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<br />SEE SHEET I I SEE SHEET 10 TRACT NO, 3978
<br />7! 75 75 77 78 79 so SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />i LANGSTON
<br />__------__ --_- J L --
<br />N85'59'45"E 158 27'(T) N85'59'45"E 197.00'(T)
<br />S3'31'
<br />59
<br />J8-
<br />I
<br />57
<br />I
<br />'W(R)(G4)
<br />C
<br />I w 3' PUE---I
<br />2
<br />I
<br />--15.00' 15.00 o ((r S3 52 45 - 44
<br />-- V
<br />-------- 1 C�
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<br />I '2,392 SF± -CD2.604 SFf � 2,394 SFt 2,394 SFt �
<br />G)
<br />o 3' PUE -� z
<br />Q I
<br />N85'59'45"E 59.00' N85'59'45"E 62.00' w N85'59'45"E 57.00' N85'59'45"E 57.00' N
<br />41
<br />i
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<br />W w cJ O V' K CDiYn MJ O
<br />N 2,183 SFi =0 2,294 SFt L -A-
<br />2,109 SFt 2,109 SFS z
<br />rn[� I I
<br />v) o
<br />ZW
<br />�> 6' z
<br />U N85'59451 59.00' N85'59245"E 62.00' o 0 1 N85'59'45"E 57.00' N85'59'45"E 57.00'
<br />d -4- L
<br />nQp�4 Ln rI z z r S_EE NOTE 5 TYP�
<br />j I r' I O
<br />w z �
<br />55 50 47 42 N
<br />2,183 SFt 2,294 SFt "'cr2.109 SFtj 2,114 SFt
<br />I • :5' PUE I
<br />o I z If 3' PUE z x
<br />J
<br />LL I N85'5945"E 59.01' N85'59'45"E 62.00' I! N85°59'45"E 57.00' N85'59'45"E 58.54'
<br />I N69'37'03"E (R)
<br />00
<br />o o I o N39'08'09"E (R) c
<br />M c�
<br />56 a 49 -cD0 048 41
<br />- 15.00--- -
<br />15.00- L c-
<br />2,430 r 2,640 SFt
<br />SFi �_ 2,604 SFt N8359'4� E I 2,394 �F_ n_
<br />N39'03'36"E(R) CD
<br />22.00' �SEE E 6 TYP) ��
<br />I
<br />c''- a \ - ---- -- -- -- ---------------J J J L--------- -------------- - ----�
<br />3 15.55' I 23.25 50.71'_ 62.00' 22.00'57.00' 56.91'
<br />A=14'30'59"
<br />L=245.50'(T) o
<br />(M)(2) MCL
<br />I�
<br />1 N.) O
<br />115.55' (7)
<br />R=1000.00' N85'59'45"E (7)
<br />A=18'45'16°
<br />L=327.32'(M-BC)
<br />JOB NO. 0673-042
<br />S/
<br />N85'59'45"E 721.74'(T)
<br />PARCEL AA
<br />330 SF.E
<br />(PUE & PSDE)
<br />N85'59'45"E 852.10'(M -M)(7)
<br />-MAC7 NO, 3657(7)
<br />TP�I\C`T ,\10. 3649(2)
<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 />TOWNSH[P 2 SOUTH, RANGE 4 EAST,
<br />MOUNT DIABLO BASE AND MERIDIAN,
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />SAN RAMON (925) 866-0322
<br />SACRAMENTO (916) 375-1877
<br />W W W.CBANOG.COM
<br />CIVIL ENGINEERS SURVEYORS • PLANNERS
<br />SCALE: V- 20' SEPTEMBER 2019
<br />zww,
<br />h�9
<br />GRAPHIC SCALE
<br />LINE TABLE
<br />NO BEARING LENGTH
<br />Ll N04'00'15"W 15.00'
<br />C!
<br />N85 59 45 E 78.34 (T)
<br />PARCEL E4,748 SFf
<br />LUCILLE AVENUE
<br />M
<br />PARCEL D 6,021 Srt LUCILLE AVENUE
<br />W
<br />1 `21 60'(M -Br)
<br />`n
<br />_
<br />;PUE, EVAE, PSSE, PSDE, PWE, PRE, PAE)
<br />(PRIVATE STREET)
<br />0'28'30"
<br />(PRIVATE STREET)
<br />(PUE, EVAE, PSSE, PSDE, PWE, PRE, PAE)
<br />C4
<br />i
<br />CBS
<br />. '
<br />.
<br />C5
<br />20.00'
<br />-
<br />N85°59'4 "E 197.00'(PL-P_I
<br />27.57'
<br />C6
<br />C7
<br />C8
<br />o
<br />121'49'39"
<br />16'22'43"
<br />30'28'54"
<br />74.42'
<br />10.86'
<br />20.22'
<br />o
<br />0
<br />21.73' i
<br />N85'59'45°E z
<br />N85'59'45"E 158.27'(7)
<br />+
<br />o
<br />z
<br />ui
<br />N85'59'45"E 81.66'(T)
<br />39.00'
<br />62.00' 22.00'
<br />57.00' W
<br />57.00'
<br />S3'31'
<br />59
<br />J8-
<br />I
<br />57
<br />I
<br />'W(R)(G4)
<br />C
<br />I w 3' PUE---I
<br />2
<br />I
<br />--15.00' 15.00 o ((r S3 52 45 - 44
<br />-- V
<br />-------- 1 C�
<br />c
<br />I '2,392 SF± -CD2.604 SFf � 2,394 SFt 2,394 SFt �
<br />G)
<br />o 3' PUE -� z
<br />Q I
<br />N85'59'45"E 59.00' N85'59'45"E 62.00' w N85'59'45"E 57.00' N85'59'45"E 57.00' N
<br />41
<br />i
<br />w ,=0054 5 l v�� � 0 46 s 43 C
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<br />2,109 SFt 2,109 SFS z
<br />rn[� I I
<br />v) o
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<br />�> 6' z
<br />U N85'59451 59.00' N85'59245"E 62.00' o 0 1 N85'59'45"E 57.00' N85'59'45"E 57.00'
<br />d -4- L
<br />nQp�4 Ln rI z z r S_EE NOTE 5 TYP�
<br />j I r' I O
<br />w z �
<br />55 50 47 42 N
<br />2,183 SFt 2,294 SFt "'cr2.109 SFtj 2,114 SFt
<br />I • :5' PUE I
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<br />J
<br />LL I N85'5945"E 59.01' N85'59'45"E 62.00' I! N85°59'45"E 57.00' N85'59'45"E 58.54'
<br />I N69'37'03"E (R)
<br />00
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<br />M c�
<br />56 a 49 -cD0 048 41
<br />- 15.00--- -
<br />15.00- L c-
<br />2,430 r 2,640 SFt
<br />SFi �_ 2,604 SFt N8359'4� E I 2,394 �F_ n_
<br />N39'03'36"E(R) CD
<br />22.00' �SEE E 6 TYP) ��
<br />I
<br />c''- a \ - ---- -- -- -- ---------------J J J L--------- -------------- - ----�
<br />3 15.55' I 23.25 50.71'_ 62.00' 22.00'57.00' 56.91'
<br />A=14'30'59"
<br />L=245.50'(T) o
<br />(M)(2) MCL
<br />I�
<br />1 N.) O
<br />115.55' (7)
<br />R=1000.00' N85'59'45"E (7)
<br />A=18'45'16°
<br />L=327.32'(M-BC)
<br />JOB NO. 0673-042
<br />S/
<br />N85'59'45"E 721.74'(T)
<br />PARCEL AA
<br />330 SF.E
<br />(PUE & PSDE)
<br />N85'59'45"E 852.10'(M -M)(7)
<br />-MAC7 NO, 3657(7)
<br />TP�I\C`T ,\10. 3649(2)
<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 />TOWNSH[P 2 SOUTH, RANGE 4 EAST,
<br />MOUNT DIABLO BASE AND MERIDIAN,
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />SAN RAMON (925) 866-0322
<br />SACRAMENTO (916) 375-1877
<br />W W W.CBANOG.COM
<br />CIVIL ENGINEERS SURVEYORS • PLANNERS
<br />SCALE: V- 20' SEPTEMBER 2019
<br />zww,
<br />h�9
<br />GRAPHIC SCALE
<br />LINE TABLE
<br />NO BEARING LENGTH
<br />Ll N04'00'15"W 15.00'
<br />- CURVE TABLE
<br />NO RADIUS DELTA LENGTH
<br />Cl 20.00' 89'59'43" 31.41'
<br />L2
<br />N04'00'15"W
<br />15.00'
<br />C2
<br />26.00'
<br />46'56'26"
<br />21.30'
<br />C3
<br />969.00'
<br />0'28'30"
<br />8.03'
<br />C4
<br />26.00'
<br />47'56'54"
<br />21.76'
<br />C5
<br />20.00'
<br />7858'10
<br />27.57'
<br />C6
<br />C7
<br />C8
<br />35.00
<br />38.00'
<br />38.00'
<br />121'49'39"
<br />16'22'43"
<br />30'28'54"
<br />74.42'
<br />10.86'
<br />20.22'
<br />NOTES.
<br />11
<br />(M -BC)
<br />Op„ 1. SEE SHEET 2 FOR ADDITIONAL NOTES
<br />2, SEE SHEET 3 FOR BASIS OF BEARINGS
<br />X969' 3. SEE SHEET 3 FOR REFERENCES
<br />4. SEE SHEET 3 F OR LEGEND
<br />ti 5. SEE DETAIL A ON SHEET 5 FOR TYPICAL 3' PUBLIC UTILITY
<br />Pi\R( r L Z EASEMENT DETAIL
<br />6. SEE DETAIL B ON SHEET 5 FOR TYPICAL 6' PUBLIC UTILITY
<br />EASEMENT DETAIL
<br />7. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG
<br />AI- THE 1.0 FOOT OFFSET ON LOT LINE PROJECTIONS AND RADIALLY AT
<br />RETURNS UNLESS OTHERWISE NOTED, AND A 8" REBAR AND CAP SHALL BE
<br />SET AT ALL NON -FRONTAGE CORNERS AND ANGLE POINTS, AS REQUIRED
<br />BY THE MOUNTAIN HOUSE COMMUNITY SERVICES DISTRICT DEVELOPMENT
<br />STANDARDS.
<br />(2)
<br />SHEET 14 OF 16 1
<br />
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