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3-7-1/28 <br /> 1/4 SEC. COI,' J <br /> ...••••• -FD. 2-1/2" BRASS DISK TRACT NO. 2956 <br /> ' STAMPED L.S. 5956 <br /> �• 92-004 04 <br /> CR-92 SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> (R13) <br /> NMARCO <br /> 29 <br /> I <br /> - <br /> - - - FOXHOLLOWIII UNITNO. <br /> 30 <br /> BEING A SUBDIVISION OF LOT 4 OF SAN MARCO, UNIT NO. I <br /> SA <br /> - <br /> M�� r,' �' � - 31 AS FILED IN BOOK 35 OF MAPS & PLATS, AT PAGE 24, SAN <br /> JOAQUIN COUNTY RECORDS, ALSO BEING A PORTION OF <br /> I_07 2 ,s I:..• F0. 2-l/2"BRASS DISK /N M P.31 79 THE SOUTH HALF OF SECTION 30, <br /> SCALE 1"=100' `?eco `�'j MON. WELL W/ DOT IN T 2 S R. 5 E M D B &' M. <br /> TOP 12' WEST OF SEC. LINE I •� •� <br /> ' (M & P. 31-79) CITY OF TRACY, <br /> SAN JOAQUIN COUNTY, CALIFORNIA <br /> \���''' E •� TENNIS LANE THOMI�'S®N-HYSLLL ENGINEERS <br /> TENNIS Q <br /> ti <br /> - 1 A DIVISION OF THE KEITH COMPANIES <br /> 4 <br /> •'� S 7 59 15 E 29.84 M R 16 <br /> '0 23 � �( ) 48 <br /> / o ► rr r <br /> 4 <br /> '••••S 0 15 54 W 7.50 M R16 <br /> 1016 12th STREET MODESTO, CALIFORNIA <br /> 40 22 --LOT 'A" - - - - - - APRIL, 2002 <br /> 33 1 32 , .••••.S 0015'54" W-z ,�9 <br /> - - - _ (PEDES S) 24 66.00'(M)(R 16), y 1 <br /> ACCESS) 1 - - - p I <br /> - - - F- - 4' � 21 <br /> O I -FOX HOLLOW 111 LINE DATA TABLE <br /> .•••S 0015'54". W � 50 b <br /> W - - - 56.02'(M)(R 16) N I <br /> Z (81 25 - _ _ I 1 N0. BEARING DISTANCE REFERENCE <br /> 42 � 1 N 89 044'06" W_ 3.30 _(M)(R 16 <br /> ZO O I M.� P. 31-79 a-r-T,- - .._. <br /> - - _ 1 51 1 1 2 N 00 15°-54�E 56.001 M R16 <br /> O Z6 O2 3 N 89U,9-r4-5-Tr W 47.00 M R 16 <br /> O ff. N 4 N 89 39 45 W 59.00 M R 16 <br /> �� 43 0 19 1 5 O1 - 5 N 00 20 15 E 5.00 M R16 <br /> 5 W DIEGO COURT _ _ -`� QF �- `� '-'-"- _ <br /> - - - - _ A 27 2 o I � DEHAI/EN CT. 6 N 89 39 45 W 56.00 M R16 <br /> `� �� 52 7 N 89 T9 4'-5"-W 60.00' M R16 <br /> C�1 N ' 8 N 89 39 45'yr W 63.00 M R 16 <br /> 5 5 © ---1-� 44 18 SNL O a / / I 1 1 9 N 89U9-'45" W 93.25 (M)(R 16 <br /> Q - - / 10 N 89 39 45 W 88.26 M R 16 <br /> 18 1)1 y�J S 28 / J 3 / 54 i " I 'S I 11 N 440J945" W 28.28 M R f 6 <br /> I �... ^ I / 12 N 02020'15" E 50.05 M R 16 <br /> 57 "' I,j� r 45 , 17 <br /> U ,1 Q o / I I I 13 N 45020'15" E 28.28 M R 16 <br /> Rr o N <br /> - - - - C� & 17 - - Z 2910) <br /> ® - - - - - 1- - -� -�- �- -I - 14 N893945 W 6.00 M R16 <br /> F <br /> � 1 N U2-"20 15 E 56.00 (Y)(R 16 <br /> 46 5 16 I 3g \ I 1 I 16 N 89 39 45 W 10.00 M R 16 <br /> 'O17 N 44 39'-'45" W 28.28 M R16 <br /> O <br /> tt� 58 32 32 I -- - - - 3O 2 W \ \ \ ( 1 I 42 I 18 N 02 20 15 E 14.88 M R1 6 <br /> � >6 <br /> 9 1O 11 12 13 14 15 47 15 w 30 I I I 19 N 02 20 15 E 62.88 M R 16 <br /> c� 59 I I I I I I I I KD <br /> w - - <br /> N89°3945"W•••••••••••••'' O BIRCHWOOD COURT <br /> - - - - _ 39.f 0'(M)(R 16)(R 17) �.h14 <br /> .... ..... ....r J Z <br /> -60 N PEDRO LANE w ^, 32 z 37 <br /> o o t I 34 CURVE DATA TABU <br /> I oNo� . w / I 35 <br /> e o � 36 <br /> NO. DELTA RADIUS LENGTH CHORD CH.BEARING <br /> 61 1 2' I I I I I I I I I I I z^� 33 2O 4 - / HARVE'S7• LANDING I 1 06"2857" 1650.00 186.69 186.59 N 80 46 26 E <br /> 3 59 58 57 56 55 54 55 52 51 5�J 49 45 O 2 06 13 39 464.00 50.43 50.41 N 80 38 47 E <br /> - - - - - I I I I 1 1 I I I 1 I I '0 I I I 06048'50'r. 532.00 63.26El <br /> 63.23 N 03 04 10 W <br /> 3 <br /> 1 25 589039'45"E 704.58'M R16 Rf7 I T j <br /> ( �( )( ) W <br /> 25 06 22 54 532.00 59.2659.22 N 09 40 02 <br /> 62 26 � 34 O I UNIT INO. 1 -I - 26 17 31 35 500.00 152.95 52 N 08 25 33 W <br /> �'2 , �• 32 1 2 3 4 5 6 7 8 9 10 11 12 13 , i M,& P. 29-30 �� 1 <br /> 6.5a�° 5 • 18• 35 ......S 0015,541, <br /> °15 54r W I I 24 25 <br /> e�16 5-.// <br /> 60. 00(M)(Rl6) <br /> 19 1.7 • Of <br /> BABCOCK LANE a 15 BACK LSE 5 �(� <br /> - 13 SNS 36 � HARVEST- LANDING COURT 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br /> 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED <br /> -G ,36' o 0 1 I I 1 ALONG ALL STREETS AS SHOWN ON THIS MAP. <br /> 39 �, t2 ( 50 49 48 47 46 45 44 43 42 41 40 39 38 37 Z 21 I 2O I 19 I 18 1 17 I J. SETA 5'6" WITNESS CORNER, ON LOT LINE PROJECT10N <br /> o ' 8O1' I IN CONCRETE SIDEWALK.NG A ROADWAY. (CUT + <br /> 0 --•`I I I I 1 <br /> 0 0 11 !' 8 S 45018'04 W 4 R <br /> z N <br /> 767 <br /> , ®r © ® 5 , ®' © ® ®` © 10 28.30'(M)(R 16) OF BEARINGS ANDLEGEND.NAL NOTES, REFERENCES, BASIS <br /> 1\ Nr\ - <br /> � N <br /> N-448803.547' <br /> SCHULTE N 89°3945" W 1054.42'(M)(R16) <br /> ®A® ^ E=1724813.561 S(;H E <br /> .. A 11 11 <br /> ROAD <br /> N ^ N N ^ FD. 2-1/2" BRASS <br /> DISK IN MON. WELL <br /> AT CENTERLINE OF ----r _ <br /> I SCHULTE ROAD <br /> ;Uv �1�1KCo, U1�Ilr No. 5�1N M��'rn, UNLIT NO, 1 F SIO 9 107'--- GPS-J16 (R12)(R13)(R14) I 1 <br /> 5 36 36 I J�IIT <br /> M, L:. P• 35-53 51 1 56 I 55 JAI 153 I J��y MARGO, + � \ <br /> M & p, 35-Jg I. I M. & P' xJ L O J <br /> SHEET 3 OF 5 <br /> l.•\215700\unit 4\s3-u4-bd.dwg 06/17/2002 09:38 D.D. SHEET NO. 53D <br /> r <br />