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26
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<br /> ,�q SEE SHEET 5 of 5 SI EE�s TRACT NO. 2754
<br /> LOT AREA DATA OR/I�- �
<br /> FD. 3/4" 1. PIPE ° S F.N. AT B.C. SUBDI SM OF SAN J04OUIN COUNTY
<br /> TAGGED L.S. 5122(R2)(R4) LOT SO. FT 60,pp
<br /> ,78�,
<br /> ...... 75820 0 "ALL VISTA ESTAI&b.Ft�O8 5810
<br /> 9 5961 1 �-
<br /> 1 10 5600
<br /> 11 5600 1 8 UNff NOw 1
<br /> 1 m
<br /> i 1 12 5600 N Jgo1 1 1 h
<br /> .. 13 5600 1 8� h �v N 2go1g,°j tt
<br /> 1 SCALE 1 so' 29 5600 , .00' ry % W h lV
<br /> 1 30 56� % $
<br /> 10'
<br /> ° P uE � ,h ` 100�, ►1 BEING A SUBOMSION OF THE REMAINDER♦, AS
<br /> 31 5 ,� 55 1$ ^ o`` JJ •....1p, P U£. o }\T
<br /> ,32 5soo - _ SHOWN ON THE MAP OF ft?OTNILL RANCH ESTATES,
<br /> 6 RLED IN DAPS AND PLATS BOOK 29, PAGE 48,
<br /> 33 5750 N 78°1go.„ 1`'� 4' ti = J "� 'o' 4,
<br /> 34 5686 � , 100 o p, w 1 A' 78°7g'o3„ w h O �� ti SAN JAAOUIN COUNTY RECORDS AND LYING IN A
<br /> 35 9055 $ 1 0 100.o p, A �, a P01MON OF SECT ION 19,
<br /> I 36 8510 co � � or' J � �
<br /> 20' IRRICAT70N EASEMENT h 54 7 'T 5 E M.
<br /> 37 9038 1 S :� ! °�` N X60 °� '� W 4 T 2 Sy R. ., D B. t� M.
<br /> I.N. 89047213 38 5700 w� N 7go1 28' ` �,........ V `� -- - - �I - - CITY OF TRACY,
<br /> 39 5750 g'oj" SAN JAAOUIN COUNTY, CA FMIA
<br /> �o
<br /> 4 i _ 0
<br /> `0 ) h`:=
<br /> � 18Bp18,o°3�tDES/GNA TED 5so 7'y°1 " 'g °„��48 5600
<br /> O
<br /> z`
<br /> THOMPSONHYSELL ENGINEERSREMAINDER49 5600 � _ °FAFC2 50 5723 53 %6.04 AC. ?8' o28
<br /> P.M. 20-102 gp°
<br /> 515831 1016 12th , CALIFORNIA
<br /> 358JO A/ pp,
<br /> 80 JUNE,CQ 1996s55
<br /> rsr
<br /> 1 ^ I 1 4 600 0� 1843,; QR ° .............. S.F.N. AT E.C.
<br /> 1 " ^ 5 5 � � 52 12 ?8' . _ -- - �9?� w _ � LEGEND:
<br /> L4
<br /> I 55 5600 = N 83° 9'13" w R N 81°25 25„ `\ ° HlL L CR T LJ�I VE _ FOUND AND ACCEPTED 3/4" IRON PIPE, TAGGED
<br /> o ,fJ ''N5,
<br /> _o-8 --fJ N 78 40 24' W(R) -
<br /> 1 � 1 o " 00 00'" W 1 ?8 06 58' 7„ - �� `- --- ------- LS. 4876, (R2) UNLESS OTHERWISE NOTED.
<br /> Iw o
<br /> W I ^ o , f0 1 N 78
<br /> 01 8 5P �` N 80° 56 FD BRASS CAP 1N MON. WELL -0-- FOUND MONUMENT IN MONUMENT WELL,
<br /> 21
<br /> STAMPED L.S.5230 (R1)'� ACCEPTED AS NOTED
<br /> Sg,
<br /> 51 ��
<br /> cp ,o �, ° S 1
<br /> ^ o N 87°06'06'_,W(R) + _84 O_S 44„ 1 f 55 58 ON CL OF HILLCREST --o-•- SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876
<br /> o I/ 100 �° N 87°06'04" W 16 1 18 wlR) IV 84°5 '18 -00- SET 314"X 30" IRON PIPE IN MONUMENT WELL
<br /> N 00°16'31" E . 2 I ( � ... 1' ACCESS RESERVE STRIP N 01"40'59" E............. 100.00' 88°42�1-"-w(R) 5� ^ `L-(/•/ I I P.U.E. PUBLTAGGIC UT1Ll77EASE76/ENT
<br /> 19.75' I L` 43.58 14 I �� ---- -�
<br /> N 89"43"29" W 292.60 _ N 8904J29*' W N 88 33'59 ' W(R) N 8,9"43J2" W(R) 1 I S.J.C.R. SAN JOAAOUIN COUNTY RECORDS
<br /> 236.60 _ I -� - --- -_ -- -- ------- -
<br /> o 0 50 0 19 100.02' S4 60.00' : 38.00' -- -- - _ _.J __ (M) MEASURED ON THIS SURVEY
<br /> I I 28' I 28'
<br /> 160.00' i 87.24' 89.36' N 89°4.3'29" W I N 28' 0 28'; i N 89°43'2 a„ W(R) i A` 75.50' T^ (- W.C. WITNESS CORNET?
<br /> N 89°4329" W o I 13 �,W Oji �"i iV ^ 100.00' ^ N - - ---- - - - 2.50 r rc 1 9 P.M. PARCEL MAP
<br /> 100.oo' 40
<br /> I i I � 10 1.. I I UENA�l VIS Til T 1 r. M. & P. MAPS AND PLATS
<br /> tp o S.F.N
<br /> o h o; I` `hI o �, M. & P. 29-9 R.S. RECORD OF SURVEY
<br /> (� I �.. o ti o ; " h a i I o o N 89 43 29 W `*
<br /> o) I o I�,33 v> 0i - 34 o'ti , oh i o o ( I.N. INSTRUMENT NUMBER
<br /> 32 I o 0 0 ° o 49 100.00'
<br /> td I t° 1 4 0 0 .r N O''l o f 4 ti 35 "� "� I 1 S.F.N. SEARCHED, FOUND NOTHING
<br /> 06 0 1`} $ e* / I I% 11 $ O.R. OFFICIAL RECORDS
<br /> O E( N 8904J"29" W $
<br /> 1N 89°43'29" W I S `.\' z z N "'i 2 49 2) _ J� '' R . ` `oo', `o
<br /> 100.00' 28' 50? % 46 4005 os 100.00 O� � h N 1 ( © CURVE REFERENCE NUMBER
<br /> 1, Q 175 ' 48 x N 6 106.12 0 10' P.U.£........... 1$ Q o 1 N 89 4329 W
<br /> 0 1 � .,.....0 � ° � SET 1/2" X 24" IRON PIPE TAGGED
<br /> o N L.S. 76 AT ALL REAR LOT CORNERS
<br /> t 31 1 cn . N 89°4,3'29" W N 48 1 o _ 100.00'
<br /> W to I DEL MAR �.. _ .10 P.U.E
<br /> 10 P.U.E.
<br /> JENNI LANE
<br /> N 89"43'29" W 1 g N " W 36 N 89°4329" W
<br /> N 89°43'29
<br /> W S
<br /> M, o ° -T-------0 42 145 , CURVE DATA
<br /> 0 100.00' N 124.50 I , 100.00' to I 12 to
<br /> N 89°43 9" W 39 COURT J ti o g 1 g :;t `" n 1 N 89°43'29" w � �� I CURVE DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING
<br /> @ 6' o 4 7 1 co o 10 11 25 26 922.00 183.83 183.53 92.22 N 05059"1417E
<br /> 30 ( 17.54 �,� , `� � 100.00 � �' '� 11_ O1 54'18" 922.00' 30.66' 30.66' 15.33' N 10 4448" E
<br /> 1 0 44 2 o �' 1� ,"� ° a of o t�j fD. BRASS CAP IN MON WELL 12 0302652" 922.00' 55.455.47 2775" N 08 0413" E
<br /> �v o ., W P8 O6 K' N 89 43 29 W o 0 0 13 03 26 53 922.00 55.48-*- 55.48 27.75 N 04037'20"' E
<br /> 00 N 89 43 29 W ( i W _ z �,�. �'Q.1 0 13 L) o, _
<br /> : 41 i - \ 100.00' ;'� o ;� ;� Cl, STAMPED t.S 5815 (R6) -a , „ -
<br /> 100.00 ►7 4 \w co J I 14 02 37 23 A894.00'
<br /> 42.21 42.20 21.11 N 01"35'12" E
<br /> O 1 .�N tV © Hid \ ° I .. 2 I O i " � " i ' iiif0' P.U.E. ` ` ;o o ° \ $ $ ° W N 89 43 29 W t 3t 15 11 25 26�� 178.25 177.95 89.42NOS 5914 E
<br /> 2g 1 g2 o I o N ,� i �, cA En \l J7 I g(� „ / c c r 16 08 18 04 125.47 125.36 62.84 No425 33 E
<br /> S �o � A �; 46 100.00 N BJ�N,� ur�T� E�T,�r sSEE DETAIL ° •• • "� Igo0 39° S "� 38 o N \ - o 'o I h 2 I i 17 02 40 19 40.39 40.38 20.20 N E
<br /> 4 " 89043'29"' 04 36'17" 866. 69.60' 69.58' 34.82' N 03 36'08" E
<br /> SHEET 3 I Z .� �° \ of
<br /> N 89°43'29" W % ;� w I z Z ;Z 14 � \�, h N W 1 0 ^ �.
<br /> 19 -01'56 1'28" 866.00' 15.48' 15.48' t, 7.74' N DO 4T 15" E
<br /> W 100.00' `� N z \� 100'00� - 41 o 39 40 5534" 40.00' 28.5~7' 27.97' 14.93' N 69 15'42" E
<br /> 0 60.00 i 8787 88.73 I g
<br /> t" I ^ `. y 40 34 09'21" 40.00' 23.84' 23.49' 12.29' N 72 38'48" W
<br /> 1 o co "1- N 89043,29", W 236.60 -' 45 1 1 n '
<br /> �I Or I g 1 � 1 1 �.• I � 42 266 56'08" 50.00' 228.5 f' 75.56' 237 N 00 1631" E
<br /> Q0 o I 41 J />' r 4 2 4 3 75.50 22.5 � ..
<br /> m g I I 28 t 43 59016'19"' 50.00 51.72 49.45 28.45 N 78 26 04 W
<br /> CT') o $ 44 45 27'54" 50.00' 39.68' 38.64' 20.95 N 49011'50" E
<br /> C) Z o �1 45 52022'06"* 50.00' 45.70' 44.13' 24.59' N 00 16'50 ' E
<br /> Rl e 1 ,�'t
<br /> 28' Fes'Jr/VA VISTA r STATr S 46 45 f0'57" 50.00' 39.43' 38.42' 20.80' N 48 2942" W
<br /> 28
<br /> 1 M k P 29-9 47 5903J'52"'
<br /> 50.00' 51.98 ' 49.67' 28.61' N 79 0754" E
<br /> 48 4055 34 40.0028.5727.97 14.93 N 69048'44" E
<br /> 28' 49 06046 13"' 4ao0' 4.73' 4.72 2.37_ N 52044'04-*" E
<br /> 1 ! ! ARTHUR NATE HAUGH ARTHUR NATE HAUGH 50 34"09'2 1 40.00 2J.84' 23.49 12.29-'
<br /> N 73 '
<br /> 11 51 E
<br /> 51 -1102526"0 766.00' 152.73' 152.48' 76.62N 05039-'l E (R 1)
<br /> ::' ! DRIVE DRE NOTES: 52 04 30'06" 766.00' 60.18' 60.17' 30.11' N 0 23'45" E
<br /> 0*.
<br /> TAGGI. PIPEED 5122(RS) REFERENCES: f. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. 53 03 4241 766.00; 49.62 49.61' 24.82' N 03 17'21 E
<br /> 2 1 2. A 10' PUBLIC UT7LllY EASEMENT HAS BEEN DEDICATED 54 O1009'30" 766.00 15.48 -T5.-48-r- 7.74 N 00051'16'-"' E
<br /> N 71°58'02" E 0.13'(M)(R2) (R 1) RECORD PER FOOTHILL RANCH 55 11 2526" 706.00' 140.77' 140.53' 70.62' N 05c59'14" E (M)(R1)
<br /> 0.20' (R5) SEE SHEET d OF 6 SHEE7� ALONG ALL STREETS AS SHOWN ON THIS W. ,
<br /> (:`• ESTATES M. � P. 29-48 � �� 56 11 03 08�� 668.00 128.86 128.66 66.83 N 05 44 56E (M)
<br /> i (R2) RECORD PER P.M. 20-102 J. SET A 5 6 WITNESS CORNER, ON LOT UNE PROJECT70N 56 11 02 48 668.00 128.79 128.64 64.60 N 05-4456" E (R1)
<br /> (R3) RECORD PER I.N. 86025203 FOR LOT CORNERS FACING A ROADWAY. (CHISELED "+" „ ' "
<br /> R4 RECORD PER R.S. 29-97 /N CONCRE7F SIDEWALK.) 57 00 22 21 668.00 4.34 4.34 2.17 N f3 00 58 E (M)
<br /> k 57 0002241" 668.00' 4.41 4.37' 2.20' N 13 00'58" E (R1)
<br /> () RECORD PER P.M. 20-17 4. THIS MAP REFERS TO APPROVED TENTATIVE MAP TMI-96. 58 11 25'29" 668.00' 133.20' 132.98' 66.82' N 05 59'13" E (M)(R1)
<br /> (R6) RECORD PER BUENA VISTA
<br /> ESTATES M. & P. 29-9 5. ALL REFERENCES ARE TO SAN JOAOUIN COUNTY RECORDS
<br /> (R7) RECORD PER BRIDLE CREEK AND BOOK OR VOLUME PRECEDES PAGE.
<br /> P.-\TRACY 1843001 FM-1-V2 9/16/96 D.D. SHEET NO. 53D M. P. 32-91 SHEET 5 OF 6
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<br /> SEE CERTIFICATE OF CORRECTION IN NO 97125063 - a
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