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TRACT 1\10.3652 (4 )
<br />310
<br />-,
<br />�I 31 0
<br />PARCEL JJ
<br />N86'10'00"E 248.01'(M -INT) (31-4)
<br />N86'10'00"E 395.
<br />- - -- - - - � N3'50'00"W
<br />15.00'
<br />I
<br />722
<br />I
<br />I
<br />13
<br />PARCEL 1_,d
<br />J7
<br />22.00'
<br />� I
<br />I�
<br />o n
<br />o �
<br />O Z
<br />u� o
<br />rJ ��
<br />Z 6;
<br />RAMSEY DRIVE
<br />80.99'
<br />R'8 O0,
<br />0,355101" N32'01'02"E(R)
<br />45.64' C1 0G ('F��2)
<br />SEE NIUE 6TYP w `�
<br />I 0- � RS
<br />128 PARCEL KK (3 °
<br />2,308 SFt 1,191 SFf
<br />I �
<br />o N86'10'00"E 56.60' C5 -
<br />z
<br />T;�ACT 1'v1 J.
<br />53
<br />3� F�1 (`3)
<br />N86'10'00"E 142.50'(M-iNT) (2)
<br />66.45' - - - -.
<br />I
<br />I I
<br />L' N2G534WR�ft0--58')
<br />N72'06'53W(R)(-)
<br />o
<br />�
<br />J
<br />N32°41'52"W(R)
<br />,- -
<br />�I I
<br />" N86'10'00"E 91.05'(1) (M)(2)
<br />_ N64'08'51"ELR_K5) (13
<br />12'55'38"E(R)(R=58') l_ - - 29.5- - 1 /
<br />PARCEL .I, v.00' J
<br />64°42'54 L=65.5 ��2 1,458 SF- z
<br />22.00'
<br />C7 CS C11 (PUE &PSDE) J N86'10'00"E
<br />N86'10'00"E 58.97' I W
<br />PARCEL H
<br />_ 10,246 SFt M6'10'00"E 253_53'(PL-PL)
<br />(PUE, EVAE, PSSE, PSDE, PWE, PRE, PAE)
<br />(PRIVATE STREET)
<br />-9'1
<br />JOB NO. 0673-042
<br />N86'10'00"E 253.53'(1)
<br />92
<br />SEE
<br />0 0 " a ,500
<br />r'- c,
<br />71.64' (M -PL) o - N86'10'00"E 50.00'(M -M)
<br />LIMERICK AVENUE PARCEL B 9,221 SFf
<br />L (PRIVATE STREET) N86'10'00(EU1'LL64'(T)PSSE, PSDE, PWE, PRE, PAE)
<br />91
<br />T10
<br />90
<br />89
<br />cp
<br />11
<br />� 11
<br />15.00' 15.00'
<br />SEE SHEET 9
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />11
<br />N83 0103 E(R)
<br />5.01'
<br />4
<br />a
<br />NO3'50'00"W
<br />17.99'
<br />N885029 E�R) I
<br />29'08'10"
<br />40.68'
<br />C3
<br />i
<br />19'05'24°
<br />19.32'
<br />N86'10'00"E 55.00'
<br />26.00'
<br />22'01'09"
<br />SEE DETAIL D C6
<br />C5
<br />H 0-
<br />18'52'12"
<br />8.56--
<br />I C10
<br />I
<br />3°08'57"
<br />16°5546"
<br />1.43'
<br />17.14'
<br />C8
<br />1
<br />16'53'32"
<br />17.10'
<br />I
<br />26.00_
<br />in
<br />9.86'
<br />CIO
<br />X4'0(Y08"E R)
<br />- 2'40'2
<br />1.22'
<br />n
<br />00
<br />/r
<br />I--3'
<br />PUE
<br />o
<br />s
<br />Q129
<br />G
<br />a,
<br />1 U
<br />121
<br />2,662 SFf
<br />2,773 SFt
<br />M
<br />2,035 SFf
<br />j
<br />I
<br />I
<br />N,
<br />U ua-
<br />I)
<br />o
<br />N86'10'00"E 55.00'
<br />N86'10'00"E 56.64'
<br />o
<br />�'
<br />0
<br />1
<br />N86'10'00"E 59.00'
<br />q
<br />C,ARNWATH
<br />o
<br />SEE NOTE 5-TYP
<br />I
<br />PLACE
<br />G
<br />o
<br />r
<br />o
<br />126
<br />a
<br />0
<br />130 o�
<br />W
<br />r
<br />0
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<br />2
<br />`c
<br />o
<br />z
<br />2,035 SFf
<br />2,096 SFf
<br />z
<br />z
<br />2,183 SFfcr
<br />/ ---
<br />W
<br />I
<br />3' PUE
<br />3'
<br />PUE 3' PUE--+
<br />J
<br />N86'10'00"E 55.00'
<br />N86'10'00"E 56.64'
<br />Q <
<br />N86'10'00"E 59.00'
<br />N81'02'33"WAR C19Z
<br />J
<br />N
<br />N24°04'37"E(R)(C16)
<br />\
<br />0
<br />125
<br />0
<br />1313
<br />N86'10
<br />'00°E
<br />30.00'
<br />I
<br />1
<br />G
<br />I
<br />�N
<br />2,310 SFf
<br />M
<br />N
<br />I
<br />2,293 SFt
<br />2,439 SF t :Z)
<br />15.00 15.00'
<br />CL
<br />R
<br />I
<br />SEE DETAIL C
<br />17.!
<br />2
<br />-----
<br />--
<br />1--
<br />--
<br />- - 41.64----/ GDmwCjJ
<br />------- --
<br />55.00'
<br />_
<br />N86'10'00"E 36.64'
<br />Cn
<br />15.00'
<br />15.00' C16�
<br />P486'10'00"EIR
<br />u'
<br />I
<br />N86'10'00"E 77.00'(1) }
<br />PARCEL H
<br />_ 10,246 SFt M6'10'00"E 253_53'(PL-PL)
<br />(PUE, EVAE, PSSE, PSDE, PWE, PRE, PAE)
<br />(PRIVATE STREET)
<br />-9'1
<br />JOB NO. 0673-042
<br />N86'10'00"E 253.53'(1)
<br />92
<br />SEE
<br />0 0 " a ,500
<br />r'- c,
<br />71.64' (M -PL) o - N86'10'00"E 50.00'(M -M)
<br />LIMERICK AVENUE PARCEL B 9,221 SFf
<br />L (PRIVATE STREET) N86'10'00(EU1'LL64'(T)PSSE, PSDE, PWE, PRE, PAE)
<br />91
<br />T10
<br />90
<br />89
<br />cp
<br />11
<br />� 11
<br />15.00' 15.00'
<br />SEE SHEET 9
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />11
<br />NO3'50'00"W
<br />5.01'
<br />12
<br />NO3'50'00"W
<br />17.99'
<br />u3- JC)p
<br />TRACT .3978
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />LANG STON
<br />BEING ALL OF PARCEL E OF TRACT NO. 3649
<br />FILED IN BOOK 41 OF MAPS AND PLATS AT PAGE 98,
<br />BEING A PORTION OF SECTIONS 16 AND 17
<br />TOWNSHIP 2 SOUTH, RANGE 4 EAST,
<br />MOUNT D,ABLO BASE AND MERIDIAN,
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />SAN RAMON m (925) 866-0322
<br />9§ 1 SACRAMENTO (916) 375-1877
<br />W W \V.CBANDG.CGM
<br />CIVIL ENGINEERS . SURVEYORS PLANNERS
<br />SCALE: I" = 20' SEPTEMBER 2019
<br />20' 0' 10' 20' 40' 80'
<br />GRAPHIC SCALE
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C1
<br />80.00'
<br />6'42'52"
<br />9.38'
<br />C2
<br />80.00'
<br />29'08'10"
<br />40.68'
<br />C3
<br />58.00'
<br />19'05'24°
<br />19.32'
<br />C4
<br />26.00'
<br />22'01'09"
<br />9.99'
<br />C5
<br />50.00'
<br />18'52'12"
<br />8.56--
<br />C6
<br />C7
<br />-26.00'
<br />26.00'
<br />58.00'
<br />3°08'57"
<br />16°5546"
<br />1.43'
<br />17.14'
<br />C8
<br />58.00'
<br />16'53'32"
<br />17.10'
<br />C9
<br />26.00_
<br />21'4j'07"
<br />9.86'
<br />CIO
<br />26.00'
<br />- 2'40'2
<br />1.22'
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C11
<br />26.00'
<br />19'02'38"
<br />8.64'
<br />C12
<br />58.00'
<br />11'48'12"
<br />11.95'
<br />C13
<br />80.00'
<br />28'51'52"
<br />40.30'
<br />C14
<br />C15
<br />20.00'
<br />' 20.00'
<br />90'00'00"
<br />90'00'00"
<br />31.42'
<br />31.42'
<br />C16
<br />50.00'
<br />27'54'37"
<br />24.36'
<br />C17
<br />C18
<br />35.00'
<br />20.00'90'00'00"
<br />90'00'00"
<br />54.98'
<br />31.42'
<br />C19
<br />24.00'
<br />12'47'27"
<br />5.36'
<br />C20
<br />50.00'
<br />27'09'40"
<br />23.70'
<br />NOTES:
<br />W1. SEE SHEET 2 FOR ADDITIONAL NOTES
<br />W 2. SEE SHEET 3 FOR BASIS OF BEARINGS
<br />x 3. SEE SHEET 3 FOR REFERENCES
<br />4. SEE SHEET 3 FOR LEGEND
<br />fW 5. SEE DETAIL A ON SHEET 5 FOR TYPICAL 3' PUBLIC UTILITY EASEMENF DETAIL
<br />6. SEE DETAIL B ON SHEET 5 FOR TYPICAL 6' PUBLIC UTILITY EASEMENT DETAIL
<br />V) 7. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG AT THE 1.0 FOOT
<br />OFFSET ON LOT LINE PROJECTIONS AND RADIALLY AT RETURNS UNLESS OTHERWISE NOTED, AND A
<br />�" REBAR AND CAP SHALL BE SET AT ALL NON -FRONTAGE CORNERS AND ANGLE POINTS, AS
<br />REQUIRED BY THE MOUNTAIN HOUSE COMMUNITY SERVICES DISTRICT DEVELOPMENT STANDARDS.
<br />131
<br />I f
<br />41.64, r
<br />w
<br />Q -
<br />:DETAIL C
<br />NOT TO SCALE
<br />\�J
<br />00" 11y' "' N60'12'53"E(R)
<br />\
<br />R=16.00'
<br />PARCEL KK 0=27'59'58"
<br />v L=7.82'
<br />1
<br />' N
<br />L -
<br />129 --
<br />DETAIL D
<br />NOT TO SCALE
<br />(M)(2)
<br />(M -M)
<br />3' PUE
<br />SHEET 7 OF 16
<br />
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