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TRACT N
<br /> O. 3495
<br /> 30 SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> Y
<br /> . " E
<br /> M
<br /> IT
<br /> �c E
<br /> vi
<br /> 3
<br /> 1STA
<br /> N87'00 27 E(R)
<br /> 101.16'(10)(1)
<br /> UNIT
<br /> NO. 2
<br /> S89.45'47"E1 BEING A PORTION OF THE NORTHWEST 1/4 OF SECTION 34,
<br /> .-- 100.01 (M)(1) -..., ,..- L3 ._., 01 131 ml TOWNSHIP 2 SOUTH, RANGE 5 EAST
<br /> 32 U 5,899 SF
<br /> j r o j,- MOUNT DIABLO BASE AND MERIDIAN,
<br /> 130 w �---20.51 CITY OF TRACY, SAN JOAQUIN COUNTY CALIF
<br /> $ 5,601 SF I .- " CALIFORNIA
<br /> N $ I 'R 28 5800007 E z NOVEMBER, 2009
<br /> 0
<br /> 33 � 1
<br /> b� . , " I _ 1 � _ 0 M.C.R. ENGINEERINGS894547 28
<br /> z� E _
<br /> 100.01' I $I o 132 �- $ U
<br /> (SEE SHEET 2, NOTE 9) �6•p5 E (SEE SHEET 2, ui I "� 10 � 5,600 SF Q 0 z 1242 DUPONT COURT M A N T E C A
<br /> CALIFORNIA
<br /> 7 S.E. ��Zal�Al�� �---•NOTE 10) � - � I � � PHONE: 209.239.6229
<br /> 9 0 j ^ w I $ S89'45 47 E 1-- FAX. 209.239.8839
<br /> C'1
<br /> 34 $6�2 ,mac,• 129 o I 100.00•
<br /> 5,500 SF I 0 0
<br /> ��;`�1`� 3• N S89'45'47"E 1 �, I NOTES:
<br /> �'� 4j/ ,? w� w �• 100.00' N 1 �'•' $1 133 8 z
<br /> 1. SEE SHEET 2 FOR ADDITIONAL NOTES, LEGEND, REFERENCES
<br /> 5 `'4i, �6 1 z 6,400 SF - Q
<br /> I U (n AND BASIS OF BEARINGS.
<br /> �c, 2 Q
<br /> IS
<br /> ! 12 g 5 6008 t° Z 'n J 1 S89'45'47"E
<br /> 8 SF
<br /> 8,990 SF N • 1 Lo N 100.00'
<br /> �„$ S89'45'47"E I N I m
<br /> 1251 100.00' I g I 134 8
<br /> ��G• 7,810 SF �1 Z 127 I co b 1` o 1 5,600 SF
<br /> A' 10 P.U.E. ^ 6,373 SF z °�°.
<br /> �513'10'39"W(lq d' S89'45'47"E N
<br /> tis�,•.�3. ��,�� %� 2 J, 28 100.00' CURVE TABLE
<br /> - - _/no ti %,�� W i _ CURVE RADIUS LENGTH CHORD CH. BEARING
<br /> y •*lb/ C9 �C 71 04" ti yN� g l 135 $ Cl 630.00' 29.59' 29.59' S01'38'49 EG 02.41 TA »
<br /> S89'45 47 E I (6 2 , 28 (M)(I)
<br /> "Go
<br /> W ,n 1 5,600 SF ,n N C2 50.00' 67.30 62.33 S06'46'39"E 77'07'03" (M)(I)
<br /> cv C3 40.00 6.75 6.75 N44 43 30"W 09'40'32" (M)(1)
<br /> /--- S894547E 178.00' I S89'45047"E C4 50.00' 90.49' 78.64' S88'15'58 "
<br /> P' � - - - 0 28' 100 00' "W 103'41 36 (M)(i)
<br /> � MIRROR N C O U R T I I C5 502.00' 90.92' 90.84' No4'37'41"W 08'39'13" (M)(I)
<br /> '� r �� » _ I C6 574.00' 5.39' 5.39' N00'01'S6"W 00'32'17`
<br /> rad �A S89 45 47 E 71.04 S' C7 ,
<br /> ��� G 26.04' p ��, W .1 5136 so .00; 5.66 5.65' No0'01'56"W 00'3217
<br /> - 45.00 ?� S. i 2 „n ,686 SF ,n C8 630,00 5.92'- 5.92 NW01'56"W 00'32'17"
<br /> •?�• 9+ 0 I C9 40.00' 28.57' 27.97' S69'1 ` "
<br /> �35E` 8 01 E 40'55 33
<br /> 28 d' I S89 45 4 C 10 >
<br /> pJ� 9 9 9 9 �C34 f � 10' P.U.E.� .- 7 E � 50.00 228.51� 75.56 Soo'1413"W 261'51 07"
<br /> �J L O T A I 1 z 9 I w 100.00 7 C11 40.00 28.57 27.97 S69'46 26"W 40'55'34"
<br /> W I W �, _ 122 1 0 _ 1 a b C12 40.00 34. - 33.73 S64'49'31`E 49'52'33"
<br /> N I N 123 fi,950 SF a $I a- 137 $ $ C13 50.00 226.7 76.72' S10'12'41"W 259'48'09"
<br /> N iC-4 5 87♦Z4 SF v-I :� �: 6,037 SF v- v- - I c " 5.600 SF C29 502.00 96.58 96.47 N04'2133W 09'11'30`
<br /> N ;n a 1 c 0 1 z I C30 40,00' 9.03' 9.02' S83'17'34"E 12'56'26`
<br /> S89'45'47"E C31 40.00' 19.54' 19.34' N
<br /> N( z z o 'a S62'49 47 E 27'59 07
<br /> n 100.00' C32 50.00' 40.05' 38. '
<br /> 99 N71*47'04V
<br /> tis���ss•s°��•��,�j' c� c,� zd. �I1 I WN"
<br /> C33 50.0 ' 46.6845..
<br /> 00'
<br /> S5831' 9"W 45'53'39``
<br /> 539'15"
<br /> S8945'47"E 185.00' to I C34 50.00' 69.71' 54.20'
<br /> N[rlco-44
<br /> ' g S85'16'30` 7W52'39"
<br /> %Lf3o64.005fi.0004 I g C35 4.78N52*02'S4`E. . . 05'28'316.400 SF C36 04 co w= 40.00 28.07 27S693947E 401201"
<br /> C64 S01'22'41"E 03'13'45"
<br /> . . 1 .$N c S8945'47"E119 120
<br /> N 121 g z 100.00
<br /> x,32 SF 5,600 S $ ,300 SFS g I
<br /> gLINE TABLE
<br /> 139 $
<br /> 6,300 SF LINE LENGTH BEARING
<br /> to
<br /> 10' P.U.E. �i 28 28 �° L1 234.32 S00
<br /> _ _ r - - - ti k. y ? 10 P.U.E. '1412 W (M)(I)
<br /> 118 �- '0� / °3s 38. - -,--�`ti�• c1' '' �r'��- - - - - L3 56.00 S89'41-55"W-(R) (M)(I)
<br /> �$ 06r? 18 56.00 45.00 .�°c Vis•
<br /> 80.00
<br /> vco �j S89'4547"E 139.18' w ��h S89'45 47 E
<br /> �0 N " N N POHONO NI 1' ACCESS
<br /> o _ _ S89 45 47 E _384.00 0 _ RESERVE STRIP
<br /> 256.00 128.00'
<br /> N29.41'23"W_(R) P 0 H 0 N 0 COURT
<br /> DRIVE
<br /> . I
<br /> 117 u
<br /> cb
<br /> 140
<br /> 116 115 114 113
<br /> o SCALE: 1" = 50'
<br /> 10/09
<br /> SEE SHEET 4
<br /> JA2004\04-143\FM\FM5.DWG
<br /> SHEET 5 OF 5 SHEETS
<br /> 41-9so D
<br />
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