11
<br />11
<br />31
<br />/
<br />I
<br />1
<br />I
<br />15.00'
<br />3.00' 3.00'
<br />w M =1 w
<br />D_ a �
<br />D_ a
<br />DETAIL A
<br />NOT TO SCALE
<br />I
<br />w
<br />IL w w
<br />IL
<br />a a
<br />n
<br />n W,
<br />3.0o.-3.00'
<br />DETAIL B
<br />--F
<br />uia
<br />NOT TO SCALE
<br />W 2,287 SFt
<br />w w
<br />L0 N a I I
<br />o w In I
<br />> � w a
<br />I
<br />a w
<br />I v L 3 I N86'10'00"E 4:
<br />3 D
<br />-c' I
<br />Cl
<br />I
<br />WC) Uma I
<br />�U o a to ;z I
<br />C a I 104
<br />CD
<br />I 2,287 SFt
<br />Z 0 I-•- 5' PUE
<br />I
<br />Lo
<br />v \�
<br />o
<br />oa ��ss COs F-
<br />0
<br />3 106
<br />O
<br />6 2,090 SFf
<br />ED0
<br />Z
<br />N8610'00"E 37.00'
<br />0
<br />103
<br />O
<br />0 2,090 SFt
<br />p
<br />M
<br />O
<br />Z W
<br />a_
<br />ih
<br />-----37.00'�-
<br />NOTES:
<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 />w
<br />L�
<br />w LL,
<br />4., Ln —1
<br />P)
<br />H
<br />r SEE SHEET 7
<br />L -------------1-------------1I0--(
<br />CALDER DRIVE
<br />N8610'00"E 157.57'(M -PL) (PRIVATE STREET)
<br />N8610'00"E 157.57'
<br />- - -37.00'- - - - ----37.00'---
<br />o N86'10'00"E 78.00'
<br />PARCEL V
<br />3 11,621 SFt
<br />Cl (PUE, EVAE, PSSE, N8610'00"E 113.00'(M -PL)
<br />E(qq� PSDE, PWE, PRE, PAE)
<br />Cl
<br />Z
<br />---37.00'---- ----37.00'--
<br />�
<br />PARCEL U
<br />Lq
<br />6,376 SFt -
<br />¢12,
<br />(PUE, EVAE, PSSE,
<br />a W
<br />LLl
<br />A
<br />LLl
<br />V
<br />0
<br />2,090 SFt
<br />0
<br />j Z
<br />SEE SHEET 6 d
<br />L
<br />l
<br />12
<br />o 2C.,090 SFt
<br />p
<br />�
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<br />_
<br />�0 2,090 SFt
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<br />6_
<br />10
<br />Q Q
<br />�>
<br />L-----
<br />SCALE: F'=
<br />Ox
<br />a w
<br />-----
<br />I ----------�
<br />SEE SHEET 14
<br />N86'10'00"E 157.57'
<br />W 2,287 SFt
<br />w w
<br />L0 N a I I
<br />o w In I
<br />> � w a
<br />I
<br />a w
<br />I v L 3 I N86'10'00"E 4:
<br />3 D
<br />-c' I
<br />Cl
<br />I
<br />WC) Uma I
<br />�U o a to ;z I
<br />C a I 104
<br />CD
<br />I 2,287 SFt
<br />Z 0 I-•- 5' PUE
<br />I
<br />Lo
<br />v \�
<br />o
<br />oa ��ss COs F-
<br />0
<br />3 106
<br />O
<br />6 2,090 SFf
<br />ED0
<br />Z
<br />N8610'00"E 37.00'
<br />0
<br />103
<br />O
<br />0 2,090 SFt
<br />p
<br />M
<br />O
<br />Z W
<br />a_
<br />ih
<br />-----37.00'�-
<br />NOTES:
<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 />w
<br />L�
<br />w LL,
<br />4., Ln —1
<br />P)
<br />H
<br />r SEE SHEET 7
<br />L -------------1-------------1I0--(
<br />CALDER DRIVE
<br />N8610'00"E 157.57'(M -PL) (PRIVATE STREET)
<br />N8610'00"E 157.57'
<br />- - -37.00'- - - - ----37.00'---
<br />o N86'10'00"E 78.00'
<br />PARCEL V
<br />3 11,621 SFt
<br />Cl (PUE, EVAE, PSSE, N8610'00"E 113.00'(M -PL)
<br />E(qq� PSDE, PWE, PRE, PAE)
<br />Cl
<br />Z
<br />---37.00'---- ----37.00'--
<br />�
<br />PARCEL U
<br />Lq
<br />6,376 SFt -
<br />M
<br />(PUE, EVAE, PSSE,
<br />pp tk98lM/ PSDE, PWE, PRE, PAE)
<br />0
<br />--22.00'-
<br />0
<br />2,090 SFt
<br />0
<br />Z
<br />----37.00'�-
<br />0
<br />2,090 SFt o
<br />0
<br />Z
<br />0
<br />2,090 SFt
<br />0
<br />j Z
<br />L3
<br />von'l
<br />—1
<br />2,090 SFt
<br />Ln
<br />,,
<br />O
<br />Z
<br />o 2C.,090 SFt
<br />p
<br />�
<br />O
<br />Z
<br />_
<br />�0 2,090 SFt
<br />Cl
<br />1)
<br />O
<br />Z
<br />6_
<br />10
<br />Q Q
<br />W 2,287 SFt
<br />w w
<br />L0 N a I I
<br />o w In I
<br />> � w a
<br />I
<br />a w
<br />I v L 3 I N86'10'00"E 4:
<br />3 D
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<br />Cl
<br />I
<br />WC) Uma I
<br />�U o a to ;z I
<br />C a I 104
<br />CD
<br />I 2,287 SFt
<br />Z 0 I-•- 5' PUE
<br />I
<br />Lo
<br />v \�
<br />o
<br />oa ��ss COs F-
<br />0
<br />3 106
<br />O
<br />6 2,090 SFf
<br />ED0
<br />Z
<br />N8610'00"E 37.00'
<br />0
<br />103
<br />O
<br />0 2,090 SFt
<br />p
<br />M
<br />O
<br />Z W
<br />a_
<br />ih
<br />-----37.00'�-
<br />NOTES:
<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 />w
<br />L�
<br />w LL,
<br />4., Ln —1
<br />P)
<br />H
<br />r SEE SHEET 7
<br />L -------------1-------------1I0--(
<br />CALDER DRIVE
<br />N8610'00"E 157.57'(M -PL) (PRIVATE STREET)
<br />N8610'00"E 157.57'
<br />- - -37.00'- - - - ----37.00'---
<br />o N86'10'00"E 78.00'
<br />PARCEL V
<br />3 11,621 SFt
<br />Cl (PUE, EVAE, PSSE, N8610'00"E 113.00'(M -PL)
<br />E(qq� PSDE, PWE, PRE, PAE)
<br />Cl
<br />Z
<br />---37.00'---- ----37.00'--
<br />�
<br />1
<br />Lq
<br />�
<br />3 107
<br />co
<br />3 108
<br />w
<br />109 3
<br />110 3
<br />0
<br />2,090 SFt
<br />0
<br />Z
<br />0 0
<br />o 2,090 SFt o
<br />0 0
<br />Z Z
<br />0
<br />2,090 SFt o
<br />0
<br />Z
<br />0
<br />2,090 SFt
<br />0
<br />j Z
<br />N86'10'00"E
<br />0
<br />10
<br />0
<br />Lo
<br />0
<br />Lo
<br />0
<br />Lo
<br />0
<br />V)
<br />102
<br />16
<br />16
<br />3 100
<br />16
<br />3 99
<br />16
<br />3
<br />N49'17'48"E
<br />3:101
<br />L3
<br />N56'57'48"W
<br />—1
<br />2,090 SFt
<br />Ln
<br />,,
<br />O
<br />Z
<br />o 2C.,090 SFt
<br />p
<br />�
<br />O
<br />Z
<br />o 2C.,090 SFt
<br />p
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<br />O
<br />Z
<br />�0 2,090 SFt
<br />Cl
<br />1)
<br />O
<br />Z
<br />o
<br />Cl
<br />p
<br />1)
<br />O
<br />Z
<br />---37.00'----t----37.00'---
<br />PARCEL BB
<br />10,299 SFt
<br />(PUE, EVAE, PSSE,
<br />PSDE, PWE, PRE, PAE)
<br />JOB NO. 673-062 (D.D. SHEET NO.
<br />---37.00'----t----37.00'---
<br />N8610'00"E 355.00'(T)
<br />N8610'00"E 343.29'(M -PL)
<br />N8610'00"E 331.57'(T)
<br />JJ J�
<br />SEE SHEET 15
<br />43- 18'1 K
<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 />SAN RAMON a 925) 866-0322
<br />C
<br />°4
<br />�
<br />rZ
<br />z
<br />SACRAMENTO (916)375-1877
<br />LENGTH
<br />w
<br />NO3'50'00"W
<br />16.27'
<br />Vvww.CBANDG.CGM
<br />N49'17'48"E
<br />5.00'
<br />L3
<br />N56'57'48"W
<br />—1
<br />u
<br />w
<br />CIVIL ENGINEERS
<br />• SURVEYORS PLANNERS
<br />Q Q
<br />�>
<br />i 42��
<br />SCALE: F'=
<br />l
<br />a w
<br />1
<br />0
<br />SEE SHEET 14
<br />20'
<br />0' 10'
<br />20' 40' 80'
<br />3
<br />>>
<br />Of
<br />w --
<br />x
<br />U
<br />JOB NO. 673-062 (D.D. SHEET NO.
<br />---37.00'----t----37.00'---
<br />N8610'00"E 355.00'(T)
<br />N8610'00"E 343.29'(M -PL)
<br />N8610'00"E 331.57'(T)
<br />JJ J�
<br />SEE SHEET 15
<br />43- 18'1 K
<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 />SAN RAMON a 925) 866-0322
<br />N8610'00"E 197.43'(T)
<br />- - -37.00'- - - - ----37.00'-- i
<br />SEE DETAIL B ,
<br />co M'
<br />111 : 112
<br />cl
<br />2,090 SFt o 2,090 SFf
<br />N8610'00"E 37.00'
<br />37.00'
<br />98
<br />2,090 SFt
<br />97
<br />2,090 SFt
<br />Z w
<br />SEE DETAIL AA
<br />---37.00'---- ----37.00'--�
<br />FROST DRIVE
<br />(PRIVATE STREET)
<br />3 96
<br />0
<br />0
<br />p
<br />M
<br />O
<br />Z
<br />---------
<br />I J�
<br />LINE TABLE
<br />RADIUS
<br />NO
<br />SACRAMENTO (916)375-1877
<br />LENGTH
<br />L1
<br />NO3'50'00"W
<br />16.27'
<br />Vvww.CBANDG.CGM
<br />N49'17'48"E
<br />5.00'
<br />L3
<br />N56'57'48"W
<br />5.00'
<br />u
<br />w
<br />CIVIL ENGINEERS
<br />• SURVEYORS PLANNERS
<br />Q
<br />SCALE: F'=
<br />20' JULY 2021
<br />�o
<br />20'
<br />0' 10'
<br />20' 40' 80'
<br />3
<br />� O
<br />o� Z
<br />GRAPHIC SCALE
<br />I
<br />-
<br />LN8610'00"E
<br />-
<br />84.43'(M -PL)
<br />-
<br />N8610'00"E 197.43'(T)
<br />- - -37.00'- - - - ----37.00'-- i
<br />SEE DETAIL B ,
<br />co M'
<br />111 : 112
<br />cl
<br />2,090 SFt o 2,090 SFf
<br />N8610'00"E 37.00'
<br />37.00'
<br />98
<br />2,090 SFt
<br />97
<br />2,090 SFt
<br />Z w
<br />SEE DETAIL AA
<br />---37.00'---- ----37.00'--�
<br />FROST DRIVE
<br />(PRIVATE STREET)
<br />3 96
<br />0
<br />0
<br />p
<br />M
<br />O
<br />Z
<br />---------
<br />I J�
<br />CURVE TABLE
<br />LINE TABLE
<br />RADIUS
<br />NO
<br />BEARING
<br />LENGTH
<br />L1
<br />NO3'50'00"W
<br />16.27'
<br />L2
<br />N49'17'48"E
<br />5.00'
<br />L3
<br />N56'57'48"W
<br />5.00'
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />Cl
<br />20.00'
<br />90'00'00"
<br />31.42'
<br />C2
<br />20.00'
<br />90'00'00"
<br />31.42'
<br />C3
<br />20.00'
<br />90'00'00"
<br />31.42'
<br />SHEET 12 OF 17
<br />43- 131 Y*46
<br />
|