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<br /> aim
<br /> N TRACT NO. 2868
<br /> `^ SUBDMSIONS OF SAN JOAQUIN COUNTY
<br /> Lr) �� 2
<br /> el-
<br /> o FOOTHILL VISTA SESTA TES'
<br /> ll
<br /> NOArFD. 1/2" 1. PIPE
<br /> 3'X3' W.C. UNI T 2
<br /> PSG �O J�
<br /> N NAGGED L.S. 4876 Q
<br /> CERT. OF CORR. O V BEING A SUBDMSION OFA PORTION OF LOT "B'; AS
<br /> I.N. ji6_0401061SHOWN ON THE MAP OF STERLING ESTATES, UNIT NO. 2,
<br /> o / 70 �� FILED IN BOOK 33 OF MAPS AND PLATS, AT PAGE 14,
<br /> SAN JAAQUIN COUNTY RECORDS AND THE "DESIGMTED
<br /> REMAINDER', AS SHOWN ON THE MAP OF FOOTHILL VISTA
<br /> 71 ESTATES, UNIT NO. 1, FILED IN BOOK JJ OF A"'S AND
<br /> J PLATS, AT PAGE 29, SAN JOAQUIN COUNTY RECORDS, AND
<br /> , ��) G �5 3 LYING IN A PORTION OF SECTION 19,
<br /> as° oA ; ' � T. 2 S., R. 5 E., M. D. B. & M.,
<br /> 76 ,;��;�, N gti�� ��' -�° CITY OF TRACY,
<br /> °(R)7 „ �� 72 / 5 � P / SAN Ja4QUIN COUNTY, CALIFORNIA
<br /> 3 W.C. x.82' �. I \ �• 9 J
<br /> 33 -
<br /> J _ THOMPSON-HYSELL ENGINEERS
<br /> �� ol , 27 E� 9 ,s , \ SCALE 1" - 60'
<br /> � � R� 32 75 �' 9�
<br /> P� 6°0',o' P.0 o ,z,'' E ���J�� I \ / ; r ---- 1016 12th STREET MODEYM, C,ALJFVRN14
<br /> C> ,> i N 3.5 _ (M)(R27) JANUARY, 1998
<br /> N 89 6. '05„ W lr _ `
<br /> _ 75
<br /> �, 99
<br /> 66 - NOTES:
<br /> 34 -y 35 N 74 w ��i W �1 100.90' 46.09'
<br /> -, 5 1 O 30 11 :JJ 1. ALL DISTANCES ARE MEASURED UNLESS OTNEAWIS£ NO-1to.
<br /> N 86°06'04" E �P�_ `" � � � ^ ,�� k,
<br /> --------- 72, 00 0 0, / 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> 28 r - ° 2 � ^ "� `L/ 6 ' _ ` -- - _ ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> �. 77 w N 89 41 45 W ^o 00 0 ,dry 71 ti \
<br /> 29 115.14' 0 b. - 3. SET A 5'6" WITNESS CORNER, ON LOT UNE PROJECT70N
<br /> 44°42'39" W r ' FOR LOT CORNERS FACING A ROADWAY. (CHISELED
<br /> 2 c r �/ IN CONCRETE' SIDEWALK.)
<br /> 28.28 73 o z ' 20 ,� 21 70
<br /> to 4. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM2-95.
<br /> N 89°4329" W '� --1 ^ _ 10' P.U.E _ E �R� _ REFERENCES: 5. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS
<br /> O $ 100.00' 28' '� �4 18.90 6023
<br /> 23 3 6,-' _ AND BOOK OR VOLUME PRECEDES PAGE.
<br /> 5 8 -' u (R 1) RECORD PER P.M. 4-14
<br /> .�- l0 3.29'�� 17 R/�/IER,q 22 10' P.U.E. ^ lv (R2) RECORD PER P.M. 5-32 6. DIRECT PEDESTRIAN AND VEHICULAR TRAFFIC ALONG THE
<br /> W W 8 ;/ O ��) r (R3) RECORD PER P.M. 12-55 NORTHERLY BOUNDARY OF LOTS 76 AND 77
<br /> 7p N 89041145" W 223.84 O N 86°40'42" W J3 (R4) RECORD PER P.M. 13-29 IS PROHIBITED AND SHOWN THUS
<br /> U o -- ---------- ------ - - ----- -- --- --- --- �0 /9
<br /> Q �iii�iiil��.
<br /> of N N 8904 1'45" W � p 90.28' (� (R5) RECORD PER P.M. 18-129
<br /> r ° COURT r (R6) RECORD PER P.M. 19-2
<br /> N 89 43 29 W 113.23 18 23 ( �,- - - - __. __ - - - (R7) RECORD PER P.M. 20-31 LEGEND:
<br /> n 100.00' �. i 3.9.99'__ -56,00' _ 17. 4� q� - -- (R8) STATE HIGHWAY R/W MAP
<br /> 4- "� DIST. 10-RTE. 205,
<br /> 7 o c 10' P.U.E. 69 ^ 3 �� /4 IRON PIPE, TAGGED
<br /> FOUND AND ACCEPTED 3 "
<br /> I g S 28'; �' W �+, w �� 24 i �� O 1 I SHEETS 16 & 17 L.S. 4876, (R26) UNLESS OTHERWISE NOTED.
<br /> 79 i W 65 ;
<br /> \ � i 25 4, 1� y 6�� (R9) RECORD PER CINTRA PARK - - FOUND AND ACCEPTED 1/2" IRON PIPE, TAGGED
<br /> I,-) S Ii t kJ% �� 28 I 28 UNIT NO. 1, M.& P. 32-47 L.S. 4876 R27 UNLESS GTNE�?M75£ NOTED.
<br /> N o� j " v I�" �°r �. - - -- - - - - -- - - -- - (R 10) RECORD PER R.S. 6-28 , ( )
<br /> Q •' N 89°43'29" W W� g m a o 0 6'b' 0 0 0�67� o 1� (R11) RECORD PER R.S. 6-165 -{}- FOUND BRASS DISK, STAMPED L.S. 4876, IN MONUMENT
<br /> " ° ^ rn o, �;* 68 a'_ �`� (R 12) RECORD PER R.S. 17-93 UNLESS OTHERWISE NOTED.
<br /> 100,0c, S (R 13) RECORD PER R.S. 29-97 SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876
<br /> N 78018-10" W N 78 018 03 W O (R 14) RECORD PER P.M. 18-120
<br /> 0 80 � j 4.60' 7.53' (R 15) RECORD PER R.S. 30-60 -OO - SET BRASS DISK, STAMPED L.S. 4876 /N MONUMENT WELL
<br /> o o g 60.DO' 56.00' 56.00' i z 108.86' (R 16) RECORD PER P.M. 17-155
<br /> 2 r� ; •
<br /> N 8904J'2-9" W I Z J N A ��_ _� • _ (R 17) RECORD PER P.M. 20-17 P.U.E. PUBUG UTILITY EASEMENT
<br /> 100.00' I N 89°41 45 W 280.86 12 13'�/ O r' _ (R 18) RECORD PER 1.N. 92088610 S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> (R 19) RECORD PER 0.R. 4062-458 (M) MEASURED ON THIS SURVEY
<br /> o l (R20) RECORD PER P.M. 20-102 W.C. WITNESS CORNER
<br /> 6� 6.� 62 6 60 I (R21) RECORD PER BRIDLE CREEK,
<br /> M.& P. 32-91 ..M. PARCEL MAP
<br /> \ � R22 RECORD PER BRIDLE CREEK M. Ar P. MAPS AND PLATS
<br /> i 28'1 28' l _ _ ( ) M.& P. 33-01 R.S. RECORD OF SURVEY
<br /> UNIT N0. 2,
<br /> CURIE DATA: �' SEE" SHEET 4 (R23) RECORD PER PARK ATHERTON I.N. INSTRUMENT NUMBER
<br /> UNIT 2, M.&P. 33-20 0.R. OFFICIAL RECORDS
<br /> CURVE DELTA R4DlUS LENGTH TANGENT CHORD CN. BEARING (R24) RECORD PER BRIDLE CREEK, © CURVE REFERENCE NUMBER
<br /> --- .__. UNIT NO. 3, V. 33-33
<br /> � � 7 LINE REFERENCE NUMBER
<br /> �17 38 44.22 50.00 33.81 17.58 33. 17 S 70"56'04" w LOT AREA DATA. (R25) RECORD PER
<br /> _ 18 3804_422" 50.00' 33.81 17.58' 33. 17' N 70 19'34" W MONUMENT RECORD SET 1/2" X 24" IRON PIPE TAGGED
<br /> 19 _ 25728'44" 50.00' 224.70' 62.32' 78.00' N 00018'151' E LINE TABLE TRACY MODIFIED COORDINATE SYSTEM L.S. 4876 AT ALL REAR LOT CORNERS
<br /> - 0 ,. .. LOT S . FT.
<br /> -20 18 53.38 50.00 16.49 8.32 16.41 S 61 00 42 W 65 6280 PER ASSOCIATED CONSULTANTS INDICATES WITNESS CORNER; SET 1/2" x 24" IRON PIPE
<br /> -- a GROUP INC. / I TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED
<br /> 21 59 10 55 50.00 51.65 28.39 49.38 N 79 57 37 W 66- 6048_ UNE DIRECTION DISTANCE REF. 3 W.C.
<br /> a
<br /> _-22_. 53 5758 50.00 47.09 25.46 45.37 N 2J"22'35-" W 67 5837 1 S 08 1 T 17" W 97.00' M R27 (R26) RECORD PER FOOTHILL VISTA ESTATES INDICATES WITNESS CORNER; SET 1 2 x 24 IRON PIPE
<br /> 23 533_7'03" 50.00' 46.79' 25.27 45. 10' S 30 2456" W 68 7416 -- ---- - - - - 7 TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED
<br /> 2 S 05005'32" W 61.57' M R27 UNIT N0. 1, M.& P. 33-29 3'X3' W.C.
<br /> 24 61x31'19" 50.00' 53.69' 29.76' 51.15' S 87059107" W 69 11082 --- -----a - - -- (R27) RECORD PER STERLING ESTATES, UNIT
<br /> ----- - -----0 - 70 11963 _3_.__S Ol5-J 47�� W 61.54 M)(R27j �Liiii RESTRICTED ACCESS
<br /> 25- _ -10 17_51 50.00 8.99 4.51 8.97 N 56 06'18" W 4 _ S 05 57155" 62._61 _ M R26� NO. 3, M.& P. 33-30
<br /> 26 24009'31" 278.00' 117.22' 59.49' 116.35' N i f 48'14" W 71 8415 -, (.)( _ BASIS OF BEARINGS.
<br /> _._ _ 72 8885 5 N 78x 18'03" W 34.74' M R26
<br /> 27_ 224 x43 119 50.00" 196.11" 121.54 1 92.48' S 4,3045'201' W 73 --660-
<br /> 28 68 652'50 50.00 60.1 l 34.29 56.55 S 34"09'541'* E 74 - 9274 BEARINGS, DISTANCES AND COORDINAIEs ARE BASED ON THE
<br /> 29 04x10'27" 278.00' 20.25' 10.13' 20.25' N O1 48'43" W 75 8400_
<br /> CITY OF TRACY MODIFIED GRID. A LINE BETWEEN CITY OF
<br /> 30- 10 56'43" 278.00' 53.11' 26.63' 53.03' N 09 22'17" W 76 9893
<br /> TRACY MONUMENTS No. GPS-2 AND No. GPS-22, BEARS
<br /> J, ,.
<br /> 31 09a 02 21 278.00 43.86 21.97 4J.81 S 19 21 50 E 77 10660_- NORTH 8 07'22" EAST, AS CALCULATED FROM RESULTS
<br /> 32 1532'05" 50.00' 13.56' 6.82' 13.52' S 31 39'02" E 78 6500
<br /> PUBLISHED BY ASSOCIATED CONSULTANTS GROUP, INC.,
<br /> 33 9347'31" 50.00' 81.85' 53.42' 73.01' N 86018"51"' W 79 6500__ ON FILE IN THE OFFICE OF CITY OF TR4CY PUBLIC WORKS
<br /> nTEM
<br /> ___-_.__. __._a.___ 80 5600
<br /> 34 115 23 43 50.00 100.70 79.08 84,52 S 10"54"28-" E DEPARTMENT, IN THE TRACY MODIFIED COORDINATE S
<br /> VALUES, TABLE 1. ALL DISTANCES SHOWN ARE GROUND
<br /> 35 2409',31" 250.00' 105.41' 53.50' 104.63' S 11048'15 E DISTANCES.
<br /> P.-\TRACY\ 184300\ 184300\MAPS\FM-2-Vl 2-13-98 0.D. SHEET NO. 53D SHEET 5 OF 5
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