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<br /> PARCEL 3 „ (M)N?0) TRACT N0. 27J.1
<br /> P.M. 20-102 ` N 83°255 E _.... N BJ .33'S,�" w
<br /> 6�9°, N h�,`' (m)(R20) 90.08' . RZo ..•==;•-moo B?.„� SUBMS/ONS OF SCAN JOAQUIN COUNTY
<br /> o! �c, 73
<br /> 00� �'/y (M)(R20) Ni- 50'19 j.91'
<br /> o , „ N 66026'03" £ 3 - CREEK��4.
<br /> ti 2y ow A=3 10 23 44.69 (M)(R20)•••••. �"''� 28.28 z w PARCEL 2 BRIDLE
<br /> 9B7' V R-2?_2.00' N �h,h� 1
<br /> 0
<br /> P.M. 20-102
<br /> L=12.30 , N 463 .�5 .. ; o
<br /> QQ
<br /> • SQ1i • I CT=6. 159 43.56' 41
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<br /> 4W CH.BRG.-S 17°23'01" W 42 • __..
<br /> 24 2 �...
<br /> N l BOO, • o , „ i '
<br /> 25 o ?800-,:�: N 2600451"51 E 10.03 40 27 �, BEING A SUBDIVISION OF PARCEL 1, AS SHOWN
<br /> 2J z o :'- /• 4356 (M)(R20) / i \ , �v
<br /> 26 6,
<br /> 5 �� 'Doo°, ti 6'90!0- ''�� pp,kh0� ON THE MAP FILED IN BOOK 20 OF PARCEL MAPS,
<br /> f�'' 28 < !°,o o',\ ti `'
<br /> w��� vF '`°h` ° AT PAGE 102 SAN JOAQUIN COUNTY RECORDS AND
<br /> z 8 - �, d90
<br /> 0
<br /> 28 "� ,h, o .. s 65° / ��`, ? e s,� ,�,�Q' L Y/NG IN A PORTION OF SECTION 19
<br /> �� �' ti 14 N 05030'48", E 0'01 00 °?�!S••':'�` N 6S° �'yJ S F '\h 1 T.czn' � 3 21 1.53 - - - , ti 9 ° 27 43.56 ...... a ! , r'� J• �.� tip !. 2 S., R. 5 E., M. D. B. & M.,
<br /> 10 P.U.E. _- .'y 62 Q i 10 P.U.E.• ti' / Bo
<br /> 22 �, \ - L 60.00, 42.18 y00 2i 29 26 ? o �` N 6S° 15> 4! �2/y N 6S�J�'Q20 �'h
<br /> D i' k J9 // o?. �6- o j'...., o?, ) ti \Z CITY OF TRACY,
<br /> 104. n, o R !
<br /> 18 N N 85o22,28-"' E oo N 85 13 46 E ( ) 3' WC; � \� !y �.....:'��, Vie, �6�`�: �o �� SAN JOAQUIN COUNTY, CAUFORN14
<br /> _....O o 100.00' 25 `L
<br /> 2 3'
<br /> W.C. ���� w E__._..207.0T_------ �'
<br /> N 45022'28 N 15003'16" W �R� \ ?O`5
<br /> ti
<br /> _ vC01JRT4356'•..... o g�5�'' 30 N ss�'T .�� o ,. Th(OMFSON-HYSEL L ENGINEERS
<br /> 20 z . OLD RIVER ti o 53 3 \ , O?;S ti�yF tiw /
<br /> LO 37.62 se r N 8.5022'28 E s,,°
<br /> ' '�.►` 19 104. 1 ls., 15 28 ao 1163 31 , -� , '•. 8000 lyJ` �►
<br /> / ��.► \ 42.48 `�6•., (Rl �, r , h :T-y`lO.o o :o ....�
<br /> �, �.�, _ so.00 _ -3-w.c s9� g'��'� , Aja ,, ° i ` 1016 12th STREE? MODESTO, CALIFORNIA
<br /> o i` 23 1.53'.... 10 P.U.E. . . 8' \ N 6A 310 00 'Z�' `� s� J8 0`'� ;`� /� F ,N j
<br /> 3x3 w.c: ', 2 8 0 0 36 APRIL 1996
<br /> o r \ o�� 56 oh '� r O� \w cr ��, ryp 1
<br /> 2 N 24 �jh h�' Qi"r O 'o�` J ,
<br /> �1 J714, S, ti 6S° � , ,,�5 ti
<br /> � tV �, 3 k' , 9 6 \ , �,l ,� ,� �� p� , o?; /pp ire. �'6g°5� NOTES
<br /> v �, N .. �, 29 g ,��� N�sr°= ti po '� S''Iy /M' ? ,N 28.288
<br /> o 4v , 1 g 16 �� o ,^� e- !!e Sys ti �• oo- 8
<br /> 63 "� oph o 0�0 ao ss , OB' 6-�y h / , 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> �ti, ti i� w 20 ^; \ h`O as ,� ' °� �° JS J� 1 tip/ 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> o�C 22
<br /> �N 2 c Z ;,� O 6? N 6S0 ,moo /o 1` , �~ `�/ •43 � ALONG ALL,STREETS AS SHOWN ON THIS MAP.
<br /> Jo oh 0 � �- 0?� /hyo �• / � J. SETA 56"' WITNESS CORNER, ON LOT LINE PROJECTION
<br /> 1/ 2 9��2' 10 7 \ 17 ,h 'O.�' V .mak �`� �V�p
<br /> FOR LOT CORNERS FACING A ROADWAY. CHISELED
<br /> oS, �'' J1 ^ pp ,ah h ti 5b IN CONCRETE SIDEWALK.).
<br /> W .. - oh 1 J4 o ti �, p /. 4. THIS MAP REFERS TO APPROVED TFNTARVE MAP TM2
<br /> 4 ` 3' W.C. �Rl \ �C �. 17'x''••.... ? 3'2 ti� 0 ,� ti `00 J 5. ALL REFERENCES ARE TO SAN JOAQIUN COUNTY RECORD:)
<br /> s �'4U o° N 6 ° /O�01 ,�`' /� r AND BOOK OR VOLUME PRECEDES PAGE.
<br /> 6� o�2 F,1 18 l O ` !O !S. /h h SCALE
<br /> ti
<br /> N
<br /> ;� •. 6! 59 0
<br /> oy Sy. 6?
<br /> o....` 2 �..\..3 W.C. Q� 1tto" '7 ��� 12 ss, ,
<br /> JJ /;� <v� , / �� LEGEND
<br /> O�lOI N6t° '?- • FOUND AND ACCEPTED 3/4" IRON PIPE, TAGGED
<br /> • \ °�� \hh /�(v �o!'�, N st° N'��c'Q 593 �'Q?O 99.E / ��I L.S. 4876, (R20) UNLESS OTHERWISE NOTED.
<br /> 3' W.C. ,�� '` , 59S ?o ci !y . �g 29 ?8 / /
<br /> 3 W.C....... �,, ! :.E C
<br /> >> 6 � �SsoO, ?s0 •• � mss'::/ / -O- FOUND MONUMENT IN MONUMENT WELL,
<br /> Oy, °�,'°`� O �' 'y? s��i� ''S' ti� N 69
<br /> M)�R20, N ACCEPTED AS NOTED
<br /> s 6f° - ..... 3' W.C. �'pi' ti� '�O�` �` 'B' 7c�p o j REFERENCES. �_ SET 3/4" X 30" LONG IRON PIPE TAGGED L.S. 4876
<br /> S9s ,, �' 15 `h S60 ,y 'Q? ` o \ R 1 RECORD PER P.M. 4-14
<br /> BASIS OF BEARINGS : 6 F �6ss a o`'� �,� o ti0 / () RECORD PER P.M. 5-32 -O- SET 3/4" X 30" LONG IRON PIPE IN MONUMENT WELL
<br /> �O s?9 F 'y 4 to �!c` pro Z `" 41 6 0 / "' (R3) RECORD, PER P.M. 12-55 TAGGED L.S. 4876
<br /> •O iv�. o.... A
<br /> BEARINGS, DISTANCES AND COORDINATES ARE 84SED ON THE 's�•li y..•3' W.C. �' ti l<! •ooh 6 Sys € (R4) RECORD PER P.M. 13 29 P.U.E. PUBLIC UT7L/7Y EASEMENT
<br /> CITY OF M4CY MODIFIED GRID. A LINE BETWEEN GTY OF w c.� o�- 6-
<br /> (R5)J `� / 6,r 6 R5 RECORD PER P.M. 18-129
<br /> TRACY MONUMENTS No, GPS-2 AND No. GPS-22, BEARS of `5600: ry �o '3 h J` 1 6' ( ) S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> `b R6 RECORD PER P.M. 19-2
<br /> NORTH 87°07'22" EAST, AS CALCULATED FROM RESULTS S�?O, y 3' W.C. �' 1 ti • = .h ��' o (R7) RECORD PER P.M. 20-31 (M) MEASURED ON THIS SURVEY
<br /> PUBLISHED BY ASSOC14TED CONSULTANTS GROUP' INC. oh h € O 1�` (R8) STATE HIGHWAY R/W MAP
<br /> ON FILE !N THE OFFICE OF C/Tl' OF TRACY PUBLIC WORKS 6� O� 12 ti0 ,� s9- h�' °O`4 ,r E DIST. l0-RTE 205, W,C. WITNESS CORNER
<br /> S
<br /> -� �' �`'/� 1' °' "� 4 ti P.M. PARCEL MAP
<br /> DEPARTMENT, IN THE TRACY MODIFIED COORDINATE' SYSTEM 6�° � J' h � h o 8
<br /> VALUES, TABLE 1. ALL DISTANCES SHOWN ARE GROUND 59;56,, -�"" 3 W.C. �,� Q•/ ,� 69 5 5 SHEETS 16 dr 17 PARK
<br /> DISTANCES N !y S6 6y J�•Q?O p °�'� °' N 2829 (R9) RECORD PER
<br /> M.I&P 32 47 M. & P. MAPS AND PLATS
<br /> 6�ro 00-� 58. ,/ /h �, R.S. RECORD OF SURVEY
<br /> CURVE DATA: LOTS syss' ,9�1�' ?8 RECORD PER R.S. 6-28
<br /> ?9'S -�b 4'� h �ti,� (R11) RECORD PER R.S. 6-165 I•N INSTRUMENT NUMBER
<br /> .999 h O `,/ ( S.F.N. SEARCHED, FOUND NOTHING
<br /> CURVE DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING �1'6'�r° �9, ��`�oJ �� • S8- ` o`� J� (R12) RECORD PER R.S. 17-93 O.R. OFF1ClAL RECORDS
<br /> 4
<br /> 04"01'44" .1215.00 85.44 85.42 42.74 N 62059'04"' W M R20 Sy. hr•� �..••,•� oh (� h /Q (R13) RECORD PER R.S. 29-97
<br /> 5 14019'J6" 278.00' 69.5 1' 69.33' 34.94' S 11048 W `56'' "h �' V ti h`ti'/�O / / (R 14) RECORD PER P.M. 18-126 31 CURVE REFERENCE NUMBER
<br /> 6 83u58'09"�� 250.00 366.38 334.47 224.98 N 23 00'51�� W >9) �IV ° `�8'� �W (R 15) RECORD PER R.S. 30-60
<br /> 7 83 58 0,9 278.00 407.42 371.93 250.18 S 23000'51 E (M)(R20) !�, Sys • [ (R16) RECORD PER P.M. 17-155 ��" SET 1/2" X 24" IRON PIPE TAGGED
<br /> 8 83 58 09 222.00 325.35 297.01 199.78 N 23 00'51' W M R20 l'�Jh 6- �y \ (R17) RECORD PER P.M. 20-17 I L.S. 4876 AT ALL REAR LOT CORNERS
<br /> 9 16 53 49 278.00 81.98' 81.69' 41.29 S 22 20'36 ' E 30 '� !!60 , ` (R 18) RECORD PER I.N. 92088610 INDICATES WITNESS CORNER; SET 1/2" x 24" IRON PIPE
<br /> 10 JO 19'08" 278.00' 50.07' 50.00' 25.10' S 35057'04"" E �F�//'' o ......• % (R19) RECORD PER O.R. 4062-458 TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED
<br /> 11 10019"09" 278.00 50.07 50.001, 25.10' S 46016112"' E V� o (R20) RECORD PER P.M. 20-102 3' W.C.
<br /> I? 10 18'16" 278.00' 50.00' 49.93 25.07' N 56 3.4'55" W o INDICATES WITNESS CORNER; SET 1/2" x 24" IRON PIPE
<br /> 13 03 15'53" 278.00' 15.84' 15.84' 7.92' N 63 21'59' W UR DEL TA RADIUS LENGTH, CHORD , TANGENT CH. BE4RING, L 0 T AREA DATA 3'X3' W.C. TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED
<br /> 14 20034-'0-4'' 222.00 79.69 79.27, 40.28, S 05 30 48" W 25 59 1541„ 40.00 41.37, 39.55, 22.75 N 85 19 54
<br /> 15 20 34 04 222.00 79.69 .79.27 40.28 S 15 03 16 E 26 239 15 42 50.00 208.79 86.92 87.,91 T-04-'4_0'06"
<br /> 16 20u34'04" 222.00 79.69 79.27 40.28 S J5037'20" E 27 46059'10" 50.00 41.00 39.86 21.73' S 88 31 50' LOT SQ. LOT SQ. FT. LOT SQ. FT. LOT SQ. FT `
<br /> 17 19 05'34" 22.001 73.98' 73.64' 37.33' S 5502 E 28 47009'22" 50.00' 41.15 40.00' 21.82' N 4402J54"" 12 58711 6208
<br /> 12798- JJ jlI 4 8 14
<br /> 18 4005514"' 40.00 28.57' 27.97' 14.93' S 74 09 45" E 29 47009"21"" 50.00' 41.15' 40.00' 21.82' S 02 4529 13 5853 23
<br /> 19 40"55'34" 40.00' 2$.57' 27.97 14.93 S 64 5441 W 30 50035"57"' 50.00' 44. 16' 42.74 23.63' S 51038'09" 14 5853 24 5600
<br /> .. 15 5855 25 7928 J5 5600
<br /> 20, 261"51'08" 50.00 228.51 75.56 57.67 N 04 37 32 W 31 47921'50" 50.00 41.33 40.17 21.93 N 79 22 58
<br /> 21 40 22'16' 50.00 35.23 34.51' 18.38' S 73 53'06" E 58 03 .09'08" 1250.00' 68.77' 68.76' 34.40' S' 63 25'22" PARCEL •d 16 6853 26 7031 36 6300
<br /> 22 95 08'34 50.00 83.03 73.81 54.70' S 38021`29" W 59 02019'4811 1285.00' 52.25' 52.25' 26.13' N 63 50'02" M R20 17 7785 J8 8267
<br /> 37 8355
<br /> 23 80 13'49 ' 50.00' 70.01' 64.43 42.13' N 49 19 43 ' W 62 23 35'45" 250.00' 102.96' 102.23' 52.22' S 0 10'21" P.M. 20-102 10371 28 6231
<br /> 19 8385
<br /> 24 46006'28**' 50.00 40.24 39.16 21.28' S 67030"08" W 63 60°22'24" 50.00' 263.43° 251.41' 145.43' S 34048'44" 066g30 623 0 39 10891
<br /> P.\TRACY\ 165500\FM-1-V 1 5/3/96 D.D. SHEET NO. 53D
<br /> 211 912 7 31 5600 4 X9284 SHEET J OF 4
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