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<br /> TRACT NO. 3637 NOTES:
<br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY 1. ALL LOT CORNERS. SET 3/4" X 30" IRON PIPE TAGGED L.S.7079 UNLESS OTHERWfSE NOTED. 3. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT CONTAIN A WITNESS CORNER
<br /> TINATIONS UNIT NO. 2 2. W MESS CORNERS. FRONT LOT CORNERS, SAW CUT '+' ON SIDEWALK AT 2.00-FOOT DISTANCE ARE FROM LOT CORNER TO LOT CORNER.
<br /> DESFROM LOT CORNER ON LOT UNE PROJECTION. REAR CORNERS. SET 3/4" x 30" I.P. TAGGED 4. SEE SHEET 2 FOR ADDITIONAL NOTES, REFERENCES, LEGEND,
<br /> BEING A SUBDIVISION OF LOTS A, D AND E AS SHOWN ON LS.7079 ON LOT LINE AT OFFSET INDICATED. AND BASIS OF BEARINGS.
<br /> SEE SHEET 3 � W � � 20' ° � _
<br /> THE FINAL MAP FILED IN BOOK 40 OF MAPS AND PLATS, A T Qc I SCALE. 1 - 50
<br /> PAGE 84 SAN JOAQUIN COUNTY RECORDS, LYING IN THE 163 164 I- V Z , I 168 179 ►,�
<br /> 165 166 167 I� � S86-20'007-(R)
<br /> QUARTER OF SECTION 4 TOWNSHIP 2 NORTH,
<br /> NORTHEAST QU x.62 N88'0312'�V 264.36 (/) ° 589 15 IE 204.40 \ Z I 146
<br /> RANGE 6 EAST, MOUNT DlABLO BASE AND MERIDIAN, 58712'43"x• 6381 , 6°•°°, 60.00' �• 20' 20 103.0819 101.32 :!i �.1
<br /> OA UIN COUNTY CALIFORNIA z' 5.57' 6°'0° 6°•0° 60.02' I s5•o1 6302 76.37ICR 20, 0 20, S8s'09'02V
<br /> CITY OF STOCKTON, SAN J Q 78'77 I I1o4.3s' 3W'C. j.
<br /> MARCH, 2006 SCALE: 1=50' L � 10' PUE- 4 °� $ LOT S 11 I o I
<br /> + I, Ni � 1 25,017 SF I I LOT S 12
<br /> M.C.R. ENGINEERING � $ $ .� $ ,� I $,� I I v-ZI , I
<br /> 33 592 SF $I l O r 0 2"
<br /> g 187 186 h 185 $ 184 g I --�- { 182 181 ,� 180 I •I 145
<br /> 1 A g ^ $ ;n g 183 I °? W � e,`On 8,040 SF I �' #',', N 6,556 SF
<br /> 7 242 DUPONT COURT MAN TECA, CALIFORNIA -� 7'440 SF $ 6,000 SF o 6,000 SF o 6,002 SF I 6,960 SF 6,878 SF I m
<br /> �n c� 0 7 829 SF $ o o I $ $
<br /> I c86-09'02"# 3'W
<br /> 114.19'
<br /> MON. {�') (X) _ c%/ N - - - - - ,- - - - - - - - - - - - - - - - - 20' I 2 N I fn
<br /> B�L�" N 38.94 60.00 - - - - � 20 - - - - 10 PUE � l o
<br /> NO. NORTHING EASTING ®S7 XC.21
<br /> • WAY o m 60.00 60.02' 63.77 G �..a► - - - -� - - - - - k 20 z I $�
<br /> 6 2207655.44 6326256.79 (M)(B) 8,t Q y � N (PRI 282.73 LOT 'S 10�� 70.00' 50.00 63.00 � 55.55 1 .19' �I 46© 0 0 - �/�TE-) 24 53 S88 0312'1 0 575.47 168.55 20.04 ,� I , 7,146 SF , [,
<br /> 4 SF w o �, (T�. (� E SEE DETAIL, �� o, R
<br /> 7 2207610.95 6326257.28 (M)(B) p1 w o N012¢ 17 - - _ 588.0312"1� ® 554.20' o w N84 52 05'W
<br /> 0 �• '� ~ --__ 14 `�' 5.$6 " 23.87 0 311.87 - - _ _ -
<br /> 02 _ 733 47 S88'0312'� JUBILEE WAY ° , SHEET 5 �, °0 1 �- S86.09'02'W O
<br /> ® 2207566.46 6326257.77 (M)(B) ,�Ak -- C13 �j o 69.39 532.34 236.47N86'2s47"W R 0.13 124.01
<br /> �y ,� 63.59 60.00 477.1 (SEE NOTE 8, SHEET 2) - ��
<br /> 9D 2207413.82 6326268.04 (M)(B) N04°20'27"E(R)J 20' , - - - - - - - - - - _ _ _ _ _ _ ' _ , _ - - I N86'23'27"W(R) w
<br /> G 60.00 60.00 - -60.00 - - - 60.00 60.00
<br /> 124 S86'21'14"E R 20 EN8q�j�jqfW(�� - A-1 D' PUE - - - - - - - - - - - -53.51 55.24'
<br /> ® 2207365.15 6326270.f3 (M)(B) 8,836 SF - - - �I ^ '� I S8753'19"E(R� 20' ' I 143 �` o
<br /> 1U� 2207393.28 6325448.45 (M)(B) c�'� 3.1,y.C. I V �< <V ! - { 7,661 SF --�
<br /> > > "� ' - c . A I �.! 10' PUE .
<br /> 2207406.00 6325349.76 (M)(B) > > �>>`15• 1 '� 189 190 o ,' ^o ,"4 o I { S86-09'02'�N� zca
<br /> © c S8 l 188 :� r� $ -"� •- 30.31, 3 .C.
<br /> M B ��, ih o ° 2D, 0 8x,002 sF g in $ 191 $ 192 h g 193 195 I o �.► I , 1
<br /> ® 2207432.44 635232.78 MO ,'� �� 8,211 SF $ 6,003 SF 6,Op•� SF o •�. •.. $ 194 $ 6, 1 S89 10 10'W(R) -
<br /> L c� ' $ 006 SF 968 SF O I {`- - - - -
<br /> 6,005 SF �n 6,005 SF $ 6, 10 PUE -I
<br /> ® 2207818.68 6325320.06 (M)(B) �� ) � � 1 D' PUE--�i� �� ' � $ .
<br /> 1 142 �l
<br /> 125 h " s88'02'22"� { 7,851 SF 44 }
<br /> © 2207803.18 6325388.67 M(B) 3,W.C. 7,912 SF °' 60,w• , 524.66' 14 6
<br /> © 2207787.32 632551 Miss
<br /> 1.72 �. � �,�' 81.31' , , , V ao` L Q •O
<br /> b N72•�SA 'h 2D, 63.00 63.00 63.00' 63.00' '+`�� S86'09 02"W p
<br /> 2207787.13 6325517.58 9- ' � 5b H-10 PUE x•00 63.00 6,5,,x' ,^S 20 v, 130.06" 3 w'C chi
<br /> ® 97 V r• N 1 S84 13'30»W�
<br /> © 2207763.26 6325516.98 N /
<br /> / � Q� •� + mo w \� N o O
<br /> ® 2207704.67 6325509.69 `. ,� 126 �. .y,tiN > 203 $ g .� 141
<br /> W 8,254 SF / �'� 9,009 SF ;h g 202 201 N S $ °� $ -"4 $ ,"� , v t� !'�• \� 7,217 SF
<br /> to
<br /> ® 2207548.47 6325474.40 Q a N 1 `� 6,300 SF S 6,300 SF to $ 200 w g 199 ;n $ 198 197 196 3'W c.
<br /> v 3'W.C. I O .o $ $ 6,300 SF 6,300 SF 6,300 SF $ 6,300 SF $ 7,406 SF 1 NN C32 S86•09 02"N' ,
<br /> ® 2207527.34 632609 f.76 �1 S85 40 17'E•�R?) NL $ $ $ 1 107.10 2.64
<br /> V ? 124.09' - - - - - - - - -
<br /> v l N� 20
<br /> ® 2207768.36 6326065.56 I - - -
<br /> � , - - - - - - - - - - 10 PUE » ���N63°57'07»ER 3'x3'W.C. - 8
<br /> 2207889.66 6326077.14 Q �,� 82.22 X00 - - - - - - - - - - - - - - - - - - - N763437E(R)� I I
<br /> ® ' -JJ
<br /> v � � o � N 63.00 63.00' 63.00' 63.00' 63.00 1 �1
<br /> N LOT 513 NW0222V 527.68' 67.46 � I 140 �oI
<br /> ® 2207950.62 6326076.74 h \ 1.04 AC (PRI VA TO �' 1 7,174 SF N '�
<br /> 6325833.76 � 127 \ �® o - - - S88.02 22"� _ 617.76' - (P• U.E� N ® o�l
<br /> ® 2207909.02 _
<br /> (SEE NOTE 8, SHEET 2) HUDSON BA Y LANE
<br /> • 3 x31!C. 12,787 SF " C24� - » ° C,`1� J N��•16'
<br /> ® 2207776.53 6325829.25 S72 08 21 W R
<br /> \ �' 81. 18 E C2 45.41' 0 S88'02 22"E 411.65 N SST - -
<br /> 41.36 - - - - - 60.00- - - -60.00 - - 60.00' - , CZ7 4f90�
<br /> �N06'5234'15R1 - - - -6000 - - 6 - - - -60.00 - .24 139 ,
<br /> 10 PUE - 3724' 029 11,125 SF 1,
<br /> 4' MASONRYWALL AWNT EASEMENT
<br /> 3
<br /> A � -"4 � ;li,� `'� �+ 2 SEE NOTE 7 SHEET 2
<br /> 128 8 $ $ �, ( )
<br /> SF 129 - 130 131 132 ^ $ �g , �'�. SEE Ty�cAL �
<br /> 10,286 � � ... o ,� o SF ;� 133 ;�, 134 ^ � meg , {
<br /> 6,049 SF 6,235 SF 6'2'� o 6,240 SF 6,240 SF 135 136 ;� 137 ►A � �,`� DETAIL, SHEET 3
<br /> 6,240 SF 2 6,240 SF o 6,240 SF w
<br /> �✓ "�* S 10'10'02"W R 2 6,051 SF $ 138 0-
<br /> ,r - L Z 8,443 SF S49.09'53 qR) I ;
<br /> 3x3 W.C. 3 x3�Y.C. 45 37 3'W.C. 65.
<br /> S5' 3'W.C• 60.00' 3'W.C. 3'W.C. 21.88' 3'x"W.0 C.\
<br /> •
<br /> C - T 60.00 _ 60.00 3'W.0 60.00' 3 W 60.00' 3'W.C. 000' 3'W.C. 60 3'W.C. , 3'W C 113 x3'W.C. 3'W.C. 7 9 0
<br /> - -
<br /> C.
<br /> 12 113 .Ob 3'x3�KC. 3.86 4 • 01
<br /> ® T 6 .
<br /> 60.00 9
<br /> • 499
<br /> .25 . ,r
<br /> tau N88'0222'W 61 -�-�- 588.43 36 141.84'(M(B)
<br /> ®• +�$ + � 2.80 MxB)
<br /> too
<br /> I �
<br /> VILLA PO/N DRIVE
<br /> � g
<br /> ®O
<br /> o r Cl 204 1 205206 SEE SHEET 5
<br /> VE TABLE G RVE TABLE CMVE TABLE &AMME TACE t umn TABLE
<br /> CURVE RADIUS LENGTH CHORD CH. BEARING DELTA CURVE WOUS LENGTH CHORD CH. BEARING DELTA CURVE WIUS LENGTH CHORD CH. BEARING DELTA CURVE RADIUS LENGTH CHORD CH. BEARING DELTA CURVE MMUS LENGTH CHORD CH. BEAR/NG DELTA
<br /> C9 84.00' 4.74' 4.74' N02013'57V 03'14'02" C20 60.00' 19.68' 19.59' SIX43' V 18'47'39" C.31 .00' 47. 3' 46.66' NO3'09'51 V 45'46'03" C65 15.00' 23.18' 20.94' S4740'14V 88'33'07 C87 280,00' 48. 6' 0' N01*16'17V 09'5234"
<br /> C10 20.00' 16.72' 16.23' N64'46'52"� 4753'29" 00' S1741'45'� 44'02'56" C32 60 00' 3.13' 3. ' " ' � "
<br /> C21 60.00 46.13 45. )3 N2732 37"IY 02'59 29 C66 320.00 5 .16 52.10 N06.03 52'E 09.20 21 C88 2 .00 8.73 8.73 N04 33 350E 014709
<br /> Cil 84.00' 4.74' 4.74' S69'39'23"� 03'14'02" C22 60.00' 46.13' 45.00' S61.44'40 44'02'55" C33 95.00' .31' .05' S1729'17T 23'06'11" C67 15.00' 26. ' 23.11' 53739'10" 100'4624" C89 660.00' 39.43' 39.43' S66020'30'E' 03'2524"
<br /> " 31' N 54'05'1' 14.39'34" C34 95 00' 2 5' 9. ' " , �• "
<br /> C 12 498.00 71.33 71.27 583'56 10"� 08'12 24 C23 60.00 15.35 15. S20'00 35"1 18'03 34 C68 15.00 27.59 23.86 N3916 08"� 105'23 01 C90 300.00 59.15 59.05 N0705 10"� 11 1745
<br /> ' 52' S81.27451E 08.23'35" C24 95.00' 17.23' 17.20' S86'4558"W 10'23'20" C3.5 95.00' 8.36' 8.36' SW27'29T 05.02'37" C69 620.00' 168.10' 167.59' 505'39'21"E 15.32'04" C91 600.00' 244.14' 242.46' S06'12'15*E 23'18'48"
<br /> C 13 680.00 99.61 99.
<br /> C14 660.00' 87.40' 87.34' N80.5653V 07'21'50" C25 95.00' 2.56' 2.57' S82.20'52V 01'33'08" C36 560.00' 115. " „ , • • "
<br /> 9 f 15.10 500'14 31"�' 112320 C70 620.00 85.34 85.27 50149 54"� 075311 C92 600.00 224.25 2.95 S0709 13'� 2124 52
<br /> C 15 660.0'0' 12.21' 12.2 f' S85.06'40*E 01'01'45" C26 95.00' 14.65' 14. ' ' " ' " a "
<br /> 64 S8732 32"W 08'50 12 C37 580 00 5169 5167 S03'23 000E 05 06 21 C71 620.00 8 .76 82.70 S09 35 570E 0738 53 C93 600.00 f . 9 19. SO4 30 f 1"W 0153 56
<br /> C16 15.00' 23.38' 21.06' N41'p0'24"W 89'18'19" C27 95.00' 17.23' 17.20' N82'50'42V 10'23'20" C38 580.00' 60.36' 60.33' S02'09'03"W 05.57'45" C72 15.00' 23.61' 21.24' N42'56'15V 90'09'53' C97 300.00' 61.06' 60.96' N00.22'42V 11.39'43"
<br /> C17 ' 44.41' 44.37' NW11'24"E 09'05'16" C28 60.00' 137.59' 109.36' N36039'18NE 131'23'20" 09 580.00' 3.24' 3.24' S05'17'32V 00.19'14" C73 15.00' 23.56' 21.21' S43'03'120E 90'0000' C103 580.00' 18.66' 18.66' SO4'31'51'W 01'50'36"
<br /> 280.00
<br /> C18 95.00' 17.23' 17.20' N175542'1' 10.23'20" C29 60.00' 47.92' 46.66' N79.28'100E 45'4536" C63 15.00' 23.56' 21.21' N4605646"E 90'00'00" C74 15.00' 22.64' 20.55' N48.41'59"E 86'29'39" C104 560.00' 96,6j' 96.52' SO 1'09'49"E 09'32 44
<br /> C19 60.00' 127.29' 104.73' S373920"E 121'33'04" C30 60.00' 38.61' 37.95' N38'09'16"E 36'52'12" C64 640,00' 36.24' 38.23' S86'20'30"� 03'25'24" C86 280.00' 56.99' 56.89' AW22'42V 11'39'43"
<br /> 10/17/2006 13:18 MEET 4 OF 6 SHEETS
<br /> J:\2005\05-079\FM\FM2\FM2 SHEET_4.dwg
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