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HomeMy WebLinkAbout4905-61 4 D U S T I I ( 3 #0JA;h. C01414 Ultra Urban Filter Installi3tion Instructions 1. Installation of the Mounting 0 Cross-sectiolial view shown in Figure 2 gives the Bracket suggested elevation of anchor bolts and the Z interference bet -ween the bracket's flange and The location and number of Ultra Urban Filter (UUF) the inlet rad us. box(es) in each catch basin should be determined by 6 the end user, based on actual flow rates and NirberdArh Bob characteristics of the drain. 3 MISTING RADIUS OF INLET TRANS17MN 5 /',_—INTERFERENCE OF BRACKET WITH INLET ROWS REQUIRED • Measure width of the drain opening and the 3/8-16 POWER HEAD ANC�M depth of the drain inlet. BOTtO14 OF /—RADDJS NSTALL FLOW DIVERTER UNDER FLAT VASHER AND NUT. • Determine the number of UUF boxes to be INUM 2Z ATTACH DIVERTER TO CM41+ HO1OK installed. USING ONE #8 SELF—TAPPIN5 SCREW. ATTACH OPPOSITE END IF IrVERTER • Determine the length of the bracket, number and TO CATCH BASIN WALL LMM 5/16-18 ANCHM location of the holes. Table 1 is meant to provide suggestions. Users should follow their own safety protocols FL9V DIVERTER TUP OF C01414 UX and confined space entry procedures. Setup the appropriate barriers and traffic control equipment. Remove the drain inlet cover. Make sure the drain is clean and clear of debris. Figure 2. &GC3MWLECNCFNULMW�.BWW-7MDLCCAIICNCFFCLES 0 UUF Box(r­_0 shnHirl hp inct­;;IIPd rn thAt thara ic Wrber Of 83M 1tD2 3to5 6-7 8tD10 EAST 0RI, SO'UTH END J1 CASCADE DRIVE 2 Z Lugh of Badet Nzrber d boxes *Tm 1275' NUnber d Woes tiryies sar Nzrber d bom times lalzr Nirber of b3m Mies 1a12S 0 6 NirberdArh Bob 2 3 4 5 Locabcn of ArK B& I 31romftedges fromftecges I +creinthenidde EP ard 3Cr frcm theedges 12' ad 39 �nft edges+ 1 (niddle) i aDie 1. Use gloves when handling or installing mounting bracket, sharp edges can cause injuries. Figure 1. Procedure EP -03, Rev. 1 of 01/11/02 C= Ell "s ANVVVVVVVVVVVVVVWWM A%VWWWWWWWWM DIAL TWO WORKING BEFORE DAYS BEFORE Lu YOU DIG YOU DIG TOLL FREE 800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CL approx. 2"�_'Ir' clearance between the bottom of the catch basin and the bottom of the box. Use 3/8-16 wedge anchor bolts., 2.25" long,, to attach Mou ing Bracket to catch basin wall. 2. Installation of the UUF Boxes • UUF boxes should be installed so that the flow through inlet-outlet pipes is not affected. • Prior installz tion, remove necessary Over -Flow Cut -Outs to orovIde openings for lateral overflow between boX6�. Over -Flow Cut -Outs '- 'k" I 1P U-sha Clips Figure 3. Page I of 2 W = PER PLAN CATCH SASIN OR EAST OR — END SOUTH END GAP IT I Y% I / J AXECH ULTRA—UREIAN FILTER -VI 21 "L I &A IrLf%%,LFVIU RM VIEW NN TO SCAff REV. I REVISION DESCRIPTION I I DATE I ENCR. I CITY I DATE fJfiech. C01414 Ultra Urban Filter In liation Instructions I N D U S T R I 1 5 Install U-shaped Clips over the Over -Flow Cut- 0 Bend down the cut portion of fhe flange; as Outs as shown in figure 3. shown in figure 4. • The bent down flange of the Flow Diverter should 3. Installation of the Flow Diverter engage the bracket and sit on top of the hoo'k b'f (FD) the UUF box as shown in figures 21and 5. • Use 1/4-20 Wedge Anchor bolts,� 2.25" long to secure the Flow Diverter to the caich basin wall. • When determining the length of the Flow Diverter,, an additional 2" must be added to the length to allow over -flow the UUF box. C01414 Hook • Table 2 is intended to provide suggested number Flow Diverter, and location for the anchor bolts. • Users are encouraged to develop and follow their own procedures and safety protocols. 0 At approximately 1.5" from the overhanging edge, vertically cut the higher side of the Flow Diverter to approximately 3/16" below the first hpnci- W.J%. tfA%0V%_J wvsl�_11 11MIKA111110 vilu lllawlllll�j Diverter., sharp edges can cause injuries. SUGGESTED LOCATION OF THE HOLES FOR FLOW DIVERTERS (FD) 61 61 d9 t9 49 69 9 J #8 Self -Tapping Screw 1/4-20 w ge a ncho r 11olt Figure 5. Q Secure Flow Diverter to C01414 Hbok using cine #8 Self -Tapping screw as shown , in figure� 5, drilling 3/16" clearance hole may be required. Clean up the area and make sure,, hat tools and debris have been removed from the catch bas''in'! Replace the cover to the drain and secure as needed. I i FD Length Less than 3' 3' to 5' 5' to 7' 7'to 11' EAST 0RI, SO'UTH END J1 CASCADE DRIVE 2 Z Number of Anch. Bolts 1 2 2-3 3-4 0 6 Location of Anch. Bolts At 3" from the free hanging edge (FH) I At 3" from the (FH) edge and one in thel middle I At 3" from the (FH) edge and approx. every 3' At 3" from the (FH)— edge and approx. every 3' Procedure EP -03, Rev. 1 of 01/11/02 CURB LINE SHOULD CONSTRUCTION OF REQUIR19D IMOVFJWENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, T'HE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PIANS TO BRING THEM INTO CONFORMANCE WITH CONDIWNS AND STANDARDS IN EFFECT I aDie z. Page 2 of 2 CATCH 134SIN OF ABTEC H FILTERS WE57 OR NORTH END EAST 0RI, SO'UTH END J1 CASCADE DRIVE 2 Z #2 SGT BRYAN BREWSTER 4 1 13 CHASE ROAD 0 6 TOTAL = 15 ASTECH C01414N FILTERS WITH S SPONGE 1: ) I Ll I )S B)US OF BEARINGS: THE CENTERLINE OF CITRUS AVENUE, ALSO BEING THE EAST LINE OF SEC110N 36, T.M., R.M., S.B.M. AS SHOWN ON TRACT 16568, AS RECORDED IN &I.B. 300/,"-19-7162. BEING: N 00*00'13'" E ORIGINAL RENC 14VIR PREPARED FOR: CITY OF FONTANA BM -3611 R.R. SPIKE IN PP NO. 1536697E AT ME S ORNE MERITAGE HOMES OF BASELINE AVENUE AND I SULTANA AVENU Ew. 1250 CORONA POINTE COURT ELEVATION: 1365.01, SINCE DESTROYED SUITE 210 CORONA, CA 92879 SITE BENC"HMAi1TK TEL (951) 547-8320 SW CORNER, SEC. .31, T.1h., R.5W., 13.13M.72" I.P. FAX (951) 547-8301 WITH 13RASS CAP, C.S.M. AT THE INTERSECTION OF EASEUNE AVENUE AND CITRUS AVENUIE. aWATIM ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 j35 6�- 18 1 Fax (909) 356-1795 4 09 A.fl Ral0nond k Allard, R.C.E. 36052 Date (expires 6/30/2012) 14,250 37 C01 414 IT X 14' 1:2111 Ef D ff:]_ 0 0 0 E) 0 0 r 1 13,250 M� ftThdh [ =F"'Blft I "TO I BEIM is D (111 0 T a I 1 :3 U M MRiv" is M%N M * I v M" W 1.91 ne M ts SCOTTSIDAIX. A9201A SCA= UP I TZWS M 6 rdal 00506TO1 J �1 M1 01FESS/0 J. '4� /, 7- z DRAWN BY: STREET IMPROVEMENT PLAN coo AE TRACT NO. 17389 Z; No. 36052 DESIGNED BY: 19 Exp. 6/30/12 AE DffAILS kl�x '%!�' 1____) 1.0 //'*** "..V f clvl\� CHECKED BY: D or CAI_\� DSH <2td DATE: % I CITY ENGINEER R.C.E. 51152 Filename: C:\PR0JECTS\7RACT No 17J89\dwg\Rha1 Design\STREETS\17389—ST06.dwg SCALE: AS NOTED DATE: OCTOBER, 2011 DRAWING NO.: 4905 Y6