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_ _ _ �
<br /> HDPE SWIRL r A � 30"�s ACCESS HOLE
<br /> CHAMBER a OVER OUTLET, SEE PLAN
<br /> FOR OUTLET LOCATION
<br /> I
<br /> INLET --- OUTLET —� � °° � �A B � 6� FOR MOD6L 8'x18' 6�
<br /> �p .. 'Q . 0 . p � . . . p .
<br /> PRECAST °
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<br /> P � D D 0 D
<br /> A C. G
<br /> p . - � . Q : P . �Q ' �D 'G�. ' : D �� ' Q . �
<br /> ACCESS � CONCRETE A a
<br /> � VAU LT �, ��0�,� �,,�, �:. �'�. . .:. �,, 4
<br /> HOLE ARCHED ` �� �� �
<br /> BAFFLES � � � � �� � � ��, ,�� � '� <���::� :��.,,.�� �� ��.
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<br /> BASE PLATE VENTS � � �°. �� �� `� `` �� `� � �'�
<br /> � �., `�. �,:�,. �, � ���.,� ��� . .,�, �
<br /> � ` � TO STORM FILTER — � ' � ., � � 00
<br /> A / � SYSTEM -- � ,� ���, � �,��,,, � ,,�° �. �� ������ � ;. ,�.�,.�- �.,�.,
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<br /> ,, � � � SEE PLAN � � ;,,.� ,;` ��, :��� `,, ,� �.., �.� ���,, 30 fi
<br /> PLAN VIEW '�� � �o° � ���
<br /> a FOR LOCATION :�. �r� �._ .,,.,,� ::,:�.� ,,�a�, ��t.a,; ACCESS
<br /> � o ACCESS HOLE �; �� `��. � t��.a ,:, ��� j, �,. ���.'��� � HOLES o
<br /> a OUTLET' � ,, . p o a . a o. �
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<br /> , . a o � 0 5�_2„ 5,_8�, 5,_2»
<br /> � STEPS ANTI—FLOTATION ENERGY
<br /> ' ' ALTERNATE B � COLLAR f DISSIPATOR FOR MODEL 8'x16'
<br /> P e OUTLET PIPE
<br /> �� o o LOCATION FILTER CARTRIDGE INLET —
<br /> 4 TYP. � NUMBERS VARY, SEE
<br /> z 60"� CONCRETE C7.11 FOR QUANTITIES SEE PLAN
<br /> FLOW SPLITTER FOR LOCATION
<br /> 2" IYP.
<br /> PLAN VIEW
<br /> PL_AN
<br /> � EDGE OF DESIGN WATER ��
<br /> �n CONCRETE 30 � ACCESS
<br /> + SLAB SURFACE HOLE WITH FRAME INLET —
<br /> ELEVATION AND COVER
<br /> FRAME AND PRECAST SEE PROFILE
<br /> BOTTOM REBARS COVER CONCREfE FOR INVERT
<br /> #6 C�? 6" O.C. GRADE RING VAULT
<br /> ELEVATION
<br /> EACH WAY %i�i ii i�i ii� �i� �� � �i��� �� � � �i�i�i�i i�ii ii i�i��
<br /> TOP REBARS , STEPS
<br /> #5 � 4" O.C. 8'S HDPE SWIRL � ' o • .
<br /> EACH WAY CHAMBER �
<br /> ��`
<br /> � ,�i����� � � ? LADDER
<br /> CONCREfE SLAB _ ����� Q �. �
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<br /> �
<br /> 24"4� ���� � ' � '" i / �` % �° , �''
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<br /> � BACKFILL OUTLET — .�
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<br /> ��- � -- _ FOR NV�ERT� 3'-0'� BAFFLE �WALL STORMFILTER
<br /> 0
<br /> ELEVATION CARTRI DGE
<br /> VENTS ������ OUTLEf 8AY SECTION A—A
<br /> CONC SLAB 30"�s ACCESS ������\�� �
<br /> „ ' HOLE WITH FRAME ����� 0 8���
<br /> 10 THK AND COVER STRAP ���%��%� TO STORM FILTER
<br /> �i�ii�i
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<br /> REBARS FINISHED ��� o SYSTEM ��
<br /> PAVEMENT 30 � ACCESS HOLE
<br /> " » \\� __ FINISHED
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<br /> PAVEMENT
<br /> z STRAP
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<br /> � �� �� `;�� ��`�� LI FT GATE BAFFLE
<br /> ; � ��� NDPE SWIRL
<br /> ��i � : �� � E ; � �� EDGE OF EXCAVATION
<br /> �� ������ " ` €� � ' i CHAMBER � WA�-L BACKFILL
<br /> �i�� � � � SLOPE AS REQUIRED
<br /> � �i���i� ; ' �; � ���i�� FOR SAFEIY 8"0 STANDPIPE �
<br /> � ���j ; 3 � : � : ����i o EDGE OF 6
<br /> �- ��i�\ \����\� BACKFILL � ORIFICE EXCAVATION � �
<br /> j �����„ ���� SLOPE AS
<br /> � �j��oo �� OPEN BOTTOM N ,�, : � .�� :�p�
<br /> �!, co � ARCHED REQUIRED
<br /> a� » BAFFLES FOR SAFEiY ��` � s� � � �'�'� : ��� �. n ANTI—FLO Tlp�q�ys APPROVED �
<br /> � EDGE OF EXCAVATION 42 STEPS COLLAR
<br /> � SLOPE AS REQUIRED MIN. ��'���� �i����i��� � PUBL SERVICE� DATE
<br /> ° ��i��i �i�ii�i STO R M FI LTER �
<br /> � FOR SAFETY �; � 12" ���i���ii� �������,
<br /> �\�\, PUBLtC wORKS
<br /> � ����� ���i�ii� CARTRI DGE ER05lON
<br /> �- , �. , , ,. ..��
<br /> � � UNDERDRAIN DRAINAGE OEPAk�MENT
<br /> m �i\�/�\%\\/\\/�\/�\%��%��\���/��\��\���\������/��/��/�\/�\/�\%\�%\��\��//\\���\�/\ �//�///��j�//\�j/\�j/� �2�� G RAVE L MAN I FO LD �_`��� A PUBUC WORKS PERMtT IS REQUI RE O PRIOR
<br /> /
<br /> o CHAMBER DIAMETER, \/\//\///�/ � �/ �\ \ \/\/ // / � / \ \ \/ � �
<br /> Z 12" BEDDI NG ��%��/�\��i������!��������'��\i����������\��\i\�j;\,��%�i/���'�\����\!��\�\�����\,,/���/�\�\\\/
<br /> � 6'� FOR MODEL AS-6 �� ��� BEDDING
<br /> CITY ENGtNEER T� �ARTiNG ANY CONSTR�ICTIQN uN THIS
<br /> PROIECT. i4PPROVAI FOR TH1S PRUIECT IS
<br /> COND1710NAL PfR CURRENT STANpARDS
<br /> " SECTION B—B �wo�xP�RES__________uN��S;;,'Ek�.+�T
<br /> � SECTION A—A ELEVATION BEDDINGVEL fOR CONStRUCT10N HAS BEEN ,ssuEo
<br /> �
<br /> Z
<br /> � 1 AQUA-SWIRL DETAIL 2 TYPICAL FLOW SPLITTER 3 TYPICAL PRECAST STORM FILTER SYSTEM
<br /> �
<br /> o C7.14 NOT TO SCALE C7.14 NOT TO SCALE C7.14 NOT TO SCALE
<br /> �
<br /> »��,
<br /> o NOTE:
<br /> � IF "L" DOES NOT MEASURE 1 "
<br /> ' EARLY ROADWAY AND UTILITIES BID PACKAGE 13 ADJUST SCALES ACCORDINGLY.
<br /> N
<br /> / x
<br /> PROJECT ENGINEER: SCALE: P O R T O F E V E R E T T DWG. NO.
<br /> � � • � � � ' 1 $/2s/os B�� PACKAGE 13 — BID SET �,�►NwK yA H. KUYPER AS NOTED
<br /> �. C7. 14
<br /> OrD $�sio$ EARLY ROADWAY & UTILITIES y����° � ��y�� °ES'�"E° BY: °ATE: NORTH MARINA REDEVELOPMENT
<br /> BID PACKAGE 13 — REVIEW - D. YE AUGUST 4, 2006 INFRASTRUCTURE PHASE 1 ��P "°. 3-0-003-09
<br /> 0 728 134th Street SW Su�te 200 ✓ � DRAWN BY: CHECKED BY: PROJECT
<br /> � Everett. Washington 98204 � 3/16/07 CONFORMED SET ADDENDA 1-4 9�F F�/STER O�Q►�'�� �N• CIRIDON H. KUYPER WATE R TR EATM E NT SYSTE M N0. — — —
<br /> � P.O. BOX 538 '�s�ONA1.�� APPROVED BY: P D N M 2 O O 'rJ O 6
<br /> � EVERETT, wA gs2os Ph: 425 741-3800 Q 8�4/06 PERMIT APPROVAL/CONSTRUCTION
<br /> o (425) 259-3164 Q�2 9 /�� � D E TA I LS
<br /> JOB No. 21-07-004 N0. DATE BY REVISION N0. DATE BY REVISION SHEEI' N0. q-6 OF 83
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