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HDPE SWIRl �A � 30'0 ACCESS HOLE <br /> CHAMBER � a� �OROVR.Ef LOCATION� <br /> t � <br /> B� FOFi MOGE!8'x18' <br /> INLET-- OUTLET-- 6 s• 6 <br /> PRECAST <br /> ACCESS CONCRETE - <br /> HOLE ARCHED P' VAULT :� ` <br /> BAFFLES �a, ,.;� ,��. �� . , <br /> � • <br /> OCTAGONAL VEtyTS a �� � ��+,�, A <br /> BASE PLATE � � �' � � / � .. <br /> TO STORM FlLTER 'J <br /> A /"—� sirs-rEM + <br /> PlAN VlEW 60� l � s�P aH 30" m <br /> � FOR LOCATION ACCESS <br /> ACCESS HOLE HOlES <br /> ` OUTLEC \ <br /> BRY <br /> 5'-2" 5'-8" 5'-2" <br /> \� STEPS ALTERNATE �B� R BA�Ll.4�ATATION .� D SSRP TOR FOii MUDEL&'x1B' . ' , <br /> OUTLET PIPE <br /> o� � LOCATION �LTER CARTRIDGE , <br /> �--4" T(P. .� NUMBERS VARY, SEE P� <br /> z � 60"m CONCRETE � C7.71, C7J2 & C7.t3 FOR LOCATION - <br /> FLOW SPUTfER FOR QUANTITIES <br /> 2"TYP. . <br /> PU�N VlEW , <br /> � ED6E OF P� <br /> cn CONCRECE DESI6N WATER 30"0 AGCESS <br /> - SURFACE <br /> SLAB ElEYATION HOLE WITN FRAME INLEf — : <br /> AND COYER <br /> BOT(OM REBARS FRqA,tE qNp PRECAST SEE PROFlLE <br /> GRADE RiNG COV€R eONCREfE FOR INVERT <br /> #6 O 6' O.C. yAULT EIEVATION <br /> EACH WAY <br /> TOP REBARS 8.5' 5TEPS <br /> �EACH WAYO.C. HDPE SWIRL � <br /> CHAMBER <br /> CONCRETE SLAB � �Q z �� <br /> K g <br />� � . � . . . � ' \ ��W (O . . . . <br /> 24"� N � — � <br /> � �� <br /> � BYPASS — <br /> ., . ... , . . .. . : . . ..... .. ,'-.' ' <br /> , ..% <br /> ' _ BACKFlLI OUTLET — . <br /> _._ ._ _.. o— _ SEE PROFlLE FULL HEIGHF <br /> FOR INYERT 3—�p gpFFLE WALL. STORMFlLTER <br /> o ElEVATION CARTRiDGE � <br /> vEN1s <br /> outtEt eaY� SECTION A—A � <br /> CONC SLAB. 30"� ACCESS � <br /> HOLE WRH FRAME 8 m <br /> t0"THK qND COVER $TRAP � TO STORM FlLTER <br /> REBARS FINISHED � o � SYSTEM <br /> 3» PAVEMENT ----- ----- - - --- 30"0 ACCESS HOtE <br /> 3„ 24"0 STANDPIPE " � PAVEMENT W� �`ME AND COVER . , <br /> z �� . <br /> �� <br /> . . � . N � � . � � . <br /> . �.{��� � O . . . . . ' <br /> �� HDPE SWIRL EpGE OF EXCAVATION GFT GATE BAFFI:E <br /> CHAMBER SLOPE AS REQUIRED � 8.4„� ��pP�PE w�� BRCKFlLl <br /> FOR SAFE7Y <br /> � EDGE OF <br /> BACKf7LL � ORI6iCE D(CAVATION <br /> � \ ARCHED OPEN BOTiOM SLOPE AS ' <br /> �i� REQUfRED <br /> EUGE OF F7CCAVA710N 24" BAFFl-ES �gpS FOR SAFETY r, • .�''I'.'',� �'. B�FT ATATlON. <br /> � SLOE�E AS REQUIRED MIN. "� . ---- _- - <br /> FOR SA,FEIY STORMFlLTER <br /> ���ii�5�.�PPR01iE� �� <br /> `r � , . 42p CARTRIDGE UNDERDR4lN 6GT 0 4 2906 <br /> Y �� LIC SERMIGES` AT � ` <br /> r� CHAMBER DIAMETER VARIES. � 72" GRAVEL MANIFOLD <br /> � �� euc woaKs: <br /> ��EPARTFIEN7 <br /> � 6'0 FQR MODEL-AS-6. AND 12" BEDDING . , . , � . _ BEDDING ; _ � <br /> �� 5'0 FOR MODEL AS-5. 12° GRAVEL SECTIOPE B—B uT �Es �," SPEPWTiSPEDUIHEDPP1pR <br /> SECTION A—A ELEVATION ae[�rNc �na�� �Y�,��,�»�T��S€ <br /> . . C N(�NEEfl PPQIECT.APPflOnV Fq y*�SyIS PROJECF IS' <br />� � � CONDITI�9U Ppi�l1�M StA1tDARDS� . <br /> � ` RND E%nIRE9'� IMlES3�EFu�' <br /> � 1 AQUA-SWIRL MODEL DETAIL �2� TYP{CAL FL01N SPLITTER 3 TYPICAL PRECAST STdRM FlLTER YSTF� op��ws.a�«��«�__��F�,��- <br /> b C7.14 NOF TO SCALE C7.14 NOT TO SCALE <br /> C7,�4 NOT TO SCALE <br /> � <br /> o . .. . . . .. . . . . . . . . . . . <br /> o � � . . � . . . . . . <br /> N <br /> / . . . . . . . . . . <br /> N � . . . � . � ' � . � . . . <br /> / <br /> ,- pRaE��pN�: 5�: PORT OF EVER�TT ow�. No. <br /> n � • � � a����U A H. KUYPER AS NOTED ` C7.14 <br /> y� �O�O J�~` � y� ��'�'�°�`: °"� �lORTH MARINA REQEVELOPMENT ' <br /> D. YE AUGU5T 4, 2006 CtP No: I <br /> $ 728 t3�m s�eet Sw�s�te 200 o�,„,N BY: e,����,: 11�tFRASTRUCTURE PHASE 1 3—o—ooa—as �� <br /> � /� � WATE#� T�EATMENT SYSTEM N�: P�-NM—zao�-os <br /> M P.o: eox ssa Eyereft.W�fi' on 98Z04 � '°foa n�°0y� W. CIRIDON H. KUYPER aRodEcr , <br /> � e�Etr.wn ea2os L� 8/4/O6 PQ2MIT APPROVAL/CONSfRUGT1QM �N61.� aeaRoveu sr: , <br /> o tazs) zss—sssa Ph:425 74t-3800 `�. T #( c , <br /> JOB No. 2f—04-015 rio. oa� [�t aEvisiow rio. nnrE gr RtvtsroN ��'Q3/Q3/Q7 �� !Q 1 LJ <br /> SHEET NO. 7:3 OF/B3 , <br /> ' . I <br />