STANDARD
CONSTRUCTION
DETAILS
PAVING
REVISED -MAY 2017
DEPARTMENT OF ENGINEERING
TABLE OF CONTENTS
PAVING
GENERAL NOTES
REINFORCED CONCRETE PAVEMENT
PARABOLIC PAVEMENT CROWN
M4D PAVEMENT
M4D, M6D PAVEMENT
CURB AND GUTTER
ASPHALT PAVING CROSS SECTION
GENERAL NOTES FOR ALLEYS AND DRIVEWAYS
ALLEY SECTIONS
ALLEY TURN 75° OR GREATER
ALLEY TURN 30° - 75°
ALLEY INTERSECTING ALLEY
ALLEY TURN 60°- 120°
ALLEY RETURN DETAILS
EXISTING ALLEY RETURN MODIFICATIONS (CONCRETE)
EXISTING ALLEY RETURN MODIFICATIONS (ASPHALT)
ALLEY ENTRANCE ONTO EXISTING STREET
MEDIAN DETAILS
MEDIAN PAVING STONE DETAIL
MEDIAN MAINTENANCE ACCESS (MEDIAN CURB LAY-DOWN)
STREET HEADER
PAVEMENT REPAIR HEADER
RAIL HEADER
JOINT DETAILS
CONCRETE BUTT JOINT
TRANSVERSE EXPANSION JOINT
SPACING DIAGRAM FOR TRANSVERSE JOINTS
INTERSECTION CONDUIT LAYOUT
TYPICAL CONTOURS FOR MAJOR-MAJOR INTERSECTION
CONCRETE SIDEWALK
CONCRETE SIDEWALK (CONTINUED)
SIDEWALK BRICK PAVERS
CURB AND LEAD WALK REPAIR
BARRIER FREE RAMPS TYPE "A" & "B"
BARRIER FREE RAMPS TYPE "C" & "D"
BARRIER FREE RAMPS TYPE "E"
BARRIER FREE RAMPS TYPE "F"
BARRIER FREE RAMPS TYPE "G"
BARRIER FREE RAMPS TYPE "H"
BARRIER FREE GENERAL NOTE & DETECTABLE SURFACE
BARRIER FREE RAMPS, DRIVEWAYS & ALLEYS
DRIVEWAY RETURN DETAILS, STREET (RESIDENTIAL & COMMERCIAL)
SIDEWALKS AND DRIVEWAYS
DRIVEWAY RETURN FOR ALLEY
STREET CONNECTION
SIDEWALK FLUME DETAIL
ALTERNATE STREET R.O.W. SECTION FOR MOUNTABLE CURB
MAILBOX DETAIL
SD-PO1
SD-P02
SD-P03
SD-P04
SD-P05
SD-P06
SD-P07
SD-P08
SD-P09
SD-P10
SD-P11
SD-P12
SD-P13
SD-P14
SD-P15
SD-P16
SD-P17
SD-P18
SD-P19
SD-P20
SD-P21
SD-P22
SD-P23
SD-P24
SD-P25
SD-P26
SD-P27
SD-P28
SD-P29
SD-P30
SD-P31
SD-P32
SD-P33
SD-P34
SD-P35
SD-P36
SD-P37
SD-P38
SD-P39
SD-P40
SD-P41
SD-P42
SD-P43
SD-P44
SD-P45
SD-P46
SD-P47
SD-P48
STANDARD CONSTRUCTION DETAILS
PAVING
GENERAL NOTES
DEPARTMENT OF ENGINEERING
DATE:
MAY 1991
REV DATE:
FEB 2017
SHEET :
SD-P01
50' ROW
30'
14'
10'
6"
8'
10'
8'
6"
1
1/4"/FT.
1/4"/FT.
CURB HEIGHT 6"
CROWN HEIGHT 6"
VARIES
SEE SPECIAL NOTES
ONE MOVING LANE / TWO PARKING LANES
(RESIDENTIAL) R2U
NTS
R.O.W.
W
P
6"
A
P
B
1/4"/FT.
B
2*
1
1/4"/FT.
CURB HEIGHT 6"
CROWN HEIGHT 7"
3"
1
6"
A
1'-6" 6" 1'-6"
6"
VARIES
SEE SPECIAL NOTES
* FULL WIDTH PAVEMENT OF 36' WIDTH STREETS IS ALLOWED WHERE APPROVED BY THE CITY OF ALLEN.
STREET
WIDTH (W)
A
B
R.O.W.
WIDTH
P
C2U
36' *
8'
10'
60'
12'
COLLECTOR
44'
10'
12'
70'
13'
COLLECTOR
48'
12'
12'
70'
11'
STREET TYPE
FOUR MOVING LANES OR
TWO MOVING LANES / TWO PARKING LANES
NTS
STANDARD CONSTRUCTION DETAILS
PAVING
REINFORCED CONCRETE
PAVEMENT
DEPARTMENT OF ENGINEERING
DATE:
MAY 1991
REV DATE:
MAY 2017
SHEET :
SD-P02
1/4 POINT
MID POINT
3/4 POINT
FULL CROWN
SLIP-FORM PAVEMENT MUST MEET CROWN GRADES AT GUTTERS,
AT MID-POINTS AND CENTERLINE. WIDTHS OF PAVEMENT ARE FACE TO FACE.
ROADWAY
WIDTH (W)
TOTAL
CROWN HEIGHT
30'
6"
3 - 3/8"
1 - 1/2"
3/8"
36'
7"
3 - 7/8"
1 - 3/4"
3/8"
44'
7"
3 - 7/8"
1 - 3/4"
1/2"
48'
7"
3 - 7/8"
1 - 3/4"
1/2"
60'
7"
3 - 7/8"
1 - 3/4"
1/2"
2-34'
5"
3 - 3/8"
1 - 1/2"
3/8"
3/4 POINT
MID-POINT
1/4 POINT
TABLE OF CROWN HEIGHTS AND ORDINATES
FOR VARIOUS PARABOLIC SECTIONS
NTS
STANDARD CONSTRUCTION DETAILS
PAVING
PARABOLIC PAVEMENT CROWN
DEPARTMENT OF ENGINEERING
DATE:
MAY 1991
REV DATE:
AUG. 2006
SHEET :
SD-P03
ROW = 90'
12.5'
USUAL
3
8.5'
24'
12'
1
8.5'
12'
12'
1/2"/FT.
1
1/4"/FT.
1/4"/FT.
12.5'
USUAL
24'
12'
1
1/4"/FT.
1/4"/FT.
3
1
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR SIZE AND SPACING.
M4D PAVEMENT
REGULAR SECTION
NTS
1
SAWED LONGITUDINAL DUMMY JOINT
2
CONSTRUCTION JOINT (FULL WIDTH
PAVEMENT IS ALLOWED WHERE
APPROVED BY THE CITY OF
ALLEN). DELETE IF PAVING IS
25 FT. WIDTH TO BE WIDENED
LATER. INSTALL CURB IF PAVING
IS LESS THAN FULL WIDTH OF
33'-36'.
3
A NUMBER 3 BAR CONTINUOUS
SHALL BE PROVIDED FOR CURB
REINFORCEMENT
ROW = 90'
12.5'
USUAL
3
24'
12'
35
12'
6'
12'
11'
12.5'
12.5'
USUAL
2.5'
1
1/4"/FT.
1
2
1/4"/FT.
1/4"/FT.
1
3
1
SLOPE TOWARD MEDIAN MAY BE
REQUIRED IF LEFT TURN CURB IS
HIGHER THAN OPPOSITE MEDIAN CURB.
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR SIZE AND SPACING.
MINIMUM 6" TOP SOIL AND GRASS,
GROUND COVER (TYP.) ALL SLOPES,
MEDIAN AND PARKWAYS PER
NCTCOG SPECIFICATION
LATEST EDITION.
M4D PAVEMENT
LEFT TURN SECTION
NTS
STANDARD CONSTRUCTION DETAILS
PAVING
MD4 PAVEMENT
DEPARTMENT OF ENGINEERING
DATE:
MAY 1991
REV DATE:
FEB 2017
SHEET :
SD-P04
R.O.W
12.5' OR 15.5'
24' OR 36'
24' OR 36'
10' OR 11'
12.5' OR 15.5'
1
3:
3:
1
17'
1/4"/FT.
1/4"/FT.
1/4"/FT.
3:
1
1
3:
1/4"/FT.
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR SIZE AND SPACING.
CONSTRUCT KEYWAY OR LONGITUDINAL
BUTT JOINT IF NOT POURED MONOLITHIC.
TYPE M4D,M6D PAVEMENT
RIGHT TURN OR DECELERATION LANE SECTION
NTS
120'
15.5'
36'
12'
12'
36'
12'
17'
12'
8.5'
8.5'
12'
15.5'
12'
3:1
1/4"/FT.
2
1
1/4"/FT.
2
1/4"/FT.
1
1/4"/FT.
1
3:
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR SIZE AND SPACING.
1
SAWED LONGITUDINAL DUMMY JOINT.
2
CONSTRUCTION JOINT (FULL WIDTH
PAVEMENT IS ALLOWED WHERE
APPROVED BY THE CITY OF ALLEN).
DELETE IF PAVING IS 25 FT. WIDTH
TO BE WIDENED LATER. INSTALL
CURB IF PAVING IS LESS THAN FULL
WIDTH OF 33'-36'.
3
A NUMBER 3 BAR CONTINUOUS SHALL
BE PROVIDED FOR CURB
REINFORCEMENT.
TYPE M6D PAVEMENT REGULAR SECTION
NTS
15.5'
36'
12'
12'
6'
12'
120'
11'
2.5' 8'
36'
12'
12'
15.5'
12'
3:1
1/4"/FT.
2
1
1
1/4"/FT.
1
2
1/4"/FT.
1/4"/FT.
3:
1
SLOPE TOWARD MEDIAN MAY BE
REQUIRED IF LEFT TURN CURB IS
HIGHER THAN OPPOSITE MEDIAN CURB.
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR SIZE AND SPACING.
TYPE M6D PAVEMENT 120' R.O.W.
NTS
9'
11'
12'
3:1
1/4"/FT.
6'
47'
12'
12'
140'
11'
3'
8'
2
1
11'
1
1/4"/FT.
58'
12'
12'
1/4"/FT.
9'
12'
11'
1
2
1/4"/FT.
1
3:
SLOPE TOWARD MEDIAN MAY BE
REQUIRED IF LEFT TURN CURB IS
HIGHER THAN OPPOSITE MEDIAN CURB.
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR
BAR SIZE AND SPACING.
TYPE M6D PAVEMENT 140' R.O.W.
NTS
STANDARD CONSTRUCTION DETAILS
PAVING
MD4, MD6 PAVEMENT
DEPARTMENT OF ENGINEERING
DATE:
MAY 1991
REV DATE:
FEB 2017
SHEET :
SD-P05
SEPARATE CURB-AND-GUTTER (ASPHALT)
SEPARATE CURB-AND-GUTTER (CONCRETE)
STANDARD CONSTRUCTION DETAILS
PAVING
CURB-AND-GUTTER
DEPARTMENT OF ENGINEERING
DATE:
MAY 1991
REV DATE:
MAY 2017
SHEET :
SD-P06
2" H.M.A.C. (TYPE D) SURFACE COURSE
6"
4"
2"
4" HMAC (TYPE C) BASE COURSE
6" LIME STABILIZED SUBGRADE
ASPHALT PAVING CROSS SECTION
NOTE :
CUT OF 6" INTO EXISTING PAVEMENT IS REQUIRED FOR
CONSTRUCTION JOINT WITH NEW POURS TO
GET A SMOOTH FINISH
STANDARD CONSTRUCTION DETAILS
PAVING
ASPHALT PAVING CROSSECTION
DEPARTMENT OF ENGINEERING
DATE:
MAY 1991
REV DATE:
MAY 2017
SHEET :
SD-P07
GENERAL NOTES FOR ALLEYS AND DRIVEWAYS
1. CONCRETE FOR ALLEY RETURNS AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH AT 28 DAYS IDENTICAL TO THAT SPECIFIED FOR THE STREET PAVEMENT OR
BASE WHEN BUILT AS COMPONENTS OF A CONCRETE PAVING PROJECT. WHEN BUILT
SEPARATELY, THE STRENGTH SHALL BE AS SPECIFIED ON THE CONSTRUCTION PLAN.
2. SPACING AND CONSTRUCTION OF JOINTS SHALL CONFORM TO PARABOLIC STREET PAVEMENT.
STANDARD CONSTRUCTION DETAILS
PAVING
DEPARTMENT OF ENGINEERING
GENERAL NOTES
ALLEY AND DRIVEWAYS
DATE:
SEPT. 1991
REV DATE:
MAY 2017
SHEET :
SD-P08
ALLEY
WIDTH
(A)
HALF SECTION
WIDTH
(L)
INVERT
DEPTH
(d)
12'
16'
20'
6'
8'
10'
6"
6"
6"
2'
GENERAL NOTE:
ALL ALLEYS TO BE
LIMED IN ACCORDANCE
WITH ITEM C, SD PO1
PL
A
PL
L
L
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR
SIZE AND SPACING.
C
L
1" / FT.
4"
d
8"
1" / FT.
3"
3"
3600 PSI COMP.
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR
SIZE AND SPACING.
4"- 3600 PSI COMP
STANDARD 12', 16' & 20' ALLEY SECTION
NTS
PL
PL
2'
12'
6"
2'
6' FOR 12' ALLEY
6'
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR
SIZE AND SPACING.
C
L
8" 6"
1" / FT.
4"
6"
1" / FT.
3"
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR
SIZE AND SPACING.
3600 PSI COMP.
NOTE :
CURBS NOT ALLOWED
IN RESIDENTIAL AREAS
EXCEPT AS APPROVED
BY THE CITY.
STANDARD ALLEY SECTION WITH CURB
# 3 BAR CONTINUOUS IN CURB.
NTS
PL
2'
12'
6' OR 12' ALLEY
6"
6'
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR
SIZE AND SPACING.
8" 6"
C
L
3"
6"
1" / FT.
3"
3"
12"
12"
18"
18"
18"
18"
12"
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR
SIZE AND SPACING.
ALTERNATE 12' ALLEY SECTION / CURB
NTS
3600 PSI COMP.
18"
NOTE :
CURBS NOT ALLOWED
IN RESIDENTIAL AREAS
EXCEPT AS APPROVED
BY THE CITY.
# 3 BAR CONTINUOUS IN CURB.
C
D
6"
INVERT
OUTSIDE EDGE
OF ALLEY
OUTSIDE EDGE
OF ALLEY
SECTION A
NOTE : ALLEY PAVING TO BE PLACED IN SHADED AREA
WHEN SCREENING WALL IS ALONG PROPERTY LINE.
SEE COA SCREENING WALL DETAIL.
VARIES
PROPERTY LINE
SCREENING WALL
A
D
C
W
B
INVERT
A
A
B
C
12'
2.0'
6.0'
6.0'
D
@
90°Δ
28.0'
16'
2.0'
8.0'
8.0'
31.0'
20'
2.0'
10.0' 10.0' 35.0'
PROPERY LINE
Δ=
ALLEY
WIDTH
(W)
R38'
TYPICAL
75
°
90
°A
ALLEY TURN 75° OR GREATER
C
B
A
12' MIN.
STANDARD CONSTRUCTION DETAILS
PAVING
ALLEY TURN 75° OR GREATER
DEPARTMENT OF ENGINEERING
DATE:
SEPT 1991
REV DATE:
AUG. 2006
SHEET :
SD-P10
7' OR 8'
VARIES
6" INVERT
OUTSIDE EDGE
OF ALLEY
OUTSIDE EDGE
OF ALLEY
SECTION A
A
° - 75
B
A
Δ=30
R70'
A
C
°
°
- 75
TYPICAL
0°
=3
Δ
ALLEY
WIDTH
(W)
A
B
C
12'
2.0'
6.0'
6.0'
16'
2.0'
8.0'
8.0'
20'
2.0'
10.0' 10.0'
ALLEY TURN 30° - 75°
NTS
STANDARD CONSTRUCTION DETAILS
PAVING
ALLEY TURN 30° - 75°
DEPARTMENT OF ENGINEERING
DATE:
SEPT 1991
REV DATE:
AUG. 2006
SHEET :
SD-P11
STANDARD CONSTRUCTION DETAILS
PAVING
ALLEY INTERSECTING ALLEY
DEPARTMENT OF ENGINEERING
DATE:
SEPT. 1991
REV DATE:
AUG. 2006
SHEET :
SD-P12
8'
R3
EXISTING ALLEY
#3 BAR DRILLED 18" MIN.
INTO EXISTING PAVEMENT.
PROPOSED R.O.W.
SAWED JOINT
2' WIDTH 2'
R.O.W.
NTS
"NEW - NEW"
PROPOSED R.O.W.
NEW ALLEY CONNECTING TO NEW ALLEY
ALLEY INTERSECTING ALLEY
WHEN CONNECTING TO EXISTING ALLEY
"NEW - EXISTING"
PROPERTY LINE
PROPOSED CONCRETE ALLEY
2' WIDTH 2'
R.O.W.
DATE:
SEPT 1991
REV DATE:
AUG. 2006
2'
W
.W
.
R.O
2'
NTS
ALLEY TURN 60° - 120°
8'
R3
INVERT LINE
OUTSIDE EDGE
OF ALLEY
INV
E
LIN
PROPERTY LINE
'
R3
8
VARIES
°
60
SECTION A
VARIES
A
6" INVERT
DEPARTMENT OF ENGINEERING
ER
T
°
60
0°
12
STANDARD CONSTRUCTION DETAILS
PAVING
ALLEY TURN 60° - 120°
SHEET :
SD-P13
2.0'
16'
OUTSIDE EDGE
OF ALLEY
2.0'
2.0'
12'
20'
A
ALLEY
WIDTH
(W)
W
A R.O.W. A
DEPARTMENT OF ENGINEERING
RAMPS WITHOUT
TRUNCATED DOMES
DATE:
SEPT. 1991
STREET
38'
REV DATE:
FEB 2017
RUNNING SLOPE
CROSS SLOPE
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR SIZE
AND SPACING.
R.O.W. LINE
24'
2'-0"
R.O.W LINE
20'
2'-0"
5% WHEN ADJACENT STREET ≤ 5%
2%
CONSTRUCTED MAX.
* ACCESSIBLE PATH MUST
NOT BE OBSTRUCTED BY
CURB AND MUST NOT EXCEED
2% CROSS-SLOPE OR
PAVEMENT REINFORCEMENT LAPPED 30 DIA.
5% LONGITUDINAL SLOPE
(WITH KEYWAY OR LONGITUDINAL BUTT JOINT WHEN CONSTRUCTED.
IF NOT MONOLITHIC WITH STREET)
ALLEY RETURN DETAILS
BLOCK-OUT IF
NOT MONOLITHIC
WITH STREET PVMT
2% MAX.
CONCRETE WALK
14.5'
20'
20'
22.5'
16'
16'
16'
2'-0"
14.5'
NOTE:
THIS APPLICATION APPLIES TO
RAMPS AT NON-SIGNALIZED
COMMERCIAL DRIVEWAYS &
ALLEYS
R.O.W. LINE
5% MAX.
ADA ACCESSIBLE PATH*
REINF CONCRETE
PAVEMENT
EXPANSION JOINT
B
12'
12'
C
B
22.5'
FACE OF CURB
NO. 3 BAR BENT
TO RADIUS 4"
GREATER THAN
CURB RADIUS
R.O.W LINE
5X 5 CORNER CLIP
AT ALL ALLEY & STREET
INTERSECTION LOTS
B
C
A
4'
A
2
R=
DRIVEWAY/
ALLEY
WIDTH
6"
12"
STANDARD CONSTRUCTION DETAILS
PAVING
SHEET :
SD-P14
NTS
DEPARTMENT OF ENGINEERING
EXISTING ALLEY
RETURN MODIFICATIONS
(CONCRETE)
STANDARD CONSTRUCTION DETAILS
PAVING
DATE:
SEPT. 1991
REV DATE:
MAY 2017
SHEET :
SD-P15
NTS
DEPARTMENT OF ENGINEERING
EXISTING ALLEY
RETURN MODIFICATIONS
(ASPHALT)
STANDARD CONSTRUCTION DETAILS
PAVING
DATE:
SEPT. 1991
REV DATE:
MAY 2017
SHEET :
SD-P16
SECTION B-B
B
A
PLAN VIEW
INVERT SECTION A-A
ALLEY ENTRANCE INVERT TRANSITION
FOR ACCESSIBILITY
ALLEY ENTRANCE
ONTO EXISTING STREET
DEPARTMENT OF ENGINEERING
STANDARD CONSTRUCTION DETAILS
PAVING
DATE:
SEPT. 1991
REV DATE:
MAY. 2017
SHEET :
SD-P17
"X"
6"
DIMENSIONS OF MEDIAN NOSE
10' MIN.
3'
PC
X = 13.90'
X = 16.44'
X = 18.08'
X = 20.42'
1'
6" BORDER CURB
Y = 7.0'
Y = 8.0'
Y = 9.0'
Y = 10.0'
X = 26.36'
X = 29.89'
X = 32.93'
X = 36.47'
NOTES:
R= 68'
1. CONTRACTOR MAY USE
STAMPED COLORED
CONCRETE. IF APPROVED
BY ENGINEER.
2. COLOR & PATTERN SHALL
MATCH EXISTING.
3. COLOR MIX SHALL BE
UNIFORMLY COLORED
THROUGHOUT AND NOT
SPRAYED, OVERLAYED OR
OTHERWISE APPLIED TO
TOP LAYERS.
4. CONTRACTOR SHALL
FURNISH ONE 4'X4'X4"
SAMPLE FOR CITY
APPROVAL& HAUL OFF
AFTER APPROVAL.
CONSTRUCT STAMPED
CONCRETE OVER 4"
COMPACTED SAND.
7.5'
"Y"
B
R=
2
.5'
LIMIT OF MEDIAN
STAMPED CONCRETE
A
PC
Y = 14.0'
Y = 17.0'
Y = 20.0'
Y = 24.0'
PAY LINE & KEYED
CONSTRUCTION JOINT
BRICK PAVERS
SEE SD-P19 FOR DETAILS
EXPANSION MATERIAL
SHALL BE PLACED AROUND
DETAIL FOR MEDIAN WIDER THAN 6' (Y>6')
BRICK PAVERS
SCALE :
NTS
BRICK PAVERS
SEE SD-P19 FOR DETAILS
18'
10'
1'
PAY LINE & KEYED
CONSTRUCTION JOINT
1'
*IF NO EXISTING TO MATCH,
PATTERN SHALL BE
KEYSTONE & COLOR
BLACK-FLASHED RED.
VARIES
4' TO 6'
'-3"
STAMP CONCRETE FORM
LITHOTEX #3560, LIGONIER
STONE & LIME OCTAGON
SLATE OR APPROVED EQUAL
CONCRETE SHALL BE
VICTORIAN RED WITH DARK
GRAY OVERLAY TO MATCH
BRICK PAVERS.
B
1'
1
R=
A
DETAIL FOR MEDIAN 4'-0" to 6'-0"
SCALE :
NTS
EXPANSION
MATERIAL
10'
(IF Y≤ 6')
3'
(IF Y > 6')
PAY LINE & KEYED
CONSTRUCTION JOINT
3"
6"
SEE COA DETAIL
FOR MEDIAN
R=1"
1
PAY LINE & KEYED
CONSTRUCTION
JOINT
3
3"
NOTE :
MONOLITHIC MEDIAN NOSE &
PAVEMENT SHALL BE PAID FOR
PER EACH COMPLETE IN PLACE.
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR
BAR SIZE AND SPACING.
VARIABLE
3" TO 6"
SECTION B
SECTION A
STANDARD CONSTRUCTION DETAILS
PAVING
MEDIAN DETAILS
DEPARTMENT OF ENGINEERING
DATE:
SEPT. 1991
REV DATE:
MAY 2017
SHEET :
SD-P18
SAND FILLED JOINTS; MECHANICALLY VIBRATED
UNTIL LEVEL, TRUE TO GRADE & FREE OF MOVEMENT.
FINISHED GRADE TO MATCH
EXISTING TOP OF CURB.
1
2"
1/2" EXPANSION JOINT
MATERIAL BETWEEN CURB
AND PAVESTONE/DROP
SLAB.
EXPANSION
MATERIAL
1/8" ± TYP.
6"
4"
1" 2 3 8"
6" BORDER CURB @ END
7 3/8"
6cm. (2 - 3/8") PAVING STONE
MINIMUM 4" 3000 PSI REINFORCED
1" SAND BEDDING COURSE
CONCRETE SUBGRADE WITH No. 3 BARS
24" O.C. MAY BE THICKER ON BRIDGE.
TOP OF BRIDGE SLAB
(IF APPLICABLE)
SECTION A
SEE SD P18
FOR MONOLITHIC NOSE
SAND FILLED JOINTS; MECHANICALLY VIBRATED
UNTIL LEVEL, TRUE TO GRADE & FREE OF MOVEMENT.
1/2" EXPANSION JOINT
MATERIAL BETWEEN CURB
AND PAVESTONE/DROP SLAB.
1/8" ± TYP.
CURB
MINIMUM 4" 3000 PSI REINFORCED
1" SAND BEDDING COURSE
CONCRETE SUBGRADE WITH No. 3 BARS
24" O.C. MAY BE THICKER ON BRIDGE.
SECTION B
1/2" EXPANSION JOINT
MATERIAL BETWEEN CURB
AND PAVESTONE/DROP SLAB
B
6" BORDER CURB @ END
SEE SD P18
FOR MONOLITHIC NOSE
EDGE STONES ARE
MOLDED OR FIELD CUT
A
PLAN
MEDIAN PAVING STONE SHALL EXTEND TO A POINT WHERE MEDIAN IS AT LEAST
6' WIDE. IF MEDIAN IS 6' WIDE, PAVING SHALL EXTEND 15' FROM NOSE. FOR MEDIANS
WIDER THAN 6', PAVING SHALL EXTEND 10' FROM NOSE. ALL DISTANCES ARE MINIMUM.
PAVING STONE SHALL BE INTERLOCKING CONCRETE (BELGARD BRAND KEYLOC OR
APPROVED EQUAL) PER ITEMS 2.3.7 AND 5.8.8 OF THE CITY OF ALLEN SPECIAL
PROVISIONS AND SHALL BE RED/BLACK FLASHED IN COLOR.
1
2"
EXPANSION
MATERIAL
PROPOSED OR EXISTING
CONCRETE CURB
ANTIQUE RED MEDIAN
PAVING STONE
STANDARD CONSTRUCTION DETAILS
PAVING
MEDIAN PAVING STONE DETAIL
DEPARTMENT OF ENGINEERING
DATE:
SEPT. 1991
REV DATE:
MAY 2017
SHEET :
SD-P19
MEDIAN MAINTENANCE ACCESS
(MEDIAN CURB LAY-DOWN)
DEPARTMENT OF ENGINEERING
2' TRANS
2'
LEFT TURN BAY
SOD
PLAN
2'
6"
SECTION B
6' RAMP
LOCATION OF RAMP AT
P.R.C. OF CURBLINE FOR
TURN LANE.
GENERAL NOTES :
1. MAXIMUM ONE RAMP PER MEDIAN.
2. EXCEPTION - MEDIAN LAY DOWN SHALL NOT BE
REQUIRED AT END OF MEDIAN WITH BRICK OR PAVERS.
(WIDTH < 6') BUT SHALL BE REQUIRED AT OTHER END.
3. POUR SHALL BE INTEGRAL.
B
6'
A
SOD
2' TRANS
18" (TYP)
CURB (TYP)
SECTION A
CURB (TYP)
6"
18"
STANDARD CONSTRUCTION DETAILS
PAVING
DATE:
SEPT. 1991
REV DATE:
MAY 2013
SHEET :
SD-P20
STREET
EXPANSION JOINT FILLER
8"
EXISTING/FUTURE
CONC.
PAVEMENT
PAVEMENT
T
8"
4.5"
9"
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR SIZE AND SPACING.
2"
16"
STREET HEADER
PAVEMENT BARS TO BE BENT DOWN INTO HEADER.
HEADER AND PAVEMENT TO BE MONOLITHIC.
STANDARD CONSTRUCTION DETAILS
PAVING
STREET HEADER
DEPARTMENT OF ENGINEERING
DATE:
MAY 1991
REV DATE:
FEB 2017
SHEET :
SD-P21
24" DEFORMED No.5 DOWEL BAR
TOP 1/4" NO JOINT
SEALING COMPOUND
SAWCUT WIDTH
3/8" MIN.
PROPOSED PAVING
EXISTING PAVING
1"
3"
T + 2"
T
ET/2
HOT POURED RUBBER
JOINT SEALING
COMPOUND
3"
DOWEL SPACED 12"
o.c. 6" OFF TIE BARS
6"
NOTE:
DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A
MECHANICAL RIG. DRILLING BY HAND IS NOT ACCEPTABLE. PUSHING DOWEL BARS
INTO GREEN CONCRETE IS NOT ACCEPTABLE.
STANDARD CONSTRUCTION DETAILS
PAVING
PAVEMENT REPAIR HEADER
DEPARTMENT OF ENGINEERING
DATE:
JULY 1991
REV DATE:
AUG. 2006
SHEET :
SD-P22
STANDARD CONSTRUCTION DETAILS
PAVING
RAIL HEADER
DEPARTMENT OF ENGINEERING
DATE:
SEPT. 1991
REV DATE:
FEB 2017
SHEET :
SD-P23
2.
HEADER AND PAVEMENT TO BE MONOLITHIC.
NOTE :
1. PAVEMENT BARS TO BE BENT DOWN INTO HEADER.
20'
PAVEMENT LINE
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR SIZE AND SPACING.
END 6' CURB
6'
2"
1/4" R.
2" CURB
5' (USUAL)
SYMMETRICAL ABOUT
℄
ALL WORK BETWEEN HEADERS TO BE
DONE BY OTHERS UNLESS OTHERSWISE SPECIFIED.
RAIL HEADER
9"
2'
MINIMUM WIDTH = 24'
1'
6"
SEE GENERAL
NOTES (SD-P01)
SECTION "G"
FOR BAR SIZE
AND SPACING.
6"
3600 PSI CONCRETE
6" LIME STABILIZED SUBGRADE
NOTES:
1. DOWELS & REBARS SHALL BE SUPPORTED BY AN APPROVED DEVICE.
2. EXPANSION JOINTS TO BE THE SAME AS USED FOR CONCRETE STREET PAVING.
3. SAWED TRANSVERSE DUMMY JOINT SHALL BE SPACED 20'-0"
4. EXPANSION JOINT DISTANCE AT 100' INTERVAL & SAWED JOINT AT 20'-0"
FIRE LANE PAVING
SCALE
VERTICAL SAW CUT 3 8" MIN. WITH
HOT POURED RUBBER JOINT SEALING COMPOUND
NTS
TOP 1 4" NO SEALING
COMPOUND
1/4 T
3/8"
T
T/2
1/4"
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR SIZE AND SPACING.
T = PAVEMENT THICKNESS
SAWED DUMMY JOINT
SCALE
NTS
VERTICAL SAW CUT 3 8" MIN. WITH
HOT POURED RUBBER JOINT SEALING COMPOUND
TOP 1 4" NO SEALING
COMPOUND
3/8"
FIRST POUR
2"
T/3
T
1/2"
T/2
1/4"
1"
1/4 T
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR SIZE AND SPACING.
SECOND POUR
T = PAVEMENT THICKNESS
CONSTRUCTION JOINT FOR PAVEMENT
SCALE
NTS
TRANSVERSE AND LONGITUDINAL JOINTS
FIRE LANE PAVING &
JOINT DETAILS
DEPARTMENT OF ENGINEERING
STANDARD CONSTRUCTION DETAILS
PAVING
DATE:
SEPT. 1991
REV DATE:
MAY 2017
SHEET :
SD-P24
9" - 15"
SAWCUT FULL DEPTH
3/8"
& CURB & GUTTER
TOP 14" NO SEALING
COMPOUND
1/4 T
1/4"
PROPOSED PAVING
EXISTING PAVING
T
T/2
DOWEL SPACED ON 18"
CENTER TO CENTER,
6" OFF TIE BARS.
24" DEFORMED No. 6 DOWEL BAR
VERTICAL SAW CUT 3 8" MIN. WITH
HOT POURED RUBBER JOINT
SEALING COMPOUND
T = PAVEMENT THICKNESS
CONCRETE BUTT JOINT
(6"/7" PAVEMENT THICKNESS)
STANDARD CONSTRUCTION DETAILS
PAVING
CONCRETE BUTT JOINT
DEPARTMENT OF ENGINEERING
DATE:
MAY 1991
REV DATE:
MAY 2017
SHEET :
SD-P25
TOP 14" NO SEALING
COMPOUND
24" No. 6 SMOOTH DOWEL
16' DOWEL COATING
2" MIN.
3/4"±
11'
1 1/4" MIN. CLEARANCE
WITHIN CAP.
T
T/2
1/4"
2'
MIN.
REDWOOD EXPANSION JOINT FILLER
DOWEL SLEEVE (CLOSED) TO FIT
DOWEL AND BE SECURED. TO BE
INSTALLED ON 18" CENTER TO CENTER.
HOT POURED RUBBER JOINT
SEALING COMPOUND
TRANSVERSE EXPANSION JOINT
(SPACED 600 FT. MAXIMUM, LOCATE AT INTERSECTIONS)
T = PAVEMENT THICKNESS
CURB
1. DOWELS AND REINFORCING BARS SHALL BE
SUPPORTED BY AN APPROVED DEVICE & MUST
BE TIED OR CHAIRED ON EACH SIDE.
2. EXPANSION JOINTS SHALL BE PLACED
TRANSVERSELY IN PROPOSED PAVEMENT
WHERE THICKNESS CHANGES, SUCH AS
BETWEEN 5" -6".
3. EXPANSION JOINTS SHALL BE PLACED AT ALL END
POINTS OF RADII.
4. HOT POURED RUBBER SEALING COMPOUND SHALL
BE PLACED THROUGH RAISED CURB.
EJ
NOTES:
6" PAVEMENT
EJ
EJ
GRASS
5" PAVEMENT
PARKING LOT
EXAMPLE
STANDARD CONSTRUCTION DETAILS
PAVING
TRANSVERSE EXPANSION JOINT
DEPARTMENT OF ENGINEERING
DATE:
JAN 2001
REV DATE:
MARCH 2016
SHEET :
SD-P26
STANDARD CONSTRUCTION DETAILS
PAVING
DEPARTMENT OF ENGINEERING
SPACING DIAGRAM
FOR TRANSVERSE JOINTS
DATE:
SEPT 2001
REV DATE:
AUG. 2006
SHEET :
SD-P27
℄JOINT
SAWED TRANSVERSE
DUMMY JOINTS
SPACED 15'
SAWED DUMMY JOINT
PROVIDE
PARABOLIC
CROWN
NTS
SPACING DIAGRAM FOR TRANSVERSE JOINTS
4
℄ONLY-31' BB
℄ AND PTS >31'
LONGITUDINAL JOINT
1
BACK OF CURB
BACK OF CURB
SAWED TRANSVERSE DUMMY
JOINTS SPACED 20' OR MATCH
EXISTING IF WIDENING.
NOTE:
ALLEYS TO BE SAWED TRANSVERSE
AT 12'0"
MATCH EXISTING
EXPANSION JOINTS
IF WIDENING.
STRAIGHT CROWN
STANDARD CONSTRUCTION DETAILS
PAVING
INTERSECTION CONDUIT LAYOUT
33'-36'
ROW
SINGLE CONDUIT
(SEE NOTES )
3"
3"
2"
3"
2"
3"
TRAFFIC SIGNAL PULL BOXES SHALL BE #36 FROM TRAFFIC SIGNAL
EQUIPMENT COMPANY, FT. WORTH, TEXAS OR APPROVED EQUAL. BOXES
ARE APPROXIMATELY 10 1/2" X 17" X 12" AND SHALL BE PROVIDED WITH A
CONCRETE COVER. BURIAL DEPTH OF 3" CONDUIT SHALL BE 18 INCHES
BELOW CURB GRADES.
DATE:
SEPT 2001
NOTES:
1. 3" PVC SCHEDULE 40 DOVE GRAY ELECTRICAL TRAFFIC SIGNAL CONDUIT TO BE
INSTALLED CONTINUOUS ACROSS INTERSECTION, EXTENDED TO 2' BEHIND
CURBS. SWEEP BENDS TO BE USED AT ALL PULL BOXES.
2. RED MARKER TAPE IS TO BE INSTALLED ON THE ENDS OF THE CONDUIT.
3. THE EXACT LOCATIONS WHERE THE CONDUIT CROSSES UNDER THE PAVING
ARE TO BE CHISELED WITH AN "X" AND PAINTED WITH THE RED PAINT, ON THE
CURB OR PAVING.
4. A # 9 GALVANIZED WIRE SHALL BE PLACED IN ALL CONDUIT. THIS WIRE SHALL
EXTEND A MINIMUM OF 1' FROM THE END OF THE CONDUIT. ITEM 8.10.3
SCALE
MEDIAN
LEGEND:
1. SAWED LONGITUDINAL DUMMY JOINT.
2. CONSTRUCTION JOINT (FULL WIDTH PAVEMENT IS ALLOWED WHERE
APPROVED BY THE CITY OF ALLEN) DELETE IF PAVING IS 25 FT WIDTH TO BE
WIDENED LATER. INSTALL CURB PAVING IF LESS THAN FULL WIDTH OF 33' - 36'.
NTS
INTERSECTION WIDENING DETAIL
2" PVC SCHEDULE 40 DOVE GRAY
ELECTRICAL STREET LIGHT CONDUIT
SHALL BE PLACED IN ALL MEDIANS, 3'
OFF ℄ UNLESS OTHERWISE SHOWN
ON THE PLANS. BURIAL DEPTH SHALL
BE 3'-0" BELOW FINISH GRADE. 30
INCH RADIUS SWEEP BENDS TO BE
USED AT ALL HANDHOLE BOXES.
PULL BOXES/JUNTION BOXES
TYPE A (TYP.)
43'-46'
DEPARTMENT OF ENGINEERING
REV DATE:
AUG. 2006
SHEET :
SD-P28
1/
8"
/F
T
1/8"/FT
1/8"/FT
1/8"/FT
4"
TYPICAL CONTOURS FOR
MAJOR-MAJOR INTERSECTION
6"
2"
0"
DATE:
SEPT 2001
REV DATE:
AUG. 2006
1/8"/FT
1/8"/FT
0"
2"
0"
SCALE
NTS
TYPICAL CONTOURS FOR
MAJOR-MAJOR INTERSECTION
1/8"/FT
1/8"/FT
6"
2"
0"
4"
130'
0"
130'
2"
0"
1/8"/FT
4"
T
/F
1/
8"
6"
10"
8"
T
8"
0"
1/8"/FT
1/8"/FT
1/
8"
/F
10"
TRANSITION TO 1/4" / FT
200' TYPICAL
NOTE:
INLETS REQUIRED WHEN DRAINAGE IS TOWARD
INTERSECTION.
130'
1/8"/FT
1/8"/FT
T
1/
8"
/F
8"
130'
10"
8"
1/8"/FT
6"
1/8"/FT
1/8"/FT
4"
1/8"/FT
DEPARTMENT OF ENGINEERING
10"
0"
STANDARD CONSTRUCTION DETAILS
PAVING
SHEET :
SD-P29
STANDARD CONSTRUCTION DETAILS
PAVING
CONCRETE SIDEWALK
EDGE 1/2" R
DATE:
SEPT 2001
REV DATE:
MAY 2017
RUNNING SLOPE
CROSS SLOPE
5% MAX WHEN ADJACENT STREET ≤ 5%
2%
CONSTRUCTED MAX.
SECTION B
SLOPE 1% - 2% TOWARD STREET
2" CUSHION SAND
OR COMPACTED SUDGRADE
2"
PLAN
6"
1/2" JOINTS SHALL BE SPACED AT
40' INTERVALS OR AS OTHERWISE
SPECIFIED AND SHALL BE FILLED
WITH PREMOLDED BITUMINOUS
SEE GENERAL
EXPANSION JOINT FILLER.
NOTES (SD-P01)
SECTION "G" FOR
BAR SIZE AND
SPACING.
AS SPECIFIED (5' USUAL)
A
B
SECTION A
2"
4"
6"
REBAR SPACING
4'
12" MAX. 12" MAX. 12" MAX.
6"
REBAR SPACING
5'
12" MAX. 12" MAX. 12" MAX. 12" MAX.
6"
6"
REBARS SHALL BE PLACED NO CLOSER THAN 6" FROM EDGE
OF SIDEWALK.
NOTE:
WHEN CONCRETE WALK IS ADJACENT TO CURB, DEPTH OF
EXPANSION JOINT MATERIAL SHALL BE SUFFICIENT TO
PREVENT CONCRETE TO CONCRETE CONTACT BETWEEN
WALK AND CURB. WALK SHALL BE 5' WHEN NEXT TO CURB.
#3 SMOOTH DOWELS
24" LONG, LUBRICATED
SPACING 12" O.C.
EXPANSION JOINT
1/2" THICKNESS PRE-MOULDED EXPASION JOINT FILLER SPACED 40'O.C.
.5"
4'
4'
4'
4'
4'
SIDEWALK CONTROL JOINTS
SHALL BE GROOVED
3/8" DEEP ON 4' CENTERS
6"
4"
2"
USUAL
4' OR 5'
DEPARTMENT OF ENGINEERING
SHEET :
SD-P30
1'
VARIES
5'
VARIES
THOROUGHFARE
R.O.W.
5' SIDEWALK SHALL BE LOCATED
1' INSIDE R.O.W. OF
THOROUGHFARES.
GRASS
70'+ R.O.W.
STREET
B/C
A
1'
4'
CL
4.5'
15.5'
GRASS
SIDEWALK
STREET
RESIDENTIAL
50' R.O.W.
R.O.W.
4' SIDEWALK SHALL BE LOCATED
1' INSIDE R.O.W. OF
RESIDENTIAL STREETS.
SIDEWALK
1'
B/C
A
CL
6.5'
4'
18.5'
COLLECTOR
4' SIDEWALK SHALL BE LOCATED
1' INSIDE R.O.W. OF
COLLECTOR STREETS.
GRASS
R.O.W.
60' R.O.W.
STREET
A
SIDEWALK
1' 4' or 5'
CL
B/C
ROW
VARIES
SEE COA SIDEWALK
DETAIL SD-P30
SECTION A
STANDARD CONSTRUCTION DETAILS
PAVING
DEPARTMENT OF ENGINEERING
CONCRETE SIDEWALK
(CONTINUED)
DATE:
JUNE 1998
REV DATE:
OCT 2016
SHEET :
SD-P31
BRICK SHALL BE
ASTM C902
COLOR & PATTERN
DETERMINED BY
CITY OF ALLEN
R.O.W. & PAY LINE
4'-4"
HAND SWEPT SAND INTO
JOINT, NO GAP (1 PART
COLORED PORTLAND
CEMENT & 3 PARTS SAND)
2 12"
PLANTING BED
1/2" BITUMINOUS EXPANSION JOINT
MATERIAL. DEPTH OF JOINT MATERIAL
SHALL BE SUFFICIENT TO PREVENT
CONTACT BETWEEN WALK AND CURB
VARIES
4"
STOP EXPANSION JOINT AT
TOP OF CURB AND SEAL WITH
CONCRETE GRAY SEALANT
2"
4"
2"
1
1
NOTE: PLANTING
BED BEYOND R.O.W.
IS UNDER SEPARATE
CONTRACT.
2 1/4"
PEDESTRIAN BRICK
1"
6" CONC.
STREET
4" CONCRETE SUBBASE
(6" CONCRETE SUBBASE
REQUIRED IN SOME
AREAS, SEE PLAN)
2"
SAND
#3 @ 12" O.C.
2"
SAND SETTING BED
SUBGRADE COMPACTED TO 95% OF
STANDARD PROCTOR DENSITY AT
0% TO +3% OF OPTIMUM MOISTURE
TYPICAL BRICK SIDEWALK
AND SUPPORT SLAB
SECTION B
B
FACE OF CONCRETE CURB
4'-4"
6"
A
1/2" BITUMINOUS EXPANSION JOINT
MATERIAL. DEPTH OF JOINT MATERIAL
SHALL BE SUFFICIENT TO PREVENT
CONTACT BETWEEN WALK AND CURB
SOLDIER COURSE
PLANTING BED
1 14"
STOP EXPANSION JOINT AT
TOP OF CURB AND SEAL WITH
CONCRETE GRAY SEALANT
BRICK PAVERS ON
CONCRETE BASE
4"
2 1/4"
PEDESTRIAN BRICK
4'-4"
HAND SWEPT SAND INTO
JOINT, NO GAP (1 PART
COLORED PORTLAND
CEMENT & 3 PARTS SAND)
1"
6" CONC.
STREET
4"
3"
4"
SECTION A
TYPICAL TREE PIT
(IF REQ'D)
EDGE OF BUILDING/
R.O.W. LINE
PLAN
STANDARD CONSTRUCTION DETAILS
PAVING
DEPARTMENT OF ENGINEERING
SIDEWALK
BRICK PAVERS
DATE:
MARCH 2001
REV DATE:
MAY 2017
SHEET :
SD-P32
SEE GENERAL NOTES (SD-P01)
SECTION "G" FOR BAR SIZE AND SPACING.
#4 BAR @ 12" O.C.
6" OR 7"
1:3 BATTER
1 "
1 2
R=
6"
#3 BAR
SEE SD-P06
FOR DETAIL
"
R=
3
6"
3 8"
R=
GRASS
6"
3"
STREET
6"
6"
2.5' (USUAL)
#4 BAR
#4 BAR
SEPARATE CURB-AND-GUTTER SECTION
NTS
NOTES:
GRASS
LEADWALK
#3 SMOOTH DOWELS (24" LONG) 12"
O.C. REQUIRED EXP. JOINT AT TWO
LEGS OF INTERSECTIONS OF LEAD
WALK AND PUBLIC WALK AS SHOWN
PROPERTY
LINE
SIDEWALK
LEADWALK
CURB CUT
A MIN. OF 1'
1" FELT EXP. JOINT
REQUIRED BETWEEN
BACK OF CURB AND
LEADWALK
1. 2-INCH CUSHION SAND REQUIRED
ON SUBGRADE COMPACTED WITHIN 95%
STANDARD PROCTOR DENSITY.
2. POURS SHALL REQUIRE A PRE-POUR
INSPECTION FOR FORMWORK,
REINFORCEMENT AND GEOPMETRY.
VISUAL INSPECTIONS MAY BE MADE
AFTER THE POUR TO ADDRESS
TOOLED JOINTS, FINISH, SUBGRADE
INTEGRITY, ETC.
3. ENSURE THAT FLATWORK DOES NOT
OBSCURE ABOVE-GROUND
APPURTENANCES (I.E. VALVES, MH LIDS)
4. EXPOSED AGGREGATE CONCRETE IS NOT
ACCEPTABLE FOR SIDEWALK WITHIN PUBLIC
RIGHT-OF-WAY.
5. SIDEWALKS SHALL BE 48" WIDE (MIN.) WITH
42" (MIN.) UNOBSTRUCTED. SIDEWALKS
ALONG ARTERIAL (THOROUGHFARE)
ROADWAYS SHALL BE 5' MIN.
6. FOR CURB DETAIL SEE SHEET SD-P11
CURB CUT
A MIN. OF 1'
CURB
STREET
STANDARD CONSTRUCTION DETAILS
PAVING
DEPARTMENT OF ENGINEERING
CURB AND LEAD
WALK REPAIR
DATE:
AUG 2005
REV DATE:
MAY 2017
SHEET :
SD-P33
PLAN
PLAN
BARRIER FREE RAMPS
TYPE 'A' & 'B'
DEPARTMENT OF ENGINEERING
STANDARD CONSTRUCTION DETAILS
PAVING
DATE:
MAR 2004
REV DATE:
DEC 2016
SHEET :
SD-P34
PLAN
PLAN
BARRIER FREE RAMPS
TYPE 'C' & 'D'
DEPARTMENT OF ENGINEERING
STANDARD CONSTRUCTION DETAILS
PAVING
DATE:
MAR 2004
REV DATE:
MAY 2017
SHEET :
SD-P35
PLAN
DEPARTMENT OF ENGINEERING
BARRIER FREE RAMPS
TYPE 'E'
(RESIDENTIAL)
STANDARD CONSTRUCTION DETAILS
PAVING
DATE:
DEC. 2016
REV DATE:
MAY 2017
SHEET :
SD-P36
PLAN
DEPARTMENT OF ENGINEERING
BARRIER FREE RAMPS
TYPE 'E'
(RESIDENTIAL)
STANDARD CONSTRUCTION DETAILS
PAVING
DATE:
DEC. 2016
REV DATE:
MAY 2017
SHEET :
SD-P37
PLAN
DEPARTMENT OF ENGINEERING
BARRIER FREE RAMPS
TYPE 'G'
(COMMERCIAL)
STANDARD CONSTRUCTION DETAILS
PAVING
DATE:
DEC. 2016
REV DATE:
MAY 2017
SHEET :
SD-P38
PLAN
DEPARTMENT OF ENGINEERING
BARRIER FREE RAMPS
TYPE 'H'
(COMMERCIAL)
STANDARD CONSTRUCTION DETAILS
PAVING
DATE:
DEC. 2016
REV DATE:
MAY 2017
SHEET :
SD-P39
SECTION 'B'
PAVER DETAIL
BARRIER FREE GENERAL NOTE &
DETECTABLE SURFACE
DEPARTMENT OF ENGINEERING
STANDARD CONSTRUCTION DETAILS
PAVING
DATE:
MAR 2004
REV DATE:
MAY 2017
SHEET :
SD-P40
FUTURE SIDEWALK
EXPANSION JOINT
EXPANSION JOINT
A
TRANSITION
NEW CURB/GUTTER
FROM 6" TO Ø
6.25% MAX.
2% MAX.
5 % MAX.
2% MAX.
PROPERTY LINE
2% SLOPE
MAX.
PLAN VIEW
1'
4' OR 5'
TYP.
SW
SAWCUT AND REMOVE
PAVEMENT & CURB.
TRANSITION
NEW CURB/GUTTER
FROM 6" TO Ø
6.25% MAX.
6"
2% MAX.
PROPERTY LINE
4' OR 5'
1' TYP.
DRIVEWAYS OR ALLEYS
EXISTING STREET
SECTION A
BARRIER FREE RAMPS
AT DRIVEWAYS & ALLEYS
DEPARTMENT OF ENGINEERING
STANDARD CONSTRUCTION DETAILS
PAVING
DATE:
SEPT 1991
REV DATE:
JUL. 2010
SHEET :
SD-P41
A
10' MINIMUM (RES.)
30' MINIMUM (COMM.)
REDWOOD EXP. JOINT
SLOPE :
2% MAX.
WALK WAY
4'-5'
ACCESSIBLE
PATH
5% MAX.
12" 6"
R=
10
3 0 ' FO
'F R
OR RE
CO S.
MM DRI
DR VE
IV
E.
5% MAX.
1' USUAL
R.O.W. LINE
FACE OF CURB
SAWCUT OF BLOCK-OUT
LIMIT IF NOT MONOLITHIC
WITH STREET PAVEMENT
PAVEMENT REINFORCEMENT
LAPPED 30 DIA. OR No. 6 BAR
DOWEL 2' LONG TO BE DRILLED
IF NOT TIED TO EXISTING REBAR
PLAN
1' USUAL
6"
4'-5' WALKWAY
CURB
SAWCUT OF BLOCK-OUT
LIMIT IF NOT MONOLITHIC
WITH STREET PAVEMENT
REDWOOD EXP. JOINT
SLOPE : 2% MAX.
R.O.W. LINE
12"
SLOPE : 8% - 10% MAX.
SEE ENLARGE DETAIL FOR
ASPHALT CONNECTION
REINF. CONCRETE PAVEMENT
SECTION A
2.5'
6"
6"
ASPHALT
PAVEMENT
3"
6"
3"
CURB
CONSTRUCTED MAX.
CONCRETE PAVEMENT
CROSS SLOPE
ENLARGE DETAIL
DRIVEWAY RETURN DETAILS
(RESIDENTIAL AND COMMERCIAL)
DEPARTMENT OF ENGINEERING
RUNNING SLOPE
2%
5% MAX WHEN ADJACENT STREET ≤ 5%
STANDARD CONSTRUCTION DETAILS
PAVING
DATE:
SEPT 1991
REV DATE:
MAY 2017
SHEET :
SD-P42
A
12' TYPICAL
FOR DRIVEWAY APPROACH
DETAILS, SEE PAVING DETAIL
ALLEY PAVEMENT
A
REDWOOD EXP. JOINT
W/ #3 SMOOTH (24" LONG)
DOWELS (12" O.C.)
ALLEY
4"
4"
REDWOOD EXP. JOINT
12' (TYP.)
9' MIN.
DRIVEWAY
8"
PROPERTY LINE
20' MAX.
2'
TYP.
3/4" EXPANSION JOINT
W/ #4 SMOOTH DOWELS
ON 12" (MAX.) O.C.
2'
SECTION A-A
TYP. TRANSITION
FROM 8" TO 4"
THICKNESS
TYPICAL
REAR-ENTRY
FOOT PRINT
REDWOOD
EXP. JOINT
LEADWALK
#3 SMOOTH DOWELS
(24" LONG)12" O.C.
REQUIRED EXPANSION
JOINTS AT TWO LEGS
OF INTERSECTIOS OF
LEAD WALK AND PUBLIC
WALK AS SHOWN.
4'
TYP.
PROPERTY LINE
TOLLED JOINT
SPACING 4' MAX.
O.C.
EXIST.
SIDEWALK
GRASS
BACK
OF CURB
DOWEL INTO
EXIST. SIDEWALK
6" MIN. PENETRATION
3/4" FELT EXPANSION JOINT
REQUIRED BETWEEN BACK
OF CURB AND SIDEWALK
(DON'T DOWEL INTO CURB)
40' MAX.
EXP. JOINT
SPACING
STREET PAVEMENT
STANDARD CONSTRUCTION DETAILS
PAVING
SIDEWALKS AND DRIVEWAYS
DEPARTMENT OF ENGINEERING
DATE:
AUG. 2002
REV DATE:
MAY 2017
SHEET :
SD-P43
STANDARD CONSTRUCTION DETAILS
PAVING
ALLEY
ALLEY
PROPERTY
LINE
ALLEY
2'
No. 4 DOWEL BARS,
2' IN LENGTH WITH CAPS
8"
4"
3
2'
8"
2'
DATE:
SEPT 1991
REV DATE:
MAY 2017
3
PROPERTY LINE
4"
No. 4 DOWEL BARS @ 12" O.C
2' IN LENGTH WITH CAPS
5'
SECTION A
2'
PLAN
SECTION B
A
B
3
5'
4"
HOME
3/4" EXPANSION JOINT MADE OF
PREMOLDED ASPHALTIC TYPE
OR REDWOOD BOARDS
No. 4 DOWEL BARS @ 12" O.C.
2' IN LENGTH WITH CAPS
HOME
3/4" EXPANSION JOINT MADE OF
PREMOLDED ASPHALTIC TYPE
OR REDWOOD BOARDS
PROPERTY
LINE
EXPANSION JOINT MADE OF
PREMOLDED ASPHALTIC TYPE
OR REDWOOD BOARDS
SEE SD-P01 FOR DETAILS.
OPTIONAL LAYOUT
4"
STANDARD LAYOUT
4"
4"
3
5'
DEPARTMENT OF ENGINEERING
DRIVEWAY RETURN FOR
ALLEY
SHEET :
SD-P44
STANDARD CONSTRUCTION DETAILS
PAVING
STREET CONNECTION
DEPARTMENT OF ENGINEERING
DATE:
SEPT 1991
REV DATE:
AUG. 2006
SHEET :
SD-P45
1.5" 1.5"
1.5"
4.5"
10'
OR
'
IED
10
R= PICIF
S
AS
END CURBS
NTS
TYPICAL DRIVE OR STREET CONNECTION
TO EXISTING ASPHALT STREET
6" - 3600 PSI
REINF. CONCRETE
FOR DRIVES
6' THICK ASPHALT TRANSITION
EXISTING ASPHALT STREET
STANDARD CONSTRUCTION DETAILS
PAVING
SIDEWALK FLUME DETAIL
DIAMOND GRID GALVANIZED
STEEL PLATE INSTALLED AT
SIDEWALK CROSSING
FLUME FLUSH WITH SIDEWALK.
SIDEWALK
DOWEL
12"
3" 3" 6"
12"
12"
12"
SIDE WALK 4' MIN.
18"
A
6"
DATE:
SEPT 1991
REV DATE:
FEB 2017
PLAN
USUAL MAX = 4'
SECTION A
VOID
B
6"
FACE OF CURB
12"
4
6
8
10
SPAN
FEET
SECTION B
7/8"
PLATE
THICKNESS
INCHES
1/2"
5/8"
3/4"
BASED ON 100 P.S.I. LIVE
LOAD AND MAX. DEAD & LIVE
LOAD DEFLECTION OF L/240
BOLT PLATE DOWN WITH
BRASS BOLTS. BOLTS SHALL
BE 1/2" DIA. RECESSED TO FLUSH
WITH TOP OF PLATE AND SPACED
A MAXIMUM OF 12" ON CENTERS.
1/2" DIA. SELF-DRILLING ANCHORS
SHALL BE USED AND SPACED THE
SAME.
SURFACE OF PLATE SHALL BE
A NON-SKID MATERIAL.
ENLARGE DETAIL
COUNTERSUNK
METAL ANCHOR
SHALL NOT
PROTRUDE ABOVE
SURFACE
18"
6"
No. 3 BARS ON 18"
CTRS BOTH WAYS
6"
SEE ENLARGE DETAIL
18"
DIAMOND GRID GALVANIZED
STEEL PLATE INSTALLED AT
SIDEWALK CROSSING FLUME
FLUSH WITH SIDEWALK.
No. 3 BARS ON 18"
CTRS BOTH WAYS
CURB
SIDEWALK 4' MIN.
DIAMOND GRID GALVANIZED
STEEL PLATE INSTALLED AT
SIDEWALK CROSSING FLUME
FLUSH WITH SIDEWALK.
STEEL PLATE FLUME COVER
No. 3 BARS ON 18"
CTRS BOTH WAYS
COUNTERSUNK
METAL ANCHOR
SHALL NOT
PROTRUDE ABOVE
SURFACE
12"
FACE OF CURB
BLOCK-OUT LIMIT IF NOT
MONOLITHIC WITH STREET
PAVEMENT
12"
BLOCK-OUT LIMIT IF NOT
MONOLITHIC WITH STREET
PAVEMENT
6"
6"
SIDEWALK
.5" MIN.
6"
5.5"
6"
DIAMOND GRID GALVANIZED
STEEL PLATE INSTALLED AT
SIDEWALK CROSSING FLUME
FLUSH WITH SIDEWALK.
8"
COUNTERSUNK
METAL ANCHOR
SHALL NOT
PROTRUDE ABOVE
SURFACE
3/
6"
18"
COUNTERSUNK
METAL ANCHOR
SHALL NOT
PROTRUDE ABOVE
SURFACE
STREET LEVEL
R=
DEPARTMENT OF ENGINEERING
SHEET :
SD-P46
STANDARD CONSTRUCTION DETAILS
PAVING
10' R.O.W.
2.5' MCB
#4 BARS ON 12" CENTERS
2"
#4 BAR
8"
6"
30"
21"
5"
14'
DATE:
APR. 2001
53' R.O.W.
33' B-B STREET
C
L
14'
MOUNTABLE CURB SECTION (MCB)
4"
FLOW LINE
12"
#3 BAR
2.5' MCB
#4 BAR
10' R.O.W.
3600 PSI REINF CONCRETE
10"
18"
R1
"
4"
6"
7"
CROWN
DEPARTMENT OF ENGINEERING
ALTERNATE STREET R.O.W.
SECTION FOR MOUNTABLE CURB
REV DATE:
MAY 2017
SHEET :
SD-P47
STANDARD CONSTRUCTION DETAILS
PAVING
MAILBOX DETAIL
DEPARTMENT OF ENGINEERING
DATE:
DEC 2008
REV DATE:
SHEET :
SD-P48
22.5
9.25
NOTE:
SIDEWALK PAVEMENT REFER TO
CITY OF ALLEN STANDARD SD-P33
FOR SECTION & DETAIL
MAILBOX SIZES
* MAXIMUM ALLOWED DIMENSIONS FOR MAILBOX
HEIGHT
WIDTH
TYPICAL MAILBOX SIZE IN INCHES
MAILBOX SHALL BE MADE OF LIGHTWEIGHT SHEET METAL OR
LIGHTWEIGHT PLASTIC. HEAVY STEEL, CAST IRON OR
DECORATIVE MAILBOXES SHALL NOT BE USED. U.S. POSTAL
MAILBOX REQUIREMENTS ARE IN POSTAL BULLETIN No. 21907
PLAN
MAIL BOX
SEE SIZES
A
ENLARGE TYPE 5
SUPPORT/FOUNDATION
FOR TWO MAILBOXES, MAINTAIN 1' SPACING BETWEEN
MAILBOXES AND 1.5' FROM JOINT TO EACH MAILBOX.
NOTE:
FRONT OF MAILBOX LINES UP WITH BACK OF CURB.
MOLDED PLASTIC MAILBOXES SHALL BE INSTALLED ON 4" X 4' TREATED TIMBER
POSTS ONLY. POST MAY BE SET IN LOW STRENGTH GROUT. THE USE OF STEEL
PIPE OR STRUCTURAL TUBING IN PLACE OF TIMBER POST IS PROHIBITED.
MAILBOX SHALL BE STEP 2 MODEL # 533800 OR APPROVED EQUAL.
ONE PIECE MOLDED PLASTIC MAILBOXES
SECTION A
MAILBOX SHALL BE
MARKED WITH
HOUSE NUMBER
TYPICAL MOLDED
PLASTIC MAILBOX