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64 <br />i <br />DETAIL B <br />NOT TO SCALE <br />I4NIMrRSVI LI JOINT <br />1UINI iLlf- D SCi-1001 <br />DISTRICT NJ <br />0J -C 3 <br />63 <br />DETAIL C <br />- NOT TO SCALE <br />/ I ARCEL L <br />4-84 SFt <br />(PUE & PSDE) <br />7To=- <br />�t <br />62 62 I <br />PUE <br />DETAIL, D <br />NOT TO SCALE <br />/ <br />Ci J J <br />a � <br />tip• � <br />O G, <br />61 <� <br />�PUE <br />^i� <br />DETAIL E <br />NOT TO SCALE <br />SEE SHEET 12 <br />F, FP Aj J5 <br />0]°� 620 -- <br />� <br />SEE DETAIL 8 3 ASF r N86'00OZE33.46' <br />p BRUSH PLACE (PRIVATE STREET) <br />ko <br />64 <br />/ ��6° 3,255 SFt o <br />C2 <br />j C9 <br />SEE DETAIL C / <br />PARCEL O 9,264 5Fi <br />N86'00'02"E 33.46' <br />i <br />�010- <br />N2'52'53"E (R) l <br />SEE DETAIL D <br />I <br />h - <br />w <br />Of <br />n <br />F) 0 <br />N86'00'02"E 60.00' <br />59 <br />2,220 SFt <br />N86'00'02"E 60.00' <br />JLL NUIL <br />S�9 2,713 SFf �� o%' 2,671 SFt o 1 <br />58CD <br />61201 ��� o I 2,220 SFt <br />5 <br />I � I <br />A. I 91 <br />N86`00'02"E 77.10' 3' PILE <br />PARCEL CC '��" 1 I- <br />,�a � N86'00'02"E 60.00' <br />\ 3,278 SF± <br />/ N14 -4501"E (R) - N6'1S50"E (R) a 6 I �: I <br />NO°29'13"W(R) <br />I <br />I <br />I <br />� <br />I •j ' <br />� <br />W <br />"1-n <br />E N86'00'02" <br />_- <br />- 57 <br />I <br />O� <br />J <br />w <br />I <br />I <br />� <br />D_ <br />Ll <br />12 <br />N0`49'02"E (R)\ <br />Ld <br />Cl <br />C2 <br />N4WRA-5° 634 C- <br />8; <br />107'18'40" <br />31'49'22" <br />R=969.00'9T L=91.55' <br />A=14°30'59" <br />L3 <br />NO3'59'58"W <br />---N-3'-31'4-5"-WR- <br />C3 <br />L=245.50' <br />L6 <br />I <br />L4 <br />H <br />M 2 <br />C4 <br />10.00' <br />A--3'02'32" 1=51.45' <br />I <br />OTHERWISE <br />C5 <br />Y7P <br />90'00'00° <br />--_-__ <br />1 <br />Lo <br />1'18'15' <br />PHELPS DRIVE <br />N O <br />OCD <br />461 SFt <br />0'28'30" <br />--- - 4 _ <br />14°30'59" <br />C8 <br />CD <br />47'56'54" <br />-__ <br />I,, 53.35' <br />1 <br />C9 <br />w <br />-- <br />I <br />CIO <br />61.00' <br />3' PUE <br />I <br />r <br />/ <br />3 86 SFl SEE DETAIL F w <br />-..., <br />E N86'00'02" <br />_- <br />- 57 <br />LENGTH <br />, .� <br />0,72.41' N <br />22.00' <br />DELTA <br />LU <br />2.524 SFt <br />Ll <br />12 <br />N0`49'02"E (R)\ <br />22.00' <br />22.00' <br />Cl <br />C2 <br />N4WRA-5° 634 C- <br />8; <br />107'18'40" <br />31'49'22" <br />R=969.00'9T L=91.55' <br />A=14°30'59" <br />L3 <br />NO3'59'58"W <br />---N-3'-31'4-5"-WR- <br />C3 <br />L=245.50' <br />L6 <br />21.66' <br />L4 <br />NO3'59'58"W <br />M 2 <br />C4 <br />10.00' <br />A--3'02'32" 1=51.45' <br />- -1 <br />OTHERWISE <br />C5 <br />10.00' <br />90'00'00° <br />--_-__ <br />C6 <br />PARCEL BB <br />1'18'15' <br />PHELPS DRIVE <br />C7 <br />461 SFt <br />0'28'30" <br />--- - 4 _ <br />14°30'59" <br />C8 <br />(PUE & PSDE) <br />47'56'54" <br />-__ <br />I,, 53.35' <br />1 <br />C9 <br />61.00' <br />-- <br />H`=1000.00' <br />CIO <br />61.00' <br />` <br />4_184`1B'- <br />47 <br />JOB NO, 0673042 <br />2 <br />- RACf 1\10, 3651(7) <br />53 <br />JJ <br />TRACT.3978 <br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br />LANGSTO <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 />TOWNSHIP 2 SOUTH, RANGE 4 EAST, <br />MOUNT DIABLO BASE AND MERIDIAN, <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />Ec <br />� SAN RAMON • (925) 866-0322 <br />SACRAMENTO (916) 375-1877 <br />g:l W W W.CBANDG.CGM <br />CIVIL ENGINEERS SURVEYORS • PLANNERS <br />SCALE: F'= 20' SEPTEMBER 2019 <br />GRAPHIC SCALE <br />LINE TABLE <br />CURVE TABLE <br />NO <br />BEARING <br />LENGTH <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />Ll <br />12 <br />N62'10'36"W <br />N62'10'36"W <br />22.00' <br />22.00' <br />Cl <br />C2 <br />24.00' <br />61.00' <br />107'18'40" <br />31'49'22" <br />44.95' <br />33.88' <br />L3 <br />NO3'59'58"W <br />21.74' <br />C3 <br />39.00' <br />31'49'22" <br />21.66' <br />L4 <br />NO3'59'58"W <br />20.13' <br />C4 <br />10.00' <br />90'00'00" <br />15.71' <br />OTHERWISE <br />C5 <br />10.00' <br />90'00'00° <br />15.71'_ <br />C6 <br />969.00' <br />1'18'15' <br />22.06' <br />C7 <br />969_00' <br />0'28'30" <br />8.03' <br />C8 <br />26.00' <br />47'56'54" <br />21.76' <br />C9 <br />61.00' <br />24'56'31" <br />26.55' <br />CIO <br />61.00' <br />6'52'51" <br />7.33' <br />NOTES: <br />i <br />1 <br />1. <br />SEE SHEET 2 FOR ADDITIONAL NOTES <br />15.0_0' <br />2. <br />SEE SHEET 3 FOR BASIS OF BEARINGS <br />3 <br />SEE SHEET 3 FOR REFERENCES <br />/ <br />4. <br />SEE SHEET 3 FOR LEGEND <br />d <br />"n <br />5. <br />SEE DETAIL A ON SHEET 5 FOR TYPICAL 3' PUBLIC UTILITY EASEMENT DETAIL <br />do <br />6. <br />ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG AT THE <br />C7 <br />15.55 1 <br />1.0 <br />FOOT OFFSET ON LOT LINE PROJECTIONS AND RADIALLY AT RETURNS UNLESS <br />OTHERWISE <br />NOTED, AND A �" REBAR AND CAP SHALL BE SET AT ALL <br />721.74'(T} (M)(2) <br />NON <br />--FRONTAGE CORNERS AND ANGLE POINTS, AS REQUIRED BY THE MOUNTAIN <br />N85'59'45"E <br />HOUSE <br />COMMUNITY SERVICES DISTRICT DEVELOPMENT STANDARDS. <br />I <br />of <br />I a � <br />MI <br />SIO <br />I � O <br />i Z <br />I � <br />115.55' (7} <br />N85'59'45"E (7) <br />Ll 3I:(1."') L <br />SHEET 13 OF 16 <br />