Drawings_Volume_1-part_C.pdf
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Drawings Volume 1 - part C - pages 51-198
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SE22
X X X X X X X
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TANK
1278.00
EXISTING
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SF SF SF SF SF SF SF
RAMP
LP
X X
X
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HAUL ROAD
TANK
1278.00
M A
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D E
S C
R I P
T I O
N D
A T
E A
P P
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A
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C D
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D
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A Y
K A
N S
I T
Y
US Army Corps of Engineers
Tulsa District
M A
R K
D E
S C
R I P
T I O
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
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D
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S I G
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F I L
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A
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P L
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N
X
C O P Y R I G H T
U R N S
M c D O N N E L L
E N G I N E E R I N G
C O M P A N Y
I N C
K C
W O
B
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I N
T E
N A
N C
E
H
A N
G A
R
O K
L A
H O
T
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O
K L A
H O
M A
T I N
K E
R
A
R
S
E
W W
YK
CG
0-
CG
1.D
W G
P D
C W
W Y
K
F Y
IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
B V
R
CG100
O V
E R
A L L
G
R A
D I N
G
P
L A
N
K
W
A R
T A
D
M
U E
T I N
G R
B
A R
U T
H
K
W
A R
T A
SCALE 1:120
OVERALL GRADING PLAN
A1
0 120' 240'
HERCULES/MERCURY
L E
GENERAL NOTES: THIS SHEET ONLY
1. SEE GENERAL NOTES ON SHEET CG101.
MECH BLDG
FF=1278
HANGAR
FF=1278
TANK
FOUNDATION
FF=1278 HANGAR CONTRACT
PROJECT LIMITS
HANGAR CONTRACT
PROJECT LIMITS
INFRASTRUCTURE CONTRACT
APRON GRADING (NIC)
INFRASTRUCTURE CONTRACT
PARKING GRADING (NIC)
G R
A D
I N
G
B
Y
I N
F R
A S
T R
U C
T U
R E
C O
N T
R A
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
XXXXXXXXXXX
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X X X X X X X X X
X
X
X
X
X
HERCULES/MERCURY
TANK
1278.00
FY15
HANGAR
MECH BLDG
FF=1278.00
MODULAR - SEGMENTAL
RETAINING WALL (NIC)
-2.22%
-0.10%
PERIMETER FF = 1278.00
-4 :1
-0.62%
-0.62%
-1.61%
-1.33%
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
S
F
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
S
F
S
F
S
F
S F
S F
RAMP
N 147200
N 147000
N 146800
E
E
EQUIPMENT
PADS
1277.75
50.00' @ 2.00%
X
X X
X X
X
X X X X X X X X
X X
X
TOP OF TRENCH
1277.50
GRADING BY OTHERS (NIC)
-0.79%
-2.05%
-1.47%
TANK
1278.00
1277.95
SLAB
1277.50
EXISTING CONTOUR
PROPOSED FINAL GRADE MAJOR CONTOUR
PROPOSED FINAL GRADE MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED FINAL GRADE SPOT ELEVATION
GRADING LEGEND:
SF SILT FENCE
EROSION CONTROL LEGEND:
SF
STORM INLET PROTECTION
SF
S F
S F
DITCH CHECK
S
F
SF
S
F
EXISTING SPOT ELEVATION
6" UD
12" SD
UNDERDRAIN/EDGE DRAIN
STORM DRAIN
-0.50%
CG501
C1
A3
A1
CU507
E5
CG502
CG501
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
L A
H O
M A
B U
R N
D
O N
N E
L L
W
A
R
K W
A Y
K A
N S
T
Y
US Army Corps of Engineers
Tulsa District
M A
R K
D E
S C
R I P
T I O
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I L
E
N
U M
B E
R
S I Z
E
S B
P L
A
L E
P L
T
E
C O
N T
R A
X
C O P Y R I G H T
R N S
M c D O N N E L L
E N G I N E E R I N G
C O M P A N Y
I N C
K C
O
B
P
I N
T E
N A
N C
E
H
A N
G A
R
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L A
H O
T
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K L A
H O
M A
T I N
K E
R
A
R
S
E
W W
YK
CG
0-
CG
1.D
W G
P D
C W
W Y
K
F Y
IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
B V
R
CG101
G R
A D
I N
G
L A
Y O
L A
N
K
W
A R
T A
D
M
U E
T I N
G R
B
A R
U T
H
K
W
A R
T A
T C
H L I N
E
S
G
F
N
T I N
U A
T I O
N
SCALE 1:20
GRADING LAYOUT PLAN
A1
0 20' 40'
GENERAL GRADING NOTES:
ALL GRADING SHEETS
1. PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, TOP
OF SURFACE FOR PAVEMENT, BOTTOM OF CURB (BC), OR TOP OF CURB
(TC) OR TOP OF STRUCTURE UNLESS INDICATED OTHERWISE.
2. ELEVATIONS DESIGNATED AS “MATCH” ARE INTENDED TO MEET EXISTING
GRADE ELEVATIONS. CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-INS
AND MATCH POINTS PRIOR TO BEGINNING CONSTRUCTION.
3. EXTERIOR FINISH GRADES AT BUILDING ENTRANCES AND DOORWAY
THRESHOLDS SHALL BE MAXIMUM 0.25-INCHES BELOW BUILDING FINISH
FLOOR IF A VERTICAL THRESHOLD IS PROVIDED, AND SHALL BE MAXIMUM
0.5-INCHES BELOW BUILDING FINISH FLOOR IF A BEVELED THRESHOLD IS
PROVIDED, UNLESS INDICATED OTHERWISE. STOOPS SLOPE AT 0.5% MAX.
RAMPS AT 8.33% MAX. BEGIN SLOPED PAVEMENT 1/4-INCH BELOW FINISH
FLOOR ELEVATION. EXTERIOR FINISH GRADES ADJACENT TO BUILDING
SHALL BE 6-INCHES BELOW BUILDING FINISH FLOOR UNLESS INDICATED
OTHERWISE.
4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING
CONSTRUCTION. ANY DRAINAGE FEATURE OR STRUCTURE DISTURBED
DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS
OR BETTER SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.
5. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM THE PROJECT
WORK LIMITS AS NECESSARY TO PROTECT SUBGRADE, SUBBASE, AND/OR
BASE COURSE OF NEW PAVEMENT, SURROUNDING PAVEMENT-TO-REMAIN,
BUILDING SLABS, EQUIPMENT PADS OR OTHER COMPLETED WORK.
6. SEE SHEET CG501-CG502 FOR RECOMMENDED BEST PRACTICES FOR
SEDIMENT AND EROSION CONTROL.
7. TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN SHALL BE
ADJUSTED ACCORDING TO PROPOSED FINISH GRADE ELEVATIONS BY THE
ADDITION OF PRECAST RINGS OR CAST IN PLACE CONCRETE COLLARS.
8. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RE-VEGETATED IN
ACCORDANCE WITH THE SPECIFICATIONS WITH A MINIMUM OF 4-INCHES OF
TOPSOIL, SEEDING, AND TEMPORARY WATERING.
9. INSPECTION REPORTS GENERATED BY THE CONTRACTOR AFTER
INSPECTION OF EROSION CONTROL DEVICES SHALL BE SUBMITTED TO THE
CONTRACTING OFFICER ON A WEEKLY BASIS.
10. ALL EXISTING AND PROPOSED STORM DRAIN INLETS AND CATCH BASINS
SHALL HAVE FILTER-SOCK INLET PROTECTION ON ALL SIDES.
11. IN AREAS OF SITE CONCRETE INDICATED TO BE BY THE HANGAR PROJECT,
THE INFRASTRUCTURE CONTRACTOR SHALL FILL THE SITE UP TO 3 FEET
BELOW FINISHED GRADE ELEVATION, HANGAR CONTRACTOR TO
CONSTRUCT THE REMAINING FILL, 6" LIME MODIFICATION, GCA BASE, AND
CONCRETE TO THE FINAL GRADES.
12. INFRASTRUCTURE CONTRACTOR TO ESTABLISH INITIAL EROSION CONTROL
MEASURES. ANY DAMAGE TO THESE ELEMENTS BY THE HANGAR
CONTRACTOR SHALL BE REPAIRED IMMEDIATELY. ANY ADDITIONAL
EROSION CONTROL ELEMENTS REQUIRED BY THE HANGAR CONTRACTOR
WORK SHALL BE INSTALLED AND MAINTAINED BY THE HANGAR
CONTRACTOR.
N
KEY PLAN
N.T.S.
INFRASTRUCTURE CONTRACTOR TO PREPARE THE
SITE TO ELEVATION 3 FEET BELOW INDICATED FINAL
GRADE AND INSTALL WEEP HOLES AND SILT FENCE
AROUND ALL DRAINAGE STRUCTURES TO PROVIDE
DRAINAGE PRIOR TO FINAL GRADING AND PAVEMENT.
HANGAR CONTRACTOR TO LIME MODIFY SUBGRADE,
GCA BASE, CONCRETE, ASPHALT AND BUILDING SLABS.
SEE NOTES ON HANGAR PAVEMENT SECTIONS
D1 AND D2 AS WELL AS SITE CONCRETE PAVEMENT
SECTION D5 FOR ADDITIONAL NOTES.
INFRASTRUCTURE CONTRACTOR TO PREPARE THE
SITE TO ELEVATION 3 FEET BELOW INDICATED FINAL
GRADE AND INSTALL WEEP HOLES AND SILT FENCE
AROUND ALL DRAINAGE STRUCTURES TO PROVIDE
DRAINAGE PRIOR TO FINAL GRADING AND PAVEMENT.
HANGAR CONTRACTOR TO LIME MODIFY SUBGRADE,
GCA BASE, CONCRETE, ASPHALT AND BUILDING SLABS.
SEE NOTES ON HANGAR PAVEMENT SECTIONS
D1 AND D2 AS WELL AS SITE CONCRETE PAVEMENT
SECTION D5 FOR ADDITIONAL NOTES.
60.00' FINAL PAVEMENT/BASE/DRAINAGE
LAYER BY HANGAR CONTRACTOR. LIME
MODIFICATION OF THE SUBGRADE BY THE
INFRASTRUCTURE CONTRACTOR IN THIS
AREA OF AIRFIELD CONCRETE PAVEMENT.
SEE DETAIL D4 ON CS500
INFRASTRUCTURE APRON:
COORDINATE SEQUENCE OF WORK AND
SCHEDULE WITH INFRASTRUCTURE
CONTRACTOR AND CONTRACTING OFFICER
INFRASTRUCTURE CONTRACTOR TO PREPARE THE
SITE TO ELEVATION 3 FEET BELOW INDICATED FINAL
GRADE AND INSTALL WEEP HOLES AND SILT FENCE
AROUND ALL DRAINAGE STRUCTURES TO PROVIDE
DRAINAGE PRIOR TO FINAL GRADING AND PAVEMENT.
HANGAR CONTRACTOR TO LIME MODIFY SUBGRADE,
GCA BASE, CONCRETE, ASPHALT AND BUILDING SLABS.
SEE NOTES ON HANGAR PAVEMENT SECTIONS
D1 AND D2 AS WELL AS SITE CONCRETE PAVEMENT
SECTION D5 FOR ADDITIONAL NOTES.
HANGAR
CONTRACT
PROJECT
LIMITS
CONTRACT SCOPE LEGEND:
HANGAR & MECHANICAL BLDG
FACILITY CONTRACT SCOPE ITEM
HGR:
INFRASTRUCTURE CONTRACT SCOPE
ITEM NOT IN CONTRACT (NIC)
INFR:
HERCULES/MERCURY
X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X X X X X X X X X X
X X
X X
PERIMETER FF ELEV. = 1278.00
-2.55%
-2.34%
-1.00%
-1.00%
-1.00%
-1.00%
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
H
EXISTING SD
ADJUST RIM TO
NEW GRADE
N 147000
N 147200 N 147200
N 147000
E
E
E
HANGAR SLAB
HANGAR
GRADING BY OTHERS (NIC)
EXISTING CONTOUR
PROPOSED FINAL GRADE MAJOR CONTOUR
PROPOSED FINAL GRADE MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED FINAL GRADE SPOT ELEVATION
GRADING LEGEND:
SF SILT FENCE
EROSION CONTROL LEGEND:
SF
STORM INLET PROTECTION
SF
S F
S F
DITCH CHECK
S
F
SF
S
F
EXISTING SPOT ELEVATION
6" UD
12" SD
UNDERDRAIN/EDGE DRAIN
STORM DRAIN
-0.50%
CG501
C1
A3
A1
CU507
E5
CG502
CG501
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
L A
H O
M A
B U
R N
D
O N
N E
L L
W
A
R
K W
A Y
K A
N S
T
Y
US Army Corps of Engineers
Tulsa District
M A
R K
D E
S C
R I P
T I O
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I L
E
N
U M
B E
R
S I Z
E
S B
P L
A
L E
P L
T
E
C O
N T
R A
X
C O P Y R I G H T
R N S
M c D O N N E L L
E N G I N E E R I N G
C O M P A N Y
I N C
K C
O
B
P
I N
T E
N A
N C
E
H
A N
G A
R
O K
L A
H O
T
Y
O
K L A
H O
M A
T I N
K E
R
A
R
S
E
W W
YK
CG
0-
CG
1.D
W G
P D
C W
W Y
K
F Y
IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
B V
R
CG102
G R
A D
I N
G
L A
Y O
A
N
K
W
A R
T A
D
M
U E
T I N
G R
B
A R
U T
H
K
W
A R
T A
T C
H L I N
E
S
F
N
T I N
U A
T I O
N
SCALE 1:20
GRADING LAYOUT PLAN
A1
N
0 20' 40'
NOTES: THIS SHEET ONLY
1. SEE GENERAL GRADING NOTES ON SHEET CG101.
2. ELEVATIONS DESIGNATED AS “MATCH” ARE INTENDED TO MEET
EXISTING GRADE ELEVATIONS. CONTRACTOR SHALL VERIFY
ELEVATIONS AT TIE-INS AND MATCH POINTS PRIOR TO BEGINNING
CONSTRUCTION.
3. EXTERIOR FINISH GRADES AT BUILDING ENTRANCES AND DOORWAY
THRESHOLDS SHALL BE MAXIMUM 0.25-INCHES BELOW BUILDING FINISH
FLOOR IF A VERTICAL THRESHOLD IS PROVIDED, AND SHALL BE
MAXIMUM 0.5-INCHES BELOW BUILDING FINISH FLOOR IF A BEVELED
THRESHOLD IS PROVIDED, UNLESS INDICATED OTHERWISE. STOOPS
SLOPE AT 0.5% MAX. RAMPS AT 8.33% MAX. BEGIN SLOPED PAVEMENT
1/4-INCH BELOW FINISH FLOOR ELEVATION. EXTERIOR FINISH GRADES
ADJACENT TO BUILDING SHALL BE 6-INCHES BELOW BUILDING FINISH
FLOOR UNLESS INDICATED OTHERWISE.
4. IN AREAS OF SITE CONCRETE INDICATED TO BE BY THE HANGAR
PROJECT, THE INFRASTRUCTURE CONTRACTOR SHALL FILL THE SITE
UP TO 3 FEET BELOW FINISHED GRADE ELEVATION, HANGAR
CONTRACTOR TO CONSTRUCT THE REMAINING FILL, 6" LIME
MODIFICATION, GCA BASE, AND CONCRETE TO THE FINAL GRADES.
5. INFRASTRUCTURE CONTRACTOR TO ESTABLISH INITIAL EROSION
CONTROL MEASURES. ANY DAMAGE TO THESE ELEMENTS BY THE
HANGAR CONTRACTOR SHALL BE REPAIRED IMMEDIATELY. ANY
ADDITIONAL EROSION CONTROL ELEMENTS REQUIRED BY THE HANGAR
CONTRACTOR WORK SHALL BE INSTALLED AND MAINTAINED BY THE
HANGAR CONTRACTOR.
END OF MODULAR
SEGMENTAL RETAINING WALL
TOW 1278.20
BOW 1277.00
PARKING LOT,
SIDEWALK, CURB
WORK BY
INFRASTRUCTURE
CONTRACTOR (NIC)
SLAB
1277.50
N
KEY PLAN
N.T.S.
INFRASTRUCTURE CONTRACTOR TO PREPARE THE
SITE TO ELEVATION 3 FEET BELOW INDICATED FINAL
GRADE AND INSTALL WEEP HOLES AND SILT FENCE
AROUND ALL DRAINAGE STRUCTURES TO PROVIDE
DRAINAGE PRIOR TO FINAL GRADING AND PAVEMENT.
HANGAR CONTRACTOR TO LIME MODIFY SUBGRADE,
GCA BASE, CONCRETE, ASPHALT AND BUILDING SLABS.
SEE NOTES ON HANGAR PAVEMENT SECTIONS
D1 AND D2 AS WELL AS SITE CONCRETE PAVEMENT
SECTION D5 FOR ADDITIONAL NOTES.
60.00' FINAL PAVEMENT/BASE/DRAINAGE
LAYER BY HANGAR CONTRACTOR. LIME
MODIFICATION OF THE SUBGRADE BY THE
INFRASTRUCTURE CONTRACTOR IN THIS
AREA OF AIRFIELD CONCRETE PAVEMENT.
SEE DETAIL D4 ON CS500.
INFRASTRUCTURE APRON:
COORDINATE SEQUENCE OF WORK AND
SCHEDULE WITH INFRASTRUCTURE
CONTRACTOR AND CONTRACTING OFFICER
INFRASTRUCTURE CONTRACTOR TO PREPARE THE
SITE TO ELEVATION 3 FEET BELOW INDICATED FINAL
GRADE AND INSTALL WEEP HOLES AND SILT FENCE
AROUND ALL DRAINAGE STRUCTURES TO PROVIDE
DRAINAGE PRIOR TO FINAL GRADING AND PAVEMENT.
HANGAR CONTRACTOR TO LIME MODIFY SUBGRADE,
GCA BASE, CONCRETE, ASPHALT AND BUILDING SLABS.
SEE NOTES ON HANGAR PAVEMENT SECTIONS
D1 AND D2 AS WELL AS SITE CONCRETE PAVEMENT
SECTION D5 FOR ADDITIONAL NOTES.
HANGAR
CONTRACT
PROJECT
LIMITS
CONTRACT SCOPE LEGEND:
HANGAR & MECHANICAL BLDG
FACILITY CONTRACT SCOPE ITEM
HGR:
INFRASTRUCTURE CONTRACT SCOPE
X
X X
X
X
FY16 PDM
HANGAR
(NIC)
SEPT 2016
SEPT 2018
X X
XXXXX
X
X
XXXXXXXXXXXXXX
X
X X
X X
X
X
X X
X X
X X X X X
X
NAVY
HANGARS
X
X
X
X
X
X
X
X
X
X
XXXX
X X
X
X X
X
X X
X
X X
X X
X X
X
X
X
X X
X X
X
X
X X X
H
X X X X
X X
X X
X X
X X
X
X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
XXXXXXXXX
X X
X X
X X
X X
X
X
X
X
X
X X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X
X
X
X X
X
X
X
X X
X X
X
X
X
X
XXXXXXXXXX
X
X
XXXXXXXXXXXXXXXX
XXXXXXXXXX
X X
X X
X X
X
XX
X X
X X
X
X
X X X X X X X X
X X X X X X
X
X
X
X
X X
X
X
X
X
X
X X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
E
E
E
E
XX
X
X
X
X
X
X
X
X
X
XXXXXXX
X X
X X
X X
X
X X X X X X X
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
NAVY
HANGAR
FUTURE
NAVY
HANGAR
B A
D
T
O T
A
C E
S
P
O V
V
C
E S
S I B
L E
H
A N
D I C
C
E S
S I B
L E
M
O T
O R
C Y
C L
E
SE 61ST STREET
SE 61ST STREET
P A
T R
A
D P
A T
R O
L
R
O A
D
P A
T R
A
D
65' ATFP SET BACK
A
T F
P
S
C
K
157.67'
157.67'
1400.00'
AIRFIELD ASPHALT
PAVEMENT SHOULDERS
T
A
X
I
W
N
C
R
E
T
E
ROMEO RAMP
T
A
X
I
W
A
X I W
ROMEO RAMP
AIRFIELD SERVICE ROAD
TAXIWAY F
EXISTING
AIRFIELD
SHOULDER
EXISTING TAXIWAY F
EXISTING TAXIWAY F
AC SHOULDER
TAXIWAY F
EXISTING PARKING LOT
EXISTING PARKING LOT
EQUIPMENT YARD
CHILLERS
ELEC
COMPRESSOR
ROOM
FIRE PUMP HOUSE
EXISTING
PARKING LOT
EXISTING
PARKING LOT
EXISTING
PARKING LOT
PARKING
SPOT A2
PARKING
SPOT A1
PARKING
SPOT A1
FY16
PDM
HANGAR
BOILER
ROOM
COMPRESSOR
ROOM
N
C
R
E
T
E
1400.00'
B
T
I O
N
T
A
C E
S
HANGAR SLAB
HANGAR SLAB
MECH
BLDG
X
FOD FOD
HANGAR
CG120
C O
N T
R A
C T
C
E S
S
A
R
I M
E T
A
D W
A Y
K
W
A R
T A
D
M
U E
T I N
G R
B
A R
U T
H
K
W
A R
T A
SCALE 1" = 200'
CONTRACTOR ACCESS AND PERIMETER ROADWAY
A1
N
0 200' 400'
NOTES: THIS SHEET ONLY
1. SEE GENERAL NOTES ON SHEET CG101.
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
L A
H O
M A
B U
R N
D
O N
N E
L L
W
A
R
K W
A Y
K A
N S
T
Y
US Army Corps of Engineers
Tulsa District
M A
R K
D E
S C
R I P
T I O
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I L
E
N
U M
B E
R
S I Z
E
S B
P L
A
L E
P L
T
E
C O
N T
R A
X
C O P Y R I G H T
R N S
M c D O N N E L L
E N G I N E E R I N G
C O M P A N Y
I N C
K C
O
B
P
I N
T E
N A
N C
E
H
A N
G A
R
O K
L A
H O
T
Y
O
K L A
H O
M A
T I N
K E
R
A
R
S
E
W W
YK
CG
0.D W
G
P D
C W
W Y
K
F Y
IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
B V
R
PROPERTY LIMITS
NO CONSTRUCTION WITHIN
THIS FENCED AREA
EXISTING AC
PARKING LOT
TAC
POND
EXISTING ASPHALT ROADWAY
BID OPTION CONSTRUCTION HAUL ROAD
BID OPTION
CONSTRUCTION
ACCESS BRIDGE
TINKER AFB
PERIMETER ROAD
(NIC).
GENERAL
MOTORS DRIVE
OG&E
NAVY RAMP
S
A
P
U
L E
V A
R D
ROMEO
RAMP
T A
X I W
TAXIWAY F
R U
N W
SE 59TH ST.
H E
R C
U L E
S
R
D
HERCULES RD.
D E
V A
V E
A L E
STORM WATER BASIN
(NIC)
ROAD 2 (NIC)
PERIMETER ROAD 1 (NIC)
PERIMETER ROAD 1 (NIC)
TAC (9001)
M U
N
IT
IO
N
S R
O A
D E
X T.
M U
N I T
I O
MUNITIONS RD.
PATROL RD.
INFRASTRUCTURE
APRON (NIC)
HANGAR
MECHANICAL
BUILDING
INFRASTRUCTURE
PARKING LOT
INFRASTRUCTURE
FUELING WORK
CONTRACT SCOPE LEGEND:
HANGAR & MECHANICAL BLDG
FACILITY CONTRACT SCOPE ITEM
HGR:
INFRASTRUCTURE CONTRACT SCOPE
ITEM NOT IN CONTRACT (NIC)
INFR:
EXTENDER DR.
CENTRAL PLANT DR.
PROPULSION DR.
MUNITIONS ROAD
FY16 PDM HANGAR PROJECT (NIC)
FY16 APRON (NIC)
C
G
C G
C
G
CG124 CG125 CG126
COE OFFICE
TRAILER COMPLEX
INFRASTRUCTURE CONTRACT
CONSTRUCTION HAUL ROAD
X
X
S
D x
S
D x
S
D x
S
D x
W
E
T
L
A
N
D
S
EXIS
TIN
G A
SPH
ALT D
R
IV
EW
AY
S
L
O
P
E
.9
MATCH EXISTING
STA. 0+50.00
N 146664.08
E 2145933.29
S
F
S F
S F
S F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S F
S F
S
F
S
F
S
F
S
F
S
F
S
F
L=314.16, R=200.00
CENTER
N 146528.48
E 2146133.29
=90.00
PT
N 146328.48
E 2146133.29
PI
N 146328.48
E 2145933.29
N 146714.08
E 2145933.29
PC
N 146528.48
E 2145933.29
MSE WALL
N 146276.97
E 2146214.74
GUARDRAIL
N 146304.48
E 2146150.45
N 146352.48
E 2146150.45
0+00
1+00
2+00
3+00
4+00
5+00
5+25
P V
I
S
T A
P V
I
E
L E
V
125.00' VC
B V
C S
B V
C E
E V
C S
E V
C E
PVI STA: 1+26.05
PVI ELEV: 1272.40
K: 38.09
PROPOSED
GRADE
EXISTING
GRADE
MATCH
EXISTING
DRIVE
24" SD
SF
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
L A
H O
M A
B U
R N
D
O N
N E
L L
W
A
R
K W
A Y
K A
N S
T
Y
US Army Corps of Engineers
Tulsa District
M A
R K
D E
S C
R I P
T I O
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I L
E
N
U M
B E
R
S I Z
E
S B
P L
A
L E
P L
T
E
C O
N T
R A
X
C O P Y R I G H T
R N S
M c D O N N E L L
E N G I N E E R I N G
C O M P A N Y
I N C
K C
O
B
P
I N
T E
N A
N C
E
H
A N
G A
R
O K
L A
H O
T
Y
O
K L A
H O
M A
T I N
K E
R
A
R
S
E
W W
YK
CG
1-
CG
6.D
W G
P D
C W
W Y
K
F Y
IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
B V
R
CG121
B
T
I O
N
C
O N
S T
R U
C T
I O
N
A
C C
E S
S
R
O A
D
K
W
A R
T A
D
M
U E
T I N
G R
B
A R
U T
H
K
W
A R
T A
SCALE 1"=20'_1
BID OPTION CONSTRUCTION ACCESS ROAD
C1
0 20' 40'
BID OPTION
24.00' WIDE CONTRACTOR
ASPHALT ACCESS
ROADWAY RAMP 3"
ASPHALT/4" BASE
COURSE/ 12" RAIL YARD
BALLAST ROCK, GENERAL
EMBANKMENT FILL
A1
0 20' 40'0 2' 4'
VERTICAL: HORIZONTAL
M
A
T
C
H
L
I
H
E
N
T
I
N
U
A
T
I
O
N
NOTES: THIS SHEET ONLY
1. SEE GENERAL NOTES ON SHEET CG101.
2. COVER SLOPE WITH GEOFABRIC AND 8" THICK RAILYARD
BALLAST ROCK. TYPICAL ALL 4 SIDES.
3. SEE KEY PLAN/MAP ON CG120.
BID OPTION CONSTRUCTION ACCESS
SD20 INSTALL NEW 24" RCP
WITH FLARED END SECTION.
SEE
NOTE 2
BID OPTION
ROADWAY
CENTERLINE
STRIPE
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I
MAINTAIN CONSTRUCTION ACCESS DRIVE
24.00' MIN. (3" BASE COURSE,12" BALLAST
ROCK) TO EXISTING BLDG.
EXISTING
24" SD RCP
WITH FES
BID OPTION
CONSTRUCTION ACCESS 24.00' (MIN)
TEMPORARY CONSTRUCTION
ACCESS ROAD (3" BASE ROCK, 18"
BALLAST ROCK) SEE SITE PLANS
UTILIZE UNTIL CONSTRUCTION
BRIDGE IS COMPLETE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
30.00' LONG
ARCH BRIDGE
Y
P
' (T
Y P
' (T
Y P
FENCE
GUARD RAIL (TYP)
S L O
P E
S L O
P E
S L O
P E
SHADED AREA
SEE NOTE 2.
S
L O
P
E
O
P
E
O
P
E
T
Y
P
G
U
A
Y
.7
S
F
S
F
S
F
S
F
S F
S
F
S F
S F
S
F
S F
S
F
S
F
S
F
S
F
L=157.99, R=200.00
CENTER
N 146528.48
E 2146387.22
=45.26
MSE WALL
N 146276.97
E 2146214.74
MSE WALL
N 146276.97
E 2146322.16
MSE WALL
N 146379.98
E 2146214.74
MSE WALL
N 146379.98
E 2146322.16
N 146352.48
E 2146386.45
N 146352.48
E 2146150.45
N 146304.48
E 2146386.45
PI
N 146328.48
E 2146470.59
INTERSECTION BID OPTION
HAUL ROAD
STA=6+34.93
PERIMETER ROAD, STA=29+75.46
N 146328.48
E 2146268.45
S L O
P E
B A
R
I M
E T
I N
F R
N
I C
5+25
6+00
7+00
8+00
9+00
9+75
125.00' VC
B V
C S
B V
C E
E V
C S
E V
C E
PVI STA: 6+34.93
PVI ELEV: 1296.73
K: 13.19
TAFB BASE NEW PERIMETER ROAD
INTERSECTION
HAUL ROAD, STA=6+34.93
PERIMETER ROAD, STA=29+75.46
ELEV. 1274.00
PROPOSED
GRADE
EXISTING
GRADE
CONSTRUCTION ACCESS BRIDGE
36.00' LONG BY 24.00' WIDE BY 14.00'
HIGH CLEAR AREA (SEE SHEET
CS511 FOR ADDITIONAL
INFORMATION)
P
R O
X I M
A T
E
STA=6+34.93
ELEV = 1295.240
INV. 1262.10±
INV. 1262.50±
INSTALL 24" CASING PIPE PER
OKC WATER DEPARTMENT
STANDARDS, LENGTH 125'.
RELOCATION OF 16" OKC
WATERLINE BY OTHERS TO
UTILIZE CASING PIPE.
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
L A
H O
M A
B U
R N
D
O N
N E
L L
W
A
R
K W
A Y
K A
N S
T
Y
US Army Corps of Engineers
Tulsa District
M A
R K
D E
S C
R I P
T I O
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I L
E
N
U M
B E
R
S I Z
E
S B
P L
A
L E
P L
T
E
C O
N T
R A
X
C O P Y R I G H T
R N S
M c D O N N E L L
E N G I N E E R I N G
C O M P A N Y
I N C
K C
O
B
P
I N
T E
N A
N C
E
H
A N
G A
R
O K
L A
H O
T
Y
O
K L A
H O
M A
T I N
K E
R
A
R
S
E
W W
YK
CG
1-
CG
6.D
W G
P D
C W
W Y
K
F Y
IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
B V
R
CG122
B
T
I O
N
C
O N
S T
R U
C T
I O
N
A
C C
E S
S
R
O A
D
K
W
A R
T A
D
M
U E
T I N
G R
B
A R
U T
H
K
W
A R
T A
SCALE 1:20
D1
0 20' 40'0 2' 4'
VERTICAL: HORIZONTAL
M
A
T
C
H
L
I
E
N
T
I
N
U
A
T
I
O
N
NOTES: THIS SHEET ONLY
1. SEE GENERAL NOTES ON SHEET CG101.
2. COVER SLOPE WITH GEOFABRIC AND 8" THICK
RAILYARD BALLAST ROCK. TYPICAL ALL FOUR 2:1 SIDE
SLOPES OF THE ROAD RAMPS TO THE BRIDGE.
3. CONTRACTOR SHALL PROVIDE DESIGN FOR ACCESS
BRIDGE AND MSE RETAINING WALL. DESIGN REQUIRES
STATE OF OKLAHOMA PROFESSIONAL ENGINEERING
SEAL. SEE SHEE CS511 FOR ADDITIONAL
INFORMATION.
4. SEE KEY PLAN/MAP ON CG120.
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
BID OPTION CONSTRUCTION ACCESS
24.00' CONTRACTOR ASPHALT
ACCESS ROADWAY RAMP
3" ASPHALT/4" GCA BASE COURSE/
12" RAIL YARD BALLAST ROCK,
GENERAL EMBANKMENT FILL
ROADWAY
CENTERLINE
STRIPE
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
R
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
L=157.98, R=200.00
CENTER
N 146481.98
E 2146904.27
=45.26
PC
N 146622.75
E 2146762.21
PI
N 146681.97
E 2146820.89
9+75
10+00
11+00
12+00
13+00
14+00
15+00
16+00
16+50
125.00' VC
B V
C S
B V
C E
E V
C S
E V
C E
PVI STA: 11+26.70
PVI ELEV: 1273.64
K: 26.38
PROPOSED
GRADE
EXISTING
GRADE
0.04%
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
L A
H O
M A
B U
R N
D
O N
N E
L L
W
A
R
K W
A Y
K A
N S
T
Y
US Army Corps of Engineers
Tulsa District
M A
R K
D E
S C
R I P
T I O
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I L
E
N
U M
B E
R
S I Z
E
S B
P L
A
L E
P L
T
E
C O
N T
R A
X
C O P Y R I G H T
R N S
M c D O N N E L L
E N G I N E E R I N G
C O M P A N Y
I N C
K C
O
B
P
I N
T E
N A
N C
E
H
A N
G A
R
O K
L A
H O
T
Y
O
K L A
H O
M A
T I N
K E
R
A
R
S
E
W W
YK
CG
1-
CG
6.D
W G
P D
C W
W Y
K
F Y
IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
B V
R
CG123
B
T
I O
N
C
O N
S T
R U
C T
I O
N
A
C C
E S
S
R
O A
D
K
W
A R
T A
D
M
U E
T I N
G R
B
A R
U T
H
K
W
A R
T A
C1
BID OPTION CONSTRUCTION ACCESS
24.00' CONTRACTOR ASPHALT
ACCESS ROADWAY RAMP
3" ASPHALT/4" GCA BASE COURSE/ 12"
RAIL YARD BALLAST ROCK/SELECT
FILL/NON-EXPANSIVE FILL
BID OPTION CONSTRUCTION ACCESS ROAD
A1
0 20' 40'0 2' 4'
VERTICAL: HORIZONTAL
M
A
T C
H
L I
E
E
T
C
G
F
N
T I N
U
A
T I O
N
NOTES: THIS SHEET ONLY
1. SEE GENERAL NOTES ON SHEET CG101.
M
A
T
C
H
L
I
E
N
T
I
N
U
A
T
I
ROADWAY
CENTERLINE
STRIPE
T E
M
P
O
R
A
N
T R
A
C
T
C
E
A
D
BID OPTION CONSTRUCTION ACCESS
MINIMUM 24.00' WIDE CONTRACTOR
ACCESS ROADWAY 3" GCA BASE
ROCK, 18" RAIL YARD BALLAST ROCK,
GENERAL EMBANKMENT FILL AS
NEEDED. CONTRACTOR MAY WIDEN
TO 30.00' AS NEEDED FOR
CONSTRUCTION TRAFFIC.
BID OPTION CONSTRUCTION ACCESS
MINIMUM 24.00' WIDE CONTRACTOR
ACCESS ROADWAY 3" GCA BASE
ROCK, 18" RAIL YARD BALLAST ROCK,
GENERAL EMBANKMENT FILL AS
NEEDED. CONTRACTOR MAY WIDEN
TO 30.00' AS NEEDED FOR
CONSTRUCTION TRAFFIC.
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I
17+00 18+00 19+00 20+00 21+00 22+00 23+00
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S D x
S D x
S D x x
S
D x
S
D x
S
D x
S
D x
SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SDMH-325
EXISTING RIM 1269.15
RAISE EXISTING MANHOLE
TO NEW GRADE. CONSTRUCT
4.00' X 4.00' X 12" CONCRETE COLLAR
16+50
17+00
18+00
19+00
20+00
21+00
22+00
23+00
23+50
0.04%0.04%
PROPOSED
GRADE
EXISTING
GRADE
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
L A
H O
M A
B U
R N
D
O N
N E
L L
W
A
R
K W
A Y
K A
N S
T
Y
US Army Corps of Engineers
Tulsa District
M A
R K
D E
S C
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N
SHEET
IDENTIFICATION
D A
T E
A P
P R
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I L
E
N
U M
B E
R
S I Z
E
S B
P L
A
L E
P L
T
E
C O
N T
R A
X
C O P Y R I G H T
R N S
M c D O N N E L L
E N G I N E E R I N G
C O M P A N Y
I N C
K C
O
B
P
I N
T E
N A
N C
E
H
A N
G A
R
O K
L A
H O
T
Y
O
K L A
H O
M A
T I N
K E
R
A
R
S
E
W W
YK
CG
1-
CG
6.D
W G
P D
C W
W Y
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F Y
IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
B V
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CG124
B
T
I O
N
C
O N
S T
R U
C T
I O
N
A
C C
E S
S
R
O A
D
K
W
A R
T A
D
M
U E
T I N
G R
B
A R
U T
H
K
W
A R
T A
C1
0 20' 40'0 2' 4'
VERTICAL:
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
NOTES: THIS SHEET ONLY
1. SEE GENERAL NOTES ON SHEET CG101.
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
HORIZONTAL
BID OPTION CONSTRUCTION ACCESS
MINIMUM 24.00' WIDE CONTRACTOR
ACCESS ROADWAY 3" GCA BASE
ROCK, 18" RAIL YARD BALLAST ROCK,
GENERAL EMBANKMENT FILL AS
NEEDED. CONTRACTOR MAY WIDEN
TO 30.00' AS NEEDED FOR
CONSTRUCTION TRAFFIC.
EXISTING
STORM DRAIN
PIPE
EXISTING 36"
STORM DRAIN
PIPE
EXISTING
STORM DRAIN
PIPE
EXISTING 48"
STORM DRAIN
PIPE
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I
24+00 25+00 26+00 27+00 28+00 29+00
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF
23+50
24+00
25+00
26+00
27+00
28+00
29+00
29+25
P V
I
S
T A
P V
I
E
L E
V
PROPOSED
GRADE
EXISTING
GRADE
0.04%
0.06%
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
L A
H O
M A
B U
R N
D
O N
N E
L L
W
A
R
K W
A Y
K A
N S
T
Y
US Army Corps of Engineers
Tulsa District
M A
R K
D E
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IDENTIFICATION
D A
T E
A P
P R
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I L
E
N
U M
B E
R
S I Z
E
S B
P L
A
L E
P L
T
E
C O
N T
R A
X
C O P Y R I G H T
R N S
M c D O N N E L L
E N G I N E E R I N G
C O M P A N Y
I N C
K C
O
B
P
I N
T E
N A
N C
E
H
A N
G A
R
O K
L A
H O
T
Y
O
K L A
H O
M A
T I N
K E
R
A
R
S
E
W W
YK
CG
1-
CG
6.D
W G
P D
C W
W Y
K
F Y
IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
B V
R
CG125
B
T
I O
N
C
O N
S T
R U
C T
I O
N
A
C C
E S
S
R
O A
D
K
W
A R
T A
D
M
U E
T I N
G R
B
A R
U T
H
K
W
A R
T A
C1
0 20' 40'0 2' 4'
VERTICAL:
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
NOTES: THIS SHEET ONLY
1. SEE GENERAL NOTES ON SHEET CG101.
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
HORIZONTAL
BID OPTION CONSTRUCTION ACCESS
MINIMUM 24.00' WIDE CONTRACTOR
ACCESS ROADWAY 3" GCA BASE ROCK,
18" RAIL YARD BALLAST ROCK, GENERAL
EMBANKMENT FILL AS NEEDED.
CONTRACTOR MAY WIDEN TO 30.00' AS
NEEDED FOR CONSTRUCTION TRAFFIC.
EXISTING MH
SD RIM = 1269.09
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I
30+00 31+00 32+00 33+00 34+00 35+00
D
S
F
S
F
SF SF SF SF SF SF SF SFSF SF SF
S
F
S
F
SF SF SF SF SF SF SF SF SF SF SF SF
INFRASTRUCTURE CONSTRUCTION ACCESS
IF BID OPTION IS AWARDED THIS SECTION
OF HAUL ROAD IS ONLY FOR SPECIFIC USE
OR WILL NOT BE CONSTRUCTED (NIC)
CONSTRUCTION ACCESS
ROAD STA. 31+94.52
INFRASTRUCTURE ACCESS
ROAD STA. 6+30.05
N 146681.96
E 2148698.20
6+30
29+25
30+00
31+00
32+00
33+00
34+00
35+00
35+50
0.06%
PROPOSED
GRADE
EXISTING
GRADE
0.06%
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
L A
H O
M A
B U
R N
D
O N
N E
L L
W
A
R
K W
A Y
K A
N S
T
Y
US Army Corps of Engineers
Tulsa District
M A
R K
D E
S C
R I P
T I O
N
SHEET
IDENTIFICATION
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T E
A P
P R
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I L
E
N
U M
B E
R
S I Z
E
S B
P L
A
L E
P L
T
E
C O
N T
R A
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C O P Y R I G H T
R N S
M c D O N N E L L
E N G I N E E R I N G
C O M P A N Y
I N C
K C
O
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I N
T E
N A
N C
E
H
A N
G A
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O K
L A
H O
T
Y
O
K L A
H O
M A
T I N
K E
R
A
R
S
E
W W
YK
CG
1-
CG
6.D
W G
P D
C W
W Y
K
F Y
IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
B V
R
CG126
B
T
I O
N
C
O N
S T
R U
C T
I O
N
A
C C
E S
S
R
O A
D
K
W
A R
T A
D
M
U E
T I N
G R
B
A R
U T
H
K
W
A R
T A
C1
0 20' 40'0 2' 4'
VERTICAL:
NOTES: THIS SHEET ONLY
1. SEE GENERAL NOTES ON SHEET CG101.
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
HORIZONTAL
INFRASTRUCTURE
CONSTRUCTION
ACCESS ROAD (NIC)
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
BID OPTION CONSTRUCTION ACCESS
MINIMUM 24.00' WIDE CONTRACTOR
ACCESS ROADWAY 3" GCA BASE ROCK,
18" RAIL YARD BALLAST ROCK, GENERAL
EMBANKMENT FILL AS NEEDED.
CONTRACTOR MAY WIDEN TO 30.00' AS
NEEDED FOR CONSTRUCTION TRAFFIC.
INFRASTRUCTURE
CONSTRUCTION
ACCESS ROAD
(NIC)
BID OPTION
CONSTRUCTION
ACCESS ROAD
(HGR)
BASE BID (INFR)
CONSTRUCTION
ACCESS ROAD
BID OPTION
CONSTRUCTION
ACCESS
MATCHLINE - SEE SHEET CG129 FOR CONTINUATION
CONTRACT SCOPE LEGEND:
HANGAR & MECHANICAL BLDG
FACILITY CONTRACT SCOPE ITEM
HGR:
INFRASTRUCTURE CONTRACT SCOPE
PLAN
SECTION 1
SECTION 2
TUBULAR SILT DIKE
PINS (TYP)
TUBULAR SILT DIKE
POINT B
(SEE NOTE 3)
POINT A
(SEE NOTE 3)
TUBULAR
SILT DIKE
PINS (TYP)
F L
O W
NOTES:
1. TUBULAR SILT DIKE SHALL CONSIST OF STRAW OR FIBERS ENCASED IN AN OUTSIDE OPEN WEAVE
CONTAINMENT FABRIC.
2. TUBULAR SILT DIKE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
3. POINT A SHALL BE HIGHER THAN POINT B TO ENSURE THAT WATER FLOWS OVER THE CHECKS AND NOT
AROUND THE ENDS.
EROSION
CONTROL
BLANKET
ANCHOR
ANCHOR
EROSION CONTROL BLANKET
EROSION
CONTROL
BLANKET
ISOMETRIC
SECTION
NOTE:
1. INSTALLATION OF EROSION CONTROL BLANKET SHALL BE IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
SILT FENCE
CULVERT INLET
NOTES:
1. THE HEIGHT OF THE SILT FENCE (IN FRONT OF THE CULVERT
OPENING) SHALL BE A MINIMUM OF 16 INCHES AND SHALL NOT
EXCEED 34 INCHES.
2. GEOTEXTILE FABRIC SHALL BE PER SECTION 31 05 19.
3. MAXIMUM SPACING OF STAKES SHALL BE 3 FEET.
4. THE PLACEMENT OF SILT FENCE SHALL BE APPROXIMATELY 6
FEET FROM THE CULVERT IN THE DIRECTION OF INCOMING FLOW,
CREATING A "HORSESHOE" SHAPE.
M
I N
B
N
G
X
STAPLE POSTS
STAPLE
SECTION A
SECTION B
PLAN
ELEVATION
STAPLE
SPACING
6" (MAX)SECTION A
SECTION B
FLOW
PROVIDE SUFFICIENT
LENGTH TO PREVENT
WATER FROM FLOWING
AROUND THE END OF
THE SILT FENCE
NOTE:
1. USE DRAINAGE DITCH INSTALLATION FOR LOW FLOW
CONDITIONS ONLY WHEN SPECIFIED ON EROSION
CONTROL PLAN.
SPACING
6'-0" (MAX)
FLOW
FLOW
VARIES
F
I
O
P
E
SEXISTING GROUND
(UNDISTURBED)
LIMITS OF CLEARING
PLAN
ELEVATION
VARIES
FLOW
S P
A C
I N
G
M
A X
T O
E
O
F
S
L O
P E
M
I N
4"
T R
E N
C H
BACKFILL AND
COMPACTED SOIL
GEOTEXTILE
SUPPORT MESH
3'-0" LONG POST (MIN)
P O
I V
I N
O
U N
D
M
I N
M
I N
M
A X
NOTE:
1. ALTERNATE PRE-ASSEMBLED SILT FENCE OPTIONS WILL BE
ALLOWED AS LONG AS SPECIFIED DIMENSIONS ARE SATISFIED.
FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION
PROCEDURES.
PROPER INSTALLATION METHOD:
EXCAVATE A TRENCH PERPENDICULAR TO THE DITCH FLOWLINE THAT IS AT LEAST
12" DEEP BY 6" WIDE. EXTEND THE TRENCH IN A STRAIGHT LINE ALONG THE ENTIRE
LENGTH OF THE PROPOSED DITCH CHECK. PLACE THE SOIL ON THE UPSTREAM
SIDE OF THE TRENCH FOR LATER USE. ROLL OUT A CONTINUOUS LENGTH OF SILT
FENCE FABRIC ON THE DOWNSTREAM SIDE OF THE TRENCH. PLACE THE EDGE OF
THE FABRIC IN THE TRENCH STARTING AT THE TOP UPSTREAM EDGE OF THE
TRENCH. LINE TWO SIDES OF THE TRENCH WITH THE FABRIC AS SHOWN ON DETAIL.
BACKFILL OVER THE FABRIC IN THE TRENCH WITH THE EXCAVATED SOIL AND
COMPACT. AFTER FILLING THE TRENCH, APPROXIMATELY 24" TO 36" OF SILT FENCE
FABRIC SHOULD REMAIN EXPOSED. LAY THE EXPOSED SILT FENCE ON THE
UPSTREAM SIDE OF THE TRENCH TO CLEAR AN AREA FOR DRIVING IN THE POSTS.
JUST DOWNSTREAM OF THE TRENCH, DRIVE POSTS INTO THE GROUND TO A DEPTH
OF AT LEAST 24". PLACE POSTS NO MORE THAN 4' APART. ATTACH THE SILT FENCE
TO THE ANCHORED POST WITH STAPLES, WIRE, ZIP TIES, OR NAILS.
INSPECTION AND MAINTENANCE:
SILT FENCE DITCH CHECKS SHOULD BE INSPECTED EVERY 7 DAYS AND WITHIN 24
HOURS OF A RAINFALL OF 1/2" OR MORE. THE FOLLOWING IS A LIST OF QUESTIONS
THAT SHOULD BE ADDRESSED DURING EACH INSPECTION:
DOES WATER FLOW AROUND THE DITCH CHECK?
DOES WATER FLOW UNDER THE DITCH CHECK?
DOES THE SILT FENCE SAG EXCESSIVELY?
HAS THE SILT FENCE TORN OR BECOME DETACHED FROM THE POSTS?
DOES SEDIMENT NEED TO BE REMOVED FROM BEHIND THE DITCH CHECK?
MATERIAL SPECIFICATION:
SILT FENCE FABRIC SHOULD CONFORM TO THE AASHTO M288 96 SILT FENCE SPECIFICATION AND SECTION 01 57 20.00 02. THE POSTS USED TO SUPPORT THE
SILT FENCE FABRIC SHOULD BE A HARDWOOD MATERIAL WITH THE FOLLOWING MINIMUM DIMENSIONS: 2" SQUARE (NOMINAL) BY 4' LONG. SILT FENCE FABRIC
SHOULD BE ATTACHED TO THE WOODEN POSTS WITH STAPLES, WIRE, ZIP TIES, OR NAILS.
PLACEMENT:
PLACE SILT FENCE IN DITCHES WHERE IT IS UNLIKELY THAT IT WILL BE OVERTOPPED. WATER SHOULD FLOW THROUGH A SILT FENCE DITCH CHECK, NOT OVER
IT. SILT FENCE DITCH CHECKS OFTEN FAIL WHEN OVERTOPPED. SILT FENCE DITCH CHECKS SHOULD BE PLACED PERPENDICULAR TO THE FLOWLINE OF THE
DITCH. THE SILT FENCE SHOULD EXTEND FAR ENOUGH SO THAT THE GROUND LEVEL AT THE ENDS OF THE FENCE IS HIGHER THAN THE TOP OF THE LOW POINT
OF THE FENCE. THIS PREVENTS WATER FROM FLOWING AROUND THE CHECK. SILT FENCE DITCH CHECKS SHOULD NOT BE PLACED IN DITCHES WHERE HIGH
FLOWS ARE EXPECTED. ROCK CHECKS SHOULD BE USED INSTEAD. SILT FENCE SHOULD BE PLACED IN DITCHES WITH SLOPES OF 6% OR LESS. FOR SLOPES
STEEPER THAN 6%, ROCK CHECKS SHOULD BE USED.
THE FOLLOWING TABLE PROVIDES CHECK SPACING FOR A GIVEN DITCH GRADE:
DITCH CHECK SPACING CHECK
DITCH GRADE SPACING
(%) (FEET)
0.5 200
1.0 200
2.0 100
3.0 65
4.0 50
5.0 40
6.0 30
LIST OF COMMON PLACEMENT/INSTALLATION MISTAKES TO AVOID:
WATER SHOULD FLOW THROUGH A SILT FENCE DITCH CHECK-NOT OVER IT. PLACE SILT FENCE IN DITCHES WHERE IT IS UNLIKELY THAT IT WILL BE
OVERTOPPED. SILT FENCE INSTALLATIONS QUICKLY DETERIORATE WHEN WATER OVERTOPS THEM. DO NOT PLACE SILT FENCE POSTS ON THE UPSTREAM
SIDE OF THE SILT FENCE FABRIC. IN THIS CONFIGURATION, THE FORCE OF THE WATER IS NOT RESTRICTED BY THE POSTS, BUT ONLY BY THE STAPLES (WIRE, ZIP TIES, NAILS, ETC.). THE SILT FENCE WILL RIP AND FAIL. DO NOT PLACE A SILT FENCE DITCH CHECK DIRECTLY IN FRONT OF A CULVERT OUTLET. IT WILL NOT
STAND UP TO THE CONCENTRATED FLOW. DO NOT PLACE SILT FENCE DITCH CHECKS IN DITCHES THAT WILL LIKELY EXPERIENCE HIGH FLOWS. THEY WILL NOT
STAND UP TO CONCENTRATED FLOW. FOLLOW PRESCRIBED DITCH CHECK SPACING GUIDELINES. IF SPACING GUIDELINES ARE EXCEEDED, EROSION WILL
OCCUR BETWEEN THE DITCH CHECKS. DO NOT ALLOW WATER TO FLOW AROUND THE DITCH CHECK. MAKE SURE THAT THE DITCH CHECK IS LONG ENOUGH SO
THAT THE GROUND LEVEL AT THE ENDS OF THE FENCE IS HIGHER THAN THE LOW POINT ON THE TOP OF THE FENCE. DO NOT PLACE SILT FENCE DITCH CHECKS
IN CHANNELS WITH SHALLOW SOILS UNDERLAIN BY ROCK. IF THE CHECK IS NOT ANCHORED SUFFICIENTLY, IT WILL WASH OUT.
MIN
SILT FENCE INSTALLATION AT DRAINAGE DITCH
A1
AT TOE OF SLOPE
SILT FENCE INSTALLATION
A4
CULVERT INLET PROTECTION DETAIL
A5
SILT FENCE INSTALLATION DETAILS
C1
EROSION CONTROL BLANKET DETAIL
D1
TUBULAR SILT DIKE DETAIL
D2
POST AND FABRIC INSTALLATION DETAIL
D5
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T U
L S
A
D
I S
T R
I C
T
T U
L S
L A
H O
M A
B U
R N
D
O N
N E
L L
W
A
R
K W
A Y
K A
N S
T
Y
US Army Corps of Engineers
Tulsa District
M A
R K
D E
S C
R I P
T I O
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I L
E
N
U M
B E
R
S I Z
E
S B
P L
A
L E
P L
T
E
C O
N T
R A
X
C O P Y R I G H T
R N S
M c D O N N E L L
E N G I N E E R I N G
C O M P A N Y
I N C
K C
O
B
P
I N
T E
N A
N C
E
H
A N
G A
R
O K
L A
H O
T
Y
O
K L A
H O
M A
T I N
K E
R
A
R
S
E
W W
YK
CG
1-
CG
2.D
W G
P D
C W
W Y
K
F Y
IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
B V
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CG501
E R
O S
I O
N
C
O N
T R
O L
D
E T
A I
F
K
W
A R
T A
D
M
U E
T I N
G R
B
A R
U T
H
K
W
A R
T A
FLOW
2" x 4" CENTERED IN DRAIN TILE
(TO PREVENT DRAIN TILE FROM ENTERING INLET)
CURB INLET
CAP AT EACH END (2 TYP)
NOTE:
1. PLACE 4" PERFORATED PVC PIPE,
FILLED WITH 1/2"-1" DIA. GRAVEL, IN
FRONT OF CURB INLET AS SHOWN.
2X4 LENGTH INLET TYPE INLET OPENING
5' - 6' 1-A 5' - 0"
10' - 6' 1-A 10' - 0"
15' - 6' 1-A 15' - 0"
CAP AT
EACH END
(2 TYP)
COARSE GRAVEL
INSIDE DRAIN TILE
2" x 4" CENTERED
IN DRAIN TILE
(LENGTH VARIES -
SEE TABLE)
FLOW
BACK OF CURB
RUNOFF
PONDING HEIGHT
M
I N
WOOD POST
36" HIGH MAX.
FILTER FABRIC ATTACH
SECURELY TO UPSTREAM
SIDE OF POST
4" X 6" TRENCH WITH
COMPACTED BACKFILL
MATERIAL SPECIFICATION:
SILT FENCE FABRIC SHOULD CONFORM TO THE AASHTO M288 96 SILT FENCE
SPECIFICATION AND SECTION 01 57 20.00 02. THE POSTS USED TO SUPPORT THE
SILT FENCE FABRIC SHOULD BE A HARDWOOD MATERIAL WITH THE FOLLOWING
MINIMUM DIMENSIONS: 2" SQUARE (NOMINAL) BY 4' LONG. SILT FENCE FABRIC
SHOULD BE ATTACHED TO THE WOODEN POSTS WITH STAPLES, WIRE, ZIP TIES, OR
NAILS.
PLACEMENT:
A SLOPE BARRIER SHOULD BE USED AT THE TOE OF A SLOPE WHEN A DITCH DOES
NOT EXIST. THE SLOPE BARRIER SHOULD BE PLACED ON NEARLY LEVEL GROUND 5'
TO 10' AWAY FROM THE TOE OF A SLOPE. THE BARRIER IS PLACED AWAY FROM THE
TOE OF THE SLOPE TO PROVIDE ADEQUATE STORAGE FOR SETTLING OUT
SEDIMENT. WHEN PRACTICABLE, SILT FENCE SLOPE BARRIERS SHOULD BE PLACED
ALONG CONTOURS TO AVOID A CONCENTRATION OF FLOW. SILT FENCE SLOPE
BARRIERS CAN ALSO BE PLACED ALONG RIGHT-OF-WAY FENCE LINES TO KEEP
SEDIMENT FROM CROSSING ONTO ADJACENT PROPERTY. WHEN PLACED IN THIS
MANNER, THE SLOPE BARRIER WILL NOT LIKELY FOLLOW CONTOURS.
PROPER INSTALLATION METHOD:
EXCAVATE A TRENCH THE LENGTH OF THE PLANNED SLOPE BARRIER THAT IS 6"
DEEP BY 4" WIDE. MAKE SURE THAT THE TRENCH IS EXCAVATED ALONG A SINGLE
CONTOUR. WHEN PRACTICABLE, SLOPE BARRIERS SHOULD BE PLACED ALONG
CONTOURS TO AVOID A CONCENTRATION OF FLOW. PLACE THE SOIL ON THE
UPSLOPE SIDE OF THE TRENCH FOR LATER USE. ROLL OUT A CONTINUOUS LENGTH
OF SILT FENCE FABRIC ON THE DOWNSLOPE SIDE OF THE TRENCH. PLACE THE
EDGE OF THE FABRIC IN THE TRENCH STARTING AT THE TOP UPSLOPE EDGE. LINE
ALL THREE SIDES OF THE TRENCH WITH THE FABRIC. BACKFILL OVER THE FABRIC IN
THE TRENCH WITH THE EXCAVATED SOIL AND COMPACT. AFTER FILLING THE
TRENCH, APPROXIMATELY 24" TO 36" OF SILT-FENCE FABRIC SHOULD REMAIN
EXPOSED. LAY THE EXPOSED SILT FENCE UPSLOPE OF THE TRENCH TO CLEAR AN
AREA FOR DRIVING IN THE POSTS. JUST DOWNSLOPE OF THE TRENCH, DRIVE POSTS
INTO THE GROUND TO A DEPTH OF AT LEAST 18". PLACE POSTS NO MORE THAN 4'
APART. ATTACH THE SILT FENCE TO THE ANCHORED POST WITH STAPLES, WIRE, ZIP
TIES, OR NAILS.
LIST OF COMMON PLACEMENT/INSTALLATION MISTAKES TO AVOID:
WHEN PRACTICABLE, DO NOT PLACE SILT FENCE SLOPE BARRIERS ACROSS
CONTOURS. SLOPE BARRIERS SHOULD BE PLACED ALONG CONTOURS TO AVOID A
CONCENTRATION OF FLOW. WHEN THE FLOW CONCENTRATES, IT OVERTOPS THE
BARRIER AND THE SILT FENCE SLOPE BARRIER QUICKLY DETERIORATES. DO NOT
PLACE SILT-FENCE POSTS ON THE UPSLOPE SIDE OF THE SILT FENCE FABRIC. IN
THIS CONFIGURATION, THE FORCE OF THE WATER IS NOT RESTRICTED BY THE
POSTS, BUT ONLY BY THE STAPLES (WIRE, ZIP TIES, NAILS, ETC.). THE SILT FENCE
WILL RIP AND FAIL. DO NOT PLACE SILT FENCE SLOPE BARRIERS IN AREAS WITH
SHALLOW SOILS UNDERLAIN BY ROCK. IF THE BARRIER IS NOT SUFFICIENTLY
ANCHORED, IT WILL WASH OUT. SILT FENCE SLOPE BARRIERS MUST BE DUG INTO
THE GROUND-SILT FENCE AT GROUND LEVEL DOES NOT WORK BECAUSE WATER
WILL FLOW UNDERNEATH.
INSPECTION AND MAINTENANCE:
SILT FENCE SLOPE BARRIERS SHOULD BE INSPECTED EVERY 7 DAYS AND WITHIN 24
HOURS OF A RAINFALL OF 1/2" OR MORE. THE FOLLOWING IS A LIST OF QUESTIONS
THAT SHOULD BE ADDRESSED DURING EACH INSPECTION:
ARE THERE ANY POINTS ALONG THE SLOPE BARRIER WHERE WATER IN
CONCENTRATING?
DOES WATER FLOW UNDER THE SLOPE BARRIER?
DO THE SILT FENCES SAG EXCESSIVELY?
HAS THE SILT FENCE TORN OR BECOME DETACHED FROM THE POSTS?
DOES SEDIMENT NEED TO BE REMOVED FROM BEHIND THE SLOPE BARRIER?
MATERIAL SPECIFICATION:
SILT FENCE FABRIC SHOULD CONFORM TO THE AASHTO M288 96 SILT FENCE SPECIFICATION AND
SECTION 01 57 20.00 02. THE WIRE OR POLYMERIC MESH BACKING USED TO HELP SUPPORT THE
SILT FENCE FABRIC SHOULD CONFORM TO THE AASHTO M288 96 SILT FENCE SPECIFICATION. THE
POSTS USED TO SUPPORT THE SILT FENCE FABRIC SHOULD BE A HARDWOOD MATERIAL WITH
THE FOLLOWING MINIMUM DIMENSIONS: 2" SQUARE (NOMINAL) BY 4' LONG. THE MATERIAL USED
TO FRAME THE TOPS OF THE POSTS SHOULD BE 1" BY 4" BOARDS. SILT FENCE FABRIC AND
SUPPORT BACKING SHOULD BE ATTACHED TO THE WOODEN POSTS AND FRAME WITH STAPLES,
WIRE, ZIP TIES, OR NAILS.
PLACEMENT:
PLACE A SILT FENCE DROP INLET BARRIER IN A LOCATION WHERE IT IS UNLIKELY TO BE
OVERTOPPED. WATER SHOULD FLOW THROUGH SILT FENCE, NOT OVER IT. SILT FENCE BARRIERS
FOR AREA INLETS OFTEN FAIL WHEN REPEATEDLY OVERTOPPED. WHEN USED AS A BARRIER
FOR AREA INLETS, SILT FENCE FABRIC AND POSTS MUST BE SUPPORTED AT THE TOP BY A
WOODEN FRAME. WHEN A SILT FENCE BARRIER FOR AREA INLETS IS LOCATED NEAR AN INLET
THAT HAS STEEP APPROACH SLOPES, THE STORAGE CAPACITY BEHIND THE BARRIER IS
DRASTICALLY REDUCED. TIMELY REMOVAL OF SEDIMENT MUST OCCUR FOR A BARRIER TO
OPERATE PROPERLY IN THIS LOCATION.
PROPER INSTALLATION METHOD:
EXCAVATE A TRENCH AROUND THE PERIMETER OF THE AREA INLET THAT IS AT LEAST 8" DEEP BY
8" WIDE. DRIVE POSTS TO A DEPTH OF AT LEAST 18" AROUND THE PERIMETER OF THE AREA
INLET. THE DISTANCE BETWEEN POSTS SHOULD BE 4' OR LESS. IF THE DISTANCE BETWEEN TWO
ADJACENT CORNER POSTS IS MORE THAN 4', ADD ANOTHER POST(S) BETWEEN THEM. CONNECT
THE TOPS OF ALL THE POSTS WITH A WOODEN FRAME MADE OF 1" BY 4" BOARDS. USE NAILS OR
SCREWS FOR FASTENING. ATTACH THE WIRE OR POLYMERIC-MESH BACKING TO THE OUTSIDE OF
THE POST/FRAME STRUCTURE WITH STAPLES, WIRE, ZIP TIES, OR NAILS. ROLL OUT A
CONTINUOUS LENGTH OF SILT FENCE FABRIC LONG ENOUGH TO WRAP AROUND THE PERIMETER
OF THE AREA INLET. ADD MORE LENGTH FOR OVERLAPPING THE FABRIC JOINT. PLACE THE EDGE
OF THE FABRIC IN THE TRENCH, STARTING AT THE OUTSIDE EDGE OF THE TRENCH. LINE ALL
THREE SIDES OF THE TRENCH WITH THE FABRIC. BACKFILL OVER THE FABRIC IN THE TRENCH
WITH THE EXCAVATED SOIL AND COMPACT. AFTER FILLING THE TRENCH, APPROXIMATELY 24" TO
36" OF SILT FENCE FABRIC SHOULD REMAIN EXPOSED. ATTACH THE SILT FENCE TO THE OUTSIDE
OF THE POST/FRAME STRUCTURE WITH STAPLES, WIRE, ZIP TIES, OR NAILS.THE JOINT SHOULD
BE OVERLAPPED TO THE NEXT POST.
NOTE: WHEN A SILT FENCE BARRIER FOR AREA INLET IS PLACED IN A SHALLOW MEDIAN DITCH, MAKE SURE THAT THE TOP OF THE BARRIER IS NOT HIGHER THAN THE PAVED ROAD. IN THIS
CONFIGURATION, WATER MAY SPREAD ONTO THE ROADWAY CAUSING A HAZARDOUS
CONDITION.
LIST OF COMMON PLACEMENT/INSTALLATION MISTAKES TO AVOID:
WATER SHOULD FLOW THROUGH A SILT FENCE BARRIER FOR AREA INLET-NOT OVER IT. PLACE A
SILT FENCE BARRIER FOR AREA INLET IN A LOCATION WHERE IT IS UNLIKELY TO BE OVERTOPPED.
SILT FENCE BARRIER FOR AREA INLETS OFTEN FAIL WHEN REPEATEDLY OVERTOPPED. DO NOT
PLACE POSTS ON THE OUTSIDE OF THE SILT FENCE BARRIER FOR AREA INLET. IN THIS
CONFIGURATION, THE FORCE OF THE WATER IS NOT RESISTED BY THE POSTS, BUT ONLY BY THE
STAPLES (WIRE, ZIP TIES, NAILS, ETC.). THE SILT FENCE WILL RIP AND FAIL. DO NOT INSTALL SILT
FENCE BARRIER FOR AREA INLETS WITHOUT FRAMING THE TOP OF THE POSTS. THE CORNER
POSTS AROUND AREA INLETS ARE STRESSED IN TWO DIRECTIONS WHEREAS A NORMAL SILT
FENCE IS ONLY STRESSED IN ONE DIRECTION. THIS ADDED STRESS REQUIRES MORE SUPPORT.
INSPECTION AND MAINTENANCE:
SILT FENCE BARRIER FOR AREA INLETS SHOULD BE INSPECTED EVERY 7 DAYS AND WITHIN 24
HOURS OF A RAINFALL OF 1/2" OR MORE.THE FOLLOWING IS A LIST OF QUESTIONS THAT SHOULD
BE ADDRESSED DURING EACH INSPECTION:
DOES WATER FLOW UNDER THE SILT FENCE?
DOES THE SILT FENCE SAG EXCESSIVELY?
HAS THE SILT FENCE TORN OR BECOME DETACHED FROM THE POSTS?
DOES SEDIMENT NEED TO BE REMOVED FROM BEHIND THE AREA INLET BARRIER?
AREA
INLET
8"
BACKFILL
FILTER FABRIC
1" X 4" CROSS BRACE
WOODEN POSTS
AREA INLET WITH GRATE
M
I N
8"
BURIED
FILTER
FABRIC
RUNOFF WATER
WITH SEDIMENT
BACKFILL WITH
SOIL OR GRAVEL
FILTER FABRIC
CHICKEN WIRE BACKING
STAKES
1" X 4" CROSS BRACE
FILTERED WATER
B
O
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E
S
SILT FENCE
A1
INLET PROTECTION
A3
CURB INLET PROTECTION
D1
INLET PROTECTION SHALL CONSIST OF FILTER
SOCK LAID ON TOP OF THE GRATED INLET TO
SUFFICIENTLY COVER THE OPEN AREAS OF THE
INLET. SEE DETAIL D2 ON SHEET CG501 FOR
FILTER SOCK REQUIREMENTS.
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OVERALL UTILITY LAYOUT PLAN
A1
N
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KEY PLAN
GENERAL NOTES:
1. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING
CONNECTIONS WITH INFRASTRUCTURE CONTRACTOR AND THE
INFORMATION PROVIDED ON MECHANICAL AND ELECTRICAL SHEETS FOR
EACH FACILITY.
3. CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER AND ALL
ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE
LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK.
4. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY SHUTDOWNS FOR
UTILITY CONNECTIONS WITH THE CONTRACTING OFFICER. A WRITTEN
REQUEST SHALL BE SUBMITTED TO THE BASE CIVIL ENGINEER A MINIMUM
OF 21 CALENDAR DAYS PRIOR TO ANY SCHEDULED UTILITY OUTAGE.
5. CONNECTION TO WATER, SEWER, AND STORM MAINS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH ALL REQUIREMENTS OF ASSOCIATED
UTILITY COMPANIES, GOVERNMENT AGENCIES AND CONTRACT
DOCUMENTS.
6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING ALL
UTILITY CONNECTION FEES AND OBTAINING ALL PERMITS REQUIRED FOR
THE UTILITY CONSTRUCTION AND CONNECTIONS. THIS INCLUDES ALL FEES
ASSOCIATED WITH CONNECTION CHARGES AND METERS.
7. SEE DETAIL A5 ON SHEET CU502 FOR TYPICAL PIPE TRENCH DETAIL.
8. IN AREAS SHOWN ON PLANS WITH PROPOSED GRADING, MINIMUM BURY
DEPTH FOR UTILITIES SHALL BE BELOW PROPOSED GRADE. IN AREAS
SHOWN ON PLANS WITH NO PROPOSED GRADE CHANGES, MINIMUM BURY
DEPTH SHALL BE BELOW EXISTING GRADE. THE MINIMUM DEPTH OF COVER
FOR UTILITIES SHALL BE AS FOLLOWS UNLESS INDICATED OTHERWISE:
a. FIREWATER AND WATER: 42-INCHES
b. ELECTRICAL AND COMMUNICATION: 24-INCHES
c. NATURAL GAS: 60-INCHES
d. STORM DRAIN: 18-INCHES
e. SANITARY: 24-INCHES
f. INDUSTRIAL WASTE: 24-INCHES
9. ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING AND
INSPECTION METHODS DETAILED IN THE SPECIFICATIONS, WHICH INCLUDES
VIDEO CAMERA INSPECTION OF ALL UTILITY LINES.
10. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY
CONTRACTING OFFICER AND ENGINEER.
11.CONTRACTOR SHALL CAP ALL PROPOSED UTILITY LINES FOR FUTURE
CONNECTION IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS FOR THE SPECIFIC PIPE MATERIAL.
12.SEE SPECIFICATION SECTION 01 50 02.00 10 FOR UTILITY RATE AND
CONTACT INFORMATION.
13.FOR ELECTRICAL AND COMMUNICATION LINES SEE ELECTRICAL AND
COMMUNICATION SHEETS.
14.COORDINATE SEQUENCE OF UTILITY INSTALLATION WITH THE
INFRASTRUCTURE CONTRACTOR. COORDINATE CONNECTION POINTS AND
ELEVATIONS WITH THE CONTRACTING OFFICER AND INFRASTRUCTURE
CONTRACTOR. HANGAR AND MECHANICAL BUILDING CONTRACTOR IS
RESPONSIBLE FOR FINAL CONNECTIONS.
15. ALL FIRE HYDRANTS LOCATED WITHIN THE AIRFIELD SECURITY FENCE
SHALL BE LOW-PROFILE TYPE. SEE DETAIL B5 SHEET CU500.
16. ALL SITE/ ROADWAY/ VEHICULAR PAVEMENT STORM DRAIN PIPING SHALL BE
CLASS III REINFORCED CONCRETE PIPE UNLESS INDICATED OTHERWISE.
ALL AIRFIELD STORM DRAIN PIPING SHALL BE CLASS IV REINFORCED
CONCRETE PIPE UNLESS INDICATED OTHERWISE. ALL ROOF DRAIN PIPES
12-INCHES AND SMALLER SHALL BE CORRUGATED HDPE AND/OR PVC PER
THE DRAWING DETAILS.
WATER UTILITY NOTES:
1. THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED AT ALL TEES,
BENDS, OR ELBOWS OF PRESSURIZED PIPING IN ACCORDANCE WITH THE
DRAWINGS, SPECIFICATIONS, AND MANUFACTURER'S RECOMMENDATIONS.
SEE DETAIL A3 ON SHEET CU500 FOR TYPICAL THRUST BLOCK DETAIL.
2. WATER LINES SHALL BE INSTALLED A MINIMUM OF 3-FEET BEHIND THE EDGE
OF PAVEMENT OR FACE OF CURB UNLESS INDICATED OTHERWISE. SEE
SPECIFICATIONS FOR ADDITIONAL CLEARANCE REQUIREMENTS FOR WATER
PIPING.
3. FIRE HYDRANTS SHALL BE INSTALLED A MINIMUM OF 3-FEET AND A
MAXIMUM OF 7-FEET FROM EDGE OF PAVEMENT OR BACK OF CURB AND A
MINIMUM OF 1-FOOT FROM THE EDGE OF SIDEWALK UNLESS INDICATED
OTHERWISE. A RADIUS OF 3-FEET AROUND HYDRANTS SHALL BE KEPT
CLEAR FOR FIRE DEPARTMENT ACCESS. AREA BETWEEN CURB AND
HYDRANTS SHALL BE KEPT CLEAR OF OBSTRUCTIONS.
4. CONTRACTOR SHALL COORDINATE THE INSTALLATION, TESTING, AND
INSPECTION OF ALL DOMESTIC WATER AND FIRE WATER SYSTEMS WITH
THE ASSOCIATED UTILITY COMPANIES AND AGENCIES. SEE SPECIFICATIONS
FOR ADDITIONAL REQUIREMENTS ON WATER UTILITY TESTING AND
INSPECTION.
5. WATER METER ASSEMBLY SHALL CONFORM TO TINKER AFB STANDARDS.
SEE MECHANICAL SHEETS AND SPECIFICATIONS. ALL METERS SHALL BE
COMPATIBLE WITH EXISTING MV90 SYSTEM.
6. CONTRACTOR SHALL COORDINATE WITH TINKER AFB CE OFFICE AND
CONTRACTING OFFICER A MINIMUM OF 21 DAYS PRIOR TO UTILITY WORK.
UTILITY SIZE/LOCATION SHOWN ON PLANS FOR EXISTING TINKER AFB
INFRASTRUCTURE PROJECTS MAY VARY IN SIZE AND/OR LOCATION.
SANITARY UTILITY NOTES:
1. ALL EXTERIOR SANITARY SEWER BUILDING CONNECTIONS ARE TO BE MADE
USING 8-INCH LINES UNLESS INDICATED OTHERWISE.
2. ALL SANITARY LINES ARE TO BE LAID AT A UNIFORM SLOPE FROM THE
BUILDING CONNECTIONS TO THE CONNECTING SEWER AND BETWEEN
UTILITY STRUCTURES, SEE PROFILES.
3. SEWER LINES SHALL BE INSTALLED A MINIMUM OF 10-FEET HORIZONTALLY
FROM ADJACENT WATER LINES UNLESS INDICATED OTHERWISE. SEE
SPECIFICATIONS AND DETAILS FOR ADDITIONAL CLEARANCE
REQUIREMENTS FOR SANITARY PIPING.
4. SEWER LINES SHALL BE INSTALLED BELOW WATER LINES WITH A MINIMUM
VERTICAL SEPARATION OF 24-INCHES UNLESS INDICATED OTHERWISE. SEE
DETAIL E3 ON SHEET CU502 FOR SANITARY SEWER ENCASEMENT DETAIL
WHERE SANITARY SEWER WILL BE INSTALLED ABOVE WATER LINES.
5. IF MANHOLES ARE INDICATED ON SANITARY LINES, A 2-INCH DROP IN
ELEVATION BETWEEN THE INCOMING AND OUTGOING SEWER SHALL BE
PROVIDED IN EACH MANHOLE UNLESS INDICATED OTHERWISE. INVERT
FLOW CHANNELS SHALL BE CONSTRUCTED TO PROVIDE SMOOTH AND
UNIFORM SLOPE WITH GRADUAL TRANSITION SECTIONS.
UTILITY STRUCTURE NOTES:
1. ALL LANDSIDE UTILITY STRUCTURES ARE TO BE H-20 RATED. ALL AIRSIDE
UTILITY STRUCTURES ARE TO BE AIRCRAFT RATED FOR THE FOLLOWING
TRAFFIC LOADS:
a. NOSE GEAR - 77,000 POUNDS, 187 PSI TIRE PRESSURE, H37X14-15 24PR
TIRE SIZE.
b. MAIN GEAR - 191,000 POUNDS, 200 PSI TIRE PRESSURE, H46X18-20 32PR
TIRE SIZE.
c. CONTRACTOR SHALL SUBMIT STRUCTURAL DRAWINGS, DESIGN
CALCULATIONS, AND WATERPROOFING METHOD FOR ALL PRE-CAST OR
PRE-FABRICATED STRUCTURES, DESIGNED AND SEALED BY A
PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF OKLAHOMA
FOR APPROVAL.
2. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS, RIM ELEVATION SHALL BE
FLUSH WITH FINAL GRADE. IF A MANHOLE IS LOCATED OUTSIDE OF
PAVEMENT AREAS, RIM ELEVATION SHALL BE 6-INCHES ABOVE ADJACENT
FINISH GRADE AND SITE SOILS MOUNDED UP TO THE RIM.
3. COVERS AND CASTINGS OF MANHOLES AND STRUCTURES SHALL BE
STAMPED PER THE APPROPRIATE UTILITY TYPE OR PER THE LOCAL
STANDARDS, AND SHALL BE STAMPED PER THE ORIGIN OF MANUFACTURE.
4. PIPE MAY EXTEND 2-INCHES MAXIMUM BEYOND INTERIOR MANHOLE WALL.
UTILITY PROFILE NOTES:
1. CONSTRUCT UTILITY LINES IN ACCORDANCE WITH THE SPECIFICATIONS AND
PRESSURE TEST TO ASSURE WATER TIGHTNESS OF JOINTS PRIOR TO
BACKFILLING.
2. DEPTH ELEVATIONS SHOWN ON EXISTING UTILITY LINES ARE FROM
TOPOGRAPHIC SURVEY AND BASE CE OFFICE RECORDS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING STRUCTURES,
UTILITIES, AND SURVEY INFORMATION, AND TO TAKE NECESSARY
PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR
SHALL VERIFY EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES,
INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES, PRIOR TO
BEGINNING WORK. CONTRACTOR SHALL CONTACT THE CONTRACTING
OFFICER AND ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO
IDENTIFY THE LOCATION OF UTILITIES.
3. SEE DRAWINGS CU600 AND CU601 FOR UTILITY STRUCTURES TABLE.
BYPASS PUMPING NOTES (IF NEEDED BASED ON CONTRACTORS
SCHEDULE/ACTIVITIES):
BYPASS PUMPING PLAN: THE CONTRACTOR SHALL PREPARE BYPASS PUMPING
PLANS FOR WORK PERFORMED ON TINKER AFB SANITARY OR INDUSTRIAL
WASTE SYSTEMS IF IMPACTING EXISTING SEWER FLOWS. THE BYPASS
PUMPING PLANS SHALL DESCRIBE IN DETAIL THE FOLLOWING MINIMUM
REQUIREMENTS FOR THE PROJECT.
A. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
WASTEWATER FLOWS 24 HOURS PER DAY AT ALL TIMES. THE BYPASS
PUMPING PLANS SHALL IDENTIFY AND DESCRIBE ALL EQUIPMENT AND
METHODOLOGIES THAT WILL BE USED TO IMPLEMENT THE PLAN TO THE
SATISFACTION OF THE GOVERNMENT.
B. THE CONTRACTOR SHALL PROVIDE PUMPING EQUIPMENT…
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