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<br /> `Gr1o�� -20 S89'30'52"W CURVE RADIUSLENGTH r CHORD CH.BEARING� DELTA
<br /> QPR 9� 1 j�i 4.45 C30 82 1.00 64. 1$ 64. 17 S58 46 31 'W 04'2¢ 45
<br /> p50 65•82 C31 821.00' 71.65' 71.62' S63'30'53"W 05'00'00"
<br /> 05
<br /> p C32 821.00' 71.64' 71.62' S68'30'52"W 04'59'59"
<br /> 04. 2 92.91 SFN
<br /> �
<br /> ' C33 821.00' 74.62' 74.59' S73'37'05"W 05'12'26' L4
<br /> TO BE SET BY C34 821.00' 282.09 280.70' N66'22'43"E 19'41 '10 '
<br /> o052"E 00' 0 40'00 �o N OTHERS AS PER C35 821.00' 78.44' 78.41 ' N84'32'391 05'28'27"
<br /> N79 40• -� M&P 33-40 C36 821.00' 68.89' 68.87' N84'12'391 04'48'27" i
<br /> 92.91 m c C37 779.00' 82. 15' 82. 11 ' S83'35'37"W 06'02'31 " M
<br /> �52� 0 1 N o u, 1 3213 C0 C38 779.00' 82. 15' 82. 1 1 ' S77'33'06"W 06'02'31 " ��
<br /> 565
<br /> 30
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<br /> 1 0 1 1"' 1 1,343 SF •i ��+, C39 779.00; 82. 14; 82. 11 ; S71'30'35,"W 06'02'30"
<br /> �3 •3 5 m 1 0 m 1 1� j� C40 779.00 82. 15 82. 1 1 S65'28'04 'W 06'02'31 "
<br /> 1 �, 1 1 f C41 779.00' 80.37' 80.34' S59'29'28"W 05'54'41 "
<br /> 3212 N C42 779.00' 408.96' 404.28' S71'34'30"W 30'04'44"
<br /> •;• ��,� ` •1 �' In 0_ \W m _0 N 1 r r r r ,._ r r,
<br /> vn 10,789 SF\ a 1 C66 798.00 313.08 31 1.07 N67'46 30 E 22'28'44'
<br /> \(D- a, 1 C67 798.00 105.85 105.77 N82'48'52 E 07'36 OD
<br /> `o- 3211 \ 1 a, . i 10 PUE C68 798.00 418.93 414. 14 N71'34 30"E 30'04 44
<br /> N3 �- (C,5
<br /> r r .,
<br /> SCALE: 1 = 5D '�-. p5 , s10,333 SF \mk C69 821.00 9.55 9.55 N86'56'S2'E 00'40 00
<br /> 555 3� $_ 1 4b C36 ry C69
<br /> 3210 ' SFN
<br /> ` -� 'L 40 w C67 0 BE SET BY
<br /> 10,333 SF o VE C33 w ©o ® OTHERS AS PER
<br /> 1°P� - DR`v M&P 33--40
<br /> -� c
<br /> 3209 c32 66 (� JC68 �0 _ C37 _ __ o ,•i 3�
<br /> ��10,415 SF o_ 3q 2 No N3 • ��c NES �2
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<br /> a15*
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<br /> 12,688 SF rn
<br /> r, Pv r 12,214 SF -vol MON. NORTHING FASTING
<br /> S� 6ti a�
<br /> 3207 0 6 0 ` ��� ��, o_ 3216 ` �,i ® 2176216.64 6312226.63
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<br /> 8,698 SF -'� i55? �, 1 1,575 SF v v ® 217634 7.06 6312423.95
<br /> �� `''- 3217 r--)
<br /> 2176464.72 631271 1.89
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<br /> 32 0 6 0 Qv i 2� 5� i ti �-- N85'41 '25"E , ® 2176477.95 6312816.83
<br /> 7,346 SF ��'. i�6° X56 / ' S�i "w: 79'12Q4 E 59.65 113.67 SFN
<br /> �., i 69 5� �! J� a� 3218 - 36�E `� 56.15 --` 66.44' r OTHTO ERS AS BY
<br /> 71'26 6' 2' 10.0 r ' 21.44 E -S E
<br /> �. 42.54 " M&P 33-40
<br /> o /� ti°a�E ' / 4r-
<br /> 10,685 SF � N 54 9 7 8 48.68, 2.64 31.99
<br /> / 9 S S87 43 26 W ,
<br /> 3205 $ 6 .' tiL p0,� Z t)?' � 44 1 S' ,1 '27"W S83'S0 DOS 54.63' S89 33 l3 W
<br /> i 6 6 •'� 15i "� , �6� g1 p5 r "W S81 -- 52.6 �^ 32.08' _
<br /> 3219 ,F, "c�. °� 23 S75.3�Op/ I N88'59'13'W ., -�-.`I o 299. 17'
<br /> 1 1, 1 1 1 SF g 25• 'A9 S87'47 08 E I L'
<br /> 56551 13'53Ng'tP N84'46'S2"E 94.35 70.77' cp ni
<br /> cn c,,
<br /> Q5 0 ,lk�� 1y65 5' .11 1S2r� w cc
<br /> CSS ��� 3220 s� g6� ��5pr� 125N69 9?3 o rq
<br /> 1. 1,851 SF a� �� S� fk9
<br /> 86.28' S87'47'08'E
<br /> lk N84'46 52 E 72.09'
<br /> 3221 "E
<br /> 5 '
<br /> 12,844 SF S, ��`� �6� �g��h N6911.2'r
<br /> SACRAMENTO AND SAN JOAQUIN
<br /> aJ� ,�r,
<br /> DRAINAGE DISTRICT
<br /> t1l �^, p,5� 6 , OR 33108 -33
<br /> 3222 �� D'1 h� 0 4!1�� ,'�� �g 40' STRIP PER I.N. 90071581
<br /> NN
<br /> /G� 3243 ,�`��' Q� TRACT NO. 27 06
<br /> 99,834 SF �9� 5 SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> EXISTING SACRAMENTO & �h , g�/ �Q` MAP OF
<br /> SAN JOAQUIN
<br /> EAS DRAINAGE � f
<br /> � NOTES: BROOKSID►E ESTATESDISTRICT EASEMENT ,� P� ,
<br /> I.N. 94065853 ��� G 1. REAR LOT CORNERS: SET 3/4" X 24" IRON PIPE TAGGED
<br /> UNITL.S. 6013 UNLESS OTHERWISE NOTED. V O . 38
<br /> 2. THIS SUBDIVISION CONTAINS 57 LOTS ON 22. 157 ACRES GROSS. BEING A PORTION OF SECTION 1, TOWNSHIP 1 NORTH,
<br /> RANGE 5 EAST, AND SECTION 6, TOWNSHIP 1 NORTH,
<br /> EXISTING NORTH LINE R.D. 2074 3. WITNESS: FRONT LOT CORNERS, SAW CUT '+' ON SIDEWALK, RANGE 6 EAST, MOUNT DIABLO BASE AND MERIDIAN,
<br /> FLOOD CONTROL AND MAINTENANCE AT 2.00-FOOT DISTANCE FROM LOT CORNER ON LOT LINE CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA A
<br /> EASEMENT I.N. 95040259; ALL COURSES PROJECTION.
<br /> ARE DERIVED FROM RECORD DATA. JULY, 1997 SCALE: 1" = 50'
<br /> 4. SEE SHEET 2 FOR ADDITIONAL NOTES, LEGEND AND REFERENCES. �� AA
<br /> PORTION OF THE "SOUTHERLY FIXED IVI. C.R. ENGINEERING
<br /> 1
<br /> AGREED BOUNDARY LINE" AS DESCRIBED 903 CENTER STREET, SUITE 1 MANTECA, CALIFORNIA
<br /> IN I.N. 90071574 AND I.N. 90071578;
<br /> ALL COURSES ARE DERIVED FROM RECORD DATA.
<br /> SHEET 6 OF 6 SHEETS
<br /> �� -- rr` .rte.
<br />
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