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K --LINE TABLE
<br /> Z NO. BEARING LENGTH
<br /> 91.
<br /> 17 V W -3�M (
<br /> i'RAC Li N07*20'49"W 10.39,
<br /> 1183 N63760 7_#®R 0 t
<br /> L2 N52038'39"E 10.39
<br /> Qs
<br /> N22*37'15"E(R) C 46 ow 88*41'3,5"W(R) 8.44'
<br /> L
<br /> ,95 on
<br /> '30"W(R)
<br /> L51 N88041'35"W 36.65'(T)
<br /> 111A10 (z
<br /> Nl 4*1 4'33*IE(R) N
<br /> 16 61 in CURVE TABLE
<br /> (;o
<br /> ov
<br /> NO. RADIUS DELTA LENGTH
<br /> 281 3',00, 10, 00,
<br /> C3 38.00' 45*16'56" 30.03'
<br /> 'W(H
<br /> N70032'44"W R11$ N64*54'30
<br /> �3\ 1 .6 `6 50 /.6 C6 24.00' 93"09'59- 39.03'
<br /> 00
<br /> 5j 22.62'
<br /> / N C8 15.00' 86*24'03
<br /> 6 0,
<br /> 11c) N78-10'17-W(R) C10 1,5.00' 90000'00' 23.56'
<br /> C4�5 R=365.00'
<br /> 113 4`�0 8�j)y 6 C28 15.00' 81#58'18' 21.46'
<br /> N73*37'1 1"W(R 9 00 C44
<br /> 8,634 SF 53
<br /> 0 4,-- 19 0 C38 365.00' 06*00'47- 38.31'
<br /> *3""' 1 102.j,6, r__� -.-__-_.____, -
<br /> PARCEL K -_j .......... 9,96' 51w, c\j A=l 0*4 22 C44 650.00' 0312'00' 36.30'
<br /> 13' cr) 22.02)( M-BC)
<br /> tn lod m
<br /> -fRACT NO,
<br /> /I /) C) N10-45'22-E(R) C45 650-00' 03*29'11" 39.55'
<br /> n'A 0-11AI
<br /> E21
<br /> L51
<br /> 0 kc
<br /> Nl�,
<br /> 41 Atz oj 9
<br /> 3.11, 6 R=650.00' 27.04'
<br /> co
<br /> 4 g C46 985.00' 01 4'34'23
<br /> 134.6?' 5
<br /> -
<br /> Q (Z�,
<br /> 7'221 R m C48 390.00' 05*55'40 40.35'
<br /> ti 25.00' ;('4-
<br /> Nj 3-5
<br /> co 00 _75.35
<br /> // C49 365.00' 11*4943- -
<br /> N84*04'20"W R
<br /> :#UR C52 300-00' 1417'18- 74.81'
<br /> Q) 'Q N774-46'27" 1, 14 N� �?
<br /> c� 112 co
<br /> C-0 / 824 SF C59 50-00' 16*12'04' 14.14'
<br /> ,
<br /> 00 /,868 9, 0 50.00°_ 32"!2'2 1 28.10
<br /> o
<br /> N76.5 3' �l co C70 50.00' 48024'25 42.24
<br /> V- 40)PW
<br /> 74,79' N I -_ -11 .--- -
<br /> 00 111 25.00'
<br /> 1,31-26' C73 275.00' 04058'12- 23.86'
<br /> 8,911 SF
<br /> fou C78 38,00' 4516'57- 30.03'
<br /> N80-08'07 c, 56.4 7`
<br /> -W(R) 56
<br /> C99 365.00' 05"54'03" 37.59'
<br /> 6$ P.U.E.
<br /> (SEE NOTE 5)
<br /> f6*
<br /> LJ
<br /> P.U.E. & 1' P,Al.
<br /> 4*34'56"E R o -5r
<br /> cp (SEE NOTE, 4) V)
<br /> C> NOTES:
<br /> C) P-4 UJI
<br /> LAST 95.00' uj V) 1) SEE SHEET 2 FOR ADDITIONAL NOTES
<br /> 106 00 2) SEE SHEET 3 FOR BASIS OF BEARINGS
<br /> 00 _00
<br /> C) AND REFERENCES
<br /> 1.0 Lo
<br /> 9,973 SF Lo 3) SEE SHEET 6 FOR LEGEND
<br /> 1 07 V-
<br /> T RA C-f IN 0, cCD 4) SEE DETAIL 'A' ON SHEET 6 FOR TYPICAL
<br /> C) 110 iE�
<br /> 1.6 Lr5l w
<br /> 6,669 SF Lo 0 0 7' PUBLIC UTILITY EASEMENT AND 19 PUBLIC
<br /> 35 44 ( 16) 1 C) 5,225 SF- In V) ACCESS EASEMENT DETAIL
<br /> I�N 5) SEE DETAIL 'B' ON SHEET 6 FOR TYPICAL
<br /> 100 C)
<br /> N08* 35 UTILITY EASEMENT DETAIL
<br /> v 6' PUBLIC
<br /> N43#24'39"W R_ -5b 108 95.00
<br /> ffi FAS`L 4z, .1
<br /> 1\-b its 1,127 SF Li
<br /> Jr
<br /> co /71 �\
<br /> 4�i " L=222.9 m
<br /> 6' \kf
<br /> 0
<br /> c)
<br /> C)
<br /> j-d L61
<br /> Z7
<br /> 109
<br /> \01- N30•O�05�E R m "i w
<br /> uj
<br /> co
<br /> 05, SAN JUAN Nl 3"50'01"E(R) Lo 5,644 SF TRAC .11 NOO 3551
<br /> j L51 o,
<br /> L I N04'58'!MR� JOAQUIN
<br /> Qf COURT 9 Az=08-51 '49t) COUNTY, CALIFORNIA
<br /> 1.21 25.00
<br /> .. I_ ' SUBDIVISIONS OF SAN
<br /> L :=:4 2.5 4' [
<br /> C73
<br /> IJOOD 'H' UNIT NO. 8
<br /> uj N78058'��R MOUNTAIN HOUSE, NEIc�HBO'"
<br /> WCS ;�::2 75.0 0, EAST 56.18' BEING ALL OF PARCEL M
<br /> 1&zzl 3*50001 " OF NEIGHBORHOOD 'H
<br /> 6 4 0 FILED IN BOOK 41 t OF MAPS AND PLATS AT
<br /> ui N 28"07'1 A c� PAGE
<br /> 00�00--
<br /> .............. C�4
<br /> NG A PORTION OF SECTIONS 4 AND 5, TOWNSHIP 2 SOUTH, RANGE 4 EAST,
<br /> 4Z�2 8. 40.00 AST 555.00'(M-M) BEI
<br /> 07,
<br /> 10 L 4 7,25' 40
<br /> 19 ------ .1, MOUNT DIABLO BASE AND MERIDIAN,
<br /> PARCEL 8 EAST' 96.18' SAN JOAQUIN COUNTY, CALIFORNIA
<br /> SEE SHEET 15
<br /> C.ARLSON, B
<br /> ARB EE & G I B S ON', INC.
<br /> ENGINEERS o SURVEYORS * PLANNERS
<br /> SAN RAMON, CALIFORNIA
<br /> AUGUST 2006 SCALE: 1 30'
<br /> SHEET 13 OF 17
<br /> 1 (D.D. SHEET NO. 51)
<br /> Li 13 L
<br />
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