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11 <br />11 <br />31 <br />/ <br />I <br />1 <br />I <br />15.00' <br />3.00' 3.00' <br />w M =1 w <br />D_ a � <br />D_ a <br />DETAIL A <br />NOT TO SCALE <br />I <br />w <br />IL w w <br />IL <br />a a <br />n <br />n W, <br />3.0o.-3.00' <br />DETAIL B <br />--F <br />uia <br />NOT TO SCALE <br />W 2,287 SFt <br />w w <br />L0 N a I I <br />o w In I <br />> � w a <br />I <br />a w <br />I v L 3 I N86'10'00"E 4: <br />3 D <br />-c' I <br />Cl <br />I <br />WC) Uma I <br />�U o a to ;z I <br />C a I 104 <br />CD <br />I 2,287 SFt <br />Z 0 I-•- 5' PUE <br />I <br />Lo <br />v \� <br />o <br />oa ��ss COs F- <br />0 <br />3 106 <br />O <br />6 2,090 SFf <br />ED0 <br />Z <br />N8610'00"E 37.00' <br />0 <br />103 <br />O <br />0 2,090 SFt <br />p <br />M <br />O <br />Z W <br />a_ <br />ih <br />-----37.00'�- <br />NOTES: <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 />w <br />L� <br />w LL, <br />4., Ln —1 <br />P) <br />H <br />r SEE SHEET 7 <br />L -------------1-------------1I0--( <br />CALDER DRIVE <br />N8610'00"E 157.57'(M -PL) (PRIVATE STREET) <br />N8610'00"E 157.57' <br />- - -37.00'- - - - ----37.00'--- <br />o N86'10'00"E 78.00' <br />PARCEL V <br />3 11,621 SFt <br />Cl (PUE, EVAE, PSSE, N8610'00"E 113.00'(M -PL) <br />E(qq� PSDE, PWE, PRE, PAE) <br />Cl <br />Z <br />---37.00'---- ----37.00'-- <br />� <br />PARCEL U <br />Lq <br />6,376 SFt - <br />¢12, <br />(PUE, EVAE, PSSE, <br />a W <br />LLl <br />A <br />LLl <br />V <br />0 <br />2,090 SFt <br />0 <br />j Z <br />SEE SHEET 6 d <br />L <br />l <br />12 <br />o 2C.,090 SFt <br />p <br />� <br />O <br />Z <br />_ <br />�0 2,090 SFt <br />Cl <br />1) <br />O <br />Z <br />6_ <br />10 <br />Q Q <br />�> <br />L----- <br />SCALE: F'= <br />Ox <br />a w <br />----- <br />I ----------� <br />SEE SHEET 14 <br />N86'10'00"E 157.57' <br />W 2,287 SFt <br />w w <br />L0 N a I I <br />o w In I <br />> � w a <br />I <br />a w <br />I v L 3 I N86'10'00"E 4: <br />3 D <br />-c' I <br />Cl <br />I <br />WC) Uma I <br />�U o a to ;z I <br />C a I 104 <br />CD <br />I 2,287 SFt <br />Z 0 I-•- 5' PUE <br />I <br />Lo <br />v \� <br />o <br />oa ��ss COs F- <br />0 <br />3 106 <br />O <br />6 2,090 SFf <br />ED0 <br />Z <br />N8610'00"E 37.00' <br />0 <br />103 <br />O <br />0 2,090 SFt <br />p <br />M <br />O <br />Z W <br />a_ <br />ih <br />-----37.00'�- <br />NOTES: <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 />w <br />L� <br />w LL, <br />4., Ln —1 <br />P) <br />H <br />r SEE SHEET 7 <br />L -------------1-------------1I0--( <br />CALDER DRIVE <br />N8610'00"E 157.57'(M -PL) (PRIVATE STREET) <br />N8610'00"E 157.57' <br />- - -37.00'- - - - ----37.00'--- <br />o N86'10'00"E 78.00' <br />PARCEL V <br />3 11,621 SFt <br />Cl (PUE, EVAE, PSSE, N8610'00"E 113.00'(M -PL) <br />E(qq� PSDE, PWE, PRE, PAE) <br />Cl <br />Z <br />---37.00'---- ----37.00'-- <br />� <br />PARCEL U <br />Lq <br />6,376 SFt - <br />M <br />(PUE, EVAE, PSSE, <br />pp tk98lM/ PSDE, PWE, PRE, PAE) <br />0 <br />--22.00'- <br />0 <br />2,090 SFt <br />0 <br />Z <br />----37.00'�- <br />0 <br />2,090 SFt o <br />0 <br />Z <br />0 <br />2,090 SFt <br />0 <br />j Z <br />L3 <br />von'l <br />—1 <br />2,090 SFt <br />Ln <br />,, <br />O <br />Z <br />o 2C.,090 SFt <br />p <br />� <br />O <br />Z <br />_ <br />�0 2,090 SFt <br />Cl <br />1) <br />O <br />Z <br />6_ <br />10 <br />Q Q <br />W 2,287 SFt <br />w w <br />L0 N a I I <br />o w In I <br />> � w a <br />I <br />a w <br />I v L 3 I N86'10'00"E 4: <br />3 D <br />-c' I <br />Cl <br />I <br />WC) Uma I <br />�U o a to ;z I <br />C a I 104 <br />CD <br />I 2,287 SFt <br />Z 0 I-•- 5' PUE <br />I <br />Lo <br />v \� <br />o <br />oa ��ss COs F- <br />0 <br />3 106 <br />O <br />6 2,090 SFf <br />ED0 <br />Z <br />N8610'00"E 37.00' <br />0 <br />103 <br />O <br />0 2,090 SFt <br />p <br />M <br />O <br />Z W <br />a_ <br />ih <br />-----37.00'�- <br />NOTES: <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 />w <br />L� <br />w LL, <br />4., Ln —1 <br />P) <br />H <br />r SEE SHEET 7 <br />L -------------1-------------1I0--( <br />CALDER DRIVE <br />N8610'00"E 157.57'(M -PL) (PRIVATE STREET) <br />N8610'00"E 157.57' <br />- - -37.00'- - - - ----37.00'--- <br />o N86'10'00"E 78.00' <br />PARCEL V <br />3 11,621 SFt <br />Cl (PUE, EVAE, PSSE, N8610'00"E 113.00'(M -PL) <br />E(qq� PSDE, PWE, PRE, PAE) <br />Cl <br />Z <br />---37.00'---- ----37.00'-- <br />� <br />1 <br />Lq <br />� <br />3 107 <br />co <br />3 108 <br />w <br />109 3 <br />110 3 <br />0 <br />2,090 SFt <br />0 <br />Z <br />0 0 <br />o 2,090 SFt o <br />0 0 <br />Z Z <br />0 <br />2,090 SFt o <br />0 <br />Z <br />0 <br />2,090 SFt <br />0 <br />j Z <br />N86'10'00"E <br />0 <br />10 <br />0 <br />Lo <br />0 <br />Lo <br />0 <br />Lo <br />0 <br />V) <br />102 <br />16 <br />16 <br />3 100 <br />16 <br />3 99 <br />16 <br />3 <br />N49'17'48"E <br />3:101 <br />L3 <br />N56'57'48"W <br />—1 <br />2,090 SFt <br />Ln <br />,, <br />O <br />Z <br />o 2C.,090 SFt <br />p <br />� <br />O <br />Z <br />o 2C.,090 SFt <br />p <br />� <br />O <br />Z <br />�0 2,090 SFt <br />Cl <br />1) <br />O <br />Z <br />o <br />Cl <br />p <br />1) <br />O <br />Z <br />---37.00'----t----37.00'--- <br />PARCEL BB <br />10,299 SFt <br />(PUE, EVAE, PSSE, <br />PSDE, PWE, PRE, PAE) <br />JOB NO. 673-062 (D.D. SHEET NO. <br />---37.00'----t----37.00'--- <br />N8610'00"E 355.00'(T) <br />N8610'00"E 343.29'(M -PL) <br />N8610'00"E 331.57'(T) <br />JJ J� <br />SEE SHEET 15 <br />43- 18'1 K <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 />SAN RAMON a 925) 866-0322 <br />C <br />°4 <br />� <br />rZ <br />z <br />SACRAMENTO (916)375-1877 <br />LENGTH <br />w <br />NO3'50'00"W <br />16.27' <br />Vvww.CBANDG.CGM <br />N49'17'48"E <br />5.00' <br />L3 <br />N56'57'48"W <br />—1 <br />u <br />w <br />CIVIL ENGINEERS <br />• SURVEYORS PLANNERS <br />Q Q <br />�> <br />i 42�� <br />SCALE: F'= <br />l <br />a w <br />1 <br />0 <br />SEE SHEET 14 <br />20' <br />0' 10' <br />20' 40' 80' <br />3 <br />>> <br />Of <br />w -- <br />x <br />U <br />JOB NO. 673-062 (D.D. SHEET NO. <br />---37.00'----t----37.00'--- <br />N8610'00"E 355.00'(T) <br />N8610'00"E 343.29'(M -PL) <br />N8610'00"E 331.57'(T) <br />JJ J� <br />SEE SHEET 15 <br />43- 18'1 K <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 />SAN RAMON a 925) 866-0322 <br />N8610'00"E 197.43'(T) <br />- - -37.00'- - - - ----37.00'-- i <br />SEE DETAIL B , <br />co M' <br />111 : 112 <br />cl <br />2,090 SFt o 2,090 SFf <br />N8610'00"E 37.00' <br />37.00' <br />98 <br />2,090 SFt <br />97 <br />2,090 SFt <br />Z w <br />SEE DETAIL AA <br />---37.00'---- ----37.00'--� <br />FROST DRIVE <br />(PRIVATE STREET) <br />3 96 <br />0 <br />0 <br />p <br />M <br />O <br />Z <br />--------- <br />I J� <br />LINE TABLE <br />RADIUS <br />NO <br />SACRAMENTO (916)375-1877 <br />LENGTH <br />L1 <br />NO3'50'00"W <br />16.27' <br />Vvww.CBANDG.CGM <br />N49'17'48"E <br />5.00' <br />L3 <br />N56'57'48"W <br />5.00' <br />u <br />w <br />CIVIL ENGINEERS <br />• SURVEYORS PLANNERS <br />Q <br />SCALE: F'= <br />20' JULY 2021 <br />�o <br />20' <br />0' 10' <br />20' 40' 80' <br />3 <br />� O <br />o� Z <br />GRAPHIC SCALE <br />I <br />- <br />LN8610'00"E <br />- <br />84.43'(M -PL) <br />- <br />N8610'00"E 197.43'(T) <br />- - -37.00'- - - - ----37.00'-- i <br />SEE DETAIL B , <br />co M' <br />111 : 112 <br />cl <br />2,090 SFt o 2,090 SFf <br />N8610'00"E 37.00' <br />37.00' <br />98 <br />2,090 SFt <br />97 <br />2,090 SFt <br />Z w <br />SEE DETAIL AA <br />---37.00'---- ----37.00'--� <br />FROST DRIVE <br />(PRIVATE STREET) <br />3 96 <br />0 <br />0 <br />p <br />M <br />O <br />Z <br />--------- <br />I J� <br />CURVE TABLE <br />LINE TABLE <br />RADIUS <br />NO <br />BEARING <br />LENGTH <br />L1 <br />NO3'50'00"W <br />16.27' <br />L2 <br />N49'17'48"E <br />5.00' <br />L3 <br />N56'57'48"W <br />5.00' <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />Cl <br />20.00' <br />90'00'00" <br />31.42' <br />C2 <br />20.00' <br />90'00'00" <br />31.42' <br />C3 <br />20.00' <br />90'00'00" <br />31.42' <br />SHEET 12 OF 17 <br />43- 131 Y*46 <br />