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� � � 30"fi ACCESS HOLE <br /> HDPE SWIRL cn OVER OUTLET, SEE PLAN <br /> CHAMBER � FOR OUTLET LOCATION <br /> l <br /> INLET -- OUTLEi' —i— .. . 00 � �'C��d N9t�t�EL �'x18' <br /> . . Q . . ' A ' Pp . <br /> - .D .. 'Q .v-�,�., � �,..�s�w �w,.u....�� .,...�n , .,,.. m-..c�.�....Qx- - .,. ,0 ,. . _�. ""� . �' . . �' . �' . M^ <br /> � PRECAST 8 �i P 4. P • 'G 4 ' . P ` 4 0 . o a <br /> 4 4� � 4 � <br /> � O G D 4 4 • <br /> o CONCRETE A a . Q <br /> ACCESS <br /> HOLE ARCHED `�� VAULT . ' <br /> ��4\ t k `�♦ `"�4 `�"� e.. .a.�4 V-a M.�. y�.i,�., . <br /> - '..�l'4� 'F4 �:� .�E'� !.`...' tiip. � `'�"� 4:i b c <br /> BAFFLES . � � ti . .,� �� � ; ..: � <br /> a � ' o •µ.��\ '`,`�`+ "4. �'�y��'♦ �� i�`t.�� `6� �,�� �� .,,,�k�1. 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'ti` :,�``«��°� " �:'° `' �., ACCESS <br /> a � .. � �. .� � - <br /> , � <br /> � ACCESS HOLE '��, ` �w���� ���� �.�� � �`,: ,`�,�,' � ��.:' �,�,��:� � HOLES <br /> � ` OUTLEi� . <br /> 0 <br /> Q �.. 'Q Q . ,p Q 4 . . Q . Q, . . . 4 . � . <br /> e � 8AY o , , q o . 4 .� p. . o <br /> � q <br /> .:p ` , p � p � .. ,. w... e ..,«..w.w .. _ _ ..�.-r . � � . . . . . . , <br /> a p <br /> 4 ��.��..�.v���.�..w��...�.�.�:.�. ��.�.�..���.��� `..� .��r � ���.. � 5, 2» 5,_�» 5,_��. <br /> STEPS ANTI—FLOATATION ENERGY � <br /> ' �. �' � . ALTERNATE � BALLAST � D�SSIPATOR �C�Fi t�AO�EL �'x1,Q' <br /> P 4.. 4 OUTLET PIPE <br /> �� o p ; LOCATION FILTER CARTRIDGE ' <br /> �—�--4 TYP. � „ NUMBERS VARY, SEE �N�-� � <br /> z 60 � CONCREfE C7.1 1 , C7.12 & C7.13 SEE PLAN <br /> FLOW SPLITfER FOR QUANTITIES FOR LOCATION � ; <br /> 2" lYP. <br /> ��� V�� • <br /> � EDGE OF ��� <br /> �n CONCREfE DESIGN WATER 34"� ACCESS <br /> - S�B SURFACE HOLE WITH FRAME <br /> ELEVATION AND COVER INLEI" — <br /> FRAME AND PRECAST SEE PROFILE <br /> BOTTOM REBARS COVER CONCRETE FOR INVERT <br /> �6 � 6" O.C. o �o o $ o �o 0 0° �aGo ��o`� �o� o�o � o `� �o$ a o 0 o a�� GRADE RING VAULT ELEVATION <br /> EACH WAY i�i!i ii, i ii ii� �i�� �� � i i�i�i���i,� �� ��%i�i!i ii i�i ii�i�i ' ` <br /> TOP REBARS $ 5, STEPS <br /> �5 @ 4" O.C. HDPE SWIRL � a ` <br /> EACH WAY CHAMBER W <br /> \� J <br /> � <br /> � ,`%���i W o z LADDER <br /> CONCRETE SLAB ����`� � � � <br /> �� Q � <br /> `� \�i\�� > ww `° ,-:, / :,�,� , -� , �{ f, <br /> » � � p ,, !_. �� l, �J � �• /� y'f ✓l /, , <br /> \/�\�� � � d '% � .!`✓p '�''i' � � ���,/, � � ✓`.� � <br /> `�4- S� �/// tf� ;� a;�; .� �`i,�� ,� �� r.,, /f �;:,, '�•; , <br /> BYPASS <br /> . . \/\\\\ . . . . . , � ' . . ' q , <br /> � BACKFILL OUTLET — <br /> .._ .. _ �..D..... _ _ _ . _ .,,. SEE PROFILE 3,_�„ FULL NEIGHT <br /> FOR INVERT BAFFLE WALL STORMFILTER <br /> � ELEVATI�N CARTRIDGE <br /> VENTS ����i��\ OUTLEf BAY $��`�`I��I ��-l� <br /> CONC SLAB, 3�"� ACCESS ����%�� � „ <br /> 10" THK HOLE WITH FRAME �% 8 � - <br /> AND COVER STRAP ����������� � TO STORM FILTER <br /> i����i � <br /> REBARS FINISHED �%\ _. ...... _ _. .,. _ ... _... _. ___.._. _.. _. . ._. :,,_ SYSTEM _ , <br /> 30 � ACCESS HOLE <br /> „ PAVEMENT „ ���� FINISHED WITH FRAME AND COVER ' <br /> 3 3„ 24 � STANDPIPE �- � PAVEMENT <br /> z <br /> — S7RAP <br /> a�A :,�;,-.-,=..,« :.� ,� � <br /> ,... <br /> \//\\///////\\//\\/\\/\ ///\\//\///\\/\/\//\\ \ � � <br /> F <br /> BACKFI LL � <br /> , : �. ; . rt;�4 : <br /> "'�y ���" HDPE SWlRL EDGE OF EXCAVATlON LI�1" GATE BA�FLE ,` <br /> i�i� WALL� <br /> ����\ ����� CHAMBER SLOPE AS REQUIRED � 8'4"� STANDPIPE BACKFILL <br /> ��i��'. � ����� FOR SAFETY � � _ <br /> EDGE OF <br /> /��\��� �!�� z ORIFICE EXCAVATI4N ' � <br /> i� r; �; , Q <br /> \\/\^ /�\\� BACKFILL � SLOPE AS `' ; ;� � '� <br /> �'� ,�� , � <br /> � � <br /> s <br /> ���%o� � OPEN BOTfOM RE UIRED �'�` r" '� '� `� ` `°� <br /> �ij cD % ARCHED `� Q � , °° ` ''` ���'. 3�= � ANTI—FLOATATION <br /> �� �� � FOR SAFETY � �a � � �'°.` -�. <br /> 24 BAFFLES STEPS � �J v. � � �* � � � v BALLAST <br /> �, <br /> ERGE QF EXCAVATION f�A ;--x rj 1 � , _°� �_ :.s .. <br /> °' SL4PE AS REQUIRED MIN. �i'���% �i%���i�� � , � ' � { �� � � , �� <br /> � F'OR SAFEfY °� �%��i��, ����%��i%, STORMFILTER �Y....1.� " �� � _ _T� ��`�s ���_��—� �"����j <br /> ; d � �� �--_ � � ��. ,� � s � <br /> �r `% 0 12 �i���i �' ° �ii��i�� CARTRIDGE i =c-�- � -.� � � i�06 a � $<�"��� <br /> %, . , ��ii�� �������� , UNDERDRAIN >� ���� � OCT � 2��� � �`��� ����—�° � <br /> �"" i /. /. ♦.\ , ��\�/ . v o . � . o .v � v..o .vV � /\ » - .� � �s t �=-_'"�� 4 } <br /> r�� CHAMBER DIAMEfER VARIES. � ���!i\��i�\�ii�\�i���i��i��i�\i�������%��������i��%%%"%i���i���i���������������������������i�� ���!i�i%�i%�ii�\!i\�/ , 12 GRAVEL � ,,,�"=--�_�� <br /> v , » ��i�\\i\��i����\,!�\/�/i.�,� ����\�,\ \ \� \/\/ �/ � � l\/ . �� \ \ �� MANIFOLD � � �3� E ���v�4,�_� , a��rr „ � p� ' <br /> , �, �,� r_���,f� �J'�'�F��,;, <br /> � ����,����\i�\�i,\��i�������\�/��/�/ /i�i���i�/�� BEDDING � �:-�''.— ,''' Pr� ,_�___� ��s.�.���=E�}� ; <br /> I,C) � .A\��\.�\,.AA.,� � a �J�d'_ r���� .��� fj i���Jf.(' � � � <br /> � 6 � FQR MODEL AS-6, AND 12 BEDDING � - <br /> 5 � FOR MODEL AS-5. �' �����t�� �....� � d�� �y'r � _ __ : <br /> � 9 ��G�6�� ��'ir � ,��P_��f f!� PEC_Jln�g3 �'tIU,'-. <br /> ___.�s#iJ ��YAr1f(t'sG ��iVS` C(7is?;irtUi��tJtd U� f�.I.S' <br /> .-- <br /> j SECTION A�A �L������ BEDDIN�VEL _ � <br /> �a�� ��s��a����� <br /> C ! g� Z <br /> � �'izf1��� I' RNr�#�C)�AL��?r� 7�#4�s '�'EaCj,� f'7" F�- <br /> CT � �c'{i�1t!�il1 S�'�'e4� �'Y�i�I+L���f' S�a�9dfJ xri�"' <br /> '� i `tdi' '� {r� r' ..... �{J°P'�t ` t'1 r�ilt',1 <br /> Q 1 AQUA-SWIRL MODEL DETAIL � YY�l�AL �'Lt�W ���1�"C�� � �Y�'I��4L �'I������` �T+��� �ILT�� SY=�7'E�M.��.���.�s._ � �,�� �-��,r�� ,�.T �.�, ��-: -,� , ��.. <br /> � , �s <br /> `r' C7.14 NOT TO SCALE <br /> �- C7.14 NOT TO S�ALE <br /> � C7,� �. NOT TO SCALE . <br /> � <br /> 0 <br /> 0 <br /> N <br /> / <br /> r-- <br /> N <br /> � , .: .,_ _ _,. _ <br /> _.: <br /> PROJECT ENGINEER: SCALE: �� � � � � � � � ��� DWG. NO. <br /> � � ° I I I ■ I �� �w���=� � H. KUYPER AS NOTED ` <br /> Q <br /> N `, ��� y��c�,� DESlGNED BY: DATE: � ��� � � <br /> Q� � j�y � � oy� N���1� MA�INA �ED�V�L��MENT CIP N4. <br /> �' � D. YE AUGUST 4, 20�� <br /> � 728 134th Street SW � Suite 200 � ' 1�F�AS�TRUCTUR� PH�SE 1 3—c—oo3�0� <br /> " DRAWN BY: CHECKED BY: <br /> N j '"yo ,p�G7671 �o ��,�- W. CIRIDON H. KUYPER ��/ A "�'�` A � ,{ �" '�'"' �/' �" �"'� AA PRo�ECT <br /> ,� P.O. BOX 538 9 Y V /�1 1 L3. � �� �H� tV! 1.�., � 1 � ! � 1 L IYI N0. PD—NM�2Q05-Q6 <br /> � Everett. Washin ton 98204 t fi�� �S�E���.� <br /> o Q O 8/4/06 PERM(T APPROVAL/CONSTRUCTION �-' s`�����'�` � �� ,. <br /> �� APPROVED BY: � ��� � �� <br /> � E V E R E C T, W A 9 8 2 0 6 P h: 4 2 5 7 4 1—3 8 0 Q <br /> 00 (425) 259-3164 �xPiREs 03 03 07 <br /> � �10B NO. 21-04-015 N0. DATE BY REVISION N0. DATE BY REVISION � � SHEET N0. 7;3 OF ��.� <br /> . _ , _ �. . . ..� . .._ . _ . ,_ . � � <br /> .. . .. . . . . . . . . . . ,i..... . . . . . . .. . . .. , . . . . . . . .. .. . . ...... . . .. .. � . . . . . . . . <br /> e <br />