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BLOCK WALL SECTI ON GRAPHIC SCALE o 0 <br /> �' ��'' �� � �'�'� ,�^� r �= O r tV » i ~ <br /> -� �� �� >'�-'"� � '"` � SCALE: HORIZ 1 2 �o"�-a o ,z� �° '�e`zz� O � C� <br /> i x,. �G, _ <br /> VERT 1" 2' Q � � Z <br /> � '� �°-�" WASHED ROCK Z w = <br /> ; � F I L T E R F A B R I C DO NOT OVE R C O M P A C T S O I L S » > > N <br /> i � ,% �\ .,;�. 6" SAND TREATMENT WRAP 21 �, BENEATH INFILTRATION ZONE 1 =40 Q W W d <br /> ` LAYER OR DOCUMENT � �' <br /> `` ' SOIL SUITABILITY AT <br /> Z <br /> � '�' \ EACH INFILIRATION BED. SET PIPE 6" OFF BOTTOM OF — <br /> � \4 THE INFILTRATION FACILITY. Q <br /> II \ ,, <br /> , NOTES � <br /> '. `•,, 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT � � <br /> � STANDARDS PER THE WASHINGTON STATE DEPARTMENT OF ECOLOGY'S , , ,, <br /> , 2014 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, '�;'<�,�!i; ."�.,�.��< ;��,fiiyf�!�� ���`j�.� i� � ,�,��� , , <br /> , `� <br /> `, AS AMENDED IN 2014 (2014 SWMMWW). ' ' ` � `�'' `�' �'1' , <br /> , '- � , 2. FOR CATCH BASIN TYPE 1, SEE C.O.E. STD DTL 402. 3" COMP.DEPTH HMA cu�ss �/2" � � <br /> , `:', `'�, TYPICAL INFILTRATION SECTION 3. FOR CATCH BASIN TYPE 2 72��b RESTRICTOR, SEE C.O.E. STD DTL 415. 3" COMP.DEPTH HMA CLASS 1' � � <br /> ,2A ; <br /> 4. FOR CATCH BASIN TYPE 2 48 � & 54 �, SEE C.O.E. STD DTL 405. � <br /> li � <,�, `�A 5. FOR UNDRGROUND DETENTION SYSTEM„ SEE C.O.E. STD DTL 418. s" coMP. DEPTH GRAVEL BORROW <br /> I ? �`; 6. INFILTRATION GALLERIES SHALL BE EXCAVATED USING "AT ARMS <br /> � � , SAND TREATMENT LAYER SPECIFICATIONS LENGTN" METHODS. CONSTRUCTION EQUIPMENT SHALL NOT BE DRIVEN TYPICAL PARKING LOT <br /> `;,. `�t. <br /> I' 7. NDERD AENEP PESABELOW DRIVI G SURFACESAM ST MEET PIPE PAVI N G SECTI ON <br /> �I US SEIVE # PERCENT PASSING <br /> ' 4 s5-�oo MATERIAL AND CO�fER REQUIREMENTS. SCALE: HOR1Z 1° = 5' <br /> '; S 7o-ioo 8. PROTECT THE INFILTRATION SOIL DURING CONSTRUCTION. SOLS BELOW VERT 1" = 5' T, <br /> ____ <br /> � -- THE INFILTRATION AREAS SHOULD NOT BE COMPACTED TO THE SAME '-'� ' <br /> � 16 40-90 <br /> ��;�, ����„ ���,, ��, ' 30 25-75 LEVEL AS IS TYPICALLY DONE BELOW A PAVEMENT SECTION. ����Zp�/�''t_r _ _ <br /> r . <br /> , c.as� �v/3" Br,a,ss 50 2-25 �U�L1C KS DEF�����ii , <br /> '�, �!Sl�: WfPUNCH 100 <4 � <br /> _ 1 �� �,. <br /> , �._*, . ;.� 200 <2 �3Y <br /> Z-rLg'.�� . � o�: <br /> � � ?�ATE�-�--------�. < <br /> iQ ��-r.�(l�-Cl«r'Z�TT I�"�v �_ � . <br /> ,;, 1 <br /> � Q <br /> �� � Copyriqht 2017 by Briar R. �indsay, B� Se�"VLCQS ��C. Design, map, text and data may not be used, copied or reproduced in any way without express written perrnissior of Brian R. �indsay, B� Se1"VlCeS �,�C. <br /> � <br />