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VOTR Q <br />1. SEE SHEET 2 FOR ADDITIONAL NOTES. <br />2. SEE SHEET 3 FOR BASIS OF BEARINGS, REFERENCES AND LEGEND. <br />3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG AT <br />THE 1.0 FOOT OFFSET ON LOT LINE PROJECTIONS AND RADIALLY AT <br />RETURNS UNLESS OTHERWISE NOTED, AND A 5/8" REBAR AND CAP SHALL <br />BE SET AT ALL NON -FRONTAGE CORNERS AND ANGLE POINTS, AS <br />REQUIRED BY THE MOUNTAIN HOUSE COMMUNITY SERVICES DISTRICT <br />DEVELOPMENT STANDARDS. <br />3 SEE SHEET 7 W > SEE SHEET 8 <br />_6 168 167 '160 159 <br />-----J L-------------� <br />Z <br />---------- <br />U --T---- --- <br />C3 N8610'00"E 49.43' o N8610'00"E 244.69' <br />3.00' 3.00' <br />w w <br />w > > w <br />N8610'00"E 84.43'(M -PL) 3 <br />0 <br />(PRIVATE STREET) <br />D_ a <br />o <br />M <br />L—�'— <br />T_ <br />2,090 SFt o <br />yn <br />0 <br />z <br />-- —J <br />a a <br />----37.00'---- <br />-20.00'- <br />_ <br />3.00' 3.00' <br />- - - -37.00'- - - <br />DETAIL A <br />DETAIL B <br />a <br />NOT TO SCALE <br />NOT TO SCALE <br />o W <br />� <br />cD <br />tD <br />VJ <br />3 <br />U <br />� <br />l + <br />W N Q <br />tO t0 <br />UO SCJ <br />3 115 3 <br />z <br />0 <br />yn <br />a <br />Cl <br />0 <br />p�C� t v <br />o 2,090 SFt o <br />6 yn <br />VOTR Q <br />1. SEE SHEET 2 FOR ADDITIONAL NOTES. <br />2. SEE SHEET 3 FOR BASIS OF BEARINGS, REFERENCES AND LEGEND. <br />3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG AT <br />THE 1.0 FOOT OFFSET ON LOT LINE PROJECTIONS AND RADIALLY AT <br />RETURNS UNLESS OTHERWISE NOTED, AND A 5/8" REBAR AND CAP SHALL <br />BE SET AT ALL NON -FRONTAGE CORNERS AND ANGLE POINTS, AS <br />REQUIRED BY THE MOUNTAIN HOUSE COMMUNITY SERVICES DISTRICT <br />DEVELOPMENT STANDARDS. <br />3 SEE SHEET 7 W > SEE SHEET 8 <br />_6 168 167 '160 159 <br />-----J L-------------� <br />Z <br />---------- <br />U --T---- --- <br />C3 N8610'00"E 49.43' o N8610'00"E 244.69' <br />F-+ <br />W <br />W N86'10'00"E <br />Cx/1 N86'10'00"E 37.00' 1 N86'10'00'E 37.00' 20.00' <br />W <br />W <br />CA) <br />N8610'00"E 315.14'(PL-PL) <br />TRACT N0. 4047 <br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br />LANGSTON II <br />BEING ALL OF PARCEL Q OF TRACT NO. 3848 <br />FILED IN BOOK 42 OF MAPS AND PLATS, AT PAGE 77, <br />BEING A PORTION OF SECTION 16 <br />TOWNSHIP 2 SOUTH, RANGE 4 EAST, <br />MOUNT DIABLO BASE AND MERIDIAN, <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />Cbg SAN SACRAMENTO <br />: (925)866-0322 <br />1877 <br />SACRAMENTO (916) 375-1877 <br />W W W.CBANDG.CCM <br />CIVIL ENGINEERS SURVEYORS PLANNERS <br />SCALE: I"= 20' JULY 2021 <br />20' 0' 10' 20' 40' 80' <br />1 '152 <br />L------------ <br />�- <br />�� <br />PARCEL W <br />9,563 SFt <br />(PUE, EVAE, PSSE, <br />PSDE, PWE, PRE, PAE) <br />N8610'00"E 316.00'(T) <br />1_ ---37.00'----t ----37.00'--- L ---37.00'---- -�--37.00'---� <br />SEE DETAIL B SEE DETAIL B , <br />a <br />CALDER DRIVE <br />N8610'00"E 84.43'(M -PL) 3 <br />0 <br />(PRIVATE STREET) <br />Pr1\ RCr L \l � <br />o <br />M <br />� <br />N8610'00"E 197.43'(T) z <br />2,090 SFt o <br />yn <br />0 <br />z <br />2,090 SFt b <br />yn <br />0 <br />z <br />---37.00'---- <br />----37.00'---- <br />-20.00'- <br />--r 37.00'---- <br />- - - -37.00'- - - <br />93 <br />SEE DETAIL B <br />a <br />L <br />90 <br />a <br />88 <br />cD <br />tD <br />VJ <br />3 <br />� <br />t0 <br />IfJ <br />113 3 <br />� <br />f0 <br />� <br />114 <br />l + <br />W N Q <br />tO t0 <br />UO SCJ <br />3 115 3 <br />116 <br />0 <br />yn <br />2,090 SFt o <br />yn <br />2,090 SFt o <br />c> <br />0 <br />p�C� t v <br />o 2,090 SFt o <br />6 yn <br />2,090 SFt <br />0 <br />N z <br />0 <br />z <br />0�, <br />z <br />0 2,090 SFt <br />0 0 <br />z z <br />2,090 SFt <br />F-+ <br />W <br />W N86'10'00"E <br />Cx/1 N86'10'00"E 37.00' 1 N86'10'00'E 37.00' 20.00' <br />W <br />W <br />CA) <br />N8610'00"E 315.14'(PL-PL) <br />TRACT N0. 4047 <br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br />LANGSTON II <br />BEING ALL OF PARCEL Q OF TRACT NO. 3848 <br />FILED IN BOOK 42 OF MAPS AND PLATS, AT PAGE 77, <br />BEING A PORTION OF SECTION 16 <br />TOWNSHIP 2 SOUTH, RANGE 4 EAST, <br />MOUNT DIABLO BASE AND MERIDIAN, <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />Cbg SAN SACRAMENTO <br />: (925)866-0322 <br />1877 <br />SACRAMENTO (916) 375-1877 <br />W W W.CBANDG.CCM <br />CIVIL ENGINEERS SURVEYORS PLANNERS <br />SCALE: I"= 20' JULY 2021 <br />20' 0' 10' 20' 40' 80' <br />1 '152 <br />L------------ <br />�- <br />�� <br />PARCEL W <br />9,563 SFt <br />(PUE, EVAE, PSSE, <br />PSDE, PWE, PRE, PAE) <br />N8610'00"E 316.00'(T) <br />1_ ---37.00'----t ----37.00'--- L ---37.00'---- -�--37.00'---� <br />SEE DETAIL B SEE DETAIL B , <br />a <br />N8610'00"E 37.00' 1 N8610'00"E 37.00' 1 N8610'00"E 37 <br />- - -37.00'- - - - -I- - - <br />121 <br />2,090 SFt <br />37.00' 1 N8610'00"E 37.00' 1 N8610'00"E 37.00' 1 N8610'00"E 37.00' <br />$ <br />u <br />M <br />(LJ c0 <br />L <br />3 117 3 <br />(O<O <br />L <br />118 � <br />119 3 <br />tD <br />Lo <br />120 3 <br />0 2,090 SFf o <br />yn yn <br />0 0 <br />z z <br />2,090 SFt o <br />yn <br />0 <br />z <br />2,090 SFt b <br />yn <br />0 <br />z <br />2,090 SFt o <br />yn <br />0 <br />z <br />N8610'00"E 37.00' 1 N8610'00"E 37.00' 1 N8610'00"E 37 <br />- - -37.00'- - - - -I- - - <br />121 <br />2,090 SFt <br />37.00' 1 N8610'00"E 37.00' 1 N8610'00"E 37.00' 1 N8610'00"E 37.00' <br />N8610'00"E 331.57'(T) N8610'00"E 40.00' z <br />C7 Z � G <br />- - - - - - - - - - - - - - - - — w - - - - - - - - - - - - - - <br />67 <br />SEE SHEET 15 x Q <br />JOB NO. 673-062 (D.D. SHEET NO. 51 <br />N86'10'00"E 229.43'(T) <br />----- — --- J — <br />f 7 <br />SEE SHEET 16 <br />cl <br />3 <br />0 87 <br />0 <br />0 <br />0 <br />z <br />GRAPHIC SCALE <br />LINE TABLE <br />$ <br />$ <br />Cry <br />L1 <br />N4110'00"E <br />5.66' <br />L2 <br />N8610'00"E <br />23.32' <br />L3 <br />3 <br />Lo <br />96 3 <br />lo <br />UO <br />95 c <br />a <br />W N <br />c 94 3 <br />93 <br />92 <br />91 <br />L <br />90 <br />89 <br />88 <br />7 �0 <br />�o <br />o <br />�0 �0 <br />3 <br />�0 <br />3 <br />�0 <br />3 <br />3 <br />3 <br />� <br />2,090 SFt p <br />2,090 SFt <br />r2 ¢ <br />0 2,090 SFt <br />2,090 SFt <br />2,090 SFt <br />2,090 SFt p <br />2,090 SFt o <br />2,090 SFt 0 <br />2,090 SFt <br />0 <br />yo <br />0 <br />p <br />0 <br />p <br />o <br />n. <br />Q+ <br />p p <br />0 0 <br />yn <br />0 <br />uo <br />0 <br />0 <br />p <br />0 <br />0 <br />p <br />0 <br />0 <br />�n <br />0 <br />z <br />z? <br />SEE DETAIL A <br />z <br />, <br />z z <br />o <br />z <br />z <br />SEE DETAIL A <br />z <br />z <br />SEE DETAIL A <br />z <br />SEE DETAIL A <br />�---37.00'---- <br />---� <br />"-- <br />----3700-- <br />-20.00'-J--L-37.00'---- <br />----37.00'---_ <br />----3700'---- <br />----37.00'---� <br />_--3700'---- <br />--1-37.00'---� <br />----3700'-" <br />N8610'00"E 355.00'(T) N86'10'00"E 86.57' boo <br />N86'10'00"E 229.43'(T) <br />PARCEL Z <br />p� py <br />FROST DRIVE <br />i'A rr n n ��. �. o <br />N86'10'00"E <br />PRIVATE STREET 6,883 SFt <br />�( ) N86'10'00"E 229.43'(PL-PL) <br />Qo <br />N86'10'00"E 343.29'(M -PL) a 23.29'(M-PN86'10'00"E 75.00'(M-PL)o <br />7FARCEEL <br />EVAE, PSSE, <br />�\i\ <br />1r1 <br />o(PUE, <br />PSDE, PWE, PRE, PAE) <br />N8610'00"E 331.57'(T) N8610'00"E 40.00' z <br />C7 Z � G <br />- - - - - - - - - - - - - - - - — w - - - - - - - - - - - - - - <br />67 <br />SEE SHEET 15 x Q <br />JOB NO. 673-062 (D.D. SHEET NO. 51 <br />N86'10'00"E 229.43'(T) <br />----- — --- J — <br />f 7 <br />SEE SHEET 16 <br />cl <br />3 <br />0 87 <br />0 <br />0 <br />0 <br />z <br />GRAPHIC SCALE <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />N4110'00"E <br />5.66' <br />L2 <br />N8610'00"E <br />23.32' <br />L3 <br />N48'50'00"W <br />5.66' <br />L4 <br />N86'10'00"E <br />38.27' <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />Cl <br />20.00' <br />53'07'48" <br />18.55' <br />C2 <br />20.00' <br />53'07'48" <br />18.55' <br />C3 <br />20.00' <br />53'07'48" <br />18.55' <br />43'11 7 <br />