ADS FLEXSTORM CONNECTOR PIPE SCREEN (CPS) WORK INSTRUCTIONS
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1 ADS FLEXSTORM ONNETOR PIPE SREEN (PS) WORK INSTRUTIONS 1.0 Product Selection: Installer to determine which PS Model is required based on LA ounty s APPENDIX B PS SIZING TABLE (Tables 1 and 2) revised 5/20/2015. The Screen Length, Screen Height, and Bypass Height (when required) are established from the tables, but the ADS Screen Shape will depend on particular location of the connector pipe and manhole entry. Refer to ADS FLEXSTORM PS SELETION GUIDE to determine base model numbers and shapes. 2.0 Materials: All FLEXSTORM PS are comprised entirely of 304 stainless steel and brought to the field pre-configured for easy assembly once Product Selection is confirmed; All Models are supplied with vertical upright mounting brackets which accept qty (4) 3/8 x 3 minimum stainless anchor bolts. All bypass lids require a qty (2) 3/8 x 3 min stainless anchor bolts. Mounting brackets are equipped with slotted holes to allow for varied contours on walls and sloped floors. 3.0 Installation of Base Model: Drop PS through the manhole opening. Position the PS evenly spaced around the connector pipe ensuring a minimum of 4 spacing away from any corners. Loosen the bolts in the slotted holes which connect the screen to the upright mounting brackets until the bottom is flush with the floor. Tighten the bolts and mark the hole locations on the wall for the stainless anchor bolts. Drill holes and hammer the bolts in place and secure the PS using stainless nuts. If the bottom of the base exposes more than a 5 mm gap then an additional base face strip may be fastened to the base channel using corrosion resistant screws or rivets. This base face strip matches the length of the PS and will need to be scribed and custom cut to match the contour of the floor. 3.1 Installation of Bypass Lid: If the bypass lid is required verify the minimum bypass height needed and mark the B bypass height location on the wall directly above the base uprights. Lift the lid in place and mark the hole locations for the lid mounting brackets. Drill holes and hammer the bolts in place and secure the lid with the stainless nuts. 4.0 Quick Release PS Options: In certain locations, the PS may need to be removed quickly in order to provide increased accessibility through the manhole entry. In such cases, the PS would utilize the Quick Release wall mount bracket set and standard PS flanges. See the installation drawing labeled Quick Release PS Detail for step by step instructions. In standard installations, the PS can be removed by simply loosening the 3/8 anchor nuts that secure it to the wall. Warranty: ADS FLEXSTORM warrants the PS material to be free of defects and guarantees base framing integrity for a period of 3 years from installation date.
2 ADS FLEXSTORM ONNETOR PIPE SREEN (PS) MAINTENANE GUIDELINES FLEXSTORM suggests that its onnector Pipe Screens (PS) be maintained per this modified set of conditions from the LA ounty PS Standards. FLEXSTORM advises that catch basins be cleaned out at least 2 times per year and/or if debris has filled above a 40% level inside of the catch basin. Sites with large amounts of foliage, high sediment loads, or smaller PS devices might need to be cleaned more frequently. Maintenance onditions and Maintenance Standards: The Following are deficiencies in maintenance conditions and their corresponding maintenance standards which shall apply to the onnector Pipe Screen. The cleanout of each B shall meet the maintenance standards listed as follows: Description of Maintenance Actions 1 lear trash and debris located immediately in front of curb opening or side opening of B, and on top or between metal grates of grated B. 2 Remove Vegetation growing across and/or blocking the basin opening. 3 Remove all Trash and debris and vegetation from inside the atch Basin Remove Trash and debris in the connector pipe opening, upstream or downstream. Knock off/remove all Debris that covers the perforated openings of the connector pipe screen Ensure there is no Standing Water inside of catch basin (indicates the device is not properly draining) Trash and debris shall include, but is not limited to, mud, vegetation, and garbage. Upon completion of a cleanout operation at a B and before leaving it, the ontractor shall sweep the top surface of the B and the area 2 feet around the B, and shall remove any trash and debris resulting from the cleanout operations. No debris is to be left at a B for future pick-up. Method of Removal: All trash and debris required to be removed from the Bs shall be removed in a manner to be determined by the ontractor. This can be done by hand or with a truck mounted vacuum. If entering the catch basin ensure that local confined space entry procedures are followed. The ontractor shall not allow any trash or debris to enter the connector pipe or main line as a result of the cleanout operations. Debris Disposal: All trash and debris removed under this ontract shall become the property of the ontractor and shall be legally disposed of away from the B sites. The ontractor is responsible for proper disposal of the trash and debris, including obtaining approvals from all jurisdictional agencies, as applicable. The contractor shall be responsible for contacting and coordinating with local Animal are and ontrol for pickup and disposal of dead animals. However, the ontractor shall be responsible for removing any dead animal from inside a B.
3 D *Hs Deflector, See Sh. 5 2 ~TYP ~ ) o Hs/2 Horizontal 1 1 /4" x 1 /2" x 1 /2" 12GA U-hannel Stiffener (Typ.) LOS ANGELES OUNTY DEPARTMENT OF PUBLI WORKS X 0 AEPTED 0 MAKE ORRETIONS NOTED 1:3 REVISE ALULATIONS El REJETED REVIEW IS PERFORMED BY TtE DEPARTMENT TO ENSURE THE ONTRATOR'S GENERAL ONFORMANE WITH THE DESIGN ONEPT OF THE PROJET AND GENERAL ON. PLIANE WITH THE SPEIFIATIONS. THE ONTRATOR IS SOLELY RESPONSIBLE FOR THE ORRETNESS OF DIMENSIONS, PROPER ONSTRUTION AND INSTALLA- TION METHODS, AND FOR FULFILUNG ALL ONTRATUAL REQUIREMENTS. AEPTANE INDIATED HEREON DOES NOT RELIEVE THE ONTRATOR OF THESE ATIONS. Steven Dickson BY DATE R=10" ~TYp~) Vertical 1 1 /4" x 1 /2" x 1 /2" 12GA U-hannel Stiffener (Typ.) enter Stiffener ~----~ /,..~ o_ o _a \U ~~ Screen 50% Open 3" Base Support\`~~ ~-'~12" enter Base Su ort Bracket ~ T yp~~~ Bracket (When S >_ 3'-0") pp See Detail D, Sh. 3 See Detail, Sh. 3 See Detail B, Sh. 2 Top Support Bracket, See Sh. 2 ELEVATION VIEW ~' ~\ ~~ 1 3/8" x 3" Wedge Anchor ~TYp~) Spot Weld (Typ.), See Note 2 Hereon 1 1 /2" x 1 1 /2" 13GA Mounting Bracket ~TYp~ ) 1 1 /4" x 1 /2" x 1 /2" 12GA U-hannel Stiffener (Typ.) 14GA 5mm Perforated Screen 50% Open NOTES: 1. All Materials Are Type 304SS Unless Otherwise N 2. All Horizontal And Vertical Stiffeners Shall Be Spot 4".. (Max) To PerForated Screen 3. enter Stiffener Required When S >_ 3'-0" 4. Top And enter Base Support Brackets Required When S >_ 3'-0" 5. 3" Base Support Bracket At The Inflection Point Required For All Units 6. For atch Basin Uneven Floor Extension Panel Detail See Sh. 4 3/4" ~TYp~) o ~ ~,--,` 1 1 /2" x 1 1 /2" x "H s" 13GA Mounting ~~~ ~ Bracket (Typ.) S S/2 See Detail A Hereon *L II_\~\~It~~i~l *See Appendix A-1 And PS Sizing Table For Hb, Hs, And L Values ~3 2 5/16" x 1" Hex Bolt, Washer, And Lock Nut, 2 Per onnection 3/4" ~TYP~) 2 ~TYP~)~ ~-Ex. atch ~ ~ Basin Wall ~ DETAIL A 3/8" x 3" Wedge Anchor, 2 Per onnection ~TYp~ ADS FLEXSTORM PS L PLAN, ELEVATION, AND DETAIL D 0
4 3/8" x 3" Wedge Anchor ~TYP~ ) 0 f I Ex. atch Basin Wall 2" x 3" x 7/8" 11 GA Tab I 2.. ~TYp) j 1/2" ~TYp.) ~~ 7/8" x 3" x 7/8" 11 GA Tab 5/16" x 1" Hex Bolt, Washer, And Lock Nut ~TYp ) ~~ 1 1 /4" x 1 /2" x 1 /2" 12GA U-hannel ELEVATION VIEW Ex. atch Basin Wall 1 1 /4" x 1 /2" x 1 /2" 12GA U-hannel 1 "-~{ I~_ T r---=~.,-~l ~ I ~..~. 3/8" x 1 1/2" Slot 10" (Typ. ) DETAIL B (SH. 1) ~i NOTE: -Top Support Bracket Required When S > 3'-0" Horizontal 1 1/4" x 1/2" x 1/2" 12GA U-hannel Stiffener -Spot Welded ~ ~~ 4 Weld Points ~TYp ) 14GA 5mm Perforated Screen 50% Open 3/8" Dia. Opening _~..I ~V ADS F~EXSTORM I PS L TOP SUPPORT BRAKET DETAIL LOS ANGELES OUNTY DEPARTMENT OF PUBLI WORKS 0 AEPTED 0 MAKE ORRETIONS NOTED 1:3 REVISE ALULATIONS El REJETED REVIEW IS PERFORMED BY TtE DEPARTMENT TO ENSURE THE ONTRATOR'S GENERAL ONFORMANE WITH THE DESIGN ONEPT OF THE PROJET AND GENERAL ON. PLIANE WITH THE SPEIFIATIONS. THE ONTRATOR IS SOLELY RESPONSIBLE FOR THE ORRETNESS OF DIMENSIONS, PROPER ONSTRUTION AND INSTALLA- TION METHODS, AND FOR FULFILUNG ALL ONTRATUAL REQUIREMENTS. AEPTANE INDIATED HEREON DOES NOT RELIEVE THE ONTRATOR OF THESE ATIONS. BY DATE X Steven Dickson n
5 2 D 14 GA 5mm A Perforated Screen 50% Open ~-'---- ~, ~' 3/16" Self Drilling Screw (Typ.) 4 Min. Per Bracket 2" x 2" x 12" 14GA 5mm Perforated Base Support Bracket Ex. atch Basin Floor --_ V'~ '~~ "` r ~ ~k. } r _... ~,~ ~:~ ~ --. ~ ~E v-~, t ~ ~~_ ~ i~~_ f _ ~'~ F 2 (TYp~) GA 5mm Perforated Screen 50% Open Ex. atch Basin Floor DETAIL (SH. 1) A -~_.~ _. - ~. - r~ ~_ ~',J ~~ ~ -- ~-- ~--,. - -~--,-~--r A ~ ~~ ~,Y,.A, Js _t. 3/16" Self Drilling Screw (Typ.) 2 Min. Per Bracket 2"x2"x3"14GA5mm Perforated Base Support Bracket 3/8" x 3"~ Wedge Anchor 2" x 2" x 12" For Detail 2" x 2" x 3" For Detail D 14GA 5mm 2" (TYp~) 14GA 5mm Perforated Screen Perforated Base 50% Open Support Bracket 1" Min. (TYp ) 3/16" Self Drilling Screw (Typ.) 4 Min. For 12" Bracket 2 Min. For 3" Bracket Horizontal ti 1 1 /4" x 1 /2" x 1 /2" ~ 12GA U-hannel Stiffener Ex. atch Basin Floor r~ Wedge Anchor DETAIL D (SH. 1) A SETION A-A ADS FLEXSTORM PS L A BASE SUPPORT BRAKET DETAILS LOS ANGELES OUNTY DEPARTMENT OF PUBLI WORKS 0 AEPTED 0 MAKE ORRETIONS NOTED 1:3 REVISE ALULATIONS El REJETED REVIEW IS PERFORMED BY TtE DEPARTMENT TO ENSURE THE ONTRATOR'S GENERAL ONFORMANE WITH THE DESIGN ONEPT OF THE PROJET AND GENERAL ON. PLIANE WITH THE SPEIFIATIONS. THE ONTRATOR IS SOLELY RESPONSIBLE FOR THE ORRETNESS OF DIMENSIONS, PROPER ONSTRUTION AND INSTALLA- TION METHODS, AND FOR FULFILUNG ALL ONTRATUAL REQUIREMENTS. AEPTANE INDIATED HEREON DOES NOT RELIEVE THE ONTRATOR OF THESE ATIONS. BY DATE X Steven Dickson
6 L 3/16" Self Drilling Screw (Typ.) Placed 8".. (Max)(Typ.) 1 Piece E~ension Panel Horizontal Stiffener 1 1 /2" x 1 1 /2" 13 GA Mounting Bracket (Typ.) Screen 50% Open ~ ~ ~ ~ ~ ~ i 3" Base Support Bracket ~`~ `-' / ` Placed At Inflection Point (Typ.), See Detail E Hereon 12" enter Base Support Brackett^\,,,/ (when s >_ 3'-0"), See Detail F Hereon c ELEVATION VIEW 1 Piece E~ension Panel 14GA 5mm Perforated Screen 50% Open E~ension Panel Scribed To onform To atch Basin Floor 1 Piece F~ctension Panel Screen 50% Open See Detail A, Sh. 1 (Typ.) 1 Piece E~ension Panel Screen 50% Open LOS ANGELES OUNTY DEPARTMENT OF PUBLI WORKS X 0 AEPTED 0 MAKE ORRETIONS NOTED 1:3 REVISE ALULATIONS El REJETED REVIEW IS PERFORMED BY TtE DEPARTMENT TO ENSURE THE ONTRATOR'S GENERAL ONFORMANE WITH THE DESIGN ONEPT OF THE PROJET AND GENERAL ON. PLIANE WITH THE SPEIFIATIONS. THE ONTRATOR IS SOLELY RESPONSIBLE FOR THE ORRETNESS OF DIMENSIONS, PROPER ONSTRUTION AND INSTALLA- TION METHODS, AND FOR FULFILUNG ALL ONTRATUAL REQUIREMENTS. AEPTANE INDIATED HEREON DOES NOT RELIEVE THE ONTRATOR OF THESE ATIONS. Steven Dickson BY DATE Screen 50% Open 2" x 2" x 12" 14GA,_ ~.`',~`~_~' ~ - - 5mm Perforated Base ~ ~` ~ ) ~ `, ~' - ~ ~' 'Q ~ ~'~ ~-~ Support Bracket ~ ~~7 - - ~' '~ -" ~~ 1 ~TYP~) Ex. atch Basin Floor 3/16" Self Drilling Screw (Typ.) 2" x 2" x 12" For Detail F 2" x 2" x 3" For Detail E Base Support Bracket 1" (Min.) ~TYp~) Horizontal 1 1/4" x 1/2" x 1/2" 12GA U-hannel Stiffener ,=1 Screen 50% Open -~~,:~,- r` DETAIL F --I.._~ 3/16" Self Drilling Screw (Typ.) 4 Min. For 12" Bracket 2 Min. For 3" Bracket 3/8" x 3" Ex. atch Basin Wedge Anchor -~ - _ - _ Floor ~TYp~) `~ ~~ } _- 2.. ~TYP~) 2" x 2" x 3" 14GA 5mm e~ ~~~.'--- Perforated Base Support ~ ~- ~`~ Bracket ~ ;i;~' Ex. atch Basin Floor~ ~~-. :~ -; ~^ ~-3/4" ~TYP~) 1 Piece Extension Panel 14GA 5mm - Perforated Screen 50% Open -- SETION - PS L '~ A DETAIL E ~ EXTENSION PANEL DETAILS
7 D L! Ex. atch ~~ ~~ Basin Wall ~Typ~~ n Ex. onnector Pipe E ~ I--- See Detail G Hereon ~ ~--~ '~ L -- ~--- l ~, 3/8..x3.. ~~ ~ ~~ ~ ~ W e d ge Anc h or ~TYp~) Screen 50% Open S+2R PLAN VIEW 1" Bend 90 Around Rear And 2 Sides Of Perforated Screen 36" (Max)(Typ.) 10" x 6" x 1 1/2" 14GA~ Deflector Support Bracket (Typ.) ELEVATION VIEW DETAIL G Spot Weld (Typ.) 3/8" x 3" Wedge Anchor (TYp~ ) See Detail H Hereon ~ Screen 50% Open ~~ X1/2" Dia. Hole ~ For Optional ~ Side Wall Mount Ex. atch Basin Wall SETION E-E 3 `~~~' 10" x 6" x 1 1 /2" 14GA Deflector Support Bracket (Typ. ) Deflector Screen ~~ ~ ~~ ~TYp ) 1/2" ~TYP~) DETAIL H ADS FLEXSTO PS L DEFLETOR DETAIL LOS ANGELES OUNTY DEPARTMENT OF PUBLI WORKS 0 AEPTED 0 MAKE ORRETIONS NOTED 1:3 REVISE ALULATIONS El REJETED REVIEW IS PERFORMED BY TtE DEPARTMENT TO ENSURE THE ONTRATOR'S GENERAL ONFORMANE WITH THE DESIGN ONEPT OF THE PROJET AND GENERAL ON. PLIANE WITH THE SPEIFIATIONS. THE ONTRATOR IS SOLELY RESPONSIBLE FOR THE ORRETNESS OF DIMENSIONS, PROPER ONSTRUTION AND INSTALLA- TION METHODS, AND FOR FULFILUNG ALL ONTRATUAL REQUIREMENTS. AEPTANE INDIATED HEREON DOES NOT RELIEVE THE ONTRATOR OF THESE ATIONS. BY DATE X Steven Dickson O
8 D HINGED LID SHOWN IN OPEN POSITION (REMAINS IN OPEN POSITION ON ITS OWN) D LID BRAKETS SEURED TO WALL WITH SS WEDGE ANHORS STAINLESS STEEL HINGE WELDED TO LID AT EAH SUPPORT BRAKET B B ALAMEDA OUNTY MOSQUITO ABATEMENT DISTRIT HINGED LID DESIGN A A SIZE SALE FRAME TYPE PS DWG NO FLEXSTORM-PS 1 SHEET 1 OF 1 REV A
9 APPENDIX L: ADS FLEXSTOM PS SELETION GUIDE ADS PS Model # LSREEN (ft) HSREEN (in) H BYPASS (in) H (depth of water to centroid of bypass) G (min distance from flow line to top of lid) V-DEPTH Q BYPASS (FS) 3L8H-8BL L8H-13BL L8H-16BL L9H-9BL L10H-8BL L11H-9BL L11H-13BL L12H-8BL L12H-8BL L12H-10BL L12H-10BL L12H-16BL L12H-16BL L16H-12BL L16H-12BL L18H-8BL L18H-10BL L18H-16BL L18H-16BL L20H-12BL L22H-12BL L24H-12BL L24H-16BL L8H-8BL L9H-9BL L9H-14BL L10H-8BL L10H-8BL L11H-16BL L12H-8BL L12H-8BL L12H-10BL L15H-12BL L15H-18BL L16H-12BL L10H-8BL L18H-10BL L18H-12BL L18H-16BL L18H-16BL
10 APPENDIX L: ADS FLEXSTOM PS SELETION GUIDE ADS PS Model # LSREEN (ft) HSREEN (in) H BYPASS (in) H (depth of water to centroid of bypass) G (min distance from flow line to top of lid) V-DEPTH Q BYPASS (FS) 4L18H-18BL L20H-12BL L22H-12BL L24H-12BL L24H-16BL L8H-13BL L9H-9BL L10H-8BL L10H-16BL H-13BL L12H-10BL L12H-10BL L12H-16BL L14H-14BL L15H-12BL L15H-18BL L16H-12BL L16H-12BL L18H-10BL L18H-12BL L18H-18BL L22H-12BL L8H-8BL L8H-14BL L10H-8BL L9H-9BL L11H-16BL L12H-8BL L12H-8BL L8H-8BL L14H-14BL L15H-18BL L18H-8BL L18H-16BL L18H-16BL L18H-18BL L20H-12BL L24H-12BL L24H-16BL L8H-8BL
11 APPENDIX L: ADS FLEXSTOM PS SELETION GUIDE ADS PS Model # LSREEN (ft) HSREEN (in) H BYPASS (in) H (depth of water to centroid of bypass) G (min distance from flow line to top of lid) V-DEPTH Q BYPASS (FS) 7L10H-8BL L10H-16BL L11H-13BL L12H-8BL L12H-16BL L14H-8BL L14H-14BL L14H-14BL L16H-10BL L16H-18BL L16H-18BL L20H-12BL L20H-18BL L24H-12BL L14H-8BL L16H-10BL L16H-18BL L20H-12BL L20H-18BL L24H-12BL L16H-18BL
12 OUNTY OF LOS ANGELES DEPARTMENT OF PUBLI WORKS APPENDIXA-1: PS ONFIGURATION ~ ~,~o% }-- urb opening ~ on Support bars (optional} ~r Pipe (PS) i ~G s 1 IHb ~ r ~ Hs ~ ' -~-----=z~.~=~- -- Deflector (when needed} onnector Pipe ATH BASIN INTERIOR VIEW (Not to scale) PS Length L = A+ 2B PS Height a# projected slope Hs Bypass Height Hb Minimum Wall learance > = 4" Minimum Bar Spacing S > = 6" Minimum Interior Spacing B > = 10" Minimum Distance from Flow Line G > = 4" NOTES 1. The PS shown above is for illustrative purposes onl.the catch basin connector pipe location and the shape and design of ~he PS may significantly deviate from the above example. 2. For Grated atch Basins, "G" shall be measured from the top of grate to the top of the PS deflector plate.
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15 APPENDIX B -PS SIZING TABLE Revised 5/20/2015 TABLE 2 PS SIZING TABLE FOR SUMP ONDITIONS WITH NO ARS atch Basin Type ~`V-depth ~ft~ B Width (ft) No. Grates MINIMUM Bypass Height Hb ~i~) Screen Height HS (in) MINIMUM Screen Length L (ft) G (in) (30 inch) inch 2.83 (34 inch) ~ ~ ~ ~ or greater ~ ~0 6.0 > >_ ~ 10 ~ ~ ~ <_ NOT APPLIABLE ~ ~ * for Bs with v-depth less than given value, contact the District for Hb, Hs, L, and G values.
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