Laserfiche WebLink
SE1/4 SWIM SEC. 34, TWP. 29 N., RGE. 4 E., W.M. <br />SITE SPECIFIC DATA <br />PROJECT NUMBER 15285 <br />PROJECT NAME HARBORS EDGE <br />PROJECT LOCATION EVERETT, WA <br />TREATMENT REQUIRED <br />VOLUME EASED (CF) FLOW BASED (CFS) <br />0.050 <br />PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.875 <br />PIPE DATA LE MATERIAL DL4ME7ER <br />INLET PIPE 1 -14,69 147.157 PVC 12" <br />INLET PIPE 2-14%69-147. 7 PVC 12" <br />OUTLET PIPE 146.36 A/B PVC 12" <br />PRETREATMENT BIORLIRA TION DISCHARGE <br />RIM ELEVA77ON -FSf..h -FSth -fs:p.z <br />SURFACE LOAD H - <br />fl <br />FRAME & COVER J6" X 60" <br />WETLANDMEDA VOLUME (CY) 0.95 <br />ORIFICE SIZE (DIA. INCHES) 4 EA 00,65" <br />NOTES., <br />INSTALLATION NOTES <br />1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, M47ER64LS AND <br />INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND <br />APPURTENANCES IN ACCORDANCE W7H THIS DRAWING AND THE <br />MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN <br />MANUFACTURERS CON7R4CT. <br />2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A <br />MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT <br />ENGINEER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT <br />ENGINEERS RECOMMENDED BASE SPECIFICATIONS. <br />4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. <br />ALL PIPES MUST BE FLUSH IWTH INSIDE SURFACE OF CONCRETE (PIPES <br />CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE <br />FLUSH W17H DISCHARGE CHAMBER FLOOR ALL PIPES SHALL BE SEALED <br />WA7ERITGHr PER MANUFACNRERS STANBWO CONNECTION DETAIL. <br />5. CONTRACTOR RESPONSIBLE FOR INSTALLA77ON OF ALL PIPS RISERS, <br />MANHOLES AND HATCHES CONTRACTOR TO USE GROUT AND/OR BRICKS TO <br />MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. <br />6. EEGETATON SUPPLIED AND INSTALLED BY 07HERS. ALL UNITS WI7H <br />VEGEM770N MUST HAVE DRIP OR SPRAY IRRM77ON SUPPLIED AND INSTALLED <br />BY OTHERS. <br />7. CONTRACTOR RESPONSIBLE FOR CONTAC771VG 810 CLEAN FOR AC77VA77ON OF <br />UNIT. MANUFACTURERS WARRANTY IS VOID WITHOUT PROPER AC77VA77ON BY <br />A BID CLEAN REPRESENTATIVE. <br />GENERAL NOTES <br />1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. <br />2. ALL DIMENSIONS, ELEVARONS SPECIFC477ONS AND CAPACITIES ARE SUBJECT TO <br />CHANGE. FOR PROLIECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS <br />AND ACCESSORIES PLEASE CONTACT BID CLEAN. <br />wqj� <br />101. <br />!t1wisib <br />BED <br />PATENTED <br />PERIMETER <br />VOID AREA <br />OUTLET PIPE <br />SEE NOTES <br />152.3915P3P <br />FS/R1M <br />151.45 <br />TOP OF BOX <br />t; v <br />PRE -FITTER <br />CARTRIDGE <br />Mff,' <br />INLET PIPE 1 <br />SEE NOTES <br />INLET PIPE 2 <br />SEE NOTES <br />LAN VIEW <br />HATCH CAST -IN 8' THICK CONCRETE <br />COLLAR EY PRE -CASTER. CONTRACTOR <br />IM/WEDCE COLLAR 70 MEET FS <br />i <br />_ 149.22 <br />n PEAK HGL <br />FLOW CONTROL <br />RISER <br />NBA <br />IE our II <br />6' 4'-0"6" <br />5 1-0' <br />ELEVATION VIEW <br />INTERNAL BYPASS DISCLOSURE: <br />THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED <br />AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE <br />ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS <br />CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. <br />1 STRUCTURE #3 - MODULAR WETLAND <br />N.T.S. <br />C/L <br />V <br />L' <br />6 , MMI. 84.fE' <br />LEFT END VIEW h <br />RIGHT END VIEW <br />SITE SPECIFIC DATA <br />PROJECT NUMBER 15285 <br />PROJECT NAME HARBORS EDGE <br />PROJECT LOCATION EVERETT,, WA <br />TREATMENT REQUIRED <br />VOLUME BASED (CF) FLOW BASED (CFS) <br />0.04 <br />PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.591 <br />PIPE DATA LE MATERAL DL4ME7ER <br />INLET PIPE 188.70-133 60 PVC 12" <br />OUTLET PIPE i 8A.88-130 95 PVC 12" <br />PRETREATMENT I BIORLTR4TION DISCHARGE <br />RIM ELEVA77ON-t3E.BB• 7..88- fi3E.BB- <br />SURFACE LOAD .6 HS-20 <br />FRAME & COVER J6" X 60" <br />WETLANDMEDA VOLUME (CY) 0.95 <br />ORIFICE SIZE (DA. INCHES) 4 EA 00.60" <br />NOTES, <br />INSTALLATION NOTES <br />1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, M47ERALS AND <br />INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND <br />APPURTENANCES IN ACCORDANCE W7H THIS DRAWING AND THE <br />MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN <br />MANUFAC7RERS CON7R4CT. <br />2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A <br />MINIMUM 6' LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT <br />ENGINEER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT <br />ENGINEERS RECOMMENDED BASE SPECIFICATIONS. <br />4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. <br />ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES <br />CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE <br />FLUSH WITH DISCHARGE CHAMBER FLOOR ALL PIPES SHALL BE SEALED <br />0A7ERITGHr PER MANUFACNRERS STANDARD CONNECTION DETAIL. <br />5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES RISERS, <br />MANHOLES AND HATCHES. CONTRACTOR TO USE GROUT AND/OR BRICKS TO <br />MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. <br />6. EEGETATON SUPPLIED AND INSTALLED BY 07HERS. ALL UNITS WI7H <br />VEGETATION MUST HAVE DRIP OR SPRAY IRRIG477ON SUPPLIED AND IN57ALLED <br />BY OTHERS. <br />7. CONTRACTOR RESPONSIBLE FOR CONTAC771VG 810 CLEAN FOR AC77VA77ON OF <br />UNIT. MANUFACTURERS WARRANTY IS VOID WTHOUT PROPER AC77VA77ON BY <br />A BID CLEAN REPRESENTATNE. <br />GENERAL NOTES <br />1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. <br />2. ALL DIMENSIONS, ELEVARONS SPECIFICATONS AND CAPACITIES ARE SUBJECT TO <br />CHANGE. FOR PROLIECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS <br />AND ACCESSORIES PLEASE CONTACT BID CLEAN. <br />PER DSCC 4-4.2(3), ACCESS LIDS LARGER THAN THE STANDARD <br />MH LIDS SHALL BE HINGED AND SHALL BE CAPABLE OF BEING <br />OPENED AND HELD OPEN BY A SINGLE INDIVIDUAL. ALL ACCESS <br />LIDS SHALL BE EQUIPPED WITH A PICK HOLE CAPABLE OF BEING <br />OPENED WITH A STANDARD GRATE HOOK OR HANDLES. <br />BED <br />PATENTED <br />PERIMETER <br />VOID AREA <br />OUTLET PIPE <br />' <br />SEE NOTES <br />PRE -FILTER <br />-"-_ --- <br />CARTRIDGE <br />INLET PIPE <br />SEE NOTES <br />PLAN VIEW <br />HATCH CAST -IN 8' THICK CONCRETE - <br />COLLAR BY PRE -CASTER. CONTRACTOR <br />TO SHIM/WEDGE COLLAR 70 MEET fS <br />136.61 F66:86- CIL <br />134.23 <br />- - PEAK HGL <br />FLOW CONTROL <br />RISER 133.60 <br />1�9B5� i e�h 1' <br />lE IN <br />lE OUT <br />6' _I 5;-0w6. <br />ELEVATION VIEW <br />INTERNAL BYPASS DISCLOSURE: <br />THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED <br />AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE <br />ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS <br />CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. <br />z STRUCTURE #10 - MODULAR WETLAND <br />N.T.S. <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 12/13/2023 <br />Permit Inspector <br />LEFT END VIEW <br />RIGHT END VIEW <br />RECORD DRAWING <br />THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED <br />ON AS -BUILT INFORMATION PROVIDED BY OTHERS. WHILE THIS <br />INFORMATION IS BELIEVED TO BE RELIABLE, NO ASSUMPTION <br />SHOULD BE MADE REGARDING THE ACCURACY OF THIS RECORD <br />DRAWING, OR FOR R` a. OMISSIONS. <br />Andrew C. Reaves <br />12/12/23 <br />SIGNED BY DATE <br />Andrew Reaves, PE, Senior Principal <br />PRINT NAME & TITLE <br />CALLBEFORE <br />YOU MG 811 <br />UNDERGROUND SERVICE (VISA) <br />�I <br />''DOE WAWA <br />'h~P��IYd <br />U 00 <br />J LU <br />J � o <br />00 <br />N (wi) � <br />W LU 2 >� <br />Q LU <br />H W <br />W rn > <br />() W <br />LO <br />Q LO <br />N CF) <br />W <br />W <br />O <br />o_ <br />a E <br />b�A9Q� a� <br />LU o m <br />LUU�r a <br />< Lo <br />V1 raw a3 <br />J_ <br />Q <br />W <br />0 <br />W <br />0 <br />a <br />z <br />Q <br />0 <br />06 <br />0 <br />z <br />0 <br />0 <br />BAR IS ONE INCH ON ORIGINAL DRAWING. <br />0 - 1° <br />IF NOT ONE INCH ON THIS SHEET, <br />ADJUST SCALES ACCORDINGLY. <br />SCALE: DATE: <br />AS SHOWN 12/11/23 <br />DESIGNED BY: CHECKED BY: <br />KDS/TB ACR/SS <br />PACE PROJECT NO. 21586 <br />REV1122-001 SHEET C4.3 <br />