Laserfiche WebLink
360.00- <br />SDMH 1-5 <br />IM:347.00 <br />4 <br />PROPOSED <br />C546-26LC546-20 <br />e7A <br />IN <br />IE:339.50 24" OUT <br />GRADE <br />EXISTING <br />IE:340.00 18' OUT <br />F7 <br />,GRADE <br />TOP MEDIA <br />12" <br />DISTRIBUTION PIPE, TYR <br /><1 <br />rEL: 346.00 <br />rEL: <br />345.50 <br />0 <br />350.0 <br />4 <br />- <br />- - - <br />- <br />- - - - - - - <br />0 <br />%MED�A <br />- - - - - - <br />- - <br />- - - - - - <br />BOT. <br />A <br />EL:343.50 <br />- - - - - - <br />340.00- <br />BOT. PEA URAVEL <br />EL.343.04 <br />--BOT. DR0 <br />ROCK <br />2 IMPERVIOUS <br />LINER <br />-"' 2 <br />EL:341 �70 <br />COMPACT SUBGRADE <br />PER PER SPECIFICATION 2 <br />(E) WEST <br />CLAY LINER <br />BOT. DRAIN ROCK <br />EL:341.5 <br />TO 343.0 <br />EL:341.11 <br />OnT nDAIr'� Dnry <br />BOT. DRAIN ROCK <br />t <br />EL:341B.53 <br />330.0 <br />I <br />N <br />a 0 �' 30111411 <br />m <br />Wrel Tort mi <br />PROPOSED <br />GRADE �-EXISTING 12" DISTRIBUTION PIPE, TYP-) <br />GRADE TOP MEDIA INV:345.50 <br />I I-, <br />EL:346.00 - - - - - - - - <br />BOT PEA GRAVEL <br />EL:34100 <br />BOT. DRAIN. <br />NOT ' MEDIA EL:341.53 <br />cl:343.50 <br />'IMPERVIOUS LINER <br />"COMPACT SUBGRADE PER <br />SPECIFICATIONS <br />(E) WEST CLAY LINER--,- <br />EL:341.5 TO 343.0 <br />1+ <br />7� <br />BOT. DRAIN ROCK \-BOT. DRAIN ROCK <br />EL:340.92 EL:340.92 8" UNDERDRAINS, TYP L2J <br />BOT. DRAIN ROCK 24" NON-PERF <br />EL:340.29 UNDERDRAIN <br />INV:340.86 <br />I <br />2+00.00 <br />Station <br />PROPOSED <br />GRADE <br />(D <br />GRADE <br />< <br />0 <br />TOP MEDIA--� <br />DISTRIBUTION <br />PlPi <br />EL�346.00 <br />INV:2 <br />350.00-_ <br />0 <br />4 <br />BOT. MEDIA <br />EL:343.50 <br />340.00--BOT° <br />PEA GRAVEL <br />u . .. . . . . . <br />EL:343.00 <br />BOT® DRAIN ROCK -i <br />(E) WEST CLAY LINER <br />IMPERVI <br />o <br />EL:339.06 <br />EL:341.5 TO 343,0 <br />330.00 <br />1+0.00 <br />0+00.00 <br />b S ECTI H <br />Station <br />I <br />SDMH 1-4 <br />8-20 RIM:347.00 <br />-TOP MEDIA <br />EL: 346.00 . . . . . . . <br />I.-Tellimal Im., <br />ImMmll <br />(E) EAST CLAY LINER <br />EL:339.5 TO 341.0 <br />BOT. DRAIN ROCK EL:341. <br />I <br />2+53.00 <br />1:11i'm A , 1 1 1 <br />0 <br />0 <br />.00 0 <br />z" 4011�1 <br />BOT. PEA GRAVEL <br />( r EL.342.9934 <br />0 <br />(E) EAST CLAY LINER <br />BOT. DRAIN ROCK EL:339.5 TO 341.0 <br />EL:341.78 <br />u -33 <br />0 3+56.00 3+75.00 <br />70.00 <br />100 <br />0 <br />.00 <br />Ins <br />00 <br />L-Li <br />00 <br />--PROPOSED <br />GRADE <br />360.00- <br />('D <br />< <br />EXISTING <br />GRADE <br />0 <br />12- DISTRIBUTION <br />350.00--- <br />- <br />4 <br />INV:345.50 <br />TOP MEDIA <br />EL:346.00 <br />SOT. MEDIA <br />EL.343.50 <br />340.00-t SOT. <br />PEA GRAVEL <br />E WEST <br />CLAY LINER <br />EL:343.00 <br />EL:341.5 TC <br />8" UNDERDRAIN <br />2 <br />343.0 <br />BOT. <br />DRAIN ROCK <br />EL:339.06 <br />IMPERVIOUS LINER <br />330.0 t <br />0+06.00 <br />0+53.00 <br />Station <br />SECTO"N <br />J <br />SCALE: 1"=20' H <br />C220-18, C546- 46 <br />ILC5 <br />-20 <br />1"=10' V <br />ACCEPTABILFrY <br />THS DESIGN AND/OR <br />SPECIFICAMN IS APPROVED <br />LEGEND <br />- - - - - - - - - <br />EXISTING GRADE <br />PROPOSED GRADE <br />- - - - - - - <br />PROPOSED IMPERVIOUS LINER <br />EMF MEDIA <br />00000000000000 <br />10,000,010,000 <br />0000000000000 <br />PEA GRAVEL <br />0 0 <br />0:0: �0�0�0�R <br />DRAIN ROCK <br />SURFACE PREPARATION PER SPECS <br />EXISTING CLAY LINER <br />REMOVE WHERE WITHIN <br />EXCAVATION LIMITS <br />).00 <br />100 <br />SCALE - VP =20' <br />4815 CENTER STREET TACO MP WA. 98409 <br />PHONE: (253) 474.9449 f FAX: (253) 474-9449 <br />http://www.sitts-huii-engineers.com/ <br />Project No.: 18,815 Project Mgr.: DOD <br />03.05.21 An-vn <br />1 25065486 1- <br />CML EVER, WA�" "' 40-YD-0546-20 <br />