240176_ATT12_ Drawings.pdf
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- Attached to
- Tinker AFB MAC BOA - WWYK240176 - Replace Industrial Waste Lift Stations 6N & 6S, B62501
- Solicitation number
- FA813726R0043
About this file
This is a set of concept design construction documents for replacing industrial waste lift stations 6N and 6S at Tinker Air Force Base, Oklahoma, designated project WWYK240176, with an issue date of February 5, 2026. The project is under the Air Force Materiel Command, 72nd Air Base Wing Civil Engineer Directorate. The construction documents include general notes, vicinity maps, aerial imagery with utility overlays, demolition and new work plans for plumbing and electrical systems, plumbing details, and plumbing controls schematics.
The project requires complete demolition of the existing industrial waste lift stations 6N and 6S and installation of a new consolidated industrial waste lift station. The new lift station design includes a 10-foot diameter by 22-foot deep wet well with approximately 5,000-gallon fluid capacity, three submersible pumps rated at 100 GPM and 10 HP each, an industrial waste valve vault connecting to the existing system, and associated piping and control systems. All electrical work must comply with National Electrical Code Class I, Division I, Group D hazardous area standards. The contractor must verify existing conditions, manage dewatering and excavation materials per Tinker AFB standards, maintain continuous operation of the industrial waste system during phased construction, and restore disturbed areas with proper grading and gravel pathways for maintenance access. Environmental survey indicates no asbestos-containing materials, heavy metals, or lead-based paint concerns for the work areas; however, contractors must immediately notify the contracting officer and contracting officer's representative if suspect environmental conditions are encountered.
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Text version
REVIEWED BY:
REVIEWED BY:
USING AGENCY:
ASBESTOS EVALUATION:
SAFETY:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
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DATE:
INDUSTRIAL HYGIENE:
DATE:
PROJECT DRAWING INDEX SIGNATURES
CORROSION ENGINEER: (CECE)
CE OPERATIONS: (CECO)
COMMUNICATIONS: (COMM)
CHIEF ENGINEER DIR: (CECE)
CHIEF DESIGN BRANCH: (CECE)
DESIGN MANAGER: (CECE)
ZONE MANAGER:
CONSTRUCTION MANAGEMENT: (CECE)
ENVIRONMENTAL:
BASE CIVIL ENGINEER: (CE)
FIRE DEPARTMENT
GENERAL1. BRAND NAMES: REFERENCE TO SPECIFIC BRAND NAMES
OR COMPANIES IS FOR THE PURPOSE OF ESTABLISHING
MINIMUM QUALITY STANDARDS, IDENTIFICATION AND
GUIDANCE AND IS NOT INTENDED TO LIMIT SELECTION OF
OTHER MANUFACTURERS THAT ARE EQUAL OR EXCEED
THE SPECIFIED ITEMS IN TERMS OF PHYSICAL
PROPERTIES, INCLUDING, COLOR RANGE, FINISH,
DURABILITY, APPEARANCE, PERFORMANCE
CHARACTERISTICS, AND OTHER FACTORS. OTHER
PRODUCTS, MATERIALS, COLORS AND SYSTEMS, MAY BE
SUBMITTED FOR EVALUATION AND
APPROVAL/DISAPPROVAL BY THE CONTRACTING OFFICER.
2. THIS SET OF CONSTRUCTION DOCUMENTS SHALL BE
CONSIDERED AS A WHOLE IN THAT THE GENERAL
CONTRACTOR AND ALL THE SUB-CONTRACTORS ARE
RESPONSIBLE FOR THE INFORMATION PRESENTED ON ALL
SHEETS ON THE SET OF DRAWINGS AND ALL SECTIONS OF
THE SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR ERECTING ALL
CONSTRUCTION FENCING AND BARRICADES AS REQUIRED
TO PROTECT CONSTRUCTION MATERIAL AND TO PREVENT
ANY UNAUTHORIZED PERSONNEL FROM ENTERING THE
CONSTRUCTION SITE.
4. ANY DAMAGE TO THE EXISTING GROUNDS OR FACILITIES
CAUSED BY CONSTRUCTION TRAFFIC OR ANY
CONSTRUCTION OPERATION SHALL BE REPAIRED OR
REPLACED BY THE CONTRACTOR TO MATCH OR EXCEED
EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE
GOVERNMENT.
5. ALL WORK NOTED & LOCATED IN THESE DOCS SHALL BE
UNDERSTOOD BY THE CONTRACTOR TO REQUIRE ALL NEW
LABOR & MATERIALS UNLESS SPECIFICALLY NOTED TO BE
"EXISTING" OR "BY OTHERS".
KEY PLAN:
GENERAL NOTES:
DISCIPLINE
PROJECT
LOCATION
1 G-101 GENERAL NOTES & VICINITY MAP
SHT.SEQ. SHEET TITLE
OF
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SHEET
SHEET NUMBER
SH
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OKWWYK240176
REPLACE INDUSTRIAL WASTE
LIFT STATIONS 6N & 6S, B62501
DISCIPLINE
CONCEPT
DESIGN
W W
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1 7
C-101 AERIAL IMAGE WITH UTILITIES, 6N & 6S B62501
PLUMBING DEMOLITION AND NEW WORK PLAN LAYOUT
ELECTRICAL DEMOLITION AND NEW WORK PLAN LAYOUT
P-101
E-101
C-102 DEMOLITION AND NEW WORK WASTE LIFT STATION 6N & 6S
5 PLUMBING DETAILSP-501
PLUMBING CONTROLSP-601
21402139
62501-6N 62501-6S
R U
N W
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8/
RUNWAY 13/31
TA
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TAXIW
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TAXIWAY B
TAXIWAY C
TAXIWAY M
TA
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TAXIWAY E
TAXIWAY A
TA
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TAXIWAY F
TAXIWAY D
TAXIWAY E
TAXIWAY J
TA
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W
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TAXIWAY A
TAXIW
AY H
TAXIWAY C
TAXIWAY D
TAXIWAY EE
TAXIWAY F
Elm C reek
Crutcho Creek
Kuhlman Creek
Soldier Creek
Kuhlman Creek
Elm C reek
East Crutcho Creek
Elm Creek
El m
C re ek
Elm Creek
Elm C reek
Elm CreekElm C reek
Ku hlm an C re ek
Ea st
C ru tc ho
C re ek
Elm C ree k
West Crutcho Creek
W es t C ru tc ho
C re ek
Elm Creek
Soldier Creek
Elm C reek
Soldier CreekSoldier Creek
Ea st
C ru tc ho
C re ek
Elm Creek
Ea st
C ru tc ho
C re ek
East C rutcho C reek
Soldier Creek
So ld ie r C re ek
East C rutch o Creek
Soldier C reek
Soldier C reek
So ld ie r C re ek
East Crutcho Creek
416506
21222121
59475946
11401128
62540
61089
838837
62509
62528
62523
62501X
43774
62512
62516
62525
3592135916
99999
62543
32101
71086
53902
50414
55300
56601
930G
948-E
911-E
948-W
61019
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33001
35913
62501
65672
930S
45134
43609
42116
62517
62515
62526
62527
62503
62513
61289
62542
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11289
62501
15930
15908
15904
15904
15908
15908
15904
15904
15908
62502
41046
62501
62514
62501
61018
71089
45134
96022
43120
41157
44045
45815
40592
43610
62522
41163
15930
15930
11824
Arnold St.
Ea st
D r.
SE 74th St
SE 59th St.
Ai r D ep ot
Patrol Rd.
St af f D r.
Reserve Rd.
5th Ave
"A " A ve
M un iti on s R d.
W ar eh ou se R d.
"B " A ve
7th St.
"H " A ve
M cN ar ne y Av e.
Mitchell Ave
Al er t R d.
Co ok
A ve
W es t D r.
"E "A ve
Extender Dr.
Sentry Rd.
34th St.
Twining Dr.
5th Ave.
Jo ne s
Globemaster Dr.
To w er R d.
Vanaman Rd.
In du st ria l B lv d.
So ut h St
1st St.
Do ol itt le
A ve
Pi cn ic R d.
Ja m es D r.
W ol fe D r.
Ai r D ep ot
Ai r D ep ot
"D " A ve
Perimeter Rd.
Rapcon Rd.
Reserve Rd
"L " A ve
Mercury Rd.
1st St.
Br ow n Dr
Po nd
R d.
O ld
A ir
De po t
Airey Dr.
Bradley Dr.
Entrance Road "C"
Entrance Road "A"
"C " A ve
"C " A ve
Vandenberg Dr.
Hi llt op R d.
Do rm ito ry
R d.
Dormitory Rd.
"M " A ve
Chennault Dr.
M itc he ll A ve
Spaatz Dr.
Co m m od ity D r.
Doolittle Ave
W hi te D r.
3rd Ave.
"D " D riv e
Ba ll
Pa rk
R d.
Joint STARS Dr.
Ai r D ep ot
B lv d
Turbine Dr. Turbine Dr.
Central Plant Dr.
6th St.6th St.
Falco n Dr.
Blackb ird
Dr.
W ey la nd
L oo p
Pegasus Dr.
Thunderbolt D r.
Munitions Rd. Ext.
Codding Rd.
Starlifter Dr.
Chidlaw Ct.
Co rs ai r D r.
Ra pt or Ct
N ig ht H aw k
Ct
Ph an to m
D r.
Fr an kl in
Po w er ho us e
Dr
Sk ym as te r D r.
Spaatz Ct.
La w re nc e
M un de ll
Nabors Dr.
In tr ud er
D r.
M cN ic kl e
M ill er D r.
Ta il
Fe at he r D r.
Holden Dr.
Ai re y C ir.
Smith Ct.
Ra ve n Ct
Air Dep ot Ai r D ep ot
Vanaman Rd.
1st St.
1st St.
TAXIWAY F
Ra w li ng s A ve
Mitc he ll A ve
Mercury Rd.
Ra ily ar d
Rd
He rc ul es
R d.
"F " A ve
Pr op ul sio n Dr
Stratofortress Dr.
96021
Arnold St.
62501W 62501E
62501-6N 62501-6S
TINKER AFB, OK
VICINITY MAP
BASE
OPERATIONS
B240
CONTRACTING
B3
GOTT
GATE
TINKER GATE
PASS & ID B6611
HRUSKOCY
GATE
EAKER GATE
FIRE DEPARTMENT
B117
VANCE
GATE
LIBERATOR GATE
HOPE
GATE
LEGEND
CONTRACTOR
HAUL ROUTE
LANCER
GATE
TRUCK GATE
PIAZZA GATE
BASE CIVIL
ENGINEER
B400
PROJECT
LOCATION
(FUTURE
HAUL ROUTE)
(F
UT
UR
E
HA
UL
R
OU
TE
FUTURE
TRUCK GATE
FUTURE
HAUL ROUTE
PROJECT
LOCATION
OF
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SHEET
SHEET NUMBER
SH
EE
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TI
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
C-101
AERIAL IMAGE WITH UTILITIES
SCALE: 1/32" = 1'-0"
CONCEPT
DESIGN
W W
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PL
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IN
DU
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, 6
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2 7
C-101
AERIAL IMAGE WITH UTILITIES, 6N & 6S B62501
SCALE: 1/16" = 1'-0"
6N
6S
S.
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SHEET
SHEET NUMBER
SH
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TI
TL
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
C-102
DEMOLITION WORK WASTE LIFT STATION 6N & 6S
SCALE: 1/32" = 1'-0"
CONCEPT
DESIGN
W W
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RE
PL
AC
E
IN
DU
ST
RI
AL
W
AS
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LIF
T
ST
AT
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NS
6N
6S , B
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C-102
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\M od el
DE
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AN
D
NE
W W
OR
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W
AS
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LI
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ST
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IO
N 6N
6S
3 7
GENERAL NOTES
DURING THE DEMOLITION OF THE INDUSTRIAL WASTE STATION, IT IS
PRESUMED THAT ASBESTOS-CONTAINING MATERIALS (ACM) AND/OR
LEAD-BASED PAINT (LBP) WILL BE PRESENT. THE CONTRACTOR IS REQUIRED
TO TEST FOR THESE MATERIALS ONCE THEY ARE EXPOSED. IF THE
CONTRACTOR ENCOUNTERS ANY SUSPECT ENVIRONMENTAL CONDITIONS AT
ANY TIME, THEY MUST IMMEDIATELY NOTIFY THE CONTRACTING OFFICER (CO)
AND THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).
AN EM SURVEY INDICATES THERE ARE NO ASBESTOS CONTAINING MATERIALS
(ACM), HEAVY METALS (HM, OR LEAD BASED PAINT (LBP) CONCERNS FOR
AREA(S) WHERE WORK IS TO BE PERFORMED. IF AT ANY TIME THE
CONTRACTOR ENCOUNTERS SUSPECT ENVIRONMENTAL CONDITIONS, THEY
SHALL NOTIFY THE CO AND THE COR.
1.ANY DEWATERING NEEDS TO BE PUMPED AND HAULED TO THE IWTP
2.ANY EXCAVATION NEEDS TO BE STORED IN A LINED CONTAINER,
TESTED, AND DISPOSED OF, IN
ACCORDANCE WITH SAMPLING RESULTS. (REF. TINKER HAZARDOUS
WASTE MANAGEMENT PLAN).
IF AT ANY TIME THE CONTRACTOR ENCOUNTERS SUSPECT ENVIRONMENTAL
CONDITIONS NOT IDENTIFIED ABOVE, THEY SHALL NOTIFY THE CO AND THE
COR.
THIS DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED
ACCESS FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY
EXISTING CONDITIONS FOR ACCURACY.
PROVIDE CONCRETE PAD FROM EXISTING GATE TO ELECTRICAL PANELS,
INDUSTRIAL WASTE VALVE VAULT AND INDUSTRIAL WASTE LIFT STATION.
THE REMAINDER OF THE AREA INSIDE THE FENCE AREA TO BE GRAVEL.
REMOVE EXISTING INDUSTRIAL WASTE LIFT STATIONS (6N AND 6S) AND
ASSOCIATED PIPING, VALVES, AND STRUCTURES IN A PHASED SEQUENCE.
BACKFILL AND COMPACT EXCAVATED AREAS IN CONTROLLED LIFTS TO
ACHIEVE REQUIRED DENSITY AND STABILITY.
PROPERLY DISPOSE OF ALL REMOVED MATERIALS IN ACCORDANCE WITH
LOCAL ENVIRONMENTAL REGULATIONS AND TINKER AFB STANDARDS.
REROUTE THE DISCHARGE FROM LIFT STATION 6S TO CONNECT INTO THE
LIFT STATION 6N SYSTEM TO CONSOLIDATE INDUSTRIAL WASTE FLOWS.
DECOMMISSION AND DEMOLISH LIFT STATION 6S ONCE FLOW HAS BEEN
SUCCESSFULLY REDIRECTED.
SEQUENCE ALL WORK TO MAINTAIN CONTINUOUS OPERATION OF THE
INDUSTRIAL WASTE SYSTEM AND MINIMIZE SERVICE DISRUPTIONS.
EXCAVATE AND PREPARE SUBGRADE FOR THE INSTALLATION OF THE NEW
LIFT STATION AND ASSOCIATED VALVE VAULTS.
CONSTRUCT CONCRETE PAD VALVE VAULT AND INSTALL GRAVEL WALKWAYS
AROUND LIFT STATION AREAS TO SUPPORT LONG-TERM MAINTENANCE
ACCESS.
INSTALL NEW INDUSTRIAL WASTE PIPING AND AN 8" VALVE BOX WITH COVER
TO CONNECT TO THE EXISTING SYSTEM.
PERFORM FINAL GRADING TO ESTABLISH POSITIVE DRAINAGE AWAY FROM
STRUCTURES AND RESTORE DISTURBED AREAS IN ACCORDANCE WITH
TINKER AFB STANDARDS.
PROVIDE MINIMUM 4 FT WIDE GRAVEL PATHS AROUND CONCRETE PADS AND
ACCESS POINTS FOR PERSONNEL MOBILITY.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
C-102
NEW WORK WASTE LIFT STATION 6N & 6S
SCALE: 1/32" = 1'-0"
14.
15.
16.
6S
S.
D
OU
GL
AS
B
LV
D.
W
AR
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SE
R
D.
0'
35'
EXISTING
62501-6S
6N
EXISTING
62501-6N
IWVV
S.
D
OU
GL
AS
B
LV
D.
W
AR
EH
OU
SE
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D.
0'
35'
MV
NEW INDUSTRIAL
WASTE VALVE
VAULT
NEW INDUSTRIAL
WET WELL
IWLS
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F O
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SHEET
SHEET NUMBER
SH
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
P-101
PLUMBING DEMOLITION AND NEW WORK PLAN LAYOUT
NTS
CONCEPT
DESIGN
W W
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RE
PL
AC
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IN
DU
ST
RI
AL
W
AS
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LIF
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ST
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6N
6S , B
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P-101
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\M od el
PL
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D
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W
W
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PL
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LA
YO
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4 7
GENERAL NOTES
THIS DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS
FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS FOR ACCURACY.
INSTALLATION SHALL BE DESIGNED AND CONSTRUCTED IAW UFC 3-420-01
PLUMBING SYSTEMS, UFC 3-240-01 DOMESTIC WASTEWATER TREATMENT, AND THE
TAFB MECHANICAL STANDARD.
PROVIDE SUMP OF APPROXIMATELY 5,000-GALLON FLUID CAPACITY (10' DIAMETER
X 20' DEPTH) TO BE VERIFIED BY THE DOR. REFER TO SHEET DT-101.
PROVIDE THREE (3) SUBMERSIBLE TYPE PUMPS, 100 GPM, 10 HP IN THE NEW IWLS
TO BE VERIFIED BY THE DOR. PUMP FLOW RATE TO MEET A MINIMUM OF 2 FT/S IN
OUTLET PIPING. PUMP SYSTEM TO MEET N+1 CRITERIA TO MAINTAIN TWO
WORKING PUMPS. PUMPS TO MEET CLASS 1, DIVISION 1, GROUP D N.E.C.
REQUIREMENTS. PROVIDE EACH PUMP WITH GUIDE RAIL SYSTEM AND VFD FOR
SOFT START PURPOSES.
PROVIDE FLOW METER ON PUMP DISCHARGE PIPING IN NEW METER VAULT ON
EACH IW PIPE THAT ROUTES TO THE IWTP.
LOCAL CONTROL WILL BE PROVIDED ON ALL NEW SUBMERSIBLE PUMPS. PUMPS
WILL BE CONTROLLED BY PACKAGED PUMP EFFLUENT LEVEL CONTROL SYSTEM.
THE DIRECT DIGITAL CONTROLS WILL BE TIED INTO THE BASE SIDE COINE AND
HONEYWELL EBI DDC SYSTEM LOCATED IN B2136. EBI TO ALLOW MONITORING AND
TROUBLESHOOTING REMOTELY AS WELL AS AT THE FACILITY. NEW GRAPHICS WILL
BE PROVIDED FOR ALL NEW PUMPS AND FLOW METERS.
1.
KEYED NOTES
INDUSTRIAL WASTE LIFT STATION, 10' DIA. x 22' DEEP, 5,000 GALLON CAPACITY
TO BE VARIFIED BY THE DOR.
EXISTING IW PEAK FLOW RATES:
B2122: 280GPM
B2136: 30 GPM
CONTROLS TO PROVIDE LEAD/LAG CAPABILITY, ALARMS: FAILED TO RUN,
FAILED TO STOP, NOT IN AUTO: RUNTIME HOURS, ANALOG LEVEL SENSOR,
HIGH SUMP ALARM, LAG PUMP ON, ALL PUMPS OFF, HIGH SUMP LEVEL,
ANALOG SIGNAL LOSS, PUMP FAULT (ALL), LOW PANEL TEMP, HIGH PANEL
TEMP & DOOR OPEN. PROVIDE FOR FLOW METER CONNECTION.
INDUSTRIAL WASTE VALVE VAULT TO CONNECT BOTH OR EITHER FORCED
MAINS FOR USE WITH ANY AND ALL PUMPS.
PROVIDE VAULT FOR FLOW METERS AND CONTROLLERS. LOCATE TO
ACCOMODATE FLOW METER REQUIREMENT FOR UPSTREAM STRAIGHT LINE
OF PIPE.
DEMOLISH EXISTING INDUSTRIAL WASTE LIFT STATION.
2.
3.
4.
5.
6.
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SHEET NUMBER
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
CONCEPT
DESIGN
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A
DT-101
NEW INDUSTRIAL WASTE LIFT STATION
NOT TO SCALE
GENERAL NOTES
1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS
FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS FOR ACCURACY.
2. THIS DETAIL PROVIDED FOR REFERENCE ONLY. ANY DIMENSIONS, ELEVATIONS,
ETC SHALL NOT BE TAKEN AS APPLICABLE TO THIS PROJECT.
B
DT-101
FLOW METER VAULT
NOT TO SCALE
ALUMINUM
ACCESS
HATCH
GROUND LEVEL
HWL ALARM ON
PUMP OFF
LOW WATER ALARM
VALVE VAULT
GROUND LEVEL
4" PLUG
VALVE
PS-1
TEE
PS-1
DIP HDPE
SST FASTENERS GROUND LEVEL
FLAP
VALVE
PUMP ON
WET WELL
CCV
CCV
PVCCV
PV
PVMJ
MJ
MJ
MJ
MJ DJ
DJ
DJMJ
PLAN VIEW
RIM ELEV.
CONCRETE FILLET EL
SET POINT
WET WELL VALVE VAULT
PV
PV
PS-1
3" ANTI-FLOTATION FLANGE
(VERIFY SIZE WITH
MANUFACTURER)
REDUCER
PS-2
DIP DISCHARGE PIPE
(3) GUIDE RAILS,
SCHEDULE 40 SST,
ONE FOR EACH PUMP
WET WELL
4" DRAIN
PIPE
CONDUIT STUB
(ROTATED FOR
CLARITY)
(3) LIFT-OUT CHAIN WITH
1/4" SST LIFTING BAIL,
ONE FOR EACH PUMP AIR RELIEF VALVE
PLUG VALVE (PV)
BLIND FLANGE
TAP FOR 4" SPOOL
4" DIA FLG x FLG SPOOL
1" GATE VALVE
CHECK
VALVE (CV)
ALUMINUM ACCESS
HATCH
4" CAM LOK FITTING WITH
DUST CAP
ALUMINUM ACCESS
HATCH
DISMANTLING
JOINT (DJ)
FLOW
FLOW
8" DI DISCHARGE FLANGE
4" DRAIN
PIPE
TOP MOUNT 4"
VENT PIPE
3 SUBMERSIBLE PUMPS
FRP WET WELL
CAR WASH
WASTE
INDUSTRIAL WASTE
FLOW
FLO
W
TEE WITH E-CONNECTION
POINT
3" ANTI-FLOATATION FLANGE
(VERIFY SIZE WITH MANUFACTURER)
A
DT-101
LOCATION FOR REFERENCE ONLYCAR WASH WASTE
INDUSTRIAL WASTE
ALUMINUM ACCESS HATCH
CONCRETE FILLET CONCRETE FILLET
ALUMINUM ACCESS
HATCH
DEBRIS BASKET WITH GRATING FOR 2" SPHERES
PROVIDE RAIL SYSTEM WITH PROPER ACCESS
4"
1'
2'
1/2" - 1" ROCK BASE WRAPPED IN
SILT SCREEN MATERIAL
3" DRAIN OPENING WITH
SCREEN PLATE
FLOW METER. SEE INSTRUMENTATION
PLANS FOR ADDITIONAL
INFORMATION.
CAULK AND SEAL OPENING AFTER
INSTRUMENTATION WIRE(S) ARE
PASSED THROUGH
WIRE TO INSTRUMENTATION CONTROL PANEL.
SEE INSTRUMENTATION PLANS FOR
ADDITIONAL INFORMATION
RUBBER BOOT, (TYP.). FERNCO FLEXIBLE
COUPLING OR APPROVED EQUIVALENT
EXISTING GRADE
EXISTING SANITARY SEWER LINE. SIZE
VARIES, SEE DETAILS THIS SHEET
NOTES:
1. CONTRACTOR SHALL SUBMIT PLANS FROM STRUCTURAL ENGINEER
REGISTERED IN STATE OF OKLAHOMA PRIOR TO VAULT ACCEPTANCE
FOR CONSTRUCTION.
DE
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8" (T
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PROPOSED 4" DRAIN LINE BACK TO
WET WELL
TOP ACCESS
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SHEET NUMBER
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
CONCEPT
DESIGN
W W
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GENERAL NOTES:
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES AND ALL
SURVEY INFORMATION PRIOR TO CONSTRUCTION.
2. THIS SHEET FOR REFERENCE ONLY AND MAY NOT BE ACCURATE IN
EVERY DETAIL. DOR TO VERIFY ALL POINTS AND SEQUENCES REQUIRED
FOR A COMPLETE AND OPERATIONIAL SYSTEM.
KEY NOTES:
LEGEND:
PROPOSED PANEL WIRING
PROPOSED FIELD WIRING
1. PUMP TO BE PROGRAMMED FOR LEAD / LAG CONTROL. ON EQUAL TIME BASIS FOR ALL
PUMPS.
2. ROTATE LEAD WHEN ALL PUMPS OFF.
3. ROTATE LAG TO LEAD IF LEAD PUMP FAILS.
4. ALARM IN SCADA: FAILED TO RUN, FAILED TO STOP, NOT IN AUTO
5. ACCUMULATE RUNTIME HOURS (RTH) AND DISPLAY ON SCADA.
PUMP CONTROL
1. MEASURE SUMP LEVEL VIA ANALOG LEVEL SENSOR.
2. PROGRAM ADJUSTABLE PUMP ON/OFF SETPOINTS (HIGH TO LOW)
HI HI: HIGH SUMP ALARM
HI: LAG PUMP ON
LO: LEAD PUMP ON
LO LO: ALL PUMPS OFF:
PUMP START / STOP
1. ACTIVE WHEN ALARM ACTIVE.
2. ALARMS: HIGH HIGH SUMP LEVEL
ANALOG SIGNAL LOSS
PUMP FAULT (ALL)
LOW LOW PANEL TEMP
HIGH HIGH PANEL TEMP
DOOR OPEN
ALARM BEACON
BUILDING 62501 SEQUENCE OF OPERATIONS IWLS-6
SCALE: NTS
M-601
RTU
ALARM BEACON
FUNC. DEVICE
PSH100AB10
24VAC
(100VA)
120VAC
SURGE
SUPPRESSOR
120VAC
MS3 AUX
TB-DI
MS2 AUX
24VDC
(100VA)
FIELD
DEVICES
24VAC
(100VA)
FIELD
DEVICES AND
RELAY POWER
EXISTING
120VAC ADD 15A CB AND TERMINALS TO
EXISTING 120VAC SOURCE
CLEARLY LABEL AS POWERING
RTU PANEL
MS3
480V
MS1
480V
NEW 480V PUMP PANELREMOTE TERMINAL UNIT (RTU) PANEL
LT-AI
24V
TB-DO
DO
TB-AI
24V
DI
24V
DI
24V
DI
24V
DI
COM
DO
COM
DO
COM
DO
DO
AISUMP LEVEL
CR
CR
RUNRUN
RUNRUN
CT
CTDI
HIGH ALARM
PUMP #2 ON
PUMP #1 ON
PUMPS OFF
FILTER
SHROUD
AIR
FAN
SHROUD
AIR
T-STAT120VAC
HEATER120VAC
PANEL TEMP TIT
BUILDING 62501 LIFT STATION DETAIL IWLS-6
SCALE: NTS
M-601
24V+ 24V- B/N+
B/N-FM BACNET +
24V+ 24V- B/N+
B/N-FM BACNET +
BACNET TO EBI
PANEL
SP
P1 P2PT
(LEVEL)
TO IWTP
FLOW
METER
PWRB/N
FLOW
METER
PWRB/N
ALARM HORN
HRN COMBCN
PLACE KEYED HOA SWITCHES ON FRONT OF RTU ENCLOSURE.
COORDINATE WITH ITWP PERSONNEL FOR MANUFACTURER AND KEY
CODE. PROVIDE CONTACT BLOCK TO MONITOR AUTO POSITION.
PLACE CONTROL RELAY AND CT SWITCH IN PUMP START PANEL.
DESIGN PANEL TO BRING ALL AVAILABLE RTU I/O TO FIELD TERMINAL
STRIPS. ALL FIELD DEVICES TO CONNECT TO PANEL THROUGH FIELD
TERMINAL STRIPS.
HYDROSTATIC (PRESSURE) LEVEL SENSOR.
PROVIDE AND INSTALL ONICON F-4300 CLAMP ON FLOW METER AND
TRANSMITTER.
PROVIDE FAN AND VENT FOR AIR FLOW. PROVIDE THERMOSTAT FOR
FAN CONTROL. PROVIDE SHROUDS FOR NEMA 3R.
PROVIDE PANEL 120VAC PANEL HEATER WITH INTEGRAL T-STAT.
PROVIDE SENSOR TO MONITOR PANEL INTERNAL TEMPERATURE.
PROVIDE DOOR SWITCH TO MONITOR DOOR OPEN.
PROVIDE SURGE PROTECTION FOR BACNET COMMUNICATION LINES
BETWEEN RTU AND EBI PANEL.
PLACE HORN SILENCE SWITCH ON FRONT OF RTU PANEL.
HOAMS3 RUN
HOAMS2 RUN 1
AUTO SW
AUTO SW
HRN SLC
IWW LIFT STATION
VAULT
1. ACTIVE WHEN ALARM ACTIVE.
2. HORN SILENCE SWITCH TO SILENCE HORN FOR 30
MINUTES.
3. ALARMS: HIGH HIGH SUMP LEVEL
ANALOG SIGNAL LOSS
PUMP FAULT (ALL)
LOW LOW PANEL TEMP
HIGH HIGH PANEL TEMP
ALARM HORN
FLOW METER
VAULT
P3
MS2
480V
CR
RUNRUN
CT
HOAMS1 RUN 1
AUTO SW
MS1 AUX
DI
DI
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SHEET NUMBER
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
E-101
ELECTRICAL DEMOLITION AND NEW WORK PLAN LAYOUT
NTS
CONCEPT
DESIGN
W W
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GENERAL NOTES
1. THIS DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED
ACCESS FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY
EXISTING CONDITIONS FOR ACCURACY.
2. COORDINATION THE PROJECT SEQUENCE WITH OTHER TRADES:THIS LIFT
STATION CONTROL PANEL(S) MUST REMAIN IN SERVICE DURING ALL
CONSTRUCTION PHASING.
3. EXISTING ELECTRICAL SERVICE THIS LIFT STATION 6N & 6S (FACILITY
B62502) IF FED FROM PANEL MDP 2119-PNL-6, WHICH IS A 480/277 VOLT, 3
PHASE, 100 AMP SERVICE (CKT 1, 3, 5) IN (FACILITY 2119). THIS PANEL IS ON
EMERGENCY GENERATOR.
4. VALIDATE THE EXISTING ELECTRICAL SERVICE CAN SUPPORT THE NEW
LIFT STATION DESIGN FOR THE SELECTED NUMBER OF AND SIZE OF
PUMPS.
5. PERFORM MOTOR STARTING ANALYSIS AND MAXIMUM SHORT CIRCUIT
CALCULATIONS. LIST MAXIMUM SHORT CIRCUIT AMPERAGE IAW TINKER
AFB STANDARDS.
6. ELECTRICAL WORK SHALL BE IN A HAZARDOUS AREA: EQUIPMENT,
MATERIALS, AND INSTALLATION IN THIS AREA IS DESIGNATED AS
HAZARDOUS AND SHALL COMPLY WITH NEC ARTICLES 500, 501, 502, AND
503. HAZARDOUS AREAS AS DEFINED BY NEC AS CLASS I, DIVISION I,
EXPLOSION PROOF.
7. THE WET WELL AND THE AREA EXTENDING UP TO 12” ABOVE THE WET
WELL SHALL BE CLASSIFIED AS A CLASS 1 DIVISION 1, GROUP D
HAZARDOUS LOCATION PER THE NATIONAL ELECTRICAL CODE.
8. COORDINATE FINAL ELECTRICAL CLEARANCES FOR UNIMPEDED
MAINTENANCE OPERATIONS FOR THE AREA SURROUNDING THE
ELECTRICAL COMPONENTS INCLUDING, BUT NOT LIMITED TO, THE WET
WELL, PUMPS AND MOTOR SLABS, AND VALVE SLABS.
9. PROVIDE AN ELECTRICAL SERVICE RACK & SWITCH RACK THEY SHALL BE
CONSTRUCTED WITH METAL SUPPORT POLES AND CROSS BRACES.
COORDINATE FINAL ELECTRICAL CLEARANCES FOR UNIMPEDED
MAINTENANCE OPERATIONS FOR THE AREA SURROUNDING THE IWLS AND
IWVV COMPONENTS INCLUDING, BUT NOT LIMITED TO, THE WET WELL,
PUMP AND MOTOR SLABS, AND VALVE SLABS. RACKS SHALL BE PAINTED
WITH ENAMEL GRAY PAINT.
10. ENCLOSURES SHALL BE STAINLESS STEEL NEMA 4X, DOORS PROVIDED
WITH RUBBER-GASKET WITH CONTINUOUS HINGE WITH STAINLESS
STEEL LOCKABLE QUICK-RELEASE CLAMPS WITH ENCLOSURE LOCKABLE
HANDLE ON THE OUTSIDE OF EACH DOOR. COORDINATE ENCLOSURE
SIZE WITH HONEYWELL EBI TO ALLOW ACCESS AROUND ALL
COMPONENTS FOR EASE OF OPERATION AND MAINTENANCE. DETERMINE
THE NEED TO PROTECT OF ENCLOSURE COMPONENTS FROM
OVERHEATING.
11. THREE-PHASE POWER SHALL BE PROVIDED FOR THREE (3) PUMPS: NO
PHASE CONVERTERS OR SINGLE-PHASE POWER SHALL BE ALLOWED
12. LOCATE THE MOTOR CONTROL CENTER OUTSIDE THE WET WELL
IMMEDIATE SPACE, READILY ACCESSIBLE AND PROTECTED BY CONDUIT
SEALS, TO MEET THE REQUIREMENTS OF THE NFPA NATIONAL
ELECTRICAL CODE TO PREVENT THE ATMOSPHERE OF THE WET WELL TO
ENTER THE CONTROL CENTER.
13. ALL CONDUIT RUNS SHALL BE BURIED UNDER OR WITHIN THE SLAB. NO
CONDUIT RUNS OR JUNCTION BOXES ARE TO BE INSTALLED INSIDE OR ON
TOP OF WET WELL. SPLICING OF CABLES INSIDE THE WET WELL SHALL
NOT BE PERMITTED
14. TRANSIENT PROTECTION: ALL POWER ELEMENTS AND CONTROLS SHALL
BE PROTECTED AGAINST DAMAGE DUE TO ELECTRICAL TRANSIENTS
INDUCED OR INTERCONNECTING, LINES BY LIGHTNING. PER NFPA 789 &
UFC 2-575-0. AS A MINIMUM, PROVIDE SURGE SUPPRESSORS AT THE
FOLLOWING: ANY CONNECTIONS TO AC CONTROL PANEL AND ANY
COMMUNICATION SUPPORT (SPECIFICS TO BE DETERMINED DURING THE
DESIGN COORDINATE WITH HONEYWELL EBI FOR ELECTRICAL APPARATUS
FOR COMMUNICATION AND POWER.)
15. PROVIDE A 120V GFCI CONVENIENCE OUTLET ON THE ELECTRIC SERVICE
RACK. THIS RECEPTACLE IS FOR THE OPERATORS AND MAINTENANCE
STAFF.
16. PROVIDE LEDS FOR GENERAL ILLUMINATION. DESIGN LIGHTING LEVEL
EQUAL TO 1.0 FOOT-CANDLE FOR THE LIFT STATION EQUIPMENT AND
CONTROL PANEL AREA. USE LED FOR GENERAL ILLUMINATION. SITE
LIGHTING SHALL NOT INTERFERE WITH SURROUNDING AREA. TYPE OF
LIGHTING CONTROL TO BE DETERMINED.
NEW WORK KEYED NOTES
INDUSTRIAL WASTE LIFT STATION, 10' DIA. x 20' DEEP, 5,000 GALLON
CAPACITY TO BE VARIFIED BY THE DOR.
EXISTING IW PEAK FLOW RATES:
B2122: 280GPM
B2280: 200 GPM
B3225: 120 GPM
B3228: 120 GPM
B3705: 100 GPM
INDUSTRIAL WASTE VALVE VAULT TO CONNECT BOTH OR EITHER FORCED
MAINS FOR USE WITH ANY AND ALL PUMPS.
DEMOLISH EXISTING INDUSTRIAL WASTE LIFT STATION.
DEMOLITION WORK KEYED NOTES
DEMOLISH EXISTING INDUSTRIAL WASTE LIFT STATION 6N AND 6S.A
S.
D
OU
GL
AS
B
LV
D.
W
AR
EH
OU
SE
R
D.
62501-6S
62501-6N
IWVV
IWLS
A
A
35'-0"
0'- 0"
| Sheets and Views |
| G101 |
| 02-240176-C101-C101.pdf |
| Sheets and Views |
| C101 |
| 03-240176-C102-C102.pdf |
| Sheets and Views |
| C102 |
| 04-240176-P101-M101.pdf |
| Sheets and Views |
| M101 |
| 05-240176-P501-M501.pdf |
| Sheets and Views |
| M501 |
| 06-240176-P601-M601.pdf |
| Sheets and Views |
| M601 |
| 07-240176-E101-E101.pdf |
| Sheets and Views |
| E101 |
File details come from the government source that posted it. Updated .