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TRACT NO . 2743 <br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> PARK ATHERTON UNIT 1" <br /> PORTION OF FRACTIONAL SECTION 19, <br /> T . 2S . , R . 5E . . MT . DIABLO BASE & MERIDIAN, <br /> ALSO BEING <br /> NOTE: 3/4"00" I .PJAGGED PARCELS "B"`. "`C"&"`G"`, TRACT N0 . 2577, <br /> L . S . 4210 SHALL BE SET ON <br /> ALL FRONT AND REAR LOT FILED IN BOOK 33 OF MAPS & PLATS AT PAGE 20, S .J .C .R . , <br /> CORNERS, "+" SCRIBED ON CITY OF TRACY, <br /> TOP OF CURB AT FACE OF CURB <br /> (10' r-RW FRONT CORNERS), SAN JOAQUIN COUNTY, CALIFORNIA <br /> SEE SHEET 3 <br /> ALIQUOT <br /> 44 45 46 47 48 I 125 RYAN INO. -CT. STE . 109 <br /> SAN RAMON, CA. 94583 <br /> (510) 838-5544 <br /> 43 <br /> 28 ' <br /> 10 ' P . U .E . <br /> 00 28 ' i DECEMBER, 1997 SCALE: 1 =40 ' <br /> 0 <br /> 67° 36`50"W 353 . 85 ' (T) <br /> I N 680 3800"W 21 <br /> 001 co <br /> cu 87 .00 ' <br /> N 67036 '50"W 461 . 67 * <br /> 0 1 0 <br /> 0 0 <br /> Go RUGBY COURT CD t,. rll-_ <br /> Cu 'co r-, 1 3 rl- <br /> N 67036 ' 50"W 355 . 56 ' (T) in. Ln I a- In Ln <br /> i:-- <br /> 0 00 10 N 0 <br /> 57 .00 ' 57 .00 ' 57 . 00 ' 57 . 00 ' 43 . 80 ' w ca 1 -1 <br /> 0-� 20 N LEGEND: <br /> 00 1 87 .00 ' LO <br /> Nww w w ui10 'P . U .E . 1-" N 68038 '00"W 0CL SET STANDARD CITY OF TRACY <br /> C) 0 4101 z cz @ STREET MONUMENT (BRASS DISC IN <br /> W w 0 LO <br /> 0 Z - . 0 1 0 Ln MONUMENT WELL STAMPED LS 4210) <br /> N M N co 0 0 <br /> w A FOUND G .P .S . MONUMENT AS NOTED <br /> ru cu ru < co <br /> Iq t a r,- I Il- 0 L) rn (M-M) MONUMENT TO MONUMENT <br /> 0 �j _j cu 4 In <br /> cu (n 01 0) ul t1- <br /> 38 (T) TOTAL <br /> ru ru ru ON t-, N <br /> 37 36 35 34 33 1 / . 0 (R) RADIAL BEARING <br /> in N <br /> 7- z z -4 --4 z I 0i <br /> 1q, Lli B7 . 00 ' 19 P .U .E . PUBLIC UTILITY EASEMENT <br /> m P .M . PARCEL MAP <br /> rr z I N 68" 38' 00"Wcv <br /> M&P MAPS & PLATS <br /> CL w z 0 FOUND IRON PIPE AS NOTED <br /> 64.99' - r -r 0 SET 3/4"x30" <br /> 57 . 15 -Z 0 0 I . P . TAGGED L . S . 4210 <br /> 57 . 00 ' 57 .00 57 . 00 0 0 V) c� LACK OF ABUTTERS RIGHTS OF ACCESS <br /> N r,6* 37127"W - CL 5 <br /> � / cu <br /> N C-Zo 34' 57 W <br /> N r67"4316"V 7- NG6*00'40*W w Nro0o"1605"I" ui n CENTERLINE <br /> z W W N 0/R . OFFICIAL RECORD <br /> % : 26 ' 156'J �q) <br /> 0 0 0 m 0 2!4 MEASURED DATA <br /> N <br /> ry m - 41 35, (M) DATA <br /> 0 0 0 Q - 84 . 87 ' (CM) CALCULATED FROM MEASURED DA <br /> N 0 32 2 z 7 <br /> CD w <br /> rn 0 28 m 0 29 m 0 30 mo to 31 I .P . IRON PIPE <br /> 27 i ' ru - 0i - <br /> Lp ni - 0 N LO <br /> . a 0 No " 0 , a 0 40 N 66- 38 ' 00"W R . S . RECORD OF SURVEY <br /> LLJ N ru w r. ru CC) N OD 18 <br /> �j ru rn N m <br /> Lij z z 28 ' <br /> rn z z z -n - - <br /> 10 * P . U .E . ru rr) 0 ',16�-- <br /> 0 V .1"). c).0 SRI <br /> - -L=57 .02 '- - �- L=57 .02 ' -- L=57 . 02 '-„ - V-4 m ru <br /> Lij 17 25 A=0017 ' 25" A=00 17 ' 2523 . 671- 45 .00 , 0 e �; v .► to NJ DATA <br /> W 6=00 111 W 6=9 Q) (0 110 -- <br /> U) R=11,254 .00' A-1051 ' 31 " L-365 . 08 ' (T) 68037 ' 2 9�10� 10 ru -J 0 6 0 DELTA/BEARING RADIUS (FT) LEN./DIST(ET) TANGENT(FT) <br /> 00 tDb - 0/ q* --- <br /> V: fc\0 32 27° 57 ' 10" 50 . 00 24 . 39 12 . 44 <br /> N 68037 ' 27"W /A( 10 . 77 <br /> R=1 V82 . 00 ' A-1051 ' 31 " L-365 .98' 0006 ' 33" 11,310 . 00 21 . 55 <br /> 68 . 67' ' 141 <br /> cX) (po 0006 ' 30" 11#110 .00 21 .57 10 . 79 <br /> .04 FERNDOWN LANE ru 490 19' 43"E-(R) 39 A/ 109 00 10 ' 39" 1 �254 .00 34 .86 17 . 43 <br /> N �8° 37 ' 27"w ' I , 17 <br /> 35 O&A R=11,310 . 00 ' 6-1* 51 ' 31 " L-366. 9i' ('T) 32_. 43 41 • 3026 ' 23" 50 . 00 3 .00 1 . 50 <br /> L=56 . L-57 . ?3 <br /> 97 ' L=57 .03 ' A=70 .0 0 ly 24030 ' 47" 50 -06 21 . 39 10 . 86 <br /> 20 --538 <br /> -A=00 17 ' 19" 90 , 43 -20 <br /> -LIO *P .U . E . - 35° 21' 41 " 70 . 00 22 , 31 <br /> t=O* i7 ' 2O"- - - 6=0* 17 7 <br /> M W 01 '27" <br /> Cc w cr- Cc W w z 33 . 21 ir, .92 <br /> CE = Lu 2 39 2TI, 101 5511 70 . 00 <br /> w ui W r rn m w <br /> �) M . 11 �i * m ui ."Tow it"' 10 12" 9. 75 4 . 69 <br /> m ui 0 w 50 . 00 <br /> 'IT LO - 9 , 0 01 0) 0 <br /> m C�j 0 fu 0 Oj - b, V1 <br /> cNi ni OD 16 14 . 65 7 . 38 <br /> m co 16046' 58" 50 -00 <br /> ni co ru 0 00) 0) C:> No <br /> 00 10 - 7 <br /> 13 'on t-, 8 - 2 (0 ru Oj L� 9 m 24 . 40 12 . 44 <br /> 0 ry c\j 06 <br /> M <br /> 14 E3 'w U) <br /> 17 c\j )0 27057 ' 10" 50 . 1 <br /> v <br /> 0 <br /> �O <br /> M <br /> 0 <br /> W <br /> u <br /> C) <br /> c <br /> �j <br /> 0 <br /> r <br /> (\j <br /> Lp <br /> c <br /> j <br /> ru <br /> w <br /> L <br /> L <br /> Lo <br /> U <br /> C' <br /> 19 <br /> c: <br /> z <br /> 0 <br /> )trn- <br /> 0 <br /> m <br /> Oj <br /> 0 <br /> Oj <br /> z <br /> z )-2 z <br /> Z <br /> 25" 25" 25 <br /> ru <br /> Z <br /> ry <br /> '0 z <br /> Z <br /> 0 <br /> z <br /> 1 ;1 c\j <br /> N 0 cr) N <br /> Z z z z z <br /> L-56 -98 L-57 .03 ' L=56 -98 ' 60 . 00 ' 79 . 27 ' <br /> -)AA�-; I A-00 17 , 10 34 35 . 43 ' 1 57 .00 ' <br /> clu :1 (IN <br /> �j :_1 nj Z ru z LO <br /> Z <br /> ru ru Z ni z cu rn CO <br /> z z ru z z ru <br /> 0017 ' 1 &-O" 17AV N 68" 37 ' 27"W 231 . 70 ' <br /> R=11,410 .00 ' 6-6* 02 * 08" L-1201 . 93 ' (T) FD . 3/4" I .P . ] <br /> U . P . R . R . L .S .4210 (0) SHEET 5O 5 <br /> 91040. It/193 <br />