2012-05-10_REVISION - M1977342

• Permit No: M1977342
• IBM Index Class Name: REVISION
• Doc Date: 5/10/2012
• Doc Name: Submittal of As-Built Drawings for Original Construction of Ultimate Canal
• From: CLIMAX
• To: DRMS
• Type & Sequence: TR4
• Email Name: PSH
• Media Type: D
• Archive: No

0
✓
H
L
O SPILLWAY STRUCTURE
PLAN VIEW
2 4
Scale h Feet
SPILLWAY STRUCTURE
WING WALL ELEVATION
a
2 4
Scale h Feet
5'-4"
6
11' 11'
6 , -7 "
FIELD LOCATE BOLLARD TO
PROTECT STRUCTURE, SEE SHT.
UC-2 -05 FOR BOLLARD DETAIL
5' 0"
8' 0'
III
!:i d ��! :i��I.i��! :rte :i �!.► afar f :ia�� :i �tnr_:i �:.i �2►� ti �ia��:i �Q►:i. �i
3- #4 BARS
8' INTO SIDE WA
#4 BARS @12 "O.C.
#4 BARS @ 9' O.C.
#4 BARS @ 12' O.0
6'
6' THICK LAYER OF CLASS 5 BASE COURSE COMPACTED TO
95% STD. PROCTOR DENSITY. PROOF ROLL SUBGRADE AND
REMOVE SOFT OR OVERLY WET MATERIAL.
#4 BARS @ 10" O.C.
#4 BARS @ 12" O.0
SPILLWAY STRUCTURE
SECTION
a
21/2
2 4
Scale In Feet
SPILLWAY STRUCTURE
SECTION
1 2 4
Stale h Feet
6
O.C. BEND
#4 EDGE BAR
#4 BARS @ 10' O.C.
#4 BARS @ 12" O.C.
#4 BARS @ 12' O.C.
NON -WOVEN GEOTEXTILE MIRAFI
180N OR APPROVED EQUIVALENT.
#4 EDGE BAR
#4 BARS @ 10" O.C.
#4 BARS @ 12" O.C.
10' -0'
2' -0" - THICK RIPRAP
050 - 12"
#4 BARS @ 12" O.C.
SPILLWAY STRUCTURE
SECTION
2 4
Sosle In Feet
6
3"
A
A
A
2
MOE RV
NOS
MOS
o
SNAI
ONIE
RELEASED FOR CONTRACTOR BOOING
RIMARXS
',PROWL, FOR CONSTRUCIION
x"aareaa"wwe.
This drawing together with any and all addition;
corrections, changes and alterations thereof Is the
property of Climax MalAdenum Company and Is
furnished on the express condition that It shall
not be reproduced, copied, lent, or disposed of
dbectly or Indirectly, nor used for any other
purpose than for which it Is specifically furnished
without the prior written consent of sold Climax
Mobbdenum Company.'
a
IBRUED
REV NO
i
rc
Henderson Ultimate Canal System
Concrete
Baffled Outlet Energy Dissipator Type 5
Plan, Sections, and Details
Climax Molybdenum Henderson Mill
Potshot Colorado
NNE BY
MSD
ML
" S
MM
12/29/05
3/24/06
12/29/05
As Noted
ORANING NO.
UC-3 -02
3
..
'.
#4 BARS @12"O.C.
i e.
6�
1 e
f 3" IIIIVIIIAOMPIMM
immi
"
#4 BARS
#4 EDDGE
8- 8'j
8"
@9" O.C. IMI
BAR ��IAI
t
�
12" Air
1 1
111111EL
#4 EDGE BAR BOND
3 1" INTO SIDE WALLS
et
0
✓
H
L
O SPILLWAY STRUCTURE
PLAN VIEW
2 4
Scale h Feet
SPILLWAY STRUCTURE
WING WALL ELEVATION
a
2 4
Scale h Feet
5'-4"
6
11' 11'
6 , -7 "
FIELD LOCATE BOLLARD TO
PROTECT STRUCTURE, SEE SHT.
UC-2 -05 FOR BOLLARD DETAIL
5' 0"
8' 0'
III
!:i d ��! :i��I.i��! :rte :i �!.► afar f :ia�� :i �tnr_:i �:.i �2►� ti �ia��:i �Q►:i. �i
3- #4 BARS
8' INTO SIDE WA
#4 BARS @12 "O.C.
#4 BARS @ 9' O.C.
#4 BARS @ 12' O.0
6'
6' THICK LAYER OF CLASS 5 BASE COURSE COMPACTED TO
95% STD. PROCTOR DENSITY. PROOF ROLL SUBGRADE AND
REMOVE SOFT OR OVERLY WET MATERIAL.
#4 BARS @ 10" O.C.
#4 BARS @ 12" O.0
SPILLWAY STRUCTURE
SECTION
a
21/2
2 4
Scale In Feet
SPILLWAY STRUCTURE
SECTION
1 2 4
Stale h Feet
6
O.C. BEND
#4 EDGE BAR
#4 BARS @ 10' O.C.
#4 BARS @ 12" O.C.
#4 BARS @ 12' O.C.
NON -WOVEN GEOTEXTILE MIRAFI
180N OR APPROVED EQUIVALENT.
#4 EDGE BAR
#4 BARS @ 10" O.C.
#4 BARS @ 12" O.C.
10' -0'
2' -0" - THICK RIPRAP
050 - 12"
#4 BARS @ 12" O.C.
SPILLWAY STRUCTURE
SECTION
2 4
Sosle In Feet
6
3"
A
A
A
2
MOE RV
NOS
MOS
o
SNAI
ONIE
RELEASED FOR CONTRACTOR BOOING
RIMARXS
',PROWL, FOR CONSTRUCIION
x"aareaa"wwe.
This drawing together with any and all addition;
corrections, changes and alterations thereof Is the
property of Climax MalAdenum Company and Is
furnished on the express condition that It shall
not be reproduced, copied, lent, or disposed of
dbectly or Indirectly, nor used for any other
purpose than for which it Is specifically furnished
without the prior written consent of sold Climax
Mobbdenum Company.'
a
IBRUED
REV NO
i
rc
Henderson Ultimate Canal System
Concrete
Baffled Outlet Energy Dissipator Type 5
Plan, Sections, and Details
Climax Molybdenum Henderson Mill
Potshot Colorado
NNE BY
MSD
ML
" S
MM
12/29/05
3/24/06
12/29/05
As Noted
ORANING NO.
UC-3 -02
3
,t.,-,
pi...,111111■
- - - 1 8 "
"
l
.i�iQ
�
48" DIA.
111111EL
#4 HOOPS /
■ .
•
•
e
ii_
t� "
•...• e Ii liil •
•1� •
a
0
✓
H
L
O SPILLWAY STRUCTURE
PLAN VIEW
2 4
Scale h Feet
SPILLWAY STRUCTURE
WING WALL ELEVATION
a
2 4
Scale h Feet
5'-4"
6
11' 11'
6 , -7 "
FIELD LOCATE BOLLARD TO
PROTECT STRUCTURE, SEE SHT.
UC-2 -05 FOR BOLLARD DETAIL
5' 0"
8' 0'
III
!:i d ��! :i��I.i��! :rte :i �!.► afar f :ia�� :i �tnr_:i �:.i �2►� ti �ia��:i �Q►:i. �i
3- #4 BARS
8' INTO SIDE WA
#4 BARS @12 "O.C.
#4 BARS @ 9' O.C.
#4 BARS @ 12' O.0
6'
6' THICK LAYER OF CLASS 5 BASE COURSE COMPACTED TO
95% STD. PROCTOR DENSITY. PROOF ROLL SUBGRADE AND
REMOVE SOFT OR OVERLY WET MATERIAL.
#4 BARS @ 10" O.C.
#4 BARS @ 12" O.0
SPILLWAY STRUCTURE
SECTION
a
21/2
2 4
Scale In Feet
SPILLWAY STRUCTURE
SECTION
1 2 4
Stale h Feet
6
O.C. BEND
#4 EDGE BAR
#4 BARS @ 10' O.C.
#4 BARS @ 12" O.C.
#4 BARS @ 12' O.C.
NON -WOVEN GEOTEXTILE MIRAFI
180N OR APPROVED EQUIVALENT.
#4 EDGE BAR
#4 BARS @ 10" O.C.
#4 BARS @ 12" O.C.
10' -0'
2' -0" - THICK RIPRAP
050 - 12"
#4 BARS @ 12" O.C.
SPILLWAY STRUCTURE
SECTION
2 4
Sosle In Feet
6
3"
A
A
A
2
MOE RV
NOS
MOS
o
SNAI
ONIE
RELEASED FOR CONTRACTOR BOOING
RIMARXS
',PROWL, FOR CONSTRUCIION
x"aareaa"wwe.
This drawing together with any and all addition;
corrections, changes and alterations thereof Is the
property of Climax MalAdenum Company and Is
furnished on the express condition that It shall
not be reproduced, copied, lent, or disposed of
dbectly or Indirectly, nor used for any other
purpose than for which it Is specifically furnished
without the prior written consent of sold Climax
Mobbdenum Company.'
a
IBRUED
REV NO
i
rc
Henderson Ultimate Canal System
Concrete
Baffled Outlet Energy Dissipator Type 5
Plan, Sections, and Details
Climax Molybdenum Henderson Mill
Potshot Colorado
NNE BY
MSD
ML
" S
MM
12/29/05
3/24/06
12/29/05
As Noted
ORANING NO.
UC-3 -02
3