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%olsoLls Co'o
<br /> VOF w
<br /> SCHUL TE
<br /> TRACT IVO. 2953
<br /> ROAD SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> F7��12.00'
<br /> N MARCO,
<br /> SA
<br /> 54.00 54.00 / 54.00 RESTRIC 0 ! 0
<br /> 2.00'••' "RESTRICTED �. , 2.00' 2.00'' • RESTRICTED �, 3��CCESS o
<br /> I W �, AccEssLo mw
<br /> � � W W W ACCESS W ,h� (�) ll� UNIT NO.
<br /> o - - - a -
<br /> r, ^' rte.. •�..O) p) `�. g p) ` `\� � �' h Vyj '
<br /> a , o , o "� "�o o "� o "� o") h N `"[�0 9 10
<br /> N 2 N 3 N o 4 5 6 7 h g \N o �, po
<br /> o d o d g d oN oN O oN O oN O o0i \ OWN
<br /> �o N ���C,`/ O ` Q
<br /> d O O O O d O \�` O oNl �p / of 11
<br /> Z cp •Dc/ 1
<br /> h Z
<br /> N 703J'10' E ... � a z a z a \� Z zl �, � 1ti� � BEING A SUBDIVISION OF LOT 5 OF SAN MARCO, UNIT N0. l
<br /> 56.45' - :• f O'PUE _ _ _ _ _ _ _ 10`PUE_ _ \`, 2 4 ' ,�%' `� ® AS FILED /N BOOK 35 OF MAPS & PLATS AT PAGE 24 SAN
<br /> I (M)(R 16)(R 17) •- 54.00' 60.00' 54.00' 56.00' 54.00' 60.00' 54.00' 38.75' 1 ��' W JOA U/N COUNTY RECORDS A
<br /> q 11 �� , � Q ALSO BEING A PORTION OF
<br /> o r „ cti q� N 89039,451, W 430.75 3 N ���� '
<br /> NS THE SOUTH HALF OF SECTION 30
<br /> 9 39 45 W 5
<br /> o
<br /> 317.45'(M)(Rf7) -.. _ " CABANA , " , LANE \ _ Q T 2 s R 5 E M D B. M
<br /> N 8903945" W o 518.51 " \\°' 6 �0 06 O •.. •.. M. •
<br /> N 282.51' - - 236.00' \� -� ,N�79°47'3,9" E CITY OF TRACY,
<br /> " N 89°3945" w 23811` N .. ti��o ."_ o N �� 7t.s9� SAN JOAQU/N COUNTY, CALIFORNIA
<br /> s' �p N 89 39 45 W 140.00 -- �,
<br /> 56.09' 56.00' 56 00' 70.02' `'cp'r�' 01� O ' r '�j, N6
<br /> Z!
<br /> - - - - �f O'PUE : - - - - ����.� \�p5 �0 �- 69.97 - 70.03 _� a'r,��cr. :\'6s6�� 7 © THOM, SOY H/ � �� ENGINEERS
<br /> Wcc W W i
<br /> '�r12 A DIVISION OF THE KEITH COMPANIES
<br /> 1 , I O
<br /> W o Q - 35 I :i 28 28 �: ; I8 17 o i 28'
<br /> J,� 38 d 37 d 36 d d d 9 N8,�',
<br /> odi o odi o _ 86.16' j
<br /> dp , o O % N 89044'06" W N 89°44'06" W N 89044'06" W 28' 89.46' 1016 12th STREET MODESTO, CALIFORNIA
<br /> Q� Z o 5 SLOPE EASEMENT Z , 10 N 89°44'06" W
<br /> o SEE NOTE 5.. .. 90.00 90.00
<br /> 90.00
<br /> FEBRUARY 2002
<br /> -56.09' - �- -56.00'- -56.11'- �loz, Io I o I o
<br /> N 89°39`45" W 168.20' M R16 R17 "� 34 I"� `O I / `� `O 16 I`�
<br /> Lo I N 89044'06" W 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> / N 89°44'06" W I I N 89°44'06" W o r " ( 90.00' O Q '
<br /> N 89 44 06 W Q 2. A 10 PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> � r
<br /> 90.00' !"'` 90.00' 90 00, ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> f ' f4-- "I ' " ON LOT LINE PROD ECTION
<br /> /I`� I '� _ � I o f J. SETA 5 6 WITNESS CORNER, � �
<br /> d �- 14
<br /> FOR
<br /> /� 1 33 I`O (� o I o 0 o ,n 0 LOT CORNERS FACING A ROADWAY. (CUT IN
<br /> / f ui h c6 20 d o I CONCRETE SIDEWALK.)
<br /> of
<br /> o I I `o° 90.00' j 4. SEE SHEET 2 FOR ADDITIONAL NOTES, REFERENCES, BASIS
<br /> / N 89044'06" W rn N 89044'06" W I 93.30'
<br /> 90.DO89044'06"
<br /> / OF BEARINGS AND LEGEND.
<br /> , 90
<br /> ,,,� o .00
<br /> N , N 89°44,06„ LQ •� I N 89 44 06�� W::` 5. WE HEREBY DECLARE THAT THE PROPOSED PRIVATE SLOPE
<br /> / ,� o ,� I
<br /> - - I 90.001 .� 4 ` EASEMENTS SHOWN HEREON ARE FOR THE BENEFIT OF THE
<br /> I , ADJACENT LOT OWNERS AND NOT OFFERED FOR DEDICATION TO THE
<br /> 32 ao 0 0 � o PUBLIC. MAINTENANCE OF SAID AREA /S THE RESPONSIBILITY
<br /> LOT AREA TABLE h `� I h W W I 2 1 ```� OF THE LOT OWNERS ON WHICH THE EASEMENT OCCURS.
<br /> /�r oo W h t o
<br /> LOT SF J h I h it h I `gyp' Q SAID EASEMENTS NOT CREATED BY THIS MAP.
<br /> N 89044'06" W u� ,n N 89044'06' W cn
<br /> 1 5162 ,u 90.00' o 0
<br /> I 90.00'
<br /> 2 6015
<br /> 3 5162 z ,
<br /> WN,
<br /> I , LINE DATA TABLE�,
<br /> 4 5073 `o d22 N
<br /> Q) N0. BEARING DISTANCE
<br /> CE REFERENCEh5 5162 31
<br /> 6 6015 Jr�� \� J o d I 1 N 89"39'4511w 56.00 M R16
<br /> 7 5162 r f Z o ' ,r o , " 1 1 l I `"� �u "� �� 2 N 00 20 15 E 5.00 (MYR 16
<br /> \ N 89 44 06 W �i /l I l S 1 50
<br /> � . ( N 89 44 06 W I h GALE
<br /> > > LOT A
<br /> 8 5056 � � v 3 N 89"39'45" W 76.44 M R16
<br /> 9 5167 90.00' ''c= 1 90.00' W o ( LOT I
<br /> I I 4 N 89 39 45 W 81.78 M R 16
<br /> FUTURE LOTS z
<br /> 5 N 44 41 6
<br /> 10 7920 �/�. _ - _ _ � � � � ,,, I (FUTURE LOTS) 5 W 28.27 M R16
<br /> 0 0 ,n` 0 1
<br /> 0
<br /> o
<br /> 11 6 N 00 15 54 E 74.31 (MYR 16
<br /> 6490
<br /> 30 I o QD I 23 0" 0.73 AO I o U 7 N 89 044'06 W 3.30 M R 16
<br /> 12 5232 o a _ ( 0. 72 AC
<br /> 13 5039 � � "� 0 8 N 00"15'54"-t 1 111.07 M R 16
<br /> 14 5040
<br /> U i I9 N 00 15 54 E
<br /> 12.00' M R 16
<br /> 15 5400 33 W N 89044'06" W N 89°44'06" W I M I 10 1 N 00v15'54" E 1 6.00 M R16
<br /> N I`
<br /> 16 5040 90.00, 90.00, d o I
<br /> 17 5293 _ _ -A
<br /> o
<br /> I 1
<br /> 18 5303 a d 29 o N 24 CURVE DATA TABLE
<br /> 19 5040
<br /> 20 5040 r _ 2 �h N82o335�„ X 12 o49'0(,� R) h �`►
<br /> 21 5040 -__6Y(�,J 21 N82 ,, I l� Ir It NO. DELTA RADIUS LENGTH CHORD CH.BEARING
<br /> 22 5040 N 89°44'O6" W -, ' ' ' - N 89°44'06" W 1 20 10 37 0
<br /> 28 28 � I �.• 7 W 5 .00 f7.61 17.52 N 80('14'56r E
<br /> r
<br /> 23 5040 , O c�
<br /> I 2 0 46 24 50.00 6.78 7 N 66"16'267--E
<br /> 89.69
<br /> 6. 8
<br /> 24 5129 20 22 . 13 89.66 I Q► Q 3 27 57 O 1 50.00 24.39 24.15 N 7602'-1'4-4' E '
<br /> O 14 I
<br /> 25 5004 - - - / I 0 0 4 34 03 34 70.00 41.62 4 1.00 N 79 025'0 1 E
<br /> 26 6195 0 2 p �� ,' �, 5 36 49 58 70.00 45.00 44.23 N 65 08 13 W
<br /> 27 6210 C-� �'�80 �' �4 4 6 36"4959" 70.DO 45.00 44.23 N 28 18 14 W
<br /> co �� 7
<br /> 25 �.
<br /> 0 18 � 0 15
<br /> �J
<br /> 28 5006 �. � � � 0 7 38 06 19 70.00 46.55 45.70 N 09 09 55 E
<br /> r
<br /> �r � � 2
<br /> 29 5129
<br /> r `�c'o �: i o O 8 1450'49'50" 70.00 178.17 133.82 N 44 41 51 W
<br /> .J J `L �
<br /> 9 190J248" 50.00 17.05 16.98 N 18 26 40 E
<br /> 30 5040 N 89°44'06" W �� N 89°44'06" W
<br /> 31 5040 10 0802422" 50.00 7.34 7.33 N 04 28 05 E
<br /> 32 5029 - - - _ 69.47' lel ` '� 69.52' I I 11 27 57 10 -YO-.007- 24.39 -f4.15-7--V 14 14 29 E
<br /> 33 5004 �k., iso ,
<br /> 12 0792654" 40.00' ---5-.2-0-r- 5.20 N 03 27 33 W
<br /> ��2i �� , 28 28' 1 13 J3928'40" 40.00 23.37 23.04 N 23 55 20 W
<br /> 34 5004 :� O X11 •
<br /> N
<br /> o i 19 �, o . FL , 14 40 55 34 40.00 28.57 27.97 N 20"11'531, W
<br />, 35 5386 '
<br /> 36 5045 _1375 �6'� 17 0 16 26 �\� ( ®,: ;' a'` 9
<br /> �� 27 15 55006'21 50.00 48.09 46.26 N 13 06 29 W
<br /> 37 5040 / o r u O( ) --..••.
<br /> 4/ `a N 89°44'06" W 152.60'M R 16 16 75 49 13 50.00 66.17 61.44 N 52 21 18 E
<br /> 38 5048 --• N00 1,55 4 E(R) ,
<br /> SET 3 W.C. •...:` 26 25' SET 3 W.C. �. 17 76 04 18 50.00 66.38 6 J.62 N 5104 1'57"
<br /> W
<br /> ,�►''_ S 0015'54" W I 18 54c'51'16" 50.00 47.87 46.06 N 13 45 50 E
<br /> 118.00 � - -118.00, -'`•-a: _90.00'- - =. 31.06'(M)(R16)(R17) I >rJ, 19 261 51 08 50.00 228.51 75.56 N 8-9--044-T061' W
<br /> i N 89044'06" W 326.00(M)(R 16) ^' d / \� )�/�r� I 20 33 45 19 40.00 23.56 23.23 N 24 18 48 E
<br /> . ••• ''• 5' SLOPE EASEMENT �,. �..I - \ J Cl 21 07910'15 40.00 5.01 5.00 N 03 5 f O 1 E
<br /> I
<br /> a
<br /> 1
<br /> r� I 3- r '- ' SEE NOTE 5 r �: uj\l� � ,. r_�,j j 22 40"55J4" 40.00 28.57 27.97 N 20043"41" E
<br /> _3-� 3- 31 r J n.0 � �
<br /> 1:\215700\unit 5\s4-u5-fm.dwg 06/12/2002 16:03 D.D. SHEET NO. 530 JS Q SHEET 4 OF 4
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