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30mwql <br /> 14 15 ' TRACT N0 . 2346 <br /> P <br /> I• 6 ./� SUBDIVISIONS OF CITY OF TRACY <br /> 23,,75' <br /> `�� •36.9 9'39'•F \9��21 I SAN JOAQUIN COUNTY <br /> 6q / . <br /> R1g , ���^ I I <br /> N � I <br /> 13 ro� � l <br /> A .� I J I SCHULTE RANCH <br /> to d 26 25 24 <br /> / � 27 23 21 F LOTS 1-9 DIVISION F MOUNTAIN VIEW ACRES, AS <br /> Q 1 8.909' 7324' ' I A RESUBDIVISION 0 , <br /> C; 10' l '`j TRIS 49.610' I 22 RECORDED IN THE BOOK OF MAPS AND PLATS, VOLUME 10, PAGE 19, SAN <br /> -� 12 P,�E - 10.281 48,565' � 56.662. I JOAQUIN COUNTY RECORDS, A PORTION OF SECTION 28, T.2S., R.5E., <br /> al !� 0"E N89 0000E s75.3g I - - MOUNT DIABLO MERIDIAN, SAN JOAQUIN COUNTY, CALIFORNIA. <br /> o �/ C 12 4J v`D. I� 90.00'00"E N8484 58.519' 60.2576 a 5x.661. <br /> J h o 357.819' 59. 565.39. 6 58.279' 64,399' <br /> a Q C 14 # 2963 .,E S89.31'45"E S89.31'45"E CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA. <br /> 10' 61.343' 61.335' �► <br /> 50' R 13 R 14 28 R 14 P.U.E. w TRIPLE E <br /> ll <br /> . -" D - 28 30 �, 31 32 w <br /> CII 10 C 2 q- ( 29 <br /> 00 in M CO m 33 w 34 h Q �� �� C <br /> ,09.461. R% iD C N o N o - w TRIPLE E ENGINEERING S SURVEYING0. <br /> j3"E o o _ z a Ino f m m 'i? <br /> {.179'Q7 w ''' z ►� z z o °' C 17 o N co c`! j °p EXCELLENCE AND EFFICIENCY WITH ECONOMY <br /> R 16 Z �' N �; o Q1 w °1 N 71 E. IOTH STREET (209) 835-2192 <br /> roi ► C 9 iD 28' C 15 tin ;U-) z Z a w <br /> • cc- Ix <br /> T58.500' 56,500' °C C 16 <br /> � i_ <br /> z � C 18 - L LEGEND <br /> Z � ' 61.343' 61.351' �' <br /> Fv ti S 89.31'52"E 167.739' L. 2 C 22 N <br /> u) to ' ti S89.31'45"E 126.702' 0 <br /> b L3 1 z <br /> O 96 A9 , E _ S89.31'52"E COVEY - LANE =I •58'40" �z1Z'S8'34" N BLOCK OUTLINE <br /> RELINQUISHMENT OF ABUTTERS ACCESS <br /> �z N6g°5�,21' G g G\9 86.440' 133.053' -� R=250' . efl�---�=250' - a S89'31'45"E <br /> I L=56.627 =56`;ST�T-' 0 106,714' 1 28.00' 48.01 CENTERLINE <br /> 1 - <br /> iv 1 <br /> N S893152 <br /> ' ' "E 133.053' L I m l <br /> 10 P c21 N1 ' <br /> 1` C 4 !� 56.000' 56.000' ' C3 589'31'45"E 106.714' 'p0 �� "' "' """' SUBDIVISION BOUNDARY <br /> j - - - - - ,n 60.943' <br /> 0.860 - - I <br /> C�I - 45.771w s���6 ,� LOT LINE <br /> C5 C 2 o_ FOUND CITY STREET MONUMENT <br /> O �Oh �O 5 4 3 2 ► o2F` Oo SET STANDARD CITY STREET MONUMENT <br /> \a`t'' �y 9 8 7 6 � j-Ib;6 <br /> 28. I <br /> 50' �a - M w C4 <br /> o m 8Op m m m N 'owe N W im • FOUND AS NOTED <br /> b` O M CD M O O CO (` �p N �t N ;D;'� o NO N - ;� '� cv N SET 3/4" REBAR TAGGED LS 4479 <br /> � ``? O - O p 0 � 0 AT ALLLOT COHNERS <br /> z Q °� 2 z z z z z Z w( 0. 56.000' 56. 00' 59.485' 61.833 45.778 <br /> 67.88© 80.499' 63.890' 6,000' (R)uj <br /> RADIAL <br /> Z O Ft7�? N <br /> `T'' N89'31'52"W 547.373' z (M) MEASURED <br /> oz F � <br /> I <br /> HECUNu INFORMATION <br /> v io (A) MAPS & PLATS 10-19 <br /> (B) FILED S(KIVEY 7-292 <br /> S89'31'52"E (C) PARCEL MAP 6-177 <br /> -" - - - - ROAD` (D) kECOHD OF SUHVEY 29-91A <br /> SCHULTE <br /> (E) MAPS 6 PLATS 25-60A <br /> FOUND 2" DISC W/+ PUNCH0-1 <br /> IN MONUMENT CASE (D)(E). c.UNVE TABLE (F) PARCEL_ MAP 13-1(G) PARCEL MAP 14-19696 <br /> CURVE DELTA RADIUS TANGENT LENGTH CHORD BEARING CHORD RADIAL 0 RADIAL BEARING RADIAL RADIAL BEARING (H) PARCEL MAP 5-13B <br /> 1 120 32' 36" 278.00 30.552 60 .860 S 83° 15. 27" E 60.739 3 S 13° 00' S1" W 1 S 0° 28' 15" W <br /> 2 00 25' 58' 278.00 1.050 2. 100 S 760 46' 10" E 2. 100 4 S 13. 26' 49" W 3 S 13° 00' S1" W <br /> N 0° 28' U8" <br /> 3 12° 58' 41' 222.00 25.251 50 .285 S 83° 02' 31" E 50 . 178 5 E 4 S 13° 26' 49" W <br /> 4 27. 57 ' 10' 50.00 12. 445 24.353 N 760 29' 33" E 24. 152 7 N 27. 29' 02" W 5 N 0° 28' OB" E <br /> 5 6. 01 ' 30' 70.00 3.684 7 .361 N 650 31 ' 43" E 7 .358 8 S 210 27 ' 32" E 7 N 270 29. 02" W <br /> 6 37. 30' 15" 70.00 23.765 45.820 N 670 17' 36" E 45.006 9 ' S 160 02' 43" W 8 S 210 27 ' 32" E <br /> 7 37° 30' 15" 70.00 23.765 45.820 S 550 12' 10" E 45.006 10 S 530 32' 58" W 9 S 160 02' 43" W <br /> 8 37. 30' 15" 70.00 23.765 45.820 S 170 41 ' 54" E 45.006 11 N 88° 56' 47" W 10 S 530 32' 58" W <br /> 9 310 40' 30" 70.00 19.860 38.703 S 22. 50' 2i" w 17 . 181 13 S 77. 03' 14" E 12 N 587° 16' 04" W <br /> 10 19° 47' 10" 50 .00 8.720 17.267 S 40' 30' 20' 10' o' 40' 90' 120' <br /> li Be 10' 00' 50.00 3.569 7 , 127 S 80 51' 46" W 7. 121 14 S 85. 13' 14' E 13 S 770 03' 14" E <br /> 12 15. 49' 48" 278.00 38.650 76.807 S 12 41 ' 40" W 76.563 15 N 69. 23' 26" W 14 S 850 13' 14" E <br /> 13 4. 46' 13" 222.00 9.247 18.483 S 180 13' 28" W 18.476 16 S 74. 09' 39" E 15 N 69° 23' 26" W <br /> 14 11° 24' 09" 222.00 22. 163 44. 180 N q2' 22' 33 W 15 S 80° 28' 08" W 14 N 85. 13' 014" W <br /> 15 94. 18' 38" 20.00 21.564 32.921 N " 25.328 <br /> LINE TABLE <br /> 16 11. 36' 05" 278.00 28.242 56.290 N 830 43' 500 W 56. 194 34 N 13° 26' 49" E 32 N 12° 04' o3" E <br /> i7 i• 22' 36" 278.00 3.340 6.680 N 77° 14 29 W 6.679 LINE BEARING DISTANCE <br /> 18 120 58' 34" 222.00 25.247 50.278 N 830 02� 280 W 50. 198 7 S 27. 29' 02" E 12 N 57. 16' 04" W 1 S 89° 31 ' 52" E 4.096 <br /> 19 150° 12' 58" 70.00 263.228 183.523 N 42 22 33 W 135.2 2 N 89° 31' 52" W 2.594 <br /> 20 27. 57' 10" 5U.00 12.445 24.393 N 18. 45' 21" E 24.152 12 S 57. 16' 04" E 14 S 85° 13' 14" E 3 N 890 31' 45" W 4.008 <br /> SHEET 3 OF 4 <br /> 21 120 58' 34' 278.00 31 .615 62.960 N 830 02' 0' W 62.834 4 N 13' 26' 49" E 5 N 130* <br /> 028' 08" E <br /> 22 120 58' 40" 278.00 31.620 62.969 N 83. 02' 3 <br /> 30 r <br />