HomeMy WebLinkAboutC500 DetailsSIDEWALK
m�
B
12 :1 (MAX)
SIDEWAU
1 4.-c-MIN.
..4
3)
I
0
0
N
N
0
0
0
c
co
0
0
i
0
0 N.
N
0
0
Q
GRANULAR BACKFILL
APPLIED ANTI SPAWNG
COMPOUND
1/4" PER 1' -0" SLOPE
ON BOTH SLABS
TOOLED CONTROL JOINT
1/4", 1 1/4" DEEP
4
i
COMPACTED GRANULAR
AGGREGATE
11 III i I I I 11= III =11 {-11 11'
NOTES: -111 -111 -1 I I -1 I I =I 11=
1.) CONTROL JOINTS 5' -0" O.C. MAX. COMPACTED WELL
(SEE PLANS FOR ANY VARIATIONS) DRAINED SUBGRADE
2.) EXPANSION JOINTS 20'-0" Q.C. MAX.
(SEE PLANS FOR ANY VARIATIONS)
6' CONCRETE SLAB DETAIL
NO SCALE
TYPICAL TRASH PAD SECTION
NO SCALE
16 GAUGE BONDERIZED STEEL SIGN
SCREEN PRINT SYMBOL
INTERNATIONAL SYMBOL OF ACCESSIBIUTY
MEETING INDIANA ACCESSIBIUTY CODE
AND THE AMERICANS WITH DISABIUTIES
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.
FINISH GRADE
1/2" E.P. JOINT WITH
PREMCULDED JOINT FILLER
EARTH
CONCRETE FOOTING
#5 12" LONG
EACH WAY
4" CONC. SLAB WITH
6x6 -88 WELDED
WIRE FABRIC
6x6 W2.9 x W2.9 WELDED
WIRE FABRIC
BROOM FINISH
SLOPE CONC. 1" ABOVE
FINISH W/ STEEL TROWEL
1
1
BLUE
WHITE
1
co
2
M
DISABLED PARKING SIGN
NO SCALE
REINF. PLACED AT
1/3 OF CONC. THICKNESS
6" CONC. SLAB WITH
#3 BARS, 12 "0.C.
BOTH WAYS
VERIFY LETTERING SIZE
AND STYLE WITH
LOCAL AUTHORITY
r4
IVA
MEI
MM
TOP OF CURB
PAVEMENT-
TRANSVERSE EXPANSION JOINTS (TYP.)
40' O.C.
BOTTOM OF CURB
TRANSVERSE CONTRACTION JOINTS (TYP.)
NOTE: 0 10' 0_C.
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 1/2"
ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. F NO
CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB
IS CONSTRUCTED. EXPANSION J0Pi1'S SHOULD BE PLACED AT
THE ENDS OF ALL. RETURNS ANO AT INTERVALS NOT TO EXCEED
100 FEET. CONTRACTION JOINTS SHOULD EIE INSTALLED AT 10
FOOT SPACING.
CURB JOINT DETAIL
NO SCALE
4
NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL
SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND.
(COLOR NO. 105090 IN FEDERAL STANDARDS 595o) DOUBLE
COAT. (`rYP.)
SYMBOL SHALL MEET INDIANA ACCESSIBIUTY
CODE AND THE AMERICANS WITH DISABIUTIES ACT CRITERIA.
DISABLED PAVEMENT SYMBOL
NO SCALE
4" GRANULAR BACKFILL
TOOLED CONTROL JOINT 1/4"
WIDE, MIN. 1" DEPTH
APPUED ANTI— SPALUNG
COMPOUND
COMPACTED AND WELL
DRAINED SUBGRADE
a t�i� sf�j ef t ffey! a- .'e�ti}rl•
few/ }lt! se }it f i via,•i sf 17,e0 Ti t
ifs �f! ►�I: �w'af��.�s�•Sl! i�'fi�.i�t
=III
I I I =1 I I, —,1 I
A
RIBBED FINISH
MAXIMUM RAMP SLOPE 12:1 j
PLAN VIEW
PAVEMENT RAMP
6x6 10/10 WELDED
WIRE FABRIC
BROOM FINISH
NOTES:
I-1 I I 1 i 11 -1 I E 1.) CONTROL JOINTS 5'-0' o.c.
(SEE PLANS FOR ANY VARIATIONS
2.) EXPANSION JOINTS 2O' —O" O.C. MAX.
(SEE PLANS FOR ANY VARIATIONS)
CONCRETE WALK DETAIL
NO SCALE
PLACE EXPANSION JOINT AT BACK
OF CURB UNE OR AT SIDEWALK UNE
SECTION A —A
`ARIES l WIDTH OF RAMP (4' MIN .2 VARIES
SECTXJN B —B
NOTE DETECTABLE WARNINGS ON WAIKING SURFACES SHALL CONSIST OF
RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A
HEIGHT OF NOMINAL 0.2 INCHES AND i CENTER —TO— CENTER SPACING OF
NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WRH ADJOINING
SURFACES, EITHER UGHT —ON —DARK. t DARK— ON —UGHT.
THE MATERIAL USED TO PROVIDE co r SHALL BE AN INTEGRAL PART OF
THE WALKING SURFACE. DETECTAB; ANINGS USED ON INTERIOR SURFACES
SHALL DIFFER FROM ADJOINING WA SURFACES IN RESIUENCY OR
SOUND —ON —CANE CONTACT.
DISABLED RAMP DETAIL
NO SCALE
6" EXTRUDED CURB
1
2'R
N
N
W
a a
0
2'
3'
l
CURB TURNOUT
NO SCALE
GRADE tAS AS PER
►IV AMMI /�I.��� /II INVICV
oil S PR E: 72
I I l
-If l l 1 11
k I
�111
REGULAR DUTY
TYPICAL PAVEMENT SECTION
NO SCALE
GRADE
AS PER
if �sspes a� �i'lsf ��"•7a�.riii►v �i'i� rr �srit�
—.41/ airlowainnes. I 7
NOTE PAVEMENT SECTION BASED
ON TYPICAL SITE CONDITIONS.
ANY AREAS OF BAD SOILS MUST
BE REMOVED AND RECOMPACTED
TO 95X MODIFIED PROCTOR.
SLOPE 1/4" PER FT.
6" HAND LAID RIPRAP
TO 9" DEPTH DOWN
TO OF DITCH
COMPACTED SUBGRADE
HEAVY DUTY
TYPICAL PAVEMENT SECTION
NO SCALE
1" H.A.C. SURFACE
r HAC_ BINDER
2" COMPACTED AGGREGATE #53
4" COMPACTED AGGREGATE #2
1 H.A.C. SURFACE
2" H.A.C. BINDER
3" COMPACTED AGGREGATE #53
5* COMPACTED AGGREGATE #2
COMPACTED SUBGRADE
CURB MODIFICATION AT ENTRANCE
NO SCALE
/s//////
?r! }mot t �iIli
����t�i �i�tif� r i
4" GRANULAR
BACKRLL
COMPACTED AND
WELL DRAINED
SUBGRADE
6' 6"
1 6
-1
III
F EXISTING CURB HEIGHT
SAWCUT TO PROPOSED
I CURB HEIGHT
I
13/
L J
EXTRUDED CONCRETE CURB DETAIL
NO SCALE
TOOLED CONTRACTION JOINT
1/4" WIDE, MIN. 1 1/2* DEPTH
1/8"/ FT.
a d
4
VARIES
"mot i �tifj�" fofsot� r �lift opt
GRANULAR
BK.KFILL
COMPACTED SUBGRADE
SLOPE 1/4" PER 1' -0"
TOOLED EDGE
FINISH GRADE
1 11 1 I.
f
II, 4
-1 111
EXPANSION JOINT
L
4" CONC. SIDEWALK W/
6x6 10/10 WELDED
WIRE FABRIC
e
1 1
a
THE LOW POINT OF THE EXISTING
CURB MUST BE MAINTAINED AND I
IN SAME LOCATION WITH NEW CURB 1
MACHINE EXTRUDED CONCRETE CURB_ PROVIDE
CONTROL JOINTS 0 10' -0" 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
4" REBAR CONT. AT
TOP BOTTOM
1.) CONTRACTION JOINT 10 BE
I I:
MINIMUM OF 1 1 2 DEEP L
2. t SE CONCRETE WALK SECTION FOR
LOCATION OF JOINTS.
3.) FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS. I 6"
t t:l %t�}
ASPHALT SURFACE COURSE
��1��lif �ii �tf tom•..•.
tr. :.�tt� ASPHALT BINDER COURSE
I I I III I I I 11 I1( 11 IrI 1 E CRUSHED STONE BASE
6"
INTEGRAL WALK AND CURB
NO SCALE
VARIES
SEE PLANS
6x6 10/10 WEIDE
WIRE FABRIC •t
/BROOM FINISH
efirlOTAIR
i ,'t i f+ i` t z
=III
I
11=
6
=TI
t
e
III
TURN DOWN SLAB
1' -0" BELOW GRADE
ON OUTER SIDES
CONCRETE STOOP DETAIL
NO SCALE
6x6 10/10 WELDED
WIRE FABRIC
BROOM FINISH
1
1/4" FT
a
1
J
TURN DOWN SLAB
1'-0" BELOW GRADE
ON OUTER SIDES
COMPACTED SUBGRADE
APPUED ANTI—SPALLING
COMPOUND
1 "RADIUS TOOLED
ROUND EDGE
PAVEMENT
BUILDING
FACE
EXPANSION JOINT 0 BUILDING
FLOOR SLAB
4" GRANULAR BACKFILL
IE I
N
COMPACTED AND WELL
DRAINED SUBGRADE
CONCRETE STOOP DETAIL
(ADJACENT TO SIDEWALK)
NO SCALE
6x6 10/10
WELDED
WIRE FABRIC
BUILDING
FACE
EXPANSION JOINT
0 BUILDING
FLOOR SLAB
4" GRANULAR
BACKFILL
0
a
n
GRANULAR
BACKFILL
TOOLED CONTRACTION JOINT
1/4" WIDE, MIN. 1 1/2" DEPTH
1/8* FF.
COMPACTED SUBGRADE L.•._.
4" REBAR 1
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.
SECTION —I
VARIES
APPUED ANTI— SPAWNG
COMPOUND
1 "RADIUS TOOLED
ROUND EDGE
PAVEMENT
6x6 10/10
WELDED
WIRE FABRIC
SECTION B —B
e� •Y W J. .V •Y W
•Y .Y W d• W le J• 4 Jr G! �1�.75 W 4 y W 4 y y W y 4 W y 4, i W
.L •4 W i y Y W i W y y 4, W J• W Y W J. y 4 •J. J. 4.
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 RESIUENCY OR
SOUND —ON —CANE CONTACT.
PLAN VIEW
DISABLED RAMP WITH MULTIPLE
DISABLED STALLS ALONG A WALK DETAIL
NO SCALE
A
W
BROWNING
DAY MULLINS
DIERDORF
/ARCHITECTS
Browning Day Mullins Dierdorf Inc
Architecture
Landscape Architecture
Planning
334 North Senate Avenue
Indianapolis, Indiana 46204
P: 317.635.5030
F: 317.634.5409
E -Mail: bdmd @bdmd,com
Browning Construction
Construction Manager
251 North Illinois Street Suite 220
Indianapolis, Indiana 46204
P: 317.630.3661
F: 317.630.3664
E -Mail:
Woolpert, LLP
Civil Design
7140 Waldemar Drive
Indianapolis, Indiana 46268 -4192
P: 317.299.7500
F: 317.291.5805
E -Mail:
Steel Services Inc.
Structural Contractor
6007 South Harding Street
Indianapolis, Indiana 46217
P: 317.783.5255
F: 317.783.5256
E -Mail:
Structural Design Inc,
Structural Design
337 Main Street Suite A
Beech Grove, Indiana 46107
P: 317.822.0204
F: 317.822.0206
E -Mail:
Edwards Electrical Mechanical
Mechanical Contractor
6831 East 32nd Street
Indianapolis, Indiana 46226
P: 317.543.3460
F: 317.543.3479
E -Mail:
Vector Consulting
Mechanical Design
212 West 10th Street Suite 0395
Indianapolis, Indiana 46204
P: 317.632.4444
F:
E -Mail:
Barth Electric Company, Inc.
Electrical
1934 North Illinois Street
Indianapolis, Indiana 46202
P: 317.924.6226
F: 317,923.6938
E -Mail:
DESIGN
DEVELOPMENT
ACES POWER MARKETING
OFFICE BUILDING
Carmel, Indiana
Project:
Drawl%
Checked:
Scale:
Issue Date:
Revision:
DETAILS
03061
PJD
GSS
AS SHOWN
05/26/04
C500
blennett, MAY 2b,
s
a.
..4
i•.
S
f.;
3)
I
0
0
N
N
0
0
0
c
co
0
0
i
0
0 N.
N
0
0
Q
GRANULAR BACKFILL
APPLIED ANTI SPAWNG
COMPOUND
1/4" PER 1' -0" SLOPE
ON BOTH SLABS
TOOLED CONTROL JOINT
1/4", 1 1/4" DEEP
4
i
COMPACTED GRANULAR
AGGREGATE
11 III i I I I 11= III =11 {-11 11'
NOTES: -111 -111 -1 I I -1 I I =I 11=
1.) CONTROL JOINTS 5' -0" O.C. MAX. COMPACTED WELL
(SEE PLANS FOR ANY VARIATIONS) DRAINED SUBGRADE
2.) EXPANSION JOINTS 20'-0" Q.C. MAX.
(SEE PLANS FOR ANY VARIATIONS)
6' CONCRETE SLAB DETAIL
NO SCALE
TYPICAL TRASH PAD SECTION
NO SCALE
16 GAUGE BONDERIZED STEEL SIGN
SCREEN PRINT SYMBOL
INTERNATIONAL SYMBOL OF ACCESSIBIUTY
MEETING INDIANA ACCESSIBIUTY CODE
AND THE AMERICANS WITH DISABIUTIES
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.
FINISH GRADE
1/2" E.P. JOINT WITH
PREMCULDED JOINT FILLER
EARTH
CONCRETE FOOTING
#5 12" LONG
EACH WAY
4" CONC. SLAB WITH
6x6 -88 WELDED
WIRE FABRIC
6x6 W2.9 x W2.9 WELDED
WIRE FABRIC
BROOM FINISH
SLOPE CONC. 1" ABOVE
FINISH W/ STEEL TROWEL
1
1
BLUE
WHITE
1
co
2
M
DISABLED PARKING SIGN
NO SCALE
REINF. PLACED AT
1/3 OF CONC. THICKNESS
6" CONC. SLAB WITH
#3 BARS, 12 "0.C.
BOTH WAYS
VERIFY LETTERING SIZE
AND STYLE WITH
LOCAL AUTHORITY
r4
IVA
MEI
MM
TOP OF CURB
PAVEMENT-
TRANSVERSE EXPANSION JOINTS (TYP.)
40' O.C.
BOTTOM OF CURB
TRANSVERSE CONTRACTION JOINTS (TYP.)
NOTE: 0 10' 0_C.
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 1/2"
ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. F NO
CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB
IS CONSTRUCTED. EXPANSION J0Pi1'S SHOULD BE PLACED AT
THE ENDS OF ALL. RETURNS ANO AT INTERVALS NOT TO EXCEED
100 FEET. CONTRACTION JOINTS SHOULD EIE INSTALLED AT 10
FOOT SPACING.
CURB JOINT DETAIL
NO SCALE
4
NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL
SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND.
(COLOR NO. 105090 IN FEDERAL STANDARDS 595o) DOUBLE
COAT. (`rYP.)
SYMBOL SHALL MEET INDIANA ACCESSIBIUTY
CODE AND THE AMERICANS WITH DISABIUTIES ACT CRITERIA.
DISABLED PAVEMENT SYMBOL
NO SCALE
4" GRANULAR BACKFILL
TOOLED CONTROL JOINT 1/4"
WIDE, MIN. 1" DEPTH
APPUED ANTI— SPALUNG
COMPOUND
COMPACTED AND WELL
DRAINED SUBGRADE
a t�i� sf�j ef t ffey! a- .'e�ti}rl•
few/ }lt! se }it f i via,•i sf 17,e0 Ti t
ifs �f! ►�I: �w'af��.�s�•Sl! i�'fi�.i�t
=III
I I I =1 I I, —,1 I
A
RIBBED FINISH
MAXIMUM RAMP SLOPE 12:1 j
PLAN VIEW
PAVEMENT RAMP
6x6 10/10 WELDED
WIRE FABRIC
BROOM FINISH
NOTES:
I-1 I I 1 i 11 -1 I E 1.) CONTROL JOINTS 5'-0' o.c.
(SEE PLANS FOR ANY VARIATIONS
2.) EXPANSION JOINTS 2O' —O" O.C. MAX.
(SEE PLANS FOR ANY VARIATIONS)
CONCRETE WALK DETAIL
NO SCALE
PLACE EXPANSION JOINT AT BACK
OF CURB UNE OR AT SIDEWALK UNE
SECTION A —A
`ARIES l WIDTH OF RAMP (4' MIN .2 VARIES
SECTXJN B —B
NOTE DETECTABLE WARNINGS ON WAIKING SURFACES SHALL CONSIST OF
RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A
HEIGHT OF NOMINAL 0.2 INCHES AND i CENTER —TO— CENTER SPACING OF
NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WRH ADJOINING
SURFACES, EITHER UGHT —ON —DARK. t DARK— ON —UGHT.
THE MATERIAL USED TO PROVIDE co r SHALL BE AN INTEGRAL PART OF
THE WALKING SURFACE. DETECTAB; ANINGS USED ON INTERIOR SURFACES
SHALL DIFFER FROM ADJOINING WA SURFACES IN RESIUENCY OR
SOUND —ON —CANE CONTACT.
DISABLED RAMP DETAIL
NO SCALE
6" EXTRUDED CURB
1
2'R
N
N
W
a a
0
2'
3'
l
CURB TURNOUT
NO SCALE
GRADE tAS AS PER
►IV AMMI /�I.��� /II INVICV
oil S PR E: 72
I I l
-If l l 1 11
k I
�111
REGULAR DUTY
TYPICAL PAVEMENT SECTION
NO SCALE
GRADE
AS PER
if �sspes a� �i'lsf ��"•7a�.riii►v �i'i� rr �srit�
—.41/ airlowainnes. I 7
NOTE PAVEMENT SECTION BASED
ON TYPICAL SITE CONDITIONS.
ANY AREAS OF BAD SOILS MUST
BE REMOVED AND RECOMPACTED
TO 95X MODIFIED PROCTOR.
SLOPE 1/4" PER FT.
6" HAND LAID RIPRAP
TO 9" DEPTH DOWN
TO OF DITCH
COMPACTED SUBGRADE
HEAVY DUTY
TYPICAL PAVEMENT SECTION
NO SCALE
1" H.A.C. SURFACE
r HAC_ BINDER
2" COMPACTED AGGREGATE #53
4" COMPACTED AGGREGATE #2
1 H.A.C. SURFACE
2" H.A.C. BINDER
3" COMPACTED AGGREGATE #53
5* COMPACTED AGGREGATE #2
COMPACTED SUBGRADE
CURB MODIFICATION AT ENTRANCE
NO SCALE
/s//////
?r! }mot t �iIli
����t�i �i�tif� r i
4" GRANULAR
BACKRLL
COMPACTED AND
WELL DRAINED
SUBGRADE
6' 6"
1 6
-1
III
F EXISTING CURB HEIGHT
SAWCUT TO PROPOSED
I CURB HEIGHT
I
13/
L J
EXTRUDED CONCRETE CURB DETAIL
NO SCALE
TOOLED CONTRACTION JOINT
1/4" WIDE, MIN. 1 1/2* DEPTH
1/8"/ FT.
a d
4
VARIES
"mot i �tifj�" fofsot� r �lift opt
GRANULAR
BK.KFILL
COMPACTED SUBGRADE
SLOPE 1/4" PER 1' -0"
TOOLED EDGE
FINISH GRADE
1 11 1 I.
f
II, 4
-1 111
EXPANSION JOINT
L
4" CONC. SIDEWALK W/
6x6 10/10 WELDED
WIRE FABRIC
e
1 1
a
THE LOW POINT OF THE EXISTING
CURB MUST BE MAINTAINED AND I
IN SAME LOCATION WITH NEW CURB 1
MACHINE EXTRUDED CONCRETE CURB_ PROVIDE
CONTROL JOINTS 0 10' -0" 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
4" REBAR CONT. AT
TOP BOTTOM
1.) CONTRACTION JOINT 10 BE
I I:
MINIMUM OF 1 1 2 DEEP L
2. t SE CONCRETE WALK SECTION FOR
LOCATION OF JOINTS.
3.) FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS. I 6"
t t:l %t�}
ASPHALT SURFACE COURSE
��1��lif �ii �tf tom•..•.
tr. :.�tt� ASPHALT BINDER COURSE
I I I III I I I 11 I1( 11 IrI 1 E CRUSHED STONE BASE
6"
INTEGRAL WALK AND CURB
NO SCALE
VARIES
SEE PLANS
6x6 10/10 WEIDE
WIRE FABRIC •t
/BROOM FINISH
efirlOTAIR
i ,'t i f+ i` t z
=III
I
11=
6
=TI
t
e
III
TURN DOWN SLAB
1' -0" BELOW GRADE
ON OUTER SIDES
CONCRETE STOOP DETAIL
NO SCALE
6x6 10/10 WELDED
WIRE FABRIC
BROOM FINISH
1
1/4" FT
a
1
J
TURN DOWN SLAB
1'-0" BELOW GRADE
ON OUTER SIDES
COMPACTED SUBGRADE
APPUED ANTI—SPALLING
COMPOUND
1 "RADIUS TOOLED
ROUND EDGE
PAVEMENT
BUILDING
FACE
EXPANSION JOINT 0 BUILDING
FLOOR SLAB
4" GRANULAR BACKFILL
IE I
N
COMPACTED AND WELL
DRAINED SUBGRADE
CONCRETE STOOP DETAIL
(ADJACENT TO SIDEWALK)
NO SCALE
6x6 10/10
WELDED
WIRE FABRIC
BUILDING
FACE
EXPANSION JOINT
0 BUILDING
FLOOR SLAB
4" GRANULAR
BACKFILL
0
a
n
GRANULAR
BACKFILL
TOOLED CONTRACTION JOINT
1/4" WIDE, MIN. 1 1/2" DEPTH
1/8* FF.
COMPACTED SUBGRADE L.•._.
4" REBAR 1
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.
SECTION —I
VARIES
APPUED ANTI— SPAWNG
COMPOUND
1 "RADIUS TOOLED
ROUND EDGE
PAVEMENT
6x6 10/10
WELDED
WIRE FABRIC
SECTION B —B
e� •Y W J. .V •Y W
•Y .Y W d• W le J• 4 Jr G! �1�.75 W 4 y W 4 y y W y 4 W y 4, i W
.L •4 W i y Y W i W y y 4, W J• W Y W J. y 4 •J. J. 4.
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 RESIUENCY OR
SOUND —ON —CANE CONTACT.
PLAN VIEW
DISABLED RAMP WITH MULTIPLE
DISABLED STALLS ALONG A WALK DETAIL
NO SCALE
A
W
BROWNING
DAY MULLINS
DIERDORF
/ARCHITECTS
Browning Day Mullins Dierdorf Inc
Architecture
Landscape Architecture
Planning
334 North Senate Avenue
Indianapolis, Indiana 46204
P: 317.635.5030
F: 317.634.5409
E -Mail: bdmd @bdmd,com
Browning Construction
Construction Manager
251 North Illinois Street Suite 220
Indianapolis, Indiana 46204
P: 317.630.3661
F: 317.630.3664
E -Mail:
Woolpert, LLP
Civil Design
7140 Waldemar Drive
Indianapolis, Indiana 46268 -4192
P: 317.299.7500
F: 317.291.5805
E -Mail:
Steel Services Inc.
Structural Contractor
6007 South Harding Street
Indianapolis, Indiana 46217
P: 317.783.5255
F: 317.783.5256
E -Mail:
Structural Design Inc,
Structural Design
337 Main Street Suite A
Beech Grove, Indiana 46107
P: 317.822.0204
F: 317.822.0206
E -Mail:
Edwards Electrical Mechanical
Mechanical Contractor
6831 East 32nd Street
Indianapolis, Indiana 46226
P: 317.543.3460
F: 317.543.3479
E -Mail:
Vector Consulting
Mechanical Design
212 West 10th Street Suite 0395
Indianapolis, Indiana 46204
P: 317.632.4444
F:
E -Mail:
Barth Electric Company, Inc.
Electrical
1934 North Illinois Street
Indianapolis, Indiana 46202
P: 317.924.6226
F: 317,923.6938
E -Mail:
DESIGN
DEVELOPMENT
ACES POWER MARKETING
OFFICE BUILDING
Carmel, Indiana
Project:
Drawl%
Checked:
Scale:
Issue Date:
Revision:
DETAILS
03061
PJD
GSS
AS SHOWN
05/26/04
C500
blennett, MAY 2b,