Water/Sanitary Sewer Relocation HU 2026-69
| Location: | Nebraska |
|---|---|
| Posted: | Jun 30, 2026 |
| Due: | Jul 29, 2026 |
| Agency: | City of Hastings |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
Water/Sanitary Sewer Relocation HU 2026-69
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"
above 24"
Evergreen Trees
Sheet Index
Cover
Quantities
CSS1.1 to CSS1.2
CSS4.1
Plan Cover Sheet
Sheet Layout and Quantities
Sanitary Sewer Main Improvements
Plan and Profile Sheets
Sanitary Sewer Service Plans
No.
Revision
R
Know what's below.
Callbefore you dig.
Rev. 1 Original Drawings
By
Date
Ckd
App
SS 5-26-26 KM
HASTINGS
UTILITIES
Hastings Utilities
2026
Relocation of Sanitary Sewer Main on
S. Lexington Avenue to S. Burlington
Avenue; from
"M" Street South to Lift Station.
SW-391 HU 2026-69
26th Street
26th Street
Hastings
Lake
South Shore Drive
By Pass Road/26th Street
Hastings Municipal Airport
South Shore Drive
YMCA/
Champions
Wharfside Drive
Burlington Avenue / Highway 281
Med.
22nd Street
Park
19th Street
Sunmart
Village Drive
Paradise
Park
Drive
Lane
Drive
St.
Michael's
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
Field
6th Street
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
Highway 6/"J" Street
Zion Lutheran
Church & School
Ag Processing, Inc.
Grain Elevators
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
Dana
Great
Plains
Highway 6/"J" Street
I Street
Armour
L&H
Scherbarth
JESCO
Servi-Tech
Carter
Park
Elizabeth Lane
Renae Lane
H Street
K Street
L Street
M Street
A Street
B Street
C Street
D Street
E Street
F Street
G Street
H Street
Kent Street
Lincoln
Park
Fitzgerald Lane
Fire
Station
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
Kent Street
Wayfair Drive
Highway 6/"J" Street
12th Street
Avalon
Bentwood
Cranbrook
Durwood
7th Street
Highway 6/South Street
Pollution
Control
Facilities
26th Street
12th Street
Ag Processing, Inc.
Ethanol Plant
7th Street
Burlington Northern Railroad
Highway 6/South Street
Relocation of Sanitary
Sewer Main on S. Lexington
Ave. to S. Burlington Ave.;
from "M" Street South to
Lift Station
SEE SHEET NO. 2 FOR THE GENERAL NOTES PER-
TAINING TO THE COMPLETION OF THIS PROJECT.
Relocation of Sanitary
Sewer Main on S. Lexington
Ave. to S. Burlington Ave.;
from "M" St. South to Lift
Station
HASTINGS
UTILITIES
FOR
BID
Dsn K. Miller
Drwn S. Struss
Date 5/26/2026
Sup't. B. Lubken
W.O. No. SW-391
Ckd
Ckd
Sheet No. Cover
No.
SR-102
GENERAL NOTES
1. Traffic Control: (Subsidiary) The Contractor will Notify 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. All Barricading Shall
Comply with the Latest Edition of Part VI of the Manual on
"Uniform Traffic Control Devices.
2. The Contractor will be Responsible for Calling "Diggers Hotline"
for Locations of all Underground Facilities. Service Locations on
the Drawings are Approximations Only and Will be Located in
the Field Prior to any Construction.
3. Repair of Construction Site. Seed all Disturbed Vegetated
Areas with K31 Fescue and is Subsidiary to the Bid.
4. Erosion Control on the Project and is Subsidiary to the Bid.
5. Any Potholing or Excavating of Existing Utilities Needed to
Complete this Project is Subsidiary to the Bid.
6. Contractor to Coordinate with Property Owners for Installation.
Construction Should be Completed in a Manor that will not
Impede Business Operations.
7. Hastings Utilities Gas Department to Inspect all Exposed Gas
Mains. Contractor Required to Request Inspection Before
Backfill. Contact (402)468-3536
HASTINGS
UTILITIES
"M" Street
EXISTING
10' UTILITY
EASEMENT
MCC1
ENGINE
LOT 1
LIFT STATION
SUBDIVISION
40004.94 S.F.
0.918 ACRES
Hastings Utilities
2026
Relocation of Sanitary Sewer Main on
S. Lexington Avenue to S. Burlington
Avenue; from
"M" Street South to Lift Station.
SW-391 HU 2026-69
CW1.1
"M" Street
SANITARY SEWER MAIN QUANTITIES
18" PVC Sanitary Sewer Main
870.00
Lin. Ft.
60"Ø Manhole Cone
Ring and Cover
60"Ø Manhole Base
60"Ø Manhole Section
Build Manhole Drop For 18"Ø Drop
Build Manhole Drop For 8"Ø Drop
4'x4' Concrete Manhole Collar
8'x11' Concrete Manhole Collar
4.00
4.00
4.00
45.41
1.00
1.00
1.00
1.00
Each
Each
Each
Vert. Ft.
Each
Each
Each
Each
Remove and Dispose of 8" Sanitary Sewer Main
Remove Existing Manhole and 8" Drop
318.00
1.00
Lin. Ft.
Each
Remove Concrete
Place Concrete
Remove Concrete Curb
Place Concrete Curb
Crushed Concrete
Road Gravel
184.00
223.00
56.00
76.00
57.00
73.00
Sq. Yds
Sq. Yds
Lin. Ft.
Lin. Ft.
Tons
Tons
Remove Pine Trees
Type 1B Erosion Control Blanket
2.00
185.00
Each
Sq. Yds
SCALE
LOT 2
LIFT STATION
SUBDIVISION
No.
Revision
R
Know what's below.
Callbefore you dig.
Rev. 1 Original Drawings
By
Date
Ckd
App
SS 5-26-26 KM
Relocation of Sanitary
Sewer Main on S. Lexington
Ave. to S. Burlington Ave.;
from "M" St. South to Lift
Station
HASTINGS
UTILITIES
FOR
BID
Dsn K. Miller
Drwn S. Struss
Date 5/26/2026
Sup't. B. Lubken
W.O. No. SW-391
Ckd
Ckd
Sheet No. Quantities
No.
SR-102
01+00
02+00
03+00
04+00
Protect Tree
Remove Pine Trees (2)
Size: Large 15"± Trunk, 30' Height
Sta. 01+00, Manhole 1
60"Ø Cone Manhole, 18.32VF
1 - 60"Ø Manhole Cone
1 - Ring and Cover
1 - 60"Ø Manhole Base
14.73 VF - 60"Ø Manhole Section
1 - 4'x4' Concrete Manhole Collar
Remove and Replace 23 SY of 8"
Concrete
South Burlington Avenue
Remove and Replace 50 SY of 8"
Concrete
NEW 18" PVC SANITARY SEWER MAIN
Remove and Replace Fence with
Like Kind Subsidiary to Bid.
05+00
06+00
Hastings Utilities Gas Department to
Inspect Exposed Gas Main.
Install 185 SY of Type 1B Erosion
Control Blanket.
South Burlington Avenue
07+00
Sta. 06+52, Manhole 2
60"Ø Cone Manhole, 15.37VF
1 - 60"Ø Manhole Cone
1 - Ring and Cover
1 - 60"Ø Manhole Base
11.78 VF - 60"Ø Manhole Section
Eq Sta. 06+52 BK =
Eq. Sta. 10+00 AH
Remove 94 SY of 8" Concrete and
Place 133 SY of 8" Concrete,
Remove 56 LF of Concrete Curb
Place 76 LF of Concrete Curb
SEED ALL DISTURBED VEGETATED AREAS
w/K-31 FESCUE, SUBSIDIARY TO THE BID.
01+00
1905
1900
1895
1890
1885
1880
02+00
Proposed Grade
R
Know what's below.
Callbefore you dig.
01+00
02+00
03+00
NORTH
Scale: 1" = 20'
(Reduced Scale: 1" = 30')
20'
0'
20'
40'
60'
04+00
Proposed Grade
552.00 LF - 18" PVC SANITARY SEWER MAIN @ 0.25%
03+00
04+00
18" PVC Sanitary Sewer Main
60"Ø Manhole Cone
Ring and Cover
60"Ø Manhole Base
60"Ø Manhole Section
Build Manhole Drop For 18"Ø Drop
Build Manhole Drop For 8"Ø Drop
4'x4' Concrete Manhole Collar
05+00
SANITARY SEWER MAIN QUANTITIES
552.00
2.00
2.00
2.00
26.51
1.00
1.00
1.00
Lin. Ft.
Each
Each
Each
Vert. Ft.
Each
Each
Each
Remove Concrete
Place Concrete
Remove Concrete Curb
Place Concrete Curb
Remove Pine Trees
Type 1B Erosion Control Blanket
06+00
Proposed Grade
184.00
223.00
56.00
76.00
2.00
185.00
Sq. Yds
Sq. Yds
Lin. Ft.
Lin. Ft.
Each
Sq. Yds
07+00
1905
Proposed Grade
1900
1895
1890
1885
No.
Revision
Rev. 1
05+00
Original Drawings
By
Date
Ckd
App
SS 5-26-26 KM
06+00
Relocation of Sanitary
Sewer Main on S. Lexington
Ave. to S. Burlington Ave.;
from "M" St. South to Lift
Station
Dsn K. Miller
Drwn S. Struss
Date 5/26/2026
Sup't. B. Lubken
W.O. No. SW-391
Ckd
Ckd
HASTINGS
UTILITIES
FOR
BID
Sheet No. CSS1.1
No.
SR-102
07+00
15+00
"M" Street
14+00
Sta. 13+18, Remove
Existing Manhole and 8" Drop
Sta. 13+18, Manhole 3
60"Ø Cone Manhole, 18.04VF
1 - 60"Ø Manhole Cone
1 - Ring and Cover
1 - 60"Ø Manhole Base
14.45 VF - 60"Ø Manhole Section
1 - 8' x 11' Concrete Manhole
Collar
Concrete Manhole Collar to
Incorporate Both Manholes
Sta. 13+18, 7' Lt., Manhole 4
60"Ø Cone Manhole, 18.04VF
1 - 60"Ø Manhole Cone
1 - Ring and Cover
1 - 60"Ø Manhole Base
14.45 VF - 60"Ø Manhole Section
13+00
12+00
11+00
Existing 18" Sanitary Sewer Main
Between Manhole 3 and Manhole 4
to be Removed and Flow from West
to be Diverted to the East and Not
Run South to Manhole 4.
Remove and Dispose of 318 LF of
Existing 8" PVC Sanitary Sewer
Main.
Sta. 10+00, Manhole 2
See Sheet CSS1.1 for Details
Eq. Sta. 10+00 AH=
Eq. Sta. 06+52 BK
NEW 18" PVC SANITARY SEWER MAIN
"M" Street
Add 57 Tons (3" Thickness) Metal
Free Crushed Concrete Along New
Sewer Trench for Road Stabilization.
Regravel Entire Roadway with 73
Tons (2" Thickness) Road Gravel.
10+00
09+00
15+00
1905
1900
1895
1890
1885
1880
R
Know what's below.
Callbefore you dig.
15+00
14+00
Proposed Grade
13+00
Existing 18" VCP Sanitary Sewer Main @ 0.25%
14+00
13+00
NORTH
Scale: 1" = 20'
(Reduced Scale: 1" = 30')
20'
0'
20'
40'
60'
12+00
18" PVC Sanitary Sewer Main
60"Ø Manhole Cone
Ring and Cover
60"Ø Manhole Base
60"Ø Manhole Section
8' x 11' Concrete Manhole Collar
Remove and Dispose of 8" Sanitary Sewer Main
Remove Existing Manhole and 8" Drop
SANITARY SEWER MAIN QUANTITIES
318.00
2.00
2.00
2.00
18.90
1.00
318.00
1.00
Lin. Ft.
Each
Each
Each
Vert. Ft.
Each
Lin. Ft.
Each
Crushed Concrete
Road Gravel
11+00
10+00
Proposed Grade
Proposed Grade
Existing 8" PVC SANITARY SEWER MAIN @ 0.30% TO BE REMOVED
318.00 LF - 18" PVC SANITARY SEWER MAIN @ 0.25%
57.00
73.00
Tons
Tons
09+00
1905
1900
1895
1890
1885
12+00
No.
Revision
Rev. 1
11+00
Original Drawings
By
Date
Ckd
App
SS 5-26-26 KM
10+00
Relocation of Sanitary
Sewer Main on S. Lexington
Ave. to S. Burlington Ave.;
from "M" St. South to Lift
Station
Dsn K. Miller
Drwn S. Struss
Date 5/26/2026
Sup't. B. Lubken
W.O. No. SW-391
Ckd
Ckd
HASTINGS
UTILITIES
FOR
BID
Sheet No. CSS1.2
No.
SR-102
09+00
Undisturbed earth
Mechanical compacted backfill
ie. sheepfoot roller.
1' above top of pipe
Bench trench to set trench box
Granular backfill
12"
NOTE:
Construction method shall insure all voids
are backfilled after removal of trench box.
Sewer tile
TYPE III BEDDING-PVC & VCP SEWER
Ductile iron pipe shall be installed
so that no joint occurs less than
ten feet from water main center line
CL
Sewer tile
2'-0" min.
Concrete collar
Center one 20' length of water main so
joints in the water main occur not less
than 10' from the sewer crossing
Water main
Concrete collar
NOTE:
When water and sanitary sewer mains parallel
each other, there must be a minimum 10'-0"
separation from face to face.
SEWER CROSSING OVER WATER MAIN DETAIL
Center one 20' length of water main so
joints in the water main occur not less
than 10' from the sewer crossing
Concrete collar
Water main
* 1'-6" min.
* NOTE:
When this distance is greater than
3'-0", the concrete collars and
Concrete collar
D.I. pipe will not be required.
CL
Sewer tile
Ductile iron pipe shall be installed
so that no joint occurs less than
ten feet from water main center line
Sewer tile
NOTE:
When more that 18" clearance exists,
ductile iron pipe is not required.
NOTE:
When water and sanitary sewer mains parallel
each other, there must be a minimum of 10'-0"
separation from face to face.
SEWER CROSSING UNDER WATER MAIN DETAIL
X
Varies
X
2'-0"
2-#4 Rebar at Diagonal at
Each Corner.
1-#4 Rebar on Each Side
10" Thick Poured 47-B Concrete
Collar. Outside Edge of Collar to
have 1" of Drop From Manhole Ring.
3"
NOTE:
X and Y Dimensions Called Out
on Plan Sheets.
Varies
8" Thick Concrete Collar.
Non-Shrink
Grout
Maximum
Pipe O.D.
CONCRETE MANHOLE COLLAR
Water Stop Gasket
Wall Thickness
Manhole Dia.
WATER STOP GASKET DETAIL
7 81"
4"
36"
Varies
16", 32", 48"
Varies
16", 32", 48"
8" max
1'-0"
7 81"
4"
12" Flat
Top Lid
Varies
16", 32", 48"
Varies
16", 32", 48"
Varies
16", 32", 48"
8" max
1'-0"
2'-0"
NOTE
-Manhole sections includes manhole barrel and adjusting rings.
-Block bottom section for placement.
-Adjusting rings used only under paving.
16" max. adj.
Overall
Height
(VF)
Varies
48", 60", 72"
Water Stop
Gasket
Joint seal or gasket required
at all joints.
1'-0"
Compacted crushed limestone
4"
8"
#4 Rebar 12" O.C. Each Way
CONE MANHOLE DETAIL
2'-0"
NOTE
-Manhole sections includes manhole barrel and adjusting rings.
-Block bottom section for placement.
-Adjusting rings only used under paving.
16" max. adj.
Overall
Height
(VF)
Varies
48", 60", 72"
Water Stop
Gasket
Joint seal or gasket required
at all joints.
1'-0"
Compacted crushed limestone
4"
8"
#4 Rebar 12" O.C. Each Way
FLAT TOP MANHOLE DETAIL
In-let channel
formed in base
SECTION B-B
B
B
Varies
48", 60", 72"
Water Stop Gasket
Build masonry dam
if directed by Engineer
Water Stop
Gasket
as req'd
1'-0"
Compacted crushed limestone
as Req'd
by grade
STANDARD DROP MANHOLE/
MANHOLE DROP DETAIL
Typical 8" Conc. Paving
9"
9"
2" Deep Saw Cut Fill with Asphaltic Sealant
No. 5 Rebar on 18" Centers
8"
Compacted Sub-Grade
Concrete Paving Joint
No.
Revision
By
Date
Ckd
App
Rev. 1 Original Drawings
SS
Relocation of Sanitary
Sewer Main on S. Lexington
Ave. to S. Burlington Ave.;
from "M" St. South to Lift
Station
HASTINGS
UTILITIES
FOR
BID
5-26-26 KM
Dsn K. Miller
Drwn S. Struss
Date 5/26/2026
Sup't. B. Lubken
W.O. No. SW-391
Ckd
Ckd
Sheet No. CSS3.1
No.
SR-102
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