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NOTES:
<br /> 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> 2. SET A 5'6" WITNESS CORNER, ON LOT LINE PROJECTION
<br /> FOR LOT CORNERS FACING A ROADWAY. (CUT "I "
<br /> 38' 38' IN IN SIDEWALK.)
<br /> 3. SEE SHEET 2 FOR ADDITIONAL NOTES, BASIS OF BEARINGS,
<br /> Gil-13RI-1 r 3-TA rr S, JIvI i IJ. : I I I I �� \��f REFERENCES, AND LEGEND.
<br /> l ( 2 I 3 I rl J I � I 7 I LOT "A"
<br /> I � I ���� ��"i
<br /> 38 I til.&P, 37-4-72I I I I �
<br /> I
<br /> ,►
<br /> (R 19) ,'o� VENETO M LANE :•IFD
<br /> N CUT t o EXISTING
<br /> - _ N 89°3945" W (R 19) 507.29'(M)(R18)(R19)(R20) IN CONCRETE (R21) r '?(R 19) :;=' (R'UE �''A
<br /> A
<br /> 262.00'(M)(R18)(R19)(R20) - M 19)
<br /> 245.29'(M)(Rl8)(R19)(R20) --:o O LOT ARC
<br /> lll��p1h «. +IN 89°39'45" W 197.29'M R18 R21 -- TA LE:
<br /> `�ph 30 00' ' •�45 00' _45.00' 45.00' 32.29..•'••* 1
<br /> 2 M R21 - 1 - 6 ���so' r'W� LOT SF
<br /> J81 ()( ) 67.29(M)(R21) - {�
<br /> I Trr 28' 28' ' W A W W W r , 1 4410 SCALE 1'� = 60'
<br /> ,� N " h > . • o� J 2 4410
<br /> r r k J r L N .``� �.` o - oo W o o�� $ �'l'?� c56,��;�i 3 4448
<br /> J�(�• A °° o o 0 0 0 0 `�' o ;� °`�i oo�'� / 4 5038
<br /> - - - - �J��> .�� aJ �"d / °" � 2 " � 3 °" 0 4 � h �,2;� h i z �� �J 5 5629
<br /> J� ' ' o y
<br /> i - - " LNO2 60T 1A1 1 �o c'��00
<br /> (R17)
<br /> 4yI (FUTURE LOTS50.00 -- -45.00 - -00155
<br /> 01.9 '()R2(R21) 1M \ I
<br /> A 9687
<br /> WLZ7 .
<br /> 7 rrJ �► ( •....,,_ 151.91'(M(R18) N85°43'05"W A'7¢o , '`387,5; ;�
<br /> 5 N89°3945"W (M)(R18)(R19)(R21) 08�, �7 O /
<br /> �'i - - - � FO CUT "+" I I oj,(f `,9sf 55,
<br /> J� x,74 - IN CONCRETE (R18).CCTAr 5, 5 S E SEE NOTE 6 SHEET 2 I J�R1B)�R19J - /� Q� \
<br /> 3 o , �,� J,� \�� j I RL � +�... CURVE DA TA TABLE:
<br /> � N72� •""FD CUT f ND. DELTA RADIUS LENGTH CHORD CH.BEARING REFERENCES
<br /> J r O IN CONCRETE (R19) l 39 18 23 220.00 150.93 147.98 N 70 000W W M R18 R19 R21
<br /> - - GAOR�JJrf J�� 1! I I I I - ` 2 12 50 48 278.00 62.33 62.20 N 23 33 41 E M Rl8 R19 R21
<br /> l'1 -31 - 3 12 50 48 7
<br /> � J I �� I I 2 8.00 62.33 62.20 N 10 42 53 E M R 19 R21
<br /> JvJ �/ I I 28' 4 39 16 40 250.00 171.38 168.04 N 20"00'18" E M R 19 R21
<br /> /I 1 r 5 3-0182J" 250.00 171.51 168.16 N 70'00'J4 W M R 19)(R2 1
<br /> - - - - - f , , (R 17) �l _ 2
<br /> . 28 28 - - - - �� f n , r r, Cr 6 05 12 35 220.00 20.00 20.00 N 87 03 28 W
<br /> • �Ii/r l r �, 7 15 56 12 220.00 61.20 61.00 -W-76 29 04 W
<br /> (R19) A'A - - -- - J/\//C NO, 2 8 18 0936 220.00 69.73 69.44 N 59 26 1D W
<br /> � � J r r �R®I�/'1
<br /> 38 f r r
<br /> �� O _.
<br /> - - - - - - - - - COURT J
<br /> 3 56 Zl/I -\ -,
<br /> 28 28 ,. r gTATr 9'\ I �� 1
<br /> r�1r�J� 3 2$
<br /> - -�� 34-�� I - - - _ TRACT NO. 3183
<br /> MP,
<br /> rid SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> GABRIEL ES TA TES,
<br /> I 1�I / � �
<br /> 33 33 39 L 3-4-D 8 UNI"m NOx 12
<br /> 15
<br /> 32
<br /> BEING A SUBOMSION OF LOT A AS SHOWN ON T 1 IE MAP
<br /> fl OF GABRIEL ESTATES, UNIT NO. 11, AS FILED IN AAPS
<br /> AND PLATS, BOOK-36, PAGE 61 , SAN JOAQUIN COUNTY
<br /> RECORDS, AND LYING IN A POR77ON OF THE
<br /> NORTHEAST 1/4 OF SECTION 31, T:2 S., R.5 E., M.D.B.& M.,
<br /> CITY OF 7R4CY,
<br /> SAN JOAQUIN COUNTY, CALIFORNIA
<br /> THOMPSON-HYSELL ENGINEERS
<br /> A DIVISION OF THE KEITH COMPANIES
<br /> 1016 12th STREET MODESTO, MFORN4
<br /> JULY, 2001
<br /> I:\204200\unit 12\s3-u12-fm.dwg 09/05/2001 08.58 D.D. SHEET NO. 530 SHEET 3 OF 3
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