| 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. |
| General Legend Hastings Utilities Gas Main Existing Reducer Gas Service New Reducer Water Main Existing Valve HASTINGS 2026 Water Service New Valve Sanitary Sewer Main Stop Box UTILITIES MLMH Water Main Relocation from St. Sanitary Sewer Service Existing Fire Hydrant Underground Telephone Cable New Fire Hydrant Joseph Ave. from 7th St. to 8th St., to 8th Underground Telephone Service Meter Pit St. Denver Ave to Kansas Ave.. Underground Electrical Cable Existing Manhole Underground Electrical Service New Manhole WA-138 HU 2026-43 Overhead Electrical Cable Utility Pole Overhead Electrical Service Property Pin eunevA Quail Circle Underground Cable TV Poured Thrust Block Mallard Circle PheCasiracnlet MeaCdoirwclleark egdiR liauQ Pintail Circle eunevA liatniP Underground Cable TV Service Gas Meter 9th Street Existing Storm Sewer Telephone Pedestal NoW. el3l2 Lochland Golf Course Long- eunevA Tracer Wire Riser eunevA eromitlaB fellow eoJ tS School NWoe.l l31 eunevA eunevA eunevA eunevA Hospital eunevA eunevA nlocniL sgnitsaH revneD sasnaK odaroloC atosenniM Deciduous Trees Trunk Dia. Evergreen Trees 6th Street 42nd Street 42nd Street 42nd Street under 12" eunevA renruT Osborne Drive East 39th Street Softball Complex Courthouse 5th Street 12" to 24" eunevA eromitlaB 33rd Street Leisure Lane 33rd Street enaL namrehsiF ShoreOutrigger Avenue Pepsi NCeobldr aSstkoarage Eaton Yost Avenue Railroad daoR dnalhgiH htroN daoR nairaM 35th Street enaL krapekaL Sunset eunevA Cimarron MLMH Water Main Relocation Circle From St. Joseph Ave. from 7th St to 8th St., to 8th St. Denver Dockside Cove Shoreside Cove Lakeview Cove North evirD lledneW enaL krapekaL 31st Street 182 yawhgiH / eunevA notgnilruB Big G Drive Osborne Drive West tsaE evirD enrobsO Union Pacific Ave. to Kansas Ave. WR-140 above 24" 41 North Shore Drive Hastings 26th Street 26th Street Lake By Pass Road/26th Street 26th Street 26th Street 26th Street Wharfside Drive eunevA eromitlaB South Shore Drive tsaE evirD enrobsO eunevA mlE eunevA dn2 Dolphin Drive Burlington Avenue / Highway 281 South Shore Drive Pollution eunevA enialB Hastings Municipal Airport FCaocnilittrioels 15th St 14th Street North 12th Street 4 12th Street 12th Street Westchester Drive Sheridan Drive evirD egdireppeP 32 evirD ycnegeR Indian Acres Drive eunevA driaL eunevA eohaparA eunevA ehcapA eunevA enarC 14th Street Edgewood Lane Elk Lane evirD egdirtseW evirD egdirklE 17th Street Drainageway Watson ecalP evirD egatireH dR ruhtrAcaM eunevA ttiweH eunevA retsbeW eunevA nlocniL Morningsid 1 e 4 t D h r i S ve treet Kings Dale Rd nadirehS Westwood Terrace 13th Street daoR gnihsreP Hill Street MHaussteinugms Heritage Drive Crestmoor Drive eunevA sggirB smailliW eunevA euvelleB eunevA notgnixeL 18th Street YMCA 16th Street Sumner Street eunevA eromitlaB Libs Park HigShe Snicohrool 17th Street Drainageway Imperial Drive 16th Street daoR dnalhgiH htroN eunevA srednuaS eunevA notgnilruB eunevA sgnitsaH daoR nairaM 22 Champions Osborne Drive East 12th Street eunevA mlE 12th Street 12th Street eunevA sasnaK eunevA odaroloC eunevA atosenniM draveluoB ediS tsaE 14th Street Pacific Street Crosier 13th Street eunevA ecurpS eunevA dlanoDcM eunevA eniP Parkview 13th Street eunevA ymedacA eunevA ainrofilaC eunevA radeC eunevA renruT 19th Street Cemetary eunevA revneD eunevA eoJ tS 16th Street eunevA mlE Union Pacific Railroad CMetm Seintaariy Burlington Northern Railroad 12th Street eunevA eoJ tS eunevA sasnaK Med. 22nd Street Park draveluoB taobwohS/daoR ssaP yB YMCA/ Hastings School Park StFaitrieon 12th Street DSteantivoenr 18th Street 12th Street Sheet Index CW1.1 to CW1.6 Water Main Improvements Plan and Profile Sheets Long- A Street B Street C Street D Street 5th Street HRCea egs n tiion teng rasl 2nd Street DLD Road eunevA dnaldooW eunevA elpaM eunevA ytiC neeuQ eunevA enotsyeK D Street eunevA dleifraG eunevA ogacihC eunevA tseW eunevA driaL eunevA tuntsehC eunevA senraB eunevA euvelleB eunevA notgnixeL 3rd Street evirD tesnuS Chataqua 2nd Street evirD edislliH 4th Street eunevA kroY weN A Street eunevA notsoB B Street eunevA eromitlaB A Street B Street C Street eunevA nwaL tseW eunevA nosreffeJ eunevA notgnihsaW eunevA rreK eunevA notgnilruB/182 yawhgiH 5th Street 5th Street 4th Street 4th Street 3rd Street 3rd Street 2nd Street eunevA sggirB 2nd Street 1st Street eunevA euvelleB eunevA notgnixeL eunevA nlocniL eunevA sgnitsaH Elmwood Street eromacyS Glenwood Avenue Ridgewood 7th Street daoR retneC lanoigeR yrokciH doowrairB Park Lane Drive eunevA eromacyS Home Street Park Lane Drive Richmond Avenue Boyce Street Bateman Street doowelpaM St. Boyce Street 8th Street Bateman Street 7th Street 6th Street eunevA dnomhciR eunevA doownelG evirD yellaV nuS eunevA nothgierC tnomkaO eunevA esahC yellaV eunevA driaL eunevA tuntsehC eunevA senraB eunevA enarC 8th Street tesnuS tseW 9th Street daoR nairaM Sunmart ImMpearlilal Village DriveParadise Drive Park Lane Drive eunevA doowtnerB Hawthorne 11th Street 10th Street 9th Street eunevA nedliT nedniL 10th Street eunevA nwaL tseW eunevA ttiweH eunevA retsbeW 8th Street eunevA ogewsO eunevA nosreffeJ eunevA notgnihsaW School 7th Street Oswego6th Street eunevA euvelleB eunevA notgnixeL eunevA nlocniL eunevA sgnitsaH fellow eunevA sggirB eunevA srednuaS eunevA smailliW 7th Street 6th Street School eunevA eromitlaB 11th Street 11th Street 10th Street 9th Street 9th Street eunevA notgnilruB/182 yawhgiH eunevA mlE eunevA ts1 eunevA dn2 eunevA dr3 euenveivrDA tncoetpssgonriKP draveluoB taobwohS D Street D Street eunevA Park Street South Street South Street / Highway 6 A Street B Street C Street C Street eunevA eniP eunevA dn2 Perkins eunevA erawaleD Duncan dnalsI edohR eunevA radeC eunevA ts1 eunevA ts1 HPaarrmk eunevA ainrofilaC Courthouse 5th Street 4th Street 3rd Street 2nd Street eunevA revneD eunevA eoJ tS eunevA sasnaK eunevA odaroloC eunevA atosenniM eunevA eniP eunevA dn2 4th Street 3rd Street eunevA hsA 5th Street eunevA mlE SAclchoototl eunevA ainrofilaC dnalsI edohR eunevA radeC Burlington Northern Railroad eunevA ht5 Cranbrook East Park Street Highway 6/South Street B Street doowyaM 5th Street Greenhouse Durwood 3rd Street eunevA dr3 eunevA ht6 daorliaR cificaP noinU Burlington Northern Railroad Highway 6/South Street eunevA eoJ tS eunevA hsA Pleasant Street University Street Waynoka Street eunevA revneD eunevA sasnaK eunevA eniP Hospital eunevA odaroloC eunevA atosenniM draveluoB ediS tsaE 6th Street eunevA renruT eunevA dn2 College University Street Waynoka Street eunevA ainrofilaC eunevA radeC Ringland Road Lakeside Drive Heartwell Park Forest Boulevard 9th Street 7th Street 6th Street 9th Street daoR llonK eniP Avalon Bentwood eunevA dr3 eunevA ht4 Pleasant Street eunevA ht5 6th Street yerffeJ eunevA ht4 samohT evirD araS 7th Street evirD nanoR eunevA ht6 draveluoB taobwohS/daoR ssaPyB Ag EPtrhoacneosls Pinlagn, tInc. 7th Street eunevA enialB School Michael's Morton School Hastings 7th Street Field Middle Park 2nd Street 2nd Street Field CW2.1 to CW2.2 Water Main Improvements Civil Fitting Details CW3.1 Water Main Improvements Civil Standard Plan Details E Street Hastings/Adams County Landfill and Wood Waste Facility Zion Lutheran Brickyard Church & School eunevA notgnilruB/182 yawhgiH Central Van UPS Adams Centennial Avenue Thermo G S - tre K et ing Renae Lane eunevA nilknarF D Street E Street Elizabeth Lane H Street eunevA namwoL eunevA nosremE eunevA lleweS E Street CPaarrtker Lincoln daoR nairaM eunevA nlocniL eunevA sgnitsaH E Street Good Samaritan Village F Street G Street Paul Street H Street eunevA mlE/6 yawhgiH E Street F Street eunevA revneD eunevA eoJ tS eunevA sasnaK eunevA odaroloC eunevA atosenniM ht4 Park School F Street F Street Logistics Diest G C roFo uau ninrd ty s G Street H Street No. Revision By Date Ckd App 1 For Bid S.S. 4/29/26 K.M. 4/29/26 Highway No. 6 Highway 6/"J" Street Highway No. 6 Dsn K. Miller MLMH Water Main evirD slliH nrehtuoS 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 W.O. No. WA-138 R Kansas Ave. Ckd Ckd below. Sheet No. Cover Know what's No. Callbefore you dig. HASTINGS WR-140 UTILITIES | |
|---|---|
| K. Miller Drwn S. Struss Date 4/29/2026 Sup't. B. Lubken W.O. No. WA-138 Ckd | |
| Ckd Sheet No. Cover No. WR-140 |
| tsaE evirD enrobsO eunevA mlE eunevA dn2 Pollution FCaocnilittrioels 22nd Street draveluoB Osborne Drive East eunevA mlE taobwohS/daoR ssaP yB eunevA odaroloC eunevA atosenniM draveluoB ediS tsaE 14th Street 16th Street Union Pacific Railroad Bu Pacific Street Crosier Parkview eunevA ainrofilaC Park 12th Street eunevA mlE 12th Street 12th Street 13th Street eunevA ecurpS eunevA dlanoDcM eunevA eniP 13th Street eunevA ymedacA eunevA radeC eunevA renruT Cemetary CMetm Seintaariy Ringland Road Lakeside Drive Heartwell Park draveluoB taobwohS/daoR Forest Boulevard 9th Street 9th Street daoR llonK eniP evirD nanoR ssaPyB eunevA hsA Pleasant Street University Street Waynoka Street eunevA odaroloC eunevA atosenniM draveluoB ediS tsaE eunevA eniP eunevA renruT eunevA dn2 College University Street Waynoka Street eunevA ainrofilaC eunevA radeC 7th Street eunevA dr3 eunevA ht4 Pleasant Street eunevA ht5 7th Street eunevA ht6 Hastings 7th Street | Railroad Northern rlington 12th Street Ag EPtrhoacneosls Pinlagn, tInc. 7th Street |
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General Legend
Gas Main Existing Reducer
Gas Service
New Reducer
Water Main Existing Valve
Water Service
New Valve
Sanitary Sewer Main Stop Box
Sanitary Sewer Service
Existing Fire Hydrant
Underground Telephone Cable New Fire Hydrant
Underground Telephone Service
Meter Pit
Underground Electrical Cable Existing Manhole
Underground Electrical Service
New Manhole
Overhead Electrical Cable Utility Pole
Overhead Electrical Service
Property Pin
Underground Cable TV Poured Thrust Block
Underground Cable TV Service
Gas Meter
Existing Storm Sewer Telephone Pedestal
Tracer Wire Riser
Deciduous Trees Trunk Dia. Evergreen Trees
under 12"
12" to 24"
Dockside Cove Shoreside Cove
above 24"
Wharfside Drive
15th St 14th Street North
Long- A Street B Street C Street D Street
E Street
evirD slliH nrehtuoS
5th Street HRCea egs n tiion teng rasl 2nd Street DLD Road
Hastings/Adams County Landfill and Wood Waste Facility
Highway No. 6 Highway 6/"J" Street
eunevA dnaldooW eunevA elpaM eunevA ytiC neeuQ eunevA enotsyeK
Zion Lutheran Brickyard Church & School eunevA notgnilruB/182 yawhgiH Central Van UPS Adams Centennial Avenue Thermo G S - tre K et ing Renae Lane eunevA nilknarF
D Street
D Street E Street Elizabeth Lane H Street eunevA namwoL eunevA nosremE eunevA lleweS E Street
eunevA dleifraG eunevA ogacihC
CPaarrtker Lincoln daoR nairaM
eunevA tseW eunevA driaL eunevA tuntsehC eunevA senraB eunevA euvelleB eunevA notgnixeL
eunevA nlocniL eunevA sgnitsaH
3rd Street evirD tesnuS Chataqua 2nd Street evirD edislliH 4th Street eunevA kroY weN A Street eunevA notsoB B Street eunevA eromitlaB A Street B Street C Street eunevA nwaL tseW eunevA nosreffeJ eunevA notgnihsaW eunevA rreK eunevA notgnilruB/182 yawhgiH 5th Street 5th Street 4th Street 4th Street 3rd Street 3rd Street 2nd Street eunevA sggirB 2nd Street 1st Street eunevA euvelleB eunevA notgnixeL eunevA nlocniL eunevA sgnitsaH Elmwood Street eromacyS Glenwood Avenue Ridgewood 7th Street daoR retneC lanoigeR yrokciH doowrairB
12th Street
Park Lane Drive eunevA eromacyS
4
Home Street Park Lane Drive Richmond Avenue Boyce Street Bateman Street doowelpaM St. Boyce Street 8th Street Bateman Street 7th Street 6th Street eunevA dnomhciR eunevA doownelG evirD yellaV nuS eunevA nothgierC tnomkaO eunevA esahC yellaV eunevA driaL eunevA tuntsehC eunevA senraB eunevA enarC 8th Street tesnuS tseW 9th Street daoR nairaM
12th Street
Sunmart ImMpearlilal Village DriveParadise Drive Park Lane Drive eunevA doowtnerB Hawthorne 11th Street 10th Street 9th Street eunevA nedliT nedniL 10th Street eunevA nwaL tseW eunevA ttiweH eunevA retsbeW 8th Street eunevA ogewsO eunevA nosreffeJ eunevA notgnihsaW School 7th Street Oswego6th Street eunevA euvelleB eunevA notgnixeL eunevA nlocniL eunevA sgnitsaH fellow eunevA sggirB eunevA srednuaS eunevA smailliW 7th Street 6th Street School eunevA eromitlaB
12th Street
11th Street 11th Street 10th Street 9th Street 9th Street eunevA notgnilruB/182 yawhgiH
Westchester Drive Sheridan Drive evirD egdireppeP 32 evirD ycnegeR Indian Acres Drive eunevA driaL eunevA eohaparA eunevA ehcapA eunevA enarC 14th Street Edgewood Lane Elk Lane evirD egdirtseW evirD egdirklE 17th Street Drainageway Watson ecalP evirD egatireH dR ruhtrAcaM eunevA ttiweH eunevA retsbeW eunevA nlocniL Morningsid 1 e 4 t D h r i S ve treet Kings Dale Rd nadirehS Westwood Terrace 13th Street daoR gnihsreP Hill Street MHaussteinugms Heritage Drive Crestmoor Drive eunevA sggirB smailliW eunevA euvelleB eunevA notgnixeL 18th Street YMCA 16th Street Sumner Street eunevA eromitlaB Libs Park HigShe Snicohrool 17th Street Drainageway Imperial Drive 16th Street daoR dnalhgiH htroN
eunevA eromitlaB
eunevA srednuaS eunevA notgnilruB eunevA sgnitsaH
Lakeview Cove North
41
26th Street
daoR nairaM 22
eunevA eromitlaB
North Shore Drive
26th Street
South Shore Drive
Champions
evirD lledneW enaL krapekaL
42nd Street
33rd Street Leisure Lane
31st Street
Osborne Drive East
eunevA mlE eunevA ts1 eunevA dn2 eunevA dr3 euenveivrDA tncoetpssgonriKP draveluoB taobwohS D Street
E Street Good Samaritan Village F Street G Street Paul Street H Street eunevA mlE/6 yawhgiH
D Street
E Street F Street eunevA revneD eunevA eoJ tS eunevA sasnaK eunevA odaroloC eunevA atosenniM
eunevA
ht4
Park Street South Street South Street / Highway 6 A Street B Street C Street C Street eunevA eniP eunevA dn2 Perkins eunevA erawaleD Duncan dnalsI edohR eunevA radeC eunevA ts1 eunevA ts1 HPaarrmk eunevA ainrofilaC Courthouse 5th Street 4th Street 3rd Street 2nd Street eunevA revneD eunevA eoJ tS eunevA sasnaK eunevA odaroloC eunevA atosenniM eunevA eniP eunevA dn2 4th Street 3rd Street eunevA hsA 5th Street eunevA mlE SAclchoototl eunevA ainrofilaC dnalsI edohR eunevA radeC Burlington Northern Railroad eunevA ht5 Cranbrook East Park Street Highway 6/South Street B Street doowyaM 5th Street Greenhouse Durwood 3rd Street eunevA dr3 eunevA ht6 daorliaR cificaP noinU Burlington Northern Railroad Highway 6/South Street eunevA eoJ tS eunevA hsA Pleasant Street University Street Waynoka Street eunevA revneD eunevA sasnaK eunevA eniP Hospital eunevA odaroloC eunevA atosenniM draveluoB ediS tsaE 6th Street eunevA renruT eunevA dn2 College University Street Waynoka Street eunevA ainrofilaC eunevA radeC
12th Street
Ringland Road Lakeside Drive Heartwell Park Forest Boulevard 9th Street 7th Street 6th Street
eunevA mlE
9th Street daoR llonK eniP Avalon Bentwood eunevA dr3 eunevA ht4 Pleasant Street eunevA ht5 6th Street yerffeJ eunevA ht4 samohT evirD araS
12th Street
7th Street evirD nanoR eunevA ht6
12th Street eunevA sasnaK eunevA odaroloC eunevA atosenniM draveluoB ediS tsaE
draveluoB taobwohS/daoR ssaPyB
14th Street Pacific Street Crosier 13th Street eunevA ecurpS eunevA dlanoDcM eunevA eniP Parkview 13th Street eunevA ymedacA eunevA ainrofilaC eunevA radeC eunevA renruT 19th Street Cemetary eunevA revneD eunevA eoJ tS 16th Street eunevA mlE Union Pacific Railroad CMetm Seintaariy
Ag EPtrhoacneosls Pinlagn, tInc. 7th Street eunevA enialB
Burlington Northern Railroad 12th Street
eunevA renruT Osborne Drive East
182 yawhgiH / eunevA notgnilruB
tsaE evirD enrobsO eunevA mlE eunevA dn2 Dolphin Drive Burlington Avenue / Highway 281
eunevA eoJ tS eunevA sasnaK
Lake
Hastings
South Shore Drive
By Pass Road/26th Street
Pollution
Med. 22nd Street Park draveluoB taobwohS/daoR ssaP yB
33rd Street
Big G
enaL namrehsiF ShoreOutrigger Avenue
Drive Osborne Drive West tsaE evirD enrobsO
39th Street
Pepsi NCeobldr aSstkoarage Eaton Yost Avenue
Union Pacific
Railroad
eunevA enialB
Mallard Circle PheCasiracnlet MeaCdoirwclleark
NoW. el3l2 Lochland Golf Course
NWoe.l l31
42nd Street
Softball Complex
26th Street
eunevA eromitlaB
eunevA
egdiR liauQ
Quail Circle
Pintail Circle eunevA liatniP
42nd Street
26th Street
Hastings Municipal Airport FCaocnilittrioels
YMCA/ Hastings School Park StFaitrieon 12th Street DSteantivoenr
School Michael's Morton School Hastings 7th Street Field Middle Park 2nd Street 2nd Street Field
Park School F Street F Street Logistics Diest G C roFo uau ninrd ty s G Street H Street
daoR dnalhgiH htroN daoR nairaM 35th Street
26th Street
18th Street 12th Street
Highway No. 6
enaL krapekaL Sunset eunevA
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
Long-
Cimarron MLMH Water Main Relocation Circle From St. Joseph Ave. from 7th St to 8th St., to 8th St. Denver
Ave. to Kansas Ave. WR-140
Sheet Index CW1.1 to CW1.6 Water Main Improvements Plan and Profile Sheets
CW2.1 to CW2.2 Water Main Improvements Civil Fitting Details CW3.1 Water Main Improvements Civil Standard Plan Details
No. Revision By Date Ckd App
1 For Bid S.S. 4/29/26 K.M. 4/29/26
Dsn K. Miller MLMH Water Main
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 W.O. No. WA-138
R Kansas Ave. Ckd
Ckd
below. Sheet No. Cover
Know what's No.
Callbefore you dig. HASTINGS WR-140
UTILITIES
eunevA
nlocniL
eunevA
sgnitsaH
9th Street
fellow
Courthouse 5th Street
eunevA
revneD
eunevA
eoJ tS
eunevA
sasnaK
Hospital eunevA
odaroloC
eunevA
atosenniM
School
6th 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.. General Notes WA-138 HU 2026-43 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 CW1.1 .evA to Construction. .evA sasnaK hpesoJ .evA 2. The Contractor will be Responsible for Calling "Diggers Hotline" revneD .tS for Locations of all Underground Facilities. 2.1WC 3. The Contractor will be Responsible for Replacement of Gravel WATER MAIN QUANTITIES BID SECTION A on Driveways or Streets in this Area. 10" HDD DIP Water Main 1047.00 Lin. Ft. 10" Foster Adaptor 16.00 Each 10" DIP Water Main 35.00 Lin. Ft. 4" Foster Adaptor 1.00 Each 4. The Contractor Shall be Responsible for Repair of Construction CW1.3 8" DIP Water Main 5.00 Lin. Ft. 10" MEGA Lug 18.00 Each Site to Fine Grading for Seeding. Damaged Areas Shall be 4" DIP Water Main 5.00 Lin. Ft. 4" MEGA Lug 5.00 Each Leveled Out to Match Existing Grade Conditions and Raked to .evA Provide Suitable Bedding for Seeding. All Unsuitable Material revneD .evA 10" Gate Valve and Box 10.00 Each Remove 10" MJ Plug 2.00 Each Shall be Removed Such as Rock, Concrete, Etc. and is sasnaK 4" Gate Valve and Box 1.00 Each Remove 4" Gate Valve and Box 1.00 Each Subsidiary to the Bid. Owner to Seed Seed. Remove 4" Foster Adaptor 1.00 Each Fire Hydrant (5'-6" Bury) 2.00 Each Remove Fire Hydrant Assembly 1.00 Each FH 6" Gate Valve and Box 2.00 Each Tree Removal 1.00 Each 5. The Contractor Shall be Responsible for the Erosion Control on FH 10"x 6" MJ Tee (2) 180.00 Pounds the Project and is Subsidiary to the Bid. Removal of all Erosion Control Structures will be Removed by Hastings Utilities After 5.1WC FH 6", 36" SW x SW Adapter (3) 261.00 Pounds Remove and Replace Conc./Asphalt Street 13.00 Sq. Yds. FH 6" Foster Adaptor 1.00 Each Remove and Replace Concrete Drive 119.00 Sq. Yds. Seeding is Established. Remove and Replace Concrete Sidewalk 465.00 Sq. Ft. 10"x 10" MJ Cross (1) 145.00 Pounds Remove and Replace Concrete Curb 125.00 Lin. Ft. 6. The Contractor is Responsible for the Traffic Control and Closure 10"x 10" MJ Tee (5) 600.00 Pounds Sawcut 280.00 Lin. Ft. of any Lanes of Traffic and is Subsidiary to the Bid. All 10"x 4" MJ Tee (1) 78.00 Pounds Barricades and Barricading Shall Comply with the Latest Edition 10" 90 degrees MJ Bend (2) 178.00 Pounds 3 lb. Anode 3.00 Each of Part VI of the Manual on "Uniform Traffic Control Devices". 4.1WC .evA 10" 45 degrees MJ Bend (2) 140.00 Pounds Blue Water Marking Tape 1241.00 Lin. Ft. sasnaK 4" 45 degrees MJ Bend (2) 44.00 Pounds Tracer Wire 1241.00 Lin. Ft. 7. Any Potholing or Excavating of Existing Utilities Needed to .evA 10" 11.25 degrees MJ Bend (1) 58.00 Pounds Tracer Wire Riser 4.00 Each Complete this Project is Subsidiary to the Bid. revneD 10" MJ Plug (5) 180.00 Pounds Thrust Block 14.00 Each 4" MJ Plug (1) 10.00 Pounds 8. Some Properties in the Project Area May Have Underground 10" MJ Cap (3) 96.00 Pounds Sprinklers on them. Any Damages and Repairs will be the 4" MJ Cap (1) 9.00 Pounds Responsibility of the Contractor. 8" Solid Sleeve (1) 45.00 Pounds 6.1WC .evA WATER MAIN QUANTITIES BID SECTION B sasnaK 8" HDD DIP Water Main 139.00 Lin. Ft. Remove 8" DIP Water Main 8.00 Lin. Ft. 8" DIP Water Main 39.00 Lin. Ft. Remove 8" 22.5 degrees MJ Bend 1.00 Each 6" DIP Water Main 5.00 Lin. Ft. Remove 8" 45 degrees MJ Bend 4.00 Each 4" DIP Water Main 4.00 Lin. Ft. Remove 8"x 8" MJ Tee w/8" MJ Plug 1.00 Each .evA Remove Valve Box 2.00 Each revneD 8" Gate Valve and Box 2.00 Each 6" PIV Gate Valve 1.00 Each Remove and Replace Concrete Drive 74.00 Sq. Yds. 4" Gate Valve and Box 1.00 Each Remove and Replace Concrete Sidewalk 756.00 Sq. Ft. Remove and Replace Concrete Curb 44.00 Lin. Ft. 8"x 8" Tapping Sleeve By HU 1.00 Each Sawcut 162.00 Lin. Ft. 8" Tapping Valve and Box By HU 1.00 Each 3 lb. Anode 2.00 Each CW1.4 8"x 8" MJ Tee (4) 344.00 Pounds Blue Water Marking Tape 186.00 Lin. Ft. 8"x 4" MJ Tee (1) 60.00 Pounds Tracer Wire 186.00 Lin. Ft. 8" 90 degrees MJ Bend (1) 57.00 Pounds Tracer Wire Riser 2.00 Each 8" 45 degrees MJ Bend (2) 92.00 Pounds Thrust Block 13.00 Each 10" x 8" MJ Reducer (1) 50.00 Pounds 8" x 6" MJ Reducer (1) 36.00 Pounds .evA .evA 8" MJ Plug (6) 156.00 Pounds revneD sasnaK 10" MJ Cap (2) 64.00 Pounds 8" Foster Adaptor 4.00 Each 6" Foster Adaptor 1.00 Each 7th Street 7th Street 7th Street 7th Street 4" Foster Adaptor 1.00 Each 8" MEGA Lug 10.00 Each No. Revision By Date Ckd App 1 For Bid S.S. K.M. 4/29/26 4/29/26 Dsn K. Miller MLMH Water Main 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 W.O. No. WA-138 R Kansas Ave. Ckd Ckd below. Sheet No. Quantities Know what's No. Callbefore you dig. HASTINGS WR-140 UTILITIES | ||||||||
|---|---|---|---|---|---|---|---|---|
| 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 Ave. from 7th St. to 8th St. to 8th St. Denver Ave. to | Dsn K. Miller | |||||||
| Drwn S. Struss Date 4/29/2026 Sup't. B. Lubken W.O. No. WA-138 Ckd | ||||||||
| Kansas Ave. HASTINGS UTILITIES | Ckd Sheet No. Quantities No. WR-140 |
| H |
|---|
| CW1.1 .evA hpesoJ .evA revneD .tS 2.1WC .evA revneD 5.1WC .evA revneD 6.1WC .evA revneD CW .evA revneD 7th Street 7th Street | CW1.1 .ev | CW1.3 | .evA sasnaK | ||||||
|---|---|---|---|---|---|---|---|---|---|
| A hpesoJ .evA revneD .tS 2.1WC .evA revneD | |||||||||
| .evA sasnaK | |||||||||
| .evA sasnaK | |||||||||
| WATER MAIN QUANTITIES BID SECTION A | ||||
|---|---|---|---|---|
| 10" HDD DIP Water Main 1 | 047.00 Lin. Ft. | 10" Foster Adaptor | 16.00 | Each |
| 10" DIP Water Main | 35.00 Lin. Ft. | 4" Foster Adaptor | 1.00 | Each |
| 8" DIP Water Main | 5.00 Lin. Ft. | 10" MEGA Lug | 18.00 | Each |
| 4" DIP Water Main | 5.00 Lin. Ft. | 4" MEGA Lug | 5.00 | Each |
| 10" Gate Valve and Box | 10.00 Each | Remove 10" MJ Plug | 2.00 | Each |
| 4" Gate Valve and Box | 1.00 Each | Remove 4" Gate Valve and Box | 1.00 | Each |
| Remove 4" Foster Adaptor | 1.00 | Each | ||
| Fire Hydrant (5'-6" Bury) | 2.00 Each | Remove Fire Hydrant Assembly | 1.00 | Each |
| FH 6" Gate Valve and Box FH 10"x 6" MJ Tee (2) | 2.00 Each 180.00 Pounds | Tree Removal | 1.00 | Each |
| FH 6", 36" SW x SW Adapter (3) | 261.00 Pounds | Remove and Replace Conc./Asphalt St | reet 13.00 | Sq. Yds. |
| FH 6" Foster Adaptor | 1.00 Each | Remove and Replace Concrete Driv | e 119.00 | Sq. Yds. |
| Remove and Replace Concrete Side | walk 465.00 | Sq. Ft. | ||
| 10"x 10" MJ Cross (1) | 145.00 Pounds | Remove and Replace Concrete Cur | b 125.00 | Lin. Ft. |
| 10"x 10" MJ Tee (5) | 600.00 Pounds | Sawcut | 280.00 | Lin. Ft. |
| 10"x 4" MJ Tee (1) | 78.00 Pounds | |||
| 10" 90 degrees MJ Bend (2) | 178.00 Pounds | 3 lb. Anode | 3.00 | Each |
| 10" 45 degrees MJ Bend (2) | 140.00 Pounds | Blue Water Marking Tape | 1241.00 | Lin. Ft. |
| 4" 45 degrees MJ Bend (2) 10" 11.25 degrees MJ Bend (1) | 44.00 Pounds 58.00 Pounds | Tracer Wire Tracer Wire Riser | 1241.00 4.00 | Lin. Ft. Each |
| 10" MJ Plug (5) 4" MJ Plug (1) | 180.00 Pounds 10.00 Pounds | Thrust Block | 14.00 | Each |
| 10" MJ Cap (3) 4" MJ Cap (1) | 96.00 Pounds 9.00 Pounds | |||
| 8" Solid Sleeve (1) | 45.00 Pounds | |||
| WATER MAIN QUANTITIES BID SECTION B | ||||
|---|---|---|---|---|
| 8" HDD DIP Water Main | 139.00 Lin. Ft. | Remove 8" DIP Water Main | 8.00 | Lin. Ft. |
| 8" DIP Water Main | 39.00 Lin. Ft. | Remove 8" 22.5 degrees MJ Bend | 1.00 | Each |
| 6" DIP Water Main | 5.00 Lin. Ft. | Remove 8" 45 degrees MJ Bend | 4.00 | Each |
| 4" DIP Water Main | 4.00 Lin. Ft. | Remove 8"x 8" MJ Tee w/8" MJ Plug | 1.00 | Each |
| Remove Valve Box | 2.00 | Each | ||
| 8" Gate Valve and Box | 2.00 Each | |||
| 6" PIV Gate Valve | 1.00 Each | Remove and Replace Concrete Driv | e 74.00 | Sq. Yds. |
| 4" Gate Valve and Box | 1.00 Each | Remove and Replace Concrete Side | walk 756.00 | Sq. Ft. |
| Remove and Replace Concrete Cur | b 44.00 | Lin. Ft. | ||
| 8"x 8" Tapping Sleeve By HU | 1.00 Each | Sawcut | 162.00 | Lin. Ft. |
| 8" Tapping Valve and Box By HU | 1.00 Each | |||
| 3 lb. Anode | 2.00 | Each | ||
| 8"x 8" MJ Tee (4) | 344.00 Pounds | Blue Water Marking Tape | 186.00 | Lin. Ft. |
| 8"x 4" MJ Tee (1) | 60.00 Pounds | Tracer Wire | 186.00 | Lin. Ft. |
| 8" 90 degrees MJ Bend (1) | 57.00 Pounds | Tracer Wire Riser | 2.00 | Each |
| 8" 45 degrees MJ Bend (2) | 92.00 Pounds | Thrust Block | 13.00 | Each |
| 10" x 8" MJ Reducer (1) | 50.00 Pounds | |||
| 8" x 6" MJ Reducer (1) | 36.00 Pounds | |||
| 8" MJ Plug (6) | 156.00 Pounds | |||
| 10" MJ Cap (2) | 64.00 Pounds | |||
| 8" Foster Adaptor | 4.00 Each | |||
| 6" Foster Adaptor | 1.00 Each | |||
| 4" Foster Adaptor | 1.00 Each | |||
| 8" MEGA Lug | 10.00 Each | |||
Hastings Utilities
HASTINGS 2026
UTILITIES
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.
No. Revision By Date Ckd App
1 For Bid S.S. K.M.
Dsn K. Miller
MLMH Water Main
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 W.O. No. WA-138
R Kansas Ave. Ckd
Ckd
below. Sheet No. Quantities
Know what's No.
Callbefore you dig. HASTINGS WR-140
UTILITIES
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CW1.4
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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
WATER MAIN QUANTITIES BID SECTION A
10" HDD DIP Water Main 1047.00 Lin. Ft. 10" Foster Adaptor 16.00 Each
10" DIP Water Main 35.00 Lin. Ft. 4" Foster Adaptor 1.00 Each
8" DIP Water Main 5.00 Lin. Ft. 10" MEGA Lug 18.00 Each
4" DIP Water Main 5.00 Lin. Ft. 4" MEGA Lug 5.00 Each
10" Gate Valve and Box 10.00 Each Remove 10" MJ Plug 2.00 Each
4" Gate Valve and Box 1.00 Each Remove 4" Gate Valve and Box 1.00 Each
Remove 4" Foster Adaptor 1.00 Each
Fire Hydrant (5'-6" Bury) 2.00 Each Remove Fire Hydrant Assembly 1.00 Each
FH 6" Gate Valve and Box 2.00 Each Tree Removal 1.00 Each
FH 10"x 6" MJ Tee (2) 180.00 Pounds
FH 6", 36" SW x SW Adapter (3) 261.00 Pounds Remove and Replace Conc./Asphalt Street 13.00 Sq. Yds. FH 6" Foster Adaptor 1.00 Each Remove and Replace Concrete Drive 119.00 Sq. Yds.
Remove and Replace Concrete Sidewalk 465.00 Sq. Ft.
10"x 10" MJ Cross (1) 145.00 Pounds Remove and Replace Concrete Curb 125.00 Lin. Ft.
10"x 10" MJ Tee (5) 600.00 Pounds Sawcut 280.00 Lin. Ft.
10"x 4" MJ Tee (1) 78.00 Pounds
10" 90 degrees MJ Bend (2) 178.00 Pounds 3 lb. Anode 3.00 Each
10" 45 degrees MJ Bend (2) 140.00 Pounds Blue Water Marking Tape 1241.00 Lin. Ft.
4" 45 degrees MJ Bend (2) 44.00 Pounds Tracer Wire 1241.00 Lin. Ft.
10" 11.25 degrees MJ Bend (1) 58.00 Pounds Tracer Wire Riser 4.00 Each
10" MJ Plug (5) 180.00 Pounds Thrust Block 14.00 Each
4" MJ Plug (1) 10.00 Pounds
10" MJ Cap (3) 96.00 Pounds
4" MJ Cap (1) 9.00 Pounds
8" Solid Sleeve (1) 45.00 Pounds
WATER MAIN QUANTITIES BID SECTION B
8" HDD DIP Water Main 139.00 Lin. Ft. Remove 8" DIP Water Main 8.00 Lin. Ft.
8" DIP Water Main 39.00 Lin. Ft. Remove 8" 22.5 degrees MJ Bend 1.00 Each
6" DIP Water Main 5.00 Lin. Ft. Remove 8" 45 degrees MJ Bend 4.00 Each
4" DIP Water Main 4.00 Lin. Ft. Remove 8"x 8" MJ Tee w/8" MJ Plug 1.00 Each
Remove Valve Box 2.00 Each
8" Gate Valve and Box 2.00 Each
6" PIV Gate Valve 1.00 Each Remove and Replace Concrete Drive 74.00 Sq. Yds.
4" Gate Valve and Box 1.00 Each Remove and Replace Concrete Sidewalk 756.00 Sq. Ft.
Remove and Replace Concrete Curb 44.00 Lin. Ft.
8"x 8" Tapping Sleeve By HU 1.00 Each Sawcut 162.00 Lin. Ft.
8" Tapping Valve and Box By HU 1.00 Each
3 lb. Anode 2.00 Each
8"x 8" MJ Tee (4) 344.00 Pounds Blue Water Marking Tape 186.00 Lin. Ft.
8"x 4" MJ Tee (1) 60.00 Pounds Tracer Wire 186.00 Lin. Ft.
8" 90 degrees MJ Bend (1) 57.00 Pounds Tracer Wire Riser 2.00 Each
8" 45 degrees MJ Bend (2) 92.00 Pounds Thrust Block 13.00 Each
10" x 8" MJ Reducer (1) 50.00 Pounds
8" x 6" MJ Reducer (1) 36.00 Pounds
8" MJ Plug (6) 156.00 Pounds
10" MJ Cap (2) 64.00 Pounds
8" Foster Adaptor 4.00 Each
6" Foster Adaptor 1.00 Each
7th Street 7th Street 7th Street 7th Street 4" Foster Adaptor 1.00 Each
8" MEGA Lug 10.00 Each
4/29/26 4/29/26
| 00+00 01+00 02+00 03+00 04+00 05+00 06+00 .evA hpesoJ tlahpsA eunevA .tS Remove and Replace 190 SF of revneD tlahpsA Remove and Replace 112 SF of C C o ut ncrete Sidewalk w/10 LF Saw 8 M 15 o r N ris . o K n a n C s a a n s c A er ve. Concrete Sidewalk w/10 LF Saw Cut B CW2.1 298 LF OF NEW 10" HDD DIP WATER MAIN A Eq. Sta. 3+98 BK = CW2.1 Sta. 11+00 AH S L IA T E D R O F 2 .1 W C T E E H S E E S NOTE: Private Underground Utilities On MLMH Campus need to be Located and Verified for Depths Prior to Start of NORTH Construction. Scale: 1" = 20' Depth of New Main will be Determined (Reduced Scale: 1" = 30') by this Information. 20' 0' 20' 40' 60' 00+00 01+00 02+00 03+00 04+00 05+00 06+00 | |||||||||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1930 | 1930 | ||||||||||||||||||||||||||||||||||||||||||
| 1925 | 1925 | ||||||||||||||||||||||||||||||||||||||||||
| 1920 | 1920 | ||||||||||||||||||||||||||||||||||||||||||
| 1915 | 1915 | ||||||||||||||||||||||||||||||||||||||||||
| 1910 | 1910 | ||||||||||||||||||||||||||||||||||||||||||
| 1905 | 1905 | ||||||||||||||||||||||||||||||||||||||||||
| 00+00 01+00 02+00 03+00 04+00 05+00 06+00 | |||||||||||||||||||||||||||||||||||||||||||
| R below. Know what's Callbefore you dig. | No. | Revision | By | Date | Ckd | App | Quantities are on Bid Section A WATER MAIN QUANTITIES 10" HDD DIP Water Main 298.00 Lin. Ft. Remove and Replace Concrete Sidewalk 302.00 Sq. Ft. 10" DIP Water Main 20.00 Lin. Ft. Sawcut 20.00 Lin. Ft. 10" Gate Valve and Box 4.00 Each 10"x 10" MJ Tee (2) 240.00 Pounds 10" 90 degrees MJ Bend (1) 89.00 Pounds 10" 45 degrees MJ Bend (2) 140.00 Pounds 10" MJ Plug (1) 36.00 Pounds 10" MJ Cap (1) 32.00 Pounds 3 lb. Anode 1.00 Each 10" Foster Adaptor 6.00 Each Blue Water Marking Tape 350.00 Lin. Ft. 10" MEGA Lug 6.00 Each Tracer Wire 350.00 Lin. Ft. Remove 10" MJ Plug 1.00 Each Tracer Wire Riser 1.00 Each Thrust Block 5.00 Each | MLMH Water Main Relocation from St Joseph Ave. from 7th St. to 8th St. to 8th St. Denver Ave. to | Dsn K. Miller | ||||||||||||||||||||||||||||||||||
| 10" HDD DIP Water Main 10" DIP Water Main 10" Gate Valve and Box 10"x 10" MJ Tee (2) 10" 90 degrees MJ Bend (1) | 298.00 20.00 4.00 240.00 89.00 | Lin. Ft. Lin. Ft. Each Pounds Pounds | Remove and Replace Concrete Sidewalk Sawcut | 302.00 20.00 | Sq. Ft. Lin. Ft. | Drwn S. Struss Date 4/29/2026 Sup't. B. Lubken W.O. No. WA-138 Ckd | |||||||||||||||||||||||||||||||||||||
| 1 | For Bid | S.S. 4/ | 29/26 | K.M. | 4/29/26 | 10" 45 degrees MJ Bend (2) 10" MJ Plug (1) 10" MJ Cap (1) 10" Foster Adaptor 10" MEGA Lug Remove 10" MJ Plug | 140.00 36.00 32.00 6.00 6.00 1.00 | Pounds Pounds Pounds Each Each Each | 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 | Kansas Ave. HASTINGS UTILITIES | Ckd Sheet No. CW1.1 No. WR-140 |
| .evA hpesoJ tlahpsA eunevA .tS tlahpsA revneD Remove and Replace 112 SF of Concrete Sidewalk w/10 LF Saw Cut 298 LF OF NEW 10" HDD DIP WATER MAIN A CW2.1 | Remove and Replace 190 SF of C C o ut ncrete Sidewalk w/10 LF Saw 8 M 15 o r N ris . o K n a n C s a a n s c A er ve. B CW2.1 Eq. Sta. 3+98 BK = Sta. 11+00 AH S L IA T E D R O F 2 .1 W C T E E H S E E S |
|---|
00+00 01+00 02+00 03+00 04+00 05+00 06+00
B
CW2.1
298 LF OF NEW 10" HDD DIP WATER MAIN
S
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IA
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NOTE:
Private Underground Utilities On
MLMH Campus need to be Located
and Verified for Depths Prior to Start of NORTH
Construction. Scale: 1" = 20'
Depth of New Main will be Determined (Reduced Scale: 1" = 30')
by this Information.
20' 0' 20' 40' 60'
00+00 01+00 02+00 03+00 04+00 05+00 06+00
00+00 01+00 02+00 03+00 04+00 05+00 06+00
No. Revision By Date Ckd App WATER MAIN QUANTITIES Dsn K. Miller Drwn S. Struss
10" HDD DIP Water Main 298.00 Lin. Ft. Date
10" Gate Valve and Box 4.00 Each Sup't. B. Lubken
10"x 10" MJ Tee (2) 240.00 Pounds W.O. No.
R 89.00 Pounds Ckd 10" 45 degrees MJ Bend (2) 140.00 Pounds
Ckd
10" MJ Plug (1) 36.00 Pounds
below. 3 lb. Anode 1.00 Each Sheet No. CW1.1
Know what's 10" Foster Adaptor 6.00 Each Blue Water Marking Tape 350.00 Lin. Ft. No.
Callbefore you dig. 10" MEGA Lug 6.00 Each Tracer Wire 350.00 Lin. Ft. HASTINGS
Remove 10" MJ Plug 1.00 Each Tracer Wire Riser 1.00 Each
UTILITIES Thrust Block 5.00 Each
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Remove and Replace 190 SF of
Remove and Replace 112 SF of C C o ut ncrete Sidewalk w/10 LF Saw 8 M 15 o r N ris . o K n a n C s a a n s c A er ve.
Concrete Sidewalk w/10 LF Saw
Cut
A Eq. Sta. 3+98 BK =
CW2.1 Sta. 11+00 AH
1930 1930
1925 1925
1920 1920
1915 1915
1910 1910
1905 1905
Quantities are on Bid Section A MLMH Water Main
Remove and Replace Concrete Sidewalk 302.00 Sq. Ft. Relocation from St Joseph 10" DIP Water Main 20.00 Lin. Ft. Sawcut 20.00 Lin. Ft. 4/29/2026
Ave. from 7th St. to 8th St.
to 8th St. Denver Ave. to WA-138
10" 90 degrees MJ Bend (1) Kansas Ave.
10" MJ Cap (1) 32.00 Pounds
WR-140
1 For Bid S.S. 4/29/26 K.M. 4/29/26
| 10+00 11+00 12+00 13+00 8 M 15 o r N ris . o K n a n C s a a n s c A er ve. S L IA T E D R O F 3 .1 W C R R C e e o m p n l c a o r c v e e e te 4 a D 2 n r d L iv F R e , e o R p f l e C a m c o e n o c v 4 r e 9 e t a S e n Y C d o u f rb , Me 7 d 1 i 5 c a N l . O K ff a ic n e s a B s u i A ld v i e n . g Me 7 d 1 i 5 c a N l . O K ff a ic n e s a B s u A ild v i e n . g T E R e m o v e a n d R e p l a c e 1 1 6 S F o f E H Concrete Sidewalk w/84 LF Saw S E Cut E S B Eq. Sta. 11+00 AH = Eq. Sta. 12+61 BK = C Sta. 3+98 BK Sta. 16+00 AH CW2.1 161 LF OF NEW 10" HDD DIP WATER MAIN S L K IA T St. Joseph Ave. E D R Asphalt O F 1 .1 SEE SHEET CW1.5 FOR HOSPITAL SERVICE LINE DETAILS W C T E D I E H S J E E S 71 M 5 a H N r e y . a K L lt a a h n n c n s a a i r n e s g Ave. NOTE: Private Underground Utilities On MLMH Campus need to be Located and Verified for Depths Prior to Start of NORTH Construction. Scale: 1" = 20' Depth of New Main will be Determined (Reduced Scale: 1" = 30') by this Information. 20' 0' 20' 40' 60' 10+00 11+00 12+00 13+00 | ||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1930 | 1930 | |||||||||||||||||||||||||||||||||
| 1925 | 1925 | |||||||||||||||||||||||||||||||||
| 1920 | 1920 | |||||||||||||||||||||||||||||||||
| 1915 | 1915 | |||||||||||||||||||||||||||||||||
| 1910 | 1910 | |||||||||||||||||||||||||||||||||
| 1905 | 1905 | |||||||||||||||||||||||||||||||||
| 10+00 11+00 12+00 13+00 | ||||||||||||||||||||||||||||||||||
| R below. Know what's Callbefore you dig. | No. | Revision | By | Date Ckd | App | Quantities are on Bid Section A WATER MAIN QUANTITIES | MLMH Water Main Relocation from St Joseph Ave. from 7th St. to 8th St. to 8th St. Denver Ave. to | Dsn K. Miller | ||||||||||||||||||||||||||
| 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 degrees MJ Bend (1) | 161.00 3.00 145.00 120.00 58.00 | Lin. Ft. Each Pounds Pounds Pounds | 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. | Drwn S. Struss Date 4/29/2026 Sup't. B. Lubken W.O. No. WA-138 Ckd | ||||||||||||||||||||||||||||
| 1 F | or Bid | S.S. 4/ | 29/26 K.M | . | 4/29/26 | 10" MJ Plug (2) 10" Foster Adaptor 10" MEGA Lug | 72.00 4.00 5.00 | Pounds Each Each | 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 | Kansas Ave. HASTINGS UTILITIES | Ckd Sheet No. CW1.2 No. WR-140 |
10+00 11+00 12+00 13+00
8 M 15 o r N ris . o K n a n C s a a n s c A er ve.
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E H Concrete Sidewalk w/84 LF Saw
S E Cut
E
S
B Eq. Sta. 11+00 AH = Eq. Sta. 12+61 BK = C
Sta. 3+98 BK Sta. 16+00 AH CW2.1
161 LF OF NEW 10" HDD DIP WATER MAIN
S L K
IA
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St. Joseph Ave. E D
R
Asphalt O F 1 .1 SEE SHEET CW1.5 FOR HOSPITAL SERVICE LINE DETAILS
W
C
T E D I
E
H S J
E
E S 71 M 5 a H N r e y . a K L lt a a h n n c n s a a i r n e s g Ave.
NOTE:
Private Underground Utilities On
MLMH Campus need to be Located
and Verified for Depths Prior to Start of NORTH
Construction. Scale: 1" = 20'
Depth of New Main will be Determined (Reduced Scale: 1" = 30')
by this Information.
20' 0' 20' 40' 60'
10+00 11+00 12+00 13+00
1930 1930
1925 1925
1920 1920
1915 1915
1910 1910
1905 1905
10+00 11+00 12+00 13+00
No. Revision By Date Ckd App Quantities are on Bid Section A WATER MAIN QUANTITIES MLMH Water Main D D s rw n n K S . . M St i r l u le s r s
1 1 0 0 " " G HD at D e V D a IP lv W e a a n te d r B M o a x in 161 3 . . 0 0 0 0 L E in a . c F h t. R R e e m m o o v v e e a a n n d d R R e e p p l l a a c c e e C C o o n n c c r r e e t t e e S D i r d iv e e walk 11 4 6 9 . . 0 0 0 0 S S q q . . Y F d t s . . Relocation from St Joseph Date 4/29/2026
10"x 10" MJ Cross (1) 145.00 Pounds Remove and Replace Concrete Curb 42.00 Lin. Ft. Ave. from 7th St. to 8th St. Sup't. B. Lubken
10"x 10" MJ Tee (1) 120.00 Pounds Sawcut 84.00 Lin. Ft. to 8th St. Denver Ave. to W.O. No. WA-138
R 1 1 0 0 " " M 11 J . 2 P 5 lu degrees g M ( J 2 ) Bend (1) 7 5 2 8 . . 0 0 0 0 P P o o u u n n d d s s Kansas Ave. Ckd
Ckd
10" Foster Adaptor 4.00 Each
below. 10" MEGA Lug 5.00 Each Blue Water Marking Tape 177.00 Lin. Ft. Sheet No. CW1.2
Know what's Tracer Wire 177.00 Lin. Ft. No.
Callbefore you dig. Tracer Wire Riser 1.00 Each HASTINGS WR-140
Thrust Block 1.00 Each
1 For Bid S.S. 4/29/26 K.M. 4/29/26 UTILITIES
| 15+00 16+00 17+00 18+00 19+00 20+00 .evA 8 M 15 o r N ris . o K n a n C s a a n s c A er ve. S sasnaK tlahpsA L IA T E D R O F 2 .1 W C Remove and Replace 7 SY of T E E Concrete/Asphalt Street, Remove H S and Replace 25 LF of Concrete E E S Curb w/37 LF Saw Cut Eq. Sta. 15+58 BK = Sta. 51+00 AH E D CW2.1 Eq. Sta. 16+00 AH = CW2.1 Sta. 12+61 BK 379 LF OF NEW 10" HDD DIP WATER MAIN Remove and Replace 51 SY of 42 LF OF 10" HDD DIP WATER MAIN Concrete Drive, Remove and Replace 24 LF of Conc Curb w/73 LF Saw Cut Eq. Sta. 19+79 BK = C S Sta. 23+00 AH L IA T E D R I O F 4 .1 W C T E E H S E E S Me 7 d 1 i 5 c a N l . O K ff a ic n e s a B s u i A ld v i e n . g NOTE: Private Underground Utilities On MLMH Campus need to be Located NORTH and Verified for Depths Prior to Start of Scale: 1" = 20' Construction. (Reduced Scale: 1" = 30') Depth of New Main will be Determined by this Information. 20' 0' 20' 40' 60' 15+00 16+00 17+00 18+00 19+00 20+00 | ||||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1930 | , | lla | 1930 | |||||||||||||||||||||||||||||||||||
| 1925 | 78+51 .atS | W yawevirD gniniateR ,91+ eni | 1925 | |||||||||||||||||||||||||||||||||||
| 1920 | Exis | ting Grade | 61 lretneC .atS | Existing Gr | ade | 1920 | ||||||||||||||||||||||||||||||||
| 1915 | yrub "6-'5 yrub | 1915 | ||||||||||||||||||||||||||||||||||||
| yrub Ne "6 Ma | w 10" Water in | |||||||||||||||||||||||||||||||||||||
| 1910 | "6-'6 llatsnI dneB J | -'5 llats ss | 1910 | |||||||||||||||||||||||||||||||||||
| 1905 | ,85+51 M ,98+51 degrees09 "01-1 .atS .atS | "01 niaM nI,00+61.atS orC gnitsixE JM retaW "01-1 | 1905 | |||||||||||||||||||||||||||||||||||
| 15+00 16+00 17+00 18+00 19+00 20+00 | ||||||||||||||||||||||||||||||||||||||
| R below. Know what's Callbefore you dig. | No. | Revision | By Date Ckd App | Quantities are on Bid Section A WATER MAIN QUANTITIES 10" HDD DIP Water Main 379.00 Lin. Ft. 10"x 10" MJ Tee (1) 120.00 Pounds Remove and Replace Conc./Asphalt Street 7.00 Sq. Yds. 4" DIP Water Main 5.00 Lin. Ft. 10"x 4" MJ Tee (1) 78.00 Pounds Remove and Replace Concrete Drive 51.00 Sq. Yds. 10" Gate Valve and Box 2.00 Each 10" 90 degrees MJ Bend (1) 89.00 Pounds Remove and Replace Concrete Curb 49.00 Lin. Ft. 4" Gate Valve and Box 1.00 Each 4" 45 degrees MJ Bend (2) 44.00 Pounds Sawcut 110.00 Lin. Ft. Fire Hydrant (5'-6" Bury) 1.00 Each 10" MJ Plug (1) 36.00 Pounds FH 6" Gate Valve and Box 1.00 Each 4" MJ Cap (1) 9.00 Pounds FH 10"x 6" MJ Tee (1) 90.00 Pounds 10" Foster Adaptor 3.00 Each FH 6", 36" SW x SW Adapter (1) 87.00 Pounds 4" Foster Adaptor 1.00 Each 3 lb. Anode 1.00 Each FH 6" Foster Adaptor 1.00 Each 10" MEGA Lug 6.00 Each Blue Water Marking Tape 463.00 Lin. Ft. 4" MEGA Lug 5.00 Each Tracer Wire 463.00 Lin. Ft. Tracer Wire Riser 1.00 Each Thrust Block 6.00 Each | MLMH Water Main Relocation from St Joseph Ave. from 7th St. to 8th St. to 8th St. Denver Ave. to | Dsn K. Miller | ||||||||||||||||||||||||||||||||
| 10" HDD DIP Water Main 4" DIP Water Main 10" Gate Valve and Box 4" Gate Valve and Box Fire Hydrant (5'-6" Bury) | 379.00 5.00 2.00 1.00 1.00 | Lin. Ft. Lin. Ft. Each Each Each | 10"x 10" MJ Tee (1) 10"x 4" MJ Tee (1) 10" 90 degrees MJ Bend (1) 4" 45 degrees MJ Bend (2) 10" MJ Plug (1) | 120.00 78.00 89.00 44.00 36.00 | Pounds Pounds Pounds Pounds Pounds | 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 | Drwn S. Struss Date 4/29/2026 Sup't. B. Lubken W.O. No. WA-138 Ckd | ||||||||||||||||||||||||||||||
| 1 | For Bid | S.S. 4/29/26 K.M. 4/29/26 | 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 | 1.00 90.00 87.00 1.00 | Each Pounds Pounds Each | 4" MJ Cap (1) 10" Foster Adaptor 4" Foster Adaptor 10" MEGA Lug 4" MEGA Lug | 9.00 3.00 1.00 6.00 5.00 | Pounds Each Each Each Each | 3 lb. Anode Blue Water Marking Tape Tracer Wire Tracer Wire Riser Thrust Block | 1.00 463.00 463.00 1.00 6.00 | Kansas Ave. HASTINGS UTILITIES | Ckd Sheet No. CW1.3 No. WR-140 |
| 8 M 15 o r N ris . o K n a n C s a a n s c A er ve. S L IA T E D R O F 2 .1 W C Remove and Replace T E E Concrete/Asphalt Stre H S and Replace 25 LF o E E Curb w/37 LF Saw C S Eq. Sta. 16+00 AH = Sta. 12+61 BK 379 LF OF NEW 10" HDD DIP WATER MAIN C Buildi n g ice e . | .evA sasnaK tlahpsA | E CW2.1 Eq. Sta. 19+79 BK = S Sta. 23+00 AH L IA T E D R O F 4 .1 W C T E E H S E E S | ||
|---|---|---|---|---|
| 7 SY o et, Rem f Concr ut | f ove ete | |||
15+00 16+00 17+00 18+00 19+00 20+00
S
L
IA
T
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D
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2
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W
C
T
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H S
E E S
E
D CW2.1
CW2.1
379 LF OF NEW 10" HDD DIP WATER MAIN
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4
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W
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T
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E
H
S
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NORTH
Scale: 1" = 20'
(Reduced Scale: 1" = 30')
20' 0' 20' 40' 60'
15+00 16+00 17+00 18+00 19+00 20+00
1930 1930
1925 1925
1920 1920
1915 1915
1910 1910
1905 1905
15+00 16+00 17+00 18+00 19+00 20+00
No. Revision By Date Ckd App WATER MAIN QUANTITIES Dsn K. Miller Drwn S. Struss
Date
Sup't. B. Lubken
W.O. No.
R Ckd
Ckd
below. 3 lb. Anode 1.00 Each Sheet No. CW1.3
Know what's Blue Water Marking Tape 463.00 Lin. Ft. No.
Callbefore you dig. Tracer Wire 463.00 Lin. Ft. HASTINGS
Tracer Wire Riser 1.00 Each
1 For Bid S.S. K.M. Thrust Block 6.00 Each UTILITIES
.evA
sasnaK tlahpsA
Remove and Replace 7 SY of
Concrete/Asphalt Street, Remove
and Replace 25 LF of Concrete
Curb w/37 LF Saw Cut Eq. Sta. 15+58 BK =
Sta. 51+00 AH
Eq. Sta. 16+00 AH =
Sta. 12+61 BK
Remove and Replace 51 SY of 42 LF OF 10" HDD
DIP WATER MAIN
Concrete Drive, Remove and
Replace 24 LF of Conc Curb
w/73 LF Saw Cut Eq. Sta. 19+79 BK =
Sta. 23+00 AH
I
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.
MLMH Water Main
10" HDD DIP Water Main 379.00 Lin. Ft. 10"x 10" MJ Tee (1) 120.00 Pounds Remove and Replace Conc./Asphalt Street 7.00 Sq. Yds. Relocation from St Joseph 4" DIP Water Main 5.00 Lin. Ft. 10"x 4" MJ Tee (1) 78.00 Pounds Remove and Replace Concrete Drive 51.00 Sq. Yds.
10" Gate Valve and Box 2.00 Each 10" 90 degrees MJ Bend (1) 89.00 Pounds Remove and Replace Concrete Curb 49.00 Lin. Ft. Ave. from 7th St. to 8th St.
4" Gate Valve and Box 1.00 Each 4" 45 degrees MJ Bend (2) 44.00 Pounds Sawcut 110.00 Lin. Ft. to 8th St. Denver Ave. to WA-138
Fire Hydrant (5'-6" Bury) 1.00 Each 10" MJ Plug (1) 36.00 Pounds FH 6" Gate Valve and Box 1.00 Each 4" MJ Cap (1) 9.00 Pounds Kansas Ave.
FH 10"x 6" MJ Tee (1) 90.00 Pounds 10" Foster Adaptor 3.00 Each
FH 6", 36" SW x SW Adapter (1) 87.00 Pounds 4" Foster Adaptor 1.00 Each
FH 6" Foster Adaptor 1.00 Each 10" MEGA Lug 6.00 Each
4" MEGA Lug 5.00 Each WR-140
yrub
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Existing Grade
Existing Grade
New 10" Water
Main
,78+51
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8 M 15 o r N ris . o K n a n C s a a n s c A er ve.
Me 7 d 1 i 5 c a N l . O K ff a ic n e s a B s u i A ld v i e n . g
Quantities are on Bid Section A
4/29/2026
4/29/26 4/29/26
| 22+00 23+00 24+00 25+00 26+00 30+00 73 H 6 f o r N o m . m e K a H A n o w s m a a y s e Ave. Remove and Replace 47 SF of Concrete Sidewalk w/10 LF Saw Cut F H E Eq. Sta. 23+00 AH = CW2.1 CW2.1 Sta. 19+79 BK 209 LF OF NEW 10" HDD DIP WATER MAIN Remove and Replace 19 SY of Kansas Ave. Tree Removal Kansas Ave. Kansas Ave. R C e o p n l c a r c e e te 2 D 4 r L iv F e , o R f e C m on o c v r e e t a e n C d urb Asphalt Asphalt Asphalt w/34 LF Saw Cut S L IA Remove and Replace 6 SY of T Concrete/Asphalt Street, Remove E D R O and Replace 10 LF of Concrete 7th Street Curb w/22 LF Saw Cut F Asphalt 3 .1 W C T E E H S E .evA G E S CW2.1 hpesoJ tlahpsA .tS NOTE: Private Underground Utilities On MLMH Campus need to be Located NORTH and Verified for Depths Prior to Start of NORTH Scale: 1" = 20' Construction. Scale: 1" = 20' (Reduced Scale: 1" = 30') Depth of New Main will be Determined (Reduced Scale: 1" = 30') by this Information. 20' 0' 20' 40' 60' 20' 0' 20' 40' 60' 22+00 23+00 24+00 25+00 26+00 30+00 | ||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1930 | 1930 | |||||||||||||||||||||||||||||||||||
| 1925 | 1925 | |||||||||||||||||||||||||||||||||||
| 1920 | 1920 | |||||||||||||||||||||||||||||||||||
| 1915 | 1915 | |||||||||||||||||||||||||||||||||||
| 1910 | 1910 | |||||||||||||||||||||||||||||||||||
| 1905 | 1905 | |||||||||||||||||||||||||||||||||||
| 22+00 23+00 24+00 25+00 26+00 30+00 | ||||||||||||||||||||||||||||||||||||
| R below. Know what's Callbefore you dig. | No. | Revision By | Date Ckd | App | Quantities are on Bid Section A WATER MAIN QUANTITIES 10" HDD DIP Water Main 209.00 Lin. Ft. Remove Fire Hydrant Assembly 1.00 Each 8" DIP Water Main 5.00 Lin. Ft. Tree Removal 1.00 Each 10" Gate Valve and Box 1.00 Each Remove and Replace Conc./Asphalt Street 6.00 Sq. Yds. 10"x 10" MJ Tee (1) 120.00 Pounds Remove and Replace Concrete Drive 19.00 Sq. Yds. 10" MJ Plug (1) 36.00 Pounds Remove and Replace Concrete Sidewalk 47.00 Sq. Ft. 4" MJ Plug (1) 10.00 Pounds Remove and Replace Concrete Curb 34.00 Lin. Ft. 10" MJ Cap (2) 64.00 Pounds Sawcut 66.00 Lin. Ft. 8" Solid Sleeve (1) 45.00 Pounds 10" Foster Adaptor 2.00 Each 3 lb. Anode 1.00 Each Remove 10" MJ Plug 1.00 Each Blue Water Marking Tape 235.00 Lin. Ft. Remove 4" Gate Valve and Box 1.00 Each Tracer Wire 235.00 Lin. Ft. Remove 4" Foster Adaptor 1.00 Each Thrust Block 2.00 Each | MLMH Water Main Relocation from St Joseph Ave. from 7th St. to 8th St. to 8th St. Denver Ave. to | Dsn K. Miller | |||||||||||||||||||||||||||||
| 10" HDD DIP Water Main 8" DIP Water Main 10" Gate Valve and Box 10"x 10" MJ Tee (1) 10" MJ Plug (1) | 209.00 5.00 1.00 120.00 36.00 | Lin. Ft. Lin. Ft. Each Pounds Pounds | Remove Fire Hydrant Assembly Tree Removal Remove and Replace Conc./Asphalt Street Remove and Replace Concrete Drive Remove and Replace Concrete Sidewalk | 1.00 1.00 6.00 19.00 47.00 | Each Each Sq. Yds. Sq. Yds. Sq. Ft. | Drwn S. Struss Date 4/29/2026 Sup't. B. Lubken W.O. No. WA-138 Ckd | ||||||||||||||||||||||||||||||
| 1 Fo | r Bid S.S | . 4/29/26 K.M | . 4/29/26 | 4" MJ Plug (1) 10" MJ Cap (2) 8" Solid Sleeve (1) 10" Foster Adaptor Remove 10" MJ Plug Remove 4" Gate Valve and Box Remove 4" Foster Adaptor | 10.00 64.00 45.00 2.00 1.00 1.00 1.00 | Pounds Pounds Pounds Each Each Each Each | Remove and Replace Concrete Curb Sawcut 3 lb. Anode Blue Water Marking Tape Tracer Wire Thrust Block | 34.00 66.00 1.00 235.00 235.00 2.00 | Lin. Ft. Lin. Ft. Each Lin. Ft. Lin. Ft. Each | Kansas Ave. HASTINGS UTILITIES | Ckd Sheet No. CW1.4 No. WR-140 |
| 7th Street Asphalt .evA hpeso tlahpsA | H CW2.1 Remove and Replace Concrete Drive, Remo Replace 24 LF of Con w/34 LF Saw Cut |
|---|
| Remove and Replace Concrete Drive, Remo Replace 24 LF of Con w/34 LF Saw Cut | 19 SY of ve and crete Curb |
|---|
22+00 23+00 24+00 25+00 26+00 30+00
H
CW2.1
209 LF OF NEW 10" HDD DIP WATER MAIN
Kansas Ave.
Asphalt
S
L IA
T
E
D R O
F
3
.1
W
C
T
E
E
H
S E
E S
NORTH
Scale: 1" = 20'
(Reduced Scale: 1" = 30')
20' 0' 20' 40' 60'
22+00 23+00 24+00 25+00 26+00 30+00
22+00 23+00 24+00 25+00 26+00 30+00
No. Revision By Date Ckd App WATER MAIN QUANTITIES Dsn K. Miller Drwn S. Struss
10" HDD DIP Water Main 209.00 Lin. Ft. 8" DIP Water Main 5.00 Lin. Ft. Date
10" Gate Valve and Box 1.00 Each Sup't. B. Lubken
10"x 10" MJ Tee (1) 120.00 Pounds W.O. No.
R 10" MJ Plug (1) 36.00 Pounds Ckd
Ckd
below. Sheet No. CW1.4
Know what's 10" Foster Adaptor 2.00 Each 3 lb. Anode 1.00 Each No.
Callbefore you dig. Blue Water Marking Tape 235.00 Lin. Ft. HASTINGS
Tracer Wire 235.00 Lin. Ft.
1 For Bid S.S. K.M. Thrust Block 2.00 Each UTILITIES
.evA
hpesoJ
.tS
tlahpsA
73 H 6 f o r N o m . m e K a H A n o w s m a a y s e Ave.
Remove and Replace 47 SF of
Concrete Sidewalk w/10 LF Saw
Cut
F
E Eq. Sta. 23+00 AH = CW2.1
Sta. 19+79 BK
Remove and Replace 19 SY of
Tree Removal Kansas Ave. Kansas Ave. R C e o p n l c a r c e e te 2 D 4 r L iv F e , o R f e C m on o c v r e e t a e n C d urb
Asphalt Asphalt w/34 LF Saw Cut
Remove and Replace 6 SY of
Concrete/Asphalt Street, Remove
and Replace 10 LF of Concrete 7th Street Curb w/22 LF Saw Cut
Asphalt
G
CW2.1
NOTE:
Private Underground Utilities On
MLMH Campus need to be Located
and Verified for Depths Prior to Start of NORTH
Construction. Scale: 1" = 20'
Depth of New Main will be Determined (Reduced Scale: 1" = 30')
by this Information.
20' 0' 20' 40' 60'
1930 1930
1925 1925
1920 1920
1915 1915
1910 1910
1905 1905
Quantities are on Bid Section A MLMH Water Main
Remove Fire Hydrant Assembly 1.00 Each Relocation from St Joseph Tree Removal 1.00 Each 4/29/2026
Remove and Replace Conc./Asphalt Street 6.00 Sq. Yds. Ave. from 7th St. to 8th St.
Remove and Replace Concrete Drive 19.00 Sq. Yds. to 8th St. Denver Ave. to WA-138
Remove and Replace Concrete Sidewalk 47.00 Sq. Ft. 4" MJ Plug (1) 10.00 Pounds Remove and Replace Concrete Curb 34.00 Lin. Ft. Kansas Ave.
10" MJ Cap (2) 64.00 Pounds Sawcut 66.00 Lin. Ft.
8" Solid Sleeve (1) 45.00 Pounds
Remove 10" MJ Plug 1.00 Each WR-140
Remove 4" Gate Valve and Box 1.00 Each
4/29/26 4/29/26 Remove 4" Foster Adaptor 1.00 Each

With GovernmentContracts, you can:
Follow Install New 97th IS Air Handling Unit, B301 - Offutt AFB, NE
DEPT OF DEFENSE
Bid Due: 8/14/2026
Bid Information Type City - Request for Bid (Services) Status Issued Number CI-2026-0095
Omaha County
Bid Due: 8/05/2026
Bid Number Bid Title Bid Type Organization Bid Issue Date Bid Close Date
Omaha County
Bid Due: 8/19/2026
Follow Install New 97th IS Air Handling Unit, B301 - Offutt AFB, NE
DEPT OF DEFENSE
Bid Due: 8/07/2026