Drawings_011-020_TruckeeCanal_Set2_11x17.pdf
PDF 39 MB Posted
- Attached to
- Truckee Canal - Lining and Check Structures Federal contract opportunity
- Solicitation number
- 140R2022B0002
About this file
This document provides details on a federal contract opportunity to line and repair structures along the Truckee Canal. The solicitation number is 140R2022B0002 and seeks to line a section of the Truckee Canal with concrete over a geomembrane barrier and repair/replace two check structures. Additional repairs to supporting site structures are also required. The contracting agency is the Department of the Interior Bureau of Reclamation. Interested parties should review drawings of the project area contained in the related file Drawings_011-020_TruckeeCanal_Set2_11x17.pdf to inform their response to this solicitation.
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Text version
1+
2+
3+
4+
5+
6+
7+
8+
100.0', Typ.
G W
W
W
W W
W
W
W
W W
W
W W
TC-5
706+22.06 Existing turnout structure
N80° 52' 17.77"E
540.05'
N79° 38' 12.84"E
230.44'
L=420.98
=27.7677 R=868.64 T=214.71
PC
703+26.92 N=14886657.69 E=2437518.88
PT
707+47.90 N=14886632.09 E=2437934.96
PI
700+96.31 N=14886616.20 E=2437292.03
Construction Limits 706+00.00
Change in width
.0
.0
EL
EV
A
TI
O N
STATION
700+00 701+00 702+00 703+00 704+00 705+00 706+00 707+00 708+00
S=-0.00019 Ta ke ou t, T
C -5
6+
.0
In ve rt
E l.=
.1
Fe rn le y
C he ck
7+
.0
In ve rt E l.=
2.
Ex is tin g
Fe rn le y
C he ck
7+
.0
In ve rt E l.=
4.
W at er li ne
7+
.2
El un kn ow n
W at er li ne
7+
.5
El un kn ow n
PLAN
0 100'50'
PROFILE
Note: vertical scale exaggerated 10x for clarity
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-3 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
PLAN AND PROFILE
700+00 TO 708+00
DENVER, CO
29-D-60124
2022-02-28
M
AT
CH
L
IN
E
8+
M A
TC
H L
0+
Cl. Truckee Canal
Existing canal invert
Finished canal invert
El. "D", see Note 1 El. "D", see Note 1
El. "C", see Note 1
Minimum top of lining
FLOW
Construction limits, Typ.
18" City of Fernley Potable Water Utility Crossing
18" City of fernley potable water utility crossing
NOTES
1. See TABLES on (60163) for elevations "C" (required minimum top of lining), elevations "D" (canal invert), and minimum required joint spacing. Elevations vary uniformly between points shown.
2. For existing turnout structure details and waterstop detail, see (60161).
3. If connecting to old/existing Fernley Check at 707+00 install riprap transition to check structure, see (60164). If connecting to new Fernley Check at 707+85, furnish waterstop, see (60161).
4. Riprap extends approximately 72.0' at structure location, see For Information Only drawing 616-8.
Excavation type B
Existing Fernley Check 707+00.00
Fernley Check Sta. 707+85.00, see (60015)
El. "C", see Note 1
Remove and salvage existing riprap, see Note 4
Re le as ed
Specifications No. 20-C0911
L=393.78
=24.3195 R=927.74 T=199.90 L======339999993 7777778709+
710+
711+
712+
713+ 00 71
4+
5+
6+
7+
0.
0'
Ty p.
PC
712+70.23 N=14886475.85 E=2438433.37
PT
716+64.01 N=14886283.01 E=2438773.32
EL
EV
A
TI
O N
STATION
708+00 709+00 710+00 711+00 712+00 713+00 714+00 715+00 716+00 717+00 718+00
S=-0.00018
PLAN
0 100'50'
PROFILE
Note: vertical scale exaggerated 10x for clarity
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-3 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
PLAN AND PROFILE
708+00 TO 718+00
DENVER, CO
29-D-60125
2022-02-26
M
AT
CH
L
M A
TC
H L
Construction limits, Typ.
Cl. Truckee Canal
NOTES
1. See TABLES on (60163) for elevations "C" (required minimum top of lining), elevations "D" (canal invert), and minimum required joint spacing. Elevations vary uniformly between points shown.
El. "D", see Note 1 El. "D", see Note 1
El. "C", see Note 1 El. "C", see Note 1
Minimum top of lining
Existing canal invert
Finished canal invert
Excavation type B
Re le as ed
9+
0+
1+
2+
3+
4+
5+
6+
7+
8+
0.
0'
Ty p.
G G G G G G G G G
G
G
W W W W W W W W W
W
W
W
L=238.53
=15.5471 R=879.04 T=120.00
PT
726+32.28 N=14885621.50 E=2439477.45
PC
723+93.76 N=14885799.90 E=2439320.22
S48° 16' 33.39"E
509.66' S33° 36' 58.37"E1719.33'
EL
EV
A
TI
O N
STATION
718+00 719+00 720+00 721+00 722+00 723+00 724+00 725+00 726+00 727+00 728+00
S=-0.00018
PLAN
Existing canal invert
0 100'50'
PROFILE
Note: vertical scale exaggerated 10x for clarity
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-3 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
PLAN AND PROFILE
718+00 TO 728+00
DENVER, CO
29-D-60126
2022-02-26
Construction limits, Typ.
Cl. Truckee Canal
M A
TC
H L
M
AT
C H
L
Finished canal invert
Southwest gas utility
City of Fernley water utility
NOTES
1. See TABLES on (60163) for elevations "C" (required minimum top of lining), elevations "D" (canal invert), and minimum required joint spacing. Elevations vary uniformly between points shown.
El. "C", see Note 1 El. "C", see Note 1
El. "D", see Note 1 El. "D", see Note 1
Minimum top of lining
Excavation type B
Re le as ed
9+
0+
1+
2+
3+
4+
5+
6+
7+
0.
0'
Ty p.
S33° 36' 58.37"E 1719.33'
EL
EV
A
TI
O N
STATION
728+00 729+00 730+00 731+00 732+00 733+00 734+00 735+00 736+00 737+00 738+00
S=-0.00018
PLAN
0 100'50'
PROFILE
Note: vertical scale exaggerated 10x for clarity
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-3 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
PLAN AND PROFILE
728+00 TO 738+00
DENVER, CO
29-D-60127
2022-02-26
M A
TC
H L
M A
TC
H L
Construction limits, Typ.
Cl. Truckee Canal
NOTES
1. See TABLES on (60163) for elevations "C" (required minimum top of lining), elevations "D" (canal invert), and minimum required joint spacing. Elevations vary uniformly between points shown.
El. "D", see Note 1 El. "D", see Note 1
El. "C", see Note 1 El. "C", see Note 1 Minimum top of lining
Existing canal invert Finished canal invert
Excavation type B
Re le as ed
0.
0'
Ty p.
TC-t12 739+09.91 Existing takeout structure
9+
0+
1+
2+
EL
EV
A
TI
O N
STATION
738+00 739+00 740+00 741+00 742+00 743+00
S=-0.00018
Ta ke ou t, T C -t
9+
.0
In ve rt E l.
.2
PLAN
Existing canal invert
0 100'50'
PROFILE
Note: vertical scale exaggerated 10x for clarity
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-3 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
PLAN AND PROFILE
738+00 TO 743+00
DENVER, CO
29-D-60128
2022-02-26
Construction limits, Typ.
Cl. Truckee Canal
M A
TC
H L
8+
M A
TC
H L
3+
Finished canal invert
FLOW
NOTES
1. See TABLES on (60163) for elevations "C" (required minimum top of lining), elevations "D" (canal invert), and minimum required joint spacing. Elevations vary uniformly between points shown.
2. For existing turnout structure details and waterstop detail, see (60161).
3. Riprap extends approximately 72.0' at structure location, see For Information Only drawing 616-8.
El. "D", see Note 1 El. "D", see Note 1
El. "C", see Note 1 El. "C", see Note 1 Minimum top of lining
Excavation type B
Remove and salvage existing riprap, see Note 3Re le as ed
W
W
W
W
W
G G G G G G G G
G
G
S33° 36' 58.37"E
1719.33' S29° 27' 56.69"E
723.62'
G G
W
W
WG
G
WG G
G
4+
5+
6+
7+
8+
9+
0+
1+
2+
3+
0.
0'
Ty
p. L=277.76
=21.6230
R=735.99
T=140.55
PC
750+75.23 N=14883559.68 E=2440785.26
PI
743+51.66 N=14884189.66 E=2440429.34
EL
EV
A
TI
O N
STATION
743+00 744+00 745+00 746+00 747+00 748+00 749+00 750+00 751+00 752+00 753+00
S=-0.00018
PLAN
Existing canal invert
0 100'50'
PROFILE
Note: vertical scale exaggerated 10x for clarity
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-3 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
PLAN AND PROFILE
743+00 TO 753+00
DENVER, CO
29-D-60129
2022-02-26
Construction limits, Typ.
Finished canal invert
Cl. Truckee Canal
M A
TC
H L
M
AT
CH
L
Southwest gas utility
FLOW
El. "D", see Note 1 El. "D", see Note 1
El. "C", see Note 1 El. "C", see Note 1 Minimum top of lining
NOTES
1. See TABLES on (60163) for elevation "C" (minimum top of lining), elevations "D" (invert elevations), and minimum required joint spacing. Elevations vary uniformly between points shown.
Excavation type B
City of Fernley water utility
Re le as ed
W W W W W W W W W W W W
G G G G G G G G G G G G
W
G G GGG
W W W
0.
0'
Ty p.
4+
5+
6+
7+
8+
9+
0+
1+
2+
PC
753+52.98 N=14883349.03 E=2440963.77
L=277.76
=21.6230 R=735.99 T=140.55
EL
EV
A
TI
O N
STATION
753+00 754+00 755+00 756+00 757+00 758+00 759+00 760+00 761+00 762+00 763+00
S=-0.00018
PLAN
Existing canal invert
0 100'50'
PROFILE
Note: vertical scale exaggerated 10x for clarity
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-3 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
PLAN AND PROFILE
753+00 TO 763+00
DENVER, CO
29-D-60130
2022-02-26
Construction limits, Typ.
Cl. Truckee Canal
M A
TC
H L
M A
TC
H L
Finished canal invert
Southwest gas utility
City of Fernley water utility
FLOW
El. "D", see Note 1 El. "D", see Note 1
El. "C", see Note 1 El. "C", see Note 1
Minimum top of lining
NOTES
1. See TABLES on (60163) for elevations "C" (required minimum top of lining), elevations "D" (canal invert), and minimum required joint spacing. Elevations vary uniformly between points shown.
Excavation type B
Re le as ed
W
W
W
W W W W W W W W
G
G
G
G
WWWW
G
G
W
G
W
3+
4+
5+
6+
7+
8+
9+
0+
1+
2+
00 77 3+
PC
771+65.06 N=14882394.78 E=2442475.78
PT
767+64.77 N=14882512.31 E=2442093.13
PC
764+55.08 N=14882656.79 E=2441821.33
L=192.54
=13.5623
R=813.43
T=96.72
L=309.69
=21.8372 R=812.55 T=156.75
0.
0'
Ty p.4200
4196 S72° 55' 33.39"E
400.29'
EL
EV
A
TI
O N
STATION
763+00 764+00 765+00 766+00 767+00 768+00 769+00 770+00 771+00 772+00 773+00
S=-0.00018
PLAN
Existing canal invert
0 100'50'
PROFILE
Note: vertical scale exaggerated 10x for clarity
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-3 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
PLAN AND PROFILE
763+00 TO 773+00
DENVER, CO
29-D-60131
2022-02-26
Construction limits, Typ.
Cl. Truckee CanalM
AT
CH
L
M
AT
C H
L
Finished canal invert
City of Fernley water utility
Southwest gas utility
FLOW
El. "D", see Note 1 El. "D", see Note 1
El. "C", see Note 1 El. "C", see Note 1 Minimum top of lining
NOTES
1. See TABLES on (60163) for elevations "C" (required minimum top of lining), elevations "D" (canal invert), and minimum required joint spacing. Elevations vary uniformly between points shown.
Excavation type B
Southwest gas utility
Re le as ed
G G
G G
G G
G G
G G
G G
W
W
W
W
W
G
4204204200420
4200420042004200
G G
WW
W
G
G
G
W
G
G
G
G
G G
PT
773+57.60 N=14882360.46 E=2442664.78
4+
5+
6+
7+
8+
9+
0+
1+
2+
3+
L=474.13
=30.4253R=892.86T=242.80
0.
0'
Ty p.
PC
779+74.75 N=14882322.65 E=2443280.77
L=192.54
=13.5623 R=813.43 T=96.72
S86° 29' 17.70"E
617.15'
EL
EV
A
TI
O N
STATION
773+00 774+00 775+00 776+00 777+00 778+00 779+00 780+00 781+00 782+00 783+00
S=-0.00018
W at er li ne
9+
.5
El un kn ow n
G as li ne
9+
.2
El un kn ow n
PLAN
Existing canal invert
0 100'50'
PROFILE
Note: vertical scale exaggerated 10x for clarity
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-3 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
PLAN AND PROFILE
773+00 TO 783+00
DENVER, CO
29-D-60132
2022-02-26
Construction limits, Typ.
Cl. Truckee Canal
M A
TC
H L
M
AT
CH
L
Finished canal invert
FLOW
El. "D", see Note 1 El. "D", see Note 1
El. "C", see Note 1 El. "C", see Note 1
Minimum top of lining
NOTES
1. See TABLES on (60163) for elevations "C" (required minimum top of lining), elevations "D" (canal invert), and minimum required joint spacing. Elevations vary uniformly between points shown.
2. For waterstop detail, see (60161).
Excavation type B
AT&T overhead line City of Fernley water utility
Southwest gas utility
AT&T overhead line
Furnish waterstop, see Note 2
Re le as ed
G
G G
G G
G
G
G
G G
G
G
G
L=321.47
=19.3119
R=953.76
T=162.27
4+
5+
6+
7+
8+
9+
0+
1+
00 79 2+
3+
794+
0.
0'
Ty p.
L=474.13
=30.4253 R=892.86 T=242.80
PT
784+48.32 N=14882172.55 E=2443724.08
PC
787+69.14 N=14881993.44 E=2443990.25
L=376.00
=21.6293 R=996.01
T=190.26 PT
791+45.13 N=14881846.66 E=2444334.00
PC
792+29.90 N=14881828.59 E=2444416.81
S56° 03' 46.65"E320.26'
EL
EV
A
TI
O N
STATION
783+00 784+00 785+00 786+00 787+00 788+00 789+00 790+00 791+00 792+00 793+00
S=-0.00018
PLAN
0 100'50'
PROFILE
Note: vertical scale exaggerated 10x for clarity
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
3.
1S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D -6
-R D
-3 .D
W G
LA
S T
S A V
ED
D A
TE
-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
N
D S P
R O
JE
C T
TR
U
C K
EE
D
IV
IS
IO
N
TR
U
C K
EE
C A N
A L
C H
EC
K S
TR
U
C
TU
R
ES
A N
D C
A N
A L
LI
N
IN
G
PLAN AND PROFILE
783+00 TO 793+00
DENVER, CO
29-D-60133
2022-02-26
Construction limits, Typ.
Cl. Truckee CanalM A
TC
H L
M
AT
CH
L
Existing canal invert Finished canal invert
Southwest gas utility
FLOW
El. "D", see Note 1 El. "D", see Note 1
El. "C", see Note 1 El. "C", see Note 1
Minimum top of lining
NOTES
1. See TABLES on (60163) for elevations "C" (required minimum top of lining), elevations "D" (canal invert) , and minimum required joint spacing. Elevations vary uniformly between points shown.
Excavation type B
Re le as ed
File details come from the government source that posted it. Updated .