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PROPOSED
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Sanitary Sewer Main
Sanitary Sewer Lateral
Sanitary Sewer Manhole
The location of the utility lines shown on this plan are approximate. The Contractor shall
Sanitary Sewer Cleanout
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Storm Sewer
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Inlet
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End Section
B.G.— Gas Line
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Gas Meter
support and maintenance during construction (in cooperation with the applicable utility) is
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H2O — Water Main i Service
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Water Meter
preparation of the bid. The Contractor shall notify the Engineer of any changes, errors or
Fire Hydrant
BE— Electric
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Transformer
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Telephone
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Telephone Pedestal
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Spot Elevation
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Add SW to mm on to U.S.G.S. DeUun
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Elevation
company's rules, regulations, and procedures in order to obtain their approval for service.
Top of Curb --
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Bottom of Curb —
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Top of Casting
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Surface Drainage Flow
prior to starting construction. The Contractor shall be responsible to comply with the
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Granular Backfill
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Indiana (as Comoanv_
Jim Scott
P.O.B:)x 1700
16000 Allisionville Road
Noblesvile, IN 46060
776 -5551
Ameritech
Bart Bretsch
5858 N. College Ave
Indpls., IN 46220
252_ -4265
Indianapolis Water Co., Inc.
Stan Graves
Phil Allgood
P.O. Box 1220
1220 Waterway Blvd.
Indpls., IN 462.06
263 -6446
Clay Township Regional
Waste District
Marvin Pike
P.O. Box 40638
Indpls.,IN 46240
844 -9200
Indianapolis Power 8 Light Co.
Kevin Walker
P.O. Box 1595
Indpls., IN 46206
261 -5265
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1441 S. (;uilford Ave.
Carrriei IN 46011
846 1'8:1",
Hamilton County Soil and
Water Cor,seriation District
Jonn South
925 !- ;ivision St.
Noblesville, IN 46060
/73 1406
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GENERAL NOTES
1.
The location of the utility lines shown on this plan are approximate. The Contractor shall
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contact the Indiana Underground Plant Protection Service, Inc. 1 -800- 382 -5544, and all
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other utility companies to locate all mains, conduits, service lines, etc. in the construction
affected area. The location and protection of the existing utility structures and facilities, their
support and maintenance during construction (in cooperation with the applicable utility) is
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the express responsibility of the Contractor in the performance of the Contract and in the
preparation of the bid. The Contractor shall notify the Engineer of any changes, errors or
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omissions found on these plans or in the field before work is started or resumed.
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2.
It shall be the Contractor's responsibility to maintain quality control throughout the project',
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failure to do so may result in removal and replacement of the defective work.
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3.
It is the responsibility of the Contractor to notify and coordinate all construction with the
respective utility companies. The contractor shall conform to the appropriate utility
company's rules, regulations, and procedures in order to obtain their approval for service.
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4.
The Contractor shall coordinate and confirm with the Owner that all permits and approvals
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are obtained from the respective private. City, County, State and other appmonate agencies
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prior to starting construction. The Contractor shall be responsible to comply with the
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conditions set forth within each permit.
5.
These plans were prepared without the benefit of any soil boring information if any yielding
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or "soft" soil conditions are encountered the contractor shall notify the Owner and the
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Engineer immediately.
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6.
Where two proposed elevations appear together on the plans the top number shall
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designate the top of curb the bottom number shall designate the bottom of the curb at the
edge of the pavement.
7.
Contractor shall control mud accumulation on all streets surrounding Proloct ;y installing a
temporary stone drive at all locations where construction traffic leaves the site Dust shall
be keplto a minimum by utilizing water sprinkling, Calcium Chloride, vegetative cover, spray
on adtreives or other approved methods. Any dirt that gets on surrounding roads by
constnr;ion traffic shall be removed by Contractor.
8.
The location of the utility services shown to serve the building on this plan are approximate.
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Refer to the Architectural Plans for the exact locations for all utility services, meter locations
and otter related items into the building.
9.
A sanitary sewer cleanout shown on this plan shall be located within three ;13') of the outside
of the b. ±ilding. All cleanout covers located within paved surfaces snail be heavy duty.
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10.
All points of connection of the proposed sanitary and storm sewers to existing structures
must be verified from an acceptable benchmark and reference point vertically and
horizontally at the earliest opportunity before constructing. Any conflict between the plans
and the data gathered must be reported to the Engineer immediately.
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11.
Refer to the Site Plan for horizontal and dimensional information.
12.
Refer to the Erosion Control Plan for erosion control measures.
13.
Refer to the Details for additional information.
14.
Refer tothe Specifications for additional information.
Dept, of Community Hamiton County Surveyors Office Hamilton County Highway Dept.
Development Kent Ward Jose Kreutz
Dave Cunningham One Hamilton Co. Sq., Ste. 146 1717 Pleasant. St.
One Civic Sq. Noblesville, IN 46060 Noblesville, IN 46060
Carmel, IN 46032 776- 8495 773 1770
571 -?444
Indiana (as Comoanv_
Jim Scott
P.O.B:)x 1700
16000 Allisionville Road
Noblesvile, IN 46060
776 -5551
Ameritech
Bart Bretsch
5858 N. College Ave
Indpls., IN 46220
252_ -4265
Indianapolis Water Co., Inc.
Stan Graves
Phil Allgood
P.O. Box 1220
1220 Waterway Blvd.
Indpls., IN 462.06
263 -6446
Clay Township Regional
Waste District
Marvin Pike
P.O. Box 40638
Indpls.,IN 46240
844 -9200
Indianapolis Power 8 Light Co.
Kevin Walker
P.O. Box 1595
Indpls., IN 46206
261 -5265
r al
1441 S. (;uilford Ave.
Carrriei IN 46011
846 1'8:1",
Hamilton County Soil and
Water Cor,seriation District
Jonn South
925 !- ;ivision St.
Noblesville, IN 46060
/73 1406
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