Att12_150185_Drawings.pdf
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- Solicitation number
- FA813726R0027
About this file
This document consists of construction drawings for a federal repair project at Tinker Air Force Base, Oklahoma, specifically addressing roadway and parking area repairs at the munitions area. The project, designated WWYK150185, is a 35% design prepared by the Air Force Materiel Command's 72nd Air Base Wing Civil Engineer Directorate, with a design date of 07 April 2026.
The project encompasses three distinct work areas involving demolition and reconstruction of driveways and parking lots. Area #1 (Building B41808, 26,458 square feet) and Area #2 (Building B34804, 27,426 square feet) require new 6-inch asphalt pavement profiles with 2-inch wearing course overlays following demolition and surface milling. Area #3 (Building B41508, 11,934 square feet for the POV lot and related driveway) requires removal of loose aggregate, cleaning of existing asphalt surfaces, and installation of eight new parking spaces with painted markings and parking stop bars. All work includes application of seal coats over areas not receiving new asphalt. Construction materials and methods must conform to Oklahoma Department of Transportation standard specifications for highway construction, including lime-modified subgrade compacted to 98% Modified Proctor density with minimum CBR values greater than 8. The specifications also detail temporary silt fence installation per ODOT standards and 6-inch perforated underdrain placement with geotextile membrane in Area #1 to address documented water drainage issues. Construction fencing, barricade installation, and site protection from unauthorized personnel access are contractor responsibilities, as is repair of any damage to existing grounds or facilities resulting from construction operations.
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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".
WWYK150185
REPAIR ROADWAYS,
PARKING AT MUNITIONS AREA
KEY PLAN:
GENERAL NOTES:
DISCIPLINE
1 G-101 GENERAL NOTES & VICINITY MAP
SHT.SEQ. SHEET TITLE
OF
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SHEET
SHEET NUMBER
SH
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
35%
DESIGN
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GE
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M
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01 08
B34804
(7451 SQ FT)
B41508, POV LOT
(11934 SQ FT)
LEGEND
NEW GOVERNMENT PARKING AREA
CONTRACTOR HAUL ROUTE
3 CD-102
7 C-103 AREA #1 B41808- DRIVEWAY AND PARKING LAYOUT - NEW
AREA # 2 B34804 - DRIVEWAY AND PARKING LAYOUT - DEMOLITION
B41808
(26458 SQ FT)
AIR FIELD
FENCE
GATE
B3804
(27426 SQ FT)
B3812
(11323 SQ FT)
/06 /24
RE
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CD-101 AREA #3 B41508 - DRIVEWAY AND PARKING LAYOUT - DEMOLITION
CD-103
C-101 AREA #3 B41508 - DRIVEWAY AND PARKING LAYOUT - NEW
C-102
AREA #1 B41808- DRIVEWAY AND PARKING LAYOUT - DEMOLITION
AREA #2 B34804 - DRIVEWAY AND PARKING LAYOUT - NEW
AREA #1
AREA #2
AREA #3
8 C-201 DETAILS
Elm C reek
Elm Creek
R U
N W
AY
8/
RUNWAY 13/31
TA
XI
W
AY
G
TAXIW
AY H
TAXIWAY B
TAXIWAY C
TAXIWAY M
TA
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W
AY
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TAXIWAY E
TAXIWAY A
TA
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E
TAXIWAY F
TAXIWAY D
TAXIWAY E
TAXIWAY J
TA
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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
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15930
15908
15904
15904
15908
15908
15904
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62514
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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.
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
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HA
UL
R
OU
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FUTURE
TRUCK GATE
FUTURE
HAUL ROUTE
OF
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SHEET
SHEET NUMBER
SH
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
GENERAL NOTES
1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS
FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS FOR ACCURACY.
2. COORDINATE WITH USER FOR THIS REPLACEMENT.
CD-101
AREA #3 B41508 - DRIVEWAY AND PARKING - DEMOLITION
SCALE: 1/32" = 1'-0"
35%
DESIGN
W W
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AREA #3
AP
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KEYED NOTES
POV PARKING LOT: REMOVE ALL LOOSE AGGREGATE AND GRAVEL OF THE
BASE MATERIAL THAT ARE EXPOSED AT THE SOUTH END OF THE PARKING
LOT. EXISTING ASPHALT PAVEMENT TO REMAIN IN PLACE AND MUST BE
PROTECTED.
CLEAN EXISTING ASPHALT ROADWAY SURFACE OF LOOSE GRAVEL.
REMOVE ALL (8) PARKING STOP BARS AND REPLACE AFTER PAVING THE
PARKING LOT. STRIP ALL PARKING SPACES.
DEMO AREA FOR NEW 6" PAVEMENT PROFILE, REF. 4/C-201. M
MILL THE SURFACE ONLY ABOUT 30FT OF THE DRIVEWAY PAVEMENT FROM
MUNITIONS ROAD.
2 4
100'
15'
AREA #3
30'
35'-0"±
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1 2 3 4 5
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1 2 3 4 5
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B
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SHEET
SHEET NUMBER
SH
EE
T
TI
TL
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
CD-102
AREA #2 B34804 - DRIVEWAY AND PARKING - DEMOLITION
SCALE: 1/64" = 1'-0"
35%
DESIGN
W W
YK
RE
PA
IR
R
OA
DW
AY
S, P
AR
KI
NG
AT
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UN
IT
IO
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A
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AS
B3
2, B4
, B
4, B4
7A
PR
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PA
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AB
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CD-102
S
ST
AR
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C E
BE
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En gr
\D es ig n\ s\
\2
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0_ Su pp or t\0 _3
_D ra w in gs
AR
EA
#2 B
4 -
DR
IV
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AY
A
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P
AR
KI
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LA
YO
UT
DE
MO
LIT
IO
N
03 08
GENERAL NOTES
1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS
FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS FOR ACCURACY.
2. COORDINATE WITH USER FOR THIS REPLACEMENT.
3. ANY DAMAGE TO FENCE OR BUILDING SHALL BE REPAIRED AT CONTRACTOR'S
COST.
KEYED NOTES
DEMO AREA FOR NEW 6" PAVEMENT PROFILE, REF. 4/C-201.
MILL 2" OFF EXISTING PAVEMENT
LEGEND
EXCAVATE FOR NEW PAVEMENT PROFILE
/06 /24
UP
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D
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YE
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NO
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S/
SH
AD
ED
A
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AP
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10'-51 2" 5'-
91 2"
18'-5"
1'-
6"88 '-8
1 2"
44'-6"
135'-10 12 "
'-1
2"
96' -7"
30' -6
2"
16'-10 12 "
12'
123'-2"65 '-0
1 2"
28'-101 2"
36'-5"
'-0"
65' -0"
25'-0" ±
AREA #2 34804
N
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D R
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D B
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D
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B
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D
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1 2 3 4 5
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B
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1 2 3 4 5
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B
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SU
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AT
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SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
CD-103
AREA #1 B41808- DRIVEWAY AND PARKING - DEMOLITION
SCALE: 1/32" = 1'-0"
35%
DESIGN
W W
YK
RE
PA
IR
R
OA
DW
AY
S, P
AR
KI
NG
AT
M
UN
IT
IO
NS
A
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AS
B3
2, B4
, B
4, B4
7A
PR
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PA
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AB
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AN
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CD-103
S S
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BE
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En gr
\D es ig n\ s\
\2
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_D ra w in gs
AR
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#1 B
8 -
DR
IV
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AY
A
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P
AR
KI
NG
LA
YO
UT
DE
MO
LIT
IO
N
04 08
GENERAL NOTES
1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS
FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS FOR ACCURACY.
2. COORDINATE WITH USER FOR THIS WORK.
3. THIS WORK IS ON THE AIRFIELD.
4. ANY DAMAGE TO FENCE OR RAMP SHALL BE REPAIRED AT CONTRACTOR'S COST.
KEYED NOTES
DO NOT DAMAGE REMAINING PAVEMENT.
DEMO AREA FOR NEW 6" PAVEMENT PROFILE, REF. 4/C-201.
/06 /24
UP
DA
TE
D
KE
YE
D
NO
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S
AP
R2
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D
SH
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'-6
2'-
1"
202'-3"
'-4
3'-3"153'-91 2"
'-8
1 2"
25'-41 2"
11'-01 2"
66'-10" 53'-51 2"
'-2
1 2" 16'-81
2"
'-6
26'-10"
72'-31 2"
15'-41 2"
'-3
SAW CUT
THE 6" PERFORATED
PIPE TO BE INSTALLED
ALONG THIS EDGE.
AREA #1
N
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F O
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BA
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PR
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D R
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B Y:
C H
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D B
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D
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B
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D
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C
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1 2 3 4 5
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B
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1 2 3 4 5
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B
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SU
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SHEET
SHEET NUMBER
SH
EE
T
TI
TL
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
C-101
AREA # 3 B41508 - DRIVEWAY AND PARKING - NEW
SCALE: 1/32" = 1'-0"
35%
DESIGN
W W
YK
RE
PA
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R
OA
DW
AY
S, P
AR
KI
NG
AT
M
UN
IT
IO
NS
A
RE
AS
B3
2, B4
, B
4, B4
7A
PR
TE
PA
-S R
M
M N
AB
YW
AN
IE
C
C-101
S S
TA
R
R
C E
BE
R
T
En gr
\D es ig n\ s\
\2
5\
0_ Su pp or t\0 _3
_D ra w in gs
AR
EA
#3 B
8 -
DR
IV
EW
AY
A
ND
P
AR
KI
NG
LA
YO
UT
NE
W
05 08
GENERAL NOTES
1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS
FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS FOR ACCURACY.
2. COORDINATE WITH USER FOR THIS PAVEMENT.
/06 /24
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KEYED NOTES
ATTACH PARKING BLOCKS WITH REBAR PLACED AT A MINIMUM OF 2FT FROM
EDGE OF PAVEMENT.
LAYOUT PARKING SPACES AND PAINT PER UFC 3-201-01. MINIMUN LENGTH
FOR EACH INTERIOR STALL IS 22FT AND 9FT WIDE.
PLACE NEW 2" ASPHALT WEARING COARSE LAYER AFTER APPLYING A TACK
COAT OVER THE EXISTING CLEANED ASPHALT PAVEMENT AS PER DETAIL
3/C-201. MATCH THE EXISTING PAVEMENT SURFACE OF MUNITION RD. TOTAL
1200SY.
NEW 6" PAVEMENT PROFILE, REF. 4/C-201. SURFACE LAYER TO MATCH WITH
THE SURFACE OF THE ENTIRE DRIVEWAY AND PARKING LOT.ISTING ASPHALT
ROADWAY SURFACE OF LOOSE GRAVEL.
PROVIDE (8) NEW
PARKING SPACES
100'
15'
AREA #3
35'-0"±
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
AREA #2 B34804 - DRIVEWAY AND PARKING - NEW
SCALE: 1/64" = 1'-0"
35%
DESIGN
W W
YK
RE
PA
IR
R
OA
DW
AY
S, P
AR
KI
NG
AT
M
UN
IT
IO
NS
A
RE
AS
B3
2, B4
, B
4, B4
7A
PR
TE
PA
-S R
M
M N
AB
YW
AN
IE
C
C-102
S S
TA
R
R
C E
BE
R
T
En gr
\D es ig n\ s\
\2
5\
0_ Su pp or t\0 _3
_D ra w in gs
AR
EA
#2 B
4 -
DR
IV
EW
AY
A
ND
P
AR
KI
NG
LA
YO
UT
NE
W
06 08
GENERAL NOTES
1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS
FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS FOR ACCURACY.
2. COORDINATE WITH USER FOR THIS PAVEMENT.
3. ANY DAMAGE TO FENCE OR BUILDING SHALL BE REPAIRED AT CONTRACTOR'S
COST.
KEYED NOTES
NEW 6" ASPHALT PAVEMENT PROFILE AS PER DETAIL 4/C-201. TOTAL 740 SY
APPLY SEAL COAT OVER ALL AREAS THAT WILL NOT BE RESURFACED.
NEW 2" ASPHALT WEARING COARSE LAYER AS PER DETAIL 3/C-201:
80FT X 40FT TO MATCH THE EXISTING PROFILE.
/06 /24
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10'-51 2" 5'-
91 2"
18'-5"
'-1
2"
1'-
6"88 '-8
1 2"
44'-6"
135'-10 12 "
96' -7"2
36'-51 4"
16'-10 12 "
12'
123'-2"65 '-0
1 2"
28'-101 2"
30' -6
2" 15'
12'
65' -0"
25'-0" ±
'-0"
AREA #2
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-103
AREA #1 B41808 - DRIVEWAY AND PARKING - NEW
SCALE: 1/32" = 1'-0"
35%
DESIGN
W W
YK
RE
PA
IR
R
OA
DW
AY
S, P
AR
KI
NG
AT
M
UN
IT
IO
NS
A
RE
AS
B3
2, B4
, B
4, B4
7A
PR
TE
PA
-S R
M
M N
AB
YW
AN
IE
C
C-103
S S
TA
R
R
C E
BE
R
T
En gr
\D es ig n\ s\
\2
5\
0_ Su pp or t\0 _3
_D ra w in gs
AR
EA
#1 B
8 -
DR
IV
EW
AY
A
ND
P
AR
KI
NG
LA
YO
UT
NE
W
07 08
GENERAL NOTES
1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS
FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS FOR ACCURACY.
2. COORDINATE WITH USER FOR THIS WORK.
3. THIS WORK IS ON THE AIRFIELD.
4. ANY DAMAGE TO FENCE OR RAMP SHALL BE REPAIRED AT CONTRACTOR'S COST.
KEYED NOTES
EXISTING PAVEMENT REMAINS.
APPLY SEAL COAT OVER ALL AREAS EXCEPT AREA #3.
PAVEMENT RECONSTRUCTION IN THIS SPECIFIC 60FT X 15FT; PAVEMENT
WAS NOTICED CRACKED AND WATER WAS BLEEDING OUTWARDS, DUE TO
APPARENTLY HIGH-WATER TABLE LEVEL ESPECIALLY AFTER RECENT RAIN.
RECOMMEND FD REPAIR TO THE AREA ONLY. DEWATERING WILL BE NEEDED
PRIOR TO THE FD REPAIR. RECOMMEND GEOTEXTILE MEMBRANE TO INHIBIT
MOISTURE. PLACE 6" PERFORATED UNDERDRAIN AROUND THE EAST EDGE
OF THE PAVEMENT TO BE REPLACED.
REFER TO DETAIL 4/C-201 AND DETAIL 1 / C-201.2
MA
R2
RE
VI
SE
D
SH
EE
TS
/LE
GE
ND
AP
R2
RE
VI
SE
D
SH
EE
T
153'-91 2"
'-8
1 2"
25'-41 2"
66'-10" 53'-51 2" 16'-81
2"
26'-10"
72'-31 2"
'-6
3 THE 6" PERFORATED
PIPE TO BE INSTALLED
ALONG THIS EDGE.
2'-
1"
202'-3"
15'-41 2"
'-3
'-4
3'-3"
'-2
1 2" 40 '-6
"11'-01 2"
AREA #1
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
35%
DESIGN
W W
YK
RE
PA
IR
R
OA
DW
AY
S, P
AR
KI
NG
AT
M
UN
IT
IO
NS
A
RE
AS
B3
2, B4
, B
4, B4
7A
PR
TE
PA
-S R
M
M N
AB
YW
AN
IE
C
C-201
S S
TA
R
R
C E
BE
R
T
En gr
\D es ig n\ s\
\2
5\
0_ Su pp or t\0 _3
_D ra w in gs
DE
TA
ILS
08 08
C-201
6" AC PAVEMENT - ATC
SCALE: NTS
C-201
2" ASPHALT WEARING COARSE OVERLAY
SCALE: NTS
C-201
SILT FENCE DETAIL
SCALE: NTS
C-201
6" PIPE UNDERDRAIN DETAIL
SCALE: NTS
AP
R2
RE
VI
SE
D
SH
EE
T
2" TYPE C AC
6" Modified Subgrade
4" TYPE A AC
Tack Coat
Prime Coat
1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE OKLAHOMA
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
2. THE MODIFIED SUBGRADE SHALL BE COMPACTED TO 95% STANDARD DENSITY. HAVE A CBR > 8, AND A PI < 14.
3. ALL FILL AND LOOSE MATERIAL BELOW THE 6" MODIFIED SUBGRADE LAYER SHALL BE COMPACTED TO 90% MODIFIED
PROCTOR DENSITY IN LIFTS NO GREATER THAN 6".
6" Stabilized Aggregate Base Geotexile Membrane Sheet
2" VIRGIN TYPE C AC
EXISTING ASPHALT BINDER
Tack Coat
Sealant
Joint Detail
1/4"
NewExisting
1/2"
1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE OKLAHOMA DEPARTMENT
OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
2. AGGREGATE BASE SHALL CONFORM TO ODOT SPECIFICATION 703.1, TYPE C, AND BE COMPACTED TO 98% MODIFIED PROCTOR
DENSITY.
3. SUBGRADE SHALL BE LIME MODIFIED AT 6% AND SHALL BE COMPACTED TO 98% MODIFIED PROCTOR DENSITY, HAVE A CBR > 8, AND A PI < 14.
4. DISTURBED MATERIAL OR FILL BELOW THE MODIFIED SUBGRADE SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY.
1. PERFORATED PIPE SHALL MEET THE REQUIREMENTS OF THE ODOT STANDARD SPECIFICATIONS, SECTION 726.
2. FILTER FABRIC SHALL MEET THE REQUIREMENTS OF THE ODOT STANDARD SPECIFICATIONS, SECTION 712.03.
3. FILTER STONE SHALL MEET THE REQUIREMENTS OF THE ODOT STANDARD SPECIFICATIONS,
SECTION 703.06.
1. SILT FENCE MATERIALS AND INSTALLATION SHALL MEET THE REQUIREMENTS OF THE ODOT
STANDARD SPECIFICATIONS, SECTION 221.
TEMPORARY SILT FENCE
RECOMMENDED TOE-IN METHOD
TEMPORARY SILT FENCE
SECTION
AutoCAD SHX Text
FILTER STONE
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
PERFORATED PVC PIPE
AutoCAD SHX Text
SUBGRADE
AutoCAD SHX Text
BASE
AutoCAD SHX Text
CONTINUE FABRIC
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 3"
AutoCAD SHX Text
12" MIN.
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
FLOW
AutoCAD SHX Text 12''
AutoCAD SHX Text
ROADWAY
AutoCAD SHX Text
FILL SLOPE
AutoCAD SHX Text
TYPICAL SILT FENCE PLACEMENT
AutoCAD SHX Text
FABRIC IN TRENCH
AutoCAD SHX Text
W/ BACKFILL
AutoCAD SHX Text
OR WOOD POSTS
AutoCAD SHX Text
(MIN.)
AutoCAD SHX Text 6''
AutoCAD SHX Text
FILTER
AutoCAD SHX Text
FABRIC
AutoCAD SHX Text
TEMPORARY
AutoCAD SHX Text
SEDIMENT BUILD UP
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
GROUND
AutoCAD SHX Text
POST
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
6'' (MIN.)
AutoCAD SHX Text
42'' (MIN.) STEEL
AutoCAD SHX Text
60'' (MAX.) SPACING
AutoCAD SHX Text 90°
AutoCAD SHX Text 90°
AutoCAD SHX Text 2°
AutoCAD SHX Text 2°
| 01-150185-G101-G101 |
| Sheets and Views |
| G101 |
| 02-150185-CD101-CD101 |
| Sheets and Views |
| CD101 |
| 03-150185-CD102-CD102 |
| Sheets and Views |
| CD102 |
| 04-150185-CD103-CD103 |
| Sheets and Views |
| CD103 |
| 05-150185-C101-C101 |
| Sheets and Views |
| C101 |
| 06-150185-C102-C102 |
| Sheets and Views |
| C102 |
| 07-150185-C103-C103 |
| Sheets and Views |
| C103 |
| 08-150185-C201-C201 |
| Sheets and Views |
| C201 |
| 06-150185-C102-C102.pdf |
| Sheets and Views |
| C102 |
| 05-150185-C101-C101.pdf |
| Sheets and Views |
| C101 |
| 02-150185-CD101-CD101.pdf |
| Sheets and Views |
| CD101 |
File details come from the government source that posted it. Updated .