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1300 W MARINE VIEW DR 2006 Plans 2022-12-27 (3)
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1300 W MARINE VIEW DR 2006 Plans 2022-12-27 (3)
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Last modified
12/27/2022 3:35:28 PM
Creation date
5/15/2019 9:30:41 AM
Metadata
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Template:
Address Document
Street Name
W MARINE VIEW DR
Street Number
1300
Permit
PW0610-040
Year
2006
Notes
NORTH MARINA REDEVELOPEMENT INFRASTRUCTURE PAHSE 1 CONFORMED SET
Address Document Type
Plans
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HDPE SWIRL �A vNi O�ER 0 TLEf, SEE PLAN <br /> CHAMBER a� � � <br /> FOR OUTLET LOCATION <br /> > <br /> m �B � FOH MODEL 8'x18' <br /> INLET--�- OUTLEf-�- 6' 6' 6' <br /> PRECAST <br /> ACCESS CONCREfE <br /> . HOLE ARCHED P VAULT Q� <br /> BAFFLES <br /> OCTAGONAL VENTS ' A A <br /> BASE PLATE <br /> `A TO STORM FILTER � � � <br /> m / � SYSTEM OUTI.Ef - <br /> P� �� �o � � SEE PIAN 30" 0 <br /> � FOR LOCATION ACCESS <br /> ACCESS HOLE HOLES <br /> � <br /> \ OUTLEF a <br /> BAY <br /> 5'-2" 5'-S" 5�-2" <br /> \�' STEPS ALTERNATE B� 6 ANTI-FLOATATION D SSIP TOR FOR MODEL 8'xt6' <br /> OUTLET PIPE BALLAST � <br /> g LOCATION FILTER CARTRIDGE <br /> NUMBERS VARY, SEE �NLEf - <br /> f---4" lYR � SEE PIAN <br /> z� �. 60��0 CONCREfE C7.11, C7.12 & C7.13 FOR LOCATION <br /> FLOW SPLITTER FOR QUANTITIES <br /> 2" TYP. <br /> � EDGE OF <br /> PLAN PLAN VIEW <br /> in CONCRETE DESIGN WATER 30"9 ACCESS <br /> S�qB SURFACE HOLE WITH FRAME <br /> ELEVATION AND COVER INLET - <br /> FRAME AND PRECAST SEE PROFILE <br /> BOTTOM REBARS COVER CONCREfE FOR INVERT <br /> #6 � 6" O.C. GRADE RING VAULT ELEVATION <br /> EACH WAY <br /> TOP REBARS 8 5. STEPS <br /> #5 � q�� p.�, HDPE SWIRL N <br /> EACH WAY CHAMBER � <br /> CONCREI'E SLAB � � ;a � — LADDER <br /> T w in <br /> w � — <br /> Z4"� � � N ;n — <br /> � BYPASS � <br /> � BACKFILL OUTLET - . . , . . .. ,.:. ..: ". `;.� I <br /> PULL HEIGHT ��y <br /> _---......_,.o� -- -' " :- SEE PROFILE 3_� BAFFLE WALL STORMfILTER <br /> fOR INVERT ! <br /> o ELEVATION 1 CARTRIDGE <br /> VEMS OUTLEf BAY SECTION A—A <br /> 30"4 ACCESS <br /> CONC SLAB, HOLE WITH PRAME � 8�� <br /> 10� THK AND COVER STRAP TO STORM F�LTER <br /> REBARS FINISHED SYSTEM <br /> . PAVEMENT �" � `---- �� - `y� 30"0 ACCESS HOLE <br /> 3� 24"0 STANDPIPE FINISHED WITH FRAME AND COVER <br /> 3" PAVEMENT <br /> Z STRAP <br /> �� � <br /> N <br /> BACKFILL <br /> 1 � ! LIFT GATE BAFFLE <br /> � I i HDPE SWIRL EDGE OF EXCAVATION <br /> I CHAMBER WALL <br /> SLOPE AS REQUIRED BACKFlLL <br /> ',i i FOR SAFET'( 8"0 STANDPIPE <br /> EDGE OF <br /> BACKFILL � ORIFlCE EXCAVATION <br /> SLOPE AS <br /> � oo OPEN BOTTOM N REQUIRED <br /> <o \ ARCHED � FOR SAFElY ANTI-FLOATATION <br /> �i EDGE OF EXCAVATION 24" B�FLES STEPS BALLAST <br /> � SLOPE AS REQUIRED MIN. �i � � , , <br /> � FOR SAFEII' 12^ �� \�� STORMFILTER <br /> � , <br /> �l CARTRIDGE UNDERDRAIN <br /> j CHAMBER DIAMEfER VARIES. �� , � � i i � BEDDI N�L MANIFOLD <br /> � 6'� FOR MODEL AS-6, AND 12" BEDDING � �. <br /> � 5'm FOR MODEL AS-5. 12" GRAVEL SECTION B-B <br /> E SECTION A—A ELEVATION sEo�wc <br /> 5 <br /> � t AQUA-SWIRL MODEL DETAIL 2 TYPICAL FLOW SPLITTER ��TYPICAL PRECAST STORM FILTER SYSTEM <br /> � <br /> o C7,14 NOT TO SCALE C7,�¢ NOT TO SCALE <br /> C7.14 NOT TO SCALE <br /> � NOTE: � "�n -� <br /> 0 <br /> i ADJUSTDSCALES ACCORDINGLY <br /> �N PROJECT ENGINEER: SCALE: DWG. NO. <br /> — Q � • � � � . � �N. UyA H. KUYPER AS NOTEo PORT OF EVERETT <br /> � PO�O 6�°E S��r °�'G"E°�": °"� NORTH MARINA REDEVELOPMENT C7.14 <br /> D. YE AUGUST 4, 2006 CIP N0. <br /> � 728134th Street SW�Suite 200 o�WN BY: �HE�K�BY: INFRASTRUCTURE PHASE 1 3-0-003-09 <br /> � AQ3/16/07 CONFORMEDSETADDENDAI-4 � 8/ONAIft�� PPR�o��RIDON H. KUYPER �/qTER TREATMENT SYSTEM PROJECT <br /> a P.O: BOX 538 Everett.Washington 98204 � . � . �Fe o� No. PD—NM-2005-06 <br /> � EVEREff, WA 98206 Ph: 425 741-3800 � $�4/06 PERMIT APPROVAL/CONSTRUCTION 3 ir o <br /> o (425) 259-3164 . exr�aEs 03/03/ • D E TA I LS � <br /> JOB NO. 21-04—01S NO. DATE 8Y REVISION N0. DATE BY REVISION SHEEf N0. 73 OF �� <br />
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