|
M4T58'10"E(R)��� i
<br />88
<br />1
<br />R-15.00 1
<br />A=38'11'50'
<br />L=10.00' 3' PUE
<br />I
<br />DETAIL B
<br />NOT TO SCALE
<br />SEE SHEET 7
<br />N86"10'00 °E 30.00'
<br />15.00' ; 15.00'
<br />_ 15.00' _T
<br />o N86'10'0(
<br />o; R,So
<br />N8610'00"E 71.64'(M_PL) az N86'10'00"E 50.00'(M -M) c
<br />DETAIL: C_
<br />NOT fO SCALE
<br />87
<br />N63'16'32"W(R)
<br />SEF; SHEET 8
<br />f1-1
<br />LIMERICK AVENUE
<br />I
<br />LENCIH
<br />moo\ NGe511U W�L`�
<br />moo., N51-14'17l(R)(C5)
<br />I
<br />13
<br />'s
<br />(PRIVATE STREET)
<br />22.81'
<br />00�
<br />l
<br />12
<br />aE
<br />NO3'50'00"W
<br />N04°00'15"W
<br />13.51'
<br />9.00'
<br />N86'10'00"E 121.64'(T)
<br />���
<br />7.08'
<br />�U
<br />21.07'
<br />- --- - - - 37.00'-
<br />-
<br />- - - - - 22.00'- -
<br />N85'59'45"E 45.86
<br />N86'54'08' R
<br />Q; �'
<br />�'
<br />1613'44"
<br />0
<br />15.-3' PUE
<br />I
<br />2' 3' PUE
<br />-----------
<br />I
<br />1
<br />U
<br />lFi O
<br />/,z
<br />1
<br />DETAIL D
<br />NOT TO SCALE
<br />N85'59'45"E 37.00'
<br />N85°59'45"E 57.00'
<br />LIMERICK AVENUE
<br />R=35
<br />�; °o'
<br />LENCIH
<br />moo\ NGe511U W�L`�
<br />moo., N51-14'17l(R)(C5)
<br />N42"243'35"W
<br />13
<br />'s
<br />(PRIVATE STREET)
<br />22.81'
<br />00�
<br />A I 1
<br />12
<br />aE
<br />NO3'50'00"W
<br />N04°00'15"W
<br />13.51'
<br />9.00'
<br />N86'10'00"E 121.64'(T)
<br />���
<br />7.08'
<br />�U
<br />21.07'
<br />- --- - - - 37.00'-
<br />-
<br />- - - - - 22.00'- -
<br /><,
<br />��' \ 2,546 SF±
<br />c
<br />2,072 SFt
<br />�'
<br />1613'44"
<br />0
<br />C7
<br />- tea/ LTJ CO
<br />yn
<br />CD
<br />22.19'
<br />C8
<br />38.00'
<br />W
<br />26.74'
<br />)--�
<br />5' PUE15.00'
<br />43'08'24"
<br />28.61'
<br />C10
<br />38.00'
<br />SEE DETAIL B
<br />21.99'
<br />15.00' SEE DETAIL C3'
<br />38.00'
<br />13'42'01"
<br />9.09'
<br />C12
<br />PU---------
<br />14'53'57"
<br />------- f--
<br />C13
<br />50.00'
<br />36'07'55"
<br />31.53'
<br />C14
<br />50.00'
<br />J 42.02'
<br />- - -- -37.00- -
<br />C15
<br />50.00'
<br />90 gg
<br />88
<br />C16
<br />�
<br />N85'59'45"E 105.40'
<br />28.10'
<br />C17
<br />C18
<br />C19
<br />C20
<br />2,327 SFt
<br />CD
<br />2,556 SFf
<br />46.86'
<br />32.80'
<br />18.75'
<br />3L36'
<br />w
<br />i7
<br />20.00'
<br />36_07'55"
<br />-
<br />o
<br />CD
<br />W
<br />c�d
<br />LJ O c,l
<br />K1 O
<br />Z
<br />Z
<br />r
<br />FW-
<br />s v_ ;n
<br />�FL-1
<br />h-�-1
<br />ice)
<br />O
<br />rL
<br />!•
<br />"'a�
<br />0
<br />HEMINGWAY LOOP
<br />N86'10'00"E 37.00' N86'10'00"E 42.00'
<br />o3zLd
<br />L!
<br />(PRIVATE STREET)
<br />CD
<br />U
<br />PARCEL J
<br />01 w
<br />J
<br />11,476 SFt
<br />CL
<br />W Lt (PUE,
<br />EVAE, PSSE, PSDE, PWE, PRE, PAE)
<br />N
<br />Lq
<br />d
<br />n
<br />r`'
<br />CV w
<br />�> 86
<br />87
<br />0 2,089 SF+
<br />2,281 SFz
<br />J
<br />1.x.00' 15.00'
<br />T-------,
<br />-------
<br />z
<br />a
<br />z /
<br />�'
<br />SEE DEFAL D
<br />�' N78'56'03"E(R)
<br />'-'
<br />v� /
<br />N85'59'45"E 107.34'
<br />------� --- 3/.00'----
<br />2SS 03•„/1 -4'2.3<1'----
<br />--22.07'--- 0. Ip. 1
<br />--- 31.00'----1
<br />�S9
<br />N85' 9'45"E 167.80'(T)
<br />/kJ / " _ EE DETA L E
<br />�0 PUS,
<br />SEE NOTE 5 TYP
<br />`J
<br />PARCEL C�0�00_
<br />N50'59"27°E(R)(CI�
<br />0 0
<br />i� 7 i
<br />LUCILLE AVENUE
<br />6,018 SI J_
<br />N5/ 42'05"W(R)TC1 1)
<br />o0
<br />(PRIVATE STREET) N85'59'45"E 167.80'(M -PL)
<br />\
<br />CJ
<br />A Ib
<br />In In
<br />17
<br />5 S
<br />(PUE, EVAE, PSSE,
<br />PSDL, PWE, PRE, PAE),;
<br />\
<br />2,484 SFt
<br />2,072 SFi
<br />N85'59'45"E 167.80'(T)
<br />I� _ 5' PUE
<br />v
<br />N Lo '
<br />O
<br />UI
<br />I 9
<br />8
<br />1
<br />N85'59'45"E 42.00'
<br />J=L, Z
<br />N85'59'45"E 3Z00'
<br />'19
<br />20
<br />SEP, SHEET
<br />16
<br />JOB IdO.0673 042
<br />N85°59'45"E 57.00'
<br />2,077 SFt 1;2
<br />26.38' - - - _C6
<br />R:_3,
<br />- -28.00'-C11-
<br />w
<br />2,0756SFt
<br />N85'59'45"E 37.00'
<br />21
<br />0
<br />CJ
<br />L
<br />/ l8
<br />DETAIL E
<br />NOT TO SCALE
<br />N85'59'45"E 42.15'
<br />6' PUE
<br />N12"13'29°E(R) 1
<br />- - J
<br />N45' 40'40"E(
<br />NOBEi�
<br />RADIUS
<br />LENCIH
<br />L1
<br />N42"243'35"W
<br />13
<br />'s
<br />✓
<br />22.81'
<br />2,077 SFt 1;2
<br />26.38' - - - _C6
<br />R:_3,
<br />- -28.00'-C11-
<br />w
<br />2,0756SFt
<br />N85'59'45"E 37.00'
<br />21
<br />0
<br />CJ
<br />L
<br />/ l8
<br />DETAIL E
<br />NOT TO SCALE
<br />N85'59'45"E 42.15'
<br />6' PUE
<br />N12"13'29°E(R) 1
<br />- - J
<br />N45' 40'40"E(
<br />N50'S1'51
<br />2i
<br />-- - -- 1
<br />N 17'112'16" W(R)
<br />15
<br />2,671 SFf I/ o
<br />f /
<br />6' PUE
<br />N85'59'45'[ 43,118
<br />2
<br />65.00'
<br />43-110H
<br />TRACT NO, 3978
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />BEING ALL OF PARCEL E OF TRACT NO. 3649
<br />FILED IN 1300K 4I OF MAPS AND PLATS AT PAGE 98,
<br />BEING A PORTION OF SECTIONS 16 AND 17
<br />TOWNSIIIP 2 SOUTH, RANGE 4 EAST,
<br />MOUNT DIABLO BASE AND MERIDIAN,
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />E
<br />� SAN RAMON - (925) 866-0322
<br />SACRAMENTO (916) 375-1877
<br />W W W.CUANDG.COM
<br />CIVIL ENGINEERS SURVEYORS • PLANNERS
<br />SCALE: I"= 20' SEPTEMBER 2019
<br />0' 10' 20' 40'
<br />GRAPHIC SCALE
<br />rLINE TABLE 1
<br />NOBEi�
<br />RADIUS
<br />LENCIH
<br />L1
<br />N42"243'35"W
<br />O'
<br />it
<br />✓
<br />22.81'
<br />L3
<br />N34'49'35"E
<br />6.40'
<br />aE
<br />NO3'50'00"W
<br />N04°00'15"W
<br />13.51'
<br />9.00'
<br />L6
<br />NOT50'00"W
<br />7.08'
<br />�U
<br />21.07'
<br />C5
<br />50.00'
<br /><,
<br />30.48'
<br />C6
<br />38.00'
<br />1613'44"
<br />0
<br />C7
<br />- tea/ LTJ CO
<br />yn
<br />CD
<br />22.19'
<br />C8
<br />38.00'
<br />40'19'05"
<br />26.74'
<br />C9
<br />38.00'
<br />43'08'24"
<br />28.61'
<br />C10
<br />N50'S1'51
<br />2i
<br />-- - -- 1
<br />N 17'112'16" W(R)
<br />15
<br />2,671 SFf I/ o
<br />f /
<br />6' PUE
<br />N85'59'45'[ 43,118
<br />2
<br />65.00'
<br />43-110H
<br />TRACT NO, 3978
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />BEING ALL OF PARCEL E OF TRACT NO. 3649
<br />FILED IN 1300K 4I OF MAPS AND PLATS AT PAGE 98,
<br />BEING A PORTION OF SECTIONS 16 AND 17
<br />TOWNSIIIP 2 SOUTH, RANGE 4 EAST,
<br />MOUNT DIABLO BASE AND MERIDIAN,
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />E
<br />� SAN RAMON - (925) 866-0322
<br />SACRAMENTO (916) 375-1877
<br />W W W.CUANDG.COM
<br />CIVIL ENGINEERS SURVEYORS • PLANNERS
<br />SCALE: I"= 20' SEPTEMBER 2019
<br />0' 10' 20' 40'
<br />GRAPHIC SCALE
<br />rLINE TABLE 1
<br />NOBEi�
<br />RADIUS
<br />LENCIH
<br />L1
<br />N42"243'35"W
<br />6.40'
<br />L2
<br />NO3'50'00"W
<br />22.81'
<br />L3
<br />N34'49'35"E
<br />6.40'
<br />L4
<br />L5
<br />NO3'50'00"W
<br />N04°00'15"W
<br />13.51'
<br />9.00'
<br />L6
<br />NOT50'00"W
<br />7.08'
<br />NOTES:
<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 />C4
<br />46.00'
<br />26'14'42"
<br />21.07'
<br />C5
<br />50.00'
<br />34'55'43"
<br />30.48'
<br />C6
<br />38.00'
<br />1613'44"
<br />10.76'
<br />C7
<br />38.00'
<br />33'27'12"
<br />22.19'
<br />C8
<br />38.00'
<br />40'19'05"
<br />26.74'
<br />C9
<br />38.00'
<br />43'08'24"
<br />28.61'
<br />C10
<br />38.00'
<br />33'09'35"
<br />21.99'
<br />C11
<br />38.00'
<br />13'42'01"
<br />9.09'
<br />C12
<br />50.00'
<br />14'53'57"
<br />13.00'
<br />C13
<br />50.00'
<br />36'07'55"
<br />31.53'
<br />C14
<br />50.00'
<br />21'13'57"
<br />18.53'
<br />C15
<br />50.00'
<br />25'40'49"
<br />22.41'
<br />C16
<br />46.00'
<br />35'00'19°
<br />28.10'
<br />C17
<br />C18
<br />C19
<br />C20
<br />50.00
<br />35.00'
<br />20.00'
<br />20.00'
<br />53'41'50"
<br />53'41'50"
<br />53'41'50"
<br />89'49'45"
<br />46.86'
<br />32.80'
<br />18.75'
<br />3L36'
<br />C21
<br />20.00'
<br />36_07'55"
<br />12.61'
<br />C22
<br />3_5.00'
<br />36'07'55"
<br />22.07'
<br />(M -PL)
<br />(M -PL)
<br />1. SEE SHEET 2 FOR ADDITIONAL NOTES
<br />2. SEE SIIEE f 3 FOR BASIS OF BEARINGS
<br />3. SEE SHEEP 3 FOR REFERENCES
<br />4. SEE SHEET 3 FOR LEGEND
<br />5. SEE DETAIL A ON SHEET 5 FOR TYPICAL 3' PUBLIC UTILITY EASEMENF DEFAIL
<br />6. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG AT THE
<br />1.0 F001 OFFSET ON LOT LINE PROJECTIONS AND RADIALLY AT RETURNS UNLESS
<br />0IHER'WISE NOTED, AND A e" REBAR AND CAP SHALL BE SET AT ALL
<br />NON -FRONTAGE CORNERS AND ANGLE POINTS, AS REQUIRED BY THE MOUNTAIN
<br />HOUSE COMMUNITY SERVICES DISTRICT DEVELOPMENT STANDARDS.
<br />7
<br />(2)`'' SHEET 9 OF 16
<br />
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