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<br />TRACT 1\1 J. �3)64J(2
<br />JOB N0.0673-042
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<br />SHEET 15 OF 16
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<br />N85'59'45"E 167.80'(T)
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<br />TRACT NO, 3 978
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTS', CALWORNIA
<br />LANGSTON
<br />BEING ALL OF PARCEL LOU TRACT NO. 3649
<br />FILED IN BOOK 4I OF MAPS AND PLATS AT PAGE 98,
<br />BEING A PORTION OFSECTIONS 16 AND 17
<br />N85'59'45"E 197.00'(T)o
<br />L UCILLE AVENUE (PRIVATE
<br />STREET)
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<br />LUl ILL AVENUE (PRIVATE STREET)
<br />TOWNSHIP 2SOU'PH,RANGE 4EAST,
<br />N85'59'45"E '197.00'(PL-PL)
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<br />N85'59'455'r- 167.80'(M -PL)
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<br />MOUNT DIABLO BASE AND MERIDIAN,
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />PARCEL D 6,021 SF±G
<br />PARCEL C 6,018 SFr
<br />(PUE, EVAE, PSSE, PSDE, PWE, PRE, PAE)
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<br />PUE, EVAE, PSSE, PS
<br />( PSDE, PWE, PRE, PAE)
<br />167.80'( f)
<br />SAN RAMON (925 866-0322
<br />)
<br />Ec :gl SACRAMENTO (916) 375-1877
<br />N85'59'45"E
<br />81.66'
<br />11185`59'$5"E 82.51'
<br />N85`59'45"E
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<br />!� L2 �'S
<br />2$.66'
<br />25.51
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<br />51.00
<br />22.00' - 57.00'
<br />wWw.CBANOG.COM
<br />______
<br />CIVIL ENGINEERS • SURVEYORS PLANNERS
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<br />I'CDSCALE:
<br />V= 20' SEPTEMBER 2019
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<br />20' 0' 10' 20' 40" 80'
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<br />�i 2,394 SF±
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<br />2,394 SFJ_
<br />LLT 2,394 SF±
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<br />N85'59'45"E 57.00'
<br />N85'59'45"E 51,00'
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<br />LINE TABLE CURVE TABLE
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<br />NO DEARI;NG LEN 011-1 NO RADIUS DELTA LENGTH
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<br />L1 N55°17'35"W 6.40' Cl 38.00' 43'08'24" '28.61'
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<br />11,162 SIL
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<br />35
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<br />L2 N85'59'45"E 22.83' C2 38.00' 43'08'24° 28.61'
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<br />2,109 SF±
<br />2,109 SF±
<br />�� 2,109 Sl--±
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<br />L3 N -1720'10°E 6.40' C3 38.00' 30'28'54" 20.22'
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<br />L4 N04°00'15"W 15.00' C4 38.00' 16'22'43" 10.86'
<br />N85'59'45"E 57.00'
<br />N85'59'45"E 57.00'
<br />° N85'59'45"E 57.00'
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<br />NOh°00'15"W 15.00'
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<br />SEE NOTE 5 fYP)
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<br />FLI-557ET
<br />Fs 1
<br />N 8 5'5 974 7.00'
<br />41239
<br />34
<br />W
<br />31
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<br />26
<br />2,114 SFt
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<br />L,709 SFi
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<br />w "; 2,109 SFJ;
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<br />N85°59'45"E 58.54'
<br />N85°59'45"E 57.00'
<br />> N85°59'451 57.00'NO
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<br />7-7.37'32"W(R)
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<br />1.
<br />SEE SHEET 2 FOR ADDITIONAL NOTES
<br />2.
<br />SEE SI -FEET 3 FOR BASIS CF BEARINGS
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<br />N47°08'38"Vy' (R) 40
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<br />3.
<br />4.
<br />SEE SHEET 3 FOR REFERENCES
<br />SLE SHEET 3 FOR LEGEND
<br />N39"08'09'E
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<br /><-,15969 �=y30"
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<br />2,640 SF±
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<br />2,394 lF±
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<br />9'. (� 2,:5.34 SF±
<br />N85 5J T5' E
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<br />SEE DETAIL SHEET 5 FOR TYPICAL 3' PUBLIC UTILITY EASEMENT DETAIL
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<br />EE E FAIL ON SrIEET 5 FOR TYPICAI. 6' PUBLIC UTILITY EASEMENT DETAIL
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<br />ALL Ffi.,IJT CORNERS ARE TO BE REFERENCED WITH A NAIL AND IAC AT TIIE 1.0 FOOT
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<br />PARCEL 1 1,337 SF± (PUE, PSDE,
<br />�,
<br />PWE)
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<br />OFFSET
<br />ON LOT LINE PROJECIIONS AND RADIALLY AT RETURNS UNLESS OTHERWISE NOTED, AND A
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<br />REBAR ,+\ND CAP SHALL BE SEF Al ALL NON -FRONTAGE CORNERS AND ANGLE POINTS, AS
<br />83.18'
<br />56.91'
<br />1
<br />57.00'
<br />721.74'(7) (M)(2).�
<br />22.00' 57.00'
<br />REQUIRED
<br />BY THE MOUNTAIN HOUSE COMMUNITY SERVICES DISTRICT DEVELOPMENT STANDARDS.
<br />N85°59'45"E
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<br />0
<br />330 SF±
<br />PHELPS DRIVE
<br />(PUE & PSDE)
<br />N85'59'45"E
<br />852.10'(M -M) (7)
<br />(2)
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<br />TRACT 1\1 J. �3)64J(2
<br />JOB N0.0673-042
<br />rrrlwnrr�
<br />SHEET 15 OF 16
<br />�{3-ZION
<br />
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