Laserfiche WebLink
TRACf 1\10, <br />N86'10'00"E IM.77'(M-M) (4) <br />0 <br />0 <br />PARCEL It <br />330 SF± <br />PUE <br />13 <br />RAMSEY DRIVE <br />JJJi�(�I <br />13o <br />N86'10'00°E 248.01'(M -INT) (3 E4) <br />TRACT NO, 3978 <br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br />13 7 N LANGSTON <br />BEING ALL OF PARCEL E OF TRACT NO. 3649 <br />FILED IN BOOK 4I OF MAPS AND PLATS AT PAGE 98, <br />BEING A PORTION OF SEC"CIONS 16 AND 17 <br />TOWNSHIP 2 SOUTH, RANGE 4 EAST, <br />MOUNT' DIABLO BASE AND MERIDIAN, <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />SAN RAMON - (925) 866-0322 <br />Ec :g:l SACRAMENTO ;916) 375-1877 <br />VdWW.CbANDG.COM <br />CIVIL ENGINEERS SURVEYORS - PLANNERS <br />SCALE: 1"= 20' SEP IEMBER 2019 <br />PARCEL JJ <br />( E) 330 SFS <br />N '6, 10'00"E 395.76'(F) (M)(2) (PUE & PSDE) <br />55.00' .� \ 22.00' 55.00' 55.00' '22.00' <br />CA----------------------- <br />C-1 <br />----o w SEE NOTE 6 TYP) 22.00' 11 w 22.00' <br />1 1 FI 1 1 N86'10'00"EI o 12 I = 122 o N86'10'00"E 12 J <br />CD V N U -4 <br />2,310 SFz 2,310 SF± 2,310 SFt <br />CI <br />Z I I I I <br />i I - I <br />125 <br />I <br />I <br />125 <br />I <br />I <br />I <br />L _ <br />55.ao _ 22.00' I ANCEL II 22.00 <br />1186'10'00"E 66.53'(T) 10,246 SF± --� CT <br />(l) <br />77.(,0 1 <br />o v <br />PAP\-C I r <br />- <br />c> o <br />J0 <br />JOB NO. 0673-042 <br />(POE, EjVAtEE,, PSSE, PSDrEr, �PWE, PRE, PAE) <br />LIMERICK AVENUE E (PRIVATE STREET) <br />N86'10'00"E 253.53'(PL-PL) <br />N86'I0 00' E 253.53'(F) <br />SEE SHEET IQ <br />`) 3 <br />92 <br />GRAPHIC SCALE <br />LINE TALE <br />NO <br />BEARING <br />N86'10 00'E 55.00 <br />Li <br />NO3'50'00"W <br />L2 <br />N86'1000 E 55.00 <br />15.00' <br />13 <br />118610 OU E 55.00 <br />I <br />L4 <br />NO3'50'00"W <br />15.00' J <br />0 <br />3' <br />I <br />PUE-= <br />- <br />-- <br />I <br />- 3' <br />PUE <br />3' PUECD --I <br />-- <br />H <br />w <br />1 "J <br />116 <br />120 <br />123 <br />- <br />CD <br />.� <br />+1 <br />0 <br />2,035 SFt <br />2,035 SFl <br />2,035 SFt <br />"' <br />V) <br />D' <br />r <br />c/� <br />in <br />;n <br />a_ <br />W <br />w <br />C/� <br />N86'tObO"E 55.00' <br />J <br />� <D <br />` <br />i o <br />�° <br />L <br />N86'10'00"E 55.00' <br />N86'10'00"E 55.00'_ <br />o <br />v <br />L <br />J <br />L <br />v <br />_ <br />W <br />s <br />SEE NOTE 5 (lYP)� <br />� <br />:� <br />v <br />v <br />'I '1 <br />117 <br />;n <br />¢ <br />Lil <br />O <br />en <br />1 <br />LLJ <br />CD <br />O <br />2,035 SFf <br />�� <br />7 <br />Z <br />119 <br />124 <br />OZ <br />0 <br />Ld <br />Z <br />r <br />`� <br />2,585 SF:L <br />o <br />2,585 SFt <br />cl- <br />N86'10'00"E 55.00' <br />I <br />z <br />I <br />� <br />u <br />w <br />o <br />4' <br />55.00' <br />55.00' <br />° <br />1186'10'00"E 110.00' <br />N <br />E- <br />N <br />v <br />(� <br />W <br />LE <br />1 1 1 <br />118 <br />N86°10'00"E 110.00' <br />2,310 SFf <br />r <br />H <br />� <br />�) / ] <br />—PARCEL LL <br />r' <br />v <br />` <br />r <br />880 SFt <br />o <br />(PUE) <br />r„ <br />125 <br />I <br />I <br />125 <br />I <br />I <br />I <br />L _ <br />55.ao _ 22.00' I ANCEL II 22.00 <br />1186'10'00"E 66.53'(T) 10,246 SF± --� CT <br />(l) <br />77.(,0 1 <br />o v <br />PAP\-C I r <br />- <br />c> o <br />J0 <br />JOB NO. 0673-042 <br />(POE, EjVAtEE,, PSSE, PSDrEr, �PWE, PRE, PAE) <br />LIMERICK AVENUE E (PRIVATE STREET) <br />N86'10'00"E 253.53'(PL-PL) <br />N86'I0 00' E 253.53'(F) <br />SEE SHEET IQ <br />`) 3 <br />92 <br />GRAPHIC SCALE <br />LINE TALE <br />NO <br />BEARING <br />LENGTH <br />Li <br />NO3'50'00"W <br />15.00' <br />L2 <br />NO3'50'00"W <br />15.00' <br />13 <br />NO3°50'00"W <br />15.00' <br />L4 <br />NO3'50'00"W <br />15.00' J <br />NOTES. <br />1. SEE SHEEF 2 FOR ADDITIONAL NOTES <br />2. SEE SHEEF 3 FOR BASIS OF BEARINGS <br />3. SEE SHEET 3 FOR REFERENCES <br />4. SEE SHEET 3 FOR LEGEND <br />5. SEE DETAIL A ON SHEET 5 FOR TYPICAL 3' PUBLIC UTILITY EASEMENT DETAIL <br />6. SEE DETAIL B ON SHEET 5 FOR TYPICAL 6' PUBLIC UTILITY EASEMENT DETAIL <br />7. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG AT THE 1.0 FOOT <br />OFFSET ON LOT LINE PROJECTIONS AND RADIALLY AT RETURNS UNLESS OTHERWISE NOTED, AND A <br />�" REBAR AND CAP SHALL BE SET AT ALL NON -FRONTAGE CORNERS AND ANGLE POINTS, AS <br />REQUIRED BY THE MOUNTAIN HOUSE COMMUNI FY SERVICES DISTRICT DEVELOPMEN F STANDARDS. <br />3' <br />SHEET 6 OF 16 <br />