HomeMy WebLinkAbout08 SpecificationsEARTHWORK
1. SCOPE OF WORK
A. Extent: The work r equired under this section
consists of all excavating, filling, rough grading
and related items necessary to complete the work
i
indicated on the drawings and described in the
specifications. The Contractor shall notify in writing
the owners and the En ineer of any changes, errors
or omissions found on the plans! or in the field
i
before work is started or resumed.
1. In general, the items of work to be
performed under this section shall include:
clearing pnd grubbing, emoval of trees and
stumps where required), protection of trees
to remain, stripping an storage oft soil,
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 excavated material not required
shall be removed from the site. The
location of durpp aid length of haul shall be
the Contractors responslblity.
3. Provide aid place any additional fill
material from off the site as may be
necessor to produce the grades required.
Fill obtained from off site shall be of kind
and qu ality 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 items of
related work are specified and included in other
sections of these specifications:
1. Excavation, grading and backfilling for
utility lines
2. Storm drainage systems
3. Sanitary sewer systems
4. Streets and paving
5. Water supply system
2. BENCH MARKS
Maintain carefully all bench marks, monuments and other
other reference points; if disturbed or destroyed,
Contractor shall pontact engineer. Replacement shall
be at Contractors expense.
3. REMOVAL OF TREES
A. Remove all trees and stumps from area to 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. All brush, stumps, wood and other refuse from
the trees shall be removed to
disposal areas off of the site. Disposal by burning
shall not pe permitted un ess prompermfts are
obtained (where applicable). The ion of on -site
bury pits shall be approved by the owner and the
i
Engineer if permitted.
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 in jury to trunks and
cover scars with tree paint.
5. HANDLING OF TOPSOIL
A. Remove all orqanic 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, gross, stones, etc..
B. After completion of site adin and subsurface
utility installation, top solshaiF be replaced in
areas design ted on the erosion control plan for
seeding and or sod. Any remaining topsol 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
shown on the drawings, the Engineer shall be
advised before work is continued.
C. Inactive and abandoned utilities encountered in
excavating and tr ading operations shall be
reported to the Engineer. They shall be removed,
plugged or capped as directed by the Utility
Company or the Engineer.
D. 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 resopns`blity 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 0.10 feet plus or minus above
the established sub ode. All other areas shall
not exceed 0.10 feel us or minus the
established erode. All banks and other breaks in
grade shall be rounded at top and bottom.
C. Compaction Requirements:
1. All areas under building ads and paved areas
shall be compacted to 959: standard proctor density.
2. All other fill areas shall be compacted to 90%
standard proctor density.
8. EARTH WORK BALANCE
A. 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.
B. Minor adjustments 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
the Engineer in determining eorthwork quantities
shall be accomplished in accordance with the
American Society of Civil En Standards for
such calculations. Further, that these calculations
are subject to the int erpretotiions of soil borings
as the phys'col limits of the various soil types,
the allowable variation in finish grade and compaction
permitted the contractor, and that all of these
parameters may couse either an excess or shortage
of actual earthwork materials to complete the project.
If such an actual minor excess or shorts a of
materials occurs, the contractor shall contact the
Engineer to determine if ad' stment can be made
to correct the imbalance of earth.
9. TESTING
A. Contractor shill hire at Contractors expence an independent
soil testing service to assure soil compaction with scope
of testing to be op roved by Engineer. Copies of test results
shall be submitted to the Engineer.
SANITARY SEWER SYSTEMS
1. SCOPE OF WORK
A. The work under this section includes all sanitary
sewers, manholes, cleonouts and related items including
excavating and backfilling, necessary to complete the
work shown in the drawings, starting five feet outside
the building walls. The ends of sewers shall be tightly
t lu or capped at the terminal points adjacent
o uldin pending the connecting of 91 such lines
to the building main as specified in "the plumping and
architectural drawings One set of approved plans
shall be on the job site at all times.
2. MATERIALS
A. Polyvinyl Chloride Pipe (PVC)
1. 6' 15" PVC pipe shall be SDR 35 and conform to
ASTM D3034, with a minimum cell dos ification of
12454 -B or 12454 -C. Greater than 15 PVC
pipe shall conform to ASTM F679, with a minimum
cell classification of 12454 -C.
B. Ductile Iron Poe
1. Ductile iron (Di) ,pipe must meet ASTM A -746
or AWWA C151 with exterior asphaltic coating per
AWWA C151 and interior asphaltic coating meeting
AWWA C151 or polyethylene lining complying with
ASTM D -1248 of nominal 40 mil thkkness. T1bickness
design must be in accordance with C11 0.
2. Joint on DI pipe must be the inteqraj b.11 type gasketed
po meeting AWWA C111 mechanical ,pin MJ) meeting
AWWA C111, or ANSI 125 Ib. ,flanged joint. Accessories
j mechanical and flanged joints must be alloy steel
T -head bolt and hex nut f Coarce Thread Series Class
2A (External) and Class 2B (Internal) per ANSI B1.1.
C.
1'l'
2. All fittings and joints shall be compression
type flexible gasketed jo ints, and manufactured
installed nstalled in accordance with the pipe
manufacturers specifications. No solvent
cement joints shall be allowed.
Manholes
1. Precast reinforced concrete manhole sections
and steps and concrete adjusting rings shall
conform to ASTM C -478 latest revision. Exterior
of manhole shall be waterproofed with Bismatic
material.
2. Castings shall be of uniform ality, free
from blow holes, porosity, fiord spots,
shrinkage distortion or other defects. They
shall be smooth and well leaned by shot
blostin9 or by some other approved method.
They shall be coated with asphalt oint
which shall result in a smooth cootintcky
tow and tenacious when cold, not or
brittle. They shall be gray iron meeting
ASTM A -48 latest revision. Manhole covers
for sanitary sewer shall be Neenah Type R- 1077 -A
w/R- 1712 -B -SP Frame w /Self- Sealing application.
3. Joints Manhole sections shall be joined with
a nominal 1/2 size butt'4 rubber rubber base
gasket material, conforming to AASHTO M -198
and Federal Specification SS- S -210a. Joint
conforms to ASTM C -443.
4. Manholes shall include steps. Manhole steps shall be
polypropylene coated steel reinforcing or an
approved non corrosive fiberglass material.
The copolymer pol lop 4ene shall meet the
re yjrements of A fit D -4101 with deformed
3 did. or larger reinforcing steel conforming
to ASTM A -615 Grade 60. Steps shall be a
maximum of 18 from top, 24 from bottom and
16 spacing between.
5. Manholes shall be bedded on a granular
foundation. The granular foundation shall be
compacted with vibratory tamps.
3. APPUCA11ON
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 famish all bonds necessary to get permits
for cuts and connections to existing sewers.
The Contractor shall be responsible for obtaining
or verify verifyinq all permits for all or portions of
this projec prior to starting construction. The
Contractor shall notify the local or county
inspector or utility superintendent 48 hours prior
to commencement of sanitary construction.
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 Loy all pipe in open trenches, except
when the local authority Ives written permission
for tunneling or ing oT pipe. Open the trench
sufficiently aheod pipe--laying to reveal any
obstructions. The width of t he trench shall be
the inside pipe diameter plus 24 inches for 12
inches above the pipe. Sheet and brace the
trench as necessary to protect workmen and
adjacent structures. All trenching to, comply with
Occu tional Safety and Health Administration
Standards. Opep trenches shall be properly
protected and /or barricaded when left unattended.
Keep trenches free from water while construction
is in progress. Under no circumstances shall
pipe or appurtenances be laid in standing water.
Conduct the discharge from trench dewatering
to drains or natural drainage channels.
F. p ecial Supports Whenever, in the opinion of the
P ecid ginee r, the soil at or below the pipe grade
is unsuitable for supporting sewers and
appurtenances specified in this section, such
special su pport in addition to those shown or
specified, shall be provided as the Engineer may
direct, and the contract will be adjusted.
G. Bockfilling for a depth of at least 12 inghes
above the top of the pipe, backf ll with 12 of
18 crushed stone or fractured face aggregate.
Com this backfill taking care not
to disturb the pipe. For the remaining trench, nth,
backfill with earth or granular material containing
stones or rocks not larger than 4 inches. Backfitl
under and within 5 of walks, parking areas, driveways
and streets shall be granular material only thoroughly
compacted, by approved methods.
H. Flow Channels The flow channels within manholes
shall be an intea,al part of the precast base.
The channels shill be shaped and formed for a
dean transition with proper hydraulics to allow
the smooth conveyance of flow through the manhole.
The bench wall mall be formed tg the crown of the
Inlet and outlet pipes to form a U shaped
channel. The bench wall shall slope back from the
crown at 1/2 inch per foot to the manhole wall.
No brick, rock or sand fillers will be allowed.
I. Infiltration The contractor shall fumish
necessary equipment to test sewers for
infiltration. lntiltration rates shall not exceed
the Local Standards. All sanitary sewer lines
upon completion will be required to ass a low
pressure air test, unless otherwise directed by
the City Engineer. Said test shall be
conducted according to NCPI Standard Method
and shall be witnessed by an inspector authorized
by the City Engineer. Infiltration under
test shall not exceed 100 gallons per inch of
inside diameter of sewer pipe per mile of sewer
in 24 hours and is inclusive of all
appurtenances within the section being tested such
as manholes, house connections, etc.
Any portions not passing said tests for acceptance
shall be repaired or replaaced, including re- excavation
and backfill, at the Contractors expense.
J. Flushing Sewers Flush all sanitary sewers except
building sewers with water to obtain free flow
through each line. Remove all silt and trash from
appurtenances just prior to acceptance of work.
K. Plastic Sewer Pipe Installation Plastic sewer
92' ipe shall be installed in accordance with ASTM
321 per latest revision, and no plastic pipe
shall exceed an 11 point mandrel test deflection
of 5% All sewer mains shall be lapped at the
time the mandrel test is conducted. All mains
shall be true to alignment and grade.
L Storm Wat Connections No roof drains, footing
drains and /or surface water drains may be
connected to the sanitary sewer sy including
temporary connections during construction.
M. Waterline Crossing Water and sewer line crossings
and separations shall be in accordance with Ten
States Standards and local and state codes.
Waterlines and sanitary sewers shall maintain a
minimum of 10 foot horizontal sep aration and a
minimum 18 inches of clearance between pipes at
crossings. Otherwise, sanitary sewer within 10
feet of waterlines shall be constructed of water
works grade Ductile Iron Poe with mechanical
joints and fittings. One length of sewer pipe
should be centered at the waterline crossin
so that no joint is loser than 10 feet to the
waterline.
N. Utilities It shall be the responsity of
each contractor to veri all existing utiities
and conditions pertainingg to his phase of the
work. It shall also be the contractors
responsibilit i
to contact the owners of the
various utilities before work is started. The
contractor mall notify in writing the owners and
the engineer of any changes, errors or omissions
found on these plans or in the field before work
is started or resumed.
0. Service Laterals Individual building service lines
shall be 6 inches in diameter and of material
equal to that specified in. 2A of this section.
Service lines shall be connected to the main
sewer by a we at locations generally shown
within these plans. Service Imes shall be
extended to a distance of q feet beyond the right-
of-way line and within 5 -8 of the existing around
surface. The ends shall be plugged and sealed
with a water tight cap. Sewer service lines shall
be marked with a 2"x4" painted green and extending
from the lateral end to 3' above grade.
P. New Sanitary Sewer Main Construction Contractor
shall record length and dimensions of each service
line stub from nearest downstream manhole measure
along the sanitary sewer main. The locations of
manholes and service lines along, with any other
construction changes are to be Incorporated op
the original construction drawings as as -built
locations and submitted to the Engineer as soon
after completion of construction as possible, not
to exceed 30 days.
Q. Field Testing All manholes must be vacuum tested
after installation, repair or modification in accordance
with ASTM 01244 -93, Standard Test Method for Concrete
Sewer Manholes by Negative Air Pressure (Vacuum) Test.
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. All work and materials shall
meet Hamilton County specifications.
2. MATERIALS
A. Storm Sewers
B.
1. Reinforced concrete sewer pipe shall conform
to ASTM C -76 latest revision, with joints
conforming to ASTM C -443 latest revision when
storm pipe is continuously submerged in water.
2. Aluminized type 2 corrugated steel pi shall
b e manufactured ill acc dance with AASHTO M36
type I with, 2 2/3 x 1/2 corrugation ,tor
Z� „and 15 djorneters; type IR witi 3/4 x
3/4 x 7 1/2 corrugations for 18 diameter
and larger). The pipe shall be formed from
an aluminized steel type 2 coil that conforms
to AASHTO M274. The minimum gage thickness of
the pipe shall be as follows:
Diameter Gage
42-48' 14
54 84 12
H�iggh density pdyeth shall pipe all rform
3. AASHTO M252 and M294 Type S specifications,
latest revision, and shall have material
ssD� 'fications conforming to ASTM 01248 or
tf;3350, latest revision.
Manholes
1. Precast reinforced concrete manhole sections
and steps shall conform to ASTM C -478 latest
revision.
2. Costing shall be of uniform quality, free
from blow hales, porosity hard spots,
shrinkage distortion or other defects. They
shall be smooth and well deoned by shot
blasting or by some other approved method.
They shall be coated with asphalt point
which shall result in a smooth coati
tou and tenacious when cold, not faddy or
brittle. They shall be gray iron meeting
ASTM A -48 latest revision.
3. Joints Manhole sections shall be jointed
with rubber type askets. The rubber type
gaskets shall meet ASTM C -443 latest
revision. When manhole and storm pipe are
continuously in water.
C. SUBDRAINS
1. Perforated plastic DiDe subd9 s shall conform
to ASTM F -405, AASHTU 11 -252 (4 to 10 pipe).
3. APPLICATION
A. Permits and Codes The intent of this section of
the specifcotior^s 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 spplicable codes and
regulations as amended by any waivers. Contractor
shall furnish all bonds necessary to get permits
for cuts and connections to existing sewer.
Contractor shall notify the County Surveyors Office
a minimum of 72 hours prior to the commencement
of storm sewer construction.
8. 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 aH local and
state agencies having jurisd Lion.
E. Trenching Lay all pipe in open trenches, except
when the local authority gives written permission
for tunneling. Open the trench sufficient ahead
of pipe laying 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
ect workme n and de jacent structures. All
r to com with Occu Tonal Safety and
Health Aministration Standard 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. S pports Whenever in the opinion of the
r
e soil at or below the pipe e 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 dsrect, and the
contract will be ad�
G. Backfilling for a depth of at least 12 inches
above the top of the pipe, backfiiiI with earth or
V nular material free from large stones, rock
roots or sod. Tamp this badcfll
thoroughly, taking care not to disturb the pipe.
For the remaining, trench depth, backfill with earth
or granular material containing stones or rocks n9t
larger than 4 inches. Backfll under and within 5
MI paved areas shall be granular material only and
conform to local standards
thoroug hly compacted by approved methods.
H. Manhole Inverts Construct manhole flow channels
of concrete sewer pipe or brick, smoothly finished
and of semicircular section conforming to the
inside diameter of the connectingg sewers. Make
changes in size or grade rode y 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. All drains constructed off -site as
part of the outlet drain will be located as 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.
No.
STREETS AND PAVING
1. SCOPE OF WORK
A. The work required under this section includes all
concrete and bituminous paving and related items
necessary to complete the wdrlc indicated on drawings
and described in the specifications, including but not
limited to:
All streets, parking areas in contract limits
Curbs and gutters.
Sidewalks and concrete slabs, exterior steps.
2. MATERIALS
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 bogs 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 aid a
minimum of 2 inches. The slump oJ machine place
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.
All exterior concrete shall have air entrainment of
5% to 8% by volume per ASTM C -260. Retempering
delivered concrete will not be allowed. Concrete shall
be composed of
1. l P ortl and
or T Conforming to ASTM C -150,
Type ype
2. Aggregates: Conforming to ASTM C -33
3. Water Shall be dear and free from
injurious amounts of ols, acids, alkalis,
or g anic materials or other deleterious
substances.
8. Welded Steel Wire Fabric Where required for
concrete reinforcement shall conform to ASTM A185.
C. Premoulded Joint Filler Shall be of non
extruding t Ant e meeting ASTM D -544 except that
premoulded flier 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 grovel. 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 disinte pieces
and shall be free from fragments coated with dirt.
Compacted aggregate shall be graded as follows:
Date
SIEVE SIZE
11/2'
1�2'
200
PASSING
80-100
70-90
A60
25 -50
12 -30
5 -10
3. APPLICATION
A. Grading Do any necessary grading in addition to
that, performed m 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 100%
of the maximum dry density as determined by the
provisions of AASHTO T -99. Water shall be
prevented from standing on the compacted subgrade.
D. 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 to 10 tops. Compact to 95%
standard proctor density (ASTM D 1557)
Along curbs, headers and walls and at all placed
not accessible to the roller, the odgg gregate
material shall be tamped with mechanical tampers
or with approved hand tampers.
E. Bituminous Pavement Hot asphalt concrete
pavement shall be as specified in Section 400 -410
of the Indiana Department of Transportation
Specifications latest revisions. Pavin will not
be permitted during unfavorable weather or when
the temperature is not in compliance with section
401.05 of the INDOT Specifications.
F. 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 ne cessar y adjustments in
such structures.
G. Placing Concrete
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
slinging or settling, when concrete is placed
Forms shall be clean and smooth and coated with
form release before placement of concrete.
3. Placing Concrete Concrete shall be
deposited so as to require as little
rebanding as practicable. When concrete is
to be placed at an atmospheric temperature of
35 deqrees F. or less, paragraph 702.10 of
the Indiana Deportment of Transportation
Specifications latest revision shall be
followed.
Revision
DeenBy
NfH
UTILITIES
2. GAS
H. Concrete Curb
1. Expansion Joint
premoulded at ends
maximum spacing of
Contraction Jot
provided, contraction
joints spaced 20 fee
3. Finish Tamp
N aced, and fill any
nish square comer
other corners to rid
i. Concrete Walks and E
1. Slopes Provic
slope. Make ad juste
intersections as neci
drainage.
2. Dimensions V
course construction
shown on the drawn
Finish Screed
steel trowel to a hat
surface water has di
broom finish and so
w here sidewalks 'iinnt
spacing of 48 feet t
J. Curing Concrete E,
cure all concrete by
in Section 501.17 oT
Transportation Specil
1. WATER
3. OTHER UTILITIES
Cry Township,
Drawn By
MFH
SPECFICATIONB
Ham on
Che
A8
/2 inch thick
and at a
foot cross
at walk
e proper
shall be one
and details
and tested in accordance
ts.
formation only. The local gas
installation of new gas mains.
red Bjr
Approved By
AES
i
S
No.
1 r
880
•o STATE OF
jS /o N AL'��
Liiitii
fa 1 co n
ENGINEERING, INC.
13110 Promise Road, Noblesville, IN 46060
Phone: (317) 841 -3141 Fax: (317) 841 -9951
'/t d
Da}. March 29, 2004
Job No.
100.0
Scsile
AS SHOWN
Sheet No. 8 EJF 10
Shall be 1
>f all returns
100 feet.
Ls Unless otherwise
joints shall be sawed
on center.
ind screed concrete as soon as
oney nbed places.
to 1 /4 radius and
shown.
.terror Steps
1/4 inch per
amts in slopes
rsary to proved
ilks and steps
nd of widths
s
A. All water mains shall be installed
with local standards nd requiremen
Gas mains shown in the ins are for in
utility is responsible for fa l design and
concrete and trowel with a
I dense surface after
appeared. Apply medium
)e qoptrot pmts at 5
1/2 expansion joints
ec and at a maximum
tween expansion pints.
:ept as otherwise specified,
me of the methods described
be Indiana Department of
rations, latest revision.
Electric Telephone, and C TV lines shown in the plans are for information
only. the local utility car zanies are respoxnsi'ble for final design and installation
of their respective utility I yes.
TOM WOOD BAUER I RVE LOT