|
D
<br />I
<br />a
<br />42" DIA. STEEL PIPE
<br />AND SELLING BASIN
<br />GALE HYDRAUUC
<br />CYLIN., ASSEMBLY
<br />(SEE DETAIL 4, SHEET 6)
<br />#60 12'
<br />r E. F, d6
<br />i _BIN, 13573.68E - DAHLIAIM73.6BE - DAHLIA
<br />.31N, 14422.68E - COOLEY
<br />I
<br />I I
<br />I I
<br />I I
<br />I I
<br />NAIL
<br />GROUND
<br />SURFACE
<br />T.O. GATE
<br />FULL MEN
<br />(
<br />i
<br />I
<br />i
<br />i
<br />W l
<br />I 7
<br />I1 r l I
<br />'f "
<br />#6012
<br />_ 1 I
<br />n I I
<br />I I
<br />#5 HOOPS
<br />I I �
<br />E.W., TAB
<br />I
<br />I
<br />I
<br />- -F
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />PLAN VIEW OF HANGING BAFFLE
<br />STILLING BASIN
<br />0 1 2 4 8
<br />HYDRAULIC CYLINDER SCALE IN FEET
<br />EMBLY h GATE STEM
<br />2'
<br />T.O. SLAB A
<br />EL. 5052,4 - DAHLIA
<br />EL. 50514 - DAHLA
<br />INAL GROUND
<br />9 - SURFACE (BEYOND) Q WB.24
<br />a
<br />WELDED STEEL BAR
<br />1 #fi0 12'. E.W., E.F.
<br />EO.SPC..
<br />S FILLET J
<br />#6 EDGE BAR, 1HI_''HI
<br />E.F.
<br />L0. END $ILL
<br />EL. 5042.9 - DANIEL,
<br />EL. 5041.9 - COOLEY
<br />4 -#6 EOI TAB
<br />IN
<br />�_ 42" x 42' I L_'-'] - --
<br />CAST IRON �II'_�pI
<br />IP51 SLUICE GALE 4� 3 -#6 E0. SEC..
<br />DOWEL S -1_0% #8012' ThB
<br />q -#6 EQ. SEC. E.F. B6 'WORK PAI
<br />#6 DOWEL UNO6TURSEO 3 CLR. (NOTE 2)
<br />BEDROCK COVER
<br />#6
<br />LOCAL EXCAVATION' ' _x 1 13 -10"
<br />REQUIRED F
<br />CUTOFF WALL PLACE CONCRETE SECTION
<br />DIRECTLY AGAINST F•
<br />UNDISTURBED $
<br />BEDROCK
<br />0 1 2 4 6
<br />SCALE W FEET
<br />,-a'
<br />c.J.
<br />OJ.
<br />T.O, WING WALL
<br />HYDRAULIC CYLINDER
<br />EL. 504JA- DAHLIA
<br />HYDRAULIC CYUrvpEfl
<br />11562.31N, 13559.65E- DAHpp
<br />TO SLAB
<br />EL 5052 A- DAHLIA
<br />EL. 10114- COOLEY
<br />SSEMBLT (SEE DETAIL 4, SHEET
<br />6) T.O. SLAB NOT SHOWN FOR CLARITY
<br />50,124-OAHUA
<br />UNDISTURBED _ ECONNECT AND
<br />11551.0IN. 14435.52E - COOLEY
<br />5' -3'
<br />111
<br />I
<br />PLAT
<br />EMBEDDED ST PLATE
<br />BEDROCK STIWNG BASIN
<br />V -2•
<br />#4 DIAGONALS 045' (TYPJ
<br />AND ANCHOR R SLAPS J (NOTE 5)
<br />CAST IRON
<br />L
<br />-J
<br />B
<br />9
<br />5-12-1112' PLATE
<br />DRAIN PIPE
<br />dRWCH ENO SLL
<br />1
<br />MON
<br />\ 3NCE GATE
<br />I
<br />_
<br />CENTERED ON
<br />IN TERSEC MX24
<br />TION
<br />•
<br />YP.)
<br />I
<br />DOWELS
<br />PANEL CORNERS 4 6" DIA. PVC
<br />6. -].
<br />-
<br />u
<br />#60 12' m
<br />E.W., E.Fl<
<br />CJ, #6W2" DRAIN PIPE
<br />#6
<br />$ 010, E.F.
<br />/ 42' DIA.
<br />_WINGWALL
<br />FOOTNG
<br />(TYP. OF 2)
<br />6NEEi
<br />OPENING FOR
<br />®
<br />SHOWN FOR CLARITY
<br />T
<br />FOR CLARITY
<br />TYPE 'E" GATE
<br />B" DIA. HOPE
<br />1 2 A
<br />6"
<br />DIA. HOPE
<br />AND
<br />I
<br />A
<br />' THIMBLE (NOTE 4
<br />46012'
<br />N
<br />INVERT
<br />EL 50410
<br />Q 42" DIA. PIPE
<br />12', E.W., E.F.
<br />NOT SHOW
<br />NOT SHOWN
<br />WORK PAD M6
<br />AT
<br />E.F.
<br />GJ.
<br />\II�IIIIhl1e1e11
<br />PI111
<br />SECTION
<br />I" DIA. Salo
<br />-
<br />ONLY
<br />Gy
<br />'O��
<br />C.J.I
<br />C.J.
<br />I
<br />ENGLEwoOD . COLORADO
<br />,WHO 12^, T&B
<br />HANGING BAFFLE STILLING BASIN
<br />L
<br />06'0.
<br />T88
<br />ds DpwEls o
<br />W.)
<br />I
<br />_
<br />�
<br />0 , 2 a
<br />6
<br />w
<br />I -3" 3-
<br />NO
<br />Y_0•
<br />SCALE IN FEET
<br />CL C6.10.5
<br />S
<br />.
<br />DRnMH CHECKED
<br />PIPE
<br />(FI PROE
<br />4
<br />S yD.
<br />fLH. /O K.R. CAT
<br />R.JH
<br />ECTION
<br />DDtI
<br />INIIIIINnpNIIININIINIIINiII�INIIIN
<br />3 CLR.
<br />960
<br />12"
<br />TAB
<br />COVER
<br />F.D. END SILL
<br />EL 5042.9 - DAHLIA
<br />EL 5041.9 - GOBLET 1 2 " -6"
<br />I' -0"
<br />42" DIA. STEEL PIPE
<br />AND SELLING BASIN
<br />GALE HYDRAUUC
<br />CYLIN., ASSEMBLY
<br />(SEE DETAIL 4, SHEET 6)
<br />#60 12'
<br />r E. F, d6
<br />i _BIN, 13573.68E - DAHLIAIM73.6BE - DAHLIA
<br />.31N, 14422.68E - COOLEY
<br />I
<br />I I
<br />I I
<br />I I
<br />I I
<br />NAIL
<br />GROUND
<br />SURFACE
<br />T.O. GATE
<br />FULL MEN
<br />(
<br />i
<br />I
<br />i
<br />i
<br />W l
<br />I 7
<br />I1 r l I
<br />'f "
<br />#6012
<br />_ 1 I
<br />n I I
<br />I I
<br />#5 HOOPS
<br />I I �
<br />E.W., TAB
<br />I
<br />I
<br />I
<br />- -F
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />PLAN VIEW OF HANGING BAFFLE
<br />STILLING BASIN
<br />0 1 2 4 8
<br />HYDRAULIC CYLINDER SCALE IN FEET
<br />EMBLY h GATE STEM
<br />2'
<br />T.O. SLAB A
<br />EL. 5052,4 - DAHLIA
<br />EL. 50514 - DAHLA
<br />INAL GROUND
<br />9 - SURFACE (BEYOND) Q WB.24
<br />a
<br />WELDED STEEL BAR
<br />1 #fi0 12'. E.W., E.F.
<br />EO.SPC..
<br />S FILLET J
<br />#6 EDGE BAR, 1HI_''HI
<br />E.F.
<br />L0. END $ILL
<br />EL. 5042.9 - DANIEL,
<br />EL. 5041.9 - COOLEY
<br />4 -#6 EOI TAB
<br />IN
<br />�_ 42" x 42' I L_'-'] - --
<br />CAST IRON �II'_�pI
<br />IP51 SLUICE GALE 4� 3 -#6 E0. SEC..
<br />DOWEL S -1_0% #8012' ThB
<br />q -#6 EQ. SEC. E.F. B6 'WORK PAI
<br />#6 DOWEL UNO6TURSEO 3 CLR. (NOTE 2)
<br />BEDROCK COVER
<br />#6
<br />LOCAL EXCAVATION' ' _x 1 13 -10"
<br />REQUIRED F
<br />CUTOFF WALL PLACE CONCRETE SECTION
<br />DIRECTLY AGAINST F•
<br />UNDISTURBED $
<br />BEDROCK
<br />0 1 2 4 6
<br />SCALE W FEET
<br />,-a'
<br />c.J.
<br />OJ.
<br />Q 42 ', %PE
<br />T.O, WING WALL
<br />HYDRAULIC CYLINDER
<br />EL. 504JA- DAHLIA
<br />HYDRAULIC CYUrvpEfl
<br />SSEM&Y AND GATE STEM
<br />TO SLAB
<br />EL 5052 A- DAHLIA
<br />EL. 10114- COOLEY
<br />SSEMBLT (SEE DETAIL 4, SHEET
<br />6) T.O. SLAB NOT SHOWN FOR CLARITY
<br />50,124-OAHUA
<br />UNDISTURBED _ ECONNECT AND
<br />5' -3'
<br />SO51 4- COOIEY
<br />To. nuAL
<br />GROUND SI1RFpCE (TYP)
<br />EL VARIES
<br />1' -G" ELV.ACKALL
<br />Y6a2".
<br />The
<br />BEDROCK STIWNG BASIN
<br />V -2•
<br />#4 DIAGONALS 045' (TYPJ
<br />]
<br />CAST IRON
<br />L
<br />-J
<br />B
<br />Y6
<br />DRAIN PIPE
<br />dRWCH ENO SLL
<br />1
<br />MON
<br />\ 3NCE GATE
<br />I
<br />_
<br />� WELDEC STEEL BAR
<br />•
<br />YP.)
<br />I
<br />DOWELS
<br />GRATING (NOTE 3) COMMON
<br />6. -].
<br />Q 42 ', %PE
<br />T.O, WING WALL
<br />AND SY SN FINAL
<br />EL. 504JA- DAHLIA
<br />I GROUND SURFACE
<br />L 3x245.U� I
<br />TO SLAB
<br />EL 5052 A- DAHLIA
<br />EL. 10114- COOLEY
<br />-
<br />!•1
<br />WORK PAD/IIBNY,ihB
<br />(NOTE 2)
<br />UNDISTURBED _ ECONNECT AND
<br />CBx1D5
<br />� I
<br />`
<br />BEDROCK STIWNG BASIN
<br />V -2•
<br />#4 DIAGONALS 045' (TYPJ
<br />]
<br />CAST IRON
<br />L
<br />-J
<br />1
<br />INOT SHOWN FOR CLARITY
<br />DRAIN PIPE
<br />dRWCH ENO SLL
<br />\ 3NCE GATE
<br />I
<br />_
<br />� WELDEC STEEL BAR
<br />•
<br />24' (1YP.
<br />I
<br />DOWELS
<br />GRATING (NOTE 3) COMMON
<br />-
<br />u
<br />#60 12' m
<br />E.W., E.Fl<
<br />I
<br />#6
<br />$ 010, E.F.
<br />/ 42' DIA.
<br />_WINGWALL
<br />FOOTNG
<br />/Q W6.24 (NOT SHOWN)
<br />114_
<br />6NEEi
<br />OPENING FOR
<br />®
<br />SHOWN FOR CLARITY
<br />J/I
<br />FOR CLARITY
<br />TYPE 'E" GATE
<br />B" DIA. HOPE
<br />1 2 A
<br />6"
<br />DIA. HOPE
<br />AND
<br />I
<br />A
<br />' THIMBLE (NOTE 4
<br />N
<br />INVERT
<br />EL 50410
<br />Q 42" DIA. PIPE
<br />12', E.W., E.F.
<br />NOT SHOW
<br />NOT SHOWN
<br />WORK PAD M6
<br />AT
<br />STA. 9181.6
<br />GJ.
<br />\II�IIIIhl1e1e11
<br />PI111
<br />SECTION
<br />I" DIA. Salo
<br />(NOTE 2)
<br />ONLY
<br />Gy
<br />'O��
<br />C.J.I
<br />C.J.
<br />ENGLEwoOD . COLORADO
<br />,WHO 12^, T&B
<br />HANGING BAFFLE STILLING BASIN
<br />L
<br />06'0.
<br />ds DpwEls o
<br />W.)
<br />AND STRUCTURAL DETAILS
<br />_
<br />�
<br />0 , 2 a
<br />6
<br />I -3" 3-
<br />NO
<br />Q 42 ', %PE
<br />T.O, WING WALL
<br />AND SY SN FINAL
<br />EL. 504JA- DAHLIA
<br />I GROUND SURFACE
<br />EL. 5016.4- COOLEY
<br />TO SLAB
<br />EL 5052 A- DAHLIA
<br />EL. 10114- COOLEY
<br />-
<br />!•1
<br />WORK PAD/IIBNY,ihB
<br />(NOTE 2)
<br />UNDISTURBED _ ECONNECT AND
<br />#6 DOWELS S
<br />MY E F
<br />� I
<br />BEDROCK STIWNG BASIN
<br />V -2•
<br />GRATING SUPPORT PLATE
<br />]
<br />NISLFLAxE0U5 DETaI$
<br />L
<br />-J
<br />1
<br />INOT SHOWN FOR CLARITY
<br />DRAIN PIPE
<br />dRWCH ENO SLL
<br />_
<br />� WELDEC STEEL BAR
<br />SECTION
<br />I
<br />DOWELS
<br />GRATING (NOTE 3) COMMON
<br />-
<br />u
<br />f 1�I
<br />BAC ILL
<br />#6
<br />$ 010, E.F.
<br />FOOTING (BELOW) NOT
<br />_WINGWALL
<br />FOOTNG
<br />/Q W6.24 (NOT SHOWN)
<br />114_
<br />6NEEi
<br />p
<br />®
<br />SHOWN FOR CLARITY
<br />J/I
<br />FOR CLARITY
<br />0 1 2 4 6
<br />B" DIA. HOPE
<br />1 2 A
<br />T0. r q6
<br />#6012', E.F.
<br />AND
<br />SCALE IN FEET
<br />TOIL MI
<br />i.0. MNGwALL
<br />SCALE IN FEET
<br />N
<br />'l�11�1�11!
<br />Q 42" DIA. PIPE
<br />12', E.W., E.F.
<br />NOT SHOW
<br />NOT SHOWN
<br />WORK PAD M6
<br />AND ST I �90
<br />SIN LING BASIN
<br />GJ.
<br />\II�IIIIhl1e1e11
<br />PI111
<br />SECTION
<br />I" DIA. Salo
<br />(NOTE 2)
<br />'O��
<br />NTERCMMCT IN EHMR
<br />ROUND BAR
<br />ENGLEwoOD . COLORADO
<br />,WHO 12^, T&B
<br />HANGING BAFFLE STILLING BASIN
<br />6F7 6-3
<br />06'0.
<br />AND STRUCTURAL DETAILS
<br />0 , 2 a
<br />6
<br />NO
<br />Y_0•
<br />SCALE IN FEET
<br />S
<br />.
<br />DRnMH CHECKED
<br />4P%ROVE11
<br />(FI PROE
<br />-
<br />S yD.
<br />fLH. /O K.R. CAT
<br />R.JH
<br />DDtI
<br />INIIIIINnpNIIININIINIIINiII�INIIIN
<br />3 CLR.
<br />960
<br />12"
<br />TAB
<br />COVER
<br />F.D. END SILL
<br />EL 5042.9 - DAHLIA
<br />EL 5041.9 - GOBLET 1 2 " -6"
<br />I' -0"
<br />2'-6"
<br />m SECTION
<br />5
<br />3
<br />E0. SP C. . 0 1
<br />0 E.F.
<br />z a 8
<br />SCALE M FEET
<br />B SETS OF 2, 1 12" DIA,
<br />EMBEDDED NELSON ANCHOR
<br />STUDS, WELDED TO EMBEDDED
<br />PLATE, AT V_6 ". O.C. (NOTE
<br />I /2" THICK
<br />EMBEDDED I
<br />PLATE (NOT 5)
<br />WELDED STEEL BAR_
<br />GRATING (NOTE 3)
<br />C -D" #6 EDGE BAR
<br />(TYE.)
<br />I�T.O. WALL
<br />EL. 50424- DAHLIA
<br />1EL 5046.4- COOI£Y
<br />LL
<br />#6 DOWEL 0
<br />J
<br />' fi' 010. Eva
<br />LMAIN PIPE (BEYOND)
<br />GJ
<br />W TS' THICK LAYER
<br />.�/1 OF RIPRAP (MIN.)
<br />y�J SEE SHEETS ]
<br />-
<br />'momt
<br />HYDRAULIC CY=1NMR 1W
<br />ASSEMBLY (SEE DETAIL 4,
<br />SHEET 6)
<br />L3rCLR. LOVER
<br />1�
<br />WORK PAD /6
<br />N (NOTE 2)
<br />EO. SP
<br />E.F. \�--I 1{
<br />-
<br />!•1
<br />WORK PAD/IIBNY,ihB
<br />(NOTE 2)
<br />UNDISTURBED _ ECONNECT AND
<br />#6 DOWELS S
<br />MY E F
<br />� I
<br />BEDROCK STIWNG BASIN
<br />@ 6' DIA. VC
<br />]
<br />NISLFLAxE0U5 DETaI$
<br />L
<br />-J
<br />1
<br />SECTION
<br />DRAIN PIPE
<br />dRWCH ENO SLL
<br />_
<br />SECTION
<br />I
<br />DOWELS
<br />PIPE AUIQ GAIE, AHD CAIE VNILT DETAILS
<br />-
<br />]/W
<br />f 1�I
<br />iqi
<br />#6
<br />$ 010, E.F.
<br />FOOTING (BELOW) NOT
<br />_WINGWALL
<br />FOOTNG
<br />$
<br />6NEEi
<br />p
<br />SHOWN FOR CLARITY
<br />NOT SHOWN
<br />FOR CLARITY
<br />0 1 2 4 6
<br />CHK +PPP.
<br />1 2 A
<br />6 E6
<br />#6012', E.F.
<br />SCALE IN FEET
<br />SCALE IN FEET
<br />#6 DOWELS
<br />'l�11�1�11!
<br />Q 42" DIA. PIPE
<br />12', E.W., E.F.
<br />■II11�11�!
<br />lNII
<br />AND ST I �90
<br />SIN LING BASIN
<br />\II�IIIIhl1e1e11
<br />PI111
<br />B SETS OF 2, 1 12" DIA,
<br />EMBEDDED NELSON ANCHOR
<br />STUDS, WELDED TO EMBEDDED
<br />PLATE, AT V_6 ". O.C. (NOTE
<br />I /2" THICK
<br />EMBEDDED I
<br />PLATE (NOT 5)
<br />WELDED STEEL BAR_
<br />GRATING (NOTE 3)
<br />C -D" #6 EDGE BAR
<br />(TYE.)
<br />I�T.O. WALL
<br />EL. 50424- DAHLIA
<br />1EL 5046.4- COOI£Y
<br />LL
<br />#6 DOWEL 0
<br />J
<br />' fi' 010. Eva
<br />LMAIN PIPE (BEYOND)
<br />GJ
<br />W TS' THICK LAYER
<br />.�/1 OF RIPRAP (MIN.)
<br />y�J SEE SHEETS ]
<br />-
<br />'momt
<br />HYDRAULIC CY=1NMR 1W
<br />ASSEMBLY (SEE DETAIL 4,
<br />SHEET 6)
<br />1�
<br />� I
<br />]
<br />NISLFLAxE0U5 DETaI$
<br />6
<br />PIPE AUIQ GAIE, AHD CAIE VNILT DETAILS
<br />-
<br />]/W
<br />f 1�I
<br />iqi
<br />CAT( xiH I.
<br />2 -fi'
<br />E0. SPC., E.F.
<br />UNDISTURBED BEDROCK
<br />6NEEi
<br />TIRE
<br />ND.
<br />DATE
<br />BY
<br />CHK +PPP.
<br />'l�11�1�11!
<br />��11�1
<br />■II11�11�!
<br />lNII
<br />\II�IIIIhl1e1e11
<br />PI111
<br />SECTION
<br />N
<br />'O��
<br />NTERCMMCT IN EHMR
<br />$
<br />ENGLEwoOD . COLORADO
<br />,WHO 12^, T&B
<br />HANGING BAFFLE STILLING BASIN
<br />6F7 6-3
<br />INSULATING
<br />HOOPS
<br />4' FILLET
<br />Pt 5' DIA. PVC
<br />PIPE (TYP, OF
<br />SLAB TYPE "E' GATE
<br />L. 5052.4- DAHLIA THIMBLE (NOTE
<br />iL 51)51.hC00.EY
<br />CONTINUOUS 1/2" Ft 42" DIA. STEEL PIPE
<br />THICK CRATING AND STILLING BASIN � (-
<br />SUPPORT PLATE 5 -t t O" -_g^ 0
<br />SECTION F D 1 2 6
<br />W8x24 CRATING SUPPORT NOTES, 5 SCALE IN FEET
<br />.1/2" THICK GRATING 1. HANGING BAFFLE STILUNG BASIN IS SYMMETRIC ABOUT PIPELINE CENTERUNE UNLESS OTHERYASE INOICATED.
<br />SEPARATIN BAR (TYP,) THE BASIN STRUCTURAL DETAILS ARE THE SAME AT BOTH THE DAHLIA AND COOLEY ENDS OF THE PIPE WITH THE
<br />T.O. FINISHED GROUND EXCEPTION OF A 1 FOOT INVERT ELEVATION DIFFERENCE.
<br />SURFACE (TYE.) - EL.
<br />VARIES 2. STILLING BASIN SLAB /WORK PAD IS TO BE SUPPORTED BY BEDROCK. PLACE 34 THICK LOW - STRENGTH CONCRETE
<br />_'-� WORK PAD AS INDICATED ON FIRM UNDSTURBED BEDROCK. PAD IS TO BE PLACED IMMEDIAiLY AFTER BEDROCK IS
<br />EXPOSED.
<br />3, WELOED STEEL BAR CRATING SHALL CONSIST OF B REMOVABLE PANELS EACH WITH FINISHED DIMENSIONS OF
<br />4' -It "(SPAN) BY 2' -7 1 /16'(WDTH), ALL WELDED STEEL BAR GRATING SHALL BE CONSTRUCTED OF 2'x3 /16'
<br />BEARING BARS SPACED AT A MAXIMUM OF 1 3116' O.C. WITH CROSS BARS SPACED AT A MAXIMUM OF a' O.C.
<br />ALL CRATING PANELS SHALL BE BANDED AND HOT- DIPPED CALVANII STEEL CONTRACTOR SHALL SUBMIT, FOR
<br />ENGINEERING APPROVAL, A SUITABLE METOO OF ANCHORING AND FASTENING THE PANELS TO THE STRUCTURAL
<br />COMMON STEEL SUPPORT MEMBERS PER THE MANUFACTURER'S RECOMMENDATIONS.
<br />(FTTL) L 4. DATE THIMBLE SHALL BE CAST IRON TYPE 'E' THIMBLE WITH UPSTREAM END FLANGED TO MATCH STEEL PIPE
<br />O FLANGE. THIMBLE LENGTH SHALL BE 12 INCHES.
<br />S 5 ALL ITEMS EMBEDDED IN CONCRETE, EXCEPT GATE T IMBEL, SHALL BE STANESS STEEL INCLUDING, EXPANSION
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<br />6. BOLT 42' DIA. RING FLANGE (AW A 0207, CLASS B) TO WALL THIMBLE. JOINT SHALL INCLUDE INSULATING
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