J.3 140R1021R0001 Drawings.pdf
PDF 31 MB Posted
- Attached to
- Leavenworth National Fish Hatchery SWISP Phase I
- Solicitation number
- 140R1021R0001
About this file
This document provides details on a federal solicitation and related file. The solicitation number 140R1021R0001 is for the Leavenworth National Fish Hatchery Surface Water Intake Fish Screen and Fish Passage Project Phase I opportunity issued by the Department of the Interior Bureau of Reclamation. The description indicates the solicitation is for Phase I of a project to install a new fish screen and fish passage infrastructure at the Leavenworth National Fish Hatchery intake. An accompanying file named J.3 140R1021R0001 Drawings.pdf contains project drawings but no other content information is provided.
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Text version
lfleming Text Box Section J.3
N:199850.00N:199850.00
N:199650.00
N:199750.00
N:199550.00 N:199550.00N:199550.00
N:199649.42 E:1674838.0682
N:199665.42 E:1674885.5183
0 20' 40'10'
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OVERVIEW SITE
PLAN
DENVER, CO 2020-07-10
222-D-60262
Fish screen structure
NOTES
1. Elevations shown are NAVD88 datum.
2. NAD83 Washington State Planes, North Zone, US Foot. WA83-NF coordinate system.
Retaining wall
Tapered retaining wall
Notch
Existing low-head diversion dam
Pipe intake and sluice management area (former gatehouse)
Low-flow boulder weir fishway
Sluiceway pipe
Intake operations and maintenance area
Roughened channel
Icic le C ree k R oad
Hills ide
Icicle Creek
Icicle Creek
Acce ss road
Toe of roughened channel
Icicle Creek Road
Intake pipeline
Existing pipeline rehabilitation work done by others
Ordinary High Water Mark (OHWM)
Ordinary High Water Mark (OHWM)
Ordinary High Water Mark (OHWM)
Ordinary High Water Mark (OHWM)
Crest of roughened channel
Toe of roughened channel
Existing culvert
Existing powerpole
Existing powerpole Existing overhead powerlines
0.00%
L1
L2
C1
C2
L3
L4
L5
0 20' 40'10'
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ACCESS ROAD
PLAN AND PROFILE
DENVER, CO 2020-07-10
NOTES
ABBREVIATIONS
6.06.0
EXCAVATION EXCAVATION
2 %
2.0
2 %
6.06.0
EMBANKMENT EXCAVATION
2 % 2 %
2.02.5
6.06.0
EMBANKMENT EXCAVATION
2 %
2.0
2 %
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ACCESS ROAD
SECTIONS AND DETAILS
DENVER, CO 2020-07-10
NOTES
-1 0.0
-34.6%
N88° 34' 53.60"E 132.90'
E: 1674887.89 N: 199642.44
R: 40.00'
R: 20.00'
E: 1674878.78 N: 199642.21
E: 1674862.36 N: 199608.43
E: 1674863.59 N: 199595.3615
9.07' S88° 44' 23.90"W
28.54' S10° 02' 44.71"E
0 10' 20'
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P A S S A G
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ROUGHENED CHANNEL
AND
BOULDER PLACEMENT
PLAN
DENVER, CO 2020-07-10
222-D-60276
ICICLE CREEK
Label Easting (ft) Northing (ft) Height Above Bed (ft)
A 1674919 199676 7 B 1674948 199674 4 C 1674980 199678 3 D 1674991 199638 3 E 1674989 199628 3 F 1674976 199614 4 G 1674970 199623 5 H 1674972 199633 2 I 1674957 199606 4 J 1674949 199612 4 K 1674952 199636 4 L 1674933 199638 5 M 1674928 199629 4 N 1674936 199622 4 O 1674931 199609 4 P 1674926 199600 4 Q 1674934 199593 4 R 1674908 199597 7 S 1674899 199602 2 T 1674903 199611 8 U 1674915 199622 6 V 1674907 199630 6 W 1674881 199615 5 X 1674876 199607 6
Boulder A
Boulder B
Boulder C
Boulder W
Boulder X
Boulder Y
Boulder T
Boulder S Boulder R
Boulder V
Boulder U Boulder O
Boulder P
Boulder Q
Boulder L
Boulder M
Boulder N
Boulder J Boulder I
Boulder F
Boulder G
Boulder H
Boulder K Boulder D
Boulder E
ROUGHENED CHANNEL BOULDER LOCATIONS
New Weir Crest
2' min., 4' max., Typ.
Existing boulder, Typ.
NOTES
1. Elevations shown are NAVD88 datum.
2. For riprap layer requirements, see
Specifications.
3. For requirements on weir rocks, see
Specifications.
4. Maximum width, height and thickness dimensions not to exceed 1.25 times specified diameter.
5. Minimum dimension at least 0.7 times the maximum dimension.
6. Placement of weir rocks shall be done to minimize flat faces of rock placed perpendicular to flow.
7. Eastings and northings are to the approximate center of the boulder. Place as field directed.
ABBREVIATIONS
1. El. equals elevation
2. equals centerline
3. sta. equals station
4. NAVD equals North American
Vertical Datum
5. LWS equals low water surface
Extent of roughened channel
Top of fish screen retaining wall, see (60284)
Low-flow boulder weir fishway, see (60279) and (60280) for details.
Finished ground surface
Roughened channel, boulders not shown
Fishway boulder
1.3%
Low-flow boulder weir fishway, see (60279) and (60280) for details.
Ramp up to crest
Crest and profile of Weir, El. 1194.00, boulders not shown
Fish screen retaining wall
El. 1193.00
Crest of weir, El. 1194.00
Portion of existing weir to be removed
Final surface grade, boulders not shown
Existing surface gradeRamp up to crest See (60279) and
(60280) for details.
Bottom of excavation Bottom of excavation
Existing surface grade El. varies
Upstream river riprap, see (60279) for more details.
2:1
Top of existing weir Low-flow boulder weir fishway, see (60279) and (60280) for details.
Roughened channel, boulders not shown
2.0% 5.7%
Existing sluiceway wall
Existing boulder
Fishway boulder
Low-flow boulder weir fishway, see (60279) and (60280) for details.
Roughened channel
4.4% 4.4%
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P A S S A G
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ROUGHENED CHANNEL
AND
BOULDER PLACEMENT
PROFILE AND SECTIONS
DENVER, CO 2020-07-10
222-D-60277
60276
60276
60276
0 10' 20'
0 10' 20'
0 10' 20'
60276 0 10' 20'
60276 0 10' 20'
60276 0 10' 20'
NOTES
1. Elevations shown are NAVD88 datum.
2. For riprap layer requirements, see
Specifications.
3. For requirements on weir rocks, see
Specifications.
4. Maximum width, height and thickness dimensions not to exceed 1.25 times specified diameter.
5. Minimum dimension at least 0.7 times the maximum dimension.
6. Placement of weir rocks shall be done to minimize flat faces of rock placed perpendicular to flow.
ABBREVIATIONS
1. El. equals elevation
2. equals centerline
3. sta. equals station
4. NAVD equals North American
Vertical Datum
5. LWS equals low water surface
6% slope maximum
-1 0.0
-41.9%
N88° 34' 53.60"E 132.90'
0 10' 20'
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LOW FLOW AND
ROUGHENED CHANNEL
PLAN
DENVER, CO 2020-07-10
222-D-60278
Cylindrical Fish screen structure
Existing diversion weir
-Low flow fish passage channel
Roughened rock ramp channel
ICICLE CREEK
NOTES
1. Elevations shown are NAVD88 datum.
2. Rock ramp placed around existing boulders.
3. Position 8-ft large boulders along roughened channel, see 60276.
4. See 60283 for geology general notes.
Existing boulders to remain in place, see Detail 2 (60279)
Sta. 1+00 Start channel N:199653.06
E: 1674887.13
Sta. 2+33.82 End channel
Existing boulders to remain in place, see Detail 2 (60279)
Existing boulders to remain in placeIntake operations and maintenance area
Pipe Intake/Sluicing Management Area (former gatehouse), see 60269
Extent of roughened channel
Existing boulder weir and drop - Do Not Disturb
Access road, see (60267)
20'
30' 40'
12" concrete slab El. 1206.5, see
(60284)
Large 8-ft diameter boulders
Large 8-ft diameter boulders
30.00
30.00
Layer B riprap
Pipeline not shown, see (60269)
Grad e B rea k
12.00
New diversion weir crest for roughened channel see (60276)
Electrical equipment canopy, see 60293
Toe drain, perforated HDPE
Toe drain daylight to slope, see (60282)
Adjustable log boom, see Specifications
Compacted backfill
Layer C riprap Toe drain, solid HDPE
Toe drain, perforated HDPE
EL
EV
A
TI
O N
STATION
0+78 1+00 2+00 2+68
End of channel Sta. Varies
6.0'
6.0' Typical
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P A S S A G
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ROUGHENED CHANNEL
PROFILE, SECTIONS,
AND DETAILS
DENVER, CO 2020-07-10
222-D-60279
Existing river invert
60278 B
60278 A
Top of weir minimum El. 1194.0'
NOTES
1. Elevations shown are NAVD88 datum.
2. For riprap layer requirements, see
Specifications.
3. For requirements on weir rocks, see
Specifications.
4. Maximum width, height and thickness dimensions not to exceed 1.25 times specified diameter.
5. Minimum dimension at least 0.7 times the maximum dimension.
6. Placement of weir rocks shall be done to minimize flat faces of rock placed perpendicular to flow.
7. Fine gravel fill material in between riprap layers not shown, see specifications.
Riprap extent not shown
ABBREVIATIONS
1. El. equals elevation
2. equals centerline
3. sta. equals station
4. NAVD equals North American
Vertical Datum
5. LWS equals low water surface
Stoplog and guide to be removed
LWS El. 1194.0' Top of rock ramp roughened channel El. varies Layer C riprap
Concreted layer B riprap
Concreted riprap
Layer C riprap
2:1
1:
¼ :1
Rock cut interface
Loose gravel river rock interface
0 10' 20'
1' 2'0
2' 4'1'0
Finished grade
Existing river invert
Existing river invert El. varies
Existing river invert El. varies
2:1
2:1
See Detail 1 for similar riprap tie-in into existing ground
0.5' top of layer B riprap not concreted
1.0' top of layer C riprap not concreted
6% slope maximum
Flow
Layer B riprap
Roughened channel finished grade
Flow
2' 4'1'0 3" 6" 9"060278 C
60278 D
1" 3"0 2" 4"60278
Existing ground El. varies
Roughened Channel El. varies
Loose gravel interface
1:
Layer B riprap
Finished grade
2:1
Existing ground
El. varies
Existing boulder to remain
Layer C riprap
Rock cut interface
1:1
¼ :1
Loose gravel river rock interface
Existing concrete dam
Extent of concreted riprap
3.4:1
See Detail 1 for similar riprap tie-in into existing ground
See Detail 1 for similar riprap tie-in into existing ground
3.0'
Existing large boulder
Existing large boulder
See Detail 1 for similar riprap tie-in into existing ground
6.0'
3.0'
3.0' Concreted layer C riprap
Layer C riprap
6.0'
2:1
Existing ground surface
New crest El. 1194.0'
8 ft boulders not shown
70°0'
2.0' Typical
EL
EV
A
TI
O N
STATION
0+85 1+00 2+00 2+40
Low-flow boulder weir fishway
3'x3'
1.0
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LOW-FLOW BOULDER
WEIR FISHWAY
PROFILE, SECTIONS,
AND DETAILS
DENVER, CO 2020-07-10
222-D-60280
Existing river invert
Concreted boulder weir
5.
3:
60278 E
Top of low-flow notch El. 1193.0
60278
NOTES
1. Elevations shown are NAVD88 datum.
2. For riprap layer requirements, see Specifications.
3. For requirements on weir rocks, see Specificatoins.
4. Maximum width, height and thickness dimensions not to exceed 1.25 times specified diameter.
5. Minimum dimension at least 0.7 times the maximum dimension.
6. Placement of weir rocks shall be done to minimize flat faces of rock placed perpendiculat to flow.
7. Embed chevron boulders minimum 13 of height.
8. Chevron weirs:
8.a. Boulder 1: 3.5' x 4.0' rounded rock, 1 each 8.b. Boulder 2: 3.0' x 3.5' rounded rock, 2 each 8.c. Boulder 3: 2.0' x 3.0' rounded rock, 2 each
2:1
5.0
3.
2:
Top of center boulder See Detail 3
Concreted layer A riprap
Layer C riprap
Low-flow boulder weir fishway
ABBREVIATIONS
1. El. equals elevation
2. equals centerline
3. sta. equals station
4. NAVD equals North American Vertical
Datum
5. LWS equals low water surface
Flow
Layer B riprap
2:1
0 10' 20'
0 10'5'
0 10'5'
8.0
3.0
Concreted layer B riprap
2:1
El. varies
Chevron boulder weirs
Layer A riprap
0.25' top layer A riprap not concreted
Low-flow boulder weir fishway invert
Flow
60278 0 10'5'
12'
Layer A riprap
15' Typical
5.6%
Low-flow notch El. 1193.0
Diversion weir El. 1194.010.0
3.2:1
14.6
Top of fish screen retaining wall El. 1207.5 see (60284)
Layer B riprap 2:1 slope See Section B
Existing river invert El. Varies
1.5 6.0 Typical
5.2
Boulder 1 Boulder 2
Boulder 3
Boulder 1
Boulder 2
Boulder 3
Resting pools See Detail 4
Layer A riprap
4 0 10'5'
2.25 min
4.25
Sculpted pools as directed
3.
2:
1.5:1
Sculpted pools not shown, see Detail 4
8.0
5.0
5.
3:
2.5 1.5
Note: Right bank is 1' lower than left bank
4.5
1'-3"
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LE
V
EA
N W
O R
TH
S
TA
TI
O
N F
IS
H
H A
TC
H
ER
Y
FI
S H
P A S S A G
E
TOE DRAIN
SECTIONS AND DETAILS
DENVER, CO 2020-07-10
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -TECHNICAL SPECIALIST
NOTES
1. See drawing 222-D-60284 for toe drain plan view behind Fish Screen Structure.
2. See drawing 222-D-60278 for toe drain overall plan view.
3. 6" HDPE toe drain to be perforated (or slotted) pipe behind Fish Screen Structure with a 1% slope.
4. 6" HDPE toe drain to be solid pipe beyond Fish Screen Structure with a 1% slope.
5. Install vertical HDPE cleanout at the upstream start of the toe drain pipe. The cleanout will be solid pipe.
60278
60278
60278
JASON WAGNER, P.E.
CHOU CHA, P.E.
ASTM C-33 Sand Filter
ASTM C-33 No. 67 Gravel
6" Perforated (or slotted) HDPE pipe
6" Sand Envelope
6" Gravel Envelope
ASTM C-33 Sand Filter
ASTM C-33 No. 67 Gravel
6" Perforated (or slotted) solid walled HDPE pipe
Symmetrical about 6" S an d
En ve lo pe
6" G ra ve l E nv el op e
6" Gravel Envelope
ASTM C-33 No. 67 Gravel
6" solid walled HDPE pipe
Symmetrical about 6" G ra ve l E nv el op e
Symmetrical about Symmetrical about
Compacted backfill
Roughened channel layer A riprap
2'-3" ASTM C-33 No. 67 Gravel
6" solid walled HDPE pipe
Toe Drain
Toe Drain
Compacted backfill
Roughened channel layer C riprap
See Detail 1 for typical sand and gravel envelope
See Detail 2 for typical gravel envelope
9" Toe Drain
ASTM C-33
No. 67 Gravel 6" solid walled HDPE pipe
See Detail 2 for typical gravel envelope
Roughened channel finished grade
Roughened channel finished grade
Compacted structural backfill
Icicle creek
1" 3"0 2" 4" 1" 2"0
1" 2"0 1" 2"0 1" 2"0
B 60286
FL
O
W
Cylindrical fishscreen, see (60296)
Slide gate, see (60299)
Cylindrical fishscreen, see (60296)
Concrete slab on grade - El. 1206.5 C
60286
3'-0"
1' -0
3'-0"
11'-11"
FL
O
W
Existing weir
2:1
12'-0"
1'-0"
8-inch pipe and cover, see (60270)
D 60286
N 199649.42 E 1674838.08
N 199665.42 E 1674885.52
1'-3"
CL. 6" toe drain, see (60278)
Concrete blockouts for pipe guardrails not shown, for locations see (60290)
Embedded pipe sleeves for removable pipe guard posts not shown, for locations see (60293)
5' -0
5' -0
37'-2 3/4"
18'-5 3/8"
240.00°
19.17°
.0
0°
FLOW
Icicle Creek
1'-0"
1'-2 7/8"
50'-0 7/8"
1' -3
18'-2 5/8"
Embedded pipe sockets for removable pipe guardrails not shown, for locations see (60290)
47'-2 7/8"
1'-0" ±
El. 1188.00
1" E
J (T yp
HP El.
1194.00
LP El. 1188.00 El. 1188.00
El. 1207.00
El. 1207.00
6"
1'-3"
5'-0" 1'-8"
10'-0"
A 60286
27'-6 3/4"
7/
8"
El. 1188.00
El. 1188.00
El. 1207.00
A 60286
1'-8"
1'-3"
Concrete blockouts for pipe guardrails not shown, for locations see (60290)
10'-0"
5'-0"
6" Toe drain continues, see (60278)
1/
8"
El. 1191.68
El. 1188.00
D
C
B
D
C
B
A
RECLAMATION
Managing Water in the West
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
BU
RE
AU
O
F
RE
CL
AM
AT
IO
N U
.S
D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
RI
O
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
CO
LU
M B
IA
B
A
SI
N P
R O
JE
CT
G
RA
VI
TY
D
IV
IS
IO
N
LE
A
V
EN
W O
R
TH
S
TA
TI
O
N
FI
SH
H
A
TC
H
ER
Y
FI
SH
S
CR
EE
N S
TR
U
CT
U
RE
GABRIEL E. LEDEZMA
GABRIEL E. LEDEZMA
CLARK LARSEN
CHOU CHA, P.E.
JASON WAGNER, P.E.
Peer Reviewer - TECHNICAL SPECIALIST
DENVER, CO 2020/07/10
CONCRETE OUTLINES
ISOMETRIC AND PLAN
222-D-60284
PLAN - EL. 1207
2'0 4' 8'
Scale: 1/4" = 1'-0" 2 OF 6
3D ISOMETRIC
1. For drawing index, see (60260).
2. For structural design data and concrete outline notes, see (60283).
3. For general concrete outline notes, see
(40-D-60003).
4. For general reinforcement notes, see
(40-D-60004).
5. For reinforcement, see (60287).
6. Miscellaneous metalworks not shown, see
(60289)
7. For fish screens, see (60296)
8. For slide gate, see (60299)
9. For control points CP, see (60262).
NOTES
FL
O
W
1'-8"
FL
O
W
8'-0"
20'-0"
15'-4 1/2"
EJ
Cr.J
EJ
EJ
Cr.J
19'-4 1/2"
20'-0"
15'-9"
7'-10"
10'-7 1/2"
13'-3 3/4"
18'-7 1/4"
28'-10 1/2"
9'-0"
Cr.J
A
A
B
B
C
C
1'-0"
9'-9"
13'-3 3/4"
1'-0"
10'-9" 10'-9 1/4" 10'-0" 9'-7 1/4"
5'-0"
10'-0"
17'-3"
El. 1188.00
El. 1206.00 (Typ.)
El. 1204.33
El. 1197.51
El. 1191.68
El. 1207.00
1' -0
(T yp .)El. 1207.00
El. 1188.00
El. 1188.00
LP El. 1188.00 HP El. 1194.00
Existing weir
El. 1188.00
9" PVC
waterstop t/ t
CL. expansion joint
CL. waterstop
Sponge rubber filler
Elastomeric sealant
Bond breaker tape
9" PVC
waterstop t/ t
CL. contraction joint
CL. waterstop
CL. 9" PVC
waterstop
6" (Typ.)
D
C
B
D
C
B
A
RECLAMATION
Managing Water in the West
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
BU
RE
AU
O
F
RE
CL
AM
AT
IO
N U
.S
D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
RI
O
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
CO
LU
M B
IA
B
A
SI
N P
R O
JE
CT
G
RA
VI
TY
D
IV
IS
IO
N
LE
A
V
EN
W O
R
TH
S
TA
TI
O
N
FI
SH
H
A
TC
H
ER
Y
FI
SH
S
CR
EE
N S
TR
U
CT
U
RE
GABRIEL E. LEDEZMA
GABRIEL E. LEDEZMA
CLARK LARSEN
CHOU CHA, P.E.
JASON WAGNER, P.E.
Admin Approver - TECHNICAL SPECIALIST
DENVER, CO 2020/07/10
COUNTERFORT AND
CONTRACTION JOINT
PLAN AND SECTIONS
222-D-60285
PLAN - EL.1207
NOTES
0 5' 10'
Scale: 3/16" = 1'-0"
A SECTION B SECTION
C SECTION
1. For drawing index, see (60260).
2. For structural design data and concrete outline notes, see (60283).
3. For reinforcement, see (60287).
4. Reinforcement not shown for clarity.
NTS
NTS NTS
11'-11"
1' -0
Concrete slab on grade ø 2' - 6" ø 2' - 6"
CL. drain 6" pipe Slope=1%
FLOW
2' -6
El. 1206.50 El. 1207.00
El. 1188.00
7/
8" 3'
-8
/8
2' -0
6"
CL. drain pipe continues, see (60278)
El. 1204.33
El. 1197.51
El. 1191.68
3' -0
0" 2'
-0
El. 1188.00
3' -0
CL. drain pipe El. 1193.96
El. 1206.00
FLOW
Concrete slab on grade
6"
El. 1205.67
Pipe to fish hatchery
CL. pipe El. 1190.50
LWS El. 1193.40
1' -0
"El. 1206.50
1' -3
2' -0
6"
3/ 4:
3/4:1
1'-0"
6" drain pipe
1'-0"
100 year flood
1'-3"
CJ
CJ
9' -6
3' -0
1'-8"
El. 1188.00
El. 1207.00
See Note 7, (Typ.)
OCJ
13'-4" 1'-8"
OCJ
1' -0
1'
-0 "2'
-0
2'-8"
1'-0"
1'-8"
2' -0
0"
El. 1206.50
Concrete slab on grade
1'-0"
3/ 4:
3/4:1
6" drain pipe
See Note 7, (Typ.)
5'-0" 10'-0"
1'-3"
1'-0"
3' -0
1'-8"
1" EJ (Typ.)
CJ
OCJ
CJ
9' -6
El. 1188.00
El. 1207.00
13'-4" 1'-8"
OCJ
5'-0"
El. 1188.00
6" opening for drain pipe
1'-8"
Slope to edge of slab
1'-3"
Encase counterfort in concrete slab
3' -0
1'-8"
1'-0"
CJ
CJEl. varies
El. 1207.00 El. 1206.00
See Note 7, (Typ.)
OCJ
13'-4" 1'-8"
OCJ
D
C
B
D
C
B
A
RECLAMATION
Managing Water in the West
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
BU
RE
AU
O
F
RE
CL
AM
AT
IO
N U
.S
D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
RI
O
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
CO
LU
M B
IA
B
A
SI
N P
R O
JE
CT
G
RA
VI
TY
D
IV
IS
IO
N
LE
A
V
EN
W O
R
TH
S
TA
TI
O
N
FI
SH
H
A
TC
H
ER
Y
FI
SH
S
CR
EE
N S
TR
U
CT
U
RE
GABRIEL E. LEDEZMA
GABRIEL E LEDEZMA
CLARK LARSEN
CHOU CHA, P.E.
JASON WAGNER, P.E.
Peer Reviewer - TECHNICAL SPECIALIST
DENVER, CO 2020/07/10
CONCRETE OUTLINES
SECTIONS AND DETAIL
222-D-60286
60284
A SECTION
2'0 4' 8'
Scale: 1/4" = 1'-0"
60284
B SECTION
0 2' 4' 6'
Scale: 3/8" = 1'-0"
1 DETAIL
0 1' 2' 3'
Scale: 3/4" = 1'-0"
60284
C SECTION
0 2' 4' 6'
Scale: 3/8" = 1'-0"
60284
D SECTION
0 2' 4' 6'
Scale: 3/8" = 1'-0"
NOTES
1. For drawing index, see (60260).
2. For structural design data and concrete outline notes, see (60283).
3. For reinforcement, see (60287).
4. For intake pipeline, see (60269).
5. For gate, see (60299).
6. For fish screens, see (60296).
7. Overexcavation may be needed for unsuitable materials like silt. 3 ft. minimum required.
FL
O
W
Slide gate
Concrete slab on grade - El. 1206.50
1'-8" (Typ.)
C 60288
C 60288
60288 2 B
60288
B 60288
#6@1'-0" ef, ew
#4 hoop bar
D 60288
D 60288
FLOW
Icicle Creek
#8@1'-0" ef, ew
Slab on grade
Cr.J
EJ
#6@1'-0" ef
#6
El. 1188.00
El. 1206.00 El. 1207.00
EJCr.J
#6@1'-0" ef
#6@1'-0" ef
#6
#6@ 1'-0"
#8@1'-0" ef, ew
CL. 2'-0"
Ø Hole
#6 smooth dowels, see Note 5
#6
#6@1'-0"
#6@ 1'-0"
El. 1188.00
El. 1207.00
HP El. 1194.00
LP El. 1188.00
El. 1188.00
Existing wall (not shown)
#6 dowels, see Note 5
#6@1'-0"
6@
1' -0
A 60288 El. 1188.00
El. 1207.00
El. 1188.00
El. 1206.00
Cr.J
#8@1'-0" ef,ew
#6 smooth dowels, see Note 5
#6@ 1'-0"
#8@1'-0" ef,ew
A 60288
#8@1'-0" ef, ew
LP El. 1191.68
Floor slab below
D
C
B
D
C
B
A
RECLAMATION
Managing Water in the West
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
BU
RE
AU
O
F
RE
CL
AM
AT
IO
N U
.S
D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
RI
O
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
CO
LU
M B
IA
B
A
SI
N P
R O
JE
CT
G
RA
VI
TY
D
IV
IS
IO
N
LE
A
V
EN
W O
R
TH
S
TA
TI
O
N
FI
SH
H
A
TC
H
ER
Y
FI
SH
S
CR
EE
N S
TR
U
CT
U
RE
GABRIEL E. LEDEZMA
M.SHEPHERD
CLARK LARSEN
CHOU CHA, P.E.
JASON WAGNER, P.E.
Peer Reviewer - TECHNICAL SPECIALIST
DENVER, CO 2020/07/10
REINFORCEMENT
PLAN
222-D-60287
PLAN - REINFORCEMENT
2'0 4' 8'
Scale: 1/4" = 1'-0"
NOTES
1. For drawing index, see (60260).
2. For structural design data and concrete outline notes, see (60283).
3. For concrete outlines, see (60284).
4. For general reinforcement notes, see (40-
D-60004).
5. Grease one side of #6 smooth dowels. Embed dowel 18" on each side.
#6@1'-0" ef, ew
#6@1'-0" ef, ew
#8@1'-0" ef
#6 Ties @ 1'-0"
6@
1- 0" e f
#6 Ties@1'-0"
#8
CJCJ
CJ (Typ.)
#8@1'-0" ef
6@
1' -0 ef
#6 Ties @ 1'-0"
#6 ef
EJ
eq . s pc
3-
6#8@1'-0" ef
El. 1191.68
El. 1188.00
11'-11"
#6@1'-0" (Typ.)
#6@1'-0"#6 Ties @ 1'-0"
#8
Cr.J EJ
#8@1'-0" ef
#6 Ties@1'-0"
6@
1' -0 ef
#6@1'-0" ef, ew
CJ
CL. 2'-6"Ø
Hole for intake pipeline, (Typ.)#
6@ 1'
-0 ef
#8@1'-0" ef
#6
2'-4" (Min.)
#8 ( ), (Typ.)
Add'l #6
6"
#6 ( ), (Typ.)
El. 1207.00
El. 1194.00
El. 1188.00
2' -6
OCJ (Typ.)
CJ
#6 Ties@1'-0"
#8
6@
1' -0 ef
#8@1'-0" ef
#8@1'-0" ef
#6 Ties@ 1'-0" eq . s pc
3-
6#8@1'-0" ef
#6@1'-0"
#6
6@
1' -0
CJ
Reinforcement (not shown), see Section C for details, (Typ.)
El. varies
4-#4 stirrups
#6, welded to primary reinforcement, see Detail 4
Fish Screen, (60296)
#8, primary reinforcement
Reinforcement (not shown), see (60287), for details.
#6, Anchor bar see Detail 4
For wall reinforcement details, see Section C, (Typ.)
1" EJ
1' -2
4" d
#6
#8
#6
CJ
#8
CJ
#6
6@
1' -0 ef
#8@1'-0" ef
Reinforcement (not shown), see (60287) for details.
eq . s pc
#8 eq . s pc
6OCJ OCJ
#8
Reinforcement (not shown), see Section C for details, (Typ.)
CJ
#8
#8
#8
#6( )@1'-0" ef
6(
1' -0
"e f
#6( )@1'-0" ew, (Typ.)
CJ
#4( )@1'-0"
1 1
OCJ
OCJ
CJ
6@
1' -0 ef
#6 #6@1'-0" ef
#6
#6
3-#8, spc.
as shown
#6
3/4"*d d/
3/4"*d d/
Primary reinforcement
Anchor bar Primary reinforcement
Anchor bar d d d/ d d
#8, eq. spc.
#8, Primary reinforcement
Slab on grade
#4 - Stirrups, (not shown)
For wall reinforcement details, see Section C
#6, Anchor bar
See Detail 4
D
C
B
D
C
B
A
RECLAMATION
Managing Water in the West
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
BU
RE
AU
O
F
RE
CL
AM
AT
IO
N U
.S
D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
RI
O
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
CO
LU
M B
IA
B
A
SI
N P
R O
JE
CT
G
RA
VI
TY
D
IV
IS
IO
N
LE
A
V
EN
W O
R
TH
S
TA
TI
O
N
FI
SH
H
A
TC
H
ER
Y
FI
SH
S
TR
U
CT
U
RE
GABRIEL E. LEDEZMA
M. SHEPHERD
CLARK LARSEN
CHOU CHA, P.E.
JASON WAGNER, P.E.
Peer Reviewer - TECHNICAL SPECIALIST
DENVER, CO 2020/07/10
REINFORCEMENT
SECTIONS AND DETAILS
222-D-60288
60287
A SECTION
60287
B SECTION
0 2' 4' 6'
Scale: 3/8" = 1'-0"
3 DETAIL
60287
C SECTION
0 2' 4' 6'
Scale: 3/8" = 1'-0"
2'0 4' 8'
Scale: 1/4" = 1'-0"
60287
D SECTION
0 2' 4' 6'
Scale: 3/8" = 1'-0"
NOTES
1. For drawing index, see (60260).
2. For structural design data and concrete outline notes, see (60283).
3. For concrete outlines, see (60284).
4. For general reinforcement notes, see
(40-D-60004).
1 DETAIL
0 1' 2' 4'
Scale: 1/2" = 1'-0"
4 DETAIL
60287
2 DETAIL
0 1' 2' 4'
Scale: 1/2" = 1'-0"
0 1' 2' 4'
Scale: 1/2" = 1'-0"
NTS
A A
Top of wall, El. 1207.00
Socket mounted pipe guardrail (Typ.), see (60290)
b. to b. of channels
15'-0"
1'-6" 6'-0" 6'-0" 1'-6"
4' -6
3'
-7
8' -1
1'
-8
1 1/2" Metal decking, see Note 4
SL
O
PE
2'-0"2'-0"
1" E
J
CL. W8sCL. HSS columns, W8s, and guard post
CL. HSS columns, W8s, and guard post
W 8x
W
8x
W8x24
W 8x
W
8x
W 8x
W
8x
C8 x1
3.
C8x13.75
C8 x1
3.
C8x13.75
B
B
B
B
SIM
SIM
Removable guard post (Typ.), see (60290)
CL. HSS columns and guard post
CL. Guard posts
Top of concrete slab, El. 1206.50
SL
O
PE
B
B
TYP
G
Electrical equipment (not shown), see (60307)
Socket mounted pipe guardrail, see (60290)
Removable guard post, see (60290)
b. to b. of channels
15'-0"
1'-6"6'-0"6'-0"1'-6"
2'-0" 2'-0"HSS5x5x3/8 HSS5x5x3/8
CL. HSS columns, W8s, and guard post
CL. HSS columns, W8s, and guard post
CL. W8s
C8x13.75
1 1/2" Metal decking, see Note 4
W8x24W8x24 C8x13.75
C8x13.75
W8x24
Inside bend of wall
Rubber closure (Typ.), see Note 4
Top of wall, El. 1207.00
Top of concrete slab, El. 1206.50
Guard post (not shown)
60294
60294
A 60294
b. to b. of channels 8'-0"
4'-0" 4'-0"
8' -5
/2
W8x24
C8x13.75
C8x13.75 W8x24
60294
1 SIM
10" 10" 3'-7" 4'-6"
1" EJ
Electrical equipment (not shown), see (60307)
Socket mounted pipe guardrail (Typ.), see (60290)
Removable guard post (Typ.), see (60290)
CL. HSS Column CL. Guard PostCL. Guardrail
1 1/2" Metal decking, see Note 4
G ro ut
1'-8" 8'-1"
Top of wall, El. 1207.00
Top of concrete slab, El. 1206.50
Rubber closure (Typ.), see Note 4
H
SS
5x 5x
3/
W8x24
D
C
B
D
C
B
A
RECLAMATION
Managing Water in the West
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
BU
RE
AU
O
F
RE
CL
AM
AT
IO
N U
.S
D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
RI
O
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
C O
LU
M
B
IA
B A
SI
N
P R
O
JE
C T
G
RA
VI
TY
D
IV
IS
IO
N
LE
A
V
EN
W O
R
TH
S
TA
TI
O
N F
IS
H
H A
TC
H
ER
Y
FI
SH
S
CR
EE
N
S
TR
U
CT
U
RE
Sara Putnam
Sara Putnam
Kendra Schiell
Olaff G. Huerta, P.E.
Alfred I. Bernstein, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2020-07-10
STRUCTURAL STEEL
ELECTRICAL
EQUIPMENT CANOPY
PLAN AND SECTIONS
222-D-60293
Scale: 1/2" = 1'-0"
PLAN
Scale: 1/2" = 1'-0"A SECTION
NOTES
1. For Drawing Index, see (60260).
2. For Structural Design Data and Loads, see (60283).
3. Do not galvanize structural steel. See Specifications for painting requirements.
4. For details of metal deck, metal deck accessories, and painting requirements refer to Specifications Section 05 12 10 - Structural Steel.
5. For reference, see (60289).
0 1' 2' 4'
Scale: 1/2" = 1'-0"
STRUCTURAL STEEL GENERAL NOTES
Arc-Welding Electrodes: Filler metal and required shielding gases or fluxes shall be per AWS D1.1 with filler metal for steel having a minimum tensile strength of 70,000 psi.
AISC – denotes American Institute of Steel Construction.
ASTM – denotes American Society for Testing and Materials.
AWS – denotes American Welding Society.
b. to b. – denotes back to back.
CJP – denotes complete joint penetration weld.
U.N.O. – denotes unless noted otherwise.
psi – denotes pounds per square inch.
Pl. – denotes plate.
STD – denotes standard.
WP – denotes work point.
SIM – denotes similar.
CL. – denotes centerline.
Scale: 1/2" = 1'-0"B SECTION
All sections and details are typical for all similar conditions.
Reference connection details for work point locations.
Structural Steel ASTM Specification shall be as noted:
Wide Flanges ----------------------------------------- A992 Hollow Structural Sections -------------------------- A500 Gr. B Channels and Plates --------------------------------- A36
Fastener ASTM Specifications shall be as noted:
Structural Bolts --------------------- Group A (F3125 Gr. A325-N)
All structural bolts to include heavy hex nut and hardened washer.
All bolted connections bolt holes are standard oversize per AISC 360 U.N.O.
All post-installed anchors to include heavy hex nut and hardened washer. See drawings for details.
Properly backup all CJP welds with bars or weldments and provide full penetration through the material.
Fabricator shall determine edge preparation and root opening for groove welds U.N.O. Shop detail drawings shall show edge preparation.
6 1/8"
3"3 1/8"
1 1/2"4 5/8"
/8
(F it to
W 8)
7/ 8"
1/
2" 7/
8"
1/
4" 3"
1/
4"
3/8" Pl.
Chamfer as req'd (Typ.)
See Note 4
C8x13.75
1" Setback
W8x24
Metal deck (not shown)
1/4
1/4
SP1
CL. W8 and Pl.
15/16"
Top of channel flush with top of W8 flange
CL. HSS CL. W8 and CC1
B
B
SP2
SP2
Weld access hole as req'd (Typ.)
TYP T & B FLANGE
Metal deck (not shown)
1/4
1/4
W8x24
W8x24
W8x24
CL. W8 and Pl.
CC1
WP
WP
9.46°HSS5x5x3/8
6"
4 1/2" 1 1/2"
6"
1/
2" 3"
1/
2"
3/8" Pl.
See Note 4
1/4
CL. W8s, HSS, and Pl.
CC1
W 8x
W
8x
W8x24
HSS5x5x3/8
WP
11"
5 1/2"5 1/2"
1 1/2"8"1 1/2"
1/
2"
1/ 2"
1/
2" 8"
1/
2"
See Note 3
CL. HSS and Pl.
HSS5x5x3/8 5/8" Pl.
1/4
WP
1/
2" 7"
1/
2"
1' -0
1'-0"
1/2" Pl.
See Note 4
CL. Pl.
2 1/2" 7" 2 1/2"
1 1/2" 2 1/2" 2" 2" 2 1/2" 1 1/2"
1/
2"
1/ 2"
2" 2"
1/
2"
1/ 2"
WP
D
C
B
D
C
B
A
RECLAMATION
Managing Water in the West
A
SA
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DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
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Sara Putnam
Sara Putnam
Kendra Schiell
Olaff G. Huerta, P.E.
Alfred I. Bernstein, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2020-07-10
STRUCTURAL STEEL
ELECTRICAL
EQUIPMENT CANOPY
SECTIONS AND
DETAILS
222-D-60294
Scale: 3" = 1'-0"
SP2 - SHEAR PLATE
60293 Scale: 3" = 1'-0"
1 DETAIL
60293 Scale: 3" = 1'-0"
2 DETAIL
Scale: 3" = 1'-0"
SP1 - SHEAR PLATE
Scale: 3" = 1'-0"B SECTION - CC1
60293 Scale: 3" = 1'-0"
A SECTION
NOTES
1. For Structural Steel General Notes, see (60293).
2. Do not galvanize structural steel. See Specifications for painting requirements.
3. CL. STD Holes in plate for 3/4"ø adhesive anchors with 5" embedment.
4. CL. STD Holes in plate and connected members for 5/8"ø bolts.
0 3" 6" 9"
Scale: 3" = 1'-0"
Scale: 3" = 1'-0"
CC1 - CAP PLATE
(8 REQ'D)
(6 REQ'D)
(2 REQ'D)
(2 REQ'D)
ELEVATION
1 2 3 4 5
D
C
B
A
D
C
B
A
54321
CA
D
S
YS
TE
M
IN
VE
N
TO
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PR
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FE
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IO
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AL
CA
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D
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7/
/2
0, 0:
A M
Sheet 1 of 2
222-D-60296
FISH SCREENS
DENVER, CO 2020-07-10
APPROVED
TECH APPR. Eric Paquette, PE
CHECKED
Adalberto Silos, PE
DRAWN
Allison Lewis
DESIGNED
Allison Lewis
INSTALLATION - PLAN -
ELEVATION
FI
SH
SC
RE
EN
ST
RU
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AV
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W
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H S
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BA
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W A
BU
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CL
AM
AT
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S D
EP
AR
TM
EN
T O
F
IN
TE
RI
O R
AL
W
AY
S
TH
IN
K
SA
FE
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RECLAMATION
Managing Water in the West
FI
SH
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AT
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ER
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Patrick Dawson, PE Mechanical Equipment Group ManagerADMIN. APPROVAL -
A (60297)
A (60297)
B (60297)
B (60297)
Anchor screen tracks to intake structure
NOTES
A. The drawings for the fish screens are shown for the purposes of concept and information only.
B. For operational and design requirements for the fish screens and retrieval tracks, see specifications.
C. All surfaces of the fish screens and fish retrieval tracks that may contact fish shall be free from burrs and welds shall be ground smooth.
D. Coordinate designs and installation with intake pipe installations so the gap between the screens exceeds 1'-3".
LIST OF DRAWINGS
FISH SCREENS
INSTALLATION - PLAN - ELEVATION _ _ _ 222-D-60296
SECTIONS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 222-D-60297
REFERENCE DRAWINGS
INTAKE PIPELINE
PLANS, PROFILES AND DETAIL _ _ _ _ _ _222-D-60270
CONCRETE OUTLINE
ISOMETRIC AND PLAN _ _ _ _ _ _ _ _ _ _ 222-D-60284
MISCELLANEOUS METALWORK GENERAL
INSTALLATION
PLAN AND SECTION_ _ _ _ _ _ _ _ _ _ _ _222-D-60289
FISH SCREEN STRUCTURE SLIDE GATES
30" X 30" SLIDE GATES - SECTION _ _ _ _222-D-60299
10'-8" 10'-8" Retrievable 30" dia.
cylindrical screen
Centerline of intake pipe and screen (60270)
Screen retrieval tracks
Screen retrieval tracks
Retrievable 30" dia.
cylindrical screen
Intake structure wall (60284)
PLAN
(SCREEN WINCHES AND
HYDRAULIC HOSES NOT SHOWN)
1'-3" Gap shown, see Notes
El. 1207.00
El. 1188.00
Slide gate operator (60299)
Slide gate operator (60299)
Guardrail not shown (60289)
Intake pipe centerline El. 1190.50
RIVER FLOW
RIVER FLOW
Retrievable 30" dia.
cylindrical screen
Retrievable 30" dia.
cylindrical screen
Screen control panel cabinet to be located under canopy (60289)
Retrieval track cover plates
PATRICK DAWSON Digitally signed by PATRICK DAWSON Date: 2020.07.10 14:05:45 -06'00'
ERIC PAQUETTE Digitally signed by ERIC PAQUETTE Date: 2020.07.10 11:22:11 -06'00'
SECTION A-A
(60296)
(SCREENS RAISED)
SECTION B-B
(60296)
(SCREENS LOWERED)
1 2 3 4 5
D
C
B
A
D
C
B
A
54321
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7/
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0, 0:
A M
Sheet 2 of 2
222-D-60297
FISH SCREENS
DENVER, CO 2020-07-10
APPROVED
TECH APPR. Eric Paquette, PE
CHECKED
Adalberto Silos, PE
DRAWN
Allison Lewis
DESIGNED
Allison Lewis
SECTIONS
FI
SH
SC
RE
EN
ST
RU
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U
RE
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AV
EN
W
O
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H S
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BU
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CL
AM
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S D
EP
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EN
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IN
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W
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TH
IN
K
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RECLAMATION
Managing Water in the West
FI
SH
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Patrick Dawson, PE Mechanical Equipment Group ManagerADMIN. APPROVAL -
HWS El. 1197.97
LWS El. 1193.40
El. 1188.00
Screen winch, frame, and hoses not shown
Intake pipe (60270)
Provide adjustable seal to fit over track opening when screen is in lowered position
Retrievable 30" dia.
cylindrical screens, raised
Centerline El. 1190.50
Anchor screen retrieval tracks to intake structure wall. Provide shims and/or grout track as required.
Guardrail not shown (60289)
Top of intake structure wall, El. 1207 (60284)
Retrievable 30" dia.
cylindrical screen, lowered centerline El. 1190.50
NOTES
A. The drawings for the fish screens are shown for the purposes of concept and information only.
B. For operational and design requirements for the fish screens and retrieval tracks, see specifications.
C. All surfaces of the fish screens and fish retrieval tracks that may contact fish shall be free from burrs and welds shall be ground smooth.
D. Callouts apply to both sections.
1" Min. clearance in raised position
100 year flood El. 1205.67
ERIC PAQUETTE Digitally signed by ERIC PAQUETTE Date: 2020.07.10 11:24:52 -06'00'
PATRICK DAWSON Digitally signed by PATRICK DAWSON Date: 2020.07.10 14:06:40 -06'00'
PLAN
1 2 3 4 5
D
C
B
A
D
C
B
A
54321
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AM
Sheet 1 of 1
222-D-60298
LEVEL SENSORS
DENVER, CO 2020-07-10
APPROVED
TECH APPR. Eric Paquette, PE
CHECKED
Adalberto Silos, PE
DRAWN
Allison Lewis
DESIGNED
Allison Lewis
INSTALLATION - PLAN
FI
SH
SC
RE
EN
ST
RU
CT
U
RE
LE
AV
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W
O
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H S
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U S
D
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EN
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IN
TE
RI
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AL
W
AY
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TH
IN
K
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RECLAMATION
Managing Water in the West
FI
SH
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AT
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ER
Y
Patrick Dawson, PE Mechanical Equipment Group ManagerADMIN. APPROVAL -
Bubbler level sensor units to be located in electrical cabinet under canopy
LS1 Orifice line installed on intake structure wall upstream of fish screens
NOTES
A. Level sensor location is approximate, final location to be approved by the COR.
B. Ensure mounting brackets do not interfere with fish screen or slide gate installation and operation.
REFERENCE DRAWINGS
CONCRETE OUTLINES
ISOMETRIC AND PLAN _ _ _ _ _ _ _ _ _ _ _ _ 222-D-60284
FISH SCREENS
INSTALLATION - PLAN - ELEVATION _ _ _ _ _ 222-D-60296
Top of intake structure wall, El. 1207.00 (60284)
El. 1188.00, end of bubbler orifice lines to correspond to this elevation
LS2 Orifice line installed on intake structure wall between fish screen 1 retrieval track rails and slide gate
LS3 Orifice line installed on intake structure wall between fish screen 2 retrieval track rails and slide gate
Fish screen 1 (60296)
Fish screen 2 (60296)
PATRICK DAWSON Digitally signed by PATRICK DAWSON Date: 2020.07.10 14:07:43 -06'00'
ERIC PAQUETTE Digitally signed by ERIC PAQUETTE Date: 2020.07.10 11:19:37 -06'00'
11'-11"
El. 1188
El. 1207
Gate C El. 1190.5
Fish screen. See drawing 222-D-60296 and-60297
Locate handwheel
2'-6" to 3'-6" above the deck
L
Guardrail not shown.
Fish screen, retreival tracks, and cover plates not shown.
100 year flood El. 1205.67
LWS El. 1193.40
Fish screen retreival track. See drawing 222-D-60296 and -60297
A 1' 2' 3'0
L
Fish screen retrieval track. See drawing 222-D-60296 and -60297
Stem guide.
See notes
Stem guide.
See notes
L
Fish screen retrieval track cover plates not shown
Actuator
C Stem
C 30" Pipeline and 2 - 30" x 30" Cast iron slide gates seating head = 15.2' unseating head = 0'
C StemL
Grout
30" Square flange, round opening, cast iron E-type thimble
Thimble flange to be drilled to match ANSI Class 125 30-inch flange
Fish screen
2"*
2'-0"*
30-inch backup ring
C 30 inch, SDR 32.5 IPS HDPE Pipe Flange Adapter and HDPE pipe. See drawing 222-D-60270
L
HWS El. 1197.97
NOTES
1. Dimensions marked with an asterisk (*) should be verified by the contractor prior to installation or fabrication.
2. Stem Guides: See specifications for guide spacing and stem diameter requirements.
REFERENCE DRAWINGS
LEAVENWORTH FISH STATION - FISH HATCHERY
INTAKE PIPELINE
INTAKE PIPELINE
PLAN, PROFILES AND DETAIL _ _ _ _ _ _ _ _ _ _ _ 222-D-60270
FISH SCREEN STRUCTURE
CONCRETE OUTLINES
ISOMETRIC AND PLAN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 222-D-60284
SECTIONS AND DETAIL _ _ _ _ _ _ _ _ _ _ _ _ _ _ 222-D-60286
FISH SCREENS
INSTALLATION - PLAN - ELEVATION _ _ _ _ _ _ _ _ 222-D-60296
SECTIONS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 222-D-60297
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
A
LW
A
YS
T H
IN
K
S A
FE
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SHEET
D
C
B
A
D
C
B
A
B U
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F R
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C A D
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2- D
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D A
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TR
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30-INCH X 30-INCH
SLIDE GATES
ELEVATION AND
SECTION
DENVER, CO 2020-07-13
Digitally signed by ANDRES QUINIONES Date: 2020.07.16 08:14:30 -06'00'
SHANNA DURHAM Digitally signed by SHANNA DURHAM Date: 2020.07.16 10:00:57 -06'00'
C 24-inch AWWA C515 buried gate valve, flanged ends, Class 150
SCALE: 1:16
Return channel to Icicle Creek. See Dwg. 222-D-60272
42-inch x 24-inch HDPE eccentric reducer. See note 6
24-inch Pipe, HDPE. See note 6
FLOW
Existing concrete pipe
C 42-inch AWWA C515 buried gate valve, flanged ends, Class 150
60-inch vault to house air valve. See dwg 222-D-60275
C of 3-in air valve L
8'-9 "* Avai lab le s pace betw een 30° W ye and 30° E lbow
30° Elbow, 42-inch HDPE.
See note 6
30° Wye, 42-inch HDPE.
See note 6
Fabricated steel reducer
Steel pipe, 30-inch Sch 5
3'-0"*42-inch x 30-inch HDPE eccentric reducer. See note 6
PI
FL
OW
C of 42-inch HDPE pipe.
See note 7
L
L
L
C 42-inch x 24-inch HDPE eccentric reducer L
27'-6" * approx
NOTES:
1. Ground supporting the Gate Valve to be fully compacted.
Supporting valve by HDPE pipe is not acceptable.
2. Provide nuts, bolts, and gaskets suitable for cold water service.
3. Additional fittings, flanges, or welded joints may be added by the contractor. Installation of additional fittings are subject to the Government's approval.
4. Apply anti-seize lubricant to threads prior to assembly of valves and fasteners.
5. Dimensions marked with an asterisk (*) are to be field verified.
6. See specifications Section 33 11 18 and drawing 222-D-60269 for HDPE pipe and fittings requirements.
7. See drawings 222-D-60269, -60270, and -60272 for HDPE pipe alignment and profile.
REFERENCE DRAWINGS:
LEAVENWORTH STATION - FISH HATCHERY
INTAKE PIPELINE
INTAKE PIPELINE
PLAN AND PROFILES _ _ _ _ _ _ _ _ _ _ _ _ 222-D-60269
SLUICEWAY PIPE
PLAN AND PROFILES _ _ _ _ _ _ _ _ _ _ _ _ 222-D-60272
FISH PASSAGE
MANHOLE WITH AIRVALVE
PLAN, SECTIONS AND DETAILS_ _ _ _ _ _ _222-D-60275
LIST OF DRAWINGS:
LEAVENWORTH STATION - FISH HATCHERY
INTAKE PIPELINE
GATE VALVES - AIR VALVE _ _ _ _ _ _ _ _ _ _ 222-D-60300
24-INCH GATE VALVE_ _ _ _ _ _ _ _ _ _ _ _ _ 222-D-60301
42-INCH GATE VALVE - AIR VALVE _ _ _ _ _ _ 222-D-60302
STEEL PIPE TRANSITION _ _ _ _ _ _ _ _ _ _ _ 222-D-60303
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
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EA
U O
F R
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LA
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A
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LAR M TA IOCE N
C A D
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A ut oC A D
3.
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C A D
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2- D
-6
-R
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LA
S T
S A V
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D A
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LA
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IN
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PI
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LI
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GATE VALVES - AIR
VALVE
PLAN - LIST OF
DRAWINGS
DENVER, CO 2020-07-13
SHANNA DURHAM Digitally signed by SHANNA DURHAM Date: 2020.07.17 16:02:08 -06'00'
LUCAS ADAMS Digitally signed by LUCAS ADAMS Date: 2020.07.17 16:45:27 -06'00'
Return channel to Icicle Creek.
See Dwg.
222-D-60272
24-inch IPS HDPE back up ring, Carbon Steel AWWA C207, Class D
2-inch square nut for stem extension
Valve box
24-inch IPS HDPE back up ring, Carbon Steel, AWWA C207, Class D
2-inch square nut for valve wrenchStem extension
24-inch AWWA C515 buried gate valve, flanged ends, Class 150
Valve key wrench/handwheel
Key wrench/Handwheel must be 2'-6" to 3'-6" above the groundValve Box and concrete collar. Lid not shown. See Section B EL 1196.87*
24-inch flange adapter, IPS SDR
32.5. See note 5
24-inch flange adapter, IPS SDR
32.5. See note 5
C 24-inch HDPE Pipe EL 1188.10 L
FLOW
24-inch dismantling joint with Class D flanges
C 42-inch HDPE Pipe EL 1188.85 L
42-inch x 24-inch HDPE eccentric reducer. See Note 3
1'-2"*
A SCALE 1:12
1'-2"*
C Flanged joint connection to 24-inch AWWA Class 150 buried gate valve
L
8'-03 4" approx length of reducer*
C 24-inch Gate Valve L
Approx. length of flange adapter
Approx. length of flange adapter
24-inch dismantling joint with Class D Flanges C 24-inch
HDPE Pipe. See notes 3 and 4
L
2-inch square nut for stem extension
24-inch AWWA C515 Gate Valve for buried service, manual operator
6'-0" min between reducer and valve*
C 42-inch HDPE Pipe. See notes 3 and 4.
L
60300 SCALE: 1:12
42-inch x 24-inch HDPE eccentric reducer. See note
FLOW
NOTES:
1. Dimensions marked with an asterisk (*) are to be field verified.
2. On nameplate, include:
A. Valve identification number B. Valve size and type (i.e. 24" GV).
C. Valve location (i.e. fill line, drain line).
3. See specifications Section 33 11 18 and drawing 222-D-60269 for HDPE pipe and fittings requirements.
4. See drawings 222-D-60269, -60270, and -60272 for HDPE pipe alignment and profile.
5. Chamfer HDPE flange adapter edge to match ID of mating pipe or flange.
Cast iron valve box
Concrete collar
Gravel surfacing
#4 (Typ.)
6"
EQ
EQ
Cast iron traffic rated lid
2' -0
(T yp
EQ
EQ
WATER
Concrete collar
SCALE: 1:6
VALVE #: 24" GV
INTAKE PIPELINE
FLOW
C Valve box, cover and concrete collar
C Valve box, cover and concrete collar L
L
Etch flow direction into concrete collar
Valve box and collar
Compacted backfill
B SCALE 1:6
VALVE #: 24" GV
INTAKE PIPELINE
FLOW
Exterior aluminum sign (nameplate)
2" Size text
6"
(4) - 14" Ø x 1- 14" zinc plated hammer drive anchors. Install per manufacturer instructions
See Note 2
2 (NTS)
8"
8" (Typ.)
5 8"
Ty p.
2' -0
(T yp
EQ
C Valve box, cover and concrete collar
L
EQ
SCALE: 1:6
Center reinforcement in concrete collar
( ) #4 (Typ.)
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
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B
A
D
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24-INCH GATE VALVE
DETAIL AND SECTION
DENVER, CO 2020-07-13
LUCAS ADAMS Digitally signed by LUCAS ADAMS Date: 2020.07.17 16:46:42 -06'00'
SHANNA DURHAM Digitally signed by SHANNA DURHAM Date: 2020.07.17 16:02:55 -06'00'
1'-9"*
3-inch steel pipe for air valve assembly
1'-9"*
C flanged joint connection to 42-inch AWWA Class 150 buried gate valve
L 42-inch double strap service saddle
A SCALE 1:16
42-inch, IPS HDPE back up ring, Carbon Steel AWWA C207, Class D
42-inch IPS SDR
32.5 HDPE pipe
Flange adapter. See note 4
42-inch IPS HDPE back up ring, Carbon Steel AWWA C207, Class D
Stem extension
2-inch square nut for stem extension
Valve box
42-inch AWWA C515 buried gate valve, flanged ends, Class 150
2-inch square nut for valve wrench
Valve wrench
Key/wrench handle must be 2'-6" to 3'-6" above the ground
EL 1198.35 min*
Valve Box and concrete collar. Lid not shown. See drawing 222-D-60301
Pipe section SDR 17.
See Specifications and Section C
C 42-inch HDPE Pipe EL 1188.85 L
Approx. flange adapter length
C 42-inch HDPE Pipe L
FLOW
60300 (ROTATED) SCALE 1:16
Spur gearing 42-inch double strap service saddle
C Service Saddle port L
60300 3-IN AIR VALVE ASSEMBLY
C 42-inch HDPE Pipe L
3-inch -
ASME
B16.11 Class 3000 steel half coupling
3' -4
9 16
3-inch Std.
steel pipe
3-inch Std.
steel pipe
60-inch ID precast concrete manhole, ASTM C-478, see Dwg 222-D-60275
2' -8
7 8"
PI 3-inch 90° Grooved elbow with two grooved end flexible couplings
PI 3-inch 90° Grooved elbow with two grooved end flexible couplings
42-inch double strap service saddle
S=-0.05 Min.
6" M in
Inside, bottom structure
Inlet to 3-inch ball valve
C Grooved end coupling, flexible ends L
3-inch Air Valve Assembly, see detail
3-inch Extra strong nipple, 6" long
3-inch, ASME B16.11 Class 3000 steel 90° elbow
3-inch - Sch.
40 PVC pipe
Provide pipe to within 6-inches of ground surface
3-inch Ball Valve. See specifications
3-inch Std.
steel pipe
3-inch - ASME B16.11 Class 3000 steel 90° street elbow
3-inch Combination air valve, CWP 150
3-inch Extra strong nipple, provide length as necessary
Provide insulation jacket, see specifications
1 3-INCH AIR VALVE ASSEMBLY
NOTES:
1. Dimensions marked with an asterisk (*) are to be field verified.
2. See specifications Section 33 11 18 and drawing 222-D-60269 for HDPE pipe and fittings requirements.
3. See drawings 222-D-60269, -60270, and -60272 for HDPE pipe alignment and profile.
4. Chamfer HDPE flange adapter edge to match ID of mating pipe or flange.
1'-9"*
42-inch OD, SDR
32.5 HDPE Flange
adapter. See note
42-inch OD, SDR 17
HDPE pipe
See note 4
FLOW
1'-6" min, 2'-0" max
42-inch OD, SDR
32.5 HDPE pipe.
See note 2
C SCALE 1:16
Saddle not shown for clarity
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
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D
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EN
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LAR M TA IOCE N
C A D
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A ut oC A D
3.
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C A D
F
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2- D
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D A
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H H
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PI
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LI
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42-INCH GATE VALVE -
AIR VALVE
DETAIL AND
SECTION
DENVER, CO 2020-07-13
LUCAS ADAMS Digitally signed by LUCAS ADAMS Date: 2020.07.17 16:47:31 -06'00'
SHANNA DURHAM Digitally signed by SHANNA DURHAM Date: 2020.07.17 16:03:33 -06'00'
60300 SCALE 1:10
Existing buried concrete pipe field verify location
Steel pipe ID to match ID of concrete pipe
3'-0"*
30-inch Flange, AWWA C207
Steel pipe, 30-inch Sch 5
Fabricated steel reducer.
See Note 2
Install internal seal where the new steel pipe joins to the existing concrete pipeline. See Notes
1'-6" min.*
30-inch IPS, SDR
32.5 HDPE flange
adapter. See note
30-inch, IPS HDPE backup ring, Carbon Steel, AWWA C207
New steel pipe, 1
4" min wall thickness
Gap as recommended by internal pipe joint seal manufacturer
Existing concrete pipe. Field survey dimensions and pressure class, see specifications
New steel pipe, 4 " min. wall thickness
Internal pipe joint seal
Field verify inner diameter of existing concrete pipe
Steel pipe inner diameter to match concrete pipe
1" 2"0
NOTES
1. Dimensions marked with an asterisk (*) are to be field verified.
2. Provide fabricated steel reducer to match steel pipe ID to existing concrete pipe ID in accordance with AWWA C208.
3. Provide nuts, bolts, and gaskets suitable for cold water service.
4. All flanges shall be AWWA Class D except where shown on the drawings.
5. Additional fittings, flanges, or welded joints added by the contractor to facilitate installation of the steel piping are subject to Government approval.
6. Hydrostatic test pressure shall be 50 psig for the steel piping.
7. Welding symbols apply to the joints of all members of similar identification.
8. All fillet welds shall be returned.
9. Contractor to provide length of 30-inch, Sch. 5 steel pipe, fabricated reducer and custom steel pipe section to connect to the existing buried concrete pipe.
10. Install internal seals where the new steel pipe connects to the existing concrete pipe, see specifications.
11. Installed and operational steel pipe section shall be secured to minimize any movement in the lateral or axial directions in order to maintain adequate seal between the internal pipe joint seal and concrete pipe.
12. See specifications Section 33 11 18 and drawing 222-D-60269 for HDPE pipe and fittings requirements.
13. See drawings 222-D-60269, -60270, and -60272 for HDPE pipe alignment and profile.
14. Chamfer HDPE flange adapter edge to match ID of mating pipe or flange.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
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EA
U O
F R
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LA
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A
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U .S
D
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A R
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EN
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TH
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LAR M TA IOCE N
C A D
S
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A ut oC A D
3.
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C A D
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2- D
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D A
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B Y
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B A S
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STEEL PIPE TRANSITION
DETAIL
DENVER, CO 2020-07-13
LUCAS ADAMS Digitally signed by LUCAS ADAMS Date: 2020.07.17 16:49:07 -06'00'
SHANNA DURHAM Digitally signed by SHANNA DURHAM Date: 2020.07.17 16:03:59 -06'00'
D
C
B
D
C
B
A
RECLAMATION
Managing Water in the West
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
BU
RE
AU
O
F
RE
CL
AM
AT
IO
N U
.S
D
EP
AR
TM
EN
T
O F
TH
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IN
TE
RI
O
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DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
C O
LU
M
B
IA
B A
SI
N
P R
O
JE
C T
G
RA
VI
TY
D
IV
IS
IO
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A
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EN
W O
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TH
S
TA
TI
O
N
FI
SH
H
A
TC
H
ER
Y
KASEY NUNES
KASEY NUNES
LISA BILLY
ERIC MENDLIN
JAY BOGGESS
DENVER, CO 2020/07/10
ELECTRICAL
COVER SHEET
222-D-60304
GENERAL NOTES
1. Electrical drawings are diagrammatic and do not necessarily indicate every required offset, fitting, etc. Drawings are not to be scaled for dimensions.
Take all dimensions from Structural drawings and certified equipment drawings prior to fabricating any work. Verify all space requirements with other trades and provide systems in the space provided.
2. See Drawings for pertinent symbols associated with the Drawing.
ELECTRICAL SHEET LIST
Sheet
Number Drawing Contents
Title Drawing Details Title
60304 ELECTRICAL COVER SHEET
60305 INTAKE HEADWORKS
STRUCTURE
ELECTRICAL SINGLE LINE DIAGRAM
60306 OVERVIEW SITE ELECTRICAL LAYOUT
60307 FISH SCREEN STRUCTURE ENLARGED ELECTRICAL LAYOUT
60309 ELECTRICAL PANEL
SCHEDULES
60308 FISH SCREEN STRUCTURE ENLARGED GROUNDING LAYOUT
60310 DETAILS ELECTRICAL LAYOUT
60311 DETAILS CONDUIT SCHEDULE
60312 ELECTRICAL NETWORKING
DIAGRAM
INSTALLATION
ABBREVIATIONS
A
FLA
HP
KW
KVA
MCA
MLO
MTS
PUD
V
XFMR
Ampere Full Load Amps Horsepower Kilo-Watt Kilo-Volt-Ampere Main Circuit Breaker Main Lug Only Manual Transfer Switch Public Utility District Volt Transformer
REFERENCE DRAWINGS
40-D-4334 40-D-4335 40-D-5370 40-D-6182 40-D-6234 40-D-6317 40-D-7094 40-D-7102 40-D-60001 104-D-1150
Typical Grounding Details Typical Grounding Details Typical Details - Buried Insulated Cables Electrical Installation - Grounding Standard Nameplates Installation Details - Concrete Rings "FD" and "GRF" Boxes Electrical Installation - Conduit Clamp and Conduit Support Typical Details Drawing Border, Sample Title Block, and Signature Lines Electrical Equipment Support, Type 1 - Section and Detail Device Designations and Symbols to be used on Single-Line and Schematic Diagrams
Digitally signed by ERIC MENDLIN Date: 2020.07.16 15:25:53 -06'00'
Digitally signed by JAY BOGGESS Date: 2020.07.16 15:47:35 -06'00'
4-4/0 AWG + 6 AWG-G
4-1 AWG + 6 AWG-G
4-1 AWG + 8 AWG-G
3-6 AWG + 8 AWG-G
4-1 AWG + 8 AWG-G
NOTES
UTILITY TRANSFORMER
(CHELAN COUNTY PUD)
K1A
GRC
TEMPORARY
GENERATOR
F1A
F1B
D1A
MTS
D1B
Note 4
Note 5
Note 5
Panelboard schedules provided on Drawing 222-D-60309
1. Circuit breaker ratings are estimated.
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