HomeMy WebLinkAbout04110036.12JACK'S TOOL RENTAL SITE
410 West Carmel Drive
Carmel, Indiana
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Fire Hydrants: Shall comply with AWWA
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: STATE OF .•
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ZONAL
1111111 �
July 15th, 2003
Approved By. D. Scott Bordenet
Specification C -502 and shall meet local
C H JV4
Construction
Specifications
Benchmark Surveying, Inc.
9855 Crosspoint Blvd., Suite 110
Indianapolis, IN 46256
standards and requirements, particularly as to
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Project Description:
Specifications this sheet present minimum
requirements for specifications not stated
elsewhere on the plans.
Owner /Developer:
nozzle diameters and threads, direction of
°
CARMEL, IN
317-691- 7278
Rev#
Date
Remarks
opening, and dimensions of operating and cap
�-
Added Sanitary Specs.
H. Infiltration: Furnish necessary equipment to test
nuts. Fire Hydrants shall have one pumper and
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sewers for infiltration. Infiltration rates shall not
two hose nozzles, a valve opening not less than 5
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7. SITE GRADING
exceed the Local Standards. All sanitary sewer
3. APPLICATION
[Jack's Tool Rental]
inches, and a 6 inch inlet connection. The length
12 of 12
A. Grades: Do all cutting, filling, compacting of
lines upon completion will be required to a
A.
Grading: Do any necessary grading in addition to
of the hydrant barrel shall be determined by the
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fills and rough grading required to bring
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pass
low air test, unless otherwise directed by
that performed in accordance with Earthwork
specified depth of cover over the pipe.
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entire project area to subgrade as shown on
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pressure
Section to bring subgrades, after final
the drawings. Undercut open areas 4 inches
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the sewer utility. Said test shall be conducted
compaction, to the required grades and sections
E.
Valves: All valves and stops shall have ends
for topsoil.
according to NCPI Standard Method and shall be
for site improvement.
suited or adapters shall be provided far the
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B. Rough grading: the tolerance for paved areas
witnessed by an inspector authorized by the sewer
B.
Preparation of Subgrade: Remove spongy and
proper installation in the lines in which they are
shall not exceed 0.10 feet above established
utility. Infiltration under the test shall not
otherwise unsuitable material and replace with
located. Valves shall meet local standards, or in
subgrade. All other areas shall not exceed
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exceed 100 gallons per inch of inside diameter of
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stable material. No traffic will be allowed on
the absence of such standards, the following
0.10 feet plus or minus the established grade.
sewer pipe per mile of sewer in 24 hours and
prepared subgrade prior to paving.
requirements.
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Provide roundings at top and bottom of banks
inclusive of all appurtenances within the section
C.
Compaction of Subgrade: The first 6 inches
1. Valves in cast iron pipe shall be iron body,
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and other breaks in grade. All open areas
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being tested such as manholes, house connections,
below the subgrade shall be compacted to at least
bronze mounted, disc gate valves
shall be graded a minimum of 0.5% and a
etc.
100% of the maximum dry density as determined
conforming to AWWA Specification C -500.
maximum of 3:1 slope. On fill slopes steeper
P P P
I. Flushing Sewers: Flush all sanitary sewers except
by the of AASHTO T -99. Water
They shell open in the same direction as
than 4:1, step r break-up sloped surfaces so
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building sewers with water to obtain free flow
provisions
shall be from standing on the
those used in the local waterworks system.
that fill will bond with existing urface.
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through each line. Remove all silt and trash from
prevented
compacted subgrade.
Valve stems shall terminate in 2 inch
Maximum lift height shall not exceed 12
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appurtenances just prior to acceptance of work
D.
Utility Structures: Check for correct elevation of
wrench nuts. Furnish two (2) keys.
inches.
J. Plastic Sewer Pipe Installation: Plastic sewer pipe
all manhole covers, inlets, valve boxes and
2. Valves in copper pipe shall be standard
C. Subgrade shall be proof rolled with suitable
shall be installed in accordance with ASTM
similar structures located within areas to be
brass body, round-way, ground-key stops,
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equipment, and all spongy and otherwise
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02321 per latest revision, and no plastic pipe shall
paved and mark, or have made any necessary
with T heads. Furnish two (2) keys.
unsuitable material shall be removed and
exceed a deflection %of 5
K. Storm Water Connections: No roof drains,
adjustments in such structures.
F.
Valve Boxes: Shall meet local standards or in the
replaced with suitable material.
footing drains and or surface water drains may be
E.
Placing Concrete:
absence of such, shall comply with the following
D. Sub grade for streets and paved areas shall be
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connected to the sanitary sewer systems, including
i. Subgrade: Place concrete only on a moist,
requirements:
compacted to 100% of standard proctor in the
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temporary connections during construction.
compacted subgrade of base free from loose
1. For iron body valves, boxes shall be
upper 6" of depth. Depths of embankment
L. Waterline Crossing: Where water lines and
material. Place no concrete on a muddy or
approved standard buffalo-type cast iron,
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below the upper 6" shall be compacted to
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sanitary sewers cross and water lines cannot be
frozen subgrade.
adjustable shaft boxes, having a minimum
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EARTHWORK
95% of standard proctor.
placed above the sewer with minimum of 17
2. Forms: All forms shall be free from warp,
shaft diameter of 5 -1/4 inches.
1. SCOPE OF WORK
E. See PAVING section also.
inches vertical clearance, the sewer must be
tight enough to prevent leakage, and
2. For brass body valves (stops) boxes shall be
A. Extent: The work required under this section
F. All fill material shall be formed from soil tree
constructed of water works ductile iron pipe
substantial enough to maintain their shape
approved standard cast iron extension
consists of all excavating, filling, rough
of deleterious material. If so required, prior to
grade
with mechanical joints not within 10 feet either
and position without springing or settling
service boxes, having a minimum diameter
grading, and related items necessary to
placement of fill, a sample of the proposed
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side of the water line.
when concrete is placed. Forms shall be
of 2 -1/2 inches and having lid held in place
complete the work indicated on the drawings
material shall be submitted to the soils
M. Utilities: It shall be the responsibility of each
clean and smooth immediately before
b a brass or bronze bolt. The castings shall
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and described in the specifications.
engineer far approval. The fill material shall
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contractor to verify all existing utilities and
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concreting.
be coated with two coats of coal -tar pitch
1. In general, the items of work to be
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be placed in layers not to exceed 8 inches in
conditions pertaining to his hose of the work. It
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3. Placing Concrete: Concrete shall be
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varnish. Furnish two (2) keys for bolt in
performed under this section shall
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loose thickness and shall be spread and
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shall also be the contractors responsibility to
deposited so as to require as little handling
lids.
include: clearing and grubbing, removal
compacted at the proper moisture content.
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contact the owners of the various utilities before
as practicable. When concrete is to be
G.
Plastic Pipe: Shall conform to ASTM D -2241-
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of trees and stumps (where required),
G. All fill material in areas outside of building
work is started. The contractor shall notify in
laced at an atmospheric temperature of 35
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joints
SDR 21 with flexible elastomeric seal joints
SDR 2 with
protection of trees to remain, stripping
and pavement areas shall be compacted
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writing the owners or the engineer of any changes,
degrees F., or less, paragraph 702.11 of the
to ASTM 0 -3139. NSF SEAL
conforming OF
and storage of topsoil, fill compaction,
lightly with each lift and protected from
errors or omissions found on these plans or in the
Indiana Deportment of Transportation
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APPROVAL SHALL BE STAMPED ON ALL
and rough grading of entire site as
erosion. Areas of building construction shall
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field before work is started or resumed.
Specifications, latest revision shall be
PLASTIC PIPE.
indicated on the drawings.
have suitable fill material placed and
N. New Sanitary Sewer Construction: Contractor to
followed.
3.
APPLICATION:
2. Excavated material that is suitable may be
compacted in accordance with the Soils
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Engineers or minimum 95 % standard
record dimensions of each service line stub from
F.
Concrete Curb and Gutter:
A.
Permits and Codes: The intent of this section of
used for fills. All unsuitable material and
report
nearest downstream manhole measured along the
1. Expansion Joints: Shall be 1/z inch thick
the specifications is that the contractor's bid on
all surplus excavated material not
proctor.
sanitary sewer main. The locations of manholes
premoulded at ends of all returns and a
the work covered herein shall be based upon the
required shall be removed from the site
and service lines along with any other construction
maximum spacing of 100 feet.
drawings and specifications but that the work
and appropriately placed. The location of
SANITARY SEWER SYSTEMS
changes are to be incorporated on the original
2. Contraction Joints: Unless otherwise
shall comply with all applicable codes and
dump and length of haul shall be the
1. SCOPE OF WORK
The under this section includes all sanitary
construction drawings and "Record Drawing"
provided, contraction joints shall be joints
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regulations. Contractor shall furnish all necessary
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Contractor's responsibility.
work
manholes, catch basins, cleanouts, and related
prints submitted to the sewer as soon after
spaced 10 feet on center.
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bonds to et permits for cuts and connections.
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3. Provide and place any additional fill
sewers,
items, including excavating and backfilling necessary to
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completion of construction as possible.
3. Finish: Tamp and screed concrete as soon as
B.
Existing Improvements: Maintain in operating
material from off the site as may be
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complete the work shown on the drawings, starting five
placed, and fill any honeycombed places.
condition all active utilities and sewers and other
necessary to produce the grades required.
Fill obtained from off site shall be of kind
feet outside the building walls. The ends of sewers
PAVING
Finish square corners to 1/ inch radius and
pipe system that may be encountered.
and as specified for fills herein
shall be tightly plugged or capped at the terminal
1. SCOPE OF WORK
other corners to radii shown in plans.
C.
Trenching: Lay all pipe in open trenches, except
quality
and the source approved by the Owner.
points adjacent to buildings, pending the connecting of
The work required under this section
G.
Concrete Walks and Exterior Steps
when local authority gives written permission for
4. The Contractor shall accept the site as he
all such lines to the building drain as specified in the
includes all exterior concrete and
1. Slopes: Provide 1/4 inch per foot cross slope.
tunneling. Provide separate trench for the water at
finds it and shall remove all trash,
plumbing specifications and architectural drawings.
bituminous paving and related items
Make adjustments in slopes at walk
least 10 feet horizontally from any sanitary sewer.
rubbish and debris from the site prior to
2. MATERIALS
necessary to complete the work indicated on
intersections as necessary to provide proper
In locations where separate trenches for sewer and
starting excavation.
A. Al' gravity plastic sewer pipe and fittings shall
drawings and described in the specifications
drainage.
water lines are impracticable, lay the water pipe
B. Work not included: The following items of
conform to ASTM 03034, SDR -35. The
including but not limited to:
2. Dimensions: Walks and steps shall be one-
on a solid shelf at least 18 inches above the top of
related work are specified and included in
minimum cell classification for P.V.C. and Truss
-All drives, parking areas in contract
course construction and have widths and
the sewer.
other sections of these specifications.
pipe shall be 12454 -B or 12454 -C.
limits
details shown on the drawings.
D.
Width of Trench: Excavate trenches 12 inches
1. Excavation, grading and backfilling for
B. ABS sewer pipe and fittings shall conform to
-Curbs and gutters
3. Finish: Screed concrete and trowel with a
each side of the pipe for proper installation of
utility lines.
ASTM D2680 or latest revision. If using truss
- Sidewalks and concrete slabs,
steel trowel to a hard dense surface after
pipe.
2. Storm drainage systems.
pipe, joints shall be gasket type.
exterior steps
surface water has disappeared. Apply
E.
Sheeting and bracing: Sheet and brace trenches as
3. Sanitary sewer systems.
C. Joints for P.V.C. and P.V.C. Truss pipe shall be
2. MATERIALS
medium broom finish and scribe control
necessary to protect workmen and adjacent
4. Water supply systems.
compression type flexible gasketed joints.
A. Concrete: Concrete shall be ready -mixed and
joints at 6 foot spacing. Provide 1/z
structures. All trenching shall comply with the
5. Streets and paving.
3. APPLICATION
shall be a mix of proportioned fine and coarse
expansion joints where sidewalks intersect
Occupational Safety and Health Administration
2. BENCHMARKS
A. Permits and Codes: The intent of this section of
aggregates with Portland cement and water.
and at a maximum spacing of 48 feet
Standards.
Carefully maintain all bench marks, monuments,
the specifications is that the contractors bid on
Minimum cement content shall be 6 bags per
between expansion joints.
F.
Water Removal: Keep trenches free from water
and other reference points. If disturbed or
the work covered herein shall be based upon the
cubic yard of concrete and maximum water
H.
Curing Concrete: Except as otherwise specified,
while construction therein is in progress. Under
destroyed replace as directed by engineer.
drawings and specifications but that the work
content shall be 5.5 U.S. gallons per sack of
cure all concrete by one of the methods described
no circumstances lay pipe or appurtenances in
3. REMOVAL OF TREES
shall comply with all applicable codes and
cement, including moisture in the aggregate.
in Section 501.20 of the Indiana Department of
standing water. Conduct the discharge from trench
A. Remove all trees and stumps from areas to be
regulations as amended by any waivers.
Slump for normal weight concrete shall be a
Transportation Specifications, latest revision.
dewatering to drains, or natural drainage channels.
occupied by road and surfaced areas.
Contractor shall furnish all bonds necessary to
maximum of 4 inches and a minimum of 2
I.
Bituminous Pavement: Hot asphalt concrete
G.
Grading Trench Bottoms: The bottom quadrant of
Removal trees these areas shall
get permits for cuts and connections to existing
inches. The slump of machine placed concrete
pavement shall be as specified in Section 402 of
the pipe shall be fully and uniformly supported.
of outside
only be done as noted on drawings or
sewers.
shall be no less than 1 -1/4 inches or more than 3
the Indiana Deportment of Transportation
The full load shall rest on the barrel of the pipe.
approved by the Owner.
B. Local Standards: the term "Local Standards" as
inches. Standard test ASTM C -143 shall be used
Specifications, latest revisions. Paving will not be
The trench may be excavated to a depth of 4
B. All brush, stumps, wood, and other refuse
used herein means the standards of design and
to measure slump. Minimum compressive
permitted during unfavorable weather or when the
inches or more below final grade with sand,
from the trees shall be removed from site or
construction of the City of Indianapolis Dept. of
strength of concrete at 28 days shall be 3500 psi.
temperature is 40 degrees F. and lolling.
crushed stone or gravel backfill to bring it back to
burned with (where
Capital Asset Management.
All exterior concrete shall have air entrainment
J.
Compacted Aggregate Sub -base: The thickness
pipe laying grade. For a depth of at least 12
proper permits
applicable).
C. Existing Improvements: Maintain in operating
of 5% to 8% by volume per ASTM C -260.
shown on the drawings is the minimum thickness
inches above the top of the pipe backfill with
4. PROTECTION OF TREES
condition all active utilities, sewers and other
Retempering of delivered concrete will not be
of the fully compacted sub -base: Compaction
earth or granular material free from large stones,
General Protection: The Contractor shall be
drains encountered in the sewer installation.
allowed. Concrete shall be composed of:
shall be accomplished by rolling with a smooth
roots or frozen clogs. Tamp this backfill
responsible for the protection of tops, trunks,
Repair to the satisfaction of the owner any
1. Portland cement: conforming to ASTM C-
wheeled roller weighing 8 to 10 tons. Compact to
thoroughly taking care not to disturb the pipe.
and roots of existing trees on the site
existing damage.
150, Type IA or type IIA.
95% compaction using Standard Testing
Backfill under walks, parking areas driveways and
project
that are to remain. Existing trees subject to
D. Workmanship: To conform to all local, state and
2. Aggregates: conforming to ASTM C -33.
Procedures. Along curbs, headers and walls and
streets with granular material only, and tamp
construction damage shall be boxed, fenced
national codes and to be approved by all local
3. Water: Shall be clear and free from
at all places not accessible to the roller, the
thoroughly by approved methods. Trenches
or otherwise protected before any work is
and state agencies having jurisdiction.
injurious amounts of oils, acids, alkalids,
aggregate material shall be tamped with
parallel to and within 10 feet of paved roadways
started. Do not stockpile within branch
E. Trenching: Lay all pipe in open trenches, except
organic materials or other deleterious
mechanical tampers or with approved tampers.
shall also be constructed with compacted granular
spread. Remove interfering branches without
when the local authority gives written permission
substances.
WATER LINES
H.
material.
Tests: Before joints are covered, fill the piping
injury to trunks and cover soars with tree
for tunneling. Open the trench sufficiently ahead
B. Welded Steel Wire Fabric: Where required for
with water, opening hydrants or other outlets to
paint
of pipe - laying to reveal any obstructions. The
concrete reinforcement, shall conform to ASTM
1. SCOPE
OF WORK
5. STRIPPING OF TOPSOIL
width of the trench shall be the inside pipe
A185.
The
work required under this section includes all
expel air. Test the piping for leakage as required
Remove topsoil to a depth of 6 inches (or
diameter plus 24 inches for 12 inches above the
C. Premoulded Joint Filler: Shall be non - extruding
cold
water distribution lines, valves meter pits,
by local ordinances. Inspect all joints for leakage
more if required) from the areas to be
pipe. Sheet and brace trench as necessary to
type meeting ASTM D -544, except that
hydrants, and related items including excavating
and remedy any leaks. Upon completion of the
occupied by roads walks, buildings, and
protect workmen and adjacent structures. All
premoulded joint filler used in concrete walk
and
backfilling necessary to complete the work
water lines, flush out the system until the water
areas. Pile and store topsoil at a
trenching to comply with Occupational Safety
construction may be either non - extruding or
shown on the drawings. The end of water
runs clear. As soon as the system has been
parking
location where it will not interfere with
and Health Administration Standards. Keep
resilient.
service lines shall be tightly plugged or capped at
flushed out, it shall be sterilized in accordance
construction operations. Top soil shall be
trenches free from water while construction is in
D. Bituminous Pavement Materials: All materials
the
terminal paints pending the connecting to all
with the requirements of the water utility.
reasonably free from subsoil, debris and
progress. Under no circumstances lay pipe or
proposed for the construction of bituminous
such lines of the building piping as specified in
I.
If a horizontal distance of 10 feet cannot be
stones.
appurtenances in standing water. Conduct the
pavements shall comply with Sections 400 and
the
plumbing specifications and architectural
maintained between the water line and the
6. DISPOSITION OF UTILITIES
discharge from trench dewatering to drains or
900 of the Indiana Department of Transportation
drawings.
sanitary sewer line, the sewer must be constructed
A. Rules and regulations governing the
natural drainage channels.
Specifications.
2. MATERIALS
of water works grade ductile iron pipe with
10' the
respective utilities shall be observed in
F. Special Supports: Whenever in the opinion of
E. Compacted Aggregate Sub -base: Shall be
A.
Polyvinyl Chloride (PVC): PVC pipe, materials,
mechanical joints not within of either side
executing all work under this section.
the Engineer, the soil at or below the pipe grade
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crushed stone or gravel; Crushed gravel shall be
and jointing shall conform to the requirements of
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water line.
B. It shall be the responsibility of each
is unsuitable for supporting sewers and
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a minimum of 35% crushed material. Fines shall
the Indiana Plumbing Rules 675 IAC 5 and,
g ( )
"Recommended
J.
Utilities. It shall be the responsibility of each
contractor to verify all existing utilities and
appurtenances specified in this section, such
be limited to a maximum of 8% of the total.
where applicable, to Standards
contractor to verify all existing utilities and
conditions to his phase of the
special support, in addition to those shown or
Material shall be free from an excess of flat,
for Water Works" published by the Great Lakes-
conditions pertaining to his phase of the work. It
pertaining
It shall also be the contractors
specified, shall be provided as the Engineer may
elongated, thinly laminated, soft or disintegrated
Upper Mississippi River Board of State Public
shall also be the contractor's responsibility to
work.
responsibility to contact the owners or the
direct and the contract will be adjusted.
pieces, and shall be free from fragments coated
Health and Environmental Managers.
contact the owners of the various utilities before
before work is started The
G. Backfilling: For a depth of at least 12 inches
with dirt. Compacted aggregate shall be graded
PVC pipe must have the NSF (National
work is started. The contractor shell notify in
various utilities
shall notify in writing the owner or
above the top of the pipe, backfill with granular
as follows or per latest revisions:
Sanitation Foundation) seal for potable water and
writing the owners or the engineer of any changes,
contractor
the any changes, errors, or
material tree from large stones, rock fragments,
be rated to withstand the applied pressure.
errors or omissions found on these plans or in the
engineer of
found on these or in the field
roots or sod. Compact this backfill thoroughly,
SIEVE SIZE % PASSING
Solvent -weld fittings are not acceptable. Pipe
field before work is started or resumed.
omissions plans
taking care not to disturb the pipe. For the
shall meet or exceed AWWA, C -900, DR18.
K.
New Water Line construction: Contractor to
before work is started or resumes.
remaining trench depth, backfill with earth or
1" - 1/z" 100
B.
Ductile Iron Pipe: Ductile iron pipe shall meet
record dimension of each water stub and valves
C. Where active utilities are encountered but not
material containing stones or rocks not
1" 80 -100
AWWA C -150 and C -151 Specifications.
from nearest fire hydrant measured along water
shown on the drawings, the Engineer shall be
granular
larger than 4 inches. Backfill under walks,
3" - 4" 79 -90
C.
Copper Tubing: Shall be seamless, annealed
main, The locations of hydrants and water valves,
advised before work is continued,
areas, driveways and streets shall be
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!/2 " 55 -80
copper tubing complying with Federal
along with any other construction changes are to
D. Inactive and abandoned utilities encountered
be
parking
P 6'
material only - thoroughly compacted
#4 35 -60
Specification WW -T799. Fittings shall be
be incorporated on the original construction
in excavating and grading operations shall
granular
by approved methods. Trenches parallel to and
#8 25 -50
wrought copper or cast bronze with solder joints.
drawings and "Record Drawing" prints shall be
reported to the Engineer. They shall be
within 10 feet of paved roadways shall also be
#30 12 -30
Solder shall be of a composition recommended by
submitted to the water utility as soon after
removed, plugged or capped as directed by
constructed with compacted granular material.
#200 5 -10
the manufacturer of the fittings.
completion of construction as possible.
the Engineer.
JACK'S TOOL RENTAL SITE
410 West Carmel Drive
Carmel, Indiana
IT I IBe,
''U���
�.,ISTO,
• 4� •%
O:' 1.
No.
z 19900113
i
: STATE OF .•
0
����ir�SS I I A?i;' •�� N
ZONAL
1111111 �
July 15th, 2003
Approved By. D. Scott Bordenet
Dra wn By TJW
Date of Last Field Work:
Construction
Specifications
Benchmark Surveying, Inc.
9855 Crosspoint Blvd., Suite 110
Indianapolis, IN 46256
Pb. 317- 841 -1506 Fax 317 - 841 -1507
benchmarkls. com
Project Description:
Specifications this sheet present minimum
requirements for specifications not stated
elsewhere on the plans.
Owner /Developer:
TOOL RENTAL INC
CARMEL, IN
317-691- 7278
Rev#
Date
Remarks
1
7115103
Added Sanitary Specs.
Project 3 -248
[Jack's Tool Rental]
Sheet No. :
12 of 12