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FD. XW C. <br /> CURVE DATA TABLE (R I 7)(R 18) <br /> 76.00' S 89'039'45" E 771.44'(M)(Rl7)(Rl8) <br /> NO DEL TA 406S_1NM_ I CaHMORD CH-OLONG REFFJ?EACE "­'� 1 695,44' <br /> J81 001 <br /> 1 61-0-14�58 J5.0 J5.40' A 18 381 51.00' 50.001 50.00, S0 00' 50.00, 50 50.000 J44.44' <br /> jk"4_173_6rr 27&W' 124-66' 123.62 N I rO8'17" E SET il W.C. -SET 31 W.C. SET J' W.C. <br /> SET 3' WC. <br /> L04 Lu <br /> J 14 v2J'146#f 468.00' 117.DT 1I722 N 161&718" W 17 z LQ LQ LQ SET NOTES: <br /> 4 044_0�iw::�.00 166. zz <br /> 08' 165.42' N 03'30',?-1" lie 17 40 - W, - " LOT <br /> �0� I i Z_ F8 Z- 2 Z- F8 0 - 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br /> 41"605-6f ZX,001 2M.&T 196.57" ?� 2 1 4 R, 5 �g 7 IR g _N \ ( <br /> 69"47'16" E 6 (FUTURE LOTS)TS) 2. SET A 56" WITNESS CORNER, ON LOT UNE PROJECTION <br /> ��41 J�7 250.60r- 221.1 -il-ta N 64*59126" E jgyg�R18 J81 tj FOR LOT CORNERS FACING A ROADWAY (CHISELED <br /> 8 J9"1640" _i5­a0_0_7_ 17138' 1 20'0018" t_ M, R17 P ze zt ��* <br /> 68.04 N jJ8 IN CONCRETE SIDEWALK.) <br /> _B0�00 � JY2.57' 35J.46 N 45q210_yr_f M R17 R18 ....101 PUE <br /> ...to, PUE <br /> 15 _jsi+0_if&m -2-80.00' 192.09' lm.J4 N 20u00'34" W J SEE SHEET 2 FOR ADDITIONAL NOTES, REFERENCES AND <br /> __jVi#_r2jff 220.-001--156931 147.98 - -00 saw LEGEND. <br /> 20 <br /> 25066' f7_l_._5_l_T 168.16 k_Vr60r3e_W_ N 89039'45" W 449.29' <br /> 22 PC Aw/0 ANTHONY R LANE <br /> 23 .0 222.00' e3W _�V N Orw5e w N 89 39 5OZ29' <br /> W_bA_ 38' w ';Vs <br /> 2-4 _bOwif-V33" 222.00' -1.72' 1.72 _k 1 1 8J2 W 262.00' <br /> _Z5_ 2052'04" Z22, 49.86 49.75 N_ar0_5r4_7"_f 245.29' LOT AREA TABLE <br /> - --L - 21 4- 6 <br /> --'5-§w 40.00' Zv� <br /> 26 49 29 U.49 N J701649 W N 89"39'45" W 156.00' N 89039'45" W 19Z29' LOT $0, FT. <br /> .................. <br /> 27 _kv22-rW 50-00, 28.25' 27. N 45v50r4_7_"'iV_______ FD CHISELED 11+11 1 428 798 <br /> 60 50. - - OT 7 ... .... <br /> 00' 5?.36' 50.00 W 0#02015 r -A IN CONCRE7E <br /> 11-Y 2 4900 <br /> - _0_rW0 _ 50.00' 5236 50.00 6Ow2O't5" f J8 1 <br /> 2§ 60`0- 10 <br /> J 4900 <br /> 10' PUE (R 18) <br /> 30 �2_ 24 54 50.00, 63.19' 59-07 N 18 W_w 4 4" <br /> 28' 281: <br /> 31 S6_�Od_ '05"-- 5000' _Y1_32-T 3-1.06 2 <br /> 5 4900 <br /> 50.00' w N - <br /> 60 If 68:?5vlJ E 6 4900 <br /> 32 loz LOT "C" i <br /> _14- c <br /> J3 21914'52" <br /> ....... 7 . 49W <br /> 40 -'-Or N 0902346" W 8 5326 <br /> _ 40,00 .83 14.75 N 08014W" E 4 9 <br /> 34 W62 00 8k (FUTURE L 0 TS) $r *21 "W(R) <br /> 35_ 35 17018 4000 24. _,N-2-511 01'013'40" E <br /> I .8O'(M)(R17)(R18) 9 imL <br /> 41 5 <br /> 36 2910 278.00' XV 36.30 N 1240'19" W 10 4541 <br /> Z: "41 N 89039'45" W <br /> 37 _M80-0-1-_4W 44.91 N 04'01745" W V) -r* 45.00' • 11 5224 <br /> j87 4- 1 lzi <br /> --T6vi5�O9 w 12 82,50 <br /> 278.00' 1-.2-8-T 80.99 4_0P0_2r2_0 <br /> _j90-28 45 18 _23'o00 f2_5._40T_T2_4_.F5 _k_14 ii 5im <br /> 00224 <br /> 0 'g� <br /> 46-- 160J4W" 00' 144.64' 144.14 N 07057 " W LOT "B" Iffe'Zo, OV 74 14 4611 <br /> g 1 40" <br /> 41 IrVf��w 500.00' 144.89' 144.39 LQ I __ 15 4691 <br /> N 07056'08" W Z 06,70" <br /> cv 'ZI _��Lp <br /> _ff'_ (FY TURE L 0 TS) 0, <br /> 42 _05wVF16 j&�00 _�XW-4TO-4 _k_lv034T!0ff_w 16 504 <br /> .007- §j-r 17 . 034 <br /> 06048' 54.M 8 <br /> 0 181 45M <br /> 38" 14 W <br /> 44 _0,e4j'2_40__ 46200 21.96 21.96 N IJ44_013ff W L' /" <br /> 45 J5 22 We 0 t- 2 191 45W <br /> _121-_9_jT_j2_lm_w Tylw_w <br /> :E 12 10 20 4966 <br /> 46 02 2858 _5j2_.6V_--ij-.03T 23.05 N lJv4728" w <br /> Lw R <br /> -6 1_0el_5w532.00�-V.J_f 4136 N lOwl_ir5_2_7r_W_ I ;t 21 51 <br /> qK 11 -Zz� I 7J <br /> 47N 8.90J945" w 10 PUE ON ; 16 '�j <br /> 48 _04r4_0r1_5532.00 4J.J7' 4136 NQS IV" w N Z? 7164 <br /> 52-00' M.19' Z 18 N 017515" W 106.911 :2tL_ �64 6@2 23 6991 <br /> 49 0,r3f27" 281 <br /> 50 15 2355 632.60' -f4-2.9-8T 142.M N 0701959" W 43 65 N 890j9'45" W�_nel 24 607J <br /> W I liEL 25 490? <br /> 'ELR 6TJ 777 <br /> 51_i§05Wr2_4ff' 40.001 20.88' 20.64 N T4 w4_irJj_ 61 <br /> -1�l 40.00' 7AJi� SCALE -601 26 4500 <br /> 7� <br /> 52 11 lb 0 7.69' 7M "wF4746w W 28' ------- .2 4 <br /> N 89 039'45 N890026' <br /> 2Z97 k-690-11 W 281 N 89"39'45" W 26. 5 - 45W <br /> -5 J__46055 j e 40.00 k6 5, 38' 9&00 106.89' Aj N 1% <br /> 7 4?8 5610 <br /> JZ9 5610 <br /> _34- 50.00' _&9_2e 6183 N 86024'07" W • 001 <br /> 4i. ' ICHOLE� 890 170. <br /> 55 _�fujy5_9_w' 5-0.OF -4�0-07 43.50 25 'IF 30 4806 <br /> ,) s 90 E <br /> 23 <br /> 5e 67.97' 62.86 N_88"21'20" f 511 w ilEl <br /> N 89 OJ94 7-54146 COURT 98, <br /> Z • 11 15000 <br /> "s x 261 orl For sdoo, 228.5 P 75.k-Atb6f2__0_rl_Sv_E_ 1 J8 ----k_89"J9'45 W ....... N 890J910" W J2 507 <br /> 9999 69 72 9 <br /> "E�R /;�v;l \ 55.021-1.. JJ 462J <br /> 59 _23_ 40 31 40.00' 16.2Ur 16.41 N 78930'00 E ...... 424) "f. ­11pi 34 5096 <br /> 1 - 117.56' 56.02'(M)(Rl7)(Rl8) <br /> 5 _1 1w_1��W 40.00' 12.04 12-00 N _000�213 39 <br /> I t N81*04'R -- 36 Q� ---- ,&10 ----FD CHISELED <br /> 6-6-__4O_065Ww_46-6-0-r- __&_5___r__T 28 77028'1 IUD 71 _6,02' ........... <br /> 7 36 2e, 26 IT J5 4427 <br /> it 89'03945 i\ <br /> 61 27°5 40.00' -1 vy(R) <br /> "161"Ou. 2 28' .. <br /> 9.51' 19-32 N 760v4l'LOV9" W , I" N&U-ZU'jo"t q IN CONCRE7E 36 4624 <br /> _07-le5#2_27r__40.00' 9.06' 9.04 N_&')fj_r22_ff_W 11 911 N 89 39'45' 4- 7 / *� <br /> 68 15 R18 37 4592 <br /> N 89 039' 0 <br /> N 8204 4 35 /b� 3; W IV24 6 <br /> 63 _460'S5_TjWw' 40.00' 28.57' 27.97 N 69"11'58" W Z� 10.15.60' 05,71 <br /> 1931' J3 10 J8 622 <br /> -C4-__4e�D&"r- .50 00' 40.52' 39.42' N _�_l 05�r5_9w_*_ N87037'22" -0��_\ 102.49' LQ <br /> @' <br /> 65 554546 50.00 4a8.66 5720 E N84039105- 1O.J6 100.091 • <br /> 40 51TJ- <br /> ------- '-;--- J4 J7 40 :Nli2 <br /> Q-4 ch -�,1� ',� I - I N 89038'02" W <br /> 66 5701745 50.00' 50 OWO 4794 4-00025ij E 4 '%: 41 067 <br /> C�' <br /> 67 3^56SYr-56W'-- .50.48'__49.T�_N_5rOMTAO�W 6 <br /> 4� N71041 N 89039'45" W 4 '46 Ql_� _±2 <br /> ui ,-L-'��27101 99. % I ..1 1'' "" '­ Glir 'IT 4959 <br /> JW N 89*3914511 w 16 43 4611 <br /> 0 N720456,,ll <br /> _-.5 9943 1--., UNIT NO, 2 'A" J9.211 <br /> 692615108 1 T �5 56 'et Z� ;3.L" <br /> m 10744' <br /> 70 -1SOVrP� 4aool tagil tam N %lz - i:�' ' I <br /> .631'eup '�p - -i�---w--- 30 - 89OJ945" OIN N,A-F, 34-64 <br /> 71 25 N740_5§ g�-z' C� AM <br /> 40.00' IZ66' Q52 N_7r4_l_v25E N 0*20'1,5 E 29 J9 47944 <br /> 0 4698 <br /> 33 9000' 'ClIc- <br /> -7i -464Y5 54-Tr ii E (R) k. 2aw, !g 0 <br /> f8-.5-7T 2797 N 69#W'28" E_ 101 45.00' 45.00' r <br /> 7101 126.98' 1&4 <br /> 73 T�2"kW_lr 278.00 62.Jj' 62.20 N_10042rg�t_ 46 77*2 1 150.74' 06 <br /> &.13 T-62 2-0 N 0334 1" E 0. 67.65' 70.07' 50.00' 45.00' 45.00, cl: <br /> 74 12'06dr48 k' <br /> _�s _VbWr0_Q_ff 50.00' �.77 ;_2t'1O'02- W__---- N 10*1252" W- ......- <br /> j 46.2' co $0 w S 89 39 E 277.72' LQ <br /> 1,14 52.00' - - n 05019 <br /> 0 47 J2 ?0 N w w - X '9 TRACT T NO. 40 <br /> tlc� �� Z: -"f� to <br /> 50 N 82007'16" E (R) 22 �j Z- ZR I N 89038'0211 w <br /> 21 as SUBDIVISIONS OF SW JOAOUIN COUNTY <br /> 10600 ig loo-Oj'- <br /> a-V'3711 W' 120 OR 9 19 18 8 - <br /> N 5 17 15 <br /> '25.201 Zt <br /> "Do 52 LOT "D" ...'I GABPR/EL. ESTA TE"S <br /> 11 1 _R NOT BUILWLE <br /> N 86047131 E (R) 10'PUE W1176 UNIT. 281 <br /> 071 <br /> 51 :290. <br /> -r- 77�..... -....FD CHISELED $1+11 <br /> 45.00 <br /> '061 --1 - - 80.0P <br /> N 43O42'10" E- 1 49 - IOL3.24# 55 '�S.ov Zj0f0o 16 #V CONCRETE UNIT NO. 3 <br /> =q <br /> C& S E 282.07' (R18) <br /> 29.09'(M)(R 17) - JO CHRISTINA <br /> GABREI_ ESTAILc�, LOT 931 cs COURT <br /> 89 <br /> t1jvjT NO, zi x I s "J9 45 E J97001 <br /> N 89"J8'02" W <br /> 341.02' <br /> M.&P, 3 4 -5 5 00 4w -00 BONG A SUBMSION OF A POR71ON OF L07' AS SHOWN <br /> n �- I I I <br /> 102.00' 60 17 <br /> SCHOOL HOUSE ROAD 75 S 89039'45" E 282.07' ESTATES, UNIT NO. 1, AS FILED D IN <br /> 5238' L_jLj ON THE AW OF GWRIEL <br /> LINE 29 59 . .....- 166. 10 <br /> 240 O2r UWS AND PLATS, WOK 34, PAGE 7* SW "QUIN COUNTY <br /> NO. BEARING <br /> DISTANCE REFERENCE 56 LQ 101PUE <br /> N 8992627"" �5,8 r N(RIMR18' • N 89038'02" W LQ RECORDS, AND LYING IN A POR77ON OF THE NORTHEAST <br /> 1 � 21 Z <br /> A A It <br /> 2 S 507122 8.00' W(R 1 102.001 F3 <br /> MR18 N 44038'02" W ....... pk 1p 101PUE..", 74.) 114 OF SECTION 31, T2 S. R.5 E. M.D.B.& M. <br /> 3 N 3998'M`E_ 60.00 W(RIMR18, 3211 LOT "E" <br /> 28.28'(M)(Rl7) ;it <br /> 4 S 50021'22'r-E-- 10.03 (M,(R 1 1$_ "'z' 28 K�� 39 24 25 26 27 <br /> I ;p_ (FUTURE L 0 TS) CITY OF TRACY, <br /> -1 1'99'r W 495.80 N 00021,56" E ....... <br /> 5 N 10 N(R17)(R18 <br /> .49 (MYRIMR18. <br /> 6 N 4 r 18'52 4 0.0 0'(M)(R 17) SW XAQUIN COUffff, CAUFOW14 <br /> wl� <br /> 7 M(R17 I • - -.j 0 n . .FV CH40" $4 11 <br /> '20'15" E -59.00'- 2800,.'• ... <br /> 56.W W(R 17 1 N 870191091, # - A, - - . -, 1.86.04------ <br /> 458.00' <br /> J8102 -50.00'- -45.00'- 45 00' <br /> 8 N 00 N 890 w -72.96' <br /> 9 1 18 1 1' ACCESS ......... 64.05)(M)&17) I -- I f I ...... IN CONCRETE <br /> 10 S 89VJ9'4:e 8.00 RESERVE STRIP 10?00'(M)(Rl7) I 458.00'(M)(R17) ....7 (R17) <br /> 16 S 44v36151 91M R17 R1 L07' 'A' S 0*,?1'58" W N 8901045" W 4M.00' PROPOSED 5' S.E. 77�MnM-W460ELL E�NEE� <br /> 17 N 45:el'07V E 64 1 63 52 1 '51 1 '60 (PER R17) 53 <br /> S 89 39 45 E 7.p5l 17 cl 5.50 17) 1 SEE NOTE- 6 <br /> CABRIE ESTATES, G�BRJE, LSIVES, <br /> -5 ow ill) 1016 12th STREET NOOEsrol MFORN14 <br /> LIIVJT NO. 4 5 1 5 1 UNIT NO� I I A94R77N AN7h -!.*'; <br /> P.• Twy\2042,00 MAPS 2WOOFMJ 813199 D.D. SHEET NO. 53D M._4-F, 3 4 5 M.A-F. 34 5-9 COURT Aquvys 1999 SHEET 3 OF 3 <br /> > <br /> (AQ(R 18) <br /> f4!XR 2 <br /> 7- <br /> PUE <br />