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III <br /> 1 ,,, <br /> NOTCH CUTOUT LENGTH / <br /> SEE TABLE BELOW <br /> I <br /> SECTION A - A <br /> B SOLID COVER <br /> RIM - SEE TABLE <br /> poet—_ '�\��al (('� <br /> ii-�� 1= ' � ' -- -- g <br /> I TYPE II.54"0 I <br /> lffIIIIIIff <br /> --- '' i j &:.:.3-- — HOLDING CATCH BASIN - <br /> °oS • TEMPORARY WATER STRAPS <br /> A cO A TOP OF RISER <br /> CTION <br /> I <br /> — —J °° DIVERSION SYSTEN� , il , =SEE TABLE <br /> B ,,3 PLAN PER CONSTRVPLANS <br /> �_. FLEXIBLE DRAIN PIPE PLANS ` BAFFLEBLE <br /> (OR APPROVED EQUAL) <br /> I <br /> SLOPE ANCHOR'S REQUIRED \\ <br /> FOR SLOPE GREATER / <br /> O PLAN - THAN 202. EXISTING GROUND— <br /> ANCHOR PINS • <br /> NOTCH CUTOUT LENGTH <br /> As REDUIRED SEE TABLE <br /> __YE f. — 12"RISER <br /> SECTION B B w <br /> I �. <br /> °o° LIFT GATE 12"MAX. <br /> STANDARD METAL OR • <br /> c <br /> SECTION A-A z 3"MIN. <br /> HIGH DENSITY POLYETHYLEN • <br /> E <br /> TEMPORARY DIVERSION END SECTION WITH HOLD INC R� „o„ <br /> STRUCTURE PER PLANS STRAPS AND ANCHOR PINS <br /> • <br /> IC <br /> OUT... E''''—'' 8 <br /> _ IP <br /> '-'�i'+-"i (nP TOP AND BOTTOM) IN z: <br /> 401- <br /> IE OUT <br /> ,'It SEE TABLE <br /> PURPOSE f I. �gyp. <br /> E IN <br /> TO PREVENT SEDMIDITATON FRIMI <br /> s <br /> / SECTION ENTERING STORM DRAINAGE:SYSTEM "..\ SEE TABLE <br /> NOTES CCOAT RSTRRUUCTIOZNEROP .IG <br /> URING , <br /> 0 SHAPE OF SEIDWdTAT10N POND IAAY VARY TO ®IEIAPORAPoLY LEAVE dR B Ex IsilNc OR <br /> ER DRAINAGE AREA AND TERRAIN.MODIFY AS WIN TIRE SCREEN. GRADED SLOPE i t//,, 1�. <br /> • NECESSARY.HEN-CIR SATISFACTORY ORY TRAPPING / OR - `� <br /> OF SED/IENT.HAIF-CIRCLE POND MAY BE USED 04 PtACE GRAVEL IN FRONT OF SCREEN TO FILTER <br /> WHEN CURB AND GUTTER ARE INSTALLED SEDIMENT. .A. <br /> IX ONG STREET CONSTRUCTION. <br /> ®CLEAN OUT MEN SEDIMENT REACHES B'BELOW <br /> ®CONSiltI1CD01E RM POND BASED ON E7TECim Fl.OTIT DURING g' 2P\_ ORIFICE(#1) <br /> GRATE <br /> m SEE TABLE <br /> _ ,; CITY OF EVERETT CATCH BASIN INLET 9-21-1991 '%'% TEMPORARY DOWNDRAIN STRUCTURE 9-21-91 209 <br /> PUBLIC WORKS SEDIMENTATION TRAP Gale dote number <br /> I <br /> '' ER ENGINEERING&PUBLIC r r 3 a %/ TT <br /> _▪ '< SERVICES DEPARTMENT TYPE C numCer CITY OF EVERETT - PUBLIC WORKS DEPARTMENT <br /> - 54"0 <br /> FLOW CONTROL STRUCTURE PER CITY DETAIL 412A-C <br /> CONTROL ORIFICE(I DISTANCE TO NOTCH RIM IE IN IE OUT TOP OF <br /> STRUCTURE DIAMETER NOTCH Lam RIM <br /> A 1.49" 3.6' 3.4' 417.05 400.00 400.00 403.9 <br /> B 1.41" 5.5' 1.7' 344.50 327.78 327.78 333.73 <br /> 4 C 1.41" 3.45' 1.1' 351.00 338.00 338.00 341.98 <br /> CATCH BASIN / INLET SEDIMENTATION TRAP O TEMPORARY DOWNDRAIN STRUCTURE © FLOW CONTROL STRUCTURE <br /> i9 NTS41) <br /> cc <br /> NTS <br /> a <br /> I w 1NTS <br /> z <br /> zz <br /> _.. ,"v..v._....L,.».r«.u.1;i. ..�..,7 ....+nWx..uM...— �. -e.+ aiu.s...:.. x._..h'.:Sia cu...a. -.u. w .`�-.naaz;:,:iV.;'s. fo-a e x.+ .J a"F.+.L <br /> No. Date Revision Description. g1VE A, '7, ,r7 - <br /> BY. .. P , 4 Deemed 9Y Issue Date • E <br /> U 04 IIAgry7 ,y , E i <br /> cl <br /> 2 77/11/0 PACLAND ISSUE <br /> SU FOR AREVIEW OrewnB�y 02/14/06 a4qt� �o�� ,a,!:* <br /> x;��4 tc C32-1 INTERAIR <br /> 02/14/066 PACLAND ISSUE FOR PERMIT JKG PERMIT '(1 g i \ I COMMERCE CENTER EROSION AND SEDIMENTATION <br /> p,,. "`" CONTROL DETAILS D-1.8 <br /> y' t �.'�ONA4g8'' 1173SSERBSL T(425)453-9501 EVERETT, WASHINGTON <br /> I g PJM 2005024.003 Suite 220 F(425)453.5208 <br /> e 0/51/ Bellevue,WA 98004 xwW.PAdNAMmN <br />