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VORTECHS 7000 DESIGN NOTES <br /> VORTECHS 7000 RATED TREATMENT CAPACITY IS 11 CFS,OR PER LOCAL REGULATIONS. IF THE SITE CONDITIONS EXCEED RATED TREATMENT <br /> A 14'-0"[4267 mm] CAPACITY,AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. <br /> ALUMINUM SWIRL THE STANDARD INLET/OUTLET CONFIGURATION IS SHOWN.FOR OTHER CONFIGURATION OPTIONS ,PLEASE CONTACT YOUR CONTECH <br /> CHAMBER REPRESENTATIVE. www.ContechES.com <br /> CP 5 < 11.0 Coe S rlec X <br /> f SITE SPECIFIC <br /> 3.52`' cq DATA REQUIREMENTS <br /> •-T.%� `$.0 o STRUCTURE ID <br /> TJ w WATER QUALITY FLOW RATE(CFS) <br /> r . <br /> Com► A A � -' , <br /> '_�,-•�•��-� ;,�-,.K PEAK FLOW RATE(CFS) <br /> RETURN PERIOD OF PEAK FLOW(YRS) <br /> Y <br /> FLOW *�•p�C�+G`�,� A�'�\1T�AU�i <br /> wWNr.contechES,com -y PIPE DATA: I.E. MATERIAL DIAMETER <br /> INLET PIPE 1 ` <br /> INLET PIPE 2 <br /> ->- r' �-�,��a� • <br /> BAFFLE WALL FLOW CONTROL WALL OUTLET PIPE <br /> - <br /> RIM ELEVATION <br /> SECTION B-B ANTI-FLOTATION BALLAST WIDTH HEIGHT <br /> NOTES/SPECIAL REQUIREMENTS: <br /> FINISHED <br /> CONTRACTOR ATE GRADE RINGIRISER <br /> GROUT PROVIDE FRAME AND COVER <br /> DIAMETER VARIES `PER ENGINEER OF RECORD <br /> �0�j`�'�� '�.�,. N.T.S. <br /> n- <br /> TOP AND SIDES <br /> N SEALED TO VAULT <br /> tV <br /> V <br /> n WEIR AND ORIFICE <br /> g PLATES B <br /> i .. ._ - _ GENERAL NOTES <br /> o ( O 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. <br /> F °1 2. DIMENSIONS MARKED WITH ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. <br /> o _ _ _ <br /> ''� C-4 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT,PLEASE CONTACT YOUR <br /> a ro CONTECH REPRESENTATIVE. www.,ContechES.com <br /> E INLET PIPE " 4. VORTECHS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION <br /> OUTLET CONTAINED IN THIS DRAWING. <br /> ?� PIPE 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING.ASSUMING <br /> o GROUNDWATER ELEVATION AT,OR BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO <br /> z <br /> _ CONFIRM ACTUAL GROUNDWATER ELEVATION_ <br /> a ------- - - 6. INLET PIPE(S)MUST BE PERPEDICULAR TO THE VAULT AND AT THE CORNER TO INTRODUCE THE FLOW TANGENTIALLY <br /> r TO THE SWIRL CHAMBER. DUAL INLETS NOT TO HAVE OPPOSING TANGENTIAL FLOW DIRECTIONS. <br /> 7. OUTLET PIPES)MUST BE DOWN STREAM OF THE FLOW CONTROL BAFFLE AND MAY BE LOCATED ON THE SIDE OR END <br /> oPERMANENT OF THE VAULT. THE FLOW CONTROL WALL MAY BE TURNED TO ACCOMODATE OUTLET PIPE KNOCKOUTS ON THE SIDE <br /> a POOL ELEV. OF THE VAULT. <br /> SECTION A-A INSTALLATION NOTES <br /> A. ANY SUS-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS <br /> x <br /> � AND SHALL BE SPECIFIED BY ENGINEER OF RE <br /> uj B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE <br /> a VORTECHS STRUCTURE(LIFTING CLUTCHES PROVIDED). <br /> 7 <br /> C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. <br /> N D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN: <br /> z E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT,HOLDING WATER TO FLOWLINE <br /> INVERT MINIMUM. IT IS SUGGESTED THAT ALL.JOINTS BELOW PIPE INVERTS ARE GROUTED. <br /> Cala NTECH® VORTECHS 7000 <br /> z ENGINEERED SOLUTIONS LLC <br /> 2 ENGINEERED www.ContechES.com STANDARD DETAIL <br /> 2 THIS PRODUCT MAY BE PROTECTED 81 THE FOLLOWNG <br /> 0 U 5 PATENT'5,759415;RELATED FOREIGN PATENTS 9025 Centre Pointe Dr.,Suite 400, West Chester,OH 45069 <br /> 800-338-1122 513.645-7000 513-545-7993 FAX <br />