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I REVISIONS
<br /> TRENCH DRAIN GRATE SPECIFICATION CLAUSE
<br /> 7 ,--1, SEE DETAIL 20
<br /> --7�-u cv EXPANSION JOINT TO PAVEMENT PER K200 KLASSIKDRAIN - LOAD CLASS A
<br /> 1 SEE NOTE 4 ENGINEER'S DETAILS DESIGN GENERAL
<br /> a SEE NOTE 3 DOCUMENTS
<br /> Imp THE SURFACE DRAINAGE SYSTEM SHALL BE_ POLYMER CONCRETE K200 CHANNEL SYSTEM WITH
<br /> • 5� _ _ GALVANIZED STEEL EDGE RAILS AS MANUFACTURED
<br /> • k irf X11 q • BY ACO POLYMER PRODUCTS, INC.
<br /> 4 x • 4
<br /> x MATERIALS W
<br /> x Q 4 CHANNELS SHALL BE MANUFACTURED FROM
<br /> 4 Q POLYESTER RESIN POLYMER CONCRETE WITH AN Z
<br /> x INTEGRALLY CAST-IN GALVANIZED STEEL EDGE RAIL.
<br /> K •
<br /> MINIMUM PROPERTIES OF POLYMER CONCRETE WILL
<br /> BE AS FOLLOWS: <
<br /> •
<br /> / Q / COMPRESSIVE STRENGTH: 14,000 PSI
<br /> ' FLEXURAL STRENGTH: 4,000 PSI 0
<br /> • • I , . :C ) .4 • • TENSILE STRENGTH: 1,500 PSI 0
<br /> Q WATER ABSORPTION: 0.07% I
<br /> / / FROST PROOF YES
<br /> • Q Qq DILUTE ACID AND ALKALI RESISTANT YES O
<br /> • 8117 SALT SPRAY TEST COMPLIANT YES U
<br /> •
<br /> d LU
<br /> NTS NTS / d •
<br /> 4 ' •d / / THE SYSTEM SHALL BE 8"(200mm)NOMINAL =
<br /> Not Used I Not Used 2 6"[150mm] • • ' •
<br /> Q •
<br /> INTERNAL WIDTH WITH A 10.2"(260mm)OVERALL
<br /> •
<br /> / Q .
<br /> / WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL
<br /> 1 •
<br /> INVERT SHALL HAVE DEVELOPED"V"SHAPE. ALL COUGH L I N
<br /> • •• CHANNELS SHALL BE INTERLOCKING WITH A
<br /> / / / • MALE/FEMALE JOINT. PORTER
<br /> THE COMPLETE DRAINAGE SYSTEM SHALL BE BY LU N D E E N
<br /> •/ / •/ • / / • / / ACO POLYMER PRODUCTS,INC. ANY DEVIATION OR
<br /> PARTIAL SYSTEM DESIGN AND/OR IMPROPER 801 SECOND AVENUE,SUITE 900
<br /> --�I 6"[150mm] I-'— —►I 6"[150mm] I+- INSTALLATION WILL VOID ANY AND ALL WARRANTIES SEATTLE,WA 98104
<br /> NOTES: PROVIDED BY ACO POLYMER PRODUCTS,INC. (206)343-0460 www.cplinc.com
<br /> 1.IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. CHANNEL SHALL WITHSTAND LOADING TO PROPER
<br /> ENGINEERING ADVICE MAYBE REQUIRED. LOAD CLASS AS OUTLINED BY EN 1433.GRATE TYPE
<br /> 2.MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED.CONCRETE SHOULD BE VIBRATED TO ELIMINATE CONSTRUCTION RECORD
<br /> AIR POCKETS. SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD DRAWING
<br /> CLASS SPECIFIED AND INTENDED APPLICATION. THIS CONSTRUcnONRECORD DRAWING
<br /> 3.EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL GRATES SHALL BE SECURED USING'QUICKLOK' ICAUCOPY
<br /> H NOPORTER CADFUNDEENANDHAS
<br /> L
<br /> ONCRETE SURROUND.ENGINRING ADVICE MAY BE REQUIRED. BEENEDITEDTOREFLECTFIELDVERIFIED
<br /> BOLTNISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" 3mm ABOVE THE TOP OF THE CHANNEL EDGE. SHALL BE LOCKING SYSTEM.CHANNEL AND GRATE[ ] SHALL BE CERTIFIED TO MEET THE SPECIFIED EN STORMSYSTEMFIELDVERIFIEDINVERT
<br /> RETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS.ENGINEERING ADVICE MAY BE REQUIRED TO ANDRIMELEVATIONSWEREOBTAINEDBY
<br /> MINE PROPER LOAD CLASS. 1433 LOAD CLASS.THE SYSTEM SHALL BE INSTALLED SPEE VINFEBRRUAR p20IN ACCORDANCE WITH THE MANUFACTURER'S CTO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. NOTPROVIDANYWARRANTEEASTO
<br /> THE ACCURACYOR COMPLETENSS OF
<br /> SUCH INFORMATION PROVIDED BY
<br /> OTHERS.
<br /> CP K200 - KLASSIKDRAIN - LOAD CLASS: A ACO Polymer Products, Inc.
<br /> Exposed Concrete Pavement 825 Weechcraft St 9470 PineconDr. 4211 Pleasant RdCasa Grande,AZ 85122 Mentor,OH 44060 Fort Mill,SC 29708
<br /> INSTALLATIONAWING - ACO DRAIN Tel:520-421-9988 Tel:440-639-7230 Tel:440-639-7230
<br /> 25/15 Fax:520-421-9899 Fax:440-639-7235 Fax:803-802-1063
<br /> Arizona Tel: 888-490-9552 e-mail: sales@acousa.com Ohio Tel: 800-543-4764 www.acousa.com South Carolina Tel: 800-543-4764 Z
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<br /> Side ! ' ARCHITECTURE
<br /> .125" feet Scale 1:3 ! DRAW1 nacarchitecture,
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<br /> �< ! ared part 2025 FIRST AVENUE I SUITE 300
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<br /> " ' "information peen prep others.Though SEATTLE 41 52 21
<br /> c,,, NOTES: � � � /�/` Perspective his Record Drawing rovided by P:zoe.4a,.aszz
<br /> N /�� Scale 1:E ,, _Built ormation and this drawing
<br /> are based on
<br /> 1 . Material: cast iron 11n tion should CPL NO C160030-06
<br /> RI ? ) r' 2104 SW 152nd St #4 TEL 206.276.0925 2. Finish: BAKED ON OIL FINISH . .1 hebeb`t'iti, i :':. accuracy. DRAWN LBJ
<br /> .le information,no p
<br /> .- I - Burien, WA 98166 FAX 206.257.0318 3. Edge thickness: 1 .1800" .ar•jngth` / g—l/� • CHECKED KNK,SSE
<br /> l_--- IDE S I C S w w w . i r o n a g e g r a t e s . c o m 4. Fits frame by: ACO' K200 bem•
<br /> Date DATE 03-27-2020
<br /> 11 5. Heelproof; openings
<br /> Rain 10 x20 Heel—Proof, Heavy—Duty Trench Grate No o enin s greater Phan 1 4"
<br /> z 6. Weight approx. 20 lbs Signe BY Permit inspect° •
<br /> 7. Due to casting inconsistencies all dimensions (�6
<br /> Drawn b JH are nominal Irk)-JOB NO. Date: y11 /7/16
<br /> &Title
<br /> i DWG. NO. 01 —RAI.A.9.5x19.5_HP Scale: Not to Scale c0 2016 Iron A.e Desi.ns Print Nam'
<br /> STORM
<br /> DRAINAGE
<br /> R DETAILS
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