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37- yz P <br /> NOTES _ SEE SHEET 4 , , SEE SHEET 4 <br /> S �i <br /> Ti o 75 <br /> f. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. - - - - - <br /> 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED •- ��--• I `3 , <br /> ALONG ALL STREETS AS SHOWN ON THIS MAP. FD 2-1/2" BRASS DISK <br /> J. SET A 5'6" WITNESS CORNER ON LOT LINE PROJECTION STAMPED LS 6953 (R17) N N 89°39'45" W I 100.00' Q <br /> FOR LOT CORNERS FACING A ROADWAY. (CUT "+" �_: - N 89"J945" W 167.06 M R 17 <br /> IN CONCRETE SIDEWALK.) O( ) ''•" ` 88.94' ""'0 28' 103.30, <br /> I N 89 44'06" W <br /> N � <br /> 0.7 <br /> 4. SEE SHEET 2 FOR ADDITIONAL NOTES, REFERENCES, BASIS PE®R® LANE"' 'NE I N89°39'45"W N � <br /> OF BEARINGS AND LEGEND. N 89°39 45 W 615.41 (M)(R17) --•• 41.00 <0 32 <br /> Q 5. WE HEREBY DECLARE THAT THE PROPOSED PRIVATE SLOPEl �u - - -\ `O I N 89°44'06" W W <br /> EASEMENTS SHOWN HEREON ARE FOR THE BENEFIT OF THE \�r <br /> w)as, .k'' 28' 103.30' N 2 <br /> ADJACENT LOT OWNERS AND NOT OFFERED FOR DEDICATION TO \l / o <br /> l MIN F I o^ 6 W W 100.00' / 1 <br /> i THE PUBLIC. MAINTENANCE O SAID AREAS IS THE RESPONSIBILITY IJ N h Z <br /> .�� 1 OF THE LOT OWNER ON WHICH THE EASEMENT OCCURS SAID -)(-,01 o-\`� ON ti1 I <t a I O Q <br /> OK ffr'J EASEMENTS ARE NOT CREATED BY THIS MAP. J��r�J� � � z� � �p�� �h � � � )I Lu � v� (�" w <br /> 33 Q <br /> �`�' 25 5JR� Jr�` ��1 ,,(9 4 14 �i o 0 0 �I 3 <br /> '25 I r I - I I r I I r r I f I r , I I I a �•' 100.00' �' , o� o <br /> 5°�1 <br /> 00 57 56 J J J r1 J 3 J 2 J -0 1 J 5 SLOPE EASEMENT,.- <br /> NOT . I O W o <br /> I I ( I ( I I SEE E. 5 I I 103.30' v ^ <br /> o N 89°44'06" W �It ° <br /> •.' S89°3945"E 704.58'M R16 R17 - 61,10' p ® I o <br /> 65.58' 59.00' 58.00' 58.00' 58.00' 58.00' 58.00' 58.00' 58.00' 58.00` 58.00' 58.00' • N 89 39 45 c o I 2 a <br /> W^ i 34 � O <br /> 3 W W W W <br /> ^ N 8903.30'» W � <br /> to h h to to h to , Q <br /> °o rn o 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 © 0 0 0 o p o 28' �.... 100.00 1 <br /> Q,a0 ��. N op 2 N ap 3 N q� 4 N o0 5 N op 6 N 4� 7 N � 8 N ap g N ocj 10 N 11 N oD 12 N o0 13 I 6.59' „E R o „ <br /> ° p ° g ° g ° o, ° o� ° o� o 0 o O) ° O) ° o o O� O o $ ¢4 �� <br /> • �'`_; *N o 0 0 0 0 0 0 0 0 0 0 o I 12 N62 <br /> Z Z Z Z Z z z Z I 28' 35 O.O0'�M)�R 1) <br /> • :. f0'PUE - - - - - - - - _N 89°39'45" T72202'_ - - :• 10'PUE �0 �' f 0 °56'?3-"E(R) ,� <br /> �� 10.00'•. 41.82 59.00 58.00 58.00 58.00 58.00 5800 58.00 58.00 58.00 58.00 5800 41.20 ti °w 86.06 <br /> (M)(R 16) <br /> •T• N 89°39'45" W 71202' bh 89.36' <br /> `- 0020'15" o r , <br /> 00 <br /> , <br /> N . E BABCOCK °C <br /> I <br /> (M)(R 16 N••"""" , LANE � � I � N 89 44 Ofi W 0. � <br /> 62.00. ,r 56.00(M)(R 16) N 89°3945" W 760.08' _ ' 9 <br /> N 89039'45" W 822.08' 3 <br /> 6.00'(M)(R16)•••, N N _. 11 ,�,NSS0 36 <br /> N 45020'151$ E •... r N 89°39'45" W 675 80' - O <br /> r 47.00=-' 59.00' 56.00' 59.00' 63.DO' 59.00' 56.00' 59.00' 63.00' 59.00' 56.00' 45.80' .. 8 2 9�'CRJ <br /> 28.28(M)(R 16) �- - - - - - - - - - 63 - - o r r► r - - - - - - - - - - - - - - - - - 4 ! , \ S� h <br /> - - - - - - <br /> • T- 10'PUE N 89 39 45 W 681.80 - - 10'PUE - - - J /l `\ \ o o^ <br /> o '"o to Lu W 4� �u 1 5 \ `✓ \ 2 �'st ���� <I o <br /> �- <br /> ,+ � Ll! V.I l.0 Lt.i LL.I W `�,! 4J \7iZ\\j�o <br /> hh ^� p p � h tnh hIn �b to^ (�/f1 <br /> •. ^ _C121 . ^ O O h 4n h �n to �n \V l "J to \ W \v <br /> a� 50 o0 49 X048 00 � 47 a 46 oo 45 44 � � p 43 N� 42 �N 41 o0 40 00 � 39 °h; Ns w \ ��37 <br /> M oN�n I 0, o�niON rn pN NO rn ON p o obi°p obi qN NO vii opg o 0 00 o pN No o� o�� \ w tv \O, <br /> ^ o p o p o o .-. p ..o o ^ p p ..moo o �O/ p poN 38 <br /> z O O z � p o z � p p^ ,_// <br /> N • ` Z :•RESTRICTED ACCESS Z z 101 s.- <br /> ,n 3 .,....3'W.C,(TyP) 3'wC.(T1P) 3'W.C. IYP <br /> ,�, • 4 4 4 4 8 4 7 : RESTRICTED ACCESS • ( ) 10 ; <br /> 6 \ \4 -\- <br /> 5 5 Q 5 5 9 S 45°18'04" W <br /> 6 6 <br /> n' Ln `'cf� 'Tiro O O O O O O O 5 O O O 28.30'(M)(R 16) <br /> 0 <br /> J <br /> fD 2-1/2" BRASS <br /> ONO N DISK /N MON. WELL <br /> o° °o °0 AT CEN7ERUNE OF <br /> SCHUL TE ROAD SCHULTE ROAD <br /> GPS-16 (R12)(Rf3)(R14)(R16) `••.." <br /> N=448803.547 S <br /> N 89°39'59" W 1054.42'(M)(R16) E=1724813.561 <br /> TRACT N0. 2956 <br /> \1 0 SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> J\j IT <br /> ')-/1, SANMARCO <br /> LOT AREA TABLE ,»�) ���lr�� <br /> Jr <br /> LOT I SQ. FT: LOT SQ. FT imUNIT 4 <br /> 1 1 5938 35 5623 NO. _ <br /> 2 1 5782 36 7638 <br /> 3 1 5684 37 9589 <br /> 4 5684 38 7122 LINE DATA TABLE CURVE DATA TABLE <br /> 5 5684 39 5693 BEING ASUED/VISION OF LOT 4 OF SAN MARCO UNIT N0. l <br /> 40 5603 NO. BEARING DISTANCE REFERENCE NO. DELTA RADIUS LENGTH CHORD CH.BEARING REFERENCE SCALE �' = �� <br /> 6 5684 AS FILED /N BOOK 35 OF MAPS & PLATS AT PAGE 24 SAN <br /> 41 5608 1 N 89 44 06 W 3.30 M R 16 3 06 48 50 53200 63.26 63.23 N 03 04 10 W M R 16 <br /> 7 5684 4 16 30 10 50.00 14.40 14.35 N 81 24 4�0- ' W RECORDS, ALSO BEING A PORTION OF <br /> 8 5684 <br /> 42 5673 2 N 00 15 54 E 56.00 M R16 JOAQU/N COUNTY E , <br /> 8 <br /> 3 N 89 39 45 W 47.00JR16 5 11 27 00 50.00 9.99 9.98 N 6 26 05 W <br /> 43 560 <br /> 10 5684 44 5603 4 N 89.39 45 W 59.00 6 2 57 10 50.00 24.39 24.15 N 75 41 10 W THE SOUTH HALF OF 5EC77ON 30, <br /> 5 N 00 20 15 E 5.00 7 46 4105 70.00 • 57.04 55.47 N 85 0307 W �. 2 S. R. 5 E., M. D. B. & M.45 5608 11 5684 8 36 4959 70.00 45.00 44.23 N 53 1121736 N 89 3945 W 56.0012 5684 46 56 CITY OF TRACY,.DD9 36 4958 70.00 45.DO 44.23 N 16 Z122 E13 5793 47 5608 7 N 89 3945 W609 45 W 63.00 10 25 3739 70.00 31.31 31.05 N 14 5227W COUNTY CALIFORNIA <br /> 14 5782 48 5603 8 N 89 3 SAN JOAQUIN 9 45 W 93.25 11 145 5841 70.00 178.35133.87 N 45 l8 04 E '32 5785 49 5608 9 N 89 31227 57 10 50.00 24.39 24.15 N l342 41 W33 5600 50 5633 1 N 39 45 W 8826 THOA112SON-HYSELL VI� iIVEERS <br /> 34 5785 25 06 22 54 53200 59.26 59.22 N 09 40 02 W <br /> 26 17 31 35 500.00 152.95 152.35 N 08 25 33 W <br /> A <br /> D/VIS/ON OF THE KEITH COMPANIES <br /> 1016 12th STREET MODESTO.. CALIFORNIA <br /> I.•`2157001unit 4\s5-u4-fm.dwg 06/17/2002 09:39 D.D. SHEET NO. 530 APRIL., 2002 SHEET 5 OF 5 <br /> :57..q*2D <br />