HomeMy WebLinkAbout72-01 C901 SpecificationsO
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3. Placing Concrete - Concrete shall be
deposited so as to require as little
rehandling as practicable. When concrete is
to be placed at an atmospheric temperature of
35 degrees F. or less, paragraph 702.10 of
the Indiana Department of Transportation
Specifications latest revision shall be
followed.
F. Concrete Curb
1. Expansion Joints - Shall be 1/2 inch thick
premoulded between storm structures & curb.
2. Contraction /Control Joints - Unless otherwise
provided, contraction joints shall be sawed
or scored joints spaced 10 feet on center, except for
intersection radii where joints shall be placed 5' o.c.
3. Finish - Tamp and screed concrete as soon as
placed, and fill any honey combed places.
Finish square corners to 1/4" radius and
other corners to radii shown.
G. Concrete Walks and Exterior Steps
1. Slopes - Provide 1/4 inch per foot cross
slope. Make adjustments in slopes at walk
intersections as necessary to provide proper
drainage.
2. Dimensions - Walks and steps shall be one
course construction and of widths and details
shown on the drawings.
3. Finish - Screed concrete and trowel with a
steel trowel to a hard dense surface after
surface water has disappeared. Apply medium
broom finish and scribe control joints at 5
foot spacing. Provide 1/2" expansion joints
where sidewalks intersect, and at a maximum
spacing of 48 feet between expansion joints.
H. Curing Concrete - Except as otherwise specified,
cure all concrete by one of the methods described
in Section 501.17 of the Indiana Department of
Transportation Specifications, latest revision.
I. Bituminous Pavement - Hot asphalt concrete
pavement shall be as specified in Section 403 of
the Indiana Department of Transportation
Specifications latest revisions. Paving will not
be permitted during unfavorable weather or when
the temperature is 40 degrees F. and falling.
J. Compacted Aggregate Subbase - the thickness shown
on the drawings is the minimum thickness of the
fully compacted subbase. Compaction shall be
accomplished by rolling with a smooth wheeled
roller weighing 8 to 10 tons. Compact to 90%
compaction using Standard Testing Procedures.
Along curbs, headers and walls and at all placed
not accessible to the roller, the aggregate
material shall be tamped with mechanical tampers
or with approved hand tampers.
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STATE OF :• �`
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DATE: �10�
IIIIS DRAWING AND IHI IDf A'�, DI `,IGN ; AND
Ct�Nrf -I' L'. (,O N I AINI D Ill l�f IN ARf II tI I Xt'.(Ill M
INTELLECTUAL PROFERf'r OF (HE 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. (2001)
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
PROJECT NO.:
5/31/01
G. Backfilling - fora depth of at least 12 inches
DRAWN BY:
8. Earth Work Balance
J. Flushing Sewers - Flush all sanitary sewers except
above the top of the pipe, backfill with earth or
EARTHWORK
The Contractor shall confirm all earthwork quantities
building sewers with water to obtain free flow
granular material free from large stones, rock
SHEET NO.:
prior to start of construction. If an excess or
through each line. Remove all silt and trash from
fragments, roots or sod. Tamp this backfill
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shortage of earth is encountered, the Contractor shall
appurtenances just prior to acceptance of work.
thoroughly, taking care not to disturb the pipe.
1. SCOPE OF WORK
confirm with the Owner and Engineer the requirements
For the remaining trench depth, backfill with
A. Extent: The work required under this section
for stockpiling, removal or importing of earth.
K. Plastic Sewer Pipe Installation - Plastic sewer
earth or granular material containing stones or
of all excavating, filling, rough grading
�---+
pipe shall be installed in a accordance with ASTM
rocks not larger than 4 inches. Backfill under
consists
and related items necessary to complete the work
Minor adjustments to the grades may be required to
D2321 per latest revision and no plastic pipe
and within 5' of walks, parking areas, driveways
indicated on the drawings and described in the
earthwork balances when minor excess material or
shall exceed a deflection of 5 %.
and street shall be granular material only -
specifications. The Contractor shall notify in
shortages are encountered. It is recognized by the
No drains, footing
thoroughly compacted by approved methods.
writing the owners and the Engineer of any changes,
parties hereto that the calculations of the Engineer
in determining earthwork quantities shall be ac-
L. Storm Water Connections - roof
drains and /or surface water drains may be
H. Manhole Inverts - Construct manhole flow channels
errors, or omissions found on the plans or in
complished in accordance with the American Society of
connected to the sanitary sewer systems, including
of concrete sewer pipe or brick, smoothly finished
the field, before work is started or resumed.
Civil Engineers Standards for such calculations.
temporary connections during construction.
and of semi - circular section conforming to the
Further, that these calculations are subject to the
inside diameter of the connecting sewers. Make
interpretations of soil borings as the physical limits
M. Waterline Crossing - Where water lines and
changes in size or grade gradually and changes in
1. In general, the items of work to be
of the various soil types, also the allowable variation
sanitary sewers cross and water lines cannot be
direction by true curves. Provide such channels
performed under this section shall include:
in finish grade and compaction permitted the contractor,
placed above the sewer with a minimum of 18 inches
for all connecting sewers at each manhole.
clearing and grubbing, removal of trees and
and that all of these parameters may cause either an
vertical clearance, the sewer must be constructed
stumps (where required), protection of trees
excess or shortage of actual earthwork materials to
of water works grade ductile iron pipe with
I. Subdrains - All subdrains shall be of the size
to remain, stripping and storage of topsoil,
complete the project. If such an actual minor excess or
mechanical joints within 10 feet of the water
shown on the plans and shall be constructed to the
fill compaction and rough grading of entire
shortage of materials occurs, the contractor shall
line.
grades shown. All drains constructed off -site as
site.
contact the engineer to determine if adjustment can be
part of the outlet drain will be located as shown.
2. Excavated material that is suitable may be
made to correct the imbalance of earth.
N. Utilities - It shall be the responsibility of
each contractor to verify all existing utilities
J. Utilities - It shall be the responsibility of each
used for fills. All unsuitable material and
and conditions pertaining to his phase of the
contractor to verify all existing utilities and
all surplus excavated material not required
work. It shall also be the contractors
conditions pertaining to his phase of the work.
shall be removed from the site. The
responsibility to contact the owners of the
It shall also be the contractors responsibility to
location of dump and length of haul shall be
SANITARY SEWER SYSTEMS
various utilities before work is started. The
contact the owners of the various utilities before
the Contractor's responsibility.
contractor shall notify in writing the owners and
work is started. The contractor shall notify in
the engineer of any changes, errors or omissions
writing the owners or the engineer of any changes,
3. Provide and place any additional fill
1. SCOPE OF WORK
found on these plans or in the field before work
errors or omissions found on these plans or in the
material from off the site as may be
is started or resumed.
field before work is started or resumed.
necessary to produce the grades required.
Fill obtained from off site shall be of kind
The work under this section includes all sanitary
manholes, cleanouts and related items including
0. Service Laterals - Individual lot service lines
K. Contractor to grout joints inside storm
and quality as specified for fills herein
sewers,
excavating and backfilling, necessary to complete the
shall be 6" in diameter and of material equal to
structures where pipes enter or exit
and the source approved by the Owner.
work shown in the drawings, starting five feet outside
that specified in 2A of this section. Service
and between structure and casting.
4. The Contractor shall accept the site as he
the building walls. The ends of sewers shall be
tightly plugged or capped at the terminal points,
lines shall be connected to the main sewer by a
wye at locations shown on plan & profile sheets.
finds it and shall remove all trash, rubbish
debris from the site prior to starting
adjacent to buildings, pending the connecting of all
Unless otherwise noted, lateral ends shall be extended
laterals be
and
excavation.
such lines to the building drain as specified in the
plumbing specifications and architectural drawings.
to edge of easement. Location of shall
marked on curb by stamping curb with "SA" at time
STREETS
of curb placement. Letters shall be 2" in height
B. Work not included: The following items of
2. MATERIALS
& painted with green paint after concrete is cured.
related work are specified and included in other
Ends of lines shall be marked with a wood 4x4
sections of these specifications:
A. Sanitary Sewers
painted green.
1. SCOPE OF WORK
1. Excavation, grading and backfilling for
1. All gravity plastic sewer pipe and fittings
P. New Sanitary Sewer Main Construction - Contractor
The work required under this section includes all
utility lines
shall conform to ASTM D3034, SDR -35 and meet
shall record dimensions of each service line stub
concrete and bituminous paving and related items
2. Storm drainage systems
a cell classification of 12454 B in
from nearest downstream manhole measured along
The locations of
necessary to complete the work indicated on drawings
accordance with ASTM 1784.
the sanitary sewer main.
and described in the specifications, including but not
manholes and service lines along with any other
limited to:
3. Sanitary sewer systems
B. Manholes
construction changes are to be incorporated on
"Record
the original construction drawings and
All streets, parking areas in contract limits
4. Streets and paving
1. Precast reinforced concrete manhole sections
Drawing prints submitted to the City of Cuorriel
Curbs and gutters
5. Water supply system
and steps shall conform to ASTM C -478 latest
and the engineer as soon after completion of
Sidewalks and concrete slabs, exterior steps
revision.
construction as possible.
2. BENCH MARKS
2. Castings shall be of uniform quality, free
2. MATERIALS
Maintain carefully all bench marks, monuments and other
from blow holes, porosity, hard spots,
A. Concrete - Concrete shall be ready -mixed concrete
reference points; if disturbed or destroyed, contractor
a distortion or other defects. They
shrinkage
9
and shall be a mix of proportioned fine and
contact engineer.
shall be smooth and well - cleaned by shot-
STORM SEWER SYSTEMS
coarse aggregates with Portland cement and water.
shall
blasting or by some other approved method.
Minimum cement content shall be 6 bags per cubic
3. REMOVAL OF TREES
They shall be coated with asphalt paint
1. SCOPE OF WORK
yard of concrete and maximum water content shall
which shall result in a smooth coating,
which
be 5.5 U.S. gallons per sack of cement, including
A. Remove all trees and stumps from area to be
hand tenacious when cold, not tack or
9 Y
The work under this section includes all storm sewers,
moisture in the aggregate. Slump for normal
occupied by road and surfaced areas. Removal of
brittle. They shall be gray iron meeting
storm water inlets, and related items, including
weight concrete shall be a maximum of 4 inches
trees outside these areas shall only be done as
ASTM A -48 latest revision. Manhole covers
excavating and backfilling, necessary to complete the
and a minimum of 2 inches. the slump of machine
noted on drawings or approved by the Owner.
for sanitary sewer shall be Neenah Type
work shown on the drawings.
placed concrete shall be no less than 1 -1/4
R- 1772 -A with f" concealed pickhole.
inches nor more than 3 inches. Standard test
B. All brush, stumps, wood and other refuse from the
2. MATERIALS
ASTM C -143 shall be used to measure slump.
trees shall be buried onsite or removed to disposal areas
3. Joints - manhole sections shall be jointed
"o" The "o" rings shall
Compressive strength concrete at 28 days shall
have
off of the site. Disposal by burning shall not
with sealed rings.
A. Storm Sewers
ri
4ntr psi. All exterior concrete shall
be permitted unless proper permits are obtained
meet ASTM C -443 latest revisions.
air entrainment 5% to 8v by volume per ASTM C
air
(where applicable). The location of on site bury
1. Reinforced concrete sewer pipe shall confirm
Ret. ri of delivered concrete will not
pits shall be designated by the owner or the
4. Bismatic coating shall be applied around
to ASTM C -76 latest revision, with joints
be allowed. Concrete shall be composed of:
be a Concrete
each manhole joint from 6 inches above to 6
conforming to ASTM C -443 latest revision.
Engineer.
inches below each joint. Inside joints to
When storm pipe is submerged
1. Portland cement - Conforming to ASTM C -150,
4. PROTECTION OF TREES
be filled with precoat plug material.
Type IA or Type IIIA.
A. General Protection: The Contractor shall be
5. Manholes shall be tested for leakage in accordance
with ASTM C1244 -93, Standard Test Method for
B. Manholes
manhole sections
2. Aggregates: Conforming to ASTM C -33
responsible for the protection of tops, trunks
trees the site
Concrete Sewer Manholes by the Negative Air Pressure
1 . Precast reinforced concrete
and steps shall conform to ASTM C -478 latest
3, Water - Shall be clear and free from
and roots of existing on project
that are to remain. Existing trees subject to
(Vacuum) Test.
revision.
injurious amounts of oils, acids, alkalies,
construction damage shall be boxed, fenced or
2. Casting shall be of uniform quality, free
organic materials or other deleterious
otherwise protected before any work is started;
3, APPLICATION
from blow holes, porosity, hard spots,
substances.
do not stockpile within branch spread. Remove
interfering branches without injury to trunks and
A. Permits and Codes - The intent of this section of
shrinkage distortion or other defects. They
be and well cleaned by shot
B. Welded Steel Wire Fabric Where required for
to ASTM A185.
cover scars with tree paint.
the specifications is that the contractor's bid on
shall smooth
- blasting or by some other approved method.
concrete reinforcement shall conform
OF TOPSOIL
the work covered herein shall be based upon the
They shall be coated with asphalt paint
C. Joint Filler - Shall be of non
5. HANDLING
drawings and specifications but that the work
which shall result in a smooth coating,
- extruding type meeting ASTM D -544 except that
-extruding
A. Remove all organic material from the areas to be
shall comply with all applicable codes and
Contractor
tough and tenacious when cold, nor tacky or
premouctio joint filler used in concrete walk
s
occupied by buildings, roods, walks and parking
regulations as amended by any waivers.
shall furnish all bonds necessary to get permits
brittle. They shall be gray iron r.,eeting
ASTM A -48 latest revision.
construction may be either non - extruding or
areas. Pile and store topsoil at location
for cuts and connections to existing sewers.
resilient.
where it will not interfere with construction
operations. Topsoil shall be reasonably free
B. Local Standards The term local standards" as
3. Joints - Manhole sections shall r jointed
u
rubber type The rubber type
D. Bituminous Pavement Materials - All materials
bituminous
from subsoil, debris, weeds, grass, stones, ect.
used herein means the standards of design and
with gaskets.
gaskets shall meet ASTM C -443 latest
proposed for the construction of
pavements shall comply with the Indiana Department
B. After completion of site grading and subsurface
construction of the respective municipal
revision. When manhole and storm pipe are
Transportation specifications, per latest
utility installation, top soil shall be replaced
department of utility company.
continuously in water.
revision.
r
re
in areas designated on the erosion control plan
for seeding and /or sodding. Any remaining top
C. Existing Improvements - Maintain in operating
C
C. SUBDRAINS
E. Compacted Aggregate Subbase: Shall be crushed
soil shall be used for finished grading around
condition all active utilities, sewers and other
drains encountered in the sewer installation.
1. Perforated plastic pipe subdrains shall
stone or gravel. Crushed gravel shall be a
35% crushed material. Chert shall be
structures and landscaping areas.
d
Repair to the satisfaction of the owner any amage
conform to ASTM F -405.
minimum of
limited to a maximum of 8% of the total. Material
to existing active improvements.
shall be free from an excess of flat, elongated,
6. DISPOSITION OF UTILITIES:
D. Workmanship - To conform to all local, state and
3. APPLICATION
thinly laminated, soft or disintegrated pieces;
and shall be free from fragments coated with dirt.
regulations governing the respective
A. Rules and ul
national codes arid to be approved by all local and
state agencies having jurisdiction.
A. Permits and Codes - The intent of this section of
the is that the contractor's bid on
Compacted aggregate shall be graded as follows:
utilities shall observed in executing all work
specifications
the work covered herein shall be based upon the
SIEVE SIZE % PASSING
under this section.
E. Trenching - Lay all pipe in open trenches, except
drawings and specifications but that the work
B. If active utilities are encountered but not shown
when the local authority gives written permission
for tunneling. Open the trench sufficiently ahead
shall comply with all applicable codes and
regulations as amended by any waivers. Contractor
1 -1/2" 1
80 -1100 0
on the drawings, the Engineer shall be advised
of pipe - laying to reveal any obstructions. The
shall furnish all bonds necessary to get permits
3/4„ 70 -90
3
before work is continued.
width of the trench shall be the inside pipe
for cuts and connections to existing sewers.
55 -80
C. Inactive and abandoned utilities encountered in
diameter plus 24 inches for 12 inches above the
pipe. Sheet and brace trench as necessary to
B. Local Standards - the term "Local Standards" as
#4 35 -
#4
25 -550 0
excavating and grading operations shall be
reported to the Engineer. They shall be removed,
protect workmen and adjacent structures. All
used herein means the standards of design and
#8
#30 12 -30
plugged or capped as directed by the Utility
trenching to comply with Occupational Safety and
Health Administration Standards. Keep trenches
construction of the respective municipal
department or utility company.
#200 5 -10
Company and the Engineer.
free from water while construction is in progress.
3. APPLICATION
D. It shall be the responsibility of each contractor
Under no circumstances shall pipe or appurtenances
be laid in standing water. Conduct the discharge
C. Existing Improvements - Maintain in operating
utilities, sewers and other
to
to verify all existing utilties and conditions
to his of the work. It shall
from trench dewatering to drains or natural
condition all active
drains encountered in the sewer installation.
A. Grading Do any necessary grading in addition
that performed in accordance with Earthwork
pertaining phase
also be the contractors responsibility to contact
drainage channels.
Repair to the satisfaction of the owner any damage
Section, bring after final
the owners of the various utilities before work
F. Special Supports - Whenever, in the opinion of the
to existing active improvements.
compaction, to the required grades and sections
o the required
is started.
Engineer, the soil at or below the pipe grade
D. Workmanship - To conform to all local, state and
for site improvement.
7. SITE GRADING:
is unsuitable for supporting sewers and
national codes and to be approved by all local and
B. Preparation Subgrode Remove spongy and
appurtenances specified in this section, such
state agencies having jurisdiction.
otherwise unsuitable material and replace with
A. Grades: Contractor shall perform all cutting,
special support, in addition to those shown or
specified, shall be provided as the Engineer may
E. Trenching - Lay all pipe in open trenches, except
stable material. No traffic will be allowed on
subgrade to paving.
filling, compacting of fills and rough grading
required to bring entire project area to grade as
direct, and the contract will be adjusted.
when the local authority gives written permission
prepared prior
shown on the drawings.
G. Backfilling - for a depth of at least 12 inches
for tunneling. Open the trench sufficient ahead
of pipelaying to reveal any obstructions. The
C. Compaction of Subgrode - The first 6 inches below
the be compacted at least 100%
B. Rough Grading: the tolerance for paved areas
above the top of the pipe, backfill with granular
large fragments,
width of the trench shall be the inside pipe
subgrade shall
of the maximum dry density as determined by the
shall not exceed 0.10 feet plus or minus above
material free from stones, rock
roots or sod. Compact this backfill thoroughly,
diameter plus 24 inches for 12 inches above the
Sheet and brace trench as necessary to
provisions of AASHO T -99. Water shall be
the
the established subgrade. All other areas shall
taking care not to disturb the pipe. for the
pipe.
protect workmen and adjacent structures. All
prevented from standing on compacted subgrade.
not exceed 0.10 feet plus or minus the
established grade. All banks and other breaks in
remaining trench depth, backfill with earth or
trenching to comply with Occupational Safety and
D. Utility Structures Check for correct elevation
grade shall be rounded at top and bottom.
granular material containing stones or rocks not
Health Administration Standards. Keep trenches
of all manhole covers, valve boxes and similar
v
larger than 4 inches. Backfill under and within
free from water while construction is in progress.
structures located within areas be paved, and
C. Compaction Requirements:
5' of walks, parking areas, driveways and streets
Under no circumstances lay pipe or appurtenances
ary adjustments in
make, or have made, any necessary
shall be granular material only - thoroughly
in standing water. Conduct the dischc. ge from
such structures.
1. All building pad areas shall be compacted to
compacted, by approved methods.
trench dewatering to drains or natural drainage
standards specified by local and /or state
H. Flow Channels - The flow channels within manholes
channels.
E. Placing Concrete
building codes.
shall be an integral part of the precast base.
F. Special Supports - Whenever in the opinion of the
1. subgrade Place concrete only on a moist,
2. For compaction requirements of paved areas,
The channels shall be shaped and formed for a
transition hydraulics to allow
Engineer the soil at or below the pipe grade is
compacted d subgrade or base free from loose
see street specifications.
clean with proper
the smooth conveyance of flow through the manhole.
unsuitable for supporting sewers and appurtenances
specified in this section, such special support,
material. Place no concrete on a muddy or
The bench wall shall be formed to the crown of the
in addition to those shown or specified, shall be
frozen subgrade.
inlet and outlet pipes to forma U' shaped
provided as the Engineer may direct, and the
2. Forms - All forms shall e free from warp,
channel. The bench wall shall slope back from the
contract will be adjusted.
l
tight enough to prevent leakage and
crown at 1/2 inch per foot to the manhole wall.
substantial enough to maintain their shape
and position without springing or settling,
I. Infiltration - The contractor shall furnish
when concrete is placed. Forms shall be
necessary equipment to test sewers for
clean and smooth immediately before
infiltration. Infiltration rates shall not exceed
concreting.
the Local Standards. All sanitary sewer lines
upon completion will be required to pass a low
pressure air test, unless otherwise directed by
the City of Carmel. Said test shall be conducted
according to NCPI Standard Method, and shall be
witnessed by an inspector authorized by the City
of Carmel. Infiltration under test shall not
exceed 200 gallons per inch of inside diameter of
sewer pipe per mile of sewer in 24 hours and
inclusive of all appurtenances within the section
being tested such as manholes, house connections,
etc.
3. Placing Concrete - Concrete shall be
deposited so as to require as little
rehandling as practicable. When concrete is
to be placed at an atmospheric temperature of
35 degrees F. or less, paragraph 702.10 of
the Indiana Department of Transportation
Specifications latest revision shall be
followed.
F. Concrete Curb
1. Expansion Joints - Shall be 1/2 inch thick
premoulded between storm structures & curb.
2. Contraction /Control Joints - Unless otherwise
provided, contraction joints shall be sawed
or scored joints spaced 10 feet on center, except for
intersection radii where joints shall be placed 5' o.c.
3. Finish - Tamp and screed concrete as soon as
placed, and fill any honey combed places.
Finish square corners to 1/4" radius and
other corners to radii shown.
G. Concrete Walks and Exterior Steps
1. Slopes - Provide 1/4 inch per foot cross
slope. Make adjustments in slopes at walk
intersections as necessary to provide proper
drainage.
2. Dimensions - Walks and steps shall be one
course construction and of widths and details
shown on the drawings.
3. Finish - Screed concrete and trowel with a
steel trowel to a hard dense surface after
surface water has disappeared. Apply medium
broom finish and scribe control joints at 5
foot spacing. Provide 1/2" expansion joints
where sidewalks intersect, and at a maximum
spacing of 48 feet between expansion joints.
H. Curing Concrete - Except as otherwise specified,
cure all concrete by one of the methods described
in Section 501.17 of the Indiana Department of
Transportation Specifications, latest revision.
I. Bituminous Pavement - Hot asphalt concrete
pavement shall be as specified in Section 403 of
the Indiana Department of Transportation
Specifications latest revisions. Paving will not
be permitted during unfavorable weather or when
the temperature is 40 degrees F. and falling.
J. Compacted Aggregate Subbase - the thickness shown
on the drawings is the minimum thickness of the
fully compacted subbase. Compaction shall be
accomplished by rolling with a smooth wheeled
roller weighing 8 to 10 tons. Compact to 90%
compaction using Standard Testing Procedures.
Along curbs, headers and walls and at all placed
not accessible to the roller, the aggregate
material shall be tamped with mechanical tampers
or with approved hand tampers.
Gi
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U5
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\\\ \\ U 111111 I I I I I I
° °',o' \A H
���G.STERF y ��
N0.
!� 9800085
�
STATE OF :• �`
%O��` "- INDIANP
111 00
_ r
DATE: �10�
IIIIS DRAWING AND IHI IDf A'�, DI `,IGN ; AND
Ct�Nrf -I' L'. (,O N I AINI D Ill l�f IN ARf II tI I Xt'.(Ill M
INTELLECTUAL PROFERf'r OF (HE 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. (2001)
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:
PROJECT NO.:
5/31/01
3696.001
DRAWN BY:
CHECKED BY:
DCC
SHEET TITLE:
SPECIFICATIONS
DRAWING FILES:
N: \3K \3696 \001 \DWGS \C901.DWG
SHEET NO.:
(a)(�
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DATE:
PROJECT NO.:
5/31/01
3696.001
DRAWN BY:
CHECKED BY:
DCC
SHEET TITLE:
SPECIFICATIONS
DRAWING FILES:
N: \3K \3696 \001 \DWGS \C901.DWG
SHEET NO.:
(a)(�