CC - Item 3J (part 3) - RFB Curb Ramps ConstructionProduct Data Sheet
Edition 8.2003
Identification no. C370
Sikadur AnchorFi~ 1
Sikes ~zr® nchorFix-1
Modified-acrylic anchoring adhesive
Description
Where to Use
Sikadur AncharFlz-i is.a twe-oomponsnt, solvent- and styrsne-free, modlfled-acrylic anchoring adhesive.
threaded rods, hops and special fastening systems
As a fast-curing anchoring adhesive for all grades of rehars,
Install in concrete and masonry base materials.
e Low sensitivity to mixing errors.
a Fast-curing.
e Styrene-free, advent-free
u Law odor.
a Law waste. and uality caulking gun or sausage gun.
e Can be dispensedlmixed with a standard, g . q p g stem. Ready-to-use
10 fl.oz. 1300 ml) of 20 fl.oz. (550 ml) two-component celausalbee un PO fl.oz.}.artridge" sy
with a standard, good quality caulking gun (10 g. oz.) or, g g ( i
85°F (3g°C). - 3 min. 25 rp n. _
a8°F (20'C)' 7 min. 50 min.
5o°F (10°C) 22 min. 160 min.
41°F (5°C) -50 min: 200 min.
14°F -30°C 80 min. 24 hrs.
e
IRWANT: Possible'senaigzedon/allergic me.o fon possible with prolonged. contact.
hafatlan: Move to fresh air; Ingestion: If
I
n
Caution
Eyes: Rinse far t6 minutes; Skin: Wash with soap and water:.
sicken immediately with elf cases If symptoms persist.
tact a phy
First Aid
'swallowed, do not Induce vemigng. con
ersanal protective equipment. Oispase ofin.
Spfif or Leak ~ vamilate area, collect with absarbent material. Wear propaGp
rdance with local, state and federal anvironmenlal regulations.
) tg Prevent tltract
i
aeeo
ng
lea(cloth
aqd Storage Avoid direct rnntact. Wear protecgva equipment (chemical resistant g Use. Us,
ve any contaminated clothing after use. Uae adequate vend h ski. a adequate
h sk n and hands
e
li
W
mo
as
gg
Hand
contact with skin and eyes. R
en doors and windows and use aq NIOSH approvetl respirator.
o
bi
p
e,
vepgiagon Is unevalle
after use.
_ . _ I~.itdrig date.
usetl:WikCRfi~.3.~1~~t~65b':df7r1ffiti
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8tgaa9i3ant'bns a4d'n"F{A-27 C)and:orrt df dtreotsuAltt
Campd`riefits.~p'a'th' mixed. untfeh`':i. OY
C64br
. component'A':Cgmponent`g' .10:1 by volume
NTlzlna3~f~atlo
' Comp. 'A+'B' mixed: non-sag, Dreamy paste
°
C)
Cans'(sEenty
Substrate and ambient: 14°-86°F (-10°-36
. (Ioattori~Temperatures
75 lbs./gel. (0.33 kg/l)
Asp 2
.
Density (ryllxed) _ _
Load Capacities -Threaded Rod
.
5
a,e,°
.ao«°u.rwn° r„isva aw~ad sw..em
-may ' es a '^p0p" 1) Allowable loads are based on a minimum safety
-
afety may a
f
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o
si
s
MP°ic°nN° factor of 3. Higherfactors o
Ilcatlonandlob site
"P°+°nv°"
ending bn actual app
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rante
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a-,rc eau ,pea M. conditions.
concrete basemateria(Nickness must
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l
gas +Aso ''15
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'
:
se
.
ms
mum
2 Min
a-n be 1.5 times the anchor embedment depth.
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.
.
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-
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;
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o
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f bond or steel sttength.
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isea
lesser o
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acing and
hor sp
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ra
nc
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412 oleo ~dssn iws "`For lnformatlon on the affects of
Distance an adhesive anchor performan
isms
'
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-
ar
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ra ds1 q~
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' contact sika's Technical service Department.
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APWA STANDARD PLANS
r
1
A 915 mm (3') MIN
20 mm 4'
i mm (3') IN del TRANSITION
x 4:1 MIN
N1f
Y
915 mm xx 33
(3') MIN n NOTE 8 Y
.._m......... ¢ v
NOTE 2 a a
ii 8.33
MAX
CURB I X I I X
CURB FACE 220 mm
x (4')
TYPE 1
AOR B
1
1220 mm (4'
mm MIN
R
(
N
I
E BREAK
GRA
Y NOTE 8
~
D
3
3 NOTE 2
~I
<
v
:
:1:
8
3
N
.
i
t:ra
MAX
CURB
X
CURB FACE
122 mm
'
(4
)
AOR B
SEE FIGURE 1
TYPE 2
CASE A
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANM~DCPLAN
PROMULG~lEO BY TIE
PUBLIC WORN6 STANDARDS INC. CURB RAMP
mf
-ENBOOR CAMMITIEE
1BBT
REV. 1906, 2000, 2005
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 10
BCR
2% MAX
1220 mm 4' GRADE BREAK
Y 915 mm 3 MIN
a E \ NOTE 8
E
00 N
0 "r-
Y\l~~y:. Q•
NO 2
PLANTING
a AREA
CURB ~9+ TYPE 3
CURB FACE
WHERE PLANTING AREA IS
ADJACENT TO THE CURB RAMP,
USE CASE A, TYPE 6
z d-
1220 mm 4'
E E 915 mm 3 MIN
E
V N N
X
Y m~
NOTE
PLANTING `
na. AREA `v
CURB
CURB FACE
WHERE PLANTING AREA IS
ADJACENT TO THE CURB RAMP,
USE CASE A, TYPE 6
2% MAX
GRADE BREAK
NOTE 8
\ BCR
9
y `?Jy ~ s9 ~ n
TYPE 4
CASE A
AORB
1220 mm
R
915 mm 3
R
MIN
I I
NOTE 2
8.33%
~I
x
8.33%
ADE BREAK
3
N Q
N
<
x
N Q
a
PLANTING AREA
NOTE 8
PLANTING AREA
CURB
CURB FACE
00
1 (4)
n
~j
AOR B
SEE FIGURE 1
TYPE 5
PARKWAY
P~
1220 mm (4')
915 mm (3') MIN
Ix'
NI
R rz
9
NOTE 2
N
PLANTING AREA
CURB FACE'
IF PLANTING AREA IS NOT
ADJACENT TO SIDE FLARE, USE
'Y' PER TABLE 2 FOR THAT FLARE
TYPE 6
O~GJ~
P4~ ~
CASE A
w
2%
MAX ~
z
z
1 ~1 a
C
z-x z-x
915 mm
'
3
MIN
Y 3
NOTE 2
R
'
N< N~ N6
~ 'L x
R
~
~
a a
8.337 8.337
NOTE 8
CURB
CURB
FACE
x x
1220 mm
C N
TYPE 1
2%
-MA-7
Y
3
NL
U
,2
~
NOTE
CURB'
CURB FACE
CASE B
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
CURB RAMP
TYPE 2
111-3
A
6
SKEW ANGLE a=~
OFFSET b=0
UNLESS OTHERWI
NOTED ON PLAN
CASE C
Z
B
3
E
0
SEE DETAIL
a
N
A, B, C. OR [
A
>
N
<
3
NOTE 2
Y
a
1 mm
PLANTING (3') MIN
AREA
REGRADE-
CURB
CURB
FACE
(3') MIN
SEE DETAIL A, B,
C OR D,,,
A
3
Y
3 ¢
f~
NOTE 8
<
U
6
U
a
a
NOTE 2--~
CURB
CURB FACE
OTE 2
TYPE 2
CASE D
STANDARD PLAN
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION METRIC
11
CURB RAMP 1_
SHEET 5 OE
F 10
/NOTE 8
A A TYPE 1
5% MAX
X=1220 mm (4')
IF ADJACENT TO
PLANTING AREA,
OTHEWISE SEE TABLE 1
Z
m
~M
J EE
N
S
1220 mm (4')
915 mm (3') MIN
m,
~*,~N
O
MAX
Q
E
E
Q ZOR
3
B LESS
A O
R
d
N
S
t
-
~
r
< 1220 mm (4
3
:l 915 mm (3') M
Y
N
a
PLANTING
°
AREA
CURB
A DR
B
j
CURB FACE
w
a
X=1220 mm 4'
1220 mm X
WHEN ADJACENT
(4)
TO PLANTING AREA
}X
~x
MARKED
CROSSWALK
S
NOTE
2
E2
y ~
\
x
3
I
I
3
~
~ U
N
Q U
a
CURB'
CURB FACE
E O 1
E
N MARKED
5% MAX CROSSWALK
GRADE BREAK
X X
1220 mm NOTE 8 TYPE 2
( (4
'EJ
ix CASE E
\ MARKED
CROSSWALK
BREAK
E...O
N a Q `MARKED'
MAX CROSSWALK
NOTE 2 TYPE 1
NOTE 8
SEE NOTE 6~
R
EXISTING
ROADWAY 5`k
SEE NOTE 6-
R
EXISTING
ROADWAY 5z
SEE NC
EXISTING
ROADWAY
Y
mm k,))
.TOP OF
RAMP
%2-0 CURB AND GUTTER
SECTION A-A
USE FIGURE 1 TO DETERMINE
WHICH OF SECTIONS A-A, B-B
PARKWAY [OR C-C IS APPROPRIATE.
!Zc 1220 4'
~ DEPRESS BACK OF WALK
SEE DETAIL A, B. C OR D.
/ SHEET 10.
UTTEI3-
42-0 CURB AND 'G
SECTION B-B
SECTION R-R
-7 OR I FRS
DEPRESS BACK OF WALK
SEE DETAIL A, B. C OR D,
/ SHEET 10.
SIDEWALK
111-3
SECTION C-C
SECTION S-S
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
CURB RAMP
PARKWAY WIDTH, m
1.2
(4') MIN
1.5 1.8 2.1 2.4 2.7 3.0 3.3 3.6 3.9 4.2 4.5 4.8 5.1
(5') (6') (7') (8') (9') (10') (11') (12') (13') (14') (15'
'
'
5.4 5.7 6.0
'
'
'
25 (1")-
) (16
) (17
) (
18
) (19
) (20
50 (2")-
"
75
(3
)
E 100 (4")
,9
E 125 (5") 1
\
SECTION A-A
u
LANDING = 1220 mm (4'
'L
u 150 (6")
Z
G
.
a
"
9
7S
Li 175 (7
)
~
U
200 (8") N
~3•
U 225 (9")
Q 250 (101p)
SECTION B-B
CALCULATE Z DIMENSION
Q 275 (11
PER FORMULA BELOW
Z 300 (12")
OR MORE
FIGURE 1 - SECTION USAGE
NORMAL
CURB FACE,
mm (INCHES)
X, mm (FT)
SECTION Y-Y
Y, mm (FT)
50 (2")
1200 (4.00') MIN
790 (2.63')
75 (3")
1200 (4.00') MIN
1185 (3.95')
100 (4")
1200 (4.00')
1580 (5.26')
125 (5")
1500 (5.00')
1975 (6.58')
150 (6")
1800 (6.00')
2370 (7.90')
175 (7")
2100 (7.00')
2765 (9.21')
200 (8")
2400 (8.00')
3160 (10.53')
225 (9")
2700 (9.00')
3555 (11.84')
WHERE FIGURE 1 SHOWS USE OF SECTION B-B, FIGURE Z
DIMENSION AS FOLLOWS:
W = PARKWAY WIDTH
L = LANDING WIDTH, 1220 mm (4') TYP, 915 mm (3') MIN
Z = [(Y+L)-W] x 0.760
IF (Y+L) < W, THEN Z = 0
TABLE 1 SHOWS X FOR A FLARE SLOPE OF 8.339 AT
THE CURB FACE. IF L IS 1220 mm (4') OR MORE, X
MAY BE MULTIPLIED BY 0.833 FOR A MAXIMUM FLARE
SLOPE OF 109 AT THE CURB FACE.
250 (10")
3000 (10.00')
3950 (13.16')
275 (11")
3300 (11.00')
4340 (14.47')
300 (12")
3600 (12.00')
4735 (15.79')
occ GHEE v tUK STREET SLOPE
ADJUSTMENT FACTORS, ALL STREETS
TABLE 1 - X AND Y VALUES
TABLE 1 REFERENCE FORMULAS:
X = CF / 8.3339
Y = CF / (8.3339 - 29 WALK CROSS SLOPE)
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
CURB RAMP
111-3 11
1220 mm (4')
mm MIN
Z. D, OWN
4 .
CURB" GUTTER
CURB FACE SLOPE, S
BREAK
TYPICAL CURB RAMP
X.DOWN X.UP
BACK OF WALK
S _ GUTTER
SECTION T-T FLOW LINE
SLOPED STREET
FOR SLOPED STREETS, MULTIPLY THE DIMENSIONS PARALLEL
TO THE STREET, X AND Z, UPSTREAM AND DOWNSTREAM OF
THE RAMP, BY THE FACTORS IN THE FOLLOWING TABLE.
FOR EXAMPLE, X.DOWN = X x K.DOWN
S K.DOWN K.UP
0% 1.000 1.000
0.2% 0.977 1.025
0.5% 0.943 1.064
1% 0.893 1.136
2% 0.806 1.316
3% 0.735 1.563
4% 0.676 1.923
5% 0.625 2.500
TABLE 2 - SLOPE ADJUSTMENTS
TABLE 2 REFERENCE FORMULAS:
K.DOWN = 8.333% / (8.333% + S)
K.UP = 8.333% / (8.333% - S)
STREET SLOPE ADJUSTMENTS
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
DARD
TTRICPLAN
STANME
111-3
CURB RAMP
SHEET 9 OF 10
305 mm (12"
19 mm
3 4")
6 mm 6 mm
(1/4") (1/4")
GROOVING DETAIL
CONSTRUCT FENCE OR HANDRAIL
PER CONTRACT PLANS
)RFACE
SURFACE
DETAIL B
GRADED
SLOPE 2:1
MAX --UNPAVED SURFACE
DETAIL C
GENERAL NOTES:
0
0
0
0
O
a0
OO
OO
E
23 mm E
po
Oo
Oo
Oo
0.90 ,n
SINGLE
o
O
O
OO
O
PATTERN O "TRUNCATED DOME"
DETECTABLE WARNING DETAIL
RETAINING CURB
5 mm UNPAVED SURFACE
RETAINING CURBS 6"
DETAIL D
1. CONCRETE SHALL BE CLASS 310-C-17 (520-C-2500) CONFORMING TO
SSPWC 201-1.1.2 AND SHALL BE 100 mm (4") THICK.
2. THE RAMP SHALL HAVE A 305 mm (12") WIDE BORDER WITH 6 mm (1/4")
GROOVES APPROXIMATELY 19 mm (3/4") OC. SEE GROOVING DETAIL.
3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE GROOMED SURFACE TEXTURE
CONFORMING TO SSPWC 303-1.9.
4. USE DETAIL "A" OR "B" IF EXISTING SURFACE BEHIND LANDING IS PAVED.
5. USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED.
6. R = 900 mm (3') UNLESS OTHERWISE SHOWN ON PLAN.
7. ANGLE = A/2 UNLESS OTHERWISE SHOWN ON PLAN.
8. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS
SHALL BE PER CONTRACT DOCUMENTS.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANMETRICPLAN
111-3
CURB RAMP
SHEET 10 0E 10
xx
G, ~ w
CURB RAMP
~i x
I1p✓ w
1 EXP JT
WPJ
WPJ
1 EXP
*?3\\
CURB RAMP
WPJ
p
CL
3
3
~ DRIVEWAY
BCRw
ABBREVIATIONS:
WPJ WEAKENED PLANE JOINT BCR BEGINNING OF CURB RETURN
EXP JT EXPANSION JOINT ECR END OF CURB RETURN
NOTES:
1. WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS,
EXCEPT THAT EXPANSION JOINTS SHALL BE PLACED AT THE
BCR AND ECR IN CURB, GUTTER AND SIDEWALK, AND AROUND
WELL UTILITY POLES LOCATED IN SIDEWALK AREAS.
2. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT REGULAR
POLE INTERVALS NOT EXCEEDING 3000 mm (10') IN WALKS AND
6000 mm (20') IN GUTTERS. JOINTS IN CURB AND WALK
JT SHALL BE ALIGNED.
3. CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM
SIDEWALK.
ECR
PROPERTY LINE -
U
(D
1Av~
III w 3 Iom
a-
x
w
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
PR= TA.. ev 1HE METRIC
PUBU O-Ae ^R°E CURB AND SIDEWALK JOINTS 112_1
°REENBOOH C°MMITIEE
1881
REV. 1099
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC. WORKS CONSTRUCTION SHEET 1 OF 1
WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADE PARALLEL TO CURB
OR PROPERTY LINE
WALK LESS THAN 1500 mm (5') WIDE
WALK ADJACENT TO PROPERTY LINE
WALK 1500 mm (5) WIDE OR WIDER
WALK ADJACENT TO PROPERTY LINE
WALK
THAN 750 mm (30"
ENTIRE WALK
750 mm (30") MIN
EARTH OR CONCRETE FILL-IN
EARTH OR CONCRETE FILL-IN
GUTTER
FILL-IN LESS THAN 1500 mm (5') WIDE
WALK
SAWCVT IF SCI
WALK ADJACENT TO CURB
WAL)(g )SWIDE m CAVATO REPLACE 750 mm (30") MIN
WALK bR WIDER SAWCVT IF LESS THAN 750 mm (30"
CURB REPLACE ENTIRE WALK
GUTTER
FILL-IN 1500 mm (5') WIDE OR WIDER
PL
WALK
SAWCVT IF SCORELINE
FILL-IN 1500 mm IF LESS THAN 750 mm (30")
5 VIDE SAWCUT
WIDER REPLACE ENTIRE flLL-IN
R
FILL-IN CAVATIO REPLACE 750 mm (30") MIN
r
GUTTER CURB
WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADE NORMAL TO CURB
OR PROPERTY LINE
(THESE REQUIREMENTS ALSO APPLY TO ENDS OF PARALLEL EXCAVATIONS)
Pl
WALK
IF AN EXCAVATION FALLS WITHIN 750 mm OF EXPANSION JOINT,
SAWCUT
F 750 (30') MIN.
CONSTRUCTION JOINT, WEAKENED PLANE JOINT, NT, EDGE, THE CONCRETE SHALL
BE REMOVED AND REPLACED TO THE JOINT OR EDGE.
FILL-IN
A ELINE, THE CONCRETE
IF AN EXCAVATION FALLS WITHIN 300 mm (12")
x
E
SHALL BE REMOVED AND REPLACED TO THE SCORELINE. THE SCORELINE SHALL BE
CURB
SAWCUT PRIOR TO REMOVAL.
THE MINIMUM LENGTH OF REPLACEMENT IN BOTH CASES SHALL BE 750 mm (30")
.
CUTTER
NOTES
1. CONCRETE WALK, FILL-IN AND DRIVEWAYS REMOVED IN CONNECTION WITH CONSTRUCTION SHALL BE REPLACED TO NEATLY
SAWED EDGES. ALL CUTS SHALL BE PARALLEL TO OR PERPENDICULAR TO THE CURB; ON CURVES, THE CUT SHALL BE
RADIAL TO THE CURB.
2. DRIVEWAY APRONS IN WHICH THE "W DISTANCE IS LESS THAN 3300 mm (it') SHALL BE REPLACED IN THEIR ENTIRETY
IF CUT IN ANY AREA.
3. DRIVEWAY APRONS IN WHICH THE 'W DISTANCE IS 3300 mm (11') OR MORE MAY BE CUT WITHIN THE "W" SECTION. THE
MINIMUM REPLACEMENT SHALL BE 750 mm (30") IN LENGTH. THE MINIMUM DISTANCE ALLOWED BETWEEN SUCH CUTS SHALL
BE 4200 mm (14').
4. DRIVEWAY APRONS IN WHICH THE 'W' ISTANCE IS 3300 mm (11') OR MORE MAY BE CUT IN THE X. OR R SECTION.
REPLACEMENT SHALL BE THE ENTIRE X OR R SECTION.
5. DRIVEWAY APRONS SHALL BE REPLACED FROM THE BACK OF THE CURB TO THE FRONT EDGE OF THE WALK, EXCEPT, WHERE
WALK IS ADJACENT TO CURB, REPLACEMENT SHALL BE FROM BACK OF CURB TO BACK OF WALK.
6. WALK PORTIONS OF DRIVEWAYS SHALL BE REPLACED AS SHOWN ABOVE FOR EXCAVATIONS MADE PARALLEL OR NORMAL
TO CURB.
7. REPLACEMENT OF THE X OR R SECTION SHALL MATCH EXISTING CONSTRUCTION.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION I
PROMULBAlEO BY iNE METRIC
PUBLIC WORKS STANDARDS INC. 113-1
CREFNBOOK COMMITTEE SIDEWALK & DRIVEWAY REPLACEMENT
BB3
REV. 1996
STREET SLOPE LESS THAN 49
1TTER TRANSITION GUTTER TRANSITION
4,FLOW IDGE
B FLOW LINE
2 GR NE STR GI
FLOW
mm CUB (s) 4500 mm
w.
LONGITUDINAL
GUTTER
Oal G Y 1500 mm
~ (V) rfp I yc
Y LINE m
ECR 5 m ECR .n °w A
'v1 °w B
z ¢ ) z¢
F p Fp
EQ 2 GUTTER GUTTER (2) E ¢z
4 ~ z XP JT W EXP J
TYPICAL CROSS GUTTER PLAN
STREET SLOPE LESS THAN 4%
STREET SLOPE 4% OR GREATER
STREET CENTERLINE
FLOW LINE
mm (27)
1
I NORMAL CF
MINUS 50 mm
GUTTER -
LEVEL `Z8u mm
SECTION A-A
I I I \'ti0 m l
rc I
m~ ECR ECR
PROPERTY PR(
LINE UNI
TYPICAL CROSS GUTTER PLAN
STREET SLOPE MORE THAN 4%
CURB
E ~
°v E (2 )
LEVEL w
iC
SECTION B-B SECTION C-C
Y SPACED
CONTACT
TS
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PRMULAAM BY 1"E STANMO~.. IcPLAN
P°BU`WUBRSSTANDARDS INC.
OREEORKS DE CROSS AND LONGITUDINAL GUTTERS 122_1
1281
REV. 1086
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET i OF 2
SECTION D-D
WEAKENED PLANE JOINT OR
OPTIONAL CONTACT JOINT
PER NOTES 1,2, AND 3
WEAKENED PLANE JOINTS
PER NOTES 1 AND 2
JOINT NEEDED WHEN
( W = 14 m (46') OR MORE
m _ ECR
1500 mm CROSS GUTTER
(5.) TYP
WEAKENED PLANE JOINTS 1500 mm
PER NOTES 1 AND 2 (5') TYP
GUTTER
TYPICAL JOINT PLAN
NOTES:
1. WEAKENED PLANE
GUTTER ATLOCATIONS/SHOWN CONTACT ( AND
TYPICAL JOINT PLAN HEREON.
2. WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 40 mm
~-1/2°) DEEP SAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN
4 HOURS AFTER CONCRETE IS PLACED.
3. DOWELS FOR CONTACT JOINTS SHALL BE #13M BARS 450 mm LONG
(#4 BARS 18" LONG).
4. PLACE A WEAKENED PLANE OR CONTACT JOINT WHERE LONGITUDINAL ALLEY
GUTTER JOINS CONCRETE ALLEY INTERSECTION.
5. ALL EXPOSED CORNERS ON PCC GUTTERS SHALL BE ROUNDED WITH 15 mm
(1/2") RADIUS.
6. CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
CROSS AND LONGITUDINAL GUTTERS
122-1
i
a
m
tY
U
ti
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25 mm 9C
E
E
Mm
CONCRETE CURB II I
AND GUTTER I
II I
e'
/
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I I
CONCRETE CURB
AND GUTER
I II
o05 mm I I f l l I
I i
E
E I
touv mm i o ~ I
w L1 900 mm I I
i
f FL _19o~3mm
FLOW ~~-~R16G j
(3') J ♦ I
WEAKENED PLANE ~II
OR CONTACT JOINT
PLAN I I I I
1 SEE DETAIL A---"j I II
1 m 25 mm CONCRETE CURB--///~~
(37 ro") AND GUTTER
100 mml loo mm
PCC SIX EQUALLY SPACED
DOWELS FOR CONTACT
JOINTS
SECTION A-A
1500 mm
(5)
T 9-
mm (0.05')
mm (0.15')
mm (0.05)
CONCRETE CURB
AND GUTTER
1,
DETAIL A
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
CROSS GUTTER AT STAND
BY
pgdAMLC~IME ISTBY
p°e°`,~K=AM96R. E
GgEEN6019 CdAMITIEE
6 .NC. T INTERSECTIONS 123-1
9
93
qEV. 1
1996
SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2
SECTION B-B
NOTES:
1. WEAKENED-PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 35 mm
(1-1/2") DEEP SAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN
24 HOURS AFTER CONCRETE IS PLACED.
2. DOWELS FOR CONTACT JOINTS SHALL BE #13M BARS 450 mm LONG
(#4 BARS 18" LONG).
3. ALL EXPOSED CORNERS SHALL BE ROUNDED WITH 15 mm (1/2") RADIUS.
4. CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED.
CROSS GUTTER AT 123-1
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANQtq, PLAN
SHEET 2 OF 2