|
(7)q
<br />r,}"I/ - -
<br />nl �
<br />1I -4y
<br /><o i
<br />28 -1
<br />DETAIL C
<br />NOf i0 SCALE
<br />JOB 1,10.0673-042
<br />3' PUE
<br />I
<br />5
<br />PU19
<br />E I
<br />I
<br />N52 -26'19"E (R)
<br />R
<br />DETAIL D
<br />NOT TO SCALE
<br />N85'59'451 852.10'(M -M) (7)
<br />PARCEL D
<br />-r�`AC-1, ; ». »L! c rJ
<br />w
<br />ice)
<br />2'31 E 24
<br />PU' DETAIL E
<br />NOT TO SCALE
<br />65.00' (2)
<br />86`10'00"E 15.00'
<br />65.00' (2)
<br />23
<br />DETAIL F
<br />NOT TO SCALE
<br />ncn
<br />cr>
<br />s
<br />TRACT NO, 3978
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />LANGSTON
<br />BEING ALL OF PARCEL E OF TRACT NO. 3649
<br />FILED IN [BOOK 41 OF MAPS AND PLATS A'C PAGE 98,
<br />BEING A POR'I'ION OF SECTIONS 16 AND 17
<br />'FOWNSHIP 2 SOU CII, RANGE 4 EAS'C,
<br />MOUN'I' DIABLO BASE AND MERIDIAN,
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />SAN RAM (925) 866-0322
<br />9§ 1 SACRAMEN-1-I-O • (916) 375-1877
<br />W W W.CBANDG.COM
<br />CIVIL ENGINEERS • SURVEYORS PLANNERS
<br />SCALE: I" - 20' SEPTEMBER 2019
<br />20' 0' 10' 20' 40' 80'
<br />LINE TABLE
<br />LUCILLE
<br />AVENUE
<br />LENGTH
<br />L1
<br />N85'59'451
<br />12.35'
<br />L2
<br />SEE SHEET 9
<br />17.00'
<br />L3
<br />T104'00'1 5"W
<br />15.00'
<br />I.4
<br />N04'00'1 5"W
<br />(PRIVATE
<br />STREET)
<br />N57'42'05"W
<br />15.00'
<br />15
<br />22.41'
<br />C5
<br />46.00'
<br />35'00'19"
<br />28.10'
<br />C6
<br />/
<br />90'00'00"
<br />15.71'
<br />(PUE,
<br />EVAE,
<br />PSSE, PSDE, PWE, PRE, PAE) SATN50"59'27"E(�L5)
<br />15.71'
<br />C8
<br />24.00'
<br />29'35'16"
<br />12.39'
<br />C9
<br />44.00'
<br />5'59'07"
<br />4.60'
<br />C10
<br />50.00'
<br />28'01'02"
<br />- -
<br />N85'5945E
<br />99.80'(PL BC)
<br />13'05'47"
<br />53'41'50"
<br />10.05'
<br />32.80'
<br />N 1'42'05"W(R)(C3)
<br />6,018
<br />SFiPARCEL
<br />o�
<br />C
<br />N85'59'45"E
<br />167.80'(7)
<br />10
<br />17
<br />16
<br />is
<br />C1`011
<br />31.80'
<br />_
<br />- - -
<br />r
<br />T-
<br />N32'01'1 /'W(K�(C3
<br />��
<br />SEE DETAIL C
<br />o
<br />N56'24'30'E(R)(C8)
<br />28
<br />I
<br />� N85X9'45"E 42.00'
<br />N85'59'45"E 37.00'
<br />N85'59'450'E 37.00'
<br />N83'45E 43.18'
<br />.�,i
<br />29
<br />2,504 SFi
<br />6' PUE---/
<br />--
<br />(!
<br />C:�
<br />/
<br />N85'59'45"E 58.41'
<br />19
<br />20
<br />21
<br />s
<br />22
<br />U
<br />z
<br />2,331 SFt
<br />2,072 SFS
<br />2,072 SFs
<br />2,413 SFi n
<br />o
<br />✓
<br />27
<br />0
<br />W
<br />(�-
<br />7
<br />s
<br />'-5' PUE
<br />U
<br />z
<br />O
<br />z
<br />O
<br />z
<br />.+
<br />Q
<br />JJ
<br />2,161 SFi
<br />U
<br />i SEE DETAIL D
<br />o SEE NOTE 5 iYP
<br />r
<br />L----
<br />-- -J/
<br />o
<br />G
<br />r'�
<br />C6, 3'2.00'- - --
<br />------
<br />37.00'- - -
<br />7.00'- - - -
<br />37.00'-
<br />- -
<br />43.02'- Ll
<br />(
<br />;2
<br />;2
<br />N85'59'45"E 136.67'
<br />ro 1/
<br />o
<br />�o_
<br />HUGHES PLACE
<br />t❑L1
<br />� LIA
<br />�
<br />N85'59'45"E 58.41'
<br />o
<br />z
<br />(PRIVATE SIREET)
<br />7,323 SFi
<br />w n_
<br />w v� -
<br />"' J i w
<br />r�
<br />(PUE, EVAE, PSSE, PSDE, PWE, PRE, PAE)
<br />z
<br />J
<br />26
<br />o
<br />N85'59'45"E 80.69'
<br />N85'59'45"E I_
<br />CJl
<br />n
<br />2,161 SF t
<br />�� 33.00- -
<br />-
<br />- - -44.76' - L_ s
<br />19.97'--
<br />o
<br />---
<br />DETAIL E
<br />SEE DETAIL F 2.93'
<br />0 3' PUE-=i
<br />z
<br />-/RAE
<br />--3'PUE
<br />a> N85'59'45"E 36.00'
<br />r I o AI
<br />z
<br />o
<br />M
<br />N85'59'45"E 58.41'
<br />o
<br />ir,
<br />.f 24
<br />23 o PARCEL VY
<br />2,415 SFi n
<br />0
<br />o
<br />2,602 SF± o
<br />2,638 SFi o N22'54'54"W (R)
<br />25
<br />0
<br />CD
<br />N16 -55'47"W (R)
<br />5' WALL
<br />N
<br />z
<br />CD-
<br />J EASEMENT
<br />�, w
<br />2,453 SI -i
<br />N85'59'45"E
<br />w z
<br />_ T
<br />- Lj
<br />J
<br />7�j
<br />SEE NOTE 6 TYP)_
<br />22.00'
<br />��1� C2 N86'10'00"E 33.31' (M)(2)
<br />-.
<br />_ _ _Imo'
<br />- -
<br />34.76'
<br />58.41'
<br />2200'.
<br />/ /43.
<br />N85'59'45"E 721.74'(7) (M)(2)
<br />s' W
<br />PARCEL X
<br />I
<br />330 SFi
<br />PHELPS DRIVE
<br />-NO3'50'00"W(R) 8.94'
<br />(M)(2)
<br />(PUE & PSDE)
<br />(7)q
<br />r,}"I/ - -
<br />nl �
<br />1I -4y
<br /><o i
<br />28 -1
<br />DETAIL C
<br />NOf i0 SCALE
<br />JOB 1,10.0673-042
<br />3' PUE
<br />I
<br />5
<br />PU19
<br />E I
<br />I
<br />N52 -26'19"E (R)
<br />R
<br />DETAIL D
<br />NOT TO SCALE
<br />N85'59'451 852.10'(M -M) (7)
<br />PARCEL D
<br />-r�`AC-1, ; ». »L! c rJ
<br />w
<br />ice)
<br />2'31 E 24
<br />PU' DETAIL E
<br />NOT TO SCALE
<br />65.00' (2)
<br />86`10'00"E 15.00'
<br />65.00' (2)
<br />23
<br />DETAIL F
<br />NOT TO SCALE
<br />ncn
<br />cr>
<br />s
<br />TRACT NO, 3978
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />LANGSTON
<br />BEING ALL OF PARCEL E OF TRACT NO. 3649
<br />FILED IN [BOOK 41 OF MAPS AND PLATS A'C PAGE 98,
<br />BEING A POR'I'ION OF SECTIONS 16 AND 17
<br />'FOWNSHIP 2 SOU CII, RANGE 4 EAS'C,
<br />MOUN'I' DIABLO BASE AND MERIDIAN,
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />SAN RAM (925) 866-0322
<br />9§ 1 SACRAMEN-1-I-O • (916) 375-1877
<br />W W W.CBANDG.COM
<br />CIVIL ENGINEERS • SURVEYORS PLANNERS
<br />SCALE: I" - 20' SEPTEMBER 2019
<br />20' 0' 10' 20' 40' 80'
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L1
<br />N85'59'451
<br />12.35'
<br />L2
<br />N04'005"W
<br />17.00'
<br />L3
<br />T104'00'1 5"W
<br />15.00'
<br />I.4
<br />N04'00'1 5"W
<br />15.00'
<br />15
<br />N57'42'05"W
<br />15.00'
<br />GRAPHIC SCALE
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C1
<br />44.00'
<br />19'04'54"
<br />14.65'
<br />C2
<br />56.00'
<br />19°04'54"
<br />18.65'
<br />C3
<br />50.00'
<br />53'41'50"
<br />46.86'
<br />C4
<br />50.00'
<br />25'40'48"
<br />22.41'
<br />C5
<br />46.00'
<br />35'00'19"
<br />28.10'
<br />C6
<br />10.00'
<br />90'00'00"
<br />15.71'
<br />C7
<br />10.00'
<br />90`00'00"
<br />15.71'
<br />C8
<br />24.00'
<br />29'35'16"
<br />12.39'
<br />C9
<br />44.00'
<br />5'59'07"
<br />4.60'
<br />C10
<br />50.00'
<br />28'01'02"
<br />1-24.45'
<br />C11
<br />C12
<br />44.00'
<br />35.00'
<br />13'05'47"
<br />53'41'50"
<br />10.05'
<br />32.80'
<br />(M)(2)
<br />(M)(2)
<br />(M -M)
<br />(2)
<br />\' OTE
<br />L \OTES.
<br />i. SEE SHEET 2 FOR ADDFIIONAL NO"IES
<br />2. SEE SHEET 3 FOR BASIS OF HEARINGS
<br />3. SEE SHEET 3 FOR REFERENCES
<br />4. SEE SHEET 3 FOR LEGEND
<br />5. SEE DETAIL A ON SHEET 5 1 -OR TYPICAL 3' PUBLIC UTILITY EASEMENT DETAIL
<br />6. SEE DETAIL B ON SHEET 5 FOR TYPICAL 6' PUBLIC U IILITY EASEMENT DETAIL
<br />7. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAC AT THE 1.0 FOOT
<br />OFFSET ON LOT LINE PROJECTIONS AND RADIALLY AT RETURNS UNLESS OTHERWISE NOTED, AND A
<br />g" 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 />SHEET 16 OF 16 1
<br />�f 3-II�O
<br />
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