Forms



Right of Way Opening Permit

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VILLAGE OF CRETE
PUBLIC WORKS
1201 DOUGLAS LANE ∙ CRETE, ILLINOIS 60417
(708) 672-7100 ∙ FAX: (708) 672-5718
www.villageofcrete.org


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Location in Feet from Lot Line:

CONTACT THE PUBLIC WORKS DEPARTMENT AT (708) 672-7100 PRIOR TO BEGINNING WORK AND FOR INSPECTION BEFORE BACK-FILLING.

GENERAL NOTES:
All construction shall conform to the Illinois Society of Professional Engineers "Standard Specifications for water and sewer main construction in Illions" in its latest edition and the Illinois Department of Transportation "Standard Specifications for Road and Bridge Construction" in its latest edition.

Band Seal of similar flexible type couplings shall be used in connection of sewer pipe of dissimilar materials.

When connecting to an existing sewer main by means other than an existing Wye, Tee, or an existing manhole, one of the following shall be used:

1. Circular saw-cut of sewer main by proper tools ("Sewer tap" machine or similar) and proper installation of Hub-Wye saddle or Hub Tee saddle.
2. Remove an entire section of pipe (breaking only the top of one bell) and replace with a Wye or Tee branch section.
3. With pipe cutter, neatly and accurately cut out desired length of pipe for insertion of proper fitting, using "band seal" or similar couplings to hold it firmly in place.

PAVEMENT REMOVAL
Pavement removal shall consist of removal of all existing asphalt pavement, base course, sidewalk, all driveway aprons and chips and seal pavements necessary to construct the proposed improvements.

Granular trench backfill, per Article 209 of the Illinois Department of Transportation Standard Specifications for Road & Bridge Construction, shall be installed and compacted wherever a sewer or watermain cross existing or proposed pavement and shall extend 5' beyond curb, pavement or sidewalk or where required by the Village Engineer. The backfill gradation shall be CA-6. At no time shall excavations within public right-of-way be left open over night.

All existing pavement (curb, pavement, sidewalk, etc.) that is removed and/or damaged due to the proposed excavation shall be saw cut and replaced to match the existing material type and depth. The patching shall be completed within 45 days of the start of excavation with the public right-of-way.

COMPACTION NOTE
All cohesive structural fills should be placed in layers (8" maximum loose thickness) compacted to a minimum 95% of maximum dry density per ASTM D-1557 or equivalent. All granular structural fills should be placed at a minimum 85% of relative density per ASTM D-2049 or equivalent.

At the end of each construction day all roads shall be cleaned of mud and opened for traffic. The contractor is responsible for all barricades and fence as necessary. Below contractor agrees to indemnify and defend the Village for costs, attorney fees, and damages in all actions arising from this work.

The contractor shall notify all utility companies for field locations of their facilities prior to construction. The contractor shall be responsible for maintenance and preservation of these facilities. Call J.U.L.I.E (800) 892-0123.

The Village of Crete (708-672-5431) and Tech 3 Consulting Group, Inc. (708-672-4994), shall be notified 2 working days prior to commencing of construction.

The contractor shall construct a 4" temporary patch within 24 hours of completing the sewer or water connection. The contractor shall be responsible for maintaining the patch until final binder & surface are installed.





Please return application to:

Village of Crete
524 W. Exchange Street
Crete, IL 60417
 
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