HomeMy WebLinkAbout03110003 Meridian Technology Center, Corvasc Medical Office Building, Construction Plans pg. 09Pipe
Diameter
In.
Minimum
Time,
min: s
Length for
Minimum
Time, ft
Time for
Longer
Length, S
Specification Time for Length (L) Shown, min: s
DRAWING FILES:
5: \1211 \018 \DWGS \C901
SHEET NO.:
C90
100 ft
150 ft
200 ft
250 ft
300 ft
350 ft
400 ft
450 ft
4
3: 48
597
0.360 L
3: 46
3: 46
3: 46
3: 46
3: 46
3: 46
3: 46
3:46
6
5:40
386
0.854 L
5:40
5:40
5:40
5:40
5:40
5:40
5:42
6:24
8
7 :34
298
1.520 L
7:34
7:34
7:34
7:34
7:36
8:52
10:08
11:24
10
8:26
239
2.374 L
9:28
9:28
9:28
9:63
11:52
13:51
15:49
17:48
12
11:20
199
3.418 L
11:20
11:20
11:24
14:15
17:05
19:58
22:47
25:38
16
14:10
158
5.342 L
14:10
14:10
17 :48
22:15
26:42
31:09
35:36
40:04
18
17:00
133
7.682 L
17:00
19:13
25:38
32:03
38:27
44:52
51:16
57:41
21
19:50
114
10.470 L
18:60
26:10
34:54
43:37
52:21
61:00
69:48
78:31
24
22:40
89
13.674 L
22:47
34:11
45:34
56:58
68:22
79:46
91:10
102:33
27
25:30
88
17.306 L
28:51
43:16
57:41
72:07
86:32
100:57
115:22
129 :48
30
28:20
80
21.388 L
35:37
53:26
71:13
89:02
108:50
124:38
142:25
160:15
33
31:10
72
25.852 L
49:05
64:38
88:10
107:49
129:18
150:43
172:21
193:53
38
34:00
86
30.788 L
61:17
76:55
102:12
128:12
153:80
179:29
205:07
230:46
DATE:
10/30/03
PROJECT NO.:
1211.018
DRAWN BY:
RDR
CHECKED BY:
RLD
SHEET TITLE:
SPECIFICATIONS
DRAWING FILES:
5: \1211 \018 \DWGS \C901
SHEET NO.:
C90
EARTHWORK
1. SCOPE OF WORK
A. Extent: The work required under this section
consists of ail excavating, filling, rough grading
and related items necessary to complete the work
indicated on the drawings and described in the
specifications. The Contractor shall notify in
writing the owners, and the Engineer of any changes,
errors, or omissions found an the plans or in
the field, before work is started or resumed.
In general, the items +.}f work to i.>
performed under this section shall include:
clearing and grubbing, removal of trees and
sturnps (where required), protection of trees
to rer,.a:f, stripping and storage of topsoil,
fill compaction and rough grading of entire
site.
2. Excavated material that is suitable may be
used for fills. All unsuitable material and
all surplus exr".avated material not required
si be removed from thE? site. The
I Unatian of dump and length of haul shall he
the Contractor's responsibility.
3. Provide and place any additional fill
material from off the site as may be
necessary to produce the grades required.
Fill obtained from off site shall be of kind
and quality as specified for fills herein
and the source approved by the Owner.
4. The Contractor shall accept the site as he
finds it and shall remove all trash, rubbish
and debris from the site prior to starting
excavation.
B. Work not included: The following
related work are specified and included in ,,tither
sections of these specifications:
1. Excavation, grading and backfiliing
utility lines
2. Storm drainage systems
3. Sanitary sewer systems
4. Streets and paving
5. Water supply system
2. BENCH MARKS
Maintain carefull y all bench marks, monuments and other
reference points; if disturbed or destroyed, contractor
shall contact engineer.
3. REMOVAL OF TREES
A.. Remove ail trees and stumps from area tr be
occupied by road and surfaced areas. Removal of
trees outside these areas shall only be done as
noted on drawings or approved by the Owner.
B. Remove all brush, stumps, wood and other refuse
from off of the site. Disposal by burning shall not
be permitted unless proper permits are obtained
(where applicable). The location of on site bury
pits shall be designated by the owner or the
Engineer.
4. PROTECTION OF TREES
A. General Protection: The Contractor shall be
responsible for the protection of tops, trunks
and roots of existing trees on the project site
that are to remain. Existing trees subject to
construction damage shall be boxed, fenced or
otherwise protected before any work is started;
do not stockpile within branch spread. Remove
interfering branches without injury to trunks and
cover scars with tree paint.
5. HANDLING OF TOPSOIL
A. Remove all organic material from the areas to be
occupied by buildings, roads, walks and parking
areas. Pile and store topsoil at a location
where it will not interfere with construction
operations. Topsoil shall be reasonably free
from subsoil, debris, weeds, grass, stones, ect.
B. After completion of site grading and subsurface
utility installation, top soil shall be replaced
in areas designated on the erosion control plan
for seeding and /or sodding. Any remaining top
soil shall be used for finished grading around
structures and landscaping areas.
6. DISPOSITION OF UTILITIES:
A. Rules and regulations governing the respective
utilities shall be observed in executing all work
under this section.
B. If active utilities are encountered but not shown
on the drawings, the Engineer shall be advised
before work is continued.
C. Inactive and abandoned utilities encountered in
excavating and grading operations shall be
reported to the Engineer. They shall be removed,
plugged or capped as directed by the Utility
Company and the Engineer.
D. It shall be the responsibility of each contractor
to verify all existing utilties and conditions
pertaining to his phase of the work. It shall
also be the contractors responsibility to contact
the owners of the various utilities before work
is started.
7. SITE GRADING:
A. Grades: Contractor shall perform all cutting,
filling, compacting of fills and rough grading
required to bring entire project area to grade as
shown on the drawings.
B. Rough Grading: the tolerance for paved areas
shall not exceed 0.04 feet plus or minus above
the established subgrade. All other areas shall
not exceed 0.10 feet plus or minus the
established grade. All banks and other breaks in
grade shall be rounded at top and bottom.
C.
Compaction Requirements:
All building pad areas shall be compacted to
a minimum of 100% of Standard Proctor Density
per ASTM D -698.
2. For compaction requirements of paved areas,
All paved areas shall be compacted to a
minimum of 95% of Standard Proctor Density
per ASTM D -698.
8. Earth Work Balance
The Contractor shall confirm all earthwork quantities
prior to start of construction_ If an excess or
shortage of earth is encountered, the Contractor shall
confirm with the Owner and Engineer the requirements
for stockpiling, removal or importing of earth.
Minor ad justments to the grades may be required to
earthwork balances when minor excess material or
shortages are encountered. It is recognized by the
parties hereto that the calculations of the Engineer
in determining earthwork quantities shall be ac-
complished in, accordance with the American Society of
Civil Engineers Standards for such calculations.
Further, that these calculations are subject to the
interpretations of soil borings as the physical limits
of the various soil types, also the allowable variation
in finish grade and compaction permitted the contractor,
and that all of these parameters may cause either an
excess or shortage of actual earthwork materials to
complete the project. If such an actual minor excess or
shortage of materials occurs, the contractor shall
contact the engineer to determine if adjustment can be
made to correct the imbalance of earth,
TYPICAL SANITARY SEWER SPECIFICATIONS
TO BE USED FOR PRIVATE SEWER DEVELOPMENT
WITHIN
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
REVISED MAY 2002.
1. Standard specifications of the District and Indiana Department
of Transportation shall apply for all work and materials. Pipe
shall be installed in accordance with Section 715.
2 Sanitary sewer pipe shall be PVC in accordance with ASTM
D-3034 S.D.R. 35) and ASTM 2321. PVC pipe shall have
grooved bell and gasket__ The pipe shall be made of PVC plastic
having a cell classification of 12454B.
3. PVC sewer fittings ;hail conform to the requirements of ASTM
D- 3034 -89 specification. Fittings in sizes- through 5' shall be
molded one piece with elastorneric joints and minimum socket
depths as specified In sections 6.2 and 7.3.2. Fittings 10" and
larger shall be molded or fabricated in accordance with section
7.11 with manufacturers standard pipe bells and gaskets. Wall
thickness of fittings shall be SDR 26 as defined in section 7.4.1
of specifications. Gaskets for elastomeric joints shah be molded
with a minimum cross- :-sectional area of 0.20 square inches and
conform to ASTM F-477 specification. Fittings shall be
rn,armote:lctur ea by Harea or equal.
4. All sanitary manholes shall be precast concrete manholes in
acc<rdar with ASTM 7 -478 and Section 720. O -rings shall
conform to C- 44.3. Kent Seal or equivalent shall also be
applied to ail joints and between riser rings and castings.
Manhole step spacing shall be no mare than 16- inches.
Manholes shall be air tested for leakage ill accordance with
ASTM 01244 -93, Standard Test Method for Concrete Sewer
Manholes by the Negative Air Pressure Vacuum) Test.
A. Installation and operation of vacuum equipment and indicating
devices must be in accordance with manufacturers
recommendations and performance specifications which have
been provided by the manufacturer and accepted by the
Engineer. The vacuum equipment must be capable of testing the
entire manhole, including the casting and riser rings.
B. With the vacuum tester set in place:
1. Connect the vacuum pump to the outlet port with the valve
open.
2. Draw a vacuum of ten (10) inches of Hg. and close the
valve.
C. Accepted standards for leakage will be established from the
elapsed time for a negative pressure change from ten (10)
inches to nine (9) inches of mercury. The maximum allowable
leakage rate for a four (4) foot diameter manhole must be in
accordance with the following:
Minimum Elapsed Time for a
Manhole Depth Pressure Change of 1 Inch Hg
10 fee` or less 60 seconds
>10 feet but <15 feet 75 seconds
>15 fee: but <25 feet 90 seconds
For manholes five (5) feet in diameter, add an additional fifteen
(1 5) seconds and for manholes six (6) feet in diameter, add an
additional thirty (30) seconds to the time requirements for four
(4) foot diameter manholes. For all manholes deeper than
twenty -five (25) feet, the Engineer will determine the applicable
minimum elapsed time.
D. If the manhole fails the test, necessary repairs must be
made and the vacuum test and repairs must be repeated until
the manhole passes the test.
E. If manhole joint sealants are pulled out during the
vacuum test, the manhole must be disassembled
and the joint sealants replaced.
F. Manholes will be subject to visual inspection with all
visual leaks being repaired.
5. Butyl rubber coating shall be applied around each manhole
joint from 6 inches above to 6- inches below each joint. The
appropriate primer shall be applied prior to applying the rubber
coating. Inside joints to be filled with precoat plug material.
6. The manhole chimneys, including all riser rings shall be sealed
using Infi- Shield Uniband or approved equal. Prior to
placement, the top 4- inches of the manhole cone and casting
frame shall be cleaned and primed. The Uniband shall extend
from 3- inches below the top of the cone section to 2- inches
over the flange of the manhole casting frame.
7. The casting elevations are set by plan. However, the
castings are to be adjusted in the field by the Engineers
representative should a discrepancy occur between plan grade
and existing grade. New manhole ring and cover shall be
installed to establish grade. Maximum height of adjusting rings
shall be 12- inches.
8. Backfill around all structures and all cuts under paved areas
with granular material. Trenches opening within 5 -feet of paved
roadways shall be backfilled with granular material in accordance
with Section 211. Backfill under sidewalks shall be granular,
unless the walks are constructed a minimum of 6 months after
backfill has been in place.
9. The Contractor shall be responsible for verifying that all state
highways, city, and county permits have been obtained by the
developer prior to start of construction.
10. The Contractor shall be required to furnish the developer's
Engineer with a set of prints, marked in red pencil, showing
actual sewer location and invert, to include lateral location,
depth and length. Such asbuilt prints must be received by
the Engineer before the final contract payment can be
authorized. The sanitary sewer laterals and stubs termination
shall be indicated on the surface with a metal fence post set
immediately above the said termination point.
11. All sanitary sewer lines upon completion will be required to
pass a !ow pressure air test. Said test shall be conducted
according to ASTM 1417 -92, and shall be witnessed by an
Engineer and a representative of the District. The testing
shall be in accordance with Table 1. Add 0.5 psig for each
foot of water above the sewer line being tested.
12. Deflection tests shall be performed on all flexible* pipe
after the final backfill has been in place at least 30 days.
No pipe shall exceed a vertical deflection of 5% deflection test
results. *The following are considered non flexible pipes:
concrete pipe, ductile iron pipe, and cast iron pipe). The
deflection test shall be performed with a nine -point mandrel.
Proving rings shall be available.
13. All mandrel testing shall be observed by a professional
engineer representative for certification and a representative of
the District.
14. The ends of laterals are to be plugged tight with a braced
plastic disc or cap capable of withstanding a low pressure air
test without leakage.
15. Bedding for flexible pipe shall be No. 8 crushed stone from
6- inches below the pipe to 12- inches above the pipe.
Bedding for rigid pipe shall be No. 8 crushed stone from
6- inches below the pipe to the spring line of the pipe and
from this point to 12- inches above shall be fill sand or
equivalent. Manholes shall be placed on no less than
6- inches of No. 8 crushed stone bedding.
16. Water and sewer line crossings and separations shall be in
accordance with 327 IAC 3 -6 -9.
17. Trench shall be opened sufficiently ahead of pipe laying to
reveal obstruction, and shall be properly protected and/or
barricaded when left unattended.
18. No water shall be permitted to flow into the sanitary
sewer system during construction. Contractor shall utilize a
pump to keep the water level below the pipe. Pump discharge
shall be directed to a storm outlet in accordance with state
and federal laws and regulations (327 IAC 3- 6 -20). Any pipe
entering existing sewers shall be plugged with screw type
mechanical, braced plug until such time as all tests on the
sewers have been completed and the lines have passed all
punch lists.
19. All sewer laterals installed by the mainline Contractor shall
be bedded the same as the main line sewer.
a
20. Forty -eight (48) hours notice shall be given to the
District prior to the start of sewer construction. Also, 48
hours notice shall be given prior to doing any testing on the
sewer.
21. Manhole castings shall be stamped SANITARY SEWER
(Neenah Casting R 1642A or equal) and be self sealing type.
The casting flange shall be 34 inches and the clear opening
shall be 24 inches. Waterproof castings shall be Neenah
R- 1916 -F1 and stamped SANITARY SEWER.
22. The minimum slope for sewer acceptance by the Clay
Township Regional Waste District are:
Size of Pipe Minimum Constructed Slope
8 -inch
10 -inch
12 -inch
15 -inch
18 -inch
0.40%
0.28%
0.22%
0.15%
0.12%
23. The Contractor shall provide measurements of the slope of
the sewer for each manhole section as construction
progresses. Such measurements shall be certified by a
Registered Land Surveyor or Engineer and be available on -site
for observation by the District's Inspector. No more than three
manhole sections can be constructed in advance of such
measurements.
24. In the event the Contractor does not meet the minimum
slopes, the sewer section and any other affected sewer
sections shall be reconstructed to meet such minimum slopes.
25. Laterals are to be traced with a minimum size of 14
gauge wire from the wye to the terminus. The contractor for
the building or home will extend the wire from this terminus
to the building cleanout adjacent to the building.
TABLE 1
MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig
DROP FOR SIZE AND LENGTH OF PIPE INDICATED
STORM SEWER SYSTEMS
1. SCOPE OF WORK
The work under this section includes all storm sewers,
storm water inlets, and related items, including
excavating and backfilling, necessary to complete the
work shown on the drawings.
2. MATERIALS
A. Storm Sewers
1. Reinforced concrete sewer pipe shall confirm
to ASTM C -76 latest revision, with joints
conforming to ASTM C -443 latest revision.
2. HDPE pipe shall conform to AASHTO M -294M
type S, latest revision with joint conforming
to ASTM F -477
B Manholes
3, APPLICATION
1. Precast reinforced concrete manhole sections
and steps shall conform to ASTM C -478 latest
revision.
2. Casting shall be of uniform quality, free
from blow holes, porosity, hard spots,
shrinkage distortion or other defects. They
shall be smooth and well cleaned by shot
blasting or by some other approved method.
They shall be coated with asphalt paint
which shall result in a smooth coating,
tough and tenacious when cold, not tacky or
brittle. They shall be gray iron meeting
ASTM A -48 latest revision.
3. Joints Manhole sections shall be jointed
with rubber type gaskets. The rubber type
gaskets shall meet ASTM C -443 latest
revision.
SUBDRA!NS
1. Perforated plastic pipe subdrains shall
conform to ASTM F -405.
A. Permits and Codes The intent of this section of
the specifications is that the contractor's bid on
the work covered herein shall be based upon the
drawings and specifications but that the work
shall comply with all applicable codes and
regulations as amended by any waivers. Contractor
shall furnish all bonds necessary to get permits
for cuts and connections to existing sewers.
B. Local Standards the term "Local Standards" as
used herein means the standards of design and
construction of the respective municipal
department or utility company.
C. Existing Improvements Maintain in operating
condition all active utilities, sewers and other
drains encountered in the sewer installation.
Repair to the satisfaction of the owner any damage
to existing active improvements.
D. Workmanship To conform to all local, state and
national codes and to be approved by all local and
state agencies having jurisdiction.
E. Trenching Lay all pipe in open trenches, except
when the local authority gives written permission
for tunneling. Open the trench sufficient ahead
of pipelaying to reveal any obstructions. The
width of the trench shall be the inside pipe
diameter plus 24 inches for 12 inches above the
pipe. Sheet and brace trench as necessary to
protect workmen and adjacent structures. All
trenching to comply with Occupational Safety and
Health Administration Standards. Keep trenches
free from water while construction is in progress.
Under no circumstances lay pipe or appurtenances
in standing water. Conduct the discharge from
trench dewatering to drains or natural drainage
channels.
F Special Supports Whenever in the opinion of the
Engineer the soil at or below the pipe grade is
unsuitable for supporting sewers and appurtenances
specified in this section, such special support,
in addition to those shown or specified, shall be
provided as the Engineer may direct, and the
contract will be adjusted.
G. Backfilling, Backfill around pipe shall be per
manufacturers specifications Beginning 12 inches
above the top of the pipe, backfill with
earth or granular material containing stones or
rocks not larger than 4 inches. Backfill under
and within 5' of walks, parking areas, driveways
and street shall be granular material only
thoroughly compacted by approved methods.
H. Manhole Inverts Construct manhole flow channels
of concrete sewer pipe or brick, smoothly finished
and of semi- circular section conforming to the
inside diameter of the connecting sewers. Make
changes in size or grade gradually and changes in
direction by true curves. Provide such channels
for all connecting sewers at each manhole.
Subdrains All subdrains shall be of the size
shown on the plans and shall be constructed to the
grades shown.
J. Utilities It shall be the responsibility of each
contractor to verify all existing utilities and
conditions pertaining to his phase of the work.
It shall also be the contractors responsibility to
contact the owners of the various utilities before
work is started. The contractor shall notify in
writing the owners or the engineer of any changes,
errors or omissions found on these plans or in the
field before work is started or resumed.
K Contractor to grout joints inside storm
structures where pipes enter or exit
and between structure and casting.
STREETS
1 SCOPE OF WORK
The work required under this section includes all
concrete and bituminous paving and related items
necessary to complete the work indicated on drawings
and described in the specifications, including but not
limited to:
2. MATERIALS
G.
All streets, parking areas in contract limits
Curbs and gutters
Sidewalks and concrete slabs, exterior steps
A. Concrete Concrete shall be ready -mixed concrete
and shall be a mix of proportioned fine and
coarse aggregates with Portland cement and water.
Minimum cement content shall be 6 bags per cubic
yard of concrete and maximum water content shall
be 5.5 U.S. gallons per sack of cement, including
moisture in the aggregate. Slump for normal
weight concrete shall be a maximum of 4 inches
and a minimum of 2 inches. the slump of machine
placed concrete shall be no less than 1-1/4
inches nor more than 3 inches. Standard test
ASTM C -143 shall be used to measure slump.
Compressive strength of concrete at 28 days shall
be 4000 psi minimum. All exterior concrete shall have
air entrainment of 5% to 8% by volume per ASTM C
-260. Retempering of delivered concrete will not
be II w Concrete shall be composed o ed osed of: p
1. Portland cement Conforming to ASTM C -150,
Type IA or Type IIIA.
2. Aggregates: Conforming to ASTM C -33
3. Water Shall be clear and free from
injurious amounts of oils, acids, alkalies,
organic materials or other deleterious
substances.
B. Welded Steel Wire Fabric Where required for
concrete reinforcement shall conform to ASTM A185.
C. Premoulded Joint Filler Shall be of non
extruding type meeting ASTM D -544 except that
premoulded joint filler used in concrete walk
construction may be either non extruding or
resilient.
D. Bituminous Pavement Materials All materials
proposed for the construction of bituminous
pavements shall comply with the Indiana Department
of Transportation specifications, per latest
revision.
E. Compacted Aggregate Subbase: Shall be crushed
stone or gravel. Crushed gravel shall be a
minimum of 35% crushed material. Chert shall be
limited to a maximum of 8% of the total. Material
shall be free from an excess of flat, elongated,
thinly laminated, soft or disintegrated pieces;
and shall be free from fragments coated with dirt.
Compacted aggregate shall be graded as follows:
3. APPLICATION
1 -1/2"
1"
3/4"
1 /2"
#30
#200
E. Placing Concrete
F. Concrete Curb
SIEVE SIZE PASSING
Concrete Walks and Exterior Steps
100
80 -100
70 -90
55 -80
35 -60
25 -50
12-30
5 -10
A. Grading Do any necessary grading in addition to
that performed in accordance with Earthwork
Section, to bring subgrades, after final
compaction, to the required grades and sections
for site improvement.
B. Preparation of Subgrade Remove spongy and
otherwise unsuitable material and replace with
stable material. No traffic will be allowed on
prepared subgrade prior to paving.
C. Compaction of Subgrade The first 6 inches below
the subgrade shall be compacted to at least 95%
of the maximum dry density as determined by the
provisions of AASHO T -99. Water shall be
prevented from standing on the compacted subgrade.
D. Utility Structures Check for correct elevation
of all manhole covers, valve boxes and similar
structures located within areas to be paved, and
make, or have made, any necessary adjustments in
such structures.
1. Subgrade Place concrete only on a moist,
compacted subgrade or base free from loose
material. Place no concrete on a muddy or
frozen subgrade.
2. Forms All forms shall be free from warp,
tight enough to prevent leakage and
substantial enough to maintain their shape
and position without springing or settling,
when concrete is placed. Forms shall be
clean and smooth immediately before
concreting.
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.
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.
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.
Bituminous Pavement Hot asphalt concrete
pavement shall be as specified in Section 402
and must comply with Section 401.05 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.
DEER T
I PE1 O�
1ST
No.
950 0260
s STATE OF
S S1 ONAL
i i%% u a r m
DATE: 7
THIS DRAWING AND THE IDEAS, DESI J
CON CE CONTAINED HEREIN ARE 1HE E CLUS ie
IN IL LECT JAL PROPER TY OF THE `SC Hi ,EIDER
OR PCRATJON, AND APT `SOT TO BE USED OR
REPRODUCED, IN WHOLE OP IN PAPT, WITHOUT
THE WRITTEN CONSENT OF THE SCHTI EF'
ORPO, A ION.
'YRIGHTEL BY THE SOLI
411
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
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