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FOR CONTINUATION SEE SHEET -NO. 4 BASIS OF BEARINGS: TRACT NO. 2240
<br /> / .W w�� ` +W THE WESTERLY LINE OF SECTION 29, TOWNSHIP 2 SOUTH, RANGE 5 EAST SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> C.) .
<br /> / . Gor^�' ;•u ` 17 BETWEEN THE SOUTHWESTCORNERAND THE WESTERLY 1/4 CORNER AS
<br /> .�• � .o-co ^ ` .,� � 76 96, 1 g SHOWN UPON SUBDIVISION `FOX HOLLOW AS .' IN BOOK 29 OF MAPS FOX , � W III
<br /> to o 8a PLATS AT PAGE 29 OFFICIAL RECORDS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 33 Z z z ZryN ry• N6728, 19 AND FOUND IN THE SURVEY. N014-42"E AS THE BASIS OF BEARINGS FOR „
<br /> 40 r0�05"y, ?309, N78•a�'16"E r?0 THIS MAP. BEING " FOX
<br /> RESUBDIVISION OF PARCEL A OF
<br /> C52 _ ► 47.34 31.54630,• 2?(r� 20 86 ' FOX HOLLOW II AS F I LED ON
<br /> 26 N6 . THE 18TH DAY OF JANUARY, 19909 IN BOOK 30
<br /> C35 �- 25 6 I N8773'10" R ' �' OF MAPS AND PLATS, AT 'PAGE 34, OFFICIAL RECORDS
<br /> C34 Q4i(00 �" 8,290 sq. ft. ' '6,289 sq. ft. 6 . * S,> 57"� 21 • " OF SAN JOAQUIN COUNTY AND BEING A PORTION OF
<br /> 4•� y`��• �. W -• W 1 N61> W W w C7 N86 2 s4 W W SECTION 29, TOWNSHIP 2 SOUTH, RANGE 5 EAST,
<br /> .I `: O .4i Iv' `i.a � , ,''., o w ip 24 ?4 03 ?4" ``�, °i � `v,- 588 5'21" N
<br /> o W W �. E R MOUNT DIABLO BASE AND MERIDIAN
<br /> DETAIL NO.. 1 �O^7 .ho `'ass '�. it r- ^ 7,103 sq: ft. 3z 44,� N 7•a ' 4"W (Op *
<br /> NOT TO SCALE S�: •i 27 `,� "�• o �' tn't cv i� ,..¢ 63.27• n o !^n M M 85 �' :., CITY OF TRACY
<br /> Z z f 23 13 69, z i 5 6,588 sq. ft. CID
<br /> 0 50 SAN JOAQUIN COUNTY, CALIFORNIA
<br /> O ) N a w _ 5,941 sq.ft. 22 z I N88'0521 Majors En 2neerin Inc.
<br /> �VO� _ / 7,748 sq. ft. oo W + 5,601 sq.ft. � a I v N86*55'51"W(R) 2,0• g g,
<br /> N w SLoP San Ramon, California
<br /> v3 460 /" g .W N o 3 3 .+., ct ct :r �^ i. i to N87'55'48"W E ESM-r ...
<br /> tis �s� . X70.00 ��3a ,h « ^ `� N .W , o 0 107.02' ,y. ' JANUARY 1993 SCALE: 1" = 40'
<br /> b' / , `�.�• '!yI,Q ��Cr133.7 2' 1�je °p Z =^.. N ,^_ i�i •Nr ,~ .r I¢ a n a.10 ----__ '
<br /> 9'.y J /��O ti 0 C 0 Z j j x' c� ;r o z co t- ►i � � z °� Q, _,u� I 84 SLOPE 4.0' --�
<br /> Z n N z c" �j ESMT w
<br /> .h �'� .O°' ( c5�• e?9 z rn z con Z w b* ca C 1 6,492 sq. ft. ate',I °'�,
<br /> ;. N8128'10»W �� L81.84' N6 �/ C37 V o ©o v ori 'Mf 51
<br /> _ 7.4.60' 28 . W 0 '�;� C36 0 coo N83'34'S8"NSR)
<br /> tiN a�� o G0 • 13 5?. 01033S" C2$ 24. 1-
<br /> 44-29' C8 a � I �'o
<br /> 3 a W �� _ / 7,685 sq. ft. �, a� �, ,�� 0• ,yam h� 30C21 `ti 4 a 4 N87 55 48 W
<br /> :`' _ . N8472'16"E R ' �' �' o;��� 6a "E C? N80'33' « " 19.35' z a~ z 0
<br /> N ao N / O587.70-1 32 W N87 42,54 W o, 110.39'
<br /> ,a o .t ;° N N86'16'48W R c^o N D 69 40 N R, 24.30 M-M i 0_
<br /> Q' b i� ',�� o a 2 ^ N C22_• 3Sy)oJ" 352.00'-``'L C5 N82' v $82,22.26 E R 14.58 •x
<br /> r rno o r cvw f 4 s X83.93 23.30M-M 22 «
<br /> 44
<br /> o LO apo ui o c4 N8§'45'18"W ,>; (R� II,N16• • 1478 4 » 26 W 5.0 ._4
<br /> z z� i` z z 112.19' "� � •W .-^�. Cl1_ 3s l9"£(R) N, 88.02'40" W 68.0 MoB.O M W� i 83 ELOPE
<br /> N81 28.10_Ww N72 40'05"W(R) ; \ `�., 33 7 42 54 W N82•22. a � ' SMT ^ \
<br /> 12.44' (0 C47 24.3 10 20. 26"W ^� 7,233 sq. ft. ^.. �, 51
<br /> `- cv- 29 ;h -- 48 00
<br /> .t O cv ni � m "� h o) 0
<br /> i O /`� O) ^ 4 :M v� cJ N N rn
<br /> I 24. 6,031 sq. ft. �+ �� �; c.� / •;---- ---_.. c9 ^
<br /> 0 94 r-, c`' - ., a� • •v v /c� �t 16.80 0 `` ?�, z N82-22'26- 2 c°
<br /> 0o b 0 N81"33'05"W R : af
<br /> � I .W a ''� / 2 ^, w r ct 2 109.51'""""-' f
<br /> O N89'45'18"W 99.90' v o �' u `
<br /> N e. o S �ba),a 35 ^ .� h o 1 S.ss'---''' GRAPHIC SCALE
<br /> cv 3 107.90 �i 4 2 tau h U) N '� o � 8 :"� .•v o + 82 N14'S9' I io 40 0 20 40 80 160
<br /> I I s N fv 6,855 sq.ft. © .v r n n ^ r. cv 1` v:
<br /> 1 27 E *�
<br /> N `- N " `II r N 2 p V�Nj hl r •~ h �'Sp ►� � ��11
<br /> r o .r o S88'17 05 E R I v 2 7 '44 W R �+ 36 z o co Z 0) co cly N � ato 6,796 sq. ft. 6 � 5:i
<br /> 30 10, / 28, 28 n N66 48' M 37 z z n "� SLOPE
<br /> "- IN FEET
<br /> o in o 6,015 sq. ft. (T p�E b ^, E R = 5,908 sq.ft. 5 601 sq.ft. 5 9958 sq.ft. w C4 o N8 ' ' ESM �v
<br /> 0 0 " _ q q i 2 22 26* COW T N 1 INCH = 40 FT.
<br /> z z N89'45 18 W u n 53.05 - 63.96' Z ►i 103.03''"..,-- co
<br /> I 1 104.37 N N .aZ "'i �, N85'171 W _ 62.43 - 59.11 _
<br /> 1 I N c` �cr " 133.73 1 ' w cNa ,; �;, ,cam �� _ NOTES:
<br /> 8.00 96.37 w �\ N3537, N85'17'15"W - *� 1 ;a ao�' r) M o ' °' -- SEE SHEET 3 OF 10 FOR LEGEND.
<br /> N851715 W SEE SHEET 9 OF 10 FOR CURVE TABLE.
<br /> x w rn 21 w 04.82 ,•� o ,�►+ n o 81
<br /> w 31 0 � E-+ .n �`rrn, + `Q1 ` E R w - 238.55(T) ^ z .� ,.� ^ ' rw
<br /> N n k. 34 ''� o c� "� In n co N
<br /> � 0 co Z iv ti n �- 1 i�► N d
<br /> 5,605 sq.ft. �o� L UQ N� ,�4 �\ 6,586 sq.ft. 00&0 T ^ v 39 ro o 2 6,709 sq. ft. ',� 54, S12'40'27"E(R)
<br /> ro `l S887 7'OS"E R I z �G o h N �1 - 1* o � 5,901 sq.ft. JK
<br /> in z w
<br /> O 2 o Z 7:0 '., / = N30'S7,'07_"E(R�CNk FUX LOUR
<br /> 01
<br /> in z C14 2.00 "E _ 2 N �T1p 7 c+i w N82•22'26"W SLOPE 20.00
<br /> °� N$9'45'18"W 95.51' a Z S88''17�05 N89.O9'49"yy - '` N85'1 7'15" 100.44' N=f Q'i 97.23' ES - N84 43 39"W
<br /> n W 93.51' •� ,1 1 o f �-•c o � M T 113.38' I
<br /> 0 2.00 N N82'30'06"E(R) /� •�Lh +3 �h/ 33 �- N8272'26" 9.09' i ,a�a w ,, S827?'26"E
<br /> *o v %0
<br /> 75.01 .r �, 0.4 �, V 6,740 sq. ft. �,�, ,n . R) o c. t'R)
<br /> 32 k �c 704 0 ^ M '
<br /> o M a 4100-05-
<br /> " o q•-- r 6, z... �n N8679 30" �=43'37'34"
<br /> o 5,925 sq.ft. Gh 4 E =n q• ft. c� )
<br /> • z 16.18Q •► Q, S8679'30"E(R) I 2 U v R R=50.00'
<br /> i c� N44'45 18 W " ( ) NO3'30 30 •-
<br /> W " �'''� S0074 42 W R o "� Z " co co NO3'30'30"E L=38.07' 3
<br /> N00'14 4 C15 - ^ °�Z N48• » E - 00 o N40 0»W 92 . , . »
<br /> 26.71 2 , 30 3p E J w N 53 1 . " 24,673 sq. ft. 8=38061 40 Ero
<br /> 91.06 42.18 33.20 _ C52 _ i N86 29 30 yy 7311 E(R)
<br /> z 166.44 N 89'45 1$ W C35 --� O �
<br /> o LOT 9 3 ` �' ") z 0ti `'. N08 37'18" O
<br /> :r o _ SEE DETAIL �' o • -• E(R) I " z
<br /> r _N 759 sq- ft. N0. 1 THIS PAGE""' C34 20.00 '� Do
<br /> Do
<br /> S08 3718 R
<br /> z a M R= 500.00' L= 78.95'M N0330'30"E(ll) N NO Z .oma C24 N81'22,42"7- �. r-
<br /> = 09 02_50" N83'35'59"W M 3 30 30 E R 90-45 _ --
<br /> = 17018'49 -
<br /> N89'45'18"W 297.14'M-M " N85'13'5 1 w 50 45 M-M N86'29'30"W 97.91'o N83'56'06'W N0837'18"E(R) R=468.00 L=141.42' '0
<br /> S0074 42 W R M ,p- 05'47' 44 61' M
<br /> I ! w c` 78.87 M- 02 M- LC=140.88' C8=S89'S7'S3"W �` '
<br /> a " R = 500.00' 68.00 N-M 29.91 L = 44.62 *22
<br /> • v X6.23`
<br /> cv M-M N81 42 W
<br /> TENNIS LANE {R/W VARIES N097732 ESR) ivL 50.47 ,� R 500.00 '_ 90,45 N87'36'30"E 191.04 M-M -1
<br /> i o �=05'06 '48" M-M `- 149.71'M-BDY o T. ACCESS RESER STRIP
<br /> o - �' N08 37'1 » .,c R=500.00' L=151.09 o N '..-1. 1E
<br /> 8 E(R)
<br /> to D- 17' 18'50"
<br /> I I p � 47 � ao $ /'- 7 'S3"E
<br /> LC= 50.52 \0. =03'26'01"
<br /> CB- N89-5
<br /> / ri R=532.00'
<br /> I 1 .._,_,_ L=31.88'
<br /> 48
<br /> x I 41 -__. _____ __.- CB=N79'35'28"E
<br /> FOR CONTINUATION SEE SHEET NO. 6 I i 76 I - -- - -- LC=31.88'
<br /> I 77 FOR CONTINUATION SEE SHEET NO. 7
<br /> a II II I
<br /> � I 78 � 79 80
<br /> O
<br /> U SHEET 5 OF 10
<br /> PROJ. NO. 3695-15
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