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FD BRASS DISC NOTE:
<br /> IN MON. BOX AT FD FLAT PIECE OF CONCRETE
<br /> (j INTERSECTION ICI
<br /> 00%..
<br /> 70' 89 WITH "+" CUT ON TOP, DESCRIBED LINE TABLE
<br /> AS "LARGE STONE" ON PREVIOUS
<br /> SURVEYS.
<br /> LINE DIRECTION DISTANCE LINE DIRECTION DISTANCE
<br /> LOWELL AVENUE
<br /> ILI N00*21'58-E 34,00' L17 N43*46'51*W -20 9 4'
<br /> 2 6 4 1.1 I'M R 1)(1)
<br /> So -40'2i"W _S8_9*38'_02"E _______ - 2641-33' (C) 2 6 41.18-' (F)
<br /> L N45*19'15"E 28,3 1' L16 S45*57'23"W 8 6.5 8'
<br /> 2.91'(M)(H)(I)
<br /> '31"E L 3 N42o3l'OO"E 29,61' L19 N43 18'30"W 56.00'
<br /> N0016'31"E c 1-' 0- 15 0 1.0 8' (m)4 1)(1)
<br /> W
<br /> 73.33' (M)(C) S89*38'02"E 511.7 6'(C) 4 2 7.3ply L21 N8 8 o 18'3 0 2 8,2 8'
<br /> )(H)11) 073.75'(M)(H)(1) 5 9 8.2 7' (M)(E)(F)(H)(1) CENTER OF
<br /> W= w Ll L22 S46*41'30'W 10,00,
<br /> I C1/4 SECTION LINE SECTION 20 -_------
<br /> 114 SECTION] (H)(1) ;,- L5 N 0 0*16'3 1"IE 56,00'
<br /> komi _j
<br /> mny t 6 N89*43'29"W 4 93' L23 N46*41'30"E 13.7 8'
<br /> CORNER SFN It "vo to's IF I(E)(C)(H)(1)
<br /> I�:-_ .4 0. 9. L7 N44'43 29"W 2&28' L.24 N06*11'22"E 25.98^
<br /> C'4
<br /> (c) C14
<br /> COURT m to L8 N43*18'30"W 59.72' L25 N 5 7*4 V0 O'E(R 1 60-00'
<br /> U) t6
<br /> 89*06'23"E 7/) zz r cn S89*42'07"E L9 N43*18'30"W 25.00' L26 S51010,58"E 24.87'
<br /> ' .
<br /> 321-16'IM)(F --a-(V
<br /> w to 113 0.6 6'(M)0 fl(1) 13 0 0 0'(E) -L-i-0__-S 4--3, 18'30"E--__-_ -13-4-.-8--2--' L27 N 8 9*3 7'4 7"W 42.56'
<br /> L
<br /> 0
<br /> <
<br /> 0 L 14 S43�18'30"E 28,88' L28 SOO*22'13'W 56-00,
<br /> C)Car
<br /> 3:
<br /> q) REHEN
<br /> w 0 L15 N82*19'08"W
<br /> 1 , 1 58.53, L29 S89'37 47"E 35 70'
<br /> 0 D -T z ROAD
<br /> 0 C) --------
<br /> 0 C) 0 L16 N15*00'26"W 47-10' L30 S47*50'08"W 27.04'
<br /> 1
<br /> j- cr
<br /> 3: FD. 2" BRASS DISC
<br /> Y
<br /> An < WOODLAND in (E)
<br /> SHADOWOOD LANE
<br /> I T
<br /> LANE L4 w _FD R.R. SPIKE (E)
<br /> 0 to 1!!:., 1 1 0
<br /> 1z . - S89*42'07"E
<br /> 0
<br /> 0 !00 CURVE TABLE
<br /> 0 - ___ __- _ ____ ___ L -) 1 0.661
<br /> 1.1: �,�) I t C134 CL
<br /> Cc .1 - 11
<br /> T_ ;z 3: 0 ) DELTA
<br /> co - 0:) CURVE L �ADIUS LENGTH CHORD CH.BEARING
<br /> (D -------
<br /> 00
<br /> 6
<br /> < C`135 C126 372.00' 7.48' 7.48'- S48'45 18"E 01*09,05"
<br /> z
<br /> Li I - < • 59*26'37"
<br /> 00 r C136
<br /> C128 287.00' 297,76' 284.58' S 3 5'0 V2 2"W
<br /> _j CL
<br /> v)) !.1 1�9
<br /> Q c) :D N i-L -C1301 214.2 5' 206,39' N26 45'5O'W 54*04'43"
<br /> 0 __2_21-0 0--
<br /> 00
<br /> 0 0 + C137 cc 14149' S24'16'31"E 38*03'58"
<br /> C134 220-00' 14 6.16'
<br /> _( o
<br /> cli
<br /> C138 C135 4 0.0 0' 38.2 0' 36.T7 S 10 4 0'0 7'E 54*43'14'
<br /> 0 0 F <
<br /> 54'43'14"
<br /> LLJ C136 70,00' 66.85' 64.34' N70*40*07'W
<br /> i- �.!. .1 . 0 <e, ILL_j \____co-UPE 66_85' 64.34' N15*56'52"W 54'43_15
<br /> .j 01 �21 "DESIGNATED 6 C137 70.00'
<br /> PLACE to
<br /> 0 FIELDVIEW DRIVE a- L22 of C138 40.00' -38 2 0' 36 77' S15*56'52"E 54*4315"
<br /> REMAINDER
<br /> 01*59'47'
<br /> C139 287.00' 10,00, 10.00' N 3-3*118'5
<br /> (D
<br /> L23 cli C140 2 8 7.0 0' 98.08, -97.61N22*31'34"W 19*34'51'
<br /> N 8 9'4 2'0 3"W t 15 139 L24 108.08, 107.45' 523'31- . 2-8'E 21*34'38"
<br /> SCALE: I'= 200' 1(s C141 287.00'
<br /> - ---------
<br /> `10059'30"
<br /> 2 2 4.5 7'
<br /> w
<br /> z 0 141 CIP C142 227�00' 43.55' 43 48' N37048'45*W
<br /> cl
<br /> L17 642
<br /> 4 L26 C143 6 4 0.0 0'
<br /> 0 C 4 4,4 3' 4.4 3 S82*57'05"E 00'23'x7"
<br /> .j NO O'l 6' L27
<br /> LL) 31'E
<br /> co > y
<br /> 0 COUNTRY co
<br /> 0 0 •
<br /> (n cr LANEPLACE
<br /> - - I-- ---- - 0 1 :L
<br /> cc m 0 0 L 29
<br /> co
<br /> 0
<br /> 30' cr L30 (D NOTES
<br /> LIJ Ltj t
<br /> LL
<br /> REAR LOT CORNERS: SET 3/4" X 24" IRON PIPE TAGGED
<br /> Q 0
<br /> 30' 0 292
<br /> MAPLEGF30VE 1-4 -E C128 L.S. 6013 UNLESS OTHERWISE NOTED,
<br /> N36*1 (R) Uj
<br /> (o (D
<br /> 139 56'
<br /> T _T co
<br /> -W
<br /> w t455*4 7'52'
<br /> 2. WITNESS FRONT LOT CORNERS, SAW CUT ON
<br /> Lp 9.23-
<br /> K < '. t I '90M F N AD S25*15'20'E(R) 80 00' CONCRETE, AT 9.75 FOOT DISTANCE FROM LOT CORNER ON
<br /> 41 4 9�i 5-'"W(R)
<br /> _j _j 1 75 25'(1 LOT LINE PROJECTION. REAR CORNER� SET 3/4* A 24"
<br /> 187 188
<br /> C126,-0\ 89 N74*35'45*E 8 21' IRON PIPE ON LOT LINE AT OFFSET INDICATED.
<br /> Z w >
<br /> > BERKELEY w
<br /> 1(5
<br /> �40"40'10"W(R) qF,"
<br /> 0 7 ;, 56 j STREET
<br /> GR��E 3,00' SjV 48 (D
<br /> cD ct -5
<br /> w 7 co(,t N09 28'13"W 141.76' Uj 3. SEE SHEET 2 FOR ADDITIONAL NOTES AND REFERENCES.
<br /> z �26-33'12-E 193 192 191 247 _j
<br /> 1 7 V/
<br /> 0 (r
<br /> z U) w 4. THIS SUBDIVISION CONTAINS 106 LOTS ON 18,564 ACRES.
<br /> U '(44 FG
<br /> L ANE __S14*04'55"E 3920' w cn z
<br /> 191
<br /> in
<br /> 198 _j
<br /> 250 N29'i8'43'W 38 29' (D
<br /> L 199 73 - 12 2 71 2 7 0 thb. _---N41-4T10"W 8896' BONDY LEGEND & REFERENCES
<br /> - 25 cf) LAAE
<br /> ot� 200 N49*04 31"W 40 77' SEE SHEET 2
<br /> C 252 �Rq 0
<br /> a rl
<br /> 100 201 N55*36'14"W 40 77' LLJ U)
<br /> 202 N66*22'30"W 178 88'
<br /> 57 qj 267O S58*22'12"E 54.93'
<br /> 203
<br /> 255 26
<br /> 0 4 262 Ov 63.58'
<br /> 4z ()
<br /> -N48-52-33-W
<br /> 256 16 IQ I TRACT NO. 2854
<br /> 204 265 274 r1j, VALERIE
<br /> 50'
<br /> A 205 to 263 275 234 N39*17'44'W 56�00' LANE SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> 264 _cl� 0)) 6
<br /> 11 N29*25'19"W
<br /> 0119 ( r1v 233 6 7.2 3'
<br /> 3/4" I.P. 3 0' lovp Gc� co WOODFIELD ESTATES ,
<br /> FD CIV 286 S19*38'04'E
<br /> L S 3870 (A) co 232 54.93
<br /> ------ "?06 r\, co ti
<br /> ___ --N1O1_s5*46,-vv UNIT NO . 3
<br /> &o 11.1 231 54 94'
<br /> 77 F <)-1,8-_-,85M/ w 'IV 85 S05*08'39"E
<br /> 9 ____
<br /> 230 64.rl' A DIVISION OF A PORTION OF THE SOUTHWEST
<br /> I'v TREET BEING
<br /> •
<br /> 0�)oi- 229 FD R.R. SPIKE (E) QUARTER OF SECTION 20, TOWNSHIP 2 SOUTH, RANGE 5
<br /> S08*18'32'W A
<br /> p _\�124.93' (M)(H)(1) 125�00' (E)
<br /> F,-- Lo
<br /> 228 53 50' EAST, MOUNT DIABLO BASE AND MERIDIAN,
<br /> 226 221 -N21*2i'32'E
<br /> 130 94' D. 3/4" I�P.
<br /> CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 40' WIDE WEST SIDE IRF41GATION ---
<br /> col p CE 25704 (E)
<br /> cli tD
<br /> DISTRICT BOOK "A" OF DEEDS VOL . 369 FEBRUARY, 1994 SCALE: 1" 200'
<br /> OD S.J.0 R. _�184.80' (M)(H)(1)
<br /> PG. 69
<br /> _�_o,
<br /> c
<br /> z NOLTE and ASSOCIATES
<br /> T. 2 S R. 5 E., Engineers/Planners/Surveyors
<br /> M.D. B. & M
<br /> SE WEST 11th STREET 302 CHERRY LANE, SUITE 201
<br /> -392.71'(M)(F)(H)(qL-
<br /> C 19 E
<br /> SEC 20SECTION LINE
<br /> 0- 2248.38' (M) (1) MANTECA, CAL.IFORNIA 95337
<br /> TELEPHONE: (209) 239-9080
<br /> N89037*24"VV 2641.09' (M)(H)(1) 2641.18' (F)
<br /> SEC 30 SEC 29 - 1/4 SEC COR.
<br /> SEC, COR, FD RA. SPIKE
<br /> FD 3/4" I.P. (F) SHEET 3 OF 7 SHEETS
<br /> ,,1_B NO, D26.92-00
<br /> =')263FM3
<br /> C11�3 ;�-�-t4O �2 V
<br /> •
<br /> u,
<br /> s
<br />
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