East Gate Plaza Water Meter House CH 2026-28
| Location: | Nebraska |
|---|---|
| Posted: | Feb 24, 2026 |
| Due: | Mar 18, 2026 |
| Agency: | City of Hastings |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
East Gate Plaza Water Meter House CH 2026-28
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
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