|
a 18 13J -90 J1 92 93 J%
<br />TRACT 1\10, :385
<br />(4I 2 (MAP 8 3)
<br />RAMSEY DRIVE M
<br />1295.43'(T)
<br />N8610'00"E 747.43'(M -M)
<br />o� -
<br />Cl
<br />31
<br />of
<br />of
<br />�I
<br />N86'10'00"E 1097.52'(T) z
<br />56.00' 163.57'
<br />- - - - - - - - - - - m N86'10'00"E 129.00'
<br />1 0 1 50.00' 37.00'
<br />N86'10'00"E o
<br />1 22.00'
<br />40
<br />Cl
<br />2,072 SFt
<br />0
<br />ri
<br />I
<br />I
<br />3
<br />N8610'00"E 56.00'
<br />o
<br />0
<br />SEE DETAIL A
<br />I
<br />142
<br />I Z
<br />0
<br />2,072 SFt
<br />In
<br />I
<br />I
<br />I
<br />PARCEL G
<br />2,505 Sft
<br />U-) I
<br />0
<br />56.00'
<br />(PUE EVAE PSSE
<br />N
<br />L
<br />3
<br />0 2,541 SFt
<br />a4
<br />0�
<br />Lo
<br />" >
<br />50.00'
<br />II
<br />II
<br />cqD
<br />3
<br />0
<br />139
<br />w�
<br />'
<br />138
<br />137
<br />'
<br />3,295 SFt
<br />' M
<br />327.29(-I )
<br />Z
<br />Z I
<br />I
<br />I
<br />3
<br />N
<br />cli
<br />3
<br />�
<br />3
<br />�S76'06'55"W(R)
<br />3
<br />(PUE, PSSE,
<br />3' PUE
<br />ro
<br />W
<br />2,779 SFt
<br />---42.00'-�--
<br />o
<br />2,072 SFt
<br />I
<br />2,352 SFt
<br />oo
<br />C.
<br />PSDE, PWE)
<br />w
<br />W
<br />I
<br />0
<br />o
<br />o
<br />0
<br />1.75'
<br />N86'1o'00"E 56.00' 1
<br />ay. w
<br />�- 3' PUE
<br />3 131
<br />z
<br />0
<br />z
<br />0 2,072 SFt
<br />z
<br />L5
<br />�
<br />3
<br />w
<br />b
<br />Z
<br />I
<br />I
<br />M
<br />I N
<br />H
<br />SEE DETAIL C
<br />o
<br />1
<br />141
<br />Q
<br />w 3
<br />L °
<br />l
<br />`----40.00'----
<br />----37.00"--�
<br />N8690'00"E 112.94'
<br />15.51'
<br />---42.00'_-
<br />-
<br />L7
<br />2,072 SFt
<br />0
<br />ri
<br />I
<br />I
<br />3
<br />N8610'00"E 56.00'
<br />o
<br />0
<br />SEE DETAIL A
<br />I
<br />142
<br />I Z
<br />0
<br />2,072 SFt
<br />In
<br />I
<br />I
<br />I
<br />CD
<br />N8610'00"E 56.00'
<br />I
<br />I
<br />0
<br />143
<br />1
<br />If 3' PUE
<br />N8610'00"E 42.00'
<br />N
<br />0
<br />C)
<br />2,352 SFt
<br />I
<br />Z
<br />-----
<br />-----------1_�
<br />U-) I
<br />0
<br />56.00'
<br />(PUE EVAE PSSE
<br />Z:)o N8610'00"E 120.75'
<br />-32.00'- - -
<br />RADIUS
<br />i
<br />37.00'
<br />PARCEL JJ3
<br />If 3' PUE
<br />N8610'00"E 42.00'
<br />OATES PLACE
<br />2 PSDE
<br />0
<br />0
<br />Jas
<br />6,920 5Ft
<br />1
<br />0
<br />(PRIVATE STREET)
<br />(PUE EVAE PSSE
<br />N
<br />CD
<br />72'
<br />L11
<br />[3-
<br />N86'10'00"E 134.72'(T)1 R_g00p L1
<br />PARCEL X (PUE, EVAE, PSSE, N21'16'43"E(R) 4,, L
<br />6,760 SFt PSDE, PWE, PRE, PAE) 9Dpo
<br />N86'10'00"E 133.86'(M -PL) ° 4,pp
<br />CALDER DRIVE ,9600 o p\�s
<br />N86`10'00"E 133.00'(T) (PRIVATE STREET) ° <\\so.
<br />-- --- r'l
<br />1
<br />124 125 126 1
<br />I °
<br />N86'10'00"E 134.75' PSDE, PWE, PRE, PAE) z L9
<br />----37.00'--- --37.00'---- - --43.07'--
<br />0
<br />134
<br />0
<br />C, 2,257 SFt
<br />;o
<br />z
<br />42.00'
<br />10
<br />-32.00'- - -
<br />RADIUS
<br />i
<br />37.00'
<br />27.96'
<br />If 3' PUE
<br />N8610'00"E 42.00'
<br />(~ w
<br />2 PSDE
<br />50.00'
<br />8'11
<br />Jas
<br />a w
<br />w
<br />1
<br />II 133
<br />W
<br />0
<br />10.00'
<br />90'00'00"
<br />3
<br />0 2,541 SFt
<br />a4
<br />0�
<br />�v
<br />" >
<br />50.00'
<br />II
<br />II
<br />Q' -
<br />�132
<br />z
<br />(4)
<br />w�
<br />\�
<br />II
<br />II
<br />I I
<br />72'
<br />L11
<br />[3-
<br />N86'10'00"E 134.72'(T)1 R_g00p L1
<br />PARCEL X (PUE, EVAE, PSSE, N21'16'43"E(R) 4,, L
<br />6,760 SFt PSDE, PWE, PRE, PAE) 9Dpo
<br />N86'10'00"E 133.86'(M -PL) ° 4,pp
<br />CALDER DRIVE ,9600 o p\�s
<br />N86`10'00"E 133.00'(T) (PRIVATE STREET) ° <\\so.
<br />-- --- r'l
<br />1
<br />124 125 126 1
<br />I °
<br />N86'10'00"E 134.75' PSDE, PWE, PRE, PAE) z L9
<br />----37.00'--- --37.00'---- - --43.07'--
<br />0
<br />134
<br />0
<br />C, 2,257 SFt
<br />;o
<br />z
<br />42.00'
<br />10
<br />•(4)
<br />RADIUS
<br />1
<br />37.00'
<br />27.96'
<br />80)
<br />N8610'00"E 42.00'
<br />(~ w
<br />�SEE T
<br />50.00'
<br />Jas
<br />C3
<br />1
<br />90'00'00"
<br />W w
<br />0
<br />10.00'
<br />90'00'00"
<br />V o
<br />C5
<br />10.00'
<br />90'00'00"
<br />�v
<br />o
<br />50.00'
<br />54'50'12"
<br />Q' -
<br />�132
<br />o
<br />(4)
<br />N8610'00"E
<br />\�
<br />CD
<br />c6 \ '
<br />C)
<br />2,352 SFt
<br />' M
<br />327.29(-I )
<br />Z
<br />Z I
<br />I
<br />I
<br />o
<br />N
<br />cli
<br />3
<br />�
<br />�S76'06'55"W(R)
<br />I
<br />41.68'
<br />M
<br />z
<br />W
<br />N86 10'00"E 37.00'
<br />---42.00'-�--
<br />JOB NO. 673-062 (D.D. SHEET NO. 51
<br />SEE SHEET 10
<br />• (3)
<br />�I
<br />3
<br />M
<br />0
<br />Z
<br />I
<br />(3) N8610'00"E 323.95'(M -M) (3)
<br />51.15' • -
<br />I
<br />N87'28'27"E 31.00'
<br />43-I81H
<br />TRACT N0. 4047
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />LANGSTON II
<br />BEING ALL OF PARCEL Q OF TRACT NO. 3848
<br />FILED IN BOOK 42 OF MAPS AND PLATS, AT PAGE 77,
<br />BEING A PORTION OF SECTION 16
<br />TOWNSHIP 2 SOUTH, RANGE 4 EAST,
<br />MOUNT DIABLO BASE AND MERIDIAN,
<br />N SAN JOAQUIN COUNTY, CALIFORNIA
<br />C SAN RAMON ; (925) 375-0322
<br />1877
<br />SACRAMENTO (916) 375-1877
<br />W W W.CBANDG.COM
<br />CIVIL ENGINEERS SURVEYORS PLANNERS
<br />SCALE: V= 20' JULY 2021
<br />20' 0' 10' 20' 40' 80'
<br />GRAPHIC SCALE
<br />3' PUE-
<br />I M
<br />5' PUE J
<br />5' PUE O
<br />Gr
<br />n
<br />C.
<br />3' PUE z
<br />DETAIL A
<br />NOT TO SCALE
<br />3.00' 3.00'
<br />w 7) � w
<br />:D a_ D_ �
<br />D_ D-
<br />ih
<br />DETAIL C
<br />NOT TO SCALE
<br />PPUCr I A
<br />•(4)
<br />RADIUS
<br />TRACT 1\10,
<br />3851
<br />(42 l\ &P
<br />80)
<br />91'18'27"
<br />30.28'
<br />�SEE T
<br />50.00'
<br />t I
<br />C3
<br />1
<br />90'00'00"
<br />31.42'
<br />0
<br />10.00'
<br />90'00'00"
<br />D_ I
<br />., 6' PUE--I
<br />o
<br />C5
<br />10.00'
<br />90'00'00"
<br />15.71'
<br />to
<br />3 135
<br />50.00'
<br />54'50'12"
<br />iD I
<br />3 136
<br />o
<br />(4)
<br />N8610'00"E
<br />0 2,257 SFt
<br />C)
<br />o 2,585 SFt I
<br />I
<br />' M
<br />327.29(-I )
<br />Z
<br />Z I
<br />I
<br />I
<br />N
<br />cli
<br />3
<br />�
<br />37.00'
<br />I
<br />41.68'
<br />M
<br />z
<br />W
<br />N86 10'00"E 37.00'
<br />N86'10'00"E 50.72'
<br />I
<br />I
<br />0
<br />o
<br />3 131
<br />130 1
<br />0
<br />0 2,072 SFt
<br />o
<br />2,805 SFt
<br />�
<br />3
<br />b
<br />Z
<br />C
<br />Z
<br />I
<br />M
<br />I N
<br />H
<br />SEE DETAIL C I
<br />I
<br />z
<br />----37.00'---�
<br />----49.45'---J
<br />N8690'00"E 112.94'
<br />15.51'
<br />A R C r L T1
<br />1
<br />PARCEL KK
<br />43-I81H
<br />TRACT N0. 4047
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />LANGSTON II
<br />BEING ALL OF PARCEL Q OF TRACT NO. 3848
<br />FILED IN BOOK 42 OF MAPS AND PLATS, AT PAGE 77,
<br />BEING A PORTION OF SECTION 16
<br />TOWNSHIP 2 SOUTH, RANGE 4 EAST,
<br />MOUNT DIABLO BASE AND MERIDIAN,
<br />N SAN JOAQUIN COUNTY, CALIFORNIA
<br />C SAN RAMON ; (925) 375-0322
<br />1877
<br />SACRAMENTO (916) 375-1877
<br />W W W.CBANDG.COM
<br />CIVIL ENGINEERS SURVEYORS PLANNERS
<br />SCALE: V= 20' JULY 2021
<br />20' 0' 10' 20' 40' 80'
<br />GRAPHIC SCALE
<br />3' PUE-
<br />I M
<br />5' PUE J
<br />5' PUE O
<br />Gr
<br />n
<br />C.
<br />3' PUE z
<br />DETAIL A
<br />NOT TO SCALE
<br />3.00' 3.00'
<br />w 7) � w
<br />:D a_ D_ �
<br />D_ D-
<br />ih
<br />DETAIL C
<br />NOT TO SCALE
<br />PPUCr I A
<br />•(4)
<br />RADIUS
<br />TRACT 1\10,
<br />3851
<br />(42 l\ &P
<br />80)
<br />NOTES:
<br />N86'10'00"E 134.75'
<br />Li Tw
<br />ZD
<br />D_ D -
<br />h LO n h
<br />3.001-3.00'
<br />DETAIL B
<br />NOT TO SCALE
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />Cl
<br />19.00'
<br />91'18'27"
<br />30.28'
<br />C2
<br />50.00'
<br />25'06'43"
<br />21.91'
<br />C3
<br />20.00'
<br />90'00'00"
<br />31.42'
<br />C4
<br />10.00'
<br />90'00'00"
<br />15.71'
<br />C5
<br />10.00'
<br />90'00'00"
<br />15.71'
<br />C6
<br />50.00'
<br />54'50'12"
<br />47.85'
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L1
<br />N86'10'00"E
<br />17.06'
<br />L2
<br />NO3'50'00"W
<br />18.00'
<br />L3
<br />N86'10'00"E
<br />17.00'
<br />L4
<br />NO3'50'00'W
<br />17.00'
<br />L5
<br />N86'10'00"E
<br />9.00'
<br />L6
<br />NO3'50'00"W
<br />18.00'
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L7
<br />N8610'00"E
<br />5.00'
<br />L8
<br />NO3'50'00"W
<br />15.00'
<br />L9
<br />N86'10'00"E
<br />14.32'
<br />L10
<br />NO3'50'00"W
<br />0.45'
<br />L11
<br />NO3'50'00"W
<br />1.00'
<br />1. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />2. SEE SHEET 3 FOR BASIS OF BEARINGS, REFERENCES AND LEGEND.
<br />3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG AT
<br />THE 1.0 FOOT OFFSET ON LOT LINE PROJECTIONS AND RADIALLY AT
<br />RETURNS UNLESS OTHERWISE NOTED, AND A 5/8" REBAR AND CAP SHALL
<br />BE SET AT ALL NON -FRONTAGE CORNERS AND ANGLE POINTS, AS
<br />REQUIRED BY THE MOUNTAIN HOUSE COMMUNITY SERVICES DISTRICT
<br />DEVELOPMENT STANDARDS.
<br />N'irIb1A
<br />SHEET 9 OF 17 1
<br />
|