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150.
<br /> 12925 O' 25' TRACT, NO. 0010 .
<br /> o 4:� EE SHEET 5
<br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> 128 117PRIMAVE'RA,
<br /> _ �g
<br /> y 536.31`2,1'94 �� S�� a S8P43?0"W �� UNI T NOm 2
<br /> �,'Q �� 36.63 N8r43'20"£ • wi 10250 r
<br /> foo.op , b �• 118 BEING A PORTION OF THE WEST t/2 OF SECTION 30,
<br /> 1 �' 25' j, TOWNSHIP 1 SOUTH, PANG�E 1 EAST, MOUNT ®IABLO
<br /> 152 �- 6,146 SF
<br /> &ASE ANO WAVAN,
<br /> 7,674 SF � 25' o $8T43'?0"'W "� ,
<br /> � rA ! "' ror.76' CITY OF MANTECA, SAN Jt�AQUtN COUNTY, CALIFORNIA
<br /> �o JANUARY, 2000 SCALD. 10:80'
<br /> ti s ,f Gig " 6,5w $ ^ N �N .:
<br /> r PLACE MANTECA, CALIPORMA
<br /> 322 SUN WES L.
<br /> 124 . , �a%�.fir, s R�• 66$� , ° '`il 90�.
<br /> 120 1. ALL LOT CORNERS: SET 3/4' X 30" IRON PTFE TAGGED
<br /> 123 7,630 SF ,� •�" L.S. 7079 UNLESS OMERWISE NOTED.
<br /> r ply 6,585 SF •eb •\- 'q"
<br /> 2. WITNESS CORNERS FRONT LOT CORNERS, SAW CUT '1-' IN
<br /> `�' SIDEti1'ALK AT' 4.00 FOOT DISTANCE Ff OU LOT CORNET? ON
<br /> k v '�� 122 4 . ` ,
<br /> y , 91X �• 9.414 Sr .w Lor LINE PRo3ECT7oN.
<br /> 1
<br /> 121 ' 1`l 3. SEE SHEET 3 FOR A00177ONAL NOTES, LEGEND. REFERENCES.
<br /> 13.818 SF �`� I AND BASIS OF BEARINGS.
<br /> 79
<br /> 44
<br /> 80
<br /> 6521 SF ,�� •
<br /> I �`r�'
<br /> ��J* `'�- �`.Q9 �'�• :ot! ' 81 .� ` coo• 1 � CURVE TABLE
<br /> 7,062 SF ti o° y ?c9- cures R,�D/us LEW cL a cH ]Na DELTA
<br /> �• ��
<br /> 82 ` �. , c� 20 op' 33 H .
<br /> r9.s9� s51.2a'24' s•s1`20•
<br /> C4 20.00' 29.65' 2701, S 3'!'01 105 v 84'5138"
<br /> 6,420 SF ��� . '�a1o, C 10 700.00' 554.86' 540.44' S76'11'03"E 45'24'56'
<br /> ,� „ �`�,�i •�,,�, s, �� �0104 , ys C11 250.60' 74.24' . 7j.9, S61'5904 1T40`54'
<br /> SURI/ Y,ED C?ES/GNATED f?EMA/NDER .?moo g ��, ,�?A. C 12 200.00' 76 0s' 715 N�•36's5V 21'47'0 '
<br /> 15.78 ACRES �s , 6,420 SF ,ti �� �'�'- �o 020 20.00' 31.42' 28.29' N08.28'08V 90°00'57"
<br /> (FUTURE LOTS) �o-A ,\ ;� y
<br /> � ° • 021 20.00' 29.86' 27.16' s79'18'31'9r 83.32'22'
<br /> 730 00' 400.31' 395.31' S73'3752
<br /> 7541 ��' ,��'6' ,�S,y� G21 20.00' 29.98' 27.23' .446'23'31'W 85`53'4?'
<br /> C2 20.00' 33.0)' 29.43' N4X55'24'E , 94'4416'
<br /> ����ry 85 �1 e''�' �6�/,D•
<br /> C2,31. 670.00' 411.98' 40552' V 1.05'33'1 35'13'51'
<br /> • h '` 6.960 SF 1.00 FOOT ACCESS •
<br /> ' C28 275.00 47.63 4159 SM26 21 r 09 55 39
<br /> RESERVE STRIP
<br /> •h 'y7 6 `�`:r8 029 60.00 128.87 105.49 N17.48 18£ 123'05'52'p
<br /> � **2• . S 'f/ g /✓79'S7' '48"� C44 225.00' 6fr 82' 66.57 S t`59'04" 1T00'S4"
<br /> 86 ''� fid! 6?,28' 03�(g) C45 20.D0� 33 53' 31.04 N58'37 03' 101'4652'
<br /> 1.00 FDOT ACCESS O �`>>�\\ 7,0?9 SF 1 ,l�g� S7,q9 63 91 N667x,44 If - o -- r C46 17'500 ,10 56 30.5? NO2'43 29"£ 10W'?207
<br /> RESERVE STRIP �'i o h O A/ p)
<br /> xi � �, � $� � � ;x.11' � 40.01 40.02 _I � C60 '60.00, 8214 . 75.88 N;7_5-_45'32T' 7�1' 8 24
<br /> � 60' _ �ss9 `� 7,031 sF O' ` -+� i -' m .� ;d j c61 6p.00' 1.52' 1.32' 5030o'09'Lr 01'2s'S8'
<br /> 0 * 10 P.U.E.�``I, g `'C I ) Ba 6000' 287' A87' N62'02'01"W 02044'30•
<br /> 00
<br /> I' C71 6?0.00 63.T8 65.74 SW 17'20*E OS'372B
<br /> kOti7 , o � C21 ` •'� 90 1 p$ ! 072 670.00' 69.39' 69.36' s6'2'04'03'E 0558 04"
<br /> CSS ti 7,026 SF 8,728 SF ,�� `� •� V I
<br /> C73 670.00' 69.40 69.36 S68`00 09"E 05`.206 44
<br /> cti/ \ C? ` C74 670.00' 69.40' 69 36' 573°58'13'°£ 05'56'04"
<br /> / '� S C 4 4p
<br /> "' C7 470.00` 69.40' 69.36' S79.5 W PE . 05'56'04'
<br /> - �,) I C7B 670.00' 68 63' 68.60' S85'4B'?3'E 05'52'09
<br /> 71
<br /> C77 275.44' 23.03' 23.03' S35*5235 OE 04'47'56"
<br /> •bf7 CIO C78 ?73.00' 74.62' 24.6 t' S60'50'WE 05'0743'
<br /> 0� d/ C1?d' - -- SOX57;44'"E.LR) ;r o C79 60.00' 21.63' 21.51' SV59'19T 20'3946'
<br /> C80 60.00' 4,3:37' 44_ N7T01f 4"E 43'19 47'
<br /> �'�•�, fy �o y6 �,• ? - $ 1 C81 60.00 46.13 45,00 N3.�19'53'x• 4'40256
<br /> C82 60.00' 15.74' 15.70' NO3'4724T 15`02'03'
<br /> /'` y�� �' • �' 0124 700.00', 113' 113' S5.3'36'19 T 40'15'24'
<br /> S00',3A`341KR) / `7 40.40'_ 40_.01
<br /> _ - - o C f2$ 700.00' 60.24' 60.22' N93'34`21"E 04'5349'
<br /> 1.00 FOOT ACCESS 80.01 (MXB� �l I� C 126 700.40' 491.49'- 481.43' S73'S0`52"E 40''13'43'
<br /> � RfSEItVE STRIP �
<br /> to
<br /> ell- `YI
<br /> Lor ;4
<br /> 'y.o '�'o `°, SITE AND STORM DRAIN RETENRON BASIN)
<br /> Fy O� SPARK 6.91 ACRESIN
<br /> Az
<br /> SEE SHEET. 8
<br /> PRIMAVERA 2 - 01124/00 \ ������ ®�� '�►� �
<br /> J: 1999\99067\FtU\FM1 DWG \
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