WWYK263009_65 Drawings_Volume 1_Part1_Part10.pdf
PDF 2 MB Posted
- Solicitation number
- W912BV25S0014
About this file
This file contains erosion control plan drawings and technical details for the Bomber Agile Common Hangar project at Tinker Air Force Base, OK, issued by the US Army Corps of Engineers Tulsa District as part of solicitation WWYK263009 at 65% design stage.
The drawings show detailed erosion control measures including silt fence installations, sediment log check dams, stabilized construction entrance specifications, and rip-rap outlet protection details. Key features include specific requirements for silt fence placement 10 feet outside grading limits, phased landscaping requirements, protection measures for drainage structures, and detailed specifications for erosion control features like wattle inlet protection and grouted rip-rap outlets. The drawings contain precise technical specifications, dimensions, and installation requirements for each erosion control measure, along with general notes regarding contractor responsibilities for implementation and maintenance of these environmental protection features during construction.
View the file
Other files
Show 40 more
Latest 50 of 95 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
W W
W W
W W
W W
W W
W W
W W
W W
W W
W G
G G
G G
G G
G G
G G
G
GGGGGGGGGGG
F
SF
SF
SF
SFSF
OHE OHE OHE OHE
OHE OHE OHEOHE OHE OHE
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
E E
E
EE
OHE OHE
OHE
MW
T
HH
HH
W W W W
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWW
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
E
EEEEEEEEE
E EEEEEEEEE
E E
E
HH
HH
HH
.0
.0
1281.0
.0
.0
1281.0
1281.0
1281.0
.0
1282.0
1282.0
1282.0
.0
1283.0
.0
1283.0
1283.0
1283.0
1283.0
.0
1284.0
1284.0
1284.0
1284.0
1284.0
1285.0
1286.0
1286.0 1286.0
1287.0
.0
1284.0
.0
.0
.0
.0
1285.0
1285.0
.0
.0
.0
1286.0
.0
.0
1287.0
1287.0
.0
1288.0
.0
1289.0
1289.0 1289.0
1290.0
1290.0
1291.0
1291.0
1292.0 1292.0
1293.0
1293.0
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
.0
.0
.0
.0
1284.0
1285.0
.0
1286.0
SF
SF
SF
SF
FR
FR
UD
FR
U D
UD UD
.0
.0
.0
.0
.0
.0
.0
1290.0
SF
SF
SF
SF
SF
SF
0+
1+
2+
3+
4+
5+
6+
7+
0+
1+
2+
3+
4+
5+
6+
7+
AN
RP
M
EL
I
I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
" X
2"
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
M
AR
K D
ES
C
R
IP
TI
O
N
D
AT
E D
AT
E
M
AR
K D
ES
C
R
IP
TI
O
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
KEYPLAN
TI
N
KE
R
A
IR
F O
R C
E
BA
SE
, O
K
TU
LS
A
D
IS
TR
IC
T
E
. 8 1S
T
ST
R
EE
T
TU
LS
A, O K
7-
EN
G
IN
EE
R
IN
G
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
EN
G
IN
EE
R
IN
G
B R
AN
C
H
P.
B
U H
LE
R
A.
G
U
LA
N
S.
N
AL
L
M . R
U N
D E
N O
VE
M
BE
R
0, D
ES
IG
N
BO
M
BE
R
A G
IL
E
C O
M M
O N
H
AN
G
AR
W W
YK
Mead and Hunt, Inc.
2440 Deming Way
Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
D
ES
IG
N
/2 0/
W
2B V-
-D
-0
W
2B V-
-D
-0
50' 100'0
ER
O
SI
O
N C
O N
TR
O
L
PL
AN
CG103
MATCH LINE - SHEET CG101 MATCH LINE - SHEET CG102
ASPHALT POV PARKING
LOT (150 SPACES)
SE 59TH STREET
GENERAL NOTES:
1. CONTRACTOR SHALL INSTALL SILT FENCE PRIOR TO
BEGINNING ANY EXCAVATION OR GRADING WORK.
SILT FENCE SHALL BE INSTALLED 10' OUTSIDE THE
LIMITS OF GRADING OR AS INDICATED.
2. CONTRACTOR SHALL PHASE LANDSCAPING IN
ORDER TO PROVIDE PERMANENT VEGETATIVE
COVER PRIOR TO SUBSEQUENT PHASES. THIS WILL
REQUIRE THE CONTRACTOR TO WATER THE
LANDSCAPED AREAS IN ORDER TO ESTABLISH
VEGETATIVE COVER.
3. PRIOR TO OPENING PAVEMENTS CLOSED DURING
CONSTRUCTION, ALL EROSION CONTROL ITEMS ARE
TO BE REMOVED WITH THE LANDSCAPED AREAS
WELL ESTABLISHED PER SPECIFICATIONS.
4. PROTECT ALL NEW DRAINAGE STRUCTURES AFTER
PLACEMENT.
5. SEDIMENT/EROSION CONTROL FEATURE TO BE
INSTALLED BEFORE EACH PHASE AND REMOVED
AFTER PERMANENT MEASURES ARE IN PLACE AND
PRIOR TO COMMENCING TO THE NEXT PHASE.
LEGEND
SILT FENCE
(SEE SHEET CG501 FOR DETAIL)
GRADING LIMITS
STORM PIPE
MANHOLE
CATCH BASIN
INLET PROTECTION
(SEE SHEET CG501 FOR DETAIL)
SEDIMENT LOG CHECK DAM
(SEE SHEET CG501 FOR DETAIL)
STABILIZED CONSTRUCTION ENTRANCE
(SEE SHEET CG502 FOR DETAIL)
GROUTED RIP-RAP OULET PROTECTION
(SEE SHEET CG502 FOR DETAIL)
EROSION MAT
FLOW DIRECTION
PROPOSED CONTOUR
EXISTING CONTOUR
SF
SD
CB
D
GROUTED RIP-RAP
OUTLET PROTECTION
GEOTEXTILE
10' - 0" (TYP)
2'
0"
5'
0" M
IN
. P
O
ST
S 3'
0"
FL
O
W
WOVEN WIRE ENDS
GEOTEXTILE
FL
O
W
GROUND LINE
FLOW
1.
5'
M
IN
ANCHOR THROUGH
NETTING WITHOUT
DAMAGE (TYP.)
WATTLES 12"
WATTLE
12"
WOOD STAKE
TOP OF FILL
THE ELEVATION AT THE BOTTOM OF THE
DISTANT END OF THE "J-HOOK" A SHOULD BE
THE SAME AS THE LOWEST POINT ALONG
THE TOP OF SILT FENCE B .
A
B
A
B
NOTE:
1. EL. A = EL. B TO MAXIMIZE STORAGE.
FLOW
ANGLE AND LENGTH OF
"J-HOOK" WILL VARY
20" WATTLE USED TO
RELEASE WATER IF NECESSARY
A
B
* SILT FENCE SHOULD BE LOCATED
AWAY FROM THE TOE OF THE SLOPE
TO PROVIDE SUFFICIENT SPACE TO
ALLOW A BROAD, FLAT AREA FOR
SEDIMENT ACCUMULATION AND
MAINTENANCE ACTIVITIES. THE ENDS
OF THE SILT FENCE SHOULD BE TURNED
UP GRADIENT TO MAXIMIZE STORAGE.
SILT FENCE
NOTES:
1. CONTRACTOR SHALL IMPLEMENT BEST STORMWATER MANAGEMENT PRACTICES AS DETAILED PER THE OKLAHOMA DEPARTMENT OF
TRANSPORTATION ROADSIDE DEVELOPMENT STORMWATER MANAGEMENT PROGRAM. LAND DISTURBANCE & SWPPP PERMIT MUST BE
APPROVED AND DELIVERED TO THE CONTRACTING OFFICER PRIOR TO ANY SITE DISTURBANCE.
2. CONTRACTOR SHALL MAINTAIN AND INSPECT EROSION CONTROL MEASURES AS DETAILED IN THE CONTRACTOR SUPPLIED AND
APPROVED STORMWATER POLLUTION PREVENTION PLAN.
3. SPOIL AREAS, DUMPING AREAS AND BURN AREAS TO BE OFF GOVERNMENT PROPERTY.
4. UTILITIES REQUIRED FOR CONSTRUCTION TO BE INSTALLED AND MAINTAINED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
5. SLOPE STABILIZATION METHODS ARE AS FOLLOWS:
LESS THAN 3H:1V SEED AND MULCH
GREATER THAN 3H:1V, LESS THAN 2V:1H TURF REINFORCEMENT MATTING
GREATER THAN 2H: 1V SODDING
NOTES:
1. SILT FENCES SHALL BE USED IN AREAS WHERE FLOW IS NOT SEVERE.
2. ANCHOR AND INSTALL SILT FENCE PER DETAILS SHOWN ON THIS SHEET.
3. SILT FENCES ARE TEMPORARY SEDIMENT CONTROL ITEMS THAT SHALL BE ERECTED OPPOSITE ERODIBLE AREAS SUCH AS NEWLY GRADED FILL SLOPES AND
ADJACENT TO STREAMS AND CHANNELS.
4. SILT FENCE SHOULD BE PLACED PER LOCATIONS SHOWN ON SHEETS CG101 - CG103.
5. IF THE DEPOSITS BECOME GREATER THAN 1/2 THE HEIGHT SILT FENCE, THE CONTRACTOR SHALL REMOVE THE SILT OR INSTALL A BACKUP SILT FENCE BEHIND
THE SILT FENCE AT HIS OPTION.
6. WHEREVER POSSIBLE, SILT FENCE SHALL BE CONSTRUCTED ACROSS A LEVEL AREA IN THE SHAPE OF A SMILE. THIS AIDS IN PONDING OF RUNOFF AND
FACILITATES SEDIMENTATION.
7. THE CONTRACTOR MAY ELECT TO USE EITHER METHOD I OR METHOD II.
8. METHOD II INSTALLATION SHALL BE ACCOMPLISHED USING AN IMPLEMENT THAT IS MANUFACTURED FOR THE APPLICATION AND PROVIDES A CONFIGURATION
MEETING THE REQUIREMENTS OF THE DETAIL.
9. WIRE SHALL BE MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
10. GEOTEXTILE FABRIC MEETING THE TYPE II MATERIAL REQUIREMENTS AND INSTALLED ACCORDING TO SPECIFICATION MAY BE USED WITHOUT WIRE FENCE.
11. SILT FENCE AND ALL OTHER EROSION CONTROL ITEMS ARE REQUIRED TO BE REMOVED PRIOR TO OPENING OF THE AIRFIELD PAVEMENTS. ALL SEEDED AREAS
TO HAVE THE CONTRACTING OFFICER'S APPROVAL ON SUBSTANTIAL GROWTH PRIOR TO REMOVAL.
RING FASTENERS (TOP ONLY) AT
APPROXIMATELY 2' - 0" O.C.
BURY WOVEN WIRE
FENCE APPROX. 6"
TRENCH (APPROX. 6" X 6")
BACKFILL ON TOP OF
GEOTEXTILE WITH SOIL
POST
GROUND LINE
WOVEN WIRE
COVERED WITH
GEOTEXTILE
GROUND
LINE
STUDDED METAL "T" POST
OR FUNCTIONALLY EQUAL
FLOW
POST
FLOW
GROUND LINE
8" MIN. WIRE &
FABRIC
STOP GEOTEXTILE HERE
MECHANICAL INSTALLATION
TOE OF SLOPE
TOP OF FILL
BYPASS
FLOW
175' M
AX
EMBANKMENT
FLOW
FLOW
200' M
AXTOE OF SLOPE
2' - 0" WIRE OVERLAP AT POST (USE
3-FASTENERS MIN.)
1' - 0" OVERLAP (USE
TWO FASTENERS
MIN.)
WOVEN WIRE ENDS
WOVEN WIRE
POST
METHOD I
SIDE VIEW
METHOD II
PLAN VIEW
ELEVATION VIEW
SECTION A-A
15' INSIDE DIA.
DROP INLET
SURFACE FLOW DIRECTION(TYPICAL)
NOT TO SCALE
REQUIRED LAPPING 1
CG501 CG101
NOT TO SCALE
"J-HOOK" SILT FENCE APPLICATION 3
CG501 CG101
NOT TO SCALE
SILT FENCE SECTION AT TOE OF FILL 4
CG501 CG101
NOT TO SCALE
SEDIMENT LOG CHECK DAM 6
CG501 CG101
NOT TO SCALE
"SMILE-CONFIGURATION" SILT FENCE APPLICATION2
CG501 CG101
NOT TO SCALE
WATTLE DROP INLET PROTECTION 5
CG501 CG101
45°
2" x 2" STAKE
2" x 2" WOOD STAKE
FLOW
D
IT
C H
B O
TT
O
M
PLAN VIEW
SEDIMENT LOG
MAXIMUM
STRENGTH/RETENTION
VOLUME AT 45°
NOTES:
1. ANCHOR AND INSTALL PER SEDIMENT LOG DETAIL ON THIS SHEET AND AS
DIRECTED BY COR IN THE FIELD.
2. A "W" SHAPE MAY BE USED FOR WIDER DITCHES.
3. IF MULTIPLE SEDIMENT LOGS ARE NEEDED, LOGS SHALL BE OFFSET TO THE
UP FLOW SIDE OF THE RUN TO ENSURE NO WATER PENETRATES
ATTEMPTED EROSION CONTROL MEASURE. EXTRA CARE SHALL BE USED
TO ENSURE STABILITY OF LOGS.
POINT X (TOP OF SEDIMINT FIBER LOG)
POST AT TOE OF SLOPE (EACH SIDE)
POINT Y (BOTTOM OF FENCE)
POINT Y (BOTTOM OF SEDIMENT LOG)
SLOPE
SLOPE
POINT Y
POINT X
DITCH
BOTTOM
GROUND
SECTION A-A
ELEVATION OF POINT X SHALL BE BELOW THE ELEVATION OF POINT Y.
AN
RP
M
E L I
I R Y
N G
ES
I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
" X
2"
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
M
AR
K D
ES
C
R
IP
TI
O
N
D
AT
E D
AT
E
M
AR
K D
ES
C
R
IP
TI
O
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
TI
N
KE
R
A
IR
F O
R C
E
BA
SE
, O
K
TU
LS
A
D
IS
TR
IC
T
E
. 8 1S
T
ST
R
EE
T
TU
LS
A, O K
7-
EN
G
IN
EE
R
IN
G
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
EN
G
IN
EE
R
IN
G
B R
AN
C
H
P.
B
U H
LE
R
A.
G
U
LA
N
S.
N
AL
L
M . R
U N
D E
N O
VE
M
BE
R
0, D
ES
IG
N
BO
M
BE
R
A G
IL
E
C O
M M
O N
H
AN
G
AR
W W
YK
Mead and Hunt, Inc.
2440 Deming Way
Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
D
ES
IG
N
/2 0/
W
2B V-
-D
-0
W
2B V-
-D
-0
ER
O
SI
O N
C O
N
TR
O L
D
ET
AI
LS
CG501
APPROACH LENGTH
50' STD.
SL
O
PE
T
O D
R
AI
N (0
.1 F
T/ F
T M
IN
TEMPORARY PIPE
(AS REQUIRED)
EXISTING
EDGE OF PAVEMENT
' W
ID
TH
M
IN
SECTION A-A
30' MIN.
AGGREGATE
SLOPE TO DRAIN (0.1 FT./FT. MIN.)
AGGREGATE
TRANSITION DETAIL
4" MIN.
APPROACH LENGTH
(AS REQUIRED)
PLAN
12" MIN.
EXISTING
GROUND
1. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT POINTS OF
EGRESS FROM UNSTABILIZED AREAS OF THE PROJECT TO PUBLIC ROADS WHERE
OFFSITE TRACKING OF MUD COULD OCCUR. TRAFFIC FROM UNSTABILIZED
AREAS OF THE PROJECT SHALL BE DIRECTED THRU THE STABILIZED ENTRANCE.
BARRIERS, FLAGGING, OR OTHER POSITIVE MEANS SHALL BE USED AS REQUIRED
TO LIMIT AND DIRECT VEHICULAR EGRESS ACROSS THE STABILIZED ENTRANCE.
2. THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE TECHNIQUE TO MINIMIZE
OFFSITE TRACKING OF SEDIMENT. THE ALTERNATIVE MUST BE REVIEWED
AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO IT'S USE.
3. ALL MATERIALS SPILLED, DROPPED, OR TRACKED ONTO PUBLIC ROADS
(INCLUDING THE STABILIZED CONSTRUCTION ENTRANCE AGGREGATE AND
CONSTRUCTION MUD) SHALL BE REMOVED DAILY, OR MORE FREQUENTLY
IF SO DIRECTED BY THE COR. REMOVE FOREIGN OBJECT DEBRIS IMMEDIATELY
FROM ANY ACTIVE AIRFIELD PAVEMENTS OR PUBLIC ROAD.
4. STABILIZER AGGREGATE SHALL BE 1.5-INCH TO 3.5-INCH DIAMETER STONE.
5. THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION
THAT WILL ALLOW IT TO PERFORM IT'S FUNCTION TO PREVENT OFFSITE TRACKING,
THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE RINSED WHEN NECESSARY
TO MOVE ACCUMULATED MUD DOWNWARD THRU THE STONE. ADDITIONAL STABILIZATION
OF THE VEHICULAR ROUTE LEADING TO THE STABILIZED ENTRANCE MAY BE
REQUIRED TO LIMIT THE MUD TRACKED.
6. THE NOMINAL SIZE OF A STANDARD STABILIZED CONSTRUCTION ENTRANCE
IS 30' X 50' UNLESS OTHERWISE SHOWN IN THE EROSION CONTROL PLAN
AGGREGATE
12" MIN.
COMPACTED FILL
EXISTING OR TEMPORARY
SIDEDRAIN PIPE
EDGE OF
TRAVELWAY
FILTER BLANKET
(GEOTEXTILE)
A
FILTER BLANKET(GEOTEXTILE) FILTER BLANKET
(GEOTEXTILE)
NOTES:
EX
IS
T.
D
IT
C
H
EX
IS
T.
D
IT
C H
NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE 1
CG502 CG101
NOT TO SCALE
DITCH CROSSING DETAIL 2
CG502 CG101
A
3 x Do
La
La + Do
1. RIP-RAP SHALL MEET THE REQUIREMENTS OF ODOT STANDARD SPECIFICATION FOR
CONSTRUCTION, SECTION 601 FOR TYPE IV RIP RAP.
2. GROUT RIP-RAP PER ODOT STANDARD SPECIFICATIONS FOR CONSTRUCTION WITH GROUT
CONFORMING TO SPECIFICATION SECTION 31 00 00 EARTHWORK.
ROCK OUTLET PROTECTION
NOTES:
Do = OUTLET PIPE DIAMETER
La = 24" PIPE - 12 FT, 30" PIPE - 14 FT, 36" PIPE - 16 FT, 42" PIPE - 18 FT, 48" PIPE - 25 FT, 54" PIPE - 30 FT
NOT TO SCALE
RIP-RAP OUTLET PROTECTION 3
CG502 CG101
AN
RP
M
E L I
I R Y
N G
ES
I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
" X
2"
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
M
AR
K D
ES
C
R
IP
TI
O
N
D
AT
E D
AT
E
M
AR
K D
ES
C
R
IP
TI
O
N
A
B
C
D
E
F
G
H
J
2 3 4 5 6 7 8 9 10 11 12
TI
N
KE
R
A
IR
F O
R C
E
BA
SE
, O
K
TU
LS
A
D
IS
TR
IC
T
E
. 8 1S
T
ST
R
EE
T
TU
LS
A, O K
7-
EN
G
IN
EE
R
IN
G
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
EN
G
IN
EE
R
IN
G
B R
AN
C
H
P.
B
U H
LE
R
A.
G
U
LA
N
S.
N
AL
L
M . R
U N
D E
N O
VE
M
BE
R
0, D
ES
IG
N
BO
M
BE
R
A G
IL
E
C O
M M
O N
H
AN
G
AR
W W
YK
Mead and Hunt, Inc.
2440 Deming Way
Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
D
ES
IG
N
/2 0/
W
2B V-
-D
-0
W
2B V-
-D
-0
ER
O
SI
O N
C O
N
TR
O L
D
ET
AI
LS
CG502
| V1_50 CIVIL |
| Sheets and Views |
| CG103 EROSION CONTROL PLAN |
| CG501 EROSION CONTROL DETAILS |
| CG502 EROSION CONTROL DETAILS |
File details come from the government source that posted it. Updated .