|
0
<br />cI i
<br />Li I FD. 3/4" IRON PIN FD. 3/4" IRON PIN R. 14- 67 FD. 2" IRON PIPE
<br />TAGGED R.C.E. 14279 PER R.S. 14-6
<br />� 5'125' �� I �1 PER (F) �� Fi0JOLI E�TAT.�; Jill. ,3 P. 29-3 PER P.M. 4�---57
<br />0 N01'22'43"W 0.53'
<br />w FROM PROPERTY CORNER 25' 5'
<br />QN 89'52'37" W 25.00' I [N89' 58'30" W(F)] J BASIS I I F BEARINGS
<br />S.F.N. N89'52'37"W 642.07' [N89'S8'30"W 642.33'(G)] S89'59'56"W 642.09' (M)(A) [N89'S8'30"W 642.00'(G)]
<br />w
<br />200.22' X75.18 172.50' 94.17' 77.92' 213.22' _ 1oL11 118.18' 182.77'
<br />P.i�il. 1�1 1 000 2Q` PU,E,-� 20' DRAINAGE SEE
<br />SEE DET IL, THfS SHEET ui
<br />1 2
<br />LO co 4 3 4 --
<br />1-0 CE I o N PARCEL a o (c) C-) I^ z
<br />m r FD. 3 4" IRON PIN � 44000 S.F. 44000 S.F. o 44000 S.F. 44000 S.F. Q 9 '
<br />a
<br />PER II 'n o0 0 ,n _ 3n a 10' P.U.E. ;� 45000 S.F. 0
<br />T J °0 cn N 2 � flo 0 Q` S• S, � � � � � �C �
<br />Lo 5
<br />RINAURO 00 ^7� 0o N 111.. 11 r m
<br />Q 0. R. - o ;�/ o (V / o� s 55° I9'.2rE (R) o 20' P.U.E. M a
<br />COURT N E. �jL2 �C�?'3� o �/� �" � 1CH�T TO T aCT �' �NBp• u n 4441 7 S.F,� `V / o w m
<br />> N } 19 1 �"'E(R � - -- - _ - --- -- (� S4�C, (' - rnit" OLD LOT LINE(C) /� w W
<br />;� �, _ c2 �' OF THE CAReONA 1 RR 1 CATFD FAR 115 `�' v � /��s°�0'ss' w (�) � � �$� ts, � tl.
<br />w N S 89'41 0 E C18 C3 83 80' 17
<br />»
<br />Q
<br />FD. 3/4"
<br />PER (H)
<br />cD ^
<br />Q c
<br />0 --
<br />Q N
<br />Go
<br />wU
<br />w w
<br />< rr -
<br />0700
<br />/moo
<br />f r O u �
<br />BATES
<br />COURT
<br />172.09 - 109.41'< C NSI 1- E
<br />&_7 7 537.80
<br />C19 O - - - - c\) - p C23 �N6�.k1�6� Q v is
<br />N 5 z9° 1'34"w (R CTs 579.35' S 89'41'07E 579.35' �n O /'
<br />o , 1 o N C22 �2°r �? CD 0 z
<br />m
<br />co 14 63.13' 152.08' E R � 152.46' Vl52.85 58.83' j C 7 '' o
<br />B WAY
<br />4 CI G� 00
<br />I
<br />N 44276 S.F. /
<br />13
<br />10' P.U.E.
<br />w,
<br />LoN
<br />/co
<br />28.28'
<br />PER (H)
<br />cn
<br />\
<br />0o
<br />_
<br />T+n
<br />N
<br />Q
<br />-
<br />L 4
<br />b�r
<br />34'08'29" E
<br />o-
<br />0
<br />L 5
<br />N
<br />00
<br />BATES ROAD
<br />��v
<br />'
<br />S
<br />45000
<br />S.F.
<br />c,
<br />�
<br />!F!6)IIPE
<br />195.27'
<br />45.00'
<br />23.73'
<br />z cr
<br />c.
<br />CL_
<br />CL.
<br />L 9
<br />S
<br />89'41'07"E
<br />50.00'
<br />L 10
<br />S 89'57'46" E 219.00'
<br />12 w�11�
<br />25.00'
<br />FD. 3/4"
<br />I 0
<br />89'59'56" E
<br />[S89-58'30" E(G) ]
<br />9�%
<br />;� o
<br />PER (G)
<br />27.96'
<br />�\
<br />PARCEL ",�"
<br />w
<br />,s o
<br />'"
<br />N14'4249
<br />22'51'34"
<br />225,00
<br />oo
<br />89.17
<br />N
<br />FROM PROP
<br />F
<br />I
<br />O.R. 11-79-366
<br />n 0
<br />54.60
<br />Fn�FD.
<br />0.71'
<br />Y CORNER
<br />LL'
<br />00
<br />0
<br />1_- �J_
<br />cn 135.61 ' 152.09'
<br />315' (G)
<br />FD. 3/4" IRON PIPE
<br />10' P.U.E.
<br />z
<br />0
<br />��
<br />28.28'
<br />PER (H)
<br />cn
<br />\
<br />Lf
<br />L 3
<br />o
<br />N
<br />Q
<br />U
<br />L 4
<br />0
<br />34'08'29" E
<br />28.75'
<br />L 5
<br />N
<br />C12
<br />BATES ROAD
<br />L 6
<br />S
<br />SITE
<br />28.28'
<br />L 7
<br />N
<br />00' 18'53" E
<br />45.00'
<br />L 8
<br />l
<br />CL_
<br />CL.
<br />L 9
<br />S
<br />89'41'07"E
<br />50.00'
<br />L 10
<br />cc
<br />12 w�11�
<br />25.00'
<br />L 11
<br />N
<br />89'59'56" E
<br />25.00'
<br />9�%
<br />S
<br />8
<br />27.96'
<br />�\
<br />7
<br />00' 1j7-'4 3 W
<br />27.96'
<br />C7
<br />22'51'34"
<br />225,00
<br />oo
<br />89.17
<br />45.49
<br />�/ '�
<br />23' 14'52" W
<br />C8
<br />w
<br />275.00
<br />54.60
<br />Fn�FD.
<br />27.39
<br />`o
<br />45000 S.F.
<br />`n
<br />00
<br />45000 S.F. o
<br />45000 S.F.
<br />ao
<br />o
<br />'n
<br />45000 S.F.
<br />(n
<br />N
<br />45000 S.F.
<br />,
<br />00
<br />2\
<br />45000
<br />S.F. �
<br />225.00
<br />3/4" IRON PIPE
<br />w PER (B)
<br />52.46
<br />N
<br />o
<br />N
<br />o
<br />0
<br />cv
<br />275.00
<br />--v
<br />38.09
<br />19.09
<br />°'
<br />67'38'49" E
<br />`-
<br />w °° �`'
<br />N PIN o
<br />z
<br />173.14
<br />z
<br />89.55
<br />z
<br />89'39' 19" E
<br />a
<br />z
<br />c
<br />275.00
<br />0
<br />ro
<br />o
<br />o
<br />:� b 0
<br />0.71'
<br />Y CORNER
<br />LL'
<br />00
<br />0
<br />1_- �J_
<br />cn 135.61 ' 152.09'
<br />315' (G)
<br />FD. 3/4" IRON PIPE
<br />o R•�G• 23-82
<br />z
<br />0
<br />oN
<br />28.28'
<br />PER (H)
<br />cn
<br />89'41'07" E
<br />30.00'
<br />L 3
<br />2 5' 5'
<br />N
<br />Q
<br />U
<br />L 4
<br />0
<br />34'08'29" E
<br />28.75'
<br />L 5
<br />N
<br />89'41'07"W
<br />BATES ROAD
<br />L 6
<br />S
<br />SITE
<br />28.28'
<br />L 7
<br />N
<br />00' 18'53" E
<br />45.00'
<br />L 8
<br />l
<br />CL_
<br />CL.
<br />L 9
<br />Ln
<br />S.F.N. - -
<br />N
<br />FD. P.K. NAIL PER P.M. 4-57
<br />ti
<br />VALPICO
<br />ROAD
<br />o
<br />x
<br />_
<br />�
<br />z
<br />28.28'
<br />a
<br />U O
<br />cn
<br />89'41'07" E
<br />30.00'
<br />L 3
<br />U0_
<br />Q
<br />N
<br />Q
<br />U
<br />L 4
<br />0
<br />34'08'29" E
<br />28.75'
<br />L 5
<br />N
<br />89'41'07"W
<br />BATES ROAD
<br />L 6
<br />S
<br />SITE
<br />28.28'
<br />VICINITY MAP
<br />NOT TO SCALE
<br />150656
<br />N 8g.42,04,
<br />FD. 3/4"
<br />IRON PIPES
<br />PER (A)
<br />w
<br />Ln
<br />0
<br />L10 0
<br />R)
<br />N Z r� 0
<br />d u �
<br />R.
<br />rr- 0 O
<br />152.47' 152.85' ` /15 170.28' S.F.N. z
<br />146.39' -4
<br />'-'
<br />400' (G) • P.J\A- .4-5
<br />S 89'57'46" E I 1065.25' (M)
<br />FD. BENT
<br />3/4" IRON PIN PER (G)
<br />S 13' 08' 53" E 0. 2'
<br />FROM PROPERTY COINER
<br />29
<br />N 89'57'46" JW 1284.44' (M)(A)
<br />i
<br />w
<br />Ll 1 0'
<br />0
<br />.VA
<br />DETAIL
<br />SCALE: I"=40"
<br />BATES ROAD
<br />LINE
<br />DELTA
<br />BEARING
<br />DISTANCE
<br />Ll
<br />S
<br />44'41'07"E
<br />28.28'
<br />L2
<br />S
<br />89'41'07" E
<br />30.00'
<br />L 3
<br />N
<br />49'42'07" E
<br />26.04'
<br />L 4
<br />S
<br />34'08'29" E
<br />28.75'
<br />L 5
<br />N
<br />89'41'07"W
<br />30.00'
<br />L 6
<br />S
<br />45' 18'53" W
<br />28.28'
<br />L 7
<br />N
<br />00' 18'53" E
<br />45.00'
<br />L 8
<br />N
<br />00' 18'53" E
<br />45.00'
<br />L 9
<br />S
<br />89'41'07"E
<br />50.00'
<br />L 10
<br />N
<br />89'59'56" E
<br />25.00'
<br />L 11
<br />N
<br />89'59'56" E
<br />25.00'
<br />L 12
<br />S
<br />00'17'43"W
<br />27.96'
<br />L 13
<br />S
<br />00' 1j7-'4 3 W
<br />27.96'
<br />[S 89.58'30" E (G)]
<br />P.M. .12-148
<br />PARCEL „9'
<br />FD. 3/4" IRON PIPE PER (E)
<br />S 76' 48 56„ W 0.43'
<br />FROM PROPERTY CORNER
<br />[S 89'58'30" E 1284.33'(G)]
<br />M
<br />PARCEL "A"
<br />TRACT NO. 2,381
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br />TRAI NA ESTATES
<br />ALL OF LOT 27 AND A PORTION OF LOTS 26 AND 28
<br />"BRICHETTO TRACT OF THE CARBONA IRRIGATED FARMS",
<br />SECTION 3, TOWNSHIP 3 SOUTH, RANGE 5 EAST,
<br />MOUNT DIABLO BASE & MERIDIAN,
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />R. W. SIEGFRIED & ASSOCIATES CIVIL ENGINEERS
<br />STOCKTON, CALIFORNIA JUNE, 1992
<br />SHEET 2 OF TWO SHEETS
<br />BASIS OF BEARINGS:
<br />THE MOST SOUTHERLY LINE OF "BOJOLI ESTATES' AS SHOWN ON THE MAP
<br />FILED IN VOLUME 29 OF MAPS AND PILATS, AT PAGE 3, S.J.C.R.,
<br />WHICH BEARS SOUTH 89' 59' 56" WEST.
<br />MONUMENTS SET:
<br />REBAR 3/4" IN DIAMETER, 30" LONG WITH CAP ATTACHED AND STAMPED
<br />"L.S. 3108" SHOWN THUS: 0 UNLESS OTHERWISE
<br />NOTED.
<br />REBAR 3/4" IN DIAMETER, 30" LONG WITH CAP ATTACHED AND STAMPED
<br />"L.S. 3108" IN MONUMENT BOX SHOWNI THUS: -
<br />UNLESS OTHERWISE NOTED.
<br />NOTES:
<br />I. THIS SUBDIVISION CONTAINS 16,187 ACRES.
<br />2_ THIS MAP REFERS TO MAJOR SUBDIVISION APPLICATIO^f
<br />NO. SU -91-10,
<br />3. ALL DISTANCES ARE MEASURED, UNLESS OTHERWISE NOTED.
<br />4" IRON PIN
<br />- FD.3�G)
<br />DELTA
<br />PER
<br />ARC
<br />N 61.31' 33" W 0.21'
<br />LEGEND.
<br />FROM PROPERTY CORNER
<br />CHORD BRG
<br />Cl
<br />S.J.C. R.
<br />275.00
<br />R.S.
<br />137.22
<br />P.M.
<br />N
<br />M. & P.
<br />C2
<br />I. N.
<br />225.00
<br />0. R.
<br />19.37
<br />FD.
<br />S
<br />S.F.N.
<br />C3
<br />P.U.E.
<br />CURVE
<br />DELTA
<br />RADIUS
<br />ARC
<br />CHORD
<br />TANGENT
<br />CHORD BRG
<br />Cl
<br />28'53'41"
<br />275.00
<br />138.68
<br />137.22
<br />70.85
<br />N
<br />75' 14'17" W
<br />C2
<br />4'56'01"
<br />225.00
<br />19.37
<br />19.37
<br />9.69
<br />S
<br />63'15'27 j, E
<br />C3
<br />23'57'40"
<br />225.00
<br />94.10
<br />93.41
<br />47.74
<br />S
<br />77'42'17"E
<br />C4
<br />25'35'19"
<br />275.00
<br />122.82
<br />121.80
<br />62.45
<br />S
<br />21'52'59"W
<br />C5
<br />34'22'43
<br />225.00
<br />135.00
<br />132.99
<br />69.60
<br />N
<br />17'29'17 E
<br />C6
<br />34'22'43"
<br />275.00
<br />165.01
<br />162.54
<br />85.07
<br />N
<br />17'29'17"E
<br />C7
<br />22'51'34"
<br />225,00
<br />89.77
<br />89.17
<br />45.49
<br />S
<br />23' 14'52" W
<br />C8
<br />11'22'36"
<br />275.00
<br />54.60
<br />54.51
<br />27.39
<br />N
<br />74'24'45"W
<br />C9
<br />34'12'42"
<br />225.00
<br />134.35
<br />132.36
<br />69.24
<br />S
<br />85'49'48"E
<br />C10
<br />13'23' 19"
<br />225.00
<br />52.58
<br />52.46
<br />26.41
<br />N
<br />70"22'11" E
<br />Cil
<br />756'35"
<br />275.00
<br />38.12
<br />38.09
<br />19.09
<br />N
<br />67'38'49" E
<br />C12
<br />36'04'24"
<br />275.00
<br />173.14
<br />170.29
<br />89.55
<br />N
<br />89'39' 19" E
<br />C13
<br />3'35'02"
<br />275.00
<br />17.20
<br />17.20
<br />8.60
<br />S
<br />70'30'58"E
<br />C14
<br />20'57'40"
<br />225.00
<br />82.31
<br />81.86
<br />41.62
<br />N
<br />79'12' 17" W
<br />C15
<br />20'30'22"
<br />275.00
<br />98.42
<br />97.90
<br />49.74
<br />S
<br />79'25'56"E
<br />C16
<br />8'23' 19"
<br />275.00
<br />40.26
<br />40.23
<br />20.17
<br />S
<br />64'59'06"
<br />C17
<br />28'53'41"
<br />225.00
<br />113.47
<br />112.27
<br />57.97
<br />N
<br />75'14'17"W
<br />C18
<br />28'53'41"
<br />250.00
<br />126.08
<br />124.74
<br />64.41
<br />N
<br />75'14'17"W
<br />C19
<br />28'53'41"
<br />250.00
<br />126.08
<br />124.74
<br />64.41
<br />S
<br />75'14' 17" E
<br />(R)
<br />(B)
<br />(C)
<br />(E)
<br />(G)
<br />(H)
<br />(M)
<br />"NAPOTS"
<br />SAN JOAQUIN COUNTY RECORDS
<br />RECORD OF SURVEY, BOOK( -PAGE, S.J.C.R.
<br />PARCEL MAP, BOOK -PAGE, S.J.C.R.
<br />MAPS AND PLATS, VOLUME --PAGE, S.J,C.R.
<br />INSTRUMENT NUMBER, S.J.C.R.
<br />OFFICIAL RECORDS, S.J.C.R.
<br />FOUND ON THIS SURVEY "
<br />SEARCHED, FOUND NOTHIN(G
<br />PUBLIC UTILITY EASEMENT
<br />MONUMENT FD. AS NOTED
<br />MONUMENT FD. IN MONUMENT BOX
<br />RESTRICTED ACCESS
<br />RADIAL BEARING
<br />RECORD DATA FROM M. & P. 29-3
<br />RECORD DATA FROM M. & P. 30-56
<br />RECORD DATA FROM M. & P. 10-113
<br />RECORD DATA FROM M. & P. 25-58
<br />RECORD DATA FROM -P.M. '12-148
<br />RECORD DATA FROM P.M.7-197
<br />RECORD DATA FROM R.S. 116-56
<br />RECORD DATA FROM R.S. 23-82
<br />MEASURED DISTANCE
<br />NOT A PART OF THIS SUBDIVISION
<br />SCALE: 1" = 100"
<br />CURVE
<br />DELTA
<br />RADIUS
<br />ARC
<br />CHORD
<br />TANGENT
<br />CHORD BRG
<br />C 20
<br />34'21'46"
<br />250.00
<br />149.94
<br />147.70
<br />77.30
<br />S
<br />17'29'46"W
<br />C 21
<br />34'22'43"
<br />250.00
<br />150.01
<br />147.77
<br />77.34
<br />N
<br />17'29'17"E
<br />C22
<br />47'36'01"
<br />250.00
<br />207.70
<br />201.77
<br />110-26
<br />N
<br />87'28'32" E
<br />C 23
<br />20'57'40"
<br />250.00
<br />91,46
<br />90.95
<br />46.25
<br />N
<br />79'12'17"W
<br />#7401
<br />
|