HomeMy WebLinkAboutC801 Street DetailsN
5—O" BETWEEN
TRANSVERSE JOINTS
1/4" PER FOOT MIN
6" CHAIR BACK
SLOPE FOOT
1" #11 HAC SURFACE J
5" #5D HAC BASE
#53 COMPACTED STONE BASE
1T OF WAY
27' FACE TO FACE
13.5'
PROFILE GRADE 6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
NOTE: ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON.
STREET CROSS SECTION B -B
MILFORD STREET
Ccr occtea
Eackfi'I
CoriDactd Subjroda
or ApAredote 83se
CITY OF CARMEL STANDARDS
COMBINED CONCRETE CURB GUTTER (TYPE III)
NOTES: FACES MAY DE BATTERED TO FACILITATE SLIP FORMING.
CURE ALL EXPOSED SURFACES.
DAMPEN SUBGRADE BEFORE PLACING CONCRETE.
REV ISELI
1/4" PER FOOT MIN
1/2" PREFORMED JOINT FILLER REQUIRED
FOR CONCRETE DRIVES ONLY I VARIES
STRAIGHT CURB 1
DEPRESSED CURB
11 STRAIGH
SIDEWALK
5' TAPER
1/2" PREFORMED JOINT FILLER—
CURB TRANSITION
1. CROSS HATCHED AREAS SHALL BE EITHER 6" PLAIN CONCRETE OR 1" BITUMINOUS
SURFACE ON 2" BITUMINOUS BASE ON 4" TYPE "P" COMPACTED AGGREGATE BASE
OR 1" BITUMINOUS SURFACE ON 4" BITUMINOUS COATED AGGREGATE BASE WITH 5D
STONE, EXTENDING TO THE SIDEWALK OR R/W LINE WHICHEVER IS NEAREST TO THE
ROADWAY.
2. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN
ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS.
3. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE
STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY.
RESIDENTIAL DRIVEWAY DETAIL
III...,
STREET CROSS SECTION PLAN VIEW
SCALE: 1"=100'
1/4" PER FOOT MIN
CURB TRANSITION
6" CHAIRBACK CURB
1' #11 HAC SURFACE -I
5' #5D HAC BASE
7' #53 COMPACTED STONE BASE
11' (MIN.)
5.5' (MIN.)
1/4' PER FOOT MIN
BIKE PATH OR WALK
(WIDTH LOCATION
VARIES PER PLAN)
SLOPE 1/4" PER FOOT MIN
40' RIGHT OF WAY
19' FACE TO FACE
PROFILE GRADE
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
STREET CROSS SECTION D -D
BULL COURT
6" CHAR BACK CURB
SLOPE 1/4" PER FOOT MIN
J 1" #11 HAC SURFACE
5" #5D HAC BASE
7" #53 COMPACTED STONE BASE
SLOPE 1/4" PER FOOT MIN
50' RIGHT OF WAY (MINIMUM)
28' FACE TO FACE
6' CHAIRBACK CUR
1/4" PER
4'
CONC.
WALK
FOOT MIN
PIPE UNDERDRAIN (TYP)
SE DETAIL
PROTECTIVE BOLLARD DETAIL
PROFILE GRADE 6" CHAIR BACK CURB
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
NOTE: ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON.
STREET CROSS SECTION A -A
HOURGLASS DRIVE
BACKFILL
x 6" TREATED POST
5.5'
(MIN.)
11' -(MIN)
1/4" PER FOOT MIN
SLOPE 1 /4" PER FOOT MIN
BIKE PATH OR WALK
(WIDTH LOCATION
VARIES PER PLAN)
CURB STAMP
NO SCALE
OF TOPSOIL
3" to 4" (75mm TO 1 00mm) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S is for Storm Sewer
SS is for Sanitary Sewer
D is for Subsurface or Base Drain
C is for Conduit
G is for Gas
W is for Water
NOTES:
1. Curb to be stamped at all locations where any of the above cross under a curb.
2. Letter to be stamped prior to concrete setting up, whenever possible.
3. Stamp to be a minimum of 1/2 inch (10mm) deep.
PAVEMENT
SECTION
TRANSI
COMPACTED SUBGRADE
CONC.
WALK
1/4' PER
OR
BIKE
PATH
PIPE UNDERDRAIN (TYP)
SEE DETAIL
STD 2' CHAIR BACK CURB
(6.5')
FOOT MIN
2' CONCRETE CHAIRBACK
CURB AND GUTTER
6" CHAIR BACK CURB
2.0% SLOPE
J 1" #11 HAC SURFACE
5" #5D HAC BASE
7" #53 COMPACTED STONE BASE
TRA ON
AREA
SECTION "A—A"
.oncre Dirt Cr C'jrl. Gutter
SUBSURFACE DRAIN
PIPE UNCERDRAIN
(Typical Installations)
NOTE: PIPE SHALL CONFORM IU :E OF SECTION 906.17
OF STANDARD SPECIFICATION.
INSTALLATION REQUIRED: 80TH SIDEIS or PAVEMENT WHERE REQUIRED
EY THE. ENGINEER.
CITY OF CA RMEL STANDARDS
EVSEC)
10 -9
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
NOTE: ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON.
STREET CROSS SECTION C -C
MILFORD STREET (EYEBROW)
MILFORD STREET (11PTON GREEN COMMONS)
TRANSVERSE
(11.5')
10.5'
PAVEMENT
STD 2' CHAIR BACK CURB
PAVEMENT
SECTION
EXPANSION JOINTS
PAVEMENT TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
e :111 =11 4 ?��SIDEWALKi. 11:11:11
;.IL —.II 11wII „11 'TI�II;! 1111II -II 11:11:
l l`` T ;S l`
CONCRETE SIDEWALK
NOT TO SCALE
NOTE: SIDEWALK AT DRIVEWAYS SHALL BE 6" MINIMUM OR DRIVEWAY
THICKNESS, WHICHEVER IS GREATER.
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQ ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
SIDEWALK DETAIL
TYPICAL SIDEWALK SECTION
NOT TO SCALE
MAX. 1:12
1:10 4 1:10
SLOPE SLOPE
PLAN VIEW
2' CONC. ROLL CURB
CHAT PATH SECTION
TOP OF CURB
BOTTOM OF CURB
4'-0" MIN.
SECTION A —A
WHEELCHAIR RAMP DETAIL
AT
O 0 0 0 0 0 0° o
O 0 00 0 0 °0 0 °o 0
O 0 0 o 0 0
O 0 0.0 0 0.0 0 0 0
�--1" #1 HAC SURFACE
2" #8 HAC BINDER
5" #53 STONE
ASPHALT PATH SECTION
U7
1-
w
0
U
J
U
L,J
0
w
w
w
a_
w
N
N.-`7 GISTE j 4-
!4:--0-
No.
0000075
STATE OF
iq uInp1tiI0',
DATE: 3/1/04
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)
t
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:
11/30/04
PROJECT NO.:
1238.1202
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STREET DETAILS
DRAWING FILES:
N: \1238 \1202 \DWGS \C801. DWG
XREF: 1202ABS.DWG
XREF: 1202BBS.DWG
SHEET NO.:
C fcc0 0
I
N
5—O" BETWEEN
TRANSVERSE JOINTS
1/4" PER FOOT MIN
6" CHAIR BACK
SLOPE FOOT
1" #11 HAC SURFACE J
5" #5D HAC BASE
#53 COMPACTED STONE BASE
1T OF WAY
27' FACE TO FACE
13.5'
PROFILE GRADE 6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
NOTE: ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON.
STREET CROSS SECTION B -B
MILFORD STREET
Ccr occtea
Eackfi'I
CoriDactd Subjroda
or ApAredote 83se
CITY OF CARMEL STANDARDS
COMBINED CONCRETE CURB GUTTER (TYPE III)
NOTES: FACES MAY DE BATTERED TO FACILITATE SLIP FORMING.
CURE ALL EXPOSED SURFACES.
DAMPEN SUBGRADE BEFORE PLACING CONCRETE.
REV ISELI
1/4" PER FOOT MIN
1/2" PREFORMED JOINT FILLER REQUIRED
FOR CONCRETE DRIVES ONLY I VARIES
STRAIGHT CURB 1
DEPRESSED CURB
11 STRAIGH
SIDEWALK
5' TAPER
1/2" PREFORMED JOINT FILLER—
CURB TRANSITION
1. CROSS HATCHED AREAS SHALL BE EITHER 6" PLAIN CONCRETE OR 1" BITUMINOUS
SURFACE ON 2" BITUMINOUS BASE ON 4" TYPE "P" COMPACTED AGGREGATE BASE
OR 1" BITUMINOUS SURFACE ON 4" BITUMINOUS COATED AGGREGATE BASE WITH 5D
STONE, EXTENDING TO THE SIDEWALK OR R/W LINE WHICHEVER IS NEAREST TO THE
ROADWAY.
2. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN
ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS.
3. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE
STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY.
RESIDENTIAL DRIVEWAY DETAIL
III...,
STREET CROSS SECTION PLAN VIEW
SCALE: 1"=100'
1/4" PER FOOT MIN
CURB TRANSITION
6" CHAIRBACK CURB
1' #11 HAC SURFACE -I
5' #5D HAC BASE
7' #53 COMPACTED STONE BASE
11' (MIN.)
5.5' (MIN.)
1/4' PER FOOT MIN
BIKE PATH OR WALK
(WIDTH LOCATION
VARIES PER PLAN)
SLOPE 1/4" PER FOOT MIN
40' RIGHT OF WAY
19' FACE TO FACE
PROFILE GRADE
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
STREET CROSS SECTION D -D
BULL COURT
6" CHAR BACK CURB
SLOPE 1/4" PER FOOT MIN
J 1" #11 HAC SURFACE
5" #5D HAC BASE
7" #53 COMPACTED STONE BASE
SLOPE 1/4" PER FOOT MIN
50' RIGHT OF WAY (MINIMUM)
28' FACE TO FACE
6' CHAIRBACK CUR
1/4" PER
4'
CONC.
WALK
FOOT MIN
PIPE UNDERDRAIN (TYP)
SE DETAIL
PROTECTIVE BOLLARD DETAIL
PROFILE GRADE 6" CHAIR BACK CURB
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
NOTE: ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON.
STREET CROSS SECTION A -A
HOURGLASS DRIVE
BACKFILL
x 6" TREATED POST
5.5'
(MIN.)
11' -(MIN)
1/4" PER FOOT MIN
SLOPE 1 /4" PER FOOT MIN
BIKE PATH OR WALK
(WIDTH LOCATION
VARIES PER PLAN)
CURB STAMP
NO SCALE
OF TOPSOIL
3" to 4" (75mm TO 1 00mm) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S is for Storm Sewer
SS is for Sanitary Sewer
D is for Subsurface or Base Drain
C is for Conduit
G is for Gas
W is for Water
NOTES:
1. Curb to be stamped at all locations where any of the above cross under a curb.
2. Letter to be stamped prior to concrete setting up, whenever possible.
3. Stamp to be a minimum of 1/2 inch (10mm) deep.
PAVEMENT
SECTION
TRANSI
COMPACTED SUBGRADE
CONC.
WALK
1/4' PER
OR
BIKE
PATH
PIPE UNDERDRAIN (TYP)
SEE DETAIL
STD 2' CHAIR BACK CURB
(6.5')
FOOT MIN
2' CONCRETE CHAIRBACK
CURB AND GUTTER
6" CHAIR BACK CURB
2.0% SLOPE
J 1" #11 HAC SURFACE
5" #5D HAC BASE
7" #53 COMPACTED STONE BASE
TRA ON
AREA
SECTION "A—A"
.oncre Dirt Cr C'jrl. Gutter
SUBSURFACE DRAIN
PIPE UNCERDRAIN
(Typical Installations)
NOTE: PIPE SHALL CONFORM IU :E OF SECTION 906.17
OF STANDARD SPECIFICATION.
INSTALLATION REQUIRED: 80TH SIDEIS or PAVEMENT WHERE REQUIRED
EY THE. ENGINEER.
CITY OF CA RMEL STANDARDS
EVSEC)
10 -9
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
NOTE: ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON.
STREET CROSS SECTION C -C
MILFORD STREET (EYEBROW)
MILFORD STREET (11PTON GREEN COMMONS)
TRANSVERSE
(11.5')
10.5'
PAVEMENT
STD 2' CHAIR BACK CURB
PAVEMENT
SECTION
EXPANSION JOINTS
PAVEMENT TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
e :111 =11 4 ?��SIDEWALKi. 11:11:11
;.IL —.II 11wII „11 'TI�II;! 1111II -II 11:11:
l l`` T ;S l`
CONCRETE SIDEWALK
NOT TO SCALE
NOTE: SIDEWALK AT DRIVEWAYS SHALL BE 6" MINIMUM OR DRIVEWAY
THICKNESS, WHICHEVER IS GREATER.
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQ ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
SIDEWALK DETAIL
TYPICAL SIDEWALK SECTION
NOT TO SCALE
MAX. 1:12
1:10 4 1:10
SLOPE SLOPE
PLAN VIEW
2' CONC. ROLL CURB
CHAT PATH SECTION
TOP OF CURB
BOTTOM OF CURB
4'-0" MIN.
SECTION A —A
WHEELCHAIR RAMP DETAIL
AT
O 0 0 0 0 0 0° o
O 0 00 0 0 °0 0 °o 0
O 0 0 o 0 0
O 0 0.0 0 0.0 0 0 0
�--1" #1 HAC SURFACE
2" #8 HAC BINDER
5" #53 STONE
ASPHALT PATH SECTION
U7
1-
w
0
U
J
U
L,J
0
w
w
w
a_
w
N
N.-`7 GISTE j 4-
!4:--0-
No.
0000075
STATE OF
iq uInp1tiI0',
DATE: 3/1/04
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)
t
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:
11/30/04
PROJECT NO.:
1238.1202
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STREET DETAILS
DRAWING FILES:
N: \1238 \1202 \DWGS \C801. DWG
XREF: 1202ABS.DWG
XREF: 1202BBS.DWG
SHEET NO.:
C fcc0 0
N
5—O" BETWEEN
TRANSVERSE JOINTS
1/4" PER FOOT MIN
6" CHAIR BACK
SLOPE FOOT
1" #11 HAC SURFACE J
5" #5D HAC BASE
#53 COMPACTED STONE BASE
1T OF WAY
27' FACE TO FACE
13.5'
PROFILE GRADE 6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
NOTE: ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON.
STREET CROSS SECTION B -B
MILFORD STREET
Ccr occtea
Eackfi'I
CoriDactd Subjroda
or ApAredote 83se
CITY OF CARMEL STANDARDS
COMBINED CONCRETE CURB GUTTER (TYPE III)
NOTES: FACES MAY DE BATTERED TO FACILITATE SLIP FORMING.
CURE ALL EXPOSED SURFACES.
DAMPEN SUBGRADE BEFORE PLACING CONCRETE.
REV ISELI
1/4" PER FOOT MIN
1/2" PREFORMED JOINT FILLER REQUIRED
FOR CONCRETE DRIVES ONLY I VARIES
STRAIGHT CURB 1
DEPRESSED CURB
11 STRAIGH
SIDEWALK
5' TAPER
1/2" PREFORMED JOINT FILLER—
CURB TRANSITION
1. CROSS HATCHED AREAS SHALL BE EITHER 6" PLAIN CONCRETE OR 1" BITUMINOUS
SURFACE ON 2" BITUMINOUS BASE ON 4" TYPE "P" COMPACTED AGGREGATE BASE
OR 1" BITUMINOUS SURFACE ON 4" BITUMINOUS COATED AGGREGATE BASE WITH 5D
STONE, EXTENDING TO THE SIDEWALK OR R/W LINE WHICHEVER IS NEAREST TO THE
ROADWAY.
2. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN
ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS.
3. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE
STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY.
RESIDENTIAL DRIVEWAY DETAIL
III...,
STREET CROSS SECTION PLAN VIEW
SCALE: 1"=100'
1/4" PER FOOT MIN
CURB TRANSITION
6" CHAIRBACK CURB
1' #11 HAC SURFACE -I
5' #5D HAC BASE
7' #53 COMPACTED STONE BASE
11' (MIN.)
5.5' (MIN.)
1/4' PER FOOT MIN
BIKE PATH OR WALK
(WIDTH LOCATION
VARIES PER PLAN)
SLOPE 1/4" PER FOOT MIN
40' RIGHT OF WAY
19' FACE TO FACE
PROFILE GRADE
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
STREET CROSS SECTION D -D
BULL COURT
6" CHAR BACK CURB
SLOPE 1/4" PER FOOT MIN
J 1" #11 HAC SURFACE
5" #5D HAC BASE
7" #53 COMPACTED STONE BASE
SLOPE 1/4" PER FOOT MIN
50' RIGHT OF WAY (MINIMUM)
28' FACE TO FACE
6' CHAIRBACK CUR
1/4" PER
4'
CONC.
WALK
FOOT MIN
PIPE UNDERDRAIN (TYP)
SE DETAIL
PROTECTIVE BOLLARD DETAIL
PROFILE GRADE 6" CHAIR BACK CURB
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
NOTE: ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON.
STREET CROSS SECTION A -A
HOURGLASS DRIVE
BACKFILL
x 6" TREATED POST
5.5'
(MIN.)
11' -(MIN)
1/4" PER FOOT MIN
SLOPE 1 /4" PER FOOT MIN
BIKE PATH OR WALK
(WIDTH LOCATION
VARIES PER PLAN)
CURB STAMP
NO SCALE
OF TOPSOIL
3" to 4" (75mm TO 1 00mm) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S is for Storm Sewer
SS is for Sanitary Sewer
D is for Subsurface or Base Drain
C is for Conduit
G is for Gas
W is for Water
NOTES:
1. Curb to be stamped at all locations where any of the above cross under a curb.
2. Letter to be stamped prior to concrete setting up, whenever possible.
3. Stamp to be a minimum of 1/2 inch (10mm) deep.
PAVEMENT
SECTION
TRANSI
COMPACTED SUBGRADE
CONC.
WALK
1/4' PER
OR
BIKE
PATH
PIPE UNDERDRAIN (TYP)
SEE DETAIL
STD 2' CHAIR BACK CURB
(6.5')
FOOT MIN
2' CONCRETE CHAIRBACK
CURB AND GUTTER
6" CHAIR BACK CURB
2.0% SLOPE
J 1" #11 HAC SURFACE
5" #5D HAC BASE
7" #53 COMPACTED STONE BASE
TRA ON
AREA
SECTION "A—A"
.oncre Dirt Cr C'jrl. Gutter
SUBSURFACE DRAIN
PIPE UNCERDRAIN
(Typical Installations)
NOTE: PIPE SHALL CONFORM IU :E OF SECTION 906.17
OF STANDARD SPECIFICATION.
INSTALLATION REQUIRED: 80TH SIDEIS or PAVEMENT WHERE REQUIRED
EY THE. ENGINEER.
CITY OF CA RMEL STANDARDS
EVSEC)
10 -9
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
NOTE: ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON.
STREET CROSS SECTION C -C
MILFORD STREET (EYEBROW)
MILFORD STREET (11PTON GREEN COMMONS)
TRANSVERSE
(11.5')
10.5'
PAVEMENT
STD 2' CHAIR BACK CURB
PAVEMENT
SECTION
EXPANSION JOINTS
PAVEMENT TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
e :111 =11 4 ?��SIDEWALKi. 11:11:11
;.IL —.II 11wII „11 'TI�II;! 1111II -II 11:11:
l l`` T ;S l`
CONCRETE SIDEWALK
NOT TO SCALE
NOTE: SIDEWALK AT DRIVEWAYS SHALL BE 6" MINIMUM OR DRIVEWAY
THICKNESS, WHICHEVER IS GREATER.
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQ ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
SIDEWALK DETAIL
TYPICAL SIDEWALK SECTION
NOT TO SCALE
MAX. 1:12
1:10 4 1:10
SLOPE SLOPE
PLAN VIEW
2' CONC. ROLL CURB
CHAT PATH SECTION
TOP OF CURB
BOTTOM OF CURB
4'-0" MIN.
SECTION A —A
WHEELCHAIR RAMP DETAIL
AT
O 0 0 0 0 0 0° o
O 0 00 0 0 °0 0 °o 0
O 0 0 o 0 0
O 0 0.0 0 0.0 0 0 0
�--1" #1 HAC SURFACE
2" #8 HAC BINDER
5" #53 STONE
ASPHALT PATH SECTION
U7
1-
w
0
U
J
U
L,J
0
w
w
w
a_
w
N
N.-`7 GISTE j 4-
!4:--0-
No.
0000075
STATE OF
iq uInp1tiI0',
DATE: 3/1/04
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)
t
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
1/4" PER FOOT MIN
6" CHAIR BACK
SLOPE FOOT
1" #11 HAC SURFACE J
5" #5D HAC BASE
#53 COMPACTED STONE BASE
1T OF WAY
27' FACE TO FACE
13.5'
PROFILE GRADE 6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
NOTE: ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON.
STREET CROSS SECTION B -B
MILFORD STREET
Ccr occtea
Eackfi'I
CoriDactd Subjroda
or ApAredote 83se
CITY OF CARMEL STANDARDS
COMBINED CONCRETE CURB GUTTER (TYPE III)
NOTES: FACES MAY DE BATTERED TO FACILITATE SLIP FORMING.
CURE ALL EXPOSED SURFACES.
DAMPEN SUBGRADE BEFORE PLACING CONCRETE.
REV ISELI
1/4" PER FOOT MIN
1/2" PREFORMED JOINT FILLER REQUIRED
FOR CONCRETE DRIVES ONLY I VARIES
STRAIGHT CURB 1
DEPRESSED CURB
11 STRAIGH
SIDEWALK
5' TAPER
1/2" PREFORMED JOINT FILLER—
CURB TRANSITION
1. CROSS HATCHED AREAS SHALL BE EITHER 6" PLAIN CONCRETE OR 1" BITUMINOUS
SURFACE ON 2" BITUMINOUS BASE ON 4" TYPE "P" COMPACTED AGGREGATE BASE
OR 1" BITUMINOUS SURFACE ON 4" BITUMINOUS COATED AGGREGATE BASE WITH 5D
STONE, EXTENDING TO THE SIDEWALK OR R/W LINE WHICHEVER IS NEAREST TO THE
ROADWAY.
2. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN
ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS.
3. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE
STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY.
RESIDENTIAL DRIVEWAY DETAIL
III...,
STREET CROSS SECTION PLAN VIEW
SCALE: 1"=100'
1/4" PER FOOT MIN
CURB TRANSITION
6" CHAIRBACK CURB
1' #11 HAC SURFACE -I
5' #5D HAC BASE
7' #53 COMPACTED STONE BASE
11' (MIN.)
5.5' (MIN.)
1/4' PER FOOT MIN
BIKE PATH OR WALK
(WIDTH LOCATION
VARIES PER PLAN)
SLOPE 1/4" PER FOOT MIN
40' RIGHT OF WAY
19' FACE TO FACE
PROFILE GRADE
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
STREET CROSS SECTION D -D
BULL COURT
6" CHAR BACK CURB
SLOPE 1/4" PER FOOT MIN
J 1" #11 HAC SURFACE
5" #5D HAC BASE
7" #53 COMPACTED STONE BASE
SLOPE 1/4" PER FOOT MIN
50' RIGHT OF WAY (MINIMUM)
28' FACE TO FACE
6' CHAIRBACK CUR
1/4" PER
4'
CONC.
WALK
FOOT MIN
PIPE UNDERDRAIN (TYP)
SE DETAIL
PROTECTIVE BOLLARD DETAIL
PROFILE GRADE 6" CHAIR BACK CURB
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
NOTE: ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON.
STREET CROSS SECTION A -A
HOURGLASS DRIVE
BACKFILL
x 6" TREATED POST
5.5'
(MIN.)
11' -(MIN)
1/4" PER FOOT MIN
SLOPE 1 /4" PER FOOT MIN
BIKE PATH OR WALK
(WIDTH LOCATION
VARIES PER PLAN)
CURB STAMP
NO SCALE
OF TOPSOIL
3" to 4" (75mm TO 1 00mm) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S is for Storm Sewer
SS is for Sanitary Sewer
D is for Subsurface or Base Drain
C is for Conduit
G is for Gas
W is for Water
NOTES:
1. Curb to be stamped at all locations where any of the above cross under a curb.
2. Letter to be stamped prior to concrete setting up, whenever possible.
3. Stamp to be a minimum of 1/2 inch (10mm) deep.
PAVEMENT
SECTION
TRANSI
COMPACTED SUBGRADE
CONC.
WALK
1/4' PER
OR
BIKE
PATH
PIPE UNDERDRAIN (TYP)
SEE DETAIL
STD 2' CHAIR BACK CURB
(6.5')
FOOT MIN
2' CONCRETE CHAIRBACK
CURB AND GUTTER
6" CHAIR BACK CURB
2.0% SLOPE
J 1" #11 HAC SURFACE
5" #5D HAC BASE
7" #53 COMPACTED STONE BASE
TRA ON
AREA
SECTION "A—A"
.oncre Dirt Cr C'jrl. Gutter
SUBSURFACE DRAIN
PIPE UNCERDRAIN
(Typical Installations)
NOTE: PIPE SHALL CONFORM IU :E OF SECTION 906.17
OF STANDARD SPECIFICATION.
INSTALLATION REQUIRED: 80TH SIDEIS or PAVEMENT WHERE REQUIRED
EY THE. ENGINEER.
CITY OF CA RMEL STANDARDS
EVSEC)
10 -9
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
NOTE: ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON.
STREET CROSS SECTION C -C
MILFORD STREET (EYEBROW)
MILFORD STREET (11PTON GREEN COMMONS)
TRANSVERSE
(11.5')
10.5'
PAVEMENT
STD 2' CHAIR BACK CURB
PAVEMENT
SECTION
EXPANSION JOINTS
PAVEMENT TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
e :111 =11 4 ?��SIDEWALKi. 11:11:11
;.IL —.II 11wII „11 'TI�II;! 1111II -II 11:11:
l l`` T ;S l`
CONCRETE SIDEWALK
NOT TO SCALE
NOTE: SIDEWALK AT DRIVEWAYS SHALL BE 6" MINIMUM OR DRIVEWAY
THICKNESS, WHICHEVER IS GREATER.
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQ ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
SIDEWALK DETAIL
TYPICAL SIDEWALK SECTION
NOT TO SCALE
MAX. 1:12
1:10 4 1:10
SLOPE SLOPE
PLAN VIEW
2' CONC. ROLL CURB
CHAT PATH SECTION
TOP OF CURB
BOTTOM OF CURB
4'-0" MIN.
SECTION A —A
WHEELCHAIR RAMP DETAIL
AT
O 0 0 0 0 0 0° o
O 0 00 0 0 °0 0 °o 0
O 0 0 o 0 0
O 0 0.0 0 0.0 0 0 0
�--1" #1 HAC SURFACE
2" #8 HAC BINDER
5" #53 STONE
ASPHALT PATH SECTION
U7
1-
w
0
U
J
U
L,J
0
w
w
w
a_
w
N
N.-`7 GISTE j 4-
!4:--0-
No.
0000075
STATE OF
iq uInp1tiI0',
DATE: 3/1/04
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)
t
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