VOTR Q
<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 />3 SEE SHEET 7 W > SEE SHEET 8
<br />_6 168 167 '160 159
<br />-----J L-------------�
<br />Z
<br />----------
<br />U --T---- ---
<br />C3 N8610'00"E 49.43' o N8610'00"E 244.69'
<br />3.00' 3.00'
<br />w w
<br />w > > w
<br />N8610'00"E 84.43'(M -PL) 3
<br />0
<br />(PRIVATE STREET)
<br />D_ a
<br />o
<br />M
<br />L—�'—
<br />T_
<br />2,090 SFt o
<br />yn
<br />0
<br />z
<br />-- —J
<br />a a
<br />----37.00'----
<br />-20.00'-
<br />_
<br />3.00' 3.00'
<br />- - - -37.00'- - -
<br />DETAIL A
<br />DETAIL B
<br />a
<br />NOT TO SCALE
<br />NOT TO SCALE
<br />o W
<br />�
<br />cD
<br />tD
<br />VJ
<br />3
<br />U
<br />�
<br />l +
<br />W N Q
<br />tO t0
<br />UO SCJ
<br />3 115 3
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<br />Cl
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<br />o 2,090 SFt o
<br />6 yn
<br />VOTR Q
<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 />3 SEE SHEET 7 W > SEE SHEET 8
<br />_6 168 167 '160 159
<br />-----J L-------------�
<br />Z
<br />----------
<br />U --T---- ---
<br />C3 N8610'00"E 49.43' o N8610'00"E 244.69'
<br />F-+
<br />W
<br />W N86'10'00"E
<br />Cx/1 N86'10'00"E 37.00' 1 N86'10'00'E 37.00' 20.00'
<br />W
<br />W
<br />CA)
<br />N8610'00"E 315.14'(PL-PL)
<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 />SAN JOAQUIN COUNTY, CALIFORNIA
<br />Cbg SAN SACRAMENTO
<br />: (925)866-0322
<br />1877
<br />SACRAMENTO (916) 375-1877
<br />W W W.CBANDG.CCM
<br />CIVIL ENGINEERS SURVEYORS PLANNERS
<br />SCALE: I"= 20' JULY 2021
<br />20' 0' 10' 20' 40' 80'
<br />1 '152
<br />L------------
<br />�-
<br />��
<br />PARCEL W
<br />9,563 SFt
<br />(PUE, EVAE, PSSE,
<br />PSDE, PWE, PRE, PAE)
<br />N8610'00"E 316.00'(T)
<br />1_ ---37.00'----t ----37.00'--- L ---37.00'---- -�--37.00'---�
<br />SEE DETAIL B SEE DETAIL B ,
<br />a
<br />CALDER DRIVE
<br />N8610'00"E 84.43'(M -PL) 3
<br />0
<br />(PRIVATE STREET)
<br />Pr1\ RCr L \l �
<br />o
<br />M
<br />�
<br />N8610'00"E 197.43'(T) z
<br />2,090 SFt o
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<br />yn
<br />0
<br />z
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<br />----37.00'----
<br />-20.00'-
<br />--r 37.00'----
<br />- - - -37.00'- - -
<br />93
<br />SEE DETAIL B
<br />a
<br />L
<br />90
<br />a
<br />88
<br />cD
<br />tD
<br />VJ
<br />3
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<br />114
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<br />3 115 3
<br />116
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<br />yn
<br />2,090 SFt o
<br />c>
<br />0
<br />p�C� t v
<br />o 2,090 SFt o
<br />6 yn
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<br />0 2,090 SFt
<br />0 0
<br />z z
<br />2,090 SFt
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<br />W
<br />W N86'10'00"E
<br />Cx/1 N86'10'00"E 37.00' 1 N86'10'00'E 37.00' 20.00'
<br />W
<br />W
<br />CA)
<br />N8610'00"E 315.14'(PL-PL)
<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 />SAN JOAQUIN COUNTY, CALIFORNIA
<br />Cbg SAN SACRAMENTO
<br />: (925)866-0322
<br />1877
<br />SACRAMENTO (916) 375-1877
<br />W W W.CBANDG.CCM
<br />CIVIL ENGINEERS SURVEYORS PLANNERS
<br />SCALE: I"= 20' JULY 2021
<br />20' 0' 10' 20' 40' 80'
<br />1 '152
<br />L------------
<br />�-
<br />��
<br />PARCEL W
<br />9,563 SFt
<br />(PUE, EVAE, PSSE,
<br />PSDE, PWE, PRE, PAE)
<br />N8610'00"E 316.00'(T)
<br />1_ ---37.00'----t ----37.00'--- L ---37.00'---- -�--37.00'---�
<br />SEE DETAIL B SEE DETAIL B ,
<br />a
<br />N8610'00"E 37.00' 1 N8610'00"E 37.00' 1 N8610'00"E 37
<br />- - -37.00'- - - - -I- - -
<br />121
<br />2,090 SFt
<br />37.00' 1 N8610'00"E 37.00' 1 N8610'00"E 37.00' 1 N8610'00"E 37.00'
<br />$
<br />u
<br />M
<br />(LJ c0
<br />L
<br />3 117 3
<br />(O<O
<br />L
<br />118 �
<br />119 3
<br />tD
<br />Lo
<br />120 3
<br />0 2,090 SFf o
<br />yn yn
<br />0 0
<br />z z
<br />2,090 SFt o
<br />yn
<br />0
<br />z
<br />2,090 SFt b
<br />yn
<br />0
<br />z
<br />2,090 SFt o
<br />yn
<br />0
<br />z
<br />N8610'00"E 37.00' 1 N8610'00"E 37.00' 1 N8610'00"E 37
<br />- - -37.00'- - - - -I- - -
<br />121
<br />2,090 SFt
<br />37.00' 1 N8610'00"E 37.00' 1 N8610'00"E 37.00' 1 N8610'00"E 37.00'
<br />N8610'00"E 331.57'(T) N8610'00"E 40.00' z
<br />C7 Z � G
<br />- - - - - - - - - - - - - - - - — w - - - - - - - - - - - - - -
<br />67
<br />SEE SHEET 15 x Q
<br />JOB NO. 673-062 (D.D. SHEET NO. 51
<br />N86'10'00"E 229.43'(T)
<br />----- — --- J —
<br />f 7
<br />SEE SHEET 16
<br />cl
<br />3
<br />0 87
<br />0
<br />0
<br />0
<br />z
<br />GRAPHIC SCALE
<br />LINE TABLE
<br />$
<br />$
<br />Cry
<br />L1
<br />N4110'00"E
<br />5.66'
<br />L2
<br />N8610'00"E
<br />23.32'
<br />L3
<br />3
<br />Lo
<br />96 3
<br />lo
<br />UO
<br />95 c
<br />a
<br />W N
<br />c 94 3
<br />93
<br />92
<br />91
<br />L
<br />90
<br />89
<br />88
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<br />3
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<br />3
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<br />3
<br />�
<br />2,090 SFt p
<br />2,090 SFt
<br />r2 ¢
<br />0 2,090 SFt
<br />2,090 SFt
<br />2,090 SFt
<br />2,090 SFt p
<br />2,090 SFt o
<br />2,090 SFt 0
<br />2,090 SFt
<br />0
<br />yo
<br />0
<br />p
<br />0
<br />p
<br />o
<br />n.
<br />Q+
<br />p p
<br />0 0
<br />yn
<br />0
<br />uo
<br />0
<br />0
<br />p
<br />0
<br />0
<br />p
<br />0
<br />0
<br />�n
<br />0
<br />z
<br />z?
<br />SEE DETAIL A
<br />z
<br />,
<br />z z
<br />o
<br />z
<br />z
<br />SEE DETAIL A
<br />z
<br />z
<br />SEE DETAIL A
<br />z
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<br />�---37.00'----
<br />---�
<br />"--
<br />----3700--
<br />-20.00'-J--L-37.00'----
<br />----37.00'---_
<br />----3700'----
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<br />N8610'00"E 355.00'(T) N86'10'00"E 86.57' boo
<br />N86'10'00"E 229.43'(T)
<br />PARCEL Z
<br />p� py
<br />FROST DRIVE
<br />i'A rr n n ��. �. o
<br />N86'10'00"E
<br />PRIVATE STREET 6,883 SFt
<br />�( ) N86'10'00"E 229.43'(PL-PL)
<br />Qo
<br />N86'10'00"E 343.29'(M -PL) a 23.29'(M-PN86'10'00"E 75.00'(M-PL)o
<br />7FARCEEL
<br />EVAE, PSSE,
<br />�\i\
<br />1r1
<br />o(PUE,
<br />PSDE, PWE, PRE, PAE)
<br />N8610'00"E 331.57'(T) N8610'00"E 40.00' z
<br />C7 Z � G
<br />- - - - - - - - - - - - - - - - — w - - - - - - - - - - - - - -
<br />67
<br />SEE SHEET 15 x Q
<br />JOB NO. 673-062 (D.D. SHEET NO. 51
<br />N86'10'00"E 229.43'(T)
<br />----- — --- J —
<br />f 7
<br />SEE SHEET 16
<br />cl
<br />3
<br />0 87
<br />0
<br />0
<br />0
<br />z
<br />GRAPHIC SCALE
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L1
<br />N4110'00"E
<br />5.66'
<br />L2
<br />N8610'00"E
<br />23.32'
<br />L3
<br />N48'50'00"W
<br />5.66'
<br />L4
<br />N86'10'00"E
<br />38.27'
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />Cl
<br />20.00'
<br />53'07'48"
<br />18.55'
<br />C2
<br />20.00'
<br />53'07'48"
<br />18.55'
<br />C3
<br />20.00'
<br />53'07'48"
<br />18.55'
<br />43'11 7
<br />
|