HomeMy WebLinkAboutC600 Details6
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PRECAST CONCRETE PARKING
BARRIER WITH 2 #3 REBARS
USE 4000 PSI CONCRETE
5 REBAR
1' -6' LONG
WITH 3/4"
HOLE CAST
CURB, BUILDING, EDGE OF
PAVEMENT OR STRIPES
PRECAST CONCRETE WHEEL STOP
NO SCALE
r BEVELED EDGE
CONTINUOUS
METAL CAP REQUIRED
6" STD- STEEL
PIPE PAINTED
SLOPE CONC. 1' ABOVE
FINISH W/ STEEL TROWEL
PAVEMENT
4,
s
0
co
GUARD POST DETAIL
NO SCALE
16 GAUGE BONDERIZED STEEL SIGN
SCREEN PRINT SYMBOL
INTERNATIONAL SYMBOL OF ACCESSIBILITY
MEETING INDIANA ACCESSIBILITY CODE
AND THE AMERICANS WITH DISABILITIES
ACT CRITERIA
ACCESSIBLE VAN PARKING SIGN TO
MEET AMERICANS WITH DISABILITIES
ACT CRITERIA AND ALL STATE AND
LOCAL CODES AT VAN SPACE
"U" TYPE FLANGED GALV. STEEL
SIGN POST CENTERED IN 6" DIA.
STEEL PIPE FILLED W/ CONC.
SLOPE CONC. 1" ABOVE
FINISH W/ STEEL TROWEL
FINISH GRADE
1/2' EXP. JOINT WITH
PREMOULDED JOINT FILLER
y a I N•
14t 1`
#5 12' LONG t 8"
EACH WAY
EARTH
CONCRETE FOOTING
BLUE
12'
WICKAPPED
VAN 00014
WHITE
Pr)
i
a
co
A
e
DISABLED PARKING SIGN
NO SCALE
VERIFY LETTERING SIZE
AND STYLE WITH
LOCAL AUTHORITY
PROPOSED
BUILDING
1/2" PREFORMED
EXPANSION MATERIAL
EXPANSION JOINT TO
BOTTOM OF PAVEMENT
APPLIED JOINT SEALER
TOOLED EDGE
10' OR FULL PANEL
EXPANSION JOINT AT
BUILDING DETAIL
NO SCALE
CONCRETE
1/8' -1 1/4' DEEP SAWED
OR TOOLED JOINT WITH JOINT SEALER
CrYF'-)
NOTE SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL.
SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND.
(COLOR NO. 105090 IN FEDERAL STANDARDS 595a) DOUBLE
COAT. (TYP.) SYMBOL SHALL MEET INDIANA ACCESSIBILITY
CODE AND THE AMERICANS WITH DISABILITIES ACT CRITERIA.
DISABLED PAVEMENT SYMBOL
NO SCALE
COMPACTED SUBGRADE
GRANULAR
BACKFILL
VARIES
6
4' REBAR CONT. AT
TOP BOTTOM
1.) CONTRACTION JOINTS TO BE
A MINIMUM OF 1 1/2" DEEP
2.) SEE CONCRETE WALK SECTION FOR
LOCATION OF JOINTS.
3.) FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS. I 6"
SECTION A —A
APPUED ANTI- SPALUNG
COMPOUND
1 "RADIUS TOOLED
ROUND EDGE
PAVEMENT
s
x)
6x6 10/10
WELDED
WIRE FABRIC
SECTION B —B
A
.Y .L .Y J• d- L J• .b
r L .V .Y •V i W L y W i
GRASS W
W W •Y y W W y W W W W W .Y
W W W W W W W W
PLAN VIEW
NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF
RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A
HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER -TO- CENTER SPACING OF
NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING
SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON -UGHT.
THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF
THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES
SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR
SOUND -ON -CANE CONTACT.
DISABLED RAMP WITH MULTIPLE
DISABLED STALLS ALONG A WALK DETAIL
NO SCALE
1/4" PER 1' -0" SLOPE
ON BOTH SLABS
a‘t
COMPACTED GRANULAR
AGGREGATE
4" CONC. SLAB WITH
6x6 8/8 WELDED
WIRE FABRIC
a
I p a S •fi -44.x/ .04 fo r i et•
6" CONC. SLAB WITH
#3 BARS, 12 "O_C.
BOTH WAYS
TYPICAL TRASH PAD SECTION
NO SCALE
TOOL BOTH SIDES OF
EXPANSION JOINT
EXPANSION JOINT TO
BOTTOM OF PAVEMENT
APPLIED JOINT SEALER
1/2* PREFORMED
EXPANSION MATERIAL
CONCRETE SLAB
EXPANSION JOINT DETAIL
NO SCALE
PAVEMENT—/
TRANSVERSE EXPANSION JOINTS (IYP.)
100'
NOTE:
WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT,
EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT
THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB
AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/r
ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO
CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB
IS CONSTRUCTED. EXPANSION JOINTS SHOULD BE PLACED AT
THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED
100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 10
FOOT SPACING.
CURB JOINT DETAIL
NO SCALE
TOP OF CURB
BOTTOM OF CURB
TRANSVERSE CONTRACTION JOINTS (TYP.)
MACHINE EXTRUDED CONCRETE CURB. PROVIDE
CONTROL JOINTS 0 10` -O" ON CENTER.
CURBS TO BE BONDED TO PAVEMENT WITH
EPDXY RESIN PER MANUFACTURERS
RECOMMENDATIONS. CURE AND SEAL TO ATTAIN
MAXIMUM MOISTURE RETENTION.
APPLY EPDXY
UNDER CONCRETE CURB
I I //A
iii �i�i i9 i; i�'if� te,f•' �111iy
#ifs 4StItOtt r f �Ji> a l iietkefi A::•- •WatOl fi 4
111„ 1 111, i 1 111 I I I
111 11!1!1 -111
ASPHALT SURFACE COURSE
ASPHALT BINDS R COURSE
CRUSHED STONE BASE
COMPACTED SUBGRADE
EXTRUDED CONCRETE CURB DETAIL
NO SCALE
la
141 'ii:ti:ti i
EXPANSION JOINT
4" GRANULAR
BACKFILL
COMPACTED AND
WELL DRAINED
SUBGRADE
CONCRETE STOOP DETAIL
(ADJACENT TO SIDEWALK)
NO SCALE
SLOPE 1/4" PER 1 -0
TOOLED EDGE
FINISH GRADE
6x6 10/10 WELDED FACE UILDING
WIRE FABRIC
BROOM FINISH k
1/4" FT- r)
TURN DOWN SLAB
1' -0' BELOW GRADE
ON OUTER SIDES
TURN DOWN SLAB
1' -0" BELOW GRADE
ON OUTER SIDES
CONCRETE STOOP DETAIL
NO SCALE
COMPACTED AND WELL
DRAINED SUBGRADE
EXPANSION JOINT O BUILDING
FLOOR SLAB
EXPANSION JOINT
CD BUILDING
FLOOR SLAB
4" GRANULAR
BACKFILL
4' GRANULAR BACKFILL
GRADE PLANS AS PER
NOTE PAVEMENT SECTION BASED
ON TYPICAL SITE CONDITIONS.
ANY AREAS OF BAD SOILS MUST
BE REMOVED AND RECOMPACTED
TO 957E MODIFIED PROCTOR.
1" H.A.C. SURFACE
2" H.A.C. BINDER
6' COMPACTED AGGREGATE X53
11-
COMPACTED SUBGRADE
REGULAR DUTY
TYPICAL PAVEMENT SECTION
NO SCALE
GRADE
PLANS AS PER
if Irt *Sr Ntrer
I I 1 111 ii- ,11-111 1
I 1 I
I 1 11' 11
NOTE: PAVEMENT SECTION BASED
ON TYPICAL SITE CONDITIONS.
ANY AREAS OF BAD SOILS MUST
BE REMOVED AND RECOMPACTED
TO 95% MODIFIED PROCTOR.
HEAVY DUTY
TYPICAL PAVEMENT SECTION
NO SCALE
H.A.C. SURFACE
3" H.A.C. BINDER
3' COMPACTED AGGREGATE #53
I 5" COMPACTED AGGREGATE #2
COMPACTED SUBGRADE
GRANULAR
BACKFILL
TOOLED CONTRACTION JOINT
1/4* WIDE, MIN. 1 1/2" DEPTH
1/8 FT.
11141
COMPACTED SUBGRADE
VARIES
4' REBAR CONT. AT
TOP BOTTOM
t CONT ON JOINTS j0�BEE Ti EP A 11
2.) SEE CONCRETE WALK SECTION FOR
LOCATION OF JOINTS.
3.) FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS.
INTEGRAL WALK AND CURB
NO SCALE
APPUED ANTI SPALUNG
COMPOUND
t
0
PAVEMENT
M
1'RADIUS TOOLED
ROUND EDGE
r
6x6 10/10
WELDED
WIRE FABRIC
4" GRANULAR BACKFILL
TOOLED CONTROL JOINT 1/4"
WIDE, MIN. 1" DEPTH
APPLIED ANTI- SPALUNG
COMPOUND
COMPACTED AND WELL
DRAINED SUBGRADE
.rW1v���14�1
ill 111= 1 11 =1 11 =1 1 =111 =11
11 1! 1;,111- 111.;,111-
6x6 10/10 WELDED
WIRE FABRIC
BROOM FINISH
NOTES:
1.) CONTROL JOINTS 5' -0" O.C. MAX.
(SEE PLANS FOR ANY VARIATIONS)
2.) EXPANSION JOINTS 20' -0" O.C. MAX.
(SEE PLANS FOR ANY VARIATIONS)
4' CONCRETE WALK DETAIL
NO SCALE
1—
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NOTE:
JOINTS SHALL BE CUT
WITH A JOINTER HAVING A
RADIUS OF 1/4* AND FILLED
WITH JOINT FILLER.
BETWEEN
CONTROL JOINTS
I-
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20' BETWEEN EXPANSION JOINTS (MAX.) I
I
CONCRETE WALK SECTION
NO SCALE
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(1)
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I.
a
PRECAST CONCRETE PARKING
BARRIER WITH 2 #3 REBARS
USE 4000 PSI CONCRETE
5 REBAR
1' -6' LONG
WITH 3/4"
HOLE CAST
CURB, BUILDING, EDGE OF
PAVEMENT OR STRIPES
PRECAST CONCRETE WHEEL STOP
NO SCALE
r BEVELED EDGE
CONTINUOUS
METAL CAP REQUIRED
6" STD- STEEL
PIPE PAINTED
SLOPE CONC. 1' ABOVE
FINISH W/ STEEL TROWEL
PAVEMENT
4,
s
0
co
GUARD POST DETAIL
NO SCALE
16 GAUGE BONDERIZED STEEL SIGN
SCREEN PRINT SYMBOL
INTERNATIONAL SYMBOL OF ACCESSIBILITY
MEETING INDIANA ACCESSIBILITY CODE
AND THE AMERICANS WITH DISABILITIES
ACT CRITERIA
ACCESSIBLE VAN PARKING SIGN TO
MEET AMERICANS WITH DISABILITIES
ACT CRITERIA AND ALL STATE AND
LOCAL CODES AT VAN SPACE
"U" TYPE FLANGED GALV. STEEL
SIGN POST CENTERED IN 6" DIA.
STEEL PIPE FILLED W/ CONC.
SLOPE CONC. 1" ABOVE
FINISH W/ STEEL TROWEL
FINISH GRADE
1/2' EXP. JOINT WITH
PREMOULDED JOINT FILLER
y a I N•
14t 1`
#5 12' LONG t 8"
EACH WAY
EARTH
CONCRETE FOOTING
BLUE
12'
WICKAPPED
VAN 00014
WHITE
Pr)
i
a
co
A
e
DISABLED PARKING SIGN
NO SCALE
VERIFY LETTERING SIZE
AND STYLE WITH
LOCAL AUTHORITY
PROPOSED
BUILDING
1/2" PREFORMED
EXPANSION MATERIAL
EXPANSION JOINT TO
BOTTOM OF PAVEMENT
APPLIED JOINT SEALER
TOOLED EDGE
10' OR FULL PANEL
EXPANSION JOINT AT
BUILDING DETAIL
NO SCALE
CONCRETE
1/8' -1 1/4' DEEP SAWED
OR TOOLED JOINT WITH JOINT SEALER
CrYF'-)
NOTE SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL.
SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND.
(COLOR NO. 105090 IN FEDERAL STANDARDS 595a) DOUBLE
COAT. (TYP.) SYMBOL SHALL MEET INDIANA ACCESSIBILITY
CODE AND THE AMERICANS WITH DISABILITIES ACT CRITERIA.
DISABLED PAVEMENT SYMBOL
NO SCALE
COMPACTED SUBGRADE
GRANULAR
BACKFILL
VARIES
6
4' REBAR CONT. AT
TOP BOTTOM
1.) CONTRACTION JOINTS TO BE
A MINIMUM OF 1 1/2" DEEP
2.) SEE CONCRETE WALK SECTION FOR
LOCATION OF JOINTS.
3.) FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS. I 6"
SECTION A —A
APPUED ANTI- SPALUNG
COMPOUND
1 "RADIUS TOOLED
ROUND EDGE
PAVEMENT
s
x)
6x6 10/10
WELDED
WIRE FABRIC
SECTION B —B
A
.Y .L .Y J• d- L J• .b
r L .V .Y •V i W L y W i
GRASS W
W W •Y y W W y W W W W W .Y
W W W W W W W W
PLAN VIEW
NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF
RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A
HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER -TO- CENTER SPACING OF
NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING
SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON -UGHT.
THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF
THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES
SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR
SOUND -ON -CANE CONTACT.
DISABLED RAMP WITH MULTIPLE
DISABLED STALLS ALONG A WALK DETAIL
NO SCALE
1/4" PER 1' -0" SLOPE
ON BOTH SLABS
a‘t
COMPACTED GRANULAR
AGGREGATE
4" CONC. SLAB WITH
6x6 8/8 WELDED
WIRE FABRIC
a
I p a S •fi -44.x/ .04 fo r i et•
6" CONC. SLAB WITH
#3 BARS, 12 "O_C.
BOTH WAYS
TYPICAL TRASH PAD SECTION
NO SCALE
TOOL BOTH SIDES OF
EXPANSION JOINT
EXPANSION JOINT TO
BOTTOM OF PAVEMENT
APPLIED JOINT SEALER
1/2* PREFORMED
EXPANSION MATERIAL
CONCRETE SLAB
EXPANSION JOINT DETAIL
NO SCALE
PAVEMENT—/
TRANSVERSE EXPANSION JOINTS (IYP.)
100'
NOTE:
WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT,
EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT
THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB
AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/r
ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO
CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB
IS CONSTRUCTED. EXPANSION JOINTS SHOULD BE PLACED AT
THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED
100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 10
FOOT SPACING.
CURB JOINT DETAIL
NO SCALE
TOP OF CURB
BOTTOM OF CURB
TRANSVERSE CONTRACTION JOINTS (TYP.)
MACHINE EXTRUDED CONCRETE CURB. PROVIDE
CONTROL JOINTS 0 10` -O" ON CENTER.
CURBS TO BE BONDED TO PAVEMENT WITH
EPDXY RESIN PER MANUFACTURERS
RECOMMENDATIONS. CURE AND SEAL TO ATTAIN
MAXIMUM MOISTURE RETENTION.
APPLY EPDXY
UNDER CONCRETE CURB
I I //A
iii �i�i i9 i; i�'if� te,f•' �111iy
#ifs 4StItOtt r f �Ji> a l iietkefi A::•- •WatOl fi 4
111„ 1 111, i 1 111 I I I
111 11!1!1 -111
ASPHALT SURFACE COURSE
ASPHALT BINDS R COURSE
CRUSHED STONE BASE
COMPACTED SUBGRADE
EXTRUDED CONCRETE CURB DETAIL
NO SCALE
la
141 'ii:ti:ti i
EXPANSION JOINT
4" GRANULAR
BACKFILL
COMPACTED AND
WELL DRAINED
SUBGRADE
CONCRETE STOOP DETAIL
(ADJACENT TO SIDEWALK)
NO SCALE
SLOPE 1/4" PER 1 -0
TOOLED EDGE
FINISH GRADE
6x6 10/10 WELDED FACE UILDING
WIRE FABRIC
BROOM FINISH k
1/4" FT- r)
TURN DOWN SLAB
1' -0' BELOW GRADE
ON OUTER SIDES
TURN DOWN SLAB
1' -0" BELOW GRADE
ON OUTER SIDES
CONCRETE STOOP DETAIL
NO SCALE
COMPACTED AND WELL
DRAINED SUBGRADE
EXPANSION JOINT O BUILDING
FLOOR SLAB
EXPANSION JOINT
CD BUILDING
FLOOR SLAB
4" GRANULAR
BACKFILL
4' GRANULAR BACKFILL
GRADE PLANS AS PER
NOTE PAVEMENT SECTION BASED
ON TYPICAL SITE CONDITIONS.
ANY AREAS OF BAD SOILS MUST
BE REMOVED AND RECOMPACTED
TO 957E MODIFIED PROCTOR.
1" H.A.C. SURFACE
2" H.A.C. BINDER
6' COMPACTED AGGREGATE X53
11-
COMPACTED SUBGRADE
REGULAR DUTY
TYPICAL PAVEMENT SECTION
NO SCALE
GRADE
PLANS AS PER
if Irt *Sr Ntrer
I I 1 111 ii- ,11-111 1
I 1 I
I 1 11' 11
NOTE: PAVEMENT SECTION BASED
ON TYPICAL SITE CONDITIONS.
ANY AREAS OF BAD SOILS MUST
BE REMOVED AND RECOMPACTED
TO 95% MODIFIED PROCTOR.
HEAVY DUTY
TYPICAL PAVEMENT SECTION
NO SCALE
H.A.C. SURFACE
3" H.A.C. BINDER
3' COMPACTED AGGREGATE #53
I 5" COMPACTED AGGREGATE #2
COMPACTED SUBGRADE
GRANULAR
BACKFILL
TOOLED CONTRACTION JOINT
1/4* WIDE, MIN. 1 1/2" DEPTH
1/8 FT.
11141
COMPACTED SUBGRADE
VARIES
4' REBAR CONT. AT
TOP BOTTOM
t CONT ON JOINTS j0�BEE Ti EP A 11
2.) SEE CONCRETE WALK SECTION FOR
LOCATION OF JOINTS.
3.) FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS.
INTEGRAL WALK AND CURB
NO SCALE
APPUED ANTI SPALUNG
COMPOUND
t
0
PAVEMENT
M
1'RADIUS TOOLED
ROUND EDGE
r
6x6 10/10
WELDED
WIRE FABRIC
4" GRANULAR BACKFILL
TOOLED CONTROL JOINT 1/4"
WIDE, MIN. 1" DEPTH
APPLIED ANTI- SPALUNG
COMPOUND
COMPACTED AND WELL
DRAINED SUBGRADE
.rW1v���14�1
ill 111= 1 11 =1 11 =1 1 =111 =11
11 1! 1;,111- 111.;,111-
6x6 10/10 WELDED
WIRE FABRIC
BROOM FINISH
NOTES:
1.) CONTROL JOINTS 5' -0" O.C. MAX.
(SEE PLANS FOR ANY VARIATIONS)
2.) EXPANSION JOINTS 20' -0" O.C. MAX.
(SEE PLANS FOR ANY VARIATIONS)
4' CONCRETE WALK DETAIL
NO SCALE
1—
z
N
I-
z_
O
J
0
re
0
v
NOTE:
JOINTS SHALL BE CUT
WITH A JOINTER HAVING A
RADIUS OF 1/4* AND FILLED
WITH JOINT FILLER.
BETWEEN
CONTROL JOINTS
I-
z
O
J
z
O
U
20' BETWEEN EXPANSION JOINTS (MAX.) I
I
CONCRETE WALK SECTION
NO SCALE
c
0
0
0
m
0
Q
J 6