Drawings_001-010_TruckeeCanal_Set1_11x17.pdf
PDF 26 MB Posted
- Attached to
- Truckee Canal - Lining and Check Structures Federal contract opportunity
- Solicitation number
- 140R2022B0002
About this file
This file contains drawings related to a federal contract solicitation for canal repairs. The solicitation from the Department of the Interior Bureau of Reclamation seeks to line a section of the Truckee Canal with concrete over a geomembrane barrier, repair or replace two check structures, and conduct general repairs to supporting site structures. The solicitation number is 140R2022B0002 for the project titled "Truckee Canal - Lining and Check Structures." Bids are due by responding to the requirements in the solicitation to reline a portion of the Truckee Canal and repair associated infrastructure.
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Text version
NevadaNevada
CALIFORNIA
IDAHOOREGON
ARIZONA
UTAH
NEVADA
End of concrete lining 838+00.00
Start of concrete lining 650+00.00
Start of Truckee Canal 10+00.00
End Truckee Canal 1652+03.67
Survey Control Point TC-2
Survey Control Point TC-5/Fernley Check
Survey Control Point TC-T13
Survey Control Point TC-6/7 at Anderson Check
Survey Control Point TC-9
Survey Control Point TC-T10 at Allendale Check
Survey Control Point TC-1
SURVEY CONTROL POINTS
TABLE
Point Name
TC-1
TC-2
TC-T10 at Allendale Check
TC-5/Fernley Check
TC-T13
TC-6/7 at Anderson Check
TC-9
Station
554+00.00
644+00.00
618+00.00
706+22.00
805+70.00
861+00.00
984+26.00
Northing
14894632.06
14888052.96
14882370.14
14886696.86
14881973.58
14883052.61
14882373.83
Easting
2426945.94
2432699.82
2471288.85
2437813.51
2445745.22
2451113.79
2463048.98
Elevation
4197.01
4197.99
4191.02
4196.21
4194.60
4194.60
4192.19
LOCATION MAP
Project location
Lyon County
0' 30000'15000'
SHEET
D
C
B
A
D
C
B
A
B U
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EA
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F R
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LA
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A
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EN
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A ut oC A D
4.
0S
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S T
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C A D
F
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-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
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-0 2-
LA
S T
S A V
ED
B Y
D A R
IC
H A R D
S
N
EW
LA
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D S P
R O
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C T
TR
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D
IV
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TITLE SHEET
VICINITY MAP, NOTES
AND KEY MAP
DENVER, CO 2022-02-25
Project location
SITE MAP
0' 6000'3000'
GENERAL NOTES
1. Canal areas not in concrete-lined zones are earthen-lined.
2. Stations are approximate and may vary as directed by COR. Local stationing varies from design stationing shown on drawings.
3. Contractor to field locate all utilities prior to work, including location, depth, diameter, minimum clearances, and other relevant details.
4. Coordinates shown are based on Nevada State Plane Coordinate System
West Zone, US Survey Feet. Horizontal Datum: NAD83, Vertical Datum:
NAVD 1988.
5. CAUTION: Call Nevada One Call 811 before you dig.
6. The survey control point basis of elevation is USC&GS Benchmark D 441.
Published elevation is 4,169.16 feet.
7. Construction limits shall be 100.0' Typ., unless otherwise noted or directed by COR.
8. Special excavation required within 25.0' of utilities, see Specifications.
ABBREVIATIONS
Cl. - Center line CPT - Cone penetrometer test CR - County road D/S - Downstream El. - Elevation FT - Feet Min. - Minimum OH - Overhead OL - Observation well PC - Point of curvature PI - Point of intersection PP8 - Pour point 8 PT - Point of tangency RTE - Route SPT - Standard penetration test t - Thickness TD - Total depth or target depth TP - Test pit Typ. - Typical U/S - Upstream WSEL - Water surface evelation
W
G
S
Cl. canal Construction limits Natural gas pipeline Overhead powerline Sewerline Overhead line Waterline AT&T line
LINETYPES
Truckee River
Lahontan reservior
Fernley
Truckee Canal
F
FLOW
LEGEND
Q - Flow rate B - Invert width Dn - Normal water depth FB - Bank freeboard FL - Lining freeboard S - Invert slope n - Manning's roughness factor V - Velocity R - Hydraulic radius CFS - Cubic feet per second
Derby Dam
Bango check structure
Contractor use area #1
Contractor use area #2
Contractor use area #3
Contractor use area #4
Contractor use area #5
Contractor use area #6
Contractor use area #7
Contractor use area #8
Contractor use area #9
KEY MAP
Not to scale
SURVEY CONTROL POINTS
Truckee Canal
Re le as ed
Specifications No. 20-C0911
0+
4+
728+00
0+
4+
8+
2+
205 206
4+
8+
00 95 2+
6+
304305
00401
00 11
+00
+00
+00
+00
+00
903 904
Contractor Use Area #1 Point #
Northing
14885971.91
14885966.83
14885267.34
14885174.80
14885003.79
14884948.04
14885851.04
Easting
2438911.77
2438623.56
2438678.34
2438726.66
2438899.49
2439108.48
2439100.04
Contractor Use Area #2 Point #
Northing
14882912.87
14882703.50
14882839.85
14882821.60
14882625.62
14882613.58
14882612.50
14882627.98
14882673.24
14882716.82
14882728.53
14882715.87
Easting
2451137.74
2451389.77
2451139.99
2451193.62
2451205.61
2451248.47
2451308.20
2451339.92
2451366.84
2451419.39
2451478.90
2452052.37
Contractor Use Area #3 Point #
Northing
14882879.79
14882601.54
14882577.21
14882917.26
14882903.06
Easting
2459123.83
2459125.02
2460469.78
2460467.80
2459249.70
Contractor Use Area #4 Point #
Northing
14882332.05
14882131.50
14881710.03
14881961.63
Easting
2471003.34
2470847.84
2471580.34
2471723.15
Contractor Use Area #5 Point #
Northing
14881282.63
14880192.43
14880197.91
14881181.76
Easting
2474116.57
2474100.24
2475800.21
2475782.88
Contractor Use Area #6 Point #
Northing
14868486.73
14868505.91
14867554.94
14867513.04
14867827.76
Easting
2485123.83
2484378.03
2484362.27
2485675.29
2485680.42
Contractor Use Area #7 Point #
Northing
14868479.85
14868472.14
14868131.85
Easting
2485391.44
2485690.91
2485685.37
Contractor Use Area #8 Point #
Northing
14866613.09
14866608.80
14866636.66
14867407.24
14867179.60
14867009.65
14866675.55
Easting
2486349.24
2486679.52
2486702.10
2486035.60
2485800.16
2485907.60
2486260.53
Contractor Use Area #9 Point #
Northing
14867532.85
14867482.33
14867225.21
14867126.05
14867411.25
14867513.88
14867554.18
14867578.35
Easting
2486535.22
2486536.11
2486668.67
2486534.89
2486294.01
2486414.25
2486406.80
2486440.07
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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LA
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U .S
D
EP
A R
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EN
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C A D
S
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A ut oC A D
3.
1S
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F
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-D -6
-R D
-1 .D
W G
LA
S T
S A V
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D A
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-0 4-
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
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D
IV
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N
TR
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C A N
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STAGING AREAS
CONTRACTOR USE
AREAS
DENVER, CO
29-D-60201
2022-04-01
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
DOUGLAS RICHARDS
MATT GEMPERLINE
MICHELLE NORRIS
Lorberau, Jeremy M P.E.
Norris, Michelle L P.E.
Civil Engineer
0 400'200'
CONTRACTOR USE AREA #1
0 400'200'
CONTRACTOR USE AREA #2
0 400'200'
Contractor Use Area #3
0 400'200'
CONTRACTOR USE AREA #4
0 600'300'
CONTRACTOR USE AREA #5
0 400'200'
CONTRACTOR USE AREA #8 AND #9
0 400'200'
CONTRACTOR USE AREA #6 AND #7
CONTRACTOR USE AREA TABLES
Re le as ed
L2
6+
7+
7+ 59.59
4176.0
4180.0
4180.0
Northing:14854410.6306 Easting: 2494314.3436
Northing:14854431.3188 Easting: 2494228.9487
Northing:14854342.2837 Easting: 2494267.0789
Northing:14854344.2914 Easting: 2494244.2274 Northing:14854342.5070
Easting: 2494212.0492
4184.0
0 5' 10'
Civil Engineer
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
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LA
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A
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U .S
D
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A R
TM
EN
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R
IO
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C A D
S
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TE
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A ut oC A D
4.
0S
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S T
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C A D
F
IL
EN
A M
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-D -6
-R D
-1 .D
W G
LA
S T
S A V
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D A
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-0 3-
LA
S T
S A V
ED
B Y
G
LE
D
EZ
M A
N
EW
LA
N
D S P
R O
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C T
TR
U
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D
IV
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N
TR
U
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C A N
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C A N
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A N
D B
A N
G O
C H
EC
K S
TR
U
C
TU
R E
M O
D
IF
IC
A
TI
O N
BANGO CHECK
STRUCTURE SITE PLAN
AND TYPICAL ACCESS
ROAD SECTIONS
PLAN AND SECTIONS
DENVER, CO
29-D-60166
2021-10-21
CL. Access road, see (60167)
New control building, see (60173-60181)
Existing Bango check structure
Miscellaneous metal work, see (60194, 60196)
NOT TO SCALE
FLOWTruckee Canal
Existing Bango Check structure
Existing guardrail to be demolished, see (60168)
New gate hoists (see 60192)
New radial gates, see (60171-60172)
New corbel, see (60169-60170)
New EG Set, see (60173-60181)
New control building
NOTES:
1. Coordinates shown are ground based on NAD83 Nevada
State Plane West U.S. feet.
2. The contractor shall verify the existing Bango Check
Structure coordinates prior to construction of roadway and control building
Profile grade
CL. Proposed Access Road
2:1 slope 2:1 slope 6" Minimum gravel surfacing
NOT TO SCALE
Profile grade
CL. Proposed Access Road
2:1 slope from final grade to existing groundd
6" Gravel surfacingTraffic Lane Traffic Lane
SCALE: 1" = 10"
Original ground surface
Original ground surface
7+
-0 3-
D
Le de zm a, G ab ri el
E P
.E
C H
A N
G
ED
N O
R
TH
A R R O
W O
R
IE
N
TA
TI
O
N A
N D
O
TH
ER
S
M A
LL
A N
N O
TA
TI
O N
C H
A N
G
ES
Re le as ed
0 5' 10'
Civil Engineer
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
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
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-D -6
-R D
-1 .D
W G
LA
S T
S A V
ED
D A
TE
-0 3-
LA
S T
S A V
ED
B Y
G
LE
D
EZ
M A
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
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C A N
A L
C A N
A L
LI
N
IN
G
A N
D B
A N
G O
C H
EC
K S
TR
U
C
TU
R E
M O
D
IF
IC
A
TI
O N
BANGO CHECK
STRUCTURE DEMOLITION
PLAN AND SECTION
DENVER, CO
29-D-60168
2021-10-21
Flow
Truckee Canal
Saw cut existing metal rail down to concrete of walkway
Guardrails to be saw cut and filled with grout on both sides of the walkway and ground down to be flush with the existing concrete surface
Existing cantilever pins to be removed
0 5' 10'
Existing cantilever pins to be removed
Existing cantilever pins to be removed
Existing cantilever pins to be removed
A
Guardrails to be removed
Guardrails to be removed
SCALE:1"= 5'
SCALE: 1"= 5'
(Approximately)
Existing cantilever pins to be removed
-0 3-
D
Le de zm a, G ab ri el
E P
.E
C H
A N
G
ED
N O
R
TH
A R R O
W O
R
IE
N
TA
TI
O
N
Re le as ed
9+
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
660+
661+00
TC-t11 651+65.00 Existing takeout structure
0.
0'
Ty p.
L=369.41
=25.6404
R=825.48
T=187.85
Remove and salvage existing riprap, see Note 4
Riprap lined transition (not shown), see Note 3
C11
L=538.93
=83.1395
R=371.40
T=329.40
PT
651+94.67 N=14887359.51 E=2433052.27
PC
658+10.34 N=14886754.42 E=2433165.94
Start Concrete Lining 650+00.00
S10° 38' 20.44"E 615.67'
EL
EV
A
TI
O N
STATION
650+00 651+00 652+00 653+00 654+00 655+00 656+00 657+00 658+00 659+00 660+00
S=-0.00019
Ta ke ou t, T C -t
1+
In ve rt E l.=
.6
PLAN
Cl. Truckee Canal
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
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A N
D C
A N
A L
LI
N
IN
G
PLAN AND PROFILE
650+00 TO 660+00
DENVER, CO
29-D-60119
2022-02-26
M
AT
CH
L
IN
E
0+
Construction Limits, Typ.
Finished canal invert
Excavation type A
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 existing turnout structure details and waterstop detail, see (60161).
3. For riprap lined transition, see (60164).
4. Riprap extends approximately 72.0' at structure location, see
For Information Only drawing 616-8.
Re le as ed
659+00
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
00 67 0+
100.0', Typ.
L=538.93
=83.1395R=371.40T=329.40
PT
663+49.27 N=14886452.39 E=2433555.43
N86° 13' 17"E
95.22
N88° 53' 41"E
902.60
PI
664+44.49 N=14886458.67 E=2433650.45
41964196
EL
EV
A
TI
O N
STATION
660+00 661+00 662+00 663+00 664+00 665+00 666+00 667+00 668+00 669+00 670+00
S=-0.00019
PLAN
Cl. Truckee Canal
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
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U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
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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
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C A N
A L
C H
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TR
U
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TU
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A N
D C
A N
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PLAN AND PROFILE
660+00 TO 670+00
DENVER, CO
29-D-60120
2022-02-28
MAT
CH
LI
NE
+00
M A
TC
H L
00Construction Limits, Typ.
Finished canal invert
PP8 hardening
FLOW
El. "D", see Note 1 El. "D", see Note 1
El. "C", see Note 1
El. "C", see Note 1Minimum 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. PP8 hardening, see (60165).
Excavation type A
PP8 hardening
Re le as ed
G
G
W W
W W
W
G
N88° 53' 41"E 902.60
N89° 30' 40"E 1029.92
N88° 53' 41"E 902 60
N89° 30' 40"E
W W
G
W
1+
2+
3+
4+
5+
6+
7+
8+
9+
TC-3
679+00.00 Existing turnout structure
0.
0'
Ty
p. PI
673+47.09 N=14886476.08 E=2434552.88 4194
EL
EV
A
TI
O N
STATION
670+00 671+00 672+00 673+00 674+00 675+00 676+00 677+00 678+00 679+00 680+00
TC
-3
9+
.0
In ve rt E l.=
6.
S=-0.00019
W at er li ne
9+
.2
El un kn ow n
PLAN
Cl. Truckee Canal
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
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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
670+00 TO 680+00
DENVER, CO
29-D-60121
Construction limits, Typ.
M A
TC
H L
IN
E
0+
M A
TC
H L
Fernley water utility crossing
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. For PP8 hardening, see (60165).
4. 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 1Minimum top of lining
Excavation type A
Southwest gas utility
Remove and salvage existing riprap, see Note 4
Furnish waterstop at existing abutments, see (60161)
PP8
hardening
Re le as ed
100.0', Typ.
1+
2+
3+
4+
5+
6+
7+
8+
9+
G G G G G G G G G G G G
G
GGGGGGGGGG
G G G
N89° 30' 40"E 1029.92
N89° 13' 45"E 957.82
PI
683+77.01 N=14886484.87 E=2435582.76
419441944196
41944196
41964196
EL
EV
A
TI
O N
STATION
680+00 681+00 682+00 683+00 684+00 685+00 686+00 687+00 688+00 689+00 690+00
S=-0.00019
PLAN
Cl. Truckee Canal
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
680+00 TO 690+00
DENVER, CO
29-D-60122
2022-02-26
M A
TC
H L
M A
TC
H L
Existing canal invert
Finished canal invert
PP8 hardening
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 PP8 hardening, see (60165).
El. "D", see Note 1 El. "D", see Note 1
El. "C", see Note 1 El. "C", see Note 1 Minimum top of lining
FLOW
Construction limits, Typ.
Southwest gas utility
Excavation type A
Southwest gas utility Re le as ed
100.0', Typ.
G
G G
G G G
G
G G
G
G G G
G
G
G G G G
G
S
S
S
S
S
S
1+
2+
3+
4+
5+
6+
7+
8+
9+
TC-4
694+31.05 Existing turnout structure
L=203.16
=14.3416 R=811.62 T=102.11
PT
695+37.99 N=14886525.75 E=2436741.18
PC
693+34.83 N=14886497.75 E=2436540.50
N80° 52' 17.77"E
540.05'
N89° 13' 44.90"E 957.82'
EL
EV
A
TI
O N
STATION
690+00 691+00 692+00 693+00 694+00 695+00 696+00 697+00 698+00 699+00 700+00
C om m er ce W ay
5+
.0
El un kn ow n
C om m er ce W ay
6+
.0
El un kn ow n
S=-0.00019
4+
TC
El
.8
4+
TC
El
.8
TC
-4
4+
.0
In ve rt
E l.=
.8
G as li ne
6+
.7
El un kn ow n
S ew er lin e
6+
.6
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
690+00 TO 700+00
DENVER, CO
29-D-60123
2022-02-26
M A
TC
H L
M A
TC
H L
PP8 hardening
Cl. Truckee Canal Southwest gas line, Typ.
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 PP8 hardening, see (60165).
3. For existing turnout structure details and waterstop detail, see (60161).
4. 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
Existing canal invert
Finished canal invert
Excavation type A
Sewerline
Telephone line
Telephone line
Furnish waterstop where lining meets bridge abutments, see Note 3
Remove and salvage existing riprap, see Note 4
Southwest gas line Re le as ed
File details come from the government source that posted it. Updated .