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<br />22.00'
<br />14.69'
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<br />22.00'
<br />66
<br />25.10'
<br />67
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<br />642'51
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<br />N86 -10'00"E 644.00'(M -M) oM -
<br />JOB NO. 673-062 (D.D. SHEET NO. 51
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<br />CD
<br />N86'10'00"E 40.00'
<br />SEE SHEET 11
<br />92 1 Jl
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<br />139
<br />----------------jIL--------I--------
<br />FROST DRIVE N8670'00"E 229.43'
<br />(PRIVATE STREET) N8610'00"E 229.43'
<br />N8610'00"E 797
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<br />87
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<br />0
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<br />N8610'00"E 229.43'
<br />1z
<br />BEARING
<br />62.00'
<br />L1
<br />22.00'
<br />14.69'
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<br />NO3'50'00"W
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<br />N86'10'00"E 62.00'
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<br />2,375 SFt
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<br />N8610'00"E 797
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<br />6,883 SFt
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<br />87
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<br />0
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<br />N8610'00"E 229.43'
<br />1z
<br />BEARING
<br />LENGTH
<br />L1
<br />56.00'56.00'
<br />14.69'
<br />22.00'
<br />NO3'50'00"W
<br />14.69'
<br />- - - -
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<br />14.69'
<br />L4
<br />NO3'50'00"W
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<br />0 74
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<br />C4
<br />22.00'
<br />6522'48"
<br />25.10'
<br />C5
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<br />642'51
<br />82
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<br />N8610'00"E 56.00'
<br />N86'10'00"E 56.00'
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<br />73
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<br />N86'10'00"E 56.00'
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<br />o SEE DETAIL A I
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<br />N8610'00"E 56.00'
<br />N86'10'00"E 56.00' I
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<br />3' PUE ---{
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<br />`----------- -
<br />--------------1
<br />56.00'
<br />56.00'
<br />22.00'
<br />PARCEL K
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<br />323 SFt
<br />323 SFf
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<br />(PUE, PSDE)
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<br />N8610'00"E 299.20'(M -M)
<br />943.20'(T)
<br />PHELPS DRIVE
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<br />M
<br />ZI
<br />(3)1 -
<br />43- 18'0
<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 />N MOUNT DIABLO BASE AND MERIDIAN,
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />Fcb g SAN RAMON : (925) 866-0322
<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 />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L1
<br />NO3'50'00"W
<br />14.69'
<br />L2
<br />NO3'50'00"W
<br />14.69'
<br />L3
<br />NO3'50'00"W
<br />14.69'
<br />L4
<br />NO3'50'00"W
<br />14.69'
<br />3' PUE
<br />I
<br />5' PUE
<br />3.00'---I
<br />5'PUE
<br />I
<br />3' PUE
<br />DETAIL A
<br />NOT TO SCALE
<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 />22.00'
<br />65'22'48"
<br />25.10'
<br />C4
<br />22.00'
<br />6522'48"
<br />25.10'
<br />C5
<br />568.00'
<br />642'51
<br />66.56'
<br />3' PUE
<br />I
<br />L 5' PUE
<br />13.00'
<br />i-3.00'
<br />F' tj 5' PUE
<br />I
<br />�f 3' PUE
<br />DETAIL B
<br />NOT TO SCALE
<br />(T)
<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 />q Ir I wl 10
<br />
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