SMPL_-_2_Sample_Project_WWYK100217__Drawings.pdf
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- FA8101-15-R-0001
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SMPL - 2 SAMPLE PROJECT WWYK100217 DRAWINGS
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TINKER AFB, OK
VICINITY MAP
BASE CIVIL ENGINEER
FIRE DEPARTMENT
BASE OPERATIONS
5001 5005 5009
5013 5017
5080 5084
7157 7158
5627 5717
5326 5328
41518
62515
61019
62516
62512
62514
SWITCH
STATION
G
41512
41506
62509
62501
62526
35908
35909
31030
31031
62513
61289
61288
3 3
GOLF COURSE
OFFICER
N.C.O. FAMILY HOUSING
ENLISTED FAMILY HOUSING
GOLF
DRIVING
RANGE
QUARTERS
PICNIC
AREA
PICNIC REC.
OFFICER
FAMILY
HOUSING
VASI
VASI
POWER CHECK PADS
CEMETERY
WASTE AREA
FIREMAN
TRAINING AREA
POND
OG&E PEAKING
PLANT
HOLDING POND
CONTROL
TOWER
AREA
ROADS AND GROUNDS
TRAINING AREA
61018
62511
53902
AREA E
AREA A
AREA D
32101
7145 7
62501-C
62517
62528
62503
62501-1
62502
62505
62020E
62504
61089
50414
EAKER
TINKER
TURNBULL
L A
N C
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M A
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U D
E R
GOTT
VANCE
HOPE
SUPER PLAYGROUND
341338337
GATE 3
GATE 2
GATE 34
GATE 29
GATE 7
HROSCOSKY
GATE 21
G A
T E
GATE 40
GATE 1
SOUTH FORTY
RECREATION
AREA
35916
45815
46606
40592
43116
43610
42116
41157
918 920
2094 2093
35801
35921
33334
31099
31098
21090
21091
35913
S.E. 29TH
STREET
A
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ROADMUNITIONS
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6TH STREET
6TH STREET
N
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TAXIWAY B
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TAXIWAY F
TAXIWAY F
TAXIWAY C
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APRON
APRON
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T
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TAXIWAY B
TAXIW
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CONTRACTING
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TINKER
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L A
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LIBERATOR
GATE
HAUL ROUTE
LEGEND
CONTRACTOR
PROJECT
LOCATION
TRUCK
GATE
41506
31030
31031
POND
61089
SOUTH FORTY
RECREATION
AREA
31099
31098
21090
21091
ROAD
STREET
P O
N D
R O
A D
R
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S
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PATROL ROAD
DUMPSTER PAD
PROJECT
LOCATION
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
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SHEET
SHEET NUMBER
S H
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T
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C E
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WWYK100217
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:
G01
CE1
C01
PROJECT DRAWING INDEX
SHT.SEQ. SHEET TITLE
EXISTING SITE OVERVIEW (AERIAL)
C02
GENERAL NOTES:
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:
KEY PLAN:
BASE CIVIL ENGINEER: (CE)
FIRE DEPARTMENT: (CEFT)
GENERAL NOTES/ VICINITY MAP
CIVIL LEGENDS AND ABBREVIATIONS
SECTION 1 PLAN
REPAIR RAPCON RD., FROM
RESERVE RD. TO PATROL RD.
C03
C04
C05
C06
C07
C08
C09
C10
C11
C12
C13
C14
C15
SECTION 2 PLAN
SECTION 3 PLAN
SECTION 4 PLAN
SECTION 5 PLAN
SECTION 6 PLAN
PAVEMENT DETAILS
SECTION 1 PAVEMENT MARKINGS
SECTION 2 PAVEMENT MARKINGS
SECTION 3 PAVEMENT MARKINGS
SECTION 4 PAVEMENT MARKINGS
SECTION 5 PAVEMENT MARKINGS
G01
G E
N E
R A
L
N
O T
E S
V I C
I N
I T
Y
M
A P
SECTION 6 PAVEMENT MARKINGS
PAVEMENT MARKING DETAILS
CE2
EXISTING SITE PLAN OVERVIEW
P H
A S
E
I
P
H
A
1155531637C Typewritten Text SMPL - 2 Sample Project WWYK100214 Drawings FA8101-15-R-0001
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
K E
R
A
R
S
E
O
K L
A H
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A
P R
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N
D e s i g n
F i c a t i o n
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
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M A
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C H
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B
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D
B
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D A
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D E
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M A
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M E
F O
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SHEET
SHEET NUMBER
S H
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W
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CE1
SCALE: 1" = 100'
EXISTING SITE OVERVIEW (AERIAL)
61089
1+00
2+00
0+00
3+00
4+00
5+00
6+00
1+00
2+00
0+00
3+00
4+00
5+00
6+00
R
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OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
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SHEET NUMBER
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SCALE: N.T.S.
EXISTING SITE PLAN OVERVIEW
N
P H
A S
E
I
P
H
A
FLOW IN DIRECTION OF ARROW
RISER DOWN (ELBOW)
GATE VALVE
DESCRIPTION
CHECK VALVE
RISER UP (ELBOW)
SYMBOL
ROOF DRAIN LINE
G
RD
DESCRIPTION
ST
CM
SYMBOL
FIRE HYDRANT
SQ FT or SF
MISC MISCELLANEOUS
EL
ELEC
EMER
EQUIP
EST
ENGR
EXP
EXIST
EXT
EXP JT EXPANSION JOINT
EXTERIOR, EXTERNAL
EXPOSED
EXISTING
ELECTRIC, ELECTRICAL
EQUIPMENT
ESTIMATE
ENGINEER
ELEVATION
EMERGENCY
MODEL, MODIFY
NOT TO SCALE
NO. or #
NOM
NTS
NUMBER
NOMINAL
MOD
MTG
NORTH
NIPPLENIP
N
N
MOUNTED
DET
DIAG
DN
DIM
DWG
EA
E/E
DIA or 0
E
E
DRAWING
END TO END
EACH
EAST
DOWN
DETAIL
DIAGRAM
DIAMETER
DIMENSION
CONT
CONST
CTR
CU
CM
DEPT
DEG or ^
CU IN or CI
CU FT or CF
CONTR
D
CUBIC FOOT OR FEET
CUBIC INCH OR INCHES
DEGREE
DEPARTMENT
CENTER
CUBIC
CONTINUE
CONSTRUCTION
CONTRACTOR
MAX
MED
MECH
MET
MATL
METAL
MANHOLE
MINIMUMMIN
MH
MEDIUM
MAXIMUM
MATERIAL
MECHANICAL
M or K THOUSAND
M
JUNCTION BOX
LABORATORY
POUND, POUNDS
LAB
LB
LONG
LINEAR FEETLF
LG
ANGLE
L
JOINTJT
JB
W
YS YIELD STRENGTH
WI WROUGHT IRON
WATER METER
YD
Y
YARD
WT
W/O
WM
WEIGHT
WITHOUT
WDW WINDOW
W
W/ WITH
VOL VOLUME
VERT
VEL
VERTICAL
VELOCITY
V
THICK, THICKNESS
TEMPERATURE
THK
THRU
TEMP
THD
THROUGH
THREAD
T
SPECIFICATIONS
STANDARD
SQUARE FOOT OR FEET
SQUARE INCH OR INCHES
STAINLESS STEEL
STRUCTURAL
STA STATION
SUP
STRUCT
STD
SUPPLY
SQ IN
SS
SPEC
SQ SQUARE
FTF FACE TO FACE
CFS
CIP
CIR
C
CONC
CONN
COL
C TO C
C
CAST IRON PIPE
CIRCLE,CIRCULAR
CONCRETE
COLUMN
CONNECTION
CENTER LINE
CENTER TO CENTER
CUBIC FEET PER SECOND
ASSY
AVG
BLDG
BLW
BOP
BOT
B
BELOW
BOTTOM
BUILDING
ASSEMBLY
AVERAGE
INTERIOR, INTERNAL
INCH, INCHES
INVERT ELEVATION
INSIDE DIAMETER
I
INT
INVERT
J
INV
IN
ID
IE
HGT
HORZ
HEIGHT
HORIZONTAL
GALLON, GALLONS
GALLONS PER MINUTE
NATURAL GAS
GPM
HEADHD
H
GUTTER
GRADEGR
GAL
GALV
GAUGE
GALVANIZED
GA
G
G
ABV
AFF
ADJ
APPD
ALT
APPROX
A
ABOVE FINISH FLOOR
APPROVED
ALTERNATE
APPROXIMATE
ADJUSTABLE
ABOVE
FLOOR MOUNTED
FEET PER SECOND
FL MTD
FPS
FROM
FOOT, FEET
FR
FT
FIGURE
FINISH
FLOORFL
FIN
FIG
FDN FOUNDATION
F
PLMB PLUMBING
SEWER CAST IRON PIPE
SCHEDULE, SCHEDULED
SIM
SO
SEW
SIMILAR
SHUT OFF
SEWER
SCH
SEC
SECT
SCI
SECOND
SECTION
S
S SOUTH
POUNDS PER SQ INCH ABSOLUTE
ROOF DRAIN
REFERENCE, REFER
RECTANGULAR
REQ'D
REF
REQUIRED
RED
RECT
RD
REDUCER
PNEUMATIC
PRESSURE REDUCING VALVE
POUNDS PER SQ INCH GAGE
POUNDS PER SQUARE INCH
R
R
RADIUS
PERCENT
PSIG
PSIA
PSI
PRV
PNEU
PERPENDICULAR
PERFORATEDPERF
PLAT
PL
PERP
PH
PLATE
PLATFORM
PHASE
PAR
P
ORIG
OZ
PARALLEL
ORIGINAL
OUNCE
ON CENTER
OUTSIDE DIAMETER
OPP
OPNG
OD
OC
OPENING
OPPOSITE
O
S Y M B O L S L E G E N D
SD
W
UE
OE
FENCE
CA
JP
SS
IW
TEE CONNECTION
"Y" TYPE
BTWN BETWEEN
L
COMMUNICATION
FLOW LINEFL
G
IW INDUSTRIAL WASTE
PROPOSEDPROP
SD STORM DRAIN
VF VERTICAL FEET
WATER
STM STEAM
TOP OF CURB
TYP TYPICAL
TOP OF RIM
TOP OF GUTTER
ROUND, DIAMETER0
RIGHT OF WAYROW
TOC
TOG
TOR
PVC
PVI
PVT END OF THE VERTICAL CURVE
THE INTERSECTION OF THE TWO
TANGENTS
VPI VERTICAL POINT OF INTERSECTION
Dc DEGREE OF CURVE
Lc LENGTH OF CURVE
PC POINT OF CURVATURE
PI INTERSECTION
PT POINT OF TANGENT
T TANGENT
INTERIOR ANGLE
CL CENTERLINE
K or M
K
THOUSAND
KICK PLATEKP
FW
SANITARY SEWER LINE
ABANDONED LINE
COMPRESSED AIR LINE
COMMUNICATION LINE
FIRE PROTECTION WATER LINE
NATURAL GAS LINE
INDUSTRIAL WASTE LINE
FUEL LINE
OVERHEAD ELECTRIC LINE
STORM DRAIN LINE
STEAM LINE
UNDERGROUND ELECTRIC LINE
WATER LINE
PROJECT BOUNDARY LINE
PROPERTY LINE
RAILROAD
DITCH
R R
RAIL ROAD SIGNAL
MANHOLE
SIGN
J
JUNCTION BOX
MW
MONITORING WELL
VALVE
PS PUMP STATION
METER
HEADWALL
HANDICAP CHAIR SYMBOL
CORE DRILL HOLE UNDRILLED
CO
STRAIGHT AND TURN ARROW
STRAIGHT DIRECTION ARROW
PARKING TURN ARROW
CORE DRILL HOLE DRILLED
CONIFEROUS TREE
GENERIC TREE
CLEAN OUT
DROP/AREA INLET
CURB/AREA INLET
NORTH ARROW
KEY NOTE
REVISION TAG
C I V I L A B B R E V I A T I O N S
EXISTING LINE
NEW LINE
SECONDARY CONTROL PT
PRIMARY CONTROL PT
EXISTING SPOT ELEVATION
NEW SPOT ELEVATION
GENERAL NOTE
HORIZONTAL CURVE DATA
Dc = _________
R = _________
Lc = _________
L = _________
H. CURVE #_
DESIGN SPEED =
P.I. = ___________
P.I. N = _________
P.I. E = _________
BEGINNING OF PROJECT
END OF PROJECTEOP
GENERAL CIVIL NOTES:
1. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION
OF ALL DIMENSIONS, MEASUREMENTS AND LOCATION OF EXISTING FACILITIES, UTILITIES, EQUIPMENT
AND OTHER EXISTING CONDITIONS WHICH MAY AFFECT CONSTRUCTION.
2. COORDINATES SHOWN ARE NAD83 STATE PLANE, OKLAHOMA NORTH ZONE. VERTICAL CONTROL IS
NAVD88. HORIZONTAL AND VERTICAL DATUM ARE BASED ON TINKER AFB MONUMENTATION.
3. THE CONTRACTOR SHALL PROTECT ALL STORM WATER INLETS DURING CONSTRUCTION.
4. ALL REMOVED MATERIALS SHALL BE DISPOSED OF OFF BASE UNLESS NOTED OTHERWISE.
5. DAMAGE CAUSED BY THE CONTRACTOR TO EXISTING PAVEMENT OR STRUCTURES TO BE LEFT IN
PLACE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
GOVERNMENT.
6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE
WITH THE SPECIFICATIONS AND/OR DRAWINGS.
A-1
SCALE: 1/4"=1'-0"
DRAWING NAME
DWG NUMBER
SHEET DWG
SHOWN
DWG SCALE
DWG NAME
DRAWING TITLE
S-2
DIRECTION TAKEN
SECTION NUMBER
SHEET SECTION
SHOWN
SECTION REFERENCE
IAW IN ACCORDANCE WITH
RCP
RCB
REINFORCED CONCRETE PIPE
REINFORCED CONCRETE BOX
HDPE HIGH DENSITY POLYETHELYNE
POLYVINYL CHLORIDE
CGMP CORRUGATED METAL PIPE
CICI CAST IRON CURB INLET
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
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A
P R
O J E
F O
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A T
I O
N
D e s i g n
F i c a t i o n
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R E
V I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
M A
N A
G E
M E
F O
R M
A T
I O
N
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
C E
C E
D
R
S
U L
L I V
A N
M
N
A B
Y W
A N
I E
C
M
N
A B
Y W
A N
I E
C
X X
X
X X
X X
X
C01
C I V
G
E N
D
A
N D
A B
B R
E V
I A
T I O
1+00
2+00
0+00
3+00
1+00
2+00
0+00
3+00
SAW CUT EDGE
AT 29'-0"
EXISTING PCC
APRON REMAINS.
EXISTING CURB &
GUTTER REMAINS
THIS SIDE.
EXISTING CURB &
GUTTER REMAINS
THIS SIDE.
EXISTING PCC
APRON REMAINS.
EXISTING CURB &
GUTTER REMAINS
THIS SIDE.
24'-0"
24'-0"
REMOVE AND
REPLACE CURB &
GUTTER
NEW CURB & GUTTER,
MATCH OPPOSITE SIDE
RADIUS. (40' WITH EEIC 529)
NEW 15" RCP (70') WITH CONCRETE
HEADWALL BOTH ENDS. (25' OF PIPE IS EEIC 529)
REPLACE CURB &
GUTTER.
REPLACE CURB &
GUTTER.
NEW CURB
& GUTTER. (112' WITH EEIC 529)
20'-0" WIDE GUTTER, WITH
A 4'-0" WIDE TRANSITION
SLAB, 6" THICK (ALL EEIC 529)
NEW CURB
& GUTTER. (15' WITH EEIC 529)
C02
S E
C T
I O
A
N
C02
SCALE: 1" = 20'
SECTION 1
GENERAL NOTES:
1. 15 MPH speed limit signs shall be used in the whole construction zone and placed every 1500 feet.
2. Existing speed limit signs shall be black bagged and taped/tied on to prevent blowing off.
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
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A
R
S
E
O
K L
A H
O M
A
P R
O J E
F O
R M
A T
I O
N
D e s i g n
F i c a t i o n
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R E
V I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
M A
N A
G E
M E
F O
R M
A T
I O
N
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
C E
C E
D
R
S
U L
L I V
A N
M
N
A B
Y W
A N
I E
C
M
N
A B
Y W
A N
I E
C
X X
X
X X
X X
X
N
- EEIC 529 PAVEMENT (135 S.F.)
- BARRIER
- DEMOLISH AND REBUILD ROAD
- NEW CURB AND GUTTER
4+00
5+00
6+00
4+00
5+00
6+00
SAW CUT THE EDGE
12" OUTSIDE THE
WHITE LINE
SAW CUT THE EDGE
12" OUTSIDE THE
WHITE LINE
EXISTING CURB &
REPLACE STORM DRAIN INLET,
MANHOLE, RCP, HEADWALLS, &
CONCRETE COLLAR 5' x 5' MIN.
24'-0"
EXISTING ASPHALT
PARKING LOT.
EXISTING ASPHALT
PARKING LOT.
EXISTING GRAVEL
PARKING LOT.
PHASE II WORK
PHASE I WORK
EXISTING ASPHALT
PARKING LOT.
TYPE III BARRIERS
TO CLOSE LOT.
26'-0"
REPLACE STORM DRAIN INLET,
MANHOLE, RCP, HEADWALLS, &
CONCRETE COLLAR 5' x 5' MIN.
4'x8' RIP-RAP
4'x8' RIP-RAP
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
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E
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A H
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A
P R
O J E
F O
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A T
I O
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D e s i g n
F i c a t i o n
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R E
V I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
M A
N A
G E
M E
F O
R M
A T
I O
N
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
C E
C E
D
R
S
U L
L I V
A N
M
N
A B
Y W
A N
I E
C
M
N
A B
Y W
A N
I E
C
X X
X
X X
X X
X
C03
S E
C T
I O
A
N
C03
SCALE: 1" = 20'
SECTION 2
GENERAL NOTES:
1. 15 MPH speed limit signs shall be used in the whole construction zone and placed every 1500 feet.
2. Existing speed limit signs shall be black bagged and taped/tied on to prevent blowing off.
N
- BARRIER
SAW CUT THE EDGE
12" OUTSIDE THE
WHITE LINE
SAW CUT THE EDGE
5' OUTSIDE THE
WHITE LINE
TYPE III BARRIERS
TO CLOSE LOT.
TYPE III BARRIERS
TO CLOSE LOT.
REPLACE CURB &
GUTTER.
REPLACE CURB &
GUTTER.
FLUME. (10 LF WITH
EEIC 529)
30'-0"
30'-0"
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
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A
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F O
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A T
I O
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D e s i g n
F i c a t i o n
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R E
V I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
M A
N A
G E
M E
F O
R M
A T
I O
N
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
C E
C E
D
R
S
U L
L I V
A N
M
N
A B
Y W
A N
I E
C
M
N
A B
Y W
A N
I E
C
X X
X
X X
X X
X
C04
S E
C T
I O
A
N
C04
SCALE: 1" = 20'
SECTION 3
GENERAL NOTES:
1. 15 MPH speed limit signs shall be used in the whole construction zone and placed every 1500 feet.
2. Existing speed limit signs shall be black bagged and taped/tied on to prevent blowing off.
N
- BARRIER
SAW CUT THE EDGE
12" OUTSIDE THE
WHITE LINE
TYPE III BARRIERS
TO CLOSE LOT.
REPLACE CURB &
REPLACE CURB &
GUTTER.
NO CURB & GUTTER
THIS SIDE.
REMOVE EXISTING
DRAIN, INSTALL PCC
FLUME. (10 LF WITH
EEIC 529)
REMOVE PIPE.
BACKFILL, & SOD.
30'-0"
C05
S E
C T
I O
A
N
C05
SCALE: 1" = 20'
SECTION 4
GENERAL NOTES:
1. 15 MPH speed limit signs shall be used in the whole construction zone and placed every 1500 feet.
2. Existing speed limit signs shall be black bagged and taped/tied on to prevent blowing off.
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
K E
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A
R
S
E
O
K L
A H
O M
A
P R
O J E
F O
R M
A T
I O
N
D e s i g n
F i c a t i o n
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R E
V I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
M A
N A
G E
M E
F O
R M
A T
I O
N
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
C E
C E
D
R
S
U L
L I V
A N
M
N
A B
Y W
A N
I E
C
M
N
A B
Y W
A N
I E
C
X X
X
X X
X X
X
N
- BARRIER
R
E
S
E
R
REPLACE CURB &
GUTTER.
REPLACE CURB &
GUTTER.
NO CURB & GUTTER
THIS SIDE.
CURB CUT & INSTALL
PCC FLUME. (5' IS EEIC 529)
REPLACE PCC FLUME,
25' LONG. (20' IS EEIC 529)
NO CURB & GUTTER
THIS SIDE.
30'-0"
30'-0"
SAW CUT THE EDGE
12" OUTSIDE LINE.
C06
S E
C T
I O
A
N
C06
SCALE: 1" = 20'
SECTION 5
GENERAL NOTES:
1. 15 MPH speed limit signs shall be used in the whole construction zone and placed every 1500 feet.
2. Existing speed limit signs shall be black bagged and taped/tied on to prevent blowing off.
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
K E
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A
R
S
E
O
K L
A H
O M
A
P R
O J E
F O
R M
A T
I O
N
D e s i g n
F i c a t i o n
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R E
V I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
M A
N A
G E
M E
F O
R M
A T
I O
N
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
C E
C E
D
R
S
U L
L I V
A N
M
N
A B
Y W
A N
I E
C
M
N
A B
Y W
A N
I E
C
X X
X
X X
X X
X
N
- BARRIER
R
E
S
E
R
SAW CUT THE EDGE
12" OUTSIDE THE
WHITE LINE
REPLACE CURB &
GUTTER.
REPLACE CURB &
GUTTER.
NO CURB & GUTTER
THIS SIDE.
REPLACE PCC FLUME,
25' LONG. (20' IS EEIC 529)
NO CURB & GUTTER
THIS SIDE.
30'-0"
SAW CUT THE EDGE
12" OUTSIDE LINE.
C07
S E
C T
I O
A
N
C07
SCALE: 1" = 20'
SECTION 6 PLAN
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
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A H
O M
A
P R
O J E
F O
R M
A T
I O
N
D e s i g n
F i c a t i o n
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R E
V I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
M A
N A
G E
M E
F O
R M
A T
I O
N
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
C E
C E
D
R
S
U L
L I V
A N
M
N
A B
Y W
A N
I E
C
M
N
A B
Y W
A N
I E
C
X X
X
X X
X X
X
N
- BARRIER
6" AC Repair
2" TYPE C AC
6" Stabilized Aggregate Base
2" TYPE A AC
2" TYPE A AC
Tack Coat
Tack Coat
Prime Coat
6" Scarified and Compacted Subgrade
Sealant
Joint Detail
1/4"
NewExisting
1/2"
1. AC SHALL CONFORM TO THE REQUIREMENTS OF SECTION 32 12 21.
2. TACK COAT SHALL CONFORM TO SECTION 32 12 10.1
3. PRIME COAT SHALL CONFORM TO SECTION 32 12 10.2
4. AGGREGATE BASE SHALL CONFORM TO SECTION 32 11 23; AGGREGATE BASE SHALL NOT BE
INSTALLED IN LIFTS GREATER THAN 6".
5. SUBGRADE SHALL CONFORM TO SECTION 32 11 29 AND SHALL BE COMPACTED TO 95% STANDARD
DENSITY. HAVE A CBR > 8, AND A PI < 14.
6. ALL FILL AND LOOSE MATERIAL BELOW THE 6" MODIFIED SUBGRADE LAYER SHALL BE COMPACTED TO
80 % STANDARD DENSITY IN LIFTS NO GREATER THAN 6".
7. JOINTS SHALL BE SIZED AS ABOVE AND SHALL BE SEALED IN ACCORDANCE WITH SECTION 32 01 17.16.
1. PCC SHALL CONFORM TO THE REQUIREMENTS OF SECTION 03 30 00, CLASS P, AND SECTION 03 00 01.
2. TOOLED OR SAWED JOINTS SHALL BE SPACED WITH THE PCC PAVEMENT JOINTS OR AT 20' IF
PAVEMENT IS AC.
3. SAWED JOINTS SHALL BE SEALED IN ACCORDANCE WITH DETAIL J-2.
4.
" EXPANSION JOINTS SHALL BE PLACED EVERY 5th JOINT IN ACCORDANCE WITH DETAIL J-1.
5. EXPANSION JOINTS SHALL BE BRIDGED BY 2 EVENLY SPACED 24" X 1" DIAMETER SMOOTH DOWELS
WITH ONE END FREE TO SLIP.
6. ALL JOINTS SHALL CONFORM TO SECTION 32 13 74.
6" Barrier Curb & Gutter
R2"
6" 2"
8" 1'-4"
Slope 2% (
" / ft)
R1"
1. PCC SHALL CONFORM TO THE REQUIREMENTS OF SECTION 03 30 00, CLASS B, AND SECTION 03 00 01.
2. TOOLED OR SAWED JOINTS SHALL BE SPACED EVERY 10 FEET.
3. SAWED JOINTS SHALL BE SEALED IN ACCORDANCE WITH DETAIL J-2.
4.
" EXPANSION JOINTS SHALL BE PLACED EVERY 60 FEET IN ACCORDANCE WITH DETAIL J-1.
5. EXPANSION JOINTS SHALL BE BRIDGED BY 4 EVENLY SPACED 24" X 1" DIAMETER SMOOTH DOWELS
WITH ONE END FREE TO SLIP.
6. ALL JOINTS SHALL CONFORM TO SECTION 32 13 74.
7. #3 REBAR SHALL CONFORM TO THE REQUIREMENTS OF SECTION 03 20 00.
PCC Drainage Flume
6"
8"
6"
8"
R3"
R3"
R1
2"
R1
2"
2'-8"
#3 bar (typ)
3" 1'-2" 1'-2" 1'-2" 3"
Silt Fence
RCP Bedding
Precast Manhole
Storm Sewer Inlet
Storm Sewer Inlet Notes
C08
P A
V E
M E
T
A I L
S
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
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S
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A H
O M
A
P R
O J E
F O
R M
A T
I O
N
D e s i g n
F i c a t i o n
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R E
V I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
M A
N A
G E
M E
F O
R M
A T
I O
N
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
C E
C E
D
R
S
U L
L I V
A N
M
N
A B
Y W
A N
I E
C
M
N
A B
Y W
A N
I E
C
X X
X
X X
X
1+00
2+00
0+00
3+00
1+00
2+00
0+00
3+00
STOP BAR
12"x12'-0"
DOUBLE 4"
YELLOWS
STOP BAR
12"x12'-0"
DOUBLE 4"
YELLOWS
C09
S E
C T
I O
N
P A
V E
M E
M
R
K I N
G
C09
SCALE: 1" = 20'
SECTION 1 PAVEMENT MARKING
NOTES:
1. ALL MARKING SHALL BE THERMOPLASTIC
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
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A H
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A
P R
O J E
F O
R M
A T
I O
N
D e s i g n
F i c a t i o n
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R E
V I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
M A
N A
G E
M E
F O
R M
A T
I O
N
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
C E
C E
D
R
S
U L
L I V
A N
M
N
A B
Y W
A N
I E
C
M
N
A B
Y W
A N
I E
C
X X
X
X X
X
4+00
5+00
6+00
4+00
5+00
6+00
DOUBLE 4"
YELLOWS
DOUBLE 4"
YELLOWS
4" WHITE
4" WHITE
C10
S E
C T
I O
N
P A
V E
M E
R
K I N
G
C10
SCALE: 1" = 20'
SECTION 2 PAVEMENT MARKING
NOTES:
1. ALL MARKING SHALL BE THERMOPLASTIC
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
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A
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S
E
O
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A H
O M
A
P R
O J E
F O
R M
A T
I O
N
D e s i g n
F i c a t i o n
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R E
V I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
M A
N A
G E
M E
F O
R M
A T
I O
N
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
C E
C E
D
R
S
U L
L I V
A N
M
N
A B
Y W
A N
I E
C
M
N
A B
Y W
A N
I E
C
X X
X
X X
X
DOUBLE 4"
YELLOWS
DOUBLE 4"
YELLOWS
4" WHITE
4" WHITE
4" WHITE
DOUBLE 4"
YELLOWS
DOUBLE 4"
YELLOWS
C11
S E
C T
I O
V E
M E
R
K I N
G
C11
SCALE: 1" = 20'
SECTION 3 PAVEMENT MARKING
NOTES:
1. ALL MARKING SHALL BE THERMOPLASTIC
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
K E
R
A
R
S
E
O
K L
A H
O M
A
P R
O J E
F O
R M
A T
I O
N
D e s i g n
F i c a t i o n
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R E
V I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
M A
N A
G E
M E
F O
R M
A T
I O
N
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
C E
C E
D
R
S
U L
L I V
A N
M
N
A B
Y W
A N
I E
C
M
N
A B
Y W
A N
I E
C
X X
X
X X
X
4" WHITE
DOUBLE 4"
YELLOWS
4" WHITE
DOUBLE 4"
YELLOWS
C12
S E
C T
I O
N
P A
V E
M E
R
K I N
G
C12
SCALE: 1" = 20'
SECTION 4 PAVEMENT MARKING
NOTES:
1. ALL MARKING SHALL BE THERMOPLASTIC
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
K E
R
A
R
S
E
O
K L
A H
O M
A
P R
O J E
F O
R M
A T
I O
N
D e s i g n
F i c a t i o n
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R E
V I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
M A
N A
G E
M E
F O
R M
A T
I O
N
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
C E
C E
D
R
S
U L
L I V
A N
M
N
A B
Y W
A N
I E
C
M
N
A B
Y W
A N
I E
C
X X
X
X X
X
R
E
S
E
R
4" WHITE
DOUBLE 4"
YELLOWS
4" WHITE
DOUBLE 4"
YELLOWS
C13
S E
C T
I O
N
P A
V E
M E
R
K I N
G
C13
SCALE: 1" = 20'
SECTION 5 PAVEMENT MARKING
NOTES:
1. ALL MARKING SHALL BE THERMOPLASTIC
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
K E
R
A
R
S
E
O
K L
A H
O M
A
P R
O J E
F O
R M
A T
I O
N
D e s i g n
F i c a t i o n
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R E
V I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
M A
N A
G E
M E
F O
R M
A T
I O
N
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
C E
C E
D
R
S
U L
L I V
A N
M
N
A B
Y W
A N
I E
C
M
N
A B
Y W
A N
I E
C
X X
X
X X
X
R
E
S
E
R
DOUBLE 4"
YELLOWS
4" WHITE
DOUBLE 4"
YELLOWS
STOP BAR
12"x18'-0"
YELLOW
CROSSHATCH
MATCH EXISTING
4" WHITE
CONCRETE
FLUME
C14
S E
C T
I O
N
P A
V E
M E
R
K I N
G
C14
SCALE: 1" = 20'
SECTION 6 PAVEMENT MARKING
NOTES:
1. ALL MARKING SHALL BE THERMOPLASTIC
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
K E
R
A
R
S
E
O
K L
A H
O M
A
P R
O J E
F O
R M
A T
I O
N
D e s i g n
F i c a t i o n
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R E
V I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
M A
N A
G E
M E
F O
R M
A T
I O
N
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
C E
C E
D
R
S
U L
L I V
A N
M
N
A B
Y W
A N
I E
C
M
N
A B
Y W
A N
I E
C
X X
X
X X
X
C15
P A
V E
M E
N T
M A
R K
I N
G
D
E T
A I L
S
6"
6" MAX.
EDGE OF PAVEMENT
EDGE LINE (WHITE)
6"
6"
DOUBLE CENTER LINE
6"
C
L
CROSS HATCH
1'-0"
2'-0" (TYP.)
(TYP.)
STOP BAR (WHITE)
LANE WIDTH
12"
C
L
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
K E
R
A
R
S
E
O
K L
A H
O M
A
P R
O J E
F O
R M
A T
I O
N
D e s i g n
F i c a t i o n
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R E
V I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
M A
N A
G E
M E
F O
R M
A T
I O
N
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
C E
C E
D
R
S
U L
L I V
A N
M
N
A B
Y W
A N
I E
C
M
N
A B
Y W
A N
I E
C
X X
X
X X
X
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