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SCALE : 1"=40' <br />MATCH SHEET 5 <br />' WtInS-1 I 25' <br />LOT 5 <br />IL = <br />u� <br />CONST. SOMH <br />INV. 51.40 <br />LOT LINE <br />Ra`99 <br />INV. 51.416 �I <br />4+60.00 LEADSTONE DRIVE <br />PLACE 16"x24'50 <br />5I E.S.� ;[ I <br />q+21.61 SEM5TONE DRIVE <br />4+54.gq LEADSTONE DRIVE I `r <br />PLACE MON. BOX PER CW -MI <br />LOT Z w fu <br />ui <br />(ry <br />MATCH SHEET 5 <br />PLACE 16"x52' SD <br />WIHT F.E.S. ; f <br />5=1.10% <br />"- INV. 51.411 <br />15' P.U.E. <br />_ PROPOSED E.P. <br />1 6 <br />x.51.64 — ------- <br />PLACE 16"x5b' Sp <br />WITH F.E.S. (7.1 f <br />5=O.gBfK � <br />g <br />LOT 101 <br />4+18.61 E.G. <br />4+16.61 GEMSTONE DRIVE <br />PLACE MON. BOX PER GW -MI <br />— — Fit. Sola <br />_-5' <br />--------� <br />'�- PROPOSED E.P. <br />R/!^l <br />15' P.U.E. — — — — ¢ R=41.00' <br />A =410. 00' 0011 <br />L=64.40' <br />4+14.21 SADLER5TONE DRIVE <br />GEMSTONE DRIVE <br />FN <br />!Y <br />w90, <br />IL <br />MATCH SHEET 1 <br />56.12 LOT <br />GROWN LINE <br />I I <br />F/L�5428 <br />4+14.21 S.G. <br />56.60 <br />' <br />LOT <br />IL R-iq <br />SHEET 2 <br />I <br />6 d <br />4J W <br />r r <br />r r c0 N <br />10+00 N "9+00 8+00 7+00 6+00 5+00 + +4+00 <br />NTE: <br />STORM DRAIN (ALTERNATIVE) <br />1) R.G.P. (GL. MT) OR <br />2) PLASTIC PIPE TYPE "C" <br />EXIST <br />r. <br />�j <br />. . <br />�c <br />.0 <br />�n <br />A <br />. . . . .0) <br />N <br />. . . <br />. . . .0 . <br />. . . 'Co <br />.� <br />.1A <br />.0 <br />Ln <br />Lo <br />Lo <br />mLo <br />Lo <br />Lo <br />Ln <br />Lo <br />Lo <br />PROPOSED <br />M. <br />O. r <br />.......... .. <br />N <br />I:: <br />NTE: <br />STORM DRAIN (ALTERNATIVE) <br />1) R.G.P. (GL. MT) OR <br />2) PLASTIC PIPE TYPE "C" <br />EXIST <br />r. <br />.E <br />a_ <br />. . <br />�c <br />.0 <br />�n <br />. . . e- . . . . <br />. . . . .0) <br />N <br />. . . <br />. . . .0 . <br />. . . 'Co <br />.� <br />.1A <br />.0 <br />Ln <br />Lo <br />Lo <br />mLo <br />Lo <br />Lo <br />Ln <br />Lo <br />Lo <br />PROPOSED <br />M. <br />O. r <br />.......... .. <br />N <br />I:: <br />GRADE <br />'n <br />`n <br />'�' <br />to <br />'oto Lo <br />Lo <br />'o <br />Lo Lo <br />Lo <br />Lo <br />n <br />`D <br />: in <br />DITCH <br />03 <br />....... <br />... <br />o <br />o <br />o <br />oPROPOSED <br />o <br />FLOWLINE <br />'— <br />in <br />N <br />Lo <br />. . <br />N <br />L <br />N <br />u') <br />. . <br />N <br />u) <br />M <br />u') <br />M <br />Lo <br />mi. <br />,n <br />,o . <br />. . . . . <br />.......... .. <br />I:: <br />... <br />....... <br />... <br />60,60 <br />58 <br />58 <br />RIM vl.+:23 <br />5z <br />2.0% <br />EXIST q, 6RADE <br />PROPOSED SRADE <br />�:.. <br />56 <br />CONST. SDMH :. <br />. . <br />. . 2 . <br />. _ <br />. . . . . <br />54 <br />PER CW -51. <br />54 <br />gz0.50AS <br />. . . . . . . <br />52 <br />52 <br />INV. 51.416 <br />INV. 51.64 <br />PROPOSED DITCH <br />F/L {BOTH SIDES) <br />5050 <br />50 <br />16"x24' SD: <br />PLACE I8:"X52':SD <br />5=I.0% <br />48 <br />48 <br />INV. 51.40 <br />PLACE Ib"x58' 50 :: <br />. <br />. . ... <br />... <br />..::::.::.:: <br />.....::.::.: <br />.:::::::. <br />.I <br />S�O.gb% <br />b. <br />. <br />_ <br />SEAL: <br />F. C <br />: : <br />. <br />REVISIONS <br />JOB NO.: 031031P6NOA <br />�yy� <br />C-15372 ti <br />EARNEST <br />F. SMITH - <br />CIVIL ENGINEER <br />SHEET <br />N0. <br />DESCRIPTION <br />DATE <br />BY <br />DATE : 10/09/05 1"- 0 p.m. <br />� <br />m <br />� <br />STO N EGATE ESTATES <br />221 <br />SCALE HORIZ. : 1^=40' <br />= <br />EXP. 3-31-07 <br />WEST OAK STREET, <br />SUITE B-2 <br />PHONE (209) 334-6523 <br />SCALE VERT.: 1"=4' <br />��9 <br />LODI, CALIFORNIA 95240 <br />IMPROVEMENTS <br />6 <br />DRAWN : <br />0 1 V \� � <br />rFOF <br />DATE: <br />R.C.E. NO.: 1531 <br />DESIGN <br />CA�� <br />GEMSTONE DRIVE PLAN & PROFILE <br />of 15 <br />CHECK <br />E. F. SMITH, DESIGN ENGINEER <br />EXP. DATE: 3-31-07 <br />FILE NO.031031P6NOA <br />