WWYK190230_Drawings.pdf
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- Solicitation number
- FA813726R0027
About this file
This document is a 35% design set of construction drawings for a federal facility improvement project at Tinker Air Force Base, Oklahoma. The project, identified as WWYK190230, involves the repair of Arnold Avenue between H Avenue and M Avenue, with an issue date of November 19, 2021. The work is being executed by the Air Force Materiel Command, 72nd Air Base Wing Civil Engineer Directorate.
The project comprises multiple phased repairs and improvements to Arnold Avenue, including full-depth asphalt pavement repairs on the eastbound lanes (Phases 1 and 2), mill-and-overlay work on the westbound lanes (Phases 3A and 3B), curb and gutter replacement, concrete sidewalk demolition and replacement, and installation of new storm drainage infrastructure including 12-inch reinforced concrete pipe with storm drain boxes and inlets. The scope further includes pavement marking installation per thermoplastic and traffic paint specifications, electrical work involving demolition of existing roadway lighting fixtures and installation of new LED roadway luminaires with anchor base pole foundations, and replacement of broken hand-hole covers. Traffic control measures include Type 3 barriers, traffic cones, and road closure signage. General notes require all asphalt pavement edges to be vertical, erosion and sediment control measures to be maintained throughout construction, and any damage to existing facilities caused by construction to be repaired at no additional cost to the government. The drawings indicate coordination with multiple base departments including Fire Department, Base Operations, Environmental, Industrial Hygiene, and Safety personnel as reflected in the signature blocks.
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REVIEWED BY:
REVIEWED BY:
USING AGENCY:
ASBESTOS EVALUATION:
SAFETY:
DATE:
DATE:
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INDUSTRIAL HYGIENE:
DATE:
G-0011
PROJECT DRAWING INDEX
SHT.SEQ. SHEET TITLE
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: (CEFT)
GENERAL
GENERAL NOTES & VICINITY MAP
1. 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".
WWYK190230
REPAIR ARNOLD AVE BETWEEN
H-AVE AND M-AVE
KEY PLAN:
GENERAL NOTES:
CIVIL
PROJECT
LOCATION
35%
DESIGN
W W
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SHEET
SHEET NUMBER
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
2 C-001 CIVIL SYMBOLS LEGEND AND ABBREVIATIONS
3 C-101 EAST BOUND PHASE 1 CLOSURE FULL DEPTH REPAIR
4 C-102 5 C-103
DT-101
C-104 C-105 C-106 C-107 C-108 C-109 C-110 C-111 C-112 C-113
EAST BOUND PHASE 2 CLOSURE FULL DEPTH REPAIR
WEST BOUND PHASE 3A CLOSURE MILL AND OVERLAY
WEST BOUND PHASE 3B CLOSURE MILL AND OVERLAY
PHASE 1 - EAST BOUND INSIDE LANE
PHASE 1 - EAST BOUND INSIDE LANE
PHASE 1 - EAST BOUND INSIDE LANE
PHASE 2 - EAST BOUND OUTSIDE LANE
PHASE 2 - EAST BOUND OUTSIDE LANE
PHASE 2 - EAST BOUND OUTSIDE LANE
WEST BOUND OUTSIDE LANE 3 SIDEWALK REPLACEMENT
PAVEMENT MARKING 1 EAST AND WEST BOUND
PAVEMENT MARKING 2 EAST AND WEST BOUND
CIVIL DETAILS
ED-10118 ELECTRICAL DEMOLITION PLAN
E-10119 ELECTRICAL PLAN
E-60120 LIGHTING POLE FOUNDATION
ELECTRICAL
DT-10217 CIVIL DETAILS
"M " A ve
"H " A ve
So uth
S t.
"L " A ve
1st St.
1st St.
TINKER AFB, OK
VICINITY MAP
LEGEND
CONTRACTOR
HAUL ROUTE
RU
NW
AY
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RUNWAY 13/31
TA
XI
W
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TAXIW
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TAXIWAY B
TAXIWAY C
TAXIWAY M
TA
XI
W
AY
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TAXIWAY E
TAXIWAY A
TA
XIW
AY EE
TAXIWAY F
TAXIWAY D
TAXIWAY E
TAXIWAY J
TA
XI
W
AY
G
TAXIWAY A
TAXIW
AY H
TAXIWAY C
TAXIWAY D
TAXIWAY EE
TAXIWAY F
Elm Creek
Crutcho Creek
Kuhlman Creek
Kuhlman Creek
Elm Creek
East Crutcho Creek
Elm Creek
El m
Cr ee k
Elm Creek
Elm Creek
Elm Creek
Elm Creek
Ku hlm an Cr ee k
Ea st
Cr utc ho C ree k
Elm Cree k
West Crutcho Creek W es t C ru tch o C re ek
Elm Creek
Soldier Creek
Elm Creek
Soldier Creek
Soldier Creek
Ea st
Cr utc ho C re ek
Elm Creek
Ea st
Cr utc ho C re ek
East Crutcho Creek
Soldier Creek
So ldi er Cr ee k
East C rutcho Creek
Soldier Creek
Soldier Creek
So ldi er C re ek
East Crutcho Creek
416506
11401128
59035909
838837
62509
62512
62525
99999
62543
71086
53902
50414
55300
56601
61019
62501
45134
62503
61289
62542
15904
15908
15904
15908
62502
41046
62501
62514
62501
99999
41157
45815
40592
62522
15930
11824
3 10
62540
61089
62528
62523
62501X
43774
62516
3592135916
32101
930G
948-E
911-E
948-W
911-W
33001
35913
65672
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43609
42116
62517
62515
62526
62527
62513
62501OK
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99999
62501
15930
15908
15904
15908
15904
61018
71089
45134
96022
43120
44045
40935
43610
41163
15930
Ea st
Dr
SE 59th St.
St aff
D r.
5th Ave
W ar eh ou se R d.
7th St.
Mc Na rn ey
A ve
Mitchell Ave
Co ok
A ve
W es t D r.
Extender Dr.
5th Ave.
Globemaster Dr.
Ai r D ep ot
Mercury Rd.
Po nd
R d.
"C " A ve
Hi llto p R d.
"M " A ve
Doolittle Ave
W hit e D r.
Ba ll P ar k R d.
6th St.
Po we rh ou se D r.
Int ru de r D r.
Holden Dr.
Vanaman Rd.
1st St.
Arnold St.
SE 74th St
Ai r D ep ot
Patrol Rd.
Reserve Rd.
"A " A ve
Mu nit ion s R d.
"B " A ve
"H " A ve
Al er t R d.
"E "A ve
Sentry Rd.
34th St.
Twining Dr.
Jo ne s
To we r R d.
Vanaman Rd.
Ind us tria l B lvd
So uth
S t.
1st St.
Do oli ttle A ve
Pi cn ic Rd
Ja me s D r.
W olf e D r.
Ai r D ep ot
"D " A ve
Perimeter Rd.
Rapcon Rd.
Reserve Rd
"L " A ve
"F " A ve
1st St.
Br ow n D r.
Ol d A ir D ep ot
Airey Dr.
General Motors Dr
Bradley Dr.
Entrance Road "C"
Entrance Road "A"
"C " A ve
Vandenberg Dr.
Do rm ito ry
Rd
Dormitory Rd.
Chennault Dr.
Mi tch ell A ve
Spaatz Dr.
En gin e T es t D r.
3rd Ave.
"D " D riv e
Joint STARS Dr.
Ai r D ep ot
Bl vd
Turbine Dr. Turbine Dr.
Central Plant Dr.
6th St.
Falcon Dr.
Blac kbi rd D r.
W ey lan d L oo p
Pegasus Dr.
Thunderbolt D r.
Munitions Rd. Ext.
Codding Rd.
Starlifter Dr.
Chidlaw Ct.
Co rsa ir D r.
Rap tor
Ct.
Ni gh t H aw k C t.
Ph an tom D r.
Fr an kli n
Sk ym as ter
D r.
Spaatz Ct.
La wr en ce
Mu nd ell
Nabors Dr.
Mc Ni ck le
Mi lle r D r.
Ta il F ea the r D r.
Air ey
Ci r.
Smith Ct. Raven Ct.
Air Dep ot
Ai r D ep ot
1st St.
TAXIWAY F
Ra w li ng s A ve
Mitc he ll A ve
Mercury Rd.
Ra ily ar d R d.
He rcu les R d.
PROJECT
LOCATION
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
LANCER
GATE
TRUCK GATE
PIAZZA GATE
BASE CIVIL
ENGINEER
B400
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
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DESIGN
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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
1.
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
+ 1
2.2
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
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
FLOW IN DIRECTION OF ARROW
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.
STO STORM WATER LINE
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
TI
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SHEET
SHEET NUMBER
SH
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DESIGN
W W
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L
EE J
O
LI
J:
\E ng r\D es ig n\ s\
\2
0\ 0_
Su pp or t\0
_3 _D ra w in gs
\M od el
EA
ST
B
OU
ND
P
HA
SE
CL
OS
UR
E
FU
LL
D
EP
TH
RE
PA
IR
03 20
EAST BOUND PHASE 1 CLOSURE FULL DEPTH REPAIR1
SCALE: NTSC-101
LEGEND
CONCRETE DEMOLITION
ASPHALT DEMOLITION
TYPE 3 BARRIER
CONE
TYPE 3
BARRIER
TRAFFIC
CONES
ARNOLD AVE.
ASPHALT
DEMOLITION
CONCRETE
DEMOLITION
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
TI
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
35%
DESIGN
W W
YK
RE
PA
IR
A
RN
OL
D
AV
E
BE
TW
EE
N H
AV
E
AN
D
M
AV
E
/1
9/
TH
D
R S
R M
M N
AB
YW
AN
IE
C
C-102
K.
L
EE J
O
LI
J:
\E ng r\D es ig n\ s\
\2
0\ 0_
Su pp or t\0
_3 _D ra w in gs
\M od el
EA
ST
B
OU
ND
P
HA
SE
CL
OS
UR
E
FU
LL
D
EP
TH
RE
PA
IR
04 20
EAST BOUND PHASE 2 CLOSURE FULL DEPTH REPAIR1
SCALE: NTSC-102
LEGEND
ASPHALT DEMOLITION
TYPE 3 BARRIER
CONE
TYPE 3
BARRIER
TRAFFIC
CONES
ASPHALT
DEMOLITION
ASPHALT
DEMOLITION
TYPE 3
BARRIER
ARNOLD AVE.
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
TI
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
35%
DESIGN
W W
YK
RE
PA
IR
A
RN
OL
D
AV
E
BE
TW
EE
N H
AV
E
AN
D
M
AV
E
/1
9/
TH
D
R S
R M
M N
AB
YW
AN
IE
C
C-103
K.
L
EE J
O
LI
J:
\E ng r\D es ig n\ s\
\2
0\ 0_
Su pp or t\0
_3 _D ra w in gs
\M od el
W
ES
T
BO
UN
D
PH
AS
E 3A
CL
OS
UR
E
MI
LL
A
ND
OV
ER
LA
Y
05 20
WEST BOUND PHASE 3A CLOSURE MILL AND OVERLAY1
SCALE: NTSC-103
LEGEND
2 12" MILL AND OVERLAY
TYPE 3 BARRIER
CONE
2 12" MILL AND OVERLAY 2 12" MILL AND OVERLAY
2 12" MILL AND OVERLAY
TRAFFIC
CONES
ARNOLD AVE.
TYPE 3
BARRIER
TYPE 3
BARRIER
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
TI
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
35%
DESIGN
W W
YK
RE
PA
IR
A
RN
OL
D
AV
E
BE
TW
EE
N H
AV
E
AN
D
M
AV
E
/1
9/
TH
D
R S
R M
M N
AB
YW
AN
IE
C
C-104
K.
L
EE J
O
LI
J:
\E ng r\D es ig n\ s\
\2
0\ 0_
Su pp or t\0
_3 _D ra w in gs
\M od el
W
ES
T
BO
UN
D
PH
AS
E 3B
CL
OS
UR
E
MI
LL
A
ND
OV
ER
LA
Y
06 20
WEST BOUND PHASE 3B CLOSURE MILL AND OVERLAY1
SCALE: NTSC-104
LEGEND
2 12" MILL AND OVERLAY
TYPE 3 BARRIER
CONE
2 12" MILL AND OVERLAY 2 12" MILL AND OVERLAY
2 12" MILL AND OVERLAY
TYPE 3
BARRIER
ROAD
CLOSED
SIGN
ARNOLD AVE.
TYPE 3 BARRIER
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
TI
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
35%
DESIGN
W W
YK
RE
PA
IR
A
RN
OL
D
AV
E
BE
TW
EE
N H
AV
E
AN
D
M
AV
E
/1
9/
TH
D
R S
R M
M N
AB
YW
AN
IE
C
C-105
K.
L
EE J
O
LI
J:
\E ng r\D es ig n\ s\
\2
0\ 0_
Su pp or t\0
_3 _D ra w in gs
\M od el
PH
AS
E 1 -
E
AS
T
BO
UN
D
IN
SI
DE
LA
NE
07 20
PHASE 1 - EAST BOUND INSIDE LANE1
SCALE: NTSC-105
KEYED NOTES
SAW CUT CURB AND GUTTER
REPLACE CURB AND GUTTER
SAW CUT ASPHALT PAVEMENT
REPLACE PAVEMENT FULL DEPTH
MANHOLE (MH)
MA
TC
HL
IN
E
RE
F
SH
EE
T
C-
LEGEND
FULL DEPTH REPAIR
TYPE 3 BARRIER
CONE
GENERAL NOTES
1. ALL EDGES OF ASPHALT PAVEMENT MUST BE VERTICAL.
TYPE 3 BARRIER
SEE DETAIL
1/DT-102
1 2
4 3
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
TI
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
35%
DESIGN
W W
YK
RE
PA
IR
A
RN
OL
D
AV
E
BE
TW
EE
N H
AV
E
AN
D
M
AV
E
/1
9/
TH
D
R S
R M
M N
AB
YW
AN
IE
C
C-106
K.
L
EE J
O
LI
J:
\E ng r\D es ig n\ s\
\2
0\ 0_
Su pp or t\0
_3 _D ra w in gs
\M od el
PH
AS
E 1 -
E
AS
T
BO
UN
D
IN
SI
DE
LA
NE
08 20
PHASE 1 - EAST BOUND INSIDE LANE1
SCALE: NTSC-106
KEYED NOTES
SAW CUT ASPHALT PAVEMENT
REPLACE PAVEMENT FULL DEPTH
MA
TC
HL
IN
E
RE
F
SH
EE
T
C-
MA
TC
HL
IN
E
RE
F
SH
EE
T
C-
LEGEND
FULL DEPTH ASPHALT REPAIR
GENERAL NOTES
1. ALL EDGES OF ASPHALT PAVEMENT MUST BE VERTICAL.
L A
VE
NU
E
ARNOLD AVE.
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
TI
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
35%
DESIGN
W W
YK
RE
PA
IR
A
RN
OL
D
AV
E
BE
TW
EE
N H
AV
E
AN
D
M
AV
E
/1
9/
TH
D
R S
R M
M N
AB
YW
AN
IE
C
C-107
K.
L
EE J
O
LI
J:
\E ng r\D es ig n\ s\
\2
0\ 0_
Su pp or t\0
_3 _D ra w in gs
\M od el
PH
AS
E 1 -
E
AS
T
BO
UN
D
IN
SI
DE
LA
NE
09 20
PHASE 1 - EAST BOUND INSIDE LANE1
SCALE: NTSC-107
KEYED NOTES
SAW CUT ASPHALT PAVEMENT
REPLACE PAVEMENT FULL DEPTH
DEMOLISH 24" OF CONCRETE WHICH MAY BE
ABANDONED CONCRETE STRUCTURE OR ENCASED
UTILITY UNDER ROADWAY.
LEGEND
CONCRETE DEMOLITION - NEW PAVEMENT
IS ASPHALT
MA
TC
HL
IN
E
RE
F
SH
EE
T
C-
FULL DEPTH ASPHALT REPAIR
GENERAL NOTES
1. ALL EDGES OF ASPHALT PAVEMENT MUST BE VERTICAL.
EXISTING
CONCRETE
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
TI
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
35%
DESIGN
W W
YK
RE
PA
IR
A
RN
OL
D
AV
E
BE
TW
EE
N H
AV
E
AN
D
M
AV
E
/1
9/
TH
D
R S
R M
M N
AB
YW
AN
IE
C
C-108
K.
L
EE J
O
LI
J:
\E ng r\D es ig n\ s\
\2
0\ 0_
Su pp or t\0
_3 _D ra w in gs
\M od el
PH
AS
E 2 -
E
AS
T
BO
UN
D
OU
TS
ID
E
LA
NE
10 20
PHASE 2 - EAST BOUND OUTSIDE LANE1
SCALE: NTSC-108
KEYED NOTES
SAW CUT CURB AND GUTTER
REPLACE CURB AND GUTTER
SAW CUT ASPHALT PAVEMENT
REPLACE PAVEMENT FULL DEPTH
REPLACE CONCRETE FLUME
REPLACE CONCRETE SIDEWALK
INSTALL CONCRETE FLUME
MA
TC
HL
IN
E
RE
F C-
LEGEND
CONCRETE SIDEWALK REPLACED
FULL DEPTH ASPHALT REPAIR
GENERAL NOTES
1. ALL EDGES OF ASPHALT PAVEMENT MUST BE VERTICAL.
12" RCP
NEW SD BOX AND
INLET W/ PCC COLLAR
12" RCP
NEW SD BOX AND
INLET W/ PCC COLLAR
TYPE 3 BARRIERS
TYPE 3 BARRIERS
SEE DETAIL
2/DT-102
SEE DETAIL
3/DT-102
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
TI
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
35%
DESIGN
W W
YK
RE
PA
IR
A
RN
OL
D
AV
E
BE
TW
EE
N H
AV
E
AN
D
M
AV
E
/1
9/
TH
D
R S
R M
M N
AB
YW
AN
IE
C
C-109
K.
L
EE J
O
LI
J:
\E ng r\D es ig n\ s\
\2
0\ 0_
Su pp or t\0
_3 _D ra w in gs
\M od el
PH
AS
E 2 -
E
AS
T
BO
UN
D
LA
NE
11 20
PHASE 2 - EAST BOUND LANE1
SCALE: NTSC-109
KEYED NOTES
SAW CUT ASPHALT PAVEMENT
REPLACE PAVEMENT FULL DEPTH
VALVE BOX (VB)
MA
TC
HL
IN
E
RE
F C-
MA
TC
HL
IN
E
RE
F C-
LEGEND
FULL DEPTH ASPHALT REPAIR
GENERAL NOTES
1. ALL EDGES OF ASPHALT PAVEMENT MUST BE VERTICAL.
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
TI
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
35%
DESIGN
W W
YK
RE
PA
IR
A
RN
OL
D
AV
E
BE
TW
EE
N H
AV
E
AN
D
M
AV
E
/1
9/
TH
D
R S
R M
M N
AB
YW
AN
IE
C
C-110
K.
L
EE J
O
LI
J:
\E ng r\D es ig n\ s\
\2
0\ 0_
Su pp or t\0
_3 _D ra w in gs
\M od el
PH
AS
E 2 -
E
AS
T
BO
UN
D
OU
TS
ID
E
LA
NE
12 20
PHASE 2 - EAST BOUND OUTSIDE LANE1
SCALE: NTSC-110
KEYED NOTES
SAW CUT ASPHALT PAVEMENT
REPLACE PAVEMENT FULL DEPTH
MA
TC
HL
IN
E
RE
F C-
LEGEND
FULL DEPTH ASPHALT REPAIR
GENERAL NOTES
1. ALL EDGES OF ASPHALT PAVEMENT MUST BE VERTICAL.
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
TI
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
35%
DESIGN
W W
YK
RE
PA
IR
A
RN
OL
D
AV
E
BE
TW
EE
N H
AV
E
AN
D
M
AV
E
/1
9/
TH
D
R S
R M
M N
AB
YW
AN
IE
C
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13 20
PHASE 3B - WEST BOUND OUTSIDE LANE 3 SIDEWALK REPLACEMENT1
SCALE: NTSC-111
LEGEND
SIDEWALK TO BE REPAIRED
KEYED NOTES
DEMOLISH THE BROKEN SIDEWALK AND REPLACE
WITH NEW PER DETAIL C-12 ON SHEET DT-101.
1 1
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
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SHEET
SHEET NUMBER
SH
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35%
DESIGN
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14 20
PAVEMENT MARKING 1 EAST AND WEST BOUND1
SCALE: NTSC-112
KEYED NOTES
DOMINO CROSSWALK, 2' x 6' WITH A 2' GAP (WHITE)
2' x 10' STOP BAR (WHITE)
BROKEN WHITE LANE LINES ARE 6" WIDE, 8' LONG WITH
A 24' GAP.
6" SOLID WHITE
6" WHITE CROSS HATCH AT 8' ± OC
GENERAL NOTES
1. ALL MARKINGS ON ASPHALT AND CONCRETE SHALL
BE THERMOPLASTIC WITH BEADS
MA
TC
HL
IN
E
RE
F C-
6" DOUBLE YELLOW WITH 6" BETWEEN
6" YELLOW CROSS HATCH, 6' CENTERS
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
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1 2 3 4 5
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SHEET
SHEET NUMBER
SH
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TL
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35%
DESIGN
W W
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PA
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C-113
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15 20
PAVEMENT MARKING 2 EAST AND WEST BOUND1
SCALE: NTSC-113
KEYED NOTES
BROKEN WHITE LANE LINES ARE 6" WIDE, 8' LONG WITH
A 24' GAP.
6" SOLID WHITE
6" WHITE CROSS HATCH AT 8' ± OC
GENERAL NOTES
1. ALL MARKINGS ON ASPHALT SHALL BE
THERMOPLASTIC WITH BEADS
2. ALL MARKINGS ON CONCRETE SHALL BE TRAFFIC
PAINT WITH BEADS
6" DOUBLE YELLOW WITH 6" BETWEEN
6" YELLOW CROSS HATCH, 6' CENTERS
MA
TC
HL
IN
E
RE
F C-
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
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1 2 3 4 5
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SU
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SHEET
SHEET NUMBER
SH
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TL
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35%
DESIGN
W W
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PA
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16 20
Appr. Date: Rev. Date: Rev. No.: Detail No.:
Appr. By: Rev. BY: Title:
Tinker AFB, OK Standard DetailAIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
6" AC Repair A-3m
2" TYPE C AC
6" Stabilized Aggregate Base
2" TYPE A AC
2" TYPE A AC
Tack Coat Tack Coat Prime Coat
6" Lime Modified and Compacted Subgrade
Sealant
Joint Detail
1/4"
NewExisting
1/2" mfd 3/23/2015 1
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 95% MODIFIED PROCTOR
DENSITY.
3. SUBGRADE SHALL BE LIME MODIFIED AT 6% AND SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY, HAVE A CBR > 8
AND A PI < 14.
4. DISTURBED MATERIAL BELOW THE MODIFIED SUBGRADE SHALL BE COMPACTED TO 90% MODIFIED PROCTOR DENSITY.
Appr. Date: Rev. Date: Rev. No.: Detail No.:
Appr. By: Rev. BY: Title:
Tinker AFB, OK Standard DetailAIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
Asphalt Overlay A-9
1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE OKLAHOMA DEPARTMENT
OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
2. OVERLAY THICKNESS WILL BE SPECIFIED ON EACH DELIVERY ORDER.
1 1/2", 2", or 2 1/2" TYPE C AC Tack Coat
Existing Pavement
1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE
OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION.
2. SUBGRADE SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY.
3. SIDEWALK WIDTH SHALL BE AS SPECIFIED IN THE WORK ORDER. MINIMUM = 5' - 0".
4. TOOLED OR SAWED JOINTS SHALL BE SPACED AT THE WIDTH DIMENSION, BUT NO GREATER THAN 6'.
5. EXPANSION JOINTS SHALL BE PLACED EVERY 10TH JOINT.
6. CROSS SLOPE ALL SIDEWALKS 1/8" PER FOOT IN THE DIRECTION OF NATURAL DRAINAGE.
Appr. Date: Rev. Date: Rev. No.: Detail No.:
Appr. By: Rev. BY: Title:
Tinker AFB, OK Standard Detail PCC Sidewalk
C-12
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
4" PCC
6" Scarified & Compacted Subgrade
1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE
OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION.
2. TOOLED OR SAWED JOINTS SHALL BE SPACED WITH THE PCC PAVEMENT JOINTS OR AT 20' IF
PAVEMENT IS AC.
3. EXPANSION JOINTS SHALL BE PLACED EVERY 5th JOINT.
4. EXPANSION JOINTS SHALL BE BRIDGED BY 2 EVENLY SPACED 24" X 1" DIAMETER SMOOTH DOWELS
WITH ONE END FREE TO SLIP.
Appr. Date: Rev. Date: Rev. No.: Detail No.:
Appr. By: Rev. BY: Title:
Tinker AFB, OK Standard Detail 6" Barrier Curb & Gutter
C-13 - 6
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
R2"
6" 2"
8" 1'-4"
Slope 2% (14" / ft)
6" 6"
R1"
Appr. Date: Rev. Date: Rev. No.: Detail No.:
Appr. By: Rev. BY: Title:
Tinker AFB, OK Standard Detail Storm Sewer Inlet Notes
D-6a
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
1. TO ADJUST THE EXISTING STRUCTURE TO NEW PAVEMENT ELEVATION (UP TO 6"):
A. REMOVE OLD FRAME AND GRATES.
B. REMOVE OLD STRUCTURE WALLS
· FOR BRICK: REMOVE A MINIMUM OF 2 COURSES OF BRICK IN THE OLD WALL.
· FOR CONCRETE: REMOVE A MINIMUM OF 6" OF STRUCTURE TOP.
C. STUB ANY NEW PIPE (IF APPLICABLE).
D. REPLACE NEW WALLS ADJUSTED TO NEW PAVEMENT ELEVATION.
· FOR CONCRETE: VERTICAL STEEL SHALL BE #4 BARS TO BE EPOXIED INTO THE OLD STRUCTURE WITH THE SAME SPACING AS EXISTING AND SHALL EXTEND TO WITHIN 2" OF TOP OF THE CONCRETE. HORIZONTAL STEEL SHALL BE
#4 BARS ON 6" C/C BOTH WAYS.
E. REINSTALL OLD FRAME AND GRATES. THE NEW GRATE ELEVATION SHALL BE1
2" BELOW THE SURROUNDING PAVEMENT.
F. INSTALL NEW 2" EXPANSION PREFORMED JOINT FILLER AROUND THE INLET STRUCTURE FOR CONCRETE PAVEMENT
(DEPTH OF PAVEMENT). NO EXPANSION JOINTS ARE NEEDED IN ASPHALT PAVEMENT.
2. TO MODIFY EXISTING INLET STRUCTURE FROM GRATES TO MANHOLE, ALL OF THE ABOVE NOTES APPLY EXCEPT FOR #5.
G. INSTALL NEW R6052-F NEENAH (OR EQUAL) MANHOLE FRAME, CONNECTORS AND LID. THE NEW MANHOLE TOP ELEVATION
SHALL BE EVEN WITH THE SURROUNDING PAVEMENT.
STORM SEWER INLET NOTES
Appr. Date: Rev. Date: Rev. No.: Detail No.:
Appr. By: Rev. BY: Title:
Tinker AFB, OK Standard Detail Storm Sewer Inlet
D-6
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
Appr. Date: Rev. Date: Rev. No.: Detail No.:
Appr. By: Rev. BY: Title:
Tinker AFB, OK Standard Detail RCP Bedding
D-3
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
1. THIS DETAIL COVERS THE INSTALLATION OF REINFORCED CONCRETE PIPE (RCP) USED AS DRAINAGE CONDUIT.
2. INSTALLATION AND MATERIALS SHALL MEET THE REQUIREMENTS OF THE ODOT STANDARD SPECIFICATIONS, SECTION 613.
3. TYPICAL SIZES IN USE ON TINKER AFB ARE 12", 15", 18" AND 24"."
1. ALL MATERIALS, EQUIPMENT AND CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE
OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION.
2. TOOLED OR SAWED JOINTS SHALL BE SPACED EVERY 10 FEET.
3. EXPANSION JOINTS SHALL BE PLACED EVERY 60 FEET.
4. EXPANSION JOINTS SHALL BE BRIDGED BY 4 EVENLY SPACED 24" X 1" DIAMETER SMOOTH DOWELS
WITH ONE END FREE TO SLIP.
Appr. Date: Rev. Date: Rev. No.: Detail No.:
Appr. By: Rev. BY: Title:
Tinker AFB, OK Standard Detail PCC Drainage Flume
C-14
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
6"
8"
6"
8"
R3" R3"
R1
2" R1
2"
6" 6"
3" 6"
2'-8"
#3 bar (typ)
3" 1'-2" 1'-2" 1'-2" 3"
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
CONCRETE COLLAR
AutoCAD SHX Text NEW #4 REBAR ON 6" C/C BOTH WAYS #4 REBAR AROUND STRUCTURE NOTE: WALLS OF STORM SEWER INLETS MAY BE OF BRICK MASONRY OR OF POURED CLASS A CONCRETE TO THE SAME DIMENSIONS. 2" CONCRETE COLLAR LINE
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
EXISTING FRAME AND INLET
AutoCAD SHX Text
NEW CONCRETE COLLAR
AutoCAD SHX Text
CUT OFF LINE OF OLD WALLS
AutoCAD SHX Text
* DISTANCE REQUIRED TO REMOVE 2 COURSES OF BRICK IN THE OLD WALL
AutoCAD SHX Text %%uPLAN%%u
AutoCAD SHX Text 2"
AutoCAD SHX Text
AutoCAD SHX Text
** SAME FOR SINGLE AND DOUBLE GRATE INLET
AutoCAD SHX Text %%uSECTION A-A%%u
AutoCAD SHX Text
AutoCAD SHX Text 2"
AutoCAD SHX Text %%uSECTION B-B%%u
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING FRAME AND INLET
AutoCAD SHX Text
NEW CONCRETE COLLAR
AutoCAD SHX Text
SINGLE GRATE DOUBLE GRATE
AutoCAD SHX Text NOTE: SEE STORM SEWER INLET NOTES ON DETAIL 6a.
AutoCAD SHX Text
DIA.
AutoCAD SHX Text
(UNDISTURBED EARTH)
AutoCAD SHX Text
BOTTOM OF TRENCH
AutoCAD SHX Text
SHAPE BOTTOM OF TRENCH
AutoCAD SHX Text
TO CONTOUR OF PIPE
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
1' MIN.
AutoCAD SHX Text 1'
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
SAND BACKFILL
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
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SHEET
SHEET NUMBER
SH
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35%
DESIGN
W W
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PA
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17 20
ARNOLD TO M AVE, EAST BOUND, NORTH SIDE (TYP.)1
SCALE: NTSDT-102
SOUTH EAST CORNER OF ARNOLD TO M AVE2
SCALE: NTSDT-102
BURGER KING ENTRANCE3
SCALE: NTSDT-102
DOWN
EXISTING SIDEWALK
EXISTING JOINT
NEW SAW CUTS
TRAFFIC SIGNAL POLE
6"X12"X25' CURB,
BOTH SIDES
M
AV
E.
ARNOLD AVE.
ARNOLD AVE.
M
AV
E.
BACKFILL
AND SOD
RELOCATED PEDESTRIAN
SIGNAL POLE
REALIGN BOTH
CROSSWALKS 6"X12"CURB,
BOTH SIDES
6"X12" CURB, BOTH SIDES
EXISTING
SIDEWALK
DO
W
N
DOWN
DO
W
N
DO
W
N
DEMOLISH
PCC SIDEWALK
EXISTING
SIDEWALK
RELOCATED
STOP SIGN
NEW STOP BAR
2'X12'
NEW RAMPS19
'-0
EXISTING
SIDEWALK
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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
W W
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PA
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A
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18 20
ED-101
ELECTRICAL DEMOLITION PLAN
SCALE: NTS
KEYED NOTES
DEMOLISH EXISTING LIGHT FIXTURES, POLES, ARMS. BASES TO REMAIN.
LOCAL DISCONNECT FOR ROADWAY LIGHTING CIRCUIT.
ARNOLD AVE.
N
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EN
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IN
FO
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1 2 3 4 5
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C
B
A
IS
SU
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AT
E:
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
35%
DESIGN
W W
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RE
PA
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A
RN
OL
D
AV
E
BE
TW
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N H
AV
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AN
D
M
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19 20
E-101
ELECTRICAL PLAN
SCALE: NTS
KEYED NOTES
PROVIDE AND INSTALL NEW ROADWAY LIGHTING FICTURES
REPLACE BROKEN HAND-HOLE COVER.
ARNOLD AVE.
L A
VE
H
AV
E.
2 1
N
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B
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1 2 3 4 5
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B
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AN
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REVISED: AUGUST 2021 XL-21LUMINAIRE PLATE:
ANCHOR BASE POLE FOUNDATION
APOLE
HEIGHT
8'-12'
13'-20'
21'-30'
36"
42"
B
12"
31'-40'
72"
78"
16"
24"
30"
"A"
4"
"B"
FINISHED GRADE
INSULATED COPPER
GROUNDING CONDUCTOR
ATTACHED TO INTERNAL LUG
WELDED TO INTERIOR OF POLE.
SIZE PER NFPA 70.
CHAMFER ALL EDGES OF
CONCRETE BASE 1/2"
HANDHOLE - SEE POLE SKETCH
AND SPECIFICATION
POLE - SEE POLE SKETCH AND
SPECIFICATION
CONDUIT STUBBED UP
ADJACENT TO HANDHOLE;
NUMBER AND SIZE AS REQUIRED
COPPER EQUIPMENT
GROUNDING
CONDUCTOR -
ATTACH TO INTERNAL
LUG WELDED TO
INTERIOR OF POLE.
CONDUCTOR TO BE
SAME SIZE AND TYPE
AS SUPPLY PHASE
CONDUCTOR.
CIRCUIT CONDUCTORS
AND CONDUIT TO
POWER SOURCE OR
NEXT POLE
CONCRETE PER
SPECIFICATION
CIRCUIT CONDUCTORS
AND CONDUIT TO
POWER SOURCE OR
NEXT POLE
ANCHOR BOLTS AS
RECOMMENDED BY
MANUFACTURER OF
POLE
#4 BARS VERTICAL AT
6", 3" CLR
#3 TIES AT 12" ON CENTER,
3" CLR
3/4" X 10' GROUND ROD
(4) - #3 TIES @ 3" OC, TOP
(4) - #3 U-TIES,
ANCHOR REINF.
"B"-6"
2' -0
LED ROADWAY LUMINAIRE
REVISED: XL-1LIGHTING PLATE:
NOTE:A:A:THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE THAT MAY MEET THE SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO INDICATE A CERTAIN MANUFACTURER
OR PREFERENCE.
NOVEMBER 2020
LUMINAIRE REQUIREMENTS:
1. HOUSING - DIE-CAST ALUMINUM HOUSING WITH POWDER COAT FINISH.
2. OPTICS - INJECTION MOLDED OPTICS WITH TYPE I, II, III, IV, OR V DISTRIBUTIONS.
BUG UPLIGHT RATING OF U0, WITH GLARE RATING AS DETERMINED BY LIGHTING
ZONE INSTALLED.
3. LIGHT SOURCE - SOLID STATE LEDS, 4000K CCT UON, MINIMUM 70 CRI UON, AND
MINIMUM EFFICACY OF 110 LUMENS/WATT UON. INITIAL LUMEN OUTPUT AS
INDICATED IN LUMINAIRE SCHEDULE.
4. DRIVER - REPLACEABLE, INTEGRAL, HIGH-EFFICIENCY DIMMABLE DRIVER WITH
MINIMUM 0.9 PF, OPERATING VOLTAGE OF 120-277V, THERMAL MANAGEMENT,
AND < 20% THD. ON-OFF CONTROL AND FULLY DIMMABLE DOWN TO 10%
MINIMUM OR AS INDICATED IN LUMINAIRE SCHEDULE. MEETS ELEVATED
10KV/10KA REQUIREMENTS PER IEEE.
5. CERTIFICATION - UL LISTED FOR WET LOCATION, ROHS COMPLIANT. COMPLIES
WITH IES LM79, LM80 AND TM21 TESTING STANDARDS.
6. MOUNTING - ARM-MOUNTED ON POLE.
7. OPTIONS - MOUNTING ARM LENGTH, LIGHT DISTRIBUTION, HOUSE-SIDE SHIELD,
PHOTOCELL, INTEGRATED MOTION SENSOR, AND ANSI 7-PIN RECEPTACLE.
REVISED: NOVEMBER 2020 XL-19LUMINAIRE PLATE:
ANCHOR BASE STEEL/ALUMINUM POLE
TAPERED OR STRAIGHT STEEL OR ALUMINUM POLE.
CROSS SECTIONAL SHAPE AND COLOR AS INDICATED.
NOTES:
COORDINATE TOTAL EPA WITH SPECIFICATIONS.
WIRING HANDHOLE MINIMUM 2 1/2" X 5" CLEAR OPENING
WITH COVER AND STAINLESS STEEL SCREWS.
INTERNAL GROUNDING LUG.
TERMINATE C0NDUITS INTERNALLY, ADJACENT TO
HANDHOLE.
FULL BASE COVER - TW0 PIECE GALVANIZED STEEL.
CONCRETE FOUNDATION - SEE PLATE XL-21.
"U"
POLE
TYPE
TENON OPTION - 2-3/8" TENON WITH PROVISION
FOR WIRING. COORDINATE WITH LUMINAIRE.
XL-26
A
XL-26
B
XL-26
C
XL-26
D
XL-26
E
XL-26
F
XL-26
G
MAST ARM OPTION - COORDINATE WIRING AND BOLT HOLES
WITH MAST ARM PROVIDED.
DIM
1'-6"
"U"
9"
12"
| 01-190230-G001-G-001 |
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| G-001 |
| 02-190230-C001-C001 |
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| 19-190230-E101-E101 |
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| 20-190230-E601-E601 |
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| E601 |
File details come from the government source that posted it. Updated .