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( J{ u] ]I FD. 2-i/2 BR4SS DISK IN LOT AREA TABLE <br /> \ J�/I��� r J r MON. WELL W/ DOT 1N <br /> r� <br /> 1 .- TOP 12' WEST OF SEC. LINE LOT SQ. FT. <br /> 5f J ar (M. & P. 31-79) 15 5916 <br /> 12.00' o , " / <br /> - � � E 12.00 16 5600 <br /> �'� N 89 44 06 <br /> l J r 2 (M)(R16) 17 5600 <br /> ,z 29 18 5600 <br /> (R 17)1 o <br /> �. TENNIS V/V Is 19 5600 <br /> N� _.......® �� N 89044'06" £ � <br /> 20 5600 <br /> - 21 5602 <br /> / /1 `,,1° 76.26(M)(R 16) <br /> o <br /> LANE <br /> Lor A c.,a 22 5798 <br /> TENNIS 30 (PEDESTRIAN N13_°ao'�5-�W�R� �i� �2 :• S 47059'15" E 23 7087 <br /> - ACCESS t 29.84 (M)(R16) 24 5624 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br /> (R17) , ® 25 5891 IC UTILITY EASEMENT HAS BEEN DEDICATED <br /> � ° � , 2 A 10 PUBLIC N E <br /> N 103.91 26 5785 <br /> S <br /> i <br /> �. S • 2 �i ALONG ALL STREETS AS SHOWN ON THIS MAP. <br /> TED. ...... <br /> ►- <br /> 2- 7 � <br /> �o �6 yy <br /> RESTRICTED ° , (� 23 N i ; �� 27 5970 <br /> ACCESS �N10 19 14 W R J <br /> 22 0 0 , „ 28 5785 .3 SETA 5'6" WITNESS CORNER, ON LOT LINE PRO�ECT10N <br /> O /V2 58`37"W(R 29.83' �+ S 0 15 54 W 29 5600 FOR LOT CORNERS FACING A ROADWAY. (CUT + <br /> W ` 21 , W�R� 16 ,, R) 47.50(M)(R 16) IN CONCRETE SIDEWALK.) <br /> 28 Ng°48 3��� 17 °35 f2� E�� Z� I 30 5785 <br /> o Sr37 W(R)''/ \ Nq8 31 5600 4. SEE SHEET 2 FOR ADDITIONAL NOTES, REFERENCES, BASIS <br /> ►V3 ► , <br /> 36.4-2 O .� 90.65 01 - - - - - - - -ffA 1066 OF BEARINGS AND LEGEND. <br /> , I 22 15 \ 93.95' / 5. WE HEREBY DECLARE THAT THE PROPOSED PRIVATE SLOPE <br /> w // `��� I N 89°44'06" W o I EASEMENTS SHOWN HEREON ARE FOR THE BENEFIT OF THE <br /> 4 - - - '�h <br /> ADJACENT LOT OWNERS AND NOT OFFERED FOR DEDICATION TO <br /> N 89044'06" W <br /> v 4 J THE PUBLIC. MAINTENANCE OF SAID AREAS IS THE RESPONSIBILITY <br /> OF THE LOT OWNER ON WHICH THE EASEMENT OCCURS. SAID <br /> 78.DO 3 0 o I EASEMENTS ARE NOT CREATED BY THIS MAP. <br /> 93.52, O SCALE 111 = 50' <br /> t // 21 I \ 13 20 / 96.82' <br /> 3.43 •.. O N 89044'06" W e rr <br /> 0J \ <br /> _ - - �.•_ N894406 W , ( 25 �'' `"° � <br /> '28128 ;-h �- 1 <br /> 100.00 / I o Np 0 \ "y t <br /> Z I N 89044'06" W � o oc �\J LINE' DATA TABLE <br /> //rJ o 10 106.60' "' ' I - �� �� NO. BEARING DISTANCE REFERENCE <br /> 20 103.3 ' <br /> 0 1 <br /> h h 1 � 1 N 89044'06" W 3.30 M R 16 <br /> I 0 C� 2 N 00 15 54 E 56.DO MOT 16 <br /> - - N 89°44'06" W 1 001 <br /> 100.00' 1 26 <br /> I <br /> � CURVE DATA TABLE <br /> o <br /> oll <br /> o o ' 19 +6 V 103.30' Q �` _ _ NO. DELTA RADIUS LENGTH CHORD CH.BEAR/NG REFERENCE <br /> fl 3 W �' `° `6 106.60' _ - - _ 1 06"2857" 1650.00 186.69 -T8-6.-5.9-r- N 80046,26 E M R 16)(R 17 <br /> W � h 1 0 / // `� 2 06 13 39 464.00 50.43 50.41 N 80 38 47 E M R 16 R 17 <br /> I � <br /> \ I Lo�n 1 W N 89 44 06 W ( 8 57 27.97 N 20 11 53 W <br /> o 13 40 55 34 40.00 2 . <br /> N 89044'06" W I oo I o 2 `° 14 41 29 43 50.00 36.21 35.42 N 19 54 48 W <br /> ad <br /> \� 100.00' I h( 2 7 O o , 15 56011'20" 50.00 -49.03 47.09 N 28 5' 5 4 E <br /> l J 16 30 00 00 50.00 26.19 25.88 N 72001'2J" E <br /> C <br /> C� { 1, �► N 89'44'06" W / <br /> J o Q oo 106.60' ( / - 18 82 36 Q- 50.00 --12-.08T-T6-.O-O--r- N 00"06'J6" W <br /> fl fl `° v 1`O 103.30' I / 19 261"51'08" 50.00 228.51 75.56 N 89 44 06 W <br /> I Di / / <br /> � � 20 40L55'34' 40.00 28.57 27.97 N 2004-341"41 E <br /> �- -:81 21 02 49 30 1650.00 81.36 81.35 N 82036'09'r-E-- <br /> - - - - - N 89o 44'06" W 1 - - ' 2U <br /> 2 '22 ..01 30 38 1650.00 43.50 43.50 N 80026105"-E- <br /> 100.001 I �h ® h 1 c? 23 02 00 6'4 9 1650.00 61.83 61.82 N 786J-6'21 E <br /> 1 <br /> l 28 02049 48 1650.00 81.49 81.48 N 85"2548" E M R 17 N 89°44'06" W o - / 29 D03-6 39 500.00 121.69 121.39 N 83"17'J4" E W&17 <br /> ,� o q o0 0 •�, 103.30' <br /> rl J (6 17 1° � "�. 100.00' O '� z � , / /l 30 12 03 09 1400.DD 294.50 293.95 N 82 20 49 E M R 17 <br /> I I Q Io <br /> N 89044'06" w (6 / TRACT No. 29a56 <br /> • o loo.00' i� °I 29 O - - - - - - - -'- - SUBDIVISIONS OF SAN JOAQU/N COUNTY <br /> Q 1 <br /> it `° 100.00' <br /> h 1 6 1 103.30, SAN MA' RCO, <br /> 0 1 4i _ I N 89°44'06" W \ \ J J \ <br /> - - - - N 89044'06" W W 21 <br /> 30 0 I \ \ <br /> 100.DO I o � o �1UNIT NO. 4 <br /> 0 , „ � \ 1 <br /> f / l 5 1 N 0 1 N 89 44 06 W <br /> N89°39'45"W•••.... � , 0 Z 103.30' ® <br /> cx <br /> 39.10'(M)(R16)(R17)•''-••.... -1 28 0 100.00'N 89°3945" w d ;��, I BEING A SUBDIVISION OF LOT 4 OF SAN MARCO, UNIT NO. I <br /> 79.98'-_..... 0� �0�` o80 o2'(M)(R17) 0 � JQAS FILED IN BOOK 35 OF MAPS & PLATS, AT PAGE 24, SAN <br /> 119.12'(M,(R1 1) 40.88' �� I 00D JOAQUIN COUNTY RECORDS, ALSO BEING A PORTION OF <br /> N 89 39 45 W NN 89°39'45" w i I 100.00' - - - - - THE SOUTH HALF OF SECTION 30,N 89°39'45" W 167.06'(M)(R17) -1 0 .•• 88.94' / ," 28 I 103.30(R17) h � ' IN 89°44`06" W � � T. 2 Jam., R. 5 E., M. D. B. & M.,PEDRO LANE ► N �2 ® I r, _ CITY OF TRACYV SAN JOAQUIN COUNTY, CALIFORNIA <br /> to <br /> 28' o / <br /> 14 J THOMPSON-HYSELL ENGINEERS <br /> J JVIR VES.l J 14J\IJJJV G A DIVISION OF THE KEITH COMPANIES <br /> r \Ill' J <br /> JJ V,.J, l' <br /> Jyl ryr 1016 12th STREET MODESTO, CALIFORNIA <br /> SEE SHEET 5 <br /> APRIL, 2002 <br /> I.•\215700\unit 4\s4-u4-fm.dwg 06/17/2002 09:38 ° D.D. SHEET NO. 53D ��_ SHEET 4 OF 5 <br />