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BALSAM DRIVE <br />SFE: SHEET 13 <br />20 <br />'wsI 21 <br />J <br />i <br />g A <br />I <br />O ' GREYSTONE CT. <br />O STA 1+00.00= <br />ao d I} BALSAM DRIVE <br />No_ <br />STA 14+61.58 <br />w W 25+00 26+00 I 27*06 26i � W N — <br />� o <br />+ 0 INSTALL SURVEY MONUMENT <br />_ P _ <br />w J B' W ° I FRAME & COVER (TYP) <br />%3 <br />U <br />STA: 0+94.00 <br />CONSTR CT DMH #10 <br />' o FL=30.29 12" IN N) <br />ws FL=29.04 �30" THRU) <br />56 57 c 18 <br />NOTES: <br />19 1. WHERE WATER LINE CROSSES <br />DRAINLINE, WATER LINE SHALL <br />BE OF OR�JE <br />EQUIVALENT. <br />200 PIPE OR <br />1a P�S� c�� 1� 2 CTLASS IPE X RCP DRAINORM PRE N ORCEDBE <br />56 CONCRETE PIPE OR AS NOTED. <br />QUASHNICK ROAD GREYSTONE COURT <br />GRATE ELEVATION SHOWN IS GUTTER <br />FLOWLINE AND DOES NOT INCLUDE <br />1" DEPRESSION. <br />nj o PROPOSED roil <br />PROPOSED Q' <br />GRADE � <br />CL � <br />RIGHT EP! <br />O { <br />PROPOSED FL ro � 0j Ma j o <br />j DITCH RIGHT Mcli <br />PROPOSED00 o6 <br />I i M j <br />XISTING CL <br />PROPOSED FL <br />t <br />O PROPOSED EP 0.97% <br />j XISTING CLI PROPOSED FL <br />} PROPOSED CL _ — _ 40 <br />— <br />! co 0.48% ___ _--- --__ _ <br />40 <br />F- " — — 1.50% <br />30MIN <br />N <br />W Mz 0.36% <br />Z — -- EXIST -e-W— <br />w-0" MIN <br />w --- — ---t --�I <br />j 150 LF X _ PV W TE j <br />I <br />IL _ <br />IST 72" SD- <br />- — — — — — EXIST T8" PSD <br />30 <br />30 <br />I <br />f I i <br />i <br />i <br />l <br />b <br />rn <br />U'! ^ <br />M;"- 00 Q <br />oil ��. . 3 <br />Q > w© 0 <br />w O Z o .�� O <br />j <br />_1s�___ ___.__.--. <br />20 <br />.. {- I <br />- - -- -- I <br />p + cO + 0 jj <br />-- Ld <br />11 11 <br />tnOE� cn0Zw <br />I <br />JH o <br />-1 <br />F--E,p �' U' <br />C7 <br />C14 't <br />Lc) OD <br />00 corn 6 M a0o Go <br />d0600cq <br />V •t <br />24+00 25+00 26+00 27+00 28+00 0+00 1+00 2+00 3+00 4+00 5+00 <br />u REVISION DATE DESCRIPTION APPROVED DATE COMPUTED: MUB �pFESS/p� IMPROVEMENT PLANS FOR DATE:10/28/1999 <br />CELLA BARB e q a <br />lo DRAWN BY: RAE/RDF/RHK w BLACK OAK ESTATES HORIZONTAL: 1"=40' OF <br />DESIGN BY: SRB ASSOCIATES Z QUASHNICK ROAD STA 24+00 TO 28+00 & GREYSTONE COURT VERTICAL: 1"=4' <br />N0. 047099 <br />/ u� C <br />a <br />ENGINEERING. PLANNING. LANDSCAPE ARCHIIECIURE . WATER RESWRCE4 . SURVEMIG CY EXP. 12/31/99 <br />*sT CIVP CADFILE: Q3.DWG 2. <br />PROJ. ENGR. SRB 777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 ATFOFCAI\ COUNTY OF SAN JOAQUIN CALIFORNIA JOB N0: 530084.01 <br />PHONE (916) 565-7446 FAX (916) 565-7452 <br />PRINTED: THUR 10/28/1999 14:30:28 <br />