WWYK143004_CU507.pdf
PDF 728 KB 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 set of construction detail drawings for underdrain systems at Tinker Air Force Base, Oklahoma City, Oklahoma, as part of the KC-46A Depot Maintenance Complex Support Infrastructure project.
The drawings specify comprehensive underdrain designs for airfield concrete pavements, taxiway/apron shoulders, and associated drainage infrastructure. Key technical specifications include: non-perforated and perforated PVC pipe installations (1-inch, 6-inch, and 8-inch diameter); concrete aprons and pads (24"x24"x12" thick); welded wire fabric reinforcement (4x4-W4xW4); rodent screens of Type 304 stainless steel with galvanized steel expansion anchors on daylight ends; rip rap slope protection with 3:1 to 6:1 slopes; cleanout structures with bolt-down covers (Neenah R3487 or approved equal); and underdrain trenches beneath apron pavements. Materials include concrete pavement, asphalt pavement, lime-modified soil, compacted subgrade, drainage material, and 30-pound felt wrap around pipes. All reinforcement requires 1.5-inch clear spacing from concrete faces, exposed concrete edges must be chamfered 3/4-inch, and clear spacing between multiple pipe installations shall be D/2 but not less than 18 inches. The contract number is W912BV-16-C-0029, prepared by Burns & McDonnell for the U.S. Army Corps of Engineers Tulsa District, with drawings dated May 2016 and marked as As-Built.
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
12" LAP
(MIN)
END VIEW
RAKED
CONSTRUCTION
JOINT
4 X 4 - W4 X W4
WELDED WIRE FABRIC
D/2
18" MIN
D/2
18" MIN
D
SIDE VIEW
SECTION A-A TOP VIEW
A A
R18"(TYP)
SHAPE CONCRETE TO
CONFORM TO PIPE CROWN
D/2
18" MIN
VARIES
SLOPE AS REQ'D
6" (TYP)
6" (TYP)
D /2
" M
IN
RIP RAP
AS DIRECTED
D
6"
3:1 SLOPE
PAVED END SLOPE AREA (SQ FT)
4:1 SLOPE 6:1 SLOPE
20 24
4 X 4 - W4 X W4
WELDED WIRE FABRIC
PIPE DIA
(D)
4" 6"
(MIN)
6"
(MIN)
NOTES:
1. THE SIDES OF THE TRENCH SHALL BE SLOPED NOT MORE THAN
1 VERTICAL ON 10 HORIZONTAL FOR THE MINIMUM FROST
DEPTH OF 30-INCHES.
2. FOR CONCRETE PAVEMENTS LOCATE THE PIPE IN VICINITY OF A
JOINT.
3. GEOTEXTILE FABRIC REQUIRED AROUND UNDERDRAIN PIPE
AND UNDERDRAIN BEDDING MATERIAL. MINIMUM 12" FABRIC
OVERLAP.
PORTLAND CEMENT
CONCRETE PAVEMENT
FINISH GRADE
DRAINAGE LAYER
COMPACTED
SUBGRADE
GEOTEXTILE FABRIC (SEE SPECIFICATION
SECTION 33 46 16)
UNDERDRAIN BEDDING MATERIAL (SEE
SPECIFICATION SECTION 33 46 16)
6" DIA PERFORATED UNDERDRAIN PIPE
WITH SOCK FILTER FABRIC
(SEE SPECIFICATION SECTION 33 46 16)
OVERLAP FABRIC
12" (MIN)
BASE COURSE
(M
IN
D
EP
TH
V
AR
IE
S
SE
E D
R
AW
IN
G
S
NOTES:
1. CLEAR SPACING FOR MULTIPLE PIPE INSTALLATIONS SHALL
BE D/2 BUT NOT LESS THAN 18".
2. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4"
UNLESS NOTED OTHERWISE. SLOPING PAVED SURFACES
SHALL NOT EXCEED 3/8" IN 10.00'.
3. ALL REINFORCEMENT SHALL BE PLACED 1.5" CLEAR OF
NEAREST FACE OF CONCRETE UNLESS SHOWN OTHERWISE.
4. RODENT SCREEN SHALL BE INSTALLED ON DAYLIGHT END.
SCREEN SHALL BE TYPE 304, STAINLESS STEEL WELDED
WIRE CLOTH WITH GALVANIZED STEEL EXPANSION ANCHORS.
6" 6" 6"
4"
VA
R
IE
S
" M
IN
LIME MODIFIED SOIL
COMPACTED SUBGRADE
DRAINAGE LAYER
GRADED-CRUSHED
AGGREGATE BASE
COURSE
PCC OR ASPHALT
FINAL GRADE
8- 1/
2"
(T
YP
GEOTEXTILE
FABRIC
UNDERDRAIN BEDDING MATERIAL
Ø6" MIN PERFORATED
UNDERDRAIN PIPE
WITH GEOTEXTILE FABRIC
(SEE SPECIFICATION SECTION
AND 33 46 16)NOTE:
1. UNDERDRAIN BEDDING MATERIAL SHALL CONFORM TO THE REQUIREMENTS
OF SECTION 33 46 16.
2. GEOTEXTILE FABRIC REQUIRED AROUND ALL UNDERDRAIN PIPE AND
UNDERDRAIN BEDDING MATERIAL. MINIMUM 12" FABRIC OVERLAP.
3. USE NON-PERFORATED PIPE FOR CLEANOUT RISERS BEGINNING AT 45° WYE
OR ELBOW.
4. INSTALL PERFORATED PIPE SO THAT PERFORATIONS FACE DOWNWARD.
5. EXTEND NON-PERFORATED UNDERDRAIN PIPE IN PAVED AREA 5 FEET
BEYOND EDGE OF FINAL PAVED SURFACE.
SHOULDER
CONCRETE APRON
CLEANOUT ALONG
PAVEMENT EDGE
3 WAY OR 4 WAY INTERSECTION
9"
NON-PERFORATED PVC PIPE
FLOWFLOW
FL
O
W
FL
O W
NOTE:
1. SEE UTILITY PLAN SHEETS AND
STRUCTURES TABLES ON CU600
AND CU601 FOR RIM AND INVERT.
FLOW FLOW
PLUG ON END OF LINE
WHERE APPLICABLE
6" UNDERDRAIN
8" CLEANOUT
PCC OR ASPHALT PAVEMENT
WHERE APPLICABLE
BOLT DOWN CLEANOUT
COVERS(TYP)
3"
3" 5"
4"
FLOW FLOW
PLUG AT END OF PIPE
RUN WHERE APPLICABLE
8" DIA. NON-PERFORATED PVC PIPE
30 LB. FELT AROUND PIPE
6" MIN
ISOLATION JOINT (TYP)
BOLT DOWN LIDS NEENAH
R3487, OR APPROVED EQUAL,
HEAVY-DUTY FRAME AND
COVER OR APPROVED EQUAL
APPLY TACK COAT TO SIDES
OF PAD PRIOR TO PLACEMENT
OF ASPHALT
PCC OR ASPHALT PAVEMENT
WHERE APPLICABLE
SECTION 2
PLAN SECTION
SECTION 1
CUT HOLE IN AREA INLET 10" Ø
AND GROUT PVC PIPE IN PLACE
WITH NON-SHRINK GROUT
6" OR 8" UNDERDRAIN PIPE
CONCRETE PAD -
24"x24"x12" THICK IN
ASPHALT OR DIRT AREAS
6"
6"
LIME MODIFIED SOIL
SCALE: NTS
UNDERDRAIN TRENCH
(BENEATH APRON PAVEMENT)
D1
SCALE: NTS
UNDERDRAIN CONNECTION TO
AREA INLET/MANHOLE/PIPEC1
SCALE: NTS
UNDERDRAIN SECTION (APRON EDGE)
A1
SCALE: NTS
UNDERDRAIN CLEANOUT (ASPHALT SHOULDER OR
UNPAVED AREA)
A3
SCALE: NTS
PAVED END SLOPE FOR UNDERDRAIN PIPEA5
SCALE: NTS
UNDERDRAINS AT TAXIWAY / APRON SHOULDERSE5
SEE NOTE 4
CU507
CU507
GENERAL EMBANKMENT
FILL AS NEEDED
LIME MODIFIED SOIL
GENERAL
EMBANKMENT FILL
AS NEEDED
GENERAL
EMBANKMENT
FILL AS NEEDED
CONCRETE PAD
VA
R
IE
S
(M
IN
0"
VA
R
IE
S
(M
IN
0"
CONCRETE PAD
24"
NON-PERFORATED UNDERDRAIN
8" 24 28 30
DRAINAGE LAYER
BASE COURSE
COMPACTED
SUBGRADE
LIME MODIFIED SOIL
GENERAL EMBANKMENT
FILL AS NEEDED
#10 BARS ALL
AROUND (6" LAP)
10.00' (TYP) 15.00'
2.00'
1" DRAIN LINE
ASPHALT PAVEMENT (TYP)
PROFILE VIEW
FLUSH MOUNTED TAXIWAY EDGE LIGHT
(SEE ELECTRICAL SHEETS)
BASE COURSE
COMPACTED
SUBGRADELIME MODIFIED SOIL
GENERAL EMBANKMENT
FILL AS NEEDED
18"
FLOW
VARIES
FLOW
VARIES
NON-PERFORATED
1" DRAINAGE LINE
DAYLIGHT INTO DRAINAGE LAYER
ELECTRICAL CONDUIT
PLAN VIEW
FLOW
DAYLIGHT PIPE OR CONNECT
TO STRUCTURE. SEE UTILITY
AND GRADING PLANS
NON-PERFORATED
UNDERDRAIN PIPE
PERFORATED
DRAIN PIPE
DRAINAGE MATERIAL
CLEAN OUT
6" VARIES
DEPTH 30"±
CU507
A3
DAYLIGHT PIPE OR CONNECT TO
DRAINAGE STRUCTURE, SEE
UTILITY AND GRADING PLANS
AIRFIELD CONCRETE
EDGE OF APRON OR TAXIWAY
AIRFIELD CONCRETE AIRFIELD ASPHALT SHOULDER
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
TU
LS
A D
IS
TR
IC
T
TU
LS
A, O
KL
AH
O M
A
BU
R
N S
M
C D
O N
N
EL
L
W
AR
D
P
AR
KW
AY
KA
N
SA
S
C
IT
Y, M
O
US Army Corps of Engineers Tulsa District
M
AR
K D
ES
C
R
IP
TI
O
N
SHEET
IDENTIFICATION
D
AT
E
AP
PR
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D W
N B
Y:
C
KD
B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E:
FI
LE
N U
M
BE
R
SI
ZE
SB
M
T
BY
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
C O
N
TR
AC
T
N O
5 6
D
C
A
B
1 2 3 4
E
"X
C O
PY
R
IG
H
T
B
U R
N S
M cD O
N N
EL
L
EN
G
IN
EE
R
IN
G C
O M
PA
N
Y, IN
C
KC
-4
6A D
EP
O
T M
AI
N
T C
O M
PL
EX
S U
PP
O
R T
IN
FR
A.
O
KL
AH
O
M A
C
IT
Y, O
KL
AH
O M
A
TI
N
KE
R A
IR
F
O R
C E
BA
SE
W W
YK
CU
0-
CU
6.D
W G
PD
C
:W W
YK
FY
:1
SHEET
IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
D
C
A
B
E
5 61 2 3 4
AS-BUILT (CWG)
M
AY
W
2B V-
-C
-0
CU507
U N
D
ER
D R
AI
N
D
ET
AI
LS
O
F
K.
W
AR
TA
D . M
U
ET
IN
G
R . B
AR
U
TH
K.
W
AR
TA
1:
7/ 1/
12" MIN
FABRIC
| Sheets and Views |
| CU507 |
File details come from the government source that posted it. Updated .