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TBLOCK PIN. OF SE 1/4 OF SEC. 17, TWP 29., R5E W.M. 2 <br /> m <br /> m m <br /> I <br /> 4" DIA INJECTI❑N WELL 12" DIA DUCTILE IR❑N VAULT APPR❑X, 1 FT THICK W <br /> WITH PRESSURE LOCK LID AND COVER (BOLT DOWN) ASPHALT PAVEMENT <br /> REM❑VE AND REPLACE IN EAST MARINE VIEW m <br /> ASPHALT IN TRENCH <br /> DRIVE Ci- <br /> W <br /> i -1--- <br /> 1" DIA INJECTI❑N PIPE1111 cr <br /> in U <br /> (C❑NTINUE TO MANIF❑LD) 1" DIAMETER INJECTI❑N > m <br /> CONCRETE SEAL PIPE (TO MANIF❑LD) i i <br /> BENT❑NITE SEAL <br /> W <br /> rn <br /> 1-1 <br /> INJECTION PIPE TRENCH SECTION z Q <br /> SAND PACK <br /> g. <br /> SLOTTED WELL SCREEN4., ::, :11:, fEft: <,;:i,....._. <br /> : :.117111:.il:. <br /> t. 11 460./1 0\ <br /> Ei <br /> Ei <br /> P. <br /> REMEDIATION WELL SECTION <br /> NOTE THIS DETAIL IS PROVIDED FOR REFERENCE ONLY. o <br /> ALL INJECTION PIPE SYSTEM AND o <br /> BIOREMEDIATION WORK WITHIN THE PUBIC z <br /> RIGHT-OF-WAY SHALL BE PER SEPARATE PERMIT. Z Q <br /> TYPICAL WELL AND PIPE DISTRIBUTION SYSTEMS <I" z <br /> SOURCE DETAIL PROVIDED BY EARTH N WIND, LLC (FOR REFERENCE ONLY) Q o <br /> NOT TO SCALE v J d c. <br /> z <br /> I-Lit <br /> L. W <br /> rn <br /> , , <br /> 2 <br /> ....., <br /> NOTES rr�^ <br /> 0 <br /> 5 MAX-p... 1. CATCH BASIN INSERTS SHALL BE REMOVED AT THE v J <br /> END OF THE PROJECT. Cr � �+ <br /> DRAINAGE GRATE TRIM 2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN (r' <br /> ��1 ��� , DRAINAGE DEVICES PER THE MANUFACTURES'S t�h `� .�.,I <br /> RECOMMENDATIONS.CATCH BASIN INLET INSERTS v 1 1 <br /> GRATE FRAME OVERFLOW BYPASS SHALL BE INSTALLED IN CURB INLETS. W <br /> `A BELOW INLET GRATE 3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO f^ <br /> SEDIMENT '4' �/ DEVICE CLEARING AND GRADING ACTIVITY,OR UPON y J <br /> AND DEBRIS PLACEMENT OF A NEW CATCH BASIN. C 4 O <br /> le ; '' FILTERED WATER <br /> r 4. SEDIMENT SHALL BE REMOVED FROM THE UNITLLIC.) <br /> ♦ • ,.. WHEN IT BECOMES ONE THIRD FULL OR IN Q CD iz: <br /> ACCORDANCE WITH THE MANUFACTURES' r� <br /> INSTRUCTIONS. V <br /> 5. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY <br /> REMOVING THE INLET INSERTS,EMPTYING,AND "" L-i <br /> CC <br /> RE-INSTALLING IT INTO THE CATCH BASIN.DO NOT ....„IWASH SEDIMENT INTO STORM DRAINS WHILE <br /> CLEANING. Z -'►�� W <br /> 6. SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE ammo. CO CL <br /> STORM WATER STRUCTURE IT WILL SERVICE. Cr <br /> _- <br /> O <br /> 7. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF <br /> SYSTEM(OVERFLOW BYPASS). <br /> SECTION VIEW <br /> 8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF CLIENT <br /> THE BIGD WITHOUT SPILLING THE COLLECTED <br /> MATERIAL.9. PERFORM MAINTENANCE IN ACCORDANCE WITH RIVERVIEYY I, LLC <br /> RETRIEVAL SYSTEM STANDARD SPECIFICATION 8-01.3(15). 10900 NE 8TH STREET <br /> TYPICAL <br /> SUITE 1200 <br /> BELLEVUE, WA 98004 <br /> 3 DRAINAGE GRATE <br /> a .� '' % PHONE: (425)453-9551 <br /> . ,4400(a,4,,.- -Age: '.4 .,"e-- - .0,- 0 <br /> o 5 <br /> ,-- ii \ . <br /> °o a WSDOT STD PLAN I-40.20-00 ACCEPTABLE SUBSTITUTE IF <br /> il BELOW INLET GRATE <br /> ° Y3 DEVICE OVERFLOW BYPASS MAINTENANCE MEETS NOTES 1-5 5. <br /> w <br /> w TYPICAL <br /> E <br /> Cr <br /> �0.� CITY OF EVERETT <br /> N PUBLIC WORKS DEPARTMENT CONSULTANTS <br /> n <br /> o Z„ <br /> % "avaNsass (HEATHER ealFFir�� PAULWItNELM !°"E�a ^�" Site Planning Civil Engineering <br /> 12/a0/2016 Land Use Consulting Project Management <br /> cu STORM DRAIN INLET 11431 Willows Rd,NE,Suite 120 <br /> z p6 ISOMETRIC VIEWg• ) g <br /> PROTECTION 210 Redmond,WA 98052 <br /> Phone:(425)285-2390 I FAX:(425)285-2389 <br /> % 50 <br /> www.cphconsultants.com <br /> In w <br /> /F <br /> r w <br /> STORM DRAIN INLET PROTECTION PRo� cr o0 <br /> o 24 17 037 <br /> .7 a- 8 <br /> N NOT TO SCALE ,:r ® DRAWING <br /> NI1 <br /> o <br /> C3.100 <br /> p Know what's below. <br /> i� Cali before you dig. SHEET 4 OF 6 <br /> CI: ` Copyright© 2019 CPH Consultants,LLC. Ali Rights Reserved. CITY Of FV F T <br /> REVIEWED FOR PERMIT <br />