|
1/2'
<br />1/8 " x 4S' CHAMFER FIELD MOLDED
<br />(TYP) (POURED) SEALANT
<br />3/4 n a
<br />MIN. ° p • D ° = W
<br />� w
<br />BACK-UP MATERIAL �p X ��O
<br />X D a ° JU
<br />NON - EXTRUDING -�° X ° i;1 44
<br />PPFMOIDFD FILLFP p° p X o
<br />ISOLATION /EXPANSION JOINT
<br />fOrJ 7T?ACTION JOINTS
<br />CONC. PAVEMENT
<br />SEALED, GROOVE
<br />(SEE SAIWED GROOVE
<br />& SEAL DETAIL)
<br />n q q q
<br />o n q q
<br />CONTRACTION JOINT
<br />1/4 "
<br />4: CHAM. FER
<br />\ c
<br />MOLDED (� ) p0 RED)SSEAALANT
<br />3/4
<br />MIN D- SLAB
<br />3/8 "0 BACK -UP MATERIAL -
<br />+ THICKNESS
<br />JOINT LAYOUT PLAN
<br />NOTE:
<br />1. JOINT LAYOUT PLAN REPRESENTS THE MAXIMUM JOINT SEPARATION.
<br />CONTRACTOR SHALL SUBMIT FINAL JOINT LAYOUT PLAN TO LAFARGE FOR
<br />APPROVAL PRIOR TO CONSTRUCTION.
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<br />FILE
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<br />L► B
<br />DROP STRUCTURE PLAN
<br />0
<br />1/8 (MIN_)
<br />SAWED GROOVE & SEAL DIETAIL
<br />TYPICAL CONCRETE CHANNEL JOINTS
<br />N.T.S.
<br />6' TAP[ R
<br />Q 6.
<br />20'
<br />Sir
<br />NO TF
<br />':f Al ED CONTRACTION JOINT
<br />RF QIJIPED EVERY 10 LINEAR FEET.
<br />SCALED ISOLATION /EXPANSION JOINT
<br />PI gryRFD EVERY 100 FEET.
<br />GOING. PAVEMENT SEAL AT
<br />CONSTRUCTION JOINTS
<br />N
<br />n
<br />n D D
<br />n
<br />Ca °
<br />n q D q
<br />0/8 "0 x 18' LONG PLAIN 9' FORMED BUTT JOINT
<br />PAINTED CONTRACTION JOINT
<br />DOWELS ® 12" O.C.
<br />STANDARD CONSTRUCTION JOINT
<br />NOTE:
<br />1 CONSTRUCTION JOINTS SHALL BE USED WHEN OPERATIONS
<br />ARE SUSPENDED FOR 30 MINUTES OR LONGER. JOINTS
<br />SHALL ALIGN WITH CONTRACTION JOINT LAYOUT.
<br />1/4
<br />1/8 ' x 45' CHAMFER FIELD MOLDED
<br />(TYP.) (POURED) SEALANT
<br />3/4 n n
<br />p D ° D a
<br />p ° \
<br />° D f D= SLAB
<br />3/B '0 BACK - -UP MATERIAL D D D a + THICKNESS
<br />D , o
<br />o D D
<br />° FORMED BUTT JOINT
<br />STANDARD CONSTRUCTION
<br />JOINT ONLY
<br />SEAL AT CONSTRUCTION JOINTS
<br />TOP OF BANK
<br />15
<br />�
<br />s`y` {"
<br />5' THICK CONCRETE
<br />LINED CHANNEL. SEE
<br />NOTE #17
<br />6' THICK BED OF 3/4"
<br />CRUSHED ROCK, TC CONFORM
<br />TO (CDOT FILTER MATERIAL CLASS A.
<br />SFF 703.09, PER UO & FCD)
<br />COMPACT SUBGRADE AND GRAVEL
<br />TO 95% OF MAXIMUM DENSITYPER
<br />ASTM 0-698. SEE NOTE #12.
<br />STANDARD CHANNEL X— SECTION
<br />, I
<br />N4 REBARS
<br />6" I 04 REBARS
<br />AT 8' O.C.
<br />3.9't
<br />(f4 REBARS
<br />AT 8" 0. C.
<br />2" CL
<br />SECTION A —A
<br />N 15.
<br />?f�Ip
<br />I
<br />1.5
<br />1F7
<br />6.0'
<br />TAPER TOP
<br />OF BANK
<br />9_t
<br />i,
<br />3' WIDE AND DEEP NOTCH
<br />IN SIDES AND BOTTOM FOR
<br />2' x 6' TRFATCD STOP LOGS.
<br />WALL 4' LONG INTO FULL HEIGHT OF STRUCTURE.
<br />BANK. 8- THICK
<br />SEE NOTE 4'3.
<br />2'
<br />FOOTING UNDER I 1 SEE NOTES FOR REBAR AND
<br />WING WALL WALL REQUIREMENTS.
<br />TOP OF
<br />BANK—
<br />BOTTOM
<br />OF CAtTAL �tl
<br />-
<br />10,
<br />1D'
<br />WARP CONCRETE TO TRANSITION
<br />,Y(
<br />fOrJ 7T?ACTION JOINTS
<br />CONC. PAVEMENT
<br />SEALED, GROOVE
<br />(SEE SAIWED GROOVE
<br />& SEAL DETAIL)
<br />n q q q
<br />o n q q
<br />CONTRACTION JOINT
<br />1/4 "
<br />4: CHAM. FER
<br />\ c
<br />MOLDED (� ) p0 RED)SSEAALANT
<br />3/4
<br />MIN D- SLAB
<br />3/8 "0 BACK -UP MATERIAL -
<br />+ THICKNESS
<br />JOINT LAYOUT PLAN
<br />NOTE:
<br />1. JOINT LAYOUT PLAN REPRESENTS THE MAXIMUM JOINT SEPARATION.
<br />CONTRACTOR SHALL SUBMIT FINAL JOINT LAYOUT PLAN TO LAFARGE FOR
<br />APPROVAL PRIOR TO CONSTRUCTION.
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<br />PLA
<br />FILE
<br />CC
<br />LIF
<br />CF
<br />L► B
<br />DROP STRUCTURE PLAN
<br />0
<br />1/8 (MIN_)
<br />SAWED GROOVE & SEAL DIETAIL
<br />TYPICAL CONCRETE CHANNEL JOINTS
<br />N.T.S.
<br />6' TAP[ R
<br />Q 6.
<br />20'
<br />Sir
<br />NO TF
<br />':f Al ED CONTRACTION JOINT
<br />RF QIJIPED EVERY 10 LINEAR FEET.
<br />SCALED ISOLATION /EXPANSION JOINT
<br />PI gryRFD EVERY 100 FEET.
<br />GOING. PAVEMENT SEAL AT
<br />CONSTRUCTION JOINTS
<br />N
<br />n
<br />n D D
<br />n
<br />Ca °
<br />n q D q
<br />0/8 "0 x 18' LONG PLAIN 9' FORMED BUTT JOINT
<br />PAINTED CONTRACTION JOINT
<br />DOWELS ® 12" O.C.
<br />STANDARD CONSTRUCTION JOINT
<br />NOTE:
<br />1 CONSTRUCTION JOINTS SHALL BE USED WHEN OPERATIONS
<br />ARE SUSPENDED FOR 30 MINUTES OR LONGER. JOINTS
<br />SHALL ALIGN WITH CONTRACTION JOINT LAYOUT.
<br />1/4
<br />1/8 ' x 45' CHAMFER FIELD MOLDED
<br />(TYP.) (POURED) SEALANT
<br />3/4 n n
<br />p D ° D a
<br />p ° \
<br />° D f D= SLAB
<br />3/B '0 BACK - -UP MATERIAL D D D a + THICKNESS
<br />D , o
<br />o D D
<br />° FORMED BUTT JOINT
<br />STANDARD CONSTRUCTION
<br />JOINT ONLY
<br />SEAL AT CONSTRUCTION JOINTS
<br />TOP OF BANK
<br />15
<br />�
<br />s`y` {"
<br />5' THICK CONCRETE
<br />LINED CHANNEL. SEE
<br />NOTE #17
<br />6' THICK BED OF 3/4"
<br />CRUSHED ROCK, TC CONFORM
<br />TO (CDOT FILTER MATERIAL CLASS A.
<br />SFF 703.09, PER UO & FCD)
<br />COMPACT SUBGRADE AND GRAVEL
<br />TO 95% OF MAXIMUM DENSITYPER
<br />ASTM 0-698. SEE NOTE #12.
<br />STANDARD CHANNEL X— SECTION
<br />, I
<br />N4 REBARS
<br />6" I 04 REBARS
<br />AT 8' O.C.
<br />3.9't
<br />(f4 REBARS
<br />AT 8" 0. C.
<br />2" CL
<br />SECTION A —A
<br />N 15.
<br />?f�Ip
<br />I
<br />1.5
<br />1F7
<br />6.0'
<br />TAPER TOP
<br />OF BANK
<br />9_t
<br />i,
<br />3' WIDE AND DEEP NOTCH
<br />IN SIDES AND BOTTOM FOR
<br />2' x 6' TRFATCD STOP LOGS.
<br />WALL 4' LONG INTO FULL HEIGHT OF STRUCTURE.
<br />BANK. 8- THICK
<br />SEE NOTE 4'3.
<br />2'
<br />FOOTING UNDER I 1 SEE NOTES FOR REBAR AND
<br />WING WALL WALL REQUIREMENTS.
<br />TOP OF
<br />BANK—
<br />BOTTOM
<br />OF CAtTAL �tl
<br />RIP RAP 10 FEET DOWNSTREAM OF CANAL BOTTOM 3 FT
<br />STRUCTURE TO TRANSITION FROM
<br />CONCRETE TO EARTH BANK. 4871.88 FOOFE.R
<br />GROUTED TYPE "L' (9 -INCH) (UD
<br />& FCD GRADATION) 18" THICK ON
<br />6" THICK LAYER OF 3/4"
<br />CRUSHED ROCK
<br />6" THICK BED OF 3/4'
<br />CRUSHED ROCK, TO CONFORM
<br />TO (COOT FILTER MATERIAL CLASS A,
<br />SEE 703.09, PER UD & FCD)
<br />COMPACT SUBGRADE AND GRAVEL
<br />TO 95% OF MAXIMUM DENSITY PER
<br />ASTM D -698. SEE NOTE #12.
<br />SECTION B -B
<br />SEE __...._ 14141
<br />SECTION A —A
<br />161 LVAM :1601 1C \ 1\ " 0j V
<br />SEE DETAIL 434
<br />UNDERDRAIN DETAIL
<br />N T S 4 4
<br />60' EASEMENT
<br />PROPOSED
<br />CONCRETE
<br />CHANNEL
<br />2% SLOPE
<br />60i LF RIGID 4" NON - PERFORATED'
<br />PVC PIPE ASTM D2729 FROM UNDERDRAIN.
<br />MIN. SLOPE 2%
<br />CHANNEL UNDERDRAIN SECTION
<br />rJ 1 5- W
<br />EXISTING
<br />GPADI.
<br />NOTES
<br />1. DURING CONSTRUCTION OF THE CONCRETE CHANNEL, 'THE CONTRACTOR SHALL:
<br />A. INSTALL CHANNEL UNDERDRAIN FROM CONCRETE CHANNEL TO 20' BEYOND
<br />60' EASEMENT LINE AS SHOWNB. CAP THE END OF 4" PVC PIPE.
<br />C. PROVIDE 4" x 4' x 8' LONG MARKER POST. PAINJTED GREEN. & CLEARLY
<br />MARKED "UNDERDRAIN FROM CHANNEL' BURIED �4' DEEP.
<br />D. BACKFILL ENTIRE LENGTH OF PIPE, INCLUDING CAIPPED END.
<br />2. ONCE MINING OPERATIONS COMMENCE, LAFARGE SHALtL A. EXCAVATE END OF 4' PVC PIPE.
<br />B. REMOVE CAP AND PROVIDE POSITIVE DRAINAGE IN1TO THE MINED PIT C. IF PIPE LENGTH DOES NOT EXTEND INTO THE PIT ',SIDE SLOPE. LAFARGE
<br />SHALL EXTEND PIPE AT 2% SLOPE IN ORDER TO DAYLIGHT PIPE AND
<br />PROVIDE POSITIVE DRAINAGE INTO PIT.
<br />D. IF PIPE LENGTH EXTENDS TOO FAR INTO THE PIT SIDE SLOPE, LAFARGE
<br />SHALL CUT OFF EXCESSIVE LENGTH OF PIPE AS R!EOUIRED.
<br />CONCRETE
<br />LINING
<br />CULVERT COt*ECMN r= N I
<br />MPICID 4' NON rr ur nI: e it rl
<br />Pv(' "0" I'vr1Y uJ. I'•I'I. A I
<br />3/4" WASHC DRAINAGE FABRIC
<br />11' n`,n I I niUNDERDRAIN DETAIL
<br />20'
<br />PROPOSED MINED GRADE r 4" CAP
<br />4 4 MAUI I rIufY, T
<br />Permit #: 1cC'3 C i/ Confidental?: /V Class: L- Type -Seq.:
<br />To: �) C Doc. NameDoc. Date (if no date stamp): -/ Specialist
<br />CIVIL DETAILS
<br />SMITH AND EMMONS IRRIGATION,
<br />DITCH RELOCATION
<br />DUCKWORT'_ I PIT
<br />WELD COUNTY, COLORADO
<br />SCOTT, COX &- ASSOCIATFc; INC.
<br />crl (jla nr. • .�. ,.. "I i
<br />Designed. by DPA Dnlc I .,,,I. u,
<br />JAS - ' /S /(14 A`, H )fl I1�Pn.1° q
<br />Down by
<br />PevivlC" 1I Ili :r_•il,l:,,n I � ,
<br />— Checked by WHY
<br />-
<br />8'
<br />FACE WIDTH
<br />WARP CONCRETE TO TRANSITION
<br />,Y(
<br />FROM CONCRETE
<br />CHANNFL 10
<br />DIVERSION STRUCTURE
<br />FLOW
<br />Ate_'
<br />I
<br />I
<br />1 •_j x
<br />A _ �t)
<br />A
<br />6— 1
<br />6.
<br />12" THICK WALL
<br />T
<br />�� TOP
<br />OF FOOTER
<br />NOTES
<br />12" THICK FOOTING EXTENDED
<br />A /
<br />SHALL
<br />BE 3 FT.
<br />1)
<br />EXTEND TOP OF WALL 3" ABOVE BANK.
<br />MINIMUM OF 6" BEYOND WALL
<br />NELOW CANAL BOTTOM
<br />FOOTPRINT.
<br />2)
<br />ALL WALLS AND BOTTOM SHALL. HAVE
<br />N4 REBAR CENTFRFD AT 17" SPACING
<br />B'
<br />8'
<br />BOTH WAYS.
<br />PLAN TRANSITION
<br />3)
<br />SIDES AND BOTTOM OF DITCH
<br />TRANSITION SHALL RE 8- THICK WITH
<br />STEEL REINFORCEMENT AS NOTED IN 1y2.
<br />4)
<br />PLACE A MINIMUM OF 6" OF
<br />3"
<br />WIDE AND DEEP NOTCH
<br />GRANULAR BEDDING UNDER
<br />FOOTING.
<br />IN
<br />SIDES AND BOTTOM FOR
<br />8' 8
<br />2'
<br />x 6- TREATED STOP LOGS.
<br />FULL
<br />HEIGHT OF STRUCTURE.
<br />5)
<br />OVERLAP RE -BAR FROM WALLS
<br />INTO FOOTING BY BENDING BARS.
<br />A MINIMUM OF 18" OF EXTENSION
<br />TOP OF
<br />INTO WALL AND FOOTING.
<br />_
<br />BANK -
<br />_ _ _
<br />RIPRAP
<br />PROTECTION
<br />6)
<br />PLACE FOOTING A MINIMUM OF 3'
<br />FLOW
<br />BELOW CANAL BOTTOM,
<br />BOTTOM _ '
<br />— V
<br />7)
<br />CONCRE FE SHALL MEET AS A MINIMUM
<br />OF CANAL Imo'
<br />— — — — — -
<br />CDOT CLASS B SPECIFICATION'S
<br />EXTEND TOE AND
<br />WING
<br />4871.88
<br />WALL FOOTINGS
<br />INTO
<br />RIP RAP 10 FEET DOWNSTREAM OF CANAL BOTTOM 3 FT
<br />STRUCTURE TO TRANSITION FROM
<br />CONCRETE TO EARTH BANK. 4871.88 FOOFE.R
<br />GROUTED TYPE "L' (9 -INCH) (UD
<br />& FCD GRADATION) 18" THICK ON
<br />6" THICK LAYER OF 3/4"
<br />CRUSHED ROCK
<br />6" THICK BED OF 3/4'
<br />CRUSHED ROCK, TO CONFORM
<br />TO (COOT FILTER MATERIAL CLASS A,
<br />SEE 703.09, PER UD & FCD)
<br />COMPACT SUBGRADE AND GRAVEL
<br />TO 95% OF MAXIMUM DENSITY PER
<br />ASTM D -698. SEE NOTE #12.
<br />SECTION B -B
<br />SEE __...._ 14141
<br />SECTION A —A
<br />161 LVAM :1601 1C \ 1\ " 0j V
<br />SEE DETAIL 434
<br />UNDERDRAIN DETAIL
<br />N T S 4 4
<br />60' EASEMENT
<br />PROPOSED
<br />CONCRETE
<br />CHANNEL
<br />2% SLOPE
<br />60i LF RIGID 4" NON - PERFORATED'
<br />PVC PIPE ASTM D2729 FROM UNDERDRAIN.
<br />MIN. SLOPE 2%
<br />CHANNEL UNDERDRAIN SECTION
<br />rJ 1 5- W
<br />EXISTING
<br />GPADI.
<br />NOTES
<br />1. DURING CONSTRUCTION OF THE CONCRETE CHANNEL, 'THE CONTRACTOR SHALL:
<br />A. INSTALL CHANNEL UNDERDRAIN FROM CONCRETE CHANNEL TO 20' BEYOND
<br />60' EASEMENT LINE AS SHOWNB. CAP THE END OF 4" PVC PIPE.
<br />C. PROVIDE 4" x 4' x 8' LONG MARKER POST. PAINJTED GREEN. & CLEARLY
<br />MARKED "UNDERDRAIN FROM CHANNEL' BURIED �4' DEEP.
<br />D. BACKFILL ENTIRE LENGTH OF PIPE, INCLUDING CAIPPED END.
<br />2. ONCE MINING OPERATIONS COMMENCE, LAFARGE SHALtL A. EXCAVATE END OF 4' PVC PIPE.
<br />B. REMOVE CAP AND PROVIDE POSITIVE DRAINAGE IN1TO THE MINED PIT C. IF PIPE LENGTH DOES NOT EXTEND INTO THE PIT ',SIDE SLOPE. LAFARGE
<br />SHALL EXTEND PIPE AT 2% SLOPE IN ORDER TO DAYLIGHT PIPE AND
<br />PROVIDE POSITIVE DRAINAGE INTO PIT.
<br />D. IF PIPE LENGTH EXTENDS TOO FAR INTO THE PIT SIDE SLOPE, LAFARGE
<br />SHALL CUT OFF EXCESSIVE LENGTH OF PIPE AS R!EOUIRED.
<br />CONCRETE
<br />LINING
<br />CULVERT COt*ECMN r= N I
<br />MPICID 4' NON rr ur nI: e it rl
<br />Pv(' "0" I'vr1Y uJ. I'•I'I. A I
<br />3/4" WASHC DRAINAGE FABRIC
<br />11' n`,n I I niUNDERDRAIN DETAIL
<br />20'
<br />PROPOSED MINED GRADE r 4" CAP
<br />4 4 MAUI I rIufY, T
<br />Permit #: 1cC'3 C i/ Confidental?: /V Class: L- Type -Seq.:
<br />To: �) C Doc. NameDoc. Date (if no date stamp): -/ Specialist
<br />CIVIL DETAILS
<br />SMITH AND EMMONS IRRIGATION,
<br />DITCH RELOCATION
<br />DUCKWORT'_ I PIT
<br />WELD COUNTY, COLORADO
<br />SCOTT, COX &- ASSOCIATFc; INC.
<br />crl (jla nr. • .�. ,.. "I i
<br />Designed. by DPA Dnlc I .,,,I. u,
<br />JAS - ' /S /(14 A`, H )fl I1�Pn.1° q
<br />Down by
<br />PevivlC" 1I Ili :r_•il,l:,,n I � ,
<br />— Checked by WHY
<br />
|