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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2007_EP-07-301 thru EP-07-400_ - EP-07-349
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2007_EP-07-301 thru EP-07-400_ - EP-07-349
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Last modified
6/15/2021 10:47:06 AM
Creation date
12/30/2015 9:55:27 AM
Metadata
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Permits_Development
DocName
EP-07-349
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2007\EP-07-301 thru EP-07-400
Year2
2007
Supplemental fields
Applicant
ZABIH ZACA
Contracts
CrossReference
Date Entered
11/16/2007
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
FROM CHRISMAN RD. ALONG THE S/S OF 11th ST.
Primary Parcel
Type (2)
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Permits_Development
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and/or type during the repair period, and shall be responsible for the removal, <br /> handling, repair or replacement, and reinstallation of the part (or parts) until such <br /> time as the traffic signal equipment is functioning as specified and as intended <br /> herein, the repair period shall in no event exceed 8 hours, including acquisition of <br /> parts. <br /> E. The one-year guarantee on the repaired or replaced parts shall again commence <br /> with the date of reassembly of the system. <br /> 1.04 INTERRUPTION OF EXISTING UTILITIES <br /> A. The Contractor shall bear the cost of any utility interruption, temporary relocation, <br /> modification, or other modifications as needed to remove and restore any traffic <br /> signal component. <br /> 1.05 MEASUREMENT AND PAYMENT <br /> No measurement will be made. Full compensation for conforming to these requirements, <br /> including all the labor, materials, tools, equipment, incidentals and for doing all the work <br /> involved in this section necessary for completion of the work, as shown on the Contract Plans, <br /> as specified in the Standard Specifications, these special provisions and as directed by the <br /> Engineer, shall be considered as included in the prices paid for the various contract items of <br /> work involved and no additional compensation will be allowed. <br /> PART 2 - PRODUCTS <br /> 2.01 CONDUIT <br /> A. Conduit shall be rigid galvanized metal. <br /> B. When a standard coupling cannot be used for coupling metal-type conduit, a UL <br /> listed threaded union coupling, as specified in the third paragraph in <br /> Section 86-2.05C, "Installation," of the State Standard Specifications. <br /> C. Insulated bonding bushings will be required on metal conduit. All conduit shall be <br /> grounded together in all pull boxes and cabinets by means of a grounding <br /> jumper. <br /> D. Conduit to be installed under pavement shall be installed by bore and jacking, <br /> directional drilling, or other approved methods which do not damage pavement. <br /> E. After conductors have been installed, the ends of conduits terminating in pull <br /> boxes, and in service and controller cabinets shall be sealed with an approved <br /> type of sealing compound. <br /> 2.02 PULL BOXES AND HANDHOLES <br /> A. Pull boxes shall be pre-cast reinforced concrete with "Traffic Signal" or "Service" <br /> stamped on lids. Handholes shall be Type A. <br /> July 2007 Division III-168 NEI Phase II Water and Sewer <br /> CIP Nos. 7468, 7589, 7590 <br />
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