4: YR WSEL= :1 7'X18' TYPE M SOIL RIPRAP 2D50=24" % 4:1 4.0%
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- Shon Short
- 5 years ago
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1 ' X ' TYPE M RIPRP URVE TBLE URVE # DELT RDIUS LENGTH HORD DIRETION HORD LENGTH LF~" RP 9 EFFETIVE FLOODPLIN LIMITS USTOM STRUTURE (SEE DETIL ON SHT PD) LF~" RP N:,,6 E:,, STM OS- POND STRUTURE INV OUT: FES- INV OUT: EMERGENY OVERFLOW WTER SURFE = 6 -YER WSEL = 9 : N:,, E:,,6 9 N:,, E:,,9 TYPE M SOIL RIPRP OVERFLOW SEE DETIL THIS SHT OVERFLOWS 9 9 B : SEE OFFSITE STORM PLNS UTOFF WLL SEE DETIL THIS SHT N:,, E:,, N:,, E:,,9 9 : MIN WDLEY NORTH REEK TRT SURHRGE BSIN L 9 : -YR WSEL=9 B N:,9,9 E:,,9 9 B EL: 9 N:,,9 E:,, : MX L TRT N:,, E:,, B TRT 6 : 99 N:,9,9 E:,,9 EL: 9 N:,9,9 E:,, N:,9,96 E:,,6 OR TOPSOIL FLTTER WDLEY NORTH REEK ' TYPE 'M' SOIL RIPRP (D =") " THIK LYER TO EXTEND ' UPSTREM OF WLL 6' B-B EMERGENY OVERFLOW WEIR 9 TYPE M THIKNESS=' (XD ) (D =") TOP OF FOOTING SHLL BE T OR BELOW BOTTOM OF RIPRP ND BEDDING MTERIL ONRETE UTOFF WLL, SEE THIS SHEET FOR DETIL 96 6 : 9 9 POND 9 : : 66 EMBNKMENT ELEV=9 6 -YR WSEL=9 ONRETE UTOFF WLL 6 : L L MINTENNE ESS PER ITY OF THORNTON RITERI ' 'X' TYPE M D=" 9 : FES- " FES INV OUT: 6: 9 'X' TYPE M D=" 9 FES- FES INV OUT: JOSEPHINE WY 6 ' REST LENGTH=' ' ' x -YR OVERFLOW WSEL=6 REST ELEV= B-B EMERGENY OVERFLOW WEIR X -YR OVERFLOW RTE= FS LF~" RP LINE TBLE LINE # DIRETION LENGTH MIN FORM OR UT ONTRTION JOINTS TO / DEPTH OF SLB T FT O YORK STREET SETION X-X UTOFF WLL PROFILE ROSS SETION ' ' 6' - ONRETE TRIKLE HNNEL 6' "X " ONST KEY (D =") ' - ESS ROD " " POND DESRIPTION EURV VOLUME EURV WSEL -YR VOLUME -YR WSEL EMERGENY SPILLWY REST -YR PEK INFLOW -YR OUTFLOW ONRETE TO BE REINFORED WITH FIBERMESH MIN SUB TO BE OMPTED TO T LEST " PST EDGE OF TRIKLE HNNEL ON EH SIDE ' MX MIN " THIK LYER (" TO " FRTURED FE GRNITE) MIXED WITH LSS 6 RODBSE 9 OMPTED SUB LENGTH, SLOPE ND ELEVTIONS PER SPEIFI OVERFLOW WEIR UTOFF WLL DETILS REST ELEV= OVERFLOW WEIR UTOFF WLL DETIL (PROFILE VIEW) (TYP) E nd VE *D KEY MP 6 -FT FT 9 -FT 9 FT FT 9 FS FS MIX SOIL ND RIPRP OMPLETELY (SEE NOTES) FINISHED ' (TYP) RIPRP STRUTURL TO BE DONE BY OTHERS PREPRE OMPTED SUB PER SPEIFITIONS OR PLE ON UNDISTURBED SUB (TYP) DETIL IS PPLIBLE TO SLOPED RES REFER TO THE SITE PLN FOR TUL LOTION ND LIMITS MIX UNIFORMLY 6 RIPRP BY VOLUME WITH OF PPROVED SOIL BY VOLUME PRIOR TO PLEMENT PLE STONE-SOIL MIX TO RESULT IN SEURELY INTERLOKED ROK T THE THIKNESS ND OMPT ND LEVEL TO ELIMINTE LL VOIDS ND ROKS PROJETING BOVE RIPRP TOP TYPE "M" DETIL ' SLOP VRIES (SEE PLNS) TOPSOIL LYER ND SEED S REQUIRED BY PLNS ND SPEIFITIONS SLE: " = ' ORIGINL GRPHI SLE ONTRTOR TO FIELD VERIFY LOTION OF LL EXISTING UTILITES PRIOR TO ONSTRUTION WORK SHLL BE ONSTRUTED TO ITY OF THORNTON STNDRDS ND SPEIFITIONS THIS PPROVL IS FOR ONFORMNE WITH THESE STNDRDS ND SPEIFITIONS ND OTHER ITY REQUIREMENTS THE ND ONEPT REMINS THE RESPONSIBILITY OF THE IONL OR LNDSPE IONL ' JNSEN STRWN ONSULTING S, IN BENHMRK: LL UTILITY NOTIFITION ENTER OF OLORDO : WEST ND VENUE DENVER, O P6 F69 DMS OUNTY POINT 9 ELEV 99 Job No: LL BUSINESS DYS IN DVNE BEFORE YOU DIG, OR EXVTE FOR THE UTILITIES ESTREEK THOMS IONL // 6// // // // Description Revisions No JNS EN OLORDO REGISTERED POND PLN hecked : TJ Designed : TJ PD 6
2 STRUTURE TYPE INLET SEE DOT TYPE DETIL SEE DOT TYPE DETIL FOR LOSE MESH GRTES WHIH INLUDE SUPPORTS, SPING ND TTHMENTS STRUTURE "Ø STINLESS STEEL NHOR BOLT (TYP) " " FES # VERTIL BR MIN OR PER ITY STNDRDS ND SPEIFITIONS SEE SHEET 6 6 " THIK STINLESS OR GLVNIZED STEEL PLTE " RP PIPE " 99" INV= WEST ND VENUE DENVER, O P6 F69 FES TO MTH INTO POND SLOPE SEE SHEET 6 " RP WELL SREEN, SEE DETILS PROVIDE OPENING FOR SHOVEL SEE SHEET 6 EURV ONTROL PLTE, SEE DETIL " RP " " STINLESS STEEL SUPPORT BRS NO 9 STINLESS STEEL (US FILTER* OR EQUL) WIRES FLOW -YR RESTRITOR PLTE DETIL 9" " EURV ONTROL PLTE, SEE DETILS THOMS IONL JNS EN OLORDO REGISTERED HINGED ONNETIONS 9" 9" DETIL B DIMENSIONS OF WITHIN THE MOUNTING FRME= INHES WIDE x 6 INHES HIGH 6x MERIN STNDRD STRUTURL STEEL HNNEL FORMED INTO ONRETE (TYP) TO BE TTHED TO STEEL HNNEL BY INTERMITTENT WELDING LL ROUND WELL SREEN, SEE DETILS JNSEN STRWN ONSULTING S, IN BENHMRK: DMS OUNTY POINT 9 ELEV 99 DOT MH STYLE STEPS PER STD PLN M-6- " " PROP " OVERHNG FOR GRTE SUPPORT ORDERING SPEIFITIONS -#9 VEE WIRE -9" OPENINGS BETWEEN WIRES -TE "X" SUPPORT RODS ON " SPING () -TOTL SREEN THIKNESS = -" x " FLT BR RBON STEEL FRME EURV ORIFIE PLTE / PLN VIEW STRUTURE SHEMTI PLN VIEW 6x MERIN STNDRD STRUTURL STEEL HNNEL FORMED INTO ONRETE P:\9_Eastcreek Farm\D\D's\Pond Plans\9_Pond Plandwg, // :: PM, utod PDF (General Documentation)pc SURHRGE/TRIKLE HNNEL SEE DETIL B SURHRGE WSEL= ELEV= ELEV=6 " RP 96 ELEV= ELEV= MERIN STNDRD STRUTURL STEEL NGLE WELDED TO HNNEL (TYP) (SEE STRUTURL PLNS BY TL THOMPSON FOR SIZING) MERIN STNDRD STRUTURL STEEL HNNEL FORMED INTO ONRETE (TYP) (SEE STRUTURL PLNS BY TL THOMPSON FOR SIZING) EXESS URBN RUNOFF SURFE= " LIFTBLE GRTE SEE BOVE MIRO POOL SURFE= WTER QULITY SURFE= " VERTIL WELL SREEN, SEE DETILS SEE DETIL " YER DETENTION SURFE=9 ELEVTION = " WEIR WLL THIKNESS ED BY STRUTURL MIN EL= TOP OF BOX ELEV= TOP OF PLTE= BOTTOM OF HNNEL = EURV ONTROL PLTE, SEE DETILS 99" STRUTURE SHEMTI PROFILE VIEW OVERFLOW INVERT ELEV= X -YR OVERFLOW WSEL=6 TOP OF EMBNKMENT ELEV=9 -YR RESTRITOR PLTE SEE DETIL " RP INVERT= MIN ' OF FREE BORD BOVE EMERG WSE /" THIK STINLESS OR GLVNIZED STEEL PLTE Ø " STINLESS STEEL NHOR BOLT W/ STINLESS STEEL SDDLE WSHERS SPED " O ENTROID: SQ-IN " DI, ENTROID: 96 SQ-IN " DI ENTROID: SQ-IN " DI WELL SREEN ELEV= WELL-SREEN FRME TTHED TO HNNEL BY INTERMITTENT WELDS LL ROUND ' " -HNNEL DETIL EURV ONTROL PLTE DETIL EURV IS DRINED IN -HOURS ' O ' O ORIFIE PLTE ONTINUOUS NEOPRENE GSKET, LL ROUND SEE DETIL BELOW TOP OF PLTE LOWEST HOLE= MIROPOOL WSEL= " MOUNTING RE; PLTE BOLTED TO 6x STEEL HNNEL WTERTIGHT SEL SHLL BE PROVIDED SURROUNDING THE ENTIRE PLTE USING ONTINUOUS NEOPRENE GSKET PER UDFD OR PPROVED LTERNTIVE BOTTOM OF PLTE LL UTILITY NOTIFITION ENTER OF OLORDO : Job No: LL BUSINESS DYS IN DVNE BEFORE YOU DIG, OR EXVTE FOR THE UTILITIES ESTREEK // 6// // // // Description Revisions No POND DETILS hecked : TJ Designed : TJ PD 6
3 ' TYPE M THIKNESS=' (XD) (D=") TOPSOIL OR FLTTER B-B EURV WSEL = 6 X-YR Q= FS HNNEL PITY T ' DEPTH= FS " THIK LYER (" TO " FRTURED FE GRNITE) MIXED WITH LSS 6 RODBSE ON TOP OF LYER OF GEOGRID ' P6 F69 ' ONRETE TO BE REINFORED WITH FIBERMESH B-B EMERGENY OVERFLOW WEIR MIN MIN ' POND B DESRIPTION FES-B FES INV OUT: ( RP) (SW) " THIK LYER (" TO " FRTURED FE GRNITE) MIXED WITH LSS 6 RODBSE ON TOP OF LYER OF GEOGRID N:,,66 E:,,6 B 9 OMPTED SUB B : : EL: N:,,6 E:,,69 9 EL: 6 N:,,6 E:,,6 L TYPE M SOIL RIPRP OVERFLOW SEE DETIL THIS SHT : 6 9 : TRT L 9 EL: 9 N:,,96 E:,,69 EL: N:,,999 E:,, 6 : L 9 -YR WSEL= PREPRE OMPTED SUB PER SPEIFITIONS OR PLE ON UNDISTURBED SUB (TYP) SLOP VRIES (SEE PLNS) *D N:,,9 E:,,9 9 EL: N:,,96 E:,,6 POND TOE 6 TW: 6 GBW: 9 N:,,96 E:,,6 TW: 6 GBW: N:,,96 E:,,6 ST PUL T 9 POND B (TYP) RIPRP 6 EL: 66 N:,,99 E:,, EL: 6 N:,, E:,,6 TOPSOIL LYER ND SEED S REQUIRED BY PLNS ND SPEIFITIONS MIX SOIL ND RIPRP OMPLETELY (SEE NOTES) FINISHED B : : UTOFF WLL SEE DETIL THIS SHT B EL: 9 N:,, E:,, TOE OF SLOPE EL: 69 N:,,9999 E:,,69 TW: EL: N:,,99 E:,,9 TW: 6 GBW: 6 N:,,9 E:,,96 9 TW: 6 GBW: N:,,9 E:,,9 TYPE M D=" L TRT B : LL BUSINESS DYS IN DVNE BEFORE YOU DIG, OR EXVTE FOR THE UTILITIES N:,,6 E:,, L 6 9 LL UTILITY NOTIFITION ENTER OF OLORDO N:,, E:,,9 USTOM STRUTURE (SEE DETIL ) N:,, E:,,9 B 6 -YR WSEL= EL: N:,,9 E:,, N:,, E:,,9 N:,, E:,,9 TW: GBW: N:,, E:,,9 9 TW: 6 GBW: N:,, E:,,9 TW: 6 GBW: 6 N:,,9 E:,,9 N:,,9 E:,, N:,,9 E:,,99 TYPE M D=" : B N:,,96 E:,, MINTENNE ESS PER ITY OF THORNTON RITERI 9 B N:,, E:,, DMS OUNTY POINT 9 ELEV 99 hecked : TJ 66 FS -YR OUTFLOW B 6 FS BENHMRK: -YER FLOODPLIN WSEL SEE OFFSITE STORM PLNS -YR PEK INFLOW JNSEN STRWN ONSULTING S, IN SHORT RUN N:,,6 E:,, : FT ION L ENG EMERGENY SPILLWY REST ELEV - ONRETE TRIKLE HNNEL N:,,6 E:,,99 J FT DIRETION LENGTH -FT -YR WSEL LINE TBLE LINE # -YR VOLUME HORD LENGTH HORD DIRETION SUB TO BE OMPTED TO T LEST " PST EDGE OF TRIKLE HNNEL ON EH SIDE LENGTH 6 FT RDIUS EURV WSEL FORM OR UT EXPNSION JOINTS TO / DEPTH OF SLB T FT O : DELT -FT : URVE # EURV VOLUME 9 URVE TBLE N:,, E:,,99 S No (D=") O REG D I S SS 6 9 B-B EXISTING GROUND ONRETE UTOFF WLL ' X ' TYPE M D=" E PROF - ESS ROD REST ELEV= EURV WSEL = 6 x -YR OVERFLOW WSEL= ' Description Revisions REST LENGTH=' YR WSEL = S ' KEY MP RED TE NS E N ' " THIK LYER (" TO " FRTURED FE GRNITE) MIXED WITH LSS 6 RODBSE ON TOP OF LYER OF GEOGRID EMBNKMENT ELEV= EL: 69 N:,,9 E:,, B N:,,9 E:,, DETIL IS PPLIBLE TO SLOPED RES REFER TO THE SITE PLN FOR TUL LOTION ND LIMITS MIX UNIFORMLY 6 RIPRP BY VOLUME WITH OF PPROVED SOIL BY VOLUME PRIOR TO PLEMENT PLE STONE-SOIL MIX TO RESULT IN SEURELY INTERLOKED ROK T THE THIKNESS ND OMPT ND LEVEL TO ELIMINTE LL VOIDS ND ROKS PROJETING BOVE RIPRP TOP Designed : TJ ' MX MIN WEST ND VENUE DENVER, O E nd VE POND B PLN B-B EMERGENY OVERFLOW WEIR YORK STREET ONRETE UTOFF WLL, SEE SHEET PD FOR DETIL IN EER B-B OLO R EXISTING GROUND T HOM TOP OF FOOTING SHLL BE T OR BELOW BOTTOM OF RIPRP ND BEDDING MTERIL TYPE 'M' SOIL RIPRP (D=") " THIK LYER YR WSEL = SEE HNNEL DEPTH=' 6' -YER WSEL = ' // 6// // // // OVERFLOWS EMBNKMENT ELEV= ESTREEK EMERGENY OVERFLOW WTER SURFE = SLE: " = ' ORIGINL GRPHI SLE TYPE "M" DETIL : ONTRTOR TO FIELD VERIFY LOTION OF LL EXISTING UTILITES PRIOR TO ONSTRUTION WORK SHLL BE ONSTRUTED TO ITY OF THORNTON STNDRDS ND SPEIFITIONS THIS PPROVL IS FOR ONFORMNE WITH THESE STNDRDS ND SPEIFITIONS ND OTHER ITY REQUIREMENTS THE ND ONEPT REMINS THE RESPONSIBILITY OF THE IONL OR LNDSPE IONL --6 Job No: 9 PD 9 6
4 SEE DOT TYPE DETIL FOR LOSE MESH GRTES WHIH INLUDE SUPPORTS, SPING ND TTHMENTS STRUTURE 9 6x MERIN STNDRD STRUTURL STEEL HNNEL FORMED INTO ONRETE FES # VERTIL BR MIN OR PER ITY STNDRDS ND SPEIFITIONS SEE SHEET 6 STRUTURE BY OTHERS TO BE SUBMITTED TO THE ITY FOR PPROVL PRIOR TO ONSTRUTION FES TO MTH INTO POND SLOPE SEE SHEET 6 " " INSIDE WELL SREEN, SEE DETILS PROVIDE OPENING FOR SHOVEL SEE SHEET 6 6" INSIDE EURV ONTROL PLTE, SEE DETIL RP " OVERHNG FOR GRTE SUPPORT 9 INSIDE STINLESS STEEL SUPPORT BRS NO 9 STINLESS STEEL (US FILTER* OR EQUL) WIRES "Ø STINLESS STEEL NHOR BOLT (TYP) 6 " THIK STINLESS OR GLVNIZED STEEL PLTE RP PIPE " " INV= -YR RESTRITOR PLTE DETIL WELL SREEN ELEV= WELL-SREEN FRME TTHED TO HNNEL BY INTERMITTENT WELDS LL ROUND -HNNEL DETIL ORIFIE PLTE ONTINUOUS NEOPRENE GSKET, LL ROUND SEE DETIL BELOW WEST ND VENUE DENVER, O P6 F69 THOMS IONL JNS EN OLORDO REGISTERED HINGED ONNETIONS OUTSIDE " OUTSIDE FLOW JNSEN STRWN ONSULTING S, IN DOT MH STYLE STEPS PER STD PLN M-6- " INSIDE STRUTURE SHEMTI PLN VIEW 9" ORDERING SPEIFITIONS -#9 VEE WIRE -9" OPENINGS BETWEEN WIRES -TE "X" SUPPORT RODS ON " SPING () -TOTL SREEN THIKNESS = " 9" DETIL B DIMENSIONS OF WITHIN THE MOUNTING FRME= INHES WIDE x 6 INHES HIGH -" x " FLT BR RBON STEEL FRME 6' "X " ONST KEY SETION X-X UTOFF WLL PROFILE ROSS SETION " " ' ' 6' LENGTH, SLOPE ND ELEVTIONS PER SPEIFI OVERFLOW WEIR UTOFF WLL DETILS REST ELEV= OVERFLOW WEIR UTOFF WLL DETIL (PROFILE VIEW) ' (TYP) STRUTURL TO BE DONE BY OTHERS ' ' BENHMRK: DMS OUNTY POINT 9 ELEV 99 X -YR OVERFLOW WSEL= TOP OF EMBNKMENT ELEV= MIN ' OF FREE BORD BOVE EMERG WSE " EURV ONTROL PLTE, SEE DETILS LL UTILITY NOTIFITION ENTER OF OLORDO LL BUSINESS DYS IN DVNE BEFORE YOU DIG, OR EXVTE FOR THE UTILITIES MERIN STNDRD STRUTURL STEEL NGLE WELDED TO HNNEL (TYP) (SEE STRUTURL PLNS BY TL THOMPSON FOR SIZING) MERIN STNDRD STRUTURL STEEL HNNEL FORMED INTO ONRETE (TYP) (SEE STRUTURL PLNS BY TL THOMPSON FOR SIZING) TOP OF BOX=6 YER DETENTION SURFE= OVERFLOW INVERT ELEV= 6x MERIN STNDRD STRUTURL STEEL HNNEL FORMED INTO ONRETE (TYP) TO BE TTHED TO STEEL HNNEL BY INTERMITTENT WELDING LL ROUND WELL SREEN, SEE DETILS // 6// // // // ELEV=96 EXESS URBN RUNOFF SURFE=6 LIFTBLE LOSE MESH GRTE WTER QULITY SURFE= ELEVTION = 6 6" EURV ORIFIE PLTE / PLN VIEW hecked : TJ SEE DETIL SHEET 6 " WEIR WLL THIKNESS ED BY STRUTURL MIN Ø " STINLESS STEEL NHOR BOLT W/ STINLESS STEEL SDDLE WSHERS SPED " O /" THIK STINLESS OR GLVNIZED STEEL PLTE ENTROID: 6 SQ-IN " DI " TOP OF PLTE 99 No Description Revisions Designed : TJ SURHRGE/TRIKLE HNNEL ELEV= " RP ELEV= " VERTIL WELL SREEN, SEE DETILS MIRO POOL SURFE= SEE DETIL " -YR RESTRITOR PLTE SEE DETIL EURV ONTROL PLT, SEE DETILS RP PIPE INVERT= ENTROID: 6 6 SQ-IN " DI ENTROID: 6 SQ-IN " DI ' 9' 9' LOWEST HOLE= MIROPOOL WSEL= ESTREEK POND B DETILS ELEV= EL= STRUTURE SHEMTI PROFILE VIEW ELEV= EURV ONTROL PLTE DETIL EURV IS DRINED IN -HOURS BOTTOM OF PLTE " MOUNTING RE; PLTE BOLTED TO 6x STEEL HNNEL WTERTIGHT SEL SHLL BE PROVIDED SURROUNDING THE ENTIRE PLTE USING ONTINUOUS NEOPRENE GSKET PER UDFD OR PPROVED LTERNTIVE : --6 Job No: 9 PD 6
5 ELIZBETH ST L TRT G TYPE M SOIL RIPRP OVERFLOW SEE DETIL THIS SHEET TRT H EXISTING YR FLOODPLIN WSE 9 9 UTOFF WLL SEE DETIL THIS SHT RETINING WLL SEE SHT 9 TW = B 9 LF~" RP B B B N:,9,9 E:,, N:,9,96 E:,, N:,9,99 E:,,69 N:,9,96 E:,,6 9 : TO BE ORED INTO EXISTING BOX ULVERT INV= USTOM STRUTURE (SEE SHT PD6) MINTENNE ESS PER ITY OF THORNTON RITERI SLE: " = URVE TBLE URVE # DELT RDIUS LENGTH HORD DIRETION HORD LENGTH ' ORIGINL GRPHI SLE YORK STREET E nd VE KEY MP POND DESRIPTION EURV VOLUME 6 -FT WEST ND VENUE DENVER, O P6 F69 THOMS JNS EN OLORDO REGISTERED IONL 9 69 LINE TBLE LINE # DIRETION LENGTH EURV WSEL -YR VOLUME -YR WSEL EMERGENY SPILLWY REST -YR PEK INFLOW -YR OUTFLOW 9 FT 6 -FT FT FT FS 6 FS JNSEN STRWN ONSULTING S, IN BENHMRK: DMS OUNTY POINT 9 ELEV 99 JOSEPHINE WY MIX SOIL ND RIPRP OMPLETELY (SEE NOTES) TOPSOIL LYER ND SEED S REQUIRED BY PLNS ND SPEIFITIONS TW = 9 ONRETE TRIKLE HNNEL L : 9 MIN ' ONRETE TO BE REINFORED WITH FIBERMESH MIN (TYP) FINISHED RIPRP 9 'X' TYPE M D=" LF~ RP 9 RETINING WLL SEE SHT 9 9 TW = L D D TW = 9 TRT H L -YR WSEL= POND TOE 9 EL: 99 N:,9, E:,,6 TW = 6 9 : 9 TW = 9 6 FORM OR UT ONTRTION JOINTS TO / DEPTH OF SLB T FT O - ONRETE TRIKLE HNNEL 6' "X " ONST KEY SUB TO BE OMPTED TO T LEST " PST EDGE OF TRIKLE HNNEL ON EH SIDE ' MX MIN SETION X-X UTOFF WLL PROFILE ROSS SETION " " " THIK LYER (" TO " FRTURED FE GRNITE) MIXED WITH LSS 6 RODBSE - ESS ROD " HORIZONTLLY ND VERTILLY 9 OMPTED SUB RETINING WLL SEE STRUTURL PLNS FOR FOUNDTION *D SLOP VRIES (SEE PLNS) PREPRE OMPTED SUB PER SPEIFITIONS OR PLE ON UNDISTURBED SUB (TYP) DETIL IS PPLIBLE TO SLOPED RES REFER TO THE SITE PLN FOR TUL LOTION ND LIMITS MIX UNIFORMLY 6 RIPRP BY VOLUME WITH OF PPROVED SOIL BY VOLUME PRIOR TO PLEMENT PLE STONE-SOIL MIX TO RESULT IN SEURELY INTERLOKED ROK T THE THIKNESS ND OMPT ND LEVEL TO ELIMINTE LL VOIDS ND ROKS PROJETING BOVE RIPRP TOP TYPE "M" DETIL INVERT=6 D-D PIPE OUTFLL INTO POND FG=6 WORK SHLL BE ONSTRUTED TO ITY OF THORNTON STNDRDS ND SPEIFITIONS THIS PPROVL IS FOR ONFORMNE WITH THESE STNDRDS ND SPEIFITIONS ND OTHER ITY REQUIREMENTS THE ND ONEPT REMINS THE RESPONSIBILITY OF THE IONL OR LNDSPE IONL LL UTILITY NOTIFITION ENTER OF OLORDO LL BUSINESS DYS IN DVNE BEFORE YOU DIG, OR EXVTE FOR THE UTILITIES ESTREEK // 6// // // // Description Revisions No POND PLN hecked : TJ Designed : TJ EMERGENY OVERFLOW WTER SURFE = -YER WSEL = OVERFLOWS OR TOPSOIL FLTTER MTH TO EXISTING ' TYPE M THIKNESS=' (XD ) (D =") TO EXTEND ' UPSTREM OF WLL ' (MIN) 6' B-B EMERGENY OVERFLOW WEIR TOP OF FOOTING SHLL BE T OR BELOW BOTTOM OF RIPRP ND BEDDING MTERIL ONRETE UTOFF WLL, SEE THIS SHEET FOR DETIL EMBNKMENT ELEV= EMBNKMENT ELEV= ONRETE UTOFF WLL ' ' REST LENGTH=6' ' ' x -YR OVERFLOW WSEL= REST ELEV= B-B EMERGENY OVERFLOW WEIR (D =") ' ' 6' LENGTH, SLOPE ND ELEVTIONS PER SPEIFI OVERFLOW WEIR UTOFF WLL DETILS ' (TYP) OVERFLOW WEIR UTOFF WLL DETIL (PROFILE VIEW) X REST ELEV= X ' ' STRUTURL TO BE DONE BY OTHERS : Job No: PD 6
6 STRUTURE TYPE D INLET SEE DOT TYPE D DETIL DOT MH STYLE STEPS PER STD PLN M-6- SEE DOT TYPE DETIL FOR LOSE MESH GRTES WHIH INLUDE SUPPORTS, SPING ND TTHMENTS EURV ONTROL PLTE, SEE DETILS HINGED ONNETIONS FES # VERTIL BR MIN OR PER ITY STNDRDS ND SPEIFITIONS SEE SHEET 6 FES TO MTH INTO POND SLOPE SEE SHEET 6 " RP WELL SREEN, SEE DETILS PROVIDE OPENING FOR SHOVEL SEE SHEET 6 EURV ONTROL PLTE, SEE DETIL 6" " 9" STINLESS STEEL SUPPORT BRS NO 9 STINLESS STEEL (US FILTER* OR EQUL) WIRES 9" DETIL B FLOW DIMENSIONS OF WITHIN THE MOUNTING FRME= INHES WIDE x 6 INHES HIGH 6x MERIN STNDRD STRUTURL STEEL HNNEL FORMED INTO ONRETE (TYP) " " EURV ORIFIE PLTE / PLN VIEW TO BE TTHED TO STEEL HNNEL BY INTERMITTENT WELDING LL ROUND WELL SREEN, SEE DETILS WEST ND VENUE DENVER, O P6 F69 THOMS IONL JNS EN OLORDO REGISTERED JNSEN STRWN ONSULTING S, IN PROP " OVERHNG FOR GRTE SUPPORT " " " RP ORDERING SPEIFITIONS -#9 VEE WIRE -9" OPENINGS BETWEEN WIRES -TE "X" SUPPORT RODS ON " SPING () -TOTL SREEN THIKNESS = " -" x " FLT BR RBON STEEL FRME 6x MERIN STNDRD STRUTURL STEEL HNNEL FORMED INTO ONRETE WELL SREEN ORIFIE PLTE BENHMRK: DMS OUNTY POINT 9 ELEV 99 ELEV=9 STRUTURE SHEMTI PLN VIEW MERIN STNDRD STRUTURL STEEL NGLE WELDED TO HNNEL (TYP) (SEE STRUTURL PLNS BY TL THOMPSON FOR SIZING) OVERFLOW INVERT ELEV= x YR OVERFLOW WSEL = TOP OF EMBNKMENT ELEV= MIN ' OF FREE BORD BOVE EMERG WSE WELL-SREEN FRME TTHED TO HNNEL BY INTERMITTENT WELDS LL ROUND -HNNEL DETIL ONTINUOUS NEOPRENE GSKET, LL ROUND SEE DETIL BELOW LL UTILITY NOTIFITION ENTER OF OLORDO LL BUSINESS DYS IN DVNE BEFORE YOU DIG, OR EXVTE FOR THE UTILITIES ELEV= MERIN STNDRD STRUTURL STEEL HNNEL FORMED INTO ONRETE (TYP) (SEE STRUTURL PLNS BY TL THOMPSON FOR SIZING) LIFTBLE LOSE MESH GRTE EXESS URBN RUNOFF SURFE=9 YER DETENTION SURFE= ELEVTION = 9 " TOP OF BOX ELEV=9 INV: SQ-IN DI " TOP OF PLTE 96 // 6// // // // hecked : TJ SURHRGE/TRIKLE HNNEL SEE DETIL SHEET6 ELEV=6 " RP SURHRGE WSEL=6 ELEV=6 ELEV=6 " MIRO POOL SURFE=6 WTER QULITY SURFE=6 " VERTIL WELL SREEN, SEE DETILS SEE DETIL EL=9 " WEIR WLL THIKNESS ED BY STRUTURL MIN EURV ONTROL PLTE, SEE DETILS PIPE INVERT= " RP /" THIK STINLESS OR GLVNIZED STEEL PLTE Ø " STINLESS STEEL NHOR BOLT W/ STINLESS STEEL SDDLE WSHERS SPED " O INV: 9 SQ-IN " DI INV: 6 9 SQ-IN " DI 6' EURV ONTROL PLTE DETIL EURV IS DRINED IN -HOURS 9' ' LOWEST HOLE= MIROPOOL WSEL= 6 " MOUNTING RE; PLTE BOLTED TO 6x STEEL HNNEL WTERTIGHT SEL SHLL BE PROVIDED SURROUNDING THE ENTIRE PLTE USING ONTINUOUS NEOPRENE GSKET PER UDFD OR PPROVED LTERNTIVE BOTTOM OF PLTE ESTREEK : Job No: Description Revisions No POND DETILS Designed : TJ STRUTURE SHEMTI PROFILE VIEW PD6 6
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Assembly Instructions
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