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GRANULAR
BACKFILL
TOOLED CONTRACTION JOINT
DEPTH
COMPACTED SUBGRADE
1 A MIN MUM 0 DEEP
2.) SEE CONCRETE WALK SECTION FOR
LOCATION OF JOINTS.
3.) FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS. I 6"
VARIES
4" REBAR CONT. AT
TOP BOTTOM
SECTION A -A
1/2" PREFORMED
JOINT FILLE
SIDEWALK
0' TO 6' -6"
SLOPE 12:1 MAX.
SECTION A -A
4'-O"
SECTION B -B
DETECTABLE
WARNING
ELEMENTS
0' TO 6' -6"
SLOPE 12:1 MAX.
SIDEWALK
���cG I�I.�G GPG'e iS ICI N/MNRM I
DETECTABLE WARNING ELEMENTS
INTEGRAL CURB
SIDEWALK
SLOPE 12:1
1 /2" PREFORMED
JOINT FILLER SETTING BED
CONCRETE BASE
RAMP CONSTRUCTION DETAIL
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 UGHT -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 WAU<ING
SURFACES IN RESIUENCY OR SOUND -ON -CANE CONTACT.
SIDEWALK CURB RAMP
TYPE A
NO SCALE
PAVEMENT
6" STRAIGHT CURB
2'R
N
w
Q
DISABLED RAMP WITH MULTIPLE
DISABLED STALLS ALONG A WALK DETAIL
NO SCALE
APPLIED ALLING
COMPOUND
1"RADIUS TOOLED
ROUND EDGE
PAVEMENT
l
CURB TURNOUT
6x6 10/10
WELDED
WIRE FABRIC
SLOPE 1/4" PER FT.
6" HAND LAID RIPRAP
TO 9" DEPTH DOWN
TO FL OF DITCH
W •Y •Y W W
4 W W W W W W
•Y i W •Y •Y W •Y W W W W •Y W W W
PAVEMENT GRADE
WALK 6" ABOVE
SECTION B -B
NO SCALE
DETECTABLE WARNING ELEMENTS (TYP.)
WALK 0 PAVEMENT GRADE
PRECAST CONCRETE PARKING
BARRIER WITH 2 #3 REBARS
USE 4000 PSI CONCRETE
PLAN VIEW
RIBBED FINISH
B
MAXIMUM RAMP SLOPE 12:1
5 REBAR
1' -6" LONG
WITH 3/4"
HOLE CAST
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
UGHT -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.
A
SIDEWALK 00000000
a o 4' -0 "MIN.
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RAMP
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A
PLAN VIEW
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00
00
00
000
000
000
000
000
0 00
SECTION A -A
WIDTH OF RAMP (4' MIN.
MATCH CONNECTING
WALK WIDTH
SECTION B -B
NO SCALE
W W W W •Y
W W W W W
GRASS •h W •h W W W W
0
0
B
•a'.
DETECTABLE
WARNINGS
RETURNED CURB
DISABLED RAMP DETAIL
NO SCALE
WALK 6" ABOVE
PAVEMENT GRADE
PLACE EXPANSION JOINT AT BACK
OF CURB LINE OR AT SIDEWALK LINE
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 UGHT -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.
CURB, BUILDING, EDGE OF
PAVEMENT OR STRIPES
PRECAST CONCRETE WHEEL STOP
1" BEVELED EDGE
CONTINUOUS
1)General
A)The work subject to the requirements of this policy shall
include the production, hauling /delivery, excavation for,
placing, installation, jointing, curing, finishing, and other
work necessary to prepare foundations and soil subgrades,
install aggregate bases and install concrete curbing within
property within the corporate limits of the City of Carmel
and existing or proposed right -of -way.
B)This policy shall be the basis for acceptance of the work
by the City. Failure to adhere to the requirements of this
policy may result in non- acceptance of the work or other
remedies outlined in this policy.
C)Workmanship, materials and quality of the work completed
shall conform to the 2006 Standard Specifications of the
Indiana Department of Transportation (hereinafter referred
to as Standard Specifications), except where deviations are
allowed or specified herein, or variances are granted.
D)Where the minimum standards of any other governmental
agency having concurrent jurisdiction exceed these
standards, the higher standards shall apply.
E)If any plan or other note or specification on the approved
construction documents exceeds the minimum standards of
this policy, the higher standards shall apply.
F)Nothing contained herein shall be construed as prohibiting
the design and construction of improvements meeting
higher standards, nor as discouraging petitions to
appropriate governing bodies for variances for alternatives
which can be supported by advances in technology and
are approved by other agencies with concurrent jurisdiction.
G)AII work shall comply with the requirements of Section
105.03 of the Standard Specifications.
H)For the purposes of this policy, where the term Engineer
is used in this policy and the Standard Specifications, it
shall mean:
a)The Carmel City Engineer, staff of the Department of
Engineering, other personnel employed by the City of
Carmel, or authorized agent(s) that may be retained to
represent the City of Carmel.
ii) The Hamilton County Highway Engineer, staff of the
Hamilton County Highway Department, other personnel
employed by Iamilton County, or authorized agent(s)
that may be retained to represent Hamilton County
Highway, depending on the location of the work.
I) Authority of the engineer over the work shall be per
Section 105.01 of the Standard Specifications.
J)Prior to commencing the work, the Contractor performing
the work shall contact the Engineer to schedule a
pre- construction meeting to review the Engineer's
construction requirements, staff notification requirements,
required inspections for certain stages of the work and to
review the authority of the Engineer as it relates to the
work.
K)Under no circumstances shall work subject to the
standards established by this policy commence without
obtaining approved construction drawings by the City of
Carmel Department of Engineering.
L) At the sole discretion of the Engineer, the portions of this
policy related to inspections and testing of work subject to
the requirements of this policy outside of the right -of -way
shall be determined at the pre- construction meeting.
M) Dimensional and otlyz r standards for concrete curb shall
be in accordance with the City of Carmel Standard Details.
N)Under no circumstances shall material other than Portland
Cement Concrete meeting the standards established by this
policy be utilized to construct concrete curbs within the
corporate limits of the City of Carmel.
0)Under no circumstances shall extruded type curb be
installed within the corporate limits of the City of Carmel.
2)Foundation
A)General
i) This work shall consis of the construction /preparation of
the foundation in accordance with Section 105.03 of the
Standard Specifications.
ii)The foundation shall br- prepared in accordance with
Section 605.03(a) of the Standard Specifications and the
requirements of this pocy.
B)Excavation and Embankme it
i) Prior to beginning excavation and embankment
operations, all necessary clearing, grubbing, scalping and
topsoil stripping and subsequent backfilling for removed
items within the slope stake limits shall be performed in
accordance with Section 201.03 and 201.04 of the
Standard Specifications. Al l topsoil, vegetation, roots,
stumps, friable and deleterious material shall be
completely removed within the limits of the slope stakes.
ii) Excavations
(1) After excavation operations, all spongy and yielding
material that does not readily compact shall be
removed from within the slope stake limits and the
resulting void shall be refilled with suitable material
and compacted in accordance with Section 203 of the
Standard Specifications.
(2) Any pronounced depressions within the slope stake
limits resulting after excavation operations shall be
refilled with suitable material and compacted in
accordance with Section 203 of the Standard
Specifications.
iii) Embankments
(1) Embankments shall be constructed in accordance
with Section 203 of the Standard Specifications.
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COMPACTED BACKFILL
(2) All spongy and yielding material that does not readily
compact shall be removed from within the slope stake
limits prior to embankment operations.
(3) Any pronounced depressions within the slope stake
limits resulting after clearing, grubbing, scalping and
topsoil removal shall be refilled with suitable material
and compacted in accordance with Section 203 of the
Standard Specifications prior to embankment
operations.
(4) Prior to the construction of any embankment, the
original ground surface within the limits of the slope
stakes shall be leveled and the upper 6- inches shall
be compacted in accordance with Section 203 of the
Standard Specifications.
(5) Embankments shall be shaped to be well drained and
shall be protected to prevent erosion.
(6) Loose depth of each embankment lift, final
compacted depth, compaction method and compaction
requirements shall be in accordance with Section 203
of the Standard Specifications.
C)Soil Subgrades
i) Subgrades shall be installed on foundations constructed
in accordance with Section 2(A) and Section 2(B) of this
policy and only after the installation of all utilities and
subsurface drains indicated on the approved construction
documents to be located under the pavement are
completed. Trench backfilling work of these installations
shall be in accordance with the City of Carmel Trench
Backfilling specifications.
ii)The subgrade shall be shaped to the required grade and
sections, free from all ruts, corrugations, or other
irregularities.
iii) The subgrade shall be uniformly prepared, compacted
and approved in accordance with Sections 207.02,
207.03 and 207.04 of the Standard Specifications.
iv) Subgrades shall be inspected and approved by the
Engineer before any aggregate base or concrete curbs
are constructed. A proofroll shall be conducted in
accordance with Section 203.26 of the Standard
Specifications. Unacceptable areas shall be corrected to
the satisfaction of the Engineer before the placement of
any Aggregate Base or concrete curbing.
v) At the discretion of the Engineer, Subgrade that has
satisfactorily passed a proofroll, but remains uncovered
for a period of 14 calendar days prior to placing
Aggregate Base or concrete curbing or is subject to a
measurable rain event prior to placing Aggregate Base or
concrete curbing, shall be subject to additional proof
rolls prior to placement of the Aggregate Base or
concrete curbing.
3)Aggregate Bases
A)General
i) This work shall consist of placing a compacted
Aggregate Base on a prepared soil subgrade in
accordance with Section 105.03 of the Standard
Specifications.
ii)Aggregate Base materials shall be in accordance with
Section 301.02 of the Standard Specifications.
iii) The Aggregate Base material shall be obtained from
a Certified Aggregate Producer in accordance with
Section 917 of the Standard Specifications.
iv) The Aggregate Base material shall be handled and
transported to, and on, the work site in a manner that
minimizes segregation and moisture loss.
v)Aggregate Bases shall be constructed on approved soil
subgrades and to thicknesses equal or greater than
those indicated on the approved construction documents.
B)Temperature and Seasonal Limitations
i) The Aggregate Base shall be placed in accordance with
the temperature limitations of Section 301.04 of the
Standard Specifications.
ii) Frozen material shall not be placed.
iii) Aggregate Bases must be placed and pass proof roll
prior to November 30 in order to allow paving in
accordance with Section 4C(iv) of this policy.
C)Preparation
i) The prepared soil subgrade shall be free from
objectionable or foreign materials at the time of
placement.
ii)The subgrade shall be subject to additional proof rolls in
accordance with Section 203.26 of the Standard
Specifications just prior to placing the Aggregate Base
on the subgrade in accordance with Section 2C(v) of
this policy. Unacceptable areas shall be corrected to the
satisfaction of the Engineer before any Aggregate Base
is placed.
D)Spreading and Finishing
i) The Aggregate Base shall be spread in accordance with
Section 301.05 of the Standard Specifications.
ii) The Aggregate Base shall be compacted in accordance
with Section 301.06 of the Standard Specifications.
iii) Concrete curb shall be placed over the Aggregate
Base within 14 calendar days. Aggregate Bases that lay
exposed for a period of time greater than 14 calendar
days or experience a measurable rain event prior to the
placement of concrete curb shall be subject to
inspection and acceptance by the Engineer. At the
discretion of the Engineer, additional proof rolls may be
required.
MINIMUM
NO SCALE
CLASS "A"
CONCRETE
STRAIGHT CONCRETE CURB
NOTES. INTFGRAI COORR WITH CONCRETE AVNE NT ANI OR S @FWAI:K SHAH SA4IIAR SHAPE
AJ_ WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
SIIA .L CONFORM TO THE LASTEST R€' SION OF 'HE CITY OF CARMEL
CONCRETE CURB POLICY.
CITY OF CARMEL CONCRETE CURB POLICY
8ITLIMINGUS PAVEMENT
4)Concrete Curb
A)General
i) This work shall consist of placing concrete curbing on
prepared soil subgrades or Aggregate Bases in
accordance with Section 105.03 of the Standard
Specifications.
ii) Concrete curb shall be constructed on prepared soil
subgrades or Aggregate Bases to the dimensional
standards of the applicable City of Carmel Standard
Details or in accordance with the curbing details of the
approved construction documents.
iii) Materials used in the production of the concrete for
the curbing shall be in accordance with Section 605.02
of the Standard Specifications. High early strength
admixtures may be utilized but shall not be considered
in waiving any requirements of this policy.
iv) Equipment utilized for concrete curbing installation
work, including but not limited to production,
hauling /delivery, placing, installation, jointing, curing,
finishing and miscellaneous /ancillary activity shall be in
accordance with Section 508 of the Standard
Specifications.
v)Concrete production, mixing and hauling /delivery shall be
in accordance with Section 502.10 of the Standard
Specifications.
vi) Installation of the concrete curbing indicated on the
approved construction documents shall be completed in
the same paving season.
B)Preparation
i) The soil subgrade or Aggregate Base shall be subject to
additional proof rolls in accordance with Section 203.26
of the Standard Specifications just prior to placing the
HMA courses in accordance with Section 2C(v) and
3D(iii) of this policy. Unacceptable areas shall be
corrected to the satisfaction of the Engineer before
placement of any concrete curbing.
ii) All displacement or rutting of the soil subgrade or
Aggregate Base shall be repaired prior to placing
concrete curbing.
C)Weather and Seasonal Limitations
i) Concrete curbing shall only be placed in accordance with
Section 502.11 of the Standard Specifications. There
shall be no provision for installation below the
temperatures specified.
ii)No mixture shall be placed on a frozen subgrade or
Aggregate Base.
iii) Under no circumstances shall concrete curb be
placed between December 15 and March 30.
iv) If a soil subgrade or Aggregate Base over which
concrete curb is to placed, is placed and approved by
the City prior to November 30, placement of the
concrete curb will be allowed up to December 15,
provided that the ambient and soil subgrade or
Aggregate Base surface temperature complies with the
requirements of Section 4C(i) of this policy and the
paving contractor pay for the services of a full time
construction inspector and who shall act as an
authorized agent of the Engineer. The Engineer shall
select the construction inspector.
v) If the ambient and soil subgrade or Aggregate Base
surface temperature complies with the requirements of
Section 4C(i) of this policy between April 1 and April 15,
concrete curb shall be allowed to be placed on an
approved soil subgrade or Aggregate Base provided that
the paving contractor pay for the services of a full time
construction inspector and who shall act as an
authorized agent of the Engineer. The Engineer shall
select the construction inspector.
vi) The Engineer reserves the right to suspend all
concrete curb placement operations if, in the opinion of
the Engineer, that prevailing weather conditions and /or
the condition of the Subgrade and /or the Aggregate
Base may result in substandard concrete curb placement,
curing and finishing.
D)Placement
i) Concrete curb shall be placed in accordance with Section
502.09, 502.12 and 605.04(c) and 605.04(d) of the
Standard Specifications.
ii)Curb machines may be utilized in accordance with
Section 605.04(h) of the Standard Specifications provided
that the equipment conforms to the requirements of
Section 508 of the Standard Specifications.
iii) Formwork shall comply with the requirements of
Section 605.04(b) of the Standard Specifications.
iv) Forms shall be removed in accordance with Section
502.16 and 605.04(b) of the Standard Specifications.
E)Joints
i) Joints shall conform to the requirements of Section 503
and 605.04(e) of the Standard Specifications.
ii) Joints shall be installed at intervals of 10 -feet or less;
5 -foot or less along radii. Joints in integral curb and
sidewalks shall be located at the same location as the
joints in the adjoining sidewalk. Joints may be sawed or
tooled to a minimum depth of 1 ,4-inch.
50'
AXIMUM SPACING OF TRANSVERSE EXPANSION
JOINT
PAVEMENT
TRANSVERSE EXPANSION TRANSVERSE CONTRACTION
JOINTS (TYP.) JOINTS (NP.)
CURB JOINT DETAIL
NO SCALE
TOP OF CURB
BOTTOM OF
CURB
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 1/2" 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 50 FEET. CONTRACTION
JOINTS SHOULD BE INSTALLED AT 10 FOOT SPACING.
MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING IS 10 FEET ON TANGENTS AND 5 FEET ON RADII.
GRANULAR
BACKFILL
COMPACTED SUBGRADE
VARIES
TOOLED CONTRACTION JOINT
1/4" WIDE, MIN. 1 1/2" DEPTH
1/8" FT.
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.
NO SCALE
iii) Preformed expansion joints shall be placed at
intervals of 50 -feet or less, at all castings, the
beginning and end of all curb retums, the end of each
days work and where abutting existing construction. In
addition to these requirements, expansion joints in
integral curb and sidewalks shall be located at the same
location as the expansion joints in the adjoining sidewalk.
F)Finishing and Curing
i) The concrete curb shall be finished and cured in
accordance with Section 502.14, 502.15, 504 and
605.04(f) of the Standard Specifications.
ii)Curing compound shall be applied to all exposed
surfaces on slip formed concrete curb. For formed
concrete curb, curing compound shall be applied to all
exposed surfaces including sides after any forms are
removed.
iii) The concrete curb shall be allowed to cure for a
minimum of 5 -days prior to commencing backfilling
operations adjacent to the concrete curbing.
G)Backfilling
1) The spaces adjacent to the concrete curb shall be
backfilled in accordance with Section 605.04(g) of the
Standard Specifications only after the concrete curbing is
inspected and accepted by the Engineer in accordance
with Section 5 of this policy.
ii)Backfilling operations shall be completed prior to opening
the area to regular construction traffic.
5)Inspections
A)AII materials furnished and each part or detail of the work
will be subject to inspection per Section 105.10 of the
Standard Specifications for the purpose of ascertaining
that the work is in substantial conformance with this policy
and the approved construction documents.
B)The Contractor shall notify the Engineer a minimum of
48 -hours in advance of commencing any work subject to
the standards established by this policy.
C)The Contractor shall schedule proofrolls with the Engineer
a minimum of 48 -hours in advance of such proofrolls.
D)The Contractor and Engineer will conduct an inspection of
the new concrete curbing for any damage, including
freezing or random cracks. The inspection and all
necessary repairs shall be completed prior to backfilling
operations.
E)Sampling and testing of materials, equipment or
construction work may be required at the expense of the
Contractor at the discretion of the Engineer for the
purpose of ascertaining that the work is in substantial
conformance with this policy and the approved construction
documents. Sampling and testing shall conform to the
requirements of the sections of the Standard Specifications
applicable to the portion of the work suspected to be
non compliant or as directed by the Engineer.
F) Where the Engineer determines that is necessary to
confirm compliance with standards of quality or thickness,
concrete curb shall be cored and tested at the expense of
the Contractor. The average thicknesses of the curb must
equal or exceed the minimum prescribed by the approved
construction documents.
G)Such inspections shall not be construed to relieve the
developers' engineers or contractors in any way from their
obligations and responsibilities under their contracts.
Specifically, inspection by the Engineer, or by retained
engineers or testing agencies, shall not require them to
assume responsibilities for the approved construction
documents, for any misinterpretation of the approved
construction documents by the contractors during
construction, or for the means and methods of
construction, nor for safety on the job site.
H)Work identified to not meet the requirements of this
policy or the approved construction documents,
unacceptable work, whether the result of poor
workmanship, use of defective materials, damage through
carelessness, or any other cause found to exist prior to
the final acceptance of the work, shall be removed
immediately and replaced in an acceptable manner at the
Contractor's expense.
I) If the Contractor fails to comply forthwith with any order
made under the provisions of this subsection, the Engineer
will have authority to cause unacceptable work to be
remedied or removed and replaced; to cause unauthorized
work to be removed; and to deduct the costs from any
monies due or to become due.
J)Work done contrary to instructions provided by the
Engineer shall be considered unacceptable and subject to
immediate removal and replacement in accordance with the
instructions provided by the Engineer.
6)Acceptance
A)Before acceptance of the concrete curb, the Engineer shall
determine if the improvements are in substantial
compliance with this policy (except for any variances
granted) and the approved construction documents.
B)The Engineer may, at his sole discretion, accept work
that is not in conformance with this policy provided that
the work is bonded for a period greater than three years.
The Engineer shall establish the extended bonding
requirement.
6"
6"
INTEGRAL WALK AND CURB
APPLIED ANTI SPALLING
COMPOUND
1 "RADIUS TOOLED
ROUND EDGE
(o
PAVEMENT
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TOOLED CONTRACTION JOINT
DEPTH
COMPACTED SUBGRADE
1 A MIN MUM 0 DEEP
2.) SEE CONCRETE WALK SECTION FOR
LOCATION OF JOINTS.
3.) FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS. I 6"
VARIES
4" REBAR CONT. AT
TOP BOTTOM
SECTION A -A
1/2" PREFORMED
JOINT FILLE
SIDEWALK
0' TO 6' -6"
SLOPE 12:1 MAX.
SECTION A -A
4'-O"
SECTION B -B
DETECTABLE
WARNING
ELEMENTS
0' TO 6' -6"
SLOPE 12:1 MAX.
SIDEWALK
���cG I�I.�G GPG'e iS ICI N/MNRM I
DETECTABLE WARNING ELEMENTS
INTEGRAL CURB
SIDEWALK
SLOPE 12:1
1 /2" PREFORMED
JOINT FILLER SETTING BED
CONCRETE BASE
RAMP CONSTRUCTION DETAIL
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 UGHT -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 WAU<ING
SURFACES IN RESIUENCY OR SOUND -ON -CANE CONTACT.
SIDEWALK CURB RAMP
TYPE A
NO SCALE
PAVEMENT
6" STRAIGHT CURB
2'R
N
w
Q
DISABLED RAMP WITH MULTIPLE
DISABLED STALLS ALONG A WALK DETAIL
NO SCALE
APPLIED ALLING
COMPOUND
1"RADIUS TOOLED
ROUND EDGE
PAVEMENT
l
CURB TURNOUT
6x6 10/10
WELDED
WIRE FABRIC
SLOPE 1/4" PER FT.
6" HAND LAID RIPRAP
TO 9" DEPTH DOWN
TO FL OF DITCH
W •Y •Y W W
4 W W W W W W
•Y i W •Y •Y W •Y W W W W •Y W W W
PAVEMENT GRADE
WALK 6" ABOVE
SECTION B -B
NO SCALE
DETECTABLE WARNING ELEMENTS (TYP.)
WALK 0 PAVEMENT GRADE
PRECAST CONCRETE PARKING
BARRIER WITH 2 #3 REBARS
USE 4000 PSI CONCRETE
PLAN VIEW
RIBBED FINISH
B
MAXIMUM RAMP SLOPE 12:1
5 REBAR
1' -6" LONG
WITH 3/4"
HOLE CAST
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
UGHT -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.
A
SIDEWALK 00000000
a o 4' -0 "MIN.
00000000.0
000000000
0000000
•0 00000
o• 00000
RAMP
00•0000
0000000
0.00000
.00000
•00000
000000
000000
000000
0000000
A
PLAN VIEW
•o
00
00
00
00
00
000
000
000
000
000
0 00
SECTION A -A
WIDTH OF RAMP (4' MIN.
MATCH CONNECTING
WALK WIDTH
SECTION B -B
NO SCALE
W W W W •Y
W W W W W
GRASS •h W •h W W W W
0
0
B
•a'.
DETECTABLE
WARNINGS
RETURNED CURB
DISABLED RAMP DETAIL
NO SCALE
WALK 6" ABOVE
PAVEMENT GRADE
PLACE EXPANSION JOINT AT BACK
OF CURB LINE OR AT SIDEWALK LINE
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 UGHT -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.
CURB, BUILDING, EDGE OF
PAVEMENT OR STRIPES
PRECAST CONCRETE WHEEL STOP
1" BEVELED EDGE
CONTINUOUS
1)General
A)The work subject to the requirements of this policy shall
include the production, hauling /delivery, excavation for,
placing, installation, jointing, curing, finishing, and other
work necessary to prepare foundations and soil subgrades,
install aggregate bases and install concrete curbing within
property within the corporate limits of the City of Carmel
and existing or proposed right -of -way.
B)This policy shall be the basis for acceptance of the work
by the City. Failure to adhere to the requirements of this
policy may result in non- acceptance of the work or other
remedies outlined in this policy.
C)Workmanship, materials and quality of the work completed
shall conform to the 2006 Standard Specifications of the
Indiana Department of Transportation (hereinafter referred
to as Standard Specifications), except where deviations are
allowed or specified herein, or variances are granted.
D)Where the minimum standards of any other governmental
agency having concurrent jurisdiction exceed these
standards, the higher standards shall apply.
E)If any plan or other note or specification on the approved
construction documents exceeds the minimum standards of
this policy, the higher standards shall apply.
F)Nothing contained herein shall be construed as prohibiting
the design and construction of improvements meeting
higher standards, nor as discouraging petitions to
appropriate governing bodies for variances for alternatives
which can be supported by advances in technology and
are approved by other agencies with concurrent jurisdiction.
G)AII work shall comply with the requirements of Section
105.03 of the Standard Specifications.
H)For the purposes of this policy, where the term Engineer
is used in this policy and the Standard Specifications, it
shall mean:
a)The Carmel City Engineer, staff of the Department of
Engineering, other personnel employed by the City of
Carmel, or authorized agent(s) that may be retained to
represent the City of Carmel.
ii) The Hamilton County Highway Engineer, staff of the
Hamilton County Highway Department, other personnel
employed by Iamilton County, or authorized agent(s)
that may be retained to represent Hamilton County
Highway, depending on the location of the work.
I) Authority of the engineer over the work shall be per
Section 105.01 of the Standard Specifications.
J)Prior to commencing the work, the Contractor performing
the work shall contact the Engineer to schedule a
pre- construction meeting to review the Engineer's
construction requirements, staff notification requirements,
required inspections for certain stages of the work and to
review the authority of the Engineer as it relates to the
work.
K)Under no circumstances shall work subject to the
standards established by this policy commence without
obtaining approved construction drawings by the City of
Carmel Department of Engineering.
L) At the sole discretion of the Engineer, the portions of this
policy related to inspections and testing of work subject to
the requirements of this policy outside of the right -of -way
shall be determined at the pre- construction meeting.
M) Dimensional and otlyz r standards for concrete curb shall
be in accordance with the City of Carmel Standard Details.
N)Under no circumstances shall material other than Portland
Cement Concrete meeting the standards established by this
policy be utilized to construct concrete curbs within the
corporate limits of the City of Carmel.
0)Under no circumstances shall extruded type curb be
installed within the corporate limits of the City of Carmel.
2)Foundation
A)General
i) This work shall consis of the construction /preparation of
the foundation in accordance with Section 105.03 of the
Standard Specifications.
ii)The foundation shall br- prepared in accordance with
Section 605.03(a) of the Standard Specifications and the
requirements of this pocy.
B)Excavation and Embankme it
i) Prior to beginning excavation and embankment
operations, all necessary clearing, grubbing, scalping and
topsoil stripping and subsequent backfilling for removed
items within the slope stake limits shall be performed in
accordance with Section 201.03 and 201.04 of the
Standard Specifications. Al l topsoil, vegetation, roots,
stumps, friable and deleterious material shall be
completely removed within the limits of the slope stakes.
ii) Excavations
(1) After excavation operations, all spongy and yielding
material that does not readily compact shall be
removed from within the slope stake limits and the
resulting void shall be refilled with suitable material
and compacted in accordance with Section 203 of the
Standard Specifications.
(2) Any pronounced depressions within the slope stake
limits resulting after excavation operations shall be
refilled with suitable material and compacted in
accordance with Section 203 of the Standard
Specifications.
iii) Embankments
(1) Embankments shall be constructed in accordance
with Section 203 of the Standard Specifications.
.J
0 z
I
COMPACTED BACKFILL
(2) All spongy and yielding material that does not readily
compact shall be removed from within the slope stake
limits prior to embankment operations.
(3) Any pronounced depressions within the slope stake
limits resulting after clearing, grubbing, scalping and
topsoil removal shall be refilled with suitable material
and compacted in accordance with Section 203 of the
Standard Specifications prior to embankment
operations.
(4) Prior to the construction of any embankment, the
original ground surface within the limits of the slope
stakes shall be leveled and the upper 6- inches shall
be compacted in accordance with Section 203 of the
Standard Specifications.
(5) Embankments shall be shaped to be well drained and
shall be protected to prevent erosion.
(6) Loose depth of each embankment lift, final
compacted depth, compaction method and compaction
requirements shall be in accordance with Section 203
of the Standard Specifications.
C)Soil Subgrades
i) Subgrades shall be installed on foundations constructed
in accordance with Section 2(A) and Section 2(B) of this
policy and only after the installation of all utilities and
subsurface drains indicated on the approved construction
documents to be located under the pavement are
completed. Trench backfilling work of these installations
shall be in accordance with the City of Carmel Trench
Backfilling specifications.
ii)The subgrade shall be shaped to the required grade and
sections, free from all ruts, corrugations, or other
irregularities.
iii) The subgrade shall be uniformly prepared, compacted
and approved in accordance with Sections 207.02,
207.03 and 207.04 of the Standard Specifications.
iv) Subgrades shall be inspected and approved by the
Engineer before any aggregate base or concrete curbs
are constructed. A proofroll shall be conducted in
accordance with Section 203.26 of the Standard
Specifications. Unacceptable areas shall be corrected to
the satisfaction of the Engineer before the placement of
any Aggregate Base or concrete curbing.
v) At the discretion of the Engineer, Subgrade that has
satisfactorily passed a proofroll, but remains uncovered
for a period of 14 calendar days prior to placing
Aggregate Base or concrete curbing or is subject to a
measurable rain event prior to placing Aggregate Base or
concrete curbing, shall be subject to additional proof
rolls prior to placement of the Aggregate Base or
concrete curbing.
3)Aggregate Bases
A)General
i) This work shall consist of placing a compacted
Aggregate Base on a prepared soil subgrade in
accordance with Section 105.03 of the Standard
Specifications.
ii)Aggregate Base materials shall be in accordance with
Section 301.02 of the Standard Specifications.
iii) The Aggregate Base material shall be obtained from
a Certified Aggregate Producer in accordance with
Section 917 of the Standard Specifications.
iv) The Aggregate Base material shall be handled and
transported to, and on, the work site in a manner that
minimizes segregation and moisture loss.
v)Aggregate Bases shall be constructed on approved soil
subgrades and to thicknesses equal or greater than
those indicated on the approved construction documents.
B)Temperature and Seasonal Limitations
i) The Aggregate Base shall be placed in accordance with
the temperature limitations of Section 301.04 of the
Standard Specifications.
ii) Frozen material shall not be placed.
iii) Aggregate Bases must be placed and pass proof roll
prior to November 30 in order to allow paving in
accordance with Section 4C(iv) of this policy.
C)Preparation
i) The prepared soil subgrade shall be free from
objectionable or foreign materials at the time of
placement.
ii)The subgrade shall be subject to additional proof rolls in
accordance with Section 203.26 of the Standard
Specifications just prior to placing the Aggregate Base
on the subgrade in accordance with Section 2C(v) of
this policy. Unacceptable areas shall be corrected to the
satisfaction of the Engineer before any Aggregate Base
is placed.
D)Spreading and Finishing
i) The Aggregate Base shall be spread in accordance with
Section 301.05 of the Standard Specifications.
ii) The Aggregate Base shall be compacted in accordance
with Section 301.06 of the Standard Specifications.
iii) Concrete curb shall be placed over the Aggregate
Base within 14 calendar days. Aggregate Bases that lay
exposed for a period of time greater than 14 calendar
days or experience a measurable rain event prior to the
placement of concrete curb shall be subject to
inspection and acceptance by the Engineer. At the
discretion of the Engineer, additional proof rolls may be
required.
MINIMUM
NO SCALE
CLASS "A"
CONCRETE
STRAIGHT CONCRETE CURB
NOTES. INTFGRAI COORR WITH CONCRETE AVNE NT ANI OR S @FWAI:K SHAH SA4IIAR SHAPE
AJ_ WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
SIIA .L CONFORM TO THE LASTEST R€' SION OF 'HE CITY OF CARMEL
CONCRETE CURB POLICY.
CITY OF CARMEL CONCRETE CURB POLICY
8ITLIMINGUS PAVEMENT
4)Concrete Curb
A)General
i) This work shall consist of placing concrete curbing on
prepared soil subgrades or Aggregate Bases in
accordance with Section 105.03 of the Standard
Specifications.
ii) Concrete curb shall be constructed on prepared soil
subgrades or Aggregate Bases to the dimensional
standards of the applicable City of Carmel Standard
Details or in accordance with the curbing details of the
approved construction documents.
iii) Materials used in the production of the concrete for
the curbing shall be in accordance with Section 605.02
of the Standard Specifications. High early strength
admixtures may be utilized but shall not be considered
in waiving any requirements of this policy.
iv) Equipment utilized for concrete curbing installation
work, including but not limited to production,
hauling /delivery, placing, installation, jointing, curing,
finishing and miscellaneous /ancillary activity shall be in
accordance with Section 508 of the Standard
Specifications.
v)Concrete production, mixing and hauling /delivery shall be
in accordance with Section 502.10 of the Standard
Specifications.
vi) Installation of the concrete curbing indicated on the
approved construction documents shall be completed in
the same paving season.
B)Preparation
i) The soil subgrade or Aggregate Base shall be subject to
additional proof rolls in accordance with Section 203.26
of the Standard Specifications just prior to placing the
HMA courses in accordance with Section 2C(v) and
3D(iii) of this policy. Unacceptable areas shall be
corrected to the satisfaction of the Engineer before
placement of any concrete curbing.
ii) All displacement or rutting of the soil subgrade or
Aggregate Base shall be repaired prior to placing
concrete curbing.
C)Weather and Seasonal Limitations
i) Concrete curbing shall only be placed in accordance with
Section 502.11 of the Standard Specifications. There
shall be no provision for installation below the
temperatures specified.
ii)No mixture shall be placed on a frozen subgrade or
Aggregate Base.
iii) Under no circumstances shall concrete curb be
placed between December 15 and March 30.
iv) If a soil subgrade or Aggregate Base over which
concrete curb is to placed, is placed and approved by
the City prior to November 30, placement of the
concrete curb will be allowed up to December 15,
provided that the ambient and soil subgrade or
Aggregate Base surface temperature complies with the
requirements of Section 4C(i) of this policy and the
paving contractor pay for the services of a full time
construction inspector and who shall act as an
authorized agent of the Engineer. The Engineer shall
select the construction inspector.
v) If the ambient and soil subgrade or Aggregate Base
surface temperature complies with the requirements of
Section 4C(i) of this policy between April 1 and April 15,
concrete curb shall be allowed to be placed on an
approved soil subgrade or Aggregate Base provided that
the paving contractor pay for the services of a full time
construction inspector and who shall act as an
authorized agent of the Engineer. The Engineer shall
select the construction inspector.
vi) The Engineer reserves the right to suspend all
concrete curb placement operations if, in the opinion of
the Engineer, that prevailing weather conditions and /or
the condition of the Subgrade and /or the Aggregate
Base may result in substandard concrete curb placement,
curing and finishing.
D)Placement
i) Concrete curb shall be placed in accordance with Section
502.09, 502.12 and 605.04(c) and 605.04(d) of the
Standard Specifications.
ii)Curb machines may be utilized in accordance with
Section 605.04(h) of the Standard Specifications provided
that the equipment conforms to the requirements of
Section 508 of the Standard Specifications.
iii) Formwork shall comply with the requirements of
Section 605.04(b) of the Standard Specifications.
iv) Forms shall be removed in accordance with Section
502.16 and 605.04(b) of the Standard Specifications.
E)Joints
i) Joints shall conform to the requirements of Section 503
and 605.04(e) of the Standard Specifications.
ii) Joints shall be installed at intervals of 10 -feet or less;
5 -foot or less along radii. Joints in integral curb and
sidewalks shall be located at the same location as the
joints in the adjoining sidewalk. Joints may be sawed or
tooled to a minimum depth of 1 ,4-inch.
50'
AXIMUM SPACING OF TRANSVERSE EXPANSION
JOINT
PAVEMENT
TRANSVERSE EXPANSION TRANSVERSE CONTRACTION
JOINTS (TYP.) JOINTS (NP.)
CURB JOINT DETAIL
NO SCALE
TOP OF CURB
BOTTOM OF
CURB
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 1/2" 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 50 FEET. CONTRACTION
JOINTS SHOULD BE INSTALLED AT 10 FOOT SPACING.
MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING IS 10 FEET ON TANGENTS AND 5 FEET ON RADII.
GRANULAR
BACKFILL
COMPACTED SUBGRADE
VARIES
TOOLED CONTRACTION JOINT
1/4" WIDE, MIN. 1 1/2" DEPTH
1/8" FT.
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.
NO SCALE
iii) Preformed expansion joints shall be placed at
intervals of 50 -feet or less, at all castings, the
beginning and end of all curb retums, the end of each
days work and where abutting existing construction. In
addition to these requirements, expansion joints in
integral curb and sidewalks shall be located at the same
location as the expansion joints in the adjoining sidewalk.
F)Finishing and Curing
i) The concrete curb shall be finished and cured in
accordance with Section 502.14, 502.15, 504 and
605.04(f) of the Standard Specifications.
ii)Curing compound shall be applied to all exposed
surfaces on slip formed concrete curb. For formed
concrete curb, curing compound shall be applied to all
exposed surfaces including sides after any forms are
removed.
iii) The concrete curb shall be allowed to cure for a
minimum of 5 -days prior to commencing backfilling
operations adjacent to the concrete curbing.
G)Backfilling
1) The spaces adjacent to the concrete curb shall be
backfilled in accordance with Section 605.04(g) of the
Standard Specifications only after the concrete curbing is
inspected and accepted by the Engineer in accordance
with Section 5 of this policy.
ii)Backfilling operations shall be completed prior to opening
the area to regular construction traffic.
5)Inspections
A)AII materials furnished and each part or detail of the work
will be subject to inspection per Section 105.10 of the
Standard Specifications for the purpose of ascertaining
that the work is in substantial conformance with this policy
and the approved construction documents.
B)The Contractor shall notify the Engineer a minimum of
48 -hours in advance of commencing any work subject to
the standards established by this policy.
C)The Contractor shall schedule proofrolls with the Engineer
a minimum of 48 -hours in advance of such proofrolls.
D)The Contractor and Engineer will conduct an inspection of
the new concrete curbing for any damage, including
freezing or random cracks. The inspection and all
necessary repairs shall be completed prior to backfilling
operations.
E)Sampling and testing of materials, equipment or
construction work may be required at the expense of the
Contractor at the discretion of the Engineer for the
purpose of ascertaining that the work is in substantial
conformance with this policy and the approved construction
documents. Sampling and testing shall conform to the
requirements of the sections of the Standard Specifications
applicable to the portion of the work suspected to be
non compliant or as directed by the Engineer.
F) Where the Engineer determines that is necessary to
confirm compliance with standards of quality or thickness,
concrete curb shall be cored and tested at the expense of
the Contractor. The average thicknesses of the curb must
equal or exceed the minimum prescribed by the approved
construction documents.
G)Such inspections shall not be construed to relieve the
developers' engineers or contractors in any way from their
obligations and responsibilities under their contracts.
Specifically, inspection by the Engineer, or by retained
engineers or testing agencies, shall not require them to
assume responsibilities for the approved construction
documents, for any misinterpretation of the approved
construction documents by the contractors during
construction, or for the means and methods of
construction, nor for safety on the job site.
H)Work identified to not meet the requirements of this
policy or the approved construction documents,
unacceptable work, whether the result of poor
workmanship, use of defective materials, damage through
carelessness, or any other cause found to exist prior to
the final acceptance of the work, shall be removed
immediately and replaced in an acceptable manner at the
Contractor's expense.
I) If the Contractor fails to comply forthwith with any order
made under the provisions of this subsection, the Engineer
will have authority to cause unacceptable work to be
remedied or removed and replaced; to cause unauthorized
work to be removed; and to deduct the costs from any
monies due or to become due.
J)Work done contrary to instructions provided by the
Engineer shall be considered unacceptable and subject to
immediate removal and replacement in accordance with the
instructions provided by the Engineer.
6)Acceptance
A)Before acceptance of the concrete curb, the Engineer shall
determine if the improvements are in substantial
compliance with this policy (except for any variances
granted) and the approved construction documents.
B)The Engineer may, at his sole discretion, accept work
that is not in conformance with this policy provided that
the work is bonded for a period greater than three years.
The Engineer shall establish the extended bonding
requirement.
6"
6"
INTEGRAL WALK AND CURB
APPLIED ANTI SPALLING
COMPOUND
1 "RADIUS TOOLED
ROUND EDGE
(o
PAVEMENT
N
6x6 10/10
WELDED
WIRE FABRIC
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Summary_of_Lateral_Installation_Requirements_03260C
SCHVGNVIS 7371WV3 k11,9
BACKFILL.jpg: Service_Lateral_Detail.jpg:
FAX: 317.291.5805
IN 46278-2727
ear° 311K,No)
underdrain.jpg:
MANHOLE.jpg:
Bank—Parkwood
Interactive