HomeMy WebLinkAbout219IWC6-1499&1505Rt85-M5L23A&24A-Gas Station PlansF:\Jobs2018\6333-Choudrey-Montville\Dwg\Existing Conditions 3-25-2019.dwg, 1 OF 11 EXISTING CONDITIONS 20, 3/25/2020 8:32:07 AM
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FRAME AND COVER(DIAMETER VARIES)N.T.S.9'-0" [2743 mm]SECTION B-BSECTION A-AALUMINUMSWIRLCHAMBERBAFFLE WALLCONTRACTOR TO GROUT TO FINISHEDGRADEPERMANENT POOLELEV.CONTRACTOR TO PROVIDEGRADE RING/RISERTOP AND SIDESSEALED TO VAULTWEIR ANDORIFICEPLATESOUTLETPIPEFLOW CONTROL WALLINLET PIPEBBAA800-338-1122 513-645-7000 513-645-7993 FAXTHIS PRODUCT MAY BE PROTECTED BY THE FOLLOWINGU.S. PATENT: 5,759,415; RELATED FOREIGN PATENTS.VORTECHS 1000 DESIGN NOTESVORTECHS 1000 RATED TREATMENT CAPACITY IS 1.6 CFS, OR PER LOCAL REGULATIONS. IF THE SITE CONDITIONSEXCEED RATED TREATMENT CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED.THE STANDARD INLET/OUTLET CONFIGURATION IS SHOWN. FOR OTHER CONFIGURATION OPTIONS, PLEASE CONTACTYOUR CONTECH REPRESENTATIVE. www.ContechES.comGENERAL NOTES1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOURCONTECH REPRESENTATIVE. www.ContechES.com4. VORTECHS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATIONCONTAINED IN THIS DRAWING.5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMINGGROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TOCONFIRM ACTUAL GROUNDWATER ELEVATION.6. INLET PIPE(S) MUST BE PERPEDICULAR TO THE VAULT AND AT THE CORNER TO INTRODUCE THE FLOW TANGENTIALLYTO THE SWIRL CHAMBER. DUAL INLETS NOT TO HAVE OPPOSING TANGENTIAL FLOW DIRECTIONS.7. OUTLET PIPE(S) MUST BE DOWN STREAM OF THE FLOW CONTROL BAFFLE AND MAY BE LOCATED ON THE SIDE OR ENDOF THE VAULT. THE FLOW CONTROL WALL MAY BE TURNED TO ACCOMODATE OUTLET PIPE KNOCKOUTS ON THE SIDEOF THE VAULT.INSTALLATION NOTESA. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONSAND SHALL BE SPECIFIED BY ENGINEER OF RECORD.B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THEVORTECHS STRUCTURE (LIFTING CLUTCHES PROVIDED).C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN.E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINEINVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED.STRUCTURE IDWATER QUALITY FLOW RATE (CFS)PEAK FLOW RATE (CFS)RETURN PERIOD OF PEAK FLOW (YRS)PIPE DATA: I.E. MATERIAL DIAMETERINLET PIPE 1INLET PIPE 2OUTLET PIPESITE SPECIFICDATA REQUIREMENTSWIDTH HEIGHTANTI-FLOTATION BALLASTNOTES/SPECIAL REQUIREMENTS:RIM ELEVATION* PER ENGINEER OF RECORDVORTECHS 1000STANDARD DETAILwww.ContechES.com****************FLOWVORTECHS 4000 DESIGN NOTESVORTECHS 4000 RATED TREATMENT CAPACITY IS 6 CFS, OR PER LOCAL REGULATIONS. IF THE SITE CONDITIONS EXCEED RATED TREATMENTCAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED.THE STANDARD INLET/OUTLET CONFIGURATION IS SHOWN. FOR OTHER CONFIGURATION OPTIONS, PLEASE CONTACT YOUR CONTECH REPRESENTATIVE. www.ContechES.com
STRUCTURE IDWATER QUALITY FLOW RATE (CFS)PEAK FLOW RATE (CFS)RETURN PERIOD OF PEAK FLOW (YRS)PIPE DATA: I.E. MATERIAL DIAMETERINLET PIPE 1INLET PIPE 2OUTLET PIPESITE SPECIFICDATA REQUIREMENTSWIDTH HEIGHTANTI-FLOTATION BALLASTNOTES/SPECIAL REQUIREMENTS:RIM ELEVATION* PER ENGINEER OF RECORD800-338-1122 513-645-7000 513-645-7993 FAXGENERAL NOTES1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOURCONTECH REPRESENTATIVE. www.ContechES.com4. VORTECHS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATIONCONTAINED IN THIS DRAWING.5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMINGGROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TOCONFIRM ACTUAL GROUNDWATER ELEVATION.6. INLET PIPE(S) MUST BE PERPEDICULAR TO THE VAULT AND AT THE CORNER TO INTRODUCE THE FLOW TANGENTIALLYTO THE SWIRL CHAMBER. DUAL INLETS NOT TO HAVE OPPOSING TANGENTIAL FLOW DIRECTIONS.7. OUTLET PIPE(S) MUST BE DOWN STREAM OF THE FLOW CONTROL BAFFLE AND MAY BE LOCATED ON THE SIDE OR ENDOF THE VAULT. THE FLOW CONTROL WALL MAY BE TURNED TO ACCOMODATE OUTLET PIPE KNOCKOUTS ON THE SIDEOF THE VAULT.INSTALLATION NOTESA. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONSAND SHALL BE SPECIFIED BY ENGINEER OF RECORD.B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THEVORTECHS STRUCTURE (LIFTING CLUTCHES PROVIDED).C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN.E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINEINVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED.VORTECHS 4000 DESIGN NOTESVORTECHS 4000 RATED TREATMENT CAPACITY IS 6 CFS, OR PER LOCAL REGULATIONS. IF THE SITE CONDITIONS EXCEED RATED TREATMENTCAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED.THE STANDARD INLET/OUTLET CONFIGURATION IS SHOWN. FOR OTHER CONFIGURATION OPTIONS, PLEASE CONTACT YOUR CONTECHREPRESENTATIVE. www.ContechES.comFRAME AND COVER(DIAMETER VARIES)N.T.S.12'-0" [3658 mm]SECTION B-BSECTION A-AALUMINUM SWIRLCHAMBERBAFFLE WALLCONTRACTOR TO GROUT TOFINISHED GRADEPERMANENTPOOL ELEV.CONTRACTOR TO PROVIDEGRADE RING/RISERBBINLETPIPEFLOW CONTROL WALLTOP AND SIDESSEALED TO VAULTOUTLETPIPEWEIR ANDORIFICEPLATESAAHEIGHTWIDTHRIMDIAMMATERIALELEVDIAMMATERIALELEVDIAMMATERIALELEVRETURNPEAKWQFLOWIDFLOW5ECNG&TCYP$[ &CVG#%#&0Q5JGGV1H0QPG4'8'42$)56*Ä&9)F:\Jobs2018\6333-Choudrey-Montville\Dwg\Site Development Plan-3-25-2020 new layout.dwg, 8 of 11-Details_1 (2), 3/25/2020 8:37:35 AM
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