|
5 7.
<br />z
<br />y
<br />SUBDIVISION SUMMARY:
<br />RESIDENTIAL LOTS (40) 3.60 ACRES
<br />LANDSCAPE LOT (1) 0.01 ACRES
<br />PUBLIC RIGHT-OF-WAY 1.49 ACRES
<br />BASIS OF BEARINGS:
<br />A COURSE OF NORTH 89'51'05" EAST BETWEEN CITY OF MANTECA MONUMENTS No. 208 AND
<br />No. 219, AS CALCULATED FROM COORDINATES SHOWN IN BOOK 33 OF SURVEYS, AT PAGE 133,
<br />S.J.C.R., WAS USED AS A BASIS FOR ALL BEARINGS SHOWN ON THIS MAP. ALL DISTANCES
<br />SHOWN ARE GROUND. TO OBTAIN GRID DISTANCE MUL TIPL Y GROUND DISTANCE BY 0.999929269.
<br />TOTAL 5.10 ACRES
<br />CA
<br />� W
<br />L)
<br />AID l Al X
<br />I
<br />FEATHER ROAD .
<br />S89'4026"W 607.94'(M)(l*) "� !
<br />_ - 226,81(M)(1) ,' -� - - - - _ 381.13'(Ad)(1) _ - - - - - I� _
<br />Asa° 4'1 4tLR1�'
<br />i -- S89.40'26W 359.04'(M)
<br />236.00'(R)(J)
<br />L 1 41 , ,;` �'- 82.89' 60.00' - ,. 93,11
<br />rj C29 �� - - ---
<br />- _ L2 I 1 f f 0' P.u.C,12_ - - �_� Azs°r42o 10' P.u.E f
<br />16 4 7 �•`I ,©1 . I I6'53 LOT - - o
<br />4,163 SF I �, j f I 18 9- - W LA �\ 4 732 78 S F
<br />IC4S I - 5, 497 ���° 641 SF 1 N83°46'S2'ER)
<br />I14L
<br />I SF o S89'46 40 W
<br />S89'46'40 "W 75.00' I � � � �,.- �- S89'46'40'W 208.59' - ; 011 V � { 73.37'
<br />143.00'(M)(J Sr) S78'44'38'LR)
<br />3, 450 SF 1
<br />43 51.00' 46.00' 4600' 65.59' 187
<br />`° I q a d w''o� I 3 615 SF
<br />1 �°' , 1 s7 r ° 1s 20 "w(r)�� Cj �`L; �q. W 1 :
<br />L�, o 0 793 " 792 791 -__-_ _ N
<br />589.46'40 "W 75.00' z I z � 3, 739 0 3, 450 0 3, 450 °� 7 ` c I S89'46'40 "W 75.19'
<br />I LEI N N 6,973 1
<br />1fifi I �'" SF � SF �, SF �, SF
<br />3,450 SF 1 Q 23' ` o 0 o N55'35 27U� �'� I 3, 461 SF N-
<br />10' P.U.F. z -----
<br />I I I
<br />I I I f
<br />€ I I I
<br />I I i
<br />I I I I
<br />I I I I
<br />I € I I
<br />� t i
<br />� I I
<br />� I J
<br />y{} -35 G
<br />TRACT NO. 3735
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br />THE It OF
<br />MANA, UNIT NO. 3
<br />BEING PARCEL C AS SHOWN ON THAT
<br />CERTAIN PARCEL MAP FILED FOR RECORD IN
<br />BOOK 27 OF PARCEL MAPS, AT PAGE 22,
<br />S.J.C.R. AND LYING IN A PORTION OF THE
<br />SOUTH HALF OF SECTION 71,
<br />TOWNSHIP 2 SOUTH, RANGE 6 EAST,
<br />MOUNT DIABLO MERIDIAN.
<br />CITY OF MANTECA, SAN JOAQUIN COUNTY,
<br />CALIFORNIA
<br />JANUARY, 2022
<br />bRTH
<br />ST
<br />AR ENGINEERING GROUP, INC:
<br />620 12th Street, Modesto, CA 95354
<br />(209) 524-3525
<br />�, 31.00' 46.00' 4600' 89.62'
<br />S89'46 40 W 75,00'1 1 CN �� I --N89'46 40 "£ 212.82' � ' � � I N 1 589.46'40 "W 75.27' MONUMENT LEGEND:
<br />1fi7 w o I ; `l TIBERIUS STREET "� o 185 0 � SET 3/4 x 30" IRON PIPE, TAGGED LS 9099, U_O.N.
<br />3, 450 SF a 23 ° - N89'4640 304.00' - - �_+ 0 23 `6 1 3, 464 SF SET 3f4" x 30" IRON PIPE, TAGGED LS 9099
<br />sr, ;� IN MONUMENT WELL, U.O.N.
<br />N89'46'40 "E 218.00' FOUND 3/4" IRON PIPE, TAGGED LS 9099 (J) U.O.N.
<br />Ugh
<br />S89'46'40 "W 75.00
<br />-
<br />�1
<br />7fi8
<br />I Q
<br />23'
<br />-
<br />3,450 SF
<br />1 a
<br />,
<br />23'
<br />f
<br />r
<br />75,66(M)N(J)
<br />RW
<br />N
<br />S89'46'47W 75.00
<br />44.51'
<br />a
<br />v� 1 � 3, 468 SF
<br />oQo
<br />�
<br />10 P. U. F.
<br />IN MONUMENT WELL (I), U.O.N.
<br />44.51'
<br />3, 487 SF
<br />I #
<br />`0
<br />194
<br />0
<br />S64'44'5_s'ELh') C6
<br />795 2
<br />N
<br />196
<br />S89'46'4
<br />X23'
<br />I
<br />17,08'
<br />74.73' C7
<br />�'
<br />z
<br />4, 077
<br />J
<br />0
<br />3,675
<br />0
<br />170
<br />UNIT NO. I", 43--M&P-158, S.J.C.R.
<br />a
<br />3,6 75
<br />3,44 7 SF ��
<br />N73_46'12"YY�R)
<br />4,077
<br />4
<br />'
<br />�1
<br />N89'46'40'E
<br />W
<br />23'
<br />Sr-`"
<br />65.93' 1
<br />SF
<br />I
<br />Ugh
<br />35.50'
<br />- - -
<br />-
<br />�1
<br />49.00'
<br />_ - - -
<br />�1
<br />49, 00'
<br />- - -
<br />-
<br />�`, _
<br />49.00'
<br />- - -
<br />�`, 35.50' �
<br />23'
<br />f
<br />r
<br />75,66(M)N(J)
<br />L6
<br />FOUND 3/4" IRON PIPE, TAGGED LS 9099
<br />44.51'
<br />N
<br />v� 1 � 3, 468 SF
<br />oQo
<br />�
<br />10 P. U. F.
<br />IN MONUMENT WELL (I), U.O.N.
<br />44.51'
<br />\
<br />I
<br />194
<br />0
<br />,
<br />795 2
<br />,
<br />196
<br />R
<br />-
<br />197 2
<br />17,08'
<br />198
<br />rn
<br />-
<br />g
<br />4, 077
<br />o
<br />0
<br />3,675
<br />0
<br />3, 675
<br />UNIT NO. I", 43--M&P-158, S.J.C.R.
<br />a
<br />3,6 75
<br />0
<br />4,077
<br />I a
<br />�1
<br />SF
<br />W
<br />589'46 40
<br />Sr-`"
<br />(D)
<br />SF
<br />60.00'
<br />"'
<br />SF
<br />"'
<br />SF
<br />I
<br />I
<br />_ L
<br />10'27'08"
<br />C23
<br />11
<br />N89.46'40 "E
<br />- - - - - (F)
<br />RECORD OF SURVEY BOOK 7, PAGE 260, S.J.G.R.
<br />I
<br />258.00'
<br />C171
<br />(G)
<br />"GERRI UNIT N0, 2", 43-M&P-159, S.J.C.R.
<br />'174,
<br />23'
<br />55.50'
<br />110'54'15"
<br />r�k
<br />49.00'
<br />WIDD0WS PLA T, FF S. J. C. S. R.
<br />49.00'
<br />56 00'
<br />�1:
<br />49.00'
<br />(I)
<br />55.50'
<br />35.00'
<br />o �
<br />203
<br />56.00'
<br />O
<br />0
<br />202,
<br />O
<br />0
<br />201
<br />10.95'
<br />O
<br />200
<br />O
<br />199
<br />I
<br />'L1
<br />4,077
<br />nz
<br />C25
<br />3,675az
<br />50.00'
<br />3,675q
<br />,
<br />252'4734"
<br />3,675
<br />220.60'
<br />4,077
<br />17'28'30"
<br />I
<br />SF
<br />^
<br />5732 32"
<br />SF ^
<br />50.2 1 '
<br />SF
<br />53'0748"
<br />50.00'
<br />SF
<br />030
<br />SF
<br />1
<br />I
<br />71.42'
<br />C3+'
<br />4248J2"
<br />50.00'
<br />10' P.U.E.
<br />032
<br />27'07',39"
<br />50.00'
<br />23,67'
<br />C33
<br />124'1 I ' 13"
<br />20.00'
<br />/
<br />C34
<br />35.50'
<br />20.00'
<br />;'
<br />49.00'
<br />90'00'00"
<br />49.00'
<br />31.42'
<br />06
<br />49.00'
<br />;' 35.50'
<br />G�
<br />777 - N8946 40'E 218.00'3,6 67 SF LOST COAST STREET i 781 NOTES:
<br />oRim - o - - - - ° / 3, 716 SF �*
<br />_N �� -'� ;� N89'46'40 E 304.00' ;�, �;
<br />`�
<br />'4
<br />^ 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE' NOTED,
<br />56?a� �gg2 \\��o� Cl2 --- N89'46'40 "E 128.36' Gti�it �, 2. THIS MAP REFERS TO APPROVED TENTATIVE MAP TSM 14-75-01 AND
<br />a 5a - L7 i 41,86' 46.00' 40.50' L8 --� ` ��3b�, `�� - - - - - - APPROVED ADDENOUMS THEREOF
<br />�i % , C,1 i i - - - e, 10' P, U.E. c� 016 i C19 \u _ 3� gyp/ $��5, 3. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR
<br />4 - X13 C14 o c, 017` - _ `'� VOLUME PRECEDES PAGE.
<br />772 1 o �Q '$Q 4. ALL DISTANCES SHOWN ALONG A LOT LINE THAT CONTAINS A WITNESS
<br />6,170 �,ti� `� 1 77.¢ ` N 175 178 177 di �`�, o �"= CORNER ARE FROM LOT CORNER TO LOT CORNER.
<br />�i 73 �, . rn T q di '� 178 �i 179 `" 6,217 _ 5. ALL LOT CORNERS: SET 3 4" X 30' IRON PIPE, TAGGED LS 9099 U.O.N.
<br />a SF �tii ^� of �' 3 528 p[ • �. 3, 487 3, 450 �,, 3, 487 �, C �:
<br />a i. 3,426 -----
<br />ry 3, 667 "� o "� SF SF �� o o '?� 3, 667 SF
<br />Lr) ��`ti SF SF z SF o �, SF o� SF 6. WITNESS CORNERS: FRONT LOT CORNERS, SAW CUT + IN CONCRETE
<br />ry�f AT 1.00 -FOOT DISTANCE FROM LOT CORNER ON LOT LINE PROJECTION.
<br />\1 59.09 72.06' 50.02' 46.50' 46.00' 46.50' 48.66' 72.07' 59.95' 7. SEE SHEET 3 FOR LEGEND.
<br />- �- N8946'40'e 500.85'(M)(J)
<br />0 50 100 5j r
<br />17
<br />SCALE: l'- 50'
<br />k: \,i19--2340traii:;`\dwgl,-ncipping\%subdivisionlunit 3- lennor119-2340 unit 3 sht 4
<br />4/20/2022 8,06 AM
<br />L----------
<br />4
<br />----_.._mm._._.__4
<br />I
<br />- _.. - - - - - - - - I
<br />I I
<br />LINE TABLE
<br />S89'4007W 75.36'
<br />LINE
<br />e
<br />LENGTH
<br />L 1
<br />o
<br />_ I
<br />L2
<br />FOUND 3/4" IRON PIPE, TAGGED LS 9099 (1), U.O.N.
<br />23'
<br />i i:�t �12
<br />21 ,-,j 184 0
<br />75,66(M)N(J)
<br />L6
<br />FOUND 3/4" IRON PIPE, TAGGED LS 9099
<br />44.51'
<br />N
<br />v� 1 � 3, 468 SF
<br />oQo
<br />�
<br />_©_
<br />IN MONUMENT WELL (I), U.O.N.
<br />44.51'
<br />L9
<br />S1040'27E
<br />44.51'
<br />10
<br />N89 46'40"E
<br />a
<br />1L
<br />L11
<br />S89.46'40'w 75.44'
<br />17.08'
<br />REFERENCES:
<br />a
<br />17,08'
<br />, 183 �,
<br />3, 509
<br />rn
<br />-
<br />- - - - _ (A)
<br />RECORD OF SURVEY 800K 37, PAGE 150, S. J. G.R.
<br />"CERRI
<br />o
<br />3732'50"
<br />SF a
<br />I
<br />!�
<br />(8)
<br />UNIT NO. I", 43--M&P-158, S.J.C.R.
<br />a
<br />J5,00'
<br />C24
<br />"N
<br />3732'50 "
<br />(C)
<br />RECORD OF SURVEY, BOOK 9, PAGE 88, S.J.C.R.
<br />A,
<br />W
<br />589'46 40
<br />10.95'
<br />(D)
<br />RECORD OF SURVEY, BOOK 33, PAGE 133, S.J.C.R.
<br />60.00'
<br />I:t�'r8'16'9�'�R�
<br />75.25'4(E
<br />58484
<br />42554"
<br />l
<br />PARCEL MAP, BOOK 10, PAGE 7, &J.C.R.
<br />•d
<br />10'27'08"
<br />C23
<br />11
<br />-
<br />- - - - - (F)
<br />RECORD OF SURVEY BOOK 7, PAGE 260, S.J.G.R.
<br />I
<br />W � 3 4 82 f �
<br />C171
<br />(G)
<br />"GERRI UNIT N0, 2", 43-M&P-159, S.J.C.R.
<br />'174,
<br />23'
<br />I
<br />110'54'15"
<br />56.00'
<br />(H)
<br />WIDD0WS PLA T, FF S. J. C. S. R.
<br />3%32 50"
<br />56 00'
<br />S89'46'SF
<br />C20
<br />(I)
<br />"THE TRAILS OF MANTECA, UNIT NO_ I" qq-M&P-33 , S_ J. C. R.
<br />35.00'
<br />C21,
<br />' 66.54'
<br />`i
<br />56.00'
<br />(J)
<br />PARCEL MAP BOOK 27 PAGE 22 S.J.C.R.
<br />777 - N8946 40'E 218.00'3,6 67 SF LOST COAST STREET i 781 NOTES:
<br />oRim - o - - - - ° / 3, 716 SF �*
<br />_N �� -'� ;� N89'46'40 E 304.00' ;�, �;
<br />`�
<br />'4
<br />^ 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE' NOTED,
<br />56?a� �gg2 \\��o� Cl2 --- N89'46'40 "E 128.36' Gti�it �, 2. THIS MAP REFERS TO APPROVED TENTATIVE MAP TSM 14-75-01 AND
<br />a 5a - L7 i 41,86' 46.00' 40.50' L8 --� ` ��3b�, `�� - - - - - - APPROVED ADDENOUMS THEREOF
<br />�i % , C,1 i i - - - e, 10' P, U.E. c� 016 i C19 \u _ 3� gyp/ $��5, 3. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR
<br />4 - X13 C14 o c, 017` - _ `'� VOLUME PRECEDES PAGE.
<br />772 1 o �Q '$Q 4. ALL DISTANCES SHOWN ALONG A LOT LINE THAT CONTAINS A WITNESS
<br />6,170 �,ti� `� 1 77.¢ ` N 175 178 177 di �`�, o �"= CORNER ARE FROM LOT CORNER TO LOT CORNER.
<br />�i 73 �, . rn T q di '� 178 �i 179 `" 6,217 _ 5. ALL LOT CORNERS: SET 3 4" X 30' IRON PIPE, TAGGED LS 9099 U.O.N.
<br />a SF �tii ^� of �' 3 528 p[ • �. 3, 487 3, 450 �,, 3, 487 �, C �:
<br />a i. 3,426 -----
<br />ry 3, 667 "� o "� SF SF �� o o '?� 3, 667 SF
<br />Lr) ��`ti SF SF z SF o �, SF o� SF 6. WITNESS CORNERS: FRONT LOT CORNERS, SAW CUT + IN CONCRETE
<br />ry�f AT 1.00 -FOOT DISTANCE FROM LOT CORNER ON LOT LINE PROJECTION.
<br />\1 59.09 72.06' 50.02' 46.50' 46.00' 46.50' 48.66' 72.07' 59.95' 7. SEE SHEET 3 FOR LEGEND.
<br />- �- N8946'40'e 500.85'(M)(J)
<br />0 50 100 5j r
<br />17
<br />SCALE: l'- 50'
<br />k: \,i19--2340traii:;`\dwgl,-ncipping\%subdivisionlunit 3- lennor119-2340 unit 3 sht 4
<br />4/20/2022 8,06 AM
<br />L----------
<br />4
<br />----_.._mm._._.__4
<br />I
<br />- _.. - - - - - - - - I
<br />I I
<br />SHEET 4 OF 4
<br />0 -mac
<br />LINE TABLE
<br />TABLE
<br />LINE
<br />BEARING
<br />LENGTH
<br />L 1
<br />N8940'26"E
<br />54, 96 M J
<br />L2
<br />N89'35'00"E
<br />46.00' M 1 J
<br />L5
<br />N00'13',20 "W
<br />75,66(M)N(J)
<br />L6
<br />N10'1348 E
<br />44.51'
<br />L7
<br />S79*19'33"W
<br />44.51'
<br />L8
<br />N79 46'12"W
<br />44.51'
<br />L9
<br />S1040'27E
<br />44.51'
<br />10
<br />N89 46'40"E
<br />25.00'
<br />1L
<br />L11
<br />S2674'20'W
<br />17.08'
<br />11.2
<br />526 5328"E
<br />17,08'
<br />SHEET 4 OF 4
<br />0 -mac
<br />CURVE
<br />TABLE
<br />CURVE
<br />DELTA
<br />RADIUS
<br />LENGTH
<br />Cl
<br />90 06'14"
<br />20.00'
<br />31.45 M 1 (J
<br />C2
<br />195000"
<br />350.00'
<br />121,16'(M)(1)
<br />C3
<br />10'57 34 "
<br />350.00'
<br />66.95' M !
<br />C4
<br />8,5226'
<br />350.00'
<br />54.21 ' M 1
<br />C5
<br />10'27'08"
<br />60.00'
<br />10.95'
<br />C6
<br />57825"
<br />60.00'
<br />5.73'
<br />C7
<br />458'43"
<br />60.00'
<br />5.22'
<br />C6
<br />110'54'15
<br />56.00'
<br />108.40'
<br />C9
<br />3732'50"
<br />56.00'
<br />36,70'
<br />CIO
<br />35'4835"
<br />56.00'
<br />J5,00'
<br />C 11
<br />3732'50 "
<br />56.00'
<br />36.70'
<br />C12
<br />10'27'07"
<br />60.00'
<br />10.95'
<br />013
<br />6'01'13"
<br />60.00'
<br />6.31
<br />C14
<br />42554"
<br />60.00'
<br />4.64'
<br />C15
<br />10'27'08"
<br />60.00'
<br />10.95'
<br />C 16
<br />544'20"
<br />60.00'
<br />6.01'
<br />C171
<br />44248"
<br />60.00'
<br />4.94'
<br />C16
<br />110'54'15"
<br />56.00'
<br />108.40'
<br />C19 .
<br />3%32 50"
<br />56 00'
<br />36.70'
<br />C20
<br />35'4$ 35"
<br />56.00'
<br />35.00'
<br />C21,
<br />J7.32'50"
<br />56.00'
<br />36.70'
<br />C22
<br />10'27 07"
<br />60.00'
<br />10.95'
<br />C23
<br />4'58 43"
<br />60.00'
<br />5.22'
<br />C24
<br />5'28 24 "
<br />60.00'
<br />5.73'
<br />C25
<br />11*2842"
<br />50.00'
<br />10.02'
<br />C26
<br />252'4734"
<br />50.00'
<br />220.60'
<br />C27
<br />17'28'30"
<br />50.00'
<br />15.25'
<br />C28
<br />5732 32"
<br />50.00'
<br />50.2 1 '
<br />C29
<br />53'0748"
<br />50.00'
<br />46,36'
<br />030
<br />31'50'12"
<br />50.00'
<br />71.42'
<br />C3+'
<br />4248J2"
<br />50.00'
<br />37.36'
<br />032
<br />27'07',39"
<br />50.00'
<br />23,67'
<br />C33
<br />124'1 I ' 13"
<br />20.00'
<br />43, 35'
<br />C34
<br />90'00'00"
<br />20.00'
<br />31.42'
<br />035
<br />90'00'00"
<br />20.00'
<br />31.42'
<br />06
<br />90'00'00 "
<br />20.00'
<br />31.42'
<br />037
<br />90'00'00"
<br />20.00'
<br />31.42'
<br />038
<br />90'00'00"
<br />20.00'
<br />31.42'
<br />SHEET 4 OF 4
<br />0 -mac
<br />
|