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No.
9800085
?a STATE OF :J
%O��` ' ZNDIANP•
DATE:
11W, DRAWING' AND HIF IDLA`;, DE;I(,N•; AND
CONCEPTS CONTAINED HEREIN ARE. THE EXCLUSI�E
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
CC) 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
CIS * LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
PROJECT NO.:
6/29/01
1238.015
STORM SEWER SYSTEMS
CHECKED BY:
MG
EARTHWORK
SHEET TI1LE:
SPECIFICATIONS
C
N: \1238 \015 \DWGS \C901.DWG
SHEET NO.:
(C 9 (an
8. Earth Work Balance
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The Contractor shall confirm all earthwork quantities
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11. All sanitary sewer lines upon completion will be required
1. SCOPE OF WORK
STREETS
H. Curing Concrete - Except as otherwise specified,
1. SCOPE OF WORK
prior to start of construction. If an excess or
to pass a low pressure air test. Said test shall be
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cure all concrete by one of the methods described
shortage of earth is encountered the Contractor shall
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conducted according to ASTM 1417 -92, and shall be
The work under this section includes all storm sewers,
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in Section 501.17 of the Indiana Department of
A. Extent: The work required under this section
confirm with the Owner and Engineer the requirements
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witnessed by an Engineer and a representative of the Clay
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storm water inlets, and related items, including
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Transportation Specifications, latest revision.
consists of all excavating, fillip rough grading
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for stockpiling, removal or importing of earth.
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Waste District. testing shall be in accordance with
excavating and backfilling, necessary to complete the
1. SCOPE OF WORK
and related items necessary to complete the work
Table 1.
work shown on the drawings.
I. Bituminous Pavement -Hot asphalt concrete
indicated on the drawin s and described in the
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Minor adjustments to the grades may be required to
12. Deflection tests shall be on all flexible*
2. MATERIALS
The work required under this section includes all
pavement shall be as specified in Section 402
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specifications. The Contractor shall notify in
the the Engineer
earthwork balances when minor excess material or
shortages are encountered. It is recognized b the
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performed pipe
after the final backfill has been in place at least 30 days.
concrete and bituminous paving and related items
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and must comply with Section 401.05 of
the Indiana Department of Transportation
writing owners and of any changes,
found the in
parties hereto that the calculations of the Engineer
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No pipe shall exceed a vertical deflection of 5% deflection
A. Storm Sewers
necessary to complete the work indicated on drawings
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Specifications latest revisions. Paving will not
errors, or omissions on plans or
the field, before work is started or resumed.
in determining earthwork quantities shall be ac-
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test results. (The following are considered non - flexible
and described in the specifications, including but not
limited to:
be permitted during unfavorable weather or when
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com lished in accordance with the American Society of
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pipes: concrete pipe, ductile iron pipe, and cast iron pipe).
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1. Reinforced concrete sewer pipe shall confirm
the temperature is 40 degrees F. and falling.
Civil Engineers Standards for such calculations.
The deflection test shall be performed with a nine -point
to ASTM C -76 latest revision, with joints
1. In general, the items of work to be
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Further, that these calculations are subject to the
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mandrel. Proving rings shall be available.
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conforming to ASTM C -443 latest revision.
When
All streets, parking areas in contract limits
Curbs and utters
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J. Compacted Aggregate Subbase - the thickness shown
performed under this section shall include:
interpretations of soil borings as the physical limits
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storm pipe is submerged
Sidewalks and concrete slabs, exterior steps
on the drawings is the minimum thickness of the
clearing and grubbing, removal of trees and
of the various soil types, also the allowable variation
13. All mandrel testing shall be observed by a Professional
B. Manholes
full compacted subbase. Compaction shall be
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stumps (where required), protection of trees
in finish grade and compaction permitted the contractor,
Engineer for certification and a representative of the Clay
2. MATERIALS
accomplished b rolling with a smooth wheeled
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to remain, stripping and storage of topsoil,
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and that all of these parameters may cause either an
Waste District.
1. Precast reinforced concrete manhole sections
roller weighing 8 to 10 tons. Compact to 90%
fill compaction and rough grading of entire
excess or shortage of actual earthwork materials to
complete the project. If such an actual minor excess or
14. The ends of laterals are to be plugged tight with a
and steps shall conform to ASTM C -478 latest
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A. Concrete - Concrete shall be ready -mixed concrete
compaction using Standard Testing Procedures.
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Along
site.
revision.
and shall be a mix of proportioned fine and
curbs, headers and walls and at all laced
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shortage of materials occurs, the contractor shall
braced plastic disc or cap capable of withstanding a low
coarse aggregates with Portland cement and water.
not accessible to the roller, the aggregate
2. Excavated material that is suitable may be
contact the engineer to determine if adjustment can be
pressure air test without leakage.
2. Casting shall be of uniform quality, free
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Minimum cement content shall be 6 bags per cubic
material shall be tamped with mechanical tampers
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used for fills. All unsuitable material and
made to correct the imbalance of earth.
15. Bedding for flexible pipe shall be No. 8 crushed stone
from blow holes, porosity, hard spots,
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yard of concrete and maximum water content shall
or with approved hand tampers.
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all surplus excavated material not required
from 6- inches below the pipe to 12- inches above the pipe.
shrinkage distortion or other defects. The
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be 5.5 U.S. gallons per sack of cement, including
shall be removed from the site. The
Bedding for rigid pipe shall be No. 8 crushed stone from
shall be smooth and well cleaned b shot
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moisture in the aggregate. Slump for normal
location of dump and length of haul shall be
the Contractor's responsibility.
6- inches below the pipe to the spring line of the pipe and
-blasting or some other approved method.
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weight concrete shall be a maximum of 4 inches
2 inches. the
TYPICAL SANITARY SEWER SPECIFICATIONS
from this point to 12- inches above shall be filled sand or
The shall be coated with asphalt paint
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and a minimum of slump of machine
placed concrete shall be no less than 1 -1/4
3. Provide and place any additional fill
TO BE USED FOR PRIVATE SEWER DEVELOPMENT
equivalent. Manholes shall be placed on no less than
which shall result in a smooth coating,
tough and tenacious when cold, not tack or
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inches nor more than 3 inches. Standard test
material from off the site as may be
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WITHIN
6- inches of No. 8 crushed stone bedding.
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brittle. They shall be gray iron meeting
ASTM C -143 shall be used to measure slump.
necessary to produce the grades required.
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
16. Water and sewer line crossings and separations shall be
ASTM A -48 latest revision.
Compressive strength of concrete at 28 days shall
Fill obtained from off site shall be of kind
in accordance with Ten States' Standards.
be 4000 psi. All exterior concrete shall have
and quality as specified for fills herein
REVISED SEPTEMBER, 1999
3. Joints - Manhole sections shall be jointed
air entrainment of 5% to 8% by volume per ASTM C
and the source approved by the Owner.
1. Standard specifications of the Clay Waste District and
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17. Trench shall be opened sufficiently ahead of pipe laying
with rubber type gaskets. The rubber type
-260. Retempering of delivered concrete will not
be allowed. Concrete shall be composed of:
4. The Contractor shall accept the site as he
Indiana Department of Highways shall apply for all work and
to reveal obstruction, and shall be property protected
gaskets shalt meet ASTM C -443 latest
revision. When
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finds it and shall remove all trash, rubbish
materials. Pipe shall be installed in accordance with Section
and/or barricaded when left unattended.
manhole and storm pipe are
continuously in water.
1. Portland cement - Conforming to ASTM C -150,
and debris from the site prior to starting
715.
Type IA or Type IIIA.
excavation.
18. No water shall be permitted to flow into the sanitary
C. SUBDRAINS
2. Sanitary sewer pipe shall be PVC in accordance with
sewer system during construction. Contractor shall utilize a
2. Aggregates: Conforming to ASTM C -33
B. Work not included: The following tems of
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ASTM D -3034 S.D.R. 34 and ASTM 2321. PVC pipe shall
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pump to keep the water level below the pipe. Pump
1. Perforated plastic pipe subdrains shall
related work are specified and included in other
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have grooved bell and gasket. The pipe shall be made of
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discharge shall be directed to a storm outlet. Any pipe
conform to ASTM F -405.
3. Water - Shall be clear and free from
sections of these specifications:
PVC plastic having a cell classification of 12454B.
entering existing sewers shall be plugged with screw type
injurious amounts of oils, acids, alkalies,
mechanical, braced plug until such time as all tests on the
3. APPLICATION
organic materials or other deleterious
1. Excavation, grading and backfilling for
3. PVC sewer fittings shall conform to the requirements of
sewers have been completed and the lines have passed all
substances.
utility lines
ASTM D- 3034 -89 specification. Fittings in sizes through 8"
punch lists.
A. Permits and Codes - The intent of this section of
shall be molded in one piece with blastomeric joints and
19. All
the specifications is that the contractor's bid on
B. Welded Steel Wire Fabric - Where required for
2. Storm drainage systems
minimum socket depths as specified in sections 6.2 and
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sewer laterals installed the mainline Contractor
the work covered herein shall be based upon the
concrete reinforcement shall conform to ASTM A185.
7.3.2. Fittings 10" and larger shall be molded or fabricated
shall be bedded the same as the main line sewer.
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drawings and specifications but that the work
3. Sanitary sewer systems
in accordance with section 7.11 with manufacturers standard
20. Forty -eight (48) hours notice shall be given to the
shall comply with all applicable codes and
C. Premoulded Joint Filler - Shall be of non
pipe bells and gaskets. Wall thickness of fittings shall be
Clay Regional Waste District prior to the start of sewer
regulations as amended by any waivers. Contractor
-extruding type meeting ASTM D -544 except that
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4. Streets and paving
SDR 26 as defined in section 7.4.1 of specifications.
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construction. Also, 48 hours notice shall be given prior to
shall furnish all bonds necessary to get permits
remoulded joint filler used in concrete walk
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Gaskets for blastomeric joints shall be molded with a
an testing done in the sewer.
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for cuts and connections to existing sewers.
construction may be either non - extruding or
5. Water supply system
minimum cross - sectional area of 0.20 square inches and
resilient.
conform to ASTM F -477 specification. Fittings shall be
21. Manhole castings shall be stamped "SANITARY SEWER"
B. Local Standards - the term "Local Standards" as
2. BENCH MARKS
manufactured by Harco or equal.
(Neenah Casting R 1642 or equal) and be self - sealing type.
used herein means the standards of design and
D. Bituminous Pavement Materials - All materials
Waterproof castings shall be Neenah R- 1916 -Fi and stamped
construction of the respective municipal
proposed for the construction of bituminous
Maintain carefully all bench marks, monuments and other
4. All sanitary manholes shall be "precast concrete"
"SANITARY SEWER ".
department or utility company.
pavements shall comply with the Indiana Department
reference points; if disturbed or destroyed, contractor
manholes in accordance with ASTM C -478 and Section 720.
of Transportation specifications, per latest
shall contact engineer.
0 -rings shall conform to C -443. Kent Seal or equivalent
22. The minimum slope for sewer acceptance by the Clay
C. Existing Improvements - Maintain in operating
revision.
3. REMOVAL OF TREES
shall also be applied to all joints and between riser rings
Township Regional Waste District are:
condition all active utilities, sewers and other
and castings. Manhole step spacing shall be no ore than
Size of Pipe Minimum Constructed Slope
drains encountered in the sewer installation.
E. Compacted Aggregate Subbase: Shall be crushed
A.
16- inches. Manholes shall be air tested for leakage in
Repair to the satisfaction of the owner any damage
stone or gravel. Crushed gravel shall be a
Remove all trees and stumps from area to be
accordance with ASTM C1244 -93, Standard Test Method for
8 -inch 0.40%
to existing active improvements.
minimum of 35% crushed material. Chert shall be
occupied by road and surfaced areas. Removal of
Concrete Sewer Manholes by the Negative Air Pressure
10 -inch 0.28%
limited to a maximum of 8% of the total. Material
trees outside these areas shall only be done as
(Vacuum) Test.
12 -inch 0.22%
D. Workmanship - To conform to all local, state and
shall be free from an excess of flat, elongated,
noted on drawings or approved by the Owner.
15 -inch 0.15%
national codes and to be approved by all local and
thinly laminated, soft or disintegrated pieces;
B. All brush, stumps, wood and other refuse from the
A Installation and operation of vacuum equipment and
18 -inch 0.12%
state agencies having jurisdiction.
and shall be free from fragments coated with dirt.
trees shall be buried onsite or removed to disposal areas
indicating devices must be in accordance with
manufacturer's recommendations and performance
23. The Contractor shall provide measurements of the slope
E. Trenching - Lay all pipe in open trenches, except
Compacted aggregate shall be graded as follows:
off of the site. Disposal b burning hall not
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permitted unless proper permits are obtained
specifications which have been provided by the manufacturer
of the sewer for each manhole section as construction
when the local authority gives written permission
SIEVE SIZE %PASSING
(where a Ilcable The location of on site bur
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and accepted by the Engineer.
progresses. Such measurements shall be certified by a
Registered Land
for tunneling. Open the trench sufficient ahead
1 -112" 100
its shall be designated b the owner or the
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2. With the vacuum tester set in place:
Surveyor or Engineer and be available
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of i ela in to reveal an obstructions. The
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Engineer.
1. Inflate the compression band to forty (40) psi to effect a
on -site for observation by the District's Inspector. No more
width of the trench shall be the inside pipe
80 -100
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seal between the vacuum base and the structure.
than three manhole sections can be constructed in advance
diameter plus 24 inches for 12 inches above the
3/4" 70 -90
1/2" 55
4. PROTECTION OF TREES
2. Connect the vacuum pump to the outlet part with the
of such measurements.
pipe. Sheet and brace trench as necessary to
-80
#4 35 -60
valve open.
protect workmen and adjacent structures. All
A. General Protection: The Contractor shall be
3. Draw a vacuum of ten (10) nches of H And close the
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24. In the event the Contractor does not meet the minimum
trenching to comply with Occupational Safety and
#8 25 -50
#30 12 -30
responsible for the protection of tops, trunks
valve.
slopes, the sewer section and any other affected sewer
Health Administration Standards. Keep trenches
# 200 5 -10
and roots of existing trees on the project site
3. Accepted standards for leakage will be established from
sections shall be reconstructed to meet such minimum
free from water while construction is in progress.
that are to remain. Existing rees subject to
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the elapsed time for a negative pressure change from ten
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slopes.
Under no circumstances lay pipe or appurtenances
in standing water. Conduct the discharge from
3. APPLICATION
construction damage shall be boxed, fenced or
(10) inches to nine (9) inches of mercury. The maximum
trench dewatering to drains or natural drainage
otherwise protected before any work is started;
allowable leakage rate for a four (4) foot diameter manhole
channels.
A. Grading - Do any necessary grading in addition to
do not stockpile within branch spread. Remove
must be in accordance with the following:
that performed in accordance with Earthwork
interfering branches without injury to trunks and
Minimum Elapsed Time for a
F. Special Supports - Whenever in the opinion of the
Section, to bring subgrades, after final
cover scars with tree paint.
Manhole Depth Pressure Change of 1 Inch Hg
Engineer the soil at or below the pipe grade is
compaction, to the required grades and section
unsuitable for supporting sewers and appurtenances
for site improvement.
5. HANDLING OF TOPSOIL
10 feet or less 60 seconds
specified in this section, such special support,
>10 feet but <15 feet 75 seconds
in addition to those shown or specified, shall be
B. Preparation of Subgrade - Remove spongy and
A. Remove all organic material from the areas to be
>15 feet but <25 feet 90 seconds
provided as the Engineer may direct, and the
otherwise unsuitable material and replace with
occupied by buildings, roads, walks and parking
contract will be adjusted.
stable material. No traffic will be allowed on
areas. Pile and store topsoil at a location
For manholes five (5) feet in diameter, add on additional
prepared subgrade prior to paving.
where it will not interfere with construction
fifteen (15) seconds and for manholes six (6) feet in
operations. Topsoil shall be reasonably free
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diameter, add an additional thirty (30) seconds to the time
G. Backfilling - for a depth of at least 12 inches
C. Compaction of Subgrade - The first 6 inches below
from subsoil, debris, weeds, grass, stones, ect.
requirements for four (4) foot diameter manholes. For all
above the top of the pipe, backfill with earth or
granular material free from large stones, rock
the subgrade shall be compacted to at least 100%
B. After completion of site grading and subsurface
manholes deeper than twenty-five 25 feet. Engineer will
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fragments,
g roots or sod. Tamp this backfill
of the maximum dry density as determined by the
provisions of AASHO T -99. Water shall be
utility nstallation, to soil shall be replaced
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determine the applicable minimum elapsed time.
thoroughly, taking care not to disturb the pipe.
prevented from standing on the compacted subgrade.
in areas designated on the erosion control plan
4. If the manhole fails the test, necessary repairs must be
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For the remaining trench depth, backfill with
for seeding and /or sodding. Any remaining top
made and the vacuum test and repairs mut be repeated
earth or granular material containing stones or
D. Utility Structures - Check for correct elevation
soil shall be used for finished grading around
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until the manhole passes the test.
rocks not larger than 4 inches. Backfill under
of all manhole covers, valve boxes and similar
structures and landscaping areas.
5. If manhole joint sealants are pulled out during the
and within 5' of walks, parking areas, driveways
structures located within areas to be paved, and
vacuum test, the manhole must be disassembled and the
and street shall be granular material only -
make, or have made, any necessary adjustments in
joint sealants replaced.
thoroughly compacted by approved methods.
such structures.
6. DISPOSITION OF UTILITIES:
6. Manholes will be subject to visual inspection with all
visual leaks being repaired.
H. Manhole Inverts - Construct manhole flow channels
E. Placing Concrete
A. Rules and regulations governing the respective
of concrete sewer pipe or brick, smoothly finished
utilities shall be observed in executing all work
and of semi - circular section conforming to the
1. Subgrade - Place concrete only on a moist,
under this section.
5. Butyl rubber coating shall be applied around each
inside diameter of the connecting sewers. Make
compacted subgrade or base free from loose
manhole joint from 6- inches above to 6- inches below each
changes in size or grade gradually and changes in
material. Place no concrete on a muddy or
B. If active utilities are encountered but not shown
joint. The appropriate primer shall be applied prior to
direction by true curves. Provide such channels
frozen subgrade.
on the drawings, the Engineer shall be advised
applying the rubber coating. Inside joints to be filled with
for all connecting sewers at each manhole.
before work is continued.
precoat plug material.
2. Forms - All forms shall be free from warp,
C. Inactive and abandoned utilities encountered in
6. The manhole chimp including
chimney's all riser rings shall be
I. Subdrains - All subdrains shall be of the size
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shown on the pions and shall be constructed to the
tight enough to prevent leakage and
excavating and grading operations shall be
sealed using Infi - Shield "Uniband" or approved equal. Prior
grades shown. All drains constructed off -site as
substantial enough to maintain their shape
and position without springing or settling,
reported to the Engineer. They shall be removed,
to placement, the top 4- inches of the manhole cone and
part of the outlet drain will be located as shown.
when concrete is placed. Forms shall be
plugged or capped as directed by the Utility
casting frame shall be cleaned and primed. The Uniband
clean and smooth immediately before
Company and the Engineer.
shall extend from 3- inches below the top of the cone
J. Utilities - It shall be the responsibility of each
concreting.
section to 2- inches over the flange of the manhole casting
contractor to verify all existing utilities and
D. It shall be the responsibility of each contractor
frame.
conditions pertaining to his phase of the work.
to verify all existing utilties and conditions
It shall also be the contractors responsibility to
3. Placing Concrete - Concrete shall be
pertaining to his phase of the work. It shall
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7. The casting elevations are set b Ian. However, the
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contact the owners of the various utilities before
deposited so as to require as little
also be the contractors responsibility to contact
castings are to be adjusted in the field by the Engineer's
work is started. The contractor shall notify in
rehandling as practicable. When concrete is
the owners of the various utilities before work
representative, should a discrepancy occur between plan
writing the owners or the engineer of any changes,
to be placed at an atmospheric temperature of
is started.
grade and existing grade. New manhole ring and cover shall
errors or omissions found on these plans or in the
35 degrees F. or less, paragraph 702.10 of
be installed to establish grade. Maximum height of
field before work is started or resumed.
the Indiana Department of Transportation
7. SITE GRADING:
adjusting rings shall be 12- inches.
Specifications latest revision shall be
K. Contractor to rout joints inside storm
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followed.
A. Grades: Contractor shall perform all cutting,
8. Backfill around all structures and all cuts under paved
structures where pipes enter or exit
filling, compacting of fills and rough grading
areas with granular material. Trenches opening within
and between structure and casting.
F. Concrete Curb
required to bring entire project area to grade as
5 -feet of paved roadways shall be backfilled with granular
TABLE 1
shown on the drawings.
material in accordance with Section 211. Backfill under
1. Expansion Joints - Shall be 1/2 inch thick
sidewalks shall be granular, unless the walks are constructed
TIME IN MINUTES AND SECONDS REQUIRED FOR FOR PRESSURE DROP
FROM 3.5 PSIG TO 2.5 PSIG
premoulded between storm structures &curb.
B. Rough Grading: the tolerance for paved areas
a minimum of 6 months after backfill has been in place.
(Based on 0.003 cfm per sq. ft. and 2.0 cfm)
shall not exceed 0.04 feet plus or minus above
Pipe Diameter D in Inches
2. Contraction /Control Joints - Unless otherwise
the established subgrade. All other areas shall
9. The Contractor shall be responsible for verifying that all
4 6 8 10 12 15 18 21 24 27
30 33 36 39
provided, contraction joints shall be sawed
not exceed 0.10 feet plus or minus the
state highways, city, and county permits have been obtained
or scored joints spaced 10 feet on center, except for
established grade. All banks and other breaks in
by the developer prior to start of construction.
25
:04 :10 :18 :28 :40 1:02 1:29 2:01 2:58 3:20
4:08 4:59 5:56 6:58 25
intersection radii where joints shall be placed 5' o.c.
grade shall be rounded at top and bottom.
10. The Contractor shall be required to furnish the
50
:09 :20 :35 :55 1:19 2:04 2:58 4:03 5:17 6:41
8:15 9:59 11:53 13:57 50
3. Finish - Tamp and screed concrete as soon as
C. Compaction Requirements:
developer's Engineer with a set of prints, marked in red
75
:13 :30 :53 1:23 1:59 3:06 4:27 6:04 7:55 10:01
12:23 14:58 17:00 18:25 75
placed, and fill any honey combed places.
1. All building pad areas shall be compacted to
pencil, showing actual sewer location and invert, to include
"as
100
:18 :40 1:11 1:50 2:38 4:08 5:56 8:05 10:39 12:45
14:11 15:35 100
Finish square corners to 1/4" radius and
lateral location, depth and length. Such built" prints
other corners to radii shown.
standards specified by local and /or state
must be received by the Engineer before the final contract
125
:22 :50 1:28 2:18 3:18 5:09 7:26 9:55 11:20
125
building codes.
payment can be authorized. The sanitary sewer laterals and
150
:26 :59 1:46 2:45 3:58 6:11 8:30
150
G. Concrete Walks and Exterior Steps
stubs termination shall be indicated on the surface with a
2. For compaction requirements of paved areas,
metal fence post set immediately above the said termination
175
:31 1:09 2:03 3:13 4:37 7:05
175
1. Slopes - Provide 1/4 inch per foot cross
see street specifications.
point.
200
:35 1:19 2:21 3:40 5:17
200
slope. Make adjustments in slopes at walk
225
:40 1:29 2:38 4:08 5:40
225
intersections as necessary to provide proper
drainage.
250
:44 1:39 2:56 4:35
250
275
:48 1:49 3:14 4:43
275
2. Dimensions - Walks and steps shall be one
300
:53 1:59 3:31
300
course construction and of widths and details
shown on the drawings.
350
1:02 2:19 3:47
350
400
1:10 2:38
400
3. Finish - Screed concrete and trowel with a
steel trowel to a hard dense surface after
450
1:19 2:50
450
surface water has disappeared. Apply medium
500
1:28
500
broom finish and scribe control joints at 5
550
1:37
550
foot spacing. Provide 1/2" expansion joints
where sidewalks intersect, and at a maximum
600
1:46
600
spacing of 48 feet between expansion joints.
650
1:53 2:50 3:47 4:43 5:40 7:05 8:30 9:55 11:20 12:45
14:11 15:35 17:00 18:25 650
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No.
9800085
?a STATE OF :J
%O��` ' ZNDIANP•
DATE:
11W, DRAWING' AND HIF IDLA`;, DE;I(,N•; AND
CONCEPTS CONTAINED HEREIN ARE. THE EXCLUSI�E
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
CC) 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
CIS * LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
PROJECT NO.:
6/29/01
1238.015
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DATE:
PROJECT NO.:
6/29/01
1238.015
DRAWN BY:
CHECKED BY:
MG
SHEET TI1LE:
SPECIFICATIONS
DRAWING FILES:
N: \1238 \015 \DWGS \C901.DWG
SHEET NO.:
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