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<br />41 f I
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<br />SEE SHEET 14
<br />JOB NO. 0673-042
<br />N86°10'00"E 37.00' I N86°10'00"E 37.17' N8'L'59b3°E I __- _ �� -�
<br />20.03' �i( 786'1000' E 37.00' 786'10 00 E 57.00 786'1000 E 37.00' 786'10 00"E /.00'
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<br />N86'10'00"E 37.00'
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<br />22.83'
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<br />786'10'00"E 121.64'(")
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<br />41 f I
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<br />SEE SHEET 14
<br />JOB NO. 0673-042
<br />N86°10'00"E 37.00' I N86°10'00"E 37.17' N8'L'59b3°E I __- _ �� -�
<br />20.03' �i( 786'1000' E 37.00' 786'10 00 E 57.00 786'1000 E 37.00' 786'10 00"E /.00'
<br />Ll °�N55'17'35"W
<br />N86'10'00"E 37.00'
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<br />N5'59 45"E
<br />22.83'
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<br />44
<br />77 =
<br />78
<br />79
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<br />101 SF
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<br />N85'59'45"E 81.66'(T)
<br />---
<br />41 f I
<br />I
<br />I
<br />I
<br />SEE SHEET 14
<br />JOB NO. 0673-042
<br />N86°10'00"E 37.00' I N86°10'00"E 37.17' N8'L'59b3°E I __- _ �� -�
<br />20.03' �i( 786'1000' E 37.00' 786'10 00 E 57.00 786'1000 E 37.00' 786'10 00"E /.00'
<br />TACT NO. 3978
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />z v_ SEE NOTE 5 (TYP
<br />SEE DETAIL C 11)
<br />-L1- ! --- L----
<br />- - -37.00'- -- - - -- - - -37.00'- -- - --20.00'- - - -37.00 - - - - - -- -37.00'- - 37.00'- - - 3-7.00'-
<br />N85'59'45"E 197.00'(")
<br />PARCEL 785'59'45°E 167.80'(")
<br />o
<br />6,021 SF1 PARCEL C LUC,ILLE AVP,NUE;
<br />(PUE, EVAE, PSSE, PSDE, PWE, PRE, f AE) - _ - zr - - _ - - - —,�
<br />785°59'45"E 197.00'(PL PL) 6,018 SFt N85°59'45"E 167.80'(M -PL) (PRIVATE STREET)
<br />n (PUE, EVAE, PSSE, PSDE, PWE, PRE, PAE)
<br />N85'59'45"E 82.51'(1-) z N85'59'45"E 167.80'(1) -
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<br />HAIKU LOOP
<br />------------
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<br />I
<br />NOTES
<br />2
<br />BEING ALL OF PARCEL L OI IRACI NO 36.19
<br />FILED IN BOOK 41 OF MAPS AND PLATS AT PAGE 98,
<br />BEING A°PORTIOti' OF SECTIONS 16 AND 17
<br />TOWNSHIP 2 SOU TIT, RANGE 4 EAST,
<br />MOUNT DI1BLO }SASE AND MERIDIAN,
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />SAN RAMON (925) 866-0322
<br />Ec 1 SACRAMENTO (916) 375-1877
<br />W W W.C©ANUG.COM
<br />CIVIL ENGINEERS . SURVEYORS PLANNERS
<br />SCALE: I" = 20' SEPTEMBER 2019
<br />Ll °�N55'17'35"W
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<br />L'L
<br />N5'59 45"E
<br />22.83'
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<br />2,075 SFi
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<br />2,097 SFt
<br />o
<br />2,093 SFf
<br />n
<br />4
<br />r,
<br />ry
<br />TACT NO. 3978
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />z v_ SEE NOTE 5 (TYP
<br />SEE DETAIL C 11)
<br />-L1- ! --- L----
<br />- - -37.00'- -- - - -- - - -37.00'- -- - --20.00'- - - -37.00 - - - - - -- -37.00'- - 37.00'- - - 3-7.00'-
<br />N85'59'45"E 197.00'(")
<br />PARCEL 785'59'45°E 167.80'(")
<br />o
<br />6,021 SF1 PARCEL C LUC,ILLE AVP,NUE;
<br />(PUE, EVAE, PSSE, PSDE, PWE, PRE, f AE) - _ - zr - - _ - - - —,�
<br />785°59'45"E 197.00'(PL PL) 6,018 SFt N85°59'45"E 167.80'(M -PL) (PRIVATE STREET)
<br />n (PUE, EVAE, PSSE, PSDE, PWE, PRE, PAE)
<br />N85'59'45"E 82.51'(1-) z N85'59'45"E 167.80'(1) -
<br />L'2
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<br />rF F (.��' r L f\/f
<br />1\�.
<br />HAIKU LOOP
<br />------------
<br />I
<br />I >J 1
<br />i
<br />i
<br />I
<br />NOTES
<br />2
<br />BEING ALL OF PARCEL L OI IRACI NO 36.19
<br />FILED IN BOOK 41 OF MAPS AND PLATS AT PAGE 98,
<br />BEING A°PORTIOti' OF SECTIONS 16 AND 17
<br />TOWNSHIP 2 SOU TIT, RANGE 4 EAST,
<br />MOUNT DI1BLO }SASE AND MERIDIAN,
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />SAN RAMON (925) 866-0322
<br />Ec 1 SACRAMENTO (916) 375-1877
<br />W W W.C©ANUG.COM
<br />CIVIL ENGINEERS . SURVEYORS PLANNERS
<br />SCALE: I" = 20' SEPTEMBER 2019
<br />1. SEE SHEET 2 FOR ADDITIONAL NOTES
<br />2. SEE SHEET 3 FOR BASIS OF BEARINGS
<br />3. SEE SHEEP 3 FOR REFERENCES
<br />4. SEE SHEE1 3 FOR LEGEND
<br />5. SEE DETAIL A ON SHEET 5 FOR TYPICAL Y PUBLIC UTILITY EASEMENT OEFAIL
<br />6. ALL FROFF CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG AF !HE 1.0 FOOT OFFSET ON
<br />LOT LINE PROJECTIONS AND RADIALLY AF RETURNS UNLESS OTHERWISE NOTED, AND A g" REBAR AND CAP
<br />SHALL BE SET AT ALL NON -FRONTAGE CORNERS AND ANGLE POINTS, AS REQUIRED BY THE MOUNTAIN
<br />HOUSE COMMUNITY SERVICES DISTRICT DEVELOPMENT STANDARDS.
<br />GRAPHIC SCALE
<br />LINE TABLE
<br />N0 BEARING LENCTH
<br />Ll °�N55'17'35"W
<br />- -,,
<br />L'L
<br />N5'59 45"E
<br />22.83'
<br />L3
<br />N47*20'10E
<br />6.40'
<br />LL1
<br />2 9 W
<br />L�
<br />c/U
<br />✓ LL,
<br />IJ
<br />SEF? SHEET 15
<br />1. SEE SHEET 2 FOR ADDITIONAL NOTES
<br />2. SEE SHEET 3 FOR BASIS OF BEARINGS
<br />3. SEE SHEEP 3 FOR REFERENCES
<br />4. SEE SHEE1 3 FOR LEGEND
<br />5. SEE DETAIL A ON SHEET 5 FOR TYPICAL Y PUBLIC UTILITY EASEMENT OEFAIL
<br />6. ALL FROFF CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG AF !HE 1.0 FOOT OFFSET ON
<br />LOT LINE PROJECTIONS AND RADIALLY AF RETURNS UNLESS OTHERWISE NOTED, AND A g" REBAR AND CAP
<br />SHALL BE SET AT ALL NON -FRONTAGE CORNERS AND ANGLE POINTS, AS REQUIRED BY THE MOUNTAIN
<br />HOUSE COMMUNITY SERVICES DISTRICT DEVELOPMENT STANDARDS.
<br />GRAPHIC SCALE
<br />LINE TABLE
<br />N0 BEARING LENCTH
<br />Ll °�N55'17'35"W
<br />6.40'
<br />L'L
<br />N5'59 45"E
<br />22.83'
<br />L3
<br />N47*20'10E
<br />6.40'
<br />J
<br />ct �
<br />I
<br />L—_
<br />T 7-
<br />94 1 PARCEL MM
<br />PARCEL NN
<br />DETAIL B
<br />NOi TO SCALE
<br />DETAIL C
<br />NO I TO SCALE
<br />82
<br />L• -
<br />SHEET 10 OF 16 1
<br />
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