Water Main Relocation St Joseph Ave from 7th to 8th Street HU 2026-43
| Location: | Nebraska |
|---|---|
| Posted: | May 4, 2026 |
| Due: | Jun 3, 2026 |
| Agency: | City of Hastings |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
Water Main Relocation St Joseph Ave from 7th to 8th Street HU 2026-43
Attachment Preview
General Legend
Gas Main
Gas Service
Water Main
Water Service
Sanitary Sewer Main
Sanitary Sewer Service
Underground Telephone Cable
Underground Telephone Service
Underground Electrical Cable
Underground Electrical Service
Overhead Electrical Cable
Overhead Electrical Service
Underground Cable TV
Underground Cable TV Service
Existing Storm Sewer
Existing Reducer
New Reducer
Existing Valve
New Valve
Stop Box
Existing Fire Hydrant
New Fire Hydrant
Meter Pit
Existing Manhole
New Manhole
Utility Pole
Property Pin
Poured Thrust Block
Gas Meter
Telephone Pedestal
Tracer Wire Riser
Deciduous Trees
Trunk Dia.
under 12"
12" to 24"
Evergreen Trees
above 24"
26th Street
Sheet Index
CW1.1 to CW1.6
Water Main Improvements Plan and Profile Sheets
12th Street
CW2.1 to CW2.2
Water Main Improvements Civil Fitting Details
CW3.1
Water Main Improvements Civil Standard Plan Details
Highway No. 6
R
Know what's below.
Callbefore you dig.
Hastings Utilities
HASTINGS
UTILITIES
2026
MLMH Water Main Relocation from St.
Joseph Ave. from 7th St. to 8th St., to 8th
St. Denver Ave to Kansas Ave..
WA-138 HU 2026-43
Quail Circle
Mallard
Circle
Pheasant
Pintail Circle
Meadowlark
Circle
Well
No. 32
Lochland Golf Course
Well
No. 31
9th Street
Long-
fellow
School
Hospital
26th Street
12th Street
DLD Road
Highway No. 6
42nd Street
42nd Street
42nd Street
Softball Complex
Courthouse
6th Street
5th Street
Cimarron
Sunset
Circle
35th Street
33rd Street
Leisure Lane
31st Street
Dockside Cove
Shore
Shoreside Cove
Big G
Drive
39th Street
Pepsi
Eaton
33rd Street
Nebraska
Cold Storage
MLMH Water Main Relocation
From St. Joseph Ave. from 7th
St to 8th St., to 8th St. Denver
Ave. to Kansas Ave.
WR-140
Hastings
Regional
Center
4
Park Lane Drive
26th Street
26th Street
North Shore Drive
Lake
Hastings
South Shore Drive
Hastings Municipal Airport
South Shore Drive
YMCA/
Champions
Wharfside Drive
Burlington Avenue / Highway 281
Med.
22nd Street
Park
19th Street
Park Lane Drive
Richmond
Ridgewood
Glenwood Avenue
Avenue
Elmwood Street
Sunmart
Village Drive
Paradise
Park
Drive
Lane
Drive
St.
Michael's
7th Street
2nd Street
17th Street
Watson
School
Westchester Drive
Drainageway
14th Street
Edgewood Lane
32
Elk Lane
Sheridan Drive
Heritage Drive
Indian Acres Drive
12th Street
Imperial
Mall
9th Street
Home Street
10th Street
Hawthorne
School
11th Street
10th Street
9th Street
Libs Park
Imperial Drive
18th Street
YMCA
16th Street
14th Street
Morningside Drive
Crestmoor Drive
Westwood Terrace
12th Street
13th Street
11th Street
9th Street
Boyce Street
8th Street
Bateman Street
7th Street
6th Street
5th Street
3rd Street
4th Street
2nd Street
Boyce Street
8th Street
Bateman Street
7th Street
Chataqua
Park
Oswego 6th Street
Field
5th Street
4th Street
3rd Street
2nd Street
Morton
School
8th Street
Hastings
Senior
High School
Hill Street
Sumner Street
18th Street
17th Street
16th Street
15th St
14th Street
Hastings
Museum
Fire
Station
12th Street
North
Denver
Station
13th Street
12th Street
11th Street
10th Street
9th Street
Long-
fellow
School
Hospital
7th Street
6th Street
5th Street
4th Street
3rd Street
2nd Street
1st Street
Middle
School
Courthouse
6th Street
5th Street
4th Street
3rd Street
Hastings/Adams County Landfill
and Wood Waste Facility
Zion Lutheran
Church & School
A Street
A Street
B Street
B Street
C Street
D Street
Brickyard
Park
E Street
D Street
E Street
Lincoln
School
F Street
Central
Logistics
Van
Diest
G Street
UPS
Adams
County
Fair
Grounds
Thermo-King
Carter
Park
Elizabeth Lane
Renae Lane
H Street
A Street
B Street
C Street
D Street
E Street
F Street
G Street
H Street
By Pass Road/26th Street
16th Street
Union Pacific Railroad
Pacific Street
14th Street
Crosier
Park
13th Street
Ringland Road
Lakeside Drive
Heartwell
Forest Boulevard
Park
Parkview
Cemetary
Mt Sinai
Cemetary
12th Street
9th Street
Pleasant Street
University Street
Waynoka Street
Hastings
College
7th Street
9th Street
University Street
Waynoka Street
Pleasant Street
7th Street
Alcott
School
6th Street
5th Street
4th Street
3rd Street
2nd Street
Park Street
South Street
A Street
B Street
C Street
D Street
2nd Street
Burlington Northern Railroad
Duncan
Field
Harm
Park
E Street
6th Street
5th Street
Greenhouse
3rd Street
2nd Street
Perkins
East Park Street
South Street / Highway 6
B Street
C Street
D Street
E Street
Good Samaritan Village
F Street
F Street
G Street
Paul Street
H Street
12th Street
Avalon
Bentwood
Cranbrook
Durwood
7th Street
Highway 6/South Street
No.
Pollution
Control
Facilities
26th Street
12th Street
Ag Processing, Inc.
Ethanol Plant
7th Street
Burlington Northern Railroad
Highway 6/South Street
Revision
By
Date
Ckd
App
1 For Bid
S.S. 4/29/26 K.M. 4/29/26
Highway 6/"J" Street
MLMH Water Main
Dsn K. Miller
Drwn S. Struss
Relocation from St Joseph
Date 4/29/2026
Ave. from 7th St. to 8th St.
Sup't. B. Lubken
to 8th St. Denver Ave. to
Kansas Ave.
W.O. No.
Ckd
Ckd
WA-138
HASTINGS
UTILITIES
Sheet No. Cover
No.
WR-140
General Notes
1. The Contractor will be Responsible for Notifying the City Street
Department Office at (402)461-2341 and the Communications
Center at (402)461-2364 for all Temporary Street Closings Prior
to Construction.
2. The Contractor will be Responsible for Calling "Diggers Hotline"
for Locations of all Underground Facilities.
3. The Contractor will be Responsible for Replacement of Gravel
on Driveways or Streets in this Area.
4. The Contractor Shall be Responsible for Repair of Construction
Site to Fine Grading for Seeding. Damaged Areas Shall be
Leveled Out to Match Existing Grade Conditions and Raked to
Provide Suitable Bedding for Seeding. All Unsuitable Material
Shall be Removed Such as Rock, Concrete, Etc. and is
Subsidiary to the Bid. Owner to Seed Seed.
5. The Contractor Shall be Responsible for the Erosion Control on
the Project and is Subsidiary to the Bid. Removal of all Erosion
Control Structures will be Removed by Hastings Utilities After
Seeding is Established.
6. The Contractor is Responsible for the Traffic Control and Closure
of any Lanes of Traffic and is Subsidiary to the Bid. All
Barricades and Barricading Shall Comply with the Latest Edition
of Part VI of the Manual on "Uniform Traffic Control Devices".
7. Any Potholing or Excavating of Existing Utilities Needed to
Complete this Project is Subsidiary to the Bid.
8. Some Properties in the Project Area May Have Underground
Sprinklers on them. Any Damages and Repairs will be the
Responsibility of the Contractor.
R
Know what's below.
Callbefore you dig.
7th Street
Hastings Utilities
HASTINGS
2026
UTILITIES MLMH Water Main Relocation from St.
Joseph Ave. from 7th St. to 8th St., to 8th
St. Denver Ave to Kansas Ave..
WA-138 HU 2026-43
CW1.1
CW1.3
CW1.4
7th Street
7th Street
7th Street
10" HDD DIP Water Main
10" DIP Water Main
8" DIP Water Main
4" DIP Water Main
10" Gate Valve and Box
4" Gate Valve and Box
Fire Hydrant (5'-6" Bury)
FH 6" Gate Valve and Box
FH 10"x 6" MJ Tee (2)
FH 6", 36" SW x SW Adapter (3)
FH 6" Foster Adaptor
10"x 10" MJ Cross (1)
10"x 10" MJ Tee (5)
10"x 4" MJ Tee (1)
10" 90° MJ Bend (2)
10" 45° MJ Bend (2)
4" 45° MJ Bend (2)
10" 11.25° MJ Bend (1)
10" MJ Plug (5)
4" MJ Plug (1)
10" MJ Cap (3)
4" MJ Cap (1)
8" Solid Sleeve (1)
WATER MAIN QUANTITIES BID SECTION A
1047.00
35.00
5.00
5.00
Lin. Ft.
Lin. Ft.
Lin. Ft.
Lin. Ft.
10" Foster Adaptor
4" Foster Adaptor
10" MEGA Lug
4" MEGA Lug
16.00
1.00
18.00
5.00
10.00
1.00
2.00
2.00
180.00
261.00
1.00
145.00
600.00
78.00
178.00
140.00
44.00
58.00
180.00
10.00
96.00
9.00
45.00
Each
Each
Each
Each
Pounds
Pounds
Each
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Remove 10" MJ Plug
Remove 4" Gate Valve and Box
Remove 4" Foster Adaptor
Remove Fire Hydrant Assembly
Tree Removal
2.00
1.00
1.00
1.00
1.00
Remove and Replace Conc./Asphalt Street
Remove and Replace Concrete Drive
Remove and Replace Concrete Sidewalk
Remove and Replace Concrete Curb
Sawcut
13.00
119.00
465.00
125.00
280.00
3 lb. Anode
Blue Water Marking Tape
Tracer Wire
Tracer Wire Riser
Thrust Block
3.00
1241.00
1241.00
4.00
14.00
Each
Each
Each
Each
Each
Each
Each
Each
Each
Sq. Yds.
Sq. Yds.
Sq. Ft.
Lin. Ft.
Lin. Ft.
Each
Lin. Ft.
Lin. Ft.
Each
Each
8" HDD DIP Water Main
8" DIP Water Main
6" DIP Water Main
4" DIP Water Main
8" Gate Valve and Box
6" PIV Gate Valve
4" Gate Valve and Box
8"x 8" Tapping Sleeve By HU
8" Tapping Valve and Box By HU
8"x 8" MJ Tee (4)
8"x 4" MJ Tee (1)
8" 90° MJ Bend (1)
8" 45° MJ Bend (2)
10" x 8" MJ Reducer (1)
8" x 6" MJ Reducer (1)
8" MJ Plug (6)
10" MJ Cap (2)
8" Foster Adaptor
6" Foster Adaptor
4" Foster Adaptor
8" MEGA Lug
WATER MAIN QUANTITIES BID SECTION B
139.00
39.00
5.00
4.00
2.00
1.00
1.00
1.00
1.00
344.00
60.00
57.00
92.00
50.00
36.00
156.00
64.00
Lin. Ft.
Lin. Ft.
Lin. Ft.
Lin. Ft.
Each
Each
Each
Each
Each
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Remove 8" DIP Water Main
Remove 8" 22.5° MJ Bend
Remove 8" 45° MJ Bend
Remove 8"x 8" MJ Tee w/8" MJ Plug
Remove Valve Box
Remove and Replace Concrete Drive
Remove and Replace Concrete Sidewalk
Remove and Replace Concrete Curb
Sawcut
3 lb. Anode
Blue Water Marking Tape
Tracer Wire
Tracer Wire Riser
Thrust Block
8.00
1.00
4.00
1.00
2.00
74.00
756.00
44.00
162.00
2.00
186.00
186.00
2.00
13.00
4.00
1.00
1.00
10.00
Each
Each
Each
Each
Lin. Ft.
Each
Each
Each
Each
Sq. Yds.
Sq. Ft.
Lin. Ft.
Lin. Ft.
Each
Lin. Ft.
Lin. Ft.
Each
Each
No.
Revision
By
Date
Ckd
App
1 For Bid
S.S. 4/29/26 K.M. 4/29/26
MLMH Water Main
Relocation from St Joseph
Dsn K. Miller
Drwn S. Struss
Date 4/29/2026
Ave. from 7th St. to 8th St.
Sup't. B. Lubken
to 8th St. Denver Ave. to
Kansas Ave.
W.O. No.
Ckd
Ckd
WA-138
HASTINGS
UTILITIES
Sheet No. Quantities
No.
WR-140
00+00
01+00
02+00
03+00
Remove and Replace 112 SF of
Concrete Sidewalk w/10 LF Saw
Cut
A
CW2.1
298 LF OF NEW 10" HDD DIP WATER MAIN
04+00
05+00
06+00
Remove and Replace 190 SF of
Concrete Sidewalk w/10 LF Saw
Cut
B
CW2.1
Eq. Sta. 3+98 BK =
Sta. 11+00 AH
8M15orNris. oKnanCsaanscAerve.
NOTE:
Private Underground Utilities On
MLMH Campus need to be Located
and Verified for Depths Prior to Start of
Construction.
Depth of New Main will be Determined
by this Information.
00+00
01+00
02+00
NORTH
Scale: 1" = 20'
(Reduced Scale: 1" = 30')
20'
0'
20'
40'
60'
03+00
1930
1925
1920
1915
1910
1905
00+00
No.
Revision
R
Know what's below.
Callbefore you dig.
1 For Bid
01+00
By
Date
Ckd
App
Quantities are on Bid Section A
S.S.
4/29/26
K.M. 4/29/26
10" HDD DIP Water Main
10" DIP Water Main
10" Gate Valve and Box
10"x 10" MJ Tee (2)
10" 90° MJ Bend (1)
10" 45° MJ Bend (2)
10" MJ Plug (1)
10" MJ Cap (1)
10" Foster Adaptor
10" MEGA Lug
Remove 10" MJ Plug
02+00
298.00
20.00
4.00
240.00
89.00
140.00
36.00
32.00
6.00
6.00
1.00
Lin. Ft.
Lin. Ft.
Each
Pounds
Pounds
Pounds
Pounds
Pounds
Each
Each
Each
03+00
WATER MAIN QUANTITIES
Remove and Replace Concrete Sidewalk
Sawcut
302.00
20.00
Sq. Ft.
Lin. Ft.
3 lb. Anode
Blue Water Marking Tape
Tracer Wire
Tracer Wire Riser
Thrust Block
1.00
350.00
350.00
1.00
5.00
Each
Lin. Ft.
Lin. Ft.
Each
Each
04+00
04+00
05+00
05+00
06+00
1930
1925
1920
1915
1910
1905
06+00
MLMH Water Main
Relocation from St Joseph
Dsn K. Miller
Drwn S. Struss
Date 4/29/2026
Ave. from 7th St. to 8th St.
Sup't. B. Lubken
to 8th St. Denver Ave. to
W.O. No. WA-138
Ckd
Kansas Ave.
Ckd
HASTINGS
UTILITIES
Sheet No. CW1.1
No.
WR-140
10+00
11+00
8M15orNris. oKnanCsaanscAerve.
12+00
B
Eq. Sta. 11+00 AH =
Sta. 3+98 BK
Eq. Sta. 12+61 BK =
Sta. 16+00 AH
161 LF OF NEW 10" HDD DIP WATER MAIN
13+00
Remove and Replace 49 SY of
Concrete Drive, Remove and
Replace 42 LF of Concrete Curb,
Remove and Replace 116 SF of
Concrete Sidewalk w/84 LF Saw
Cut
C
CW2.1
Me7d1i5caNl .OKffaicnesaBsuiAldvien.g
St. Joseph Ave.
Asphalt
D
I
K
SEE SHEET CW1.5 FOR HOSPITAL
SERVICE LINE DETAILS
J
NOTE:
Private Underground Utilities On
MLMH Campus need to be Located
and Verified for Depths Prior to Start of
Construction.
Depth of New Main will be Determined
by this Information.
10+00
11+00
12+00
NORTH
Scale: 1" = 20'
(Reduced Scale: 1" = 30')
20'
0'
20'
40'
60'
13+00
1930
1925
1920
1915
1910
1905
10+00
No.
Revision
R
Know what's below.
Callbefore you dig.
1 For Bid
11+00
By
Date
Ckd
App
Quantities are on Bid Section A
10" HDD DIP Water Main
10" Gate Valve and Box
10"x 10" MJ Cross (1)
10"x 10" MJ Tee (1)
10" 11.25° MJ Bend (1)
10" MJ Plug (2)
10" Foster Adaptor
10" MEGA Lug
S.S. 4/29/26 K.M. 4/29/26
12+00
161.00
3.00
145.00
120.00
58.00
72.00
4.00
5.00
Lin. Ft.
Each
Pounds
Pounds
Pounds
Pounds
Each
Each
13+00
WATER MAIN QUANTITIES
Remove and Replace Concrete Drive
Remove and Replace Concrete Sidewalk
Remove and Replace Concrete Curb
Sawcut
49.00
116.00
42.00
84.00
Sq. Yds.
Sq. Ft.
Lin. Ft.
Lin. Ft.
Blue Water Marking Tape
Tracer Wire
Tracer Wire Riser
Thrust Block
177.00
177.00
1.00
1.00
Lin. Ft.
Lin. Ft.
Each
Each
Me7d1i5caNl .OKffaicnesaBsuAildvien.g
71M5aHNrey.aKLltaahnncnsaairnesgAve.
1930
1925
1920
1915
1910
MLMH Water Main
Relocation from St Joseph
Ave. from 7th St. to 8th St.
to 8th St. Denver Ave. to
Kansas Ave.
HASTINGS
UTILITIES
1905
Dsn K. Miller
Drwn S. Struss
Date 4/29/2026
Sup't. B. Lubken
W.O. No. WA-138
Ckd
Ckd
Sheet No. CW1.2
No.
WR-140
15+00
16+00
17+00
Eq. Sta. 15+58 BK =
Sta. 51+00 AH
D
CW2.1
Remove and Replace 51 SY of
Concrete Drive, Remove and
Replace 24 LF of Conc Curb
w/73 LF Saw Cut
42 LF OF 10" HDD
DIP WATER MAIN
I
Eq. Sta. 16+00 AH =
Sta. 12+61 BK
C
18+00
8M15orNris. oKnanCsaanscAerve.
379 LF OF NEW 10" HDD DIP WATER MAIN
19+00
20+00
Remove and Replace 7 SY of
Concrete/Asphalt Street, Remove
and Replace 25 LF of Concrete
Curb w/37 LF Saw Cut
E
CW2.1
Eq. Sta. 19+79 BK =
Sta. 23+00 AH
NOTE:
Private Underground Utilities On
MLMH Campus need to be Located
and Verified for Depths Prior to Start of
Construction.
Depth of New Main will be Determined
by this Information.
15+00
16+00
Me7d1i5caNl .OKffaicnesaBsuiAldvien.g
17+00
NORTH
Scale: 1" = 20'
(Reduced Scale: 1" = 30')
20'
0'
20'
40'
60'
18+00
19+00
1930
1925
1920
1915
1910
1905
Existing Grade
15+00
No.
Revision
R
Know what's below.
Callbefore you dig.
1 For Bid
Existing Grade
New 10" Water
Main
16+00
By
Date
Ckd
App
Quantities are on Bid Section A
10" HDD DIP Water Main
4" DIP Water Main
10" Gate Valve and Box
4" Gate Valve and Box
Fire Hydrant (5'-6" Bury)
FH 6" Gate Valve and Box
FH 10"x 6" MJ Tee (1)
FH 6", 36" SW x SW Adapter (1)
FH 6" Foster Adaptor
S.S. 4/29/26 K.M. 4/29/26
17+00
379.00
5.00
2.00
1.00
1.00
1.00
90.00
87.00
1.00
Lin. Ft.
Lin. Ft.
Each
Each
Each
Each
Pounds
Pounds
Each
18+00
WATER MAIN QUANTITIES
10"x 10" MJ Tee (1)
10"x 4" MJ Tee (1)
10" 90° MJ Bend (1)
4" 45° MJ Bend (2)
10" MJ Plug (1)
4" MJ Cap (1)
10" Foster Adaptor
4" Foster Adaptor
10" MEGA Lug
4" MEGA Lug
120.00
78.00
89.00
44.00
36.00
9.00
3.00
1.00
6.00
5.00
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Each
Each
Each
Each
19+00
Remove and Replace Conc./Asphalt Street
Remove and Replace Concrete Drive
Remove and Replace Concrete Curb
Sawcut
7.00
51.00
49.00
110.00
3 lb. Anode
Blue Water Marking Tape
Tracer Wire
Tracer Wire Riser
Thrust Block
1.00
463.00
463.00
1.00
6.00
Sq. Yds.
Sq. Yds.
Lin. Ft.
Lin. Ft.
Each
Lin. Ft.
Lin. Ft.
Each
Each
20+00
20+00
1930
1925
1920
1915
1910
MLMH Water Main
Relocation from St Joseph
Ave. from 7th St. to 8th St.
to 8th St. Denver Ave. to
Kansas Ave.
HASTINGS
UTILITIES
1905
Dsn K. Miller
Drwn S. Struss
Date 4/29/2026
Sup't. B. Lubken
W.O. No. WA-138
Ckd
Ckd
Sheet No. CW1.3
No.
WR-140
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