TECHNICAL PROCEDURE TABLE OF CONTENTS

Similar documents
Applying for a Kinder Morgan Cochin Canada / UTOPIA Canada Proximity & Crossing Permit. Design and Construction Guidelines

BILL AS INTRODUCED H Page 1 of 8. Subject: Utilities; underground; damage prevention system; hot water and

ANCHORAGE MUNICIPAL LIGHT & POWER ENGINEERING DIVISION

SECTION CS-2. TRENCH EXCAVATION CONSTRUCTION STANDARDS

DIGGING SAFELY. Damage Prevention is a Shared Responsibility. Steve Cleaver Senior Investigator Dig-in Reduction Team (DiRT)

SECTION MAINTENANCE OF EXISTING CONDITIONS

SECTION PROTECTION AND RESTORATION OF EXISTING FACILITIES

SPECIAL SPECIFICATION 6666 Charter Communications System

APPLICATION FOR RIGHT OF WAY PERMIT

SECTION IV. PIPELINE EXCAVATION AND BACKFILL

4-0 Excavation Best Practices

EXCAVATION WORK IN PUBLIC RIGHT-OF-WAY GENERAL NOTES

1. All underground utilities under railroad tracks shall be encased in a larger pipe or conduit called the casing pipe.

SECTION GS10300 UNDERGROUND TRENCHING AND EXCAVATION CONSIDERATIONS

SPECIAL SPECIFICATION 6664 Level (3) Communications System

SPECIAL SPECIFICATION 6658 Time Warner Communications System

Construction Requirements for Installation of Utilities in the Public Right-of-way of McPherson County, Kansas October 2011

Underground Utility Damage Prevention Guidelines for Contractors

CITY OF WILSON. Public Services Engineering. Backfilling, Compaction, & Patching Policy on Existing Pavements

DIG SAFELY NEW YORK OVERVIEW

7. EXCAVATION IN PUBLIC STREETS The E-Permit & U-Permit

It is the CONTRACTORS RESPONSIBILITY to use OSHA approved shoring

PUBLIC WORKS DEPARTMENT GENERAL NOTES

TECHNICAL NOTE HDPE Pipe and Utility Crossings

B. Subsurface data is available from the Owner. Contractor is urged to carefully analyze the site conditions.

Oklahoma Underground Facilities Damage Prevention Act

Excavations and Blind Penetrations into Walls & Floors

SECTION 13 - EXISTING FACILITIES TABLE OF CONTENTS

SECTION A1 EXCAVATION AND BACKFILL GENERAL

CITY OF SAFETY HARBOR 750 MAIN STREET, SAFETY HARBOR, FLORIDA PHONE: 727/ FAX: 727/

GRAYSON COUNTY POLICY, PROCEDURES AND SPECIFICATIONS OF GRAYSON COUNTY, TEXAS FOR THE INSTALLATION OF DRIVEWAY

ROAD CUT PERMIT APPLICATION & INSTRUCTIONS

MISSISSIPPI CODE of *** Current through the 2015 Regular Session ***

API & AOPL Provisions of a Model State One Call Law

Customer Requirements Conduit Installations, High Voltage

SECTION TRENCHING

CITY OF LA QUINTA GENERAL NOTES GENERAL NOTES

APPLICATION FOR PIPE OR WIRE OCCUPANCY

SECTION EARTHWORK; EXCAVATION, FILLING AND GRADING. A. Excavating soil and other material for surface improvements.

CHAPTER 3 EXCAVATIONS

APPENDIX B STANDARD CONSTRUCTION DRAWING NOTES

CITY OF ELIZABETHTON Building Department Excavations and Cuts Permit Application

Oklahoma Underground Damage Prevention Act

Job Order Sewer Repair Services

Public Works and Utilities Department RIGHT-OF-WAY USE PERMIT APPLICATION

SPECIFICATIONS - DETAILED PROVISIONS Section Site Grading C O N T E N T S

PERMITTING AND CONSTRUCTION MANUAL

SECTION STORM DRAINAGE UTILITIES. B. Section : Site Restoration and Rehabilitation

B. Base Course: Aggregate layer placed between the subbase course and hot-mix asphalt paving.

COUNTY OF CHIPPEWA APPLICATION FOR UTILITY PERMIT on COUNTY HIGHWAY RIGHT OF WAY

Thank you for your interest in natural gas. We appreciate the opportunity to serve you.

Veriforce TG CCT 607OP. Training Guide

2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition.

Basic Service. This Section provides information regarding a. Introduction

STANDARDS FOR RIGHT-OF-WAY EASEMENT CONSTRUCTION

CONSOLIDATED EDISON COMPANY OF NEW YORK, INC. 4 IRVING PLACE NEW YORK, NY DISTRIBUTION ENGINEERING TOOLS AND STRUCTURES

APPENDIX A MEASUREMENT AND PAYMENT

SECTION 8 SEPARATION OF LINES

APWA Uniform Color Code

San Antonio Water System Standard Specifications for Construction ITEM NO SANITARY SEWER LATERAL STUB OUTS OR RECONNECTIONS

If a new residence s electrical service is not located within 200 feet of existing

III. TECHNICAL SPECIFICATIONS DIVISION 56 BORED PIPE

SECTION STORM DRAIN REHABILITATION. 1. Protection of environment; Section O Trench excavation, backfill, and compaction; Section

Contractor Policy Manual

GUIDANCE MEMO NO : GUIDANCE CRITERIA FOR THE SEPARATION OF WATER MAINS AND NON-POTABLE PIPELINES

SECTION MEASUREMENT AND PAYMENT

GENERAL NOTES REQUIRED NOTES ON ALL PLANS

Underground Service Requirements and Instructions

Response: The due date for receipt of proposals has been extended. Please see Amendment

UNIVERSITY OF MISSOURI Hydronic Energy Distribution 2016 Q1

2013 ANNUAL AIRFIELD PAVEMENT REHABILITATION CONTRACT NO ADDENDUM NUMBER TWO. Scope of this Addendum

General Rules and Regulations

SECTION STORM SEWER COLLECTION SYSTEM

Partner Update MITA. Doug Needham, P.E. Michigan Infrastructure & Transportation Association Vice President of Industry Relations

COUNTY OF LAC QUI PARLE APPLICATION FOR UTILITY PERMIT on COUNTY HIGHWAY RIGHT OF WAY

SS 576 : 2012 KEY REQUIREMENTS AND APPLICABLE LEGISLATION. Presented by : Er Joseph Michael

COUNTY OF SUTTER ENCROACHMENT PERMIT

SECTION EXCAVATING, BACKFILLING, AND COMPACTION FOR UTILITIES

Special Provisions for Pavement Open Cuts

Contact Clark Public Utilities Construction Services department at (360) to initiate a request for service.

CURRENT NORTH LAS VEGAS ADDENDA

SWIMMING POOL PERMIT AND INSPECTION REQUIREMENTS

Information Brochure. Requirements for working in the vicinity of TransGrid Underground Cables

CITY OF GARDEN PLAIN, KANSAS STANDARDS AND SPECIFICATIONS FOR GAS YARD LINES & METER SETS

PART II - SURVEYING AND GRADING CRITERIA

Uniform Color Code and Marking Guidelines

SECTION 503 TEMPORARY PAVEMENT RESTORATION

SECTION TEMPORARY SEWER BYPASS PUMPING

Missouri State Law Underground Facility Safety and Damage Prevention RSMO Chapter to

Division II Contractors

1 HB By Representative Greer. 4 RFD: Transportation, Utilities and Infrastructure. 5 First Read: 03-MAR-15. Page 0

Section 2: Underground

1 Introduction. 2 Office Locations/Map. 3 General Requirements. 4 Structures and Planting. 5 Equipment Crossings. 6 Excavations. 7 Utility Crossings

Maintaining a Walkable Sacramento: SIDEWALK MAINTENANCE PROGRAM HANDBOOK

ASPHALT CONCRETE COLD PLANING THROUGH DECEMBER 2017

This section includes materials and installation of ductile-iron pipe and fittings for potable and recycled water systems.

This document contains GUIDELINES ONLY to assist members of the industry in interpreting:

TS 803 DUCTS DUCT INSTALLATION, PROTECTION AND MARKING WITHIN A TRENCH OPEN TRENCH DUCT INSTALLATION PROFILE

APPLICANT any person who makes application for a permit. BOROUGH Borough of Elizabethtown, Lancaster County, Pennsylvania.

SECTION ROCK REMOVAL

Transcription:

TECHNICAL PROCEDURE No. Page DATE: 07/3/5 CATEGORY UNDERGROUND STRUCTURES SUBJECT OF SMUD s UNDERGROUND TRANSMISSION TABLE OF CONTENTS PURPOSE... 2 2 REFERENCES... 2 3 MINIMUM REQUIREMENTS... 2 4 RELATED CALIFORNIA GOVERNMENT CODES... 4

page 2 PURPOSE This document is intended to be a guide for use by third parties who plan on performing excavation activities within 0 feet of SMUD 5kV and 230kV underground transmission lines. These underground transmission lines, belonging to SMUD are identified as High Priority Subsurface Installations and are covered under California Government Codes. 2 REFERENCES California Government Code Section 426 California Senate Bill 359 USA North s Excavation Manual 3 MINIMUM REQUIREMENTS 3. The Contractor shall provide SMUD with a schedule of work (with dates and times) for any excavation within ten feet of the transmission line(s). 3. 2 ALL work within ten (0) feet of the underground transmission line(s) shall be in the presence of a SMUD Inspector (or a SMUD Qualified Electrical Worker) prior to the start of work. A 72-hour advance notice is required. Please contact SMUD Inspection Services at (96)732-5905 to schedule for inspections. 3. 3 It is the Contractor s responsibility to plan and execute its work such that SMUD facilities are not damaged in any way. Any damage to SMUD facilities shall be repaired at the Contractor s sole expense (see California code 426.7, page 5 this specification). This includes all SMUD expenses necessary to repair its facilities including emergency repairs, environmental cleanup, asbestos and lead abatement, etc... 3. 4 SMUD will provide the approximate location of the transmission line(s) before excavation begins. The Contractor shall determine the exact location of the SMUD line(s) every 25 feet when its work (excavation, drilling or boring) is within ten (0) feet of the approximate location(s), the Contractor shall use hand tools to determine the exact location of SMUD line(s). 3. 5 When excavating within three (3) feet of the exact location of any SMUD transmission line, the contractor shall hand expose and protect the SMUD line prior to using power equipment. Hand-power tools may be used to remove street asphalt IF approved in advance by the SMUD Engineer.

page 3 3. 6 All SMUD direct buried pipes have a lead paint coating, in addition to a somastic coating which contains asbestos. THESE COATINGS SHALL NOT BE DISTURBED. 3. 7 The bottom surface of a SMUD transmission line shall be hand exposed and protected prior to any excavation, drilling or boring under a SMUD line. 3. 8 All shoring shall maintain soil pressure when in place. Shoring shall be placed six (6) to twelve (2) inches beyond vertical faces, and above the top horizontal face of exposed concrete encasements. Additional safeguards maybe required for direct buried lines and will be determined on a case-bycase basis. 3. 9 Excavation under concrete encasements or transmission pipes shall be minimized to limit the unsupported length of the encasement or pipe. (See Requirement # 3.3 for backfill requirements.) Shoring of the encasement or pipe may be required depending upon the extent of the work. SMUD may require the Contractor to submit a shoring plan stamped by a California licensed Civil Engineer prior to start of work. Shoring plan submittals will be determined by SMUD on a case-by-case basis. 3. 0 Twelve (2) inches of clearance shall be maintained from SMUD duct banks or direct buried pipes to any installed facilities for all crossings of SMUD facilities. Three (3) feet of clearance shall be maintained from SMUD duct banks or direct buried pipes for all installed facilities running parallel to SMUD facilities. 3. Joints for wet utilities, conduits, etc..., will be at least three (3) feet from the vertical edge of the duct bank or direct buried pipes. 3. 2 Trench plates shall not create a slipping or tripping hazard and shall extend two (2) feet minimum beyond the edge of excavation. Plates shall be pinned and cutback placed per City of Sacramento / County of Sacramento requirements. 3. 3 Backfill within three (3) feet of the vertical edge of the duct bank or direct buried pipes, above the direct buried pipes, and any void created as a result of tunneling under a SMUD facility shall be 2 sacks of cement per cubic yard. Any warning tape that is removed shall be replaced in kind. NO mechanical compaction equipment shall be allowed in this area. Changes to this requirement to meet County or City requirements must be approved by the SMUD Civil Engineer. 3. 4 Additional safeguards to protect the transmission line(s) may be required if warranted by site conditions. SMUD inspector will notify the contractor s site supervisor immediately if additional safeguards are required.

page 4 3. 5 In addition to the above, the customer and/or their representatives or contractors SHALL NOT ENTER any vault, manhole, or other SMUD facility except in the presence of a SMUD qualified electrical worker. Please see requirements # 3.2 for SMUD contact Information. 4 RELATED CALIFORNIA GOVERNMENT CODES Disclaimer; the information provided in this section is intended to be for convenience. It is the responsibility of the user of this document to ensure that they are using the latest revision of the California codes as they may have changed since the adoption of this document. 426 (e) "High priority subsurface installation" means high-pressure natural gas pipelines with normal operating pressures greater than 45 kpa gauge (60 psig), petroleum pipelines, pressurized sewage pipelines, high voltage electric supply lines, conductors, or cables that have a potential to ground of greater than or equal to 60 kv [03.9 kv phaseto-phase], or hazardous materials pipelines that are potentially hazardous to workers or the public if damaged. 426 (h) "Operator" means any person, corporation, partnership, business trust, public agency, or other entity that owns, operates, or maintains a subsurface installation. 426 (i) "Qualified person" means a person who completes a training program in accordance with the requirements of Title 8, California Code of Regulations, Section 509, Injury Prevention Program, that meets the minimum training guidelines and practices of Common Ground Alliance current Best Practices. 426 (l) "Subsurface installation" means any underground pipeline, conduit, duct, wire, or other structure, except nonpressurized sewer lines, nonpressurized storm drains, or other nonpressurized drain lines. 426.2 (a2) When the excavation is proposed within 0 feet of a high priority subsurface installation, the operator of the high priority subsurface installation shall notify the excavator of the existence of the high priority subsurface installation prior to the legal excavation start date and time. The excavator and operator or its representative shall conduct an onsite meeting at a mutually-agreed-on time to determine actions or activities required to verify the location of the high priority subsurface installations prior to start time. 426.3 (a4) Operators of high priority subsurface installations shall maintain and preserve all plans and records for its subsurface installations. 426.4 (a) When the excavation is within the approximate location of subsurface installation, the excavator shall determine the exact location of

page 5 subsurface installations in conflict with the excavation by excavating with hand tools within the area of the approximate location of subsurface installations as provided by the operators in accordance with Section 426.3 before using any power-operated or powerdriven excavating or boring equipment within the approximate location of the subsurface installation, except that power-operated or power-driven excavating or boring equipment may be used for the removal of any existing pavement if there are no subsurface installations contained in the pavement. If documented notice of the intent to use vacuum excavation devices, or power-operated or power-driven excavating or boring equipment, has been provided to the subsurface installation operator or operators and it is mutually agreeable with the operator or operators and the excavator, the excavator may utilize vacuum excavation devices, or power-operated or power-driven excavating or boring equipment within the approximate location of a subsurface installation and to any depth. 426.4 (c) An excavator discovering or causing damage to a subsurface installation, including all breaks, leaks, nicks, dents, gouges, grooves, or other damage to subsurface installation lines, conduits, coatings, or cathodic protection, shall immediately notify the subsurface installation operator. The excavator may contact the regional notification center to obtain the contact information of the subsurface installation operator. If high priority subsurface installations are damaged and the operator cannot be contacted, the excavator shall call 9 emergency services. 426.6 (a) Any operator or excavator who negligently violates this article is subject to a civil penalty in an amount not to exceed ten thousand dollars ($0,000). 426.6 (a2) Any operator or excavator who knowingly and willfully violates any of the provisions of this article is subject to a civil penalty in an amount not to exceed fifty thousand dollars ($50,000). 426.7 (a) If a subsurface installation is damaged by an excavator as a result of failing to comply with Section 426.2 or 426.4, or as a result of failing to comply with the operator s requests to protect the subsurface installation as specified by the operator prior to the start of excavation, the excavator shall be liable to the operator of the subsurface installation for resulting damages, costs, and expenses to the extent the damages, costs, and expenses were proximately caused by the excavator s failure to comply.