|
4�b-I"18 D
<br />MONUMENT LEGEND:
<br />LINE TABLE
<br />LINE
<br />BEARING
<br />LENGTH
<br />L14
<br />N72'1729"W
<br />TRACT NO, 4061
<br />C20
<br />SET 3/4" x 30" IRON PIPE, TAGGED LS 9099, U.O.N.
<br />REFERENCES:
<br />L35
<br />"M maw I
<br />SUBDIVISIONS OF SAN JOAOUIN COUNTY
<br />-
<br />SET 314 x 30" IRON PIPE, TAGGED LS 9099
<br />N U.O.N.
<br />IN MONUMENT WELL,
<br />(A)
<br />(B)
<br />RECORD OF SURVEY, BOOK 33,
<br />RECORD OF SURVEY, BOOK 25,
<br />PAGE 133, S.J.C.R.
<br />PAGE 140, S.J.C.R.
<br />I
<br />o -
<br />JOA NN STREET Q)v'NTA
<br />N44 24'53"W
<br />GE H
<br />L39
<br />N45'35'07"E
<br />28.28'
<br />L40
<br />N4535'07"E
<br />I
<br />L41
<br />N45:35'07"E
<br />9.90'
<br />-e-
<br />SET 3.00' WITNESS CORNER 3/4" x 30" IRON
<br />(C)
<br />RECORD OF SURVEY, BOOK 23,
<br />PAGE 92, S.J.C.R.
<br />18.00'
<br />�L41
<br />S44 5926"E
<br />10.00'
<br />L45
<br />PIPE, TAGGED LS 9099, U.O.N.
<br />D
<br />()
<br />RECORD OF SURVEY BOOK 22
<br />PAGE 66 S.J.C.R. C. R.
<br />46.60'
<br />N89 2453"W 180.20' - _,
<br />"LD"
<br />S71°11'46"E
<br />BEING A PORTION OF THE WEST HALF OF THE
<br />-®-
<br />SET 3.00' x 3.00' WITNESS CORNER 3/4" x 30"
<br />IRON PIPE, TAGGED LS 9099, U.O.N.
<br />(E)
<br />DEJONG ESTATES, UNIT N0. 2 ,
<br />43-M&P-20, S. J. C. R.
<br />I
<br />LOT 1,311 SF L44
<br />^gyp �3r
<br />�, /
<br />13'29'20"
<br />SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 2
<br />-�-
<br />FOUND MONUMENT AS NOTED.
<br />(F)
<br />ATHERTON HOMES AT WOODWARD PARK ll', 43-M&P-56, S.J.C.R.
<br />"ATHERTON
<br />I
<br />9692N892453"W 194.34' 9742
<br />_�� l��
<br />I
<br />SOUTH, RANGE 7 EAST, MOUNT DIABLO MERIDIAN.
<br />C35
<br />0122'45"
<br />(G)
<br />HOMES AT WOODWARD PARK IV", 43-M&P-91, S.J.C.R.
<br />C36
<br />��p /i`-__�
<br />530.00'
<br />123.87'
<br />CITY OF MANTECA, SAN JOAOUIN COUNTY, CALIFORNIA
<br />-0-
<br />FOUND MONUMENT IN MONUMENT WELL AS NOTED.
<br />(H)
<br />TESORO, UNIT N0. 1 40-M&P-85,
<br />S.J.C.R.
<br />1
<br />/
<br />1 24 25 1
<br />NOVEMBER, 2020
<br />0)
<br />"JASMINE HOLLOW UNIT NO. 1",
<br />"JASMINE
<br />38-M&P-21, S. J. C. R.
<br />om No am Au =a Mw
<br />'C'
<br />(J)
<br />HOLLOW UNIT NO. 2",
<br />39-M&P-19, S. J. C. R.
<br />DETA/L
<br />�RTHSTAR ENGINEERING GROUP, INC.
<br />0 0
<br />50 10
<br />(K)
<br />"DEJONG ESTATES, UNIT NO. 3",
<br />43-M&P-61, S.J.C.R.
<br />NTS
<br />(L)
<br />"DEJONG ESTATES, UNIT NO. 1-1
<br />42-M&P-90, S. J. C. R.
<br />620 12th Street, Modesto, CA 95354
<br />SCALE: 1' - 50' � .......... �% (209) 524-3525
<br />kSEE SHEET 4)
<br />37
<br />48 47 46 45 44 43 42 41 40 s8926'01"w 110.00'LO_I l l
<br />ti C SEE N8935'29"E 110.00' I ,� I JOA NN STREET DETAIL 'C'
<br />co N N THIS SHEET
<br />w N89 2453"W 647.70'
<br />373.35' �, o - - - - 250 3 6 I o
<br />�' "tn 274.35 0
<br />O alp Lu nLo N N N N + �1 7,887 SF w
<br />N o 0 7 ^ I o ��, d �+ '' N89 24'53"W 277.56' I N89 24'53"W 180.20' -F- i I I N 12
<br />`O 7, 700 SF N o `° I ��� 48.56' 61.00' 61.00' 60.00' 47.00' �,�� I �cl�L T 1311 SF L44 I I
<br />- - - - - -
<br />- - - - - - - - - - - -
<br />�, o v' / 10' P. U. E. - - - - 96.92' e`. 97.42' ter'
<br />0 o b 30' I ado 30 / '-�- N89 2453"W \i 194.34' - 7•� 25' I w S89 26 01 W 110.00'
<br />N e N89 3529 "E 110. DO' 25' W o0 00 00 0o I Q i o 2 4 0 2 5
<br />ci ^ -
<br />o0 0l `N° I N rn 3- 1 I -. � J
<br />d L 1 6 769 SF 6 620 SF I _ 0 3 5 I o N o rn
<br />I_ �oQo"�1 12 ^ 13 14 15 16 to o O °po dI I`r °; �I I '� o-
<br />0 8 0 J o o 0 0 0 0 ^ , , co r�7.887oo v
<br />00 1 o I 4 17, 202 SF 6, 710 SF 6, 710 SF 6, 600 SF � 7170 SF I o ^ N89 24'53 W 111.17 N8s 26 01 "E 110.00' 3 I SF I o m
<br />7, 700 SF I r� rn 1 P ;� ;� "� rn �" oI w I I o
<br />25' S57°16'j 1 W R o0 00 0 0o I o Q I o 0 N� - -
<br />I I-----��z z z z I z I
<br />n/ N 1 b I o .n S89 26'01 "W 110.00'
<br />N89 3529 "E 110.00 I W 3, �: -"' N89 24'53"W 308.25' I oo Z coo rn 1 o w o0 2 6 1 o zoo L 1
<br />d Q 59.25' 61.00' 61.00' 60.00 67.00 _ I'` ` z Q z �) ^ 23 o co 6,600 SF 1 co I I z 11
<br />171.12' 13713' 0 rA 1 1 7 832 SF 1 I CL 1 LO
<br />I I N29 3529,E(R) 1 30' o� 30' I C45 N89 26'01 "E 110.00' 11 0 34 1
<br />9 00 m p"/ \ ' _ - 0 17 1 ^ N89 24 53 W 112.68 I o I Uj 1 7,887 SF
<br />10,042 SF I o 8,469 SF co s---1s---
<br />I 4 L36 ��o \�
<br />9,862 SF N " S83 52'o8"ELRZ V I - - - - - - 22 0 6, 600 SF l 0 3 I I r
<br />------ I S892601'W 110.00'
<br />u lg I 25' o 0 N89 24'53"W 134.93' `� 6 901 SF oo' `o l
<br />N89 24'53"W 128.84' N "� v % 15' ROAD EASEMENT ---J
<br />I v v I S81 °46'45 "E(R) N89 26'01 "E 110.00' `�� Q I PER (C) I
<br />iS77°52'34"ELR) �� ti �� o -
<br />3?.>j, W o cV ,`"� N892453 W 118.48 �i Z �1 of O.R. 3616-527, S. J. C. R. i o
<br />0 18 I �' �� 3 � o 33
<br />SC ti`'/ � 7, 844 SF I l °' �
<br />G/ 10 '."'� , I_ ^ i I o 28 010 I 7, 887 SF I l J
<br />o, _ , c� o I
<br />N89 2453"W 125.47' I "� 3 o=_ 1 I 21 0 0 7, 700 SF 1 o J I,
<br />12 343 SF z o `' ° ` 30 -4 S>>5 0 z I S89 -26'01"W 110.00
<br />N79 32'04'XRj �' / I -? 26_E(R� 8, 750 SF o I I I_-
<br />f��1r 4 0 --- V I N83°44'14"W R
<br />Jr J�� 64 8 N _ _ _ _ _ 1 N89 26'01 "E 110.00'
<br />JJL�rj �J�I�/ ��,�) 4 � � N89 2453"W 131.11 ' 1 o I 32 I o
<br />64 69 �' 19 I cv o U 2 9 I o 1
<br />�3s9 8, 979 SF o I I ��1/ 0 1 o I 7, 887 SF I �: 17
<br />1y 9 ?6 s86s8, ^ I C� � I p�?� 20 6,598 SF C47 I �' I
<br />SS 63 E6 \ \ 36 I °; 5 C38 S81 °3308 "ELR) I S89 26'01 "W 110.00'
<br />(M •� 1 � �0 °° 10, 569 SF 25'
<br />LINE TABLE
<br />LINE
<br />BEARING
<br />LENGTH
<br />L14
<br />N72'1729"W
<br />17.24'(M)
<br />C20
<br />60°00'00"
<br />17.26'(C)
<br />L35
<br />S45°05'18"W
<br />28.53'
<br />L36
<br />S89°3529"W
<br />25.00'
<br />L37
<br />S19'02'32"W
<br />5.00'
<br />L38
<br />N44 24'53"W
<br />28.28'
<br />L39
<br />N45'35'07"E
<br />28.28'
<br />L40
<br />N4535'07"E
<br />18.38'
<br />L41
<br />N45:35'07"E
<br />9.90'
<br />L42
<br />S44 5926"E
<br />28.00'
<br />L43
<br />S44 5926"E
<br />18.00'
<br />L44
<br />S44 5926"E
<br />10.00'
<br />L45
<br />N09'49'21 "E
<br />44.55'
<br />L46
<br />N6831 '00"W
<br />46.60'
<br />L47
<br />S71°11'46"E
<br />15.68'
<br />L48
<br />S70°58'58"E
<br />8.89'
<br />I I N29 3529,E(R) 1 30' o� 30' I C45 N89 26'01 "E 110.00' 11 0 34 1
<br />9 00 m p"/ \ ' _ - 0 17 1 ^ N89 24 53 W 112.68 I o I Uj 1 7,887 SF
<br />10,042 SF I o 8,469 SF co s---1s---
<br />I 4 L36 ��o \�
<br />9,862 SF N " S83 52'o8"ELRZ V I - - - - - - 22 0 6, 600 SF l 0 3 I I r
<br />------ I S892601'W 110.00'
<br />u lg I 25' o 0 N89 24'53"W 134.93' `� 6 901 SF oo' `o l
<br />N89 24'53"W 128.84' N "� v % 15' ROAD EASEMENT ---J
<br />I v v I S81 °46'45 "E(R) N89 26'01 "E 110.00' `�� Q I PER (C) I
<br />iS77°52'34"ELR) �� ti �� o -
<br />3?.>j, W o cV ,`"� N892453 W 118.48 �i Z �1 of O.R. 3616-527, S. J. C. R. i o
<br />0 18 I �' �� 3 � o 33
<br />SC ti`'/ � 7, 844 SF I l °' �
<br />G/ 10 '."'� , I_ ^ i I o 28 010 I 7, 887 SF I l J
<br />o, _ , c� o I
<br />N89 2453"W 125.47' I "� 3 o=_ 1 I 21 0 0 7, 700 SF 1 o J I,
<br />12 343 SF z o `' ° ` 30 -4 S>>5 0 z I S89 -26'01"W 110.00
<br />N79 32'04'XRj �' / I -? 26_E(R� 8, 750 SF o I I I_-
<br />f��1r 4 0 --- V I N83°44'14"W R
<br />Jr J�� 64 8 N _ _ _ _ _ 1 N89 26'01 "E 110.00'
<br />JJL�rj �J�I�/ ��,�) 4 � � N89 2453"W 131.11 ' 1 o I 32 I o
<br />64 69 �' 19 I cv o U 2 9 I o 1
<br />�3s9 8, 979 SF o I I ��1/ 0 1 o I 7, 887 SF I �: 17
<br />1y 9 ?6 s86s8, ^ I C� � I p�?� 20 6,598 SF C47 I �' I
<br />SS 63 E6 \ \ 36 I °; 5 C38 S81 °3308 "ELR) I S89 26'01 "W 110.00'
<br />(M •� 1 � �0 °° 10, 569 SF 25'
<br />CURVE
<br />TABLE
<br />CURVE
<br />CURVE
<br />DELTA
<br />RADIUS
<br />LENGTH
<br />C20
<br />60°00'00"
<br />50.00'
<br />52.36'
<br />C21
<br />32'18'58"
<br />50.00'
<br />28.20'
<br />C22
<br />2741'02 "
<br />50.00'
<br />24.16'
<br />C23
<br />240'00'00"
<br />50.00'
<br />209.44'
<br />C24
<br />72'31 '57"
<br />50.00'
<br />63.30'
<br />C25
<br />9648'03"
<br />50.00'
<br />84.47'
<br />C26
<br />70'40'00"
<br />50.00'
<br />61.67'
<br />C27
<br />11'3227"
<br />470.00'
<br />94.67'
<br />C28
<br />05 32'45"
<br />470.00'
<br />45.49'
<br />C29
<br />05-59'42-
<br />470.00'
<br />49.18
<br />C30
<br />15'08'58"
<br />400.00'
<br />105.76'
<br />C31
<br />0139'38"
<br />400.00'
<br />11.59'
<br />C32
<br />13'29'20"
<br />400.00'
<br />94.17'
<br />C33
<br />11'3227"
<br />500.00'
<br />100.71'
<br />C34
<br />15°08'04"
<br />370.00'
<br />97.73'
<br />C35
<br />0122'45"
<br />500.00'
<br />12.04'
<br />C36
<br />02'34'49"
<br />530.00'
<br />123.87'
<br />C37
<br />02'1822"
<br />530.00'
<br />21.33'
<br />C38 1
<br />00'16'27"
<br />530.00'
<br />12.54'
<br />I I N29 3529,E(R) 1 30' o� 30' I C45 N89 26'01 "E 110.00' 11 0 34 1
<br />9 00 m p"/ \ ' _ - 0 17 1 ^ N89 24 53 W 112.68 I o I Uj 1 7,887 SF
<br />10,042 SF I o 8,469 SF co s---1s---
<br />I 4 L36 ��o \�
<br />9,862 SF N " S83 52'o8"ELRZ V I - - - - - - 22 0 6, 600 SF l 0 3 I I r
<br />------ I S892601'W 110.00'
<br />u lg I 25' o 0 N89 24'53"W 134.93' `� 6 901 SF oo' `o l
<br />N89 24'53"W 128.84' N "� v % 15' ROAD EASEMENT ---J
<br />I v v I S81 °46'45 "E(R) N89 26'01 "E 110.00' `�� Q I PER (C) I
<br />iS77°52'34"ELR) �� ti �� o -
<br />3?.>j, W o cV ,`"� N892453 W 118.48 �i Z �1 of O.R. 3616-527, S. J. C. R. i o
<br />0 18 I �' �� 3 � o 33
<br />SC ti`'/ � 7, 844 SF I l °' �
<br />G/ 10 '."'� , I_ ^ i I o 28 010 I 7, 887 SF I l J
<br />o, _ , c� o I
<br />N89 2453"W 125.47' I "� 3 o=_ 1 I 21 0 0 7, 700 SF 1 o J I,
<br />12 343 SF z o `' ° ` 30 -4 S>>5 0 z I S89 -26'01"W 110.00
<br />N79 32'04'XRj �' / I -? 26_E(R� 8, 750 SF o I I I_-
<br />f��1r 4 0 --- V I N83°44'14"W R
<br />Jr J�� 64 8 N _ _ _ _ _ 1 N89 26'01 "E 110.00'
<br />JJL�rj �J�I�/ ��,�) 4 � � N89 2453"W 131.11 ' 1 o I 32 I o
<br />64 69 �' 19 I cv o U 2 9 I o 1
<br />�3s9 8, 979 SF o I I ��1/ 0 1 o I 7, 887 SF I �: 17
<br />1y 9 ?6 s86s8, ^ I C� � I p�?� 20 6,598 SF C47 I �' I
<br />SS 63 E6 \ \ 36 I °; 5 C38 S81 °3308 "ELR) I S89 26'01 "W 110.00'
<br />(M •� 1 � �0 °° 10, 569 SF 25'
<br />k: \jl9-2373 vintage 2\dwg \mapping \subdivision \j19-2373 sht 5
<br />/(�J(G)' I Ly N6/_I D DNO&Lb UI t IUj.LOLq
<br />-- ---� - -
<br />--.� 3, 7 0 o C4811; I
<br />FD 3/4" IRON PIPE N8822'15"ER� 64 O3' U " 747, p , N�j. ^ 30 I LOI 31
<br />TAGGED LS 6953 (G) () `� %` 4 73s9'�y 7, 243 SF I I
<br />I I I 10,704 SF
<br />I N89 °34'19 'Elf?j C% ?gg j 25 l N
<br />1 Aq oo I I �9' \S3422'42"W(R)
<br />I S rIQ� I 30' 30' o \
<br />S19°01'02"W(R)
<br />15' IRRIGATION MAINTENANCE \ ti IO
<br />s3 EASEMENT PER (C)`A SS C l J
<br />N O.R. 3616-527, S.J.C.R. 4?6�84 \ ��s� 850 \ T_41? \ \ FD 3/4" IRON PIPE
<br />S SQ
<br />T TAGGED LS 8159
<br />I ,7 73Sg / N 18 °46'01 "E�R2 Z I ?6 97 �G) \ \ ( E )
<br />Q?6�8----- NOTES: �6 FSC I L
<br />C6j
<br />�M 42 .97, �¢> 1 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br />I I 2. THIS MAP REFERS TO APPROVED TENTATIVE MAP SDJ-20-06 'wR ,' cs3 26¢>,�4 0�` N
<br />1 1 AND APPROVED ADDENDUMS THEREOF. _ - - 6 - i i i
<br />s27°4653" ,
<br />3. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND
<br />I I BOOK OR VOLUME PRECEDES PAGE. SEE DETAIL 'D'
<br />1 I 4. ALL DISTANCES SHOWN ALONG A LOT LINE THAT CONTAINS A THIS SHEET I
<br />WITNESS CORNER ARE FROM LOT CORNER TO LOT CORNER. N18_46'01"E(R)
<br />DE TA /L 'D 5. ALL LOT CORNERS: SET 3/4" X 30" IRON PIPE, TAGGED LS
<br />611412021 9:29 AM
<br />NTS 9099 U.O.N. 1
<br />6. SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND AND
<br />ADDITIONAL NOTES.
<br />SHEET 5 OF 5
<br />45 or 119 b
<br />CURVE TABLE (Cont.)
<br />CURVE
<br />DELTA
<br />RADIUS
<br />LENGTH
<br />C39
<br />15'08'04"
<br />340.00'
<br />89.8 1 '
<br />C40
<br />09'16'16"
<br />340.00'
<br />55.02'
<br />C41
<br />05 °51 '48"
<br />340.00'
<br />34.79'
<br />C42 1
<br />11 '3227"
<br />530.00'
<br />106.76'
<br />C43
<br />03754'19"
<br />530.00'
<br />36.13'
<br />C44
<br />0673031"
<br />530.00'
<br />60.21'
<br />C45
<br />01 °07'37"
<br />530.00'
<br />10.42'
<br />C46
<br />10723'20 "
<br />60.00'
<br />10.88'
<br />C47
<br />09°00'51 "
<br />60.00'
<br />9.44'
<br />C48
<br />0122'29"
<br />60.00'
<br />1.44'
<br />C49
<br />78 20'21 "
<br />60.00'
<br />82.04'
<br />C50
<br />45 20'31 "
<br />60.00'
<br />47.48'
<br />C51
<br />32'59'50"
<br />60.00'
<br />34.56'
<br />C52
<br />06'17'53"
<br />60.00'
<br />6.60'
<br />C53
<br />09°00'52"
<br />477.00'
<br />75.05'
<br />C54
<br />18 2329"
<br />452.00'
<br />145.09'
<br />C55
<br />15-21'40"
<br />427.00'
<br />114.48'
<br />C56
<br />55'03'19"
<br />20.00'
<br />19.22'
<br />k: \jl9-2373 vintage 2\dwg \mapping \subdivision \j19-2373 sht 5
<br />/(�J(G)' I Ly N6/_I D DNO&Lb UI t IUj.LOLq
<br />-- ---� - -
<br />--.� 3, 7 0 o C4811; I
<br />FD 3/4" IRON PIPE N8822'15"ER� 64 O3' U " 747, p , N�j. ^ 30 I LOI 31
<br />TAGGED LS 6953 (G) () `� %` 4 73s9'�y 7, 243 SF I I
<br />I I I 10,704 SF
<br />I N89 °34'19 'Elf?j C% ?gg j 25 l N
<br />1 Aq oo I I �9' \S3422'42"W(R)
<br />I S rIQ� I 30' 30' o \
<br />S19°01'02"W(R)
<br />15' IRRIGATION MAINTENANCE \ ti IO
<br />s3 EASEMENT PER (C)`A SS C l J
<br />N O.R. 3616-527, S.J.C.R. 4?6�84 \ ��s� 850 \ T_41? \ \ FD 3/4" IRON PIPE
<br />S SQ
<br />T TAGGED LS 8159
<br />I ,7 73Sg / N 18 °46'01 "E�R2 Z I ?6 97 �G) \ \ ( E )
<br />Q?6�8----- NOTES: �6 FSC I L
<br />C6j
<br />�M 42 .97, �¢> 1 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br />I I 2. THIS MAP REFERS TO APPROVED TENTATIVE MAP SDJ-20-06 'wR ,' cs3 26¢>,�4 0�` N
<br />1 1 AND APPROVED ADDENDUMS THEREOF. _ - - 6 - i i i
<br />s27°4653" ,
<br />3. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND
<br />I I BOOK OR VOLUME PRECEDES PAGE. SEE DETAIL 'D'
<br />1 I 4. ALL DISTANCES SHOWN ALONG A LOT LINE THAT CONTAINS A THIS SHEET I
<br />WITNESS CORNER ARE FROM LOT CORNER TO LOT CORNER. N18_46'01"E(R)
<br />DE TA /L 'D 5. ALL LOT CORNERS: SET 3/4" X 30" IRON PIPE, TAGGED LS
<br />611412021 9:29 AM
<br />NTS 9099 U.O.N. 1
<br />6. SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND AND
<br />ADDITIONAL NOTES.
<br />SHEET 5 OF 5
<br />45 or 119 b
<br />
|