Project Information

Bid Title

East Gate Plaza Water Meter House CH 2026-28

Issuing Agency

City of Hastings

Location

Nebraska

Published Date

Feb 24, 2026

Closing Date

Mar 18, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Inquiries

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Bid Documents

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Project Description

East Gate Plaza Water Meter House CH 2026-28

• Open: 2026-02-24
• Status: Active
• Department: Engineering
• Bid Plans
• Spec Book

• Active Bids
• Awarded Bids

Attachment Preview

GENERAL NOTES:

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF HASTINGS STANDARD PLANS AND

SPECIFICATIONS.

2. THE LOCATION OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED ON

THESE PLANS. UNDERGROUND UTILITIES, WHETHER INDICATED OR NOT WILL BE LOCATED AND

FLAGGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE

PERMITTED IN THE AREA OF UNDERGROUND UTILITY FACILITIES UNTIL ALL SUCH FACILITIES HAVE

BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE EXCAVATION MUST BE

ACCOMPLISHED WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBILITY OF DAMAGE TO THE

UTILITY FACILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES.

3. CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER MONUMENTS OR RE-ESTABLISH THEM IF

THEY ARE DISTURBED DURING CONSTRUCTION.

4. THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL REQUIRED PERMITS AND FEES.

5. CONTRACTOR TO PROVIDE ALL INCIDENTAL FITTINGS NECESSARY TO COMPLETE WORK.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF TESTS AS REQUIRED INCLUDING WATER

LINE TESTING AND DISINFECTION.

7. TRENCH EXCAVATION SHALL MEET ALL OSHA REGULATIONS, AND BE AT MINIMUM 6' WIDE X 6' LONG.

IF TRENCH IS LESS THAN 6' IN EITHER DIRECTION, THE CONTRACTOR SHALL SUPPLY AND INSTALL A

TRENCH BOX OR SHORING.

8. TRENCH EXCAVATION & BACKFILL SHALL BE MECHANICALLY TAMPED BY THE CONTRACTOR &

TESTED. COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE

WITH THE CITY OF HASTINGS SPECIFICATIONS.

9. ALL BENDS SHALL BE BLOCKED OR UTILIZE RESTRAINED JOINTS AS APPROVED BY ENGINEER. FOR

DETAILS OF THRUST BLOCKS, ANCHORS, AND TEE BLOCKS, SEE DETAILS SHEET.

10. NEW WATER SERVICE SHALL BE DUCTILE IRON PIPE.

11. CONCRETE BLOCKING FOR FITTINGS SHALL BE SUBSIDIARY TO THE FITTINGS.

12. ALL WORK OUTSIDE OF RIGHT-OF-WAY TO BE DONE UNDER THE DIRECTION OF A LICENSED PLUMBER.

A PERMIT WILL BE REQUIRED.

13. CONTRACTOR TO COORDINATE WATER FLUSHING OPERATIONS WITH WATER SYSTEM CONTROL

(402-462-3621). CONTACT MUST BE MADE AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING VALVES TO GRADE AS NECESSARY.

15. METER BUILDING SHALL FOLLOW PERFORMANCE SPECIFICATIONS PROVIDED BY THE ENGINEER AND

INCLUDE ALL THE MECHANICAL, ELECTRICAL, AND STRUCTURAL ELEMENTS LISTED IN THE

PERFORMANCE SPECIFICATIONS. SHOP DRAWINGS MUST BE SUBMITTED TO THE CITY AND

APPROVED PRIOR TO COMMENCING BUILDING CONSTRUCTION.

TESTING & SAMPLING

1. PLUMBING CONTRACTOR MUST SUPPLY TAP, EXTENSION PIPING, AND

VALVING AS DIRECTED BY THE UTILITY DEPARTMENT, FOR TESTING

AND SAMPLING.

2. PLUMBING CONTRACTOR MAY HIRE CITY PERSONNEL TO

CHLORINATE PIPING OR CHOOSE TO CHLORINATE PIPING THEMSELF.

3. IF THE WATER SERVICE WILL BE INSTALLED BY MORE THAN ONE

CONTRACTOR, OR IF THE SERVICE IS INSTALLED IN MULTIPLE

STAGES, EACH PHASE WILL BE SUBJECT TO INDIVIDUAL TESTS AND

RELATED FEES.

PUBLIC IMPROVEMENT PLANS FOR:

EAST GATE PLAZA

WATER METER HOUSE

HASTINGS, NEBRASKA

LAT: 40.58157, LONG: -98.36488

PROJECT LOCATION

SOUTH STREET

EAST GATE

PLAZA

VICINITY MAP

SCALE: 1"=500'

INDEX OF DRAWINGS

1

COVER SHEET

2

SITE REMOVALS

3-4

WATER SERVICE PLAN

5

WATER METER HOUSE PLAN

6

WATER METER HOUSE SECTIONS

7.1 - 7.2 WATER METER HOUSE DETAILS

8

TYPICAL DETAILS

9

TEMPORARY TRAFFIC CONTROL

10 - 12 ELECTRICAL SITE/BUILDING PLAN

TABLE OF APPROXIMATE QUANTITIES

ITEM DESCRIPTION

MOBILIZATION

METER BUILDING

UNIT

EA.

L.S.

ELECTRICAL IMPROVEMENTS

L.S.

REMOVE WATER METER PIT

L.S.

REMOVE EXISTING VALVE

EA.

REMOVE EXISTING PAVEMENT

S.Y.

REMOVE & REPLACE EXISTING PAVEMENT

S.Y.

6" D.I. WATER MAIN W/ TRACER WIRE & BURY TAPE

L.F.

* 10"x6" M.J. TAPPING TEE & VALVE

EA.

6"x6" M.J. TEE

EA.

6"x6" FL. TEE

EA.

6" M.J. PLUG

EA.

6" M.J. 90° BEND

EA.

6" FL. 90° BEND

EA.

6" M.J. 22.5° BEND

EA.

6" M.J. GATE VALVE

EA.

6" RESILIENT WEDGE GATE VALVE

EA.

6"x4" M.J. TEE

EA.

6" M.J. SPOOL

EA.

6" FL. SPOOL

EA.

6" M.J. MEGALUG RESTRAINT

EA.

4" M.J. MEGALUG RESTRAINT

EA.

4" COUPLING

EA.

4" D.I. WATER SERVICE

L.F.

TRACER WIRE RISER

EA.

THRUST BLOCK

EA.

PIPE SUPPORT

EA.

6" DISMANTLING JOINT

EA.

6" REDUCED PRESSURE VALVE ASSEMBLY

EA.

* 6" COMPOUND SERIES WATER METER

L.S.

4" SDR 35 DRAIN PIPE

L.F.

4" SDR 35 45° BEND

EA.

4" SDR 35 WYE

EA.

4" SDR 35 TRAP

EA.

12" Ø X 6" SUMP W/ 4" FLOOR DRAIN

EA.

QUANTITY

1

1

1

1

1

32

75

263

1

2

4

4

2

4

4

4

8

2

4

7

14

2

2

4

1

6

6

2

2

1

30

3

1

2

2

* ITEM SHALL BE FURNISHED BY THE CITY OF HASTINGS (COH) AND

INSTALLED BY THE CONTRACTOR.

I, ADRIAN TARANGO, AM THE

COORDINATING PROFESSIONAL ON

THE EAST GATE PLAZA WATER

METER HOUSE PROJECT.

201 East 2nd Street

Grand Island, NE 68801

olsson.com

TEL 308.384.8750

FAX 308.384.8752

Olsson - Engineering

Nebraska COA #CA-0638

SSIONA L CIV IL EN

ADRIAN S.

TARANGO

E-21634

A

T

E

02/19/2026

OF NEBR

A

S

drawn by:

designed by:

project no.:

date:

AST

AST

025-04734

FEBRUARY, 2026

SHEET

1 of 12

EV

S

T

E

D

S

\\\\\\\\\\\\\

REMOVE EXISTING VALVE,

INSTALL 1-M.J. PLUG W/ THRUST

BLOCK AT SERVICE TEE

(CONTRACTOR TO VERIFY SIZE)

REMOVE WATER

METER PIT

*SEE DEMO NOTE 1

OVERHEAD POWER

(SEE NOTE 2)

EXISTING GAS MAIN

(SEE NOTE 2)

SOUTH STREET

7.72'

P-OH

EXISTING GAS MAIN

(SEE NOTE 2)

PROTECT

EXISTING 8" WATER MAIN

EXISTING TELECOM CONDUIT

(SEE NOTE 2)

0' 20' 40'

80'

SCALE IN FEET

DEMOLITION NOTES:

1. WATER METER PIT SHALL BE REMOVED ENTIRELY. WATER MAIN SHALL BE CAPPED AT ENTRANCE POINT(S),

CONTRACTOR TO COORDINATE WITH HASTINGS UTILITIES BEFORE BACKFILLING. EXISTING WATER METER PIT

REMOVALS SHALL NOT TAKE PLACE UNTIL NEW METER BUILDING IS IN SERVICE.

2. CONTRACTOR SHALL COORDINATE WITH GAS, TELECOM AND POWER COMPANIES FOR UTILITY CROSSING CONFLICTS.

LOWERING OR RE-ROUTING OF EXISTING UTILITY LINES SHALL BE CONSIDERED SUBSIDIARY TO REMOVALS.

3. REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT DEPTH. CONTRACTOR TO REMOVE PAVEMENT AT

EXISTING JOINTS WHERE APPLICABLE. SAWCUTTING PAVEMENT FOR REMOVAL SHALL BE CONSIDERED SUBSIDIARY TO

PAVEMENT REMOVAL.

4. THE CONTRACTOR SHALL ACCURATELY RECORD ACTUAL LOCATIONS OF CAPPED UTILITIES AND SUBSURFACE

OBSTRUCTIONS THAT WILL REMAIN AFTER DEMOLITION.

5. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION OR REMOVAL OF STRUCTURES,

FOUNDATIONS, ETC., USING APPROVED SELECT FILL MATERIALS. FILL MATERIALS SHALL BE FREE FROM DEBRIS,

TRASH, FROZEN MATERIALS, ROOTS, AND OTHER ORGANIC MATTER.

6. REMOVE ALL STUMPS, BUSHES, TREES, WEEDS AND OTHER SURFACE OBSTRUCTIONS THAT ARE WITHIN THE REMOVAL

AREA.

7. ALL ITEMS INDICATED ON THE DEMOLITION PLAN SHALL BE DEMOLISHED AND DISPOSED OF OFF-SITE.

8. CONTRACTOR SHALL PROTECT AND MAINTAIN ITEMS WHICH ARE INDICATED TO REMAIN.

9. REMOVE & DISCONNECT ALL UTILITIES DURING DEMOLITION OPERATIONS AS NEEDED. (GAS, CABLE, &

ELECTRICAL)CONTRACTOR TO COORDINATE WORK WITH LOCAL UTILITIES.

10. REMOVE ALL PIPING AND UTILITY SERVICE LINES BENEATH FLOOR SLABS NEAR EXISTING BUILDINGS AND WITHIN

PAVEMENT REMOVAL AREAS UNLESS OTHERWISE NOTED TO BE PROTECTED INCLUDING SEWER CLEANOUTS, STORM

DRAINS, AND ETC.

11. PROTECT UTILITIES THAT ARE NOT BEING CALLED OUT TO BE REMOVED. (POWER POLES, ELECTRICAL SUBSTATION,

FIRE HYDRANTS, STORM SEWER INLETS, STORM SEWER MANHOLES, ETC.)

12. THE CONTRACTOR SHALL ADHERE TO ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS PERTAINING TO

DISPOSAL OF ALL CONSTRUCTION RELATED MATERIALS. CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED

DEMOLITION PERMITS AND DISPOSAL FEES.

13. CONCRETE PAVEMENT FOR REPLACEMENT SHALL BE NEBRASKA DEPARTMENT OF TRANSPORTATION 47B-3500. ALL

CEMENT SHALL BE 1P, 1S OR 1T. SEE PAVEMENT DETAIL FOR CONCRETE TIE-IN TO EXISTING ASPHALT OVERLAY ON

5TH AVENUE.

201 East 2nd Street

Grand Island, NE 68801

olsson.com

TEL 308.384.8750

FAX 308.384.8752

Olsson - Engineering

Nebraska COA #CA-0638

SSIONA L CIV IL EN

ADRIAN S.

TARANGO

E-21634

A

T

E

02/19/2026

OF NEBR

A

S

EAST GATE

PLAZA

EXISTING 10"

WATER MAIN

EX. 24'

ROAD

ABANDON IN PLACE

EXISTING WATER SERVICE

(SIZE, DEPTH & MATERIAL

UNKNOWN)

EX. GAS MAIN

(SEE NOTE 2)

TELECOM PEDESTAL

(SEE NOTE 2)

POWER PEDESTAL

(SEE NOTE 2)

WT

P

W

EX. METAL SHED,

CONTRACTOR RESPONSIBLE

FOR TEMPORARY RELOCATION

AS NEEDED

REMOVE & REPLACE 36 S.Y.

OF EXISTING PAVEMENT

(SEE NOTE 3)

PRIVATE STREET

REMOVE & REPLACE 39 S.Y.

OF EXISTING PAVEMENT

(SEE NOTE 3)

CONTRACTOR SHALL MAINTAIN

ONE LANE OPEN AT ALL TIMES

P

SEE SHEET 9

23'

REMOVE 32 S.Y.

OF EXISTING PAVEMENT

EX. METAL SHED,

CONTRACTOR RESPONSIBLE

FOR TEMPORARY RELOCATION

P

P

AS NEEDED

W TT

W

W

W

W

W

W

TELECOM PEDESTAL

POWER PEDESTAL

(SEE NOTE 2)

(SEE NOTE 2)

FILL WITH

SEALANT

EXISTING PAVEMENT

1" PREFORMED

EXPANSION

12"

JOINT

CONCRETE/ASPHALT TIE IN

NEW PAVEMENT TO EXISTING

PAVEMENT CONNECTION

NOT TO SCALE

drawn by:

designed by:

project no.:

date:

AST

AST

025-04734

FEBRUARY, 2026

SHEET

2 of 12

EXISTING WATER SERVICE

TO BE REMOVED

SEE SHEET 2

G

W

T

W

P

EX. WATER SERVICE,

EXACT LOCATION, DEPTH

AND SIZE TO BE VERIFIED

BY CONTRACTOR

W

W

EX. METAL SHED,

CONTRACTOR RESPONSIBLE

FOR TEMPORARY RELOCATION

AS NEEDED

FUTURE 36" R.E.

STORM SEWER PIPE

BY OTHERS

NEW 109'

R.O.W.

PROPOSED PRIVATE

WATER SERVICE LINE

SEE SHEET 4

EX. GAS MAIN

CONTRACTOR TO

COORDINATE WITH

LOCAL GAS COMPANY

IF CONFLICTS WITH

WATER MAIN INSTALLATION

(GAS DEPTH UNKNOWN)

EXISTING 10"

WATER MAIN

PREV.

60' R.O.W.

EX. 24'

ROAD

STA: 100+00

INSTALL 1-10"x6" M.J. TAPPING TEE

AND VALVE,

1-TRACER WIRE RISER,

1-6"x6" M.J. TEE (VERT),

1-6" M.J. PLUG,

CONTRACTOR TO COORDINATE

WATER MAIN TAP WITH

HASTINGS UTLITIES

100+00

VERTICAL TEE

FOR PIGGING

W

W

STA. 100+00 TO STA. 101+23

INSTALL 123 L.F. OF 6"

D.I. PRIVATE WATER MAIN W/

TRACER WIRE & BURY TAPE

STA: 100+42

INSTALL 1-6" M.J. 22.5° BEND,

1-THRUST BLOCK

STA: 100+56

INSTALL 1-6" M.J. 22.5° BEND,

1-THRUST BLOCK

EXISTING WATER SERVICE

TO BE ABANDONED

SEE SHEET 2

L1

W

1910

EXISTING GRADE

AT CENTERLINE

EX. GAS MAIN

(DEPTH UNKNOWN,

CONTRACTOR TO VERIFY)

PROPOSED CONCRETE

DITCH LINING

(BY OTHERS)

FUTURE DRIVE

(BY OTHERS)

PRIVATE STREET

P 22.4'

STA. 101+16

CONNECT TO VALVE

SEE SHEET 5

TEMPORARY

CONSTRUCTION

EASEMENT

101+00

W

W

101+50

PROPOSED METER HOUSE

SEE SHEET 5

PROPOSED PRIVATE

WAP TER SERVICE LINE

SEE SHEET 4

STA: 100+87

INSTALL 1-6" M.J. 22.5° BEND,

1-THRUST BLOCK

P

P

P

W

STA: 1T00T+76 W

W

W

W

INSTAGLL 1-6" M.J. 22.5° BEND,

1-THRUST BLOCK

EX. WATER SERVICE,

EXACT LOCATION, DEPTH

AND SIZE TO BE VERIFIED

BY CONTRACTOR

PROPOSED GRADE

AT CENTERLINE (BY OTHERS)

HORIZ.

VERT.

1910

1905

1900

6" CONC. DITCH LINING

(BY OTHERS)

5' MIN.

DEPTH

SEE CONNECTION

DETAIL ON SHEET 5

1905

1900

1895

1895

1890

1890

99+50

100+00

101+00

102+00

0'

10' 20'

40'

SCALE IN FEET

WATER ALIGNMENT

NO. STATION NORTHING EASTING LENGTH LINE/CHORD BEARING

L1

99+95.00

101+50.00

276808.9564

276812.0124

2095088.1906

2095243.1611

155.00'

N88°52'13"E

201 East 2nd Street

Grand Island, NE 68801

olsson.com

TEL 308.384.8750

FAX 308.384.8752

Olsson - Engineering

Nebraska COA #CA-0638

SSIONA L CIV IL EN

ADRIAN S.

TARANGO

E-21634

A

T

E

02/19/2026

OF NEBR

A

S

drawn by:

designed by:

project no.:

date:

AST

AST

025-04734

FEBRUARY, 2026

SHEET

3 of 12

W

W

W

W

0'

10' 20'

40'

SCALE IN FEET

EXISTING WATER SERVICE,

EXACT LOCATION AND DEPTH

TO BE DETERMINED BY CONTRACTOR

PROTECT EXISTING

GAS MAIN,

CONTRACTOR TO

COORDINATE WITH

LOCAL GAS COMPANY

EX. METAL SHED,

CONTRACTOR RESPONSIBLE

FOR TEMPORARY RELOCATION

IF NEEDED

7.1'

200+00

EXISTING WATER SERVICE

TO BE ABANDONED

SEE SHEET 2

1910

1905

STA: 200+00

INSTALL

1-6" GATE VALVE,

2-6" M.J. MEGALUG,

1-6"x4" M.J. TEE,

1-6" M.J. PLUG,

1-6" M.J. MEGALUG,

1-4" M.J. MEGALUG,

1-4" COUPLING

SEE CONNECTION DETAIL

L2

W

W

W

W

STA. 200+00 TO STA. 202+06

INSTALL 126 L.F. OF 6" D.I.

WATER SERVICE LINE W/ TRACER

WIRE & BURY TAPE

EX. SANITARY

CLEANOUT

CONTRACTOR

TO VERIFY EXACT

LOCATION FOR

TAP

TEMPORARY CONSTRUCTION

EASEMENT

PROPOSED WATER

METER HOUSE

SEE SHEET 5

PROTECT DRIVEWAY

201+00

W

W

W

W

PIPE CROSSING

SEE DETAIL

W

W

W

W

W

EXISTING WATER SERVICE,

EXACT LOCATION AND DEPTH

TO BE DETERMINED BY CONTRACTOR

STA. 201+73, 14.0' LT.

CONNECT TO VALVE

SEE SHEET 5

INSTALL 14 L.F.

OF 6" D.I. WATER

MAIN

FUTURE DRIVE

(BY OTHERS)

202+00

W

202+25

STA: 201+79

INSTALL 1-6"x6" M.J. TEE,

1-THRUST BLOCK

W

STA: 202+06

INSTALL

1-6" GATE VALVE,

2-6" M.J. MEGALUG,

1-6"x4" M.J. TEE,

1-6" M.J. PLUG,

1-6" M.J. MEGALUG,

1-4" M.J. MEGALUG,

1-4" COUPLING

SEE CONNECTION DETAIL

FUTURE 36" R.E.

STORM SEWER PIPE

BY OTHERS

5TH AVENUE

PROPOSED PRIVATE

WATER MAIN

SEE SHEET 3

EXISTING WATER SERVICE

TO BE ABANDONED

SEE SHEET 2

P-OH

EXISTING GRADE

AT CENTERLINE

5' MIN.

DEPTH

HORIZ.

VERT.

WATER ALIGNMENT

NO. STATION NORTHING EASTING LENGTH LINE/CHORD BEARING

L1

99+95.00

101+50.00

276808.9564

276812.0124

2095088.1906

2095243.1611

155.00'

N88°52'13"E

EX. 4" PVC

W/ UNKNOWN O.D.

PR. 4" COUPLING

4" MEGALUG

6" M.J. PLUG

6"x4" M.J. TEE

6" M.J.

GATE VALVE

PR. 6" D.I.

WATER MAIN

W

W

W

W

6" MEGALUG

CONNECTION DETAIL

NOT TO SCALE

SPRING LINE

OF PIPE

6" PRIVATE

SERVICE LINE

GRANULAR

BACKFILL

12"

12"

4"

6" PRIVATE WATER MAIN

1910

VERTICAL PIPE CROSSING

NOT TO SCALE

NOTES:

1. GRANULAR BACKFILL SHALL BE

CONSIDERED SUBSIDIARY TO PIPE

INSTALLATION. NATIVE SAND MAY

BE USED AS GRANULAR BACKFILL.

2. CONTRACTOR SHALL CENTER FULL

LENGH OF PIPES TO PLACE JOINTS

AWAY FROM CROSSING.

1905

201 East 2nd Street

Grand Island, NE 68801

olsson.com

TEL 308.384.8750

FAX 308.384.8752

Olsson - Engineering

Nebraska COA #CA-0638

SSIONA L CIV IL EN

ADRIAN S.

TARANGO

E-21634

A

T

E

02/19/2026

OF NEBR

A

S

1900

PRIVATE WATER MAIN

SEE CROSSING DETAIL

1900

1895

1892

200+00

201+00

202+00

1895

1892

drawn by:

designed by:

project no.:

date:

AST

AST

025-04734

FEBRUARY, 2026

SHEET

4 of 12

28.5'

CONNECT TO EXISTING 6" CLEANOUT

4.5'

11

1

7

6

1

3

12

6" BYPASS FLOW

11

11

2

1

5

B

6

7.87'

3.21'

5

7

6" PRIMARY FLOW WITH METER

7

6

5'

11

7

6

5

A

6

3'

5

1

8

4

1

6

3

11

12

2

1

7.61'

9

9

BUILDING WALL, SEE DETAIL on SHEET 7.1

10

10

36" COMMERCIAL DOOR

EQUIPMENT TABLE

TAG #

DESCRIPTION

6" WATTS SERIES 405 NON-RISING

1 STEM, RESILIENT WEDGE FLANGED

GATE VALVE OR APPROVED EQUAL

6" WATTS SERIES 957-NRS REDUCED

2 PRESSURE VALVE ASSEMBLY OR

APPROVED EQUAL

3

6" ROMAC DJ400 DISMANTLING JOINT

OR APPROVED EQUAL

4

6" RECORDALL BADGER COMPOUND

METER

5 6" 90° D.I. BEND, FLANGED

6 6"X6" D.I. TEE, FLANGED

7 6" D.I. SPOOL, FLANGED

6" D.I. SPOOL, FLANGED X SPIGOT

8 WITH FLANGE ADAPTER (EBAA 1000

E-Z FLANGE OR APPROVED EQUAL)

9 6" D.I. SPOOL, MJ

10

6" GATE VALVE, MJ X MJ WITH 2 MEGA

LUGS

11

PIPE SUPPORT, SEE DETAIL 6 SHEET

7.1

12

12" TRENCH WITH 4" FLOOR DRAIN AT

BOTTOM OF SUMP

13

6" 90° D.I. BEND, MJ X MJ WITH 2 MEGA

LUGS

14 4" SDR 35 DRAIN PIPE

15 4" SDR 35 45° BEND

16 4" SDR 35 TRAP

QTY

8

2

2

1

4

4

4

3

2

2

6

1

2

30

2

2

SPOOL TABLE

LENGTH

1.05', FLANGED

QUANTITY

1

1.92', FLANGED

2

5', FLANGED X SPIGOT

1

5.96', MJ X MJ

1

6.46', MJ X MJ

1

7.87', FLANGED

1

7.02', FLANGED X SPIGOT

1

8.66', FLANGED BY SPIGOT

1

201 East 2nd Street

Grand Island, NE 68801

olsson.com

TEL 308.384.8750

FAX 308.384.8752

Olsson - Engineering

Nebraska COA #CA-0638

SSIONA L CIV IL EN

ADRIAN S.

TARANGO

E-21634

A

T

E

02/19/2026

OF NEBR

A

S

WATER METER HOUSE DETAIL PLAN VIEW

SCALE: 1" = 2'-0"

drawn by:

designed by:

project no.:

date:

AST

AST

025-04734

FEBRUARY, 2026

SHEET

5 of 12

Commodity Codes

• NAICS 221310Water Supply and Irrigation Systems
• NAICS 236220Commercial and Institutional Building Construction
• NAICS 237110Water and Sewer Line and Related Structures Construction

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