HomeMy WebLinkAboutC801 General DetailsQ a
A
4
4
4
EPDXY
BONDING
AGENT
4
Cd d
If
6"
EXISTING PAVEMENT
2 "R
ft
fi
RUDED CONCRETE CURB a
ceoi
-a
o O t} O 0 0 u Q o o u Q o 0 u Q o o u Q o u Q 0 c.� Q O u Q O v
o Q o 0 0 0 0 Q o Q o O o O 0 O O o 0 O 0 O
o o p 0 0 p Q o o p Q o o p Q o o Q° 0 Q 0 o Q o o_ o 0 0
o 0 0 °Q 0 o 0Q 0°000°0 ,o °O o °O
L 6" CONCRETE PAVEMENT 4000psi
6" GRANULAR FILL
CONCRETE PAVEMENT SECTION
24' 48'
PAVEMENT
GRADE
DAWrlArMT
BACKFILL
COMPACTED
SUBGRADE
TRANSVERSE EXPANSION JOIN
20' R.
OPTIONAL JOINT
PATTERN
6
20' R.
END OF DAY'S WORK
15'
B
END OF DAY'S WORK
20' R.
NOTE:
1. SEE D.O.T. STD. PLAN 11 -02 FOR LETTER REFERENCE OF JOINT DETAILS.
2. TRANSVERSE JOINTS TO EXTEND THRU CURB.
3. SEE D.O.T. SHT. 3 STD. PLAN 11 -01 FOR CROSS SECTION JOINT LOCATIONS.
4. SEE D.O.T. SHT. 2 STD. PLAN 11 -01 FOR CUL —DE —SAC JOINT LOCATIONS.
PAVEMENT JOINT DETAILS
(D.O.T. 11.01)
Air
I r
SLOPE:
1/4" PER FOOT
20' R.
MIN
CONCRETE WALK
SCORE 1/4" R
CONCRETE CURB AND WALK
100'
OM
rIni
*SEE D.O.T. STD. SHT. 12 -03 FOR GENERAL NOTES
CURB JOINT DETAIL
OF TOPSOIL
6
I)
N
24"
3/4"
24"
6"
NO SCALE
18"
COMPACTED SUBGRADE
1/4" R
f
I 'o Y�0
0
PAVEMENT
C801
TOP OF CURB
TRANSVERSE EXPANSION JOINTS
2' CONCRETE CHAIRBACK
CURB AND GUTTER
3" OF TOPSOIL
III
EARTH REEI
III
BACKFILL
II 1
`11
II —I�I-
.111 -11
#53 COMPACTED
STONE BASE
6
18"
0 o Q o o Q O O 0 0
Q o Q 0 o Q o o Q o
0 0 o Q 0 0 0 0 o Q o 0
0 0 O O O Q o
O O
0
0
O o
O
24"
O o O o o o o o o o 0 o O• o O• o O• o O. o o o
0
O O O o 0 0 C
•o o° oo o.o oo oo o•.. oo oo oo ao o.
o O o O o o o O o o O o O 0
o 24
O o O 0 0 o
0
o 0 0. 0 0 O o O O 0 O o O O 0 o 0
.11 n 0 n o O o O o 0 o O o 0 o 0 o o O o
j V////////7/
SAW CUT BACK OFF OF EXISTING CURB
TO FORM VALLEY GUTTER (APPRX 39LF)
EX. 2' CHAIR BACK CURB
1)
2' CONCRETE CHAIRBACK CURB
C801
(WITHOUT GUTTER)
O° O Q° O Q° O Q° O
o o 0 0 0 Q C
O o °O 0 o O o O o
0 0 O 0 O o O 0 o O
L-1" H.A.C. SURFACE #11
3" H.A.C. BINDER #9
2" #53 STONE
6" #2 STONE
PREPARED SUBGRADE PER INDOT No. 201
SECTION
PARKING LOT PAVEMENT SECTION
6" EXTRUDEABLE CURB
MATCH EX. GRADES
STD 2' CHAIR BACK CURB
MATCH EX. GRADES
N)
HANDICAP PARKING SIGN DETAIL
NO SCALE
18"
RESERVED
PARKING-
CIF "VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
SECTION "A—A"
YAN
ACCESSIBLE
6" EXTRUDEABLE CURB
MATCH EX. GRADES
6"
12"
MODIFIED VALLEY GUTTER
(EX. CHAIRBACK CURB)
1. SAWCUT EXISTING EDGE
NEW PAVEMENT
1' -0"
ti MIN.
1" H.A.C. SURFACE #11
3" H.A.C. BINDER #9
9" #53 STONE
PREPARED SUBGRADE PER INDOT No. 201
MATCH EX. GRADES
SAW CUT LIMITS
7
C
TYPICAL PAVEMENT TIE —IN
BLUE ILLUMINATING TAPE (SYMBOL BLOCK)
WHITE ILLUMINATING TAPE (BACKGROUND)
GREEN ILLUMINATING TAPE (ARROW)
EXISTING
CHAIRBACK CURB
GREEN ILLUMINATING TAPE (LETTERS)
,4----GREEN ILLUMINATING TAPE (BORDER)
EX. 2' CHAIR BACK CURB
TRANSITION
AREA
7 STD 2' CHAIR BACK CURB
PAVEMENT
SECTION
2. SURFACE MILL 1"
3. TACK COAT ALL FACES
EXISTING PAVEMENT
O o O 0 o O 0 o O° o
O 000
O o Q o O o Q o
O Q o Q O Q o Q
O
1" H.A.C. SURFACE #11
L— 3" H.A.C. BINDER #9
9" #53 STONE
PREPARED SUBGRADE PER INDOT No. 201
TYPICAL PAVEMENT SECTION
WITHIN RIGHT OF WAY
PAVEMENT
SEALED
EXPANSION
JOINT
1 1/2"R
HANDICAPPED PARKING SIGN
C�
4" WIDE
WHITE STRIPE
9'
HANDICAPPED
TYP.
50' -0" BETWEEN EXPANSION JOINTS (MAX.)
PLA
45'
9'
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL
N VIEW
111,;,111_. 1 -1I
=1 I I -III
CONCRETE CURB
SECTION A —A
WHEELCHAIR RAMP DETAIL ‘11
C801
NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
PAINTED HANDICAP
SYMBOL DETAIL
O•
6' -0"
n111-7"2:1
NO SCALE
4" WIDE
BLUE STRIPE
9'
HANDICAPPED
TYP.
8' FOR VAN ACCESSIBLE
HANDICAP PARKING STALLS
NO SCALE
FIBER REINFORCED CONC. (3000 PSI)
X= WIDTH OF SIDEWALK
X IF X< 48" THEN
SLOPE OF FLARED
SIDE SHALL NOT
EXCEED 1:12
0
N
\IIU 111111 iiil //ji
aoN T 8 i
o
No.
STATE OF
2 /NDIANP.....
1 1 /1111 I I I 1 111111
E tias.is,
DATE: 2/2/04
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
02/02/04
PROJECT NO.:
1238.029
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
N: \1238 \029 \DWGS\C801.DWG
SHEET NO.:
C6
TRANSVERSE JOINTS
Q a
A
4
4
4
EPDXY
BONDING
AGENT
4
Cd d
If
6"
EXISTING PAVEMENT
2 "R
ft
fi
RUDED CONCRETE CURB a
ceoi
-a
o O t} O 0 0 u Q o o u Q o 0 u Q o o u Q o u Q 0 c.� Q O u Q O v
o Q o 0 0 0 0 Q o Q o O o O 0 O O o 0 O 0 O
o o p 0 0 p Q o o p Q o o p Q o o Q° 0 Q 0 o Q o o_ o 0 0
o 0 0 °Q 0 o 0Q 0°000°0 ,o °O o °O
L 6" CONCRETE PAVEMENT 4000psi
6" GRANULAR FILL
CONCRETE PAVEMENT SECTION
24' 48'
PAVEMENT
GRADE
DAWrlArMT
BACKFILL
COMPACTED
SUBGRADE
TRANSVERSE EXPANSION JOIN
20' R.
OPTIONAL JOINT
PATTERN
6
20' R.
END OF DAY'S WORK
15'
B
END OF DAY'S WORK
20' R.
NOTE:
1. SEE D.O.T. STD. PLAN 11 -02 FOR LETTER REFERENCE OF JOINT DETAILS.
2. TRANSVERSE JOINTS TO EXTEND THRU CURB.
3. SEE D.O.T. SHT. 3 STD. PLAN 11 -01 FOR CROSS SECTION JOINT LOCATIONS.
4. SEE D.O.T. SHT. 2 STD. PLAN 11 -01 FOR CUL —DE —SAC JOINT LOCATIONS.
PAVEMENT JOINT DETAILS
(D.O.T. 11.01)
Air
I r
SLOPE:
1/4" PER FOOT
20' R.
MIN
CONCRETE WALK
SCORE 1/4" R
CONCRETE CURB AND WALK
100'
OM
rIni
*SEE D.O.T. STD. SHT. 12 -03 FOR GENERAL NOTES
CURB JOINT DETAIL
OF TOPSOIL
6
I)
N
24"
3/4"
24"
6"
NO SCALE
18"
COMPACTED SUBGRADE
1/4" R
f
I 'o Y�0
0
PAVEMENT
C801
TOP OF CURB
TRANSVERSE EXPANSION JOINTS
2' CONCRETE CHAIRBACK
CURB AND GUTTER
3" OF TOPSOIL
III
EARTH REEI
III
BACKFILL
II 1
`11
II —I�I-
.111 -11
#53 COMPACTED
STONE BASE
6
18"
0 o Q o o Q O O 0 0
Q o Q 0 o Q o o Q o
0 0 o Q 0 0 0 0 o Q o 0
0 0 O O O Q o
O O
0
0
O o
O
24"
O o O o o o o o o o 0 o O• o O• o O• o O. o o o
0
O O O o 0 0 C
•o o° oo o.o oo oo o•.. oo oo oo ao o.
o O o O o o o O o o O o O 0
o 24
O o O 0 0 o
0
o 0 0. 0 0 O o O O 0 O o O O 0 o 0
.11 n 0 n o O o O o 0 o O o 0 o 0 o o O o
j V////////7/
SAW CUT BACK OFF OF EXISTING CURB
TO FORM VALLEY GUTTER (APPRX 39LF)
EX. 2' CHAIR BACK CURB
1)
2' CONCRETE CHAIRBACK CURB
C801
(WITHOUT GUTTER)
O° O Q° O Q° O Q° O
o o 0 0 0 Q C
O o °O 0 o O o O o
0 0 O 0 O o O 0 o O
L-1" H.A.C. SURFACE #11
3" H.A.C. BINDER #9
2" #53 STONE
6" #2 STONE
PREPARED SUBGRADE PER INDOT No. 201
SECTION
PARKING LOT PAVEMENT SECTION
6" EXTRUDEABLE CURB
MATCH EX. GRADES
STD 2' CHAIR BACK CURB
MATCH EX. GRADES
N)
HANDICAP PARKING SIGN DETAIL
NO SCALE
18"
RESERVED
PARKING-
CIF "VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
SECTION "A—A"
YAN
ACCESSIBLE
6" EXTRUDEABLE CURB
MATCH EX. GRADES
6"
12"
MODIFIED VALLEY GUTTER
(EX. CHAIRBACK CURB)
1. SAWCUT EXISTING EDGE
NEW PAVEMENT
1' -0"
ti MIN.
1" H.A.C. SURFACE #11
3" H.A.C. BINDER #9
9" #53 STONE
PREPARED SUBGRADE PER INDOT No. 201
MATCH EX. GRADES
SAW CUT LIMITS
7
C
TYPICAL PAVEMENT TIE —IN
BLUE ILLUMINATING TAPE (SYMBOL BLOCK)
WHITE ILLUMINATING TAPE (BACKGROUND)
GREEN ILLUMINATING TAPE (ARROW)
EXISTING
CHAIRBACK CURB
GREEN ILLUMINATING TAPE (LETTERS)
,4----GREEN ILLUMINATING TAPE (BORDER)
EX. 2' CHAIR BACK CURB
TRANSITION
AREA
7 STD 2' CHAIR BACK CURB
PAVEMENT
SECTION
2. SURFACE MILL 1"
3. TACK COAT ALL FACES
EXISTING PAVEMENT
O o O 0 o O 0 o O° o
O 000
O o Q o O o Q o
O Q o Q O Q o Q
O
1" H.A.C. SURFACE #11
L— 3" H.A.C. BINDER #9
9" #53 STONE
PREPARED SUBGRADE PER INDOT No. 201
TYPICAL PAVEMENT SECTION
WITHIN RIGHT OF WAY
PAVEMENT
SEALED
EXPANSION
JOINT
1 1/2"R
HANDICAPPED PARKING SIGN
C�
4" WIDE
WHITE STRIPE
9'
HANDICAPPED
TYP.
50' -0" BETWEEN EXPANSION JOINTS (MAX.)
PLA
45'
9'
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL
N VIEW
111,;,111_. 1 -1I
=1 I I -III
CONCRETE CURB
SECTION A —A
WHEELCHAIR RAMP DETAIL ‘11
C801
NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
PAINTED HANDICAP
SYMBOL DETAIL
O•
6' -0"
n111-7"2:1
NO SCALE
4" WIDE
BLUE STRIPE
9'
HANDICAPPED
TYP.
8' FOR VAN ACCESSIBLE
HANDICAP PARKING STALLS
NO SCALE
FIBER REINFORCED CONC. (3000 PSI)
X= WIDTH OF SIDEWALK
X IF X< 48" THEN
SLOPE OF FLARED
SIDE SHALL NOT
EXCEED 1:12
0
N
\IIU 111111 iiil //ji
aoN T 8 i
o
No.
STATE OF
2 /NDIANP.....
1 1 /1111 I I I 1 111111
E tias.is,
DATE: 2/2/04
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
5-0" BETWEEN
TRANSVERSE JOINTS
Q a
A
4
4
4
EPDXY
BONDING
AGENT
4
Cd d
If
6"
EXISTING PAVEMENT
2 "R
ft
fi
RUDED CONCRETE CURB a
ceoi
-a
o O t} O 0 0 u Q o o u Q o 0 u Q o o u Q o u Q 0 c.� Q O u Q O v
o Q o 0 0 0 0 Q o Q o O o O 0 O O o 0 O 0 O
o o p 0 0 p Q o o p Q o o p Q o o Q° 0 Q 0 o Q o o_ o 0 0
o 0 0 °Q 0 o 0Q 0°000°0 ,o °O o °O
L 6" CONCRETE PAVEMENT 4000psi
6" GRANULAR FILL
CONCRETE PAVEMENT SECTION
24' 48'
PAVEMENT
GRADE
DAWrlArMT
BACKFILL
COMPACTED
SUBGRADE
TRANSVERSE EXPANSION JOIN
20' R.
OPTIONAL JOINT
PATTERN
6
20' R.
END OF DAY'S WORK
15'
B
END OF DAY'S WORK
20' R.
NOTE:
1. SEE D.O.T. STD. PLAN 11 -02 FOR LETTER REFERENCE OF JOINT DETAILS.
2. TRANSVERSE JOINTS TO EXTEND THRU CURB.
3. SEE D.O.T. SHT. 3 STD. PLAN 11 -01 FOR CROSS SECTION JOINT LOCATIONS.
4. SEE D.O.T. SHT. 2 STD. PLAN 11 -01 FOR CUL —DE —SAC JOINT LOCATIONS.
PAVEMENT JOINT DETAILS
(D.O.T. 11.01)
Air
I r
SLOPE:
1/4" PER FOOT
20' R.
MIN
CONCRETE WALK
SCORE 1/4" R
CONCRETE CURB AND WALK
100'
OM
rIni
*SEE D.O.T. STD. SHT. 12 -03 FOR GENERAL NOTES
CURB JOINT DETAIL
OF TOPSOIL
6
I)
N
24"
3/4"
24"
6"
NO SCALE
18"
COMPACTED SUBGRADE
1/4" R
f
I 'o Y�0
0
PAVEMENT
C801
TOP OF CURB
TRANSVERSE EXPANSION JOINTS
2' CONCRETE CHAIRBACK
CURB AND GUTTER
3" OF TOPSOIL
III
EARTH REEI
III
BACKFILL
II 1
`11
II —I�I-
.111 -11
#53 COMPACTED
STONE BASE
6
18"
0 o Q o o Q O O 0 0
Q o Q 0 o Q o o Q o
0 0 o Q 0 0 0 0 o Q o 0
0 0 O O O Q o
O O
0
0
O o
O
24"
O o O o o o o o o o 0 o O• o O• o O• o O. o o o
0
O O O o 0 0 C
•o o° oo o.o oo oo o•.. oo oo oo ao o.
o O o O o o o O o o O o O 0
o 24
O o O 0 0 o
0
o 0 0. 0 0 O o O O 0 O o O O 0 o 0
.11 n 0 n o O o O o 0 o O o 0 o 0 o o O o
j V////////7/
SAW CUT BACK OFF OF EXISTING CURB
TO FORM VALLEY GUTTER (APPRX 39LF)
EX. 2' CHAIR BACK CURB
1)
2' CONCRETE CHAIRBACK CURB
C801
(WITHOUT GUTTER)
O° O Q° O Q° O Q° O
o o 0 0 0 Q C
O o °O 0 o O o O o
0 0 O 0 O o O 0 o O
L-1" H.A.C. SURFACE #11
3" H.A.C. BINDER #9
2" #53 STONE
6" #2 STONE
PREPARED SUBGRADE PER INDOT No. 201
SECTION
PARKING LOT PAVEMENT SECTION
6" EXTRUDEABLE CURB
MATCH EX. GRADES
STD 2' CHAIR BACK CURB
MATCH EX. GRADES
N)
HANDICAP PARKING SIGN DETAIL
NO SCALE
18"
RESERVED
PARKING-
CIF "VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
SECTION "A—A"
YAN
ACCESSIBLE
6" EXTRUDEABLE CURB
MATCH EX. GRADES
6"
12"
MODIFIED VALLEY GUTTER
(EX. CHAIRBACK CURB)
1. SAWCUT EXISTING EDGE
NEW PAVEMENT
1' -0"
ti MIN.
1" H.A.C. SURFACE #11
3" H.A.C. BINDER #9
9" #53 STONE
PREPARED SUBGRADE PER INDOT No. 201
MATCH EX. GRADES
SAW CUT LIMITS
7
C
TYPICAL PAVEMENT TIE —IN
BLUE ILLUMINATING TAPE (SYMBOL BLOCK)
WHITE ILLUMINATING TAPE (BACKGROUND)
GREEN ILLUMINATING TAPE (ARROW)
EXISTING
CHAIRBACK CURB
GREEN ILLUMINATING TAPE (LETTERS)
,4----GREEN ILLUMINATING TAPE (BORDER)
EX. 2' CHAIR BACK CURB
TRANSITION
AREA
7 STD 2' CHAIR BACK CURB
PAVEMENT
SECTION
2. SURFACE MILL 1"
3. TACK COAT ALL FACES
EXISTING PAVEMENT
O o O 0 o O 0 o O° o
O 000
O o Q o O o Q o
O Q o Q O Q o Q
O
1" H.A.C. SURFACE #11
L— 3" H.A.C. BINDER #9
9" #53 STONE
PREPARED SUBGRADE PER INDOT No. 201
TYPICAL PAVEMENT SECTION
WITHIN RIGHT OF WAY
PAVEMENT
SEALED
EXPANSION
JOINT
1 1/2"R
HANDICAPPED PARKING SIGN
C�
4" WIDE
WHITE STRIPE
9'
HANDICAPPED
TYP.
50' -0" BETWEEN EXPANSION JOINTS (MAX.)
PLA
45'
9'
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL
N VIEW
111,;,111_. 1 -1I
=1 I I -III
CONCRETE CURB
SECTION A —A
WHEELCHAIR RAMP DETAIL ‘11
C801
NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
PAINTED HANDICAP
SYMBOL DETAIL
O•
6' -0"
n111-7"2:1
NO SCALE
4" WIDE
BLUE STRIPE
9'
HANDICAPPED
TYP.
8' FOR VAN ACCESSIBLE
HANDICAP PARKING STALLS
NO SCALE
FIBER REINFORCED CONC. (3000 PSI)
X= WIDTH OF SIDEWALK
X IF X< 48" THEN
SLOPE OF FLARED
SIDE SHALL NOT
EXCEED 1:12
0
N
\IIU 111111 iiil //ji
aoN T 8 i
o
No.
STATE OF
2 /NDIANP.....
1 1 /1111 I I I 1 111111
E tias.is,
DATE: 2/2/04
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering