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S TA CURVE TABLE
<br /> T H CURVE RADIUS LENGTH CHORD CH. BEARING DELTA
<br /> t G H W Cf 11600.10'1566.97# 583.68 S75-15 52 21'0104 (M)(B)
<br /> � Y �
<br /> .46.
<br /> 585 24'E 455.47' � OUTL=I •
<br /> 120.21' ��'�� J O LINE TABLE
<br /> �,2 ,�- UNE LENGTH BEARING
<br /> 06,r Ll 0.65' S11719'37V
<br /> - 106-31C1 L2 0.65' N10.19'37
<br /> L3 0.65 S10019'37V
<br /> 6*k� S79 ' v
<br /> S79�?3'� L4 0.65' N10'19'37T
<br /> %1� 0 3S7 1.0190
<br /> 0 •� S 28 2 v S7,9-40' ab L5 0.65' S10019'37V
<br /> r3 + h h 9. 23" / 32 • 2 v o EXISTING LACK OF ,
<br /> �° E "� '� 28. S7g• L6 0.65 N10'19 37
<br /> f`� ��j 9� �'`� v S79'4p�3"E. 32.q p, ¢0,�,� -•� ABUTTERS RAGHTS ,
<br /> / C; 28. S7 L7 0.65 Sf0'19 37ly
<br /> <, '3 579,023l. /... 32 oo, QO 28 23'x- PER 4360-OR-576 ,
<br /> v L8 0.65 N10'19 37"E
<br /> (FOR DETAIL, �' 579.4023"E 32.00 � 61 aj' S7g•40:23 L9 0.65' S10'19'37"Ni
<br /> SEE SHEET 5) v S79 4O' S7 43•
<br /> "'B
<br /> PARCEL 1 23' � 9'4023 . 87' o N25'14'40"E(R) L 10 0.65 N10'19 37
<br /> PARCEL B �►� ko� 42,986 SF11 0.65'if r
<br /> � � �^ L S10'19 37'1Y
<br /> r .\ r .•. L 12 0.65' N 10'19'37'x'
<br /> cj \ 0�, �h100 �� N7g•,�2 f A L 13 0.64' S36'57261Y
<br /> L 14 0.65 N24 47 21
<br /> L 15 0.65, S24 4721*W
<br /> S79-44' y � • �9F L 16 0.65' S53.02 34
<br /> PARCEL 8 ''� 10 h0'h1 (FOR DETAILy�' N88'19 13 E 44 2- h +'�
<br /> ,Oh h SEE SHEET 6) 186.90'(1 1'E) + 5 2D• 'xs � o?� kti,�y� G L 17 0.65 N53'02;34'�V
<br /> h1 �h�O�. � / y��ori �, h� L 18 J1.00' 536'57261Y
<br /> PARCEL 6 ?s? `s'�?���'J �' �;��, c�'��° h6 L 19 0.65 s.5XO 52"�
<br /> 5 ���► dj,�' 13,444 SF �' + 0+�1► ,01• L20 0.65', N53'02 X52
<br /> r
<br /> PARCEL
<br /> 'iq » ,J �' L21 33.50 N53'02 52'1V
<br /> OtaPA �R� �oJ �, h L22 0.65' S3s'57061V
<br /> N DO �� C��� 1 � (R.U.E.) 159.51(m)(C)mE ,
<br /> IN `� �• '`��° ''� N �r i �h0 (NON-BUILDABLE) ) S� �, � L23 0.65 + N36'57 08"E
<br /> L24 33.50 N53'02
<br /> r� 6.62 AC 521V
<br /> L25 30.00 N53'02 52V
<br /> 1%90 L26 0.65 s36'57 08V
<br /> L27 0.65, N3s'57 08'x'
<br /> 1 1` �J� ? ti�0• PARCEL 7 33.27(`rlE) L28 30.00' N53.02'52AW
<br /> N
<br /> �Oh • of 28,251 SF 44'06'27"�' l29 30.00 553.02 52
<br /> �h (FOR DETAIL,
<br /> SEE SHEETS) 22.50'(TlE) `Gl PARCEL "A" L30 2.50' S36'57 08
<br /> \ 1 � ,�1 +�► (R.U.E.) L31 2.50' S36'57'08V
<br /> r
<br /> \ �1• pA��r r_I jr-5 ,1` 1� �Q` •V� (NDN-BUlLD48LE) L32 30.00' N53'02'52V
<br /> l?� p�\�1 � ,`�' �� r`r �� � 4J• h1 6.62 AC , ,
<br /> o J 6 00 �� � � S ti� PARCEL 2 L33 2.50 S5XO2 52NE
<br /> 0• f y1'" 1 21,900 SF L34 0.65' N53'02'52'1V
<br /> ��3 Ch1 �� L35 0.65' X
<br /> PARCEL 5 �,� L36 2.50' N5X02'52"W
<br /> •gj\ �v1.1`1 8,119 SF
<br /> PARCEL 4
<br /> 9,021 SF ,
<br /> SEE SHEET 6)
<br /> PARCEL MAP
<br /> FAI R cE i 4 20.00'(M) c)(71E)
<br /> r - 130 N36'5710T -' h
<br /> PURPOSES
<br /> �. CONDOMINIUM
<br /> �S \ �� � y o°o,`�� �` BEING A RESUBDIVISION OF PARCELS "A" AND 1 THRU 13 AS
<br /> 'moo?c�, o,�� h6�•
<br /> \ e
<br /> .1k �\ s? �?� �h SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD IN
<br /> BOOK 23 OF PARCEL MAPS, PAGE 185, SAN JOA QUIN COUNTY
<br /> �! I �lz �� s,?o, PARCEL 3
<br /> \ o \\ � 4rj. 5,419 SF o ,o?-`s? �,J
<br /> Q�► , � FOR o�TAr �� s? RECORDS LYING IN A PORTION OF SECTION 10, TOWNSHIP 2
<br /> '9 �� y sEE sHEEr s) h� ,`�1 ��� �.� 20.00'(M)(c) SOUTH RANGE 7 EAST MOUNT DIABLO BASE AND MERIDIAN,
<br /> \ � � \ \moo?,� � � r����� (nE)
<br /> ,
<br /> CITY OF MAN TECA, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> ?`�,s. �\ ��� ys •a,,� �� �1�' JANUARY, 2007 SCALE: 1 "=6D'
<br /> M.C.R. ENGINEERING
<br /> O \ �/ 0 h1 1242 DUPONT COURT MANTECA, CALIFORNIA
<br /> SCALE:- 1 = 60'
<br /> ` o NOTES:
<br /> #49
<br /> �0 1. SEE SHEET 2 FOR ADD1710NAL NOTES, LEGENDS, REFERENCES,
<br /> AND BASIS OF BEARINGS.
<br /> O
<br /> 02/27/2007 X2:43 o� SHEET 3 OF 6 SHEETS
<br /> J:\2006\06-062\dwg\PM\06-062 PM SHEET3.dwg
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