Utility Relocation Guidelines for Public Construction Projects - Revision history

Irina Idelson at 21:31, 20 November 2019

2019-11-20T21:31:58Z

← Older revision		Revision as of 15:31, 20 November 2019
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	::b) Underground utilities should be minimum 7’ horizontal distance from the edge of the bridge abutment to the utility.		::b) Underground utilities should be minimum 7’ horizontal distance from the edge of the bridge abutment to the utility.
	::c) Underground utilities should be 3’ below the Rip Rap toe ditch subgrade to the top of 1.0’ concrete cap.		::c) Underground utilities should be 3’ below the Rip Rap toe ditch subgrade to the top of 1.0’ concrete cap.

	~~[[Phase II - Preliminary Design#Task No. 7 - Schedule First Utility Meeting\|'''Return to Phase II , Task No.7''']]~~

Irina Idelson at 21:51, 6 November 2019

2019-11-06T21:51:46Z

← Older revision		Revision as of 15:51, 6 November 2019
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	::c) Underground utilities should be 3’ below the Rip Rap toe ditch subgrade to the top of 1.0’ concrete cap.		::c) Underground utilities should be 3’ below the Rip Rap toe ditch subgrade to the top of 1.0’ concrete cap.

	[[Phase II - Preliminary Design#Task No.7 - Schedule First Utility Meeting\|'''Return to Phase II , Task No.7''']]		[[Phase II - Preliminary Design#Task No. 7 - Schedule First Utility Meeting\|'''Return to Phase II , Task No.7''']]

Irina Idelson at 21:50, 6 November 2019

2019-11-06T21:50:28Z

← Older revision		Revision as of 15:50, 6 November 2019
Line 35:		Line 35:
	::c) Underground utilities should be 3’ below the Rip Rap toe ditch subgrade to the top of 1.0’ concrete cap.		::c) Underground utilities should be 3’ below the Rip Rap toe ditch subgrade to the top of 1.0’ concrete cap.

	[[Phase II - Preliminary Design\|'''Return to Phase II ~~- Preliminary Design~~''']]		[[Phase II - Preliminary Design#Task No.7 - Schedule First Utility Meeting\|'''Return to Phase II , Task No.7''']]

Irina Idelson at 21:47, 6 November 2019

2019-11-06T21:47:11Z

← Older revision		Revision as of 15:47, 6 November 2019
Line 34:		Line 34:
	::b) Underground utilities should be minimum 7’ horizontal distance from the edge of the bridge abutment to the utility.		::b) Underground utilities should be minimum 7’ horizontal distance from the edge of the bridge abutment to the utility.
	::c) Underground utilities should be 3’ below the Rip Rap toe ditch subgrade to the top of 1.0’ concrete cap.		::c) Underground utilities should be 3’ below the Rip Rap toe ditch subgrade to the top of 1.0’ concrete cap.

			[[Phase II - Preliminary Design\|'''Return to Phase II - Preliminary Design''']]

Irina Idelson: Irina Idelson moved page Utility Relocation Guidelines to Utility Relocation Guidelines for Public Construction Projects

2019-11-06T21:42:40Z

Irina Idelson moved page Utility Relocation Guidelines to Utility Relocation Guidelines for Public Construction Projects

← Older revision	Revision as of 15:42, 6 November 2019
(No difference)

Irina Idelson at 21:41, 6 November 2019

2019-11-06T21:41:07Z

← Older revision		Revision as of 15:41, 6 November 2019
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	~~== City of Overland Park~~
	~~Utility Relocation Guidelines for Public Construction Projects ==~~

Irina Idelson at 21:31, 6 November 2019

2019-11-06T21:31:07Z

← Older revision		Revision as of 15:31, 6 November 2019
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	===City of Overland Park		== City of Overland Park
	Utility Relocation Guidelines for Public Construction Projects ===		Utility Relocation Guidelines for Public Construction Projects ==

Irina Idelson: Created page with " ===City of Overland Park Utility Relocation Guidelines for Public Construction Projects === '''These guidelines are to be considered in all relocation planning. The utility..."

2019-11-06T21:28:54Z

Created page with " ===City of Overland Park Utility Relocation Guidelines for Public Construction Projects === '''These guidelines are to be considered in all relocation planning. The utility..."

New page

===City of Overland Park
Utility Relocation Guidelines for Public Construction Projects ===

'''These guidelines are to be considered in all relocation planning. The utility should notify the City project manager in instances when these clearances cannot be accomplished'''.

: '''1.''' Utilities Crossing Roadway
::a) Minimum 4.5’ below the top of proposed curb to the top of pipe.
::b) Minimum 4.0’ below finish top of asphalt at the edge of roadway.

: '''2.''' Utilities crossing storm sewers
::a) Minimum 2.0’ from the flow line to the top of the utility.
::b) Clear zone of 5’ each side of the pipe, measured perpendicular to the centerline of the storm sewer pipe.

: '''3.''' Utilities parallel to the storm sewers within 5’ horizontal distance of the storm sewer should be a minimum 2.0’ below the flow line of the storm sewer.

: '''4.''' Utilities less than 5’ horizontal distance from the outside of a storm sewer structure should be a minimum 3.0’ below the flow line out.

: '''5.''' Utilities under Reinforced Concrete Box culverts.
::a) Minimum 2.0’ below the bottom of the box.
::b) Minimum 15’ clear at the above depth each side of the RCB.
::c) Provide additional room as designated by the Engineer for the side where the temporary channel is to be located during RCB construction.

: '''6.''' Traffic Signal Poles – Underground utilities should clear by at least 7.0’.

: '''7.''' Street Light Poles – Underground utilities should clear by at least 6.0’.

: '''8.''' Creek Crossings - Minimum 2.0’ below Rip Rap sub grade to top of 1.0’ concrete cap. See bridges for major crossings.

: '''9.''' Utilities in cut slopes, shoulders, or ditches should be minimum of 3.0’ below finish grade.

:'''10.''' Sidewalk retaining walls – Minimum 2.0’ below the toe of the sidewalk retaining wall.

: '''11.''' Bridges
::a) Overhead utilities should be minimum 15’ horizontal distance from the edge of the bridge abutment to the conductor.
::b) Underground utilities should be minimum 7’ horizontal distance from the edge of the bridge abutment to the utility.
::c) Underground utilities should be 3’ below the Rip Rap toe ditch subgrade to the top of 1.0’ concrete cap.