MAPS AND PLATS 30-091 - Laserfiche WebLink

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9 ,3 Ov, 8,9'56'11" /� 00. 8,9.56'!1" R,.400' - MT. _ OSO _ _ 19.987' ' . 589.31'26"E MT. 0SO R•400 L-69s3roV -� S89'31'26"E 303.893' TRACT NO . 2 '11.687' 114._037 Lt69'369_,�.---�'J • � " 598,045' � _ S89 3I 26 E, ,- - ._ _ --- ---- I �r I 1 N IN C 25 IM S69'31'26"E 303.893' n I SUBDIVISIONS OF CITY OF TRACY "' Ire C 24 k30 - 35.383' 95.590' 10, 7 .096 86,1 8' i' 36.005' c'� SAN JOAQUIN COUNTY S89 3126E 114.037 ' N M; �.� ( _ - / sF C2 ' 56,028' C 23 � �roti M M oc; ;a �otiff =� SCHULTE RANCH ? I POND i A RESUBDIVISION OF LOTS 1-9, DIVISION F, MOUNTAIN VIEW ACRES, AS baa o a M ( I iu`t /� ' RECORDED IN THE BOOK OF MAPS AND PLATS, VOLUME 10, PAGE 19, SAN 50' 3 N N I fn m) JOAQUIN COUNTY RECORDS, A PORTION OF SECTION 28, T.2S., R.5E., M z - v1 / / / MOUNT DIABLO MERIDIAN, SAN JOAQUIN COUNTY, CALIFORNIA. O "1 N Z / 13 14 15 16 N 17 - 113 _ I 19 W 20 CITY OF TRACY SAN JOAQUIN COUNTY CALIFORNIA. N M i (� ? i dcy m M ! O �� ( • (' N 'Q' Nt I O ;N I O ti I " Ell 1 1 1 I cd Z - 16 Z TRIPLE E - � eco io z a N N IN OD N C 31 �/ �� 5 0 ( o TRIPLE "E" ENGINEERING a SURVEYING CO. _ a / / Y 3 wq I q � M R=250' � EXCELLENCE AND EFFICIENCY WITH ECONOMY o N6g. �; 71 E. IOTH STREET (209) 835-2192 cv // / `� \3 O / p ab2'b9'34" Ls231.225' S0�9 lV ``C�6 rr t ti0 '\�`� )9 IV LEGEND N LEGEND ..� �_ C S 6339' E C 32 Z - ---.-•-- "' / ,i c, ^� / ��° i- ro C4co: 68'50. �2p•4 , I BLOCK OUTLINE cL a C� \,0 cu" rye'\ C`9024g, Rs2____50'- S89.31'20"E ooll I �� , �;' Q; 24.533' S/.805, 28.00- R ///�//// RELINQUISHMENT OF ABUTTERS ACCESS 0 8, - 7 -� �`4 C e \ \'�^� C 26 i ti� - CENTERLINE Rl 23.175' NT4.093 8.616. ` C 2 C I S89.31'20"E _ -'� SUBDIVISION BOUNDARY 9'•K, �0�1� N o a� w to C 3 i� �°' �.�2' / 136964' R/6 v M r cu C 9 2? M 26 0 25 co w ib jo ick O j �; LOT LINE 24 (D 23 `� - a N 0 / '.R/5 � ' V) ;� m ;� N :� ;d- • FOUND CITY STREET MONUMENT Z CD 0 22 /0' in �r ti w o 21 Q SET STANDARD CITY STREET MONUMENT � Q �P,U, 9' 7.124' - �� I 12 J R/ E. 8.90 n 5 10.281' 49.610' 56-662- z� �! FOUND AS NOTED 565 6.66 in ' X 50'- �/ r ltd t N C I N64 15'00ME N89.00'00"E S75,3 . P Z Z SET 3/4" REBAR TAGGED LS 4479 J o a iv Raj' S90.00'00"E 58.847' 58.519' 60.25. "E 58.667 AT ALL LOT CORNERS >- Q M/ O 57.819' s�5.3g. 58.279' 64.399' Q I 1 62196 36•E S89.31'45"E 1- o Q r ' 28 1 30 61.343' S861.3355,E (R) RADIAL ZI _R 14_ R 14 29 1 31 I (M) MEASURED ( I 32 RECORD INFORMATION I 1 33 1 34 SCALE: 1" = 40' (A) MAPS 6 PLATS 10-19 1 ( (B) FILED SURVEY 7-292 40'30' 20' 10' 0' 40' 80' 120' 1 I (C) PARCEL MAP 6-177 ' (D) FECORD OF SURVEY 29-91A I CURVE TABLE (E) MAPS 6 PLATS 25-60A CURVE DELTA RADIUS TANGENT LENGTH CHORD BEARING CHORD RADIAL * RADIAL BEARING RADIAL 0 RADIAL BEARING I (F) PARCEL MAN 13-104 (G) PARCEL MAP 14-196 1 7 43' 39" 278.00 18.755 37.494 S 85 39' 30" E 37.466 26 S 8 12' 19" W 25 S 0 28' 40" W I 2 11 41 ' 26" 278.00 28. 460 56.723 S 75 56' 58" E 56.624 27 S 19 53' 45" W 26 S 8 12' 19" W (H) PARCEL MAP 5-138 3 1 15' 56" 278.00 3.070 6. 140 S 69 28' 17" E 6. 140 23 S 21 09' 41" W 27 S 19 53' 45" W 4 8 29' 59" 222.00 16.497 32.933 S 73 05' 18" E 32.903 28 N 12 39' 42" E 23 N 21 09' 41" E 5 14 32' 53' 222.00 28.337 56.368 S 84 36' 44" E 56.217 29 N 1 53' 11" W 28 N 12 39' 42" E CURVE DELTA RADIUS TANGENT LENGTH CHORD BE CHORD RADIAL * RADIAL BEARING RADIAL #+ RADIAL BEARING 20 7 3H' 05" 368.00 24.555 49.036 N 86 39' 32' E 49.000 36 N 7 09' 31 " W 33 N 0 28' 34" E 6 15 09' 59' 222.00 29.555 58.764 N 80 31 ' 49" E 56.593 30 N 17 03' 10' W 29 N 1 53' 11" W 21 2 18' 06" 368.00 7.393 14.783 N 81 41 ' 26" E 14.782 35 N 9 27' 37" W 36 N 7 09' 31' W 7 14 46' 43' 222.00 28.791 57.262 N 65 33' 29" E 57. 103 19 N 31 49' 53" W 30 N 17 03' 10" W 22 5 30' 26" 432.00 20.778- 41 .523 N 83 17' 36" E 41 .507 34 S 3 57' 11 " E 35 S 9 27 ' 37" E 6 51 11' 21" 20.00 9.560 17.868 N 32 34' 26' E 17.280 17 N 83 01' 14' W 19 N a1 49' 53' W 23 4 25' 45" 432.00 16. 706 33.395 N 88 15' 41 " E 33.387 33 S 0 2B' 34' W 34 S 3 57' 11" E E) 13 37' 48" 278.00 33.223 66. 133 N 13 47' 40' E 65.977 15 S 69 23' 26" E 17 S 83 01' 14" E 24 9 56' 11' 432.00 37.553 74.918 N 85 30' 28" E 74.825 33 S 0 28' 34' W 35 S 9 27 ' 37" E 10 4 25' 39' 222.00 8.582 17. 155 N 18 23' 44" E 17. 151 31 N 7349' 05" W 15 N 69 23' 26' W 25 9 56' 11" 368.00 31 .990 63.819 N 85 30' 28" E 63.740 35 N 9 27' 37" W 33 N 0 28' 34" E 19, 8 51' 35" 222.00 17. 198 34.328 S 11 24' 33" W 31.294 17 S 83 01' 14' E 16 S 74 09' 39" E 26 20 41 ' 01" 278.00 50.730 100.357 S 79 10' 50' E 99.813 23 S 21 09' 41" W 25 S 0 28' 40" W 12 44 47' 16" 76.00 31.315 59. 409 S 29 22' 24" W 57.908 18 N 38 13 ' 58" W 17 N 83 01' 14" W 27 52 59' 34" 222.00 110.668 205.327 N 84 39' 54" E 198.087 19 N 31 49' 53" W 23 N 21 09' 41" E 1:1 6 24' 05' 76.00 4.250 8.491 S 54 58' 05' W 8.487 19 N 31 49' 53" W 18 N 38 13' 58" W 28 15 49' 48" 222.00 30.864 61 .336 N 12 41 ' 40" E 61 . 141 14 N 85 13' 14" W 15 N 69 23' 26" W 1�1 ii 08' 21' 276.00 27. 109 54.047 S 63 44' 18' W 53.962 20 N 20 41' 32 " W 19 N 31 49' 53 " W 29 13 37' 48" 222.00 26.531 52.811 N 13 47' 40" E 52.687 15 S 69 23' 26" E 17 S 83 01 ' 14" E 15 11 53' 10" 278.00 28.940 57.672 S 75 15' 03' W 57.568 21 N 8 48' 220 W 20 N 20 4.1 32" W 30 51 11' 21" 76.00 36.404 67.900 N 32 34' 26" E 65.664 17 N 63 01 ' 14" W 19 N 31 49' 53" W 16 19 06' 31 " 278.00 46. 792 92.715 N 89 15' 07' W 92. 286 22 N 10 18' 09" E 21 N B 48' 22" W 31 52 59' 34" 278.00 138.584 257. 122 N 84 39' 54" E 248.055 19 N 31 49' 53" W 23 N 21 09' 41" E 17 10 51' 32" 278.00 26.423 52.687 N 74 16' 05' W 52. 609 23 N 21 09' 41" E 22 N 10 18' 09" E 32 20 41 ' 0V 222.00 40.511 80. 14 S 79 10' 50" E 79.707 23 S 2109# 41' W 25 S 0 28' 40" W 1H 11 21' 09" 222.00 22.066 43.987 N 74 30' 53' W 43.915 24 S 9 48' 32" W 23 S 21 09' 41' W 19 9 19' 52' 222.00 18. 117 36. 155 N 84 51' 24' W 36. 115 25 S 0 28' 40" W 24 S 9 48' 32' W 1�% SHEET 4 OF 4