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DEPARTMENT OF PUBLIC WORKS
STANDARD CONSTRUCTION DETAILS
CITY OF DALLAS, TEXAS
RECOMMENDED FOR APPROVAL:
APPROVED:
THIS THE DAY OF , 1997.
THIS THE DAY OF , 1997.
ASSISTANT DIRECTOR
OF PUBLIC WORKS
& TRANSPORTATION
DIRECTOR OF PUBLIC WORKS
& TRANSPORTATION
REVISED APRIL 1997
UPDATED SEPT. 2002
T.C. 1 2OF
FILE 251D-1
PAVING SECTIONS AND STREET LAYOUTS WITH MEDIAN DETAILS 1001
1002
1003
1004
1005
1006
1007
1004A
CBD MISCELLANEOUS DETAILS
PAVEMENT HALF SECTIONS AND CURB SECTIONS
PAVING DETAILS FOR DRIVEWAYS AND INTERSECTIONS
SPECIAL DRIVEWAY TURNOUT DETAILS
DRIVEWAY TURNOUTS
PAVEMENT JOINTS AND BRIDGE APPROACH SLAB
MONOLITHIC MEDIAN NOSE
2001
2002
2003
2004
2006
2007
2008
3001
3002
3003
3004
4001
4002
RETAINING WALL L.F.P.
2009
2010
2005
TWO, FOUR, SIX & EIGHT GRATE INLET, GRATE DETAILS
LINED CHANNELS
MANHOLES AND FITTINGS
CONCRETE PIPE HEADWALLS
CONCRETE PIPE INSTALLATION
SLOTTED DRAINS
STANDARD 36", 48", 60", 6’, 8’ AND 10’ INLETS
FOURTEEN FOOT INLET
STANDARD RECESSED INLETS & CURBS, "Y" TYPE INLETS
RETAINING WALL H.F.P.
STANDARD RETAINING WALLS TYPES 6-8
RETAINING WALLS; MISCELLANEOUS DETAILS
TURNOUTS AND SLOPE PROTECTION
ALLEY INTERSECTIONS
5001
5002
5003
5005
5006
5007
5004
5010
5011
5012TRAFFIC SIGNAL DETAILS
TRAFFIC SIGNAL DETAILS
TRAFFIC SIGNAL DETAILS
TRAFFIC SIGNAL DETAILS
RAILROAD CROSSING PAVEMENT MARKINGS
ARROWS AND LETTERS FOR PAVEMENT MARKINGS
INDIVIDUAL UNIT PAVEMENT MARKINGS
TYPICAL PAVEMENT MARKINGS
TYPICAL PAVEMENT MARKINGS DETAILS
TRAFFIC SIGNAL FOUNDATION DETAILS
BARRICADE DETAILS
PAVING
ALLEYS
STORM DRAINAGE
STRUCTURES
TRAFFIC CONTROL
REVISIONS
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
5009TRAFFIC SIGNAL DETAILS
5008
DOUBLE & TRIPLE GRATE INLETS
REVISED DRIVEWAY DESIGNS TO INCLUDE TAS APPROVED WALK AREAS (7-99)
REVISED DRIVEWAY DESIGNS TO INCLUDE TAS APPROVED WALK AREAS (7-99)
TABLE OF CONTENTS
T.C. 2 2OF
FILE 251D-1
9001
9002
9003
9004
9006
9007
REVISIONSMISCELLANEOUS
9005
9008
9009
9010VANE TYPE CAST IRON GRATE
STREET LIGHT EQUIPMENT DETAILS
CONCRETE MEDIAN BARRIER DETAIL
STEPS AND HANDRAIL
BARRIER FREE RAMPS PAVING DETAILS
REINFORCED SIDEWALK AND BARRIER FREE RAMPS
BICYCLE PATHS
METAL BEAM GUARD RAIL
MISCELLANEOUS CONSTRUCTION ITEMS
ALUMINUM BRIDGE RAILING DETAILS
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
12" 6"ASPHALT SURFACE OF THICKNES SPECIFIED
6"
þÿ ��"� �P�E�R� �F�T� �M�I�N�
EXCEPT AS INDICATED ABOVE ALL PLAN AND SECTION DETAILS SHALL BE IDENTICAL
T/2
(B
AS
E)
*
FACE OF CURB
4" THICK MEDIAN
PAVEMENT
NOTE: BUTTONS SHALL
BE INSTALLED & ORIENTED
AS DIRECTED BY THE
LIMIT OF 4" THICK
MEDIAN PVMT.
82.1 SQ.FT.
7’-6
"7
’-6
"
R =
48’
R =
48’
23.24’
12’=0"
15’
SIGNAL FOUNDATION
OR PULL BOX
FACE OF CURB
6 TYPE I- YELLOW BUTTONS ON 30" C-C (INSTALLED AND ORIENTED AS DIRECTED BY THE
ENGINEER).
RUN EXPANSION JOINT
CONTINUOUS THROUGH
CURB & MEDIAN PAVEMENT
þÿ���"� �P�R�E�M�O�L�D�E�D� �E
4" THICK MEDIAN PAVEMENT
NOTE: (SEE PAGE 1002)
MONOLITHIC MEDIAN NOSE IS STANDARD (ROUNDED NOSE
IS TO BE USED ONLY AT DIRECTION OF ENGINEER TO MATCH
EXISTING FACILITIES).
þÿ���"� �P�R�E�M�O�L�D�
JOINT MATERIAL MEDIAN PAVEMENT
8"
3"
4"
4"
LOW CURB
15’
80’
CURVE #2CURVE #1
R=300’
L=44.76’
T=22.42’T=44.85’
R=600.0’
L=89.53’
8’-6"8’-6" 24’-0"
12’-0"12’-0"
SAWED LONGITUDINAL DUMMY JOINT
T/2T
/2
CL
þÿ ��"� �:�1�"� �M�I�þÿ ��"� �:�1�"�M�I�N�*
*
8’-6"8’-6" 24’-0"
12’-0"
SAWED LONGITUDINAL DUMMY JOINT
T/2
T/2
CL
þÿ ��"� �:�1�"� �M�I�
þÿ ��"� �:�1�"�M�I�N�**
30’
5’
40’
15’
30’
CURVE #2
BARRIER BUTTONS
ON 30" CENTERS
CURVE #2CURVE #1
R=300’
L=44.76’
T=22.42’T=44.85’
R=600.0’
L=89.53’
CURVE #1
30’
45’
90’
45’
7’-6"7’-6" 30’-0"
10’-0"
SAWED LONGITUDINAL DUMMY JOINT
T.C. GRADE
T/2T
/2
þÿ ��"� �:�1�"� �M�I�þÿ ��"� �:�1�"�M�I�N�* *
33’
5’
43’
15
’33’
CURVE #2
BARRIER BUTTONS
ON 30" CENTERS
CURVE #2CURVE #1
R=300’
L=44.76’
T=22.42’T=44.85’
R=600.0’
L=89.57’
CURVE #1
33’
50’
10
0’
50’
9.5
’9.5
’
9’-6"9’-6"
5’40’-6"
10’-0"11’-0"
SAWED LONGITUDINAL DUMMY JOINT
T/2
T/2
þÿ ��"� �:�1�"� �M�I�
þÿ ��"� �:�1�"�M�I�N�*
2’-6"33’-0"
MEDIAN GRADE SHOWN
1001
PAVING DETAILS
PAVING SECTIONS AND STREET
LAYOUTS WITH MEDIAN DETAILS
9’-6"
11’-0"
T/2
þÿ ��"� �:�1�"�M�I�N�*
9’-6"
11’-0"
0" TO 7" MAX
T/2
*
15’-0"
SAWED LONGITUDINAL DUMMY JOINT
þÿ ��"� �:�1�"� �M�I�
CL
CL
10
7’
10’
36’
15’
36’
10’
CURVE #1
CURVE #2
BARRIER BUTTONS
ON 30" CENTERS
CURVE #2
R=300’
L=44.76’
T=22.42’
CURVE #1
T=44.85’
R=600.0’
=8^32’57"
L=89.53’
=8^32’57"
12’-0"
SAWED LONGITUDINAL DUMMY JOINT
T/2
þÿ ��"� �:�1�"�M�I�N�*
T/2
þÿ ��"� �:�1�"� �M�I�*
CL
10’-0"36’-0"
10’-0"
2’-6"
10’-0" 36’-0"
þÿ�0�"� �T�O� �
12’-0"
SAWED LONGITUDINAL DUMMY JOINT
T/2
þÿ ��"� �:�1�"�M�I�N�
CL
T/2
*
15’-0" 10’-0"36’-0"36’-0"10’-0"
0" TO 7" MAX.
12’-0"
þÿ ��"�:�1�"�M�I�N�.
þÿ ��"� �P�E�R� �F�O�O�T� �
þÿ ��"� �P�E�R� �F�O�O�T� �O
HAVING GRADES OF 1.00% OR
MORE.
*
10’-0"
SAWED LONGITUDINAL DUMMY JOINT
T/2
þÿ ��"� �:�1�"�M�I�N�
T/2
þÿ ��"� �:�1�"� �M�I�*
CL
15’-0" 30’-0" 7’-6"30’-0"7’-6"
NO 3 BARS ON 24"
46’
5’36’
0" TO 7" MAX.
24’-0"
0" TO 7" MAX.
24’-0"
12"
ENGINEER.
STREET LIGHT FOUNDATION
11’-0" 11’-0" 11’-0"11’-0"11’-0"
15’-0"
100’-0"
PLPL
11’-0" 11’-0"
11’-0"11’-0"PLPL
*
BA
53.5
’53.5
’
12’-0" 12’-0" 12’-0"12’-0"12’-0"
15’-0"
107’-0"
PL
PL
12’-0" 12’-0"
12’-0"12’-0"
NO 3 BARS ON 24"
CTRS. BOTH WAYS
FOR T < 9"
NO. 4 BARS ON 24"
CTRS. BOTH WAYS
FOR 9 < T < 12"
107’-0"
PLPL
5’-0"
100’-0"
NO. 3 BARS ON 24"
CTRS. BOTH WAYS
FOR T < 9"
NO.4 BARS ON 24"
CTRS. BOTH WAYS
FOR 9" < T < 12"
=8^32’57" =8^32’57"
A B
*
SEE PAGE 1006 FOR
ALTERNATE DESIGN USING
PARABOLIC SECTIONS
2’-6"R
MONOLITHIC
MEDIAN NOSE
SEE PAGE 1002 FOR
BLOCKOUT FOR NOSE.
ALL STEEL SHALL BE GRADE 40 DEFORMED REINFORCING BARS.
GENERAL NOTES PROVIDED ON SHEET 1006 APPLY.
FOR SUBSTITUTING FOR #3 BAR REINFORCING, THE SIZE OF THE
WIRE FABRIC SHALL BE 12 X 12 - W3.5 X W3.5 WITH A NOMINAL
DIAMETER OF 0.211 IN. AND NOMINAL WEIGHT OF 0.119 LBS PER
LIN. FT.
FOR SUBSTITUTION FOR #4 BAR REINFORCING, THE SIZE OF THE
WIRE SHALL BE 12 x 12 - W6 X W6 WITH A NOMINAL DIAMETER OF
0.276 INCHES AND A NOMINAL WEIGHT OF 0.204 LBS/LIN. FT.
REDWOOD EXPANSION JOINTS SHALL BE PLACED AT OR NEAR
THE RADIUS POINTS OF ALL INTERSECTIONS, AT ALL ABRUPT
CHANGES IN ALIGNMENT OR WIDTH, OR AT MAX. DISTANCE
OF 150 FT. REDWOOD EXPANSION JOINT WILL CONTINUE THROUGH
MEDIAN PAVING AND SIDEWALK AND WALL WHEREVER APPLICABLE.
NOTES:
1.
2.
3.
4.
5.
CROSS STREET
LOCAL
COLLECTOR
MINOR ARTERIAL
PRINCIPAL ARTERIAL
SPECIAL MOVEMENTS
STANDARD DOUBLE
LEFT TURN
MINIMUM DOUBLE
LEFT TURN
RIGHT TURN
TRANSITION
LENGTH ’A’
MINIMUM
STORAGE ’B’
CURVE
#1 RADIUS
CURVE
#2 RADIUS
LANE
WIDTH(S)
109.09’
109.09’
133.79’
133.79’
197.78’
188.68’
109.09’
90’
100’
150’
200’
150’
150’
90’
400’
400’
600’
600’
600’
600’
400’
200’
200’
300’
300’
300’
300’
200’
10’
10’
10’
10’
2-11’
2-10’
10’
CROSS STREET
LOCAL
COLLECTOR
MINOR ARTERIAL
PRINCIPAL ARTERIAL
SPECIAL MOVEMENTS
STANDARD DOUBLE
LEFT TURN
MINIMUM DOUBLE
LEFT TURN
RIGHT TURN
TRANSITION
LENGTH ’A’
MINIMUM
STORAGE ’B’
CURVE
#1 RADIUS
CURVE
#2 RADIUS
LANE
WIDTH(S)
109.09’
109.09’
109.09’
133.79’
197.78’
188.68’
109.09’
90’
100’
150’
200’
150’
150’
90’
400’
400’
400’
600’
600’
600’
400’
200’
200’
200’
300’
300’
300’
200’
10’
10’
10’
10’
2-11’
2-10’
10’
CROSS STREET
LOCAL
COLLECTOR
MINOR ARTERIAL
PRINCIPAL ARTERIAL
SPECIAL MOVEMENTS
STANDARD DOUBLE
LEFT TURN
MINIMUM DOUBLE
LEFT TURN
RIGHT TURN
TRANSITION
LENGTH ’A’
MINIMUM
STORAGE ’B’
CURVE
#1 RADIUS
CURVE
#2 RADIUS
LANE
WIDTH(S)
109.09’
188.68’
188.68’
90’
100’
150’
200’
150’
150’
90’
300’
300’
300’
400’
600’
600’
300’
150’
150’
150’
200’
300’
300’
150’
10’
10’
10’
10’
2-11’
2-10’
10’
CROSS STREET
LOCAL
COLLECTOR
MINOR ARTERIAL
PRINCIPAL ARTERIAL
SPECIAL MOVEMENTS
STANDARD DOUBLE
LEFT TURN
MINIMUM DOUBLE
LEFT TURN
RIGHT TURN
TRANSITION
LENGTH ’A’
MINIMUM
STORAGE ’B’
CURVE
#1 RADIUS
CURVE
#2 RADIUS
LANE
WIDTH(S)
109.09’
109.09’
109.09’
133.79’
197.78’
188.68’
109.09’
90’
100’
150’
150’
100’
100’
90’
400’
400’
400’
600’
600’
600’
400’
200’
200’
200’
300’
300’
300’
200’
10’
10’
10’
10’
2-11’
2-10’
10’
TYPE S-6-D SECTION
TYPE S-4-D SECTION
TYPE M-6-D(A) SECTION
TYPE M-6-D(B) SECTION
94.34’
94.34’
94.34’
94.34’
PL
PL
PL
PLP
P
P
PL
L
L
L
90’-0"
10’-0"10’-0" 10’-0" 10’-0" 10’-0"
10’-0"10’-0"10’-0" 10’-0" 10’-0" 10’-0"5’-0"
15’-0"
90’-0"
30’-0"
CL
7.6’
CTRS. BOTH WAYS
FOR T < 9"
NO.4 BARS ON 24"
CTRS. BOTH WAYS
FOR 9" < T < 12"
7.5
’7.5
’
A B
=8^32’57" =8^32’57"
12’-0" 12’-0" 12’-0"7’-6"
80’-0"
15’-0"
NO. 3 BARS ON 24"
CTRS. BOTH WAYS
FOR T < 9"
NO. 4 BARS ON 24"
CTRS. BOTH WAYS
FOR 9" < T < 12"
10’-0"
12’-0"12’-0"
5’-0"
80’-0"
40’
40’
24’
24’
A B
34’
24’
5’
BARRIER BUTTONS
ON 30" CENTERS.
CURVE #2CURVE #1
=8^32’57" =8^32’57"
8.5
’8.5
’
PLAN
LEFT TURN SECTION
REGULAR SECTION
TYPE S-6-D SECTION
PLAN
LEFT TURN SECTION
REGULAR SECTION REGULAR SECTION
LEFT TURN SECTION
PLAN
TYPE M-6-D(B) SECTION
REGULAR SECTION
LEFT TURN SECTION
PLAN
TYPE S-4-D DIVIDED SECTION
DETAIL OF NOSE FOR 15’ WIDTH MEDIAN ISLAND
15’ MEDIAN
NON-REINFORCED MEDIAN PAVEMENT
DETAIL OF 5’ MEDIAN PAVEMENT
SPECIAL PAVING SECTION
SCHEMATIC HALF-SECTION
REINFORCED CONCRETE BASE W/ INTEGRAL CURB
AND GUTTER & ASPHALT SURFACE COURSE
TO THOSE SHOWN ELSEWHERE ON THIS SHEET FOR SECTIONS S-6-D, M-6-D(A), M-6-D(B),
S-4-D FOR CURB AND GUTTER DETAILS. SEE PAGE 1006
( TO BE USED ONLY WHEN SPECIFICALLY SHOWN ON THE PLAN )
NOTE: DUMMY JOINTS (SAWED
OR TOOLED) SHALL MATCH
STREET PAVEMENT JOINTS.
4" CONCRETE
12"M
AX
TYPE I - YELLOW BUTTONS ON 30" C-C
33’-0" 33’-0"
TYPE M-6-D(A) PAVEMENT
15’
2’-6"
7’-6"
VARIES ACCORDING TO CLASSIFICATION AND SECTION OF STREET SPECIFIED
þÿ�0�"� �T�O�
TYPICAL SECTIONS-DIVIDED ARTERIAL STREETS
þÿ�0�"� �T�O�
þÿ�0�"� �T�O�
10’
BACKFILL FOR MEDIAN SHALL
CONSIST OF EXCESS EXCAVATION.
THERE SHALL BE NO PAY ITEM FOR
ANY FILL MATERIAL PLACED
WITHIN THE MEDIAN. MAX. FILL
SHALL NOT EXCEED 12" AND SHALL
BE CROWNED IN THE MIDDLE FOR
PROPER DRAINAGE.
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
1002
PAVING DETAILS
MONOLITHIC MEDIAN NOSE
18’-0"
10’-0" 1’-0"
1’-0"
1’-0"
5’-0"
1’-3"R
#3 STIRRUP BARS
PAVEMENT REINF. BARS
6"
3"
A
A
BB
MONOLITHIC MEDIAN NOSE
SECTION B-B
SECTION A-A
3" VA
RIA
BL
E
3" T
O 6
"
12"
PAY LINE & KEYED
CONSTRUCTION JOINT
1
3
1"R
NOTE: MONOLITHIC MEDIAN NOSE & PAVEMENT
WITHIN PAY LINES SHALL BE PAID FOR
PER EACH, COMPLETE IN PLACE.
PAY LINE & KEYED
CONSTRUCTION JOINT
#3 BARS ALIGNED WITH
PAVEMENT REINFORCEMENT
6 TYPE I-YELLOW BUTTONS
ON 30" C-C (TO BE INSTALLED
& ORIENTED AS DIRECTED BY
THE ENGINEER).
PAY LINE & KEYED
CONSTRUCTION JOINT
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
1003
PAVING DETAILS
PAVEMENT JOINTS AND BRIDGE
APPROACH SLAB
SPACING DIAGRAM FOR JOINTS
SPACING DIAGRAM FOR DOWELS AT EXPANSION JOINTS
BRIDGE APPROACH SLAB
SAWED DUMMY JOINT
CONSTRUCTION JOINT
CONSTRUCTION JOINT
TRANSVERSE EXPANSION JOINT
EXPANSION JOINT
SAWED LONGITUDINAL DUMMY JOINT
OR CONSTRUCTION JOINT
SAWED DUMMY JOINT
NO. 3 BARS ON 24"
CTRS. BOTH WAYSLAP BARS 30 DIA. & TIE
NO. 3 BARS ON 24"
CTRS. BOTH WAYSLAP BARS 30 DIA. & TIE
FIRST POUR SECOND POUR
FIRST POUR SECOND POUR
FORMED GROOVE-EDGES
ROUNDED TO 1/4" RADIUS
FORMED GROOVE-EDGES
ROUNDED TO 1/4" RADIUS
FOR 8" THICKNESS PAVEMENT OR BASE
IDENTICAL FOR STREETS AND ALLEYS EXCEPT
ALLEY LONGITUDINAL REINFORCEMENT BARS
IDENTICAL FOR STREETS AND ALLEYS EXCEPT
ALLEY LONGITUDINAL REINFORCEMENT BARS
3/8"
T/4
1"
3/8"
T/4
1"
6"
3"
8"
4"
2"
1 -
1/2
"
1"
T
T/2 T
/4
20’-0"
TRANSITION INTEGRAL CURB-FROM 7 1/2" TO 6" HEIGHT
VA
RIE
S A
CC
OR
DIN
G T
O R
OA
DW
AY
WID
TH
SP
EC
IF
IE
D O
N P
LA
NS
17"
9"
9"
PAVEMENT
THICKNESS
NO. 4 BARS ON 9" CTRS
NO. 4 BARS ON 6" CTRS
2" CLEAR
2" C
LE
AR
2" C
LE
AR
9" T
HK
2" CLEAR
2" C
LE
AR
2" CLEAR
NO. 4 BARS ON 6" CTRS- -TOP & BOTTOM
NO. 4 BARS ON 9" CTRS- -TOP & BOTTOM
PAVING
BRACKET
1/2
" P
RE
MO
LD
ED
EX
PA
NS
IO
N
JO
IN
T F
IL
LE
R A
T A
BU
TM
EN
T
15’-0"
10’
10’
MA
JO
R T
YP
E S
TR
EE
TS
1/3
LA
NE
WID
TH
1/2"
T
T/2
2" MIN.
16" DOWEL COATING
6" 6" 5"
2"
MIN.
1 1/4" MIN. CLEARANCE
BAR STOP
CLOSED END
DOWEL SLEEVE TO FIT
DOWEL AND BE SECURED
DOWEL SUPPORT SHALL BE OF A METHOD
APPROVED BY ENGINEER
IDENTICAL FOR STREETS AND ALLEYS
MAJOR STREETS
PLAN
SECTION
10"
8"
10"
8"
10"
8"
10"
8"
10"
8"
10"
8"
10"
8"
10"
8"
10"
8"10"10"
8"10"
8"
16"
8"16"16"
8"16"
8"
10"
8"
10"
8"
10"
8"
10"
8"
10"
8"
10"
8"
10"
8"
10"
8"
34 SPACES @ 1’-0" 58 SPACES @ 1’-0"
54 SPACES @ 1’-0"
42 SPACES @ 1’-0"
38 SPACES @ 1’-0"
38 SPACES @ 1’-0"
40 SPACES @ 1’-0"30 SPACES @ 1’-0"
28 SPACES @ 1’-0"
10 @ 1’-0" 10 @ 1’-0"
12 @ 1’-0" 12 @ 1’-0"
18" 18"
18"18"
6"
6"
34’-0" B-B
31’-0" B-B
44’-0" B-B
41’-0" B-B
41’-0" B-B21’-0" B-B
27’-0" B-B 45’-0" B-B
57’-0" B-B31’-0" B-B
37’-0" B-B 61’-0" B-B
15’-0" 6"
CENTERLINE OF BRIDGE- NO JOINT
18 SPACES @ 1’-0"
REDWOOD EXPANSION JOINT FILLER
SAWED TRANSVERSE DUMMY
JOINTS SPACED 15’-0" TYPICAL
(20’-0"MAX.,10’MIN)
TYP.
TYP.
24" NO. 6 SMOOTH DOWEL FOR T=6"
24" NO. 8 SMOOTH DOWEL FOR 6" < T 12"
EZ-7 OR EQUAL COLD POUR
JOINT SEALANT (APPLIED IN TWO COURSES)1/2
"
EZ-7 OR APPROVED EQUAL COLD
POUR JOINT SEALANTVERTICAL SAW-CUT
3/16" TO 1/4" WIDE
NO. 3 BARS ON 24" CTRS. BOTH WAYS FOR T 9"
NO. 4 BARS ON 24" CTRS. BOTH WAYS FOR 9" T 12"
0
0
T/4
W
W TO 1.5 W
CLOSED CELL BACKER ROD, POLYURETHANE COMPOSITION. DIAMETER = W+ 1/8 IN. (DELETE BACKER ROD FOR EXPANSION JOINTS)
PAVEMENT SURFACE
NOTES
VOID
SPACE
TYPICAL JOINT SEALING DETAIL
EZ-7 OR APPROVED
EQUAL COLD POUR JOINT SEALANT
ADDITIONAL SIMILAR
JOINT ON 10’-0" CENTERS
EACH SIDE C.L. FOR
ROADWAY SECTIONS
WIDER THAN 30’.
CONSTRUCTION JOINT OR
SAWED LONGITUDINAL
DUMMY JOINT ALONG C.L.
OF ALL SINGLE ROAD-
WAY SECTIONS EXCEPT
PAVEMENT LESS THAN
14’ WIDE.
EZ-7 OR APPROVED EQUAL JOINT SEALANT (MEDIUM VISCOSITY- 500 TO 700 SAYBOLT AT 77^F)
W = JOINT WIDTH
EXPANSION JOINT SHALL BE FILLED WITH SEALANT IN TWO APPLICATIONS. FIRST APPLICATION
SHALL BE MADE WITH HIGH VISCOSITY EZ-7-700 TO 1000 SAYBOLT AT 77 F. SECOND APPLICATION
SHALL BE MADE WITH MEDIUM VISCOSITY EZ-7-500 TO 700 SAYBOLT AT 77 F. ONE WEEK
CURE TIME REQUIRED BETWEEN APPLICATIONS.
MINIMUM 48 HOUR CURE TIME REQUIRED BEFORE OPENING TO TRAFFIC (ALL SEALED JOINTS).
FOR GRADE EXCEEDING 10%, HIGH VISCOSITY EZ-7 SHALL BE USED FOR SEALING ALL LONGITUDINAL JOINTS.
EZ-7 JOINT SEALANT PRODUCED BY EZ SEAL, LLC, 408 N. BOWSER, SUITE 104, . (RICHARDSON, TX., 75081 (972-669-9178)
JOINTS IN FACE OF CURB SHALL BE SEALED WITH EZ-7 JOINT SEALANT HIGH VISCOSITY, COLD POUR OR EQUAL.
BACKER ROD
BACKER ROD
BACKER ROD
EZ-7 OR APPROVED EQUAL
COLD POUR JOINT SEALANT
FOR T < 9":
FOR 9" < T < 12": NO. 4 BARS ON 24"
CTRS. BOTH WAYS
FOR 6" MINIMUM THICKNESS PAVEMENT OR BASE
CHANGE BAR SPACING ACROSS JOINTS TO 12" CTRS.
FOR LONGITUDINAL JOINTS
LOCAL & COLLECTOR STREETS
LOCAL & COLLECTOR
TYPE STREETS
IDENTICAL FOR STREETS (CONCRETE PAVEMENT OR BASE)
AND ALLEYS EXCEPT THAT EXPANSION JOINTS FOR ALLEYS
SHALL BE PLACED AT THE END OF THE RETURN IN
LINE WITH THE PROPERTY LINE.
SPACING OF EXPANSION JOINTS SHALL NOT EXCEED 150 FEET.
ALL EXPANSION JOINT DOWEL BARS SHALL BE HELD FIRMLY IN PLACE PARALLEL
WITH THE PAVEMENT SURFACE WITH WIRE BASKETS MODIFIED TO MOLD AROUND
THE REDWOOD EXPANSION BOARD.
FOR ALL LONGITUDINAL CONSTRUCTION JOINTS PROVIDE TIE BARS AS FOLLOWS:
#3 BARS ON 12"C-C FOR PAVEMENT THICKNESS < 9 IN.
#4 BARS ON 12"C-C FOR PAVEMENT THICKNESS > 9 IN. AND < 12 IN.
ALL TIE BARS SHALL BE 24" MIN. LENGTH AND CENTERED ON THE LONGITUDINAL JOINT.
SAWED TRANSVERSE
DUMMY JOINTS
SPACED 15’ TYPICAL
(20’ MAX)
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
1004
PAVING DETAILS
DRIVEWAY TURNOUTS
2’
US
UA
L
4’
WA
LK
L
5’
WA
LK
B B
EXPANSION MATERIAL AND PAY LINE
NO. 3 BARS PARALLEL TO EDGE OF DRIVE
NO EXPANSION MATERIAL
FACE OF CURBKEYWAY
PROPERTY LINE
4"
4"
DRIVEWAY TURNOUT DETAIL
ALL STREETS
A
A
10’ MIN. (VARIABLE WIDTH) 5’ MIN. TRANSITION5’ MIN. TRANSITION
10’ MIN. WIDTH VARIES 10’ MIN. WIDTH
PROPERTY LINE
VA
RIE
S
VA
RIE
S
FACE OF CURB
WALK ABUTTING CURB
WALK AWAY FROM CURB
PAVING LIMIT
PAVING LIMIT
KEYWAY
1"/1’ MAX. SLOPE
6"
T
1"
2’
2"
1"
1-1/2
"
T/2
T/2
1"
SECTION A-A
NO. 3 BARS
6"
B B
EXPANSION MATERIAL
SECTION B-B
PAVING LIMITS FOR
INTERSECTING DRIVEWAYS
ROUT AND SEAL 1" DEEP
THROUGH LIMITS OF KEYWAY.
NO EXTRA PAY FOR
INCREASED THICKNESSMETAL
KEYWAY
4.5
’ U
SU
AL
AN
D M
AX
.
LE
SS
IF
P C
LO
SE
R
PAY LINE AT
BACK OF CURB
ROUT AND SEAL 1" DEEP
LENGTH OF KEYWAY
EXPANSION MATERIAL
AND PAY LINE
NO. 3 BARS ON 24" CENTERS
BOTH WAYS.
PL
PAVE DRIVEWAYS TO BACK OF WALK
WHEN DRIVES INTERSECT
2’
US
UA
L
6"O
R 8
"
DR
IVE
24’ MINIMUM LOCAL/COLLECTORS (SERVING LOW TO MED. DENSITY RESIDENTIAL PROPERTY)
30’ MINIMUM ARTERIALS AND LOCAL/COLLECTORS (SERVING HIGH DENSITY RESIDENTIAL/COMMERCIAL PROPERTY)
32’ MINIMUM ALLEY TURNOUTS
POUR TRANSITION TO BOTTOM OF CONC. SLAB OF STREET
2’
TR
AN
SIT
ION
A
A
CENTERLINE OF DRIVE
5’ ARTERIALS
2’ LOCAL/COLLECTORS
5’ ARTERIALS
2’ LOCAL/COLLECTORS
L
6" REINF. CONC. NORMALLY.
(8" REINF. CONC. FOR COMMERCIAL
OR INDUSTRIAL ACCESS)
6" REINF. CONC. NORMALLY.
(8" REINF. CONC. FOR COMMERCIAL
OR INDUSTRIAL ACCESS)
5’ CONC. WALK
4’ CONC. WALK
PA
Y L
IM
IT
FO
R P
RO
P.
DR
IVE
OR
PA
Y L
IM
IT
S F
OR
PR
OP
.
PA
VE
ME
NT
6" REINF. CONC. DRIVE NORMALLY-
(8" REINF. CONC. DRIVE
FOR COMMERCIAL OR INDUSTRIAL
432
457
457
432
457
432
456
46
3
457
432
&
ACCESS.-
4"CONCRETE SIDEWALK
6"-4000 REINF. CONC. DRIVE
4" CONC. SIDEWALK
EXPANSION JOINT
REQUIRED AT P
4" CONC. SIDEWALK
MA
X.
14
%
TO
WA
LK
MA
X.
14
%
TO
PL
2%
2%
2%
MA
X,
14
%
MA
X.
14
%
C
C
2%
LONGITUDINAL SAWED OR TOOLED JOINT
(SAWED DEPTH = T/4, TOOLED DEPTH = 1/2")
4’N
OR
MA
L
(3’M
INIM
UM
)
WA
LK
MA
X.
14
%
TO
WA
LK
2%
4’NORMAL
(3’MINIMUM)
WALK
SECTION C-C
PL
MA
X. M
AX
.
* THE GRADE BREAK AT THE GUTTER LINE AND AT ANY POINT
WITHIN 10 FEET OF THE GUTTER LINE MUST NOT EXCEED
12 PERCENT UNLESS A VERTICAL CURVE IS PROVIDED.
* 14% MAX. SLOPE
* 14% MAX. SLOPE
14% MAX. SLOPE
NOTES:
1. ALL SAWED DUMMY JOINTS SHALL BE SEALED WITH EZ-7 OR APPROVED
EQUAL COLD POUR JOINT SEALANT.
2. TOOLED OR SAWED JOINT WILL BE REQUIRED AT CENTERLINE
OF ALL DRIVEWAYS LESS THAN 24’ WIDE. ADDITIONAL JOINTS
WILL BE REQUIRED AT EQUAL SPACINGS FOR DRIVEWAYS
WIDER THAN 24’.
3. OFFSETS IN DRIVES TO MATCH PROPOSED WALKS WILL BE
BUILT MONOLITHIC WITH THE DRIVE.
4. PAVEMENT JOINTS WILL NOT EXTEND THROUGH DRIVE EXCEPT AS PROVIDED
FOR IN NOTES 9 AND 10 BELOW FOR CENTERLINE DRIVEWAY JOINTS.
5. KEYWAY LIMITS WILL COINCIDE WITH LIMITS OF 1" CURB.
6. REINFORCING STEEL WILL NOT EXTEND THROUGH KEYWAY.
DRIVE WILL NOT BE TIED TO PAVEMENT.
7. LENGTH OF TRANSITION FOR CURB AT EACH SIDE OF DRIVE
MAY VARY DUE TO STREET GRADES AND REQUIREMENT TO
HOLD MAXIMUM SLOPE OF 1"/1’.
8. AN EXPANSION JOINT WILL BE REPLACED AT THE PROPERTY LINE.
9. TRANVERSE SAWED DUMMY JOINTS SHALL BE CONSTRUCTED ON
15’ SPACINGS FOR DRIVEWAYS AS MEASURED FROM THE BACK
OF CURB.
10. LONGITUDINAL SAWED OR TOOLED DUMMY JOINTS SHALL BE CONSTRUCTED
FROM THE GUTTER EDGE TO THE PROPERTY LINE FOR ALL DRIVEWAYS
WIDER THAN 15’.
11. STREET JOINTS SHALL BE ADJUSTED IN LOCATIONS TO LINE UP WITH
DRIVEWAY CENTERLINES.
2%
MA
X.
4’ N
ORM
AL
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
2’
US
UA
L
4’
WA
LK
L
5’
WA
LK
EXPANSION MATERIAL AND PAY LINE
NO. 3 BARS PARALLEL TO EDGE OF DRIVE
NO EXPANSION MATERIAL
FACE OF CURBKEYWAY
PROPERTY LINE
4"
4"
A
A
10’ MIN. (VARIABLE WIDTH)
KEYWAY
1"/1’ MAX. SLOPE
6"
T
2"
2’
2"
1"
1-1/2
"
T/2
T/2
SECTION A-A
NO. 3 BARS
6"
B B
EXPANSION MATERIAL
SECTION B-B
ROUT AND SEAL 1" DEEP
THROUGH LIMITS OF KEYWAY.
NO EXTRA PAY FOR
INCREASED THICKNESSMETAL
KEYWAY
4.5
’ U
SU
AL
AN
D M
AX
.
LE
SS
IF
P C
LO
SE
R
PAY LINE AT
BACK OF CURB
ROUT AND SEAL 1" DEEP
LENGTH OF KEYWAY
EXPANSION MATERIAL
AND PAY LINE
NO. 3 BARS ON 24" CENTERS
BOTH WAYS.
1004A
OFF THE LOT LINE
4’ MIN. TRANSITION1’-0"4’ MIN. TRANSITION 1’-0"
SPECIAL DRIVEWAY TURNOUT DETAIL
4’-0" 1’-0" 4’-0"1’-0"
8’ MINIMUM TRANSITION
C
C
5’-0"
LOT LINE
NOTE:
THIS DESIGN IS FOR USE ONLY FOR
DRIVES CONSTRUCTED 5’ OFF THE
LOT LINE WHEN APPROVED BY
THE CITY.
SPECIAL DRIVEWAY TURNOUTS
ONLY FOR DRIVEWAYS CONSTRUCTED 5 FEET
14% MAX. SLOPE
2"
SECTION C-C
14% MAX. SLOPE
2’
2" 6"
NO. 3 BARS
PR
OP
ER
TY
LIN
E
NOTES:
1. OFFSETS IN DRIVES TO MATCH PROPOSED WALKS WILL BE
BUILT MONOLITHIC WITH THE DRIVE.
2. PAVEMENT JOINTS WILL NOT EXTEND THROUGH DRIVE.
3. KEYWAY LIMITS WILL COINCIDE WITH LIMITS OF 2" CURB.
4. REINFORCING STEEL WILL NOT EXTEND THROUGH KEYWAY.
DRIVE WILL NOT BE TIED TO PAVEMENT.
5. MAXIMUM SLOPE ON DRIVE IN ANY DIRECTION SHOULD BE
TO RESPECT PRINCIPLES OF BARRIER FREE CONSTRUCTION.
6. LENGTH OF TRANSITION FOR CURB AT EACH SIDE OF DRIVE
MAY VARY DUE TO STREET GRADES AND REQUIREMENT TO
HOLD MAXIMUM SLOPE OF 1"/1’.
7. AN EXPANSION JOINT SHALL BE PLACED AT THE PROPERTY LINE.
8. NOTES 1, 2, 4, 10, 11, AND 12 ON PAGE 1004 CONCERNING PAVEMENT
JOINTS APPLY TO THIS PAGE ALSO.
6" D
R.
20’ MINIMUM
ON LOCAL/COLLECTOR STREETS
EXPANSION JOINT
6" REINFORCED CONCRETE DRIVE
PA
Y L
IM
IT
FO
R P
RO
P.
DR
IVE
PA
Y L
IM
IT
S F
OR
PR
OP
.
PA
VE
ME
NT
6" REINF. CONC. DRIVE
LOCAL STREETS
46
34
56
457
&
457
4" CONC.
SIDEWALK
4" CONC.
SIDEWALK
4" CONCRETE SIDEWALK
MA
X.
SL
OP
E
14.0
%
2%
MA
X.
2%
MA
X.
2%
MA
X.
14
% M
AX
.
TO
WA
LK
3’ M
IN
. W
AL
K A
RE
A
4’
NO
RM
AL
2%M
AX.
4’ NORMAL
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
A. APPROVED WELDED WIRE FABRIC SHEETS MAY BE USED IN LIEU OF
DEFORMED REINFORCING BARS.
B. THE WIRE FABRIC SHALL BE SUPPORTED ON 36" CENTERS BOTH
NOMINAL DIA. OF 0.211 IN. & NOMINAL WT. OF 0.119 LBS/LIN. FT.
GENERAL NOTES
HALF PLAN ASPH. CONC. PVMT.
WITH SEPARATE CONC. CURB
AND GUTTER
HALF PLAN REINF. CONC. PVMT.
WITH INTEGRAL CONC. CURB
CONC. GUTTER
PVMT. BARS
EXPOSED 30
DIAMETERS
FACE OF CURB
4’-6" USUAL LOCAL STREET
NO. 3 24" LONG
BARS DOWELS
EXPOSED 30
DIAMETERS
2’-0"
6"
6"
PLAN
DRIVEWAY PAVING DETAILS
DRIVEWAY WITH STEPS IN CENTER
PARABOLIC CROWN
CONCRETE DRIVE APPROACH CONNECTION
TO GRAVEL DRIVE
SECTION THRU. PRIVATE DRIVEVALLEY GUTTER
FACE OF CURB
BLOCK-OUT LIMIT
IF NOT MONOLITHIC
WITH STREET PVMT.PAVEMENT REINFORCEMENT LAPPED 30 DIA. OR
NO. 3 BAR DOWEL 2’-0" LONG
USE ONLY TO MATCH EXISTING CONDITIONS AS DIRECTED BY THE ENGINEER. DETAIL ON PAGE 1004
STANDARD.
NO 3 BARS ON 24"
CTRS BOTH WAYS
CONCRETE WALK
PROPERTY LINE
10’-0"MINIMUM
US
UA
L
4’-0"
2’-0"
2’ USUAL VARIABLE4’
SIDEWALK 6" DRIVEWAY þÿ�S�L�O�P�E ��"� �T�O� �1�’� �M�
T.C.
14% MAX.
L
1005
PAVING DETAILS
PAVING DETAILS FOR DRIVEWAYS
AND INTERSECTIONS
GRAVEL DRIVE
ASPHALT TRANSITION
CONC. DRIVE APPROACH
24"
24
"
EXIT GRAVEL DRIVE
WALK AREA
VARIES
6"
6"
6"
NORMAL CROWN
þÿ���N�O�R�M�A
25’
3’-9"
2’-4"6"
6"
6" 2’-4"
3’-9"
TRANSVERSE BAR DIAGRAM
SECTIONSIDE ELEVATION
PL
PL
PAY LIMIT OF DRIVEWAY
1’-0" 3’-0" MIN
NO 3 BARS ON 24"
CTRS. BOTH WAYS
6"
6"
3’-0"
9’-0" MIN
6"
3’-0" MIN
3"
6"
1’-0"
11’-0" MIN WHEN WITH DRIVEWAY WALL
LAP 12"
PAY LIMIT
6’- 0"
6"
6"6"6"6"
3"
US
UA
L
PAY LIMIT
6"
6"
12
"
TR
AN
SIT
ION
NO
RM
AL
CR
OW
N
CR
OW
N A
DJU
ST
ME
NT
S
25’
25’
þÿ���N
�O
�R
�M
�A
�L
�
VA
LL
EY
GU
TT
ER
NORMAL CROWN FOR
THOROUGHFARES
þÿ���N�O�R�M�A�L� �C
20’ 25’
USUALþÿ���N�O
CROWN
GUTTER
NORMAL CROWN
RA
DIU
S
PO
INT
VA
LL
EY
GU
TT
ER
6"
þÿ ��"
2"
( ADJUSTMENT AT VALLEY GUTTER )
2’-0" 2’-0"
#3 BARS ON 24" CTRS.
6"
3’-0"
ASPH. PVMT.
REINF. CONC. PVMT.
REINF. CONC. PVMT.
1. NOTES 1-12 ON PAGE 1004 ALSO APPLY TO THIS PAGE.
3. ALTERNATE REINFORCEMENT FOR #3 BARS ON 24"C-C :
WAYS BY APPROVED BAR CHAIRS.
C. THE SIZE OF THE WIRE FABRIC SHALL BE 12X12-W3.5XW3.5 WITH A
FINE GRADE SURFACE HOT MIX ASPHALTIC CONCRETE, ITEM 504
4" THICK-RESIDENTIAL SINGLE FAMILY, DUPLEX OR AGRICULTURAL
6" THICK-MULTIFAMILY, RETAIL OR OFFICE
8" THICK-COMMERCIAL OR INDUSTRIAL
6" OR 8" REINF. CONC. DRIVE
14% MAXIMUM SLOPE FROM 1’ BEHIND SIDEWALK TO PL
8% MAX SLOPE TO 1’ BEHIND S.W.
FO
R L
OC
AL
AN
D
CO
LL
EC
TO
R S
TR
EE
TS
MIN
OR
AR
TE
RIA
LS
AN
D P
RIN
CIP
AL
CO
UP
LE
TS
WIL
L M
AIN
TA
IN
NO
RM
AL
CR
OW
N T
HR
OU
GH
IN
TE
RS
EC
TIO
NS
OF
LO
CA
L A
ND
CO
LL
EC
TO
R S
TR
EE
TS
WIT
HO
UT
VA
RIA
TIO
N.
2. BAR LAPS SHALL BE 30 DIAMETERS.
FOR LOCAL &
COLLECTOR STREETS
þÿ�M�I�N�:� �
þÿ�M�A�X�:� �
SIDEWALK SLOPE
8% MAXIMUM DESIRABLE TO P
GRADE BREAKS EXCEEDING 12% REQUIRE VERTICAL CURVE.
9’-6" USUAL ARTEIAL AND COLLECTOR
9’-6" USUAL ARTERIAL AND COLLECTOR
4’-6" USUAL LOCAL STREET
DRIVEWAYS ON ARTERIAL STREETS SHALL HAVE 10’ FACE OF CURB RADII.
DRIVEWAYS ON ARTERIAL STREETS SHALL HAVE 10’ FACE OF CURB RADII.
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
1006C.O.D.
PAVING DETAILS
PAVEMENT HALF SECTIONS
AND CURB SECTIONS
ROADWAY
WIDTH
20’
20’
26’
26’
33’
33’
36’
36’
40’
40’
44’
44’
56’
56’
60’
60’
TYPE
SURFACE
CONCRETE
ASPHALT
CONCRETE
ASPHALT
CONCRETE
ASPHALT
CONCRETE
ASPHALT
CONCRETE
ASPHALT
CONCRETE
ASPHALT
CONCRETE
ASPHALT
CONCRETE
ASPHALT
TOTAL
CROWN
3"
4"
4"
5"
6"
7"
6"
7"
6"
7"
6"
7"
8"
9"
8"
9"
POINT
1-11/16"
2-1/4"
2-1/4"
2-13/16"
3-3/8"
3-15/16"
3-3/8"
3-15/16"
3-3/8"
3-15/16"
4-1/2"
5-1/16"
4-1/2"
5-1/16"
MID
POINT
1"
1"
1-1/4"
1-1/2"
1-3/4"
1-1/2"
1-3/4"
1-1/2"
1-3/4"
1-1/2"
1-3/4"
2"
2-1/4"
2"
2-1/4"
3/4
3/4"
1/4
POINT
3/16"
1/4"
1/4"
5/16"
3/8"
7/16"
3/8"
7/16"
3/8"
7/16"
1/2"
9/16"
1/2"
9/16"
10’-6"
6"
6"
2’-6" 2’-6" 2’-6" 2’-6"
2’-0" 2’-0" 2’-0" 2’-0" 2’-0"
T
T/2
13’-6"
6"
6"
3’-3" 3’-3" 3’-3" 3’-3"
2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0"1’-0"
T
T/2
15’-6"
6"
6"
3’-9" 3’-9" 3’-9" 3’-9"
2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0"1’-0"
T/2
T
6"
6" 6"
T/2
T
1’-6"2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"
4’-6" 4’-6" 4’-6" 4’-6"
18’-6"
6"
6"6"
T
T/2
1’-6"
5’-0"5’-0"5’-0"5’-0"
2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0"
20’-6"
22’-6"
6"
6" 6"1’-6"
T
T/2
2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"
5’-6" 5’-6" 5’-6" 5’-6"
28’-6"
6"
6" 6"1’-6"
T
T/2
7’-0"7’-0"7’-0"7’-0"
2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0"
30’-6"
6"
6" 6"1’-6"
T
T/2
2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"2’-0"
7’-6" 7’-6" 7’-6" 7’-6"
6" 12"
VARIES ACCORDING TO ROADWAY WIDTH SPECIFIED
ASPHALT SURFACE OF THICKNESS SPECIFIED
T
T/2
VARIES ACCORDING TO ROADWAY WIDTH SPECIFIED
1 1/2" THICK. FINE GRADED ASPHALT SURFACE COURSE6"
SEPARATE
CONC. CURB
& GUTTER
2 1
/2
" FIRST POUR 4 1/2" COARSE GRADED ASPHALT BINDER
2 1
/2
"
T
6"
3/8" R
3"
1:3 BATTER
1 1/2" R
PAY
LIMIT
6" 1’-6"
5/8"3/8" R
PAY LIMITVA
RIE
S
7 1/2"
1" R 2" R
1 1
/2"
6"
1:3 BATTER
1 1/2"
6"
TA
1’-6"
3"3/8" R
3/8" R
PAY
LIMIT
6"
6"6"
3"
3/8" R
3/8" R
2’-6"
7"
6"
1:3 BATTER
1 1/2" R
6"
SPECIFIED
H.M.A.C.
THICKNESS
6"
6" 6"
6"
6"
2’-0"
3"
7"
1:3 BATTER
1 1/2" R
3/8" R
6"
6"
6"
6"
7"
1:3 BATTER
1 1/2" R
3" R
3"
3"
1’-6"
3/8" R
7"
3"
17 1
/4"
6"
3"
6"
27 1
/2"
6"
2"
5’-0"
3"
20 1/4"
#4 BAR
18"
4000 P.S.I. REINF. CONC.
LAYDOWN CURB & GUTTER
3"2’-3"
3’-0"
NO EXPANSION MATERIAL
NOTES: SUBGRADE UNDER WALK MUST
BE COMPACTED TO 95% PROCTOR,
OR USE A SAND CUSHION OF
4" MIN. THICKNESS.
FU
LL
CR
OW
N
3/4 POINT MID POINT 1/4 POINT
AS SPECIFIED
( USUAL 24" ) 6"3" R
3" R
3" R
HALF SECTIONS- REINFORCED CONCRETE PAVEMENT AND CURBS ALL CROWNS TO BE PARABOLIC IN SECTION AND SYMMETRICAL ABOUT CENTERLINE.
SCHEMATIC HALF SECTION OF REINFORCED CONCRETE
BASE WITH INTEGRAL CURB & GUTTER AND ASPHALT SURFACESCHEMATIC HALF SECTION OF ASPHALT PAVEMENT
WITH SEPARATE CONCRETE CURB & GUTTER
TABLE OF CROWN HEIGHTS AND ORDINATES
FOR VARIOUS PARABOLIC SECTIONS* SEE NOTE 12.
CURB AND CURB & GUTTER
MOUNTABLE CURB AND GUTTER DETAILS
REINF. CONC. WALK DETAILS
SEPARATE CURB & GUTTER
REINFORCEMENT SHALL BE NO. 4 BARS
INTEGRAL CURB
INTEGRAL CURB & GUTTER
SPECIAL CURB & GUTTER
ALL DETAILS RELATING TO CROWN HEIGHTS AND CONTOUR SHALL BE IDENTICAL TO THOSE
SHOWN FOR " REINFORCED CONCRETE BASE WITH ASPHALT SURFACE." ASPHALT SHALL BE
PLACED IN LIFTS OF NO MORE THAN 3 INCHES.
3" R
NOTE: SEPARATE CURB WITH 12" AND
18" GUTTER SHALL BE USED
ONLY AS REPLACEMENT TO
MATCH EXISTING CONDITIONS.
6" REINF. CONC. WALK.
#3 BARS 24" O.C. BOTH WAYS OR
6"X6"-6GA. WIRE MESH.3-3/8"
3-15/16"
3/8"
7/16"
STANDARD PAVEMENT THICKNESS
(T) OF STREETS FOR VARIOUS
STREET CLASSIFICATIONS AND
TRAFFIC DESIGN LOADING ARE
AS FOLLOWS:
-LOCAL STREET, NOT ON
BUS ROUTE.
-LOCAL STREET, ON BUS
ROUTE.
-RESIDENTIAL COLLECTOR
-COMMUNITY COLLECTOR
NORMAL TRAFFIC
DESIGN LOADING.
-COMMUNITY COLLECTOR
HEAVY TRAFFIC
DESIGN LOADING.
-PRINCIPAL AND MINOR
ARTERIALS, NORMAL
TRAFFIC DESIGN
LOADING.
-PRINCIPAL AND MINOR
ARTERIALS, HEAVY
TRAFFIC DESIGN
LOADING.
-CBD STREETS
-CBD STREETS
(ALTERNATE DESIGN)
6"
6"
8"
9"
10"
9"
11"
10"ON 4" CTB
10"ON 8"CEMENT
STABILIZED
SUBGRADE (10%)
SEE PAVING DESIGN MANUAL, TABLE
V-1 FOR DESIGN DETAILS
CLASSIFICATION T
ALL BARS TO BE NO. 4 FOR 9" < T < 12"
(ALTERNATE DESIGN USING PARABOLIC SECTIONS)
ALL BARS FOR T < 9" TO BE NO. 3 TRANSVERSE BARS TO BE SPACED ON 2’-0" CENTERS.
1. ALL SUBGRADE COMPACTION UNDER STREET PAVEMENT SHALL BE 98% STANDARD PROCTOR
DENSITY AT +2% OF OPTIMUM MOISTURE.
2. THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE AS
INDICATED ON THE PLANS AND ON THE SPECIFICATIONS.
3. BARS SHALL CONFORM TO CITY OF DALLAS STANDARD SPECIFICATIONS AND BE GRADE
40 ksi DEFORMED REINFORCING BARS. SIZES AND SPACING SHALL BE AS INDICATED
HEREIN EXCEPT SUCH ALTERNATES THAT MAY BE ALLOWED IN THE SPECIFICATIONS.
4. ALL CURB AND CURB & GUTTER SHALL BE INTEGRAL WITH PAVEMENT OR BASE EX-
CEPT THAT FOR ASPHALT PAVEMENT.
5. AS REFLECTED IN "TABLE OF CROWN HEIGHTS AND ORDINATES FOR VARIOUS PARA-
BOLIC SECTIONS", TOTAL CROWN HEIGHTS FOR ASPHALT PAVEMENT AND CONCRETE
BASE WITH ASPHALT SURFACE SHALL BE UNIFORMLY ONE INCH GREATER THAN
THOSE INDICATED FOR CONCRETE SURFACES, WIDTH FOR WIDTH OF ROADWAY.
6. CROWNS FOR ALL DIVIDED ARTERIAL STREET TYPE SHALL BE STRAIGHT LINE SLOPES.
7. CROWNS FOR ALL UNDIVIDED ARTERIAL, LOCAL OR COLLECTOR STREET TYPES MAY BE
PARABOLIC OR STRAIGHT IN SECTION.
8. DETAIL AND ARRANGEMENT OF JOINTS, ALL TYPES, SHALL BE AS SHOWN ON SHEET 1003.
9. INTEGRAL CONCRETE CURB AND CURB & GUTTER SHALL BE OF THE SAME COM-
PRESSIVE STRENGTH AS THE PAVEMENT OR BASE.
10. SEPARATE CONCRETE CURB & GUTTER SHALL BE OF THE STRENGTH SPECIFIED ON
THE PLANS.
11. SEPARATE CONCRETE CURB & GUTTER SHALL BE MARKED 3/8 " DEEP WITH AN AP-
PROVED TOOL IN 15 FOOT SECTIONS. EACH FOURTH JOINT SHALL BE AN EXPANSION
JOINT CONFORMING IN DETAILS TO THOSE SHOWN IN "PART C" FOR PAVEMENT EX-
CEPT THAT THE FILLER SHALL BE OF 1/2 INCH PRE-MOLDED BITUMINOUS JOINT
MATERIAL SHAPED SIMILAR TO THE CROSS SECTION OF CURB & GUTTER. THREE DOWELS
SHALL BE EMPLOYED FOR EACH EXPANSION JOINT.
12. BAR LAPS SHALL BE 30 DIAMETERS.
13. SIX INCHES OF LIME STABILIZED SUBGRADE REQUIRED WHEN THE SOIL P.I. IS GREATER
THAN 15 FOR LOCAL STREETS.
GENERAL NOTES FOR ALL TYPES OF REINFORCED CONCRETE
PAVEMENT OR BASE -- ARTERIAL, COLLECTOR, & LOCAL.
EXCEPT AS INDICATED ABOVE, ALL SECTION DETAILS SHALL BE IDENTICAL TO THOSE
SHOWN ELSEWHERE ON THIS SHEET FOR COLLECTOR AND LOCAL TYPE STREETS.
-EIGHT INCHES OF LIME OR CEMENT TREATED SUBGRADE REQUIRED WHEN THE SOIL P.I.
IS GREATER THAN 15 FOR COLLECTOR OR ARTERIAL STREETS, NORMAL TRAFFIC DESIGN LOADING.
-EIGHT INCHES OF CEMENT MODIFIED SUBGRADE (AT 4% DRY WEIGHT OF SOIL) FOR ARTERIAL
STREETS WHEN SOIL P.I. IS LESS THAN OR EQUAL TO 15, NORMAL TRAFFIC DESIGN LOADING.
-EIGHT INCHES OF CEMENT STABILIZED SUBGRADE FOR COMMUNITY COLLECTOR AND ARTERIAL
STREETS REGARDLESS OF SOIL P.I. FOR HEAVY TRAFFIC LOADING DESIGNS.
(SEE PAVING DESIGN MANUAL, TABLE V-1)
-CBD STREETS REQUIRE 4" CTB, 650 PSI COMPRESSIVE STRENGTH ON 6" COMPACTED SUBGRADE WITH
10" THICK REINFORCED CONCRETE PAVEMENT, REGARDLESS OF SOIL P.I. OR, IN THE ALTERNATE,
8 INCHES OF CEMENT STABILIZED SUBGRADE (AT 10% OF DRY WEIGHT OF SOIL) WITH 10" THICK
REINFORCED CONCRETE PAVEMENT. SEE PAVING DESIGN MANUAL, TABLE V-1 FOR DESIGN DETAILS.
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
1007251D 1
CBD
SPECIAL DETAILS
MISCELLANEOUS DETAILS
1"R
1"R
3/8"R
NOTE: GUTTER SLOPES 1"/12"
H.M.A.C.
3/8"R
3/8"R
1 1/2"R
1:4 BATTER
1 1/2"RNO. 5
NO. 3
90^
PAY LIMIT
PAVEMENT FOLLOWS
STREET CONTOUR
1:4 BATTER
1 1/2"R
1 1/2"R
90^
PAVEMENT FOLLOWS
STREET CONTOUR
NO. 3
NO. 5
PAY LIMIT
3/8"R
NOTE: GUTTER SLOPES 1"/12"
3/8"R
NOTE: GUTTER SLOPES 1"/12"
1 1/2"R
1 1/2"R
1:4 BATTER
90^
3/8"R
6"
6" 6"
6"
3"
3"
18"
9"
10
1/2
"
6"
6"
3"
3"
6"
6"
3"
3"
18"
9"
1 1
/2"
6"
6" 6"
3"
VARIABLE
12" USUAL
VA
RIA
BL
E
REINFORCEMENT SHALL BE NO. 5 BARS REINFORCEMENT SHALL BE AS NOTED REINFORCEMENT SHALL BE AS NOTEDFOR REPLACEMENT OF MID-BLOCK
SECTIONS TO MATCH EXISTINGCBD INTEGRAL CURBCBD SEPARATE CURB & GUTTER CBD INTEGRAL CURB & GUTTER
SCALE: 1 1/2" = 1’ SCALE: 1 1/2" = 1’ NO SCALESCALE: 1 1/2" = 1’
*
REMOVE
EXIST. CURB
& GUTTER
PROPOSED
CURB
PAY LINE
9" REINF. CONCRETE BASE
PAY LINE
SAWCUT
EXIST. ASPHALTIC
CONCRETE SURFACE
EXIST. CONCRETE
BASE TO REMAIN
4000 P.S.I. R.C. ST. HEADER TO
BE USED WHERE EXIST. STEEL
CANNOT BE EXPOSED OR WHERE
BASE IS DETERIORATED. PAY FOR
AS
REMOVE EXIST.
CONCRETE BASE
WITH ASPHALT
SURFACE
3/4"/1’ Desirable Max.
0.1’/1’ Absolute Max.
ASPHALT CONCRETE FINE
GRADED SURFACE COURSE
VARIABLE THICKNESS
6" 3000 P.S.I. CONCRETE
INTERGRAL CURB
WITH 12" GUTTER
7-16-85
NO SCALE
201427
202
410 504
201604
460
*
1’ USUAL
CBD PAVEMENT REPLACEMENT
CBD SEPARATE CURB & GUTTER
TYPICAL SIDEWALK
SCALE: 1"=10’
10’ USUAL
1/2" EXPANSION JOINT EVERY 40’
TOOLED JOINTS
2’-6" GRID ALONG CURB
2’-6" GRID ALONG CURB
6’ MIN. VARIABLE HEIGHT
CURB 6" TO 5/8"
PAY LINE
EXPANSION JOINT
6’ MIN. VARIABLE HEIGHT
CURB 6" TO 5/8"
NOTE: BARRIER FREE RAMPS
SHALL HAVE A GROOVED RAKE
FINISH 1/8" DEEP SPACED 1"
APART. DRIVEWAY RAMPS NEED
NOT BE RAKED.
SCALE: 1"=10’
CBD BARRIER
FREE RAMP
20’R
PROPERTY LINE
P.C.
P.C.
PA
Y L
IN
E
5/
8
"
C
UR
B
TH R
U
B
.F
.R
.WA
RP
WARP
30"
10’
7’-6"
SCALE: 1/2"=1’
CBD DETAIL FOR SHALLOW DEPRESSION INLETS
NOTE: SEE PAGE 2004 FOR REINFORCEMENT DETAILS
FACE OF CURB
13 1/2"R
6"R
36"
18"
4"
2"
71/2"
NOTES:
3. KEYWAY LIMITS WILL COINCIDE WITH LIMITS OF 1" CURB.
4. REINFORCING STEEL WILL NOT EXTEND THROUGH KEYWAY.
DRIVE WILL NOT BE TIED TO PAVEMENT.
TO RESPECT PRINCIPLES OF BARRIER FREE CONSTRUCTION.
6. LENGTH OF TRANSITION FOR CURB AT EACH SIDE OF DRIVE
MAY VARY DUE TO STREET GRADES AND REQUIREMENT TO
EXPANSION MATERIAL
4" NON-REINFORCED
CONCRETE SIDEWALK ITEM 357
SECTION B-B
NO SCALE
4"
2"
1"
1-1
/2"
T/2
T/2
1"
6" D
R.
NO. 3 BARS
NO EXTRA PAY FOR
INCREASED THICKNESS
METAL
KEYWAY
ROUT AND SEAL 1" DEEP
THROUGH LIMITS OF KEYWAY.
SECTION A-A
NO SCALE
CBD DRIVEWAY TURNOUT DETAIL
SCALE: 1" = 5’
20’ TYP 5’ MIN5’ MIN
6"
1"
6"
SID
EW
AL
K
WID
TH
WARP LINE
EXPANSION JOINTEXPANSION JOINT NO EXPANSION MAT’L
NO. 3 BARS ON 24" CENTERS
BOTH WAYS
NO. 3 BARS PARALLEL
TO EDGE OF DRIVE
4"
4"
STREET
PROPERTY LINE OR BLDG. LINE
A
A
B B
2’
4"-NON-REINFORCED
CONCRETE WALK
PA
Y L
IM
IT
FO
R P
RO
P.
DR
IV
E
NOTE: TOOLED JOINTS FOR SIDEWALKS AGAINST CURB
MUST MATCH STREET PAVING JOINTS.
EXPANSION JOINTS FOR SIDEWALKS AGAINST CURB
MUST ALIGN WITH THE EXPANSION JOINTS IN STREET PAVEMENT.
6"- REINFORCED CONCRETE DRIVE
10
"
PA
Y L
IM
IT
S F
OR
PR
OP
.
PA
VE
ME
NT
46
3 &
4
56
1. STANDARD PAVEMENT FOR CBD STREETS IS INTEGRAL
CURB WITH 10" THICK REINFORCED CONCRETE PAVEMENT ON 4" CTB
650 PSI, NO ASPHALT SURFACES. ANY EXCEPTIONS MUST BE PROVIDED
FOR IN THE PLANS APPROVED FOR THE PROJECT.
2. 9" BASE USED WITH STANDARD 4" CTB, 650 PSI DESIGN;
9" BASE USED ON ALTERNATE 8" CEMENT STABILIZED SUBGRADE
(@10%) DESIGN
5. MAXIMUM SLOPE ON DRIVE IN ANY DIRECTION SHOULD BE 1" PER 1’.
HOLD MAXIMUM SLOPE OF 1" PER 1’.
4"- REINFORCED RAMP WITH NO. 3 BARS
AT 24" O.C.E.W. BACK OF WALK TO BACK OF CURB
REMOVAL OF ASPHALT CONCRETE
OVER CONCRETE BASE WHICH
WILL REMAIN IN PLACE WILL BE
PAID FOR AS 201
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
2001
A
"Y" TYPE INLETS
STANDARD INLETS & CURBS
DRAINAGE DETAILS
A
6" 6"1’-3" 1’-3"
3’-6"
1’-3"
1’-3"
6"
6"
3’-6
"
4’-0"
6" 6"
6"
4’-0"
1’-6" 1’-6"
1’-
6"
1’-
6"
6"
AA
BENT BARS STRAIGHT BARS
ALL REINFORCING SHALL BE NO. 4 BARS.
"B" BAR "C" BAR "D" BAR
6"
6"
6"
6"
4’-0
" U
SU
AL
4’-6"
6"
1/2
"
2"
"B" BAR
"A" BAR
"E" BARS
"B" BAR
WELD
CONC. BUILD UP
1’-6"
1/2
"
6"
7"
9"
6"
3’-6
" U
SU
AL
5’-1" U
SU
AL
18
"
CONC. BUILD UP
3"
2’-6
"
2’-6" 3"
3’-0"
3’-0"
3" CLEAR
SPECIAL "Y" INLET STANDARD TYPE "Y" INLET
SECTION A-A
SECTION A-A
SECTION B-B
SECTION B-B
"B" BARS
"A" BAR
WELD
BBBB
B
B
A
A
STANDARD RECESSED STORM DRAINAGE INLETS & CURBS
SECTION A-A
SECTION A-A
SECTION B-B
FOR 36", 48" & 60" INLETS
FOR 6’, 8’ & 10’ INLETS
P OF STREETL
WARP PAVE. SURF. TO THROAT OF INLET
NORMAL FACE OF CURB
PAY LIMIT LINE
13’ R
AD
IUS
13’ R
AD
IUS
13’
RA
DIU
S
13’
RA
DIU
S
GUTTER GRADE AT NORMAL FACE OF CURB
6 1
/2
"
11
1/2
"
7 1/2"
TOP OF INLET
VARIABLE WITH SIZE OF INLET
2’-0"
1’
VA
RIA
BL
E
2’-4" 6"6"12"
18"
6"
4"
71
/2
"
13 1
/2"R
6"R4 7/8"
4"
SLOPE 1/4" PER FOOT
VARIABLE
SLOPE 1/4" PER FOOT
2’-0"
1’-0"
6"
6"
6"6"
4"
2’-0"
3’-0"
4’-6
" U
SU
AL
71
/2
"
WALK
"A" BARS SHALL BE NO. 8 BARS PLACED AS SHOWN
& WELDED AT EACH CORNER OF THE INLET.
ALL OTHER BARS SHALL BE NO. 5 BARS PLACED
AS SHOWN.
12"
C. T
O C
.
12
"
C.
TO
C.
NO
RM
AL
6"
INT
. C
UR
B
10’
VARIABLE HEIGHT CURB
10’
VARIABLE HEIGHT CURB
GUTTER GRADE ALONG VARIABLE
HEIGHT CURB.
NO
RM
AL
6"
INT
. C
UR
B
1/2" PREMOLDED EXPANSION
MATERIAL
NOTES: DEPTH OF INLETS MAY VARY TO SUIT CONDITIONS IN THE FIELD
OR AS SPECIFIED ON PLANS.
USE CITY OF DALLAS STANDARD INLET FRAME & COVER
PAGE 2004 (22 1/8 " FRAME)NOTE: STREET SAWED DUMMY
JOINT SHALL BE TOOLED
THROUGH INLET THROAT.
1/2" EXPANSION
MATERIAL
BLOCKOUT
LINE
CONSTRUCT EXPANSION
JOINTS AT BLOCKOUT EDGES
PROVIDE STREET SAWED DUMMY
JOINT OR CONSTRUCTION JOINT IN
LINE WITH BLOCKOUT EDGES FOR
CONC. INTEGRAL PAVEMENT.
CONC.
WALK
PL
NOTE:
1. SEE PAGE 2004 FOR REINFORCING & BEAM DESIGN.
2. PLASTIC OR NEOPRENE COATED STEEL STEPS SHALL
BE PROVIDED FOR ALL EXTRA DEPTH INLETS GREATER
THAN 4.5’ AND SHALL BE EMBEDDED SECURELY INTO
BACK OF INLET ON 15" CENTERS VERTICALLY AND
STAGGERED ON 12" CENTERS HORIZONTALLY.
3. SEE DETAIL ABOVE FOR PROPER INLET TIE-IN TO ADJACENT
SIDEWALK FOR ALL SIZE INLETS THAT ARE ADJACENT TO
SIDEWALKS.
4. GENERAL NOTES 1-10 ON SHEET 2003 ALSO APPLY TO THIS
SHEET.
5. EXPANSION JOINTS SHALL BE CONSTRUCTED ALONG EDGES OF
ALL STREET INLET PAVEMENT BLOCKOUTS.
6. CONCRETE FOR INLETS TOPS SHALL BE CLASS HAND FINISH
CONCRETE (4500 psi) WHEN USED IN STREETS AND ALLEYS.
3/4" EXPANSION MATERIAL
CONC.
WALK
USE 9" LONG NO. 3 BARS ON 24" CTRS. DRILLED
3" INTO THE BACK OF INLET AND 6" INTO SIDEWALK
AND EPOXY GROUTED
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
2002
DRAINAGE DETAILS
DOUBLE GRATE INLET
TRIPLE GRATE INLET
CURB IN UNIT PRICE
BID FOR INLET
DO NOT INCLUDE
VARIABLE HEIGHTDO NOT INCLUDE VARIABLE HEIGHT CURB
IN UNIT PRICE BID FOR INLET
4"
þÿ�6
þÿ�1
�
þÿ�7�’�- DOWNSTREAM
VARIES- 4’-0" TO 5’-0"
TOP OF CURB
GUTTER FLOW LINE
AT CURB FACE.
LATERAL
UPSTREAM
VARIES - 6’-0" TO 10’-0"
DO NOT INCLUDE VARIABLE HEIGHT CURB
IN UNIT PRICE BID FOR INLET
4"
þÿ�6
þÿ�1
�
þÿ�5�’� DOWNSTREAM
VARIES - 4’-0" TO 5’-0"
DO NOT INCLUDE
VARIABLE HEIGHT
CURB IN UNIT PRICE
BID FOR INLET
TOP OF CURB
GUTTER FLOW LINE
AT CURB FACE.
LATERAL
4"
þÿ�6
þÿ�1
�
4"
þÿ�6
þÿ�1
�
þÿ�7�’�-
þÿ�8�’�-
6"6"
6"
TOP OF CURB
LATERAL
3/4" X 4" MCH. BOLTS
1/2" MORTAR FINISH, TROWEL TO A
SMOOTH HARD SURFACE
6" WF 15.5- 2’-8" LONG
3/4" X 4" MCH. BOLTS
SECTION E-E
SECTION F-FSECTION C-C
SECTION D-D
SECTION B-B
PLAN VIEW
PLAN VIEW
þÿ�5�’�
þÿ�6�’�
6" 6" 6"
1’-0"
4’-6"
5’-0"
6"
FLOW
3 BARS A
FLOW
TOP OF CURB
LATERAL
A
A
C C
B B
5 BARS G
6"
6"
6"
1’-
6"
3’-0"
DO NOT INCLUDE VARIABLE HEIGHT CURB
IN UNIT PRICE BID FOR INLET.
þÿ�8�’�-
DO NOT INCLUDE
VARIABLE HEIGHT
CURB IN UNIT PRICE
BID FOR INLET.
8 BAR B
3 BARS A
CURB
STANDARD INLET GRATES
AND FRAMES. SEE PAGE 2010.
5’-0"
4’-6"
1’-0"
6"
3 BARS A
DO NOT INCLUDE VARIABLE HEIGHT CURB
IN UNIT PRICE BID FOR INLET.
þÿ�6�’�
D
D
F F
E E
CURB IN UNIT PRICE
BID FOR INLET.
DO NOT INCLUDE
VARIABLE HEIGHT
6"
6"
6"
3’-0"
1’-6"
6 BARS B
3 BARS A
3 BARS G
CURB
6" 6"2’-0"
3’-0"
6"
4’-6"
5’-0"
CAST WITH CURB
6 BARS B
1 /2" R.
1’-0"
6" R.
DEPRESSION OF
GRATES TO SUIT
CONDITIONS.
3 BARS A
3 BARS G
4"
SECTION A-A
6" 6"2’-0"
3’-0"
6"
4’-6"
5’-0"
CAST WITH CURB
6 BARS B
1 /2" R.
1’-0"
6" R.
DEPRESSION OF
GRATES TO SUIT
CONDITIONS.
3 BARS A
5 BARS G
4"
GENERAL NOTES:
SEE SHEET 2004 FOR
STEEL DETAILS FOR
WALLS & BOTTOM
SEE SHEET 2010 FOR
STANDARD FRAME DETAIL
AND SHEET 9010 FOR
GRATE DETAILS.
STEEL DETAIL
8’-8" - TRIPLE GRATE INLET
5’-11" - DOUBLE GRATE INLET
6"
BARS A - #5 BAR, 9’-8" LONG ( TRIPLE GRATE INLET )
6’-11" LONG ( DOUBLE GRATE INLET ),
3 REQUIRED.
2’-0"
þÿ�2 þÿ�2
þÿ�2���
5"
1’-3"
BARS B - #5 BAR, 3’-9" LONG, 8 REQUIRED ( TRIPLE
GRATE INLET ) ; 6 REQUIRED ( DOUBLE
GRATE INLET )
BARS G - #3 BAR, 1’-3" LONG, 5 REQUIRED ( TRIPLE
GRATE INLET ) ; 3 REQUIRED ( DOUBLE
GRATE INLET )
2’-6" WF 15.5-2’-8" LONG
UPSTREAM
VARIES - 6’-0" TO 10’-0"
1 1 20
SCALE FEET
1 1 20
SCALE FEET
1 1 20
SCALE FEET
1 1 20
SCALE FEET
1 1 20
SCALE FEET
1 1 20
SCALE FEET
1 1 20
SCALE FEET
1 1 20
SCALE FEET
PROVIDE ONE STREET OR ALLEY SAWED DUMMY OR
CONSTRUCTION JOINT IN LINE WITH EDGE OF INLET FOR
EVERY TWO INLETS ADJACENT TO EACH OTHER .
6"
PROVIDE ONE STREET OR ALLEY SAWED DUMMY OR
CONSTRUCTION JOINT IN LINE WITH EDGE OF EACH INLET.
EXPANSION JOINT
#
þÿ���"� �M�O�R�T�A�R� �F�
TO A SMOOTH HARD SURFACE
FLOW FLOW
SEE SHEET 2004 FOR
STEEL DETAILS FOR
WALLS & BOTTOM
SEE SHEET 2010 FOR
STANDARD FRAME DETAIL
AND SHEET 9010 FOR
GRATE DETAILS.
#
1. PROVIDE EXPANSION JOINTS ALONG EDGES OF ALL
STREET PAVEMENT BLOCKOUTS.
2. CONCRETE FOR INLET TOPS SHALL BE CLASS A HAND
FINISH CONCRETE (4500 psi) WHEN USED IN STREETS
AND ALLEYS.
3. TYPE " L " GRATES SHALL BE USED AS SHOWN ON
SHEET 9010.
4. LATERAL MAY ENTER INLET AT ANY GRADE, ANGLE OR
LOCATION. INCLUDE IN UNIT PRICE BID FOR STANDARD
GRATE INLET COMPLETE IN PLACE ALL ITEMS, INCLUDING
EXCAVATION.
5. REINFORCING STEEL AND CASTING SHALL CONFORM
TO THE SPECIFICATIONS.
6. EXTRA DEPTH OF INLETS WILL BE DIMENSIONED ON PLANS.
A SEPARATE BID ITEM PER FOOT OF EXTRA DEPTH
WILL BE PROVIDED. STEPS WILL BE REQUIRED.
7. PROVIDE STREET AND ALLEY JOINTS AS SHOWN FOR
INTEGRAL CONCRETE PAVEMENT.
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
2003
DRAINAGE DETAILS
"14-FOOT" CURB INLET
STANDARD DEPTH 4-FEET 6-INCHES
GENERAL NOTES
NO SCALE
STEEL SCHEDULE FOR 14-FOOT INLETS
BAR
CODE
A
B
C
D
F
G
H
J
K
U
NO.
REQ’D
12
10
14
2
7
15
4
12
2
5
BAR
SIZE
4
4
4
4
4
3
4
3
4
3
LENGTH
16’-1"
11’-2"
þÿ�4�’�
þÿ�1�4�’
16’-1"
3’-9"
4’-7"
3’-0"
3’-0"
3’-9"
WEIGHT
(LBS.)
129
79
45
19
75
28
13
14
4.00
8
DESCRIPTION AND REMARKS
SEE DETAILS
SEE DETAILS
SEE DETAILS
SEE DETAILS
SEE DETAILS
SEE DETAILS
SEE DETAILS
SEE DETAILS
SEE DETAILS
STRAIGHT BARS
SEE SECTION "EE"
SEE SECTION "BB"
SEE SECTION "CC"
SEE SECTION "BB"
SEE SECTION "EE"
SEE SECTION "BB"
BOTTOM 12" CTR.
WALLS 13" CTR.
SPACE
*
þÿ�2�
18"
8"
*
12"
þÿ�4
16"
*
þÿ�9
**
*
*
*
*
ALTERNATE CONSTRUCTION
TOTAL STEEL FOR 4’-6" STANDARD DEPTH INLET.
415 LBS.
WEIGHT OF STEEL MAY VARY WITH INCREASED
DEPTH OF INLET BY AN AVERAGE OF 17.5 LBS
þÿ�P�E�R� �E�A�C�H� ��� �F�O�O�T
5.25 CUBIC YARDS OF 3000 P.S.I. CONCRETE
REQUIRED PER STANDARD INLET
þÿ�C�O�N�C�R�E�T�E� �F�O�R� �E�A�C�H
OF DEPTH 0.32 CU. YD.
þÿ�8
þÿ�8
þÿ�4
BA
RS
"H
"
BA
RS
"H
"
þÿ�4
BARS "A" 14’-8"
BARS "F" 14’-8"
BARS "H" 3’-2"
BARS"B"
BARS"D"
4’-3"
3’-9
"
3’-2"
13’-5"
þÿ�8
BARS"C"
þÿ�4
þÿ�3�
12
"
þÿ�3
þÿ�1�
8"
þÿ�4
þÿ�2
þÿ�3
3"
4"
þÿ�4
þÿ�2 þÿ�2
BARS"G"
BARS"U" BARS"J"
BAR DETAILS
6"6"
5"
þÿ�1
60^
4"
14
"
þÿ�1�
þÿ�6
R=5"
73^45"
SECTION E-E & HALF SECTION ELEVATION
BARS"U"
BARS"B"
BARS"C"
BARS"H"
BA
RS
"A
"
þÿ�1��
þÿ�1 C
L
7’-6"
6"
þÿ�1
CL
2" 2"
4" 4"
2"C
L
6"
2"CL
4"
1’-7"
CONSTRUCTION
JOINT
PLAN VIEW
4’-0"
USUAL 10’-0"
A
JOINT
þÿ���"� �E�X�P�A�N�S�I
C
C
D
D
12"MIN
MIN. 50^
15"
INLET COVER
FRAME
15"MIN
15’-0"
6’-8" 6’-8"6" 8" 6"
þÿ���"� �C�H
AROUND OPENING
PAY LINE
6"
6"
12
"
3’-6
"
þÿ���"� �E�X�P�A�N�S�I
USUAL 10’-0"
A
JOINT
SECTION A-A
INLET DEPTH MAY VARY AS SHOWN ON
PLANS OR AS DIRECTED BY THE ENGINEER
VARIABLE HEIGHT CURB
þÿ���"� �E�X�P�A�N�S�I
10’ MAX
B
B
15’-0"
6’-8" 6’-8"6" 8" 6"
VARIABLE HEIGHT CURB
10’ MAX
þÿ���"� �E�X�P�A�N�S�I
4’-6"
ST
AN
DA
RD
DE
PT
H
FALSE BOTTOM WITH WARPED INVERT
TROWELED TO A SMOOTH HARD SURFACE,
þÿ�S�L�O�P�E�D� �F�R�O�M� ��"� � �
FIT CONDITIONS.
VARIABLE HEIGHT CURB NOT PART OF INLET,
HOWEVER MAXIMUM LENGTH WILL BE USED
WHEN INLET IS LOCATED IN SAG.
VARIABLE HEIGHT CURB LENGTH MAY VARY AS
DIRECTED BY THE ENGINEER AND WILL BE
GOVERNED BY STREET GRADE.
SECTION B-B
PLAN
TOP
BOTTOM
EE
BARS J
BARS G
BARS K
BARS B
BARS C
BARS D
BARS F
BARS U BARS A BARS B
1’-6" 12"CTR
BARS G
SECTION C-C
BARS G
BARS C
BARS D
BARS B
BARS A
BARS B
BARS J
BARS A
BARS F
CONSTRUCTION JOINT
CORNER RADIUS 1"
PERMISSIBLE
CONSTRUCTION
JOINT
PA
Y L
IN
E
2’-6"
3’-6"
6" 6"
2"
CL
1’-7"
4"
8"
6"
US
UA
L 5
’-0
"
2"C
L
6"
þÿ�1
6"
5"
9"
12"
PAVEMENT
REINFORCEMENT
JO
INT
USUAL 4’-0"
6"
2"C
L
5"
6"
þÿ�1
CL
R=
12’
þÿ�1���
þÿ�1
�
CL
1’-6"
2" CLþÿ�88"
þÿ�1��CL
þÿ�1
þÿ�4 þÿ�3 þÿ�4þÿ�2 þÿ�2
1’-6"
BARS G
BARS C
BARS D
BARS B
BARS A
BARS B
BARS J
BARS A
BARS F
PA
Y L
IN
E
2’-6"
3’-6"
6" 6"
2"
CL
1’-7"
4"
8"
6"
US
UA
L 5
’-0
"
2"C
L
6"
þÿ�1
6"
9"
12"
2"C
L
5"
6"
þÿ�1
CL
R=
12’
2" CL
þÿ�1��CL
þÿ�1
SECTION D-D
BARS U
BARS H
EX
PA
NS
ION
þÿ���"� �E�X�
MATERIAL
PROVIDE STREET SAWED DUMMY OR
CONSTRUCTION JOINTS IN LINE WITH BLOCKOUT
EDGES FOR INTEGRAL CONCRETE PAVEMENT
EXPANSION
þÿ���"� �E�X�
MATERIAL
PROVIDE STREET SAWED DUMMY OR
CONSTRUCTION JOINTS IN LINE WITH
EDGE OF INLET WALLS
EXPANSION
þÿ���"� �E�X�
MATERIAL
*
*
ALTERNATE PRECAST INLET BOTTOMS
MAY BE APPROVED ON A INDIVIDUAL BASIS
FOR INLETS IN STREETS AND ALLEYS ONLY.
PRE-CAST INLETS SHALL BE OF EQUAL OR
BETTER STRENGTH, MATERIAL AND WORK-
MANSHIP, AND SHALL MEET THE STANDARD
DESIGN CRITERIA OF THE CAST IN PLACE
INLETS SHOWN IN THESE DETAILS.
1. CONCRETE FOR INLET CONSTRUCTION SHALL BE CLASS HAND
FINISH CONCRETE (4500 psi) WHEN USED IN STREETS AND ALLEYS.
2. DIMENSIONS RELATING TO PLACEMENT OF REINFORCING BARS
ARE FROM CENTER TO CENTER OF BARS UNLESS OTHERWISE
NOTED. BAR SPLICES ARE PERMISSIBLE IF BARS ARE TIED
AND OVERLAPPED 30 DIAMETERS.
3. PIPE LATERALS MAY ENTER INLET AT SIDES OR ENDS.
4. STRUCTURAL EXCAVATION WILL NOT BE A SEPARATE PAY
ITEM.
þÿ�5�.� �C�H�A�M�F�E�R� �A�L�L� �E�X�P�O�S�E�D� �E�D�G�
6. INLET COVER & FRAME SHALL BE AT THE SAME
END OF INLET AS PIPE LATERAL.
7. SEE SHEET 2001 FOR SIDEWALK ADJACENT TO INLET DETAIL.
8. PROVIDE STREET JOINTS AS SHOWN FOR INTEGRAL CONCRETE
PAVEMENT.
9. PROVIDE EXPANSION JOINTS ALONG EDGES OF ALL STREET
PAVEMENT BLOCKOUTS.
10. EXTRA DEPTH INLETS WILL BE DIMENSIONED ON PLANS.
A SEPARATE BID ITEM PER FOOT OF EXTRA DEPTH WILL
BE PROVIDED. STEPS WILL BE REQUIRED IN THIS CASE.
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
2004
DRAINAGE DETAILS
36, 48, AND 60 INCH INLETS
6, 8 AND 10 FOOT INLETS
US
UA
L 4
’-6" -
MA
X. 5’-0"
6"
þÿ� � � �A�T� �1���"� CL
6"
VA
RIA
BL
E
þÿ�7
BARS B
INLET OPENING L IN INCHES
BAR A
þÿ�W�A�R�P� �T�O� �S�U�I�T
MORTAR FINISH TROWELED TO A
SMOOTH HARD SURFACE
BAR C
4"
þÿ�7
þÿ�1��
BARS A
BARS C
NORMAL SLOPE
þÿ ��"�/�
CONFORMS TO
PARKWAY SLOPE
12"
5"
þÿ�7
þÿ�7
þÿ�7
4"
þÿ�7
8"
BAR G
PAVING
12"PIP
E
PIP
E
US
UA
L 4
’-6" -
MA
X. 5’-0"
VA
RIA
BL
E6"
þÿ�1��
1" R
6" 6"2’-0"
3’-0" 36, 48 & 60
INCH INLET
SECTION B-B
SECTION C-C
C
4’-0"
5’-0"
36" INLET
48" INLET
60" INLET
6" 6"INLET OPENING L IN INCHES
BARS B
6"
6"
2’-0"
3’-0"
B B
BARS B
BARS A
6’-0"
12
"
MIN
.
3"3"
C
BARS C
REINFORCING PLANC
4’-0"
5’-0"
6’-0"
6" 6"
18"
INLET OPENING L IN INCHES
36" INLET
48" INLET
60" INLET
6"
6"
2’-0"
3’-0"
BUSUAL 10’-0"
B
12
"12" P
IPE
INLET OPENING L IN INCHES12" GUTTER
C
A AA
PLAN
4’-0
5’-0"
6’-0"
6" 6"
18"
INLET OPENING L IN INCHES
36" INLET
48" INLET
60" INLET
6"
4"
6"
þÿ�7
þÿ�7
UP GRADE
USUAL 10’ UP GRADE
DO NOT INCLUDE SPECIAL
CURB & GUTTER IN THIS
WING IN UNIT PRICE BID FOR INLET
US
UA
L 4
’-6
"
MA
X.
5’-0
"
VA
RIA
BL
E
1" R 1" R TOP OF CURB
FLOW LINE OF GUTTERSTANDARD
CURB & GUTTER
DOWN GRADE
USUAL 10’ DOWN GRADE
DO NOT INCLUDE
SPECIAL CURB &
GUTTER IN THIS WING
IN UNIT PRICE BID FOR
INLET
SPECIAL CURB & GUTTER
IN THIS DISTANCE IS A
PART OF THE INLET
36, 48 AND 60 INCH INLETS
SECTION A-A
2’-6"
2’-6"
2’-6"
2’-9"
2’-9"
2’-9"
36" INLET - 4 REQD.
36" INLET - 4 REQD.
48" INLET - 4 REQD.
60" INLET - 4 REQD.
60" INLET - 8 REQD.
48" INLET - 6 REQD.
#5 BARS A
#5 BARS B6" 6"
3’-9"
4’-9"
5’-9"
36" INLET - 2 REQD. 4’-9" LONG
48" INLET - 2 REQD. 5’-9" LONG
60" INLET - 2 REQD. 6’-9" LONG
#5 BARS C
3’-0"
36", 48" & 60"
þÿ &�"� � �0� �
#3 BARS G
REINFORCING STEEL DETAILS NOT TO SCALE
3’-0"
1’-6"
þÿ�7
2"
6" R1
3.5
" R
FACE OF CURB
DETAIL FOR SHALLOW
DEPRESSION INLETS
1" LETTERING
þÿ�R�A�I�S
A
þÿ &�"�þÿ�9
A
KEY HOLE
1" LETTERS
þÿ�R�A�I�Sþÿ !�"� �D�I�A�.�
STORM
PLAN OF COVER
DRAIN
þÿ�
þÿ�
þÿ�
þÿ
6"þÿ
�
þÿ
þÿ�
þÿ
þÿ�2�
SECTION OF FRAME
INLET FRAME AND COVER
DC
C
6’ INLET
8’ INLET
10’ INLET
6" 6"
7’-0"
9’-0"
11 ’-0"
9"
9"
INLET OPENING L IN FEET
12"
GU
TT
ER
4"D
A
BB
2’-4"
3’-4"
6"
6"
12
"
GU
TT
ER
PIP
E
CURB
CORRECTIONS IN PAVING VARY FOR EACH INLET.
THE LIMITS OF REMOVING AND REPLACING OF
PAVING WILL BE DETERMINED BY THE ENGINEER
AND WILL BE MEASURED AND PAID FOR AT THE
CONTRACT PRICE BID PER SQUARE YARD.
PLAN
9"
INLET OPENING L IN FEET6"6"
6’ INLET
8’ INLET
10’ INLET
7’-O"
9’-O"
11’-O"
UP GRADE
6"
VA
RIA
BL
E
USUAL 10’ UP GRADE
DO NOT INCLUDE SPECIAL
CURB & GUTTER IN THIS
WING IN UNIT PRICE BID
FOR INLET
US
UA
L 4
’-6
"
MA
X.
5’-0
"
DOWN GRADE
USUAL 10’ DOWN GRADE
DO NOT INCLUDE SPECIAL
CURB & GUTTER IN THIS
WING IN UNIT PRICE BID
FOR INLET
SECTION A-A
þÿ�1�’�-
þÿ�5
þÿ�7
2"
þÿ�3
þÿ�2
6’ INLET 3 REQ’D.
8’ INLET 4 REQ’D.
10’ INLET 4 REQ’D.
#3 BARS H
3’-0"
3’-0"
3’-0"
6’ INLET - 10 REQ’D 3’-3" LONG
8’ INLET - 13 REQ’D. 3’-3"LONG
10’ INLET - 16 REQ’D. 3’-3"LONG3"
#3 BARS A
6’ INLET - 1 REQ’D. 4’-10" LONG
8’ INLET - 1 REQ’D. 6’-10" LONG
10’ INLET - 1 REQ’D. 8’-10" LONG
#3 BARS B
6"6"
6’-8"
8’-8"
10’-8"
#4 BARS C
6’ INLET - 5 REQ’D. 4’-8" LONG
8’ INLET - 5 REQ’D. 4’-8" LONG
10’ INLET - 5 REQ’D. 4’-8" LONG
#4 BARS D
3’-6" 1 REQ’D.
6’,8’, & 10’ INLETS
#4 BARS F
3’-0"
#3 BARS G
6’, 8’ &10’ INLETS
þÿ &�"� �0� � �
10’ INLET - 15 REQ’D. 11’-8" LONG
8’ INLET - 15 REQ’D. 9’-8" LONG
6’ INLET - 15 REQ’D. 7’-8" LONG
þÿ�þÿ�3 3" 3"
þÿ�1
þÿ�11’-4"
1"
4"
1" R
þÿ�7
þÿ�1
�
6" þÿ�4
þÿ�3
þÿ�1
6"
4"
18"
þÿ�1
þÿ�
BARS A
BARS D
BAR G
BAR C
BARS F @ C BARS D @ CORS.
ALTERNATE
SECTION D-D
( SEE STD. SEC. D-D BELOW )
þÿ�N�O�R�M�A�L
SLOPE
4"
1" R
þÿ���
BARS C
þÿ�7
þÿ�1
�’�
6" R
þÿ�1
�3�
BAR G
BARS C
6" 6"2’-4"
3’-4" 6’, 8’ & 10’ INLETS
þÿ���
4"
6"
VA
RIA
BL
E
US
UA
L 4
’-6" -
MA
X. 5’-0"
BARS C
18"
BAR H
SECTION C-C
PIP
E
þÿ�1þÿ�3
þÿ�3
þÿ�2
3"25"
þÿ���
BAR C
4"
þÿ�3
4" þÿ�9
1" R
BAR G
þÿ�4þÿ�1
þÿ�1� 6"
2’-4"
BARS F @ C- BARS D @ COR’S.L
SECTION D-D
FOR STANDARD INLETS
6" R
þÿ�1
�3�
NOTES APPLICABLE TO ALL INLETS:
þÿ�1
�
10
"
2"
9"
2"
4"
VA
RIA
BL
E
US
UA
L 4
’-6
"-M
AX
. 5
’-0
"
6"
BARS A SPACED 9" CTRS.
INLET OPENING L IN FEET
PIP
E
þÿ�1
BAR D
12
"12"
12"
12
"
6"
BA
RS
C
BAR D REAR WALL
BAR F FRONT WALL @ CL
WARP TO SUIT CONDITIONS
þÿ���"� �M�O�R�T�A�R� �F�I
TO A SMOOTH HARD SURFACE
BAR B
SECTION B-B
BAR D
6,8 & 10 FT. INLET
BAR D BAR D BAR C
BAR D
BAR A
BAR D
2"
2"
2"2"
2"
2"
6’ INLET
8’ INLET
10’ INLET
1’-8"1’-8"1’-8"1’-8"
2’-2" 2’-2"
2’-8" 2’-8"
REINFORCING PLAN
ALTERNATE
BAR F BAR D
BAR H
BAR C
BAR B
þÿ�
þÿ
þÿ�
þÿ�
þÿ þÿ
4"
þÿ�þÿ�
þÿ
þÿ þÿ�
þÿ
þÿ�þÿ�
þÿ�2�
þÿ�1�
SECTION OF FRAME
INLET FRAME AND COVER
DRAIN
STORM
þÿ &�"�
þÿ�7
PICK HOLE
A
1" LETTERS
þÿ�R�A�I�S
KEY HOLE
þÿ
1" LETTERS
þÿ�R�A�I�S þÿ !�"� �D�I�A�.�
A
þÿ
þÿ�
þÿ
þÿ�1
1"
1"
þÿ�1
�
þÿ�þÿ� þÿ�
þÿ�1
BR
ON
ZE
BO
LT
W/
BR
AS
S S
PR
IN
G
A-APLAN OF COVER
þÿ� �
þÿ�1
þÿ�
þÿ
þÿ�
þÿ
1"
1"
þÿ
þÿ
þÿ þÿ�
þÿ�
þÿ�2�
BR
ON
ZE
BO
LT
W/
BR
AS
S S
PR
IN
G
þÿ�1
þÿ�
þÿ�þÿ�
A-A
þÿ
þÿ
þÿ�
þÿ�
þÿ�
þÿ�
8"
0 3 6
SCALE IN INCHES
SCALE FEET
01
BAR G
USUAL 10’-0"
CURB
4’
6"
þÿ��
PICK HOLE
NO SCALE
1
0 4 8 12
SCALE IN INCHES
4"
þÿ�3�’�-
þÿ�1
�’�-
þÿ�
FLOW LINE OF GUTTER
TOP OF CURB
2’-4"
L
0 3 6
SCALE IN INCHES
SCALE IN FEET
0 1 2 3
18"
þÿ�2�6
PA
Y
LIN
E
9" O
R 1
2"
BAR H #3
DIAM. @
18" C-C
þÿ�7
4"
þÿ�7
1" R
PROVIDE STREET JOINTS TO LINE UP WITH EDGES AS SHOWN
PROVIDE EXPANSION JOINTS
ALONG BLOCKOUT EDGES FOR
CONCRETE STREETS
þÿ���"� �E�X�
MATERIAL
THE INLET FRAME & COVER SHALL BE AT THE SAME END OF INLET AS
PIPE LATERAL.
PROVIDE SHEET JOINTS IN INTEGRAL CONCRETE STREET PAVEMENT AS SHOWN.
1.
2.
3.
4.
5.
6.
7.
þÿ�7
PROVIDE EXPANSION JOINTS
ALONG BLOCKOUT EDGES FOR
CONCRETE STREETS
þÿ���"� �E�X�
MATERIAL
PROVIDE STREET JOINTS TO LINE UP WITH EDGES AS SHOWN
ONE EDGE OF
INLET ONLY
PA
Y L
IN
E
CORRECTION IN PAVING VARY FOR EACH INLET. THE LIMITS OF REMOVING AND REPLACING
PAVEMENT WILL BE DETERMINED BY THE ENGINEER, AND WILL BE MEASURED AND PAID
FOR AT THE CONTRACT UNIT PRICE PER SQUARE YARD.
LATERAL PIPE MAY ENTER INLET AT ANY LOCATION.
REINFORCEMENT, STRUCTURAL STEEL AND CASTINGS SHALL CONFORM TO
THE SPECIFICATIONS.
GENERAL NOTES 1-10 ON SHEET 2003 ALSO APPLY
þÿ�T�O�P� �O�F� �I�N�L�E�T� �S�L�O�P�E� �S�H�A�L�L� �C�O�N�F�O�R�M� �T�O�
CONCRETE FOR INLET TOPS SHALL BE CLASS HAND FINISH CONCRETE (4500 psi) WHEN
USED IN STREETS AND ALLEYS.
ALTERNATE CONSTRUCTION .
ALTERNATE PRECAST INLETS MAY BE APPROVED ON AN INDIVIDUAL BASIS PRECAST INLETS
SHALL BE OF EQUAL OR BETTER STRENGTH MATERIAL, AND WORKMANSHIP AND SHALL MEET
THE STANDARD DESIGN CRITERIA OF THE CAST-IN-PLACE INLETS SHOWN IN THESE DETAILS.
S5x10
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
2005
DRAINAGE DETAILS
SLOTTED DRAINS
IN STREETS AND ALLEYS
D
D
D
SECTION WITH REINFORCED CONCRETE PAVEMENT
SECTION THROUGH DRIVE
SECTION WITH ASPHALTIC CONCRETE PAVEMENT
REINFORCED CONCRETE
PAVEMENT WITH
INTEGRAL CURB
VARIABLE
DETERMINED BY PIPE
DIAMETER ( D ) AND BY
PAVEMENT THICKNESS
( T )
NO. 3 BARS
24" C-C MAX.3" 3"
1’-3"
3"
R=3"
þÿ�R�=
ASPHALTIC
CONCRETE
PAVEMENT
T
STABILIZED BASE
( USUAL ) 6" TRENCH BACKFILL
SEE NOTE NO. 5
NO. 3 BAR
D/4
þÿ� 6"
þÿ�5
D/2
HAND FINISH
1’-3"VARIABLE
BLOCKOUT
LINE
3"
3"
CONSTRUCTION
JOINT
NO. 3 BARS
24" C.-C. MAX.
6"
D/2
þÿ�
þÿ�5
6"
D/4
NO. 3 BAR
TRENCH BACKFILL
SEE NOTE NO. 5
NO. 3 BARS
24" C.-C. MAX.
3" 3"9" 21"
D/4
TRENCH BACKFILL
SEE NOTE NO. 5
ASPHALTIC CONCRETE PAVEMENT
PAVEMENT TRANSITION AT END OF SLOTTED DRAIN
3’
ASPHALTIC
þÿ���"� �E�X�P�A�N�S�I
CONCRETE PAVEMENT
WARP FLOW LINE OF
GUTTER TO MEET
SLOTTED DRAIN
FACE OF CURB
BACK OF CURB
6" H
T.
CU
RB
VARIABLE
HEIGHT CURB
þÿ�5���"� �H
�
INTEGRAL CURB
SLOTTED DRAINREINFORCED CONCRETE
SEPARATE CURB/GUTTER
1’-3"
REINFORCED CONCRETE
PAVEMENT
REINFORCED CONCRETE PAVEMENT
HAND FINISH
BLOCKOUT LINE AND
CONSTRUCTION JOINTWARP FLOW LINE OF
GUTTER TO MEET
SLOTTED DRAIN
FACE OF CURB
BACK OF CURB
3’
REINFORCED CCONCRETE
PAVEMENT
SLOTTED DRAIN
INTEGRAL CURB
VARIABLE
HEIGHT CURB
6" H
T. C
UR
B
þÿ�5���"� �H
�
1’-3"
REINFORCED CONCRETE PAVEMENT
PAVEMENT TRANSITION AT END OF SLOTTED DRAIN
WATER MUST NOT
OVERFLOW ON TO
PRIVATE PROPERTY
Y
CL
3"
6" MAX. DESIGN WATER
DEPTH
NOTE: Z=- FOR SHALLOW
V- SHAPED CHANNELS
T
Y
USUAL ALLEY
REINFORCEMENT
WHERE SLOTTED DRAIN MAY BE
SUBJECT TO WHEEL LOADS, THICKENED
PAVEMENT WILL BE REQUIRED
ADD 2- NO. 3 BARS
EXTEND 2’ BEYOND
END OF SLOTTED DRAIN
TRENCH BACKFILL
SEE NOTE NO. 5
SECTION THROUGH VALLEY
ALLEYS, PARKING LOTS, ETC.
Y
YY
OW
6" CURB
Q
Q
O
H = AVERAGE DEPTH OF FLOW IN FEET = 0.1’
L = LENGTH OF SLOTTED DRAIN NECESSARY TO PICK UP ORIFICE FLOW ( Q )
O W
Z
N
þÿ 8/3
W
Z
N
þÿ 8/3
W
W
O
O W
W W
W
Q QW W
W W
W
W
W
C H 0.103
W W
3/2
O O
O
Q Q
0.399
O O
O O O
O
O
O
O
L = ---------------- = ------- = 2.5 Q ( FOR Y= 6" )
C = ORIFICE COEFFICIENT = 0.60
A = AREA OF ORIFICE = 0.14 SQ. FT. / LN. FT.
g = ACCELERATION OF GRAVITY = 32.2 FT. / SEC. / SEC.
H = AVERAGE DEPTH OF FLOW IN FEET = 0.35’ FOR Y = 6"
L = ADJUSTED LENGTH OF SLOTTED DRAIN DUE TO GUTTER GRADE
S/< 1% : NO ADJUSTMENT
S > 1% : L = -------
C A 2gH
L + L
1 - 4S
O W
Q = GUTTER CAPACITY = Q + Q
Q = 0.56 ( - ) - S -Y OR USE TRIANGULAR CHANNEL FLOW NOMOGRAPH
Z = RECIPROCAL OF CROSS SLOPE
N = ROUGHNESS COEFFICIENT IN MANNING FORMULA ( USE N = O.0175 )
Y = DEPTH OF FLOW. MAX. = HEIGHT OF CURB ( USUALLY 6" )
S = GRADE OF GUTTER IN FT./ FT.
Q = PORTION OF WATER DRAINED BY WEIR FLOW
Q = 0.56- ( - ) - S - Y
Y = DEPTH OF WATER CONSIDERED AS WEIR FLOW /< 0.2’
Q = PORTION OF WATER DRAINED BY ORIFICE FLOW = Q - Q
Y = DEPTH OF WATER CONSIDER AS ORIFICE FLOW > 0.2’
L = LENGTH OF SLOTTED DRAIN NECESSARY TO PICK UP WEIR FLOW ( Q )
L = ---------- = ------ = 9.7 Q ( Y = 0.2’ )
C = WEIR COEFFICIENT = 3.26
GENERAL NOTES :
8% MAX. GRADE
T
W
1. ECONOMICAL INSTALLATION ON GRADE SHOULD BE DESIGNED TO PICK UP ORIFICE FLOW
ONLY AND BYPASS WEIR FLOW. FOR Y=6", USE Q = 0.9Q.
2. SLOTTED DRAIN IS MANUFACTURED IN 20’ LENGTHS. INSTALLATIONS SHOULD BE
MULTIPLES OF 20’ OR HALF-LENGTH SECTIONS OF 10’.
3. SPECIAL PERMISSION IS REQUIRED FOR SLOTTED DRAIN INSTALLATION IN SAGS.
4. SLOTTED DRAINS WILL BE CONNECTED TO MAIN STORM DRAIN BY STANDARD BENDS,
CONNECTING BANDS AND THE REQUIRED LENGTH AND SIZE OF CORRUGATED METAL PIPE.
5. TRENCH BACKFILL MUST BE TAMPED TO 95% OF MAXIMUM DENSITY, OR A
CEMENT - SAND CONCRETE SLURRY OR LEAN GROUT MAY BE USED.
6. THE EXTRA CONCRETE FOR THE THICKENED PAVEMENT WILL BE INCLUDED IN THE COST
OF THE DRAIN.
7. SLOTTED DRAIN PIPE WILL HAVE A MINIMUM DIAMETER OF 15" AND A MAXIMUM OF 24".
8. PAVING DETAILS SHOWN ARE FOR USE WITH 6" DEEP GRATE ON SLOTTED DRAIN.
þÿ� � �S�P�E�C�I�A�L� �D�E�S�I�G�N� �M�U�S�T� �B�E� �A�P�P�R�
9. HEEL PLATE WILL BE INSTALLED ACCORDING TO MANUFACTURER’S RECOMMENDATIONS WHERE
SPECIFIED IN PEDESTRIAN AREAS. DESIGN LENGTH MUST BE ADJUSTED ACCORDINGLY.
0
PROVIDE JOINT IN STREET PAVEMENT
TO LINE UP WITH BLOCKOUT LINE
þÿ���"� �E�X�
MATERIAL
D
45^
45^
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
2006
DRAINAGE DETAILS
CONCRETE PIPE INSTALLATION
PREFAB. INLET BOX INSTALLATION
DETAIL OF CONCRETE COLLAR
3" UNDERCUT FOR PLACEMENT OF PIPE BEDDING
ROCK 3"
6" 6"
VA
RIE
S
VA
RIE
S
6" 6"
6" 6"
d=DEPTH OF BEDDING MATERIAL BELOW PIPE.
H=BACKFILL COVER ABOVE TOP OF PIPE.
TRENCH WIDTHS SHOWN ARE MINIMUM FOR PROPER
PLACEMENT AND COMPACTION OF EMBEDMENT AND
BACKFILL.
TRENCH WIDTHS SHOWN WILL BE USED FOR CALCU-
LATION OF ROCK EXCAVATION WHEN DESIGNATED
AS A PAY ITEM.
EMBEDMENT MATERIAL
CRUSHED ROCK
GRADATION: 0 RETAINED ON 1 1/4"
95%-100% RETAINED
ON NO. 10
NATURAL GROUND
OR ROCK
NOTE:
TRENCH WIDTHS BASED ON
1.25 Bc+1.0 WHERE Bc IS
THE OUTSIDE DIAMETER OF
THE PIPE IN FEET.
PIPE
DIAMETER
(INCHES)
TRENCH
WIDTH
(FEET)
15
18
21
24
27
33
36
42
48
54
60
66
72
78
84
90
96
3.0
3.4
3.8
4.1
4.5
5.2
5.6
6.3
7.0
7.8
8.5
9.2
10.0
10.7
11.4
12.1
12.9
DEPTH OF BEDDING
MATERIAL BELOW
PIPE
D (Inside Diameter) d (Min)
3"
4"
6"
27" OR SMALLER
30" TO 60"
66" & LARGER
6"
MIN
.
6"
MIN
.
COMPACTED BACKFILL TO
95% MIN. DENSITY
COMPACTED BACKFILL 90%
PROCTOR MINIMUM DENSITY
H
24"
d
Bc
Bc/2
1/8
H
6"
MIN
INSTALLATION WILL BE AS SHOWN OR AS DESCRIBED
IN THE GENERAL SPECIFICATIONS FOR CONSTRUCTION
REINFORCED CONCRETE CLASS III
PIPE INSTALLATION
FOR END TO END EXTENSIONS
ROCK FOUNDATION
MAXIMUM
4:1 SLOPE
NOTE:
FOR H>10’ DESIGN MUST BE CHECKED. UNLIMITED TRENCH
WIDTH WILL NOT BE PERMITTED FOR CLASS III PIPE AND
HIGHER TYPE PIPE EMBEDMENT MAY BE REQUIRED.
TOP 24" OF BACKFILL MUST BE COMPACTEDTO 95% DENSITY
UNDER PAVEMENT. SUBGRADE STABILIZATION UNDER STREET
PAVEMENT SHALL BE COMPACTED TO 98% STANDARD PROCTOR
DENSITY AT + 2% OF OPTIMUM MOISTURE TO THE DEPTH SHOWN
ON THE PLANS AND IN ACCORDANCE WITH THE SPECIFICATIONS.-
24"
1/4
"
3 1/4"
5/8" DIAM.
REINF. ROD
BERNTSEN Model
ROD 5325 OR
EQUAL
FL
OO
DW
AYMA
RK
ER
NO FE
NC
ING
OR
CO
NSTRU
C
TION
BEY
ON
D
TH
IS P
O IN T
+
3 1/4"
DO
N O T D IS
T
UR
B
2’-0
"1’-0"
Formed 3000 psi
Concrete
Ground
NO SCALE
FLOOD MANAGEMENT MONUMENT
IN NATURAL GROUND
6" FOR BACKFILL WITH
FLOWABLE FILL TO FILL VOIDS
OR COMPACT WITH SELECT SURPLUS
EXCAVATION COMPACTED IN 8" LIFTS
TO 95% STANDARD PROCTOR DENSITY.
CAST IN PLACE INLET TOP
AND TRANSITION REQUIRED
NOTE:
Where Street or Alley is
crossed by the Storm Sewer
a 95% Proctor Min. Density
will be required up to bottom
of proposed subgrade.
BACKFILL AROUND PIPE
FLOWABLE FILL OR COMPACTED
SELECT MATERIAL FROM
TRENCH EXCAVATION.
90% PROCTOR MIN. DENSITY
TOP OF SUBGRADE
SELECT BACKFILL SALVAGED FROM TRENCH
EXCAVATION MUST BE CLEAN AND FREE
OF LARGE ROCKS. IT MUST BE APPROVED
BY THE ENGINEER AND STOCKPILED FOR
USE WHEN NEEDED. IF ACCEPTABLE MAT-
ERIAL IS NOT AVAILABLE, FLOWABLE BACKFILL
PER NCTCOG ITEM 2.15 (e) & (f) WILL BE
REQUIRED.
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
2007
DRAINAGE DETAILS
FOR PIPE CULVERTS
CONCRETE HEADWALLS
TABLE OF DIMENSIONS AND QUANTITIES FOR TWO TYPE A HEADWALLS TABLE OF DIMENSIONS AND QUANTITIES FOR TWO TYPE B HEADWALLS
REINF. STEEL FOR TWO HEADWALLS REINFORCING STEEL AND QUANTITIES FOR TWO HEADWALLS
STEEL CONC.
Wt.Lgth. C.Y.LBS.Wt.Av. Lgth.No.Wt.Lgth.Wt.Lgth.Wt.Lgth.SizeNo.
BARS F
Wt.Lgth.Wt.Av. Lgth.No.No. Wt.Wt.Av. Lgth.No.Wt.No. Lgth.Wt.Av. Lgth.No.G K X H Y WG K WHET Lgth. Wt. No. Lgth. Wt. Lgth. Wt. No. Wt.Lgth.Size SizeLgth. Wt. No.
STEEL CONC.
C.Y.LBS.
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
"
72"
"
"
"
66"
"
"
"
60"
"
"
"
54"
"
"
"
48"
"
"
"
42"
"
"
"
36"
"
"
"
30"
"
"
"
24"
"
"
"
18"
"
"
"
15"
"
"
"
12"
"
"
"
12"
"
"
"
12"
"
"
"
12"
"
"
"
12"
"
"
"
12"
"
"
"
12"
"
"
"
12"
"
"
"
15"
"
"
"
15"
"
"
"
15"
"
"
"
15"
"
"
"
15"
"
"
"
12"
"
"
"
12"
"
"
"
12"
"
"
"
12"
"
"
"
12"
"
"
"
12"
"
"
"
12"
"
"
"
"
"
9"
"
"
"
9"
"
"
"
9"
"
"
"
9"
"
"
"
9"~
"
"
~
"
"
~
"
"
~
"
"
~
"
"
~
"
"
~
"
"
~
"
"
~
"
"
~
"
"
~
"
"
~
"
"
3’-2"
3’-1"
3’-0"
2’-10"
2’-5"
2’-2"
1’-11"
1’-8"
1’-5"
1’-2"
1’-0"
10"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
1’-9"
1’-9"
1’-9"
2’-0"
2’-3"
2’-6"
2’-9"
3’-0"
3’-3"
3’-6"
3’-9"
4’-0"
68
95
.52
.82
122 1.11
151 1.40
101
138
174
214
.75
1.16
1.57
1.98
129
172
219
264
1.00
1.55
2.11
2.65
176
239
304
368
1.62
2.46
3.32
4.18
245
340
435
532
2.34
3.58
4.80
6.04
308
426
544
666
3.23
4.89
6.55
8.22
392
541
690
838
4.23
6.40
8.56
10.74
483
676
871
1072
5.43
8.25
11.07
13.89
586
845
1107
1367
6.71
10.28
13.84
17.42
681
984
1278
1587
8.11
12.34
16.57
20.82
792
1129
1458
1807
9.65
14.54
19.42
24.31
878
1253
1639
2017
11.32
16.91
22.52
28.11
TABLE
OF
DIMENSIONS
TOTAL
QUANTITIES
TABLE
OF
DIMENSIONSC = 2’-0"
#4 @ 12"
*TOTAL
QUANTITIES
DIA
M.
OF
PIP
ES
NO
. O
F
PIP
ES
NO
. O
F
PIP
ES
DIA
M.
OF
PIP
ES
GENERAL NOTES:
All exposed corners shall be chamfered 3/4".
Reinforcing steel shall be placed with the center of the outside
layer of bars 2" from the surface of the concrete. Total Quantities
include one 20 diameter lap for all bars over 60’-0" in length.
This dimension
reduced 1’-1 7/8" for
each successive bar.
This dimension
increased 2’- 7" for
each successive bar.
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
2’-6"
2’-9"
3’-0"
3’-6"
4’-0"
4’-6"
5’-0"
5’-9"
6’-3"
6’-9"
7’-3"
7’-9"
7’-0"
8’-3"
9’-6"
12’-0"
14’-6"
17’-0"
19’-6"
23’-0"
25’-6"
28’-0"
30’-6"
33’-0"
60’-6""
51’-4"
42’-2"
56’-3"
47’-8"
39’-1"
52’-0"
44’-0"
36’-0"
47’-6"
40’-2"
32’-10"
42’-3"
35’-10"
29’-5"
36’-6"
30’-10"
25’-2"
21’-11"
26’-10"
31’-9"
27’-0"
22’-10"
18’-8"
22’-3"
18’-10"
15’-5"
17’-6"
14’-10"
12’-2"
15’-0"
12’-9"
10’-6"
12’-6"
10’-8"
8’-10"
60’-2"
51’-0"
41’-10"
32’-8"
55’-11"
47’-4"
38’-9"
30’-2"
51’-8"
43’-8"
35’-8"
27’-8"
47’-2"
39’-10"
32’-6"
25’-2"
41’-11"
35’-6"
29’-1"
22’-8"
36’-2"
30’-6"
24’-10"
19’-2"
31’-5"
26’-6"
21’-7"
16’-8"
26’-8"
22’-6"
18’-4"
14’-2"
21’-11"
18’-6"
15’-1"
11’-8"
17’-2"
14’-6"
11’-10"
9’-2"
14’-8"
12’-5"
10’-2"
7’-11"
12’-2"
10’-4"
8’-6"
6’-8"
60’-2"
51’-0"
41’-10"
32’-8"
55’-11"
47’-4"
38’-9"
30’-2"
51’-8"
43’-8"
35’-8"
27’-8"
47’-2"
39’-10"
32’-6"
25’-2"
41’-11"
35’-6"
29’-1"
22’-8"
36’-2"
30’-6"
24’-10"
19’-2"
31’-5"
26’-6"
21’-7"
16’-8"
26’-8"
22’-6"
18’-4"
14’-2"
21’-11"
18’-6"
15’-1"
11’-8"
17’-2"
14’-6"
11’-10"
9’-2"
14’-8"
12’-5"
10’-2"
7’-11"
12’-2"
10’-4"
8’-6"
6’-8"
BARS A 1
4 ~ #3
BARS A 2
#3 @ 18" +-
BARS E
4 ~ #5
BARS F 1
+@ 12" -
BARS F 2
+@ 12" -
BARS B
#3 @ 18" +-
BARS D 1
#3 @ 12" +-
BARS E
8 ~ #5
BARS G
4 ~ #3
BARS S
12 ~ #4
BARS W
4 ~ #5
- D XBARS B 1
#3 @ 18" +-
- B XBARS A 1
#4 @ 12" +-
- A X
28
35
43
51
33
42
52
61
38
49
60
72
49
63
77
91
21
28
34
40
25
32
40
47
29
37
46
54
34
44
53
63
38
49
60
71
42
54
66
78
45
58
78
84
49
63
77
90
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
16
"
"
"
8
"
"
"
8
"
"
"
8
"
"
"
8
32
32
24
24
24
16
16
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
2’-6"
3’-0"
3’-6"
4’-6"
5’-6"
6’-6"
7’-6"
8’-9"
9’-9"
10’-9"
11’-9"
12’-9"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
33
"
"
"
14
"
"
"
11
"
"
"
9
"
"
"
8
97
88
79
45
39
141
153
14
18
22
26
18
23
28
33
59
76
94
70
90
80
95
10
13
16
18
12
15
19
22
20
22
24
26
24
26
28
30
28
32
36
40
32
36
40
44
36
40
44
48
40
44
48
52
44
50
56
62
48
54
60
66
52
58
64
70
56
62
68
74
111
111
131
104
127
151
121
148
175
105
136
166
197
115
149
182
216
126
162
198
233
136
175
213
251
12
14
16
18
12
14
16
18
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
#4
"
"
"
#4
"
"
"
#4
"
"
"
#4
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"
"
#4
#5
#5
#5
#5
#5
#4
#4
20
22
24
26
24
26
28
30
28
32
36
40
32
36
40
44
36
40
44
48
40
44
48
52
44
50
56
62
48
54
60
66
52
58
64
70
56
62
68
74
12
14
16
18
12
14
16
18
"
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#4
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#4
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#4
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#4
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#4
#5
#5
#5
#5
#5
#4
#4
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2’-11"
3’-2"
3’-5"
3’-11"
4’-5"
5’-2"
5’-8"
6’-5"
6’-11"
7’-5"
7’-11"
8’-5"
23
27
31
35
25
30
34
38
46
50
55
59
63
68
73
79
83
94
118
138
152
152
167
182
295
321
348
318
361
404
447
371
418
464
511
430
479
529
578
492
544
597
650
106
111
124
136
268
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
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3’-8"
3’-11"
4’-2"
4’-11"
5’-8"
6’-8"
7’-5"
8’-5"
9’-2"
9’-11"
11’-5"
10’-8"
29
34
39
44
31
37
42
47
56
61
67
72
79
85
92
99
152
178
196
198
218
238
386
422
457
421
478
536
593
497
559
621
683
579
645
712
779
667
738
810
881
136
143
160
178
351
106
121
98
454
506
565
536
603
670
925
1023
1122
970
1112
1254
1396
1122
1227
1430
1585
1321
1485
1651
1815
1497
1673
1850
2025
403
388
445
468
827
302
352
117
137
156
110
133
156
177
165
189
215
240
223
253
284
316
7.24
9.37
9.96
6.26
6.40
7.89
8.10
4.31
5.28
1.81
2.15
2.48
1.82
2.24
2.66
3.09
2.19
2.70
3.21
3.73
3.17
3.89
4.62
5.35
1.48
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72"
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66"
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60"
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54"
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48"
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42"
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36"
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30"
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24"
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18"
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15"
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12"
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12"
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12"
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12"
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12"
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12"
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12"
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12"
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15"
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15"
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15"
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15"
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15"
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3’-2"
3’-1"
3’-0"
2’-10"
2’-5"
2’-2"
1’-11"
1’-8"
1’-5"
1’-2"
1’-0"
10"
35’-8"
26’-6"
8’-2"
24’-9"
16’-2"
7’-7"
31’-0"
23’-0"
15’-0"
7’-0"
28’-5"
13’-9"
6’-5"
18’-8"
12’-3"
5’-10"
22’-3"
16’-7"
10’-11"
5’-3"
19’-5"
14’-6"
9’-7"
4’-8"
16’-7"
12’-5"
8’-3"
4’-1"
10’-4"
6’-11"
3’-6"
8’-3"
2’-11"
þÿ�9�’�
þÿ�7�’�
7’-10"
6’-0"
4’-2"
2’-4"
þÿ�2�’�
þÿ�4�’�-
5’-7"
10’-11"
13’-9"
25’-1"
21’-1"
33’-4"
17’-4"
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2’-0"
2’-3"
2’-6"
3’-0"
3’-6"
4’-0"
4’-6"
5’-3"
5’-9"
6’-3"
7’-3"
6’-9"
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1’-0"
1’-6"
2’-0"
3’-0"
4’-0"
5’-0"
6’-0"
7’-0"
8’-0"
9’-0"
11’-0"
10’-0"
36’-6"
14’-6"
þÿ�1�6�’
þÿ�9�’�
þÿ�7�’�
þÿ�9�’�
þÿ�5�’�
þÿ�9�’�
þÿ�4�’�
þÿ�7�’�
7’-10"
6’-0"
4’-2"
2’-4"
þÿ�3�’�
þÿ�6�’�
þÿ�1�2�’
29’-2"
þÿ�5�’�
þÿ�9�’�-
þÿ�1�2�’
þÿ�1�6�’
þÿ�1�1�’
þÿ�1�5�’�
þÿ�2�0�’
þÿ�1�4�’
þÿ�1�9�’
þÿ�2�4�’
þÿ�1�1�’
þÿ�2�2�’
þÿ�2�8�’
þÿ�1�9�’
þÿ�1�2�’
þÿ�2�5�’
þÿ�3�2�’
21’-10"
þÿ�1�6�’
þÿ�2�4�’
þÿ�3�2�’
þÿ�4�0�’
þÿ�1�7�’�
þÿ�2�6�’
þÿ�3�5�’
þÿ�4�3�’
þÿ�1�9�’
þÿ�2�8�’�
þÿ�3�8�’
þÿ�4�7�’
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8
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6
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4
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4
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2
22
20
18
16
14
12
10
14’-4"
30’-4"
21’-9"
13’-2"
36’-5"
28’-0"
20’-0"
12’-0"
18’-2"
22’-6"
16’-1"
9’-8"
25’-6"
8’-6"
22’-1"
17’-2"
12’-3"
7’-4"
18’-8"
14’-6"
10’-4"
6’-2"
8’-5"
5’-0"
9’-2"
3’-10"
9’-9"
7’-6"
8’-2"
6’-4"
4’-6"
2’-8"
3’-0"
6’-6"
11’-10"
15’-3"
25’-6"
39’-8"
23’-6"
5’-3"
11’-10"
14’-2"
19’-10"
28’-11"
10’-10"
32’-10"
32’-10"
41’-10"
4
6
8
11
8
14
20
26
10
17
25
32
20
34
47
61
100
115
147
114
159
204
150
210
270
116
194
273
351
144
240
337
438
176
291
405
530
211
345
482
615
33
55
77
49
82
68
90
6
8
10
12
6
8
10
14
6
8
12
16
6
10
16
20
6
12
18
8
14
8
10
24
20
28
16
24
32
18
26
36
10
20
30
40
10
22
32
44
12
24
34
46
12
24
38
50
"
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2’-6"
3’-0"
3’-6"
4’-6"
5’-6"
6’-6"
7’-6"
8’-6"
9’-6"
10’-6"
12’-6"
11’-6"
6
8
9
11
7
9
11
16
8
11
16
21
10
17
27
34
115
107
143
126
174
104
147
199
113
179
235
12
25
37
20
34
23
32
50
49
68
45
68
90
58
83
36
71
39
87
52
56
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8
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4
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4
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4
~
~
~
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16
16
16
12
12
12
8
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1’-10"
1’-10"
1’-10"
3’-1"
3’-1"
4’-5"
4’-5"
4’-5"
5’-9"
5’-9"
5’-9"
~
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9
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3
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3
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3
~
~
~
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35
35
35
20
20
20
9
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12
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8
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8
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8
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4
24
24
20
20
16
16
12
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16
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11
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11
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11
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5
32
32
27
27
21
21
16
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8
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4
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4
~
~
~
~
20
20
16
16
12
12
8
~
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~
~
~
~
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~
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~
~
~
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1’-0"
1’-0"
2’-2"
2’-2"
3’-3"
3’-4"
4’-5"
4’-5"
5’-7"
5’-7"
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7
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2
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2
~
~
~
~
42
42
27
27
15
15
7
7’-10"
24’-5"
7’-3"
30’-8"
22’-8"
14’-8"
6’-8"
13’-5"
18’-4"
5’-6"
4’-11"
19’-1"
14’-2"
9’-3"
4’-4"
16’-3"
12’-1"
7’-11"
3’-9"
6’-7"
3’-2"
7’-11"
2’-7"
9’-0"
6’-9"
7’-6"
5’-8"
3’-10"
2’-0"
2’-3"
5’-3"
13’-5"
20’-9"
33’-0"
17’-0"
4’-6"
10’-7"
10’-7"
9’-10"
16’-3"
21’-11"
11’-11"
24’-9"
6’-1"
28’-1"
15’-10"
26’-2"
35’-4"
17
32
47
63
19
38
56
75
22
44
66
88
26
55
82
207
173
234
189
256
132
204
275
142
218
295
31
66
36
77
41
46
88
99
51
56
60
112
101
136
118
159
136
183
153
112
122
65
20
32
44
20
32
44
20
32
44
20
32
44
16
24
32
16
24
32
16
24
32
16
24
32
8
12
16
20
8
12
16
20
8
12
16
20
8
8
8
8
8
8
8
8
12
16
20
8
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#4
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#4
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#4
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#4
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#4
#5
#5
#5
#5
#5
#4
#4
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2’-2"
2’-5"
2’-8"
3’-2"
3’-8"
4’-2"
4’-8"
5’-5"
5’-11"
6’-5"
7’-5"
6’-11"
12
17
23
29
13
19
26
32
14
21
29
36
17
25
34
42
181
198
272
214
295
144
231
318
155
248
341
20
39
59
22
45
25
45
78
67
89
50
75
90
49
54
58
62
100
136
123
134
20’-1"
35’-6"
18’-4"
40’-8"
32’-7"
25’-7"
16’-7"
22’-2"
26’-0"
13’-2"
11’-5"
24’-5"
19’-6"
14’-7"
9’-8"
20’-5"
16’-3"
12’-1"
7’-11"
9’-7"
6’-2"
9’-9"
4’-5"
10’-4"
8’-1"
8’-2"
6’-4"
4’-6"
2’-8"
3’-7"
7’-1"
16’-5"
29’-6"
44’-2"
29’-3"
5’-10"
17’-1"
12’-5"
13’-0"
22’-9"
32’-5"
26’-11"
38’-5"
47’-8"
28’-5"
19’-7"
14’-10"
36’-10"
44
58
72
40
53
67
38
49
61
33
44
55
29
39
49
26
34
43
22
29
37
18
24
31
12
14
20
25
9
11
15
19
7
7
10
12
4
30
28
25
22
20
17
15
9
12
16
5
BARS V 1
#4 @ 12" +-
- V X
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1’-3"
1’-10"
3’-0"
4’-2"
5’-4"
6’-5"
7’-7"
8’-9"
9’-11"
12’-3"
11’-1"
8"
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33
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24
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15
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10
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5
98
89
80
70
61
51
43
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20
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16
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12
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8
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4
52
48
44
40
32
28
24
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3’-0"
3’-2"
3’-5"
3’-8"
3’-11"
4’-2"
4’-5"
4’-8"
4’-11"
5’-5"
5’-2"
2’-11"
"
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49
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37
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25
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16
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8
94
78
63
125
145
166
188
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2’-3"
2’-11"
4’-2"
5’-5"
6’-8"
7’-11"
9’-3"
10’-5"
11’-8"
14’-3"
13’-0"
1’-8"
"
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"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
23
"
"
"
17
"
"
"
12
"
"
"
9
"
"
"
7
59
54
49
43
39
33
28
BARS A 1 - A X BARS C1 - B XBARS B & B
TYPICAL WING ELEVATION
Provide a 12"
footing as
shown where
required to maintain 4" Min. cover
for pipes. Concrete for footing shall
be added to total quantities shown
SEC. A-A
ELEVATION MULTIPLE TYPE BELEVATION TYPE B
A
A
PLAN MULTIPLE TYPE BPLAN TYPE B
2BARS F
C SECTIONL
ELEVATION MULTIPLE TYPE AELEVATION TYPE A
PLAN TYPE A PLAN MULTIPLE TYPE A
þÿ�A� � �=� �1
2þÿ�A� � �=� � B = 8"
B = Y+4"
1
1’-
2"
8"
7"
11" 12
þÿ�
3"
Bars S
Bars B
Bars V
Bars A - A1 X
Const. Jt.
6"
6"
K
H6"
1’-0"Bars A
Bars B
Bars S
Bars G
8"
6"
Bars W
Bars E
Bars V
1
X- V
Bars D 1 X- D
Conforms to 2: 1 Slope
2’-
6"
1’-
6"
1’-
0"
4" Min.
Bars E
Bars F
Bars C
Bars C
W
X
8"
8"
6"
Y
30^
Bars G
Bar W
Bars F
Bars E
Bars A 1 X- A
Bars F
Bars D 1 X- D
Bars B 1 X- B
Bars S
Bars VX 1- V
30^
6"W
X
Bars D 1 X- D
Bars C
Bars V1 X- VBars F
Bars E
Bars G
Bars B
Bars A
Bars B 1 X- B
Bars S
Bar WG
DDDDD
CL
6"
H
6"
1’-
0"
1’-
0"
6"
E-12"
K
8"Bars E
E
1
Bars F 2
Bars A 2
Bars F 1
Bars A
HT
6"
G
CL2
1
2
1
1
Bars
Bars F
A
Bars E Bars E
2Bars
A
W W/2
Bars F
Bars A
Bars E
Bars E
* Concrete quanitties increase slighty for metal pipe installations
10.85
11.80
13.68
10.74
13.08
15.43
17.77
12.87
15.77
18.66
21.55
15.20
18.55
21.89
25.24
17.72
21.49
25.27
29.05
20.42
24.66
28.89
33.12
9"
6"
H +
T- 4
"
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
NOTES: APPLICABLE TO ALL MANHOLES
STORM
DRAIN
þÿ
1"þÿ�1
þÿ�2
þÿ
þÿ
1"
þÿ�
þÿ
þÿ
þÿ�1
þÿ �
þÿ þÿ
1"
þÿ�7
24
"
þÿ�
þÿ�
1"
þÿ�
1"
þÿ�
1"
þÿ�
3"
þÿ
þÿ���
þÿ�2���"� �A�F�T�E�R
MACHINED
SE
CT
IO
N C
-L
C
1" LETTERS
þÿ� �R�A�I�
þÿ !�"� �P�I�C�K� �
þÿ� �2���"� �F�RL
þÿ !�"� �P�I�C�K� �
þÿ� �2���"� �F�RL
L
1" LETTERS
þÿ� �R�A�I�
PLAN OF COVER
þÿ�
þÿ�
þÿ�
1"
þÿ
þÿ�2
þÿ�4
SECTION C-F
FC HALF PLAN OF FRAME
þÿ�2���"�
MACHINING
31"
þÿ�2� þÿ !þÿ !
þÿ� þÿ�
MACHINE THIS SURFACE
1" 1"þÿ�2�
þÿ ��
þÿ���
þÿ
þÿ�2
þÿ�2
1"
6"
þÿ�
þÿ�þÿ�1
þÿ�2
þÿ�4
þÿ�
þÿ�þÿ�1
þÿ�2
þÿ�4 þÿ�2�
CAST IRON MANHOLE FRAME AND COVER
3’-0"6" 6"
LENGTH
4’-0" MIN
1’-
1"
1’-0
"D
TT
DIA
ME
TE
R O
F
ST
OR
M D
RA
IN
A
A
6" 6"
BARS "D"
BARS "I"
BARS "A"
FINISHED GRADE OF M.H.
STD. M.H. FRAME & COVER
BARS "J"
BARS "A"
CONST. JOINT
BARS "D"
ELEVATION
3’-0"6" 6"
TT
A
A
BARS "B"
BARS "A"
FINISHED GRADE OF M.H.
STD. M.H. FRAME & COVER
BARS "A"
ELEVATION
BARS "C"
DIA
ME
TE
R O
F
ST
OR
M D
RA
IN
3’-0"
3’-0"6" 6"
1’-
1"
FINISHED GRADE OF M.H.
3’-0"6" 6"
BARS "A"
BARS "D"
BARS "G"BARS "H"
WIDTH
4’-0" MIN
7" 7"
1’-0"
CONST. JOINT
BARS "C"
3’-0"
BARS "F"
BARS "E"
BARS "C"
SPACED AS
SHOWN
CONST. JOINT
þÿ�1
VAR.
6" BARS "J"
CONST. JOINT
D+
Tþÿ�2
DIAMETER
33"-78"
Tþÿ�1
3"
DIAMETER
18"-30"
1’-0"
BARS "B"
6"
HE
IGH
T V
AR
IES
SECTION A-A
SECTION A-A
TYPE A STORM SEWER MANHOLE( FOR PIPE 18" TO 30" IN DIAMETER )
TYPE B STORM SEWER MANHOLE( FOR PIPE 33" TO 78" IN DIAMETER )
NOTE:
BASS & HAYES PLASTIC COATED STEEL,
NEOPRENE COATED STEEL STEPS OR EQUAL
SHALL BE PLACED SECURELY INTO MANHOLE
WALLS ON 15" CENTERS VERTICALLY AND
STAGGERED ON 12" CENTERS HORIZONTALLY.
NOTE:
FRAME AND COVER SHALL BE BASS & HAYES
PATTERN NO. 380-24 OR EQUAL AND SHALL BE
OF GRAY CAST IRON CONFORMING TO
A.S.T.M. SPEC. A-48 FOR CLASS 30 CAST IRON.
NOTE: MAX. PIPE SIZE 78"
TYPE A & TYPE B
STORM SEWER MANHOLE
TOP PLAN
10"10"
MANHOLE STEP DETAIL
BASS & HAYES FOUNDRY
# MA ( PLASTIC )
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
2008
MANHOLES AND
DRAINAGE DETAILS
FITTINGS
PREFABRICATED MANHOLES OF EQUIVALENT STRENGTH AND DESIGN MAY BE
SUBSTITUTED WITH THE APPROVAL OF AN ENGINEER.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 LBS.
PER SQUARE INCH AT 28 DAYS.
MANHOLES SHALL BE BUILT ON THE MAIN SEWER LINE, LATERAL PIPES MAY
ENTER MANHOLES AT ANY LOCATION.
MANHOLES WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICE
PER EACH REGARDLESS OF MANHOLE DEPTH.
CYLINDRICAL SHAPED MANHOLES MAY BE USED AS DIRECTED BY ENGINEER IN
LIEU OF MANHOLE DESIGN SHOWN ON THIS PAGE.
CONCRETE FOR PAVEMENT BLOCKOUTS SHALL BE CLASS HAND FINISH CONCRETE
( 4500 P.S.I. ).
1.
2.
3.
4.
5.
6.
1’-0
"
VA
RIE
S
1.5"
BARS "E"
#3 AT 12" C-C
BARS "A"
#3 AT 8" C-C
BARS "B"
#3 AT 12" C-C
BARS "C"
#3 AT 12" C-CBARS "D"
#3 AT 8" C-C
BARS "I"
#3 AT
12" C-C
BARS "G"
#3 AT 6" C-C
BARS "H"
#3 AT 12" C-C
BARS "C"
#3 AT
12" C-C
BARS "E" #3
AT 8" C-C
BARS "B"
#3 AT 12" C-C
BARS "A"
#3 AT 8" C-C
BARS "A"
#3 AT
8" C-C
BARS "B"
#3 AT
12" C-C
BARS "D"
4- #6’s
EACH SIDE
þÿ�P�R�O�V�I�D�E���"� �P�R�E�M
JOINT BETWEEN MANHOLE AND CONCRETE
PAVEMENT AND SEAL WITH HOT POURED RUBBER.
BARS "A" - #3
SPACED AS SHOWN
BARS "J" - #3
SPACED AS SHOWN
BARS "F"
#5 AT
8" C-C
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
2009
DRAINAGE DETAILS
LINED CHANNELS
FLOODWAY
EASEMENTFLOODWAY
EASEMENT
3’ MIN.3’ MIN. NATURAL GROUND ELEVATIONNATURAL GROUND ELEVATION
12
"
MIN
.
12
"
MIN
.3-13-1
2-1 SLOPE
2-1 SLOPE
( COMPACTED FILL
WHERE FILL REQUIRED)
( COMPACTED FILL
WHERE FILL REQUIRED)
#4 BARS AT 12" C. TO C.
#4 BARS AT 12" C. TO C.
#4 BARS AT 15" C. TO C.
6"
3"
2’ MIN.
LA
P 15"
#4 BARS AT 12" C. TO C.
1" TO 1’ SLOPE
6" 3"
BOTTOM WIDTH
12"
MIN
.
WA
TE
R D
EP
TH
MA
X. L
IN
ED
DE
PT
H-8’
W/O
SP
EC
IA
L D
ES
IG
N
WATER SURFACE
LC OF SYMMETRY
2-1 M
AXIMUM
SLOPE
18"
12"
12"
3-19"
SEE DETAIL "A"
9" 3-1
12
"
(90% DENSITY)
18"
12"
2-1 M
AXIMUM
SLOPEWATER SURFACE1
2"
MIN
.
WA
TE
R D
EP
TH
8"
MA
X. L
IN
ED
DE
PT
H-8"
6" 12"
6"
3"
BOTTOM WIDTH
10’ MINIMUM
LC OF SYMMETRY
2’ MIN.
LA
P 15"6"
3"
PAVED ALLEY SECTIONNORMAL CHANNEL SECTION
3:1 3:1
VA
RIE
S
24"
WATER SURFACE
(COMPACTED FILL
WHERE FILL REQUIRED)
(90 % DENSITY)
6"3" WEEPHOLES
6" ROCK FOUNDATION#4 BARS AT 12" O. C.
#4 BARS AT 15" O. C.
3"
6"
3" WEEPHOLES
10 MIL. FILM
6" 6"
18"
NOTE: WEEPHOLE SPACING 15’ O. C. LONGITUDINAL
BOTTOM WIDTH
10’ MINIMUM
PARTIAL CHANNEL LINING SECTION
þÿ� �1
þÿ�2�
3"2"
þÿ�1�3� ���"� � �B�
CONSTRUCTION JOINT
FOR PAVED ALLEY SECTION
þÿ�1�
þÿ�1�
2"
3"
þÿ�1� ��"� �B�E�
CONSTRUCTION JOINT
FOR NORMAL CHANNEL
3" 12"
9"
3"
6"
3"
þÿ�1� ���"� �B�E�
SPACE 12" C. TO C.
DETAIL "A"
SLEEVE FOR DOWEL SHALL HAVE
þÿ�A�N� �I�N�S�I�D�E� �D�I�A�M
SHALL BE 5" LONG
þÿ���"� �D�I�A�.� �B�A�R�S� �S�P�
SHALL SERVE AS DOWELS. DOWELS TO BE
ASPHALT COATED FOR 12" ON THE FREE END.
JOINT FILLER
þÿ���"� � �E�X�P�A�N�S�I�O�N� �J�O�I�N�T� �A
3" 9" 2"
12"
TRANSVERSE EXPANSION JOINT
NOTES:
3" WEEPHOLES AT 15’ C. TO C. & 18" X 12"
CONTINUOUS GRAVEL TRENCHES ALONG EACH
SIDE OF THE CHANNEL.
10 MIL. FILM
1.
2.
3.
4.
5.
6.
7.
8.
NORMAL CHANNEL SECTION MAY BE USED IN ROCK
HYDROMULCHING
ALL CONSTRUCTION SHALL BE IN CONFORMITY WITH CURRENT CITY OF
DALLAS GENERAL SPECIFICATIONS.
CONSTRUCTION JOINT SHOWN FOR CONVENIENCE ONLY - MONOLITHIC
CONSTRUCTION MAY BE USED
ALL REINFORCING STEEL SHALL BE #4 AND SPACED 12" C. TO C. BOTH
WAYS UNLESS OTHERWISE SPECIFIED.
CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000# AT 28
DAYS AND SHALL CONTAIN A MINIMUM OF 5 SACKS OF CEMENT
PER CUBIC YARD.
SIDE SLOPES SHALL BE NO STEEPER THAN 2-1.
TOP OF CURB OF ADJACENT ALLEY OR STREET IS MINIMUM OF 2’ ABOVE
100 YEAR W. S.
USE A SMOOTH TROWEL FINISH ON BOTTOM AND SLOPED SURFACES.USE ORDINARY
SURFACE FINISH ON VERTICAL SURFACES.
WHEN SOLID ROCK IS ENCOUNTERED BY NORMAL CHANNEL SECTION, REMOVE
6" DEPTH OF SOLID ROCK AND REPLACE WITH 6" DEPTH OF CRUSHED ROCK
FOUNDATION BELOW PROPOSED CHANNEL STRUCTURE.
HYDROMULCHINGHYDROMULCHING
12"12"
5"
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
2010
DRAINAGE DETAILS
GRATE INLETS, GRATE DETAILS
TWO, FOUR, SIX & EIGHT
TWO GRATE INLET FOUR GRATE INLET SIX GRATE INLET EIGHT GRATE INLET
PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW
SECTION E-ESECTION D-DSECTION C-CSECTION B-B
SECTION A-A
60 LB. RAIL 3’-4" LONG
60 LB. RAIL 6’-0" LONG
3/4" X 4" MCH. BOLTS
60 LB. RAIL 8’-8" LONG
3/4" X 4" MCH. BOLTS
3/4" X 4" MCH. BOLTS
60 LB. RAIL 11’-5" LONG
3’-6"
4’-2 1
/4"
3’-2 1
/4"
6"
6"
4’-2 1/4"
3’-2 1/4"
6"
6"
4’-2 1
/4"
3’-2 1
/4"
6"
6"
8’-10 1/2"6’-2 1/4"
10’-6 3/4"
4’-2
" M
IN
.
3’-8" M
IN
.
12
"
6"
4’-2
" M
IN
.
3’-8" M
IN
.
12
"
6"
4’-2
" M
IN
.
3’-8" M
IN
.
12
"
6"
VA
RIA
BL
E
VA
RIA
BL
E
VA
RIA
BL
E
3’-2
1
/4
"
4’-2 1
/4"
6"
6"
B EB C C D D E
A
A
A
A
A
A
A
A
11’-6 3/4"
10’-6 3/4"6" 6"
VARIABLE
4’-2
" M
IN
.
3’-8" M
IN
.
12
"
6"
6" 6"
3’-6"
2’-6" 6" 6"
6’-2 1/4"
5’-2 1/4" 6" 6"
8’-10 1/2"
7’-10 1/2"
4’-2" M
IN
.
3’-8" M
IN
.6
"
60 LB. RAIL
6" 6"3’-2 1/4"
4’-2 1/4"
3’-2"
2’-6
"
2’-8"
2’-6
1/4
"
2’-5
3
/4
"
5"
3"
4"
5/8"1 3/8"
1 1/8"
2 7/8"4"
LUGS
1/8"
1/8"
1 1/8"
1/8"
2 1/2"
2 7/8"
7/8"
1/4
"1/4
"
7/8
"
SECTION G-G
TYPE "L" GRATE R-3076
FF
G
G
PLAN VIEW
3/16" CLEARANCE AROUND GRATES
CO
RN
ER
LU
GS
1-1/8
" X
1"
RR
LL
BL
5/8"
BR
HR
HR
HL
HL
5/8
"
LUG
CORE FOR 3/4" BOLT
7/8"7/8"
1/4" 1/4"
1 3/8"
2 7/8"
5/8"
1 1/8"
2 1/2"
2 5/8"
1 1/4"
3"5"
5/8"
1 1/8"
20-1/4"
18"
20"
18 1/4"
17 3/4"
1/8
"
SECTION F-F
TYPE "L" GRATE R-3076FRAME DETAIL
NO SCALE
NO SCALENO SCALENO SCALENO SCALE
MODIFICATIONS FOR DOUBLE AND TRIPLE GRATE INLETS (PAGE 2002)
FOR STANDARD DOUBLE GRATE INLETS; ON RIGHT FRAME OMIT FLANGE ON LINE
"L/L" AND ADD BRACKET "BL" AND CORE HOLES "HL", ON LEFT FRAME OMIT
FLANGE ON LINE "R/R" AND ADD BRACKET "BR" AND CORE HOLES "HR". FOR STANDARD
TRIPLE GRATE INLETS; USE ONE RIGHT FRAME AND ONE LEFT FRAME AND ONE FRAME
OMITTING BOTH END FLANGES, ADD BRACKETS "BR" AND "BL" AND CORE HOLES "HR"
AND "HL".
THE AVERAGE WEIGHT OF ALL GRATE INLETS SHALL NOT BE LESS THAN 153 LBS.
THE AVERAGE WEIGHT OF SINGLE GRATE INLET FRAME SHALL NOT BE LESS THAN
185 LBS., THE DOUBLE GRATE INLET FRAMES SHALL NOT BE LESS THAN 177 LBS.
EACH, AND THE CENTER FRAMES SHALL NOT BE LESS THAN 170 LBS. EACH.
SEE SHEET 9010
FOR GRATE DETAIL
SEE SHEET #2004
FOR STEEL DETAILS
FOR WALLS AND
BOTTOM
SID
E L
UG
S -
TO
P 5
/8" X
1 1
/8"
BO
TT
OM
1" X
1 1
/8"
DEPRESSION OF GRATES
TO SUIT CONDITIONS
1/2" MORTAR FINISH, TROWEL TO A
SMOOTH HARD SURFACE
1/2" MORTAR FINISH, TROWEL TO A
SMOOTH HARD SURFACE
1/2" MORTAR FINISH, TROWEL TO A
SMOOTH HARD SURFACE1/2
" M
OR
TA
R
FIN
ISH
TR
OW
EL
TO
A
SM
OO
TH
HA
RD
SU
RF
AC
E
1. LATERAL MAY ENTER INLET AT ANY GRADE,
ANGLE OR LOCATION.
2. EXCAVATION, FRAMES, GRATES AND COVERS SHALL
BE INCLUDED IN UNIT PRICE.
3. EXTRA DEPTH INLETS WILL BE DIMENSIONED ON
PLANS. A SEPARATE BID ITEM PER FOOT OF
EXTRA DEPTH MAY BE PROVIDED.
4. TYPE "L" GRATES SHALL BE USED AS SHOWN ON
SHEET 9010.
5. PROVIDE EXPANSION JOINTS AT EDGE OF ALL BLOCKOUTS
FOR STREETS AND ALLEYS
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
3001
HIGH FOOTING PRESSURE (H.F.P.)
STANDARD RETAINING WALL
DESIGNS A TO K
WA
LL
HE
IG
HT
"H
"
PROPERTIES
SU
RC
HA
RG
E
LE
VE
LS
LO
PE
D
NO
NE
NO
NE
1’
UP
TO
7:1
2’
" 5
:1
3’
4’
5’
6’
7’
" 2
:1
A B C D E F G K DESIGN
REINFORCING STEEL FOR 32’-0" PANEL (DESIGN A) QUANTITIES FOR 32’-0" PANEL
DESIGN A B C D E F G K
WALL DIMENSIONS
MA
X. S
OIL
PR
ES
S.
T/0
’
FW TW SW HW FT KW STEM TOE HEEL
þÿ� �"�
þÿ� �"�
þÿ�
�"�
þÿ�
�"�
MAX. REQ’D.
A’S 0"/FT.
0
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
1’-0"
1’-0"
1-3"
1’-3"
1’-3"
1’-6"
1’-6"
1’-6"
1’-6"
1’-6"
1’-6"
1’-6"
1’-9"
1’-9"
1’-9"
1’-9"
1’-9"
0
.235
.325
.236
.320
.403
.485
.576
.666
.755
.817
.895
.980
1.064
1.148
1.250
1.333
1.434
1.489
1.601
1.702
1.785
1.832
1.986
2.025
2.133
2.208
2.291
2.374
2.456
2.539
2.639
.125
.125
.125
.125
.125
.125
.125
.154
.229
.327
.448
.596
.774
.985
1.086
1.173
1.297
1.383
1.513
1.650
1.758
1.939
2.066
2.189
2.359
2.408
2.672
2.862
3.057
3.261
3.470
3.631
0
.125
.125
.125
.125
.125
.125
.125
.125
.173
.234
.302
.384
.480
.591
.538
.644
.613
.724
.838
.811
.931
1.063
1.046
1.177
1.167
1.299
1.446
1.603
1.771
1.951
1.983
0
.125
.125
.125
.125
.125
.125
.125
.158
.280
.401
.553
.722
.924
1.113
.971
1.148
1.057
1.246
1.414
1.336
1.521
1.767
1.648
1.870
1.813
2.028
2.235
2.468
2.717
2.992
2.888
WT.LGTH.
+ A1
26~#5 @ 15"
3’-2"
4’-5"
5’-7"
6’-9"
7’-11"
9’-1"
10’-3"
11’-5"
12’-8"
13’-10"
14’-11"
16’-3"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
0
9"
9"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-3"
1’-3"
1’-6"
1’-6"
1’-6"
1’-9"
1’-9"
1’-9"
2’-0"
2’-0"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-6"
86
120
151
183
215
246
278
310
343
375
405
441
353
353
353
353
353
353
353
353
353
353
353
353
353
353
353
353
353
+ A2
25~#6 @ 15"
** A4
26~#8 @ 15"
A3
25~#7 @ 15"
** A5
25~#9 @ 15"
A6
25~#11 @ 15"
A7
26~#11 @ 15"
B
26~#5 @ 15"
LGTH. WT. LGTH. LGTH. LGTH. LGTH. LGTH. LGTH.WT. WT. WT.WT. WT. WT.
3’-4"
4’-5"
5’-6"
6’-7"
7’-8"
8’-9"
9’-10"
10’-11"
12’-0"
13’-1"
14’-2"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
125
166
207
247
288
329
369
410
451
491
532
413
413
413
413
413
413
413
413
413
413
413
413
4’-6"
5’-8"
6’-11"
8’-2"
9’-5"
10’-7"
11’-11"
13’-2"
14’-5"
15’-8"
16’-11"
18’-2"
12’-0"
12’-0"
12’-0"
12’-0"
12’-0"
12’-0"
12’-0"
12’-0"
230
290
353
417
481
541
609
673
737
801
864
928
613
613
613
613
613
613
613
613
**
FO
R H
=2
0’ U
SE
#9
BA
RS
A4
5’-7"
6’-10"
8’-1"
9’-5"
10’-7"
11’-10"
13’-1"
14’-5"
15’-7"
16’-11"
18’-2"
19’-5"
20’-8"
21’-11"
13’-10"
13’-10"
13’-10"
388
474
561
654
336
821
908
1001
1082
1174
1261
1348
1435
1521
960
960
960
** F
OR
WA
LL
S 3
2’ H
IG
H U
SE
#11 B
AR
S A
5
** F
OR
FO
LL
OW
IN
G H
EIG
HT
S U
SE
#10
B
AR
S A
5 H
=2
3’;
H=
24
’;
H=
28
’;
H=
29
’
6’-11"
8’-1"
9’-4"
10’-6"
11’-9"
13’-0"
14’-2"
15’-5"
16’-8"
17’-10"
19’-1"
20’-3"
588
687
1004
1130
999
1105
1204
1658
1793
1516
1622
2690
5’-1"
6’-1"
7’-1"
8’-1"
9’-1"
10’-1"
11’-1"
12’-1"
675
808
941
1074
1206
1339
1472
1605
11’-9"
13’-0"
14’-3"
1623
1796
1968
3’-6"
4’-6"
5’-6"
6’-6"
7’-6"
8’-6"
9’-6"
10’-6"
11’-6"
12’-6"
13’-6"
14’-6"
15’-6"
16’-6"
17’-6"
18’-6"
19’-6"
20’-6"
21’-6"
22’-6"
23’-6"
24’-6"
25’-6"
26’-6"
27’-6"
28’-6"
29’-6"
30’-6"
31’-6"
95
122
149
176
203
231
258
285
312
339
366
393
420
447
475
502
529
556
583
610
637
664
692
719
746
773
800
827
854
C
SIZE SPA. WT.LGTH.NO.
1’-10"
2’-3"
2’-8"
3’-0"
3’-4"
3’-8"
4’-0"
4’-4"
4’-9"
5’-1"
5’-5"
5’-9"
6’-1"
6’-5"
6’-9"
7’-2"
7’-5"
7’-9"
8’-1"
8’-6"
8’-9"
9’-2"
9’-6"
9’-10"
10’-1"
10’-5"
10’-9"
11’-2"
11’-6"
26
26
26
26
26
26
38
38
38
38
38
38
38
38
38
38
38
38
38
76
76
76
76
76
76
76
76
76
76
#4
#4
#4
#4
#4
#4
#4
#6
#6
#7
#8
#9
#9
#9
#9
#9
#10
#10
#10
#8
#8
#8
#8
#9
#9
#9
#10
#10
#10
15"
15"
15"
15"
15"
15"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
5"
5"
5"
5"
5"
5"
5"
5"
5"
5"
32
39
46
52
58
64
102
247
271
395
550
743
786
829
872
926
1213
1267
1322
1725
1776
1860
1928
2541
2606
2692
3516
3652
3761
NO. NO. NO. NO.WT. WT. WT. WT. WT.LGTH.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
2
2
4
5
7
9
10
12
13
15
17
19
20
22
24
25
27
29
30
32
34
35
37
39
40
42
44
45
47
49
50
52
66
66
131
164
230
296
329
394
427
493
559
624
657
723
789
821
887
953
986
1051
1117
1150
1216
1281
1314
1380
1446
1478
1544
1610
1643
1708
2
3
4
5
6
7
8
9
10
11
12
13
14
14
15
16
17
18
18
19
20
21
22
23
24
25
26
27
28
29
31
32
16
24
32
40
48
56
64
72
80
88
96
104
112
112
120
128
136
144
144
152
160
168
176
184
192
200
208
216
224
232
248
256
2
2
2
3
3
3
3
4
4
4
5
5
6
6
7
7
7
8
8
8
9
9
9
10
10
10
11
11
11
12
66
66
66
99
99
99
99
131
131
131
164
164
197
197
230
230
230
263
263
263
296
296
296
329
329
329
361
361
361
394
2
2
2
2
2
2
3
3
3
3
4
4
4
4
4
5
5
5
5
5
5
6
6
6
6
6
7
7
7
8
8
66
66
66
66
66
66
99
99
99
99
131
131
131
131
131
164
164
164
164
164
164
197
197
197
197
197
230
230
230
263
263
1’-4"
3’-4"
5’-4"
7’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
36
90
145
199
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
SURCHARGE
NONE 1’ OR 7:1 2’ OR 5:1 þÿ�3�’� �0� þÿ�4�’� �O� 5’ OR 2:1 þÿ�6�’� �O� þÿ�7�’� �O�
CONC.
C.Y.
REINF.
L.B.
CONC.
C.Y.
CONC.
C.Y.
CONC.
C.Y.
CONC.
C.Y.
CONC.
C.Y.
CONC.
C.Y.
CONC.
C.Y.
REINF.
L.B.
REINF.
L.B.
REINF.
L.B.
REINF.
L.B.
REINF.
L.B.
REINF.
L.B.
REINF.
L.B.
D
#5 X 31’-6"
@ 12" & 18"
F
#8 X 3’-0"
@ 12"
H
#5 X 31’-6"
@ 12"
T
#5 X 31’-6"
@ 12"
***U
26~#5
@ 15"
1.2
3.3
4.7
6.6
8.5
10.3
12.2
14.0
15.8
17.6
19.4
21.3
23.0
24.8
26.6
31.2
33.4
38.8
41.4
43.9
50.2
53.2
56.5
62.6
66.2
73.1
76.9
81.7
85.7
89.8
94.0
102.5
118
246
440
748
917
1089
1195
1366
1472
1800
2119
2349
2876
3255
3722
4236
4637
4970
5285
6092
6665
7038
8081
8503
8976
9505
10538
11614
11949
13792
14449
16064
2.1
3.5
5.4
7.3
9.1
11.0
12.8
14.6
16.4
18.2
20.1
21.9
23.6
25.5
30.1
32.2
37.6
40.2
42.7
49.0
52.0
55.3
61.4
65.0
71.9
75.7
80.5
84.5
88.6
92.8
101.3
184
312
472
762
961
1100
1239
1376
1672
1990
2222
2781
3134
3594
4141
4508
4840
5197
6964
6536
6942
7952
8375
8880
9375
10409
11519
11820
13663
14345
15936
2.3
4.2
6.1
7.9
9.9
11.6
13.4
15.2
17.1
18.9
20.7
22.4
24.3
28.9
31.0
36.4
39.1
41.5
47.8
50.8
54.1
60.2
63.8
70.7
74.5
79.4
83.3
87.4
91.7
100.1
184
344
479
711
972
1143
1249
1576
1862
2094
2654
3039
3473
4013
4414
4712
5068
5877
6409
6814
7857
8247
8753
9280
10280
11391
11726
13535
14217
15833
3.0
5.0
6.7
8.7
10.4
12.2
14.0
15.9
17.7
19.5
21.3
23.1
27.7
29.9
35.2
37.9
40.3
46.7
49.6
53.0
59.0
62.6
69.6
73.3
78.2
82.2
86.3
90.5
98.9
282
351
519
817
1015
1154
1449
1766
1966
2526
2912
3378
3893
4286
4618
4940
5748
6322
6687
7729
8152
8625
9153
10185
11262
11598
13441
14089
15705
3.8
5.6
7.5
9.3
11.0
12.8
14.7
16.5
18.3
20.1
21.9
26.5
28.7
34.0
36.7
39.2
45.5
48.4
51.8
57.8
61.4
68.4
72.1
77.0
81.0
85.1
89.3
97.7
289
391
525
860
1026
1353
1639
1870
2398
2784
3251
3798
4166
4490
4846
5620
6193
6600
7602
8024
8530
9025
10058
11167
11469
13313
13995
15577
4.4
6.3
8.1
9.9
11.6
13.5
15.3
17.1
18.9
20.7
25.3
27.5
32.8
35.5
38.0
44.3
47.3
50.6
56.6
60.3
67.2
71.0
75.8
79.8
83.9
88.1
96.5
329
397
564
871
1225
1544
1743
2302
2656
3123
3671
4071
4370
4718
5526
6065
6471
7515
7897
8402
8930
9930
11040
11374
13184
13867
15483
5.1
6.9
8.7
10.4
12.3
14.1
15.9
17.7
19.5
24.1
26.3
31.6
34.3
36.8
43.1
46.1
49.4
55.5
59.1
66.0
69.8
74.6
78.6
82.7
86.9
95.4
335
436
570
1070
1416
1648
2174
2560
2995
3543
3944
4275
4598
5398
5971
6343
7386
7810
8275
8802
9835
10912
11247
13089
13738
15355
5.7
7.5
9.3
11.1
13.0
14.7
16.5
18.4
22.9
25.1
30.5
33.1
35.6
41.8
44.9
48.2
54.3
57.9
64.8
68.6
73.4
77.4
81.5
85.7
94.2
374
442
708
1261
1520
2079
2433
2899
3415
3816
4148
4503
5278
5843
6249
7258
7681
8188
8675
9707
10817
11119
12962
13643
15226
GENERAL NOTES:
1 REINFORCING STEEL BAR LENGTHS TABULATED ARE FOR NO SURCHARGE
DESIGN A. TO MODIFY BAR LENGTHS FOR DIFFERENT SURCHARGE DESIGN,
SUBTRACT THE AMOUNT OF LEVEL SURCHARGE FROM BARS A1 AND B. TAKE BARS
D AND F FOR DESIGN B THRU K WALLS FROM DESIGN A WALL OF THE SAME
HEIGHT. LENGTHS AND NUMBER OF OTHER BARS WILL BE UNCHANGED EXCEPT BAR
A2 FOR H < 14’-0" WHEN SURCHARGE EXCEEDS 6 FT.
2 WALLS ARE DESIGNED USING 40# EQUAL FLUID PRESSURE AND WITH WEIGHT
OF EARTH AT 120# / CU. FT.
3 ALL CONCRETE TO BE CLASS C; f’c = 3600 PSI; fc = 1440 PSI.
4 ALL REINFORCING STEEL TO BE GRADE 60; fs = 24,000 PSI.
5 FOR NOTES AND DETAILS NOT SHOWN ON THIS SHEET SEE SHEETS 2, AND 3.
þÿ�6� � �3��� �I�N�C�H� �T�O� �1�1� �I�N�C�H� �D�I�A�M�E�T�E�R
7 QUANTITIES ARE BASED ON "H" BEING AVERAGE HEIGHT OF PANEL.
8 RETAINING WALLS ARE DESIGNED TO BE CODED AS FOLLOWS ON
RETAINING WALL LAYOUT SHEETS.
1
1
1 USE 1993 TEXAS STATE HIGHWAY DEPARTMENT SPECIFICATIONS.
LC - 21 - 28
HA - 28 - 32
LENGTH OF PANEL
AVERAGE HEIGHT "H" OF PANEL.
DESIGN C = 2’ LEVEL SURCHARGE OR SLOPED SURCHARGE
UP THROUGH 5:1. A = NO SURCHARGE.
FOOTING PRESSURE DESIGN. H = HIGH, L = LOW
28’ REQUIRES SPECIAL QUANTITIES
32’ IS STANDARD
FILE NO. PAGE NO.
0
1’-4"
1’-6"
2’-0"
þÿ�2�’�
þÿ�3�’�
3’-9"
4’-3"
4’-9"
5’-3"
5’-10"
þÿ�6�’�
þÿ�6�’�-
þÿ�7�’�
þÿ�7�’�-
þÿ�8�’�
þÿ�8�’�-
þÿ�9�’�
þÿ�9�’�-
þÿ�1�0�’
þÿ�1�0�’�
þÿ�1�1�’
12’-0"
þÿ�1�2�’
þÿ�1�2�’�
þÿ�1�3�’
þÿ�1�3�’�
þÿ�1�4�’
þÿ�1�4�’�
þÿ�1�5�’
þÿ�1�5�’�
þÿ�1�6�’
0
4"
6"
8"
þÿ�1�
1’-1"
1’-3"
1’-5"
1’-7"
1’-9"
þÿ�1�’�-
þÿ�2�’�
þÿ�2�’�
þÿ�2�’�
þÿ�2�’�
þÿ�2�’�
þÿ�2�’�-
þÿ�3�’�
3’-4"
þÿ�3�’�
þÿ�3�’�
þÿ�3�’�
4’-0"
þÿ�4�’�
4’-4"
4’-6"
4’-8"
4’-10"
5’-0"
5’-2"
5’-4"
5’-6"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
þÿ�1�’�
1’-2"
þÿ�1�’�
þÿ�1�’�
þÿ�1�’�
þÿ�1�’�
1’-7"
þÿ�1�’�
þÿ�1�’�
þÿ�1�’�-
þÿ�1�’�-
þÿ�2�’�
þÿ�2�’�
þÿ�2�’�
þÿ�2�’�
þÿ�2�’�
þÿ�2�’�
þÿ�2�’�
0
0
0
4"
9"
þÿ�1�’�
1’-6"
1’-10"
2’-2"
2’-6"
þÿ�2�’�-
3’-3"
3’-7"
3’-11"
þÿ�4�’�
4’-5"
þÿ�4�’�
þÿ�4�-�
þÿ�5�’�
þÿ�5�’�
5’-8"
þÿ�5�’�-
þÿ�6�’�
þÿ�6�’�
þÿ�6�’�
þÿ�6�’�-
þÿ�7�’�
þÿ�7�’�
7’-8"
þÿ�7�’�-
þÿ�8�’�
þÿ�8�’�
HE
IG
HT
PL
US
SU
RC
HA
RG
E
REAR ELEVATION
þÿ�3
���"� �P
�
4’-0"
6"
H >
7’
=
H <
7’
H-6" @
MA
X. 4’-0"
LGTH. = 8’-4" FOR H > 5’
*** LGTH. = 2H-6" FOR H < 5’
@ MAX. 8’-4"
BARS U
=
6"
BARS B
1’-0"
FT
+1’-0"
U
H M
IN
US
1’-11"
A4
LGTH. = H + TW
þÿ�+� �S�W� �-�
LGTH. = H - 6’
MINUS SURCHARGE
BARS A7
TW+SW-6"
H M
IN
US
25’-1"
11" PIN
DIA.
A3
BARS A6
11" PIN
DIA.H M
IN
US
20
’-1
0"
þÿ�1�’�
LGTH. = H - 19’-11"
A2
BARS A5
þÿ�L�G�T�H�.� �
+ SW - 18’-5"
H M
IN
US
17
’-9
"
9" PIN
DIA.
A1
BARS A4H
MIN
US
13
’-9
"
6" PIN
DIA.
=
þÿ���"
+ SW-6"
TW+SW-6"
13’-10"
þÿ�3
PIN DIA.
1’-0" MIN.
LAP
1’-2" MIN.
LAP
A7
BARS A3
H M
IN
US
11’-3"
=
TW+SW-6"A6
þÿ�5 ��"
DIA.
12’-0"
2’-0"
2’-0"
BARS A2
H M
IN
US
8’-3"
=
A5
þÿ�4���"
DIA.
11’-
0"
5’-0"
þÿ���T�
þÿ�L�G�T�H�.� �=� �H� �
H < 14’ H > 14’ < 20’=
5’-0"
LGTH. = 11’-0"
H > 20’
LGTH. = H + TW
+ SW - 11’-10"
H < 24’
LGTH. = 12’-0"
H > 24’
LGTH. = H + TW
þÿ�+� �S�W� �-�
H < 29’
LGTH. = 13’-10"
H > 29’
H M
IN
US
8’-3"
þÿ�4���"
DIA.
þÿ���T�
1’-6" MIN.
LAP
2’-5" MIN.
LAP
2’-6" MIN.
LAP
BARS A1
=
A4
=
1’-8"
LGTH. = 13’-0"
H > 16’
þÿ�3���"
DIA.
þÿ�3���"
DIA.
TW+SW-6"TW+SW-6"
U
1’-0" MIN. LAP
13’-0"
MIN
US
SU
RC
HA
RG
E
11’-
4"
MIN
US
SU
RC
HA
RG
E
H M
IN
US
1’-11"
MIN
US
SU
RC
HA
RG
E
H M
IN
US
1’-11"
MIN
US
SU
RC
HA
RG
E
U U
SECTION
H < 14’ H > 14’=
12"
3"
KW
FW
3"
3" C
LE
AR
3" C
L.
3" CLEAR
VERT STEEL
2" CLEAR
HORIZ STEEL
TW HW
H HS
1’-0
" M
IN
FT
KW
SW
U @ 15" C/C
D @ 18" C/C D @ 12" C/C
B A
TC
H
PLACE TOEWALL AGAINST
UNDISTURBED SOIL.
SECTION
12"
KW
FT
HS
H
KW
FW
3"3"
1’-
0" M
IN
TW SW HW
3" C
LE
AR
3" C
L.
AB
C
H
F
D @ 12" C/C
D @ 18" C/C
U @ 15" C/C
3" CLEAR
VERT STEEL2" CLEAR
HORIZ STEEL
PLACE TOEWALL AGAINST
UNDISTURBED SOIL.
TO
P O
F U
ND
IS
TU
RB
ED
OR
CO
MP
AC
TE
D S
OIL
.
MAKE BREAK LINE PARALLEL
TO TOP OF FOOTING
VA
RIE
S
13
’-0
" F
OR
DN
. A
TO
6’-0
" F
OR
DN
. K
NOTE: VERTICAL
BARS ARE INSIDE
HORIZONTAL BARS.
(TYPICAL)
TIE ALL BARS A
AT BEND POINT
TO REINFORCING
IN FRONT FACE.
T
F
BARS F TO BE #8 SMOOTH
AT EXPANSION JOINTS AND
#8 DEFORMED AT CONSTRUCTION
JOINTS.
VARY LENGTH OF LEGS OF
BARS U TO FIT SLOPE OF PANEL
FOR ALL VALUES OF H LESS
THAN 5’-0" I.E. FOR 10% GRADE
U1 LEGS = 1’-0", U26 = 4’-0".
FOR WALLS LESS THAN 13’ IN
HEIGHT, SPACING BETWEEN BARS
þÿ� � � �A�1� �A�N�D
CONST. OR
EXP. JOINT
TYPICAL 5"
32’-0" USUAL PANEL LENGTH
KEY FOOTING
"H
" (
AV
ER
AG
E H
EIG
HT
OF
PA
NE
L)
US
E D
ES
IG
N "
A" F
OR
AL
L V
AL
UE
S O
F H
ON
BA
R B
EN
DIN
G D
IA
GR
AM
S.
VARIES (3’-0" MAX.)(TOP OF WALL AT HIGH END) LEVEL
D FF @ 12"
8’-0
" T
OP
OF
A2
BA
RS
TO
P O
F A
1 B
AR
S 1
’-8"
11’-0" T
OP
OF
A3 B
AR
S
13’-6" T
OP
OF
A4 B
AR
S
17
’-6
" T
OP
OF
A5
BA
RS
20
’-7
" T
OP
OF
A6
BA
RS
24’-10" T
OP
OF
A7 B
AR
S
2"
6"
1’-6"
A1
A4
A7
FT
U
A1
A1 A1
A2
A3
A4A5
A6A7
H T A C D
TYP.
3" CLEAR
LGTH. = H + TW + SW-2’-6"
H < 14’ H > 14’ < 16’
þÿ�1
12
þÿ�1
12
þÿ�1
12
þÿ�1
12
þÿ�1
12
þÿ�1
12
þÿ�1
12
þÿ�1
12
þÿ�1
12
þÿ�1
12
H-(
FT
+1
’-1
1")
(-) S
UR
CH
AR
GE
þÿ�1
12
***
DESIGN "A" WALL WITH ZERO
SURCHARGE SHOWN AT RIGHT.
DEDUCT AMOUNT OF SURCHARGE
FOR DISTANCE TO TOP OF BAR
FOR OTHER DESIGNS.
*
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
LOW FOOTING PRESSURE (L.F.P.)
STANDARD RETAINING WALL
DESIGNS A TO K
WA
LL
HE
IG
HT
"H
"
PROPERTIES
SU
RC
HA
RG
E
LE
VE
LS
LO
PE
D
NO
NE
NO
NE
1’
UP
TO
7:1
2’
" 5
:1
3’
4’
5’
6’
7’
" 2
:1
A B C D E F G K DESIGN
REINFORCING STEEL FOR 32’-0" PANEL (DESIGN A) QUANTITIES FOR 32’-0" PANEL
DESIGN A B C D E F G K
WALL DIMENSIONS
MA
X. S
OIL
PR
ES
S.
T/0
’
FW TW SW HW FT KW STEM TOE HEEL
þÿ� �"�
þÿ� �"�
þÿ�
�"�
þÿ�
�"�
MAX. REQ’D.
A’S 0"/FT.
0
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
1’-0"
1’-0"
1-3"
1’-3"
1’-3"
1’-6"
1’-6"
1’-6"
1’-6"
1’-6"
1’-6"
1’-6"
1’-9"
1’-9"
1’-9"
1’-9"
1’-9"
.125
.125
.125
.125
.125
.125
.125
.154
.229
.327
.448
.596
.774
.985
1.086
1.173
1.291
1.383
1.513
1.650
1.758
1.939
2.066
2.189
2.359
2.408
2.672
2.862
3.057
3.261
3.470
3.631
0
.125
.125
.125
.125
.125
.125
.125
.158
.280
.401
.553
.722
.924
1.113
.971
1.148
1.057
1.246
1.414
1.336
1.521
1.767
1.648
1.870
1.813
2.028
2.235
2.468
2.717
2.992
2.888
WT.LGTH.
+ A1
26~#5 @ 15"
0
9"
9"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-3"
1’-3"
1’-6"
1’-6"
1’-6"
1’-9"
1’-9"
1’-9"
2’-0"
2’-0"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-3"
2’-6"
+ A2
25~#6 @ 15"
** A4
26~#8 @ 15"
A3
25~#7 @ 15"
** A5
25~#9 @ 15"
A6
25~#11 @ 15"
A7
26~#11 @ 15"
B
26~#5 @ 15"
LGTH. WT. LGTH. LGTH. LGTH. LGTH. LGTH. LGTH.WT. WT. WT.WT. WT. WT.
**
FO
R H
=2
0’ U
SE
#9
BA
RS
A4
** F
OR
WA
LL
S 3
2’ H
IG
H U
SE
#11 B
AR
S A
5
** F
OR
FO
LL
OW
IN
G H
EIG
HT
S U
SE
#10
B
AR
S A
5 H
=2
3’;
H=
24
’;
H=
28
’;
H=
29
’
5’-1"
6’-1"
7’-1"
8’-1"
9’-1"
10’-1"
11’-1"
12’-1"
675
808
941
1074
1206
1339
1472
1605
2337
2533
2728
3’-6"
4’-6"
5’-6"
6’-6"
7’-6"
8’-6"
9’-6"
10’-6"
11’-6"
12’-6"
13’-6"
14’-6"
15’-6"
16’-6"
17’-6"
18’-6"
19’-6"
20’-6"
21’-6"
22’-6"
23’-6"
24’-6"
25’-6"
26’-6"
27’-6"
28’-6"
29’-6"
30’-6"
31’-6"
95
122
149
176
203
231
258
285
312
339
366
393
420
447
475
502
529
556
583
610
637
664
692
719
746
773
800
827
854
C
SIZE SPA. WT.LGTH.NO.
1’-10"
2’-3"
2’-8"
3’-0"
3’-4"
3’-8"
4’-0"
4’-4"
4’-9"
5’-1"
5’-5"
5’-9"
6’-1"
6’-5"
6’-9"
7’-2"
7’-5"
7’-9"
8’-1"
8’-6"
8’-9"
9’-2"
9’-6"
9’-10"
10’-1"
10’-5"
10’-9"
11’-2"
11’-6"
26
26
26
26
26
26
38
38
38
38
38
38
38
38
38
38
38
38
38
76
76
76
76
76
76
76
76
76
76
#4
#4
#4
#4
#4
#4
#4
#6
#6
#7
#8
#9
#9
#9
#9
#9
#10
#10
#10
#8
#8
#8
#8
#9
#9
#9
#10
#10
#10
15"
15"
15"
15"
15"
15"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
5"
5"
5"
5"
5"
5"
5"
5"
5"
5"
32
39
46
52
58
64
102
247
271
395
550
743
786
829
872
926
1213
1267
1322
1725
1776
1860
1928
2541
2606
2692
3516
3652
3761
NO. NO. NO. NO.WT. WT. WT. WT. WT.LGTH.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
2
2
4
5
7
9
10
12
13
15
17
19
20
22
24
25
27
29
30
32
34
35
37
39
40
42
44
45
47
49
50
52
66
66
131
164
230
296
329
394
427
493
559
624
657
723
789
821
887
953
986
1051
1117
1150
1216
1281
1314
1380
1446
1478
1544
1610
1643
1708
2
3
4
5
6
7
8
9
10
11
12
13
14
14
15
16
17
18
18
19
20
21
22
23
24
25
26
27
28
29
31
32
16
24
32
40
48
56
64
72
80
88
96
104
112
112
120
128
136
144
144
152
160
168
176
184
192
200
208
216
224
232
248
256
2
2
2
3
3
3
3
4
4
4
5
5
6
6
7
7
7
8
8
8
9
9
9
10
10
10
11
11
11
12
66
66
66
99
99
99
99
131
131
131
164
164
197
197
230
230
230
263
263
263
296
296
296
329
329
329
361
361
361
394
1’-4"
3’-4"
5’-4"
7’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
8’-4"
36
90
145
199
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
226
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
SURCHARGE
NONE 1’ OR 7:1 2’ OR 5:1 þÿ�3�’� �0� þÿ�4�’� �O� 5’ OR 2:1 þÿ�6�’� �O� þÿ�7�’� �O�
CONC.
C.Y.
REINF.
L.B.
CONC.
C.Y.
CONC.
C.Y.
CONC.
C.Y.
CONC.
C.Y.
CONC.
C.Y.
CONC.
C.Y.
CONC.
C.Y.
REINF.
L.B.
REINF.
L.B.
REINF.
L.B.
REINF.
L.B.
REINF.
L.B.
REINF.
L.B.
REINF.
L.B.
D
#5 X 31’-6"
@ 12" & 18"
F
#8 X 3’-0"
@ 12"
H
#5 X 31’-6"
@ 12"
T
#5 X 31’-6"
@ 12"
***U
26~#5
@ 15"
282
384
552
884
1086
1229
1559
1919
2096
2809
3216
3696
4379
4766
5152
5497
6396
7113
7517
8666
9113
9328
9907
10965
11904
12504
14645
15323
17171
322
424
558
931
1101
1464
1792
2000
2681
3088
3569
4284
4646
5024
5403
6268
6984
7430
8539
8985
9233
9779
10838
11809
12375
14517
15229
17043
GENERAL NOTES:
1 REINFORCING STEEL BAR LENGTHS TABULATED ARE FOR NO SURCHARGE
DESIGN A. TO MODIFY BAR LENGTHS FOR DIFFERENT SURCHARGE DESIGN,
SUBTRACT THE AMOUNT OF LEVEL SURCHARGE FROM BARS A1 AND B. TAKE BARS
D AND F FOR DESIGN B THRU K WALLS FROM DESIGN A WALL OF THE SAME
HEIGHT. LENGTHS AND NUMBER OF OTHER BARS WILL BE UNCHANGED EXCEPT BAR
A2 FOR H < 14’-0" WHEN SURCHARGE EXCEEDS 6 FT.
2 WALLS ARE DESIGNED USING 40# EQUAL FLUID PRESSURE AND WITH WEIGHT
OF EARTH AT 120# / CU. FT.
3 ALL CONCRETE TO BE CLASS C; f’c = 3600 PSI; fc = 1440 PSI.
4 ALL REINFORCING STEEL TO BE GRADE 60; fs = 24,000 PSI.
5 FOR NOTES AND DETAILS NOT SHOWN ON THIS SHEET SEE SHEETS 2, AND 3.
þÿ�6� � �3��� �I�N�C�H� �T�O� �1�1� �I�N�C�H� �D�I�A�M�E�T�E�R
7 QUANTITIES ARE BASED ON "H" BEING AVERAGE HEIGHT OF PANEL.
8 RETAINING WALLS ARE DESIGNED TO BE CODED AS FOLLOWS ON
RETAINING WALL LAYOUT SHEETS.
1
1
1 USE 1993 TEXAS STATE HIGHWAY DEPARTMENT SPECIFICATIONS.
LC - 21 - 28
HA - 28 - 32
LENGTH OF PANEL
AVERAGE HEIGHT "H" OF PANEL.
DESIGN C = 2’ LEVEL SURCHARGE OR SLOPED SURCHARGE
UP THROUGH 5:1. A = NO SURCHARGE.
FOOTING PRESSURE DESIGN. H = HIGH, L = LOW
28’ REQUIRES SPECIAL QUANTITIES
32’ IS STANDARD
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
1’-0"
þÿ�1�’�
1’-2"
þÿ�1�’�
þÿ�1�’�
þÿ�1�’�
þÿ�1�’�
1’-7"
þÿ�1�’�
þÿ�1�’�
þÿ�1�’�-
þÿ�1�’�-
þÿ�2�’�
þÿ�2�’�
þÿ�2�’�
þÿ�2�’�
þÿ�2�’�
þÿ�2�’�
þÿ�2�’�
0
0
0
4"
9"
þÿ�1�’�
1’-6"
1’-10"
2’-2"
2’-6"
þÿ�2�’�-
3’-3"
3’-7"
3’-11"
þÿ�4�’�
4’-5"
þÿ�4�’�
þÿ�4�-�
þÿ�5�’�
þÿ�5�’�
5’-8"
þÿ�5�’�-
þÿ�6�’�
þÿ�6�’�
þÿ�6�’�
þÿ�6�’�-
þÿ�7�’�
þÿ�7�’�
7’-8"
þÿ�7�’�-
þÿ�8�’�
þÿ�8�’�
HE
IG
HT
PL
US
SU
RC
HA
RG
E
REAR ELEVATION
þÿ�3
���"� �P
�
4’-0"
6"
H >
7’
=
H <
7’
H-6" @
MA
X. 4’-0"
LGTH. = 8’-4" FOR H > 5’
*** LGTH. = 2H-8" FOR H < 5’
@ MAX. 8’-4"
BARS U
=
6"
BARS B
1’-0"
FT
+1’-0"
U
H M
IN
US
1’-11"
A4
LGTH. = H + TW
þÿ�+� �S�W� �-�
LGTH. = H - 6’
MINUS SURCHARGE
BARS A7
TW+SW-6"
H M
IN
US
25’-1"
11" PIN
DIA.
A3
BARS A6
11" PIN
DIA.H M
IN
US
20
’-1
0"
þÿ�1�’�
LGTH. = H - 19’-11"
A2
BARS A5
þÿ�L�G�T�H�.� �
+ SW - 18’-5"
H M
IN
US
17
’-9
"
9" PIN
DIA.
A1
BARS A4H
MIN
US
13
’-9
"
6" PIN
DIA.
=
þÿ���"
+ SW-6"
TW+SW-6"
13’-10"
þÿ�3
PIN DIA.
1’-0" MIN.
LAP
1’-2" MIN.
LAP
A7
BARS A3
H M
IN
US
11’-3"
=
TW+SW-6"A6
þÿ�5 ��"
DIA.
12’-0"
2’-0"
2’-0"
BARS A2
H M
IN
US
8’-3"
=
A5
þÿ�4���"
DIA.
11’-
0"
5’-0"
þÿ���T�
þÿ�L�G�T�H�.� �=� �H� �
H < 14’ H > 14’ < 20’=
5’-0"
LGTH. = 11’-0"
H > 20’
LGTH. = H + TW
+ SW - 11’-10"
H < 24’
LGTH. = 12’-0"
H > 24’
LGTH. = H + TW
þÿ�+� �S�W� �-�
H < 29’
LGTH. = 13’-10"
H > 29’
H M
IN
US
8’-3"
þÿ�4���"
DIA.
þÿ���T�
1’-6" MIN.
LAP
2’-5" MIN.
LAP
2’-6" MIN.
LAP
BARS A1
=
A4
=
1’-8"
LGTH. = 13’-0"
H > 16’
þÿ�3���"
DIA.
þÿ�3���"
DIA.
TW+SW-6"TW+SW-6"
U
1’-0" MIN. LAP
13’-0"
MIN
US
SU
RC
HA
RG
E
11’-
4"
MIN
US
SU
RC
HA
RG
E
H M
IN
US
1’-11"
MIN
US
SU
RC
HA
RG
E
H M
IN
US
1’-11"
MIN
US
SU
RC
HA
RG
E
U U
SECTION
H < 14’ H > 14’=
12"
3"
KW
FW
3"
3" C
LE
AR
3" C
L.
3" CLEAR
VERT STEEL
2" CLEAR
HORIZ STEEL
TW HW
H HS
1’-0
" M
IN
FT
KW
SW
U @ 15" C/C
D @ 18" C/C D @ 12" C/C
B A
TC
H
PLACE TOEWALL AGAINST
UNDISTURBED SOIL.
SECTION
12"
KW
FT
HS
H
KW
FW
3"3"
1’-
0" M
IN
TW SW HW
3" C
LE
AR
3" C
L.
AB
C
H
F
D @ 12" C/C
D @ 18" C/C
U @ 15" C/C
3" CLEAR
VERT STEEL2" CLEAR
HORIZ STEEL
PLACE TOEWALL AGAINST
UNDISTURBED SOIL.
TO
P O
F U
ND
IS
TU
RB
ED
OR
CO
MP
AC
TE
D S
OIL
.
MAKE BREAK LINE PARALLEL
TO TOP OF FOOTING
VA
RIE
S
13
’-0
" F
OR
DN
. A
TO
6’-0
" F
OR
DN
. K
NOTE: VERTICAL
BARS ARE INSIDE
HORIZONTAL BARS.
(TYPICAL)
TIE ALL BARS A
AT BEND POINT
TO REINFORCING
IN FRONT FACE.
T
F
* DESIGN "A" WALL WITH ZERO
SURCHARGE SHOWN AT RIGHT.
DEDUCT AMOUNT OF SURCHARGE
FOR DISTANCE TO TOP OF BAR
FOR OTHER DESIGNS.
BARS F TO BE #8 SMOOTH
AT EXPANSION JOINTS AND
#8 DEFORMED AT CONSTRUCTION
JOINTS.
*** VARY LENGTH OF LEGS OF
BARS U TO FIT SLOPE OF PANEL
FOR ALL VALUES OF H LESS
THAN 5’-0" I.E. FOR 10% GRADE
U1 LEGS = 1’-0", U26 = 4’-0".
FOR WALLS LESS THAN 13’ IN
HEIGHT, SPACING BETWEEN BARS
þÿ� � � �A�1� �A�N�D
CONST. OR
EXP. JOINT
TYPICAL 5"
32’-0" USUAL PANEL LENGTH
KEY FOOTING
"H
" (
AV
ER
AG
E H
EIG
HT
OF
PA
NE
L)
US
E D
ES
IG
N "
A" F
OR
AL
L V
AL
UE
S O
F H
ON
BA
R B
EN
DIN
G D
IA
GR
AM
S.
VARIES (3’-0" MAX.)(TOP OF WALL AT HIGH END) LEVEL
D FF @ 12"
8’-0
" T
OP
OF
A2
BA
RS
TO
P O
F A
1 B
AR
S 1
’-8"
11’-0" T
OP
OF
A3 B
AR
S
13’-6" T
OP
OF
A4 B
AR
S
17
’-6
" T
OP
OF
A5
BA
RS
20
’-7
" T
OP
OF
A6
BA
RS
24’-10" T
OP
OF
A7 B
AR
S
2"
6"
1’-6"
A1
A4
A7
FT
U
A1
A1 A1
A2
A3
A4A5
A6A7
H T A C D
TYP.
3" CLEAR
LGTH. = H + TW + SW-2’-6"
H < 14’ H > 14’ < 16’
þÿ�1
12
þÿ�1
12
þÿ�1
12
þÿ�1
12
þÿ�1
12
þÿ�1
12
þÿ�1
12
þÿ�1
12
þÿ�1
12
þÿ�1
12
H-(
FT
+1
’-1
1")
(-) S
UR
CH
AR
GE
0
1’-8"
2’-0"
2’-8"
3’-6"
4’-3"
5’-0"
5’-8"
6’-4"
7’-0"
7’-9"
8’-6"
9’-2"
9’-10"
10’-6"
11’-2"
11’-10"
12’-6"
13’-3"
13’-10"
14’-6"
15’-2"
16’-0"
16’-6"
17’-3"
17’-11"
18’-7"
19’-3"
19’-11"
20’-7"
21’-3"
21’-11"
0
8"
1’-0"
1’-4"
1’-9"
þÿ�2�’�-
2’-6"
2’-10"
3’-2"
3’-6"
þÿ�3�’�-
4’-3"
4’-7"
4’-11"
5’-3"
5’-7"
5’-11"
6’-3 "
þÿ�6�’�
6’-11"
7’-3"
7’-7"
8’-0"
8’-3"
þÿ�8�’�
þÿ�8�’�-�
þÿ�9�’�
þÿ�9�’�
þÿ�9�’�-�
þÿ�1�0�’
þÿ�1�0�’
þÿ�1�0�’�
0
.113
.141
.110
.143
.176
.207
.238
.269
.300
.346
.361
.391
.422
.465
.513
.544
.593
.623
.652
.702
.731
.761
.810
.840
.889
.919
.949
.979
1.009
1.039
1.088
0
.125
.125
.125
.125
.125
.125
.128
.181
.247
.325
.438
.552
.686
.862
.785
.946
.913
1.081
1.229
1.205
1.373
1.590
1.537
1.742
1.735
1.929
2.138
2.361
2.599
2.852
2.817
3’-10"
5’-3"
6’-8"
8’-0"
9’-4"
10-8"
12’-0"
13’-5"
14’-9"
16’-1"
17’-5"
18’-10"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
13’-0"
104
142
181
217
253
289
325
364
400
436
472
511
353
353
353
353
353
353
353
353
353
353
353
353
353
353
353
353
353
4’-2"
5’-4"
6’-7"
7’-8"
8-11"
10-1"
11’-2"
12’-5"
13’-7"
14’-9"
15’-11"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
156
200
247
288
335
379
419
466
510
554
598
413
413
413
413
413
413
413
413
413
413
413
413
345
413
485
558
630
703
779
847
920
992
1069
1137
613
613
613
613
613
613
613
613
8’-5"
9’-10"
11"-2"
12-8"
14’-1"
15’-5"
16’-11"
18’-5"
19’-9"
21’-2"
22’-7"
24’-0"
25’-5"
26’-11"
13’-10"
13’-10"
13’-10"
584
683
775
879
1245
1070
1174
1278
1371
1469
1568
1666
1764
1869
960
960
960
9’-7"
10’-11"
12’-4"
13’-7"
15’-0"
16’-4"
17’-8"
19’-0"
20-4"
21’-8"
23-0"
24’-4"
815
928
1327
1461
1275
1388
1502
2044
2187
1842
1955
3232
16’-11"
18’-4"
19’-9"
66
66
66
99
99
99
131
131
131
164
164
197
197
197
230
230
263
263
263
296
296
329
329
329
361
361
394
394
394
427
427
1.2
3.6
5.1
7.4
9.6
11.6
13.7
15.7
17.7
19.6
21.7
23.8
25.8
27.7
29.8
35.4
37.8
44.3
47.3
50.0
57.7
61.0
64.8
72.3
76.4
85.0
89.2
94.5
98.9
103.5
108.1
118.6
118
246
440
766
972
1152
1262
1436
1547
1910
2272
2479
3159
3558
4040
4722
5117
5504
5842
6740
7456
7868
9018
9464
9679
10259
11318
12256
12855
14996
15683
1753013
2
2
2
3
3
3
4
4
4
5
5
6
6
6
7
7
8
8
8
9
9
10
10
10
11
11
12
12
12
13
2.4
3.9
6.2
8.4
10.4
12.5
14.5
16.5
18.4
20.5
22.6
24.6
26.5
28.6
34.2
36.6
43.1
46.1
48.9
56.5
59.9
63.6
71.2
75.2
83.8
88.0
93.3
97.8
102.3
107.0
117.5
184
312
472
817
1024
1167
1309
1451
1782
2144
2352
3064
3438
3912
4627
4988
5374
5754
6612
7327
7772
8989
9336
9583
10129
14189
12161
12726
14867
15579
17402
2.7
5.0
7.2
9.3
11.3
13.3
15.3
17.3
19.3
21.4
23.4
25.4
27.4
33.0
35.4
41.9
44.9
47.7
55.4
58.7
62.4
70.0
74.0
82.6
86.9
92.1
96.6
101.1
105.8
116.3
184
344
512
774
1039
1214
1324
1686
2016
2224
2937
3343
3791
4499
4894
5246
5625
6525
7200
7644
8794
9208
9456
10034
11060
12053
12632
14739
15451
17299
3.8
6.0
8.1
10.1
12.1
14.1
16.1
18.1
20.2
22.2
24.2
26.2
31.8
34.2
40.8
43.7
46.5
54.2
57.5
61.3
68.8
72.8
81.5
85.7
91.0
95.4
99.9
104.6
115.1
4.8
6.9
9.0
10.9
12.9
14.9
17.0
19.0
21.0
23.0
25.0
30.6
33.1
39.6
42.5
45.3
53.0
56.3
60.1
67.6
71.6
80.3
84.5
89.8
94.2
98.7
103.4
113.9
5.7
7.8
9.8
11.7
13.7
15.8
17.9
19.8
21.8
23.8
29.5
31.9
38.4
41.3
44.1
51.8
55.1
58.9
66.4
70.4
79.1
83.3
88.6
93.0
97.6
102.2
112.7
362
430
596
946
1336
1697
1872
2585
2960
3441
4157
4551
4904
5275
6174
6856
7301
8452
8853
9105
9684
10710
11682
12290
14388
15101
16949
6.6
8.6
10.5
12.5
14.6
16.7
18.6
20.6
22.6
28.3
30.7
37.2
40.2
42.9
50.6
53.9
57.7
65.2
69.3
77.9
82.1
87.4
91.8
96.4
101.0
111.5
368
468
602
1181
1569
1777
2457
2864
3313
4029
4424
4809
5155
6040
6762
7173
8323
8771
8978
9556
10615
11554
12153
14293
14972
16821
7.4
9.4
11.3
13.4
15.5
17.5
19.4
21.5
27.1
29.5
36.0
39.0
41.8
49.4
52.7
56.5
64.1
68.1
76.7
80.9
86.2
90.6
95.2
99.8
110.3
406
474
672
1414
1649
2362
2736
3217
3901
4296
4682
5060
5326
6634
7079
8195
8642
8891
9429
10487
11459
12025
14166
14877
16692
þÿ�1
12
MIN
US
SU
RC
HA
RG
E
6’-9"
8’-1"
9’-6"
10’-11"
12’-4"
13-9"
15’-3"
16’-7"
18’-0"
19’-5"
20’-11"
22’-3"
12’-0"
12’-0"
12’-0"
12’-0"
12’-0"
12’-0"
12’-0"
12’-0"
3002
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
3003
TYPES 6-8
STANDARD RETAINING WALLS
TYPE 6 RETAINING WALL TYPE 7 RETAINING WALL
FENCE TO BE A SEPARATE PAY ITEM
COMBINATION CANTILEVER & WALK WITH FENCECOMBINATION CANTILEVER & WALK
WALL GREATER THAN H=5’-0" REQUIRES SPECIAL
ENGINEERING ANALYSIS
3/4" CHAMFER
(SEE NOTE NO. 7)
NO. 3 BARS ON
18" CTRS. MAX.
NO. 3 BARS ON
18" CTRS. MAX.
NO. 3 BARS ON 12" CTRS. UP TO H=5’
5’-0" WHEN WALK ABUTS CURB
4’-0"
3" DIA. WEEPHOLES SPACED 10’-0"
SLOPE 1/4" PER FT. TOWARD STREET
NO. 3 BARS ON 14" CTRS.
CONTINUOUS POCKET
OF CLEAN COARSE
GRAVEL.
3/8"R
8"
6"
H>3’
H<3’
H>
3’
H<
3’
6"
8"
H =
5’-0" M
AX
.
7"
7"
2"
2"
3/4" CHAMFER PIPE SLEEVE
FILL WITH
JOINT COMPOUND
3" DIA. WEEPHOLES
SPACED 10’-0"
CONTINUOUS POCKET
OF CLEAN COARSE
GRAVEL.
(SEE NOTES 10 & 11)
NO. 3 BARS ON 18" CTRS.
NO. 3 BARS ON 12" CTRS.
NO. 3 BARS ON 14" CTRS.
SLOPE 1/4" PER FT. TOWARD
STREET
4’-0"
5’-0" WHEN WALK
ABUTS CURB
2"
H
1’-0"
8"
6’-8" M
AX
.10"
7"
2"
10"
3/8"R
CLOSED END
PRE-MOLDED JOINT FILLER
FELT PLUG
1’-0"
2’-0"
2"2" MIN.
1/2" MIN.
TYPE 8 RETAINING WALL
FOR DRIVEWAY THROUGH PROPERTY LINE RETAINING WALL
SIDE ELEVATION
SECTION FROM STREET
NO. 3 BARS ON 12" CTRS. NO. 4 BARS ON 24" CTRS.
LAP 30 DIA.
SURFACE OF DRIVEWAY
END VIEW OF RETAINING WALL - A SEPARATE PAY ITEM
LAP BARS AS SHOWN
H V
AR
IE
S 5
’-0" M
AX
.
L VARIES
1’-0"
1 1
/2"C
LE
AR
T/2
PROPERTY LINE
H V
AR
IE
S 5
’-0" M
AX
.
NO. 3 BARS ON 12" CTRS.
CONTINUOUS POCKET
OF CLEAN COARSE
GRAVEL.
3" DIA. WEEPHOLES
SPACED 10’-0"
NO. 4 BARS ON 24" CTRS. (BENT)
NO. 3 BARS ON 24" CTRS. BOTH WAYS
TO BE PAID FOR AS WALL
8"
6" 12’-0" MINIMUM
1’-0" 1’-0"DRIVEWAY PAY LIMIT 10’-0" MIN.
2" CLEAR 2" CLEAR
NO. 3 BAR NO. 3 BAR
H> 3’
H< 3’
2" CLEAR
FOOTING SAME THICKNESS
AS WALL
T/2
T/2
3/4" CHAMFER
6"
H <
3’
H >
3’
THE DOWELS SHALL BE SPACED 1’-0" MAXIMUM BEGINNING
1’-0" ABOVE FOOTING. A MINIMUM OF 2 DOWELS TO BE USED IN EACH
JOINT, THE SLEEVE FOR DOWEL SHALL HAVE AN INSIDE DIAMETER OF 7/8" AND
BE OF A QUALITY AND DESIGN TO PROVIDE FREE MOVEMENT OF THE DOWEL.
THE ENTIRE DOWEL AND SLEEVE ASSEMBLY SHALL BE SECURED IN POSITION PRIOR
TO POURING OPERATIONS.
THE EXPANSION JOINT SHALL EXTEND THROUGHOUT
THE STEM AND WALK SECTION IN CONTINUOUS VERTICAL PLANE. ALL OTHER
DETAILS TO BE AS ABOVE.
NO. 6 BARTHIS SIDE ASPHALT COATED
GENERAL NOTES FOR RETAINING WALLS, ALL TYPES (U.N.O.)
3/4" CHAMFER-EXCEPT WHEN JOINT
IS IN WALK. ROUND WITH EDGING
TOOL AND FILL WITH ASPHALT.
EXPANSION JOINT DETAILIN WALL
SPACING OF JOINTS SHALL BE 45’ MAXIMUM FOR TYPES 6 THRU 8.
FOR WALLS NOT EXCEEDING 5’ HEIGHT
WHEN WALK ABUTS CURB623
WALK ADJACENT
TO CURB
623
CLOSED END
FELT PLUG
1’-0"
2’-0"
2"2" MIN.
1/2" MIN.
NO. 6 BAR
REMOVE TOP 1/2" OF EXPANSION MATERIAL AND SEAL WITH
COLD POUR EZ-7 SEALANT, MEDIUM VISCOSITY OR EQUAL.
EXPANSION JOINT DETAILAGAINST CURB
(FOR WALLS OVER 5 FEET IN HEIGHT WITH FOOTING ABUTING BACK OF CURB.)
1. DOWELS SHALL BE COATED WITH BOND BREAKER ON WALL FOOTING SIDE AS SHOWN.
2. SPACING SHALL BE 12" ON CENTER, NO. 6 DOWEL BARS.
3. THE SLEEVE FOR DOWEL SHALL HAVE AN INSIDE DIAMETER OF 7/8" AND BE OF A QUALITY AND DESIGN TO
PROVIDE FREE MOVEMENT OF THE DOWEL.
4. ENTIRE DOWEL AND SLEEVE ASSEMBLY WITH JOINT FILLER MATERIAL SHALL BE SECURED IN POSITION
PARALLEL WITH THE FOOTING SURFACE BY A METHOD APPROVED BY THE ENGINEER PRIOR TO
POURING OPERATION.
1/2" PRE-MOLDED EXPANSION MATERIAL
16" DOWEL COATING
FOR BOND BREAKER (ASPHALT COATING)
3"
12"
5"
3"þÿ�1�
1. RETAINING WALLS SHALL BE BUILT WITH PERFORATED DRAIN SYSTEM INSTEAD OF
WEEP HOLES WHENEVER FEASIBLE.
2. BARS SHALL CONFORM TO ITEM 2.2.6 OF NCTCOG SPECIFICATIONS.
3. BAR LAPS SHALL BE 30 DIAMETERS.
4. ALL EXPOSED SURFACES EXCEPT DRIVEWAY AND WALK SHALL RECEIVE A
CARBORUNDUM OR APPROVED PAINTED FINISH.
5. DRIVEWAY AND WALK SHALL RECEIVE A NON-SKID WOOD FLOAT FINISH.
6. EXPOSED EDGES AND CORNERS TO BE ROUNDED OR CHAMFERED AS INDIC-
ATED HEREIN. (CHAMFER ON BACK OF WALL MAY BE ELIMINATED TO PERMIT MOWING)
7. WEEP HOLES SHALL BE FORMED BY FIBER DUCT 3" O.D.
8. FOR WALL TYPES 6 & 7, THE WALKWAY WIDTH MAY BE INCREASED WHEN SPECIFIED
ON THE PLANS, BUT SHALL NOT BE DECREASED UNLESS A SPECIAL DETAILED DESIGN
IS PROVIDED IN THE PLANS AND SPECIFICATIONS.
9. WEEP HOLES OR PERFORATED DRAIN SYSTEM MAY BE DELETED FOR RETAINING
WALLS NOT EXCEEDING 3’ IN HEIGHT WHEN APPROVED BY THE ENGINEER.
10. EXPANSION JOINTS SHALL BE CONSTRUCTED BETWEEN STREET CURB AND RETAINING
WALL FOOTINGS ABUTTING BACK OF CURBS WHEN RETAINING WALL HEIGHT EXCEEDS 5’
(SEE DETAIL ABOVE). FOR WALLS LESS THAN OR EQUAL TO 5’ IN HEIGHT, SIDEWALK LUGS
SHALL SHALL BE CONSTRUCTED AT BACK OF CURB INTEGRAL WITH THE RETAINING WALL
FOOTING
(NO EXPANSION MATERIAL).
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
3004
STANDARD RETAINING WALLS
MISCELLANEOUS DETAILS
GENERAL NOTES :
Walls are designed to provide a minimum factor of
safety against sliding of 1.5 . The undisturbed or compacted
soil depth in front of walls, from bottom of key up shall not
be less than Kw + Fr + 1’-0". The angle of internal friction ( )
of this soil must be greater than 20^.
The bearing capacity of the soil must be equal to or
greater than the wall footing pressure.
Retaining walls with heights up to 15’-0" are detailed to be
placed on grades up thru 10 % with footing level, with no
changes in reinforcing steel. Steeper grades can be accomodated
by shortening Bars A & B and increasing length of legs of
Bars U by the same amount. No change in Quantities will be
involved. Walls over 15’-0" in height can be placed on steeper
grades with no revisions.
Retaining walls may be placed on Horizontal Curves by
adjusting lengths of footing Bars T & H. Minor revisions of
Concrete Quantities may be required when maximum footing
pressure walls are used.
All concrete to be Class C, f’c = 3600 psi fc = 1440 psi1
Reinforcing bar laps and splices shall conform to
City of Dallas Specifications.
1 Cost of Furnishing and installing expansion joint material
and waterstops shall be included in price bid for Class C
Concrete (Retaining Walls)
For notes and details not shown on this sheet, see
sheets 3001 & 3002
1 Use 1993 Texas State Highway Department Specifications.
JOINT AND WATERSTOP DETAILS
2’-
0"
1’-0"
2" M
ax. 0" M
in.
4" 4"
þÿ�
1
Type 10 Waterproofing
þÿ��
1’-0"
For H
>20’
þÿ�3
Fo
r H
_2
0’
þÿ�1
H > 14’H 14’<
SHOWING WATERSTOP @ FOOTING JOINT
PART ELEVATION PART SECTION
Equal
1’-0"
Type "A" or "B" Waterstop
Dowel Bars F
Type 10
Waterproofing
1
Type "A" or "B" Waterstop
Type 10
Waterproofing
1
Dowel Bars F
1" dia x 3’-0"
smooth
1’-9"
2’-
0"
Unreinforced CI. "C" Conc.
ALTERNATE STEM SLOPE DETAILS
BOTH FACES VERTICAL
FRONT FACE VERTICAL
BACK FACE SLOPED
BOTH FRONT & BACK
FACES SLOPING
AS DETAILED
ALL HEIGHTS
(Basis for Payment) Other slopes may be used on either
front or back face of wall.(For "H" > 14’) (As detailed for "H" 14’)<
12" 12" 12" 12"
SwSw Sw
Vertical
Vertical
Vari
es
14
’ M
ax
.
12
þÿ�12
þÿ
Parallel
Front
Face
Vertical
12
Sw-12
Hs þÿ�-
Hs
12
Sw-12
Hs
DRAINAGE DETAILS
& EXCAVATION
Filter Material
Finished Grade
2’-
6"
2’-0"
+ 6
"
If pipe underdrains are required, the flowline and
outlets shall be as shown elsewhere in the plans
and the concrete coarse aggregate shall be
approximately centered on the underdrain pipe.
If pipe underdrains are used, omit weep holes.
Concrete coarse aggregate, Grade 2 or 3.
(Incl. in Filter mat’l for payment)
Limits of Uncl.
Struct. Excavation.Limits of Uncl.
Struct. Excavation.
Top of undisturbed
or compacted soil.
Finished ground line
1’-0"
2’-
0"
1’-
0"
+
1’-0"Min.
4" o Weep holes @ 15’-0" c.-c. max.
þÿ�s�l�o�p�e� ���"� �p�e�r�
1’-0" square hardware cloth
centered behind opening.
PVC WATERSTOP TYPE "B"
PVC WATERSTOP TYPE "A"
þÿ�7
þÿ
þÿ
þÿ�1 þÿ þÿ�1þÿ +-þÿ 0�"�
Note : Dimensions & shapes
may vary slightly depending
on manufacturer.
EXPANSION JOINT CONSTRUCTION JOINT
9"
þÿ� +-
þÿ
+-þÿ ��"�
þÿ�2"2"
þÿ���"� �C�
þÿ���"� �C�
Bars F
Face of Wall
Type "B" Waterstop
Edge of
Wall
Equal
Compressed Plug
( Sponge, etc.)
Use Spacer for stems of unequal thickness
Type "A" Waterstop Bars F, 1 " o x 3’-0" Smooth
Dowels @ 12" c/c
Prem. Exp. Jt. Material
1 " I.D. Polyethylene Sleeve or
wrap with 30# Roofing Felt
1"
þÿ��
1
2’-
0"
Place toewall against
undisturbed soil
Designed in accordance with A.A.S.H.T.O. 1973 Standard
Specifications.
Walls with slopes other than these may be used after approval by the
Engineer. Sw shall not be less than shown in Table on page 3001 or 3002.
No payment will be made for excess concrete due to changing of slope of wall face.
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
4001
STANDARD ALLEY PAVING
TURNOUTS AND SLOPE
PROTECTION DETAILS
5’
EXISTING
CONC. WALK
12’
1’
SAWCUT & REMOVE WALK
REPLACE WITH 6" R. C. DRIVE
MONOLITH ALLEY TURNOUT
10’
R
SAWCUT & REMOVE EDGES OF EXISTING TURNOUT
REPLACE WITH 6" REINF. CONC. DRIVE
CURB ALIGNMENT TO BE USED
WHERE RIGHT-OF-WAY PERMITS
BARRIER
FREE
TRANSITION
6’ MIN. CURB
TRANSITION
RESTORE ASPH. CONC.
10
’ R
1’
5’
3’
MIN.
1’
MIN.
3’-6"
6’-6"
10’
PR
OP
OS
ED
AL
LE
Y P
VM
T.
NO SCALE
5’
EXISTING
CONC. WALK
12’
1’
SAWCUT & REMOVE WALK
REPLACE WITH 6" R. C. DRIVE
MONOLITH ALLEY TURNOUT
10’
R
SAWCUT & REMOVE EDGES OF EXISTING TURNOUT
REPLACE WITH 6" REINF. CONC. DRIVE
BARRIER
FREE
TRANSITION
10’
R
1’
5’
3’
MIN.
1’
MIN.
3’-6"
6’-6"
10’
PR
OP
OS
ED
AL
LE
Y P
VM
T.
NO SCALE6’ MIN. CURB
TRANSITION
1’
WHERE WALKS EXIST AT ALLEY
TURNOUTS TO BE MODIFIED, THE
WALKS WILL BE REBUILT AS REINF.
CONC. DRIVE, AND MONOLITHIC
WITH THE TURNOUT AS SHOWN
NOTE:
PAY LINE
PAY LINE
DETAIL SHOWING MODIFICATION OF EXISTING
TURNOUT AT ASPHALT STREET WITH CON-
CRETE CURB & GUTTER
DETAIL FOR WIDENING INTERSECTION
OF PROPOSED ALLEY WITH EXISTING
ALLEY PAVEMENT
6"12"
MAX.
SLO
PE 1
:1
2"
6"
NO. 4 BARS ON 18" CTRS.
NO. 3 BARS
ON 18" CTRS.
VA
RIE
S
LAP
30 DIA.
ALLEY PVMT.-
SEPARATE PAY ITEM
NO SCALE
3’-0" USUAL
PL
þÿ�M�A�X�.� �S�L�
ALLEY SLOPE PROTECTION
5’
20’ R
PROPOSED WALK
PAY LINE
ALIGNMENT TO BE USED WHERE
RIGHT-OF-WAY PERMITS
PROPOSED WALK 5’
PAY LINE
10’
10’
7.5’ 7.5’
CLALLEY
AT LOCATIONS WHERE COMBINATION
WALL AND WALK IS BEING BUILT,
THIS DETAIL WILL NOT APPLY. THE
ALLEY TURNOUT WILL BE BUILT
SEPARATE.
NOTE:
WALK ADJACENT TO ALLEY TURNOUTS IS TO BE
BUILT MONOLITHIC WITH THE TURNOUT AND
TO THE SAME STANDARDS.
TYPICAL PLAN - ALLEY TURNOUTS
SCALE FEET
5 50 10
SAWCUT & REMOVE WALK, REPLACE
WITH 6" R. C. DRIVE MONOLITH ALLEY
TURNOUT
VARIES
ALLEY R.O.W.
USE 3 BARS ON 24" CENTERS
BOTH WAYS
NO SCALE
10’
VA
RIE
S
VA
LL
EY
12’
34’
ST
RE
ET
VA
LL
EY
TO
MA
TC
H
EX
IS
TIN
G D
IT
CH
DETAIL OF CONCRETE CONNECTION
TO STREETS WITHOUT CURBS
6"
6"
3"
6"
5’-0"
5’-0" WITHOUT CURB
5’-6" WITH CURB
6"
12"12"12"
12"12"6"
3"
PAY LIMIT FOR INTEG. CURB
INTEGRAL CURB
INTEGRAL CURB
NO. 3 TRANSVERSE BARS SPACED ON 24" CENTERS.
NO. 4 LONGITUDINAL BARS SPACED AS SHOWN.
C
C
L
L
3"
3"
3"
6"
6"
6"
6"
6"
3"
5"
NO. 3 TRANSVERSE BARS SPACED ON 24" CENTERS.
NO. 4 LONGITUDINAL BARS SPACED AS SHOWN.
5’-0" 5’-6" WITH CURB
5’-0" WITHOUT CURB
12"12"12"
12"12"
T/2
CURB OR CURBS NOT INCLUDED UNLESS SPECIFIED
TYPICAL SECTION TYPE A
PAY LIMIT FOR INTEG. CURB
TYPICAL SECTION TYPE BCURB OR CURBS NOT INCLUDED UNLESS SPECIFIED
7.5’ 7.5’
5’ 5’
6"
EASEMENT
REQUIRED
C A
LL
EY
L
P PL L
þÿ �"� �/� �F
5 50
SCALE FEET
SECTION
P P
P PL L
L L
5’ 5’
7.5’ 7.5’
5’ 5’10’
10’
VA
RIE
S
C A
LL
EY
L
12’
PLAN
INLETS IN ALLEYS
5 50 10
SCALE FEET
15’15’
41
.5 R
41
.5 R
15’
40’ R.40’ R.
NO SCALE
PROPOSED R.O.W.PROPOSED R.O.W.
USE #3 BARS ON
24" CENTERS BOTH
WAYS.
1’
1’
12’
1.5
’ O
R V
AR
IE
S
REMOVE 1’ PVMT. EACH SIDE
AT PROPOSED WIDENING
EXISTING CONC. ALLEY PVMT. SAWCUT
DETAIL FOR WIDENING INTERSECTION
OF PROPOSED ALLEY WITH EXISTING
ALLEY PAVEMENT
5’ MIN.5’ MIN.TRANSITION
1"=1’ MAX. SLOPE TRANSITION
1"=1’ MAX. SLOPE
12’ USUAL
KEYWAY
SEE PAVING DETAIL, PG.
1004 FOR ADDITIONAL
INFORMATION.
NOTE:
PLPL
1"
4’
WA
LK
EXPANSION MATERIAL & PAY LINE
NO. 3 BARS PARALLEL TO EDGE
OF DRIVE
NO. 3 BARS ON 24" CENTERS
BOTH WAYS
NO EXPANSION MATERIAL
FACE OF CURB
4"
2"
US
UA
L
PAY LINE AT
BACK OF CURB
42’ MINIMUM ALLEY TURNOUTS
KEYWAY
ROUT AND SEAL 1" DEEP
LENGTH OF KEYWAY
MA
X.
SL
OP
E 8
.0%
4.5
’ U
SU
AL
& M
AX
.
LE
SS
WH
EN
P IS
CL
OS
ER
L
5’
WA
LK
6"
EXPANSION MATERIAL
AND PAY LINE
NO SCALE
ALLEY TURNOUT DETAIL
NOTE: ALTERNATE REINFORCEMENT
2’-6" 2’-6"10’
15’-0" USUAL
1’-6" 1’-6"12’-0"
10’-0"
PROPERTY LINE
R= 20’-0" USUAL R= 20’-0" USUAL
EXPANSION JOINT
FOR TURNOUT WITH
WALKS SEE DETAIL
NO. 3 BARS ON 24"
CTRS. BOTH WAYS
5’
4’
WA
LK
2’
FACE OF
CURB
6"
6"
12
"
PAY LIMIT
WITH STREET
PAVEMENT REINFORCEMENT LAPPED 30 DIA. OR
NO. 3 BAR DOWEL 24" LONGBLOCK-OUT LIMIT
NOT MONOLITHIC
WITH STREET PVMT.
6"
5’
WA
LK
FACE OF
CURB
5’
NO. 3 BAR BENT TO
RADIUS 4" GREATER
THAN-CURB
RADIUS
ALTERNATE ALLEY PAVING TURNOUT DETAIL
1010 0 5
SCALE FEET
T/2
1. APPROVED WELDED WIRE FABRIC IN SHEETS MAY BE
USED IN LIEU OF DEFORMED REINFORCING BARS.
2. THE WIRE FABRIC SHALL BE SUPPORTED ON 36"
CENTERS BOTH WAYS BY APPROVED BAR CHAIRS.
3. THE SIZE OF THE WIRE FABRIC SHALL BE 12 X 12 -
W3.5 X W3.5 WITH A NORMINAL DIAMETER OF 0.211 INCHES
AND A NOMINAL WEIGHT OF 0.119 LBS / LIN. FT.
NOTE:
1.
2.
REDWOOD EXPANSION JOINTS SHALL BE
PLACED AT ALL ABRUPT CHANGES IN
ALIGNMENT OR WIDTH OR AT A MAXIMUM
DISTANCE OF 150 FEET.
SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE
WITH THE SPECIFICATIONS AND SPECIAL PROVISIONS BEFORE
PAVEMENT IS PLACED. SUBGRADE SHALL BE CUT TO DESIGN
BOTTOM OF PAVEMENT ELEVATION, SCARIFIED TO A DEPTH OF
8" TO A WIDTH ONE FOOT OUTSIDE OF THE PAVEMENT LIMITS
AND COMPACTED TO A DENSITY OF 98% STANDARD PROCTOR
DENSITY AT A MOISTURE CONTENT BETWEEN(-) 2% TO (+) 4%
OF OPTIMUM MOISTURE.
4"
EXPANSION MATERIAL AT PL
REINF. CONC.
ALLEY PAVE & CONNECTION-ITEM 450
1’
EXPANSION JOINT
6" REINF. CONC. DRIVE
6" OPTIONAL INVERT
PROVIDED DRIVEWAY GRADES < 8%
357
4" NON- REINF.
CONC. SIDEWALK
( )
6" REINF. CONC.
DRIVE. ( )457
357
4" NON- REINF. CONC.
SIDEWALK ( )
10’10’
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
4002
STANDARD ALLEY PAVING
ALLEY ANGLES AND INTERSECTIONS
PAVING AND RIGHT-OF-WAY DETAILS
DETAIL "A"
DETAIL "B"
DETAIL "C"
DETAIL "D"
DETAIL "K"
DETAIL "F"
DETAIL "E"
DETAIL "G"
DETAIL "H"
DETAIL "J"
71^ - 90^
41^ - 70^
11^ - 40^
1^ - 10^
91^ - 110^
111^ - 135^
60’
60’
60’10’
10’
12’
CO
NC
RE
TE
2.5
’
1.5
’
15’
R.O.W.
R.O.W.
15’
15’
2’
R.O.W.
ALTERNATE
R.O.W.
ALTERNATE
R.O.W.
1.5’
ALTERNATE
R.O.W.
ALTERNATE
R.O.W.
0 20 20 40FT
SCALE: 1’’= 20’
10
10’
12’
15’
CONCRETE
2.5’
1.5’
2’
10’
12’
15’
CO
NC
RE
TE
2.5
’
1.5
’
10’ 15’
3’ 3’
3’
3’
= 90^ - 104^ = 76^ - 90^
= 61^ - 75^
= 105^ - 119^
= 45^ - 60^ = 120^ - 135^
R.O.W.
R.O.W.
R.O.W.
ALTERNATE
R.O.W.ALTERNATE R.O.W.
ALTERNATE R.O.W.
ALTERNATE
R.O.W.
MINIMUM R.O.W. 40’ R
MINIMUM R.O.W. 50’ R
MINIMUM R.O.W.
35’ R
MINIMUM R.O.W.
40’ R
MINIMUM R.O.W.
40’ R
MINIMUM R.O.W.
40’ R
MINIMUM R.O.W.
40’ R
10’
12
’
15
’ CO
NC
RE
TE
2.5
’1.5
’
10’
12’
15’
CONCRETE
2.5’1.5’
80’10’
42.5’ 42.5’
80’ DESIRABLE
70’ MINIMUM
35’
6’
6’
7.5’ 7.5’
1.5
’1
.5’
1.5’
1.5
’
P R = 45’LP R = 45’L
10’
7.5’
12’
CO
NC
RE
TE
1.5
’
7.5
’
15’15’
10’
2’
2’ 2’
2’
10’
15’
15’
ALTERNATE PL
15’
MINIMUM R.O.W.
35’ R
ALTERNATE R.O.W.
ALTERNATE R.O.W.
40’ R
R.O.W.
10
’
12’
15
’
CO
NCRETE
2.5
’
1.5
’
10’
15’
1.5’
10’
12’
15’
CO
NC
RE
TE
2.5
’
1.5
’
R.O.W.
20’ R
VARIES
INVERT
ALTERNATE
R.O.W.
45’ R - 12’ R.O.W.
40’ R - 15’ R.O.W.
41.5
’ R
- 1
5’ R
.O.W
.
46
’ R
- 1
2’ R
.O.W
.
10’ 15’ 3’
3’
6’
MINIMUM R.O.W.
50’ R
ALTERNATE R.O.W.
R.O.W.
20’ R
30’ R
15’
4’
10’
12’CONCRETE
2.5’
1.5’
10’
4’
MINIMUM R.O.W.
70’ R
ALTERNATE R.O.W.
20’ R
15’
R.O.W.
10’
12’
CO
NC
RETE
2.5
’
1.5
’
10’
5’
5’
A
A
6’ VARIES
10
"
6"
SECTION A-A
(DETAIL "D")
ALLEY AT A TURN PROFILE
EXPANSION JOINT
EXPANSION JOINT
EXPANSION JOINT
EXPANSION JOINTEXPANSION JOINT
EXPANSION JOINT
EXPANSION JOINT
EXPANSION JOINT
EXPANSION JOINT
NOTE: PROVIDE EXPANSION JOINT AT BEGINNING
OF FLARE TRANSITIONS ON ALL ALLEY
SECTIONS AS SHOWN ON DETAILS
1.5’
20’
PAVING
24’ R.O.W.
R.O
.W.
70’
EXPANSION JOINT
10’
PAVING 15’ R.O.W.8’ RADIUS
20 R’
2.5’
30’
TAPER
MODIFIED ALLEY TURNOUT
EXPANSION JOINT
HORIZ.: 1"=10’
VERT.: 1"=4’
MIN. ROW. MIN. ROW.
STANDARD ALLEY TURNAROUND
FOR GARBAGE TRUCKS
THIS IS AN APPROVED ALTERNATIVE
SOLUTION TO A 90 TURN IN AN ALLEY
WHEN THE AREA ON THE INSIDE OF THE
CURVE IS NOT UNDER THE CONTROL OF THE
DEVELOPER. USE OF THIS ALTERNATIVE
REQUIRES THE APPROVAL OF THE DIRECTOR
OF PUBLIC WORKS & TRANSPORTATION OR
HIS/HER DESIGNEE.
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
BOLT & NUT FOR POST & RAIL
OVAL SHOULDER
BUTTON HEAD
SCALE: 3"=1’-0"
GALVANIZED
11/4
"
FOR POSTS SEE NOTE 3
11/ 4
"FOR RAILS
ARRANGEMENT AT POST
5/8
"BOLT & NUT
WASHER
ALLOW 4" CLEAR FOR
INSTALLATION OF
REFLECTORS
5/ 8
"O
11/ 4
" LG
4"
1" 1"2" 2"
1"
1"
4"
2"41/4
"4
1/4
"2"
121 / 2"
4"
10
"
CL RAIL
CL POLE
3/16
"
WITH 11/16
" X 1" SLOT
POST BOLT SLOT
3/4
"X 2
1/ 2
"SEE POST BOLT & NUT
RAIL SPLICE
SLOTTED HOLES
29/ 32
" X 11/ 8
"
6"X6"X HEIGHT
SQUARE POST
10" SAWCUT BEVEL
TOP
2"
3/ 16
"
TO BE USED WITH POST BOLT
1 /8
"
SIDE VIEW
WOOD POST CONNECTIONSCALE: 3" = 1’-0"
7 THE CONTRACTOR HAS THE OPTION OF USING 7" DIA ROUND
POST INSTEAD OF SQUARE POST
8 UPON INSTALLATION OF BARRICADE, THE CONTRACTOR
SHALL NOTIFY THE TRAFFIC CONTROL DEPARTMENT THAT
THE BARRICADE IS READY FOR THE SIGN TO BE INSTALLED
1 METAL FLEX-BEAM GUARD RAIL SHALL BE 10 GAGE, GALVANIZED
AS PER ASTM A93.
2 AT THE OPTION OF THE CONTRACTOR THE RAIL ELEMENT OF THE
LENGTHS. RAIL SHALL BE FURNISHED WITH POST BOLT SLOTS FOR
5/8" DIAMETER BOLT CONNECTION TO POSTS.
3 BOLTS USED IN ATTACHING RAIL TO POST SHALL BE OF SUFFICIENT
LENGTH TO EXTEND THROUGH THE FULL THICKNESS OF THE NUT.
4 LOCATION OF BARRICADES SHALL BE DETERMINED BY THE ENGINEER.
5 WHERE ROCK IS ENCOUNTERED OR WHERE SHOWN ON THE PLANS,
THE DIAMETER OF HOLES AND THE MATERIAL FOR BACKFILLING SHALL
BE AS DIRECTED BY THE ENGINEER.
6 TIMBER POSTS MAY BE BEVELED AT APPROX. 10^ ON THE TOP OR BOTH
ENDS WITH HIGH SIDE PLACED TOWARD THE ROADWAY OR THEY MAY BE
DOMED.
GENERAL NOTES
STREET TYPE
LANEWIDTH
FT.
BARRICADE
LENGTH
FT.
COLLECTOR
APARTMENT
RESIDENTIAL
2-33 26
1-44 38.5
1-36
1-26
26
26
SEE NOTE 4
TYPICAL
MEDIAN STRIP
TRAFFIC FACE
REAR FACE
GUARD RAIL CONNECTION AT POST
SEE NOTE 4
TYPICAL
COLLECTOR STREET
15/16
"R
10^
3 33//14
"
16
"
11/16
"
313/16
"
121/4
"
15/16
"R
CL SYM.
3/4
"X 2
1/
2"
SLOT
NEUTRAL AXIS
NO SCALE
GUARD RAIL SECTION
3’-0" M
IN
.1’ -
27 /
8"
1 -’0
1 / 4"
1’-9"
4"
10
1 /8
"
2’-7
1 / 8"
5’-7
1 /8
"
SCALE: 1/ 2 " =1’-0"
SECTION A-A
A
A
31/4
"
61 /4
"
10"
1’-
9"
5’-7"
3’-0"(M
IN
)
12’-6"
PAVING SURFACE
FINISHED GRADE
5’-7" X6"X6" SQUARE POST
26’-01/2
"
10 GAGE FLEX-BEAM
GALVANIZED GUARDRAIL
61/4
"
31/4
"
4"
12’-6"
6’X6"X6" SQUARE POST
ALL POSTS SHALL BE TREATED
WITH A WOOD PRESERVATIVE OR
CREOSOTE BEFORE INSTALLATION
SCALE: 1 / 2" =1’-0"
TYPICAL ELEVATION
TRAFFIC CONTROL DETAILS
DEAD END STREET
BARRICADE
5001
GALV PLATE WASHER
WASHERS 2"X4"X
þÿ
BOLTS & NUTS
þÿ�1
�
þÿ�G�U�A�R�D� �F�E�N�C�E� �M�A�Y� �B�E� �F�U�R�N�I�S�H�E�D� �
ARTERIAL S
TREET
ARTERIAL
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
NOTES
þÿ�1�.� �A� ��"� �T�H�I�C�K� �S�T�E�E�L� �P�L�A�T�E� �T�E�M�P�L�A�T�E� �W
DIA. SHALL BE USED TO ACCURATELY POSITION ANCHOR BOLTS.
2. CONCRETE USED FOR FOUNDATIONS SHALL BE EITHER CLASS A OR CLASS C AS DEFINED IN
THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS "STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION" ITEM 7.4.5.
3. ALL ANCHOR BOLT HOOKS SHALL BE POINTED TOWARDS THE CENTER OF THE FOUNDATIONS.
4. ALL CONDUITS PLACED IN A FOUNDATION SHALL BE ORIENTED AS INDICATED ON THE
INTERSECTION CONDUIT LAYOUT.
CONC. SURFACE.
6. ALL STEEL REINFORCEMENT BARS SHALL BE OF INTERMEDIATE GRADE.
TYPE OF POLE
AND
MAST ARM
FOUNDATION
TYPE
DRILLED
SHAFT
DIAMETER
REINFORCEMENT
STEELDRILLED
SHAFT
DEPTHVERT
BARS
SPIRAL
& PITCH
ANCHOR BOLT-
QUANTITY AND
DIMENSION
ANCHOR
BOLT
CIRCLE
DIAMETER
TEMPLATE
INSIDE OUTSIDE
RADIUS RADIUS
R1 (MIN) R2 (MIN)
22"
22"
22"
7"
7"
7"
13"
13"
13"
12" þÿ�4 8"
30"
30"
30"
30"
784
785
786
787
8-#9’S
8-#9’S
8-#9’S
8-#9’S
#3 AT 9"
#3 AT 9"
#3 AT 9"
#2 AT 12"
8’-0"
10’-0"
12’-0"
5’-0"
þÿ�(�4�)� �-
þÿ�(�4�)� �-
þÿ�(�4�)� �-
54" X 6" HOOK
54" X 6" HOOK
54" X 6" HOOK
þÿ�(�4�)�
17" X 6" HOOK
TYPE 1 & 2 POLE
TYPE 1 & 2 POLE
TYPE 1 & 2 POLE
W/ 15’,20’ OR 25’
W/ 30’, 35’ OR 40’
W/ 45’ OR 50’
TYPE 3 PEDESTAL
POLE
MAST ARM
MAST ARM
MAST ARM
MAST ARMNO
5002
TRAFFIC SIGNALS
PIT
CH
1’-0"
30" SHAFT O
FOUNDATION DETAILS
4"
8"
6"
18
" M
IN
.
2" CONDUIT WITH
STANDARD ELBOW
FOUR 1" X 40" ANCHOR BOLTS
BENT AS SHOWN 6" THREADED
WITH LEVELING NUTS.
2" CONDUIT SHALL BE
STUBBED UP FROM FLUSH
TO 8" ABOVE FOUNDATION
TOP.
NOTE:
36"
48"
FRONT VIEW
þÿ�1
�
15"
BOLT
DIA.
CIR.
C
C
L
L
36"
36"
NOTE: 2" CONDUIT MUST BE CENTERED
IN FOUNDATION
TOP VIEW
24" M
IN
.
GROUND LEVEL
þÿ �"� �O� �
GROUND ROD
FOR CONDUIT SIZE
SEE INTERSECTION
LAYOUT
TEMPORARY CIRCULAR
STEEL TEMPLATE
2"
3"
VERTICAL BARS - SEE
SECTION TABLE FOR
SIZE AND NUMBER.
SPIRAL - 2 FLAT TURNS
TOP AND 1 FLAT TURN
BOTTOM.
SEE SECTION TABLE
FOR SIZE.
GROUND
ROD
ANCHOR BOLTS
CIRCULAR STEEL TEMPLATE
FOR ANCHOR BOLTS
R1
R2
VERTICAL BARS
8- # 9’S
SPIRAL CAGE
25" O
CONDUIT
12.50"12.50" 7" 7"21.00"
8.50"
3"
6"8.50"
48"
3"
3"
60.00"
FRONT VIEW
ANCHOR BOLT TEMPLATE
ANCHOR BOLT
þÿ�(���"� �X� �2�4�"� �W�/�3�"� �
CONDUIT
CONCRETE
( 3000 P.S.I. )
NO. 4 BARS
þÿ �"� �X� �8�’� �
STEEL GROUND & CLAMP
1"
3"
3"3"
3"
60.00"
24.50"
11"
24.50"
60"
8 NO. 4 BARS AT 8" C. C.
TOP & BOTTOM
8 NO. 4 BARS AT 8" C. C.
TOP & BOTTOM
CONDUIT SHALL BE CENTERED
IN AN AREA NOT TO EXCEED
5" X 14"
TOP VIEW
36.69"
þÿ�}�"� �D�R�I�L�L�E�D�
þÿ
þÿ ��"� � �X� �
STRAPS
7" 7"21"
39"
11"
ANCHOR BOLT TEMPLATE
ANCHOR BOLTS SHALL BE PROVIDED BY CITY OF DALLAS
ALL OTHER MATERIAL, INCLUDING ANCHOR BOLT
TEMPLATES, SHALL BE PROVIDED BY THE CONTRACTOR.
NOTE:
TOP VIEW
SINGLE LEG STREETSCAPE SIGNAL FOUNDATION
DOUBLE LEG STREETSCAPE SIGNAL FOUNDATION
þÿ�5�.� �E�A�C�H� �A�N�C�H�O�R� �B�O�L�T� �S�H�A�N�K� �S�H�A�L�L� �P�R�
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
5003251D 1
TYPICAL PAVEMENT MARKINGS
FOR
CITY STREETS
15’ 15’ 15’ 15’ 15’10’ 10’ 50’ 50’ 15’ 15’ 15’ 15’ 15’10’ 10’
36’
40’ 40’ 40’ 40’
40’
40’40’40’40’
15’ 15’10’ 10’30’
40’ 40’
40’40’
40’ 40’ 40’ 40’ 40’ 40’ 40’
40’40’40’40’40’40’40’
15’ 15’
10’10’ 30’30’
10’10’15’ 15’ 15’100’ MAX.
70’ MIN.
10’ 10’15’ 15’ 15’ 15’ 10’
4"
4"
4" 4"
4"
4"
4"
REFLECTIVE PAINT OR OTHER
SPECIFIED MATERIAL (WHITE)
TRAFFIC BUTTONS TYPE II W-C/R SHALL BE
SPACED ON 40’ CENTERS WITH A CLEAR FACE
TOWARD NORMAL TRAFFIC AND THE RED FACE
TOWARD WRONG WAY TRAFFIC.
TYPE II W-C/R
YELLOW
TYPE II Y-Y
TYPE II Y-Y
SEE NOTE
TYPE II Y-Y
Detail "A"
Detail "B"
TYPE II Y-Y
6" WHITE
TYPE I W-C
AT 30" O.C.
INDIVIDUAL UNIT TRAFFIC BUTTONS TYPE I W-C, CLEAR FACE
TOWARD NORMAL TRAFFIC, SHALL BE SPACED ON 40’ CENTERS.
INDIVIDUAL UNIT TRAFFIC BUTTONS TYPE II W-C/R RED FACE
TOWARD WRONG WAY TRAFFIC SHALL BE SPACED ON 40’ CENTERS.
TYPE II Y-Y
YELLOW YELLOW
TYPE II Y-Y
TYPE II Y-Y
TYPE I W-C
SEE NOTE
TYPE I W-C
TYPE II W-C/R
TYPE II W-C/R
Detail "A" Detail "B"
CONTINUOUS LEFT TURN LANE MARKINGS
TRAFFIC LANE LINE MARKINGS (Typical)
44
’
MIN
IMU
M
PAVEMENT MARKINGS
36’ LOCAL & COLLECTOR STREETS
LANE LINES & CENTER LINES FOR
UNDIVIDED MINOR ARTERIALS (44’ or more in width)
LANE LINES FOR DIVIDED ARTERIALS
NOTE: USE 4" TYPE II Y-Y TRAFFIC BUTTONS
BETWEEN DOUBLE YELLOW LINES
AT 40’ O.C.
TYPE II Y-Y AT 30" O.C.40’ O.C.
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
5004
25’
P. C.
MEDIAN
STANDARD LEFT TURN LANE MARKINGS
15’
P.C.
DETAIL " A "
LEFT TURN LANE MARKING
SHOULD ALIGN WITH CURB LINE
6"
2"TYPE I W - C ON 30" CENTERS
TYPE I W - C ON 30" CENTERS
DETAIL " A "
10’
DETAIL " B "
DUAL LEFT TURN LANE MARKINGS
DETAIL " B "
5’ MEDIAN
WHITE PAVEMENT MARKINGS
6"
6"
2"
9.5’
9.5’
20’ TYPICAL " PUPPY TRACK " PVM’T. MARKING LAYOUT
TYPICAL CROSSWALK LAYOUT
PUPPY TRACKS
6"
6"
3’2’
VARIES
2’
50’
4’
10’
50’
WIDTH OF LINES
WHITE LANE LINE ( L. L. ) 4"
YELLOW CENTER LINE ( C. L. ) 4"
DOUBLE YELLOW
CENTER LINE ( DBL. C. L. ) 4" - 4" GAP - 4"
EDGE LINES ( E. L. ) 4" WHITE - YELLOW
CROSSWALK ( X. W. ) 6" WHITE
STOP LINES ( S. L. ) 18" WHITE
FOR TURNING LANES 6" WHITE
PUPPY TRACKS 4"
NO SCALE
25’
P. C.
MEDIAN
STANDARD LEFT TURN LANE MARKINGS
15’
P.C.
DETAIL " A "
LEFT TURN LANE MARKING
SHOULD ALIGN WITH CURB LINE
6"
2"TYPE I W - C ON 30" CENTERS
TYPE I W - C ON 30" CENTERS
DETAIL " A "
10’
DETAIL " B "
DUAL LEFT TURN LANE MARKINGS
DETAIL " B "
5’ MEDIAN
WHITE PAVEMENT MARKINGS
6"
6"
2"
9.5’
9.5’
20’
6"
6"
3’2’
VARIES
2’
50’
4’
10’
50’
25’
P. C.
DETAIL " B "
DUAL LEFT TURN LANE MARKINGS
25’
P. C.
DETAIL " B "
DUAL LEFT TURN LANE MARKINGS
TYPICAL PAVEMENT MARKING DETAILS
R.R. STOP BARS 24"
Detail "C"
DETAIL " C "
5’
5’
5’
2’
2’
2 ’
2 ’
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
5005
TYPE I W C.
TYPE I Y Y.
.
.
TYPE II W C/R
TYPE II Y Y
(REFLECTORIZED)
þÿ�N�O�T�E�:� �T�O�L�E�R�A�N�C�E�S� �+� ��"� � �U
NO SCALENO SCALE
6"
6"
þÿ�1�
þÿ�
þÿ�
TYPE II
TOP VIEW
6"
6"
þÿ�1�
þÿ�
þÿ�
6"
TYPE I
TOP VIEW
DD
DIR
EC
TIO
N O
F T
RA
FF
IC
UN
LE
SS
SP
EC
IF
IE
D O
TH
ER
WIS
E
EL
ES
WH
ER
E I
N T
HE
PL
AN
S
UN
LE
SS
SP
EC
IF
IE
D O
TH
ER
WIS
E
EL
ES
WH
ER
E I
N T
HE
PL
AN
S
2" 2"
JIGGLE BAR IN PLACE
TOP VIEW
C
C
þÿ�1�"�- þÿ &�
þÿ &� þÿ &� þÿ &�
ROADWAY
SURFACE
þÿ�˘�"� �
6"
2"
ADHESIVE
þÿ &�
þÿ
SECTION C
DIRECTION OF TRAFFIC
þÿ�1�"�- þÿ &�ROADWAY
SURFACE
þÿ�˘�"� �
6"
2"
ADHESIVE
þÿ &�
þÿ þÿ &�
ADHESIVE ROADWAY
SURFACE
þÿ &�
ADHESIVEROADWAY
SURFACEADHESIVE
ROADWAY
SURFACE
SECTION D
JIGGLE BAR TILES
JIGGLE BAR TILES
(NONREFLECTIVE) ITEM 714
TYPE I W C.
TYPE I Y Y.
SIDE VIEW(REFLECTORIZED)
TYPES I & II
FRONT VIEW
6"
þÿ�1�"� -
þÿ &�
þÿ
2"
6"
.
.
TYPE II W C/R
SIDE VIEW
INDIVIDUAL UNIT PAVEMENT MARKINGS
TYPE II Y Y
REFLECTIVE PAVEMENT MARKERS,
TRAFFIC BUTTONS & JIGGLE BAR TILE
717
718
715
716
708
709
710
711
PAVEMENT LANE MARKERS
REFLECTORIZED
SURFACE
B
A
B
A
B
B
AA
þÿ�4�"�
þÿ�4�"�
-
-
þÿ���"�
PAVEMENT SURFACE
30 MAX - 25 MINO O
Section A Section B
TYPE I
Top View
TYPE II
Top View
LC
6" CERAMIC CHANNEL MARKERS
TWO-WAY REFLECTIVE CERAMIC CHANNEL
MARKER, YELLOW COLOR W/ YELLOW REFLECTORSONE-WAY REFLECTIVE CERAMIC CHANNEL
MARKER, YELLOW OR WHITE COLOR
þÿ�1�
þÿ�1�
TOP BOTTOM
FRONT
73 RAISED STUDS
EQUALLY SPACED
6"
þÿ�
GENERAL NOTES:
THE PAVEMENT UPON WHICH THE LANE AND CHANNEL MARKERS, AND JIGGLE BAR
TILE ARE TO BE PLACED SHALL BE PREPARED SUBJECT TO THE APPROVAL OF
THE ENGINEER TO INSURE PROPER CLEANING OF THE PAVEMENT SURFACE.
RPM"S SHALL BE BONDED TO THE ROADWAY SURFACE WITH ADHESIVE CONFORMING
WITH THE SPECIFICATION.
JIGGLE BARS SHALL BE PLACED AT SUCH OTHER LOCATIONS AS SHOWN ON THE
PLAN AND PROFILE SHEETS OR WHERE DIRECTED BY THE ENGINEER.
MARKERS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. THEY ARE NOT
INTENDED TO SPECIFY ANY PARTICULAR PRODUCT.
NOTE
þÿ�A�L�L� �D�I�M�E�N�S�I�O�N�S� �A�R�E� �+� ��"
"JIGGLE BARS" CONSIST OF A NUMBER OF JIGGLE
BAR TILES PLACED IN A LINEAR CONFIGURATION
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
5006
CITY STREETS
FOR
TYP. PAVEMENT MARKINGS
5’-9"
8’-0"
3’-4"
3’-1"
1’-8"
2’-8"
6’-7"
1’-
11"
8’-3"
1’-3" 0’-10"1’-5"
3’-8"
4’-4"
5’-0"
9’-4"
8’-0"
13
’-4
"
ELONGATED LETTERS FOR PAVEMENT MARKINGS
ELONGATED ARROWS FOR PAVEMENT MARKINGS
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
5007
PAVEMENT MARKINGS
RAILROAD CROSSING
TYPICAL DETAILS
GENERAL NOTES
1. The pavement markings on an approach to a railroad grade cross-
ing shall consist of:
a. The RR Xing symbol.
b. Three transverse 24’ lines, and
c. Lane lines : a solid no passing line for two-way
traffic approaches, or solid lane lines
for multilane approaches.
3. Markings other than no passing center lines, shall be white.
No passing center lines shall be white.
4. Approach lanes less than 8 foot width shall NOT have markings.
5. Markings shall NOT be placed where less than 110 feet of
approach pavement is available for placement.
6. RR Xing symbols should be placed approximately in the center of
the approach lane.
7. All transverse markings, including stop lines, shall be placed
at right angles to the center line and across all approach
lanes.
9. Additional markings and placement details may be found in
the TMUTCD, Appendix H.
10. The Engineer may require additional longitudinal markings if
the distance between the stop lines is greater than 80 feet.
Markings are not required across or between the rails.
8. Existing non-standard markings shall be removed to the fullest
extent possible so as not to leave a discernable marking, by
any method approved by the engineer. OVERPAINTING WILL NOT BE
ALLOWED. Removal shall be paid for directly as a separate item.
(for contractor use only)
24 INCH WHITE TRANSVERSE MARKINGS AND STOP LINES
4 INCH SOLID YELLOW NO PASSING LINE
8 INCH SOLID WHITE LANE LINE
RR XING SYMBOL
ESTIMATED QUANTITIES
No. of approach lanes
(include TWLTL
Approach Direction A = LF
Approach Direction B = LF
Total of Both Approaches = LF
For: Two Lane, Two-Way, Single Lane Approach per Direction
("d" - "c") + 70 = LF
Approach Direction A = LF
Approach Direction B = LF
Total of Both Approaches = LF
For: Two-Way or One-Way Traffic, 2 or More Approach Lanes
in same Direction (Do NOT Include TWLTL)
(No. of Approach Lanes minus 1) multiply by
("d" - "c") + 70 = LF
Approach Direction A = LF
Approach Direction B = LF
Total of Both Approaches = LF
Approach Direction A = LF
Approach Direction B = LF
Total of Both Approaches = LF
For: All Approach Lanes
11
33
66
99
132
12
36
72
108
144
13
39
78
117
156
14
42
84
126
168
LANE WIDTH (FT)
1
2
3
4
þÿ�3 þÿ�3
þÿ�1�
þÿ�2�
þÿ�1�
þÿ�2�
þÿ�9
þÿ�3�
6"
þÿ�5
þÿ�1
�17"
þÿ�1
�
7"R
þÿ�1�
7"R
þÿ�1�8
þÿ�1�8
24"
78"
78"
36"
24’
20’
16’
24"
16"
18"
12 feet minimum, 15 feet usual.
if automatic gates are present,
distance "a" should be measured
from nearest edge of automatic
gates to rails.
Stop lines should be placed
on 8 foot (minimum) distance,
in advance of R15-1.
15 feet desirable minimum.
R15-1 should be placed between
stop line and rails with
adequate distance provided for
"a".
30 50 (min) - 90 (usual)
35 70 - 170
40 150 - 250
45 235 - 335
50 315 - 415
55 400 - Up (500 usual)
May consist of R15-1 and/or
R15-2, Type A, Type E or
Type F assembly.
*
R15-1
Assembly
Approach
Speed (mph)
Desirable
Placement
a =
b =
c =
d =
8 inch solid white
4 inch solid yellow
10’ 60’ d
b a
c
Divided Roadway
*
R15-1
Assembly
4 inch solid yellow
10’ 60’ d
b a
c
*
R15-1
Assembly
4 inch solid or broken yellow10’ 30’ 10’ 30’
Two Lane, Two-Way
8 inch solid white
4 inch solid yellow
10’ 60’ d
b
a
c
*
R15-1
Assembly
4 inch solid or broken yellow
MIN.50’
Two-Way Left Turn Lane (TWLTL)
2. For bidding purposes, the RR Xing symbol will be measured and
paid for as for each lane in place. The transverse markings
and lane lines will be measured and paid for by the linear
foot.
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
5008
TRAFFIC SIGNAL DETAILS
251D 1
24"
MIN.
3’
MIN
. D
EP
TH
IN S
OIL
1’-0"
30" SHAFT DIAMETER
VERTICAL BARS - SEE
SELECTION TABLE FOR
SIZE AND NUMBER
R1
R2
ANCHOR BOLTS
CIRCULAR STEEL TEMPLATE
FOR ANCHOR BOLTS
GROUND ROD
CO
ND
UIT
SPIRAL CAGE
25" DIAMETER
VERTICAL BARS
8 - #9’S
3"
TEMPORARY CIRCULAR
STEEL DIAMETER
FOR CONDUIT SIZE
SEE INTERSECTION
LAYOUT
þÿ �"� �O� �
GROUND ROD
PROJECTED 4" ABOVE
FOUNDATION
GROUND
LEVEL
DETAILS FOR TYING CONDUIT INTO EXISTING FOUNDATIONS
EXISTING
TRANSFORMER
BASE
CONCRETE CUT
INTO EXISTING FOUNDATION
INSTALLED
CONDUIT
DETAILS FOR ADAPTER PLATE FOR INSTALLATION OF PEDESTAL
POLES ON EXISTING 707 FOUNDATIONS
þÿ���"� �T�H�I�
ADAPTER PLATE
HEX NUT
þÿ��� �I�N�C�H� �D�I�A�M�
FULLY THREADED 5 INCH LONG BOLTS
USED TO SECURE THE TRANSFORMER
BASE TO THE ADAPTER PLATE
þÿ��� �
EXISTING 1 INCH DIAMETER
ANCHOR BOLTS
EXISTING 707 CONCRETE
FOUNDATION
NOTES: 1. ALL SURFACES OF THE ADAPTER PLATE SHALL BE COVERED WITH TWO COATS OF
THE GRAY ENAMEL PAINT DESCRIBED IN THE SPECIFICATIONS UNDER PAINTING
OF EXISTING NON-GALVANIZED TRAFFIC SIGNAL STRUCTURES.
2. THE EXPOSED PORTION OF EACH EXISTING ANCHOR SHALL BE CUT SO THAT IT
þÿ� � � � � � � � �E�X�T�E�N�D�S� �O�N�L�Y� ��� �I�N�C�H� �F�R�O�M� �T�H�E�
OF THE ADAPTER PLATE AS SHOWN AT LEFT.
þÿ� � � � � � �3�.�T�H�E� ��� �I�N�C�H� �D�I�A�M�E�T�E�R� �H�E�A�D�L�E�S�S�
TO SECURE THE TRANSFORMER BASE TO THE ADAPTER PLATE CAN BE CONSTRUCTED
FROM THE ANCHOR BOLTS SUPPLIED WITH THE PEDESTAL STRUCTURES.
4. WHERE CONDUITS FROM THE EXISTING FOUNDATION REQUIRE AN OPENING IN THE
ADAPTER PLATE LARGER THAN THE 9 INCH DIAMETER CIRCLE SHOWN, NECESSARY
MEASURES (ENLARGEMENT OF THE PLATE OPENING. CUTTING EXCESS CONDUIT EX-
TENDING FROM THE FOUNDATION ETC.) SHALL BE TAKEN TO SECURE FREE PASS-
AGE OF WIRES THROUGH THE ADAPTER PLATE TO THE TRANSFORMER BASE.
5. THE ADAPTER PLATE SHALL BE LEVELED & SECURELY TIGHTENED TO THE EXISTING
FOUNDATION PRIOR TO THE INSTALLATION OF THE NEW TRANSFORMER BASE.
6. SPRING WASHERS SHALL BE USED BETWEEN THE ADAPTER PLATE AND HEX NUTS ON
þÿ� � � � � � � � �T�H�E� ��� �I�N�
7. ALL WASHERS AND HEX NUTS NECESSARY TO COMPLETE THE INSTALLATION SHALL
BE PROVIDED BY THE CONTRACTOR.
FOUR 1-1/8 INCH DIAMETER
DRILLED HOLES
15 INCH
OUTER BOLT
CIRCLE
12 INCH
OUTER BOLT
CIRCLE
18 INCH DIAMETER
ADAPTER PLATE
9 INCH DIAMETER
OPENING
450
INSTALL
WATER TIGHT
SEALING
COMPOUND
AROUND
BASE OF
CABINET
6"
24"
30"
3" MAX.
GROUND ROD PROJECTED
4" ABOVE FOUNDATION
POLE FOUNDATION DETAILS FOR TRAFFIC SIGNAL STRUCTURES
TYPE OF POLE
AND
MAST ARM
FOUNDATION
TYPE
DRILLED
SHAFT
DIAMETER
REINFORCEMENT
STEEL
DRILLED
SHAFT
DEPTH
ANCHOR BOLT-
QUANTITY AND
DIMENSION
ANCHOR
BOLT
CIRCLE
DIAMETER
TEMPLATE
INSIDE
RADIUS
R1
OUTSIDE
RADIUS
R2 (MIN.)VERT
BARS
SPIRAL
& PITCH
FOUNDATION SELECTION TABLE
786
787
30"
30"
#3 AT 9"
#2 AT 12"
12’-0"
5’-0"
þÿ�(�4�)� �-�
54" X 6" HOOK22"
12"
7"
þÿ�4�
13"
8"
8-#9’s
8-#9’s
þÿ�F�O�U�R� !� �I�N�
DRILLED HOLES
NOTES:
1.CONCRETE CUTS SHALL NOT BE MORE THAN 1" GREATER THAN THE DIAMETER OF
THE CONDUIT BEING INSTALLED.
2. FILL ALL CONDUIT CUTS WITH GROUT.
3. ALL WORK ASSOCIATED WITH TYING CONDUIT INTO AN EXISTING FOUNDATION
SHALL BE DONE WITHOUT INTERFERING WITH THE OPERATION OF THE SIGNAL.
þÿ�N�O�T�E�S�:� �1�.� �A� ��"� � �T�H�I�C�K� �S�T�E�E�L� �P�L�A�T�E� �T�E�
ANCHOR BOLT DIAMETER SHALL BE USED TO ACCURATELY POSITION ANCHOR
BOLTS.
2. CONCRETE USED FOR FOUNDATIONS SHALL BE EITHER CLASS A OR CLASS
C AS DEFINED IN THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENT’S
" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION " ITEM 7.4.5
3. ALL ANCHOR BOLT HOOKS SHALL BE POINTED TOWARDS THE CENTER OF
THE FOUNDATION.
4. ALL CONDUITS PLACED IN THE FOUNDATION SHALL BE ORIENTED AS
INDICATED ON THE INTERSECTION CONDUIT LAYOUT.
5. 7 INCHES OF THE THREADED PORTION OF EACH ANCHOR BOLT SHALL
PROJECT ABOVE THE TOP SURFACE OF THE FOUNDATION.
þÿ� � � � � � �6�.� �A� �"� � �O� �X� �7�’�-�0�"� �C�O�P�P�E�R� �C�L�A�
THE FOUNDATION WITH A MINIMUM OF 4 INCHES OF THE ROD
PROJECTING ABOVE THE FOUNDATION’S TOP SURFACE.
7. EACH GROUND ROD SHALL BE DRIVEN INTO THE SOIL FOR A MINIMUM OF
3 FEET AS INDICATED ON THE DRAWING AT THE LEFT.
8. WHEN SOLID ROCK IS ENCOUNTERED DURING DRILLING, THE DRILLED SHAFT
SHALL EXTEND 5’-0" INTO SOLID ROCK, OR TO A DEPTH DETERMINED BY
THE ENGINEER.
9 . THE CONFIGURATION FOR ANCHOR BOLTS AND VERTICAL BARS INSIDE THE
SPIRAL CAGE SHALL BE AS INDICATED ON DRAWING AT THE LEFT.
10. SEE SELECTION TABLE FOR APPROPRIATE DRILLED SHAFT DEPTH FOR A
GIVEN TYPE OF POLE AND ARM.
11. ALL STEEL REINFORCEMENT BARS SHALL BE OF INTERMEDIATE GRADE.
12. A 2" DEEP CIRCULAR FORM SHALL BE PLACED TO ENCASE THE TOP
PORTION OF ALL CIRCULAR FOUNDATIONS.
13. CONNECT #6 AWG STRANDED UNINSULATED COPPER GROUNDING CONDUCTOR
TO GROUND ROD WITH A KEARNEY CLAMP.
POLES W / 15’ TO
50’ MAST ARMS
PEDESTAL POLE
NO MAST ARM
(4) - 1 " X
36" X 4" HOOK
1" X 1" 45 BEVEL
o
6" OF NON-REINF. CONC.
ENCASEMENT
KEARNEY CLAMP W/GROUNDING CONDUCTOR
(SEE NOTE 13 AT RIGHT)
SPIRAL - 2 FLAT TURNS
TOP AND 1 FLAT TURN
BOTTOM.
SEE SELECTION TABLE
FOR SIZE
BACK
DOOR
OF CABINET
BACK
PANEL
#6 STRANDED
UNINSULATED
COPPER GROUNDING
CONDUCTOR
CONCRETE
WORK
APRON
CONCRETE
WORK
APRON
FOUNDATION
GROUND
ROD
4"
24" 24"
SIDE VIEW
6"
CO
NC
RE
TE
AP
RO
N F
OR
BA
CK
DO
OR
OF
CA
BIN
ET
CO
NC
RE
TE
AP
RO
N F
OR
FR
ON
T D
OO
R O
F C
AB
IN
ET
þÿ�9���
CENTER
OF CONDUIT
24" 36" 24"
30
"
15"
ANCHOR BOLTGROUND ROD
25"
FRONT
DOOR
OF CABINET
BASE MOUNTED CONTROLLER CABINET FOUNDATION DETAILS
(FOR TYPE 170 CABINET)
1" ANCHOR BOLTS
18" IN LENGTH
(COMPLETE WITH
NUTS)
þÿ�1
24"
36"
4"
þÿ �"� �0�
COPPER CLAD
STEEL GROUND
ROD
CONDUIT
ALL CONCRETE SHALL BE EITHER CLASS A OR CLASS C
AS DEFINED IN THE NORTH CENTRAL TEXAS COUNCIL OF
GOVERNMENTS’ "STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION" ITEM 7.4.5
NOTE:
FRONT VIEW
TOP VIEW
PITCH
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
5009
TRAFFIC SIGNAL DETAILS
24"
MIN.
GROUND LEVEL
WOOD POLE
WEATHERHEAD
TO SIGNAL BASE
OR PULL BOX
POWER SERVICE CONNECTION DETAILS
WEATHERHEAD
1-1/2" RIGID METAL
CONDUIT
12"
MAX.
5’
5’
# 2 - 2"
WOOD SCREW
GROUND LEVEL
WOOD POLE
TWO - HOLE RIGID PIPE STRAP
24"
MIN.
WEATHERHEAD
1-1/2" RIGID METAL
CONDUIT
12"
MAX.
5’
5’GROUND LEVEL
CONTRACTOR IS REQUIRED TO BEND
CONDUIT TO CONFORM TO METAL POLE
þÿ���"� �X� �.�0�2�5�
STEEL STRAP
STAINLESS STEEL SEAL
TO SIGNAL FOUNDATION
OR PULL BOX TO SIGNAL FOUNDATION
OR PULL BOX
WOOD POLE STEEL POLE
DETAILS FOR MOUNTING CONDUITS ON POLES
NOTE: STRAPS SHALL BE INSTALLED
EVERY 5’ STARTING AT GROUND LEVEL .
NOTE: STRAPS SHALL BE INSTALLED
EVERY 5’ STARTING AT GROUND LEVEL .
POWER SERVICE METER
(SEE DETAIL A)
BREAKER BOX
(SEE DETAIL A)
#6 OR #8 AWG XHHW
(BLACK FOR POWER)
#6 OR #8 AWG XHHW
(WHITE FOR NEUTRAL)
*
*
1-1/2"
RIGID METAL
CONDUIT
SPACING
BETWEEN
CONDUIT
MOUNTING
BRACKETS
APPROX. 5’
24"
MIN.
10’
MIN.
USE #6 AWG WIRE WHEN PROVIDING POWER FOR A BASE-MOUNTED (TYPE 332) CABINET.
USE #8 AWG WIRE WHEN PROVIDING POWER FOR ALL OTHER TYPES OF SIGNAL
CONTROLLER AND SCHOOL FLASHER CABINETS.
ALL WIRING FOR LUMINAIRES SHALL BE #8 AWG XHHW WIRE.
USE A 60 AMP BREAKER FOR POWER CONNECTIONS TO A BASE MOUNTED (TYPE 332)
CONTROLLER CABINET. USE A 50 AMP BREAKER FOR POWER CONNECTIONS TO ALL
OTHER TYPES OF SIGNAL CONTROLLER CABINETS.
USE A 15 AMP BREAKER FOR POWER
CONNECTIONS TO SCHOOL FLASHERS.
*
**
ON ON
OFFOFF
POWER SERVICE METER WIRING DIAGRAMDETAIL A
NEUTRALMAIN
POWER
LUMINAIRE
POWER
CABINET
POWER
LUMINAIRE
NEUTRAL
CABINET
NEUTRAL
30 AMP
BREAKER
CABINET
POWER
15, 50
OR 60
AMP
BREAKER
BREAKER
BOX
LUMINAIRE
POWER
**
GROUND LEVEL
MAST ARM POLE/
PEDESTAL POLE
CABINET MOUNTING
BRACKETS
1" STAINLESS STEEL
BAND STRAPS AND
ASSOCIATED CLAMPS
GALVANIZED 3" O THREADED IRON
PIPE NIPPLE OF SUFFICIENT LENGTH
SUCH THAT THE END OF THE NIPPLE
EXTENDS 1" INTO THE POLE
#6 AWG STRANDED UNINSULATED
COPPER GROUNDING CONDUCTOR
INSTALL WATERTIGHT SEALING COMPOUND
AROUND L.B. OPENING IN POLE
SHOE BASE FOR MAST ARM POLES
ANCHOR BOLT
3’ MINIMUM DEPTH
INTO SOIL
FOUNDATION
þÿ �"� �O� �
COPPER CLAD STEEL
GROUND ROD
CONDUIT
TRANSFORMER BASE
GALVANIZED 3" L.B.
GALVANIZED 3" O FEMALE T ADAPTOR
þÿ�W�/� �1���"� �X� &�"� �
TO THE BOTTOM OF CABINET
CONNECT COPPER GROUNDING
CONDUCTOR TO CHASSIS GROUND
TERMINAL ON BACKPANEL
CABINET
DOOR
POLE
MOUNTED
CONTROLLER
CABINET
DETAILS FOR INSTALLING POLE MOUNTED CONTROLLER CABINET
þÿ�2
24"
MIN
CONNECT COPPER CONDUCTOR
TO GROUND ROD WITH A
KEARNEY CLAMP
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
5010
TRAFFIC SIGNAL DETAILS
DETAIL " III" - ANCHOR BOLTS
TOP PLAN ELEVATION
0.50" NUT HOLDER
FOR GROUNDING
12.50" DIA.
BOLT CIRCLE
( MIN. )
15.50" DIA.
BOLT CIRCLE
( MAX. )
1.38" X 3.00" SLOT FOR 1.25"
A325 CONNECTING BOLT
( 4 REQ’D. )
DOOR FASTENER 0 .38"-
16 UNC X 0.63" LONG HEX
HEAD SCREW ( 2 REQ’D. )
1’-2.81"
SQUARE
2’ -
0"
( 4 ) - 1.50" x 54" x 6" HOOK. ANCHOR
BOLT ( 60" UNBENT LENGTH;
WITH THE THREADED END
GALV. 12" MIN. EACH BOLT
FURNISHED WITH 2 HEX
NUTS & 2 FLATWASHERS -
22" BOLT CIRCLE
10 50
0
1.63" X 10
CONCENTRIC
SLOT
( 4 REQ’D. )
0
1’-10" DIA.
BOLT CIRCLE1’-10"
SQUARE
BOTTOM PLAN
TRANSFORMER BASE NOTES:
1. SIDE PLATES- 0.229"THICK 40 KSI MINIMUM YIELD STRENGTH-COMMERCIAL QUALITY HOT
ROLLED MILD STEEL.
2. TOP PLATE AND BOTTOM PLATE- 1.25". THICK STEEL- 36 KSI MINIMUM YEILD STRENGTH.
3. DOOR- 11 GAUGE STEEL WITH APPROXIMATELY 8.00" X 10.50" X 19.50" HIGH OPENING.
DETAIL "II " - TRANSFORMER BASE ( FOR 15’ THRU 40’ ARMS ONLY )
SQ
UA
RE
" F
"
1.50"
DIA.
HOLES
BOLT
CIRCLE
" G "
POLE SHAFT
DIA. + 0.06"
15’ THRU 40’ ARMS
POLE SHAFT
DIA. - 2"
1.75"
DIA.
HOLES
45’ & 50’ ARMS
7 GA. # .25
3 GA. # .31
WALL
THK.
THICKNESS
" H"
0.50" NUT HOLDER
FOR GROUNDING.
GROUNDING FAST-
ENERS PROVIDED.
4" X 6.50"
HANDHOLE
WITH COVER
.25
X 45
.63 X .19
DETAIL " I " - POLE BASE
POLE
SIMPLEX
PLATE ARM SIMPLEX PLATE
" A "
" C "
" C
"
" A
"
0.25
" D "
" D "
GUSSET PLATES
0.25" THICK
" A
"
TYP.
DETAIL " IV " - MAST ARM ATTACHMENT
POLE
SERIES
POLE
TYPE
SIGNAL
ARM
SPAN
BASE
DIA.
TOP
DIA.LENGTH
GAUGE
( THK. )
FIXED
END
DIA.
FREE
END
DIA.
LENGTH
" E "GAUGE
PLATE
SQUARE
" A "
PLATE
THICKNESS
" D "
BOLT
LENGTH
"B "
BOLT
SPACING
" C "
DESIGNATION KEY POLE DATA MAST ARM DATA MAST ARM ATTACHMENT DATA
POLE & MAST ARM SCHEDULE
DAL
DAL
DAL
DAL
DAL
DAL
DAL
DAL
DAL
DAL
DAL
DAL
DAL
DAL
DAL
DAL
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
15’
20’
25’
30’
35’
40’
45’
50’
15’
20’
25’
30’
35’
40’
45’
50’
20’
20’
20’
20’
20’
20’
20’
20’
27’
27’
27’
27’
27’
27’
27’
27’ 0.188"
0.188"
3
3
3
7
7
7
0.188"
0.188"
7
7
7
7
7
7 7.00"
7.00"
7.00"
7.00"
7.00"
7.00"
8.00"
8.00"
9.00"
9.00"
9.00"
9.00"
10.00"
10.00"
11.50"
11.50"
4.90"
4.20"
3.50"
3.80"
4.10"
3.40"
3.70"
4.50"
4.90"
4.20"
3.50"
3.80"
4.10"
3.40"
3.70"
4.50"
15’
20’
25’
30’
35’
40’
45’
50’
15’
20’
25’
30’
35’
40’
45’
50’
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
15.25"
15.25"
15.25"
15.25"
15.25"
15.25"
16.25"
16.25"
16.25"
16.25"
16.25"
16.25"
18.75"
18.75"
18.75"
18.75"
1.50"
1.50"
1.50"
1.50"
1.50"
1.50"
1.50"
1.50"
1.50"
1.50"
1.50"
1.50"
1.75"
1.75"
1.75"
1.75"
4.50"
4.50"
4.50"
4.50"
4.50"
4.50"
4.50"
4.50"
4.50"
4.50"
4.50"
4.50"
5.00"
5.00"
5.00"
5.00"
12.50"
12.50"
12.50"
12.50"
12.50"
12.50"
13.50"
13.50"
13.50"
13.50"
13.50"
13.50"
16.00"
16.00"
16.00"
16.00"
COMPONENT PARTASTM OR
PIPE MATERIAL
A123 SHAFTS
A153 ACCESSORIES
GALVANIZING N. A.
MIN.
YIELD
( KS I )
ANCHOR BOLTS A36 MOD 55
SINGLE ARM BOLTS A325 92
C & E & F SIGNAL 12"-3 SEC WITH BACKPLATES
G SIGN STREET NAME 24" X 96"
H SIGN REGULATORY 24" X 24"
I SIGNAL DUAL-12"-3 SEC WITH BACKPLATES
J SIGNAL DUAL- PEDESTRIAN SIGNAL
B & C SIGN
A SIGNAL 12"-5 SEC WITH BACKPLATES
REGULATORY 30" X 30"
DEVICE DESCRIPTION PROJ. AREA ( FT )2
13.33
6.25
8.67
16.00
4.00
17.34
8.00
WEIGHT ( LBS. )
55
15
40
50
10
80
60
ARM
SPAN
DISTANCE FROM POLE TO DEVICE ( FT. )
15
20
25
30
35
40
45
50 49 44
N. A. N. A. N. A. N. A.
GFEDCBA
2
2
2
2
2
2
2
2
14 9
19 14
24
24
19 12
1429
34
39
3944
29
29
34
23
26
28
36
20
13
12
23 10
12
N. A.
N. A.
N. A.
N. A.
N. A.
N. A.
N. A. N. A.
N. A.
N. A.
N. A.
N. A.
N. A.
N. A.
N. A.
A A
.19
4.00"
ARM SHAFT
.19
TYP. BOTH
GUSSETS
STEEL PLATE GUSSET
7 GAUGE ( 2 REQ’D. )
.19
0.50"-13UNC X 1.25"
LONG CAP SCREW
GALV. ( 2 REQ’D. )
0.50" TYPE "A"
PLAIN WASHER-GALV.
( 2 REQ’D. )
POLE SIMPLEX
ARM SIMPLEX
SECTION A-A
DETAIL " V " - LUMINAIRE ARM
ATTACHMENT
1.81"
8’-0"
6"
19’-0"
TO
GROUND
TYPE 1
POLE
TYPE 2
POLE
SEE
DETAIL " VI "
SEE
DETAIL " V "
0.50"
4.75"
1.00"
MIN.
PROVIDED AT POLE TOP
"C" HOOK FOR WIRING AND
HANDLING- 0.38" DIA.COMMER-
CIAL GRADE HOT ROLLED BAR
DETAIL "VI" - C- HOOK
SEE DETAILS
" I ", "II " &
" III "
" E "
SEE DETAIL "VI"
SEE DETAIL "IV"
TRAFFIC SIGNAL HEAD IDENTIFICATION CHART
"ASTRO-BRACKET"
MOUNTING HARDWARE
MAST ARM
R Y Y G GG R Y G R Y G R Y Y G G
H5LLTH5LTH3LH1TA H3
H4LT H5RTH4LLT
PEDESTAL OR
MAST ARM POLE
LOUVER INSTALLED
WITH BLADES
HORIZONTAL
LOUVER INSTALLED
WITH BLADES
VERTICAL
PEDESTRIAN
SIGNAL HEADS
PEDESTRIAN PUSHBUTTON
SIGN DETAILS
R
Y
G
Y
GG
Y
G
Y
RR
Y
G
Y
G
R GYGYGYRRGGYR
R
R
Y
GG
G
Y
R
R
Y
GG
Y
R
" CLAMSHELL"
MOUNTING
HARDWARE
V5RTV5LTV4LTV3LV3 V4LLT V5LLT
NOTES: 1. ALL SIGNAL HEAD LENSES SHALL BE 12" IN DIAMETER, UNLESS OTHERWISE STATED.
2. VEHICLE SIGNAL HEADS SHALL BE MOUNTED WITH " ASTRO-BRACKETS" AND APPROPRIATE TUBING.
3. PEDESTRIAN SIGNAL HEADS SHALL BE MOUNTED WITH "CLAMSHELL" MOUNTING HARDWARE.
4. ALL VISORS SHALL BE TUNNEL VISORS. UNLESS OTHERWISE STATED.
5. ALL PEDESTRIAN SIGNAL HEADS AND POLE MOUNTED VEHICLE HEADS SHALL BE INSTALLED ON THE
AWAY FROM TRAFFIC SIDE OF THE PEDESTAL OR MAST ARM POLE.
G
A
B
C
D
E FH
I
J
30’-0" MH
6’
3.3 FT
75 LB
2
LOADING INFORMATION
ARM SPAN
9’
13’
16’
19’
ALL STRUCTURES ARE DESIGNED TO THE
1985 ( 80 MPH ) AASHTO STANDARD
SPECIFICATIONS FOR STRUCTURAL
SUPPORTS FOR SIGNS, LUMINAIRES, AND
TRAFFIC SIGNALS. N. A. = NOT APPLICABLE
ALL PEDESTRIAN PUSHBUTTON SIGNS
SHALL DISPLAY THE MESSAGE SHOWN
ABOVE.
PUSH
BOTTON
FOR
ALL PEDESTRIAN SIGNAL HEADS SHALL
DISPLAY THE SYMBOLIZED MESSAGES
SHOWN ABOVE. PEDESTRIAN HEADS
FURNISHED AND INSTALLED BY THE
CONTRACTOR WILL BE INDICATED ON
THE PLANS BY THE SYMBOL ( )
1.00" - 8UNC X " B " LONG HEX HEAD
BOLT WITH HEX NUTS &
LOCKWASHERS
54
"
6"
11.00"
11.00"
11.00"
13.00"
13.00"
13.00"
15.00"
15.00"
11.00"
11.00"
11.00"
12.00"
12.00"
12.00"
15.00"
15.00"
8.20"
8.20"
8.20"
10.20"
10.20"
10.20"
12.20"
12.20"
7.22"
7.22"
7.22"
8.22"
8.22"
8.22"
11.22"
11.22"
LUMINAIRE ARM BOLTS SAE GR. 5 N.A.
SINGLE ARM ATTACHMENT A3 36
POLE BASE-ALL OTHERS A572 GR. 42 42
LUMINAIRE ARM ATTACH. A27GR. 65-35 N.A.
TUBE-ALL OTHERS A572 GR. 60 60
TUBE-7&3 GAUGE A595 GR. A 55
LUMINAIRE ARM PIPE 2" SCHED. 40 36
POLE BASE-7&3 GAUGE A36 36
30’-0"
MOUNTING
HEIGHT
3’-0"
+
++
+
+
+
+
+
+
+
+
+
+
++
+
TRAFFIC SIGNAL PEDESTRIAN POLE DETAILS
DOOR OPENING APPROXIMATELY 8.75" X 9.25" X 13".
TOP BOLT HOLES WILL ACCOMODATE MAXIMUM 1.00" DIA. BOLTS.
(4)-2.75" O.D. X 0.500" THK. HOLDDOWN WASHERS FINISHED
TO ASTM: B695 CLASS 50 PROVIDED FOR INSTALLATION UNDER
ANCHOR BOLT HEX NUTS.
(4)-2.50" O.D. X 0.375" THK. HOLDDOWN WASHERS FINISHED
TO ASTM: B695 CLASS 50 PROVIDED FOR INSTALLATION UNDER
THE TRANSFORMER BASE TOP PLATE.
MATERIAL SHALL CONFORM TO COMMERCIAL DESIGNATION 356-T6 ALLOY.
BASE CONFORMS TO BREAKAWAY CRITERIA OF AASHTO STANDARD
SPECIFICATIONS FOR STRUCTURAL SUPPORTS, FOR HIGHWAY
SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (1975).
20.00"
13.00"
SQUARE12.07"
SQUARE
12"B.C. 12"B.C.
10"B.C. 10"B.C.
2.00"
ELEVATION
TOP PLAN BOTTOM PLAN
0.5"-13 UNC TAPPED
THRU HOLE FOR GROUNDING
0.62"
0.70"
DOOR FASTENER-0.25"-20 UNC x
0.50" LONG S.S. SCREW
TRANSFORMER BASE NOTES
TRANSFORMER BASEDETAIL 2
DEVICE DESCRIPTION PROJ. AREA (FT ) WEIGHT (LBS)
SIGNAL 12"-5 SEC WITH BACKPLATES
DUAL PEDESTRIAN SIGNAL
13.33 55
8.00 60
ALL STRUCTURES ARE DESIGNED TO THE
1985 (80 MPH) AASHTO STANDARD
SPECIFICATIONS FOR STRUCTURAL
SUPPORTS FOR SIGNS, LUMINAIRES AND
TRAFFIC SIGNALS.9" 9"
13"
A
B B
B
A
LOADING INFORMATION
2
36"
4"
(4)-1.00" DIA. ANCHOR BOLTS WITH
(2) HEX NUTS AND (2) WASHERS
PER BOLT WITH THREADED
END GALVANIZED AT LEAST 12".
DETAIL 3 ANCHOR BOLT
DETAIL 1 POLE BASE
10.00" DIA.
BOLT CIRCLE
POLE BASE
DIA. + 0.06"
1.25" DIA. BOLT HOLES
11.50"
SQUARE
TRANSFORMER
BASE
(4)-1.00" HEX HEAD
BOLTS WITH HEX NUTS,
FLAT WASHERS, & LOCK
WASHERS
0.50" NUT HOLDER
WITH FASTENERS
FOR GROUNDING
1.00"
0.19
0.12
"H"
"L"
1’-8"
DETAIL 3
DETAIL 2
DETAIL 1
REMOVABLE CAST
POLE TOP CAP
TYPE 3 POLE
DESCRIPTION
55POLE TUBE
ANCHOR BOLTS
CONNECTING BOLTS
A595 GR.A
A36-MOD.
A325
ASTM
DESIGNATION
MIN.
YIELD
(KSI)
55
92
POLE
SERIES
POLE
TYPE
HEIGHT
"H"
BASE
DIA.
TOP
DIA.
LENGTH
"L"GAUGE
DESIGNATION
KEYPOLE DATA
TYPE 3 POLE DATA
DAL. 3A 15’-0" 5.53" 3.66" 13’-4" 11
DAL. 3B 10’-0" 4.96" 3.79" 8’-4" 11
TYPE 3A TYPE 3B
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
5011
TRAFFIC SIGNAL DETAILS
1’ 5’ 8’ 7’ 6’ 13’ 10’
1’ 5’ 11’ 8’ 8’ 12’
1’ 5’ 6’ 11’ 12’1’ 5’ 7’ 12’
1’ 5’ 9’
ALL WIRE FEED HOLES SHALL BE DRILLED IN THE FIELD BY THE
VENDOR. TORCHING WILL NIT BE PERMITTED. DRILLED HOLES
SHALL BE TOUCHED UP WITH ONE COAT OF COLD GALVANIZING
COMPOUND, ALLOWING ADEQUATE DRYING TIME BEFORE MOUNTING
ANY SIGNAL OR SIGN HARDWARE.
SIGNAL AND SIGN HARDWARE SHALL BE MOUNTED AT THE
LOCATIONS SHOWN ON THEDIAGRAMS ABOVE UNLESS
OTHERWISE INSTRUCTED BY THE ENGINEER.
IF THE VEHICLE SIGNAL HEAD IS SKEWED WITH REPECT
TO THE MAST ARM, THE VENDOR MAY BE REQUIRED TO
PROVIDE EXTENDED (12") "ASTRO-BRACKET" ARMS SO
THAT THE BACKPLATE CLEARS THE MAST ARM.
þÿ�1���"� �D�I�A�M�E�T�E�R� �H�O�L�E�S� �S�H�A�L�L
FACE OF NEW GALVANIZED MAST ARMS WHEN MOUNTING
HORIZONTAL SIGNAL HEADS. (WHEN MOUNTING VERTICAL SIGNAL
HEADS ON THE MAST ARM, THE HOLES SHALL BE DRILLED ON
THE FRONT FACE OF THE ARM.)
NYLON BUSHINGS SHALL BE INSTALLED IN ALL WIRE FEED
HOLES TO PROTECT THE WIRE INSULATION.
1.
2.
3.
4.
5.
GENERAL NOTES
SIGNAL HEAD AND SIGN SPACING FOR50’ MAST ARM
SIGNAL HEAD AND SIGN SPACING FOR45’ MAST ARM
SIGNAL HEAD AND SIGN SPACING FOR15’ AND 20’ MAST ARMS
DAMPENING PLATE
MOUNTING DETAILS
SIGNAL HEAD MOUNTING DETAILS
SIGNAL HEAD AND SIGN SPACING FOR
25’ AND 30’ MAST ARMS
SIGNAL HEAD AND SIGN SPACING FOR35’ AND 40’ MAST ARMS
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
REGULATORY SIGN REGULATORY SIGN
STREET NAME BLADE
REGULATORY SIGN REGULATORY SIGN
STREET NAME BLADE
1’ 5’ 14’ 1’ 5’ 8’ 13’ 13’10’
1’ 5’ 14’
REGULATORY SIGN REGULATORY SIGN
STREET NAME BLADE STREET NAME BLADE
STREET NAME BLADE
REGULATORY SIGN
SPACING
FOR 25’
MAST ARM
SPACING
FOR 30’
MAST ARM
SPACING
FOR 40’
MAST ARM
SPACING
FOR 35’
MAST ARM
SPACING
FOR 20’
MAST ARM
SPACING
FOR 15’
MAST ARM
"ASTRO-BRAC"
1B-0105 OR
APPROVED
EQUAL
þÿ�1���"� �D
WIRE FEED HOLE
WITH NYLON BRUSHING
(TYPICAL FOR ALL
SIGNAL HEADS)
5" BACKPLATE
(TYPICAL FOR ALL
SIGNAL HEADS)
ALL MAST ARM MOUNTED
SIGNAL HEADS SHALL
HANG DIRECTLY BELOW
THE MAST ARM. ARMS OF
THE "ASTRO-BRACKET"
SHALL BE SUSPENDED
VERTICALLY BELOW THE
MAST ARM.
MAST ARM (CROSS-SECTION VIEW)
"ASTRO-BRACKET" ARM
NOTE:
þÿ�1���"� �D
WIRE FEED HOLE
BAND
STRAP
SIGNAL
HEAD
5" BACKPLATE
1’
VISOR
DETAILS FOR MOUNTING SIGNAL AND SIGN HARDWARE ON MAST ARMS
2’
R Y G
PUSH
BOTTON
FOR
PUSH
BOTTON
FOR
PUSH
BOTTON
FOR
4’
9’
13’
16’
20’
4’
9’
13’
15’
4’
9’
10’
þÿ�1���"� �D
WIRE FEED HOLE
WITH NYLON
BUSHING
þÿ�1���"� �D
WIRE FEED HOLE
WITH NYLON
BUSHING
PEDESTRIAN
PUSH BUTTON
AND SIGN
ASSEMBLY
1" DRILLED WIRE
FEED HOLE(S)
WITH NYLON
BUSHING(S)
þÿ�1���"� �D
WIRE FEED HOLE
WITH NYLON
BUSHING
þÿ�1���"� �D
WIRE FEED HOLE
WITH NYLON
BUSHING
PEDESTRIAN
PUSH BUTTON
AND SIGN
ASSEMBLY
1" DRILLED WIRE
FEED HOLE(S)
WITH NYLON
BUSHING(S)
þÿ�1���"� �D
WIRE FEED HOLE
WITH NYLON
BUSHING
PEDESTRIAN
PUSH BUTTON
AND SIGN
ASSEMBLY
1" DRILLED WIRE
FEED HOLE(S)
WITH NYLON
BUSHING(S)
REGULATORY SIGN
PEDESTRIAN
HEAD
ASSEMBLY
PEDESTRIAN
HEAD
ASSEMBLY
PEDESTRIAN
HEAD
ASSEMBLY
GROUND
LEVEL
GROUND
LEVEL
GROUND
LEVEL
TOP OF
POLE
TOP OF
POLE
TOP OF
POLE
CL
CL
CL
CL
CL
CL
CL
CL
CL
MAST ARM OF
APPROPRIATE LENGTH
DETAILS FOR MOUNTING SIGNAL AND SIGN HARDWARE ON POLES
MAST ARM POLE 15’ PEDESTAL POLE 10’ PEDESTAL POLE
ALL HOLES SHALL BE DRILLED IN THE FIELD BY THE VENDOR. TORCHING
WILL NOT BE PERMITTED. DRILLED HOLES SHALL BE TOUCHED UP WITH ONE
COAT OF COLD GALVANIZED COMPOUND. ALLOWING ADEQUATE DRYING TIME
BEFORE MOUNTING ANY SIGNAL OR SIGN HARDWARE.
ALL SIGNAL AND SIGN HARDWARE SHALL BE MOUNTED AT THE DISTANCES
SHOWN ON THE DIAGRAMS BELOW UNLESS OTHERWISE INSTRUCTURED BY
THE ENGINEER.
IF THE DISTANCE BETWEEN THE SIDE MOUNT VEHICLE SIGNAL HEAD AND THE
MAST ARM POLE IS NOT SUFFICIENT TO INSTALL A BACK PLATE THE
CONTRACTOR MAY BE REQUIRED TO PROVIDE EXTENDED (12")
"ASTRO-BRACKET" ARMS.
A TWO-WAY UNIVERSAL MOUNTING BRACKET SHALL BE USED WHENEVER TWO
PEDESTRIAN SIGNAL HEADS ARE TO BE INSTALLED ON THE SAME POLE AND
A ONE-WAY UNIVERSAL MOUNTING BRACKET SHALL BE USED WHENEVER A
SINGLE PEDESTRIAN HEAD IS MOUNTED ON A POLE.
ALL PEDESTRIAN PUSH BUTTON SIGNS SHALL DISPLAY THE MESSAGE SHOWN
BELOW. (WITH ARROW POINTING IN APPROPRIATE DIRECTION)
5" BACK PLATE
5" BACK PLATE
PUSH
BOTTON
FOR
1.
2.
3.
4.
5.
R
R
Y
G
R
Y
G
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
DETECTOR
HARNESS
DETECTOR
HARNESS
HARNESSDETECTOR
DETECTOR
HARNESS
DETECTOR
HARNESS
LOOP DETECTOR SPLICING DETAILS
50
’ B
AC
K
SE
CT
ION
SE
CT
ION
20
’ F
RO
NT
SE
CT
ION
20
’ F
RO
NT
SE
CT
ION
2-SECTION LONGITUDINAL LOOP DETECTOR2-SECTION LATERAL LOOP DETECTOR PAD
FOUNDATION OR PULLBOX
3-SECTION LATERAL LOOP DETECTOR PAD2-SECTION LEFT TURN QUADRAPLOLE
LOOP DETECTOR PAD (EC-DC OPERATION)
CONTROLLER CONTROLLER
CONTROLLER
CONTROLLER
CABINET CABINET
CABINET
CABINET
FRONT
BACK
SECTION
SECTION
FRONT
BACK
SECTION
SECTION
SECTION
MIDDLE
SERIES
CONNECTION
FOUNDATION
OR PULLBOX
FOUNDATION OR PULLBOX
FOUNDATION
OR PULLBOX
CONNECTION
PARALLEL
LEGEND
2 CONDUCTOR SHIELDED CABLE
WATERTIGHT SOLDERED CONNECTION
CONDUCTOR SHIELDED CABLEWIRE AND 2
1. INSTALLATION OF LOOP DETECTORS IS TO BE MADE IN
THE SHORTEST TIME PRACTICAL (NOT TO EXCEED
4 HOURS MAX) AND SCHEDULED DURING OFF PEAK
HOURS TO MINIMIZE DELAY TO TRAFFIC.
2. SAW CUTS ARE TO BE MADE WITH A CONCRETE
SAW , FORMING STRAIGHT LINES WITH LOOSE
MATERIAL REMOVED. THE CUT SHALL BE
CLEAN AND DRY WHEN THE SEALING COMPOUND
IS PLACED. WHEN A SAWCUT CROSSES
DEPTH BY 2" WHEN THE SAW IS CENTERED
OVER THE EXPANSION JOINT.
3. WIRING OF TYPE 1, 2 AND 4 LOOPS ONLY --
LOOPS SMALLER THAN 6’ X 20’ SHALL
HAVE 3 TURNS OF #14 AWG XHHW WIRE.
POWERHEADS OF TYPE 2 AND TYPE 4 LOOPS
SHALL HAVE 2 ADDITIONAL TURNS.
4. WIRING OF TYPE 3 LOOPS ONLY --
QUADRAPOLE LOOPS 6’X20’ & SMALLER SHALL
#14 AWG XHHW WIRE.
5. SEALANT SHALL NOT EXTEND MORE THAN 1 1/2"
ON EITHER SIDE OF SAW CUT. CONTRACTOR SHALL BE
BE CONSIDERED COMPLETE.
1/4"
2"
1" MINIMUM SEALANT
NO MORE THAN 4 #14AWG XHHW
IN ONE SAW CUT.
ARE TIED TOGETHER ON THE SAME DETECTOR
HARNESS TO FORM A DETECTOR PAD. THE
SPACING BETWEEN INDIVIDUAL LOOP SECTIONS
SHALL BE AS SHOWN BELOW.
10’
10’
LONGITUDINAL EC-DC TYPE QUADRAPOLE LEFT
TURN LOOP DETECTOR PADS SHALL HAVE A 10’
SPACING BETWEEN INDIVIDUAL LOOP SECTIONS
10’
6’
6’
6’
6’
TYPE 1 LOOP
TYPE 2 LOOP
TYPE 3 LOOP
TYPE 4 LOOP
6’
6’
45^ CUT TO PREVENT
WIRE DAMAGE (APPROX. 2’)
NO
MIN
AL
NO
MIN
AL
NO
MIN
AL
NO
MIN
AL
60^ 60^ 60^
60^ 60^
NOTE: ALL OF THE ABOVE LOOP TYPES HAVE VARIABLE LENGTHS
(TYPICAL FOR
ALL CORNERS)
(TYPICAL FOR
ALL CORNERS)
2" SAW CUT
EXPANSION JOINT SAG JOINT
#14 AWG XHHW WIRE
SAW BLADE
(1/4" WIDE)
2" MIN
STEEL POLE12" MIN
WOOD POLE
WEATHERHEAD
STEEL OR WOOD
POLE
GROUND LEVEL
4"X4"X4"
SPLICE CAN
#14 AWG
XHHW WIRE
2 CONDUCTOR
SHEILDED CABLE
18"
FROM LOOP DETECTOR
1 1/2" RIGID
METAL CONDUIT
1" RIGID METAL CONDUIT5012
TRAFFIC SIGNAL DETAILS
LOOP DETECTOR INSTALLATION DETAILS
TYPICAL
SAW CUT
LOOP DETECTOR RUN DETAILS
OVERHEAD DETECTOR RUN DETAIL
DETECTOR RUN INTO PULL BOX DETAIL
2 CONDUCTOR
SHIELDED CABLE
GROUND LEVEL PULL BOX
1" RIGID METAL CONDUIT
24
"
MIN
.
2" CONDUIT
COARSE COMPACTED ROCK
SOLDER ALL CONNECTIONS AND SEAL THEM
WITH A WATERTIGHT WRAPPING
SEAL HOLE WITH WATERPROOF
CAULK OR SEALANT
SAW OUT
#14 AWG DETECTOR
LOOP LEAD - IN WIRE
þÿ�D�R�I�L�L� �1
THROUGH CURB
20
’ B
AC
K
#14 AWG XHHW LOOP WIRE
OF #14 AWG XHHW
3" (TYPICAL)
6" (TYPICAL)
3" (TYPICAL)
4" THICK
CONCRETE
PAD
NO. 3 REBAR
(TYPICAL)
TRAFFIC SIGNAL
PULL BOX
(13"X24"X12")
TRAFFIC
SIGNAL
PULL BOX
(12"X12"X12")
TOP VIEWTOP VIEW
PULL BOX LIDPULL BOX LID
GROUND
LEVEL
GROUND
LEVEL
NO. 3
REBAR
NO. 3
REBAR
CONDUIT
PULL
BOX
(12"X12"X12")
PULL
BOX
(13"X24"X12")
COARSE COMPACTED ROCK
MINIMUM DEPTH OF 18"
COARSE COMPACTED ROCK
MINIMUM DEPTH OF 18"
PULL BOX INSTALLATION DETAILS
DETAILS OF LARGE PULL BOXDETAILS OF SMALL PULL BOX
ALL CONCRETE SHALL BE EITHER CLASS A OR CLASS C
AS DEFINED IN THE NORTH CENTRAL TEXAS COUNCIL OF
GOVERMENTS’ "STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION" ITEM 7.4.5.
NOTE:
WIRES SHALL BE PLACED
A TRANVERSE EXPANSION JOINT, LOWER THE
OVER 20’ SHALL HAVE 1 TURN (1-2-1) OF
QUADRAPOLE LOOPS WITH NOMINAL LENGTHS
HAVE 2 TURNS (2-4-2) OF #14 XHHW WIRE.
REQUIRED TO REMOVE EXCESS SEALANT BEFORE LOOP WILL
WHEN INDIVIDUAL LATERAL LOOP SECTIONS
1’-0"
1’-0"
þÿ �"� �X� �1�4�
(D
ET
ER
MIN
ED
BY
TH
E E
NG
IN
EE
R)
VA
RIA
BL
E D
IST
AN
CE
SPACING BETWEEN CONDUITMOUNTING
BRACKETS APPROX. 5’
STRAIN WIRE
NOTE:
18"
MIN
.
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
9001
STANDARD DETAIL FOR
ALUMINUM BRIDGE
RAILING DETAILS
þÿ�3�"� �O�.� �D�.� �X ��"� �W�A
8’-4" MAX.
þÿ�4�-�1�/�2�"� �O�.�D�.� �X�‘�"� � POST
10" MIN.5" MIN.
TYPICAL EXPANSION SPLICE
1’-0
"1
0" +
-
1’-10" +
-
1’-6
"7-1/2"
2’-1-1/2
"
4’-0" +
-
A
A
CONCRETE PARAPET
ELEVATION - TYPICAL BRIDGE RAILING
1"
DRIVE FIT
WALL THICKNESS
RA
IL D
IAM
ET
ER
þÿ ��"� �A�L
END CAP DETAIL
NO SCALE
1"
9-1/2"
þÿ���"� �C
�
2-1
/2
"
3.05"
1-1
/4"
þÿ�1
�’�-
2.25R
7.0
62
1.125 R.
BEND TO .437 R.
1.50 R
CLAMP BAR
12
"1.75 R
.500
8.031
1.75 R
5.1
25
12
"
þÿ
10
"
þÿ ��"� �N
�E
�O
�P
�
1-3/4" 1-3/4" 1"3-1/2"
7"
7.125
AL
UM
INU
M P
OS
T
CLAMP BAR
1-1/2"
6"
1-1/2" 1-1/2"1-1/2"
1-3/4 1-3/4
E
E
F
F
B B
3" 3"
6"
3-1
/2
"3
-1
/2
"
7"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
3-1
/2
"
1-1/4"1-3/4"1-3/4"1-1/4"
3-1/2"
SECTION B-B
9"
SECTION A-A
SCALE: 3" = 1’-0"
CL
.375
.0625 REF.
1.3125 R. REF.
.250
1.625
CL
.375
SECTION C-C
SECTION D-D
.437
2.875
2-5
/8
"
7-1/2" 7-1/2"
15" MIN.
C
C
10-1/2" 10-1/2"
21" MIN.
D
D
SPLICE TUBE DETAILS
NO SCALE
þÿ
þÿ
3"
7" 7" MIN.
15" MIN.
21" MIN.
10" 10" MIN. þÿ
þÿ
4-1
/2
"
SPLICE CONNECTION DETAILS
SCALE: 3" = 1’-0"
12"
þÿ���
3-1/2"
þÿ���
þÿ���
12
"
1’-1-1/4
"
12
"
þÿ
ANCHOR BOLT DETAILS
SCALE: 3" = 1’-0"
CL
SYM.
3" O.D. ALUMINUM
PEDESTRIAN RAIL
0.437 R
4 PLACES
þÿ �"� �X�
S.S. BOLT
W / WASH.
( 4 REQD. )
4-1/2" O
.D.
AL
UM
INU
M
IMP
AC
T R
AIL
þÿ���"� �A�N�C�H
SEE DETAIL
5’-6"
SIDEWALK
7-1
/2" C
UR
B
US
UA
L
1’-
6"
þÿ�3�"� �O�.�D�.�
ALUMINUM TUBE
þÿ�4�-�1�/�2�"� �O�.�
ALUMINUM TUBE
CORE 4 HOLES
þÿ���@�
TO 1" @ BOTTOMþÿ ��"� �N�E
SEAT2.750 .030+
- .125 .020+-
1.592.125
1.375
C L
.331
1.706 .030+-
.656 .010
2.6
25
TA
N.
1.00
REF
3.7
50
DIA
.
3.0
00
DIA
.
3-3/4"
DIA
.
+-
.125.125+-
.656 .000+-
TOL.
SECTION E-E
1.718
.188 .188
+-
+-
1.342
SYM.
CL
4.500 REF. DIA.
3.876 .030 DIA.+- .312 .020+-
1.9
38
2.9
69
.0
30
1.0
31
+ -
SECTION F-F
þÿ �"� �N
þÿ�1
�þÿ�1
�3
"
þÿ
þÿ�1�
þÿ
CLAMP BAR DETAIL
þÿ�S�C�A�L�E�:���"�
SLAB CONSTRUCTION JOINT
ON OPENING
REQUIRED ONLY AT BRIDGE
EXPANSION JOINT.
2-1
/2
"
TH
D.
2-1
/2
"
TH
D
2-1
/2
"
TH
D
2"
TH
D.
3" MAX.
1" MIN.
3" MAX.
1" MIN.
.656
.010.656
TOL.
.000
1.342
.025
3.000
REF. DIA.
6"
GENERAL CONSTRUCTION NOTES:
1. RAIL POSTS SHALL BE CAST ALUMIMUM ALLOY, A356-T6,
PERMANENT MOLD. MAXIMUM ALLOWABLE POST SPACING
SHALL BE 8’-4" C-C.
2. ALL SQUARE EDGES OF POST CASTINGS SHALL BE GROUND,
þÿ� � �S�A�N�D�E�D�,� �B�U�F�F�E�D� �O�R� �C�A�S�
ALL GATES, RISERS AND SEAMS SHALL BE GROUND, SANDED
AND BUFFED TO A SMOOTH, FLUSH FINISH.
3. ALL POSTS SHALL BE INSTALLED NORMAL TO THE FINISHED
þÿ� � �G�R�A�D�E� �A�N�D� �S�H�A�L�L� �B�E� �S�E�A
DUROMETER NEOPRENE RUBBER PAD.
4. CLAMP BAR BOLTS & WASHERS SHALL BE STAINLESS STEEL,
þÿ� � �"� �X� �1� ���"� �A�S� �P�E�R� �A�S�T�M� �A�-�3�0�2�
CONFORMING TO GORDON’S SPECIALTIES INC. "S.S.T.R." BOLTS, OR EQUAL.
5. RAILS AND SPLICE TUBES SHALL BE EXTRUDED ALUMINUM
PIPE ALLOY, 6061-T6 AS PER ASTM B-221-71 AND SHALL
BE FURNISHED IN THE MILL FINISH.
6. ALL OPEN ENDS OF RAIL MEMBERS SHALL BE CAPPED-SEE
END CAP DETAIL.
7. POST, RAILS, & FASTENERS SHALL CONFORM TO GORDON’S SPECIALTIES INC.
ALUMINUM COMBINATION RAIL CA 2-1 OR EQUAL. ( SEE NOTE 4. )
8. SECTIONS OF RAIL TUBING SHALL BE ATTACHED TO A MINIMUM
OF THREE POSTS WHEREVER PRACTICAL.
9. A RAIL SPLICE IS REQUIRED AT EACH BRIDGE EXPANSION
JOINT. THE GAP AT RAIL SPLICES SHALL BE A MINIMUM OF
ONE INCH OR EQUAL TO BRIDGE EXPANSION JOINT GAP PLUS
þÿ� � ��� �I�N�C�H�.� �W�I�T�H� �T�H�R�E�E� �
þÿ�1�0�.� �P�O�S�T� �A�N�C�H�O�R� �B�O�L�T�S� �S�H�A�L�L� �B�
þÿ� � � ���"� �H�E�A�V�Y� �H�E�X� �H�E�A�D�N�U�T� �&�
BOLTS, NUTS AND WASHERS GALVANIZED AS PER ASTM A-153.
11. RAIL MEMBERS SHALL BE INSTALLED PARALLEL TO THE FINISHED
PARAPET WALL GRADE & SHALL BE FABRICATED TO FOLLOW THE
CURVATURE OF THE ROADWAY. THIS DESIGN DOES NOT LEND
ITSELF TO RADIUSING. SUBSTITUTION OF STANDARD ROUND TUBES
WITH TOGGLE BOLT MOUNTING, OR CHORDING OF RAILS & PARAPET
WALLS IS REQUIRED ON BRIDGES WITH LESS THAN 250’ RADIUS.
12. AFTER TIGHTENING ANCHOR BOLTS WILL BE " SHOT " WITH A STEEL
PIN, PROVIDING COMPLETE PENETRATION OF THE NUT AND
IMBEDMENT INTO THE ANCHOR BOLT. PIN IS TO CONFORM TO HILTI
PIN NO. ENK 16 S 12 OR EQUAL. RECOMMENDED GUN IS HILTI DX 450.
CONCRETE CURB
END CAPS
12" MIN.
10" MIN.
1’-6" MAX.
2"
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
9002251D 1
MIN. SIZES:
LINE POSTS-2" O.D. GALVANIZED STEEL PIPE
WEIGHING 2.72 LB./FT.
þÿ�T�E�R�M�I�N�A�L� �P�O�S�T�S�-�2�
STEEL PIPE WEIGHING 3.65 LB./FT.
þÿ�T�O�P� �R�A�I�L�-�1���"� �O�.�D�.� �G
WEIGHING 2.27 LB./FT.
MAX. SPACING BETWEEN POSTS = 10’-0"
9 GA. GALV. STEEL
CHAIN LINK FENCING
7 GA. TENSION
WIRE
11" 0 HOLE
FILL POST HOLE WITH CONCRETE
PAVEMENT
TOP OF CURB
GUTTER
T.C.GRADE
RAILROAD HEADER
SYMMETRICAL ABOUT C OF TRACKSL
LC
4" 0 PIPE
SIDEWALK
4" 0 BLACK STEEL PIPE, LESSER
STRENGTH PIPE OF AN APPROVED
TYPE MAY BE USED UNDER SIDEWALK
WHEN ENCASED IN CONCRETE.
þÿ ��"� �X� �8�"�
CHECKERED STEEL COVER PLATE
TOP OF CURB
GUTTER LINE
þÿ ��"� �X� �3�"� �X� �3
WELDED TO PLATE NEAR
EACH CORNER
PROPERTY
LINE
SIDEWALK
CURB
EXISTING
GROUND
VERTICAL FACE
þÿ���"� �C�
CONC.
PVMT.
FUTURE
PVMT.
PAVEMENT PAY LINE
ALL WORK BETWEEN HEADERS TO BE DONE
BY OTHERS UNLESS OTHERWISE SPECIFIED
SYMMETRICAL ABOUT CL.
PVMT. PAY LINE
þÿ�R�O�U�N�D�E�D� �T�
þÿ�P�O�S�T�S�-�2���"� �O�.�D�.� �S�T�E�E�L� �P�I
RAILINGS-2" O.D. STEEL PIPE WEIGHING 2.72 LB./FT.
ALL POSTS AND FITTINGS TO BE GALVANIZED
PIPE SLEEVE HEADWALL
FILL WITH
JOINT COMPOUND
6 GA. GALV. STEEL
CHAIN LINK FENCING
CONSTRUCTION ITEMS
MISCELLANEOUS
MISCELLANEOUS DETAILS
DETAIL FOR ITEM 320
STREET HEADER
RAILROAD HEADER
GUARD FENCE FOR CULVERTS & WALLS
CHAIN LINK FENCE CURB DETAIL AT RAILROAD
CURB DRAIN-TYPE 2
CURB DRAIN-TYPE 1
PAVEMENT BARS TO BE BENT DOWN INTO HEADER.
HEADER AND PAVEMENT TO BE MONOLITHIC
3"
T
2"
þÿ�4
16"
9"
8"VARIES
6"
9" M
AX
.
3:1 MAX.
1" 1"6"
6"
4" 4"
4"
3"
8"
3"
4" S
ID
EW
AL
K
þÿ�2
VARIESEXIST. DRAIN
9" 5’-0"
2"
2’-0"
8" MIN.
6"
36" U
SU
AL
6’-0" M
AX
.
10’-0" 8’-0"
5’-0"
6"
FRONT ELEVATION AT CURB FACE
HE
IG
HT
AS
SP
EC
IF
IE
D
6’-0" M
AX
.
C
C
C-C
VARIES
FUTURE
PVMT.
3"
T
2"
þÿ�4
16"
9"
8"
EXPANSION JOINT FILLER
CONC.
BASE
ASPH. SURF.
16"
9"
PROP. PVMT.EXIST. PVMT.
STREET HEADER
WITH DOWEL
10" 12"
PAY LINE FOR
STREET HEADER
þÿ�1� ��"� �D�R�I�L�L�E�D
BLOWN CLEAN & COATED WITH
APPROVED EPOXY RESIN)
1" SMOOTH DOWEL x 1’-10"
AT 2’-0" SPACING (COAT
WITH APPROVED EPOXY
RESIN BEFORE INSERTION
INTO HOLE.)
WOOD GUARD POST
WOOD POSTS MUST BE TREATED WITH
PRESERVATIVE TO MEET AMERICAN WOOD
PRESERVERS ASSOCIATION STANDARD
SPECIFICATIONS.
NO PAINT NECESSARY
FOR ASPHALT PAVEMENT ON CONC. BASE,
TREAT THE SURFACE AS DETAILED
BELOW FOR STREET HEADER.
REINF. CONC. PAVEMENT
#3 BARS
HEADER AND PVMT.
TO BE MONOLITHIC
T
þÿ���"� �G�A�L�V�A�N�I�Z�E�D� �S�T
1" DRILLED HOLE 1" DRILLED HOLE
þÿ���"� �T�H�R�E�
WITH STOP NUT
TACK WELDED TO
CHAIN.
3’-0"
2’-10"
10’-0"
6"
1’-0"
MIN
.
REINFORCED CONCRETE
TREE WELLS
SECTION A-A
NOTE:
DIMENSIONS SHOWN ARE
NORMAL AND MAY VARY
TO FIT EXISTING CON-
DITIONS.
PLANTING MIXTURE AS
SPECIFIED
3" SHARP WASHED SAND
CRUSHED ROCK OR WASHED
þÿ�G�R�A�V�E�L� �S
1" PVC ELECTRIC CONDUIT
6" PVC PIPE (PIPE THROUGH TREE
WELL IS TO BE PERFORATED WITH
ANY PIPE BETWEEN WELLS TO BE
SOLID)
#4 BARS
12" O.C.
BOTH
WAYS
4" SLEEVE FOR
IRRIGATION LINE
2" LAYER OF
PEA GRAVEL
BUBBLER HEAD
GRATES AS
SPECIFIED
ON PLANS
NOTE:
GRATES WILL BE SECURELY
ANCHORED TO SEATS TO
PREVENT MOVEMENT.
WELDING WILL NOT BE
PERMITTED.
TREE BALL
BUBBLER
6" PERFORATED PVC
INSIDE TREE WELL
þÿ���"� �P�R�
EXPANSION
MATERIAL
1" PVC ELECTRICAL
CONDUIT, IF REQ’D.
IRRIGATION
LINE
(1" MAX.)
2’-6
"
3’-0"F
OR
CN
R.
OR
TE
RM
INA
L
PO
ST
A A
WELD
#5 BAR
þÿ�C�L�E�A�R þÿ�3
6"
þÿ�
DETAIL "D"
6’-8"
6"
6"
4"
1’-
6"
3’-7"
12" 12"
91
/2"
1 /4" "D"/FT SLOPE
PVMT. BARS TO BE BENT
DOWN INTO HEADER
SIDEWALK CURB
7" POST
15"
2"
#3 BARS ON 24" CTRS.
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
INDICATED ON THE PLANS, THE GUARD RAIL SHALL BE LOCATED A MINIMUM OF ONE FOOT FROM THE
SHOULDER EDGE ON EXISTING ROADWAYS AND A MINIMUM OF TWO FEET FROM THE SHOULDER EDGE ON
NEW CONSTRUCTION. THE EXACT POSITION SHALL BE AS SHOWN ELSEWHERE ON THE PLANS OR AS
DIRECTED BY THE ENGINEER. RAIL SHALL BE TRANSITIONED TO A SMOOTH CONNECTION WITH OTHER
STRUCTURE OR RAIL AS SHOWN ELSEWHERE ON PLANS.
2. AT THE OPTION OF THE CONTRACTOR THE RAIL ELEMENTS FOR THE GUARD FENCE MAY BE FURNISHED
(NO PAY)
PAY ITEM 601
GUARD RAIL
APPROACH SECTION
DIRECTION OF TRAFFIC
LAP IN DIRECTION OF TRAFFIC
BE SPACED AT 3’-1 1/2"***
EIGHT POSTS ADJACENT
A MAXIMUM OF
TO THE STRUCTURE SHALL
ELEVATION
PLAN
PAY ITEM 617
GROUND LINE
NOTE: ACTUAL SECTION MAY BE
SLIGHTLY DIFFERENT DEPENDING
UPON THE MANUFACTURER.
END SECTION
POST CONNECTION
STEEL POST
TOLERANCE
1 / 16
3 3
16
3 14
//" "
"
11/2
4
CL SYM AB’T
NEUTRAL AXIS
"
10^
3/8
"R
15/16
R"
1 17/32
16/
15 R
"
"
216 16
5/ / /
"""3 1
4
9
2" +-
3"APPROACH TERMINAL
ANCHOR POST
**25’-0"
**NOTE: THIS DIMENSION MEASURED TO CENTER OF
SPLICE WHEN SPECIAL END SHOE IS USED
6’-3" 6’-3" 6’-3" 6’-3"
*** NOTE: VARIATIONS IN POST SPACING AND/OR THE USE OF
SPACER BLOCKS OR SHIMS, MAY BE REQUIRED BY
THE ENGINEER, IN ORDER TO ACCOMMODATE THE
REQUIRED RAIL CONNECTION TO STRUCTURES.
THIS RAIL SECTION IS TO BE TWISTED
THIS RAIL SECTION IS TO BE TWISTED
THROUGH 90^ IN THE FIELD.
1’-0"
CL POST
11/8
"
POST BOLT SLOT
3/4
" X 2 1/
2"
DIRECTION
OF TRAFFIC
121/2
"
2 24 4 4 4/ /1 1" " " "
SLOTTED HOLES
29/32
" "1
1
8/X
RAIL SPLICE
6’-3"
POINT OF RAIL CONNECTION
TO STRUCTURE
POST TREATMENT AT STRUCTURES
CL SLOTTED HOLES
29/32
"X 1
1/8
"
1 1/16"
SECTION THRU RAIL ELEMENT
41/4
"
2 "
12
1 /4
"
CLPOST BOLT SLOT
61 / 8
"6
1 / 8"
61/4
"
12 GA STEEL
211/4
" +-
27-1/2" +-
12-1/2" LAP
3-3/8"
10
"
END TERMINAL SECTION - 12 GAUGE
6-1/8"
6-1/8"
12
-1
/4"
41/4
"4
1/4
"
61/4
"6’-3"
13’-61/2"
6’-3"61/4
"
PERMISSIBLE SQUARE PUNCHING
GUIDE HOLE, 5/ 8
" MAX.
3/
4
"X 2
1/
2
"
SLOTS
29/32
"X 1
1/16
"
SLOTS
ELEVATION OF NOMINAL 121/2 FOOT
GUARD RAIL
3"+-
NEUTRAL AXIS
33/8
"
2’-6"
3" 41/4
"4 /
14
"
2-1/2" X 3/4" POST BOLT SLOT
4" 4" 2"
33
11
//
22
""
1’-0
1/4
"+ -
1 /4
"
1" DIA HOLESCL BEAM
ELEMENT FOUR 7 ANCHOR BOLTS WITH/ 8"
NUTS AND WASHERS REQUIRED.EIGHT 5/ SPLICE BOLTS REQ8"
CL 3"X 29/ SLOTS 32"
CLRAIL
NEUTRAL
AXIS
SPECIAL END SHOE DETAIL
PLAN ANCHOR
11/2
"
4" 4" 4"11/2
"
10
"
5"
5"
7"
112
"1
12
"
1’-1 1/ 2"
CL RAIL
11/8
"
CL POST
DOMED OR 10^ BEVELED
CL
POST
POST CONNECTION
WOOD POST
WOOD POST MAY BE DOMED,
OR BEVELED
GENERAL NOTES
SLOTS FOR 5/ " DIAMETER BOLT CONNECTION TO POSTS.8
3. BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND THE FULL THICKNESS OF THE NUT
AND NO MORE THAN 3/ BEYOND IT.4"
4. THE TOP OF THE TERMINAL ANCHOR POST ASSEMBLY AND ALL STEEL FITTINGS THEREON SHALL BE
GALVANIZED AS SHOWN.
5. WHERE ROCK IS ENCOUNTERED OR WHERE SHOWN ON THE PLANS , THE DIAMETER OF THE HOLES AND
THE MATERIAL FOR BACKFILLING SHALL BE AS DIRECTED BY THE ENGINEER, TIMBER POST SHALL
NOT BE SET IN CONCRETE.
6.
TO THE BID ITEM "METAL BEAM GUARD FENCE".
7. TIMBER POST MAY BE BEVELED AT APPROXIMATELY 10 DEGREES ON THE TOP OR BOTH ENDS WITH
HIGH SIDE OF TOP OF POST PLACED TOWARD THE ROADWAY OR THEY MAY BE DOMED.
8. AN ANCHOR OTHER THAN TO A TERMINAL ANCHOR POST SHALL CONSIST OF A CONNECTION SIMILAR TO
THE RAIL SPLICE OR SIMILAR TO THE SPECIAL END SHOE.
9. SPECIAL FABRICATION WILL BE REQUIRED IN INSTALLATIONS HAVING A CURVATURE OF LESS THAN
150’ RADIUS.
10. WOOD POST MUST BE TREATED IN MANNER APPROVED BY THE ENGINEER.
11. THE SPECIAL END SHOE ANCHOR MAY BE USED WITH THE 18" X 5’-0" CONCRETE FOOTING OR THE ANGLE
ANCHOR MAY BE USED WITH THE 2’-6" SQUARE OR EQUIVALENT FOOTING.
12. ALL RAIL SECTIONS WILL BE 12 GAUGE STEEL UNLESS STATED OTHERWISE ON PLANS.
11/4
"1
1/4
"
5/ 8"
OVAL SHOULDER
BUTTON HEAD
ANCHOR OR SPLICE BOLT 5/ NUT8
POST BOLT: SIMILAR EXCEPT LENGTH.
8
MISCELLANEOUS DETAILS
METAL BEAM GUARD FENCE
DETAILS -GF(TD)-74
9003
FIN GR
3000 PSI
CONCRETE
24" SECTION OF 8WF 17
FACE OF BEAM APPROX
ON C OF BLOCKL
4"
12
2
1" 15"
PROCEDURE
1 LOCATE AND EXCAVATE
FOR ANCHOR BLOCK
2 BOLT SHOE & ANCHOR
TO END OF RAIL
3 TWIST RAIL END 90^ &
STAKE TO GROUND
4 PLACE CONCRETE
2’-6" SQUARE OR EQUIVALENT
ROUND HOLE
GALVANIZE UPPER 15" OF ANCHOR
POST AND ANCHOR ASSEMBLY
ELEV: ANCHOR & END BLOCK
2’-6
"
3/16
NOTE:
PROVIDE 4 ADDITIONAL SHOP OR
FIELD DRILLED HOLES IN END OF
GUARD FENCE FOR ATTACHMENT
TO TERMINAL ANCHOR POST.
RAIL MEMBERS MAY BE BOLTED
TO ANGLE AT TERMINAL ANCHOR
AND THE TWO ASSEMBLIES
POSITIONED TO PROPER
ALIGNMENT PRIOR TO PLACING
CONCRETE AROUND 8WF17 POSTS.
3000 PSI CONCRETE
ANGLE BENT
TO 70^
WASHER ON EACH BOLT
SPLICE BOLTS REQUIRED
2" X 4" X 3/
/
/ /
/
16
16
16
85
8
"X 2"
13 HOLES
6"X6"X 5 "X 1’-4
1/4
34
"
NOTE: GALVANIZE UPPER 15" OF ANCHOR POST
AND ANCHOR ASSEMBLY
GROUND LINE
8WF17
2
12
61/ 2
" +-
2"
2"
3 SPA @ 41/4
"
5’-0
"(M
IN
)
18" 18"
3000 PSI
CONCRETE4"
2" +-
9" +-
70^
13/4
"
DETAIL OF TERMINAL ANCHOR POST
5/8
"BOLT WASHER AND HEX NUT,
3/ 4
"
O ( 3/4"
X 1 1/ 2
"SLOTTED HOLE
OPTIONAL) HOLES IN POST
45^ SEE NOTE
3/4
"
6"
STEEL LINE POST
NOTE:
SQUARE LAP SPLICE
POSTS MAY BE USED
IN LIEU OF BEVELED
POSTS.
6"X4" WF 8.5 LB/LF
X5’6" LONG
2’-4
"
21"
7"
1’-0" EDGE OF CROWN
SHOULDER EDGE
2’-0" MIN. (NEW CONSTRUCTION)
1’-0" MIN. (EXISTING)
DOMED,
OR
10^ BEVELED
ONE 5/8"
BOLT
WITH 13/4
"OD
WASHER, 7/ 8"
O
HOLE IN POST
(MIN.)
SHOULDER EDGE
1’-0"
NOTE:
WHEN UNDISTURBED SOLID ROCK IS ENCOUNTERED
THE MINIMUM DEPTH OF THE HOLE SHALL BE 1’-6".
WOOD LINE POST
EDGE OF
CROWN
3’-2
" (
MIN
)
7"
3"
1"
21"
2’-4
"
þÿ�I�N� �E�I�T�H�E�R� �1�2��� �O�R� �2�5� �N�O�M�I�N�A�L� �L�E�N�G�T�H�S�.�
þÿ�P�L�A�T�E� �D�I�M�E�N�S�I�O�N�S� �A
OPTIONAL TERMINAL ANCHOR POST
1 EXCEPT WHERE USED AT STRUCTURES THAT ARE NARROWER THAN CROWN WIDTH OR WHERE OTHERWISE
3’-2
"
(M
IN
.)
5’-6
" P
OS
T (
MIN
.)
5’-9
" P
OS
T (
MIN
.)
5’-6
" P
OS
T (
MIN
.)
7" MIN. DIA. POSTS
THE TERMINAL ANCHOR POST SHALL BE SET IN 3000 PSI CONCRETE . CONCRETE SHALL BE SUBSIDIARY
(7/ " HEX BOLTS REQUIRED FOR SPECIAL END SHOE)
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
RCL E D
50’
100’
200’
2.50’
2.25’
2.00’
300’
400’
500’
600’
1.75’
1.50
1.25’
1.00’
700’ 1.00’
25.37’
29.07’
34.58’
38.04’
6^18’
5^20’
4^03’
3^27’
39.97’
40.60’
39.99’
42.42’
2^52’
2^22’
1^55’
1^50’
20’
D
C LR
E
8’U
SU
AL
W
EXISTING GROUND LINE
W=8’ USUAL
1 /4" /FT. SLOPE
3"
+-
RC-70. ALLOW TO CURE.
4. IMMEDIATELY SPREAD FABRIC AND
BROOM OR ROLL INTO ASPHALT
IMMEDIATELY IF POSSIBLE. (SEE SPECIAL PROVISION)
6. QUANTITIES OF ASPHALT AND LIME MAY BE VARIED AS
DIRECTED BY THE ENGINEER AT TIME OF CONSTRUCTION.
*
*
*
* *
CATONIC EMULSION CRS-2 MAY BE USED, BUT FABRIC CAN NOT BE
LAID UNTIL EMULSION CURES. QUANTITY MUST BE ADJUSTED TO
PROVIDE SUFFICIENT RESIDUAL ASPHALT TO SATURATE THE
REINFORCING FABRIC.
ASPHALT MAY VARY ACCORDING TO MANUFACTURER’S RECOMMENDATIONS.
PER LINEAR FOOT MEASURED LONGITUDINALLY WITH THE WALK,
AND WILL INCLUDE ALL MATERIAL SHOWN COMPLETE IN PLACE.
1/ -20 THREADED ROD4"
1/ 4"
X 1/ 4"
HEX STRAIGHT THROUGH
COUPLING RAMSET #1220 OR EQUAL2 1/4"
X 1/ 4
" -20 THREADED
STUD RAMSET #1654 W OR
AS SPECIFIED IN THE PLANS
NOTE: USE A RAMSET 4160 MARK II,
LOW VELOCITY, PISTON DRIVEN
TOOL OR EQUAL WITH A RAMSET
32CW, 22 CALIBER CRIMPED LOAD
OR EQUAL.
2"
2"
9"
6"
3:1 MAX SLOPE
NO. 3 BARS-24"
EXISTING GROUND LINE
3:1 MAX SLOPE
2" FINE GRADED ASPHALTIC CONCRETE
MINIMUM ASPHALT 60% OR SUFFICIENT
TO PRODUCE MAX 1% AIR VOIDS
(SEE SPECIAL PROVISIONS)W = 8’ USUAL
1 /4" /
NON-WOVEN REINFORCING FABRIC
PETROMAT BY PHILLIPS FIBERS CORP
NO WIDENING NESESSARY
R > 700’
NOTE:
LENGTH OF WALK REMOVAL AND
REPLACEMENT EACH SIDE OF RAMP
WILL DEPEND ON GRADE OF STREET
BUILD VARIABLE
HEIGHT CURB
REMOVE AND
REPLACE PAVEMENT
BUILD RAMP
BIKE PATH
6’ 6’
MIN. MIN.REMOVE AND REPLACE
REMOVE AND REPLACE
WALK
EXISTING WALK
REMOVE EXISTING CONC PVMT
6’ 6’
MIN. MIN.
BIKE PATH
EXISTING PROPERTY LINE
ALTERNATE ALIGNMENT
NOTE:
SLOPES WILL VARY
FOR SKEWED GUTTERS
LENGTH AS DIMENSIONED ON PLANS
BOTH WAYS1
11 1//
44
""
/ /’ ’
20’ MIN.
6" LIME STABILIZED
BASE
1"/1’ MAX. SLOPE
1 / 2" NON-EXTRUDED PRE-FORMED
EXPANSION MATERIAL
NO. 3 BARS1
1
/
/
4" R
R4" THIS HALF OF DOWEL TO
BE COATED WITH ASPHALT
FIRST POURSECOND POUR
41
11/
/
2
2
"
" METAL SLEEVE
WADDED PAPER OR OTHER
DRY COMPRESSIBLE SUBSTANCE
SAWCUT
SAWCUT
EXISTING
WALK
W
SLOPE WALK
TO RAMP
(1"/1’ MAX. SLOPE)
SECTION AT BACK OF CURB
W
MIN. MIN.
6’ 6’
EXIST GUTTER GRADE
VARIABLE HEIGHT CURB
VALLEY GUTTER DETAIL
BIKE PATH RAMP AT PAVED STREET
(NO WALK ABUTTING CURB)
(US
UA
L)
(US
UA
L)
7’
4’
1’
1’1’
6"
C
C
W
7’
(US
UA
L)
(US
UA
L)
5’
BIKE PATH RAMP AT PAVED STREET
(WALK ABUTTING CURB)
EXPANSION JOINT DETAIL
SAWED DUMMY JOINT
(SPACED 15’ CENTERLINE MEASURE)
DETAIL AT WIDENED WALK
BICYCLE TRAIL
TYPICAL CONCRETE SECTION
BICYCLE TRAIL
TYPICAL ASPHALT SECTION
TRAIL WIDENING DETAIL
FOR >10^
SECTION C-C
OR
2" ASPHALTIC CONC.
W/NON WOVEN FABRIC
ALTERNATE ALIGNMENTUSUALUSUAL
7’ 4’1’
5/ 8
"
LIP
1"/FT. SLOPE3/ 4
"/FT. MAX SLOPE
4"
2"
NO 3 BARS
1"
VERTICAL SAW-CUT
HOT POURED RUBBER
JOINT SEALING COMPOUND
21 /
2"
2’-6"
3"
1"
4"
NO 3 BARS
EXISTING GROUND
3:1 MAX SLOPE
PROPOSED WALK WIDENING
4" MIN
FABRIC OVERLAP
6"
6"
5 /8
"
9004
MISCELLANEOUS DETAILS
BICYCLE PATHS
6"
2"
WHERE : < 10^
P.C
.
P.T
.
O.C. MAXIMUM
(REV. 12-20-78)
FT. SLOPE
OR APPROVED EQUAL
CONSTRUCTION PROCEDURES: **
25#/S.Y. (5% ) USUAL.
1. PREPARE LIME STABILIZED BASE
2. SHOOT PRIME COAT 0.10 GAL./S.Y.
3. APPLY 0.25 GAL./S.Y. AC-10 BINDER.
5. LAY 2" LIFT OF ASPH. CONC. IN ONE APPLICATION
EQUAL SPACED 5’-0.C. MAX
6" REINF. CONC. RAMP
NO. 6-24 SMOOTH ROUND
BAR 24" O.C. MAX.
ASPH. CONC.
NO. 3 BARS 24" O.C.
ASPH. CONC.
OR SEP. CURB AND GUTTER
(FOR CONCRETE VALLEY GUTTERS)
4" REINF. CONC.
6" REINF. CONC.
4" REINF. CONC.
4" REINF.
4"
4" REINF. CONC.
BACK-OF-CURB
6" LIME STABILIZED BASE
462
DRIVE 457
504 517 518
354BIKE PATH
CONC. BIKE TRAIL 354
355 618AND/OR
, FOR TYING TO EXISTING WALK, WILL BE PAID FOR355 618AND/OR
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
9005
MISCELLANEOUS DETAILS
REINFORCED SIDEWALKS AND
BARRIER FREE RAMPS
5’-0"
5’-0"
þÿ���"� �E�X�P�A�N�S�I�O�N� �J
NONREINFORCED CONCRETE SIDEWALK
JOINT DETAIL FOR SIDEWALK
ADJACENT TO CURB
SAME DETAIL (LUG) FOR MEDIAN PAVEMENT-
USE PREMOLDED EXPANSION JOINT
1’-0"
4"
þÿ���"� �/�F�
REINFORCING DETAIL AT WATER METERS IN SIDEWALK
#3 BARS (LENGTH VARIES)
#3 BARS (LENGTH VARIES)
SIDEWALK 1’ MIN
3" MINVARIES
LIMITS OF
OBSTACLE
W
3"3
"
3"þÿ�1
EXPANSION JOINT DETAIL
þÿ &� þÿ &�
4 "
BOTH WAYS
1 "
FINISH TO BE LIGHT BRUSH
OR SWEAT FINISH
þÿ &�þÿ &�
þÿ�4���"� �M�E�T�
B-B
MARKS
5’-6" 5’-6"
REINFORCED CONCRETE SIDEWALK
WALK TO ABUT CURB
5’-6
"
.
..
.
þÿ�1
4"
þÿ�1
þÿ ��"
A - A
TYPICAL SECTION
PL
3
3
1
1
5’-0"
PAY LINE AND EXPANSION MATERIAL
P PL L
SLOPE DOWN TO MATCH RAMP
PAY LINE AND EXPANSION MATERIAL
5’
US
UA
L
6" CURB
NO EXPANSION MATERIAL
4’ USUAL
þÿ���"�
6’ USUAL
6" INTEGRAL STREET CURB
ROUNDED END OF CURB
SLOPE DOWN TO MATCH RAMP
4’
US
UA
L
PAY LINE AND EXPANSION MATERIAL
BARRIER FREE RAMPS AT LEAD WALKS
SIDEWALK WITH PARKWAY
SIDEWALK ABUTTING CURB
5’-6" + + +---
BB
PLAN
A
A
þÿ���"� �D�O�W�E�L� �E�X�P�A�N�S�I�O�N�
JOINT FILLER EVERY 117’ ( MAX. ) AND AT ALL
RADII POINTS
THIS SIDEWALK DESIGN IS APPROVED BY
THE PARK DEPARTMENT FOR USE ALONG
CITY PARK PROPERTY.
#3 BARS 24" O.C. MAXIMUM
BOTH WAYS
þÿ���"� �N�O�N�-�E�X�T�R�U�D�E�D� �P�
MATERIAL
THIS HALF OF DOWEL TO BE COATED
WITH ASPHALT
#6 X 24" SMOOTH ROUND
BAR 24" O. C. MAXIMUM
WADDED PAPER OR OTHER DRY
COMPRESSIBLE SUBSTANCE
4"-2
00
0 P
.S.I
.
NO
N-R
EIN
F. C
ON
C.
WA
LK
VARIABLE HEIGHT
CURB
VARIABLE HEIGHT CURB
NOT A SEPARATE PAY ITEM
PAY LINE AND EXPANSION MATERIAL
USUAL LOCATION AT PROPERTY LINE.
NOTES:
1. NO SLOPE TO EXCEED 1" PER 1’
2. ACTUAL LOCATIONS OF RAMP LIMITS WILL BE
DETERMINED BY SLOPE OF RAMP AND GRADE
OF STREET.
3. WALK REINFORCEMENT WILL BE #3 BARS
SPACED 24" O.C. MAX. BOTH WAYS OR 6 GA.
6" X 6" WIRE MESH.
4. BROOM OR RAKE FINISH NEEDED.
NOTES:
1. APPROVED WELDED WIRE FABRIC IN SHEETS
.MAY BE USED IN LIEU OF DEFORMED
REINFORCING BARS.
2. THE WIRE FABRIC SHALL BE SUPPORTED BY
APPROVED BAR CHAIRS ON 36" CENTERS.
3. THE SIZE OF THE WIRE FABRIC SHALL BE
12 X 12-W4 X W4 WITH A NOMINAL
DIAMETER OF 0.225 INCHES AND A NOMINAL
WEIGHT OF 0.136 LBS./LIN. FT.
VARIES
þÿ�S�L�O�P�E� �W�A�L�K�
12"
8"
4"
8"
12"
1"
8"
þÿ�1�
2"
6"
MIN
.
6"
MINIMUM LIMITS FOR SUBGRADE STABILIZATION
* CHEMPLEX FLOWSEAL 2400 SEALANT
AVAILABLE LOCALLY AT ISC ENTER-
PRISES, ( 817 ) 654-1985.
NOTES:
1. ALL HONEYCOMB IN BACK OF CURB TO BE TROWEL- PLASTERED BEFORE POURING SIDEWALK
2. LUG MAY BE FORMED BY SHAPING SUBGRADE TO APPROXIMATE DIMENSIONS SHOWN.
3. FOR SIDEWALKS AGAINST EXISTING CURB, KEYWAY SHALL BE REPLACED WITH 6" LONG
#3 BARS DRILLED 4" INTO EXISTING BACK CURB AND EPOXY GROUTED ON 24" CENTERS.
4. PAYMENT FOR KEYWAY SUBSIDIARY TO SIDEWALK LUG PAY ITEM.
5. PAYMENT FOR EXCAVATION, BORROW, SUBGRADE STABILIZATION, AND COMPACTION IS
SUBSIDIARY TO CONCRETE SIDEWALK PAY ITEM.
6. LIME STABLIIZATION OR SELECT BORROW MATERIAL FOR SUBGRADE IS REQUIRED WHEN
SOIL P.I. IS GREATER THAN 18. LIMITS OF SUBGRADE STABILIZATION ARE MINIMUM
REQUIRED.
7. BACKFILL FOR SIDEWALK SUBGRADE SHALL BE LIME STABILIZED SOIL OR SELECT
BORROW MATERIAL HAVING A P.I. NOT LESS THAN 10 NOR GREATER THAN 18.
8. SIDEWALK BACKFILL AND SUBGRADE SHALL BE COMPACTED IN LIFTS NOT TO EXCEED
6 INCHES TO 95% OF ASTM D698 DENSITY WITH A MOISTURE WITHIN -2% TO -4%
OF OPTIMUN MOISTURE.
þÿ�9�.� ���"� �E�X�P�A�N�S�I�O�N� �J�O�I�N�T�S� �S�H�A�L�L� �B�E� �P�R�O�V�I�
MAXIMUM 40 FOOT SPACING IN LINE WITH STREET SAW JOINTS; A TOOL MARKED GROOVE
SHALL BE PROVIDED IN LIME WITH INTERMEDIATE STREET SAW JOINTS.
4"
PL
3
3
1
1
5’-0" VARIES
4"
8"
6"
MIN
.
EXIST. CONC. CURB
4" 2"
9"
8"
ALL NOTES AND DETAILS FOR S. W. AGAINST
PROP. CONC. CURB APPLY.
FOR TIE TO EXISTING CURBS, DELETE
KEYWAY AND DRILL & EPOXY GROUT
6" LONG NO. 3 BARS ON 24" CENTERS.
SIDEWALKS AGAINST EXIST. CONC. CURB
CURB
R=10’
R=10’
R=10’
VARIES VARIES VARIES VARIES
BACK OF WALK
5’
5’
CO
NC
. W
AL
K
CO
NC
. W
AL
K
R=10’
P.C
.
P.T
.
P.C
.
P.T
.
VA
RIE
S
Y
VA
RIE
S
W
VA
RIE
S
1" M
IN.
#3 BARS
36" MIN. LENGTH
OBSTRUCTION
P.R
.C.
P.R
.C.
X
NOTES:
1. IF "W" > 3’ NO WIDENING NECESSARY
EXCEPT POSSIBLY TO OBTAIN MINIMUM
DISTANCE OF 1’ TO EDGE OF SIDEWALK.
2. SAME WIDENING PLAN WILL BE USED
FOR WALK NOT ABUTTING CURB.
SIDEWALK WIDENING REQUIRED
AROUND OBSTACLES IN SIDEWALK
Y=1’ X= 6.24’
Y=2’ X= 8.72’
Y=3’ X= 10.54’
Y=4’ X= 12.00’
Y=5’ X= 13.23’
4’
>(W 3’)
(W 3’)<
5’-6"
þÿ�2�’�
# 3 BARS 24 " O.C. MAXIMUM
4"NON-REINF. CONC. WALK
4"REINF. CONC. WALK 4" NON-REINF. CONC. WALK
4" THICK NON-REINFORCED
CONC. WALK.
PROP. 4" THICK
NONREINFORCED CONC. WALK.
SEE PAGE 2001 FOR DETAIL OF
SIDEWALK ADJACENT TO INLET.
EXPANSION MATERIAL MUST BE PLACED ADJACENT
THE BUILDING, STRUCTURE, WALL OR POLE WHEN
SIDEWALK IS POURED ADJACENT THESE ITEMS.
SEE JOINT DETAIL FOR SIDEWALK ADJACENT
TO CURB ON THIS PAGE.
NO EXPANSION
MATERIAL
*USE EDGER-BOTH SIDES-SEAL
JOINT WITH EZ-7 MEDIUM VISCOSITY
COLD POUR JOINT SEALANT OR EQUAL.
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
BARRIER FREE RAMP DETAIL
AT INTERSECTING STREET
6" CONC CURB
CONCRETE WALK
PROPERTY LINECONCRETE WALK
CROSSWALK 6’ M
IN
CR
OS
SW
AL
K
NOTES:
BARRIER FREE RAMP DETAIL
AT INTERSECTING STREET
NO EXPANSION MATERIAL
CONCRETE WALK
PROPERTY LINE
CROSSWALK
2
E
E
4’
4’
6’ MIN
2
CR
OS
SW
AL
K
VA
RIA
BL
E H
EIG
HT
CU
RB
6" T
O 0
"
CU
RB
6"
TO
0"
1"
/ FO
OT
1" / F
OO
T
VA
RIABLE H
EIGH
T
1" / F
OO
T
1" / F
OO
T
CU
RB
6" T
O 0
"
CU
RB
0"
TO
6"
VA
RIA
BL
E H
EIG
HT
VA
RIABLE H
EIGH
T
6’
MIN
.
6’ MIN
.
4" MIN. REINFORCED
3’-4
"
E
E
SO
D
SOD
1:20 MAX
MAX. 2% SLOPE
1:2
0 M
AX
4" CONC. BAND
þÿ���"� �P
�R
�
EX
PA
NS
IO
N
MA
TE
RIA
L
þÿ���"� �P�R�
EXPANSION
MATERIAL
PR
OP
ER
TY
LIN
E
4’
5’-3"
5’-3"
2%
2%
2%
2%
2%
MA
X.
3’-4
"
3’
SO
D
SOD
MIN
.
MIN
.
4" MIN. REINF.
CONC. WALK
(RAMP ONLY) -- RED COLORED PAVERS
PER ADA SECTION 4.29.2
4" CONC. BAND
(RAMP ONLY) -- RED COLORED PAVERS
PER ADA SECTION 4.29.2
2%
þÿ���"� �P�R�
EXPANSION
MATERIAL
þÿ���"� �P
�R
�
EX
PA
NS
IO
N
MA
TE
RIA
L
4"
6"
4"
4"
1:1
2
MA
X.
1:12MA
X.
BARRIER FREE RAMP
SECTION D-DSECTION H-H
2%
MA
X.
2%
MA
X.
2%
MA
X.
14
% M
AX
.
5’
WA
LK
42’ MINIMUM ALLEY TURNOUT
PL2%
MA
X.
2%
MA
X.
14
% M
AX
.
42’ MINIMUM ALLEY TURNOUT
PL
12’ USUAL
2%
MA
X.
SIDEWALK
þÿ�I�N�T�E�R�L�O�C�K�I�N�G
1" SAND BEDDING
1" SAND
SLOPE 1:12 (MAX.)
SECTION E-E
4"
PAVERS
4"
4"
STREET
ST
RE
ET
DD HH
E
E
(RAMP ONLY) -- RED COLORED PAVERS
PER ADA SECTION 4.29.2
TOP OF
CURB
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
2. DESIGNS SHOWN ARE FOR 6" CURBS. DIMENSIONS MUST BE INCREASED PROPORTIONATELY
3. STREETS ON STEEP GRADE WILL REQUIRE LONGER TRANSITION ON UPGRADE SIDE.
5. IN CBD AREA, MARKING PATTERN ON EXISTING SIDEWALK SHALL BE FOLLOWED ON
NEW SIDEWALK EXCEPT THRU THE RAMP AREA OR UNLESS OTHERWISE SPECIFIED
ON THE PLANS.
N.T.S.
N.T.S.
12’ USUAL
4’
WA
LK
2’
5’ MIN.5’ MIN.
5’ MIN.5’ MIN
4" 3000 PSI CONC.W/NO. 3
REBAR AT 18" O.C.E.W.
1" SAND BEDDING
FACE OF CURB
1:10
MA
X.
1:2
0
MA
X.
1:10
MA
X.
1:2
0
MA
X.
5’
5’
PR
OP
ER
TY
LIN
E
4’
4’
5’ 4’ 5’
5’ 4’ 5’
NO.
C.O.D. 251D 1 9006
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
MISCELLANEOUS DETAILS
BARRIER FREE RAMPS
PAVING DETAILS
FOR CURBS WITH HEIGHT GREATER THAN 6".
4. LOCATION OF BARRIER FREE RAMP MAY BE SHIFTED TO CLEAR OBSTRUCTIONS.
ALLEY TURNOUT DETAIL
(WALK ABUTTING CURB)
STREET
COMPACTED SUBGRADE TO 90% STANDARD
PROCTOR,ASTM D698
ALLEY TURNOUT DETAIL
(WALK AWAY FROM CURB)
(STRAIGHT CURB)
(WALK ABUTTING CURB)
(WALK AWAY FROM CURB)
OPTIONAL
6" CURB
1:1
2
NOTE:
PAVERS WILL HAVE DETECTABLE WARNING THAT CONSISTS
OF RAISED TRUNCATED DOMES WITH A DIAMETER OF 0.9
IN. (23MM). A HEIGHT OF NOMINAL 0.2 IN. (5MM) AND
A CENTER-TO-CENTER SPACING OF NOMINAL 2.35 IN.
(60MM) AND SHALL BE RED IN COLOR.
(NO SEPARATE PAY ITEM FOR PAVERS)
NOTE:
PAVERS WILL HAVE DETECTABLE WARNING THAT CONSISTS
OF RAISED TRUNCATED DOMES WITH A DIAMETER OF 0.9
IN. (23MM). A HEIGHT OF NOMINAL 0.2 IN. (5MM) AND
A CENTER-TO-CENTER SPACING OF NOMINAL 2.35 IN.
(60MM) AND SHALL BE RED IN COLOR.
(NO SEPARATE PAY ITEM FOR PAVERS)
4’ MIN
.
4’ M
IN.
6"
PAY LIMIT FOR ITEM 618
PAY LIMIT FOR ITEM 618
2’
MIN
2’
MIN
MA
X.
2%
S
LO
PE
1. SIDEWALK LUGS, KEYWAYS AND SUBGRADE STABILIZATION SHALL BE REQUIRED WITH ALL
BARRIER FREE RAMPS AGAINST STREET CURBS. SEE PAGE 9005 FOR DETAIL SHOWING
SIDEWALK LUG DIMENSIONS.
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
9007
3
4
5
1.19
1.42
1.67
FOR STEPS
MISCELLANEOUS DETAILS
STEPS AND HANDRAIL
STEPSSTEEL
LBS.*
6
7
8
1.93
2.20
2.48
9
10
2.79
3.09
CONCRETE
C.Y.*
41.45
50.01
59.00
68.18
78.87
89.74
100.80
112.42
*
QUANTITIES INCLUDE WALK
PORTION BETWEEN EXPANSION
JOINTS.
4
5
3.58
3.99
STEPS
6
7
8
4.54
5.11
5.70
9
10
6.32
6.96
138.03
161.57
174.99
188.75
210.37
225.75
236.17
CONCRETE
C.Y.
STEEL
LBS.
1
2
3
0.30
0.47
0.64
STEPSCONCRETE
C.Y.
QUANTITIES FOR CONC.
STEPS-4 FEET WIDE.
QUANTITIES OF CONCRETE
INCREASE BY 0.17 CU. YDS.
FOR EACH ADDITIONAL STEP
SLEEVE FILLED WITH
JOINT COMPOUND
NO. 3 BARS ON 18"
CTRS BOTH WAYS
SLOPE TO MEET
EXISTING WALK
LEAD WALK SIDEWALK
SIDEWALK
1/2" PREMOLDED
JOINT FILLER
LEAD
WALK
2" PREMOLDED
JOINT FILLER
SIDEWALK
LEAD
WALK
BARS "A" NO. 3 ON
12" CTRS. (BENT)
BARS "B" NO. 3 ON
12" CTRS. (BENT)
BARS "D" NO. 3 ON 18"
CTRS. OUTSIDE ONLY
BARS "F"
1 NO. 3 BAR "C"-
INSIDE (U BEND)
1 NO. BAR "E"-OUTSIDE
(BENT)
12" VARIES VARIES
12"
6"
8"
2" C
LE
AR
6"
SLOPE TO MEET
EXISTING WALK
LEAD WALK SIDEWALK
12" VARIES VARIES
12"
6"
8"
2" C
LE
AR
NO. 3 BARS
6"
8"
8"
VA
RIE
S
VA
RIE
S
5’-0" 5’-0"
8"
1’-
11"
1’-
6"
1’-3"
1’-6"
6’-0"
1 1/4" NOM. DIA. STD.
BLACK PIPE WITH
WELDED JOINTS
HANDRAIL FOR STEPS SECTION
SECTION
PLAN
TYPE 4 STEPS
TYPE 3 STEPS
PLAN - TYPE 2
PAINT ACCORDING TO SECTION S-8
OF GENERAL SPECIFICATIONS
WALK
WA
LL
BAR "E"
BA
R "
C"
BARS "B"
BA
RS
"A
"
EXPANSION JOINT
EXPANSION JOINT
2" C
LE
AR
2" C
LE
AR
2" CLEAR
2" CLEAR
4’-0"
4’-0"
8"
8"
8"
BARS "F" NO. 3 ON
12" CTRS.
2" CLEAR
2" CLEAR 8"
2" C
LE
AR
VARIES 12"
12"
4’-0"
5’-4"
7"
5’-0" M
AX
.
VA
RIE
S
6"
SECTION A-A
TYPE 2 STEPS
WITHOUT BUTTRESS WALLS
WITH BUTTRESS WALLS
PERPENDICULAR TO STREET
SECTION C-C
TYPE 1 STEPS
PARALLEL TO STREET
WALL HEIGHT GREATER THAN 5 FT.
REQUIRES SPECIAL ANALYSIS
PLAN - TYPE 1
7"
VA
RIE
S
BARS "S" & "T"
BAR "Z"BAR "S"
BARS "Y"
2" C
LE
AR
2" C
LE
AR
2" CLEAR
2" C
LE
AR
4’-8"
8"
SECTION B-B TYPE 1
WA
LL
BARS "W" NO. 3
ON 12" CTRS.
(BENT)
BARS "X" NO. 3
ON 12" CTRS.
(BENT)
BARS "V" NO. 3
ON 12" CTRS.
(BENT)
EXPANSION
JOINT
EXPANSION
JOINT
WALK
2" CLEAR
2" CLEAR
2" CLEAR
2" CLEAR
BAR "R" NO. 3
BAR "T" NO. 3
BARS "Z"
BARS "Y" NO. 3
ON 13" CTRS.
BAR "T"
NO. 3 BAR "R"
2" CLEAR
2" CLEAR
8"
4’-0"
VA
RIE
SM
AT
CH
EX
IST
ING
LE
AD
WA
LK
4’-0" 4’-0"8" 8"
BARS "T" BARS "W"BARS "V"
BARS "Z" NO. 3 ON
12" CTRS. (BENT)
SHAPE OF GUTTER WALL
8"
8"
8"
4’-0"1’-4"
6’-0"
VA
RIE
S
VARIES
MA
X.
5’-0" M
AX
.
2’-0"
2" C
LE
AR
2" C
LE
AR
2" CLEAR
2" C
LE
AR
12"
8"
6"
C
C
BB
A A
GENERAL NOTES
5" R
109012
INCHES FEET
SCALE
1. CONCRETE FOR STEPS TO BE CLASS A CONCRETE.
2. BARS SHALL CONFORM TO SECTION 2.2.6 OF THE
NCTCOG SPECIFICATIONS.
3. BAR LAPS SHALL BE 30 DIAMETERS.
4. ALL EXPOSED SURFACES EXCEPT STEP TREADS
AND WALK SHALL RECEIVE A RUBBED FINISH.
5. STEP TREADS AND WALK SHALL RECEIVE A
NON-SKID WOOD FLOAT FINISH.
6. STEP EDGES SHALL BE ROUNDED TO 3/8" DIAMETER.
7. THE HEIGHT OF RISE OF THE BOTTOM STEP MAY
BE LESS THAN 7 1/2".
8. WIDTH OF TREAD AND/OR DEPTH OF RISE OF ALL
STEPS MAY BE MODIFIED IF SO INDICATED ON THE
PLANS.
9. EXPANSION JOINTS SHALL BE COMPOSED OF 1/2"
PREMOLDED JOINT FILLER.
10. QUANTITIES ARE BASED ON STEPS HAVING 6"
RISERS, 12" TREADS AND LEAD WALKS 4’ WIDE. DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
SECTION A-A
TYPE 3 BARRIER
V#5
REINFORCEMENT POSITION WITH
RESPECT TO THE OUTSIDE SURFACE
FOR TYPE 3 BARRIER IS THE SAME
AS SHOWN FOR CMB TYPE 2, EXCEPT
AS DETAILED ON SECTION B-B.
1" ACP OR EQUIVALENT
LATERAL SUPPORT
VARIABLE
0’-8" TO 1’-2"
1"
VARIABLE
þÿ�2�’�-�3 ��"� �
TYPICAL SECTION ROADWAY BARRIER
(CAST IN PLACE) AT LIGHT POLE
10’R
BARS Y
V BARS #5
FINISHED SURFACE
OF ROADWAY
1’-7"
2’-9
"
10"
4"
3"
6"
#5 BARS X 6"
CENTERED AT
POLE
4" 4" 2"2" SECTION B-B
TYPE 3 BARRIER
OUTSIDE FACE DIMENSIONS AND SLOPES
þÿ���"� �O� �G�A�L�V�A�N�I�Z�E
LENGTH 8’-0" USUAL & MAX.
SPACING. MAY BE FIELD BENT.
EXTRA BARS AS REQUIRED TO
HOLD GALVANIZED BARS.
FIXED OBJECT
BAR T (#4) @ 12"
þÿ�1���"� �O� �W�E�E�P� �H�O
SIDE TO BE CONSTRUCTED AT
LOCATION TO BE DESIGNATED BY
THE ENGINEER.
þÿ�1�’�- þÿ�1�’�-VARIABLE
6" MIN.
BAR T #4
2"
4"
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1"
2"
12
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12"
16"
ANCHOR OR
TERMINAL ELEVATION
C C
5’-0"
1’-6" O DRILLED SHAFT FOUNDATION x 4’-0"UNLESS SHOWN OTHERWISE IN THE PLANS.
BEGIN BRIDGE
SECTION
CMB TY 2
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SEC. C-C
1’-6" D
IA
2"
C MEDIANLBARRIER
6-#6
NO. 2 SPIRAL
HOOPING, ONE FLAT
TURN, TOP & BOTTOM
4’-0
" U
SU
AL
2"
2"
6"P
ITC
H
1’- 6" DIA.
TYPICAL ANCHOR OR TERMINAL SECTION
6 #6 BARS
FIELD BEND AS REQ’D
TO CLEAR INSIDE OF
MEDIAN BARRIER
REINFORCEMENT.
BARS Y (#4)1
1’-5"
1’-5"
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FLANGE PLAN
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1’-0"
ELEVATION END & PULL POST
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POST @ 5.79#/L.F.
GALV. ASSEMBLY
AFTER WELDING
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ANCHOR BOLTS
W/ HEX. NUTS &
LOCK WASHERS
2"
BASE MATERIAL6"6"
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ATTACH PULL-CABLE
SHACKLE TO ANGLE ON
END POST ONLY
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C MEDIAN BARRIERL
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IN PLATE
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FLAT & LOCK WASHER,
HEX NUT
PULL CABLE SHACKLE DETAIL
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6"
1" R þÿ���"� �P�U�N�C
3’-0"
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2’-2"
MALLEABLE IRON
CAP TO BE GALVANIZED
TYPE APROVED BY
ENGINEER
& CAP ELEVATION
BARS S (#4)1
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12
DETAILS OF STRETCHER BARS & BAND
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STRETCHER BAND
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1’-7"
10
"
2’-9
"
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3"
4"
WHEN 1" ACP IS NOT USEDFOR LATERAL SUPPORT THESE
DIMENSIONS SHALL BE ADJUSTED
ACCORDINGLY.
ACP 1"+ OR EQUIVALENTLATERAL SUPPORT
TYPICAL SECTION TYPE 2
(ROADWAY BARRIER)
2
12
10"R
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12
BARS V (#5)
12
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2" 2"4" 4"
2"
1"R
TYPE 3 BARRIER PLAN
A
A
B
B
A
A
STANDARD SECTION (TYPE 2)
12’-6" TRANSITION TO STANDARD
VARIABLE LENGTH-WIDTH TRANSITION @ 501
PAYMENT LENGTH FOR TYPE 3 CONCRETE MEDIAN BARRIER
VARIABLEVARIABLE LENGTH-WIDTH TRANSITION @ 501
STANDARD SECT.
(TYPE 2)
12’-6"
FIXED OBJECTS COARSE AGGREGATE BACKFILL (UNCOMPACTED)
9008
MISCELLANEOUS DETAILS
CONCRETE MEDIAN
BARRIER DETAILS
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STANDARD FLOOR FLANGE
(GALV.) TO BE FASTENED TO
CONC. IN MANNER SATISFACTORY
TO ENGINEER. FLANGE OFFSET
FROM C OF BARRIER SO FACE
OF LINE POST IS ALIGNED
WITH FENCE.
L
CHAIN LINK FABRIC
1" MESH #9 GAGE
KNUCKLE TOP & BOTTOM
TENSION WIRE (#7 GAGE COIL SPRING
WIRE W FABRIC TIES @ 14’ C/C) FABRIC
TIES #9 GAGE (GALV.)
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WITH CAP MAX C/C
12’-6"
3’ 9 GAGE TIES PER LINE POST
BARS V
FENCE SPAN BETWEEN END POSTS
TO BE DETERMINED BY LIGHT POLE
SPACING AS SHOWN ELSEWHERE IN PLANS
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WITH SHOULDER WASHER
AND LOCK WASHER
1’-6" 1’-6"
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�’�
LIG
HT
PO
LE
1
TENSION BAND
BARS (Y )#4
1 FOR DETAILS OF LIGHT POLE INSTALLATION
SEE PG. #9009
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PULL POST3"
2’-6
"3
"
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PULL CABLE
END POST CAP
6" 6" 6" 6" 6" 6" 6"6" 5" 5"4" 4"BARS S (#4) BARS S (#4)1 1
BARS J(#4)CL
5’-0"
#5’S X 6’
CL
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POST X 2.72 #/FT.
FOR TYPE 3 ARE THE SAME AS FOR TYPE 1.
* CONCRETE MEDIAN BARRIER WALL SHALL
BE "HAND FINISHED" CLASS CONCRETE.
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
9009
MISCELLANEOUS DETAILS
STREET LIGHT
EQUIPMENT DETAILS
SINGLE OR DOUBLE STREET LIGHT WITH 150 WATT HPS
FIXTURE(S) AND 32.5 NOMINAL MOUNTING HEIGHT
LUMINAIRE SHALL BE GENERAL ELECTRIC M-250R
CAT. NO. C760N545, OR EQUAL. PHOTOELECTRIC CONTROL
SHALL BE INCLUDED.
POLE SHALL BE UNION METAL DESIGN 1400A, CAT.
NO. H-296-82 OR EQUAL. POLES FOR SINGLE LIGHTS
ATTACHMENTS. (ALLOWS FOR FUTURE INSTALLATION
STREET LIGHT DETAIL
NO SCALE
þÿ�H�A�N�D�H�O�L�E
WITH REINFORCED
FRAME AND COVEREQ
UA
L T
O P
OL
E D
IA
AT
BA
SE
MO
UN
TIN
G H
EIG
HT
AS
SP
EC
IF
IE
D
6’-0"
6"
TWO BOLT
ARM ATTACHMENT
2" SCHEDULE 40 PIPE
PHOTOELECTRIC CONTROL
LIGHT FIXTURE
AS SPECIFIED
REMOVABLE
TOP
TYPICAL DOUBLE STREET
LIGHT RISER DETAIL
INSULATED CONDUCTOR USED FOR
THE HOT LEG SHALL BE SUITABLE FOR
DIRECT BURIAL.
A BARE CONDUCTOR MAY BE USED FOR
THE NEUTRAL.
TYPICAL SERVICE RISER DETAIL
ONLY RIGID METAL CONDUIT SHALL BE USED ABOVE
GRADE.
CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR
TO OTHER LIGHTS
SIZE WIRE &
CONDUIT AS
SPECIFIED
GROUND LUG
ON POLE
GROUND WIRE IN
FOUNDATION
STREET LIGHT FIXTURES
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þÿ�1���"� �R�I�G�I�D� �M�E�T�A
TO 24" BELOW GRADE (INSTALL
FUSED SAFETY SWITCH IN
NEMA 3R ENCLOSURE.
INSTALL SWITCH APPROX. 10’
ABOVE GRADE. (SIZE FUSE AND
SWITCH AS SPECIFIED)
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CONDUIT AND CONDUCTORS
TO HEIGHT SPECIFIED BY
STREET LIGHT CONDUIT INSTALLATION DETAIL
SECTION A-A
A
A
A
A
STREET LIGHT
CONDUIT
1’1’
4" THICK MEDIAN PVM’T.
LIME STABILIZED BASE
ITEM 680
STREET LIGHT
CONDUIT6"
1’-6"
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�
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WHENEVER STANDARD IS
MOUNTED DIRECTLY ON
FOR 40’ STANDARD
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WHENEVER TRANSFORMER BASE
IS MOUNTED DIRECTLY ON
WHENEVER TRANSFORMER BASE
11" O BOLT CIRCLE-USED
MOUNTED DIRECTLY ON
FOR 30’ STANDARD
WHENEVER POLE IS
ANCHOR BOLT CIRCLE REQUIREMENTS
15"11"
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�
TRANSFORMER BASE DETAIL
13"
20
"
16"
FLUSH MOUNTED PULL BOX DETAIL
ITEM 688
TRANSFORMER BASE SHALL BE MOUNTED ON
FOUNDATION WITH A 15" DIA. BOLT CIRCLE.
FOUR CONNECTING BOLTS
SHOULD ACCOMODATE 11"
BOLT CIRCLE OF POLE BASE
PLATE
CONTRACTOR TO FURNISH BOLT
CIRCLE TEMPLATE, ANCHOR BOLTS,
2"PVC, GROUNDING PLATE, AND
PULL STRING.
FOUNDATION FOR STREET LIGHT ONLY OR FOR
COMBINATION STREET LIGHT AND TRAFFIC SIGNAL
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3" MIN
24"
3"
20 GAUGE COPPER PLATE
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4-#5 BARS
4’-0" LONG
3-#4 STIRRUPS
5’-0"
18
"M
IN1
8"M
IN
3"
3" M
IN
2" M
IN
BARE #6
COPPER GROUND
WIRE
STREET LIGHT
CONDUIT
4-1"x40" GALVANIZED
IRON ANCHOR BOLTS
TO BE PROTECTED
PRIOR TO INSTALLATION
2’-6" O
2’-0" O
BOLT CIRCLE AS
SPECIFIED ON PLANS
A A
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�
18"
SAND
STREET LIGHT
CONDUIT
AP
PR
OX
18"
12"
18"R
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22"
24"
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2"
30
"
3000 P.S.I. REINFORCED CONCRETE FOUNDATION
SEE DETAIL FOR ANCHOR BOLT CIRCLE REQUIREMENTS.
15" O BOLT CIRCLE-USED
FOUNDATION. IS MOUNTED ON FOUNDATION.
FOUNDATION.
FOUNDATION.
SPECIFIED.)
INSTALL CONDUIT ADJACENT TO NORTH CURB OF MEDIAN
ON STREETS THAT RUN EAST AND WEST.
INSTALL CONDUIT ADJACENT TO THE WEST CURB OF MEDIAN
ON STREETS THAT RUN NORTH AND SOUTH.
OF ADDITIONAL ARM AND FIXTURE.)
CONDUIT ON T.U. POLE AS
T.U. CO.
SERVICE WITH T.U. CO.
SHOULD BE ORDERED WITH DOUBLE MOUNTING
682 681
684683
OF STANDARDS BY T.U.
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
9010
CAST IRON GRATE
VANE TYPE
MISC. DETAILS
NEENAH FOUNDRY CO. HEAT NO.
FL
OW
FL
OW
FL
OW
FL
OW
NEENAH FOUNDRY CO. HEAT NO.
17"
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60
^
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1"
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60^
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PA
CE
S @
3"
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1"1"
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6" 6"
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SEE SHEET 2010
FOR FRAME DETAIL
R - 3076 R - 3065
MATERIAL - CAST GRAY IRON
ASTM A-48-83 CLASS 35B
NO PAINT
TYPE "L" GRATES
R-3076 & R-3065
DRAWNDESIGN DATE FILE NO. PAGE NO.
C.O.D. A.B.&A. 251D 1
CITY OF DALLAS, TEXAS
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
APPROVED
DATE:
DIRECTOR OF PUBLIC WORKS & TRANSPORTATION
APRIL
1997
