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<br /> WATERQUALITY � :. f��/� �`, l�"� t�}YAI� �'
<br /> FLOW RATE 0.032 CFS 1 18"OUTLET RISER ASSEMBLY CONTECH � � r. � ,�,� / �
<br /> ,�� . �f � ;,/ .`� / 12. �[.7R ALL'ft[PiCF€ihiG TRAP�S�,'ERS..+C FFiE R4ADVdAY
<br /> N �r f/ � . ` �/.�f �w BACKFILL AEic7y`E 7:1€PMPf Zt}FVE SHALL BE
<br /> 3 STEPS,P10CTS,LANE LADDER,OR EQUIV. CONTECH � N ��•`� C�NTRt�I.LfC�[7�M51 FY��CL SEE 5[C:1flN 3 9.5& Date:2018.05.30 16:00:54-07�00�
<br /> ,,, 3 2L,.i Qf�MfSE ST,4�`d�ARDS.
<br /> PEAK FLOW RATE 0.269 CFS � Q Q � r�.!- r�� ��
<br /> 1 SEALANT FOR JOINTS(BY PRECASTER) CONTRACTOR 00 U m - /,
<br /> CONTRACTOR TO GROUT TO 100 YRS � � � U = -
<br /> RETURN PERIOD OF � � �,��' �`�� �- �
<br /> PEAK FLOW 1 PLC GRADE RINGS/RISERS CdNTRACTOR = �- � �'- � 1] �GR uT�u7Y Cu r5 SU�N A5 GAS,7Ek.EPt14S�tE,
<br /> FINISHED GRADE ` - / {/.�f PC�tN€R,A+td CABLE T1+tOfti�'i[TUDIM1iAL TO THE
<br /> � RIM ELEV.304.76' FILTER MEDIR TYPE ZPG 1 24"x 24"FRAME&GRATE,EJ#45624002,4R EQUIV. CONTRACTOR � ~ ~' � 3 - � �:� �i; J''� %% �tC�a�t+VA�,BAtkFlu SHA���E Cc�rYTR��L€o
<br /> a CONTECH TO PROVIDE � � �. _; 6EN5l7't fILL SE[SECT�aM 3-9.5 O�7HE�� ,
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<br /> � TOP OF SYSTEM FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHdN ACTUATEQ,RADIAL FLOW,AND SELF CLERNING. RADIAL MEqIA DEPTH W UJ � �- � k"ti%�;">'y' ��,Y ;.;n � r - - -
<br /> � WLET 1 PIPE 1__________1___ FLOATABLES ELEV.304.01' SHALL BE 7-INCHES. FIITER MEDIA CONTACT TIME SHA�L BE AT LEAST 38 SECOND3. � � W (J) ; � � ``��, "�'" � ,° ' �``"`� I +CITY QF EVEFiETT �
<br /> �' 08'ADS � � BAFFLE SPECIFIC FLOW RATE SHAII BE 0 GPM/SF{MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW(GPM)DIVIDED BY THE MEDIA J W i � .� � ��+` pU61�IC WOR1{$R�PARTM�i�T
<br /> m (012"OPENING) __� � SURFACE CONTACT AREA(SF). MEDIA VOLUMETRIG FLOW RATE SHALL BE 6 GPMlCF OF MEDIA(MAXIMUM). � �O W qSEE NCYI'€1� �
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<br /> INLET 1 INVERT 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. � TYPlCAL 7RENCH S�CTiah1
<br /> � i = ,� �'I � �� `O ELEV.301.40' 2. FOR FABRICATION DRAWINGS W�TH DETAILED STRUCTURE DIMENSIONS AND WEIGNT,PLEASE CONTACT YOUR CONTECH ENGINEERED O �� I}UCTILE IR�N PIP� �1�
<br /> � � FLOW � � � SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com (-
<br /> � �I �- I�I �- I� 3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS � �
<br /> I �_-=,1 i r- DRAWING CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT.
<br /> � A �I I I II� �4L A 4. STRUCTURE SHALI MEET AASHTO HS-20 LOAD RATING,ASSUMING EARTH COVER OF 0'-5',AND GROUNDWATER ELEVATION AT,OR �V � �
<br /> I I I I, � �:
<br /> � �� � Ji � BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS N o �
<br /> 3 �C������-� '�_ ! OUTLET 1 INVERT SHALL MEET AASHTO M306 LOAD RATING AND BE CAST WITH THE CONTECH LOGO. Z E� �� xn� T R E N C H S E CT I O N
<br /> o � L__ __ __ ELEV.299.24' 5. STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMWG TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. �O �N �
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<br /> w � � INSTALLATION NOTES �� s� � �}'� � SCALE: NTS �
<br /> � �LOW KIT�°'��� �;��� OUTSIDE BOTTOM A. ANY SUB-BASE,BACKFILL DEPTH,AND/0R ANTI-F�OTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE �0 �m � �+- `
<br /> o ELEV.298.59' SPECIFIED BY ENGINEER OF RECORO. �W U o � F �¢��
<br /> N �4'-10" B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFIGENT LIFTWG AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER � v��°_
<br /> SEE OUTLET DETAIL STRUCTURE{LIFTING CLUTCHES PROVIDED). J Vi►.Z �a ' ��^�:g ,
<br /> ELEVATION VIEW (THIS SHEET) C. CONTRACTOR TO INSTALL JOWT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. ��� _ m � =,s
<br /> � 18"OUTLET D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT WI.ET PIPE(S). ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. V` " "
<br /> RISER ASSEMBLY E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER �uZi � g
<br /> - HDPE OUTLET STUB. IF OUTLET PIPE IS LARGER THAN 8 INCHES,CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN DATE: SCALE: �
<br /> CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 01/25l18 3/8"=1'-0" C�II�TES
<br /> F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. i MU�IFY INLET r�BioREi[N110N I�LAkT[�A5
<br /> '- G. CONTRACTOR TO INSTALL SUPPLIEp PLUG IN CONSTRUCTION FLOW BYPASS WHEN SYSTEM IS BROUGHT ON LWE(PRESSURE FIT ONLY, �Esi J1/1/� oruw��M STFEAh1BECi Ct7€�B�ES PE� hf�ft�ED'TO PkE'JEN7€R0510N.THf 5TREF�4w1E�f4 �
<br /> �" DO NOT GLUE). cnECKEo: FwPRovefl: STAhE1�ARU 5PEtIFICATIt�NS �JB$LES ARE OFT3Q�A1 sF NOT ftEi�;tCREC��t�R J
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<br /> � STRUCTURE WEIGHT ti�
<br /> � PROJECt No.: SEOUENCE No.: � � -
<br /> Z APPROXIMATE HEAVIEST PICK=6,OOOLBS.QF 2 PIECES CONTECH CUZ001 �. '� � '� �� V / '�
<br /> � 579067 20 � +d ` ^� , \ m � v
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<br /> � MAX FOOTPRINT=f�4'-1Q" sHeer: _�
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<br /> _ SPECIFICATION CLAUSE SPECIFICATION CLAUSE � ., _ �"�- ` \ W 00
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<br /> � EXPANSION JOWT TO ENGINEER'S K2-902S CATCH BASIN -LOAD CLASS E �'�����'�''�` �»�1� �'������
<br /> � EXPANSION JOINT TO PAVEMENT PER KS200 KLASSIKDRAIN - LOAD CLASS B W � �
<br /> � SEE NOTE 4 ENGINEER'S DETAILS DESIGN DETAILS SEE NOTE 3 �„ � m �
<br /> GENERAL �, � 'r'I,� � GENERAL �nc)c�,�Egacc��+CRFi€ U � O �
<br /> SEE NOTE 3 DOCUMENTS " THE CATCH BASIN SHALL BE ACO DRAIN K2-902S SERIES CU3�F1 n'v�4]Gt,r7TER '�
<br /> ° THE SURFACE DRAINAGE SYSTEM SHALL BE � 19.69"[500mm] � I FG��r rr��gb��r�ru��qN
<br /> POLYMER CONCRETE KS200 CHANNEL SYSTEM WITH MADE FROM POLYMER CONCRETE WITH A CAST-IN � �� 1�" " �'" � W (� W
<br /> STAINLESS STEEL EDGE RAILS AS MANUFACTURED , , STAWLESS STEEL RAIL AS MANUFACTURED BY ACO � �dAe�aavEn�€t�7 � �_ � � O � � W
<br /> POLYMER PRODUCTS,INC. F �' '� � � Sve�n�EIHAIN GARt��N �
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<br /> Q ; , Q BY ACO POLYMER PRODUCTS, INC. ' � L � 4 : �' �.�` ,�'_- _ � � BA,�t�ISEE tve77E5} a Z � W
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<br /> MATERIALS � a MATERIALS - '_ � �`
<br /> POLYMER CONCRETE SHALL HAVE MATERIAL '•��
<br /> ;'.: � .
<br /> . '�yr7r ��� �- �� �r,�' .fi. � � ..
<br /> d d CHANNELS SHALL BE MANUFACTURED FROM � � � ' � ' PAVEMENT PROPERTIES OF � � �� v� REwsloNs
<br /> ` ` ' TYPl�AL GIiTT€R EtE'dA7ti]N '� � •
<br /> �° L] Q POLYESTER RESIN POLYMER CONCRETE WITH AN o 0 a PER DESIGN 10.31"[262mm] COMPRESSIVE STRENGTH: 14,000 PSI =' �` ��A��ra�,,�,
<br /> �,' �
<br /> �.. INTEGRALLY CAST-IN STAINLESS STEEL EDGE RAIL. -- -
<br /> • �� a DOCUMENTS FLEXURAL STRENGTH: 3,600 PSI � GARt�F�t a9?7oM - `
<br /> : MINIMUM PROPERTIES OF POLYMER CONCRETE WILL T- , , 4 TENSILE STRENGTH: 1,500 PSI � �'������ �-� A CITY �F EVERETT �
<br /> °� - BE AS FOLLOWS: 10°[250fTllll] � ' ' d WATER ABSORPTION: 0.07% :� ,E7T
<br /> a , PUBLIC iNO�K,S DEFARTMENT �
<br /> / LI 4 / COMPRESSIVE STRENGTH: 14,000 PSI � , a FROST PROOF: YES
<br /> FLEXURAL STRENGTH: 4,000 PS) , • DILUTE ACID AND ALKALI RESISTANT: YES �; _„��. `��m � ryryr♦ry} It� �y
<br /> � � . . �t FN�'..�!+le Lt U.il LJP�KS P
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<br /> d TENSILE STRENGTH: 1,500 PSI � � ' � ' � . B117 SALT SPRAY TEST COMPLIANT: YES � °
<br /> WATER ABSORPTION: 0.07% ° � Q - �UR�CUT QPENI�''VG FUR
<br /> / a / FROST PROOF YES \ � K2-902S THE K2-902S SERIES CATCH BASIN COMPRISWG OF TOP BIUR�TEI'�I�ION ���
<br /> Q DILUTE ACID AND ALKALI RESISTANT YES � � , ' � 4 • \ � TOP " SECTION,QUICKLOK GRATE,SHORT BASE AND TRASH
<br /> � B117 SAIT SPRAY TEST COMPLIANT YES p r BUCKET SHALL ACCEPT 8"ACO DRAIN TRENCH DRAIN
<br /> d d � \ \ � � MODEL KS200 IN SIDES AS SHOWN.
<br /> d THE SYSTEM SHA�L BE 8"(200mm)NOMINAL • �' � c�i •
<br /> 6"[150mm] d � � � `� � �t THE CATCH BASIN SHALL BE 19.69"(500mm)IN LENGTH
<br /> Q INTERNAL WIDTH WITH A 10.2"{260mm)OVERALL D I d , . 00 AND 10.31"(262mm)IN WIDTH.K2-902S CATCH BASfN C U R B C U T DATE
<br /> Q WIDTH AND A BUILT-IN SLOPE OF 0.5/a. CHANNEL � � � DEPTH IS 33.18"(842.7mm).
<br /> \
<br /> / / INVERT SHALL HAVE DEVELOPED"V"SHAPE. ALL � , ' ' ' � � 05.29.2018
<br /> CHANNELS SHALL BE INTERLOCKING WITH A 1 O° [2SOI71fT1] \ � , � I ; Q a � ° � d \ M THE COMPLETE CATCH BASIN AND TRENCH DRAINAGE SCALE: NTS .
<br /> MALE/FEMALE JOINT. � � SYSTEM SHALL BE BY ACO POLYMER PRODUCTS,INC. BCRANo.
<br /> � � � �- _� ' �� � K2-902S
<br /> / I � / I I / ' �` � � \I I ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR
<br /> THE COMP�ETE DRAINAGE SYSTEM SHALL BE BY � � 1 � \ � � `� \ I � BOTTOM IMPROPER�NSTALLATION WILL VOID ANY AND ALL 14249
<br /> ACO POLYMER PRODUCTS,INC. ANY DEVIATION OR � � � � � WARRANTIES PROVIDED BY ACO POLYMER PRODUCTS,
<br /> . PARTIAL SYSTEM DESIGN AND/OR IMPROPER INC.
<br /> DRAWN BY:R.JB DESIGNED BY:SP
<br /> � � -►I 6"[150mm] � � 6"[150mm] � INSTALLATION WILL VOID ANY AND ALL WARRANTIES �" I---�- 10'�[250fT1171] �--�-�-- 10�� [2501'111'n] REVIEWED BY:.JFR �
<br /> � K2-902S SERIES CATCH BASIN SHALL WITHSTAND
<br /> NOTES: PROVIDED BY ACO POLYMER PRODUCTS,INC. LOADING TO PROPER LOAD CLASS AS OUTLINED BY EN SHEETTITLE
<br /> � 1.IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITAB�E FOR EXISTING GROUND CONDITIONS. NOTES: 1433.GRATE SNALL BE HELD IN PLACE WITH THE
<br /> ENGlNEEt�ING ADVlCE MAY BE REQUIRED. CHANNEL SHALL WITHSTAND IOADiNG TQ PROPER 1.IT IS NECESSARY TO ENSURE THE MIMIMUM DIMENSIONS SHOWN ARE SUITABLE FOR THE EXI3TING GROUND (�t�ICKLOK SYSTEM.CATCH BASIN,TRENCH CHAtdNEL AND STORM D RAI NAG E
<br /> >- LOAD CLASS AS OUT�INED BY EN 1433.GRATE TYPE CONDITIONS.ENGINEER/NG ADVICE MAY BE REQUtRED.
<br /> m 2.MINIMUM CONCRETE STRENGTH OF 4,000 PSI fS RECOMMENDED.CONCRETE SHOULD BE VIBRATED TO ELIMINATE SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAQ 2.A MINIMUM CONCRETE STRENGTH OF 4,000 PSI iS RECOMMENDED. THE CONCRETE SHOULD BE VIBRATED TO ELIMINATE GRATE SHAIL BE INDEPENDENTLY CERTIFIED TO MEET
<br /> � AIR POCKETS. THE SPECIFIED EN 1433 LOAD CLASS.THE SYSTEM SHALL DETAILS
<br /> � CLASS SPECIFIED AND INTENDED APPIICATION. AIR POCKETS.
<br /> 0 3.EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PRQTECT CHANNEL GRATES SHALL BE SECURED USING'QUICKLOK' 3.EXPANSfON AND CRACK CONTROL JOINTS ARE RECOMMENDED TO PROTECT THE CATGH BASIN AND THE CONCRETE MA UFACTURER'S INSTRUCT�10 S'ANDHE
<br /> � AND CONCRETE SURROUND. ENGINEERING ADVtCE MAY 8E REQUIRED. BOLTIESS LOCKING SYSTEM.CHANNEL AND GRATE SURROUND.ENGINEERlNG ADVICE MAY SE REQUIREd.
<br /> � RECOMMENDATIONS.
<br /> 0 4.THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8"(3mm)ABOVE THE TOP OF THE CHANNEL EDGE. SHAII BE CERTIFIED TO MEET THE SPECIFIED EN 4.THE FINISHED LEVEL OF THE GONCRETE SURROUND MUST BE APPROX. 11$"ABOVE THE TaP OF THE CATCH BASIN EDGE.
<br /> � 5.CONCRETE BASE THICKNESS SHOULD MATCH SLAB TH{CKNESS.ENGINEERING ADVICE MAY BE ftEQUIRED TO 1433 LOAD GLASS.THE SYSTEM SHALI.BE INSTRLLED 5,REFER TO RCO'S LATEST INSTAI�LATION INSTRUCTlONS FOR FURTHER DETAILS.
<br /> a, DETERMINE PROPER IOAD CLASS. 6.CONCRETE BASE THICKNESS SHOULD MATCH THE SLAB THICKNESS.
<br /> v IN ACCORDANCE WITH THE MANUFACTURER'S
<br /> � 6.REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. INSTRUCTIONS AND RECOMMENDATIONS. 7.REBAR OR STEEL MESH REINFORCEMENT MAY BE REQUIRED. ENGINEER/NG ADVlCE MAY BE REQUlRED.
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<br /> Z KS2-B-ECP KS200 - KLASSIKDRAIN - LOAD CLASS: B ACO Polymer Products, Inc. K2902S-E-ECP
<br /> w K2-902S CATGH BASIN - LOAD CLASS: E ACO Polymer Products, Inc. BC RA �
<br /> � Exposed Concrete Pavement 825 W.Beechcraft 5t sa�o P�ne�o�e o�. a2„ P�easa�c Rd. �� Exposed Concrete Pavement 825 W.Beechcraft St 9470 Pinecone Dr. 4211 Pleasant Rd. ,
<br /> Q � S Casa Grande,AZ 85122 Mentor,OH 44060 Fort Mill,SC 29708 � � Casa Grande,AZ 85122 Mentor,OH 44060 Fort Mill,SC 29708 OCOPYRIGHT 2017-BCRA,INC.ALL RIGHTS RESERVED
<br /> r� Te1:520-421-9988 TeI:440-639-7230 Te1:440-639-7230 Te1:520-421-9988 Te1:440-639-7230 Te1:440-639-7230
<br /> � DATE:08/25/15 INSTALLATION DRAWING - ACO DRAIN Fax:520-421-9899 Fax:440-639-7235 Fax:803-802-1063 DATE:O8l24/15 INSTALLATION DRAWING - ACO DRAIN Fax:520-421-9899 Fax:440-639-7235 Fax:803-802-1063 SHEET
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<br /> IF SHEET MEASURES LESS THAN 24'�C36",IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
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