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SCALE : 1 "=40' <br />LOT b <br />14+54.24 9LUESTONE COURT <br />A�UZ \ PLACE MON. SOX PER CW- <br />O <br />d <br />$EE SWEET It LGRAOIAta PLAN) <br />GoR Fem" Po57 INSTALLATIaNI <br />J <br />e <br />Z <br />LOT '1 J <br />14 <br />$? <br />F/L 53.44 <br />\F� F/L 53.14 <br />10+55.25 E.C. <br />Z <br />10+55.23 BLUESTONE COURT <br />—�- 20' P.U.E^ — — — — <br />f R/W <br />--PROPosED E.P. <br />24 12 <br />LACE MON. BOX PER CW -N <br />PA. 55.46 <br />Reqs <br />'�- PROP05ED E.P. <br />P/L 55.916 _ <br />p r-400 00' 00" <br />L=64.40' <br />4+40.83 LEADSTOW DRIVE <br />PLACE MON. BOX PER (WK4 <br />57.41 I <br />is <br />'A/ <br />CROWN LINE <br />o- SEE DETAIL R-14 <br />Q Ar SHEET 2 <br />I a <br />LOT LINE <br />w <br />o; <br />o_ I w <br />MATCH SHEET 5 <br />BLUESTONE COURT <br />0 <br />NOTZ <br />STORM DRAIN (ALTERNATIVE) <br />IJ R.G.P. (GL. IW OR <br />2) PLASTIC PIPE TYPE "G" <br />t <br />U <br />m <br />U <br />W <br />W <br />O <br />16+00 <br />15+00 <br />n <br />13+00 12+00 <br />11+00 <br />r� <br />s <br />EXIST r 22( <br />: <br />:: p.tAN.Int�:.tQ <br />:p O <br />.rn.tO.�.M..0 <br />: <br />:: <br />0 <br />NOTZ <br />STORM DRAIN (ALTERNATIVE) <br />IJ R.G.P. (GL. IW OR <br />2) PLASTIC PIPE TYPE "G" <br />J REVISIONS JOB N0.: 0310314 p y C-15372 y EARNEST F SMITH - CIVIL ENGINEER SHEET <br />SCALE HORIZ. 1 =40 <br />N0. DESCRIPTION DATE BY DATE : 1 5 4::488 ' EXP. 3-31-07 221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523 STON EGATE ESTATES <br />RIZ. <br />SCALE VERT.: 1'-4'LODI, CALIFORNIA 95240 <br />DDRAWNESIGN tPgrF OF CAS\�DATE:c/ k��\Q R.C.E. NO.: 15372 IMPROVEMENTS <br />BLUESTONE COURT PLAN <br />CHECK : E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-07 8C PROFILE OF 15 <br />___ FILE N0.031031P4NOA <br />U <br />m <br />U <br />W <br />W <br />O <br />16+00 <br />15+00 <br />14+00 <br />13+00 12+00 <br />11+00 <br />10+00 <br />EXIST r 22( <br />: <br />:: p.tAN.Int�:.tQ <br />:p O <br />.rn.tO.�.M..0 <br />: <br />:: <br />_ <br />.to Ao <br />LO <br />LO <br />LO <br />In to <br />PROPOSED <br />n:rn <br />: <br />f- <br />o <br />: :cv <br />rn <br />: : <br />: : N M <br />GRADE <br />d .a <br />In In <br />ui <br />ua <br />`n <br />In <br />`n <br />In <br />°' <br />Ln <br />:::: (6 <br />,O In <br />u� <br />.� <br />.n <br />�.^ <br />,n,n <br />.^ <br />. <br />. . <br />,nCN <br />PROPOSED DITCH <br />: : : : : <br />rn: <br />: :M <br />:::: w <br />c <br />:&! <br />o ::: <br />M <br />FLOWLINE <br />`� <br />�. <br />"� <br />LO <br />'� <br />LO <br />"� <br />u <br />d <br />L <br />: a <br />LO <br />d <br />LO U) <br />,riui <br />u). .. <br />.... F.� <br />. <br />. <br />. <br />. . . . . . . . <br />. . <br />. . . . <br />. . . . . . . . . . . <br />. . . . . <br />. . <br />60 <br />60 <br />58 <br />EXIST bRADE <br />A7 � PROPOSED <br />¢ bRADE <br />... <br />---. <br />58 <br />ga <br />56 <br />54 <br />. . . RIM 52.64 . <br />y:+ A% : <br />.. <br />. . . <br />56 <br />..... <br />IH <br />PLACE CATCH BASIN: <br />. . . . . . <br />PROPOSED DITCH F/L <br />(50TH SIDES) <br />52 <br />........... <br />CON5T:5DMH: <br />. . <br />.. <br />52 <br />50 <br />PER GW 5"I <br />- <br />, P GLP6b IQ1 <br />'�0 2 SD (RG. . <br />50 <br />48 <br />INV. 49.25 <br />.. <br />48 <br />.INV <br />:48 Ol <br />SEAL <br />i.. <br />n <br />tOFESS/p�yq <br />... <br />.. <br />........... <br />J REVISIONS JOB N0.: 0310314 p y C-15372 y EARNEST F SMITH - CIVIL ENGINEER SHEET <br />SCALE HORIZ. 1 =40 <br />N0. DESCRIPTION DATE BY DATE : 1 5 4::488 ' EXP. 3-31-07 221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523 STON EGATE ESTATES <br />RIZ. <br />SCALE VERT.: 1'-4'LODI, CALIFORNIA 95240 <br />DDRAWNESIGN tPgrF OF CAS\�DATE:c/ k��\Q R.C.E. NO.: 15372 IMPROVEMENTS <br />BLUESTONE COURT PLAN <br />CHECK : E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-07 8C PROFILE OF 15 <br />___ FILE N0.031031P4NOA <br />