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LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />N76'31'48"W <br />10.15' <br />L2 <br />N 0653' 09"E <br />2.25' <br />L3 <br />N76'31'48"W <br />10.73' <br />L4 <br />N83'06'51"W <br />9.00' <br />L5 <br />N76'31'48"W <br />2.41' <br />L6 <br />N08`58'34"E <br />15.00' <br />L7 <br />N1328'12"E <br />10.00' <br />L8 <br />N13*28'12"E <br />10.59' <br />L9 <br />N76'31'48"W <br />4.52' <br />L10 <br />N76'31'48"W <br />22.00' <br />L31 <br />N13*28'12"E <br />22.00' <br />L12 <br />N13'28'12"E <br />9.67' <br />L13 <br />N13'28'12"E <br />11.13' <br />L14 <br />N13'28'12"E <br />10.00' <br />PARCEL G <br />238 SF± <br />(PUE) <br />R=100.00' <br />A=14'50'07" <br />L=25.89' <br />JOB NO. 0673-029 (D.D. SHEET NO. 51 <br />L_87.56' <br />,�- R=240Q00' <br />;6'35p3�� 275.78, <br />, <br />r <br />1 <br />1 <br />o ,r <br />AI? TURO <br />If <br />�Ll <br />(PORMERLY DE 0 ULE V A k n <br />� <br />rr NZ,g BOULEVARD) <br />, <br />r <br />r <br />, <br />r <br />SEE SHEET 15 <br />N13'28'12"E N76 *31'48"w77 <br />4.00' -� <br />8.00'~ <br />1 r <br />PSDE,, <br />PUE <br />1-' <br />N70'03'26"E(R) C4 <br />N2711'34"W(R) C13 <br />_ DETAIL A <br />-� NOT TO SCALE <br />ROW DEDICATION 1 <br />394 SFt <br />z <br />SEE SHEET 14 <br />PARCEL H <br />227 SFt <br />(PSDE, PUE) <br />j_," GO � <br />N76-jp_ =W 1;7� <br />` rr N76.31'48ry <br />rr 93.gq'(T)w •(5) <br />r <br />r <br />r <br />r <br />r <br />r <br />r <br />r <br />or <br />ar <br />r <br />r <br />r <br />r <br />r <br />r <br />r <br />r <br />r <br />r <br />'L9 N76 3" 48" 7 <br />. W 23.12'(7-) ra rl r) <br />44 ' 5 l Eno <br />TRACT N0. 4097 <br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br />MOUNTAIN HOUSE CREEK <br />BEING ALL OF PARCEL L OF TRACT NO. 3424, FILED IN BOOK 40 OF <br />MAPS AND PLATS, AT PAGE 28, SAN JOAQUIN COUNTY RECORDS <br />BEING A PORTION OF SECTION 4, TOWNSHIP 2 SOUTH, RANGE 4 EAST, <br />MOUNT DIABLO BASE AND MERIDIAN, <br />j SAN JOAQUIN COUNTY, CALIFORNIA <br />SAN RAMON m (925) 866-0322 <br />cb� ROSEVILLE 0 (916)788-4456 <br />WWW.CBANDG.COM <br />CIVIL ENGINEERS ■ <br />SCALE: I" =20' <br />20' 0' 10' 20' <br />NOTES: <br />SURVEYORS m PLANNERS <br />SEPTEMBER, 2022 <br />40' <br />GRAPHIC SCALE <br />SEE SHEET 2 FOR ADDITIONAL NOTES. <br />SEE SHEET 3 FOR BASIS OF BEARINGS, REFERENCES AND LEGEND. <br />ALL FRONT CORNERS ARE TO BE REFERENCED WITH A 1� INCH COPPER <br />DISK AT THE 1.0 FOOT OFFSET ON LOT LINE PROJECTIONS AND RADIALLY <br />AT RETURNS UNLESS OTHERWISE NOTED, AND A 5/8 INCH BY 18 INCH <br />LONG REBAR AND CAP SHALL BE SET AT ALL NON --FRONTAGE CORNERS <br />AND ANGLE POINTS, AS REQUIRED BY THE MOUNTAIN HOUSE COMMUNITY <br />SERVICES DISTRICT DEVELOPMENT STANDARDS. <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />Cl <br />50.00' <br />14'50'07" <br />12.95' <br />C2 <br />2345.00' <br />0`32'16" <br />22.01' <br />C3 <br />62.00' <br />40'39'46" <br />44.00' <br />C4 <br />29.00' <br />3324'46" <br />16.91' <br />C5 <br />62.00' <br />21'00'38" <br />22.74' <br />C6 <br />51.00' <br />23'42'51" <br />21.11' <br />C7 <br />51.00' <br />41'10'56" <br />36.66' <br />C8 <br />51.00' <br />17'28'05" <br />15.55' <br />C9 <br />10.00' <br />90'00'00" <br />15.71' <br />C10 <br />10.00' <br />90'00'00" <br />15.71' <br />C11 <br />100.00' <br />11'20'35" <br />19.80` <br />C12 <br />100.00' <br />3'29'32" <br />6.09' <br />C13 <br />62.00' <br />11'37'39" <br />12.58' <br />:1 <br />SHEET 5 OF 27 <br />q 4 - 5 I E <br />