140R4025R0023_Attachment_2_2_-_00_00_02_Dwgs-B_101-200_22x34_09-24-2025.pdf
PDF 31 MB Posted
- Attached to
- NGWSP INTAKE & RIVER PUMPING PLANT
- Solicitation number
- 140R4025R0023
About this file
This file contains detailed engineering design drawings for the Navajo-Gallup Water Supply Project's Intake and River Pumping Plant, specifically focusing on the pumping plant's structural and metalwork components. The drawings, prepared by Clark Larsen, P.E. for the Bureau of Reclamation, provide comprehensive technical specifications for concrete outlines, reinforcement designs, and miscellaneous metalwork across multiple structural areas including sump, deck, foundations, and various platform configurations.
Key design elements include a 71'-6 1/2" long pumping plant structure with four pump units, elevated and mat slabs at elevations ranging from 5073.92 to 5099.50, concrete walls, steel framing, guardrails, water quality monitoring stations, and specialized platforms for flowmeters and equipment. The drawings detail reinforcement specifications, concrete joint details, structural load considerations, and metalwork configurations such as W-beam guardrails, grating, and equipment support structures. The design appears to be part of a larger water infrastructure project in New Mexico, with the most recent revision date of April 9, 2025, indicating an ongoing engineering development process.
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Text version
1'-0" 21'-8" 1'-0" 2'-0"
Lean concrete, see (62080) for extents
FLOW
Hydrodemolition extents, see Note 2
Outlet channel existing slab
Retrofit waterstop, Typ. (see Note 4)
Retrofit waterstop in Fish Return Channel high wall, see Note 4
Existing strut, Typ.
El. varies, see Note 9
El. 5098.00
EJ3
El. 5092.00
Retrofit waterstop in Sluicing Channel wall, see Note 4
CJ
EJ3
EJ2
CJ, El. 5091.00
CJ
Cr.J
1'-0" 21'-8" 1'-0" 2'-0"
Existing strut, Typ.
Lean concrete, see (62080) for extents
FLOW
Retrofit waterstop, Typ. (see Note 4)
EJ3
EJ3
Retrofit waterstop, Typ.
(see Note 4)
El. varies, see Note 9
Existing lean concrete
Outlet channel existing slab
El. 5098.00
EJ3
EJ3
CJ, El. 5091.00, Typ.
CJ
Varies, see (62123)
CJ
Cr.J Cr.J
D
C
B
D
C
B
A
A
S A F E T Y
A L W
A Y S T
H
IN
K
B U
R E A U
O F R
E C L A M
A T
IO
N
U .S
D
E P A R T M
E N
T O
F T
H E I
N T E R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A L L U
P W
A T E R S
U P P L Y P
R O
JE
C T
N E W
M E X
IC
O
S A N
J U
A N
L A T E R A L
R E A C H
IN
T A K E A
N D
R
IV
E R P
U M
P
IN
G P
L A N
T
E. MATTHEWS
K. MUCKEY
CLARK LARSEN
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
CONCRETE OUTLINE
SECTIONS
1695-D-62132 62123 Scale: 3/8" = 1'-0"
N SECTION
62123 Scale: 3/8" = 1'-0"
M SECTION
0 2' 4' 6'
Scale: 3/8" = 1'-0"
R E V N
O
S T A
D
-0
-1
C la rk L a rs e n
P .E
U p d a te d w o rd in g t o m a tc h s p e c if ic a ti o n s u p d a te d s o m e r e b a r la y o u ts re m o v e d e x tr a n e o u s l in e w o rk a d d e d c le a n o u t in fo rm a ti o n a n d a d d e d e x tr a d e ta il s th ro u g h o u t d ra w in g s f o r re b a r c la ri ty
SHEET 14 OF 18
NOTES
1. See information drawings for existing structural dimensions and layout.
2. See (62061) for Demolition Outline and Extents.
3. Baffle and slide gates and equipment not shown.
See (62219) for details and installation.
4. See (62085) and (62086) for Joint Details.
5. See (62156), (62157), (40-D-60003) and (40-
D-60004) for Concrete Outline and Reinforcement General Notes and Abbreviations.
6. See (62154) and (62155) for Design Data.
7. See (62137) for Outlet Channel reinforcement.
8. See (62200) for Miscellaneous Metalwork (not shown)
9. Match slope of existing slab.
10. Excavation not shown. See (62052) and (62056) for details. See (62037) for grading plan of compacted backfill. See (62039) for gravel surfacing.
CLARK LARSEN, P.E.
CHOU CHA, P.E.
El. 5098.00
El. 5088.00
El. 5084.50FLOW
Existing 12"x20" Strut, Typ.
24'-8"
Weir plates not shown, see (62413)
21'-8"
1'-0"
2'-0"
Match existing elevation
2'-9"
El. 5092.00
TOC Fish Return Channel low wall
TOC Fish Return Channel high wall
Strut Strut
1'-0"
Slope towards Fish Return Channel low wall
TOC Sluicing Channel wall
Lean concrete, see (62080) for extents
El. varies, see Note 9
Outlet channel existing slab
Retrofit waterstop, Typ. (see Note 4)
Retrofit waterstop in Fish Return Channel high wall, see Note 4
Retrofit waterstop in Fish Return Channel low wall, see Note 4
Retrofit waterstop in Sluice Channel wall, see Note 4
CJ, El. 5091.00
CJ
EJ3
EJ3
EJ3
EJ3
CJ
CJ
Sluicing Channel
9'-6"
CL. Outlet Channel, see Note 1
Fish Return Channel
62134
Hydrodemolition extents, see Note 2
CJ
6"
1'-8"
7'-10"
El. 5098.00
Bypass Channel
6'-0"1'-0"2'-0"1'-6"
1'-8"
El. varies, see Note 9
El. 5092.00
CL. Outlet Channel, see Note 1
4'-0"
8 1/2"
9" 9"
"6
Slide gate (not shown)
Fish Return Channel
CJ
Hydrodemolition extents, see Note 2
6"
Deck
12'-2"
2'-6" 1'-0"
Bypass Channel
5'-6"1'-6"
Sluicing Channel
9'-6"
El. 5092.00
Slide gate (not shown)
Retrofit waterstop, see Note 4
El. varies, see Note 9
2'-0"
CJ
El. 5098.00
CJ
CJ2
Slide gate blockout, Typ.
3'-0" 5'-6"
CJ, El. 5091.00
6"
D
C
B
D
C
B
A
A
S A F E T Y
A L W
A Y S T
H
IN
K
B U
R E A U
O F R
E C L A M
A T
IO
N
U .S
D
E P A R T M
E N
T O
F T
H E I
N T E R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A L L U
P W
A T E R S
U P P L Y P
R O
JE
C T
N E W
M E X
IC
O
S A N
J U
A N
L A T E R A L
R E A C H
IN
T A K E A
N D
R
IV
E R P
U M
P
IN
G P
L A N
T
E. MATTHEWS
K. MUCKEY
CLARK LARSEN
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2024-04-09
OUTLET CHANNEL
CONCRETE OUTLINE
SECTIONS
1695-D-62133
62123 Scale: 3/8" = 1'-0"
P SECTION
62124 Scale: 3/8" = 1'-0"
Q SECTION
62124 Scale: 3/8" = 1'-0"
R SECTION
R E V N
O
S T A
D
-0
-1
C la rk L a rs e n
P .E
U p d a te d w o rd in g t o m a tc h s p e c if ic a ti o n s u p d a te d s o m e r e b a r la y o u ts re m o v e d e x tr a n e o u s l in e w o rk a d d e d c le a n o u t in fo rm a ti o n a n d a d d e d e x tr a d e ta il s th ro u g h o u t d ra w in g s f o r re b a r c la ri ty
0 2' 4' 6'
Scale: 3/8" = 1'-0"
SHEET 15 OF 18
NOTES
1. See information drawings for existing structural dimensions and layout.
2. See (62061) for Demolition Outline and Extents.
3. Baffle and slide gates and equipment not shown.
See (62219) for details and installation.
4. See (62085) and (62086) for Joint Details.
5. See (62156), (62157), (40-D-60003) and (40-
D-60004) for Concrete Outline and Reinforcement General Notes and Abbreviations.
6. See (62154) and (62155) for Design Data.
7. See (62137) for Outlet Channel reinforcement.
8. See (62200) for Miscellaneous Metalwork (not shown)
9. Match slope of existing slab.
10. Excavation not shown. See (62052) and (62056) for details. See (62037) for grading plan of compacted backfill. See (62039) for gravel surfacing.
CLARK LARSEN, P.E.
Overflow weir plates (not shown), see (62413)
6"
CJ
1' -0
V ar ie s
1'-0"
TOC, El. 5084.50
El. varies, see Note 9
CJCJ
1'-8" 1'-8"
1'-6" 2'-0"
1'-0"
22'-8"
1' -6
1' -1
Hydrodemolition extents, see Note 2
Bypass Channel
6'-0"
6"
CL. Outlet Channel, see Note 1
Fish Return Channel
Sluicing Channel
9'-6"
Deck
7'-10"
10'-0"
El. 5091.00El. 5091.00
CJ
CJ
Existing bypass channel wall
Existing sluicing channel wall
El. varies, see Note 9
El. 5098.00
CJCJ CJ
3'-8" 8'-0"
Miscellaneous metalwork not shown, Typ.
Existing strut, Typ.
Deck
FLOW
1' -6
El. 5098.00 Existing strut, Typ.
Outlet channel existing slab
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
K. MUCKEY
CLARK LARSEN
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
CONCRETE OUTLINE
SECTIONS AND DETAIL
1695-D-62134 0 2' 4' 6'
Scale: 3/8" = 1'-0"
62133 Scale: 3/4" = 1'-0"
13 DETAIL - OVERFLOW WEIR
SHEET 16 OF 18
62124 Scale: 3/8" = 1'-0"
S SECTION
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
0 1' 2' 3'
Scale: 3/4" = 1'-0"
62124 Scale: 3/8" = 1'-0"
U SECTION
NOTES
1. See information drawings for existing structural dimensions and layout.
2. See (62061) for Demolition Outline and Extents.
3. Baffle and slide gates and equipment not shown.
See (62219) for details and installation.
4. See (62085) and (62086) for Joint Details.
5. See (62156), (62157), (40-D-60003) and (40-
D-60004) for Concrete Outline and Reinforcement General Notes and Abbreviations.
6. See (62154) and (62155) for Design Data.
7. See (62137) for Outlet Channel reinforcement.
8. See (62200) for Miscellaneous Metalwork (not shown)
9. Match slope of existing slab.
10. Excavation not shown. See (62052) and (62056) for details. See (62037) for grading plan of compacted backfill. See (62039) for gravel surfacing.
CLARK LARSEN, P.E.
8'-0"32'-3"
El. 5096.50
1' -1
T y p
El. 5092.00
FLOW
Hydrodemolition extents, see Note 2
Slide gate blockout
Slide gate not shown
Lean concrete, see (62080)
1' -6
1'-6"
El. 5088.00
Slide gate wall blockout
1'-0"
6' -0
6"2 ' -6
" Field verify El.
1'-0" 2'-0"
1' -8
6'-6"
Retrofit waterstop, Typ. (see Note 4)
Retrofit waterstop in Fish Return Channel high wall, see Note 4
Retrofit waterstop in Sluice Channel wall, see Note 4
Existing strut, Typ. El. 5098.00
El. varies, see Note 9
EJ3
CJ
CJ
CJ
CJ, El. 5091.00
CJ
Outlet Channel Gate Structure
Existing lean concrete not shown
El. 5092.00
1' -6
32'-3" 8'-0"
1'-6" 6'-6"
FLOW
Weir plates not shown, see (62413) Slide gate not shown 4'
-0
1'
- 1
6"
Lean concrete, see (62080)
Slide gate wall blockout
El. 5088.00
El. 5084.50
7'-0"
1'-0"
Field verify El.
El. 5096.50
El. 5098.00
Retrofit waterstop, Typ. (see Note 4)
Hydrodemolition extents, see Note 2
1' -8
1'-0"
El. 5088.00
EJ3
EJ3
EJ3
EJ3 CJ
Ct. J
Outlet Channel Gate Structure
CJ
OCJ
El. varies, see Note 9
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
K. MUCKEY
CLARK LARSEN
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
CONCRETE OUTLINE
SECTIONS
1695-D-62135
0 2' 4' 6'
Scale: 3/8" = 1'-0"
62124 Scale: 3/8" = 1'-0"
V SECTION
SHEET 17 OF 18
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
62124 Scale: 3/8" = 1'-0"
W SECTION
NOTES
1. See information drawings for existing structural dimensions and layout.
2. See (62061) for Demolition Outline and Extents.
3. Baffle and slide gates and equipment not shown.
See (62219) for details and installation.
4. See (62085) and (62086) for Joint Details.
5. See (62156), (62157), (40-D-60003) and (40-
D-60004) for Concrete Outline and Reinforcement General Notes and Abbreviations.
6. See (62154) and (62155) for Design Data.
7. See (62137) for Outlet Channel reinforcement.
8. See (62200) for Miscellaneous Metalwork (not shown)
9. Match slope of existing slab.
10. Place vertical construction joints in slab and walls every 30ft downstream of the Outlet Channel Gate Structure.
CLARK LARSEN, P.E.
FLOW
Hydrodemolition extents, see Note 2
3'-6"
1' -1
TOC, El. 5088.00
Fish Return Channel Wall
End of existing Outlet Channel Structure
Existing strut, Typ.
Match existing slope, see Note 9
1' -1
FLOW
TOC, El. 5088.00
Fish Return Channel Wall
Hydrodemolition extents, see Note 2
Existing strut, Typ.
Match existing slope, see Note 9
FLOW Fish Return Channel Wall
TOC, El. 5088.00
Existing strut, Typ.
FLOW
6'-0"
2' -6
Existing strut, Typ.
Access ladder (not shown), see Note 8
Flowmeter platform (not shown), see Note 8)
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
K. MUCKEY
CLARK LARSEN
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
CONCRETE OULTINE
SECTIONS
1695-D-62136
62126 Scale: 3/8" = 1'-0"
Y SECTION
62126 Scale: 3/8" = 1'-0"
X SECTION
62126 Scale: 3/8" = 1'-0"
Z SECTION
62126 Scale: 3/8" = 1'-0"
AA SECTION
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
0 2' 4' 6'
Scale: 3/8" = 1'-0"
SHEET 18 OF 18
NOTES
1. See information drawings for existing structural dimensions and layout.
2. See (62061) for Demolition Outline and Extents.
3. Baffle and slide gates and equipment not shown.
See (62219) for details and installation.
4. See (62085) and (62086) for Joint Details.
5. See (62156), (62157), (40-D-60003) and (40-
D-60004) for Concrete Outline and Reinforcement General Notes and Abbreviations.
6. See (62154) and (62155) for Design Data.
7. See (62137) for Outlet Channel reinforcement.
8. See (62200) for Miscellaneous Metalwork (not shown)
9. Match slope of existing slab.
10. Place vertical construction joints in slab and walls every 30ft downstream of the Outlet Channel Gate Structure.
CLARK LARSEN, P.E.
62396
Existing pumping plant not shown
62398
62399 5 62401
Outlet Structure
Outlet Control Structure
CL. Outlet Channel, see Note 1
CL. Settling Channel, see Note 1
CL. Outlet Structure, see Note 1
62397
62410
62400
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
K. MUCKEY
CLARK LARSEN, P.E.
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
PARTIAL PLAN
1695-D-62137Scale: 1/8" = 1'-0"
PARTIAL PLAN - OUTLET CHANNEL REINFORCEMENT 0 4' 8' 16'
Scale: 1/8" = 1'-0"
KEY PLAN
SHEET 1 OF 17
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
NOTES
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-
D-60004) for Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Baffle and slide gates and equipment not shown, see (62219) for details and installation.
10. Horizontal wall bars may be placed closest to face of concrete wall
CLARK LARSEN, P.E.
B 62402
D 62403
A 62402
F 62404
E 62404
FLOW
CL. Settling Channel, see Note 1
C 62403
Existing River Water Pump House not shown
Downstream, see (62398)
G 62405
Reinforcement not shown, see (62111)
6@ ew e f
6@ ew e f
Existing stoplog slot, Typ.
Upstream, see (62111) Slide gate blockout, Typ.
EJ3
EJ3
VIEW NOTE: Bottom slab not shown for clarity
EJ3
EJ3
EJ4
EJ4
Wall reinf. not shown, see (62397)
Wall reinf. not shown, see (62397)
Wall reinf. not shown, see (62397)
Wall reinf. not shown, see (62397)
Wall reinf. not shown, see (62410)
Wall reinf. not shown, see (62398)
Wall reinf. not shown, see (62398)
CJ
CJ, see Note 9
CJ, see Note 9
#6@12" ew ef
CJ, see Note 9
CJ, see Note 9
CJCJ
See Note 2, Typ.
#6@12" grouted anchor bar ef
#6@12" grouted anchor bar ef
#6@12" grouted anchor bar ef
#6@12" grouted anchor bar ef
CJ
CJ
CJ
#6 grouted anchor bars
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. Matthews
K. Muckey
CLARK LARSEN, P.E.
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
DETAIL
1695-D-62396
62137 Scale: 1/2" = 1'-0"
1 DETAIL - EL. 5098.00
0 1' 2' 4'
Scale: 1/2" = 1'-0"
SHEET 2 OF 17
NOTES
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-
D-60004) for Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Baffle and slide gates and equipment not shown, see (62219) for details and installation.Horizontal wall bars may be placed closest to face of concrete wall
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
CLARK LARSEN, P.E.
62402
D 62403
A 62402
F 62404
E 62404
62411
62411
Existing EJ
#6@12" S/L J
Existing River Water Pump House not shown
Reinf. not shown, see (62111)
#6@12"
#6@12"
3-#6 eq. spc. ef
#6@12" ef
#6@12"
9-#6 verts.
FLOW
C 62403
CJ, see Note 9 CJ, see Note 9
G 62405
6@ ew e f
#6@12" ew ef
#6@12"
#6@12" tie bar
3-#6 eq. spc. ef
#6@12" ef
#6
S/L J
EJ3
EJ3
EJ3
#6@12"
CJCJ
CJ
Retrofit waterstop, Typ.
EJ3
EJ4
EJ3
EJ3
EJ3
Reinf. not shown, see (62398)
Reinf. not shown, see (62398)
Reinf. not shown, see (62398)
#6@12"
FLOW
CJ
EJ2
EJ2
#6
CJ
EJ2
EJ4
EJ3
EJ2
CJ, see Note 9
#6
#6
#6
#6@12" ew ef
Ct.J
Reinf. not shown, see (62410)
AA
62402
AA
62402
SIM
CJ
CJ
EJ4
CJ
CJ
CJ
CJ
CJ2
CJ
CJ
#6@12" ew ef
CJ, see Note 9 #6@12" ew ef
#6@12"
#4@48" grouted anchor bars ew 62411
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
K. MUCKEY
CLARK LARSEN
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
DETAIL
1695-D-62397
62137 Scale: 1/2" = 1'-0"
2 DETAIL - EL. 5094.50
0 1' 2' 4'
Scale: 1/2" = 1'-0"
SHEET 3 OF 17
NOTES
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-D-60004) for
Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Baffle and slide gates and equipment not shown, see
(62219) for details and installation.
10. Horizontal wall bars may be placed closest to face of concrete wall and vertical bars may be placed further from face.
CLARK LARSEN, P.E.
J 62406
K 62406
FLOW
Tie bars not shown for clarity, Typ.
L 62407
M 62407
Upstream, see (62397)
EJ2
(Slab)
EJ3
EJ3
EJ3
EJ3
EJ3
EJ3
EJ4
EJ4
EJ3
EJ3
#8 ef, see (62407)
S ti rr u p
S ti rr u p s
#8 ef, see (62407)
Wall reinf. not shown, see (62410)
Wall reinf. not shown, see (62410)
EJ2
EJ3
(Slab)
Wall reinf. not shown, see (62410)
Wall reinf. not shown, see (62410)
EJ2
(Slab)
EJ2
(Slab)
EJ3
(Slab)
EJ2
AB
62406
EJ4
#6@12" ew ef
CJ
CJ
CJCJ
CJ
CJ
EJ3 CJ
CJ
#6@12" ew ef
AC
T y p e w e f
Stagger splices per ACI requirements, Typ.
6@ ew e f
6'-5", Typ.
.0
T y p
2'-6", Typ.
#6 tie bars@12" ew ef, Typ.
e w e f, T y p
D
C
B
D
C
B
A
A
S A F E T Y
A L W
A Y S T
H
IN
K
B U
R E A U
O F R
E C L A M
A T
IO
N
U .S
D
E P A R T M
E N
T O
F T
H E I
N T E R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A L L U
P W
A T E R S
U P P L Y P
R O
JE
C T
N E W
M E X
IC
O
S A N
J U
A N
L A T E R A L
R E A C H
IN
T A K E A
N D
R
IV
E R P
U M
P
IN
G P
L A N
T
E. MATTHEWS
K. MUCKEY
CLARK LARSEN
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
DETAIL
1695-D-62398
SHEET 4 OF 17
62137 Scale: 1/2" = 1'-0"
3 DETAIL - EL. 5098.00
R E V N
O
S T A
D
-0
-1
C la rk L a rs e n
P .E
U p d a te d w o rd in g t o m a tc h s p e c if ic a ti o n s u p d a te d s o m e r e b a r la y o u ts re m o v e d e x tr a n e o u s l in e w o rk a d d e d c le a n o u t in fo rm a ti o n a n d a d d e d e x tr a d e ta il s th ro u g h o u t d ra w in g s f o r re b a r c la ri ty
0 1' 2' 4'
Scale: 1/2" = 1'-0"
NOTES
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-D-60004) for
Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Baffle and slide gates and equipment not shown, see
(62219) for details and installation.
10. Horizontal wall bars may be placed closest to face of concrete wall and vertical bars may be placed further from face.
11. For reinforcement plan at El. 5085, see (62410).62398 Scale: 3/8" = 1'-0"
AC SECTION
CLARK LARSEN, P.E.
P 62408
R 62408
T 62409
U
Q 62408
Reinforcement not shown, see (62413)
Slide gate blockout
Slide gate blockout
Hydrodemolition extents
Hydrodemolition extents
Hydrodemolition extents
Hydrodemolition extents
2- #6 grouted anchor bars
FLOW
FLOW
FLOW
CL. Outlet Channel
S 62409
#6@12" ew ef
(62398)
#6@12" ew ef
Face of wall Face of corbel
Face of wall Face of corbel
CJ, see Note 9
OCJ, see Note 9
Existing strut not shown for clarity, Typ.
EJ3
EJ3
EJ2
EJ3
EJ3
EJ2
EJ2
EJ3
EJ3
Upstream, see
Upstream, see (62398)
#6@12" ew ef
#6@12" ew ef
#6@12" grouted anchor bars
2- #6 grouted anchor bars
CJ
CJ
Ct.J
#6@12" grouted anchor bars
Downstream, see (62401)
#6 grouted anchor bars #6 grouted anchor bars
#6@12' ew ef
#6@12" grouted anchor bars
1'-8" 1'-8" 1'-8"1'-8"
CJ CJ
CJ
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
EARL MATTHEWS
CLARK LARSEN, P.E.
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
DETAIL AND SECTION
1695-D-62399
62137 Scale: 1/2" = 1'-0"
5 DETAIL - EL. 5098.00
Scale: 1" = 1'-0"U SECTION 0 1' 2'
Scale: 1" = 1'-0"
0 1' 2' 4'
Scale: 1/2" = 1'-0"
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
NOTES
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-
D-60004) for Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Slide gates and equipment not shown, see
(62219) for details and installation.
10. Horizontal wall bars may be placed closest to face of concrete wall
SHEET 5 OF 17
VIEW NOTE: Section is symmetric about CL. Outlet Channel
CJ
CJ
CLARK LARSEN, P.E.
P 62408
R 62408
T 62409
62400
Q 62408
Slide gate blockout S
62409
#6@12"
4- #6
(62398) #6@12" ew ef
#6@12" ew ef
EJ3
EJ3
EJ3
EJ3
EJ3
EJ2
EJ3
EJ2
EJ2
Upstream, see
Reinf.
not shown
Reinf.
not shown
Reinf.
not shown
See Note 2, Typ.
See Note 2, Typ.
#6@12" ew ef
CJ, see Note 9
CJ
CJ
#6@12" ew ef
#6@12"
Reinforcement not shown, see (62413)
Hydrodemolition extents Hydrodemolition extents
Hydrodemolition extents Hydrodemolition extents
#6@12" ew ef
5 - #6
CJ2
OCJ, see Note 9 Ct.J
CJ
CJ
CJCJ
Downstream, see (62401)
4 - #6
1'-0"
#6@12" grouted anchor bar, Typ.
Retrofit waterstop
CJ2
1' -6
9"
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
K. MUCKEY
CLARK LARSEN, P.E.
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
DETAILS
1695-D-62400 0 1/2' 1' 1 1/2'
Scale: 1 1/2" = 1'-0"
62137 Scale: 1/2" = 1'-0"
6 DETAIL - EL. 5085.00
62400 Scale: 1 1/2" = 1'-0"
10 DETAIL
0 1' 2' 4'
Scale: 1/2" = 1'-0"
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
NOTES
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-
D-60004) for Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Slide gates and equipment not shown, see
(62219) for details and installation.
10. Horizontal wall bars may be placed closest to face of concrete wall
SHEET 6 OF 17
CLARK LARSEN, P.E.
V 62409
Hydrodemolition extents
Hydrodemolition extents Hydrodemolition extents
Hydrodemolition extents
Hydrodemolition extents
Hydrodemolition extents
CL. Outlet Structure, see Note 1
CL. Outlet Channel, see Note 1
V 62409
SIM
V 62409
SIM
W
62409
#6@12" ew ef
#6@12" ew ef
#6@
" e w e f
#6@
" e w e f
#6@12" ew ef
Existing strut not shown, Typ.
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
K. MUCKEY
CLARK LARSEN, P.E.
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
DETAIL
1695-D-62401
62137 Scale: 3/8" = 1'-0"
7 DETAIL - EL. 5098.00
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
0 2' 4' 6'
Scale: 3/8" = 1'-0"
NOTES
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-
D-60004) for Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Slide gates and equipment not shown, see
(62219) for details and installation.
10. Horizontal wall bars may be placed closest to face of concrete wall.
11. Place vertical construction joints in slab and walls every 30ft downstream of the Outlet Channel Gate Structure.
SHEET 7 OF 17
CLARK LARSEN, P.E.
62411
CJ CJ
6@ ew e f
6@ ew e f
CJ CJ
CJCJ
2" cl r.
Ty p.
Hydrodemolition extents
CJ
CJ
#6@12", Typ.
See Note 11
#6 Tie bar @12", Typ.
CJCJ
62411
6@
' e w e f
#6@12" ew ef
Ty p.
2" c lr
6@ ew e f
CJ
CJCJ
#6@12" ew ef
6@ ew e f
62411
2-#6 beneath blockout
#6@12", see Section E on (62404)
Hydrodemolition extents
Slide gate blockout
CJ
CJ2
#6@12", Typ.
2'-4"
El. 5087.92
CJCJ
Wall reinf.
not shown
Wall reinf.
not shown
2 - #6 beneath blockout
2" clr. 2" clr.
Slide gate blockout
Hydrodemolition extents
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
K. MUCKEY
CLARK LARSEN, P.E.
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
SECTIONS
1695-D-62402
0 2' 4' 6'
Scale: 3/8" = 1'-0"
62396 Scale: 3/8" = 1'-0"
B SECTION
62396 Scale: 3/8" = 1'-0"
A SECTION
SHEET 8 OF 17
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
NOTES
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-
D-60004) for Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Slide gates and equipment not shown, see
(62219) for details and installation.
10. Horizontal wall bars may be placed closest to face of concrete wall.
11. Reinforce openings according to 40-D-60004.
62397 Scale: 3/4" = 1'-0"
AA SECTION
CLARK LARSEN, P.E.
62411 12 62411
CJ 2"
c lr
T yp
CJ
6@ ew e f
CJ
6@ ew e f
CJ
CJCJ
CJ
CJ
Hydrodemolition extents #6@12", Typ.
gr ou te d an ch or b ar s@
T yp
.1' -0
M in
1' -0
M in
#6 Tie @12"
CJ CJ
#6 Tie @12"
6@ ew e f
6@ ew e f
2" c lr
T yp
CJ CJ
Hydrodemolition extents #6@12", Typ.
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
E.MATTHEWS
CLARK LARSEN, P.E.
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
SECTIONS
1695-D-62403
62396 Scale: 3/8" = 1'-0"
D SECTION
62396 Scale: 3/8" = 1'-0"
C SECTION
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
0 2' 4' 6'
Scale: 3/8" = 1'-0"
NOTES
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-
D-60004) for Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Slide gates and equipment not shown, see
(62219) for details and installation.
10. Horizontal wall bars may be placed closest to face of concrete wall.
SHEET 9 OF 17
CLARK LARSEN, P.E.
Slide gate blockout
Slide gate blockout
#6@12" ew ef
2 - #6, see Note 11
6@ ew e f
#6@12" ew ef #6@12" ew ef
6@ ew e f
CJ
Diagonal reinforcement not shown, see 40-D-60004
Diagonal reinforcement not shown, see 40-D-60004
CJ
CJ
CJ, see Note 9 CJ, see Note 9
2 - #6, see Note 11#6@12", Typ.
#6@12", Typ.
CJ
EJ2 CJ
CJ
CJ
EJ4
EJ2
CJ
Existing lean concrete
FLOW
#6@12" ew ef, Typ. #6@12" ew ef, Typ.
6@ ew e f
Diagonal reinforcing bars not shown, see 40-D-60004.
CJ
S/L J 2", Typ.
#6@12"
2 - #6 beneath blockout, see Section A on (62402)
Existing lean concrete Existing lean concrete
CJ
62411
CJ
62411
20 SIM
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
K. MUCKEY
CLARK LARSEN, P.E.
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
SECTIONS
1695-D-62404
0 2' 4' 6'
Scale: 3/8" = 1'-0" 62396 Scale: 3/8" = 1'-0"
F SECTION
62396 Scale: 3/8" = 1'-0"
E SECTION
SHEET 10 OF 17
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
NOTES
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-
D-60004) for Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Slide gates and equipment not shown, see
(62219) for details and installation.
10. Horizontal wall bars may be placed closest to face of concrete wall.
11. 2-#6 bars beneath blockout. See section AA on
(62402).
CLARK LARSEN, P.E.
Reinf. not shown, see (62118)
FLOW
#6@12" ew ef
Ct.J
#6@12" ew ef#6@12" ew ef
Reinf. not shown, see (62406)
#6@12" ew ef
CJCJ
EJ3 EJ3
Weir plates not shown
CJ, see Note 9 CJCJ, see Note 9
EJ4
EJ4
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
E. MATTHEWS
CLARK LARSEN, P.E.
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
SECTIONS
1695-D-62405
62396 Scale: 3/8" = 1'-0"
G SECTION
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
NOTES
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-
D-60004) for Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Slide gates and equipment not shown, see
(62219) for details and installation.
10. Horizontal wall bars may be placed closest to face of concrete wall.
0 2' 4' 6'
Scale: 3/8" = 1'-0"
SHEET 11 OF 17
CLARK LARSEN, P.E.
#6 tie bar @ 12", Typ.
CJ
CJEl. 5091.00
#6@12" ew ef
6@ ew if ve rt
.b ar s@ 6" o f ho ri z.
ba rs
6" o f
6@ ew if ve rt
.b ar s@ 6" o f ho ri z.
ba rs
6" o f
6@ ew e f
6@ ew e f
#6@12" tie bars, Typ.
3' -0
T yp cr os s ti es
T yp
See Note 12
#6@12", Typ.
See Note 12
#6@12" ew ef
6@ ew if ve rt
.b ar s@ 6" o f ho ri z.
ba rs
6" o fCJ CJ CJ
6@ ew e f
6@ ew e f
6@ ew if ve rt
.b ar s@ 6" o f ho ri z.
ba rs
6" o f
#4 ties@12" cr os s ti es
T yp
CJ, Typ.
3' -0
T yp
#6@12" tie bars, Typ.
CJ
Ti es
6@ e w e f
#6 Ties @12"
Reinf. not shown, see (62407)
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
BLAKE BIETHMAN
CLARK LARSEN
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
SECTIONS AND DETAILS
1695-D-62406
62398 Scale: 3/8" = 1'-0"
K SECTION
0 2' 4' 6'
Scale: 3/8" = 1'-0"
62398 Scale: 3/8" = 1'-0"
J SECTION
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
0 1' 2'
Scale: 1" = 1'-0"
NOTES
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-
D-60004) for Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Slide gates and equipment not shown, see
(62219) for details and installation.
10. Horizontal wall bars may be placed closest to face of concrete wall.
11. See (62103) for cross tie bending detail.
12. Reinforcement into lean concrete not shown. see
(62082) for details.
SHEET 12 OF 17
62398 Scale: 3/4" = 1'-0"
AB SECTION 0 1' 2' 3'
Scale: 3/4" = 1'-0"
CLARK LARSEN, P.E.
Reinforcement not shown, see Detail 14
M in c ro s s t ie s
#5 cross ties@12"
M in
T y p
#5 cross ties@12"
Reinforcement in lean concrete note shown, see (62082)
"M in
T y p
EJ3
EJ3
Existing lean concrete
2'-0"
#8@6" of
#6@6" of
#6@12" ew if
#6@12" ew ef
62407
Reinforcement in lean concrete not shown, see (62082)
Existing lean concrete
Existing lean concrete
"M in
T y p
"M in
T y p
#5 cross ties@12"
#5 cross ties@12"
EJ3
EJ3
#6@12" if
#6@6" of
#8@12" of
#6@12" ew ef e q s p c e f
2" 8" 2"
#4@12" stirrup
62407 Scale: 1" = 1'-0"
14 DETAIL
D
C
B
D
C
B
A
A
S A F E T Y
A L W
A Y S T
H
IN
K
B U
R E A U
O F R
E C L A M
A T
IO
N
U .S
D
E P A R T M
E N
T O
F T
H E I
N T E R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A L L U
P W
A T E R S
U P P L Y P
R O
JE
C T
N E W
M E X
IC
O
S A N
J U
A N
L A T E R A L
R E A C H
EARL MATTHEWS
EARL MATTHEWS
CLARK LARSEN, P.E.
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
SECTIONS
1695-D-62407 62398 Scale: 3/8" = 1'-0"
M DETAIL
62398 Scale: 3/8" = 1'-0"
L DETAIL
0 2' 4' 6'
Scale: 3/8" = 1'-0"
NOTES
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-
D-60004) for Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Slide gates and equipment not shown, see
(62219) for details and installation.
10. Horizontal wall bars may be placed closest to face of concrete wall.
SHEET 13 OF 17
R E V N
O
S T A
D
-0
-1
C la rk L a rs e n
P .E
U p d a te d w o rd in g t o m a tc h s p e c if ic a ti o n s u p d a te d s o m e r e b a r la y o u ts re m o v e d e x tr a n e o u s l in e w o rk a d d e d c le a n o u t in fo rm a ti o n a n d a d d e d e x tr a d e ta il s th ro u g h o u t d ra w in g s f o r re b a r c la ri ty
CLARK LARSEN, P.E.
CHOU CHA, P.E.
0 1' 2'
Scale: 1" = 1'-0"
Hydrodemolition extents
CL. Outlet Channel, see Note 1
CJ
#6 Tie @12"
6@ ew e f
#6@12", Typ.
CL. Outlet Channel, see Note 1
CJ CJ
#6@12" ew ef
6@ ew e f
CJ CJ
6@ ew e f
CJ CJ
Hydrodemolition extents
2" c lr
T yp
#6@12", Typ.
#6 ties@12", Typ.
CL. Outlet Channel, see Note 1
Reinforce opening according to 40-D-60004, Typ.
CJ
CJ
#6@12" ew ef
2" cl r.
Ty p.
CJ
Hydrodemolition extents
6@ ew e f
2 - #6 beneath blockout #6@12", see Section S on (62409)#6@12", see Section S on (62409)
6@ ew e f
CJ
#6@12", Typ.
#6@12" ew ef
#6@12" grouted anchor bars ef
Slab reinforcement not shown
1' -8
5"
6"
CJ
1'-8"
Slide gate blockout
Existing reinforcement not shown
Demolition extents
#6 grouted anchor bars, see Note 11
#6
#6 ef
6@
2" c lr
T yp
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
K. MUCKEY
CLARK LARSEN, P.E.
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
SECTIONS AND DETAIL
1695-D-62408
62399 Scale: 3/8" = 1'-0"
P SECTION
62399 Scale: 3/8" = 1'-0"
R SECTION
62399 Scale: 3/8" = 1'-0"
Q SECTION
62408 Scale: 1" = 1'-0"
15 DETAIL
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
NOTES
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-
D-60004) for Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Slide gates and equipment not shown, see
(62219) for details and installation.
10. Horizontal wall bars may be placed closest to face of concrete wall.
11. The number of grouted anchor bars will be the same as the number of existing bars cut at the wall face.
VIEW NOTE: Detail symmetric about CL.
62408 Scale: 1" = 1'-0"
16 DETAIL
SHEET 14 OF 17
62408 Scale: 1" = 1'-0"
17 DETAIL
0 1' 2'
Scale: 1" = 1'-0" 0 2' 4' 6'
Scale: 3/8" = 1'-0" 0 1' 2' 3'
Scale: 3/4" = 1'-0"
CLARK LARSEN, P.E.
Overflow weir plates not shown
Stoplog seat blockout
FLOW
#6 Tie @12"
TOC Fish Return Channel high wall
TOC weir wall
6@ ew e f
#6@12"
#6@12" ew ef
#6@12" ew ef
#6@12" ew ef
#6
#6
EJ3
EJ3
EJ3
Reinf. not shown, see (62406)
CJ CJ
OCJ, see Note 9
CJ
CJCt.J (Weir wall)Reinforcement in overflow weir not shown, see (62408)
CJ
#6 Tie @12"
Diagonal corner bars not shown, see 40-D-60004
FLOW
#6@12" ew ef
CJ
#6@12" ew ef
#6@12" ew ef
#6@12" ew ef
TOC Fish Return Channel high wall
#6@12"
#6 #6
CJ
CJ, see Note 9
CJ
CJ
CJ
CJ
CJ
CL. Outlet Channel, see Note 1
Hydrodemolition extents
CJ
CJ
6@ ew e f
6@ ew e f
#6@12" ew ef
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
K. MUCKEY
CLARK LARSEN, P.E.
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
SECTIONS
1695-D-62409
62399 Scale: 3/8" = 1'-0"
T SECTION
SHEET 15 OF 17
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
0 2' 4' 6'
Scale: 3/8" = 1'-0"
0 1' 2' 4'
Scale: 1/2" = 1'-0"
0 1' 2'
Scale: 1" = 1'-0"
62399 Scale: 3/8" = 1'-0"
S SECTION
62401 Scale: 3/8" = 1'-0"
V SECTION
62401 Scale: 1/2" = 1'-0"
W SECTION
NOTES
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-
D-60004) for Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Slide gates and equipment not shown, see
(62219) for details and installation.
10. Horizontal wall bars may be placed closest to face of concrete wall.
CLARK LARSEN, P.E.
Tie bars not shown for clarity, Typ.
#5 Crosstie @12" vert @12" hor., alternate hooks
Retrofit waterstop
Reinf. not shown, see (62397)
Reinf. not shown, see (62397)
EJ2
EJ3
EJ2
EJ3
EJ3
EJ3
EJ4
EJ4
EJ3
EJ3 #5 Crosstie @12" vert @12" hor., alternate hooks, see (62406)
#6@12" ew ef
EJ4
EJ2
EJ2
CJ
CJ
CJ
CJ
CJ
CJ
CJ
EJ3
EJ2
EJ3
EJ3
#6@12" ew if
#8 vert. bars@6" of #6 horiz.bars@6" of
#6@12" ew if
#8 vert. bars@6" of #6 horiz. bars@6" of
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
E. MATTHEWS
CLARK LARSEN, P.E.
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
DETAIL
1695-D-62410
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
0 1' 2' 4'
Scale: 1/2" = 1'-0"
62137 Scale: 1/2" = 1'-0" 4 DETAIL - El. 5085.00
NOTES
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-
D-60004) for Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Slide gates and equipment not shown, see
(62219) for details and installation.
10. Horizontal wall bars may be placed closest to face of concrete wall.
SHEET 16 OF 17
CLARK LARSEN, P.E.
1' -8
4" 4"
#6@12" grouted anchor bar ef
Retrofit waterstop
Wall reinf. not shown
CJ2
2'-6" 6"
Existing embedded metalwork not shown #4@48" grouted anchor bar, Typ.
Wall reinforcement not shown
CJ CJ
Typ.
4'-0"
Ty p.
1' -2
Slab reinforcement not shown
#6@12" grouted anchor bar efTy p.
1' -8
6" 6"
CJ
Slab reinforcement not shown
Ty p.
1' -8
#6@12" grouted anchor bar ef
6"
6"CJ
Slab reinforcement not shown
5"
Ty p.
1' -8
6"
#6@12" grouted anchor bar ef
CJ
1' -8
#6@12" grouted anchor bar
8"
Wall reinforcement not shown
CJ
#6 grouted anchor bar
#6 beneath blockout
Slide gate blockout
1'-8"
1'-8", Typ.
#6 grouted bars@12", Typ.
Slab reinforcement not shown
Wall reinforcement not shown
3 1/2" 11" 3 1/2"
1' -0
4 - #6
1'-6"
CJ2
PVC Retrofit waterstop, Typ.
#5@12" grouted anchor bar ef
#6 bars@12" ef, Typ.
4 - #6
CJ
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
E. MATTHEWS
K. MUCKEY
CLARK LARSEN, P.E
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
OUTLET CHANNEL
REINFORCEMENT
DETAILS
1695-D-62411
62397 Scale: 1" = 1'-0"
8 DETAIL
62397 Scale: 1" = 1'-0"
9 DETAIL
62402 Scale: 1" = 1'-0"
19 DETAIL
62403 Scale: 1" = 1'-0"
12 DETAIL
62403 Scale: 1" = 1'-0"
13 DETAIL
SHEET 17 OF 17
62402 Scale: 1" = 1'-0"
18 DETAIL
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
0 1' 2'
Scale: 1" = 1'-0"
NOTES
1. See information drawings for existing structural dimensions and layout.
2. Existing reinforcement (not shown) to remain in place unless otherwise noted.
3. See (62068) for Demolition Outline and Extents.
4. See (62120) for Concrete Outline.
5. See (62085) and (62086) for Joint details.
6. See (62154) and (62155) for Design Data.
7. See (62156), (62157), (40-D-60003), and (40-
D-60004) for Reinforcement General Notes and Abbreviations.
8. See (62157) for shading and hatching.
9. Slide gates and equipment not shown, see
(62219) for details and installation.
10. Horizontal wall bars may be placed closest to face of concrete wall.
62402 Scale: 1" = 1'-0"
11 DETAIL
62404 Scale: 1" = 1'-0"
20 SECTION
62397 Scale: 1" = 1'-0"
21 SECTION - EL. 5860.00
VIEW NOTE: Symmetrical about CL.of Slab
CLARK LARSEN, P.E.
Plate length, 12 required (with 2 add'l spares)
10'-0"
2' -5
1'-0"2'-8"2'-8"2'-8"1'-0"
0", Typ.
El. 5086.31 El. 5086.31 El. 5086.31
0" Weir wall length
123'-1"
See Note 3
5/8" Slotted hole, Typ.
1/2" Dia. adhesive anchors not shown, Typ.
Plate length, 1 required
2'-11"
A
2'-8"1'-0" 1'-0"2'-8" 8 1/2"1'-6"8 1/2"
El. 5084.85
1/
2"
Ty
p. TOC, Weir wall
2'-8"2'-0"2'-8"2'-8"2'-8"1'-0" 9"1'-6"1'-8 1/2"2'-8" 1'-4"1'-4"
El. 5084.85 4"4"
Weir wall length
123'-1"
4"
1/ 2"
A
Air vent pipe
10' Plate, 8 Anchors
8'-0"
El. 5084.85 El. 5084.85
TOC, Weir wall
Reinf. not shown
3" Dia. Steel pipe
Drill 3" Dia. hole before welding
2'-0"
4"
1/2" Dia. Adhesive carbon steel anchor, see Note 5
2"
6"
1' -0
2"
5/8" Dia. hole
3" Std. steel pipe tee, Galv.
3/16
5/8" Dia. hole
1/4" Weir plate
1/2" Dia. Adhesive carbon steel anchor, see anchor spacing diagram and Note 5
Reinf. not shown
El. 5086.31
El. 5085.67
1/
2" 4"
El. 5084.85
Typ.
5"
Low River Flow (500 cfs)
Low River Flow (250 cfs)
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C
T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
R
EA
C H
IN
TA
K E
A N
D R
IV
ER
P U
M
PI
N G
P
LA
N T
K. MUCKEY
K. MUCKEY
CLARK LARSEN
CLARK LARSEN, P.E.
CHOU CHA, P.E.
Peer Reviewer - SUPERVISORY CIVIL ENGINEER
DENVER, CO 2025-04-09
FISH BARRIER WEIR
PLATES
SECTION, ELEVATION,
AND DETAILS
1695-D-62412
0 1/2' 1' 1 1/2'
Scale: 1 1/2" = 1'-0"
NOTES
1. See specifications for metalwork requirements.
2. Grind all welds smooth.
3. Provide 1/8" gap between weir plate sections and seal gap with silicone sealant.
4. Provide vent pipe every 20' along weir crest, centered on weir plate.
5. See specifications for anchors, adhesive, and hardware. See anchor spacing diagram for locations.
6. Top of weir plate elevations shown for low river flow conditions analyzed.
See Standard Operating Procedures for elevations after construction.
Scale: 1" = 1'-0"
ELEVATION - FISH BARRIER WEIR PLATES
Scale: 1" = 1'-0"
ELEVATION - FISH BARRIER WEIR ANCHOR SPACING
Scale: 3" = 1'-0"
DETAIL - VENT PIPE
Scale: 3" = 1'-0"
DETAIL - VENT PIPE
0 3" 6" 9"
Scale: 3" = 1'-0"
R
EV
N O
S
TA
D
-0 8-
C la rk L ar se n, P
.E
U pd at ed w or di ng t o m at ch s pe ci fic at io ns up da te d so m e re ba r la yo ut s, r em ov ed ex tr an eo us li ne w or k, a dd ed c le an o ut in fo rm at io n, a nd a dd ed e xt ra d et ai ls th ro ug ho ut d ra w in gs f or r eb ar c la ri ty
Scale: 1 1/2" = 1'-0"A DETAIL - ADJUSTABLE WEIR PLATE
SHEET 1 OF 1
CLARK LARSEN, P.E.
El. 5084.50 CL. bolt, Typ.
El. 5084.50
Air vent pipe Top of weir wall
4" 4"4"
1/ 2"
11 1/2" 2'-8" 2'-8" 2'-8" 2'-0" 2'-8"
1'-4" 1'-4"
8"2'-8" 2'-8" 2'-8" 1'-7"
1'-4"1'-4"
4" 4"
Weir wall length
31'-3"
10' Plate, 8 Anchors
8'-0"
A
El. 5084.50 El. 5084.50
1/4" Weir plate, Galv.
5/8" Slotted hole, Typ.
1/2" Dia. adhesive anchors not shown, Typ.
See Note 3
El. 5085.98
Top of weir wall
0" 0"
Face of concrete wall
1'-0" 2'-8" 2'-8" 2'-8" 1'-0"
Top of weir wall
Face of concrete wall
1/2"
Weir Wall Lengh
31'-3"
0"
Edge of weir wall
Plate length, 3 required (with 2 add'l spares)
10'-0"
Plate Length
1'-3" Ty p.
2' -5
0"
See Note 3
See Note 3
A
1/4" Weir plate, Typ.
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