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I 1 •!13-' <br /> I1 <br /> 1 \ 12" SD <br /> 12" SD :_I 12"SD II 12" SD 12" SD F <br /> _ so / \ ._ SD SD __ SD --I-SD ry -so SD—SD- sb SD SD SD /�/ \ SD so SD so 41.r t <br /> . <br /> I • 1 ° 1 =' : I 1 :_ 1 ADAPTOR OR PIPE JOINT IIIII_I_, <br /> I 1 \ 1 I <br /> \\ /,/ II �\\ l�\ V m PVC PIPE 24 rBO. <br /> REMOVE EXISTING _ \ --�CB-02, FLOW SPLITTER MAX TOP OF WEIR WALL <br /> 12" CMP j \. v —ELBLOW , <br /> \bi- <br /> ��— - - SD (OUT) I ii.I'kk 4„ SD (IN) <br /> 0 CB 03, FLOW SPUTTER - _ _ <br /> z SD (IN) <br /> REMOVE EXISTING I g <br /> 12" CMP 72" TYPE 2 CB <br /> 12" QVC SD 8 HIGH FLOW OUTFALL TO CREEK ALL <br /> 0*-- <br /> m CONCRETE <br /> OR <br /> ' COR-N-st, SAND SEAR TYPICAL <br /> 34 LF 12" PVC 50 0 5.05% <br /> IN <br /> � EXISTING 12"IE=418.33 PVC PIPE AS REQUIRED 72" DIA <br /> NEW 12" IE=419.33 <br /> r----r, FILL IN EXISTING PLUNGE POOL <br /> r�-p.. r_ 1 TO GRADE WITH RIPRAP PER DETAIL <br /> —r = 12/SDD02. RECONNECT EXISTING TOP OF WEIR WALL ELEVATIONS <br /> EXISTING 12"IE=418.36 r--- <br /> ,�: r : CANAL GATE ON NEW OUTFALL PIPE. <br /> NEW 12" IE=419.38 -1 . __ r STRUCTURE ELEVATION <br /> FILL IN EXISTING PLUNGE POOL i- r-- <br /> S CB O6 427.99 <br /> TO GRADE WITH RIPRAP PER DETAIL • <br /> —r--��e•A <br /> -- - •��/' r CB OS 423.60 <br /> CANAL12/SDD02. RECONNECT EXISTING r <br /> CANAL GATE ON NEW OUTFALL - - P CB-04 422.93 <br /> x PIPE. . " CB-03 422.07 <br /> S 0- Ate- — — — — C8-02 421.80 - <br /> OUTFALL 300 DETAIL S o OUTFALL 200 DETAIL s81 FLOW SPLITTER TYPICAL SECTION <br /> s000>n2 <br /> c <br /> 2. <br /> Z z <br /> O <br /> N <br /> il <br /> E ,,, <br /> 5 O - <br /> t RECTANGULAR FRAME <br /> AND VANED GRATE <br /> �N7 \ FILL EXISTING PLUNGE <br /> 1. 12"SD (IN1 I--- ---� 411k12" SD (OUTJ 12" SD (IN) / /� 12"SD(OUT, POOL WITH RIP RAP <br /> e' I I I I `r- — - F.2====i� �. 1-7` `� i___i____iii__i______i__iç ;: <br /> I L r� J I __— <br /> N ' ` // / ' \====j1 <br /> ` SOLID CIRCULAR LID <br /> SOLID CIRCULAR LID i / <br /> P., y WEIR WALL p <br /> R 1 I 14I I +♦♦ 12�p, WEIR WALL ,D1 __ / / <br /> CI' <br /> gz <br /> O FLOW SPUTTER O FLOW SPLITTER <br /> P',8 TYPICAL SECTION TYPICAL SECTION <br /> `f , <br /> !'.-1-- <br /> RIPRAP GRADATION <br /> g I i 100%PASSING A 24-INCH SQUARE SIEVE(MAXIMUM STORM SIZE = 24 INCHES) <br /> 40 - 60%PASSING A 16-INCH SQUARE SIEVE(MEDIAN STONE SIZE = 16 INCHES) <br /> Et <br /> ' \�� 0 - 10%PASSING A 4-INCH SQUARE SIEVE (MINIMUM STONE SIZE = 4 INCHES) <br /> g <br /> CB-03, FLOW SPLITTER rio. CB-02, FLOW SPLITTER 11 RIPRAP OUTLET PROTECTION 12 <br /> 1"=2' SD01 1"=2' SD01 NTS SDD01 <br /> S �/ '...._./ '''.._..../ <br /> DRAWN BY DESIGNED BY J 1.'LE/y MCOB PAVEMENT RENOVATION AND REPLACEMENT SHEET <br /> C <br /> 6oF tusweer o/ ''''''.o 0 <br /> t,0 CHECKLAED W BY APPROOVED BY 5R.' �C�t 42syc� kl:iffCommunotytransit 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON <br /> DATE er /•• '�• °"'•"``°a — STORM DRAINAGE //) <br /> :4I � - 1/25/201813, 4't47,10,-.9- <br /> 24088 /c 1601 5th Avenue,Suite 1610 7100 Hardeson Road D D O` <br /> E, /�, 2/14/18 KJH LAW RJL ADDENDUM 1 Da tstt• Seattle.WA 98101 DETAILS <br /> 0 B No. 1600557 'ox"L c 206.622.5822 Everett,Washington 98203 <br /> J <br /> NO. DATE BY CHD. APPR. REVISION 2/21/18 www.kpff.com (425)348-2312 Fax(425)438-6141 82 OF 121 <br />