|
(2)�
<br />65'
<br />I
<br />16
<br />003
<br />0
<br />CD
<br />z
<br />PARCEL 0
<br />555 SFt
<br />(PUE, PSDE)
<br />0
<br />MILLAY LOOP
<br />(PRIVATE STREET)
<br />N41'10'00"E(R) PARCEL QQ SEE SHEET 13
<br />N82'24'
<br />_____26.00'-
<br />N12'59'35"E(R)
<br />I
<br />I w
<br />IL
<br />I
<br />M
<br />IL
<br />I CD
<br />0
<br />28 3 29
<br />C>
<br />2,770 Sft 2,241 SFt
<br />M
<br />I Z
<br />I
<br />I
<br />I
<br />N86'10'00"E 42.00' N86'10'00"E 37.00'
<br />I
<br />I
<br />I� 6' PUE
<br />I o
<br />I
<br />35 34
<br />o
<br />2,352 SFt 'o0 2,072 SFt
<br />;n
<br />M
<br />0
<br />I Z M
<br />I
<br />L--42.00'---- -�--37.00'---
<br />L8 N86'1(
<br />r_: o HAMMETT PLACE
<br />M N
<br />\ 3 (PRIVATE STREET)
<br />N86'10'00"E
<br />109.54'
<br />0
<br />37.00'-----
<br />)884
<br />0
<br />r 46.54'.---
<br />PSDE, PWE, PRE, PAE)
<br />a
<br />7.50'
<br />I 5' PUE
<br />SEE DETAIL B
<br />1
<br />oo
<br />PSDE 1 1
<br />331.57'(T)
<br />\ Cii
<br />NO3'50'00"W
<br />g°
<br />11,
<br />32
<br />N8610'00"E
<br />19.00'
<br />23_57'
<br />NO3'50'00"W
<br />14.89'
<br />`Vv
<br />N5618'22"W R)(C6
<br />56.00'
<br />40
<br />"'
<br />N60 -05'19"E (R)(R=50.00 /
<br />3 30
<br />I
<br />I
<br />a
<br />31
<br />v
<br />;n
<br />3' PUE �I
<br />Z
<br />42
<br />I--3' PUE
<br />I
<br />0 2,235 SFt
<br />o
<br />o
<br />o
<br />2,742 SFt
<br />o
<br />n
<br />o
<br />J
<br />2 465 SFt
<br />N68'50'49"W R CI
<br />z
<br />I
<br />I
<br />Cl
<br />N331755E R R=
<br />III
<br />o�
<br />`r W
<br />N86'10'00"E 37.00' N8610'00"E 42.00'
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<br />a i l ori
<br />Ilk c ��
<br />oN86'10'00"E 355.00'(T) N
<br />o 0
<br />Sy o 63 E3
<br />U
<br />CEL D'
<br />ClCD N8610'00"E 140.00'
<br />o -----47.00'----Z --37.00'----
<br />- - z SEE DETAIL B
<br />I
<br />L1
<br />0
<br />36 3 37
<br />3 I 2,593 SFt o 2,213 SFt
<br />I
<br />o p
<br />p I M
<br />C.z
<br />cD
<br />Z I N15'15'28'E(R)
<br />L!-_- 5' WALL EASEMENT - _ _
<br />C10 �
<br />N86'10'00"E 33.29' C2 Cg, i, .1R nn'
<br />I
<br />i
<br />JOB NO. 673-062 (D.D. SHEET NO. 51
<br />N1
<br />I N86'1
<br />j
<br />0
<br />(PUE, EVAE, PSSE,
<br />)884
<br />0
<br />0
<br />o
<br />PSDE, PWE, PRE, PAE)
<br />a
<br />7.50'
<br />o
<br />N8610'00"E
<br />1
<br />oo
<br />z N8610'00"E
<br />331.57'(T)
<br />\ Cii
<br />NO3'50'00"W
<br />33
<br />32
<br />N8610'00"E
<br />19.00'
<br />23_57'
<br />NO3'50'00"W
<br />14.89'
<br />3 zN86'10'00"E
<br />-
<br />56.00'
<br />40
<br />"'
<br />I
<br />o
<br />I
<br />I
<br />a
<br />24.00'
<br />v
<br />;n
<br />3' PUE �I
<br />Z
<br />42
<br />I--3' PUE
<br />I
<br />o
<br />r -
<br />o
<br />o
<br />SES
<br />I
<br />a41
<br />J
<br />o
<br />n
<br />o
<br />J
<br />2 465 SFt
<br />38
<br />O
<br />/I
<br />ClCD N8610'00"E 140.00'
<br />o -----47.00'----Z --37.00'----
<br />- - z SEE DETAIL B
<br />I
<br />L1
<br />0
<br />36 3 37
<br />3 I 2,593 SFt o 2,213 SFt
<br />I
<br />o p
<br />p I M
<br />C.z
<br />cD
<br />Z I N15'15'28'E(R)
<br />L!-_- 5' WALL EASEMENT - _ _
<br />C10 �
<br />N86'10'00"E 33.29' C2 Cg, i, .1R nn'
<br />I
<br />i
<br />JOB NO. 673-062 (D.D. SHEET NO. 51
<br />N1
<br />I N86'1
<br />j
<br />>
<br />i
<br />cl
<br />-r 3
<br />x
<br />o "o
<br />C)
<br />a
<br />7.50'
<br />o
<br />N8610'00"E
<br />(PUE, EVAE, PSSE,C�
<br />oo
<br />W
<br />o
<br />z
<br />NO3'50'00"W
<br />33
<br />32
<br />N8610'00"E
<br />19.00'
<br />o
<br />NO3'50'00"W
<br />14.89'
<br />3 zN86'10'00"E
<br />cy Z
<br />- - L6
<br />56.00'
<br />40
<br />"'
<br />I
<br />2,072 SFt
<br />b 2,331 SFt
<br />L3
<br />24.00'
<br />24'59'11"
<br />;n
<br />3' PUE �I
<br />Z
<br />J
<br />I--3' PUE
<br />I
<br />o
<br />r -
<br />o
<br />o
<br />SES
<br />I
<br />a41
<br />J
<br />o
<br />n
<br />o
<br />o
<br />^'
<br />lo
<br />38
<br />O
<br />cl Loz
<br />3
<br />I
<br />I
<br />N86'10'00"E 56.00'
<br />2,072 SFt
<br />on
<br />I
<br />1-3' PUE
<br />I
<br />----37.00'----
<br />-�-32.00'-
<br />ooD
<br />v
<br />I
<br />I
<br />z
<br />`
<br />Z
<br />133.00'
<br />ClCD N8610'00"E 140.00'
<br />o -----47.00'----Z --37.00'----
<br />- - z SEE DETAIL B
<br />I
<br />L1
<br />0
<br />36 3 37
<br />3 I 2,593 SFt o 2,213 SFt
<br />I
<br />o p
<br />p I M
<br />C.z
<br />cD
<br />Z I N15'15'28'E(R)
<br />L!-_- 5' WALL EASEMENT - _ _
<br />C10 �
<br />N86'10'00"E 33.29' C2 Cg, i, .1R nn'
<br />I
<br />i
<br />JOB NO. 673-062 (D.D. SHEET NO. 51
<br />N1
<br />I N86'1
<br />f N86'10'00"E 797.20'(T)
<br />31
<br />ao
<br />0 0
<br />SIN
<br />ZI
<br />I
<br />146.00'
<br />N8610'00"E 644.00'(M -M)
<br />943.20'(T)
<br />PHELPS DRIVE
<br />43- 181 M
<br />TRACT NO. 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 />MOUNT DIABLO BASE AND MERIDIAN,
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />C b SAN RAMON - 16
<br />(9) 866-0322
<br />SACRAMENTO (916) 375-18771877
<br />W W W.9 1 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 />PARCEL PP 3
<br />7,546 SFt o
<br />i
<br />N86'10'00'E 56.00'
<br />N8610'00"E
<br />x
<br />L2
<br />NO3'50'00"W
<br />7.50'
<br />L3
<br />N8610'00"E
<br />(PUE, EVAE, PSSE,C�
<br />I
<br />SEE DETAIL C
<br />o
<br />W
<br />NO3'50'00"W
<br />5.11'
<br />PSDE, PWE, PRE, PAE)
<br />N8610'00"E
<br />19.00'
<br />o
<br />NO3'50'00"W
<br />14.89'
<br />- 37.00'-
<br />cy Z
<br />- - L6
<br />0
<br />40
<br />"'
<br />50.00'
<br />2647'24"
<br />23.38'
<br />L3
<br />24.00'
<br />24'59'11"
<br />10.47'
<br />J
<br />a
<br />M
<br />4'55'23"
<br />o
<br />o
<br />C10
<br />2,072 SFt
<br />o
<br />n
<br />o
<br />r
<br />lo
<br />38
<br />O
<br />cl Loz
<br />3
<br />I
<br />I
<br />N86'10'00"E 56.00'
<br />20.00'
<br />90'00'00"
<br />I
<br />1-3' PUE
<br />I
<br />3 o
<br />0 2,238 SFt o
<br />Cl
<br />50.00'
<br />22'19'27"
<br />o
<br />Z
<br />C14
<br />`
<br />Z
<br />I
<br />39
<br />C15
<br />38.00'
<br />28'10'25"
<br />18.69'
<br />L4
<br />M
<br />o
<br />�I J
<br />Lo
<br />J 22.00'
<br />�i
<br />2,447 SFf
<br />a
<br />o
<br />37.00'
<br />N86'10'00"E
<br />PARCEL N r -
<br />I
<br />"'
<br />0'00"E
<br />55.00'
<br />1,469 SFt (PUE, PSDE, PWE) J
<br />L -
<br />- - - - - - - - - - -
<br />f N86'10'00"E 797.20'(T)
<br />31
<br />ao
<br />0 0
<br />SIN
<br />ZI
<br />I
<br />146.00'
<br />N8610'00"E 644.00'(M -M)
<br />943.20'(T)
<br />PHELPS DRIVE
<br />43- 181 M
<br />TRACT NO. 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 />MOUNT DIABLO BASE AND MERIDIAN,
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />C b SAN RAMON - 16
<br />(9) 866-0322
<br />SACRAMENTO (916) 375-18771877
<br />W W W.9 1 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 />N8610'00"E
<br />15.00'
<br />L2
<br />NO3'50'00"W
<br />7.50'
<br />L3
<br />N8610'00"E
<br />17.00'
<br />L4
<br />N8610'00"E
<br />17.00'
<br />L5
<br />NO3'50'00"W
<br />5.11'
<br />L6
<br />N8610'00"E
<br />19.00'
<br />L7
<br />NO3'50'00"W
<br />14.89'
<br />L8
<br />N86'10'00"E
<br />15.00'
<br />3.00' 3.00'
<br />w � =>w w
<br />a a
<br />a a
<br />M ID in
<br />N86'10'0)"E 133.00'
<br />DETAIL A
<br />NOT TO SCALE
<br />a=a
<br />a-
<br />- ih
<br />3.001-
<br />L
<br />t3.00'
<br />DETAIL B
<br />NOT TO SCALE
<br />N(1TFC-
<br />90'00'00"
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />Cl
<br />38.00'
<br />90'00'00"
<br />59.69'
<br />C2
<br />56.00'
<br />19'05'28"
<br />18.66'
<br />C3
<br />44.00'
<br />19'05'28"
<br />14.66'
<br />C4
<br />3.00'
<br />90'00'00"
<br />4.71'
<br />C5
<br />10.00'
<br />90'00'00"
<br />15.71'
<br />C6
<br />46.00'
<br />37'31'38"
<br />30.13'
<br />C7
<br />50.00'
<br />2647'24"
<br />23.38'
<br />C8
<br />24.00'
<br />24'59'11"
<br />10.47'
<br />C9
<br />56.00'
<br />4'55'23"
<br />4.81'
<br />C10
<br />56.00'
<br />1410'05"
<br />13.85'
<br />Cll
<br />50.00'
<br />37'07'55"
<br />32.40'
<br />C12
<br />20.00'
<br />90'00'00"
<br />31.42'
<br />C13
<br />50.00'
<br />22'19'27"
<br />19.48'
<br />C14
<br />38.00'
<br />16'49'35"
<br />11.16'
<br />C15
<br />38.00'
<br />28'10'25"
<br />18.69'
<br />3' PUE
<br />o
<br />L 5' PUE
<br />3
<br />3.00,
<br />=_3
<br />o i�-3.00
<br />F_ tj 5' PUE
<br />Z
<br />1-3' PUE
<br />DETAIL C
<br />NOT TO SCALE
<br />(T)
<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. SHEET 14 OF 17
<br />4iow:l1v m i
<br />
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