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0() <br /> NOTES: <br /> F0. 2-1/2" BRASS DISK IN MON. <br /> 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br /> 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED WELL STAMPED L.S. 5340 (R7) <br /> Z <br /> ALONG ALL STREETS AS SHOWN ON THIS MAP. __. _ <br /> J. SET A 5'6" WITNESS CORNER, ON LOT UNE PROJECTION SCALE. 1" 80' I I PALOMAR COURT r <br /> FOR LOT CORNERS FACING A ROADWAY. (CHISELED <br /> IN CONCRETE SIDEWALK.) <br /> 4. SEE SHEET 2 FOR ADDITIONAL NOTES, REFERENCES AND LEGEND. <br /> I` <br /> FD. 3/4" IRON PIPE $ $ ( IM i <br /> (R1 870 (R1)(R6)(R7) •....... N N lo l l 1p 1 �1 14 1 1 <br /> I + I I <br /> .....SET 3' W.C. <br /> S 0047'36" W 981.12'(M)(R13) i <br /> —! 375.00' = 131.34' 30' <br /> 1LOT 'E' �., ,;� 506.34' — ,3 3D'Z I 3 1 414.78, <br /> — ' <br /> I 166.32 <br /> > MPORAJzr 3 `*- •, LOT ��Fil 88.30' <br /> sraRE ffMON N N g LOT "E-1/ w Ng � N �N o� a <br /> BASIN g o 8 (FUTURE L 0TS) N (FUTURE LOTS) z Q, w <br /> EASEMENTI 0.32 AC LQ <br /> W �' z ( A ��; 1.54 AC �4� <br /> S 0047J6" W 2I 30 �C) �� �o ►� <br /> 17.22'(M)(R 13) ! /I // _-.� I/��'0 tk 30' 10'PUE <br /> �L• LOT G 32.22' 111.35 `io,�`L sr�� <br /> ao 143.57' �..... s, .._ 74 rr , \ O O <br /> N I (TEMPORARY STORM h N 7 36 E 164.93 ►� <br /> N S 004736" W oo oo ao �`� 22 \� <br /> 2 of <br /> DRAINAGE RETENTION 193.57' N 300.99' N <br /> BASIN EASEMENT) N MANLEY N 0°4736" E 494.56` DRIVE ' I 98.00' i 78.02' <br /> 2.29 AC N 004736" E 444.88' N 2� <br /> J <br /> 1 � r�I N23°57'48"E(8)10 <br /> h <br /> LOT "D// 30' - <br /> W23� � <br /> I 3 3 30 . . i Ni L"M i <br /> Z A $ (FUTURE LOTS) I I Z N <br /> I � <br /> w 1.24 AC <br /> • <br /> 123.00(M)(R 13) .... - 36.00` ! _. 360.47' `-�'�o�, °o��i I W z <br /> kci <br /> 720.47'(M)(R 13) 2 j Z 01-ia <br /> ' ( 2Z N ,\ <br /> 103.00' 78.02' <br /> 49 1 39.04 (M)(R13) �847 46 N 0047'36" E 843.47(M)(R13) S89°35'35"E .00' 30' 30'45 45 ' l ri � <br /> zi <br /> . <br /> • <br /> , <br /> I N 0`2425" E I J 95� <br /> `l E SNE r ET J 100.00'(M)(R13)-- .. , <br /> C SE N O"24'26 E w <br /> OC37 <br /> ,� <br /> / �� �N eco <br /> �J�, f3�t COCHRAN DRIVE ! �°" <br /> �,N SEC. 19 SEC. 30 <br /> TRACT N0. 2922 <br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> CURVE DATA TABLE <br /> YON CROSSROADS <br /> N0. DELTA RADIUS LENGTH CHORD C_H.BEARING UNIT NO. 2 <br /> 21 2T°57�1OT� 50.007 24._39' 24. 15' -- -- N13 10'59"W <br /> 22 141 07'22' 70.00' 172 41' _132 02' _N4,3°24 07"E <br /> 23 BEING A SUBDIVISION OF LOTS "F" "H" 11111 AND "J" AS <br /> SHOWN ON THE MAP FILED /N BOOK 34 OF MAPS & PLATS, <br /> AT PAGE 25 AND LYING /N A PORTON OF THE SOUTH <br /> HALF OF SECTION 19, T. 2 S., R. 5 E., M. D. B. & M., <br /> CITY OF TRACY, <br /> SAN JOAQUIN COUNTY, CALIFORNIA <br /> 1HWMN-WSELL ENGINEERS <br /> 1016 12th STREET MODESTO, CALIFORNIA <br /> DECEMBER, 1998 <br /> P. TRACY\214300\MAPS\FM2-SHT4 9/2/99 D.D. SHEET NO. 530 SHEET 4 OF 5 <br />