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<br /> F0. 3/4" 1. PIPE
<br /> NO TAG(R2)�RTR01.5
<br /> (
<br /> S 89°42'17'
<br /> �5,
<br /> TRACT N0. 27,59
<br /> N 89°42'17" W 880.07'(M)(R20) 880.oo'(w) -•.- SUBDI Vl'SIONS OF SO JOAQUIN COUNTY
<br /> LINE DATA. 26.64'(M)(R20) "......
<br /> 11RIDLE CREEK, UNIT NO.2
<br /> 1J N 80 53�"8" W 43.567ANCE M (R20) LOT AREA DATA.-
<br /> 14 S 78°3239" W 43.56 M R20 LOT SO. FT. LOT SO. FI:
<br /> 18 N 23°05'41" E 24.44' 68 5772 79 8040 0
<br /> 19 N 58°35'37'° W 2780' 69 6512 80 7754 BEING A SUBDIVISION OF PARCEL 2, AS SHOWN
<br /> 11 IJO
<br /> 2° N 57°3541"N 29030'57" W 27 30' 71 10284 82 9933 � ON THE A�G4P FILED IN BOOK 20 OF PARCEL MAPS,
<br /> 22 68059"22" 69. 72 7415 83 9817 ® ��� �01 r
<br /> 73 7751 84 623, 5o�o c� AT PAGE 102, SAN JOAQUIN COUNTY RECORDS AND
<br /> 74 8799 85 6231 ,Zo 0) 19.03 •. LY/NG IN A PORTION OF SECTION 1'9,
<br /> 75 9750 86 6231 61 29h,��R2 36"18'28"' W(R) T. 2 S., R. 5 E•, M. D. B. & M•,
<br /> 76 17324 87 6231 N 19
<br /> 77 9241 88 6231 124' 1441 / \
<br /> CITY OF TRACY,
<br /> '5 6231
<br /> RI/EYED 78 8988 90 5955 :/ 2%°5' ° 2 ® SAN JOAQUIN COUNTY CALIFORNIA
<br /> DESIGNATED Q
<br /> REMAINDER t°Z9 v0
<br /> �R2o)�1�2, I
<br /> P.M. 20-102 X191 o o THOMPSON-HYSELL ENGINEERS
<br /> �t 1 1-1 N
<br /> PYLor "B" 1016 12th STREET MODESTO, C41JFORNL 4
<br /> M.& P. 32-52
<br /> P.U.E. o 76 AUGUST, 1996
<br /> 77
<br /> ® 2
<br /> sr" CURVE DATA
<br /> 14030'56 E(R) 3 /..-�.� `� ���° s,,� �' a o CURVE DELTA RADIUS LENGTH CHORD TANGENT CH. BEAR/NC
<br /> _ 7 \�- 78 X $ 41 49 04'04" 278.00' 238.08' 230.87' 126.89' N 24 15'31" W
<br /> -• - �- o tion\F� xir'QJ/ ® 10' P.U.E. 2 42 03 11-016"' 278.00' 15.47' 15.47' 7.74' N O 1 19'07" W
<br /> HEN
<br /> o, o - © \� h 43 10046'01" 278.00' 52.24' 52.16' 26.20' N OB 17'46" W
<br /> `� L, > `��* - \ L 75 44 10046'02" 278.00' 52.24' 52.16' 26.20' N 19 03'47" W
<br /> � t>s�2- !y "` o 45 10046'0 1 278.00 52.24 52.16 26.20 N 2904948" W
<br /> ti _\ 46 13 34'44" 278.00' 65.89' 65.73' 33.10' N 42 uO011" W
<br /> •i W C / 28' 28 ` �z 3 �I 2I 79 \��J �V N 6. ° 47 40 5534" 40.00' 28.58' 27.97 14.93' N 52024'05" E
<br /> Q3 �L s !0, / �8%, 48 12 34 12 40.00 8.78 8.76' 4.41 N J8013"24" E
<br /> • �/ 7 / + s.``oo I '� io Bo .o ® O 9 .. 49 28 21'22" 40.00' 19.80' 19.59' 10.11' N 58`4 I'11" E
<br /> N 8 ocV o�T- (� �( ' �` 9,)9• 8',Q FD. 3/4 1. PIPE 50 26105 1'08" 50.00' 228.51' 75.56' 57.67' N 5800 '42" W
<br /> z w v 82 v o 2 I st ,, cF. "�' 4 1 10 50.00 45.53 43.97 24.48 N 46 46 49 E
<br /> w c�11 INN N �c'i ? O "��` ? O © / TAGGED LS5122
<br /> �// o co <' ?- Av .� .t /� + (R 13
<br /> N 10017'56" W R \,o
<br /> `o o c�7� `�° �� ` h 1 `�' c' o ) .. ..
<br /> w = i S9��--• 7 `- t d-,�a ® 74 N 52 5 17 45 50.00 50.00 47.94 27.32 N 0 57 05 W
<br /> N o \k 12 : 10 P.U.E. 80 ��(/ \ 4, ��o �. 6ASIS OF BEARINGS:
<br /> 5J 45 50 12 50.00 40.00 38.94 21.14 N 59 31 04 W
<br /> °�°. > w 8.3 ' B, 'V??°�CI'pg„ �� / �� �` "O/® s�o 54 54 23 01 50.00 47.46 45.70 25.69 N 70 22 20 E
<br /> > \h, '70 , �\ 6 \ -N---17o0--5'46-
<br /> 28 - © _ L _ �© �(R 0 �O �, h / �'CS°��o ?-- BEARINGS, 55 52010'05" 50.00 45.52 43.97 24.48 E
<br /> h /oh DISTANCES AND COORDINATES ARE BASED ON THE
<br /> ` h `QILA ` CITY OF TRACY MOD/f1ED GRID. A LINE BETWEEN CITY OF 56 40"55'34" 40.00 28.58 27.97 14.93' -N-1 1 28 31 E
<br /> �/ .� , ..
<br /> C) 'c , 28 cn 1 TRACY MONUMENTS No. CPS-2 AND No. GPS-22, BEARS 57 28 21 22 40.00 19.80' 19.59 10.11 N 05 11 25 E
<br /> oho ` ti 73 ��r'f' 61 NORTH 87°07'22" EAST, " "
<br /> N 6 1 r'�- ,� O�/� ° 2 /. AS CALCULATED FROM RESULTS 58 12 34 12 40.00 8.78 8.76 4.41 N 25 39 12 E
<br /> 18 , 0 c, "� - PUBLISHED BY ASSOCIATED CONSULTANTS GROUP, INC., 59 33 17'50" 278.00' 161.56' 159.29' 83.13' N 83 58'46" W
<br /> �o-A�6'3��'-� �1 , 3 ON FILE IN THE OFF7Cf OF CITY OF TRACY PUBLIC WORKS 60 14012'18- 278.00' 68.92' 68.75' 34.64' N 74 26'00" W
<br /> N 38028'47" WfR� ` ` N © o N 20°53 24�� W�R� C�Q�-�cK 6 ` y GF 65 6�� DEPARTUENT, IN THE TRACY MOO/F7ED COORDINATE SYSTEM 61 10044'08" 278.00' 52.09' 52.01' 26.12' N 86 54'13" W
<br /> \ © � �. © �� 72 �9 ' VALUES, TABLE 1. ALL DISTANCES SHOWN ARE GROUND 62 08 21'24" 278.00' 40.55' 40.51' 20.31' N 83 33'O1" E
<br /> In DISTANCES. -59--w-1j'50" ..
<br /> N 40010'12'-'12" W(R /•�No - lR� w 63 278.00 44.79 44.74 22.44 N 56 08 08 E
<br /> `Dl- "' 64 58 F2-0'14" 250.00' 254.54' 243.69' 139.54' N 26'75-3-'35" W
<br /> - - © � 6. 1 , o LEGEND•
<br /> N 23°4649" W N / z \ ti� \ ® h 5 o A $ 65 52049 42 250.00 230.51 222.43 124.18 N 84 28 33 W
<br /> 58.41'M R20 ``v iQ $ �" �' h 71 --♦-- FOUND AND ACCEPTED 3/4 IRON PIPE TAGGED 66 19016'47" 250.00 84.12 83.73 42.46 N 59"28'12' E
<br /> ( )( ) ............. o N ` 7 \ �Sd'- s \ , , , ,
<br /> 85 $ 86 Baa © 1 \ L.S. 4876, (R20) UNLESS OTHERWISE NOTED. 67 1,30026'43" 250.00 569.17 453.97 541.61 N 64056'50"' W
<br /> SEE SHEET 3 FOR �:` � o � �: \ (r)
<br /> P.U.E. DEDICATION • �"....10" $ �, o \� ! l i 1 68 132034'58" 222.00 51.E 70 406.53 505.52 N 66000'58" W
<br /> P.U.E. o`� !v� �1�� \�'�_ \ 2'' R �' -Q- FOUND MONUMENT IN MONUMENT WELL, 69 09610'35 222.00' 35.56' 35.52' 17.82' N 04 18'47" W
<br /> REFERENCES• 84 $ 87 \ 4� 033 Q ACCEPTED AS NOTED 70 20 34'04" 222.00' 79.69' 79.27' 40.28' N 19 11'06" W
<br /> RESERVE / !oma% Z ,� p \ � 65 35.140
<br /> b UJ
<br /> R 1 RECORD PER P.M. 4-14 1 0
<br /> ( ) �; �' oh 71 \ `� \ o kl -o- SET 3/4"X 30" IRON P/PE TAGGED L.S. 4876 71 20 34 04 222.00 79.69 79.27 40.28 N 39 45 10 W
<br /> R2 RECORD PER P.M. 5-32 STRIP -'= • 00 72 20 34'04" 222.00' 79.69' 79.27' 40.28' N 60 19'14" W
<br /> ( ) .p ,�,.••�" `-•.�„• "�°' \ 41 70 -o¢- SET 3/4"X 30" IRON PIPE IN MONUMENT WELL " � � � �� -°
<br /> (R3) RECORD PER P.M. 12-55 �o • 14 1 88 \ LJ TAGGED L.S. 4876 73 20 34 04 222.00 79.69 79.27 40.28 N 80 53 18 W
<br /> (R4) RECORD PER P.M. 13-29 0 © 74 20 34'04" 222.00' 79.69' 79.27' 40.28' N 78 32'39" E
<br /> (RS) RECORD PER P.M. 18-129 • 52�' � \ C7 �® a P.U.E PUBLIC UTILITY EASEMENT 75 20 3403 222.00 79.69 79.27 40.28 N 5r58`35" E
<br /> (R6) RECORD PER P.M. 19-2 • N 60°19'14" W 031 °°' o '14�� E R a SJ.C.R. SAN JOAQUIN COUNTY RECORDS 76 18 12'44" 1435.00' 456.13' 454.21' 230.01' N 70 35'42" E
<br /> (R7) RECORD PER P.M. 20-31 PARCEL 3 43.56'(M)(R20) 60 00• \ 76 19 '
<br /> (R8) STATE HIGHWAY RIW MAP P.M. 20-102 N 39045'10" W to � N 111.50 -4 � (M) MEASURED ON THIS SURVEY (R20) 77 06 31'22" 1435.00' 163.37' 163.28' 81.77' N 8205745" E
<br /> S 57°58'35" 4J.56'(M)(R20) J 78 02 19 36 1435.00 58.27 58.27 29. 14 N 78032"16" E
<br /> DIST. S 1RTE. 205, • \ , °a$ W.C. WITNESS CORNER 79 0304652"' 1435.00' 94.70' 94.68' 47.37' N 75"29'02" E
<br /> SHEETS 16 dr 17 43.56'(M)(R20) 89 69
<br /> (R9) RECORD PER CINTRA PARK P.M. PARCEL MAP 80 02 50'15" 1435.00' 71.06' 71.06' 35.54' N 72 10'29" E
<br /> UNIT NO. 1, M.& P. 32-47 4356'(M)(R20) N81°05�56" E R I M. P. MAPS AND PLATS
<br /> (R 10) RECORD PER R.S 6-28 NOTES. 81 03 38'40" 1435.00' 91.28' 91.26' 45.65' N 68056'01" E
<br /> • 100 N 87°05'15" E R � R.S. RECORD OF SURVEY 82 02044J8" 1435.00' 68.73' 66.72' 34.37' N 65"4422" E
<br /> (RI1) RECORD PER R.S. 6-165 (6�j I I.N. INSTRUMENT NUMBER 83 02 52'43" 1435.00' 72.09' 72.08' 36.05' N 62 5541" E
<br /> (R 12) RECORD PER R.S. 17-93 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. "' 28'� �28'� 100'59 S.F.N. SEARCHED, FOUND NOTHING 84 09 47°48" 535.00' 91.48' 91.37' 45.85' N 560J526" E
<br /> (R 13) RECORD PER R.S. 29-97 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED N O 1°23'12" W ° '
<br /> 90 �. W W 4 68 °� D.R. OFF/CWL RECORDS (R20) 85 24 44 06 1365.00 589.28 584.71 299.30 N 73 51 23 E
<br /> (R14) RECORD PER P.M. 18-120 ALONG ALL,STREETS AS SHOWN ON THIS AIAP. 52.07'(M)(R20) 10' P.U.E. "� o (R20) 86 1 03'53" 465.00` 138.49' 13798' 69.76' N 52 5724" E
<br /> (R 15) RECORD PER R.S 30-60 ig �- ; $ F, " � "' 10' P.U.E. `D Q CURVE REFERENCE NUMBER
<br /> (R16) RECORD PER P.M. 17-155 J. SET A 56" WITNESS CORNER, ON LOT UNE PROJECTION N 89014'4 1 E w$'o 'a °� 94 O1 25'04" 535.00' 13.24' 13.24' 6.62' N 60 4648" E
<br /> '� ' "' ° O5 L/NE REFERENCE NUMBER 95 08 22'44" 535.00' 78.24' 78.17 39.19' N 55"5254" E
<br /> .(R17) RECORD PER P.M. 20-17 FOR LOT CORNERS FACING A ROADWAY. (CHISELED "+" • 100.07' N o ,�a h ° h N 89 4329 W
<br /> (R 18) RECORD PER I.N. 92088610 IN CONCRETE SIDEWALK.) N 03°15'20" Err $ $ $ �I 100.00
<br /> I = o Z � SET 1 2 X 24 IRON PIPE TAGGED
<br /> (R19) RECORD PER O.R. 4062-458 4. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM2-95. 47.03(M)(R20) 57 L.S. 876 AT ALL REAR LOT CORNERS
<br /> j (R20) RECORD PER P.M. 20-102 5. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS 9 I 28' 28' INDICATES WITNESS CORNER, SET 1/2" x 24" IRON
<br /> (R21) RECORD PER BRIDLE CREEK, AND BOOK OR VOLUME PRECEDES PAGE. • PIPE TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED
<br /> M. & P. � 3' W.C.
<br /> �o INDICATES WITNESS CORNER, SET 1/2" x 24" IRON
<br /> .. 3'X3' W.C. PIPE TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED
<br /> P.\TRACY\ 165500\FM2-2-V2 11\24\96 D.D. SHEET NO. 530 SEE' Sl IEEL'7" d � � . SHEET 5 OF 5
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