Technical Exhibit B - Revised Drawings.pdf
PDF 8 MB Posted
- Attached to
- Fort Hood Paving IDIQ
- Solicitation number
- W91151-22-B-0009
About this file
This solicitation is for an Indefinite Delivery Indefinite Quantity (IDIQ) Paving construction contract to provide services such as constructing new parking lots, roads, resurfacing pavements, striping, repairing tank trails, concrete work, and landscape work at Fort Hood, Texas. The contract value is estimated between $100-250 million. The contractor shall furnish all labor, materials, equipment and transportation to complete the work. The wage determination TX20220007 dated 02/25/2022 applies. The bid guarantee is 20% of the bid price up to $3 million. Performance and payment bonds must equal 100% of the task order price. A site visit will be held on September 8, 2022, and bids are due by October 13, 2022. The contractor must complete all work within task order timelines. The point of contact is Lisa Lewis and questions can be directed to her email.
View the file
Other files
Show all 29
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SHEET
INDEX OF DRAWINGS
HWY 84
HWY 84
HWY 36
F .M
RES.BD.
RES.BD.
R E S . B
D
RES. BD.
R E
S .B
D
KILLEEN
CANTONMENT
AREA
WEST
FORT
HOOD
GATESVILLE
NORTH
FORT
HOOD
RESERVATION
BELTON
LAKE
COPPERAS
COVE
HWY190
HWY190
FORT HOOD AREA MAP
O L
D G
E O
R G
E T
O W
N R
D
E A
S T R
A N
G E R
D
N O
LA
N R
D
FORT HOOD
W E S
T R
A N
G E R
D
C L
A R
K E R
D
H W
Y
35 37
LOCATION
PROJECT
LAREDO
CORPUS
CHRISTI
HOUSTON
AUSTIN
KILLEEN
WACO
FORT WORTH DALLAS
FORT
SMITH
OKLAHOMA
CITY
TULSA
AMARILLO
ALBUQUERUE
SANTA FE
VICINITY MAP
LOUISIANA
MEXICO
MEXICO
TEXAS
ARKANSAS
NEW
MEXICO
ELPASO
OKLAHOMA
GULF OF
SAN ANTONIO
FORT HOOD
WICHITA FALLS
N
SCALE IN MILES
1/2 1
FORT HOOD MILITARY RESERVATION
N
0 100 200
SCALE IN MILES
N
0 5 10
SCALE IN MILES
NORTH SYMBOL
GENERAL SYMBOLS
REVISION NUMBER
DETAIL NUMBER
REFERENCE FROM
REFERENCE TO
G-001
FORT HOOD,TEXAS
FORT HOOD DIRECTORATE OF PUBLIC WORKS-ENGINEERING DIVISION
NOTE BY SYMBOL
SHEET DESCRIPTION
A
A
N
BUILDING LEGEND (POINTS OF INTEREST)
PROJECT SITE
BUILDING 4612 (DIRECTORATE OF PUBLIC WORKS)
DARNALL ARMY HOSPITAL
III CORPS HEADQUARTERS
MAIN CANTONMENT AREA
W E S T R
A N
G E R
D
MONTAGUE VILLAGE
VILLAGEII
COMANCHE
CENTRAL DR
LANDFILL
FT.HOOD
W R
A T
T E
N
PATTON
PARK
NORTH
761ST
NORTH
WALKER VILLAGE
HOOD
ARMY
AIRFIELD
HILLIARD
CENTRAL
TEXAS
COLLEGE
HEIGHTS
WEST
FT.HOOD
VILLAGEIII
MURPHY
TURKEYRUN
T
H
N D
H W
Y
T
H
R
D
M U
R P
H Y
T
H
M A
R T
IN
62ND
WAINWRIGHT
TO
VILLAGEI
COMANCHE
T
H
T
H
LIBERTY VILLAGE
OLD IRONSIDES
E LEGENDS WAY
HELL ON WHEELSC
L
A R
K E R
O A
D C
L A
R K
E R
O A
D
C L E
A R C
R E
E K
US HIGHWAY 190
HELL ON WHEELS
OLD IRONSIDES
WARRIOR WAY
BUSINESS ROUTE 190
US HIGHWAY 190
PERSHING PARK
VENABLE VILLAGE
CHAFFEE VILLAGE
US HIGHWAY 190
RAIL HEAD
McNair Village
TANK DESTROYER RD
COPPERAS COVE RD
WEST RANGE RD
Santa Fe Av e
WAREHOUSE AVE
DESTROYER RD
TA
NK
COPP
ERAS
COVE
RD
O L
D G
E O
R G
R T
O W
N R
D
TURKEYRUN
C L E
A R C
R E
E K
T
H
EAST
R
AN
G E
R D
NORTH NOLAN RD
WEST RANCIER AVE
SOUTH RANGE RD
F T H
O O
D S
T
T .J
M
IL
L S B
L V
D
PROJECT NO: ADXXXXXXP
NPAVING IDIQ CONTRACT
W LEGENDS WAY
TRIANGULAR SLIPBASE ANCHOR SYSTEM022
DELINEATOR & OBJECT MARKER DETAILS II021
DELINEATOR & OBJECT MARKER DETAILS I020
RAISED PAVEMENT MARKERS GUIDANCE019
PAVEMENT MARKING DETAILS II018
PAVEMENT MARKING DETAILS I017
TRAFFIC SIGNS DETAILS016
TYPICAL ADA STRIPING & MARKINGS015
TYPICAL PARKING LOT STRIPING & MARKINGS014
METAL BEAM GUARD FENCE - LONG SPAN013
DOWNSTREAM ANCHOR TERMINAL
METAL BEAM GUARD FENCE - 012
METAL BEAM GUARD FENCE011
CATTLE GUARD DETAILS010
ADA FACILITIES RAMP DETAILS009
SIDEWALK DETAILS008
PEDESTRIAN FACILITIES CURB RAMPS007
CURBS & GUTTERS DETAILS006
CONCRETE PAVEMENT JOINT SEALS005
CONCRETE PAVEMENT SECTIONS & DETAILS004
PAVEMENT DETAILS003
TYPICAL TRAFFIC AREA REPAIRS & DETAILS002
FORT HOOD MAP & SCHEDULE OF DRAWINGS001
F O
R T
H O
O D
DPW
FORT HOOD TEXAS
D ir ec to rat eofPublic
W o rk s
G
E N
G S
V C
\E N
G
IN
E E
R
IN
G \O p e n E n d e d C o n tr a c ts
\O p e n -E n d P a v in g \P a v in g I
D
IQ
\2 W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
I n d e x o f D ra w in g s .d g n
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
O F
A B C D E F
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:3
P
M
A B C D E F
VICINITY BLDG.
F
T
H O
O D
T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
D P
W
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S
-O
C T
-2 n oi siviD gnire en i g n E
C-002
R E
P A
IR
S
D
E T
A
IL
S T
Y P
IC
A
L T
R A
F F
IC
A
R E
A
DPW
FORT HOOD TEXAS
D ir ec to rat eofPublic
W o rk s
G
E N
G S
V C
\E N
G
IN
E E
R
IN
G \O p e n E n d e d C o n tr a c ts
\O p e n -E n d P a v in g \P a v in g I
D
IQ
\2 W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
T y p ic a l
T ra ff ic
A re a R e p a ir s .D
G N
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:3
P
M
A B C D E F
VICINITY BLDG.
F
T
H O
O D
T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
D P
W
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S
-O
C T
-2
REVIEWED BY:
BACK OF
Revisions
Symbol Descriptions Date Approved
FORT HOOD, TEXAS
PROJECT NO.
SCALE REDUCED
0 1'' 2''
DRAWING
DMI NO.DATE:
SCALE:
DRAWN BY:
DESIGNED BY:
AS NOTED
A
HANDICAPPED CURB - RAMP DETAIL
PLAN
3'-0" 3'-0"5'-0"
TERMINATE
CURB
TERMINATE
CURB
LIP OF GUTTER
CURB
NARROW BACK TO 6'-O"
RAMP
SECTION A
NOTE
1. CONTRACTION JOINTS ARE NOT SHOWN FOR CLARITY
N. T. S.
A
3'-0"
S
L A
Y O
U T
P L
A N
EXPANSION JOINT FILLER
SEE LAYOUT PLAN
CONTRACTION
JOINTS
TEE INTERSECTION
ELL INTERSECTION
FILLER TO BE PLACED PARALLEL
CONTRACTION JOINTS
LONGER RUN OF SIDEWALK
CONCRETE SIDEWALK INTERSECTION DETAILSCONCRETE SIDEWALK INTERSECTION DETAILS
N. T. S.
WITH THE LONGE RUN OF THE
SIDEWALK.
NOTES:
SIDEWALK DETAILS
SECTION
CENTER. PROVIDE CENTERLINE CONTRACTION JOINTS IN SIDEWALKS WIDER THAN
8'-0". SPACING OF CENTERLINE CONTRACTION JOINTS SHALL NOT EXCEED 6'-0".
WALK DOES NOT ABUT CURB.
N.T.S.
3'-0" VARIES
V A
R
IE
S
1'-6"
5"
ASECTION
6" X6"-W2.9XW2.9 WELDED
WIRE FABRIC
B
A
JOINT
3 PLACES
CONSTRUCTION JOINT
#4 TIE BARS, 3'-0" LONG
CURB GAP WITH CHUTE
N. T. S.
5'-0"
CONTRACTION JOINT
TOP OF CURB
FACE OF CURB
TOP OF TOE
CLEAR
#4 BARS CONT
SEE CURB AND GUTTER
DETAIL FOR REINFORCING
STEEL PLACEMENT
(ELEVATION)
3"
CURB TERMINAL DETAIL
GUTTER
LINE
5'-0"
CONTRACTION JOINT
TOP OF CURB
FACE OF CURB
TOP OF TOE
CLEAR
#4 BARS CONT
SEE CURB AND GUTTER
DETAIL FOR REINFORCING
STEEL PLACEMENT
(ELEVATION)
3"
CURB TERMINAL DETAIL
GUTTER
LINE
4" 1'-0" 1'-0"
W ƒ
MOUNTABLE CONCRETE CURB AND GUTTER
N. T. S.
SLOPE IS AWAY FROM CURB
SLOPE IS TOWARD CURB
X
FOR USE WHEN PAVEMENT
Z
CURB SCHEDULE
CURB SIZE W X Y Z
3†" 3‚"
4" 4" 2‰" 4"
5" 5" 1Š" 4"
3" 3"
#4 BARS
#4 BARS
FOR USE WHEN PAVEMENT
VALVE BOX DETAIL
SIDEWALK
MANHOLE
2 SIDEWALK
NEW HMAC EXIST. HMAC
1 HANDICAPPED
CURB RAMP
HMAC PAVEMENT
WITH CURB &
GUTTER.
CURB-GUTTER5
OVERLAY AT
INTERSECTION
11HMAC TERMINATION
VALLEY
GUTTER
SURFACE
C O
N C
R A
M P
CURB GAP
& CHUTE
INLET
JUNCTION NEW
& EXIST. HMAC PVMT.
15 SHOULDER REPAIR (HMAC)
HMAC ROAD SECTION
METAL GUARD RAIL - SEE TX
HWY DEPT STD DWGS
BASE REPAIR (AGGREGATE)
GRAVEL ROAD SECTION
11HMAC TERMINATION
PIPE CULVERT
SEE TX HWG DEPT
STD DWGS
TYPICAL TRAFFIC AREA REPAIRS
N.T.S.
4"
1'-5"
7"
FOR USE WHEN PAVEMENT
SLOPE IS AWAY FROM CURB
FOR USE WHEN PAVEMENT
SLOPE IS TOWARD CURB
TOE OF GUTTER
#3 BARS
#4 BARS #4 BARS
GUTTER LINE
STANDARD BARRIER TYPE CONCRETE CURB AND GUTTER
N. T. S.
TRANSITION AREA
A
A
SEE SECTION
B
CL OF VALLEY GUTTER
PLAN VIEW
TRANSITION AREA
B
SEE SECTION
6' - 0"
WIDTH MAY VARY
SEE DETAIL12
SEE DETAIL12
1-1/2" MIN
LEVELING COURSE
6" MIN. DEPTH CONC.
SECTION A-A
TYPICAL VALLEY GUTTER DETAIL
N.T.S.
SIDEWALK
WIDTH IN
20'-0"
4'-0" 6'-0" CURB BEYOND
VARIES FROM 0"
TO 6" HIGHFINISH
GRADE
SLOPE TO MEET
GUTTER LINE
4" THICK CONCRETE WALK
…" Xƒ" JOINT SEALANT
BUTT JOINT
BITUMINOUS
PAVEMENT
SEE LAYOUT
PLAN
S E
E L
A Y
O U
T P
L A
N
CONTRACTION JOINT EXPANSION JOINT
PREMOLDED EXPANSION
JOINT FILLER
AS REQUIRED
REINFORCING
AS REQUIRED
VARIES
V A
R
IE
S
SECTION
6"
B
EXIST. CURB
GUTTER
#4 @ 18" O.C.
EA WAY
6"
PREMOLDED EXP. JT
(1/2" THICK AND
DEPTH OF CONCRETE)
WITH JOINT SEALANT
APPLIED
SECTION B-B
ADJUSTABLE
VALVE BOX
WATER MAIN
VALVE BOX DETAIL 8
M. KRIEGEL
JANICE ROHRABAUGH
MISC ROADS, GROUNDS,
SITE REPAIR AND
IMPROVEMENTS
TYPICAL TRAFFIC AREA REPAIRS AND DETAILS
3"
3'-0"
„" R
1. SIDEWALK REINFORCING SHALL BE 6"X6" -W2.9 X W2.9 WELDED WIRE MESH.
ƒ ƒ"
HMAC OVERLAY AT
CURB & GUTTER
6WHEEL STOP
B-B
NEW HMAC
OVELAY
REMOVE CONC. LIP AND
TRANSITION TO MATCH
NEW VALLEY GUTTER.
CURB GAP
& CHUTE
.............................. ASPHALT REPAIR
#5 BAR @ 12" OCEW
PLACED 3" FROM BOTTOM
(TYPICAL)
10" 10"
2 #5 BAR
T & B
CONT.
#3 BAR STIRRUP CONT.
@ 18" O.C.
2 #5 BAR
T & B
#3 BAR STIRRUP
@ 18" O.C.
CONT.2 #5 BAR
T & B
E D
G E
O F
T R
A V
E L E
D W
A Y
C L
E X
IS
T
IN
G
R O
A D
W A
Y
1" PREFORMED EXPANSION
JOINT MAT'L FULL DEPTH
20 FT. MIN.6 FT.
NEW COMPACTED
FILL MATERIAL
#3 BARS CONT.
ANCHOR ROD
END VIEW
3"
†" O ANCHOR
ROD
WHEEL STOP DETAILS
N.T.S.
11ƒ" ƒ"
2-#3 BARS
ƒ ƒ" I.D. SLEEVES FOR
†"X1'-6" ANCHOR RODS
#3 BARS
@ 14" O.C.NOTE:
APPROVED STANDARD
MANUFACTURED WHEEL
STOP MAY BE USED.,
ƒ
ELEVATION
PLAN
WHEEL STOP DETAILS
N.T.S.
6'-0"
1'-2"1'-2"
1'-2" 1'-2"
3'-8"
1'-4"
1-1/2"
#3 BAR STIRRUP
@ 18" O.C.
1" PREFORMED EXPANSION
JOINT MAT'L FULL DEPTH
ONE LANE
ONE LANE
PLAN VIEW
SECTION VIEW
TANK CROSSING PAD
TANK CROSSING PAD
6" COMPACTED
BASE MAT'L
N.T.S.N.T.S.
EXISTING
TANK TRAIL
TWO LANE RDWAY
OF EXISTING
OF EXISTING
TWO LANE RDWAY
(TYPICAL)
(TYPICAL)
10"
N.T.S.
T Y
P
IC
A L
V A
R
IA
B L
E W
ID
T
H
NEW COMPACTED
FILL MAT'L PLACED
OVER TOE OF NEW
TANK CROSSING PAD
NOTE:
CONSTRUCT TANK CROSSING PAD
SYMETRICALLY ABOUT
C OF EXISTING RDWAYL
NOTE:
BASE MAT'L FOR CURB & GUTTER
IS COMPACTED AGGREGATE
NOTE:
BASE MAT'L FOR CURB & GUTTER
IS COMPACTED AGGREGATE
DIRECTORATE OF PUBLIC WORKS
ADXXXXXXP
TECHNICAL EXHIBIT D TO SOLICITATION W91151-15-D-XXXX
FEB 2011
SEQ. NO.
2.PROVIDE TRANSVERSE CONTRACTION JOINTS AT INTERVALS NOT EXCEEDING 5'-0" ON
3.PROVIDE EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 40'-0 ON CENTER WHERE
n oisiviD gnire en ig
C-003
D E
T A
IL
S
P A
V E
M E
N T
S E
C T
IO
N
DPW
FORT HOOD TEXAS
D ir ec to rat eofPublic
W o rk s
G
E N
G
S V
C \E
N G
IN
E
E R
IN
G
\O p e n
E n d e d
C o n tr a c ts
\O p e n
-E n d P a v in g
\P a v in g
I D
IQ
\2
W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
P a v e m e n t S e c ti o n
D e ta il s .D
G N
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:4
P
M
A B C D E F
VICINITY BLDG.
F
T
H O
O D
T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
D P
W
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S
-O
C T
-2
M
X
M
I N
NEW HMAC 0VERLAY
EXISTING PAVEMENT
EXISTING
BASE MATERIALPRIME HOT MIX ASPHALTIC CONC.
OR LESS
FULL DEPTH ASPHALT
X
M
I N
NEW HMAC 0VERLAY
EXISTING
BASE MATERIAL
PRIME HOT MIX ASPHALTIC CONC.
OR LESS
ASPHALT BASE
NEW AGGREGATE MATERIAL
COMPACTED IN LIFTS
OF 6" MAX
X
M
I N
EXISTING PAVEMENT
EXISTING
BASE MATERIAL
PRIME HOT MIX ASPHALTIC CONC.
OR LESS
TRIM TO
VERTICLE WALL
POTHOLE REPAIR-ASPHALT
N.T.S
PRIME
EXISTING PAVEMENT NEW HMAC OVERLAY
EXISTING BASE MATERIAL
EXISTING CONCRETE
CURB & GUTTER
TYPE A
TACK
EXISTING PAVEMENT
NEW HMAC OVERLAY
FEATHER OUT AT GUTTER
EXISTING BASE MATERIAL
TYPE B
NOTE:
TYPE OVERLAY
(A OR B) TO BE
DESIGNATED BY
TASK ORDER
HMAC OVERLAY AT CURB-GUTTER
17‡"
1"
24†" DIA
18„" DIA
GRAY CAST IRON
APPROX. WEIGHT 200 POUNDS
4"
1" DIA LIFT HOLE
HMAC OVERLAY
R
NOTE:
CONTRACTOR SHALL MAKE FIELD SURVEY TO INSURE
POSITIVE DRAINAGE AT ALL INTERSECTIONS.
NEW HMAC OVERLAY TO EXTEND TO RADIUS OF CURVE
AT CROSS STREET.TAPER THE EXTENDED HMAC OVERLAY
‚" PER FOOT WHERE CROSS-STREET IS PAVED.
FOR UNSURFACED CR0SS-STREET EXTEND HMAC OVERLAY
AT FULL DEPTH.
SECTION A - A
A A
24"
ANGLE FRAME WITH ANCHOR LUGS
CONCRETE
SURFACE INLET GRATE & FRAME
DIMENSION SCHEDULE
PIPE SIZE A
36"
42"
48"
54"
60"
66"
72"
84"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
7'-0"
7'-6"
8'-6"
NOTES:
1. USE 3000 PSI CONCRETE.
2. HOOP ONE BAR AROUND
ALL PIPE OPENINGS
3. ALL LAPS AND EXTENSIONS
OF REIN. TO BE 30 X DIAM.
OF BAR.
4. STD. PRE-CAST MANHOLES
MAY BE USED INSTEAD
5. REINFORCEMENT BAR SIZE
NON-TRAFFIC # 4
UP TO 9K # 5
UP TO 25K # 6
DIMENSION SCHEDULE
NON TRAFFIC AREA
UP TO 9K WHEEL LOAD
UP TO 25K WHEEL LOAD
6" 8" 8"
6"10"10"
8"10"12"
C D E
STANDARD MANHOLE DETAILS
N.T.S.
A
MANHOLE FRAME
AND COVER
McKINLEY TYPE
S24L OR EQUAL
EXTRA REIN. EA.
SIDE OF OPENING
PLAN SECTION A
A S
R E
Q U
IR
E
D E
D
REIN. @ 12"
O.C. E.W. @
CENTER
C (TYP)
OPTIONAL
CONST. JT.
EXTRA REIN
EA. SIDE OF
OPENING
CONST. JT.
(TYP)
(TYP)
(TYP)
WIDTH OF ROAD
HOT MIX SUFACE COURSE
PRIME COAT
WIDTH OF
SHOULDER
1/4" / FT
SLOPE
1/2"/ FT
MAX.
SLOPE
RAW SUBGRADE BASE COURSE
WIDTH OF DITCH
ASSUMED EXISTING
GROUND LINE
MAX.
SLOPE
1/2"/ FT
SLOPE SLOPE
1/4" / FT
SLOPE
1'-0" MIN.
WIDTH OF
SHOULDER
TYPICAL ROAD SECTION - FLEXIBLE
DESIRABLE MAXIMUM SLOPE 1 ON 4; ABSOLUTE MAXIMUM 1 ON 3. PROVIDE SLOPE
PROTECTION WHEN STEEPER SLOPES ARE NECESSARY. DESIRABLE MINIMUM SLOPE 1 ON 6.
N.T.S.
WIDTH OF ROADWIDTH OF
SHOULDER
SLOPE
MAX.
SLOPE
RAW SUBGRADE
WIDTH OF DITCH
ASSUMED EXISTING
GROUND LINE
MAX.
SLOPE
1'-0" MIN.
WIDTH OF
SHOULDER
N.T.S.
VARIES
VARIES
GRAVEL SURFACE COURSE
TYPICAL ROAD SECTION - GRAVEL
1/4" - 1/2"/ FT
DESIRABLE MINIMUM SLOPE OF 1 ON 6.
DESIRABLE MAXIMUM SLOPE 1 ON 4; ABSOLUTE MAXIMUM 1 ON 3.
PROVIDE SLOPE PROTECTION WHEN STEEPER SLOPES ARE NECESSARY.
DIMENSION SCHEDULE
NON TRAFFIC AREA
UP TO 9K WHEEL LOAD
UP TO 25K WHEEL LOAD
6" 8" 8"
6"10"10"
8"10"12"
C D E
NOTES:
1. WHERE PIPE IS REQUIRED
FOR A TEE-OR-4-WAY INTER-
SECTION USE DIMENSION A
UNDER DIMENSION SCHEDULE.
2. USE THE LARGER APPLICABLE
DIMENSION OF A OR B.
3. REINFORCEMENT BAR SIZE:
NON-TRAFFIC # 4
UP TO 9K # 5
UP TO 25K # 6
4. USE 3000 PSI CONCRETE.
5. ALL LAPS AND EXTENIONS
OF REINF. TO BE 30 X DIAM.
OF BAR.
6. STD. PRE-CAST SURFACE
INLETS MAY BE USED INSTEAD.
DIMENSION SCHEDULE
PIPE SIZE A
NUMBER OF
GRATES B
36" OR LESS 4'-0"
1 4'-0"
42" 4'-6"
48"
54"
60"
66"
72"
84"
6'-0"
8'-0"
5'-0"
5'-6"
6'-0"
7'-0"
7'-6"
8'-6"
SECTION A
E D
V A
R
IE
S
OPTIONAL CONST.
JT.
REIN. AT 12"
O.C.E.W. AT
CENTER
HOOP ONE BAR
AROUND EACH
PIPE OPENING
1'-8"
REIN. AT 12" E.W. AT
CENTER OF SLAB
ADD REINFORCED AT
12" WHERE SIZE OF
INLETS REQUIRES
2-BARS & SIDES
OF OPENING
STANDARD SURFACE INLETS
N.T.S.
A
PLAN
GRATE FRAME, SEE DETAIL
C
C CB 1 OR 2
A
C
SAW CUT & TACK COAT
EXIST. BIT. PAVEMENT
EXISTING
UNDERLYING
MATERIAL
1'-0"
6"
PRIME COAT
REMOVE EXISTING MATERIAL
EDGE OF EXISTING
BITUMINOUS PAVEMENT
NEW HOT MIX
SURFACE COURSE
JUNCTURE OF NEW FLEXIBLE & EXISTING FLEXIBLE PAVEMENT
N.T.S.
NEW CURB &
GUTTER
FINISH
GRADE
PRIME COAT
TACK COAT
REMOVE EXISTING
MATERIAL
EDGE OF EXISTING
BITUMINOUS PAVEMENT
MIN2'-0"
6"
EXISTING
UNDERLYING
MATERIAL
EXIST. BIT.
PAVEMENT
SAW CUT &
TACK COAT
1 1/2" NEW HOT MIX
SURFACE COURSE
M
IN
6"
EXISTING CONCRETE
CURB & GUTTER
EXISTING PAVEMENT
NOTE:
NOTE:
N.T.S.
N.T.S
N.T.S
N.T.S
OVERLAY AT INTERSECTION
1/4" / FT
SLOPE
TACK
N.T.S
RING & COVER DETAILS
TYPICAL ASPHALT REPAIRs
REVIEWED BY:
Revisions
Symbol Descriptions Date Approved
FORT HOOD, TEXAS
PROJECT NO.
SCALE REDUCED
0 1'' 2''
DRAWING
DMI NO.DATE:
SCALE:
DRAWN BY:
DESIGNED BY:
AS NOTED
SEQ. NO.
MISC ROADS, GROUNDS,
SITE REPAIR AND
IMPROVEMENTS
DEPARTMENT OF PUBLIC WORKS
ADXXXXXXP
FEB 2011
W91151-15-D-XXXX
TECHNICAL EXHIBIT TO SOLICITATION
CONCRETE PAVING SECTIONS & DETAILS
FLEXIBLE PAVEMENT
NEW CURB & GUTTER ABUTTING EXISTING
CONSTr. jt.
n oisiviD gnire en ig
C-004
J
O
IN
T D
E T
A
IL
S C
O N
C R
E T
E S
E C
T
IO
N
DPW
FORT HOOD TEXAS
D ir ec to rat eofPublic
W o rk s
G
E N
G
S V
C \E
N G
IN
E
E R
IN
G
\O p e n
E n d e d
C o n tr a c ts
\O p e n
-E n d P a v in g
\P a v in g
I D
IQ
\2
W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
C o n c re te S e c ti o n
J o in ts .D
G N
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:4
P
M
A B C D E F
SHEET SIZE PAPER
17" x 11"
34" x 22"
ANSI B
ANSI D
VICINITY BLDG.
F
T
H O
O D
T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
T X
D O
T
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S
-O
C T
-2
F I L
E
D A
T E
DN: DW: CK:FILE:
JOB
COUNTY
SECT
DIST
REVISIONS
HIGHWAY
SHEET NO.
CONT
Standard Division Design
DN:
C TxDOT:
T x D
T a s s u m e s n o r e s p o n s i b i l i t y f o r t h e c o n v e r s i o n o f t h i s s t a n d a r d t o o t h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r o m i t s u s e
T h e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e
T e x a s
E n g i n e e r i n g
P r a c t i c e
A c t
N o w a r r a n t y o f a n y k i n d i s m a d e b y
T x D f r a n y p u r p o s e w h a t s o e v e r
I S
C L
A I M
E R
TO PREVENT BOND
DOWELS, COATED
DOWEL
LENGTH
2/ T
T
3/ T
TRANSVERSE CONTRACTION JOINT
SECTION X-X
SECTION Y-Y
LONGITUDINAL CONSTRUCTION JOINT
METHOD B
MATERIAL
JOINT SEALING
MULTIPLE-PIECE
SINGLE OR
TIE BARS
2/ T
L = 42" FOR #5 BAR
L = 50" FOR #6 BAR
L/
T
METHOD B
MATERIAL
JOINT SEALING
L
LC
3 SAWCUTT
2/ T
SINGLE PIECE
TIE BARS
L = 42" FOR #5 BAR
L = 50" FOR #6 BAR
T
WARPING JOINT
OF LONGITUDINAL
METHOD B
MATERIAL
JOINT SEALING
SECTION Z-Z
LONGITUDINAL CONTRACTION JOINT
>= 10.5
(IN.)
SPACING
AVERAGE
1" X 18" 12
1 ‚" X 18"
TABLE NO.1 DOWELS (SMOOTH BARS)
(IN.)
T
THICKNESS
SLAB
6 to 7.5
8 to 10
LENGTH
AND
BAR DIA.
6 to 7.5 #5
#6>= 8
(IN.)
T
THICKNESS
SLAB
BAR SIZE
(IN.)
SPACING
AVERAGE
TABLE NO.2 TIE BARS (DEFORMED BARS)
TYPICAL PAVEMENT LAYOUT
PLAN VIEW (NOT TO SCALE)
Z ZY Y OR
OR SHOULDER
TRAVEL LANE
TRAVEL LANETRAVEL LANE
F T
J O
IN
T
S P
A C
IN
G
JOINT
CONTRACTION
TRANSVERSE
JOINT
CONTRACTION
TRANSVERSE
18"
@ 12"
DOWEL SPACING 18"
BARS
DOWEL
X
T
IE
B A
R S
P A
C
IN
G
TIE BARS
CONTRACTION JOINT
OR
CONSTRUCTION JOINT
LONGITUDINAL
STANDARD SHEET "CONCRETE PAVING DETAILS, JOINT SEALS."
THE DETAIL FOR JOINT SEALANT AND RESERVOIR IS SHOWN ON12.
BASKETS ARE USED, REMOVE THE SHIPPING WIRES.
AND VERTICALLY UNLESS OTHERWISE SPECIFIED.WHERE DOWEL BAR
DOWEL BAR PLACEMENT TOLERANCE SHALL BE +/- 1/4 IN. HORIZONTALLY11.
MEANS APPROVED BY THE ENGINEER.
SHALL COINCIDE WITH PAVEMENT JOINTS AND MAY BE FORMED BY ANY
WHEN AN MONOLITHIIC CURB IS SPECIFIED, THE JOINT IN THE CURB10.
REQUIREMENTS IN ITEM 361.
BARS WITH TYPE III, CLASS C EPOXY. MEET THE PULL-OUT TEST
COMPENSATION BY DRILLING MIN. 10 IN. DEEP AND GROUTING TIE
REPLACE MISSING OR DAMAGED TIE BARS WITHOUT ADDITIONAL9.
CONCRETE COVER FROM THE BACK OF GUTTER TO THE END OF TIE BAR.
BAR LENGTH OR POSITION MAY BE ADJUSTED. PROVIDE 3 IN. OF
WHEN TYING CONCRETE GUTTER AT A LONGITUDINAL JOINT, THE TIE8.
SLAB THICKNESS (T/3).
CONTRACTION JOINT (SECTION Z-Z) SHALL BE ONE THIRD OF THE
SHOWN IN THE PLANS. THE SAW CUT DEPTH FOR THE LONGITUDIANL
LONGITUDINAL CONTRACTION JOINT (SECTION Z-Z) UNLESS OTHERWISE
THE JOINT BETWEEN OUTSIDE LANE AND SHOULDER SHALL BE A7.
LOCATION IS SHOWN ELSEWHERE ON THE PLANS.
LOCATED WITHIN 6 IN. OF THE LANE LINE UNLESS THE JOINT
JOINT (SECTION Z-Z OR SECTION Y-Y). THESE JOINTS SHALL BE
PAVEMENT WIDTHS OF MORE THAN 15 FT. SHALL HAVE A LONGITUDINAL6.
CONCRETE ADJACENT TO ALL THE FORMED JOINTS.
USE HAND-OPERATED IMMERSION VIBRATORS TO CONSOLIDATE THE5.
METHODS APPROVED BY THE ENGINEER.
OR WOOD FORMS EQUAL IN DEPTH TO THE DEPTH OF PAVEMENT, OR BY
TRANSVERSE CONSTRUCTION JOINTS MAY BE FORMED BY USE OF METAL4.
15 FT. UNLESS OTHERWISE SHOWN IN THE PLANS.
THE SPACING BETWEEN TRANSVERSE CONTRACTION JOINTS SHALL BE3.
SPECIFICATION FOR "CONCRETE PAVEMENT".
AND LOAD TRANSFER DEVICES REFER TO THE GOVERNING
FOR FURTHER INFORMATION REGARDING THE PLACEMENT OF CONCRETE2.
NOT COVERED BY THIS STANDARD.
WIDER THAN 100 FT. WITHOUT A FREE LONGITUDINAL JOINT ARE
CROSS-SLOPE SHALL BE SHOWN ELSEWHERE IN THE PLANS. PAVEMENTS
DETAILS FOR PAVEMENT WIDTH, PAVEMENT THICKNESS AND THE CROWN1.
GENERAL NOTES
n oisiviD gnire en ig
DPW
FORT HOOD TEXAS
D ir ec to rat eofPublic
W o rk s
G
E N
G S
V C
\E N
G
IN
E E
R
IN
G \O p e n E n d e d C o n tr a c ts
\O p e n -E n d P a v in g \P a v in g I
D
IQ
\2 W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
J o in t S e a ls
.d g n
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:4
P
M
A B C D E F
SHEET SIZE PAPER
17" x 11"
34" x 22"
ANSI B
ANSI D
VICINITY BLDG.
F
T H
O O
D T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
T X
D O
T
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S -O
C T
-2
DN: DW:FILE:
JOB
COUNTY
SECT
DIST
REVISIONS
HIGHWAY
SHEET NO.
CONT
F I L
E
D A
T E
Standard Division Design
DN: CK:
DECEMBER 2014C TxDOT:
ƒ
T x D
O T a s s u m e s n o r e s p o n s ib il it y f o r t h e c o n v e r s io n o f th is s ta n d a r d t o o th e r f o r m a ts o r f o r i n c o r r e c t r e s u lt s o r d a m a g e s r e s u lt in g f r o m i ts u s e
T h e u s e o f th is s ta n d a r d i s g o v e r n e d b y t h e
T e x a s E n g in e e r in g P r a c ti c e
A c t"
N o w a r r a n ty o f a n y k in d i s m a d e b y T x D
O T f o r a n y p u r p o s e w h a ts o e v e r
D
IS
C L A
IM
E
R
CONTRACTION JOINT
LONGITUDINAL SAWED
COMPOUND
SEALING
JOINT
COMPOUND
SEALING
JOINT
ROD
BACKER
COMPOUND
SEALING
JOINT
COMPOUND
SEALING
JOINT
ROD
BACKER
OR EQUIVALENT.
MATERIAL BOARDS
BITUMINOUS FIBER
PREFORMED
BACKER ROD
OR EQUIVALENT.
MATERIAL BOARDS
BITUMINOUS FIBER
PREFORMED
METHOD B: JOINT SEALING COMPOUND
CONSTRUCTION JOINT
LONGITUDINAL OR TRANSVERSE
CONTRACTION JOINT
TRANSVERSE SAWED
EXPANSION JOINT
TRANSVERSE FORMED
COMPOUND
SEALING
JOINT
ISOLATION JOINT
FORMED
T
T O
T
T
COMPOUND
JOINT SEALING
GENERAL NOTES
SAW CUT
INITIAL
/4
T O
/2
/8
1/4" 1/8" - 1/4"
1-16" - 1/4"
/8
/2
T O
/4
1/4" 1/8" - 1/4"
/2
M
IN
/4
T
O
/2
3/8" 1/8" - 1/4"
1-16" - 1/4"
STRUCTURES.
GUTTER, OLD AND NEW PAVEMENTS, OR AROUND DRAINAGE INLETS, MANHOLES, FOOTINGS AND LIGHTING AND A STRUCTURE. ISOLATION JOINTS MAY BE USED FOR BRIDGE ABUTMENTS, INTERSECTIONS, CURB AND ISOLATION JOINTS ACCOMMODATE HORIZONTAL AND VERTICAL MOVEMENTS THAT OCCUR BETWEEN A PAVEMENT9.
THE JOINTS SHALL BE CLEANED IN ACCORDANCE WITH THE ITEM 704 "RESEALING OF JOINTS IN RIGID PAVEMENT" 8.
MAINTAINING EXISTING JOINTS.
USE JOINT SEALANT CLASS 5 OR 8 AT NEW JOINTS. USE JOINT SEALANT CLASS 4,5,7,OR 8 FOR FOR TRANSVERSE SAWED CONTRACTION, TRANSVERSE FORMED EXPANSION JOINT, AND ISOLATION JOINT7.
SEALANT CLASS 5 OR 8 UNLESS OTHERWISE SHOWN ON THE PLAN OR APPROVED.
FOR SAWED LONGITUDINAL JOINT, LONGITUDINAL OR TRANSVERSE CONSTRUCTION JOINT, USE JOINT 6.
REFER TO DMS-6310 "JOINT SEALANTS AND FILLERS" FOR THE CLASSIFICATIONS. 5.
COMPRESSION SEAL MANUFACTURER'S RECOMMENDATION.
DIMENSIONS d1, d2, AND d3 SHOWN IN METHOD A SHALL BE IN ACCORDANCE WITH THE PREFORMED4.
FOR THE LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS AND THE SAWED JOINTS.
THE JOINT RESERVOIR FOR SEALANT OR PCS SHALL BE SAWED UNLESS OTHERWISE SHOWN ON THE PLANS3.
THE LOCATION OF JOINTS SHALL BE AS SHOWN ELSEWHERE IN THE PLANS.2.
UNLESS OTHERWISE SHOWN IN THE PLANS, METHOD "B" SHALL BE USED.1.
C-005
J O
IN
T
S E
A L
S C
O N
C R
E T
E P
A V
IN
G n oisiviD gnire en ig
C-006
KEY NOTES:
FULL DEPTH REPAIR WITH 3" HMAC TXDOT TYPE D 50 GYRATION
INSTALL 10'' NEW FLEXIBLE BASE
SECTION 301.
APPLY PRIME COAT TO BASE MATERIAL I.A.W. WITH CURRENT OEP CONTRACT,
RE-PROCESS 4" OF EXISTING SUBGRADE TO 95% COMPACTION
E
T A
IL
S
C U
R B
G
U T
T E
R
DPW
FORT HOOD TEXAS
D ir ec to rat eofPublic
W o rk s
G
E N
G S
V C
\E N
G
IN
E E
R
IN
G \O p e n E n d e d C o n tr a c ts
\O p e n -E n d P a v in g \P a v in g I
D
IQ
\2 W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
C u rb
G u tt e r.
D G
N
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:4
P
M
A B C D E F
SHEET SIZE PAPER
17" x 11"
34" x 22"
ANSI B
ANSI D
VICINITY BLDG.
F
T
H O
O D
T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
D P
W
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S
-O
C T
-2
SCALE: 1/4" = 1'
FULL DEPTH REPAIR DETAIL
C
C
SCALE: 1 1/2" = 1'
SCALE: 1 1/2" = 1'
CURB AND GUTTER
RIBBON CURB
CURB TRANSITION
SCALE: NTS
R = 1/4"
0'-3"
0'-6"
0'-2"
R = 1/4"
/2
R = 0'-2"
2'-0"
0'-3"
MIN 2%
MIN 2%
R = 1/4"
ROADWAY
WIDTH
PAVEMENT
R = 1/4"
1'-0"
C309, AND D1752.
ALL WORK AND MATERIAL SHALL CONFORM TO ASTM A615, A615M, 14.
WITH TXDOT ITEM 300 AND ITEM 340.
THE CURB AND JOINTS WITH ASPHALT PAVEMENT IN CONFORMANCE
APPLY A THIN UNIFORM TACK COAT TO THE CONTACT SURFACE OF13.
EXTEND 6" BEHIND BACK OF CURB.
BASE BETWEEN BOTTOM OF CURB AND TOP SUBGRADE THAT SHALL
ALL CURBS SHALL HAVE A MINIMUM OF 4" OF COMPACTED FLEXIBLE 12.
OR RIPRAP.
WHERE CURB OR CURB AND GUTTER IS ADJACENT TO SIDEWALK
ONE HALF INCH EXPANSION JOINT MATERIAL SHALL BE PROVIDED 11.
RETURNS AT STREETS, AND AT LOCATIONS DIRECTED BY THE COR.
EXPANSION JOINTS SHALL BE PROVIDED AT STRUCTURES, CURB
OF CURB AND GUTTER IS NOT ADJACENT TO CONCRETE PAVEMENT,
ADJACENT TO JOINTED CONCRETE PAVEMENT. WHERE PLACEMENT
TO MATCH PAVEMENT JOINTS IN ALL CURBS AND CURB AND GUTTER
EXPANSION AND CONTRACTION JOINTS SHALL BE CONSTRUCTED 10.
AND CONSTRUCTION METHODS.
EXPANSION JOINT INTERVALS NOT TO EXCEED 40'-0" FOR ALL CURBS 9.
EXPANSION JOINTS AS PER STANDARD ASTM D-1752.8.
REMOVED AT EXISTING JOINTS.
ALL EXISTING CURBS TO BE REMOVED SHALL BE SAWED OR 7.
CONTROL JOINT SPACING SHALL NOT EXCEED 10'-0".6.
BROOM FINISH EXPOSED SURFACE.5.
MINIMUM RADIUS OF 1/4 INCH.
ROUND EXPOSED SHARP EDGES WITH A ROUNDING TOOL TO A 4.
BE PLACED AT FOUR FEET C~C.
HORIZONTAL BARS AND TRANSVERSE REINFORCING BARS SHALL 3.
SHOWN.
REINFORCING BARS SHALL BE NO. 4, UNLESS OTHERWISE 2.
CONCRETE SHALL BE 3,500 PSI.1.
DOWEL DETAIL.
CURB EXPANSION JOINT
LOCATION (TYP.), SEE
#4 REBAR AND DOWEL
DOWEL DETAIL.
CURB EXPANSION JOINT
LOCATION (TYP.), SEE
#4 REBAR AND DOWEL
(SEE CURB TRANSITION NOTE)
5'-0" CURB TRANSITION (0" TO 5")
TOP OF CURB
IN HEIGHT
CHANGE
0'-6"
0'-3" (TYP)
GENERAL NOTES:
OR RIBBON CURB
TOP OF PAVEMENT
C
C
C
C
C
C
CURB EXPANSION JOINT DOWEL DETAIL
SCALE: 1 1/2" = 1'006
C
24" - #4 SMOOTH DOWEL
16" DOWEL COATING
2" MIN.
TOP OF CURB
SPILL & CATCH
0'-3" (TYP.)
#4 BAR (TYP.)
MATERIAL
EXPANSION JOINT
1/2" PREMOLDED
AND HAVE A CLOSED END
DOWEL AND BE SECURE
DOWEL SLEEVE TO FIT
#4 BAR (TYP.)
0'-3" (TYP.)
1-1/4" MINIMUM
2" MINIMUM
DOWEL ROD SUPPORTS
C
TRANSITION. CHANGES MUST BE APPROVED BY THE COR.
FIELD CONDITIONS MAY REQUIRE A LONGER OR SHORTER
CURB TRANSITION NOTE:
n oi siviD gnire en i g
D ir ec to rat eofPublic
W o rk s
G
E N
G
S V
C \E
N G
IN
E
E R
IN
G
\O p e n
E n d e d
C o n tr a c ts
\O p e n
-E n d P a v in g
\P a v in g
I D
IQ
\2
W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
P e d e s tr ia n
C u rb s .d g n
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:4
P
M
A B C D E F
SHEET SIZE PAPER
17" x 11"
34" x 22"
ANSI B
ANSI D
VICINITY BLDG.
F
T H
O O
D T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
T X
D O
T
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S -O
C T
-2
C-007
S
PACE
T
URNI
NG
MAX.
8.3%
MAX.
MAX.
RAMP 8.3%
RAMP 8.3%
TURNING
SPACE
SIDEWALK
X
SPACE
TURNING
X
5'
MI
N. 5' MIN.
5' MIN.
5'
MIN.
MAX.
8.3%
8.3%
2%
TYPE 5
5'MIN.
X
SIDEWALK
E Q
U A L
R
A M P
S L
O P E
SPACE
TURNING
WITH CROSSWALK.
ALIGN CURB PARALLEL
GUTTER LINE
FLARE
FLARE
MAX.
8.3%
MAX.
8.3%
MAX.
2%
4' MIN.
5'PREFERRED
6'DESIRABLE
5'MIN.
FLARE
TYPE 7
OF CURB
PROJECTED BACK
PUSH BUTTON (TYP)
OF PEDESTRIAN
PREFERRED LOCATION
5'MIN.
2'MIN.
TYPE 2 TYPE 3
(SIDEWALK SET BACK FROM CURB)
TYPE 21
TYPE 22
ELSEWHERE IN THE PLANS.
NOTE: CURB DETAILS ARE SHOWN
PERPENDICULAR CURB RAMP
6'DESIRABLE
5'MIN. 8.3%
Max.
8.3% Max.
6'DESIRABLE
5'MIN.
SEE GENERAL NOTES ON SHEET 2 OF 4 FOR MORE INFORMATION.
GUTTER LINE
BREAK LINE
BOTTOM GRADE
GUTTER LINE
S L
O P E
E Q
U A L
R
A M P
SIDEWALK
SPACE
TURNING
X
GUTTER LINE
S L
O P E
E Q
U A L
R
A M P
5'MIN.
SIDEWALK WIDTH
RAMP WIDTH =
6'PREFERRED,5'MIN.
SIDEWALK WIDTH
RAMP WIDTH =
4' MIN.
5' PREFERRED
8.3%
5' MIN.
5' MIN.
MAX.
RAMP
TYPE 6
2% MAX.
PUSH BUTTON (TYP)
OF PEDESTRIAN
PREFERRED LOCATION
F I L
E
D A
T E
D I S
C L
A I M
E R
T h e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e
T e x a s
E n g i n e e r i n g
P r a c t i c e
A c t
N o w a r r a n t y o f a n y k i n d i s m a d e b y
T x D r a n y p u r p o s e w h a t s o e v e x
D O
T a s s u m e s n o r e s p o n s i b i l i y r t h e c o n v e r s i o n o f t h i s s t a n d a d h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r o m i t s u s e
JOB
COUNTY
SECT
DIST
REVISIONS
HIGHWAY
SHEET NO.
CONT
PED-18
CURB RAMPS
PEDESTRIAN FACILITIES
GUTTER LINE
GRADE BREAK
OF PAYMENT
RAMP LIMITS
NOTES / LEGEND:
CIRCULATION PATH.
NOT PART OF PEDESTRIAN
NON-WALKING SURFACE
DENOTES PLANTING OR
DETECTABLE WARNING SURFACE
IF APPLICABLE.
OF PEDESTRIAN PUSH BUTTON
DENOTES PREFERRED LOCATION
CURB RAMP AT CONNECTION TO ROADWAY
TYPICAL SECTION OF PERPENDICULAR
WARNING SURFACES.
THAN 6' WIDE, ELIMINATE DETECTABLE
SURFACE BETWEEN. IF MEDIAN IS LESS
WITH A MINIMUM 2' USUAL SIDEWALK
AT EACH END OF THE CUT-THROUGH RAMP
INSTALL DETECTABLE WARNING SURFACE
COMBINATION ISLAND RAMPS
8.3% MAX.
RAMP
FLARE
I
N
8.3% MAX.
RAMP
8.3% MAX.
RAMP
FLARE
FLARE
CURB RAMPS AT MEDIAN ISLANDS
TYPE 20
TYPE 1
SPACE OR TRANSITION TO STREET.
ON ANY PORTION OF RAMP, TURNING
CROSS SLOPE NOT TO EXCEED 2%
DIRECTIONAL RAMPS WITHIN RADIUS
TYPE 10
(SIDEWALK ADJACENT TO CURB)
5'MIN.
SIDEWALK WIDTH
RAMP WIDTH =
RAMP SLOPE
SHALL BE FLUSH.
SURFACE SLOPES AT GRADE BREAKS
WILL NORMALLY BE AT GUTTER LINE.
BOTTOM GRADE BREAK OF CURB RAMP
COMBINATION CURB RAMPS
BREAK LINE
BOTTOM GRADE
2% MAX.
(TYP)
GRADE BREAK
X
E Q
U A L
R
A M P
S L
O P E
SPACE
TURNING
GUTTER LINE
BREAK LINE
BOTTOM GRADE
SIDEWALK
TYPE 10
FOR REFUGE
6' MIN.
5' MIN.
TYPE 7
MAX
4'
MI
N.
5' P
REFERRED
8.3%
8.3% Max.
8.3% Max.
BREAK LINE
BOTTOM GRADE
BEYOND
CONTINUOUS CURB
X
SURFACE OR PROTECT DROP OFF (TYP)
PLANTING OR OTHER NON-WALKING
5'MIN.5'MIN.
SPACE OR TRANSITION TO STREET.
ON ANY PORTION OF RAMP, TURNING
CROSS SLOPE NOT TO EXCEED 2%
8.3%
MAX.
PARALLEL CURB RAMP
COUNTER SLOPE
5% MAX.
MAX.
2%
MAX.
RAMP
RAMP
RAMP
RAMP
RAMP
VINCENT J. PARKER: TXDOT ROADWAY CAD STANDARDS MANAGER 06-29-2017
VINCENT J. PARKER: TXDOT ROADWAY CAD STANDARDS MANAGER 06-29-2017
BLENDED TRANSITION
(FLUSH LANDING)
2%Max.
2%MAX
FLARE
M A
X
PATH
CIRCULATION
PEDESTRIAN
V A R I E S
Standard Division Design
FILE:
C TxDOT:
ped18
MARCH,2002
DN:TxDOT DW:VP CK:KM CK:PK & JG
SPACE
TURNING
SPACE
TURNING
PEDESTRIAN PUSH BUTTON.
FOR CLEAR SPACE AT
EXTRA WIDTH MAY BE REQUIRED
SPACE
TURNING
TURNING SPACE
5'MIN.
6'PREFERRED,5'MIN.
SIDEWALK WIDTH
RAMP WIDTH =
PUSH BUTTON
WITHOUT PEDESTRIAN
PUSH BUTTON
WITH PEDESTRIAN
PUSH BUTTON
WITH PEDESTRIAN
REVISED 08,2005
REVISED 06,2012
REVISED 01,2018
VINCENT J. PARKER: TXDOT ROADWAY CAD STANDARDS MANAGER 01-2018
FLARE
C U
R B
R A
M P
S P
E D
E S
T R
IA
N
F A
C
IL
IT
IE
S
TURNING SPACE
5'X 5'(MIN.)
n oi siviD gnire en i g n E
2% Max.
2% MAX.
2% Max.
2% Max.
C-008
A
R K
IN
G
D E
T A
IL
S
S
ID
E W
A L
K
DPW
FORT HOOD TEXAS
D ir ec to rat eofPublic
W o rk s
G
E N
G S
V C
\E N
G
IN
E E
R
IN
G \O p e n E n d e d C o n tr a c ts
\O p e n -E n d P a v in g \P a v in g I
D
IQ
\2 W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
S id e w a lk
.D G
N
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:4
P
M
A B C D E F
VICINITY BLDG.
F
T
H O
O D
T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
D P
W
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S
-O
C T
-2
38 IN.
I N
I
N
I
N
AREA: 36.50 SF
REMOVAL
AREA: 12.00 SF
INSTALLED
SCALE: 1/4" = 1'008
C
C
HELMETED BICYCLIST SYMBOL8
FIRE LANE
LETTERING
4" WHITE
10' MAX SPACING CENTER TO CENTER
NO PARKING
LANE
6" RED FIRE
I N
I
N
NOTES:
FLUSH FILLED
@ 30 FT. O.C.
1/2" JOINT SEALANT
JOINT MATERIAL
PREFORMED EXPANSION WELDED WIRE FABRIC
SCALE: NTS
SHARED-LANE MARKING6
C
C
AREA: 38.00 SF
REMOVAL
AREA: 10.00 SF
INSTALLED
40 IN.
EDGE LINE
4 FT. MIN. FROM
SCALE: 1/2" = 1'008
C
TYPICAL FIRE LANE STRIPING
C
ON CURB IF APPLICABLE.
CONTRACTOR SHALL PAINT
NOTE:
SLOPE TO DRAIN
TO DRAIN
AWAY FROM SIDEWALK
FINISHED GRADE, SLOPE
FINISH
BROOM
1/4" R
XX X X
X
1.8% (2% MAX)
WIDTH AS NOTED
COMPACTED TO 95%.
EXISTING SUBGRADE
1'-0"
NOT EXCEEDING 40'-0" ON CENTER.
CONTRACTOR SHALL PROVIDE EXPANSION JOINTS AT INTERVALS 2.
CONTRACTION JOINTS SHALL NOT EXCEED 5'-0".
IN SIDEWALKS NOT LONGER THAN 5'-0". SPACING OF CENTERLINE
CONTRACTOR SHALL PROVIDE CENTERLINE CONTRACTION JOINTS 1.
WELDED WIRE FABRIC
6X6 - W2.9 X W2.9
SIDEWALK
CEMENT CONCRETE (PCC)
4" THICK 3500 PSI PORTLAND
SCALE: NTS
TYPICAL SIDEWALK SECTION1
C
C
DENSITY
OF MAXIMUM
COMPACTED TO 95%
6" FLEX-BASE MATERIAL
DIAMOND PLATE
1/4" STEEL
2'-0" 1'-2" 2'-0"
6" 1'-0" 6"
2'-0"
/4
1"
SIDEWALK
CONCRETE
SCALE: 1/2" = 1'
SIDEWALK CULVERT DETAIL3
C
C
BE USED AS AN ALTERNATIVE TO SAW CUT JOINTS.
1-1/4" DEEP PLASTIC JOINT FORM OR TOOLED JOINTS MAY2.
PLACEMENT.
CONTRACTION JOINTS SHALL BE MADE WITHIN 12 HOURS OF CONCRETE1.
NOTES:
T Y
P
/4
TYP.
0'-1/8 "
JOINT
CONTRACTION
JOINT
ISOLATION
EXPANSION/
SCALE: NTS
C
C
TYPICAL JOINT DETAILS
* INSTALL PER MANUFACTURE'S INSTRUCTION
MARKING
PIANO KEY
CURB
2' (TYP)
FOGLINE
1' (TYP) AT EDGE
CURB
OF ROADWAYCL
8'-0"
TYP
4'-0"
STOP LINE
24" WHITE
NOTE:
BY THE COR IN THE FIELD.
CROSSWALK SHALL BE APPROVED
FINAL PLACEMENT OF STOP BAR AND
FACE OF CURB IS ≥ 4'.
CROSSWALK MARKING AT FOGLINE SHALL BE 2' WIDE IF FOGLINE TO 5.
FACE OF CURB DIMENSION IS < 4'.
CROSSWALK MARKING AT FOGLINE SHALL BE 1' WIDE IF FOGLINE TO 4.
ENGINEER.
CROSSWALK MARKING STYLE TO BE DETERMINED BY THE TRAFFIC 3.
GAP WIDTH SHALL BE 2' MINIMUM.2.
APPROVED BY THE COR.
PREFORMED (90 MILLIMETER MINIMUM), UNLESS OTHERWISE
MATERIAL SHALL BE THERMOPLASTIC, HOT APPLIED OR HEAT FUSED 1.
NOTES:
8'-0"
CROSSWALK BARS
2' WIDE (TYP)
SCALE: 1" = 10'
CROSSWALK MARKING DETAIL4
C
C SCALE: 1" = 10'008
C C
5 STRIPING DETAIL
STOP BAR AND CROSSWALK
n oisiviD gnire en ig
M P
D E
T A
IL
S
C-009
FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINES.13.
PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET.12.
THE ENGINEER.
ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY
SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER11.
CURB RAMPS AND LANDINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH "SIDEWALKS".10.
ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB.
HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON 9.
SHOWN ON THE PLANS.
EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE 8.
TOP OF CURB RAMPS, SHALL BE CUT THROUGH LEVEL WITH THE SURFACE OF THE STREET.
SMALL CHANNELIZATION ISLANDS, WHICH DO NOT PROVIDE A MINIMUM 5'X5' LANDING AT THE7.
STANDARDS (TAS) AND 16 TAC 68.102.
AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY
ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT REFLECTIVE VALUE,6.
IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES.
IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE APPROACH
NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE
CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD5.
MAXIMUM ALLOWABLE CROSS SLOPE ON LANDING AND CURB RAMP SURFACES IS 2%.4.
VEHICULAR TRAVEL PATH.
WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL
MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 4'X4' 3.
LANDINGS SHALL BE 5'X5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY DIRECTION.2.
APPROACH AS DIRECTED.
DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE OF
ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL STILL1.
NOTES:
DPW
FORT HOOD TEXAS
D ir ec to rat eofPublic
W o rk s
G
E N
G S
V C
\E N
G
IN
E E
R
IN
G \O p e n E n d e d C o n tr a c ts
\O p e n -E n d P a v in g \P a v in g I
D
IQ
\2 W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
A D
A R a m p D e ta il s .d g n
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:5
P
M
A B C D E F
VICINITY BLDG.
F
T
H O
O D
T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
T X
D O
T
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S
-O
C T
-2
M
IN
FACE OF CURB
D
IR
E C
T
IO
N
T R
A V
E L
P E
D E
S T
R
IA
N
M
A
M
IN
PEDESTRIAN TRAVEL)
(DOMES TO RUN PARALLEL TO
DETECTABLE WARNING SURFACE
LANDING
JOINT
& TYP.
4" MAX.
C
C
PAVER INSERT
NO. 3 REBAR AROUND
ON-CENTER BOTH WAYS
NO. 3 REBAR AT 18" (MAX.)
AS REQUIRED
EXPANSION JOINT
(TYP.)
SIDE FLARE
APPLICABLE SPECIFICATIONS
SHALL CONFORM TO
CLASS A CONCRETE -
PERMISSIBLE
JOINT
CONTROL
WARNING PANEL
PREFABRICATED DETECTABLE
M
IN
@ 95% COMPACTION PER ASTM
6" FLEXIBLE MATERIAL
MANUFACTURER'S PRODUCT MANUAL FOR PROPER INSTALLATION.
HEREIN FOR THE PLACEMENT OF LANDSCAPE PAVERS. FOR OTHER MATERIALS, REFER TO THE
TXDOT MAINTAINS A LIST OF QUALIFIED DETECTABLE WARNING MATERIALS. DETAILS ARE PROVIDED4.
PEDESTRIAN ACCESS ROUTE ENTERS THE STREET.
PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE
DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN DEPTH IN THE DIRECTION OF 3.
TO ACCUMULATE.
DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER2.
IN THE PLANS.
SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE
INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED DETECTABLE WARNING
STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES,
RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY
CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT CONSISTS OF1.
NOTES:
C
SCALE: 1" = 1'
C
DETECTABLE WARNING SURFACE
TYPICAL PLACEMENT OF
C
SCALE: 1" = 1'009
C
DETECTABLE WARNING PANEL - SECTION
SHARED LANDING
5'-0
RAMP
FIELD VERIFY
SCALE: N.T.S.
C
C
TYPE 2 CURB RAMP
TXDOT
n oi siviD gnire en i g
D ir ec to rat eofPublic
W o rk s
G
E N
G
S V
C \E
N G
IN
E
E R
IN
G
\O p e n
E n d e d
C o n tr a c ts
\O p e n
-E n d P a v in g
\P a v in g
I D
IQ
\2
W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
C a tt le G u a rd
.d g n
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:5
P
M
A B C D E F
VICINITY BLDG.
F
T H
O O
D T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
T X
D O
T
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S -O
C T
-2
Texas Department of Transportation
HIGHWAYJOBSECTCONTROLCOUNTY
DIST FED REG FEDERAL AID PROJECT
FILE:
REVISIONS
C TxDOT
Austin District Design
49'-4"
44' RECOVERY ZONE
BARS B1 @ 18" CENTERS
BARS A C 10 X 30 CHANNEL @ 4'-0" CENTERS
5'-8"
8'-8"
9"
1'-9"
BARS A
5'-8"
6"
BEVELED WASHERS, AS NEEDED
WITH NUTS AND WASHERS
6" PIPE
WELDED REINFORCMENT
‚ TYP.
SECTION A-A
SECTION B-B
1'-6"
1'-2" 1'-2"
5" 4"
BARS B1 BARS B2
NO. DESCRIPTION SIZE LENGTH
STEEL PIPE
STEEL PIPE
STEEL PIPE
STEEL PIPE
STEEL PIPE
STEEL PIPE
STEEL PIPE
CHANNELS
REINF. STEEL
REINF. STEEL
REINF. STEEL
BOLTS
CLASS A CONCRETE
BILL OF MATERIALS
BARS B2
1 6" 6"
6"
49'-4" 8 44'-3"
3" 3"
12'-7" 5'-0"
4 4" 4"10 5"
5"2 7" 184 RODS ƒ" 2†" 12 C10 x 30 7'-1" 58 #3 8'-0" 8 #3 8'-6"
14 #5 45'-6"
1" DIA. 12"
13.14 CY
4" PIPE
3" PIPE
3" PIPE
4" PIPE
7" PIPE
ƒ" X 2†" BARS (TYP)
1" DIA. X 12" GALV.BOLTS
OPTIONAL
LENGTH
OPTIONAL
NO.
44'-2 1/2"
12'-7"
49'-3 1/2"
5'-0" 4" 5" 5"
2 5/8" 7'-1"
8'-0" 8'-6" 45'-6"
12"
1/2" JOINT
6" PIPES
C JOINT DETAILL
PLAN VIEW
4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"
49'-4"
44'-4"
9" 9"4'-2" 4'-2"
6" PIPES @ 10" CENTERS
A
B
B
A
END END
ONLY ONLY
MAX MAX MAX MAX MAX MAX MAX MAX MAX
(5 [ @ 3'-8"+ END OF 3'-9 3/4")
GENERAL NOTES:
ALL DIMENSIONS RELATING TO REINFORCING STEEL ARE TO THE CENTERLINE OF BARS.
QUANTITIES SHOWN ARE FOR CONTRACTORS INFORMATION ONLY
ADMINISTRATIVE ORDER 26-87 (35 KIP AXLE LOADING).
DESIGNED IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS AND SDHPT
BUTT WELD IN ACCORDANCE WITH ITEM 448. AS AN ALTERNATIVE,PROVIDE OPTIONAL
1/2" JOINT AS SHOWN.
IF ROCK IS ENCOUNTERED, DEPTH OF FOUNDATION MAY BE VARIED AS DIRECTED.
PROVIDE NEW PIPE CONFORMING TO ASTM A501 OR ASTM A53 TYPES
E OR S, GRADE B, STANDARD WEIGHT.
HOT DIP GALVANIZE CATTLE GUARD IN ACCORDANCE WITH ASTM A123 AND A153.
PROVIDE PIPE IN CONVENIENT LENGTHS (10'-0" MIN.)
C10x30 [
C-010
D E
T A
IL
S
C A
T T
L E
G U
A oisiviD gnire en ig
D ir ec to rat eofPublic
W o rk s
G
E N
G S
V C
\E N
G
IN
E E
R
IN
G \O p e n E n d e d C o n tr a c ts
\O p e n -E n d P a v in g \P a v in g I
D
IQ
\2 W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
M e ta l B e a m
G u a rd
F e n c e .d g n
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:5
P
M
A B C D E F
VICINITY BLDG.
F
T H
O O
D T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
T X
D O
T
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S -O
C T
-2
SHEET SIZE PAPER
17" x 11"
34" x 22"
ANSI B
ANSI D
C-011
F E
N C
E M
E T
A L
B E
A M
G U
A R
D n oi siviD gnire en i g
D ir ec to rat eofPublic
W o rk s
G
E N
G S
V C
\E N
G
IN
E E
R
IN
G \O p e n E n d e d C o n tr a c ts
\O p e n -E n d P a v in g \P a v in g I
D
IQ
\2 W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
M e ta l B e a m
G u a rd
F e n c e
D o w n s tr e a m
A n c h o r.
d g n
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:5
P
M
A B C D E F
VICINITY BLDG.
F
T H
O O
D T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
T X
D O
T
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S -O
C T
-2
SHEET SIZE PAPER
17" x 11"
34" x 22"
ANSI B
ANSI D
C-012
D O
W N
S T
R E
A M
A N
C H
O R
M E
T A
L B
E A
M G
U A
R D
F E
N C
E n oi siviD gnire en i g
D ir ec to rat eofPublic
W o rk s
G
E N
G
S V
C \E
N G
IN
E
E R
IN
G
\O p e n
E n d e d
C o n tr a c ts
\O p e n
-E n d P a v in g
\P a v in g
I D
IQ
\2
W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
M e ta l B e a m
G u a rd
F e n c e
L o n g
S p a n
.d g n
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:0
P
M
A B C D E F
VICINITY BLDG.
F
T H
O O
D T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
T X
D O
T
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S -O
C T
-2
SHEET SIZE PAPER
17" x 11"
34" x 22"
ANSI B
ANSI D
C-013
L O
N G
S P
A N
M E
T A
L B
E A
M G
U A
R D n oi siviD gnire en i g
C-014
E
T A
IL
S
S T
A N
D A
R D
P A
R K
IN
G
L O
T
DPW
FORT HOOD TEXAS
D ir ec to rat eofPublic
W o rk s
G
E N
G S
V C
\E N
G
IN
E E
R
IN
G \O p e n E n d e d C o n tr a c ts
\O p e n -E n d P a v in g \P a v in g I
D
IQ
\2 W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
S ta n d a rd
P a rk in g L o ts
.D G
N
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:0
P
M
A B C D E F
SHEET SIZE PAPER
17" x 11"
34" x 22"
ANSI B
ANSI D
VICINITY BLDG.
F
T
H O
O D
T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
D P
W
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S
-O
C T
-2
2X PIPE DIAMETER
(16" MINIMUM)
PIPE FULL DEPTH
CONCRETE FILL, TAMP
RADIUS TO MATCH PIPE RADIUS
ROUNDED CONCRETE CAP,
AWAY FROM PIPE
SLOPE CONCRETE
FINISH GRADE
SCALE: 1/2" = 1'
BOLLARD DETAIL
8" PERMANENT
C
C
CONCRETE FOOTING
4,000 PSI
BOLLARD GUARD
WITH SAFETY YELLOW PLASTIC
CONCRETE FILLED, TOPPED
GALVANIZED STEEL PIPE,
8" DIAMETER SCH 40
PRISMATIC TAPE
REFLECTIVE WHITE
SCALE: N.T.S.
WEDGE ANCHOR
C
C
WEDGE
CONCRETE
CLASS A
SOCKET
TUBULAR
OF CONCRETE.
APPROX. 2.0 CF
SHOULD TAKE
FOUNDATION
IN THE PLANS).
ELSEWHERE
UNLESS NOTED
(SHALL BE USED
FOOTING
CONCRETE
NON-REINFORCED
12"
REUSABILITY.
FOR OPTIMAL
GROUND
1/4" ABOVE
FLUSH TO
SHOULD BE
TUBULAR SOCKET
12" DIA
(APPROX)
3"
11.5' 11.5' 11.5'
.0
.0
.0
SINGLE ROW AND ONE-WAY AISLE
14.1'14.1' 14.1'
.0
.0
.0
SINGLE ROW AND ONE-WAY AISLE
27'-6''
SCALE: 1" = 10'
60° PARKING LAYOUT4
C
C SCALE: 1" = 10'
45° PARKING LAYOUT5
C
C
(T Y
P
(T Y
P
(T Y
P
(T Y
P
T W
O -W
A Y
T R
A F
F
IC
T W
O -W
A Y
T R
A F
F
IC
T W
O -W
A Y
T R
A F
F
IC
GUTTER
CURB &
24'-0"20'-0"20'-0"24'-0"18'-0" 20'-0" 20'-0" 24'-0" 18'-0''
4'-0"
* OR AS SHOWN ELSEWHERE ON THE PLANS
MARKINGS
THERMOPLASTIC
WHITE STRIPE
4'' SOLID
SCALE: 1" = 20'
C
C
DIMENSIONS DETAIL
STANDARD PARKING LOT
n oi siviD gnire en i g
C-015
P A
R K
IN
G
L O
T D
E T
A
IL
S S
T A
N D
A R
D A
D ir ec to rat eofPublic
W o rk s
G
E N
G S
V C
\E N
G
IN
E E
R
IN
G \O p e n E n d e d C o n tr a c ts
\O p e n -E n d P a v in g \P a v in g I
D
IQ
\2 W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
S ta n d a rd
A D
A .D
G N
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:0
P
M
A B C D E F
SHEET SIZE PAPER
17" x 11"
34" x 22"
ANSI B
ANSI D
VICINITY BLDG.
F
T
H O
O D
T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
D P
W
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S
-O
C T
-2
IN THE PLANS
SHOWN ELSEWHERE
RAMP DETAILS ARE AS
45°
M
IN
T Y
P
11'-0" 9'-0"
VAN ACCESSIBLE
ADA SIGN WITH
R7-8 & R7-8b
ADA SIGN
R7-8
SCALE: 3/16" = 1'
C
C
MARKING DETAIL
HANDICAP PARKING
MARKINGS
THERMOPLASTIC
BLUE
4'' SOLID STRIPE
"2'-0"
5'-0" MIN
8'-0" MIN, 9' PREF
VAN ACCESS AISLE
WHEEL STOP
BLUE
4'
6' MAX
ACCESSIBLE PARKING GENERAL NOTES:
MOUNTING IS IMPRACTICAL.
WALL OF A BUILDING AT A MIN. HEIGHT OF 36" WHEN POST
SIGNS MAY BE MOUNTED DIRECTLY TO AN ADJACENT 8.
OVERHANG.
THE CURB TO PREVENT DAMAGE FROM VEHICLE
APPROXIMATELY 1 FOOT (OR GREATER) BEHIND
POST MOUNTED SIGNS SHOULD BE PLACED 7.
HEIGHT MAY BE 7 FEET.
PEDESTRIAN TRAFFIC MINIMUM MOUNTING
LOCATED SO AS NOT TO BE NEAR
OF 7 FEET. IF MOUNTED TO WALL OR
SHALL HAVE A MINIMUM MOUNTING HEIGHT D)
WITHIN THE ADJACENT SIDEWALK, AND
RESTRICTS MOVEMENT OF WHEELCHAIRS
SHALL NOT BE PLACED IN A LOCATION THAT C)
ACCESSIBLE PARKING SPACES,
SHALL NOT BE PLACED BETWEEN TWO B)
PARKING SPACE,
SHALL BE REQUIRED FOR EACH ACCESSIBLE A)
AN R7-8 SIGN:6.
BACKGROUND, SYMBOL AND BORDER.
SHALL CONFORM TO THE ILLUSTRATED COLORS FOR
A PROPORTION SIZED SYMBOL OF ACCESSIBILITY, AND
MAY BE USED. ALTERNATIVE DESIGNS SHALL INCLUDE
OTHER DIMENSIONS EXCEEDING THE 30" X 30" MINIMUM
PAVEMENT MARKING SYMBOLS WITH BACKGROUND OF
WITH APPROVAL OF THE ENGINEER, PREFABRICATED 5.
SHALL BE 30" X 30" MINIMUM.D)
MATERIAL, AND
MAY BE PAINTED OR PREFABRICATED C)
OF THE PARKING SPACES
SHOULD BE PLACED TOWARD THE FAR END B)
IN THE PLANS,
ARE REQUIRED UNLESS STATED ELSEWHERE A)
PAVEMENT MARKING SYMBOLS (WITH BACKGROUND):4.
+ 10%.
SYMBOL (WITH OR WITHOUT BACKGROUND) MAY VARY
DIMENSIONS OF LIMIT LINES, AISLE MARKINGS, AND 3.
ON ASPHALT PAVEMENT.
ACCEPTABLE. AISLE MARKINGS SHALL BE WHITE FOR CONTRAST
METHODS TO INDICATE A NO PARKING AREA ARE
AISLE MARKINGS SHOWN ARE EXAMPLES ONLY. OTHER 2.
LINES.
ALL PARKING SPACE LIMIT LINES SHALL BE 4" SOLID1.
27"
30"
12" Dia
(Approx.)
3"
12"
ACCESSIBLE
VAN
PARKING
RESERVED
STEEL POST
GRADE
FINISHED
HANDICAP SIGNAGE
SCALE: N.T.S.
C
C
SHEET 014)
(SEE DTL 3
WEDGE
0'-3
R0
1'-6"
4'-0"
1'-3 3/4 " 0'-4"
1'-5"
0'- 3"
0'-2"
1'-5"
1'-8"
0'-2"
WITH BACKGROUND
'-0
R
0' -9
R
SYMBOL ONLY
0' -4
R
/2
0'-3 1/8 "
0'-2 1/2 "
'-0
R
1' -4
R
1'-4"
/4
0'-5 1/2 "
/2
0'-4"
/2
0'-4
0'-5 1/2 "
BACKGROUND: BLUE2.
SYMBOL AND BORDER: WHITE1.
NOTES:
SCALE: 1" = 1'
HANDICAP PAVEMENT MARKING
C
C
AREA: 16.00 SF
REMOVAL
AREA: 3.63 SF
INSTALLED
AREA: 16.00 SF
REMOVAL
AREA: 16.00 SF
INSTALLED
PARKING
RESERVED
ACCESSIBLE
VAN
12''
12''
SCALE: 3" = 1'
HANDICAP SIGNAGE
C
C
ON WHITE BACKGROUND
BLUE SYMBOL, & BORDER
GREEN LETTERS,
BAKED ENAMEL
R7-8 HANDICAP SIGN
NOTES:
WHERE APPLICABLE
ON WHITE BACKGROUND,
GREEN LETTERS & BORDER
R7-8b, BAKED ENAMEL
NOTES:
n oi siviD gnire en i g
C-016
E
T A
IL
S
T R
A F
F
IC
S
IG
N S
DPW
FORT HOOD TEXAS
D ir ec to rat eofPublic
W o rk s
G
E N
G
S V
C \E
N G
IN
E
E R
IN
G
\O p e n
E n d e d
C o n tr a c ts
\O p e n
-E n d P a v in g
\P a v in g
I D
IQ
\2
W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
T ra ff ic
S ig n s .d g n
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:0
P
M
A B C D E F
SHEET SIZE PAPER
17" x 11"
34" x 22"
ANSI B
ANSI D
VICINITY BLDG.
F
T
H O
O D
T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
D P
W
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S
-O
C T
-2
C
C
SLOT WIDTH = 0.140"
GRADE
/2
12"
/8
12"
STRUCTURAL PIPE
GALVANIZED
2" INSIDE DIAMETER
3 EACH
SET-BOLTS
BRACKETS
C
C
M
IN
FROM TXDOT D & OM(2)-20
DELINEATORS AND TYPE 2 OBJECT MARKERS
ABOVE THE EDGE OF THE PAVEMENT SURFACE.
BARRIER REFLECTORS SHOULD BE INSTALLED A MINIMUM OF 18 INCHES 5.
IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION.
INSTALL ALL DELINEATORS, OBJECT MARKERS AND BARRIER REFLECTORS 4.
DESIRED HEIGHT AS POSSIBLE.
CASE, PLACE THE OBJECT MARKER OR DELINEATOR AS CLOSE TO THE
TO MAINTAIN A HEIGHT OF APPROXIMATELY 4'-0". IF THIS IS THE
8'-0" FROM THE EDGE OF THE PAVEMENT, IT MAY NOT BE POSSIBLE
WHEN TYPE 2 OBJECT MARKERS AND DELINEATORS ARE MORE THAN 3.
WITH THE INNERMOST EDGE OF THE OBSTRUCTION.
PAVEMENT EDGE, PLACE THE AFFECTED OBJECT MARKERS IN LINE
WHERE A RESTRICTION PREVENTS CONSISTENT PLACEMENT FROM THE 2.
DISTANCE FROM THE EDGE OF PAVEMENT.
PLACE DELINEATORS ON A SECTION OF ROADWAY AT A CONSISTENT 1.
GENERAL NOTES:
WITH THESE SPECIFICATIONS AND PRIOR TO ACCEPTANCE OF THE STREETS BY THE GOVERNMENT.
ALL STREET SIGNS SHALL BE INSTALLED IN LOCATIONS AS SHOWN ON THE STREET PLANS, IN ACCORDANCE8.
THE POST SHALL BE SET PLUMB IN ALL DIRECTIONS AND THE SIGNS AT RIGHT ANGLES TO THE POST.7.
SHALL BE SILVER SCOTCH-LIKE REFLECTIVE SURFACE.
NAME LETTERS AND 2.25 INCH DESIGNATION LETTERS (SUCH AS RD, ST, AVE, BLVD,DR, ETC.). ALL LETTERS
SIGN FACING SHALL BE SCOTCHLITE REFLECTIVE SHEETING, GREEN IN COLOR WITH 6 INCH STREET 6.
OF WHICH SHALL BE SPACED LESS THAN 90° OR MORE THAN 135° FROM EACH OTHER.
THE SKIRT OF THE POST CAP BRACKET SHALL BE DRILLED AND TAPPED FOR THREE (3) BOLTS, NOT TWO5.
THE SIDE OF EACH SLOT OPPOSITE THE SET SCREWS SHALL BE CAST OR MACHINED ACCURATELY VERTICAL.4.
SLOT) DRILLED AND TAPPED TO ACCEPT TWO HEX-HEAD PLATED BOLTS.
THE SIDES OF ALL SLOTS SHALL BE SOLID METAL WITH TWO (2) HOLES PER SLOT (BOTH ON SAME SIDE OF THE3.
THE SIGN SLOTS IN BOTH THE BRACKET AND IN THE 90° CROSS BRACKET SHALL HAVE DIMENSIONS AS SHOWN.2.
WITH A MINIMUM STRENGTH OF 45,000 PSI, DEGREASED, TUMBLED AND POLISHED TO A LOW-SHEEN FINISH.
THE BRACKETS SHALL BE DIE-CAST OF HIGH STRENGTH ALUMINUM ALLOY NO. 380 UNDER 400 TONS PRESSURE,1.
NOTES:
LINE
GROUND
SURFACE
PAVEMENT
A P
P R
O X
BEING MARKED
IN FRONT OF OBJECT
2'-0" TO 8'-0" OR
SEE GENERAL NOTES 1, 2 AND 3.
DRAWINGS.
AS NOTED ON
OR DELINEATOR
OBJECT MARKER
STREET NAME SIGN MOUNTING BRACKET
SCALE: N.T.S.
OBJECT MARKER OFFSETS (TYP.)
SCALE: N.T.S.
SCALE: 3/4" = 1'
C
C
"CATTLE GUARD" WARNING SIGN (TYP.)
(1296 SQ-IN)
36" X 36"
W11-54
CATTLE
GUARD
TANK
CROSSING
(1296 SQ-IN)
36" X 36"
W11-28
SCALE: 3/4" = 1'
C
C
"TANK CROSSING" WARNING SIGN (TYP.)
(72 SQ-IN)
6" X 12"
OM2-1V
C
C
"OBJECT MARKER" (TYP.)
SCALE: 1 1/2" = 1'
4'-0"
" 0
/8
0'-2 5/8 "
0'-3 1/2 "
0'-3"
2'-3 1/4 "
0'-2 5/8 "
0'-6 7/8 "0'-2"
/2 "0
/2
/4
/2
/2
0'-2 5/8 "
0'- 7/8 "
0'- 7/8 "
0'-2 5/8 "
0'-6 7/8 "
0'- 1 /4 "
1"
MIN.
12 FT
MIN.
6 FT
SPEED PLAQUE IN RURAL AREA
WARNING SIGN WITH ADVISORY
C
C
MIN.
7 FT
MIN.
12 FT
ROADSIDE SIGN IN RURAL AREA4
C
C
C
CROSS MOUNTING BRACKET
ALUMINUM
FLAT ANODIZED
24" X 6" X 0.08 GA
POST CAP
30"
16"
STOP SIGN
30" R1-1
SCALE: N.T.S.
SCALE: N.T.S.
n oi siviD gnire en i g n E
NOTES:
SCALE: NOT TO SCALE
POST MOUNT SIGN (EXAMPLE ONLY)1
C
RGB CODE (0,22,137) SYMBOL -
AVERY DENNISON T-6500 WHITELETTERS -
AVERY DENNISON T-6507 GREENBACKGROUND -
AVERY DENNISON T-6500 WHITELEGEND -
POST MOUNTED STREET NAME SIGNS SHALL BE PRINTED DOUBLE SIDED. 5.
SIGN BLANK SHALL BE 0.125 INCH ALUMINUM.4.
ON AVERY DENNISON T-6500 WHITE OMNICUBE SHEETING.
SIGN SHALL BE MANUFACTURED USING AVERY DENNISON T-6507 GREEN 3.
GREEN RETROREFLECTIVE BACKGROUND.
SIGN SHALL BE WHITE RETROREFLECTIVE LEGEND AND ARROWS ON 2.
FONT STYLE: HIGHWAY GOTHIC CONDENSED.1.
D ir ec to rat eofPublic
W o rk s
G
E N
G S
V C
\E N
G
IN
E E
R
IN
G \O p e n E n d e d C o n tr a c ts
\O p e n -E n d P a v in g \P a v in g I
D
IQ
\2 W
O R
K
IN
G C
O P
Y \T
E C
H E
X B
D
R A
W
IN
G S
\0
P a v e m e n t
M a rk in g D e ta il s i
.d g n
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
F O
R T
H O
O D
T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n
P R
O J E
C T
M A
N A
G E
R
/2
/2
:3
:0
P
M
A B C D E F
VICINITY BLDG.
F
T H
O O
D T
E X
A S
S A
N T
A F
E E
N G
IN
E
E R
D R
B L
D G
ADXXXXXXP
T X
D O
T
N/A
N
O V
F O
R S
O L
IC
IT
A T
IO
N
(W
-2
-X -X
X X
X
T E
C H
N
IC
A L
E X
H
IB
IT
A
P A
V
IN
G I
D
IQ
D P
W P
R O
J E
C T
M A
N A
G E
R
A M
E N
D M
E N
T
R
F I
R E
S P
O N
S E
S -O
C T
-2 o f t h i s s t a n d a d h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r o m i t s u s e k i n d i s m a d e b y
T x D r a n y p u r p o s e w h a t s o e v e x D a s s u m e s…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .