTED J14" I.D. IRON PIPE TAGGED
<br /> Q + \ NJ600828"E(R) (R 1) l���r� F R.C.E. 32158 (RI) OR AS NOTED
<br /> \ 8.48'--
<br /> C, : �_ I r
<br /> o �� 18.3.9' I I j Jr� \�(�, J ��J -*--FOUND AND ACCEPTED 2 1/2" BRASS DISK STAMPED
<br /> yr1� N55 28 J8 E(R) r \ /4 R.C.E. 32158 R1 OR AS NOTED
<br /> cI l� / - 22.00'(M)(R2) 12 00 EXISTING I l �J 1� rJ J_ -r ( )
<br /> Al`f J �4 10' PUE I I �`�/ 1 SET 1/2" x 24" IRON PIPE TAGGED L,S 6953
<br /> J Jr \ J\0, -' l r a� •(R2) N89°16'50"E(R) (R 1) 9 17 J\/J AT ALL REAR LOTS CORNERS, UNLESS NOTED OT7YERWIS'E
<br /> j J ,-, r ,. J I / J 2 �► ,►
<br /> FOUND AND ACCEPTED CHISELED + IN CONCRETE
<br /> jJ �' 6•� J - F i�RCIP- 7 AS 5.5' IV C. (R2)
<br /> �P / (R2) W - �O, r `.� PUE PUBLIC UTILITY EASEMENT
<br /> x 10' PUE S J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> ,► / �ti��a (R2) °12'20��W(�) _ 3 f9 / -w- _ -- (M) MEASURED ON T711S SURVEY
<br /> FD. 2 BRASS DISK /N i \ N77O ! /� W.C. WITNESS CORNER
<br /> MON. WELL (GPS 15)(R3) ALOACOURI?OU M. & P. MAPS AND PLATS
<br /> O , _
<br /> N=447420.674 ' Z 6 q G�� l R 1
<br /> E=1735377.029 �`r \`�:QJ 10 / P�' - �A� ( ) 0.R. OFFICIAL RECORDS
<br /> 117 // ST �"' RESTRICTED ACCESS
<br /> 102 10-
<br /> CURIE-BATA TA-Bl ': -
<br /> �� 18 NO. DELTA RADIUS LENGTH CHORD CH.BEARING
<br /> 1 07°14 09 222.00 28.04'- 28.02 N 85 59 42 W (M)(R2)
<br /> N / 2 12 0°V 2 4QT r 278.00 58.44 58.33 N_881"2-j W M R2
<br /> __�/-. -- _-- -- _-- _- y_ ,-- _ �,y . , moo, i 3 59�4� 220.00 227 43 217.44TN 20 11 38 E )(R )(R
<br /> f -- • 4 Ti, 25 40 50.00 118.18 92.53 N 15 44 56 W _(R2)
<br /> W I - ' i (R2) 5 7004-9-3, 40.00 49.45'- 46.36'- N 48, 03 0'�W `)�)
<br /> _ i 6 13 01 2r8� 222.00. ___r0-46 50.36 N 06 -7 31 W M R2
<br /> 7 07 304"- 278.00r 34.21 34.19 N 85 54 1 O-ff W
<br /> y�\�1 - - •(R 1) o� 8 04059`T3_6 278.00 24.23 24.22'_ N 88 04 30 E
<br /> o I 1819 (TIE) ��g 9 22 1° 2 9 220.00 85.30 84.77 N O1 4, 1 0"E
<br /> N 27055`,58 E �� - �o/�i 10 52 00 5 220.00 142.13, ---TJ-9.67r- N 31 8 _2
<br /> 11 52 41 04, 50.00 45.98 44.37 N 25 37'-22 E
<br /> 103 � � 12 53 08 1212 7r 50.00 46.37 44.73 N 27 1° 7 21"�W
<br /> 13 29u36'15 50.00 25.83'_ 25.55 N 68 39 39 W\ )( )14 34054557r- 250.00 152.35'- 150.00 -W-170-47-14 W (M R2
<br /> 15 07 14 09 250.00 31.57 31.55 N 85 59� 4 W (M)(R2)
<br /> 6 12 02 40 250.00 52.55 52.46 N 88 23 58 W M R2
<br /> FD. 2" BRASS DISK /N MON. WELL 17 24 47 4r8'� 250.00 108.20 107.35 N 02 58 35"-E M (Rl)(R2)
<br /> STAMPED RE 11988 (GPS 14)(R3) ( )
<br /> 18 J4"26'06"-- 250.00 150.25 148 00 N 32 335x32 E (M)(R1)(R2)
<br /> N=173529 .60 19 5913'54"- 250.00 258.45 247.09' N 20 11 38 E (m)(R 1)(R2)
<br /> E=1735292.601
<br /> 1.•\258902�s2-u7-fm.dwg 03/29/2002 08:55 D.0. SHEET NO. 54 SHEET 2 OF
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