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<br />SEE SHEET 5
<br />103 Ho i t >
<br />El�
<br />------ ----------------
<br />A��
<br />50.9 PARCEL G ��� 81097 SFf
<br />�f
<br />(FUE, EVAE, PSSE, PSDE, PWE, FRE, PAE)
<br />N86'10'00"E 176.27'(T)
<br />N86'10`00"E 176.27'(M -PL)
<br />i N86'10'00" E 176.27'(T)
<br />-28.27'--L_j----37.00'----- -------37.00'----L
<br />t i
<br />102 101
<br />3,766 SFt o 2,368 SFt
<br />r
<br />cp
<br />l
<br />% 4VIcIv
<br />J3 \�P00
<br />/
<br />4 N86'10'00"E 77.65'
<br />40.65' T 37.00'
<br />c)
<br />JOB NO. 0673-042
<br />0
<br />NO
<br />( 2,989 SFf
<br />LENGTH
<br />CID
<br />o r
<br />o
<br />CJ
<br />N65'26 52 W(R)
<br />N27'49'24°E
<br />73
<br />13
<br />L4
<br />!�
<br />7.25'
<br />1.94'
<br />15
<br />I�
<br />A
<br />NO
<br />( 2,989 SFf
<br />LENGTH
<br />o
<br />o r
<br />o
<br />CJ
<br />N65'26 52 W(R)
<br />N27'49'24°E
<br />22.38'
<br />13
<br />L4
<br />!�
<br />7.25'
<br />1.94'
<br />15
<br />N85'59'45"E
<br />100
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<br />�
<br />SEE DETAIL D
<br />JJ t 53
<br />52
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<br />41.34' ------
<br />2,368 SFt
<br />- ---37.00'--
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<br />\�9,
<br />N85'59'45"E
<br />78.34'(T)
<br />�n
<br />\ "
<br />CE
<br />PARCEL
<br />(PUE, EVAE, PSSE,
<br />9
<br />f7
<br />O
<br />10806 SFt
<br />,
<br />L5
<br />PSDE, PINE, PRE, PAE)
<br />\
<br />N85'59'45"E 56.73'(M--PLj
<br />r7
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<br />M
<br />O
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<br />N86'10`00"E 37.00'
<br />N86°10'00"E 37.00'
<br />N86'10'00"E 37.00'
<br />L6
<br />CD
<br />-
<br />6iQ
<br />N86'10'00"E 37.00'
<br />W I
<br />I
<br />� I
<br />��i 111 1JJ
<br />SIL
<br />LIMERICK AVENUE
<br />(PRIVATE STREET) -
<br />0 0
<br />PAKEr
<br />253.53'(PL-PL)
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<br />O O
<br />n M
<br />.- O
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<br />4
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<br />LENGTH
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<br />O
<br />N05'20'23"W
<br />o
<br />CJ
<br />L2
<br />N27'49'24°E
<br />22.38'
<br />13
<br />L4
<br />N60'59'1I"E
<br />N05'20'23"W
<br />7.25'
<br />1.94'
<br />15
<br />N85'59'45"E
<br />100
<br />3:
<br />99
<br />I
<br />98
<br />JJ t 53
<br />52
<br />2,368 SFt
<br />D
<br />2,368 SFt
<br />o
<br />2,.368 SFt
<br />LL�
<br />0
<br />p
<br />�n
<br />p
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<br />Z
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<br />N86'10`00"E 37.00'
<br />N86°10'00"E 37.00'
<br />N86'10'00"E 37.00'
<br />�D
<br />W
<br />74III
<br />2,099 SFt
<br />p
<br />CD
<br />O
<br />r�
<br />Lo
<br />5
<br />2,095SFf
<br />v
<br />O
<br />76 77
<br />2,091 SFr r, 2,087 SFt
<br />O
<br />iii z z z
<br />SEE NOTE 5 fYP)
<br />-- -37.00' --�- - -- 37.001- 37.00'--- r --37.00'---J
<br />N85'59'45°E 158.27'(T) PARCEL E,
<br />LUCILLE AVENUE 4,748 SFt
<br />(PRIVATE STREET) N85'59'45°E 158.27'(PL-PL)
<br />(PUE, LVAE, PSSE, PSDE, PINE, PRE, PAE)'
<br />N85'59'45"E 158.27'(T)
<br />JI
<br />w
<br />78
<br />0
<br />Pr\Rrri D
<br />197.00'(PL=PL)
<br />4�
<br />o �
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<br />to �
<br />P- O
<br />Z
<br />SEE SHEET 14
<br />�;3-IICT
<br />TRACT NO, 3978
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTYCALIFORNIA
<br />LANGSTON
<br />BITING ALL OF PARCEL E OF TRACT NO. 3649
<br />FILED IN BOOK 41 OF MAPS AND PLAT'S AT PAGE 98,
<br />BEING A PORTION OF SECTIONS I6 AND 17
<br />TOWNSHIP 2 SOUTH, RANGE 4 EAST,
<br />N MOUNT DIABLO BASE AND MERIDIAN,
<br />I
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />I
<br />SAN RAMON • (925) 866-0322
<br />Kb g:] SACRAMENTO (916) 375-1877
<br />W W W.C13AN0G.00M
<br />CIVIL ENGINEERS SURVEYORS • PLANNERS
<br />SCALE: V= 20' SEPTEMBER 2019
<br />20 0' 10' 20' 40' 80,
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />Ll
<br />N05'20'23"W
<br />5.38'
<br />L2
<br />N27'49'24°E
<br />22.38'
<br />13
<br />L4
<br />N60'59'1I"E
<br />N05'20'23"W
<br />7.25'
<br />1.94'
<br />15
<br />N85'59'45"E
<br />--- 15_00' I 15.00'
<br />I
<br />-
<br />L0 W
<br />I
<br />58'20'36"
<br />JJ t 53
<br />52
<br />35.00'
<br />d, j
<br />if/I
<br />LL�
<br />NJ C?
<br />CL
<br />SEE SHEET 14
<br />�;3-IICT
<br />TRACT NO, 3978
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTYCALIFORNIA
<br />LANGSTON
<br />BITING ALL OF PARCEL E OF TRACT NO. 3649
<br />FILED IN BOOK 41 OF MAPS AND PLAT'S AT PAGE 98,
<br />BEING A PORTION OF SECTIONS I6 AND 17
<br />TOWNSHIP 2 SOUTH, RANGE 4 EAST,
<br />N MOUNT DIABLO BASE AND MERIDIAN,
<br />I
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />I
<br />SAN RAMON • (925) 866-0322
<br />Kb g:] SACRAMENTO (916) 375-1877
<br />W W W.C13AN0G.00M
<br />CIVIL ENGINEERS SURVEYORS • PLANNERS
<br />SCALE: V= 20' SEPTEMBER 2019
<br />20 0' 10' 20' 40' 80,
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />Ll
<br />N05'20'23"W
<br />5.38'
<br />L2
<br />N27'49'24°E
<br />22.38'
<br />13
<br />L4
<br />N60'59'1I"E
<br />N05'20'23"W
<br />7.25'
<br />1.94'
<br />15
<br />N85'59'45"E
<br />21.60'
<br />16
<br />N85'59'45"E
<br />21.73'
<br />NOTES.
<br />GRAPHIC SCALE
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH !,
<br />Cl
<br />20.00'
<br />89'59'43"
<br />31.41'
<br />C2
<br />20.00'
<br />78'58'10"
<br />27.57'
<br />C3
<br />20.00'
<br />118'33'23"
<br />41.38'
<br />C4
<br />20.00'
<br />58'20'36"
<br />20.37' I'I
<br />C5
<br />35.00'
<br />58'20'36"
<br />35.64'
<br />1. SEE SHEET 2 FOR ADDITIONAL NOTES
<br />2. SEE SHEET 3 FOR BASIS OF BEARINGS
<br />3. SEE SHEET 3 FOR REFERENCES
<br />4. SEE SHEET 3 FOR LEGEND
<br />5. SEE DETAIL A ON SHEEP 5 FOR TYPICAL 3' PUBLIC UTILITY EASEMENT DETAIL
<br />6. ALL FRON f CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG AT THE
<br />1.0 FOOT OFFSET ON LOT LINE PROJECTIONS AND RADIALLY AT RETURNS UNLESS
<br />OTHERWISE NOTED, AND A �" REBAR AND CAP SHALL BE SET AT ALL
<br />NODI -FRONTAGE CORNERS AND ANGLE POINTS, AS REQUIRED BY THE MOUNTAIN
<br />HOUSE COMMUNITY SERVICES DISTRICT DEVELOPMENT STANDARDS.
<br />72
<br />12'
<br />o_
<br />DETAIL B
<br />NOT TO SCALE
<br />SHEET 11 OF 16
<br />Hui
<br />
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