WWYK143004_CU505.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 an architectural/engineering drawing document (CU505) prepared by the U.S. Army Corps of Engineers, Tulsa District for airfield structure details at Tinker Air Force Base in Oklahoma City, Oklahoma. The drawing depicts aircraft-rated apron manhole/inlet and double grate drainage inlet designs for the KC-46A Depot Maintenance Complex Support Infrastructure project.
The drawings specify heavy-duty, aircraft-rated drainage structures with reinforced concrete construction incorporating detailed specifications for foundation design, reinforcement bar placement, drainage layers, and compacted granular backfill. Key structural elements include drainage inlets with 48-inch maximum dimensions, multiple reinforcement bar configurations (#4, #5, and #6 bars at varying spacing), jet fuel-resistant waterstops, concrete fill with variable pipe diameters, and heavy-duty aircraft-rated grates and frames. The document references related utility structures tables on drawings CU600 and CU601, and cross-references detail drawings on sheet CU503. The design was prepared under Army Corps of Engineers Contract Number W912BV-16-C-0029, with the drawing dated May 2016 (as-built) and a plot date of July 1, 2026. The work was designed by D. Mueting, checked by R. Baruth, and submitted by K. Warta.
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Text version
SEE STRUCTURES TABLES ON CU600 AND CU601
SE
E
ST
R
U C
TU
R
ES
TA
BL
ES
O N
C U
AN
D
C U
1 12"12"
12"
12"12"
2" C
LR
2" C
LR24
2"
CLR
2"
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2" C
LR
2" C
LR6"
2"SE
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PR
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FI
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AN
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27" 2" C
LR
MIN 36"
MANWAY
LOCATION POINT
ROUND SOLID OR SQUARE GRATED
AIRCRAFT RATED FRAME AND
COVER, SEE UTILITY STRUCTURES
TABLE CU600/CU601
#7 @ 12" TOP
#7 @ 12" BOT
#7
2"
T O
P #7
2" B
O T
NOTE:
1. SEE DETAIL C5 ON CU503 FOR PIPE OPENING REINFORCEMENT.
VA
R
IE
S
ADD BARS
4 - #6 @ 2" T&B
SEE APRON MANHOLE
BASE SLAB PLAN FOR
REINF
CONCRETE FILL
PIPE DIA VARIES
WATERSTOP
#5 FACE BARS, TYP
ADD BARS
#4, STIRRUP
@ 10"
8" COMPACTED GRANULAR BACKFILL
PVMT ELEV
CONTINUOUS 2" x
6" WIDE KEYWAY SEE APRON MANHOLE
BASE SLAB PLAN FOR
REINFCOMPACTED
GRANULAR BACKFILL
JET FUEL RESISTANT WATERSTOP
#5 FACE BARS @ 12"
#6 @ 10" V INSIDE FACE DOWEL
INTO BASE SLAB TYP 4 SIDES
#6 @ 12" H EF TYP 4 SIDES
#6 @ 10" V OUTSIDE FACE DOWEL
INTO BASE SLAB TYP 4 SIDES
1" WEEP HOLES THROUGH WALL AT
DEPTH OF DRAINAGE LAYER
SPACED 18" O.C. ALL SIDES. COVER
WITH GEOTEXTILE FABRIC ON
OUTSIDE OF STRUCTURE BACKFILL
AGAINST FABRIC
48" MAX (SEE STRUCTURES
TABLES ON CU600 AND CU601)
PIPE DIA VARIES, SEE DETAIL
C5 ON CU503 FOR ADD BARS
AROUND OPENINGS, TYP ALL
WALL PIPE OPENINGS
VARIES. SEE STRUCTURES TABLES ON CU600 AND CU601
SEE APRON
MANHOLE TOP SLAB
PLAN FOR REINF
PVMT ELEV
#5 DOWEL
@ 12", TYP
PIPE INV
CONCRETE FILL
24" 12"
SEE STRUCTURES
TABLE ON CU600 12" 24"
48" MAX (SEE
STRUCTURES
TABLE ON CU600)
#5 @ 12" TOP
#5 @ 12" BOT
#5
2"
T O
P #5
2" B
O T
10 - #6 V
COL
REINF
#4 COLUMN
TIES @ 12"
REINFORCING DETAIL H
SECTION 1
APRON MANHOLE/INLET - TOP SLAB PLAN SECTION 2
M
AX
6"
(C O
O R
D
IN
AT
E
W
IT
H
SE
LE
C
TE
D
G R
AT
E/
FR
AM
E)
24" 18"
SEE STRUCTURE TABLE CU600
18" 24"
#6 @ 10" TOP
#5 @ 10" BOT
#6
0"
T O
P #5
0" B
O T
HEAVY-DUTY AIRCRAFT RATED
DUCT IRON GRATE, SEE
UTILITIES STRUCTURES
TABLES, CU600 AND CU601
LOCATION POINT
18"MAX 36"18"
2"
CLR
(TYP)
HEAVY-DUTY
AIRCRAFT RATED
GRATE
CONCRETE
FILL
PIPE DIA
VARIES
ADD BARS #4
STIRRUP @ 10"
ADD BARS 4 -
#6 BARS T&B
TYP WALL REINF
SEE DRAINAGE INLET
BASE SLAB PLAN FOR
REINF
COMPACTED
GRANULAR BACKFILL
PVMT ELEV
VA
R
IE
S
18"
VARIES - SEE STRUCTURES
TABLES CU600 AND CU601
18"
PVMT ELEV
6"
6"
VA
R
IE
S
- S
EE
P R
O
FI
LE
S
BOP
2"
CLR
2"
CLR
2" C
LR3" C
LR
SEE DRAINAGE INLET BASE SLAB PLAN FOR REINF
COMPACTED GRANULAR BACKFILL
JET FUEL RESISTANT
WATERSTOP
#5 FACE
BARS @ 12"
#6 BARS @ 12" OC V EF,
DOWEL INTO BASE SLAB,
TYP 4 SIDES
CONCRETE
FILL
PIPE DIA VARIES, SEE
DETAIL C5 ON CU503
FOR ADD BARS
AROUND OPENINGS,
TYP ALL WALL PIPE
OPENINGS
CONTINUOUS
2" x 6" WIDE
KEYWAY
#6 BARS @ 12" OC HORIZ
EACH FACE TYP 4 SIDES
HEAVY-DUTY
AIRCRAFT RATED GRATE
SECTION 4
SECTION 3
DETAIL G
2" C
LR
22"
10 #6
V COL
REINF
#4 COLUMN
TIES @ 10"
DRAINAGE INLET TOP GRATE PLAN
DETAIL G
DETAIL H
NOTE:
1. COORDINATE DIMENSIONS OF OPENING IN LID WITH SELECTED
GRATE AND FRAME.
NOTES:
1. COORDINATE DIMENSIONS OF OPENING IN LID WITH SELECTED GRATE
AND FRAME.
2. SEE GENERAL NOTES CU506 AND STRUCTURAL DRAWINGS FOR
STRUCTURAL NOTES, ABBREVIATION LIST, AND REINFORCING DETAILS.
48"
MAX
DRAINAGE INLET
SCALE: NTS
AIRCRAFT RATED DOUBLE GRATE DRAINAGE INLETA4
SCALE: NTS
AIRCRAFT RATED APRON MANHOLE/INLETA1
CU505
CU505
CU505
REINFORCING
DRAINAGE INLET
DRAINAGE INLET BASE SLAB PLAN
BASE SLAB PLAN
APRON MANHOLE/ INLET
APRON MANHOLE/ INLET
A4
CU506
A4
CU506
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