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iM�11
<br /> 60'
<br /> 30 30 N 00'09'00" E N 59'51'00"W(R) CHORD N CfTY OF MAWECA
<br /> Z67.65'(M)[A� R = 430.00 1 08'Sz�Sp•E I30, ►
<br /> I °''T?7'39' -131. ► S SH3
<br /> BIJINA VWA DRQ p4, N 72'23 21 W(R)
<br /> . N83'23'26' R M '� CHORD = N36'16'447W 602.68'
<br /> o - NOO'09'00 E 297.65' • CH= N�32'50' R„= J73.00, _ �.65't��t�� A a� 0
<br /> �40030o Q = 1�7.3g.1�1.43J = 1OT46'46'
<br /> �; L 45.10' 4 - -._ ?L g0
<br /> 9CH= N0372'41'E �, L „ 768005' ` rT) R `
<br /> BU0qA VWA DWE
<br /> I N00'09'00 E 225.65' 45.07' 76.69
<br /> s 619 ti6'31'� i 403,pp' 3�
<br /> rCH=
<br /> 50.00 ___ 63.00 6265' 10' P.U.E 50.00' I N� A = 107' __� � - 321. N66 S7 23'E R 45'46', 9 L = 330.5 2' CH= 1405'53 05•W 5 � y��22' = 20.00' R 20.00' �- 10= 90'00'00' A � 90 00'00` 25' R 433 00. '�_= 31.42'M N44'51'00'W L = 31.42 25' _ 1 tl ' 4039'1
<br /> 28 2g' CH= N45'09'00'E I 1 6� L = 307.24' CN- No2'42'S9•W f �. a6 �o•� ` Qv
<br /> cn 3 28.28
<br /> ILD 8 g 8 g $ 8 ! �' -,�� `' �. �' c,; ;-`_
<br /> N I 8 1 2 `� 3 8 - I o c3,� �, �� L - 66 'x• _Q = 08'52 29' t `634 p3'W
<br /> z z _ z w 4 g .r N w rr rr N o CH= N06'17'O1- L = 67.07' CN` 85'
<br /> I I of- < q-, „ "' 56.69' f CH= NC2'34'?3'w 6a u 9 l
<br /> _ if
<br /> 67.00' 'tit
<br /> N a. � JT,
<br /> N00*09'00'E 2V.r.4J'ti1 1 p CT
<br /> i v 70.00'(T) 63.00' 62.65' 70.00' ° a29 c; „" 5 Q o 8 Q� .
<br /> oc r «� 7
<br /> 5.00' 57.40 133.35' 69.90' I " 'a co
<br /> 62.40' 10j.
<br /> O� S •
<br /> 1 � � N N00'03',,� � 238.23'(T) � 26.25
<br /> 51 a245
<br /> °° 8 I 71.04' 83.84' 83.35' N0356'2�W 4 70.45
<br /> � 52 Nll��413 w
<br /> s 3 g 8 70.00' 70.00' 27.19' 42.48'
<br /> �r� `� �*` 0 j c . o' :n I 50
<br /> Z 5 3 b 0 = 7. '59'22' ;, 1 N C"
<br /> cr! O �Io, L = 66.31' o ' gN 'r ( � I O z I
<br /> c CH= N15 7 2'51'E :r a� z r, z
<br /> 61.56 z gco o,00 ,� v w �, m -1
<br /> � � 56'27'25' �� .
<br /> g s 46
<br /> I W L = 49.27' ' _ ` '"-w g �; Lj� � g � g 4C3 s 47 _ 6' a
<br /> 3 CH= 47�30'32'W / a u �� „ S g�M a R = 20.00' �' p 30 1' ,
<br /> a / ,Z2 .3 2' Q'J N;, O N on o I o d - 90'12'51' w !� = 06'39'51' L X08.17' .w LEGEND:
<br /> `4 ° 11 If J S CHL 31 4�' `5 L = 61.06' Cy{= N11'2g. TRACT BOUNDARY
<br /> 3 7v 141035' `� �4`' 4 25 25 � 2$.34' o CH= NO3'23'41`W 87.0 .- �..-
<br /> -- STREET RIGHT-OF-WAY LINE
<br /> I b N 4S EfR .`' Q �. _ 61.03' ----------- PROPERTY IN
<br /> Ste. 10734�T� f f; � PUCE, z I co �V 51.34' �._ 70.00' __ _ _ _ - - _._ __ ADJACENT PROPERTY LINE
<br /> h� 70.00' 20.25 190-� 1
<br /> a ^„ o N88'16'32'W(R) NOO'03'51"W NOO'03'51'W 211.59' R = 525.00' D = 20'49'41. L = CENTERLINE
<br /> z 3 _ R = N0g�5:39 f v 5.59' u, CHORD = 1410'28'42 W 189 5 , 'CTJ _____. _ ___ EASEMENT UNE
<br /> I $_ d = 52'42 44` ,► c�3 yd. ?�qpm`---� 86.75 N00'03'S1'W `~ 198 a4 - - __ _ _
<br /> CITY LIMIT UNE
<br /> '" L = 46.00' \i p .. �� i = 3 4 ; 1939 01. o - O _ _ _ _ _ 307.18(T) CHORD =_N10'2_8'42`w _ 91 9.9a�T�
<br /> = G'+= N7474'24'E _--y" o� y J9' 50.42 - R = SSO.00' L� = L
<br /> o % 111!!!/' RESTRICTED ACCESS
<br /> � fir. h8324 22 Rj
<br /> 256.76' 20'49'41' P.U.E. PUBLIC UTILITY EASZMENT
<br /> 54�^ 44.39' 'o �^ `�' N00'03'51'W `~' ;�, 207.87
<br /> E.'� 00 J 5.25 N0003'St`W �, CHORD : N10*28'42'W, L = 209.02' 1 (M) MEASURED ON THIS SURVEY
<br /> 211.92 R = 575.00 O = 20'49 41 T TOTAL
<br /> ( )
<br /> 62.86 62.00' '� __- (R) RADIAL BEARING
<br /> 50.03' 37.03'
<br /> -�o6ro0,0G. t!� (M-M) MONUMENT TO MC,nI.'MEvi
<br /> _ w N :� N^ N�» go l 25' 25' R = 20.00' = 0228'08' = 60.21' CH= CHORD BEARING AND D(STANCE
<br /> �1 7628 25 0. R C> D = 89'47'09 L = 24.18
<br /> ' °"" N " " u CH= 1401'17'55"W CH= N05'31'59`W [A] RECORD MAP REFERENCE
<br /> I L = 66.74 ;-�n�- n n „ n a ( L = 31.34' o
<br /> ati � `1 CH= N09'38'49'E N 4-' `ted-' aQ-� I I S 1 CH= N44�7'26`E� $ _ $ 24.77' 0 60 t9 l PM PARCEL MAP
<br /> $� cn
<br /> 61.89' 11 if z vi
<br /> a: N 28.23' $ 8 a CO.
<br /> N � � � � � � S � � Si7l o � � R.S. RECORD OF SURVEY
<br /> a
<br /> cn
<br /> 62 FOUND MONUMENT IN MONUMENT WELL AS NOTED
<br /> gm Mcn Q� 3 x 58 z - 59 z 61
<br /> I n 'ng n. g a ! 60 O SET 3/4'x30' IRON PIPE TAGGED RCE 22918
<br /> z i �, I �, IN MONUMENT WELL
<br /> n
<br /> f rn rn
<br /> FOUND MONUMENT AS NOTED
<br /> � � cx.> z �
<br /> z O SET 3/4'x30` IRON PPE TAGGED RCE 22918
<br /> 140009'00'E 22.00' / 191.01' SV 74.64 50,00 70.33'30.00' 62.86 62.00 66.14 71.40' U CURVE REFERENCE N M3ER
<br /> (�E) N 00'03'51' W 1292.33'(M)[A]
<br /> -T
<br /> 30' I
<br /> Z PARCEL A 1' ACCESS RESERVE STRIP
<br /> TRACT NO. 2457
<br /> SCALE: 1~ = 40' (14 PM 32) SE SHEff 3 SUBDIVISIONS OF SAN- JOAQUIN COUNTY
<br /> Z 1
<br /> -� IT
<br /> M DATA BEING A RESUBDIVISION OF A PORTION OF PARCEL B AS SHOWN ON
<br /> CURVE RADIUS DELTA LENGTH CHORD 1• ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. 6. ALL REFERENCES TO SAN JOAQUIN COUNTY RECORDS AND THE PARCEL MAP FILED FEBRUARY 13, 1986 IN BOOK 14 OF PARCEL
<br /> 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED BOOK OR VOLUME PRECEDES PAGE. MAPS AT PAGE 32 AND A PORTION OF THE WEST 1/2 OF THE
<br /> .=, 1 50.00' 3511'02- 30.70' N10'59'52`W 30.22' ALONG ALL STREETS AS SHOWN ON THIS MAP. 7. ACCESS RIGHTS OF LOTS 1, 53 AND 54 TO AND FROM
<br /> 3. ALL PROPERTY CORNERS TO BE MONUMENTED WITH WOODWARD AVENUE REUNQUISHED TO THE CITY OF MANTECA. SOUTHEAST 1/4 OF SECTION 9, T.2.S., R.7.E., M.D.B. & M.,
<br /> A 3/4' X 30' IRON PIPE WITH PLASTIC CAP STAMPED DIRECT PEDESTRIAN AND VEHICULAR TRAFFIC BETWEEN
<br /> BASIS OF BEARING'S RCE 22918' WOODWARD AVENUE AND LOTS 1. 53 AND 54 IS HEREBY CITY OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 4. ALL RICHT-OF-WAY POINTS OF CURVATURE TO BE MONUMENTED PROHIBITED AND SHOWN THUSLY Z=Z&/ ,
<br /> THE BEARING NORTH 84'51'00' WEST BETWEEN FOUND MONUMENTS FOR WITH A 3/4' x 30' IRON PIPE WITH PLASTIC CAP 8. SUBDIVISION CONTAINS 93 LOTS AND PARCEL AUGUST, 1996
<br /> THE CENTERUNE OF WOODWARD AVENUE AS SHOWN ON THE PARCEL MAP STAMPED RCE 22918. A ON 67.71 GROSS ACRES.
<br /> FILED FEBRUARY 13. 1986 IN BOOK 14 OF PARCEL MAPS AT PAGE 32, 5. ALL FRONT LOT CORNERS TO BE REFERENCED BY A CROSS 250 Cher Lane, Suite 109
<br /> SAN JOAQUIN COUNTY RECORDS, WAS USED AS THE BASIS OF BEARINGS (+) CUT ON A PROJECTION OF SIDE LOT UNE 5' INTO FjLc 250 C �+
<br /> 714E , CA 95337
<br /> FOR ALL BEARINGS SHOWN ON THIS MAP. STREET RIGHT-OF-WAY, a
<br /> w A E t (209) 234-5030
<br /> SHEET 4 OF 7
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