240176_Amendment 1 Drawings.pdf
PDF 3 MB Posted
- Attached to
- Tinker AFB MAC BOA - WWYK240176 - Replace Industrial Waste Lift Stations 6N & 6S, B62501
- Solicitation number
- FA813726R0043
About this file
This document is a Concept Design drawing set for a federal construction project at Tinker Air Force Base, Oklahoma. The project, identified as WWYK240176, involves the replacement of Industrial Waste Lift Stations 6N and 6S at Building B62501. The design was prepared by TEPA-CSAG with a design date of 24 March 2026 and includes general notes, vicinity maps, demolition and new work plans, plumbing details, and control system schematics.
The project scope requires demolition of existing industrial waste lift stations and construction of new lift station infrastructure to consolidate industrial waste flows. Key technical requirements include: installation of a new 10-foot diameter by 22-foot deep lift station with approximately 5,000-gallon fluid capacity; three submersible pumps rated at 100 GPM and 10 HP each, designed to meet N+1 redundancy criteria with a minimum 2 feet per second outlet velocity; pump systems equipped with guide rails and variable frequency drives for soft start; flow meters on discharge piping; and packaged pump effluent level control systems with multiple alarms including high/high sump level, analog signal loss, pump fault, temperature monitoring, and door open detection. Construction specifications require compliance with UFC 3-420-01 (Plumbing Systems), UFC 3-240-01 (Domestic Wastewater Treatment), and Tinker AFB mechanical standards. The contractor must provide a 20-foot wide concrete driveway from Warehouse Road to the fenced area and a 4-foot wide concrete walkway for maintenance access, with the remaining area finished in gravel. Environmental protocols mandate testing for asbestos-containing materials and lead-based paint, with immediate notification to the Contracting Officer and Contracting Officer's Representative if suspect conditions are encountered. All excavated materials must be stored in lined containers, tested, and disposed of in accordance with the Tinker Hazardous Waste Management Plan. The design includes provisions for continuous operation of the industrial waste system during phased demolition and construction.
View the file
Other files
Show 40 more
50 files listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
REVIEWED BY:
REVIEWED BY:
USING AGENCY:
ASBESTOS EVALUATION:
SAFETY:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
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
TI
NK
ER
A
IR
F
OR
CE
B
AS
E, O
KL
AH
OM
A
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
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
YK
RE
PL
AC
E
IN
DU
ST
RI
AL
W
AS
TE
LIF
T
ST
AT
IO
NS
6N
6S , B
M
AR
TE
PA
-C
SA
G
J.
A
LL
EN
G-101
S
ST
AR
R
J W
H
EE
LE
R
En gr
\D es ig n\
\2
4\
\S
U
PP
O R
T\ D
R
AW
IN
G
S\ M
O D
EL
GE
NE
RA
L N
OT
ES
AN
D
VI
CI
NI
TY
M
AP
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
GE
NE
RA
L R
EV
IS
IO
N
MA
R2
21402139
62501-6N 62501-6S
R U
N W
AY
8/
RUNWAY 13/31
TA
XI
W
AY
G
TAXIW
AY H
TAXIWAY B
TAXIWAY C
TAXIWAY M
TA
XI
W
AY
K
TAXIWAY E
TAXIWAY A
TA
XIW
AY E
E
TAXIWAY F
TAXIWAY D
TAXIWAY E
TAXIWAY J
TA
XI
W
AY
G
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
911-W
33001
35913
62501
65672
930S
45134
43609
42116
62517
62515
62526
62527
62503
62513
61289
62542
62501OK
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
TI
N
KE
R
A
IR
F O
R C
E
BA
SE
, O
KL
AH
O M
A
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
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
YK
RE
PL
AC
E
IN
DU
ST
RI
AL
W
AS
TE
LIF
T
ST
AT
IO
NS
6N
6S , B
M
AR
TE
PA
-C
SA
G
J.
A
LL
EN
C-102
S
ST
AR
R
J.
W
H
EE
LE
R
En gr
\D es ig n\
\2
4\
\S up po rt\ D ra w in gs
\M od el
DE
MO
LIT
IO
N
AN
D
NE
W W
OR
K
W
AS
TE
LI
FT
ST
AT
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 20FT WIDE CONCRETE DRIVEWAY FROM WAREHOUSE RD. TO THE
DOUBLE-GATE PROTRUDING 25FT INTO THE FENCED AREA FOR MAINTENANCE
VEHICLE PARKING. PLACE MINIMUM 4FT WIDE CONCRETE WALKWAY FROM THE
PROPOSED DRIVEWAY AT THE EXISTING GATE TO ELECTRICAL PANELS,
INDUSTRIAL WASTE VALVE VAULT AND INDUSTRIAL WASTE LIFT STATION FOR
ACCESS. THE REMAINDER OF THE AREA INSIDE THE FENCED AREA TO BE
GRAVEL. PLACE GRAVEL AT 1INCH BELOW THE TOP OF THE CONCRETE
DRIVEWAY AND CONCRETE WALKWAYS.
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 AROUND THE
ENTIRE LIFT STATION AREAS TO SUPPORT LONG-TERM MAINTENANCE.
INSTALL NEW INDUSTRIAL WASTE PIPING AND AN 8" VALVE BOX WITH COVER TO
CONNECT TO THE EXISTING SYSTEM.
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.
GE
NE
RA
L R
EV
IS
IO
N
MA
R2
15.
16.
6S
S.
D
OU
GL
AS
B
LV
D.
W
AR
EH
OU
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
R
D.
0'
35'
MV
NEW INDUSTRIAL
WASTE VALVE
VAULT
NEW INDUSTRIAL
WET WELL
IWLS
N
KE
R
A
IR
F O
R C
E
BA
SE
, O
KL
AH
O M
A
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
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
YK
RE
PL
AC
E
IN
DU
ST
RI
AL
W
AS
TE
LIF
T
ST
AT
IO
NS
6N
6S , B
M
AR
TE
PA
-C
SA
G
J.
A
LL
EN
P-101
S
ST
AR
R
J.
W
H
EE
LE
R
En gr
\D es ig n\
\2
4\
\S up po rt\ D ra w in gs
\M od el
PL
UM
BI
NG
D
EM
OL
IT
IO
N
AN
D
NE
W
W
OR
K
PL
AN
LA
YO
UT
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.
EXISTING MONACO SYSTEM SHALL REMAIN ACTIVE UNTIL NEW LIFT STATION IS
OPERATIONAL THEN CONNECTED TO THE NEW LIFT STATION EQUIPMENT.
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.
GE
NE
RA
L R
EV
IS
IO
N
MA
R2
S.
D
OU
GL
AS
B
LV
D.
W
AR
EH
OU
SE
R
D.
35'-0"
100'-0"
62501-6S
62501-6N
IWVV
IWLS
MV 3
N
KE
R
A
IR
F O
R C
E
BA
SE
, O
KL
AH
O M
A
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
CONCEPT
DESIGN
W W
YK
RE
PL
AC
E
IN
DU
ST
RI
AL
W
AS
TE
LIF
T
ST
AT
IO
NS
6N
6S , B
M
AR
TE
PA
-C
SA
G
S
SE
XT
O
N
P-601
S
ST
AR
R
J.
W
H
EE
LE
R
En gr
\D es ig n\
\2
4\
\S up po rt\ D ra w in gs
\M od el
PL
UM
BI
NG
CO
NT
RO
LS
6 7
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.
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
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.
SURGE PROTECTION AND BACNET COMMUNICATION LINES ARE NOT IN
THIS CONTRACT.
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
GE
NE
RA
L R
EV
IS
IO
N
MA
R2
KEYED NOTESADD 15A CB AND TERMINALS TO
EXISTING 120V AC SOURCE CLEARLY
LABLE AS POWERING RTU PANEL
AutoCAD SHX Text 15A
| Sheets and Views |
| G101 |
| 03-240176-C102-C102.pdf |
| Sheets and Views |
| C102 |
| 04-240176-P101-M101.pdf |
| Sheets and Views |
| M101 |
| 06-240176-P601-M601.pdf |
| Sheets and Views |
| M601 |
File details come from the government source that posted it. Updated .