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(5) <br />(FORNE- L yO OULLYARD <br />_� - "' 63 3 24, <br />DE AIVZA DQ -J <br />LE-M� <br />�ARD) <br />PARCEL N <br />'102 <br />N76 3r,48a- <br />W 352.7nr) <br />r } <br />392 75,(kSAN ri� <br />1D+ GO <br />4 <br />(PPI VAT DMV <br />EE sflEE <br />26.00' <br />----------- <br />JOB NO. 0673-029 (D.D. SHEET NO. 51 <br />ROW DEDICATION 2 <br />221 SFf <br />HEFT 10 <br />x- 5 1 <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 2$, SAN JOAQUIN COUNTY RECORDS <br />BEING A PORTION OF SECTION 4, TOWNSHIP 2 SOUTH, RANGE 4 EAST, <br />MOUNT DIABLO BASE AND MERIDIAN, <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />SAN RAMON ■ (925) 866-0322 <br />cbg ROSEVILLE 0 (916)788-4456 <br />WWW.CBAN DG.COM <br />CIVIL ENGINEERS SURVEYORS ■ PLANNERS <br />_ SCALE: V= 20' SEPTEMBER, 2022 <br />20' 0' 10' 20' 40' SO' <br />(2)� <br />O GRAPHIC SCALE <br />NOTES: <br />■,� 2. <br />N 3. <br />0.7 <br />z <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 1A 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 />cc <br />RADIUS <br />DELTA <br />LENGTH <br />Cl <br />10.00' <br />90'00'00" <br />15.71' <br />0 <br />N78 37 23"w(R <br />90'00'00" <br />-PARCEL 0 <br />C3 <br />857 SF± <br />1'41'51" <br />(PUE, PWE) <br />C4 <br />1265.00' <br />2'08'47" <br />47.39' <br />0 <br />62.00' <br />21'40'59" <br />23.46' <br />ZD <br />62.00' <br />rico <br />15.41' <br />o cN <br />9.00' <br />F <br />N76'31'48"W <br />24.60' <br />L11 <br />N1328'12"E <br />9.00' <br />L12 <br />N76'31'48"W <br />4.10' <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 1A 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 />10.00' <br />90'00'00" <br />15.71' <br />C2 <br />10.00' <br />90'00'00" <br />15.71' <br />C3 <br />1265.00' <br />1'41'51" <br />37.48' <br />C4 <br />1265.00' <br />2'08'47" <br />47.39' <br />C5 <br />62.00' <br />21'40'59" <br />23.46' <br />C6 <br />62.00' <br />14'14'21" <br />15.41' <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />N13'28'12"E <br />10.00' <br />L2 <br />N76'31'48"W <br />22.00' <br />L3 <br />N13'28'12"E <br />10.00' <br />L4 <br />N76'31'48"W <br />22.00' <br />L5 <br />N13'28'12"E <br />15.43' <br />L6 <br />N13'28'12"E <br />22.00' <br />L7 <br />N76'31'48"W <br />11.37' <br />L8 <br />N90'00'00"W <br />2.19' <br />L9 <br />N13'28'12"E <br />9.00' <br />L10 <br />N76'31'48"W <br />24.60' <br />L11 <br />N1328'12"E <br />9.00' <br />L12 <br />N76'31'48"W <br />4.10' <br />L13 <br />N76'31'48"W <br />20.50' <br />L14 <br />N13'28'12"E <br />4.33' <br />L15 <br />N76.31'48"W <br />20.40' <br />L16 <br />N13'28'12"E <br />4.33' <br />L17 <br />N76'31'48"W <br />20.40' <br />L18 <br />N82'02'34"W <br />13.94' <br />SHEET 9 OF 27 <br />