|
+,
<br />i, .. �.�
<br />�•
<br />#4 BARS @12 "O
<br />4"
<br />1_
<br />_ —_` 10
<br />t'
<br />--
<br />., -
<br />#4 BARS @6 4••
<br />jMU
<br />#4 EDGE BAR a«��1
<br />•
<br />•.lam
<br />BOOM.
<br />111111111
<br />•
<br />\
<br />L441411500
<br />#4 HOOPS
<br />7 j
<br />•
<br />— 10 " F-...-i 10"
<br />10"
<br />6
<br />�llll�l!!1
<br />l �-lll'�llll,
<br />,
<br />.
<br />1.-4" AM
<br />li�
<br />#4 EDGE BAR BOND
<br />INTO SIDE WALLS
<br />' '" .. s .. 61 \ • •
<br />1
<br />�•
<br />p
<br />_ —_` 10
<br />t'
<br />,
<br />, Fi la r ;
<br />• •
<br />r /
<br />� \
<br />60"DIA.
<br />\
<br />I
<br />111111111
<br />\
<br />L441411500
<br />#4 HOOPS
<br />7 j
<br />S
<br />a
<br />E
<br />a
<br />9
<br />2
<br />S
<br />rc
<br />n
<br />J
<br />L
<br />O SPILLWAY STRUCTURE
<br />PLAN VIEW
<br />0
<br />SPILLWAY STRUCTURE
<br />WING WALL ELEVATION
<br />2 4
<br />Scale N Feet
<br />0 1 2 4
<br />Scale In Feet
<br />6
<br />6
<br />6' -8"
<br />r
<br />45 °0'
<br />2'-6
<br />I—
<br />L
<br />#4 BARS @ 12"
<br />O.C., E.W., E.F.
<br />15'
<br />8'-8"
<br />6' 3"
<br />FIELD LOCATE BOLLARD TO
<br />PROTECT STRUCTURE, SEE SHT.
<br />UC -2 -05 FOR BOLLARD DETAIL
<br />#4 BARS @ 12"
<br />O.C., E.W., E.F.
<br />1•
<br />.010,411,10,11kpi 0 .2610200210 11 0:00 IA■ - .ow.
<br />-.,e._.....,et :4 ,....,.r.,ei.,ei_,e....v..en , n:,en , e:._n! Lt..-L•.:n.
<br />SPILLWAY STRUCTURE
<br />SECTION
<br />SECTION
<br />4" -H
<br />#4 HOOPS
<br />#4 BARS @ 12"
<br />O.C., E.W., E.F.
<br />4" -{ I-•-
<br />2 4
<br />Scale in Feet
<br />2 4
<br />Scale In Feet
<br />SPILLWAY STRUCTURE
<br />2' -0•
<br />6
<br />6
<br />8' 0"
<br />1'-8" #4 BARS @ 12" O.C.,
<br />BEND 24" INTO SIDE WALLS
<br />#4 BARS @ 12" O.C., E.F.
<br />V-9" #4 BARS @ 6" O.C., E.F.
<br />3' -11•
<br />1 -9"
<br />6"
<br />L
<br />3" LLET
<br />:::1r.,TA rTATA. rTR: ra rt. rl. r' rTAS .r An' r. r. i. r. lit:
<br />U-
<br />'I 9"
<br />4"
<br />6" THICK LAYER OF CLASS 5 BASE COURSE
<br />COMPACTED TO 95% STD. PROCTOR
<br />DENSITY. PROOF ROLL SUBGRADE AND
<br />REMOVE SOFT OR OVERLY WET MATERIAL
<br />#4 BARS @ 8" O.C.
<br />#4 BARS @ 12"
<br />O.C., E.W., E.F.
<br />#4 BARS @ IT
<br />O.C., E.W., E.F.
<br />5' 3"
<br />#4 BARS @ 12"
<br />O.C., E.W., E.F.
<br />2 - #4 EDGE BARS
<br />#4 BARS @ 12"
<br />O.C., E.W., E.F.
<br />2'-6•
<br />...V4 ,v-per...rIOVIRv. &O.4 ..tee.: /er.1•...e
<br />2 , -
<br />SECTION
<br />NON -WOVEN GEOTEXTILE
<br />MIRAFI 180N OR
<br />APPROVED EQUIVALENT.
<br />SPILLWAY STRUCTURE
<br />10' -0"
<br />0 1 2 4
<br />Scale In Feet
<br />6
<br />2'-0" - THICK RIPRAP
<br />D50 ..12"
<br />#4 BARS C IT
<br />O.C., E.W., E.F.
<br />MADE HY
<br />MOS
<br />MPS
<br />C1¢1 BY
<br />DATE
<br />onsum
<br />RELEASED FOR CONTRACTOR &DOING
<br />RERARKB
<br />AFPROVED FOR CONSTRUCTOR
<br />RECORD 0074444.5
<br />drowhg together with any and d/ additions,
<br />corrections. changes and alto at,Ons thereof is the
<br />property of Clkwax Md&6denum Company and is
<br />furnished on the express condition that ff droll
<br />not be reproduced, copied, lent or disposed of
<br />directly or indirectly, nor used for ony other
<br />purpose than for whk6 It is specifically furnished
<br />without the prior written consent of sold armor
<br />MolAdenum Company."
<br />ISELED
<br />REFERENCE
<br />Henderson Ultimate Canal System
<br />Concrete
<br />Baffled Outlet Energy Dissipator Type 7
<br />Plan, Sections, and Details
<br />Climax Molybdenum Henderson Mill
<br />Pashal, Colorado
<br />ey
<br />MDS
<br />12/29/05
<br />SqLE
<br />As Noted
<br />ML
<br />ACCEPTED
<br />SMM
<br />3/24/06
<br />12/29/05
<br />DRAWING NO.
<br />UC -3-03
<br />3
<br />REFERENCE DWGS
<br />PRINT RECORD
<br />
|