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550 <br />545 <br />540 <br />535 <br />530 <br />525 <br />ROOF DRAIN CONNECTION <br />SEE MEP FOR CONT <br />SDCO#1:, SDCO-6in <br />RIM=541.77 <br />................................:............................................................................. <br />6" IE=$33.68 (OUT) <br />H 1 LF 6" SD 6 15.00% <br />3 LF 6" <br />SD <br />15.00% <br />(SOLID LID) <br />RIM=541.27 <br />6" IE=532.01 (IN) <br />6" IE=53?.01 (OUT) <br />SDMH#4, TYPE 2 48" (SOLID UID) <br />RIM=535.43 <br />STORMCHAMBER: (SC-740) 6" 1E=532.01 (IN) <br />" _ — <br />Q.2 ......lE-.532.0.1...... IO.U.T.......................................................................................................................... <br />6...1 I�E--535:01.....(1.)...........................................>.......................................................................................................................... ) <br />6": IE=535.01 (OUT) 0.03" IE (VERTICAL RECTANGULAR ORIFICE)=33.78-534. <br />6"1 STONE BASE: (MIN) 6" TOP OF OVERFLOW RISER=534.93 <br />91 STONE COVER (MIN) 6" IE (OVERFLOW :RISER)=532.01 (OUT) <br />�............. ..... .a.. ..... ..... Q ........... ..... .a.. ...... ...... ........... ..... ..a6 ...... ..... ........... ..... ..0.. ...... ..... ..... ..... 6a.. v v C v v .o o• v o o• v... o..... ....o...... .....�y..... a..v........... .o...... <br />0 <br />RIM=533.28 <br />6" IE=531.85:(IN) <br />t" IE=531.31 (IN) <br />EX 6" IE=53185 (OUT) <br />..........................6...............................................................................................6................................................8................................................8................................................ <br />33 LF 6" D 0 0.50% `--\---- — — — — <br />R <br />100+50 101+00 <br />STORMCHAMBER PROFILE <br />1 " =10' H; 1 "=5' V <br />B <br />C4.00 <br />0 <br />EX 27 LF 6" SD <br />201 +50 <br />550 <br />545 <br />540 <br />535 <br />530 <br />525 <br />SEE MEP FOR DETAILS / ) 5 <br />r •2 I 6—IN MANIFOLD <br />} <br />" D S A B E 6—IN MANIFOLD) PVC ( W OUTLET, TYP INLET, TYP C I <br />9 <br />PARKING" <br />I L�--NC \ 0 C 15 1 <br />-534-CV <br />I �. <br />P R 71 0� <br />3 ( E <br />SDMH#3, SEE PROFlLEV W <br />I e /I I ISOLATOR ROW <br />UNDAI <br />-TE I. ,Q m VERETT" <br />STORIVICHAMBER DETAIL r - "**N <br />r=,o' 11c! Vo <br />U <br />11 E <br />1 3/30/22 TJP KEC JDE CONSTRUCTION DOCUMENTS DRAB DESAWP IGNED BY �� EBE� LMJ HYUNDAI <br />SHEET <br />CHECKED BY APPROVED BY ; Call 811 �> ° ��5��61 7800 EVERGREEN WAY, EVERETT <br />two business days 16015th Avenue, Suite 1600 �� y d <br />KEC JDE before you dig Seattle, WA 98101 <br />DATE <br />y 206.622.5822 <br />03 30 2022 S C A L E: www. p .COm Ago is � STORM DRAINAGE PROFILE C4*1 <br />�s <br />N0. DATE BY CHD. APPR. REVISION J 0 B No.: 2100507 AS SHOWN IQarnr 0313112022 <br />