|
12
<br />t
<br />v
<br />T
<br />48" DIA.
<br />CSP
<br />,C
<br />nil�
<br />A
<br />#4 ® 12
<br />1 -44-
<br />G
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />r-
<br />r-
<br />BARS r-
<br />rL
<br />FILLET
<br />RICAL
<br />CENTERLINE
<br />H
<br />C 22
<br />22
<br />NOTES:
<br />1. CONTRACTOR TO PROVIDE REBAR SHOP
<br />DRAWINGS TO ENGINEER FOR APPROVAL
<br />PRIOR TO FABRICATION. i
<br />2. TYPE M RIPRAP MAY BE USED IN LIEU OF
<br />TYPE L RIPRAP. TYPE M RIPRAP GRADATIONS
<br />® ARE SHOWN ON DRAWING 20. TYPE L RIPRAP
<br />GRADATIONS ARE SHOWN ON DRAWING 22.
<br />IMPACT STILLING BASIN PLAN VIEW
<br />NOT TO SCALE
<br />PIPE JOINT
<br />®v �
<br />48" DIA. CSP
<br />45'
<br />MAX.
<br />I
<br />I
<br />/ \
<br />/ y
<br />I
<br />/
<br />I
<br />1
<br />�I I 6" THICK LAYER 6 K LAYER PIPE
<br />8 THIC K I BEDDING MATERIAL �4
<br />II� _III BEDDING MATERIAL
<br />NOTE:
<br />1. THRUST BLOCKS TO BE INSTALLED WHERE PIPE SLOPE
<br />-CHANGES ARE GREATER THAN +5 DEGREES.
<br />Z \ CONCRETE THRUST BLOCK
<br />21 / NOT TO SCALE
<br />NO. I REVISION DESCRIPTION TRIS DRAWING IS NOT APPROVED
<br />B�
<br />2�
<br />3.3
<br />_ I
<br />N I
<br />\ - - - -- o -I
<br />w _< I L I b
<br />OL
<br />\ \�A� °p I I
<br />F <C�tn 21 1 1
<br />` 22
<br />- �\ \ I I 48" DIA. C P 1 1
<br />ELBOW \ \� I I
<br />" I I i1
<br />s\p\
<br />NOTE 1
<br />135' P
<br />\ #4 HOOPS TO
<br />Q �` r
<br />E
<br />� � Ft \PRPP
<br />22 1 \\ 22
<br />22
<br />� e
<br />n r 7.5'
<br />r t ( '"
<br />15' EX \S� \NG CNP�
<br />21
<br />6" DIA. CSP AIRVENT
<br />(SEE NOTE 1)
<br />2' MIN. COVER
<br />(3 MIN. COVER FOR t (NOTE 2)
<br />ROAD CROSSING) �t
<br />CULVERT SIZE VARIES i
<br />4'
<br />- BIRD SCREEN
<br />SADDLE BRANCH
<br />FOR AIR VENT
<br />c d
<br />Th
<br />T
<br />3" FII
<br />I k
<br />I
<br />M
<br />D
<br />r-
<br />I
<br />#4 ® 1.5' 0.
<br />I
<br />n rr
<br />II
<br />#4 0 12"
<br />NOTES:
<br />1. CONTRACTOR TO MAINTAIN 0% SLOPE FOR A
<br />MINIMUM 3 PIPE DIAMETERS PRIOR TO IMPACT
<br />STILLING BASIN.
<br />2. STILLING BASIN OUTFACE MUST TIE INTO
<br />RIPRAP CHANNEL.
<br />3. ON RACTOR TO PROVIDE REBAR SHOP
<br />DRAWINGS TO ENGINEER FOR APPROVAL
<br />PRIOR TO FABRICATION.
<br />4. DOWNSTREAM RIPRAP M.5%0.
<br />CED AT
<br />A MINIMUM SLOPE OF
<br />IMPACT STILLING BASIN SECTION A -A'
<br />NOT TO SCALE
<br />2. TYPE M RIPRAP MAY BE USED IN LIEU OF
<br />TYPE L RIPRAP. TYPE M RIPRAP GRADATIONS
<br />ARE SHOWN ON DRAWING 20.
<br />EXISTING GROUND SURFACE
<br />(NOTE 2) BACKFILL WITH NATIVE MATERIAL
<br />1 (COMPACTED PER SPECIFICATIONS)
<br />1 PIPE BEDDING MATERIAL
<br />(COMPACTED PER SPECIFICATIONS)
<br />3.5' MAX.
<br />-�
<br />1 2D
<br />NOTE: 6 "MIN. S
<br />NATURAL GROUND -
<br />1. AIR VENT REQUIRED AT BEGINNING
<br />AND END OF ECCENTRI ER
<br />- I X1.0' MIN.
<br />AND AT BEGINNING OF 204 P P
<br />2. SIDESLOPE TO BE APPROVED ® PIPE BEDDING MATERIAL
<br />ENGINEER BASED ON CONDITIONS
<br />ENCOUNTERED IN FIELD.
<br />3 CULVERT TRENCH AND AIR VE14T DETAIL
<br />21 NOT TO SCALE
<br />DATE I BY
<br />NO. I REVISION DESCRIPTION
<br />DATE I BY ICHKDIAP'VD
<br />WINGWALL
<br />E
<br />rn a
<br />3
<br />� N
<br />0
<br />v a
<br />2)#41 O
<br />ENGINEER'S STAMP
<br />I
<br />2' MIN.
<br />T
<br />NM \ o
<br />1,RIPRAP 1 %10;
<br />N� 1 Z a
<br />ONE a
<br />N I ° `�
<br />.tptll lllllllr „
<br />".: It ' �'' "O,.
<br />Mo rn
<br />.•; ,iii)
<br />f11.Jf
<br />0
<br />3 •t
<br />�o I
<br />o
<br />E d o
<br />IF THE ABOVE BAR DOES
<br />NOT SCALE I INCH THE
<br />rn;
<br />s o 5, f
<br />DRAWING SCALE IS ALTERED
<br />a-im a
<br />NO. I REVISION DESCRIPTION TRIS DRAWING IS NOT APPROVED
<br />B�
<br />2�
<br />3.3
<br />_ I
<br />N I
<br />\ - - - -- o -I
<br />w _< I L I b
<br />OL
<br />\ \�A� °p I I
<br />F <C�tn 21 1 1
<br />` 22
<br />- �\ \ I I 48" DIA. C P 1 1
<br />ELBOW \ \� I I
<br />" I I i1
<br />s\p\
<br />NOTE 1
<br />135' P
<br />\ #4 HOOPS TO
<br />Q �` r
<br />E
<br />� � Ft \PRPP
<br />22 1 \\ 22
<br />22
<br />� e
<br />n r 7.5'
<br />r t ( '"
<br />15' EX \S� \NG CNP�
<br />21
<br />6" DIA. CSP AIRVENT
<br />(SEE NOTE 1)
<br />2' MIN. COVER
<br />(3 MIN. COVER FOR t (NOTE 2)
<br />ROAD CROSSING) �t
<br />CULVERT SIZE VARIES i
<br />4'
<br />- BIRD SCREEN
<br />SADDLE BRANCH
<br />FOR AIR VENT
<br />c d
<br />Th
<br />T
<br />3" FII
<br />I k
<br />I
<br />M
<br />D
<br />r-
<br />I
<br />#4 ® 1.5' 0.
<br />I
<br />n rr
<br />II
<br />#4 0 12"
<br />NOTES:
<br />1. CONTRACTOR TO MAINTAIN 0% SLOPE FOR A
<br />MINIMUM 3 PIPE DIAMETERS PRIOR TO IMPACT
<br />STILLING BASIN.
<br />2. STILLING BASIN OUTFACE MUST TIE INTO
<br />RIPRAP CHANNEL.
<br />3. ON RACTOR TO PROVIDE REBAR SHOP
<br />DRAWINGS TO ENGINEER FOR APPROVAL
<br />PRIOR TO FABRICATION.
<br />4. DOWNSTREAM RIPRAP M.5%0.
<br />CED AT
<br />A MINIMUM SLOPE OF
<br />IMPACT STILLING BASIN SECTION A -A'
<br />NOT TO SCALE
<br />2. TYPE M RIPRAP MAY BE USED IN LIEU OF
<br />TYPE L RIPRAP. TYPE M RIPRAP GRADATIONS
<br />ARE SHOWN ON DRAWING 20.
<br />EXISTING GROUND SURFACE
<br />(NOTE 2) BACKFILL WITH NATIVE MATERIAL
<br />1 (COMPACTED PER SPECIFICATIONS)
<br />1 PIPE BEDDING MATERIAL
<br />(COMPACTED PER SPECIFICATIONS)
<br />3.5' MAX.
<br />-�
<br />1 2D
<br />NOTE: 6 "MIN. S
<br />NATURAL GROUND -
<br />1. AIR VENT REQUIRED AT BEGINNING
<br />AND END OF ECCENTRI ER
<br />- I X1.0' MIN.
<br />AND AT BEGINNING OF 204 P P
<br />2. SIDESLOPE TO BE APPROVED ® PIPE BEDDING MATERIAL
<br />ENGINEER BASED ON CONDITIONS
<br />ENCOUNTERED IN FIELD.
<br />3 CULVERT TRENCH AND AIR VE14T DETAIL
<br />21 NOT TO SCALE
<br />DATE I BY
<br />NO. I REVISION DESCRIPTION
<br />DATE I BY ICHKDIAP'VD
<br />WINGWALL
<br />GRANULAR
<br />Permit Number #: M- 1980 -244
<br />Class: Revisions
<br />Type & Sequence:TR -029
<br />ew
<br />r- COMPACTED
<br />STRUCTURAL
<br />FILL
<br />3 DIA. PVC WEEP 2" CLR
<br />HOLES ® 6' O.C.
<br />" 3.5" x 1.5"
<br />Q CONT. KEY 6,7'
<br />22 6 CONCRETE APRON SIX #4
<br />1.5' O.C.
<br />#4 ® 1' O.C.
<br />P 2.5' COMPACTED STRUCTURAL FILL
<br />5" R
<br />6" DIA. PVC TO DAYLIGHT IN RIPRAP
<br />IMF!,, CT STILLING
<br />BASIN DIMENSIONS
<br />PARAMETER DIMENSION
<br />0 3.1
<br />b 8^
<br />C 11"
<br />d 18.6'
<br />e 5.5"
<br />5.5"
<br />3.1'
<br />h 18.6'
<br />13.9'
<br />11"
<br />18.6'
<br />w
<br />M 2.3'
<br />n
<br />o 3.1
<br />15'
<br />q 11"
<br />�BAFFLE-
<br />6" THICK
<br />CONCRETE
<br />APRON
<br />SLOPE TO DRAIN
<br />IMPACT STILLING BASIN
<br />Rr-'
<br />--1 1 " APR
<br />-2" CLR
<br />>-#4 ® 1 "O.C.
<br />3.5" X 1.5 "6.7
<br />f CONST. KEY
<br />1 #4 ® 1 "O.C.
<br />1'
<br />/ L L COMPACTED' 8' "' �. <� 2. I
<br />STRUCTURAL FILL
<br />1' THICK LAYER NOTE:
<br />GRANULAR FILTER 6 "b PVC TO DAYLIGHT IN RIPRAP TYPE M RIPRAP MAY BE USED IN LIEU OF
<br />12 oz. NONWOVEN #4 ®1.5' TYPE L RIPRAP. TYPE M RIPRAP GRADATIONS
<br />GEOTEXTILE a 8" THICK CUT OFF WALL ARE SHOWN ON DRAWING 20. TYPE L RIPRAP
<br />GRADATIONS ARE SHOWN ON DRAWING 22.
<br />ELEVATION OF STILLING BASIN OUTI=ALL
<br />13 L
<br />21 NOT TO SCALE
<br />CLIENT DATE
<br />PRINT ISSUE RECORD
<br />IF
<br />IIIdNIDINg1IIN�IpIN
<br />19624 _
<br />Cripple Creek C Victor (fold Mining Company
<br />s `T Creccon Project
<br />A Joint Venture - Pikes Peak Mining Company, Manager
<br />TrrIx
<br />�� yy ■M, `��y `r,`�//�w�F/t�i{l�.le/►�.�-W `ape.�■w Q Imo. O, ,Iw ■w�pn /per
<br />8 AVM ATM IA � Y'MON METAL& %13-. Y �' V, Y
<br />D&A1P19 TMC �� APRIL 1999
<br />CInCEED TAC 'o• No' 993 -2022
<br />s �D mw DIGITAL NO. D009
<br />"b A"10TED MLJ
<br />SCAT DFC f EEF
<br />AS SHOWN
<br />20I UNION BLVD. , SURE 500, LACEROOD, COLORADO 80228 FILE No.
<br />aNnNr.� /gD9l•Wn -oun rAr. /:anvlDas_2nen 2022D009 �� L�
<br />2)#41 O
<br />O
<br />2' MIN.
<br />T
<br />1,RIPRAP 1 %10;
<br />GRANULAR
<br />Permit Number #: M- 1980 -244
<br />Class: Revisions
<br />Type & Sequence:TR -029
<br />ew
<br />r- COMPACTED
<br />STRUCTURAL
<br />FILL
<br />3 DIA. PVC WEEP 2" CLR
<br />HOLES ® 6' O.C.
<br />" 3.5" x 1.5"
<br />Q CONT. KEY 6,7'
<br />22 6 CONCRETE APRON SIX #4
<br />1.5' O.C.
<br />#4 ® 1' O.C.
<br />P 2.5' COMPACTED STRUCTURAL FILL
<br />5" R
<br />6" DIA. PVC TO DAYLIGHT IN RIPRAP
<br />IMF!,, CT STILLING
<br />BASIN DIMENSIONS
<br />PARAMETER DIMENSION
<br />0 3.1
<br />b 8^
<br />C 11"
<br />d 18.6'
<br />e 5.5"
<br />5.5"
<br />3.1'
<br />h 18.6'
<br />13.9'
<br />11"
<br />18.6'
<br />w
<br />M 2.3'
<br />n
<br />o 3.1
<br />15'
<br />q 11"
<br />�BAFFLE-
<br />6" THICK
<br />CONCRETE
<br />APRON
<br />SLOPE TO DRAIN
<br />IMPACT STILLING BASIN
<br />Rr-'
<br />--1 1 " APR
<br />-2" CLR
<br />>-#4 ® 1 "O.C.
<br />3.5" X 1.5 "6.7
<br />f CONST. KEY
<br />1 #4 ® 1 "O.C.
<br />1'
<br />/ L L COMPACTED' 8' "' �. <� 2. I
<br />STRUCTURAL FILL
<br />1' THICK LAYER NOTE:
<br />GRANULAR FILTER 6 "b PVC TO DAYLIGHT IN RIPRAP TYPE M RIPRAP MAY BE USED IN LIEU OF
<br />12 oz. NONWOVEN #4 ®1.5' TYPE L RIPRAP. TYPE M RIPRAP GRADATIONS
<br />GEOTEXTILE a 8" THICK CUT OFF WALL ARE SHOWN ON DRAWING 20. TYPE L RIPRAP
<br />GRADATIONS ARE SHOWN ON DRAWING 22.
<br />ELEVATION OF STILLING BASIN OUTI=ALL
<br />13 L
<br />21 NOT TO SCALE
<br />CLIENT DATE
<br />PRINT ISSUE RECORD
<br />IF
<br />IIIdNIDINg1IIN�IpIN
<br />19624 _
<br />Cripple Creek C Victor (fold Mining Company
<br />s `T Creccon Project
<br />A Joint Venture - Pikes Peak Mining Company, Manager
<br />TrrIx
<br />�� yy ■M, `��y `r,`�//�w�F/t�i{l�.le/►�.�-W `ape.�■w Q Imo. O, ,Iw ■w�pn /per
<br />8 AVM ATM IA � Y'MON METAL& %13-. Y �' V, Y
<br />D&A1P19 TMC �� APRIL 1999
<br />CInCEED TAC 'o• No' 993 -2022
<br />s �D mw DIGITAL NO. D009
<br />"b A"10TED MLJ
<br />SCAT DFC f EEF
<br />AS SHOWN
<br />20I UNION BLVD. , SURE 500, LACEROOD, COLORADO 80228 FILE No.
<br />aNnNr.� /gD9l•Wn -oun rAr. /:anvlDas_2nen 2022D009 �� L�
<br />�BAFFLE-
<br />6" THICK
<br />CONCRETE
<br />APRON
<br />SLOPE TO DRAIN
<br />IMPACT STILLING BASIN
<br />Rr-'
<br />--1 1 " APR
<br />-2" CLR
<br />>-#4 ® 1 "O.C.
<br />3.5" X 1.5 "6.7
<br />f CONST. KEY
<br />1 #4 ® 1 "O.C.
<br />1'
<br />/ L L COMPACTED' 8' "' �. <� 2. I
<br />STRUCTURAL FILL
<br />1' THICK LAYER NOTE:
<br />GRANULAR FILTER 6 "b PVC TO DAYLIGHT IN RIPRAP TYPE M RIPRAP MAY BE USED IN LIEU OF
<br />12 oz. NONWOVEN #4 ®1.5' TYPE L RIPRAP. TYPE M RIPRAP GRADATIONS
<br />GEOTEXTILE a 8" THICK CUT OFF WALL ARE SHOWN ON DRAWING 20. TYPE L RIPRAP
<br />GRADATIONS ARE SHOWN ON DRAWING 22.
<br />ELEVATION OF STILLING BASIN OUTI=ALL
<br />13 L
<br />21 NOT TO SCALE
<br />CLIENT DATE
<br />PRINT ISSUE RECORD
<br />IF
<br />IIIdNIDINg1IIN�IpIN
<br />19624 _
<br />Cripple Creek C Victor (fold Mining Company
<br />s `T Creccon Project
<br />A Joint Venture - Pikes Peak Mining Company, Manager
<br />TrrIx
<br />�� yy ■M, `��y `r,`�//�w�F/t�i{l�.le/►�.�-W `ape.�■w Q Imo. O, ,Iw ■w�pn /per
<br />8 AVM ATM IA � Y'MON METAL& %13-. Y �' V, Y
<br />D&A1P19 TMC �� APRIL 1999
<br />CInCEED TAC 'o• No' 993 -2022
<br />s �D mw DIGITAL NO. D009
<br />"b A"10TED MLJ
<br />SCAT DFC f EEF
<br />AS SHOWN
<br />20I UNION BLVD. , SURE 500, LACEROOD, COLORADO 80228 FILE No.
<br />aNnNr.� /gD9l•Wn -oun rAr. /:anvlDas_2nen 2022D009 �� L�
<br />CLIENT DATE
<br />PRINT ISSUE RECORD
<br />IF
<br />IIIdNIDINg1IIN�IpIN
<br />19624 _
<br />Cripple Creek C Victor (fold Mining Company
<br />s `T Creccon Project
<br />A Joint Venture - Pikes Peak Mining Company, Manager
<br />TrrIx
<br />�� yy ■M, `��y `r,`�//�w�F/t�i{l�.le/►�.�-W `ape.�■w Q Imo. O, ,Iw ■w�pn /per
<br />8 AVM ATM IA � Y'MON METAL& %13-. Y �' V, Y
<br />D&A1P19 TMC �� APRIL 1999
<br />CInCEED TAC 'o• No' 993 -2022
<br />s �D mw DIGITAL NO. D009
<br />"b A"10TED MLJ
<br />SCAT DFC f EEF
<br />AS SHOWN
<br />20I UNION BLVD. , SURE 500, LACEROOD, COLORADO 80228 FILE No.
<br />aNnNr.� /gD9l•Wn -oun rAr. /:anvlDas_2nen 2022D009 �� L�
<br />IIIdNIDINg1IIN�IpIN
<br />19624 _
<br />Cripple Creek C Victor (fold Mining Company
<br />s `T Creccon Project
<br />A Joint Venture - Pikes Peak Mining Company, Manager
<br />TrrIx
<br />�� yy ■M, `��y `r,`�//�w�F/t�i{l�.le/►�.�-W `ape.�■w Q Imo. O, ,Iw ■w�pn /per
<br />8 AVM ATM IA � Y'MON METAL& %13-. Y �' V, Y
<br />D&A1P19 TMC �� APRIL 1999
<br />CInCEED TAC 'o• No' 993 -2022
<br />s �D mw DIGITAL NO. D009
<br />"b A"10TED MLJ
<br />SCAT DFC f EEF
<br />AS SHOWN
<br />20I UNION BLVD. , SURE 500, LACEROOD, COLORADO 80228 FILE No.
<br />aNnNr.� /gD9l•Wn -oun rAr. /:anvlDas_2nen 2022D009 �� L�
<br />
|