Agenda Packet — Redding City Council, July 18, 2023 (part 3 of 5)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Appoint Sharlene Tipton as the City Clerk to fill the unexpired term of former City Clerk, Pamela Mize. This term ends in 2026.

Fiscal Impact
The position of City Clerk receives a stipend of $600 per month in accordance with California State Law. Funding for this position is included in the adopted Biennial Budget.

Alternative Action
The City Council (Council) could choose not to appoint Ms. Tipton and provide alternative direction to staff.

Background/Analysis
The City of Redding’s City Clerk, Pamela Mize, retired effective June 30, 2023. Pursuant to Redding Municipal Code (RMC) section 2.16.020, the City Manager has appointed Sharlene Tipton as the new Administrator - Office of the City Clerk. It is recommended that Ms. Tipton also be appointed as the City Clerk to fill the balance of Ms. Mize’s term.

Ms. Tipton has held the position of Interim Administrator – Office of City Clerk’s Office for the past five months and prior to that has been serving as the Assistant City Clerk since October 2018. With the retirement of Ms. Mize, the City needs to fill the City Clerk position through the remaining term, which ends in 2026. The Council has the ability to make the appointment to fill the position or it could call for a special election. Staff’s recommendation is to appoint Ms.

Tipton.

MEETING DATE: July 18, 2023
ITEM NO. 9.1(a)
FROM:
***APPROVED BY***
[email protected]
[email protected]
SUBJECT: 9.1(a)--Consider appointment of Sharlene Tipton as City Clerk for the City of Redding.

Barry Tippin, City Manager
Packet Pg. 1107
Report to Redding City Council July 13, 2023
Re: 9.1(a)--Appoint Sharlene Tipton as City Clerk Page 2 Environmental Review
This is not a project defined under the California Environmental Quality Act, and no further action is required.

Council Priority/City Manager Goals
• Budget and Financial Management – “Achieve balanced and stable 10-year Financial Plans for all funds.”
• Government of the 21st Century – “Be relevant and proactive to the opportunities and challenges of today’s residents and workforce. Anticipate the future to make better decisions today.”
Packet Pg. 1108

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Accept the report regarding the expected increase to the cost of municipal elections; and consider appointing one or two Council Members to craft a letter to the Shasta County Board of Supervisors regarding the increased costs.

Fiscal Impact
There is no fiscal impact associated with writing a letter to the Shasta County (County) Board of Supervisors.

Alternative Action
City Council (Council) could choose to forego the recommended action and/or provide alternative direction.

Background/Analysis
The County is endeavoring to develop a new voting process using a “hand-count” rather than a machine tally. While the process is yet to be fully developed, it is clear there will be an increase in costs associated with this process. By way of example, the City of Redding’s cost for the November 2022 election was $46,630.38. The County Elections Office has estimated this same election, using a “hand count” process, would cost $176,645. This estimate does not include overhead costs pursuant to Government Code 51350 nor does it include costs associated with a larger facility, recruitment, cameras, tables, supplies, security, set up and tear down for each election, and any other unforeseen cost. Due to this increased cost, the Council may wish to send a letter to the Shasta County Board of Supervisors indicating its concerns.

MEETING DATE: July 18, 2023
ITEM NO. 9.1(b)
FROM:
***APPROVED BY***
[email protected]
[email protected]
SUBJECT: 9.1(b)--Consider appointing one or two members of the Council to craft a letter to the Shasta County Board of Supervisors regarding increased election costs.

Barry Tippin, City Manager
Packet Pg. 1109
Report to Redding City Council July 7, 2023
Re: 9.1(b)--Consider Accepting the Report on Expected Increase in Costs of Elections Page 2 Environmental Review
This is not a project defined under the California Environmental Quality Act, and no further action is required. Once the project is fully defined and prior to construction, the applicable environmental reviews will be completed.

Council Priority/City Manager Goals
• Budget and Financial Management – “Achieve balanced and stable 10-year Financial Plans for all funds.”
• Communication and Transparency – “Improve the quality of communication with the public and City employees to enhance knowledge and increase transparency to improve public trust.”
Packet Pg. 1110

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize the following actions regarding the Redding Electric Utility:
(1) Approve Construction Services Contract with Basin Enterprises for a two-year term in the amount of $11,000,000 for Electric Utility Line Construction Services; and (2) Authorize the City Manager, or designee, to approve project construction change orders up to, and not to exceed, $2,200,000 (20 percent of the contract amount).

Fiscal Impact
This Aging Infrastructure Replacement Project was included in Redding Electric Utility’s (REU) Fiscal Year 2023-25 Biennial Budget in the amount of $15,300,000. The approved capital outlay for using contract line crews in the fiscal year 2023-24 was $5,100,000, and $10,200,000 in the fiscal year 2024-25.

In the five-year plan presented to Council, REU anticipated that this project, including General System Improvements, would be bond-funded. If capital expenses related to this effort are projected to exceed the approved budget, staff will return with additional recommendations related to budgetary adjustments and financing options.

Alternative Action
The Council could reject the request to award the Request for Proposal (RFP) to Basin Enterprises and provide staff with an alternative direction.

Background/Analysis
On August 17, 2021, the Council approved REU’s 2026 Strategic Plan. Goal Two of the Strategic Plan, Replace Aging Distribution System Infrastructure, states:

MEETING DATE: July 18, 2023
ITEM NO. 9.5(c)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 9.5(c)--Consider the Construction Services Contract (Agreement) with Basin Enterprises for electric utility construction services.

Nick Zettel, Director of
Redding Electric Utility
Packet Pg. 1111
Report to Redding City Council July 12, 2023
Re: 9.5(c)--Consider Construction Services Contract (Agreement) with Basin Enterprises for Electric Page 2
With a focus on reliability and completion of an internal aging infrastructure assessment, we identified several distribution system elements that require replacement as part of ongoing routine operations. The projects will center on underground, overhead, and meter system replacement to ensure a solid platform is established for future modernization efforts. Key performance indicators such as total customers and outage minutes are used to gauge the effectiveness of aging asset replacement. Replacement of at-risk elements will reduce outage events while providing customers with a higher degree of reliable service.

REU typically performs all distribution system maintenance with in-house staff. However, REU is facing a large volume of work identified in the Five-Year Capital Improvement Plan. To address this peak work, REU will utilize contract resources to augment the capacity of in-house line crews. REU estimates that to complete the identified work; it will need two contract line crews for the next five years. Due to uncertainty regarding material availability and labor prices in future years, this initial contract and budget are for one crew through June 1, 2025. If staff desires to increase from one to two crews, or extend the contract for the full five-year term, REU will return to the Council with an amended contract and budget resolutions.

On January 17, 2023, the Council approved issuing an RFP for line construction services to perform distribution system maintenance on REU’s infrastructure. On March 3, 2023, an RFP was posted through the City of Redding’s (City) Purchasing Department (Schedule 5361). Nine contractors responded to the RFP by the closing date of April 10, 2023.

Upon receiving the submittals, three subject matter experts conducted independent evaluations of the proposals following the required City Purchasing Policy. Four of the highest-rated respondents were invited to in-person selection interviews on May 10-11, 2023. Upon completion of the interview process, staff determined an independent final ranking of the candidates based on overall value, including but not limited to safety, pricing, and experience.

The final ranking identified Basin Enterprises as the best-qualified respondent to the RFP.

Environmental Review
This activity is not a project as defined under the California Environmental Quality Act, and no further action is required. Approval of the contract will allow each project to proceed through the environmental review phase.

Council Priority/City Manager Goals
• Government of the 21st Century – “Be relevant and proactive to the opportunities and challenges of today’s residents and workforce. Anticipate the future to make better decisions today.”
Attachments
Construction Service Agreement with Basin Enterprises
RFP 5361-Request for Proposals to Provide Utility Line Construction Services Previous Staff Report – January 17, 2023, item no 4.5(a)—Approve Issuance of Request for Previous Staff Report - August 17, 2021, item no. 9.5(c)--Redding Electric Utility's Strategic Previous Staff Report - August 17, 2021, item no. 9.5(d)--Redding Electric Utility's Five-Year Packet Pg. 1112
Packet Pg. 1113
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1114
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1115
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1116
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1117
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1118
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1119
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1120
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1121
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1122
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1123
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1124
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1125
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1126
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1127
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1128
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1129
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1130
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1131
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1132
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1133
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1134
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1135
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1136
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1137
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1138
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1139
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1140
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1141
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1142
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1143
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1144
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1145
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1146
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1147
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1148
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1149
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1150
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1151
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1152
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1153
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1154
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1155
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1156
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1157
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1158
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1159
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1160
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1161
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1162
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1163
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1164
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1165
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1166
Attachment: Construction Service Agreement with Basin Enterprises (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Packet Pg. 1167
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1168
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 1 of 48

REQUEST FOR PROPOSALS
Electric Utility Line Construction Contractor
DUE: 4/10/23
Before 3:00 PM
Deliver to:

City of Redding
Attn:  City Clerk
777 Cypress Avenue
Redding, CA  96001
Packet Pg. 1169 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor   Page 2 of 48

TABLE OF CONTENTS
SECTION Page

1.0 INTRODUCTION 3

2.0 TENTATIVE PROJECT SCHEDULE 3

3.0 GENERAL INSTRUCTIONS 4

4.0 SCOPE OF WORK 7

5.0 PROPOSAL FORMAT REQUIREMENTS 28

6.0 STANDARD CONSULTING AGREEMENT 32

7.0 INSURANCE REQUIREMENTS 32

8.0 SUBMITTAL INSTRUCTIONS 32

9.0 EVALUATION CRITERIA 34

10.0 SELECTION PROCESS 34

ATTACHMENTS
A. CONSTRUCTION SERVICES AGREEMENT
B. FEE PROPOSAL FORMAT WITH ESTIMATED YEARLY QUANTITIES C. CLEARANCE REQUEST FORM (SAMPLE)
D. INSPECTION CRITERIA FOR ACCEPTANCE OF VAULTS, BOXES, AND EQUIPMENT PADS E. SAMPLE CONSTRUCTION STANDARDS
F. SAMPLE CONSTRUCTION PLANS (WORK ORDERS)
G. BOND REQUIREMENTS
H. BOND TEMPLATES
I. CONTRACTOR RESPONSIBILITIES
J. SUBCONTRACTORS FORM
K. REQUEST FOR PROPOSAL GENERAL CONDITIONS
Packet Pg. 1170 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 3 of 48

1.0 INTRODUCTION
The City of Redding (hereinafter the "City") is soliciting proposals for Electric Utility Line Construction Contractor. This will be a competitive negotiation process. Qualified individuals, firms, Contractors, or entities (hereinafter "Contractor(s)"), that meet the requirements outlined in this Request for Proposals (hereinafter "RFP") and are capable of providing the services requested are encouraged to participate. Please carefully review all of the terms and conditions contained herein. Failure to comply with any of the terms and conditions of this request for proposals is grounds for rejecting any proposal at the City's sole discretion.

1.1 BACKGROUND
The City of Redding (City) is a general law city of the State of California, located approximately 160 miles north of Sacramento and has a population of approximately 92,000. The City of Redding Electric Utility (hereinafter the "REU"), a department of the City, is a publicly owned, not‐for‐profit electric utility with approximately 44,900 customers.

REU serves approximately 44,900 residential and commercial customers within the City of Redding, with 800,000 megawatt‐hours of electricity provided annually and a peak load of over 250 megawatts. REU owns and operates its 183 MW gas‐fired Redding Power Plant and a 3.5 MW hydroelectric generating plant, the Whiskeytown Project. REU has approximately 150 MW of additional capacity through various purchased power agreements.

REU has a large and geographically diverse service area and is the distribution service provider for an area of 61 square miles. The distribution system has approximately 746 miles of 12,000‐ volt power lines, approximately 72 miles of 115 kV transmission lines within its service area, and approximately 7,500 transformers.

The City isseeking a Contractorto perform Line Construction Servicesincluding, but not limited to, underground cable replacement, pole replacements of varying complexity, fire mitigation pole top retrofits, and other line work as requested. REU has identified approximately 150 miles of underground cable replacement, over 100 pole replacements, and over 800 Fire Mitigation locations. The successful respondent will need to demonstrate clearly their ability to perform the desired service with qualified staff.

2.0 TENTATIVE SCHEDULE
The following represents the tentative schedule for this RFP. Any changes to the deadline for Final Questions or Proposal Submission Deadline will be advertised in the form of an addendum to this RFP.

Packet Pg. 1171 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 4 of 48 Date Description
3/03/23 Post Solicitation for Request for Proposal (RFP) 3/24/23 Deadline to Submit Written Questions by 5:00 PM, PDT 3/31/23 Addendum Issued, if any
4/10/23 RFP Responses Must be Received by City Clerk before 3:00 PM PDT 4/19/23 Contractor's Responses will be Reviewed by Evaluation Team 4/24/23 to
5/5/23 Interviews/Live demonstrations completed (if needed) 6/6/23 Recommendation of Award to City Council for Successful Contractor 7/10/23 Contract Begins

3.0 GENERAL INSTRUCTIONS
This RFP includes a description of the scope of services, proposal requirements, and instructions for submitting your proposal. Failure to follow these instructions may result in the rejection of your proposal. No oral representations or interpretations will be made to any proposer as to the meaning of this RFP.

Questions or comments regarding this RFP must be submitted in writing to the contact shown below:

Amber Edenburn, Purchasing Officer [email protected] Inquiries should refer to specific RFP sections and paragraphs. The cutoff time for receiving written questions is 5:00 PM PDT, March 24, 2023. Written responses to an inquiry will be distributed to all known participants by way of a formal addendum at the sole discretion of the City. It is the sole responsibility of the proposer to ensure they are in receipt of any and all addenda. In the event that it becomes necessary to revise any part of this RFP, written addenda will be issued. Any amendment to this RFP is valid only if it is in writing and issued by the City Packet Pg. 1172 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 5 of 48 department issuing the RFP. No oral interpretations or answers shall bind the City unless confirmed by the City in writing. Addenda will also be posted to www.CityofRedding.org/PurchasingBids.

Proposals received incomplete or late for any reason shall not be reviewed. The City has the right to waive minor irregularities in any proposal received.

Do not contact other individuals or City departmentsin thisregard. Contact with any City or REU official or staff other than the contacts listed above is grounds for rejecting any proposal.

Information provided by anyone other than the above contact may be invalid, and proposals submitted in accordance with such information may be declared non‐responsive.

3.1 EXAMINATION OF DOCUMENTS and PROJECT SITE(S)
Each Contractor is solely responsible for a thorough review of the Request for Proposal (RFP) Documents, Agreement, specifications, and the examination of Project site(s) prior to submitting a Proposal Package. Contractors shall fully inform themselves of all conditions in and about the work.

3.2 REQUIRED LICENSES
a) The successful Contractor and any subcontractor(s) must possess a current and valid California Contractor State Licensing Board (CSLB) license(s) in the classification(s) required by law to perform the work. The successful Contractor will be required to possess a valid Class A and C‐10 license as well as any other applicable licenses required to complete the work. Additionally, the Contractor will be required to obtain a City of Redding Business License prior to Contract approval.
b) The successful Contractor shall utilize qualified and experienced staff to complete the identified work. Workers will be required to handle energized medium voltage facilities, including but not limited to, pulling energized elbows via hot stick, hot glove (rubber gloving) work, terminating cables to overhead energized 12kV lines, associated grounding, testing, and switching requests.

3.3 DIR REGISTRATION
All contractors and subcontractors who bid or work on public works projects must register with the Director of Industrial Relations (DIR) at:
http://www.dir.ca.gov/Public‐Works/PublicWorks.html
Packet Pg. 1173 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 6 of 48 The City will not accept a bid from, enter into a contract with, or allow work on a project from an unregistered contractor pursuant to Labor Code Section 1725.5.

3.4 PREVAILING WAGES
This Project is subject to the prevailing wage requirements applicable to the locality in which the Work isto be performed for each craft, classification, or type of worker needed to perform the Work, including employer payments for health and welfare, pension, vacation, apprenticeship, and similar purposes.

All contractors and subcontractors shall furnish electronic certified payroll records directly to the Labor Commissioner (aka Division of Labor Standards Enforcement).

The Contractor and its agents shall comply with Sections 1771, 1774‐1776, 1777.5, 1813, and 1815 of the Labor Code.

These prevailing rates are available online at http://www.dir.ca.gov/dlsr. Each Contractor and Subcontractor must pay no less than the specified rates to all workers employed to work on the Project. The schedule of per diem wages is based upon a working day of eight hours. The rate for holiday and overtime work must be at least time and one‐half.

3.5 EXECUTION of AGREEMENT
The contractor selected through the RFP process will be expected to execute a formal Agreement with the City of Redding for the provision of the requested service as set forth in the sample agreement attached to this RFP. Submission of a signed proposal will be interpreted to mean the Contractor has agreed to all the terms and conditions set forth in the pages of this RFP and the standard provisions included in the attached Agreement. The contractor must submit any and all exceptions to this RFP with its proposal, clearly identifying the exception, including the page number and section number, as appropriate. Contractor should note that the submittal of an exception does not obligate the City to revise the terms of this RFP or any resulting agreement. The City will not consider any exceptions that are not identified in the proposal. The City reservesthe right to negotiate with the selected Contractor to amend services to meet the City’s financial requirements.

The contract in form and content satisfactory to the City shall be executed by the Contractor to whom the contract is awarded and returned, together with all required bonds, policies, and certificates, within 10 days, (not including Sundays and legal holidays), after award of the contract. No proposal shall be considered binding on the City until the contract has been executed by all parties thereto.

Packet Pg. 1174 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 7 of 48

4.0 SCOPE OF WORK
Contained within this scope are specific objectives, which will be required of the awarded proposal. The City shall retain the ability to revise this scope as necessary. The scope of work includes, but is not limited to, the following:

Contractor shall provide one or two full crews at all times for full‐time distribution, overhead and underground line construction and maintenance within the City’s service area. The City may ask for additional crews as needed for routine expansion. Overhead line construction may include the installation and removal of wood poles, single and three‐phase (transformers, line fuses and switches, secondary conductor installation, and primary conductor installation. The City may request work on all areas of medium voltage (12kV) Underground Construction (URD) including riser pole equipment (terminators, brackets, fuses, switches, lightning arresters), underground cable installation in conduit, underground splices (200 amp and 600 amp), pad‐ mounted switchgear, and single and three‐phase pad mounted and subsurface transformers.

As part of this proposal, REU has identified approximately 150 miles of underground cable replacement, over 100 pole replacements, and over 800 Fire Mitigation locations to be completed over the next several years.

The normal workweek shall be in coordination with REU staff. REU staff currently work M‐F, 7 am‐3:30 pm. Contractor will not schedule any work on City Holidays. Along with the Line Item Pricing, the Contractor will provide an “adder/multiplier” for work completed outside of the normal working hours. Hours outside of normal working hours shall be defined as any work performed between 6:00 p.m. and 6:00 a.m. Monday thru Friday and all day Saturday and Sunday. Work outside of normal working hours will be by REU request/approval only.

The City may award an agreement for a period of two (2) years with the option to extend for three (3) additional, one (1) year periods.

4.1 UNDERGROUND WORK (DISTRIBUTION VOLTAGE: 12kV)
Install Cable‐200 Amp 2 or 3 conductors, 0‐250’ cable runs Install Owner‐Furnished Primary Cable in conduit containing Mule Tape. Work of this nature will typically occur in conjunction with new development projects therefore the conduits, vaults, and electric facilities should be in “like new” condition.

The contract price paid per run for Cable Installation on cable runs under 250 feetshall include full compensation for furnishing all labor, tools, and equipment necessary to complete all work involved in the installation of the Primary cable, complete in place, including but not limited to inspection, coordination with REU and Customers, REU switching orders, traffic control, pulling new cable, testing, labeling, and as shown on the plans and as specified in the REU Packet Pg. 1175 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 8 of 48 Construction Standards. Lineal footage shall be measured from centerline to centerline of each electric facility (Xfmr, Switch, Vault, etc.)
Install Cable‐200 Amp 2 or 3 conductors, 250’+ cable runs Work description shall be the same as above, but applied to all cable runs that exceed 250’.

The contract price paid per run for Cable Installation on cable runs exceeding 250 feet shall include full compensation for furnishing all labor, tools, and equipment necessary to complete all work involved in the installation of the Primary cable, complete in place, including but not limited to inspection, coordination with REU and Customers, REU switching orders, traffic control, pulling new cable, testing, labeling, and as shown on the plans and as specified in the REU Construction Standards. Lineal footage shall be measured from centerline to centerline of each electric facility (Xfmr, Switch, Vault, etc.)
Cable Replacement‐200 Amp 2 or 3 conductors, 0‐250’ cable runs Contractor shall remove all existing cables and terminations (elbows or receptacles) between each electric facility (Xfmr, Switch, Vault, etc.). The conduit shall then be proved/cleaned and the new Owner‐furnished cable installed. It should be noted that existing cable may or may not be unjacketed (open concentric). There are times when removing the existing unjacketed cable, the concentric neutral will come off the cable (“bird‐cage”) and plug the conduit.

Contractor is to be aware and plan for instances where “bird‐caging” may occur. Due to the possibility of “bird‐caging”, only one run of cable shall be removed and the conduit proved, before removing additional runs of cable.

The contract price paid per run for Cable Replacement on cable runs under 250 feet shall include full compensation for furnishing all labor, tools, and equipment necessary to complete the work involved in the installation of the Cable Replacement, complete in place, including but not limited to inspection, coordination with REU and Customers, REU switching orders, providing temporary power to Customers, demolition, cleaning/proving of existing conduit, traffic control, removing of existing cables, disposal and hauling off of materials, pulling new cable, testing, labeling, and as shown on the plans and as specified in the REU Construction Standards. Lineal footage shall be measured from centerline to centerline of each electric facility (Xfmr, Switch, Vault, etc.)
Cable Replacement‐200 Amp 2 or 3 conductors, 250’+ cable runs Work description shall be the same as above, but applied to all cable runs that exceed 250’.

The contract price paid run foot for Cable Replacement on cable runs over 250 feet shall include full compensation for furnishing all labor, tools, and equipment necessary to complete Packet Pg. 1176 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 9 of 48 the work involved in the installation of the Cable Replacement, complete in place, including but not limited to inspection, coordination with REU and Customers, REU switching orders, providing temporary power to Customers, demolition, cleaning/proving of existing conduit, traffic control, removing of existing cables, disposal and hauling off of materials, pulling new cable, testing, labeling, and as shown on the plans and as specified in the REU Construction Standards. Lineal footage shall be measured from centerline to centerline of each electric facility (Xfmr, Switch, Vault, etc.)
Install Cable‐600 Amp, 3 conductors
Install Owner‐Furnished Primary Cable in conduit containing Mule Tape. Work of this nature will typically occur in conjunction with new development projects therefore the conduits, vaults, and electric facilities should be in “like new” condition.

The contract price paid per run for Cable Installation shall include full compensation for furnishing all labor, tools, and equipment necessary to complete the work involved in the installation of the primary cable complete in place, including but not limited to inspection, coordination with REU and Customers, REU switching orders, providing temporary power to Customers, demolition, cleaning/proving of existing conduit, traffic control, removing of existing cables, disposal and hauling off of materials, pulling new cable, testing, labeling, and as shown on the plans and as specified in the REU Construction Standards. Lineal footage shall be measured from centerline to centerline of each electric facility (Xfmr, Switch, Vault, etc.) Cable Replacement‐600 Amp, 3 conductors
Contractor shall remove all existing cables (T’s or T‐bodies) between each electric facility (Xfmr, Switch, Vault, etc.). The conduit shall then be proved/cleaned and the new Owner‐ furnished cable installed. It should be noted that existing cable may or may not be unjacketed (open concentric). There are times when removing the existing unjacketed cable, the concentric neutral will come off the cable (“bird‐cage”) and plug the conduit. Contractor is to be aware and plan for instances where “bird‐caging” may occur. Due to the possibility of “bird‐ caging”, only one run of cable shall be removed and the conduit proved, before removing additional runs of cable.

The contract price paid per run for Cable Replacement shall include full compensation for furnishing all labor, tools, and equipment necessary to complete the work involved in the installation of the Cable Replacement, complete in place, including but not limited to inspection, coordination with REU and Customers, REU switching orders, providing temporary power to Customers, demolition, cleaning/proving of existing conduit, traffic control, removing of existing cables, disposal and hauling off of materials, pulling new cable, testing, labeling, and as shown on the plans and as specified in the REU Construction Standards. Lineal Packet Pg. 1177 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 10 of 48 footage shall be measured from centerline to centerline of each electric facility (Xfmr, Switch, Vault, etc.)
Primary Termination Replacement/Install, 200 Amp (Elbows) Install new Owner‐Furnished Primary Terminations (Elbows) on newly installed or existing cable inside enclosures, transformers, switches, or vaults per REU Construction Standards.

Installation shall include all proper labeling and markings. Cable terminations will typically be associated with a cable replacement.

The contract price paid per Primary Termination shall include full compensation for furnishing all labor, tools, and equipment, for doing all the work involved in the installation of the Primary Terminations, complete in place.

Primary Termination Replacement/Install, 600 Amp (T‐Bodies) Install new Owner‐Furnished Primary Terminations (T‐Bodies) on newly installed or existing cable inside enclosures, transformers, switches, or vaults per REU Construction Standards.

Installation shall include all proper labeling and markings. Cable terminations will typically be associated with a cable replacement.

The contract price paid per each Primary Termination shall include full compensation for furnishing all labor, tools, and equipment, for doing all the work involved in the installation of the Primary Terminations, complete in place.

Rebuild Primary Vault, 200A
Remove existing brackets, J‐bars (3‐Bar style), and grounds. Install new Owner‐furnished Unibar type junction and grounding per REU Construction Standards. Terminations are not part of and are billed separately.

The contract price paid per each Vault Rebuild shall include full compensation for furnishing all labor, tools, and equipment for doing all the work involved in the rebuild of the vault, complete in place.

Rebuild Primary Vault, 600A
Remove existing brackets, hardware, and ground conductors. Install new Owner‐furnished brackets, hardware, and grounding per REU Construction Standards. Terminations are not part of and are billed separately
Packet Pg. 1178 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 11 of 48 The contract price paid per each Vault Rebuild shall include full compensation for furnishing all labor, tools, and equipment for doing all the work involved in the rebuild of the vault, complete in place.

Install Fault Indicators
Install Owner‐Furnished Fault Indicators as directed by the REU representative. Installation per REU Construction Standards.

The contract price paid per each Fault Indicator, one per individual cable, shall include full compensation for furnishing all labor, tools, and equipment, for doing all the work involved in the installation of the Fault Indicators, complete in place.

Install/Replace Single‐Phase Transformer
Install/Replace Owner‐Furnished single‐phase transformer and associated assemblies onto an existing transformer pad. Installation to include all associated grounding, labeling, and sealing per REU Construction Standards. When replacing an existing transformer, the Contractor is responsible to transport the removed transformer to the REU Corp Yard.

The contract price paid per Transformer install shall include full compensation for furnishing all labor, tools, and equipment, for doing all the work involved to install the transformer, complete in place.

Install/Replace Three Phase Transformer
Install/Replace Owner‐Furnished three‐phase transformer and associated assemblies onto an existing transformer pad. Installation to include all associated grounding, labeling, and sealing per REU Construction Standards. When replacing an existing transformer, the Contractor is responsible to transport the removed transformer to the REU Corp Yard.

The contract price paid per Transformer install shall include full compensation for furnishing all labor, tools, and equipment for doing all the work involved to install the transformer, complete in place.

Install/Replace Pad Mounted Switch
Install/Replace Owner‐Furnished Pad Mounted Switch (PME) and associated assemblies onto an existing switch vault. Installation to include all associated grounding and labeling per REU Construction Standards. When replacing an existing PME, Contractor is responsible to transport the removed PME to the REU Corp Yard.

Packet Pg. 1179 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 12 of 48 The contract price paid per each PME Install shall include full compensation for furnishing all labor, tools, and equipment for doing all the work involved to install the PME, complete in place.

Install/Replace Subsurface Switches or Transformers
Install Owner‐Furnished subsurface equipment within an existing vault. Installation to include all associated grounding and labeling. When replacing existing subsurface equipment, the Contractor is responsible to transport removed equipment to the REU Corp Yard.

The contract price paid per each Subsurface equipment install shall include full compensation for furnishing all labor, tools, and equipment for doing all the work involved to install the subsurface equipment, complete in place.

4.2 OVERHEAD WORK (DISTRIBUTION VOLTAGES: 12kV)
Install/Replace Pole Level 1
Install/Replace Owner‐Furnished Pole and associated assemblies. Level 1 poles are basic pole installations, Tangent crossarm configuration, with no additional equipment on the pole. As part of the removal, the existing pole is to be removed and disposed of if no other utilities are present or “topped” if other utilities are present/attached to the pole.

The contract price paid per each Pole Install/Replacement shall include full compensation for furnishing all labor, tools, and equipment, for doing all the work involved to install/replace the pole, complete in place, including but not limited to inspection, coordination with REU and Customers, REU switching orders, providing temporary power to Customers, demolition, traffic control, disposal and hauling off of materials, testing, labeling, and as shown on the plans and as specified in the REU Construction Standards.

Install/Replace Pole Level 2
Install/Replace Owner‐Furnished Pole and associated assemblies. A Level 2 pole will consist of Tangent framed pole with a single pole‐mounted transformer, tangent framed pole with double dead ends, a dead‐end framed pole with no additional equipment, or a tangent framed pole with sectionalizing assembly. As part of the removal, the existing pole is to be removed and disposed of if no other utilities are present or “topped” if other utilities are present/attached to the pole.

The contract price paid per each Pole Install/Replacement shall include full compensation for furnishing all labor, tools, and equipment for doing all the work involved to install/replace the pole and associated assemblies, complete in place, including but not limited to inspection, Packet Pg. 1180 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 13 of 48 coordination with REU and Customers, REU switching orders, providing temporary power to Customers, demolition, traffic control, disposal and hauling off of materials, testing, labeling, and as shown on the plans and as specified in the REU Construction Standards.

Install/Replace Pole Level 3
Install/Replace Owner‐Furnished Pole and associated assemblies. Level 3 poles are poles that have a primary airswitch or poles with a Cap Bank and cutout assembly. As part of the removal, the existing pole is to be removed and disposed of if no other utilities are present or “topped” if other utilities are present/attached to the pole.

The contract price paid per each Pole Install/Replacement shall include full compensation for furnishing all labor, tools, and equipment for doing all the work involved to install/replace the pole and associated assemblies complete in place, including but not limited to inspection, coordination with REU and Customers, REU switching orders, providing temporary power to Customers, demolition, traffic control, disposal and hauling off of materials, testing, labeling, and as shown on the plans and as specified in the REU Construction Standards.

Install/Replace Pole Level 4
Install/Replace Owner‐Furnished Pole and associated assemblies. Level 4 poles are poles that have a primary riser assembly, 200A or 600A, or corner framed poles with no additional equipment. As part of the removal, the existing pole is to be removed and disposed of if no other utilities are present or “topped” if other utilities are present/attached to the pole.

The contract price paid per each Pole Install/Replacement shall include full compensation for furnishing all labor, tools, and equipment for doing all the work involved to install/replace the pole and associated assemblies complete in place, including but not limited to inspection, coordination with REU and Customers, REU switching orders, providing temporary power to Customers, demolition, traffic control, disposal and hauling off of materials, testing, labeling, and as shown on the plans and as specified in the REU Construction Standards.

Adder‐Tall Pole/Large Class Pole
Adder for poles exceeding 65 feet in length and or are larger than a Class 1 pole.

The contract price per each Adder shall be in conjunction with one of the above‐mentioned Pole Level installations.

Adder‐Same Hole Set
Packet Pg. 1181 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 14 of 48 Adder for poles that are required to be set in the same hole as the existing pole. Typical installations requiring a same hole set, are poles with risers or when field conditions dictate.

The contract price per each Adder shall be in conjunction with one of the above‐mentioned Pole Level installations.

Adder‐Hand Dig
Adder for pole sets requiring hand digging due to adjacent underground utilities. Contractor may utilize Vac‐Truck excavation at their discretion, but pricing will be based on this adder.

The contract price per each Adder shall be in conjunction with one of the above‐mentioned Pole Level installations.

Adder‐Backyard Pole Set
Adder for pole sets with limited access, typically backyards, and will require the use of additional equipment (Backyard Machine) to gain access to the location.

The contract price per each Adder shall be in conjunction with one of the above‐mentioned Pole Level installations.

Adder‐Service Drop Replacement
Adder for Service Drop replacements when deemed necessary as part of pole replacement.

That contract price paid per each addershall be in conjunction with the above‐mentioned Pole Level Installations.

Install New Cross Plate Anchor and Guying
Install Owner‐Furnished materials per Construction Standards. Installation to include excavation for anchor and tensioning of guy wires per REU Construction Standards.

The contract price paid per each Anchor and Guy shall include full compensation for furnishing all labor, tools, and equipment for doing all the work involved to install the Anchor and Guying, complete in place.

Install New Screw Anchor and Guying
Install Owner‐Furnished materials per Construction Standards.

Packet Pg. 1182 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 15 of 48 The contract price paid per each Anchor and Guy shall include full compensation for furnishing all labor, tools, and equipment for doing all the work involved to install the Anchor and Guying, complete in place.

Install Down Guy/Span Guy to Existing Anchors/Poles
Removal of existing guy wires and install new guy wires and attach to existing anchors and or poles.

The contract price paid per each Guy shall include full compensation for furnishing all labor, tools, and equipment, for doing all the work involved to install the Anchors and Guying, complete in place.

Fire Mitigation Pole Retrofit
Remove and reinstall noted Owner‐Furnished Fire Mitigation materials per the REU Construction Standards: Covered Jumpers, Non‐combustible fuses with associated cutouts, cutout and bushing covers, and any additional required wire coverings and termination taping.

The contract price paid per each Fire Mitigation Pole Retrofit shall include full compensation for furnishing all labor, tools, and equipment for doing all the work involved to install the Fire Mitigation materials, complete in place, including but not limited to inspection, coordination with REU and Customers, REU switching orders, demolition, traffic control, disposal of materials, testing, labeling, and asshown on the plans and asspecified in the REU Construction Standards.

Traffic Control
Provide Traffic Control as the project locations dictate. When the project requires additional traffic control (ie. flaggers, lane closure, etc.), the contractor will be compensated for the additional staffing and equipment that is required outside of basic signage and cones. In the event a formal Traffic Control Plan (TCP) is necessary, the Contractor shall coordinate with the City on a TCP in conjunction with their Encroachment Permit.

The Contractor shall be solely and completely responsible for furnishing, installing, and maintaining all temporary constructions signs and devices (related to the work) necessary to safeguard the general public and the work, and to provide for the proper and continuous safe routing of pedestrian traffic during the performance of the work. This requirement shall apply continuously and not be limited to working hours.

The contract price paid for Traffic Control and TCP shall be based on CalTrans standard plans T‐11, T‐12, and T‐13. Basic traffic signs and cones are to be included in the above line items.

Packet Pg. 1183 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 16 of 48 No additional payment will be made for Basic traffic control and construction signage.

Contractor should include any additional Traffic Control related items not covered by the Standard CalTrans plans in the fee proposal, i.e. extra flaggers, arrows, message boards, etc.

4.3 TRENCHING AND EXCAVATION (as needed)
Items listed below will be utilized when a project requires Trenching and Excavation.

Excavation work may be planned or unplanned. Planned excavation work will be noted on the Plans. Additionally, as part of the Scope of Work, there will be instances where the Contractor will encounter damaged conduits or “bird‐caged” cable. This type of work will be unplanned, but the Contractor shall have a plan in place to respond immediately to minimize any outages.

Trenching Excavation
Trenching Excavation shall be in accordance with Greenbook, 2021 edition, Section 306, and City Construction Standards Section 600.

For the purpose of this specification, standard trench widths will be 12 inches, 18 inches, and 24 inches and continuing in 6‐inch increments. Dimensions used to calculate the total cost of a trench or excavation job will be the lowest standard trench width that will accommodate the minimum required width, for the facilities being installed, as determined solely by REU or as required by the City Standards.

Contractor shall remove all existing materials at the location of the trench to the depth, width, and length required. All trenching in existing paved areas of asphalt concrete or concrete (this includes sidewalks and driveways on public and private property), shall be included in the unit cost for Trenching Excavation. The Contractor shall remove all spoils from the job site and repair landscaping, street, sidewalks, etc. to their original preconstruction condition or better.

Where REU requires trenches over 60 inches deep, the trench will be priced, based on a minimum 24‐inch width to accommodate shoring and provide adequate trench width for workers. Reimbursement for additional trench width will only be provided if the additional trench width is required by REU.

The Contractor, when given a work order to provide an open trench to install conduit, will have the option of doing Horizontal Directional Drilling (HDD) (Can subcontract out HDD) to install the needed conduit. If the Contractorselects HDD in lieu of open trenching, the Contractor will be paid the amount of the open trench work order plus or minus additions required as if the job had been ordered as an open trench job. The contract price paid per cubic yard for "Trenching Excavation (<60")" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in trenching excavation to a neat vertical trench, complete in place, including all trenching, excavation, Packet Pg. 1184 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 17 of 48 dewatering, and disposal of excess materials and all specific items as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

The contract price paid per cubic yard for "Trenching Excavation (>60")" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in the trenching excavation to a neat vertical trench, complete in place, including all trenching, excavation,shoring, dewatering, and disposal of excess materials and all specific items as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Box/Vault Excavation
Box/Vault (including switch vaults) Excavation shall be in accordance with Greenbook, 2021 edition, Section 306‐3, and City Standard Section 500. Shoring will be required on excavations depths greater than 60 inches.

Dimensions used to calculate the total cost of the excavation job of the vault will be the (outside) length and width, plus 6 inches, multiplied by the depth to accommodate the box/vault being installed as determined solely by REU or as required by the City Standards.

Contractor shall place the substructure in excavation per City of Redding Standards. It will be the Contractor's responsibility to contact the box/vault vendor to verify outside dimensions of substructures to assure the excavation is the correct size for the substructure being delivered.

For box/vaults, the City's vendor will deliver the box/vault to the Contractor’s completed excavation. The Contractor shall set the box/vault in the excavated pit. It is the Contractor's sole responsibility to schedule the box/vault deliveries from the box/vault manufacturer (vendor) and to provide the box/vault manufacturer with the correct City of Redding purchase order number for the box/vault(s) to be delivered. City of Redding purchase order numbersfor box/vaults are obtained through the Electric Utility Distribution Planner that designed the job.

It shall be the Contractor’s responsibility to accept or decline the delivery of all vaults, boxes, and equipment pads to ensure they are acceptable to the City of Redding. Inspection criteria for Acceptance of vaults, boxes, and equipment pads are included in this specification and must be utilized when accepting vaults, boxes, and equipment pads. If the Contractor accepts Packet Pg. 1185 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 18 of 48 a vault, box, or equipment pad that does not meet the City’srequirements, the Contractor will be responsible for all costs to remove and replace the vault, box, or equipment pad. Any questions regarding the acceptability of a vault, box, or equipment pad shall be referred to the Electric Utility Construction Representative. If upon delivery, a vault, box, or equipment pad does not meet the inspection criteria, the Contractor shall immediately notify the City of Redding Electric Construction Representative. The Representative will then direct the Contractor on how to proceed and will coordinate the repair or replacement of the structure.

Full compensation for inspecting the vault for compliance with the listed criteria shall be considered asincluded in the contract price paid for excavation of the vault, box, or equipment pad and no separate payment will be made for inspection.

City of Redding purchase order by the box/vault manufacturer (vendor). In all cases, the Contractor shall be responsible for a complete box, vault, or switch vault installation.

The contract price paid per cubic yard for "Box/Vault Excavation (<60")" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in the excavation to neat vertical walls, complete in place, including all, excavation, dewatering, disposal of excess materials, coordination with vault/box vendor, inspect/accept delivered vault/box, place vault/box, and all specific items as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

The contract price paid per cubic yard for "Box/Vault Excavation (>60")" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in the excavation to neat vertical walls, complete in place, including all, excavation, shoring, dewatering, disposal of excess materials, coordination with vault/box vendor, inspect/accept delivered vault/box, place vault/box, and all specific items as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Concrete Valley Gutter
Concrete Valley Guttershall be constructed per City Standards 125.50. Excavation and removal of existing material shall be included in the unit cost.

The contract price paid per square foot for "Concrete Valley Gutter" shall include full compensation for furnishing all labor, materials (including aggregate base and reinforcing steel), tools, equipment, and incidentals, and for doing all the work involved in placing valley gutter, complete in place, including excavation, removal of spoils, subgrade preparations, concrete forming and curing, concrete scoring, installing expansion joint material, and all Packet Pg. 1186 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 19 of 48 specific items as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Concrete Sidewalk
Concrete Sidewalk shall be constructed per City Standards 131.00. Excavation and removal of existing material shall be included in the unit cost.

The contract price paid persquare foot for "Concrete Sidewalk" shall include full compensation for furnishing all labor, materials(including aggregate base), tools, equipment, and incidentals, and for doing all the work involved in placing sidewalk, complete in place, including excavation, removal of spoils, subgrade preparations, concrete forming and curing, concrete scoring, installing expansion joint material, and all specific items as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Concrete Curb
The Contractor shall construct concrete curb (6") per City Standards 134.00. Excavation and removal of existing material shall be included in the unit cost.

The contract price paid per lineal foot for "Concrete Curb" shall include full compensation for furnishing all labor, materials (including aggregate base), tools, equipment, and incidentals, and for doing all the work involved in placing concrete curb, complete in place, including excavation, removal of spoils, subgrade preparations, concrete forming and curing, concrete scoring, installing expansion joint material, and all specific items as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Concrete Curb & Gutter
The Contractor shall construct concrete curb & gutter (6") per City Standards 136.00.

Excavation and removal of existing material shall be included in the unit cost.

The contract price paid per lineal foot for "Concrete Curb & Gutter (6") shall include full compensation for furnishing all labor, materials (including aggregate base), tools, equipment, and incidentals, and for doing all the work involved in placing concrete curb and gutter, complete in place, including excavation, removal of spoils, subgrade preparations, concrete forming and curing, concrete scoring, installing expansion joint material, and all specific items as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Packet Pg. 1187 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 20 of 48 Concrete Roll Curb & Gutter
The Contractor shall construct concrete roll curb and gutter per City Standards 138.00.

Excavation and removal of existing material shall be included in the unit cost.

The contract price paid per lineal foot for "Concrete Roll Curb & Gutter" shall include full compensation for furnishing all labor, materials (including aggregate base), tools, equipment, and incidentals, and for doing all the work involved in placing concrete roll curb and gutter, complete in place, including excavation, removal of spoils, subgrade preparations, concrete forming and curing, concrete scoring, installing expansion joint material, and all specific items as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Concrete Driveway
The Contractor shall construct concrete standard residential driveway per City Standards 148.00. The Contractor shall construct concrete standard or modified commercial driveway per 148.10, 148.20. Excavation and removal of existing material shall be included in the unit cost.

The contract price paid per square foot for "Concrete Residential Driveway" and “Concrete Commercial Driveway” shall include full compensation for furnishing all labor, materials (including aggregate base), tools, equipment, and incidentals, and for doing all the work involved in placing concrete roll curb & gutter, complete in place, including excavation, removal of spoils, subgrade preparations, and all specific items as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Asphalt Concrete
Asphalt Concrete shall be per Greenbook, 2021 edition, modifications to the construction materials, and these specifications.

Remove existing materials, minimum per City Standards to a maximum as authorized by an Electric Utility Representative, and place new AC pavement including any and all base and other material in accordance with the intent of the City Standards 111.00, 611.00, and 622.00.

The Contractor shall remove all spoils from the job site.

The contract price paid per ton for “Asphalt Concrete” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in placing asphalt, complete in place, including excavation, removal of spoils, subgrade preparations, applying tack coat, compaction, and all specific items as shown on the Packet Pg. 1188 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 21 of 48 plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Conduit (2", 4"& 6")
Furnish, install, and terminate all conduit (PVC, DB120, NEMA TC‐6), bends (Schedule 40 or 80 as required), bell ends, temporary caps, permanent caps, cement for joints, and 1250lb. or 2,500lb. mule tape as required per City Standards 501.00, 514.00, 514.01, 515.00, 51,5.01, 518.00, 521.00 – 521.06, 526.00, 543.00 and 620.00, REU Work Order Drawings, and California Public Utilities Commission General Order 128.

The contract price paid per lineal foot for "Conduit (2", 4", and 6")” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in "Conduit (2", 4", and 6")", complete in place, including bends, bell ends, temporary caps, permanent caps, cement for joints, sweeps, and mule tape as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Prove Existing Conduit
Contractor isto prove existing conduits(6" diameter maximum) and install 1,250lb. or 2,500lb. mule tape or equivalent pull line as required per City Standards 501.00. The REU Construction Representative shall be contacted prior to proving the conduit to advise on any safety clearances that may be required and be given the opportunity to witness the proving of the conduit. It should be noted that older conduit runs could have substantial amounts of dirt and debris and this pay item should include the necessary labor and material necessary to properly brush and mandrel the entire length of existing conduit. The order and minimum requirements for pulling the mandrel and brushes for each size conduit are as follows:
2" Conduit

1. 1.5" Brush

2. 2" Brush

3. 2" Mandrel
4" Conduit

1. 3" Brush

2. 4" Brush

3. 4" Mandrel
6" Conduit

1. 4" Brush

2. 6" Brush

3. 6" Mandrel
Packet Pg. 1189 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 22 of 48 If a blockage, broken conduit, or other condition exists which prevents proving the conduit, the Contractor shall be required to work with the City to identify the location of the problem.

If it is determined that additional excavating is necessary to fix the problem conduit run, additional pay items will be added to the work order to compensate the Contractor for the additional work. The Contractor will be entitled to the full cost for proving the existing conduit run once the conduit is repaired/unblocked, proven, and the appropriate mule tape is installed. If it is determined that the condition causing the blockage is unrepairable and the existing conduit run must be abandoned, the Contractor will be paid based on the distance from the blockage to the nearest of the two existing conduit entrances.

The contract price paid per lineal foot for "Prove Existing Conduit” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in proving existing conduit, complete in place, including brushing, pulling of the mandrel and installing mule tape as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Sand Backfill
Sand backfill is for conduit bedding or backfill of excavations. Sand material shall meet the requirements for sand backfill as specified in City Standard 520.08. The sand backfill shall be placed in a maximum of 12‐inch lifts and compacted per City Standards 601.00.

The contract price paid per cubic yard for "Sand Backfill” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in placing sand backfill, complete in place, including compaction, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Aggregate Base Backfill
Aggregate base backfill is for conduit trenching or backfill of excavations. Aggregate base materialshall be Class 2 aggregate base per Caltrans Standard Specifications and Modifications to the Construction Materials. The sand backfill shall be placed in a maximum of 12‐inch lifts and compacted per City Standards 601.00.

The contract price paid per cubic yard for "Aggregate Base Backfill” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in placing aggregate base backfill, complete in place, including compaction, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Packet Pg. 1190 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 23 of 48 Concrete Slurry Backfill
Concrete Slurry backfill is for conduit trenching or backfill of excavations. Concrete slurry material shall meet the requirements for concrete slurry per City Standards 610.00.

The contract price paid per cubic yard for "Concrete Slurry Backfill” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in placing concrete slurry backfill, complete in place, including compaction, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Saw‐cut
The contract price paid per lineal foot for "Sawcut” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in saw‐cutting concrete or asphalt paving, complete in place, including all specific items as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Concrete Equipment Pad
Construct concrete pads for electrical equipment such as transformers, capacitors, and switches. The concrete pad may be pre‐cast or cast‐in‐place.

The concrete pad will be measured by taking the minimum outside dimensions of concrete (length times width) required for the equipment being installed less the maximum dimensions (length times width) of any required openings (or voids) of concrete within the pad.  Construct single phase transformer pad per City Standards 514.00 and 514.01  Construct 3‐phase transformer pad per City Standards 515.00 and 515.01  Construct switchgear pad per City Standards 518.00 and 518.01  Construct capacitor pad per City Standards 520.00, 520.01, and 520.02 The contract unit price paid per square foot for “Concrete Pad” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in the construction of the concrete pad, complete in place, including excavation, compaction, concrete, concrete formwork, concrete curing, reinforcing steel, threaded inserts for lifting bolts, box extension(s), secondary box, ground rod, aggregate base, threaded coil, ferrule inserts, and all other work including allspecific items asshown on the plans, asspecified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Packet Pg. 1191 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 24 of 48 Streetlight Base
Contractor shall furnish and install a cast‐in‐place street light footing per City Standards Page 556.00.

The contract unit price paid for each “Street Light Base” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing a street base, complete in place including, excavation, removal of spoils, replace landscaping, grading, grounding, reinforcing, backfilling, and compaction, reinforcing steel, conduit bend anchor bolts, and copper wire, as specified in the Standard Specifications, the Special Provisions, and as directed by the Engineer.

Remove Streetlight Base
The contract unit price paid per each for “Remove Street Light Base” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the removing street light base, complete in place, including excavation, disposal of removed street light base, backfill, compaction, and all specific items as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Pullbox (2E & 3E)
Contractor shall furnish and install REU‐approved pullbox 2E or 3E per City Standards 524.00, 525.00 & 526.00.

The contract unit price paid per each "Pullbox" shall include full compensation for furnishing all labor, material, and tools for doing all work involved in the furnishing and installing pullbox complete in place, including excavation, removal of spoils, hold‐down bolts, and all specific items as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

4.4 GENERAL REQUIREMENTS
a) Comply with all REU’s Construction Standards unless otherwise directed by the REU Inspector (REU will provide copies and notice of modifications, if any, from time to time). See the following links for the City of Redding and REU Construction Standards. Below are the various documents/regulations governing the Scope of Work on this RFP. When contradictions occur, the more restrictive document will have precedent.
 City of Redding Construction Standards (CORCS) ‐ Construction Standards (CORCS) | City Packet Pg. 1192 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 25 of 48 of Redding
 REU Construction Standards – Attachment E
 The “Greenbook”, 2021 edition, Standard Specifications for Public Works Construction
 California State General Orders 95 and 128
 City of Redding Municipal Code
b) Proper technique, such as that specified in REU’s Construction Standards, manufacturing instructions, or prudent utility practices, shall be used for all work including pulling and termination of cable, lifting, temporary storage, and installation of transformers and other equipment. Any questions regarding such techniques or construction practices shall be submitted to the REU Inspector for resolution prior to construction. c) The REU Inspector will work with the Contractor(s) on acceptance of the Contractor’s work.

Contractor shall be required, at Contractor’s expense, to redo work that is found inadequate by REU’s Inspectors and does not comply with the requirements under this contract. If such a redo of work is found to significantly increase the material costs for the job, (for example Contractor‐damaged cable due to negligence) Contractorshall reimburse REU the cost forsuch materials.
d) An REU Representative will monitor crew productivity to insure projects are completed in a timely manner. Contractor General Foreman will report to the REU Representative daily. If a decrease in productivity is noted, it will be brought to the Contractors' attention and corrective action will be required. If REU and Contractor have concluded that the Contractor is at fault for the decrease in productivity, the Contractor shall reimburse REU for the excessive labor and equipment costs. This can include errors in timecards submitted to REU prior to invoicing.

4.5 ADDITIONAL REQUIREMENTS
a) REU will provide all materials to complete these projects. All materials will be withdrawn from the REU warehouse under the immediate supervision of the REU Representative. It isintended that materials will be issued in batches to cover multiple projects. Material pick‐up/transfer quantities and times will be determined after Contract award. Contractor to propose and detail Material pick‐up coordination (Contractor pick‐up or REU delivery?) in the appropriate section of the proposal.
b) Contractor will be required to provide a secure and safe storage area for its equipment, vehicles, tools, and REU owned/supplied materials. All unused materials will be returned to REU at the completion of this contract. The cost of any lost or stolen materials will be reimbursed to the City by the Contractor.

Packet Pg. 1193 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 26 of 48 c) The disposal of material by the Contractor must comply with all applicable Federal, State, County, and Local regulations. It will be the Contractor's responsibility to ensure and determine, that they are meeting the proper requirements. d) For each work location in the City Limits, the Contractor shall obtain an over‐the‐counter encroachment permit from the City of Redding Permit Center. All City encroachment permits fees associated with this contract are paid by REU. The Contractor shall obtain, at their own expense, any encroachment permits required by CalTrans or the County. e) Contractor(s) shall provide all necessary vehicles, and tools (common hand tools) that should accompany all workers. Contractor(s) to provide all project‐related equipment (e.g., “Hog Davis” cable puller), all necessary support, repairs, and maintenance for all vehicles, tools, and project‐related equipment, and work site supervision.
f) The size and scope of the construction crews will be based on the project requirement and standard industry practices. Contractor(s) and REU, upon award of the contract, shall determine the level of personnel required for meeting the requirements as needed per project.
g) REU requires that the Contractor utilize qualified personnel to perform the required work.

Workers will be required to handle energized medium voltage facilities, including but not limited to, pulling energized elbows via hot stick, hot glove (rubber gloving) work, terminating cables to overhead energized 12kV lines, associated grounding, testing, and switching requests. REU shall reserve the right to review the level of the professional credentials and references of the individuals assigned to work under the terms of this agreement. h) All work performed by the Contractor(s), as completed will be approved/inspected by REU.

Prior to any re‐energization (switch‐back), the Contractor must have an inspection by REU.

Clearances and switching will be issued to and completed by the Contractor. In all cases, any issues of labor, materials, switching, or clearances, the Contractor shall discuss and address with REU.
i) The Contractor shall comply with all applicable Federal, State, County, OSHA, and Cal‐OSHA and local laws, ordinances, rules, regulations, and lawful orders of any public authority bearing on the safety of persons or property or their protection from damage, injury or loss (“safety laws”). Where any of these are in conflict, the more stringentsafety requirement or procedure shall be complied with. The Contractor’s failure to thoroughly familiarize itself with the above safety laws shall not relieve it from compliance with any duty, obligation, or penalty provided therein.

Packet Pg. 1194 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 27 of 48 j) Contractor shall furnish to REU detailed written reports of all injuries occurring on the job. k) Contractor bears sole responsibility under the law for the safety of its own personnel and for persons entering the work site as agents or visitors of the Contractor. l) Contractor shall have responsibility for notifying Underground Service Alert (USA) whenever digging operations are required. Contractor will be liable for any damages to REU and/or neighboring utility property when digging. In the event property is damaged, the Contractor will notify the REU Inspector.
m) Contractor shall at all times be subject to the orders of the REU’s Power Control Center concerning work on energized medium voltage lines or previously energized medium voltage lines. No connection or work which will or could impact the medium voltage distribution system shall be allowed, without prior approval (i.e. Switch Log) directly from the Power Control Center or REU Representative for this purpose.
n) Contractor shall comply with REU’s lockout/tagout procedure and all switching procedures related to the scope of work.
o) REU and the Contractor shall jointly prepare an outage plan for all scheduled interruptions of electrical power that affect third parties. Clearance requests (Attachment C) shall be part of the outage plan. This plan shall be signed by the Contractor, REU’s Representative, and the affected utilities at least two (2) weeks prior to the outage. The outage plan shall include specific procedures for coordinating with commercial activities such as automated data processing centers (computers), hospitals, 24‐hour‐per‐day manufacturing and processing plants, etc.
p) Upon completion of any work, the Contractor shall provide REU with one (1) marked‐up copy of the construction drawings and the structure list. All changes made during construction shall be shown.
q) In addition to the line item costs delineated in the RFP, Contractor and REU, by mutual agreement, can arrange for Contractor to work under a fixed cost option for items that do not fall under the line item pricing.
r) Line item pricing on the fee proposal in Attachment B isintended to be used to establish pricing for the contract year. REU reserves the right to issue more or less than the estimated quantities. Quantity overruns will not be subject to re‐bid.

Packet Pg. 1195 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 28 of 48

5.0 PROPOSAL FORMAT REQUIREMENTS
Each response to this RFP shall include the information described in this section. Provide the information in the specified order, using section dividers, tabbed in accordance with this section as specified below. Failure to include all of the information specified may be cause for rejection.

Additional information may be provided but should be succinct and relevant to the goals of this RFP. Any additional information that a proposing Contractor wishes to include that is not specifically requested should be included in an appendix to the proposal. Please include five (5) complete copies.

Contractors are encouraged to keep the proposals brief and to the point, butsufficiently detailed to allow evaluation of the project approach. Excessive information will not be considered favorably. Unauthorized conditions, omissions, limitations, or provisions attached to a proposal will render the proposal non‐responsive and may cause its rejection. Proposers are warned against making erasures or alterations of any kind, without initialing each and every such change.

Proposalsthat contain erasures or irregularities of any kind, withoutsuch initialing, or omissions, may be rejected.

5.1 Cover Letter with the following information:
 Title and schedule number of this RFP
 Name and Mailing Address of Firm (include physical location if mailing address is a PO Box)
 Contact Person, Telephone Number, Fax Number, and Email Address  The cover letter is to be signed, in ink, by a member of the organization having the authority to negotiate and execute contracts on behalf of the organization.  The cover letter shall acknowledge receipt of addenda by number, if any were issued (if in doubt, check the website at www.CityofRedding.org/PurchasingBids)  A statement as to the date the Contractor is prepared to begin services and the location of the office or offices that would provide the project services (after the estimated date of award).
 A statement that the terms and conditions of the proposal shall be valid and binding for not less than 90 days.

5.2 TAB A: Executive Summary – Describe your firm and provide a statement of qualifications for providing this specific type of work requested. Identify the services/work which would Packet Pg. 1196 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 29 of 48 be completed by your firm's staff. Identify any sub‐consultants or sub‐contractors you propose to utilize to supplement your firm's staff.

5.3 TAB B: Firm Experience and References – Provide a summary of experience in providing this type of work with references. If any sub‐contractor is being used, provide comparable information detailing their experience, including references. a) How long has your firm been performing this type of work? b) Provide aminimumofthree (3)references who have utilized your Line Crew services with a brief case study of each engagement. Include brief descriptions of the projects, dates, client names, and contact persons' names, addresses, and telephone numbers. Public sectorreferences, preferably public utilitiesin Northern California, and customers of similar size are preferred. c) List key office staff who will be directly involved in this project (e.g. Manager, scheduler, the primary point of contact. Include a concise statement of the qualifications and experience of each person and an organizational chart for the team.
d) List minimum qualifications, including experience and training requirements, for each job classification thatmay participate in the fieldwork (e.g., Lineman, Foreman, Groundman, equipment operator, traffic controller, etc.). e) Provide a list of equipment that will be available to crews to complete the types of work outlined herein. Identify any line items in Attachment B for which you do not have access to necessary equipment.
f) Include Attachments I (Contractors Responsibilities) and J (Sub‐Contractor Form) within this section of the RFP.

5.4 Tab C: Contractors Approach to Scope of Work‐ Describe your Company’s approach to completing the Scope of Work. As part of the description, please include details for the ramp‐up phase (a‐e) and the construction phase (f‐l).
a) Describe the job rolesthat will be involved in the management and execution of this project.
b) Provide an overview of your firm's planned activities during the ramp‐up period before construction can begin. Identify any requirements of the City, including information needed, key meetings, or other requirements that the City should plan for.

Packet Pg. 1197 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor   Page 30 of 48 c) Describe your strategy for securing a storage yard for the Owner‐furnished materials.
d) Provide a Project Timeline from an assumed award of contract date to ready for work. The timeline should include storage site procurement, planning and coordination for initial workload, material transfers from REU to Contractor, hiring ofstaff, procurement of equipment, and any other critical activitiesthat may impact the schedule.
e) List any perceived risks to the proposed schedule during the ramp‐up phase. f) Describe your typical methods of communicating status to City Management. If applicable, include any examples of weekly or monthly reports provided to communicate successes, challenges, and plans for upcoming work.   Explain any software tools that you use to facilitate communication. g) Describe your strategy for managing materials provided by the City of Redding. i. How do you plan to receive materials at your secure location? ii. How to keep track of Owner‐furnished inventory?
iii. How do you plan to minimize vandalism and theft?
h) Describe your process for planning upcoming jobs.
i. Coordinating outage and switching requests with REU. ii. Coordinating Traffic Control needs.
iii. Coordinating outages for commercial customers and residential customers, including measures taken to minimize outage frequency and duration (e.g., providing generators to customers for extended outages, night work, weekend work, etc.)
iv. Communicating outages to customers.
i) Describe your standard working hours, including observed holidays. j) Indicate whether your company can offer on‐call services in case of an emergency call‐out (e.g., massive windstorm, downed pole due to vehicle accident, etc).  If you can, indicate the response time,  and provide an overview of how the arrangement could work, such as available times and compensation structure.  Identify whether these services are currently offered for other entities. Include associated costs in Attachment B.

Packet Pg. 1198 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 31 of 48 k) Provide details on how your company plans to address the excavation needs of this RFP. Identify whether excavation will be conducted using in‐house staff or with a sub‐contractor. What is the response time for planned and unplanned excavation services?
l) Please list any critical assumptions that you have made that could impact the success or timing of this project.
m) Please add any additional information or suggestions about this process that you may feel pertinent. REU is open to any suggestions, comments, and/or improvements we can make to this process.

5.5 TAB D: Exceptions and/or Additions– Describe any and all proposed exceptions, alterations, or amendments to the Scope of Services, General Terms and Conditions, or other requirements of this RFP. The nature and scope of your proposed exceptions may negatively affect the evaluation of your submittal and the City's determination of whether it is possible to successfully negotiate a contract with your firm. This section should also identify any line items in Attachment B that are excluded from your proposal and explain any line itemsthat you have added to Attachment B. For any additions, provide a description of the service, explain the business need for the added line item, and include the units and estimated quantity of units for that line item. Do not include a price for the added line item.

5.6 TAB E: Competency of Proposers – The City wants to ensure that the successful Contractors have the necessary facilities, ability, experience, and financial resources to provide the services specified herein in a satisfactory and timely manner. Please list and explain any pending bankruptcies, liens, stop payment notices, judgments, lawsuits, foreclosures, and any similar actions filed or resolved in the past seven (7) years, including but not limited to, any past, pending, or current litigation or threat of breach of contract in regard to your company or the proposed software application. Please indicate whether a client has ever terminated a contract with your firm for breach and if so, please explain.

5.7 Cost Proposal –One copy, only, of the Contractor's fee proposal, is to be included in a separate, sealed envelope. Both the package containing the proposal as well as the individual envelope with the fee schedule are to be marked with the Contractor's name and, "RFP Schedule No. 5361, opening date, April 10, 2023." Do not state the cost for services anywhere in the proposal.

Packet Pg. 1199 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 32 of 48 Provide a detailed cost schedule for any and all products and services to be delivered in connection with the Scope of Work line items. Provide a clear description of what services are excluded from your cost schedule, if any, as well as any services that are in addition to the listed items. Estimated quantities for evaluation are included in the Proposal Fee Format attachment. As part of the cost schedule, include yearly increases for the proposed contract extensions. As well as a multiplier for any work required outside of “normal” working hours. Proposer to format cost proposal per Attachment B.

6.0 STANDARD CONSULTANT AGREEMENT
The Contractor selected to provide the scope of services shall use the City of Redding's standard construction services contract. A copy of this agreement is attached to this RFP (Attachment A). By submitting a proposal for the work, the Contractor agrees to utilize the City standard agreement form for the contract. See attached example.

7.0 INSURANCE REQUIREMENTS
The required insurance coverage and endorsement information are shown in the body of the attached City'sstandard form for construction services agreement. Proposer must also submit with the proposal a letter from the Contractor's insurance carrier indicating the insurance company has read the insurance requirements stated in the attached contract and will be able to provide the certificate and endorsement.

8.0 SUBMITTAL INSTRUCTIONS

8.1 Your submittal package shall include the following:
 Each proposal package shall contain the original (unbound) and five (5) copies of the proposal. Facsimile or electronic submittals are not acceptable. Pagesin the proposal shall be double‐sided, with the maximum number of printed pages of proposal information (excepting covers, index sheets/dividers, blank pages, and table of contents) to be limited to fifty (50) 8 ½" by 11" pages. One sheet of paper that has typed material on both sides counts astwo pages. PRICINGISNOT TOBE MENTIONED ANYWHERE IN THE BODY OF THE PROPOSAL.
 One (1) electronic copy of your proposal in PDF format on a flash drive or other electronic media. Pricing is not to be included on the electronic copy.  One copy, only, of the Contractor's fee and cost proposal as described in Section 5.7, is to be included in a separate, sealed envelope and marked "FEE PROPOSAL ‐ RFP ScheduleNo. 5361, closing at 3:00 PM on April 10, 2023." Both the package containing the proposal as well asthe individual envelope with the fee schedule are to be marked Packet Pg. 1200 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 33 of 48 with the Contractor's name and, "RFP Schedule No. 5361, closing at 3:00 PM on April 10, 2023."

8.2 Proposals shall be submitted not later than the time and date indicated on the cover page of this RFP. All submittals shall be submitted in a sealed envelope or container and clearly marked with the RFP title on the outside of the parcel. Complete and attach the "Sealed Proposal" label to the outside of the envelope containing your proposal.

8.3 Proposals shall be submitted ONLY to:

City of Redding
Attn: City Clerk
777 Cypress Avenue
Redding, CA 96001

8.4 Faxed and/or emailed proposals will not be accepted.

8.5 The City shall not be responsible for proposals delivered to a person or location other than that specified herein.

8.6 Postmarks will not be accepted, and proposals received after the deadline date and time will not be accepted or considered. No exceptions.

8.7 The City reservesthe rightto waiveminor defects and/orirregularitiesin proposals and shall be the sole judge of the materiality of any such defect or irregularity.

8.8 All costs associated with proposal preparation shall be borne by the proposer.

8.9 The City reserves the right to:
 Make the selection based on its sole discretion
 Reject any or all proposals
 Issue subsequent RFPs or amend the current RFP
 Postpone or terminate the RFP in its sole discretion
 Remedy technical errors in the RFP
 Amend, edit, or otherwise add to the services provided in the RFP  Approve the use of any team members
 Negotiate with any, all, or none of the respondents
 Accept other than the lowest offer
 Waive any informalities or irregularities in any proposal as determined in its sole discretion
Packet Pg. 1201 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 34 of 48  Enter into a construction service agreement with another respondent if unable to reach an agreement with the initially selected respondent for whatever reason in its sole discretion
 Use other firms to perform or supply the services or work of the type contemplated in this RFP

9.0 EVALUATION CRITERIA
The following evaluation criteria and rating schedule will be used to determine the most highly qualified firm(s).

10.0 SELECTION PROCESS

10.1 Proposals submitted will be reviewed by a selection committee. Contractors that have submitted the best and most complete proposals that meet the needs of the City may be invited to an interview. The number of Contractors invited to an interview may vary depending on the number of proposals submitted.

10.2 The City reserves the right to make a selection after reviewing the proposals without oral interviews; therefore, the proposal should be submitted initially on the most favorable terms that the Contractor might propose.

Evaluation Criteria
A. Firm Experience and References 20%
B. Cost Proposal – Line Work 30%
C. Cost Proposal – trenching and Excavation 10%
D. Personnel and Project Team 10%
E. Approach 25%
F. Project Timeline 5%
Packet Pg. 1202 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 35 of 48

10.3 A contract will be negotiated with the Contractor considered best meeting the City's need for this project. In the event a mutually satisfactory contract cannot be negotiated with the City's first choice, negotiations may be terminated and commenced with the Contractor considered next best in meeting the City's needs for this particular project.

10.4 The selected Contractor will be required to execute a City prepared contract. The contract may further refine the scope of services and will provide for the terms and conditions of employment.

10.5 The award of any contract is expressly contingent upon City Council approval and the availability of funds. City staff may not legally bind the City to a contract.

10.6 The City reserves the right to reject any or all proposals, or to waive minor irregularities in said proposals, or to negotiate minor deviations with the successful Contractor (s). In the case of differences between written words and figures in a proposal, the amount stated in written wordsshall govern. In the case of a difference in unit price versusthe extended figure, the unit price shall govern.

10.7 A City of Redding business license as well as all applicable permits, insurance, licenses, and certifications required by local, state, or federal law are required before the award of the contract.

Attachments:

A. Construction Services Agreement
B. Fee Proposal Format with estimated yearly quantities C. Clearance Request Form (sample)
D. Inspection Criteria for Acceptance of Vaults, Boxes, and Equipment Pads E. Sample Construction Standards
F. Sample Construction Plans (Work Orders)
G. Bond Requirements
H. Bond Templates
I. Contractor Responsibilities
J. Subcontractors Form
K. Request for Proposal General Conditions
Packet Pg. 1203 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 36 of 48 Attachment A: CONSTRUCTION SERVICES AGREEMENT

Packet Pg. 1204 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ____________________________________________________________________________________________ Consulting and Professional Services Agreement Page 1
Rev. 01/20/16

CITY OF REDDING

CONSTRUCTION SERVICES CONTRACT

THIS CONTRACT is made at Redding, California, by and between the City of Redding (“City”), a municipal corporation, and _______________ (“Contractor”) for the purpose of _______________.

WHEREAS, City does not have sufficient personnel to perform the services required herein thereby necessitating this Contract for personal services.

NOW, THEREFORE, the Parties covenant and agree, for good consideration hereby acknowledged, as follows:

SECTION 1. CONTRACTOR SERVICES
Subject to the terms and conditions set forth in this Contract, Contractor shall provide to City the services described in Exhibit A, attached and incorporated herein. Contractor shall provide the services at the time, place and in the manner specified in Exhibit A.

SECTION 2. COMPENSATION AND REIMBURSEMENT OF COSTS
A. City shall pay Contractor for services rendered pursuant to this Contract, at the times and in the manner set forth in Exhibit B, attached and incorporated herein, in a total amount not to exceed _______________ ($_____). This sum includes all out-ofpocket travel, lodging and incidental expenses incurred by Contractor that are reasonably associated with the provision of services under this Contract. The payments specified herein shall be the only payments to be made to Contractor for services rendered pursuant to this Contract.

B. Contractor shall submit monthly invoices to City for work completed to the date of the invoice. All invoices shall be itemized to reflect the employees performing the requested tasks, the billing rate for each employee and the hours worked.

C. All correct, complete and undisputed invoices sent by Contractor to City shall be paid within thirty (30) calendar days of receipt.

D. Pursuant to Section 1781 of the Labor Code, Contractor is advised that the work contemplated in this contract is subject to the payment of prevailing wages. The prevailing wage of each job classification may be found by inquiry with the California Department of Industrial Relations. Contractor shall comply with all laws related to the performance of public work including, but not limited to, the employment of apprentices pursuant to Section 1777.5 of the Labor Code, work day/week hours and overtime rates pursuant to Sections 1813 and 1815 of the Labor Code and the obligation set forth in Sections 1774-1776 of the Labor Code in regards Packet Pg. 1205 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ____________________________________________________________________________________________ Consulting and Professional Services Agreement Page 2
Rev. 01/20/16
to payment of prevailing wages and to provide the City of Redding and Department of Industrial Relations certified payrolls when required. A certified copy of all payroll records relative to this project shall be submitted to the City of Redding along with the related invoice. Receipt of certified payroll records is a prerequisite to receiving payment.

E. No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. No contractor or subcontractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. All contractors and subcontractors must furnish electronic certified payroll records to the Labor Commissioner. This requirement applies to all public works projects, whether new or ongoing. Contractor is further advised that the work contemplated herein is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

SECTION 3. TERM AND TERMINATION
A. Contractor shall commence work on or about _______________ and complete said work no later than _______________.

B. If Contractor fails to perform its duties to the satisfaction of City, or if Contractor fails to fulfill in a timely and professional manner its obligations under this Contract, then City shall have the right to terminate this Contract effective immediately upon City giving written notice thereof to Contractor.

C. Either Party may terminate this Contract without cause on thirty (30) calendar days’ written notice. Notwithstanding the preceding, if the term set forth in Section 3.A. of this Contract exceeds ninety (90) calendar days in duration, Contractor’s sole right to terminate shall be limited to termination for cause.

D. Contractor hereby acknowledges and agrees that the obligation of City to pay under this Contract is contingent upon the availability of City’s funds which are appropriated or allocated by the City Council. Should the funding for the project and/or work set forth herein not be appropriated or allocated by the City Council, City may terminate this Agreement by furnishing at least thirty (30) calendar days’ written notice of its intention to terminate. In the event of a termination pursuant to this subdivision, Contractor shall not be entitled to a remedy of acceleration of payments due over the term of this Agreement. The Parties acknowledge and agree that the power to terminate described herein is required by Article 16, Section 18, of the California Constitution, and that constitutional provision supersedes any law, rule, regulation or statute which conflicts with the provisions of this Section.

Packet Pg. 1206 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ____________________________________________________________________________________________ Consulting and Professional Services Agreement Page 3
Rev. 01/20/16
E. In the event that City gives notice of termination, Contractor shall promptly provide to City any and all finished and unfinished reports, data, studies, photographs, charts or other work product prepared by Contractor pursuant to this Contract. City shall have full ownership, including, but not limited to, intellectual property rights, and control of all such finished and unfinished reports, data, studies, photographs, charts or other work product.

F. In the event that City terminates the Contract, City shall pay Contractor the reasonable value of services rendered by Contractor pursuant to this Contract; provided, however, that City shall not in any manner be liable for lost profits which might have been made by Contractor had Contractor completed the services required by this Contract. Contractor shall, not later than ten (10) calendar days after termination of this Contract by City, furnish to City such financial information as in the judgment of the City’s representative is necessary to determine the reasonable value of the services rendered by Contractor.

G. In no event shall the termination or expiration of this Contract be construed as a waiver of any right to seek remedies in law, equity or otherwise for a Party’s failure to perform each obligation required by this Contract.

SECTION 4. MISCELLANEOUS TERMS AND CONDITIONS OF CONTRACT A. City shall make its facilities accessible to Contractor as required for Contractor’s performance of its services under this Contract.

B. Contractor represents and warrants to City that it has all licenses, permits, qualifications and approvals of any nature whatsoever that are legally required for Contractor to practice its profession. Contractor represents and warrants to City that Contractor shall, at its sole cost and expense, keep in effect or obtain at all times during the term of this Contract any licenses, permits and approvals that are legally required for Contractor to practice its profession.

C. Contractor shall, during the entire term of this Contract, be construed to be an independent contractor and nothing in this Contract is intended, nor shall it be construed, to create an employer/employee relationship, association, joint venture relationship, trust or partnership or to allow City to exercise discretion or control over the professional manner in which Contractor performs under this Contract. Any and all taxes imposed on Contractor’s income, imposed or assessed by reason of this Contract or its performance, including but not limited to sales or use taxes, shall be paid by Contractor. Contractor shall be responsible for any taxes or penalties assessed by reason of any claims that Contractor is an employee of City. Contractor shall not be eligible for coverage under City’s workers’ compensation insurance plan, benefits under the Public Employee Retirement System or be eligible for any other City benefit.

Packet Pg. 1207 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ____________________________________________________________________________________________ Consulting and Professional Services Agreement Page 4
Rev. 01/20/16
D. No provision of this Contract is intended to, or shall be for the benefit of, or construed to create rights in, or grant remedies to, any person or entity not a party hereto.

E. No portion of the work or services to be performed under this Contract shall be assigned, transferred, conveyed or subcontracted without the prior written approval of City. Contractor may use the services of independent contractors and subcontractors to perform a portion of its obligations under this Contract with the prior written approval of City. Independent contractors and subcontractors shall be provided with a copy of this Contract and Contractor shall have an affirmative duty to assure that said independent contractors and subcontractors comply with the same and agree to be bound by its terms. Contractor shall be the responsible party with respect to all actions of its independent contractors and subcontractors, and shall obtain such insurance and indemnity provisions from its contractors and subcontractors as City’s Risk Manager shall determine to be necessary.

F. Contractor, at such times and in such form as City may require, shall furnish City with such periodic reports as it may request pertaining to the work or services undertaken pursuant to this Contract, the costs or obligations incurred or to be incurred in connection therewith, and any other matters covered by this Contract.

G. Contractor shall maintain accounts and records, including personnel, property and financial records, adequate to identify and account for all costs pertaining to this Contract and such other records as may be deemed necessary by City to assure proper accounting for all project funds. These records shall be made available for audit purposes to state and federal authorities, or any authorized representative of City.

Contractor shall retain such records for three (3) years after the expiration of this Contract, unless prior permission to destroy them is granted by City.

H. Contractor shall perform all services required pursuant to this Contract in the manner and according to the standards observed by a competent practitioner of Contractor’s profession. All products of whatsoever nature which Contractor delivers to City pursuant to this Contract shall be prepared in a professional manner and conform to the standards of quality normally observed by a person practicing the profession of Contractor and its agents, employees and subcontractors assigned to perform the services contemplated by this Contract.

I. All completed reports and other data or documents, or computer media including diskettes, and other materials provided or prepared by Contractor in accordance with this Contract are the property of City, and may be used by City. City shall have all intellectual property rights including, but not limited to, copyright and patent rights, in said documents, computer media, and other materials provided by Contractor. City shall release, defend, indemnify and hold harmless Contractor from all claims, costs, expenses, damage or liability arising out of or resulting from City’s use or modification of any reports, data, documents, drawings, specifications or other work Packet Pg. 1208 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ____________________________________________________________________________________________ Consulting and Professional Services Agreement Page 5
Rev. 01/20/16
product prepared by Contractor, except for use by City on those portions of the City’s project for which such items were prepared.

J. Contractor, including its employees, agents, and subcontractors, shall not maintain or acquire any direct or indirect interest that conflicts with the performance of this Contract. Contractor shall comply with all requirements of the Political Reform Act (Government Code § 8100 et seq.) and other laws relating to conflicts of interest, including the following: 1) Contractor shall not make or participate in a decision made by City if it is reasonably foreseeable that the decision may have a material effect on Contractor’s economic interest, and 2) if required by the City Attorney, Contractor shall file financial disclosure forms with the City Clerk.

K. Contractor shall comply with all Federal and State regulations regarding hazardous wastes, including universal waste. Contractor shall be responsible for collection, control, storage, labeling, transport, and disposal of all hazardous wastes, including universal waste, generated during completion of this Contract.

SECTION 5. INSURANCE AND BONDING
A. Unless modified in writing by City’s Risk Manager, Contractor shall maintain the following noted insurance during the duration of the Contract:

Coverage Required Not Required
Commercial General Liability X
Comprehensive Vehicle Liability X
Workers’ Compensation and Employers’ Liability X
Excess Liability X
(Place an “x” in the appropriate box)
B. Coverage shall be at least as broad as:

1. Insurance Services Office form number CG-0001, Commercial General Liability Insurance, in an amount not less than $1,000,000 per occurrence and $2,000,000 general aggregate for bodily injury, personal injury and property damage;

2. Insurance Services Office form number CA-0001 (Ed. 1/87), Comprehensive Automobile Liability Insurance, which provides for total limits of not less than $1,000,000 combined single limits per accident applicable to all owned, non-owned and hired vehicles;

3. Statutory Workers’ Compensation required by the Labor Code of the State of California and Employers' Liability Insurance in an amount not less than Packet Pg. 1209 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ____________________________________________________________________________________________ Consulting and Professional Services Agreement Page 6
Rev. 01/20/16
$1,000,000 per occurrence. Both the Workers’ Compensation and Employers' Liability policies shall contain the insurer's waiver of subrogation in favor of City, its elected officials, officers, employees, agents and volunteers;

4. Excess Liability Coverage, $1,000,000 per accident for bodily injury and property damage.

5. The City does not accept insurance certificates or endorsements with the wording “but only in the event of a named insured’s sole negligence” or any other verbiage limiting the insured’s insurance responsibility.

C. Any deductibles or self-insured retentions must be declared to and approved by City.

At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its elected officials, officers, employees, agents and volunteers; or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claims administration and defense expenses.

D. The General Liability shall contain or be endorsed to contain the following provisions:

1. City, its elected officials, officers, employees, and agents are to be covered as additional insured as respects liability arising out of work or operations performed by or on behalf of Contractor; premises owned, leased or used by Contractor; or automobiles owned, leased, hired or borrowed by Contractor.

The coverage shall contain no special limitations on the scope of protection afforded to City, its elected officials, officers, employees, agents and volunteers.

2. The insurance coverage of Contractor shall be primary insurance as respects City, its elected officials, officers, employees, agents and volunteers. Any insurance or self-insurance maintained by City, its elected officials, officers, employees, agents and volunteers, shall be in excess of Contractor’s insurance and shall not contribute with it.

3. Coverage shall state that the insurance of Contractor shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.

4. Each insurance policy required by this Contract shall be endorsed to state that coverage shall not be canceled except after thirty (30) calendar days' prior written notice has been given to City. In addition, Contractor agrees that it shall not reduce its coverage or limits on any such policy except after thirty (30) calendar days’ prior written notice has been given to City.

Packet Pg. 1210 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ____________________________________________________________________________________________ Consulting and Professional Services Agreement Page 7
Rev. 01/20/16
E. Insurance is to be placed with insurers with a current A.M.Best’s rating of no less than A-VII.

F. Contractor shall designate the City of Redding as a Certificate Holder of the insurance. Contractor shall furnish City with certificates of insurance and original endorsements effecting the coverages required by this clause. Certificates and endorsements shall be furnished to: Risk Management Department, City of Redding, 777 Cypress Avenue, Redding, CA 96001. The certificates and endorsements for each insurance policy are to be signed by a person authorized by the insurer to bind coverage on its behalf. All endorsements are to be received and approved by the City’s Risk Manager prior to the commencement of contracted services. City may withhold payments to Contractor if adequate certificates of insurance and endorsements required have not been provided, or not been provided in a timely manner.

G. The requirements as to the types and limits of insurance coverage to be maintained by Contractor as required by Section 5 of this Contract, and any approval of said insurance by City, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by Contractor pursuant to this Contract, including, without limitation, provisions concerning indemnification.

H. If any policy of insurance required by this Section is a “claims made” policy, pursuant to Code of Civil Procedure § 342 and Government Code § 945.6, Contractor shall keep said insurance in effect for a period of eighteen (18) months after the termination of this Contract.

I. If any damage, including death, personal injury or property damage, occurs in connection with the performance of this Contract, Contractor shall immediately notify City’s Risk Manager by telephone at (530) 225-4068. No later than three (3) calendar days after the event, Contractor shall submit a written report to City’s Risk Manager containing the following information, as applicable: 1) name and address of injured or deceased person(s); 2) name and address of witnesses; 3) name and address of Contractor’s insurance company; and 4) a detailed description of the damage and whether any City property was involved.

J. Prior to award of the Contract by the City of Redding, the successful Bidder shall provide a Performance Bond and a Payment Bond to the City. The Performance Bond and Payment Bond shall be in effect no later than the first working day of the Contract period, and shall remain in effect until the end of the Contract period. Contractor shall provide one Performance Bond and Payment Bond for the entire contract period, in the amount of 100 percent of the total Evaluated Price. For each individual purchase order in an amount exceeding the initial Performance and Payment Bond, the Contractor shall provide an additional Performance Bond and Payment Bond in an amount equal to 100 percent of the price for all individual items of work to be let Packet Pg. 1211 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ____________________________________________________________________________________________ Consulting and Professional Services Agreement Page 8
Rev. 01/20/16
to the Contractor on the particular purchase order exceeding the initial Performance and Payment Bond. The Performance Bond and Payment Bond shall be submitted within five working days of City’s request, and remain in effect until that particular purchase order is completed. Each purchase order shall be executed by the bidder and returned within five business days.

SECTION 6. INDEMNIFICATION AND HOLD HARMLESS
A. Consistent with California Civil Code § 2782.8, when the services to be provided under this Contract are design professional services to be performed by a design professional, as that term is defined under Section 2782.8, Contractor shall, to the fullest extent permitted by law, indemnify protect, defend and hold harmless, City, its elected officials, officers, employees, and agents, and each and every one of them, from and against all actions, damages, costs, liability, claims, losses, penalties and expenses (including, but not limited to, reasonable attorney’s fees of the City Attorney or legal counsel retained by City, expert fees, litigation costs, and investigation costs) of every type and description to which any or all of them may be subjected by reason of, or resulting from, directly or indirectly, the negligence, recklessness, or willful misconduct of Contractor, its officers, employees or agents in the performance of professional services under this Contract, except when liability arises due to the sole negligence, active negligence or misconduct of the City.

B. Other than in the performance of professional services by a design professional, which is addressed solely by subdivision (A) of this Section, and to the fullest extent permitted by law, Contractor shall indemnify protect, defend and hold harmless, City, its elected officials, officers, employees, and agents, and each and every one of them, from and against all actions, damages, costs, liability, claims, losses, penalties and expenses (including, but not limited to, reasonable attorney’s fees of the City Attorney or legal counsel retained by City, expert fees, litigation costs, and investigation costs) of every type and description to which any or all of them may be subjected by reason of the performance of the services required under this Contract by Contractor its officers, employees or agents in the performance of professional services under this Contract, except when liability arises due to the sole negligence, active negligence or misconduct of the City.

C. The Contractor’s obligation to defend, indemnify and hold harmless shall not be excused because of the Contractor’s inability to evaluate liability. The Contractor shall respond within thirty (30) calendar days to the tender of any claim for defense and indemnity by the City, unless this time has been extended in writing by the City.

If the Contractor fails to accept or reject a tender of defense and indemnity in writing delivered to City within thirty (30) calendar days, in addition to any other remedy authorized by law, the City may withhold such funds the City reasonably considers necessary for its defense and indemnity until disposition has been made of the claim or until the Contractor accepts or rejects the tender of defense in writing delivered to Packet Pg. 1212 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ____________________________________________________________________________________________ Consulting and Professional Services Agreement Page 9
Rev. 01/20/16
the City, whichever occurs first. This subdivision shall not be construed to excuse the prompt and continued performance of the duties required of Contractor herein.

D. The obligation to indemnify, protect, defend, and hold harmless set forth in this Section applies to all claims and liability regardless of whether any insurance policies are applicable. The policy limits of said insurance policies do not act as a limitation upon the amount of indemnification to be provided by Contractor.

E. City shall have the right to approve or disapprove the legal counsel retained by Contractor pursuant to this Section to represent City’s interests. City shall be reimbursed for all costs and attorney's fees incurred by City in enforcing the obligations set forth in this Section.

SECTION 7. CONTRACT INTERPRETATION, VENUE AND ATTORNEY FEES A. This Contract shall be deemed to have been entered into in Redding, California. All questions regarding the validity, interpretation or performance of any of its terms or of any rights or obligations of the parties to this Contract shall be governed by California law. If any claim, at law or otherwise, is made by either party to this Contract, the prevailing party shall be entitled to its costs and reasonable attorneys' fees.

B. This document, including all exhibits, contains the entire agreement between the parties and supersedes whatever oral or written understanding each may have had prior to the execution of this Contract. This Contract shall not be altered, amended or modified except by a writing signed by City and Contractor. No verbal agreement or conversation with any official, officer, agent or employee of City, either before, during or after the execution of this Contract, shall affect or modify any of the terms or conditions contained in this Contract, nor shall any such verbal agreement or conversation entitle Contractor to any additional payment whatsoever under the terms of this Contract.

C. No covenant or condition to be performed by Contractor under this Contract can be waived except by the written consent of City. Forbearance or indulgence by City in any regard whatsoever shall not constitute a waiver of the covenant or condition in question. Until performance by Contractor of said covenant or condition is complete, City shall be entitled to invoke any remedy available to City under this Contract or by law or in equity despite said forbearance or indulgence.

D. If any portion of this Contract or the application thereof to any person or circumstance shall be invalid or unenforceable to any extent, the remainder of this Contract shall not be affected thereby and shall be enforced to the greatest extent permitted by law.

E. The headings in this Contract are inserted for convenience only and shall not constitute a part hereof. A waiver of any party of any provision or a breach of this Packet Pg. 1213 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ____________________________________________________________________________________________ Consulting and Professional Services Agreement Page 10
Rev. 01/20/16
Contract must be provided in writing, and shall not be construed as a waiver of any other provision or any succeeding breach of the same or any other provisions herein.

F. Each Party hereto declares and represents that in entering into this Contract, it has relied and is relying solely upon its own judgment, belief and knowledge of the nature, extent, effect and consequence relating thereto. Each Party further declares and represents that this Contract is made without reliance upon any statement or representation not contained herein of any other Party or any representative, agent or attorney of the other Party. The Parties agree that they are aware that they have the right to be advised by counsel with respect to the negotiations, terms, and conditions of this Contract and that the decision of whether or not to seek the advice of counsel with respect to this Contract is a decision which is the sole responsibility of each of the Parties. Accordingly, no party shall be deemed to have been the drafter hereof, and the principle of law set forth in Civil Code § 1654 that contracts are construed against the drafter shall not apply.

G. Each of the Parties hereto hereby irrevocably waives any and all right to trial by jury in any action, proceeding, claim or counterclaim, whether in contract or tort, at law or in equity, arising out of or in any way related to this Agreement or the transactions contemplated hereby. Each Party further waives any right to consolidate any action which a jury trial has been waived with any other action in which a jury trial cannot be or has not been waived.

H. In the event of a conflict between the term and conditions of the body of this Contract and those of any exhibit or attachment hereto, the terms and conditions set forth in the body of this Contract proper shall prevail. In the event of a conflict between the terms and conditions of any two or more exhibits or attachments hereto, those prepared by City shall prevail over those prepared by Contractor.

SECTION 8. SURVIVAL
The provisions set forth in Sections 3 through 7, inclusive, of this Contract shall survive termination of the Contract.

SECTION 9. COMPLIANCE WITH LAWS - NONDISCRIMINATION
A. Contractor shall comply with all applicable laws, ordinances and codes of federal, state and local governments.

B. In the performance of this Contract, Contractor shall not discriminate against any employee or applicant for employment because of race, color, ancestry, national origin, religious creed, sex, sexual orientation, disability, age, marital status, political affiliation, or membership or nonmembership in any organization. Contractor shall take affirmative action to ensure applicants are employed and that employees are treated during their employment without regard to their race, color, ancestry, national Packet Pg. 1214 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ____________________________________________________________________________________________ Consulting and Professional Services Agreement Page 11
Rev. 01/20/16
origin, religious creed, sex, sexual orientation, disability, age, marital status, political affiliation, or membership or nonmembership in any organization. Such actions shall include, but not be limited to, the following: employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation and selection for training.

SECTION 10. REPRESENTATIVES
A. City’s representative for this Contract is _______________, telephone number (530) _______________, fax number (530) _______________. All of Contractor’s questions pertaining to this Contract shall be referred to the above-named person, or to the representative's designee.

B. Contractor’s representative for this Contract is _______________, telephone number (___) _________________, fax number (___) _______________. All of City’s questions pertaining to this Contract shall be referred to the above-named person.

C. The representatives set forth herein shall have authority to give all notices required herein.

SECTION 11. NOTICES
A. All notices, requests, demands and other communications hereunder shall be deemed given only if in writing signed by an authorized representative of the sender (may be other than the representatives referred to in Section 10) and delivered by facsimile, with a hard copy mailed first class, postage prepaid; or when sent by a courier or an express service guaranteeing overnight delivery to the receiving party, addressed to the respective parties as follows:

To City: To Contractor:

B. Either party may change its address for the purposes of this paragraph by giving written notice of such change to the other party in the manner provided in this Section.

C. Notice shall be deemed effective upon: 1) personal service; 2) two calendar days after mailing or transmission by facsimile, whichever is earlier.

SECTION 12. AUTHORITY TO CONTRACT
Packet Pg. 1215 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ____________________________________________________________________________________________ Consulting and Professional Services Agreement Page 12
Rev. 01/20/16
A. Each of the undersigned signatories hereby represents and warrants that they are authorized to execute this Contract on behalf of the respective parties to this Contract; that they have full right, power and lawful authority to undertake all obligations as provided in this Contract; and that the execution, performance and delivery of this Contract by said signatories has been fully authorized by all requisite actions on the part of the respective parties to this Contract.

B. When the Mayor is signatory to this Contract, the City Manager and/or the Department Director having direct responsibility for managing the services provided herein shall have authority to execute any amendment to this Contract which does not increase the amount of compensation allowable to Contractor or otherwise substantially change the scope of the services provided herein.

SECTION 13. DATE OF CONTRACT
The date of this Contract shall be the date it is signed by City.

IN WITNESS WHEREOF, City and Contractor have executed this Contract on the days and year set forth below:

CITY OF REDDING,
A Municipal Corporation
Dated: ___________, 20____ __________________________________ By:

ATTEST: APPROVED AS TO FORM:

BARRY E. DEWALT
City Attorney
__________________________________ ___________________________________ Sharlene Tipton, Interim City Clerk By:

CONTRACTOR
Dated: ___________, 20____ ___________________________________ By:

Tax ID No.:________________________
Packet Pg. 1216 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 37 of 48 Attachment B: Fee Proposal Format
RFP Fee Proposal RFP Schedule No. 5361*Est. Qty - Values represent estimated quantities to establish pricing for one contract year, overruns will not be subject to re-bid.

LINE CONSTRUCTION Year 1 Year 2 Year 3 Year 4 Year 5

ITEM DESCRIPTION UNIT
Est.

QTY*
UNIT

PRICE TOTAL
UNIT

PRICE TOTAL
1 Underground Construction2 Install Cable‐200 Amp 2 or 3 conductors, 0‐250’ cable runs Per Run 253 Install Cable‐200 Amp 2 or 3 conductors, 250’+ cable runs Per Run 504 Cable Replacement‐200 Amp 2 or 3 conductors, 0‐250’ cable runs Per Run 705 Cable Replacement‐200 Amp 2 or 3 conductors, 250’+ cable runs Per Run 2006 Install Cable‐600 Amp, 3 conductors Per Run 207 Cable Replacement‐600 Amp, 3 conductors Per Run 858 Primary Termination Replacement/Install, 200 Amp (Elbows) EA 10009 Primary Termination Replacement/Install, 600 Amp (T‐Bodies) EA 500 10 Rebuild Primary Vault, 200A EA 8511 Rebuild Primary Vault, 600A EA 25012 Install Fault Indicators EA 10013 Install/Replace Single Phase XFMR EA 1014 Install/Replace Three Phase XFMR EA 1015 Install/Replace Pad Mounted Switch EA 1016 Install/Replace Subsurface Switches or XFMRs EA 10 Overhead Construction
17 Install/Replace Pole Level 1 EA 1018 Install/Replace Pole Level 2 EA 1019 Install/Replace Pole Level 3 WA 1020 Install/Replace Pole Level 4 EA 1021 Adder‐Tall Pole/Large Class Pole EA 1022 Adder‐Same Hole Set EA 1023 Adder‐Hand Dig EA 1024 Adder‐Backyard Pole Set EA 1025 Adder‐Service Drop Replacement EA 1026 Install New Cross Plate Anchor and Guying EA 1027 Install New Screw Anchor and Guying EA 1028 Install Down Guy/Span Guy to Existing Anchors/Poles EA 1029 Fire Mitigation Pole Retrofit EA 80030 Traffic Control T‐11 DAY 2031 Traffic Control T‐12 DAY 2032 Traffic Control T‐13 DAY 20

TOTAL - CONTRACT ITEMS - LINE CONSTRUCTION
Packet Pg. 1217
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 38 of 48 TRENCHING AND EXCAVATION Year 1 Year 2 Year 3 Year 4 Year 5 ITEM DESCRIPTION UNIT Est. QTY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 1 Trenching Excavation (<60") CY 2002 Trenching Excavation (>60") CY 1003 Box/Vault Excavation (<60") CY 604 Box/Vault Excavation (>60") CY 1005 Concrete Valley Gutter SF 506 Concrete Sidewalk SF 1507 Concrete Curb Only LF 208 Concrete Curb & Gutter LF 209 Concrete Roll Curb & Gutter LF 20 10 Concrete Driveway (Residential) SF 20011 Concrete Driveway (Commercial) SF 10012 Asphalt Concrete TON 10013 Conduit (2") LF 10014 Conduit (4") LF 25015 Conduit (6") LF 25016 Prove Conduit LF 100017 Sand Backfill CY 10018 Aggregate Base Backfill CY 10019 Concrete Slurry Backfill CY 10020 Sawcut LF 20021 Electrical Equipment Pad SF 20022 Streetlight Base EA 523 Remove Street Light Base EA 524 Pullbox EA 525 Bollard Post ‐ Non Removable EA 426 Bollard Post ‐ Removable EA 4 TOTAL - CONTRACT ITEMS - TRENCHING AND EXCAVATION Please Include pricing for the following items as well as any other item pricing you may feel applies to the Scope of Work. These are NOT part of the evaluated pricing.

Year 1 Year 2 Year 3 Year 4 Year 5
UNIT Est Qty UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 1 Multiplier for Work outside of Normal Working Hours 2 Time and Material (T&M) rate (Include rate for all positions that would apply)345678 Packet Pg. 1218
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

RFP – Electric Utility Line Construction Contractor Page 39 of 48 Attachment C: Clearance Request Form
Packet Pg. 1219 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 40 of 48 Attachment D:

Inspection Criteria for Acceptance of Vaults, Boxes, and Equipment Pads When inspecting primary vaults the following will be checked:

1. Bent or Damaged Lids and Frames

2. Missing Lid Hold‐down Bolts

3. Missing Lid Safety Clips and Chains

4. Missing "REU High Voltage" ID Plates

5. Missing Frame Adjustment Brackets

6. Missing Elevation Adjustment Bolts

7. Missing Lid Support Beams

8. Missing REU Frames and Lids

9. Lid Hold‐down Bolts will be "Quick Drive Thread" Bolts

10. Cracked Vault Bodies(full penetration)

11. Cracked Vault Bodies(full penetration)

12. Cracked or Missing Conduit Knockouts

13. Conduits Blocked by Concrete Slag

14. Missing Ground Rods

15. Loose Ground Rods

16. Missing Sump Area or Wrong Sump Location

17. Missing Pull Irons

18. Missing Lifting Eyes

19. Missing "Joint Mastic"

20. Missing "Self‐Locking Washers"

21. Concrete Slag Around the Top of the Vault Body (Prohibiting Vault Frame Seating)

22. Transportation Damage to the Top Lip of the Vault (Large Chip Damage)

23. Incorrect Conduit Knockout Placement

24. Missing "V‐GROOVE" for Grout Seal

25. Missing "Non‐Skid" on Lid

26. Missing "Pop‐up" Lid and Frame Components (Torsion Bars and Safety Brackets0 When Inspecting Secondary Boxes the Following will be Checked:

1. Cracked Secondary Box Lids

2. Mislabeled Secondary Box Lids

3. Cracked Secondary Box Bodies

4. Missing Lifting Holes in Lids

5. Proper Box Assembly

6. Composite Boxes will be Checked for Correct Manufacturer, Damage, and Lock‐ Packet Pg. 1220 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 41 of 48 down Bolts
When Inspecting Switch Vaults the following will be Checked:

1. Switch Vault Style Must be Verified to the Type of Switch

2. Cracked Vault Body

3. Missing or Damaged Conduit Knockouts

4. Missing Sump Area or wrong Sump Location

5. Missing "Grounding Ferrules"

6. Missing Pull Irons

7. Missing Non‐skid on Lids

8. Missing Hold Down Bolts
Knockout PlacementWhen Inspection Transformer/Capacitor or Switch Pads, the Following Will be Checked:

1. Correct Pad Thickness

2. Pad Finish (No Chipping or Scaling of Concrete Creme Finish

3. Missing Lifting Eye Ferrules

4. Correct Size "Cable Window"

5. Cracking of Pad

6. Pad Dimensions

7. Pad Type (Concrete or Composite)
Packet Pg. 1221 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 42 of 48 Attachment E: SAMPLE CONSTRUCTION STANDARDS
Packet Pg. 1222 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1223
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract I "'I
12AA3H1L
I

LIST OF MATERIALS
I
w
0 0
w w (.)
Cl) Cl) ~
~ ~ (.)
a: :::c w :::c 0
a.. a.. I- Ill w POLE TOP POSITION Cl)
:2 w
w _J :::> :::> a: C) w z :::c z (12000 VOLT CIRCUIT) a:
:2 I- Ci) w
!::: QTY. QTY. DESCRIPTION
1 2 2 CROSSARM, WOOD, 4 3/4" x 3 3/4" x 8'-0" (LIGHT) E220.48 2 2 2 X-ARM GAIN PLATE FOR 4 3/4" x 3 3/4" X-ARM E314.63 3 4 4 36" X-ARM FLAT BRACE E221.36
4 6 4 PIN INSULATOR, 13.2KV, F-NECK E415.18
5 6 4 SUSPENSION INSULATOR, 12KV E415.10
6 6 4 STRAIGHT STRAIN CLAMP, SIZE AS REQUIRED
7 6 4 PARALLEL GROOVE CLAMP, AS REQUIRED
8 6 4 OVAL EYENUT 5/8" E00?.12
9 2 2 MACHINE BOLT 5/8" x LG. REQ'D.
10 6 4 STEEL INSL. PIN W/WASHER, NUT & LOCKNUT (LIGHT) E345.05 11 3 3 DBL. ARMING BOLT, 5/8" x LG. REQ'D.
12 4 4 MACHINE BOLT, 1/2" x LG. REQ'D.
13 12 12 SQUARE NUT, 5/8"
14 4 4 SQUARE NUT, 1/2"
15 10 10 SQUARE WASHER, 5/8" x 2 1/4" E734.74
16 4 4 ROUND WASHER, 1/2" E734.69
17 8 8 SPRING WASHER, 5/8"
18 4 4 SPRING WASHER, 1/2"
19 2 2 SIGN CROSSARM "HIGH VOLTAGE" <LIMITED PLASTICS #HV-n E313.13 20 * * JUMPER <SAME SIZE AS PHASE CONDUCTOR)
21 * * NO. 4 SOLID ALUMINUM TIE WIRE
22 2 2 CURVED WASHER, 5/8" E734.29
* AS REQUIRED
-
UPDATED LIST OF MATERIALS SHEET 1OF8

R ELECTRIC CONSTRUCTION STANDARD
12KV DOUBLE DEAD END-WOOD ARM

LIGHT CONDUCTOR
City of Redding DES/REV I DATE I ASST.DIRECTOR- UTIL TY OPERATIONS I REVISED Al DWG. NO. Electric Utlllty /JCR I 02/21/13 JJ I/, /h..YftJ I 08111121 L1~ CS2119 .) Packet Pg. 1224 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

TYPICAL
6 PLACES
NOTES:

7.5"

40.5"
28"

PLAN VIEW

7.5"
36"x36" CLIMBING
SPACE

TYPICAL
4 PLACES

GUY ATIACHMENT LOCATION
9 ELEVATION VIEWS
12AA3H1L
MAXIMUM LINE ANGLE:
30 #2 ACSR - 40°
30 #4 ACSR - 60°
10 #2 ACSR - 60°
10 #4 ACSR - 60°

FOR ANGLES

GREATER THAN

LISTED, USE LINE

AND BUCK

CONSTRUCTION
9"
9"

ALTERNATE

LOCATION
NOTE 1

1. JUMPER CONNECTION MUST BE LOCATED ON

THE TAIL WHEN CONDUCTOR SPANS ARE IN A

CROSSING LOCATION (HWY, RAILROAD, UTILITY,
ETC). WHEN CONDUCTORS ARE NOT CROSSING,
CONNECTION CAN BE ON LINE OR TAIL.

2. FOR 1<!> CONSTRUCTION, STRIKE MATERIALS FOR
MIDDLE PHASE.

NUMBERS IN BUBBLE REFER TO
ITEM NO'S. IN MATERIALS LIST
ON SHEET 1.

City of Redding
Elecb'ic Utlllty
ADDED SPLIT BOLT & CAD STANDARDS UPDATED SHEET 2 OF 8

DES/REV
/JCR

ELECTRIC CONSTRUCTION STANDARD
12KV DOUBLE DEAD END- WOOD ARM

LIGHT CONDUCTOR

DATE REVISED
02/21/13 08/11/21
DWG. NO.

CS21 19
Packet Pg. 1225 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract w w
(/) (/)
<( <(
a: I I
w a.. a..
en w :2 w
w _J
::> a: CJ
z I z
:2 I- U5
w
!::: QTY. QTY.
1 1 1
2 3 2
3 6 4
4 6 4
5 6 4
6 4 4
7 1 1
8 3 2
9 2 2
10 1 0
11 4 4
12 5 5
13 2 2
14 * * 15 * * 16 2 2
17 1 1
18 1 1
19 2 2
20 2 2
21 2 -
22 1 -
23 1 1 * AS REQUIRED
R
City of Redding
Electric Utility
I
12A3H1L-FG

LIST OF MATERIALS
I
w
0 0
(.)
~
(.)
0 I- POLE TOP POSITION (/)
::>
w (12000 VOLT CIRCUIT) a:

DESCRIPTION
CROSSARM, FIBERGLASS, 41/2" x 3 1/2" x 8'-0" (LIGHT) E220.38 PIN INSULATOR, 13.2KV, F-NECK E415.18
SUSPENSION INSULATOR, 12KV E415.10

STRAIGHT STRAIN CLAMP SIZE AS REQUIRED

PARALLEL GROOVE CLAMP, AS REQUIRED
OVAL EYENUT 5/8" E00?.12
MACHINE BOLT 5/8" x LG. REQ'D.

STEEL INSL. PIN W/WASHER, NUT & LOCKNUT ILIGHTl E345.05 DBL. ARMING BOLT, 5/8" x LG. REQ'D
SQUARE NUT, 5/8"
SQUARE WASHER, 5/8" x 2 1/4" E734.74
SPRING WASHER, 5/8"
SIGN CROSSARM "HIGH VOLTAGE" (LIMITED PLASTICS #HV-1) E313.13 JUMPER <SAME SIZE AS PHASE CONDUCTOR)
NO. 4 SOLID ALUMINUM TIE WIRE
CURVED WASHER, 5/8" E734.29
MACHINE BOLT 3/4" X LG REQ'D
DOUBLE ARMING BOLT, 3/4" X LR REQ/D
CURVED WASHER, 3/4" E734.24
SPRING WASHER, 3/4"
OVAL EYE NUT, 3/4"
FLAT WASHER 3/4"
SQUARE NUT 3/4"
NEW SHEET SHEET30F8

ELECTRIC CONSTRUCTION STANDARD
12KV DOUBLE DEAD END - FIBERGLASS ARM

LIGHT CONDUCTOR
DES/REV DATE TY OPERATIONS REVISED DWG. NO.

JCR 08/11/21 CS211 9
Packet Pg. 1226 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 6" 42"
NOTE2~
42" 6"
36''x36" CLIMBING
SPACE
12A3H1L-FG
MAXIMUM LINE ANGLE:
30 #2 ACSR - 40°
30 #4 ACSR - 60°
10 #2 ACSR - 60°
10 #4 ACSR - 60°

FOR ANGLES

GREATER THAN

LISTED, USE LINE

AND BUCK

CONSTRUCTION

TYPICAL
4 PLACES

PLAN VIEW
GUY ATIACH.-ANGLE
NOTE3
NOTES: ELEVATION VIEWS

1. JUMPER CONNECTION MUST BE LOCATED ON

THE TAIL WHEN CONDUCTOR SPANS ARE IN A

CROSSING LOCATION (HWY, RAILROAD, UTILITY,
ETC). WHEN CONDUCTORS ARE NOT CROSSING,
CONNECTION CAN BE ON LINE OR TAIL.

2. FOR 1¢> CONSTRUCTION, STRIKE MATERIALS FOR
MIDDLE PHASE. WHEN MIDDLE PHASE IS ON
X-ARM, REPLACE 3/4" HARDWARE WITH 5/8"
HARDWARE.

3. GUY SIZE PER WORK ORDER, SEE CS2410 FOR
GUY ASSEMBLY.

NEW SHEET
CENTER
15" OF LOAD

NUMBERS IN BUBBLE REFER TO
ITEM NO'S. IN MATERIALS LIST
ON SHEET3.

SHEET 4 OF 8

ELECTRIC CONSTRUCTION STANDARD
City of Redding
Electric Utlltty
12KV DOUBLE DEAD END - FIBERGLASS ARM

LIGHT CONDUCTOR
DES/REV DATE REVISED DWG. NO.

JCR 08/11/21 CS211 9
Packet Pg. 1227 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 12AA3H1H
I

LIST OF MATERIALS I
w
0 0
0 ::.:::
0 a: 0 w I- co POLE TOP POSITION (/)
~ ::> ::> w z (12000 VOLT CIRCUIT) a: ~
w
!::: QTY. DESCRIPTION
1 2 CROSSARM, WOOD, 5 3/4"x 4 3/4"x 8'-0" (HEAVY) E220.84 2 2 X-ARM GAIN PLATE FOR 5 3/4"x 4 3/4" X-ARM E314.65
3 2 DBL. SPAN, X-ARM V-BRACE, 72" SPAN, 22" DROP E222.04 4 6 PIN INSULATOR, 13.2KV, F-NECK E415.18
5 6 SUSPENSION INSULATOR, 12KV E415.10
6 6 STRAIGHT STRAIN CLAMP SIZE AS REQUIRED
7 6 PARALLEL GROOVE CLAMP, AS REQUIRED
8 6 OVAL EYENUT 3/4" E007.13
9 2 MACHINE BOLT, 5/8"x LG. REQ'D.
10 6 STEEL INSL. PIN W/WASHER NUT & LOCKNUT <HEAVYl E345.07 11 3 DBL. ARMING BOLT 3/4"x LG. REQ'D.
12 4 MACHINE BOLT, 1/2"x LG. REQ'D.
13 10 SQUARE NUT, 3/4"
14 10 SQUARE WASHER, 3/4", 2 1/4"x 2 1/4" 3/16" E734.75 15 4 SQUARE NUT, 1/2" E734.38
16 4 ROUND WASHER, 1/2" E734.69
17 6 SPRING WASHER, 3/4"
18 4 SPRING WASHER, 1/2"
19 2 SIGN CROSSARM "HIGH VOLTAGE" <LIMITED PLASTICS #HV-11 E313.13 20 * JUMPER <SAME SIZE AS PHASE CONDUCTOR)
21 * NO. 4 SOLID ALUMINUM TIE WIRE
22 2 SPRING WASHER, 5/8"
23 2 SQUARE NUT, 5/8"
24 1 X-ARM REINFORCEMENT PLATE (as needed)
25 2 CURVED WASHER, 5/8" E734.29
* AS REQUIRED
PREVIOUSLY SHEET 3, CHANGED TO SHEET 5 SHEET 5 OF 8
City of Redding
Electric Utility DES/REV
/JCR

ELECTRIC CONSTRUCTION STANDARD
12KV DOUBLE DEAD END- WOOD ARM

HEAVY CONDUCTOR

DATE REVISED
02/21/13 08/1 1/21
DWG. NO.

CS2119
Packet Pg. 1228 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

7.5"

40.5" 40.5"

7.5"
36" 36"

PLAN VIEW
TYPICAL~

TYPICAL
2 PLACES
6PLACES ~
,......----::i:~"l!-1rTYPICAL
2 PLACES TYPICAL
4 PLACES
36"x36" CLIMBING
SPACE

TYPICAL
3 PLACES

TYPICAL
4 PLACES
\
YPICAL
PLACES
5"
9 12AA3H1H
MAXIMUM LINE ANGLE:
556 - 13°
556 - 28° W/USE OF

X-ARM REINFORCING
PLATE

FOR ANGLES GREATER

THAN LISTED, USE LINE

AND BUCK CONSTRUCTION

TYPICAL
3 PLACES
NOTE2
7 TYPICAL
6 PLACES
9"
9"

ALTERNATE

LOCATION
SEE NOTE2

ELEVATION VIEWS
NOTES:

1. REINFORCEMENT PLATE INSTALL W/ 2-5/8" 0
BOLTS WI WASHERS AND NUTS. DRILL 11/16" 0
HOLES FOR BOLTS.

2. JUMPER CONNECTION MUST BE LOCATED ON

THE TAIL WHEN CONDUCTOR SPANS ARE IN A

CROSSING LOCATION (HWY, RAILROAD, UTILITY,
ETC). WHEN CONDUCTORS ARE NOT CROSSING,
CONNECTION CAN BE ON LINE OR TAIL.

3. FOR BELOW POLE TOP CONSTRUCTION MOVE
MIDDLE PHASE DEAD END TO X-ARM.

NUMBERS IN BUBBLE REFER TO
ITEM NO'S. IN MATERIALS LIST
ON SHEETS.

ADDED SPLIT BOLT & CAD STANDARDS UPDATED, CHANGED SHEET 4 TO SHEET 6 SHEET60F8 City of Redding
Electric Utlltty DES/REV
/JCR

ELECTRIC CONSTRUCTION STANDARD
12KV DOUBLE DEAD END- WOOD ARM

HEAVY CONDUCTOR

DATE PE RATIONS REVISED
02/21/13 08/11/21
DWG. NO.

CS2119
Packet Pg. 1229 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 12A3H1H-FG
I

LIST OF MATERIALS
I
w
0 0
0 ::.::
a: 0
0 w I- !II POLE TOP POSITION Cl)
~ :::> :::> w z (12000 VOLT CIRCUIT) a: ~
w
!:::: QTY. DESCRIPTION
1 1 CROSSARM, FIBERGLASS, 6" x 4" x 8'-0" (HEAVY) E220.84 2 3 PIN INSULATOR, 13.2KV, F-NECK E415.18
3 6 SUSPENSION INSULATOR, 12KV E415.10
4 6 STRAIGHT STRAIN CLAMP, SIZE AS REQUIRED
5 6 PARALLEL GROOVE CLAMP, AS REQUIRED
6 2 OVAL EYENUT, 3/4" E007.13
7 1 MACHINE BOLT, 5/8" x LG. REQ'D.
8 3 STEEL INSL. PIN W/WASHER, NUT & LOCKNUT (HEAVY) E345.07 9 1 DBL. ARMING BOLT, 3/4" x LG. REQ'D.
10 1 MACHINE BOLT, 3/4" x LG. REQ'D.
11 1 SQUARE NUT, 3/4"
12 2 CURVED WASHER, 3/4" E734.24
13 3 SPRING WASHER, 3/4"
14 2 SIGN, CROSSARM, "HIGH VOLTAGE" (LIMITED PLASTICS #HV-1) E313.13 15 * JUMPER, (SAME SIZE AS PHASE CONDUCTOR)
16 * NO. 4 SOLID ALUMINUM TIE WIRE
17 1 SPRING WASHER, 5/8"
18 1 SQUARE NUT, 5/8"
19 2 CURVED WASHER 5/8" E734.29
20 1 FLATWASHER 3/4" * AS REQUIRED
City of Redding
Electric Utlllty
NEW SHEET SHEET70F8

ELECTRIC CONSTRUCTION STANDARD
12KV DOUBLE DEAD END- FIBERGLASS ARM

HEAVY CONDUCTOR
DES/REV DATE OPERATIONS REVISED DWG. NO.

JCR 08/11/21 CS2119
Packet Pg. 1230 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 6" 6"

PLAN VIEW
GUY ATIACH.-ANGLE
10 ELEVATION VIEWS
NOTES:

1. JUMPER CONNECTION MUST BE LOCATED ON

THE TAIL WHEN CONDUCTOR SPANS ARE IN A

CROSSING LOCATION (HWY, RAILROAD, UTILITY,
ETC). WHEN CONDUCTORS ARE NOT CROSSING,
CONNECTION CAN BE ON LINE OR TAIL.

2. FOR BELOW POLE TOP CONSTRUCTION MOVE
MIDDLE PHASE DEAD END TO X-ARM.

3. MIDDLE PHASE ATIACHED TO X-ARM TOP
MOUNTING BOLT OR ON X-ARM DE LOCATION.

NEW SHEET
12A3H1H-FG
MAXIMUM LINE ANGLE:
556 - 28°

NUMBERS IN BUBBLE REFER TO
ITEM NO'S. IN MATERIALS LIST
ON SHEET?.

SHEET 8 OF 8

ELECTRIC CONSTRUCTION STANDARD
City of Redding
Electrlc Utility
12KV DOUBLE DEAD END- FIBERGLASS ARM

HEAVY CONDUCTOR
DES/REV DATE OPERATIONS REVISED DWG. NO. ·
JCR 08/11/21 CS2119
Packet Pg. 1231 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract "I
1283H3L
1282H3L
N (")
I I
~ ~ LIST OF MATERIALS w I I 0
(/) (/) 0
LLi LLi ()
(/) ::.::: (/) () a: <( <(
I 0 w I Cl.. f- C'.l Cl.. POLE TOP OR BELOW POLE TOP POSITION (/) ~ w w
_J :J :J w CJ w z a: z (12000 VOLT CIRCUIT) a: ~ I U5 w f- !::: QTY. QTY. DESCRIPTION
1 1 1 CROSSARM, WOOD, 4 3/4"x 3 3/4"x 8'-0" (LIGHT) E220.48 2 1 1 X-ARM GAIN PLATE FOR 4 3/4"x 3 3/4" X-ARM E314.63 3 2 2 36" X-ARM FLAT BRACE E221.36
4 3 2 PIN INSULATOR, 13.2KV, F-NECK E415.18
5 3 2 STEEL INSL. PIN W/WASHER NUT & LOCKNUT (LIGHT) E345.05 6 2 2 518" x LG. REQ'D MACHINE BOLT
7 3 3 SQUARE WASHER, 5/8" x 2 1/4" E734.74
8 2 2 SPRING WASHER, 5/8"
9 2 2 SQUARE NUT, 5/8"
10 2 2 MACHINE BOLT 1/2"x 5"
11 2 2 ROUND WASHER 1/2" E734.69
12 2 2 SPRING WASHER 1/2"
13 2 2 SQUARE NUT, 1 /2"
14 2 2 SIGN, CROSSARM, "HIGH VOLTAGE" LIMITED PLASTICS #HV-1) E313.13 15 3 2 PREFORM - SINGLE TOP TIE (size as rea'd)
36"x36" CLIMBING I - j
SPACE'! ~ 48" 48" I !TYPICAL 2 PLACES
~ . . 4"-- r- I 28" 18" I 26" I ~4"
L___ffi.- ~ICAL TYPICAL ©--9
111 )) l r(ITJ)
l9 II 4 ~ : \ I 9 • 6 )) I 3 PLACES 3 PLACES ©-----ti 0 JWHM1 [!l ~: 0 119 .. a; a~ \l ~ ~ 7/
ALTERNATE ~2 GUYATTACHMENTLOC~

MIDDLE PHASE TYPICAL
TYPICAL ~ 2 PLACES 14
POSITION 2 PLACES
PLAN VIEW ::::y- ELEVATION VIEW
~·

0......
--
~
DETAIL 1

X-ARM V-BRACE ATIACHMENT
MAXIMUM LINE ANGLE:
#2 ACSR - 18°
#4 ACSR- 30°
RENUMBERED SHEETS, DELETED SHEET 3, ADDED FIBERGLASS CROSSARM SHEET 1OF4

RIU ELECTRIC CONSTRUCTION STANDARD
12KV LIGHT SINGLE ARM TANGENT

WOOD CROSSARM
City of Redding DES/REV I DATE I ASST. DIRECTOR - UTILITY DE?ERATIONS I REVISED /\J DWG.NO. Electric Utlllty /JCR I 07/11/89 r 1~ ; a .&-£eD_ I 12129121 L 4~ CS2120 ~ Packet Pg. 1232 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 1283H3L-FG "
1282H3L-FG
N (".)
I I
t-= t-= LIST OF MATERIALS u.J
I I 0
(/) (/) 0
u.i u.i 0
(/) (/) ~
a: <( <( 0
u.J I I 0 a... I- ro a... POLE TOP OR BELOW POLE TOP POSITION (/) ::;§! u.J u.J
_J ::::l ::::l u.J CJ u.J z a: z (12000 VOLT CIRCUIT) a:
::;§! I U5 u.J It:: QTY. QTY. DESCRIPTION
1 1 1 CROSSARM, FIBERGLASS, LIGHT CONST. (BRONZE COLOR) E220.XX 2 - - NOT USED - 3 - - NOT USED - 4 3 2 PIN INSULATOR, 13.2KV, F-NECK E415.18 5 3 2 STEEL INSL. PIN W/WASHER NUT & LOCKNUT ILIGHTl E345.05 6 2 2 3/4" x LG. REQ'D MACHINE BOLT
7 2 2 CURVED WASHER, 3/4" E734.74
8 2 2 SPRING WASHER, 3/4"
9 2 2 SQUARE NUT, 3/4"
10 1 1 MACHINE BOLT 5/8" x LG
11 2 2 CURVED WASHER 5/8" E734.69
12 1 1 SPRING WASHER 5/8"
13 1 1 SQUARE NUT, 5/8"
14 2 2 SIGN, CROSSARM, "HIGH VOLTAGE" (LIMITED PLASTICS #HV-1) E313.13 15 3 2 PREFORM - SINGLE TOP TIE (size as req'd)
'-~-' 26" 18" I 44"
~~ c11122x13) I
(7XsX9)
I \-- ~5"
I~ /
~ _J
4 5 I~= - 18" ~ t: TYPICAL a 4"
TYPICAL MIN. a 3 PLACES I: 3 PLACES,., II II :(); Ill • I •llW&"AI : I ~ d ~µ - [UJ ~TYPICAL - 9 .. if 2 PLACES f--

GUY ATTACHMENT
~ALTERNATE LOCATION

MIDDLE PHASE
POSITION b......

PLAN VIEW ELEVATION VIEW
MAXIMUM LINE ANGLE:
#2 ACSR-25°
#4ACSR-40°
RENUMBERED SHEETS, DELETED SHEET 3, ADDED FIBERGLASS CROSSARM SHEET 2 OF 4

RIU ELECTRIC CONSTRUCTION STANDARD
12KV LIGHT SINGLE ARM TANGENT

FIBERGLASS CROSSARM
City of Redding DES/REV I DATE I ASST. DIFaECTOR - UTILITY OP.ERATIONS I REVISED l\J DWG.NO. Electric Utlllty /JCR I 07/11/89 1-:ril / / l . 11/f_~ fl/,,, I 12/29/21 ~ CS2120 ~ - - Packet Pg. 1233 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract a:

UJ
C'.)
~
::J
z
~
UJ
!::: QTY.
1 1
2 1
3 1
4 3
5 3
6 1
7 2
8 1
9 1
10 2
11 2
12 2
13 2
14 3
15 2
16 1
17 1
18 1
19 1

ALTERNATE

MIDDLE PHASE

POSITION
I

LIST OF MATERIALS

POLE TOP OR BELOW POLE TOP POSITION
(12000 VOLT CIRCUIT)

DESCRIPTION
CROSSARM, WOOD, 5 3/4"x 4 3/4"x 8'-0" (HEAVY)
X-ARM GAIN PLATE FOR 5 3/4"x 4 3/4" X-ARM
DBL. SPAN, X-ARM V-BRACE, 72" SPAN, 22" DROP
PIN INSULATOR, 13.2KV, F-NECK
STEEL INSL. PIN W/WASHER NUT & LOCKNUT IHEAVY\
3/4" x LG. REQ'D MACHINE BOLT
SQUARE WASHER, 3/4" x 3"
SPRING WASHER, 3/4"
SQUARE NUT, 3/4"
MACHINE BOLT 1/2"x LG. REQ'D.

ROUND WASHER, 1/2"
SPRING WASHER 1/2"
SQUARE NUT, 1/2"
PREFORM - SINGLE TOP TIE I size as rea'd\
SIGN, CROSSARM, "HIGH VOLTAGE" (LIMITED PLASTICS #HV-1) 518" x LG. REQ'D MACHINE BOLT
SQUARE WASHER, 5/8" x 2 1/4"
SPRING WASHER, 5/8"
SQUARE NUT, 5/8"

PLAN VIEW
/

TYPICAL
3 PLACES

TYPICAL
3 PLACES
TYPICAL 15
2 PLACES
48"
36" 18"

ELEVATION VIEW
DETAIL 1

X-ARM V-BRACE ATTACHMENT
MAXIMUM LINE ANGLE:
556 - 4°
1283H3H
I
UJ
0 0
0 ::.::'.
0 0
I-
(/)
::J
UJ
a:

E220.84
E314.65
E222.04
E415.18
E345.07
E734.77
E734.69
E313.13
E734.38
E734.74
RENUMBERED SHEETS, DELETED SHEET 3, ADDED FIBERGLASS CROSSARM SHEET 3 OF 4 City of Redding
Electric Utility DES/REV
/JCR

ELECTRIC CONSTRUCTION STANDARD
12KV HEAVY SINGLE ARM TANGENT

WOOD CROSSARM

DATE REVISED
07/11/89 12/29/21
DWG.NO.

CS2120
Packet Pg. 1234 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract a:

UJ
Cl)
~
:J
z
~
UJ
!:::
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 I

LIST OF MATERIALS

POLE TOP OR BELOW POLE TOP POSITION
(12000 VOLT CIRCUIT)
QTY. DESCRIPTION
1 CROSSARM, FIBERGLASS, HEAVY CONST (GREY COLOR)
- NOT USED
- NOT USED
3 PIN INSULATOR, 13.2KV, F-NECK
3 STEEL INSL. PIN W/WASHER NUT & LOCKNUT IHEAVY\
2 3/4" x LG. REQ'D MACHINE BOLT
2 CURVED WASHER, 3/4"
2 SPRING WASHER, 3/4"
2 SQUARE NUT, 3/4"
1 518" x LG. REQ'D MACHINE BOLT
2 CURVED WASHER 5/8"
1 SPRING WASHER 5/8"
1 SQUARE NUT 5/8"
3 PREFORM - SINGLE TOP TIE I size as req'd)
2 SIGN, CROSSARM, "HIGH VOLTAGE" (LIMITED PLASTICS #HV-1) 26"
14 TYPICAL
ALTERNATE 3 PLACES

MIDDLE PHASE

POSITION

PLAN VIEW ELEVATION VIEW
MAXIMUM LINE ANGLE:
556- 20°

FOR ANGLES GREATER THAN

LISTED, USE DOUBLE DE OR LINE
& BUCK CONSTRUCTION
1283H3H-FG
I
UJ
0 0
0 ::.::
0 0
I-
(/)
:J
UJ
a:

E220.38
-
- E415.18
E345.07
E734.77
E734.38
E734.74
E313.13
RENUMBERED SHEETS, DELETED SHEET 3, ADDED FIBERGLASS CROSSARM SHEET 4 OF 4 City of Redding
Electric Utility DES/REV
/JCR

ELECTRIC CONSTRUCTION STANDARD
12KV HEAVY SINGLE ARM TANGENT

FIBERGLASS CROSSARM

DATE REVISED
07/11/89 12/29/21
DWG.NO.

CS2120
Packet Pg. 1235 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1236
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1237
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1238
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1239
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1240
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract w w rn rn ~ ~
a: J: J:
w a.. a..
cc w w ::aE _J
eJ w
:::> a: z z J:
::aE U5 Iw
!::: QTY. QTY.
1 2 2
2 2 2
3 4 4
4 2 3
5 2 3
6 2 3
7 2 2
8 2 2
9 10 10
10 6 6
11 10 10
12 4 4
13 4 4
14 4 4
15 4 4
16 2 2
City of Redding
Electric Utlllty
12DD2H3L
12DD3H3L

I LIST OF MATERIALS I
w
0 0
0 ~
0 0

I- POLE TOP POSITION (/)
:::>
w (12000 VOLT CIRCUIT) a:

DESCRIPTION
CROSSARM, WOOD, 4 3/4" x 3 3/4" x 8'-0" (LIGHT) E220.48 X-ARM GAIN PLATE FOR 4 3/4" x 3 3/4" X-ARM E314.63
36" X-ARM FLAT BRACE E221.36
OVAL EYENUT 5/8" E007.12
SUSPENSION INSULATOR, 12KV E415.10
STRAIGHT STRAIN CLAMP #2 AND #4 ACSR <SIZE AS REQ'Dl
DBL. ARMING BOLT, 5/8" x LG. REQ'D
5/8" x LG. REQ'D. MACHINE BOLT
SQUARE WASHER, 5/8" x 2 1/4" E734.74
SPRING WASHER 5/8" E734.78
SQUARE NUT 5/8"
1/2" x LG. REQ'D MACHINE BOLT
ROUND WASHER 1/2" E734.69
SPRING WASHER 1/2" E734.80
SQUARE NUT, 1/2"
SIGN, CROSSARM, "HIGH VOLTAGE" (LIMITED PLASTICS #HV-1) E313.13 ADDED NEW SHEET 7 AND RENUMBERED SHEET 1OF8

DES/REV
/JCR

ELECTRIC CONSTRUCTION STANDARD
12KV LIGHT DOUBLE ARM DEAD END

WOOD ARM

DATE REVISED
07/11/89 08/11/21
DWG. NO.

CS2122
Packet Pg. 1241 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

TYPICAL
2 PLACES

PLAN VIEW

7.5"

40.5"
28"

7.5"

40.5"
12DD2H3L

TYPICAL
2 PLACES
0 @ @ 0 -..: +9"

GUY ATIACHMENT LOCATION
DETAIL 1

X-ARM V-BRACE ATIACHMENT

ELEVATION VIEW
USE WITH #4 OR #2 ACSR

NUMBERS IN BUBBLE REFER TO
ITEM NO'S. IN MATERIALS LIST
ON SHEET 1.

ADDED NEW SHEET 7 AND RENUMBERED SHEET 2 OF 8
City of Redding
Eledrlc Utlltty DES/REV
/JCR

ELECTRIC CONSTRUCTION STANDARD
12KV LIGHT DOUBLE ARM DEAD END

WOOD ARM

DATE REVISED
07/11/89 08/1 1/21
DWG. NO.

CS2122
Packet Pg. 1242 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

TYPICAL
2 PLACES

GUY ATIACHMENT LOCATION
DETAIL 1

X-ARM V-BRACE ATIACHMENT

PLAN VIEW

7.5"

40.5"
28"

7.5"

40.5"
28"
@ 0 .. t 9"
12DD3H3L

TYPICAL
2 PLACES
SEE DETAIL 1

ELEVATION VIEW
USE WITH #4 OR #2 ACSR

NUMBERS IN BUBBLE REFER TO
ITEM NO'S. IN MATERIALS LIST
ON SHEET 1.

ADDED NEW SHEET 7 AND RENUMBERED SHEET 3 OF 8
City of Redding
Electric Utility DES/REV
/JCR

ELECTRIC CONSTRUCTION STANDARD
12KV LIGHT DOUBLE ARM DEAD END

WOOD ARM

DATE REVISED
07/11/89 08/11 /21
DWG. NO.

CS2122
Packet Pg. 1243 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 12DD3H3H
I

LIST OF MATERIALS
I
w
0 0
()
~
a: ()
w 0
I- co POLE TOP POSITION CJ)
~ ::J ::J w z (12000 VOLT CIRCUIT) a: ~
w
!::: QTY. DESCRIPTION
1 2 CROSSARM, WOOD, 5 3/4" x 4 3/4" x 8'-0" (HEAVY) E220.84 2 2 X-ARM GAIN PLATE FOR 5 3/4" x 4 3/4" X-ARM E314.65
3 2 DBL. SPAN, X-ARM V-BRACE, 72" SPAN, 22" DROP E222.04 4 3 OVAL EYENUT, 3/4" E007.13
5 3 SUSPENSION INSULATOR, 12KV E415.10
6 3 STRAIGHT STRAIN CLAMP, SIZE AS REQUIRED
7 3 DBL. ARMING BOLT, 3/4" x LG. REQ'D.
8 10 SQUARE NUT 3/4"
9 10 SQUARE WASHER, 3/4", 2 1/4" x 2 1/4" 3/16" E734.75 10 6 SPRING WASHER, 3/4" E734.79
11 4 1/2" x LG. REQ'D., MACHINE BOLT
12 4 ROUND WASHER, 1/2" E734.69
13 4 SPRING WASHER, 1/2" E734.80
14 4 SQUARE NUT, 1/2"
15 1 5/8" x LG. REQ'D., MACHINE BOLT
16 1 SPRING WASHER, 5/8" E734.78
17 1 SQUARE NUT, 5/8"
18 2 SIGN, CROSSARM, "HIGH VOLTAGE" (LIMITED PLASTICS #HV-1) E313.13 ADDED NEW SHEET 7 AND RENUMBERED SHEET 4 OF 8
R
City of Redding
Electric Utility DES/REV
/JCR

ELECTRIC CONSTRUCTION STANDARD
12KV HEAVY DOUBLE ARM DEAD END

WOOD ARM

DATE REVISED
07/11/89 08/11/21
DWG. NO.

CS2122
Packet Pg. 1244 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

GUY ATTACHMENT LOCATION
DETAIL 1

X-ARM V-BRACE ATTACHMENT
12DD3H3H

PLAN VIEW

7.5"

40.5"
36"

7.5"

40.5"
36"

ELEVATION VIEW
f4\-- NUMBERS IN BUBBLE REFER TO
\::../ "- ITEM NO'S. IN MATERIALS LIST
ON SHEET 4.

ADDED NEW SHEET 7 AND RENUMBERED SHEET 5 OF 8
R
City of Redding
Electric Utlllty DES/REV
/JCR

ELECTRIC CONSTRUCTION STANDARD
12KV HEAVY DOUBLE ARM DEAD END

WOOD ARM

DATE REVISED
07/11/89 08/11/21
DWG. NO.

CS2122
Packet Pg. 1245 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract I 12D3H3H-FG I 12D2H3L-FG I 12D3H3L-FG "
w
LIST OF MATERIALS 0
0 FIBERGLASS ARM CONSTRUCTION - SHEET 7 ()
a: I- >- ~
w I > ()
!Xl CJ <( 0
:2: :J w I- I POLE TOP POSITION (/)
:::>
z :::>
:2: (12000 VOLT CIRCUIT) w
a:
w
!::: QTY. QTY. DESCRIPTION
1 1 CROSSARM, FIBERGLASS, 4 1/2" x 3 1/2" x 8'-0" (LIGHT) E220.38 2 - 1 CROSSARM, FIBERGLASS, 4" x 6" x 8'-0" (HEAVY) E220.79 3 2 - OVAL EYENUT, 5/8" E007.12
4 3 3 SUSPENSION INSULATOR, 12KV E415.10
5 3 3 STRAIGHT STRAIN CLAMP, SIZE AS REQUIRED
6 2 - MACHINE BOLT, 5/8" x LG. REQ'D.
7 8 4 - SQUARE WASHER, 5/8" x 2 1/4" E734.74
9 4 - SPRING WASHER 5/8" E734.78
10 2 2 SIGN, CROSSARM, "HIGH VOLTAGE" (LIMITED PLASTICS #HV-1) E313.13 11 2 2 MACHINE BOLT, 3/4" x LG. REQ'D.
12 2 2 CURVED WASHER 3/4"
13 2 2 SPRING WASHER, 3/4"
14 1 1 OVAL EYE NUT, 3/4"
15 1 1 SQUARE NUT 3/4"
16 2 2 SIGN CROSSARM "HIGH VOLTAGE" E313.13
17 I 12D2H3L I 12D3H3L
w
LIST OF MATERIALS 0
w w 0 (/) (/) () <( <( WOOD ARM CONSTRUCTION - SHEET 8 ~ a: I I w a... a... ()
!Xl w w 0
:2: _J POLE TOP POSITION ICJ w (/) :::> a:
z z I :::>
:2: U5 I- (12000 VOLT CIRCUIT) w
a:
w
!::: QTY. QTY. DESCRIPTION
1 1 1 CROSSARM, WOOD, 5 3/4"x 4 3/4"x 8'-0" (HEAVY) E220.84 2 1 1 X-ARM GAIN PLATE FOR 5 3/4"x 4 3/4" X-ARM E314.65 3 1 1 DBL SPAN, X-ARM V-BRACE, 72" SPAN, 22" DROP E222.04 4 2 3 OVAL EYENUT, 3/4" E007.13
5 2 3 SUSPENSION INSULATOR, 12KV E415.10
6 2 3 STRAIGHT STRAIN CLAMP, SIZE AS REQUIRED
7 3 3 MACHINE BOLT, 3/4"x LG. REQ'D.
8 3 3 SQUARE NUT 3/4"
9 6 6 SQUARE WASHER, 3/4", 2 1/4"x 2 1/4" 3/16" E734.75 10 3 3 SPRING WASHER, 3/4" E734.79
11 2 2 1/2"x LG. REQ'D., MACHINE BOLT
12 2 2 ROUND WASHER, 1/2" E734.69
13 2 2 SPRING WASHER, 1/2" E734.80
14 2 2 SQUARE NUT, 1/2"
15 1 1 5/8" x LG. REQ'D., MACHINE BOLT
16 1 1 SQUARE WASHER, 5/8" x 2 1/4"
17 1 1 SPRING WASHER, 5/8" E734.78
18 1 1 SQUARE NUT, 5/8"
19 2 2 SIGN, CROSSARM, "HIGH VOLTAGE" (LIMITED PLASTICS #HV-1) E313.13 ADDED FIBERGLASS TABLE; ADDED NEW SHEET 7 AND RENUMBERED SHE ET6 OF7

R ELECTRIC CONSTRUCTION STANDARD
12KV SINGLE ARM DEAD END
WOOD/FlBERGLASSARM
City of Redding DES/REV I DATE I ASST. DlaECTOR - UTILITY OPERATIONS I REVISED Al DWG. NO. Electric Utlllty JCR/JCR I 09/08/15 I 7. u_/ o. lh ·fl J'I) I 08/11/21 ~ CS2122 ~ Packet Pg. 1246 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

NUMBERS IN BUBBLE REFER TO
ITEM NO'S. IN MATERIALS LIST
ON SHEET6.

TYPICAL~ 8 2 PLACES
11 PLAN VIEW LIGHT
FOR USE W/#4-#2, ALL COPPER
42 TYPICAL
2 PLACES
12D3H3L-FG
12D2H3L-FG
12D3H3H-FG

PLAN VIEW HEAVY
FOR USE W/4/0-556
42 42

GUY ATTACHMENT LOCATION

ELEVATION VIEW LIGHT ELEVATION VIEW HEAVY

END VIEW LIGHT END VIEW HEAVY
NEW SHEET; RENUMBERED SHEET70F8
R
City of Redding
Electric Utlllty DES/REV
JCR

ELECTRIC CONSTRUCTION STANDARD
12KV SINGLE ARM DEAD END

FIBERGLASS ARM

DATE ERATIONS REVISED
08/11/21
DWG. NO.

CS21 22
Packet Pg. 1247 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract NOTE:
1) X-ARM ASSEMBLY FOR USE ON THE FOLLOWING CONDUCTORS:
410 AAC
#2ACSR
#4ACSR
2) FOR CONDUCTORS WITH TENSION GREATER THAN THOSE LISTED

ABOVE, USE HEAVY DOUBLE ARM DEAD END ASSEMBLY
12D3H3L
12D2H3L
~TYPICAL
/ 3PLACES

GUY ATIACHMENT LOCATION
DETAIL 1

X-ARM V-BRACE ATIACHMENT

PLAN VIEW

7.5"

40.5"
36"

7.5"

40.5"

ELEVATION VIEW
@

TYPICAL
3 PLACES

NUMBERS IN BUBBLE REFER TO
ITEM NO'S. IN MATERIALS LIST
ON SHEET6.

ADDED NEW SHEET 7 AND RENUMBERED SHEET 8 OF 8
City of Redding
Electric Utlllty DES/REV

JCR/JCR

ELECTRIC CONSTRUCTION STANDARD
12KV SINGLE ARM DEAD END

WOOD ARM

DATE REVISED
09/08/15 08/11/21
DWG. NO.

CS2122
Packet Pg. 1248 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract NOTE4

TO PRIMARY CONDUCTOR

PREFERRED SOURCE SIDE

SIDE VIEW
22"
UPDATED INSULATORS, CHANGED SHEET 2 TO SHEET 1
or
@
or
@
28" 50"

ELECTRIC CONSTRUCTION STANDARD
12F3H1L
GUY

POSITION
or
@
SHEET 1OF2
U 12KV 3-WIRE SECTIONALIZING CUTOUT ARM
07/15/98 CS2123
DES/REV DATE Redding Electric Utility TMS/JCR DWG. NO.

Packet Pg. 1249 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract I 12F3H1L "
ITEM DESCRIPTION QUAN. CODE No.
1 9' WOOD LIGHT CROSSARM 1 E220.89
2 BRACE, FLAT 32" 2 E221.32
3 HIGH VOLTAGE SIGN 2 E313.13
4 PRIMARY JUMPER WIRE SIZE AS REQD. 15' E175.24
5 SIGN - FUSE NUMBER 4 E237.01
6 5/8" MACHINE BOLT LENGTH AS REQD. 1 E 4.10
7 5/8"x2 1 /4" SQUARE WASHER 1 E734.75
8 CRV. SQ. WASHER 5/8"x3"x3"x1/4" 1 E734.77
9 5/8" SPRING WASHER 1 E734.79
10 5/8" SQUARE NUT 1
11 1/2" MACHINE BOLT LENGTH AS REQD. 2 E 3.10
12 1/2" ROUND WASHER 4 E734.69
13 1/2" SPRING WASHER 2 E734.80
14 1/2" SQUARE NUT 2
15 1 /2"x5" LAG SCREW 1 E 1.02

CUTOUTS WILL NEED TO BE ORDERED INDEPENDENTLY (NOT PART OF ASSY) 16 1 OOAMP FUSE CUTOUT WITH 100 AMP FUSE DOOR 3 E235.66 17 200AMP FUSE CUTOUT WITH 200 AMP FUSE DOOR 3 E235.30
18 200AMP FUSE CUTOUT WITH 300 AMP SOLID BLADE 3 E235.70 NOTES:

1. SEE DWG. CS2170 FOR CLIMBING SPACE.

2. MATERIAL IS FOR CUTOUT ARM ONLY.

3. CUTOUTS MUST BE SPECIFIED SEPARATELY IN AUD SYSTEM.

4. FOR BELOW POLE TOP INSTALLATION, OFFSET MIDDLE PHASE TO X-ARM.

MATERIAL REVISION, CHANGED SHEET 3 TO SHEET 2 SHEET 2 OF 2 '" ~ ELECTRIC CONSTRUCTION STANDARD
U 12KV 3-WIRE SECTIONALIZING CUTOUT ARM
Redding Electric Utility DES/REV I DATE I El.,EClifi!IC MANAGER - ENGINEERING I REVISED /\1 DWG. NO.

TMS/JCR I 07115/98 I -A uii:; iJ, ~ ·1 J'- l/(J,/J;? I 12/18/17 L,h CS2123 ... ,,; .. l Packet Pg. 1250 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

SIDE VIEW

 


  



















 
  


 







 

  







  
12KV LINE FUSED 3-WIRE LATERAL CONSTRUCTION
  
SHEET 1 OF 2
1  12L3H2L
     

12L3H2LFR
Packet Pg. 1251 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 







































   












 
   










 

TABLE 1
TABLE 2
   

















12KV LINE FUSED 3-WIRE LATERAL CONSTRUCTION
  
SHEET 2 OF 2
1 
12L3H2L
     

12L3H2LFR
Packet Pg. 1252 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

SIDE VIEW

 















 
 









 











    










  


  

3-WIRE CONSTRUCTION
12KV FUSED TAP DOUBLE LIGHT ARM
  
SHEET 1 OF 2
1      
 
12FF3H2L
12FF3H2LFR
Packet Pg. 1253 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 



































   








 



 
   










 

TABLE 1
TABLE 2
   













 





 
 


 
   
   
  
   
   
   
* 
*
*
3-WIRE CONSTRUCTION
12KV FUSED TAP DOUBLE LIGHT ARM
  
SHEET 2 OF 2
1 12FF3H2L
     


12FF3H2LFR
Packet Pg. 1254 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

SIDE VIEW

 


















 






 
 


 

 





    


 

  
3-WIRE CONSTRUCTION
12KV FUSED TAP DOUBLE HEAVY ARM
  
SHEET 1 OF 2
2 12FF3H2H
     
 
Packet Pg. 1255 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 



























































  

























   










 

TABLE 2
   
* 
TABLE 1
   


*
*
3-WIRE CONSTRUCTION
12KV FUSED TAP DOUBLE HEAVY ARM
  
SHEET 2 OF 2
2 12FF3H2H
     


Packet Pg. 1256 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

SIDE VIEW













 








 








 
 




    



   


 



12KV FUSED TAP ALLEY ARM CONSTRUCTION
  
SHEET 1 OF 2
2  12FF3H2L
     

12FF3H2LFR
Packet Pg. 1257 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 
 


 

 
    
  




















































































   





 

 
TABLE 2
   
TABLE 1
   



 
12KV FUSED TAP ALLEY ARM CONSTRUCTION
  
SHEET 2 OF 2
2      


12FF3H2L
12FF3H2LFR
Packet Pg. 1258 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract LINE CONDUCT0
SHEET 1 OF 2
Packet Pg. 1259 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract A NEW DWlNG SHEET 2 OF 2
Packet Pg. 1260 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

LINE CONDUCTOR
12BEH3L '
SHEET 1 OF 2
Packet Pg. 1261 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 12BEH3L
SHEET 2 OF 2
Packet Pg. 1262 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

PREFERED CONSTRUCTION USING DEAD-END MATERIAL OPTION
USE SPACER ABOVE 80' SPANS

ALTERNATE BUT NOT PREFERED OPTION

ANTI-SPLIT BOLT
GUY AnACHMENT

LOCATION WHEN REQUIRED

ELEVATION VIEW

CONS'TRUCTION
Packet Pg. 1263 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1264 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract T THREE CONDUCTOR SLACK-SPAN +2 SWAN ACSR
t
UI
L
Z
(5
1 --

THREE CONDUCTOR SLACK-SPAN M SPARROW ACSR
I
I
I I I

SPAN IN FEET
-

I I I I I I
6 0 65 7 0 8 0 9 0 100 110 120

SPAN IN FEET
t2
UI
L
Z
(5
a
"'1
NOTE:
-109'
-88' UPPER CALCULATED LIMIT -+\

OF SLACK SPAN

CONSTRUCTION FOR
#2 ACSR

1. REFER TO DRAWING CS2151 FOR POLE SE'TTING CONSTRUCTION DETAILS. - I
67'
--
D 2. THIS DRAWING ASSUMES THAT THERE IS NO OTHER HORIZONTAL LOAD A'TTACHED TO 'THE POLE (ie. TELEPHONE, CABLE TV. OR TRANSMISSION). "'
r EXAMPLE:

SEE SHEET 5
I
-97' UPPER CALCULATED LIMIT --+,

OF SLACK SPAN

CONSTRUCTION FOR
#4 ACSR
,+- PREFERRED
LlMlT WITHOUT

ADDITIONAL

REINFORCEMENT
,+ PREFERRED

LIMIT WITHOUT

ADDITIONAL

REINFORCEMENT
Packet Pg. 1265 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract \
3 lii2
UI
LL
Z
d
a
1 THREE CONDUCTOR SLACK-SPAN 556 AL
UWE 2)

SPAN IN FEET
76'
I
-55'
41'
PREFERRED --+, LlMlT WITHOUT -- ADDITIONAL

REINFORCEMENT
I I I
3-
lii 2
UI
LL
Z
d
a
1 20 30 40 5 0 6 0 7 0 76 80
66'
UPPER CALCULATED LIMIT *\

OF SLACK SPAN

CONSTRUCTION FOR
556 AL
I

ADDITIONAL

REINFORCEMENT

SPAN IN FEET

1. REFER TO DRAWING CS2151 FOR POLE SEilTlNG CONSTRUCTION DETAILS.

2. MINIMUM POLE SElllNG DEPTH IS 6.5' TO ACHIVE INDICATED SPANS FOR 556 AL

3. THIS DRAWING ASSUMES THAT THERE IS NO OTHER HORIZONTAL LOAD ATTACHED TO THE POLE (ie. TELEPHONE, CABLE TV, OR TRANSMISSION). 12KV SLACK SPAN
THREE CONDUCTOR SLACK-SPAN 410 AL
87'
,+ UPPER CALCULATED LIMIT

OF SLACK SPAN

CONSTRUCTION FOR
4/0 AL
-
61'
44'
PREFERRED --+, LlMlT WlTHOUT
-
75'
Packet Pg. 1266 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract EXAMPLE:

Slack-span needs to be installed for a 65' span with #2 Swan ACSR conductor:

1. Select chart for #2 Swan ACSR conductor.

2. Draw a vertical line at 65 feet "Span in Feet" axis. (broken line)

3. Where this vertical line crosses the heavy line step function (in this case 1.5' sag) is the recommended sag for installation.

Packet Pg. 1267 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ,.

TREATED WOODEN POLE SETTING DEPTHS
POLE GOOD SOIL (CLASS 3) ROCK

LENGTH SETTING DEPTH (FEET) SETTING DEPTH
(FEET) MINIMUM* STANDARD** (FEET)*
35 5 5 1/2 4 1/2
40 5 1/2 6 41/2
45 6 6 1/2 5
50 6 1/2 7 5
55 7 7 1/2 5 1/2
60 8 8 6
65 8 1/2 8 1/2 6 1/2
70 9 9 7
75 91/2 9 1/2 7 1/2
80 10 10 8
85 10 1/2 10 1/2 8 1/2
90 11 11 9
95 11 1/2 11 1/2 9 1/2
100 12 12 10
* MINIMUM VALUES BASED ON G.O. 95 RULE 49.1.C.
** 10%+2' IS CONSIDERED INDUSTRY STANDARD.

TABLE 1
NOTES

1. Good soil is considered to be compact(ed) well graded sand and gravel, hard clay or compact(ed) well graded fine and course sand, all of which water will not stand.

2. Rock is defined as; sedimentary layered rock (hard shale, sandstone or siltstone) and bedrock. Backfill should be machine tamped gradated course and fine gravel.

3. For other soil types: contact Engineering for setting soil depths.

REVISED TABLE SHEET 1OF1

ELECTRIC CONSTRUCTION STANDARD

U SETTING DEPTHS OF TREATED WOODEN POLES
Redding Electric Utility DES/REV I DATE I ASST . .QIRECTOR - U,.Tl111TY OPERATIONS I REVISED 1\1 DWG. NO. 1JcR I 03127192 I 7/;r;i:;/J nr.~·J' 1~ sh1/1s I os1291rn fil cs2150 ~ Packet Pg. 1268 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract \
GENERAL NOTES:

1. This drawing illustrates methods of constructing 3-wire corners and T-taps, which will eliminate the need for arm guys in most cases.

2. The "square or reverse" corner (Sheets 3 and 6) is preferred (except for angles of less than 90") where phase position requirements permit its use. This type of corner provides greater climbing space than the "round" corner (Sheets 4 and 7) and minimizes the use of arm guys.

3. Two types of T-taps are shown. The location of the middle conductor on the line arm is the determining factor in locating the climbing space and should be given careful consideration when constucting T-taps.

The middle conductor should be located on the side of the pole from which the tap is taken (Sheet 9 and 12) whenever practicable in order to provide maximum climbing space and avoid the use of arm guys.

4. Installation of transformers on corner poles should be avoided.

5. Where it is necessary to cover bolts projecting into the climbing space, use a bolt cover. Attach with 6d common galvanized nails.

6. To attach disc type insulators to thru bolts or space bolts use eye nut. To attach clevis type insulators to thru bolts use extra nuts as shown.

7. Climbing Space Obstructions.
(a) Crossarms and their supporting members are allowed in climbing spaces. (b) Suitably protected vertical conductors attached to surfaces of poles, and guys (exce t guys contacting metal pins or deadend hardware) are allowed in climbing space provided not more t 1 an two guys 18" apart and one vertical riser, run or ground wire (wood covered) are installed in any 4ft. vertical section of climbing space. Terminals or terminal fittings of risers or runs shall not be installed within the the climbing space.
(c) Strain insulators supportin line conductors of 0-750 volts at any level or conductors of 7,500-20,000 volts at the top arm level o 9 the pole, and pinlpost ty e insulators supporting line conductors of 0-20,000 volts may extend not more than one half oftheir diameter ~nto the climbing space. Strain insulators supporting line conductors of more than 750 volts (except 7,500-20,000 volts at the top arm level) and pinlpost ty e insulators supporting line conductors of more than 20,000 volts than 20,000 volts shall not exten J' into the climbing space.

8. Buckarm construction, at pole top, climbing space stops at the lower buckarm.

9. In buckarm construction, below pole top, climbing space must be maintained in the same quadrant for 4 feet above the conductors on the upper arm and 4 feet below the conductors on the lower arm of the circuit, and may not be rotated more than 90" around the pole between circuit levels that are less than 8 feet apart.

10. Where one arm must be unbalanced to maintain climbing space, and arm guying is necessary, it is preferable that the lower arm be the unbalanced arm.

11. Where the third wire is added to an existing 2 wire circuit, attach to the thru bolt by means of an eye nut if bolt is long enough to obtain proper clearance from center line of pole. If thru bolt is not long enough, replace bolt to obtain clearance, or use an extension link.

12. Bolts shall not extend more than 1" beyond the nut.

13. Sheet 14 is for REFERENCE ONLY - Preferred construction on CS2175.

14. See sheet 15 for use of light arms in buck construction.

SPELLING SHEET 1 OF 15

ELECTRIC CONSTRUCTION STANDARD

REDDING ELEGIRIC
UI'Irn

REQUIREMENTS FOR BUCKARM CONSTRUCTION
,
3 WIRE DISTRIBUTION CIRCUITS
DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED /U DWG. NO. C L ROJCBG 1 04/02/93 1 % t-.)~r Iw~/@ Packet Pg. 1269 cs2170 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

LIST OF MATERIALS
POLE TOP POSI'rION - SHEETS 3 AND 4
(1 2000 VOLT CIRCUIT)
\
UP DATED SHEET 2 OF 15

REDDING ELECTRIC
muTY
L A -

ELECTRIC CONSTRUCTION STANDARD

REQUIREMENTS FOR BUCKARM CONSTRUCTION
,
3 WIRE DISTRIBUTION CIRCUITS

DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG NO ROICBG 1 11/18/94 1 '9. vkn& Packet Pg. 1270 CS2170 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract TYPICAL +
2 PLACES

SQUARE OR REVERSE CORNER
(PLAN VIEW)
SEE DETAIL 1

SQUARE OR REVERSE CORNER
(ELEVATION VIEW)
NOTES:

1. 30" MlNlMLlM - 48" PREFERRED
@, NUMBERS IN BUBBLE REFER TO
DETAIL 1 ITEM NO'S. IN MATERIALS LIST
ON SHEET 2.

X-ARM V-BRACE ATTACHMENT

DOUBLE BRACE DETAIL
12000 VOLT CIRCUIT - POLE TOP POSITION
ADD NOTE SHEET 3 OF 15

REDOING ELECTRIC
UlIm
L A

ELECTRIC CONSTRUCTION STANDARD

REQUIREMENTS FOR BUCKARM CONSTRUCTION
DEs,R, ,
3 WIRE DISTRIBUTION CIRCUITS
DATE I ASSISTNT DIRECTOR - DISTRIBUTION 1 REVISED DWG NO.

RO/CBG 1 11/18/94 1 c - LI-y w/w/d/S\ Packet Pg. 1271 CS2170 1 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

ROUND CORNER
SEE DETAIL 2
GUY AllACHMENT LOCATION
SEE DETAIL 1
8 PLACES

ROUND CORNER
(ELEVATION VIEW) NOTES:

1. 30" MINIMUM - 48" PREFERRED
y~~k~~ @, NUMBERS IN BUBBLE REFER TO
DETAIL 1 ITEM NO'S. IN MATERIALS LIST
ON SHEET 2.

X-ARM V-BRACE ArrACHMENT

DOUBLE BRACE DETAIL
12000 VOLT CIRCUIT - POLE TOP POSITION
ADD NOTE SHEET 4 OF 15

REDDING ELECCRIC
UTIUTY
L A

ELECTRIC CONSTRUCTION STANDARD

REQUIREMENTS FOR BUCKARM CONSTRUCTION
- DEs,REv I
3 WIRE DISTRIBUTION CIRCUITS
DATE 1 ASSISTANT DIRECTOR - DISTRIBUTION I REVISED /U DWG. NO.

ROICBG 1 11/18/94 1 F\~~AW---- I\O/U IDS Packet Pg. 1272 cs21 70 ) Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

UP DATED

LIST OF MATERIALS
BELOW POLE TOP - SHEETS 6 AND 7
(12000 VOLT CIRCUIT)
SHEET 5 OF 15
33 34
35 ELECTRIC CONSTRUCTION STANDARD -R@U REQUIREMENTS FOR BUCKARM CONSTRUCTION REDDING ELECTRIC D,s,Ev I
3 WIRE DISTRIBUTION CIRCUITS
UIm DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED /U DWG. NO.

ROICBG 1 03/26/03 1 4-1fiL \OIO~/D~ cs21 70 V
;k AS REQUIRED
4 8
-
4 8
2 SQUARE NUT, 518" (JOSLYN #J8563)
SQUARE NUT, 112" (JOSLYN #J8562)
CROSSARM, WOOD, 5 314"~ 4 314% 10'-6" (HUGHES) E220.86
Packet Pg. 1273 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract r

TYPICAL
2 PLACES
.

SQUARE OR REVERSE CORNER
(PLAN VIEW)
SEE DETAIL 1
SEE DETAIL 1

SQUARE OR REVERSE CORNER
(ELEVATION VIEW)
NOTES:

1. 30" MINIMUM - 48" PREFERRED
DETAIL 1
X-ARM V-BRACE ATTACHMENT ON SHEET 2.

DOUBLE BRACE DETAIL
12000 VOLT CIRCUIT - BELOW POLE TOP
ADD NOTE SHEET 6 OF 15 ' ELECTRIC CONSTRUCTION STANDARD

REQUIREMENTS FOR BUCKARM CONSTRUCTION
REDDING ELECTRIC DEs,REv
3 WIRE DISTRIBUTION CIRCUITS
DATE ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO L ROICBG 03/26/03
- 1-
Packet Pg. 1274 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

ROUND CORNER
SEE DETAIL 1
SEE DETAIL 1

ROUND CORNER
(ELEVATION VIEW) NOTES:

1. 30" MINIMUM - 48" PREFERRED
DETAIL 1 ITEM NO'S. IN MATERIALS LIST
X-ARM V-BRACE ATTACHMENT ON SHEET 2.

DOUBLE BRACE DETAIL
12000 VOLT CIRCUIT - BELOW POLE TOP
Packet Pg. 1275 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

LIST OF MATERIALS
POLE TOP POSITION - SHEETS 9 AND 10
33 4 4 SQUARE NUT, 518" (JOSLYW #J8563)
34 8 8 SQUARE NUT, 112" (JOSLYN #J8562)
35 - - NOTUSED * AS REQUIRED
\
UP DATED SHEET 8 OF 15

REDDING ELECTRIC
UTIUTY
b A

ELECTRIC CONSTRUCTION STANDARD

REQUIREMENTS FOR BUCKARM CONSTRUCTION
,
3 WIRE DISTRIBUTION CIRCUITS
DATE I ASSISTANT DIRECTOR DISTRIBUTION I REVISED /\I DWG NO ROICBG 1 03/26/03 1 \+.%\nw I~o/. /wq/1\ Cs2170 ) - 1 \ Packet Pg. 1276 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

T TAP - PREFERRED CONSTRUCTION
(PLAN VIEW)

GUY ATTACHMENT LOCATION
SEE DETAIL 1

T TAP - PREFERRED CONSTRUCTION
(ELEVATION)
NOTES:

1. 30" MINIMUM - 48" PREFERRED

NUMBERS IN BUBBLE REFER TO
DETAIL 1 ITEM NO'S. IN MATERIALS LIST
ON SHEET 2.

X-ARM V-BRACE ATTACHMENT

DOUBLE BRACE DETAIL
12000 VOLT CIRCUIT - POLE TOP POSITION
ADD NOTE SHEET 9 OF 15

ELECTRIC CONSTRUCTION STANDARD

REQUIREMENTS FOR BUCKARM CONSTRUCTION

REDDING ELECTRIC
3 WIRE DISTRIBUTION CIRCUITS
Ln'lUTY
L V
Packet Pg. 1277 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

T TAP - ALTERNATE CONSTRUCTION
(PLAN VIEW)
SEE DETAIL 1 PLACES NPICAL
6 PLACES

T TAP - ALTERNATE CONSTRUCTION
(ELEVATION VIEW)
NOTES:

1. 30" MINIMUM - 48" PREFERRED
NPICAL
% NUMBERS IN BUBBLE REFER TO
DETAIL 1 ITEM NO'S. IN MATERIALS LIST
ON SHEET 2.

X-ARM V-BRACE ATACHMENT

DOUBLE BRACE DETAIL
12000 VOLT CIRCUIT - POLE TOP POSITION
ADD NOTE SHEET 10 OF 15

REDDING ELECTRIC
Lmm

ELECTRIC CONSTRUCTION STANDARD

REQUIREMENTS FOR BUCKARM CONSTRUCTION
,
3 WIRE DISTRIBUTION CIRCUITS
DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED /U DWG. NO L ROICBG 1 03/26/03 1 r e .\b\n*
CS2l70 j .- Packet Pg. 1278 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract UP DATED SHEET11 OF15

LIST OF MATERIALS
(1 2000 VOLT CIRCUIT)

REDDING ELECTRIC
33 34
35 ELECTRIC CONSTRUCTION STANDARD

REQUIREMENTS FOR BUCKARM CONSTRUCTION
,
3 WIRE DISTRIBUTION CIRCUITS
* AS REQUIRED
4 8
-
b UI'Irn
4 8
2 DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED /\I DWG. NO ROJCBG 1 03/26/03 1 c&- K\-,y hD/&/aqm CS2170 / V
SQUARE NUT, 518" (JOSLYN #J8563)
SQUARE NUT, 112 (JOSLYN #J8562)
CROSSARM, WOOD, 5 314~ 4 314"~ 10'-6" (HUGHES) E220.86
Packet Pg. 1279 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

T TAP - PREFERRED CONSTRUCTION
(PLAN VIEW)
GUY AllACHMENT LOCATION
SEE DETAIL 1

T TAP - PREFERRED CONSTRUCTION
(ELEVNION VIM)
NOTES:

1. 30" MINIMUM - 48" PREFERRED

NUMBERS IN BUBBLE REFER TO
DETAIL 1 ITEM NO'S. IN MATERIALS LIST
X-ARM V-BRACE AllACHMENT ON SHEET 2.

DOUBLE BRACE DETAIL
12000 VOLT CIRCUIT - BELOW POLE TOP
ADD NOTE SHEET 12 OF 15

REDDING EUECTRIC
mlm

ELECTRIC CONSTRUCTION STANDARD

REQUIREMENTS FOR BUCKARM CONSTRUCTION
DEs,REv I
3 WIRE DISTRIBUTION CIRCUITS
DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED /U DWG NO.

L ROICBG 1 03/26/03 1 !04/1\ CS2170 ) V
Packet Pg. 1280 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

T TAP - ALTERNATE CONSTRUCTION
(PLAN VIEW)

TYPICAL
4 PLACES

TYPICAL
6 PLACES
GUY AlTACHMENT LOCATION
SEE DETAIL 1

T TAP - ALTERNATE CONSTRUCTION
(ELEVATION VIEW)
NOTES:

1. 30" MINIMUM - 48" PREFERRED
@., NUMBERS IN BUBBLE REFER TO
DETAIL 1
ITEM NO'S. IN MATERIALS LIST
ON SHEET 2.

X-ARM V-BRACE AlTACHMENT

DOUBLE BRACE DETAIL
12000 VOLT CIRCUIT - BELOW POLE TOP
ADD NOTE SHEET 13 OF 15

REDDING ELECTRIC
mm
b A

ELECTRIC CONSTRUCTION STANDARD

REQUIREMENTS FOR BUCKARM CONSTRUCTION
DEs,R, I
3 WIRE DISTRIBUTION CIRCUITS
DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED /U DWG. NO.

ROICBG 1 03/26/03 1 I\o&!q a Cs2170 ) V
Packet Pg. 1281 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 0 T TAP - PREFERRED CONSTRUCTION T TAP - ALTERNATE CONSTRUCTION (PLAN VIEW) (PLAN VIEW)
NOTES:
1 .) Deadend outside conductors on space bolts and middle conductor on thru bolts.

2.) Bolt covers not required.

3.) Middle conductor and jumper must clear center line of pole a minimum distance of 15. 0 - 750 VOLT CIRCUIT
UP DATED SHEET 14 OF 15
'
REDDING ELECTRN:

UTlUTY
L A

ELECTRIC CONSTRUCTION STANDARD

REQUIREMENTS FOR BUCKARM CONSTRUCTION
,
3 WIRE DISTRIBUTION CIRCUITS
DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO ROICBG 1 03/26/03 1 C %- \L. 16 - @/&/fl& Packet Pg. 1282 CS2170 J Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

LIGHT ARM CONSTRUC'I'ION

FOR LIGHT ARM CONSTRUCTION THE FOLLOWING ITEMS SHOULD BE SUBSTITUTED FOR THE ITEMS SHOWN ON SHEET 2,3,4 AND 8,9,10. LIGHT ARM CONSTRUCTION IS ONLY ALLOWED IF USED AT POLE TOP. ALL CONSTRUCTION IN THE BELOW POLE TOP POSITION SHALL BE BUILT USING HEAVY CROSS ARM CONSTRUCTION. \
UPDATED SHEET 15 OF 15
z
5 2
3 13
21 32
33 '

REDDING ELECTRIC

ELECTRIC CONSTRUCTION STANDARD

REQUIREMENTS FOR BUCKARM CONSTRUCTION
DEs,RE, ,
3 WIRE DISTRIBUTION CIRCUITS
Kg$
Izg ZkJw
K
a
QTY.
14 4
8 4
-
-
-
z
5 b
2 3 .
13 21
32 33
LlST OF MATERIALS
POLE TOP POSITION - SHEETS 9 AND 10
(1 2000 VOLT CIRCUIT)
1 DESCRIPTION
X-ARM GAIN PLATE FOR 4 314"~ 3 314" X-ARM
BRACE, FLAT24
BOLT,LAG1/2"x41/2

NOTUSED

NOTUSED
L
w2
QTY.
4 4
8 4
-
-
-
'31 V)
3 w
K
- E220.48
E314.63
E739.81
E001.02
Kg$
Izg skJw
K
a
QTY.
13 3
6 3
-
-
-
mm
nw
2 QTY.
3 6
3 -
-
-
DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

LlST OF MATERIALS
POLE TOP POSITION - SHEETS 3 AND 4
(12000 VOLT CIRCUIT)

DESCRIPTION
CROSSARM, WOOD, 4 314"~ 3 314"~ 8'-0 (HUGHES)
X-ARM GAIN PLATE FOR 4 314"~ 3 314" X-ARM
BRACE, FLAT24
BOLT, LAG 112"x 4 112"

NOT USED

NOTUSED

NOTUSED
ROICBG 1 03/26/03 1 Fd a if- kd&!04 CS21 70
"
-0
3 w
K
E220.48
E314.63
E739.81
E001.02
Packet Pg. 1283 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract \
Bird, raptor and rodent protection shall be a consideration in the design of new and reconstructed distribution facilities.

This drawing will provide methods of constructing and/or modifying primary framing on wood pole in order to provide a 60" phase separation on primary lines or install insulated protection when phases are less than 60" in separation.

In general, within the City and within the City's urban/rural transition zones poles of higher risk are:
a Locations where birds, raptors and rodents are known to exist. a Poles that are higher than the surrounding terrain providing a vantage point for observing/hunting prey.

Pole lines that traverse open fields, farmland, orchards or rolling hills with a high prey base or near a body or water.

Corner poles and poles with equipment, risers or taps.

There are several methods used to protect against unwanted contact between energized phase conductors and/or grounded objects by birds, raptors or rodents. a Insulate all energized wires and connectors at pole locations with equipment, risers and taps.

Prevent birds from landing or perching between closely placed phase conductors.

Framing the pole to provide a 60" or greater phase separation.

Providing a safe place for birds to land and perch.

PROCEDURES

1. For rodents (squirrels, chipmunks, etc.) install insulated jumper wire, bushing covers and fuse holder covers per sheet 2.

2. On existing poles, to protect birds and raptors, use perch deterrents per sheet 3. Also install insulated jumper wire, bushing covers and fuse holder covers per sheet 2 on poles with equipment, risers or taps.

3. On new construction, to protect birds and raptors install alternate framing to provide phase spacing 60" or greater per sheet 4 and insulated jumper wire, bushing covers and fuse holder covers per sheet 2 on poles with equipment, risers or taps.

I Packet Pg. 1284 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract END VlEW

PLASTIC SPIKE-TYPE DETERRENT
SIDE VlEW

BUSHING COVER FUSE HOLDER COVER

FUSE HOLDER COVER

USED TO DISCOURAGE PERCHING BETWEEN CLOSELY
SPACED CUTOUTS OR STEEL BRACKETS. THESE
COME IN 12-INCH LENGTHS AND MUST BE CUT
BE CUT TO FIT AS INDICATED IN FIGURE 1. ATTACH

THE PLASTIC PERCH DETERRENTS BY USING
PLASTIC TIES OR LAG SCREWS.
=THESE SPIKES SHALL NOT BE USED

WHERE NESTS HAVE BEEN FOUND AS THEY CAN

PROVIDE AN ATTRACTIVE BASIS UPON WHICH TO

BUILD A NEST, AND THAT COULD BECOME
INSTALLATION LOCATION A PROBLEM. SPIKES ALSO SHALL NOT BE USED

ON POLES WHICH DO NOT PROVIDE A SAFE

LASTIC SPIKE-TYPE DETERRENT PLACE TO LAND (SUCH AS ON A CROSSARM WITH ADEQUATE SPACE OR COVER-UP).
/ Packet Pg. 1285 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

THIS GUARD BUILDS AN ELECTROSTATIC CHARGE THAT WILL GIVE A NON-LETHAL SHOCK TO ANIMALS THAT TOUCH IT. IT IS DESIGNED PRIMARILY TO DETER SQUIRRELS, AND THEREFORE, IT IS NOT RECOMMENDED AS A BlRD PROTECTION DEVICE.

1. THE TRIANGULAR PERCH DETERRENT MAY BE INSTALLED TO DISCOURAGE PERCHING BEWEEN

CLOSELY SPACED PHASES OR CUTOUTS AND CAN BE USED IN LIEU OF MOVING OR REPLACING ARMS IN RETROFIT APPLICATIONS. THE PERCH GUARD HAS ADJUSTABLE LEGS FOR 6-INCH TO 24- INCH SPACING. USE 1/4"~2-1/2" WASHER-HEAD LAG SCREWS FOR FASTENING TO THE CROSSARM.

USE wo DETERRENTS (ONE FOR EACH ARM) WITH DOUBLE CROSSARM CONSTRUCTION.

I
M MINIMUM/ 4'MAXIMUM A. <A

PERCH DETERRENT ILLUSTRATION

PERCH DETERRENT INSTALLATION EXAMPLE

USE ONE OR MORE SETS AS REQUIRED BY CONDUCTOR SPACING

PERCH DETERRENT
SHEET 3 OF 4
7 ELECTRIC CONSTRUCTION STANDARD
WILDLIFE, BlRD AND RAPTOR PROTECTION
Packet Pg. 1286 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 2"MINIMUM/ 4'MAXIMUM
8' LIGHT OR HEAW ARM

INSTALL PERCH GUARD(S)

WHEN PHASE SEPERATION
IS LESS THAN 60"

RAPTOR PROTECTION PERCH G ON EXISTING CONSTRUCTION
10' ARM (10'-6")

TANGENT ARRANGEMENT
ALTERNA-rE CONSTRUCTION
lo' ARM (10'-6")

DEAD END ARRANGEMENT

ALTERNATE CONSTRUCTION
SHEET 4 OF 4

REDIIING ELECTRIC
/ Packet Pg. 1287 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1288
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

HORIZONTAL
OVERLAP 2"
ARMORBUILT ä WILDFIRE SHIELD
~10.5'

VERTICAL SEAM
OVERLAP 3"
~10.5'
NOTES:

1. WRAP POLES FROM A MINIMUM OF 1' BELOW THE GROUND LINE TO A HEIGHT CONSISTENT WITH THE WILDFIRE THREAT (APPROX. 10.5'). ROLLS COME IN 4' WIDE SECTIONS. INSTALL THREE SECTIONS TO A HEIGHT OF APPROXIMATELY 10.5' W/OVERLAPS. ADD ADDITIONAL SECTIONS AS NECESSARY BASED ON SURROUNDING VEGETATION HEIGHT AND DENSITY. 2. RECOMMENDED FASTENER PLACEMENT: · STAPLES TO BE LAID VERTICALLY WITH A 4"-6" MAXIMUM SPACING · STAPLES SHOULD HAVE A MINIMUM 1 1/2 INCH LENGTH AND 1-INCH CROWN · GALVANIZED OR STAINLESS STAPLES SHOULD BE USED, OR 1-1 1/2" LONG, GALVANIZED

ROOFING NAILS

3. WILDFIRE SHIELD IS FLEXIBLE AND DESIGNED TO SHAPE OVER RISERS AND OTHER SURFACE MOUNTED ITEMS.

4. REINSTALL ALL POLE MARKINGS (NUMBERS, VIS STRIPS, ETC.) ON TOP OF POLE WRAP.

HORIZONTAL OVERLAP VERTICAL OVERLAP

SECURE TOP OF WRAP

WITH NAILS/STAPLES

AROUND THE

CIRCUMFERENCE

OF THE POLE

VERTICAL SEAM

STAGGERED FOR

EACH COURSE
12" 12"

FIRE WRAP FOR WOOD POLES
JCR/JCR 10/05/21 CS2310
SHEET 1 OF 1
1 UPDATED
DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/04/22
Packet Pg. 1289 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract WELDON

TOP PLATE

FINISH TYPE

WEATHERING
STEEL
NOTE5

SLIP JOINT

NEMA PAD

STAINLESS
STEEL
1-----1--..... I I
I I

I I I I

GROUNDING
PER CS2900

BUTT PLATE

W/DRAIN
HOLES

DETAIL A
NOTE3
RIU
City of Redding
Electric Utility

GENERAL NOTES

1. Use Sheets 1 and 2 to prepare request for quote. See Sheet 3 for "Ordering Options" example.

2. Steel Poles to be ordered as "wood pole equivalents" for Tier 2 and Tier 3 fire areas.

3. Standard options for all steel poles are noted in Detail A. Climbing options will be specific to each install location. Field meet will be required with Line Supervisor to determine climbing requirements for each location. Check corresponding boxes for climbing requirements.

4. Poles with Lightning Arrestors, 115kV or 12kV, shall have arrestor grounds that are separate from the other equipment grounds. When other equipment is bonded to the pole, additional attachment points are required for the separate arrestor ground.

5. Add ground pads or nuts to bond the pole sections when other equipment is present and bonded to the steel pole.

6. All field or factory drilled holes are to be silicone sealed on all weathering steel poles.

7. Due to freight costs, maximize truckloads when possible.

ORDERING OPTIONS
Customer Name:

Class Height Shape
Material I Finish
0 Concrete
D Standard
D Consult factory for color finishes
0 0
0 0
Hybrid (NewPole®)
Galvanized
Weathering Steel
Additional Option
Pole Connections
0 0
0 Slip Jointed
Butt Weld Single Piece
Flanged
Below Grade Protection (Steel)
0 Embedment Depth ____ _
0 Polyurethane (20 mils) __ _
Feet Above Ground ---- Feet Below Ground ___ _
Full Length ______ _
0 Ground Sleeve _____ _
Length---------
Thickness ______ _
Feet Above Ground ___ _

POLYURETHANE WRAP

FROM BUTT OF POLE TO
2' ABOVE GROUNDLINE

NEW DRAWING
Contact Name:

Climbing - As Required
0 0
0 Start (below pole top) ft in
Finish (above Groundline) __ ft_in
Working top of pole ft in
Holes
Size
Sp acing --------- (standard 15") __ _
Step Clips
Ladder Clips
Provide - As Required
0 0
0 Ladders
Step Bolt_ Length _Thickness_
Valmont Step
Grounding
O Ground Clip (concrete)
0 Tank Ground (Internal Concrete)
0 0.50" insert (RIVNUT)
0 Grounding Nut
0 Steel
0 Stainless Steel
0 Nema Pad
0 Steel
O Stainless Steel
SHEET 1OF3

ELECTRIC CONSTRUCTION STANDARD

DES/REV
JCR

STEEL POLE ORDERING -

WOOD POLE EQUIVALENT
DWG. NO.

CS2335
Packet Pg. 1290 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract " EXAMPLE
F7 LOCATION
F6 270° F8 FROM TOP ORIENTATION "D·
,,

OF POLE
330° 210° o· 30° so· so· 120° 150° 1so· 210° 240° 270° 300° 330° F4 F10
0° 180° 5" 13/16" 13/16"
F3 F11 8" 13/16" 13/16"
30° 150°
F2 F12 4'-0" 13/16" 13/16"
60° F1 120°
90° 5'-0" 13/16" 13/16" GV
Top View 13'-0" 13/16" 13/16"
Orientation Reference 14'-0" GND 13/16" 13/16"
HOLES1 ATTACHMENTS AND GROUNDING LOCATIONS
POLE TYPES: 12-SIDED F6
F7
270° F8
300° 240°
F5 F9
330 ENTER HOLE DIAMETER, GUY ° 210°
F4 F10 VANE, OR GROUND PROVISION
oo 180° AT EACH ELEVATION AND
F3 F11 ORIENTATION
30° 150°
F2 F12
60° F1 120° goo

LOCATION

FROM TOP ORIENTATION
OF POLE HT: CL: REU POLE#
oo 30° 60° goo 120° 150° 180° 210° 240° 270° 300° 330°
NEW DRAWING SHEET 2 OF 3

RIU ELECTRIC CONSTRUCTION STANDARD

STEEL POLE ORDERING -
WOOD POLE EQUIVALENT City of Redding DES/REV I DATE ASST DIR6CTOR - UTILITY OPERATIONS I REVISED /\J DWG.NO. Electrlc Utlltty JCR I 12/29/21 A , ,(/ /,7 , / Jt.,,.: HI I'! I LO\ CS2335 ~ Packet Pg. 1291 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

WELD ON

TOP PLATE

FINISH TYPE

WEATHERING
STEEL
NOTE 5

SLIP JOINT

NEMA PAD

STAINLESS
STEEL
1-----L--
I I
I I

I I I I

GROUNDING
PER CS2900

BUTT PLATE

W/DRAIN
HOLES

DETAIL A
NOTE3
RIU
City of Redding
Electric Utility

GENERAL NOTES
1 . Use Sheets 1 and 2 to prepare request for quote. See Sheet 3 for "Ordering Options" example.

2. Steel Poles to be ordered as "wood pole equivalents" for Tier 2 and Tier 3 fire areas.

5. Add ground pads or nuts to bond the pole sections when other equipment is present and bonded to the steel pole.

6. All field or factory drilled holes are to be silicone sealed on all weathering steel poles.

7. Due to freight costs, maximize truckloads when possible.

ORDERING OPTIONS
Customer Name: CUSTOMER Contact Name: PLANNER
Class H2 Height 70 Shape 125
Climbing - As Required
Material I Finish
0 Concrete
D Standard
D Consult factory for color finishes D
Start (below pole top) ft in
Finish (above Groundline) __ ft_ in
Working top of pole ft in
Holes
Size --------~ 0 Hybrid (NewPole®)
0 Galvanized Spacing (standard 15") __ _
l!f' Weathering Steel D Step Clips
D Additional Option D Ladder Clips
Pole Connections
ll!(' Slip Jointed
D Butt Weld Single Piece
D Flanged
Below Grade Protection (Steel)
ll!(' Embedment Depth 10% +2'
ll!(' Polyurethane (20 mils) _ _ _
Feet Above Ground -'""'2"""'--
Feet Below Ground BUTT
Full Length ______ _
D Ground Sleeve------
Length---------
Thickness ______ _
Feet Above Ground ___ _

POLYURETHANE WRAP

FROM BUTT OF POLE TO
2' ABOVE GROUNDLINE

NEW DRAWING
Provide - As Required
0 Ladders
0 0
Step Bolt _ Length _ Thickness_
Valmont Step
Grounding
O Ground Clip (concrete)
D Tank Ground (Internal Concrete)
0 0.50" insert (RIVNUT)
D Grounding Nut
D Steel
D Stainless Steel
~ Nema Pad
D Steel
13(" Stainless Steel

I EXAMPLE I
SHEET 3 OF 3

ELECTRIC CONSTRUCTION STANDARD

DES/REV
JCR

STEEL POLE ORDERING -

WOOD POLE EQUIVALENT
DWG. NO.

CS2335
Packet Pg. 1292 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

POLE REPLACEMENT GUIDELINE

1. SCOPE
A. This guide is to be used by field personnel as a tool to assist them in determining the strength of wood poles. The ultimate decision in deciding the requirement for a pole change out is with the Electric Line Supervisor.

B. This guide provides criteria when using PoleCalc software to prioritize poles for replacement or treatment.

2. DEFINITIONS and APPLICATION CRITERIA
A. Wood poles in the City of Redding service area are subject to bio-deterioration from decay, fungi and insects, which will result in a loss of structural integrity and eventually pole failure.

B. A severely decayed pole left in service can present a serious safety and reliability threat, while a prematurely replaced pole results in an unnecessary expenditure.

C. The inspection of wood poles by field personnel, although dependent on a variety of factors is subjective, is the recognized method for determining the need for pole replacement and should be continued.

D. PoleCalc software provides a methodology for measuring the percent of remaining "moment capacity" of a wood pole. Both the National Electric Safety Code (NESC) and California Public Utilities General Order 95 (G095) state that a poles moment capacity shall not go below 66% of the strength of a new pole. Both GO95 and NESC assumes the new pole strength to be the minimum strength required to support the facilities placed on the pole when first installed. If the pole was oversized when new, and the facilities on the pole has not changed, the minimum moment capacity could go below the 66% and still not require replacement.

E. The Electric Line Supervisor should use the PoleCalc results as a tool, along with other conventional methods to manage economic pole replacements.

F. Poles considered for replacement should be categorized into one of the following; 1) Immediate replacement (less than 50% capacity)
2) Review for replacement or reinforcement
3) Less than 66% moment capacity but oversized when new 4) Supplemental treatment at this time
TABLE 1
WOOD POLE REPLACEMENT CRITERIA - Minimum Percent of Remaining Moment Capacity - Immediate Replacement Review For Replacement
1) NESC Section 26, Strength Requirement refers to Overload Capacity, this is the same as Moment Capacity in this guide. 2) GO95 Section 44, Safety Factors refers to Safety Factor, this is the same as Moment Capacity in this guide.

POLE REPLACEMENT GUIDELINES
Packet Pg. 1293 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract --,-----~-~II . ~ I I
~ ~ )//' '6·-000 M1N LJ ~ $ ii
ITEM
NO.
1 2
3 4
5 6
7 8
9 /.f/ I I
//
3/8" DOWN GUY 7/16" DOWN GUY
DG-3/8 DG-7/16

STOCK ITEM
DESCRIPTION QTY CODE NO. DESCRIPTION
3/8" EHS GUY WIRE 50' E390.38 1 7/16" EHS GUY WIRE
GUY GRIP 3/8" (PREFORM) 3 E90.18 2 GUY GRIP 7/16" (PREFORM) GUY STRANDVISE 3/8" 1 E391.22 3 GUY STRANDVISE 7/16"
GUY STRANDLINK 3/8" 1 E391.28 GUY STRANDLINK 7/16"
GUY HOOK, SINGLE 1 E392.04 4 GUY EYE, WITH CLEVIS
MACH. BOLT, 5/8" x 14" 1 E5.03 5 MACH. BOLT, 3/4" x 14" WASHER, 5/8" x 2 1/4" SQ. 1 E734.74 6 WASHER, 3/4" x 3" SQ.

NUT, 5/8" 7 NUT, 3/4"
GUY GUARD 1 E391.04 8 GUY GUARD
GUY STRAIN INSULATOR 1 E393.26 9 GUY STRAIN INSULATOR
NOTES:

1. MAXIMUM WORKING STRENGTH FOR 3/8" EHS DOWN GUY IS 7700 LBS MAXIMUM WORKING STRENGTH FOR 7/16" EHS DOWN GUY IS 10,400 LBS 50% SAFETY FACTOR APPLIED PER G.O. 95

2. ANCHOR AND ROD TO BE ORDERED SEPARATELY
DG-3/8
DG-7/16
STOCK

QTY CODE
50' E390.24
3 E90.20
1 E391.26
1 E391.27
1 E392.02
2 E5.03
2 E734.77
2 1 E391.04
1 E393.26
ADDED 7/16 TABLE SHEET 1OF1
U DES/REV Redding Electric Utility CEP/JCR

ELECTRIC CONSTRUCTION STANDARD

DOWN GUY ASSEMBLY
DISTRIBUTION CIRCUITS 0 - 12KV

DATE REVISED
11/14/00 03/27/19
DWG. NO.

CS2410
Packet Pg. 1294 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract SDG-3/8
~
"L" I I
I I
I I
1 II
J I I
-~~
~ I I
ii ~ ~-- ~ 3/8" SIDEWALK GUY
SDG-3/8

ITEM STOCK
NO. DESCRIPTION QTY CODE
1 3/8" EHS GUY WIRE 40 E390.38
2 GUY GRIP 3/8" 3 E 90.18
3 GUY STRANDVISE 3/8" 1 E391.22
GUY STRANDLINK 3/8" 1 E391.28
4 GUY HOOK, SINGLE 1 E392.04
5 MACH. SOLT 5/8"X 14" 1 E5.03
6 WASHER 5/8" X 2 1/4" SQ. 1 E734.77
7 NUT 5/8" 1 E1.02
8 GUY GUARD 1 E391.04
9 GUY STRAIN INSULATOR 1 E393.26
10 GUY PIPE BRACE CLAMP 1
11 PIPE 2 1/2" GALV STEEL SCH 40 1
12 GUY PIPE BRACE FLANGE 1
NOTES:

I
~
~
"L" I I
I I
~ I I II ._: I I
~
~ I I
7/16" SIDEWALK GUY
SDG-7/16
ITEM
NO. DESCRIPTION QTY
1 7/16" EHS GUY WIRE 50'
2 GUY GRIP 7/16" (PREFORM) 3
3 GUY STRANDVISE 7/16" 1
GUY STRANDLINK 7/16" 1
4 GUY EYE, WITH CLEVIS 1
5 MACH. SOLT, 314" x 14" 2
6 WASHER, 3/4" x 3" SQ. 2
7 NUT, 3/4" 2
8 GUY GUARD 1
9 GUY STRAIN INSULATOR 1
10 GUY PIPE BRACE CLAMP 1
11 PIPE 2 1/2" GALV STEEL SCH 40 1
12 GUY PIPE BRACE FLANGE 1

1. MAXIMUM WORKING STRENGTH FOR 3/8" EHS DOWN GUY IS 7700 LBS MAXIMUM WORKING STRENGTH FOR 7/16" EHS DOWN GUY IS 10,400 LBS 50% SAFETY FACTOR APPLIED PER G.O. 95
STOCK
CODE
E390.24
E90.20
E391.26
E391.27
E392.02
E5.03
E734.77
E391.04
E393.26

2. ANCHOR AND ROD TO BE ORDERED SEPARATELY
ADDED 7/16 TABLE SHEET 1OF1
U DES/REV Redding Electric Utility CEP/JCR

ELECTRIC CONSTRUCTION STANDARD

SIDEWALK GUY ASSEMBLY
DISTRIBUTION CIRCUITS 0 - 12KV

REVISED
03/27/19
DWG. NO.

CS2415
Packet Pg. 1295 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 3" TO 6" SLOT FOR ANC. ROD
rY PLAN VIEW
TYPICAL FOR 8' AND
10' ANCHOR ROD Q
13 z
Q
18" MIN TO 24" MAX

ORIGINAL GROUND

COMPACTED SELECT BACKFILL

CONCRETE FILL
NOTE 1 and 4, SHT 2)

ANCHOR ROD

CROSS PLATE ANCHOR

PROFILE VIEW
TYPICAL FOR 8' LIGHT AND
10' HEAVY ANCHOR RODS
ANCHOR WPE REU MFG. CAT. No. MFG. CAT. No. DISCRIPTION STOCK CODE CHANCE JOSLYN LIGHT 1" DIA. X 8' ANCHOR ROD E30.08
20" CROSS PLATE ANCHOR E30.11 X20-1 J3420-1
H EAW 1 -1/4" DIA. X 10' ANCHOR ROD E30.05
24" CROSS PLATE ANCHOR E30.17 X24-1 J3524-1
Packet Pg. 1296 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract \
NOTES

1. THESE ANCHORS ARE DESIGNED FOR COMPACTED EARTH BACKFILL UNDER OPTIMUM MATERIAL, EQUIPMENT AND LABOR CONDITIONS. CONCRETE SHOULD BE USED AS A SUBSTITUTE BACKFILL MATERIAL IF ANY OF THESE ELEMENTS ARE COMPROMISED; I.E., SOlL IS TOO WET OR TOO DRY TO COMPACT, LACK OF ADEQUATE COMPACTION EQUIPMENT, TIME CONSTRAINTS, ETC. IF USING ANCHORS IN EARTH BACKFILL, FOLLOW THE ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS.

2. ANCHOR ROD AND GUY TO BE IN ALIGNMENT.

3. SELECT BACKFILL MEANS THE MOST SELECT NATIVE MATERIAL REMOVED FROM

THE EXCAVATION, RICHEST IN TOPSOIL/HLIMAS, FREE OF ROOTS, DEBRIS AND ANY ROCKS OF 1 -1/2" OR LARGER.

4. CONCRETE FILL TO BE WELL RODDED CLASS 450-C-2000 CONCRETE WITH 4" MAX. SLUMP DELIVERED TO SITE WITHIN 45 MIN. OF BATCHING. IN GENERAL, SUCH CONCRETE WILL BE A 5 SACK, 1" MAX. GRAVEL CONTENT MIX.

MAX WORKING TENSION
GENERALIZED SOlL CLASSIFICATION DESCRIPTIONS
(AS EXISTING AT THE ELEVATION OF THE ANCHOR PLATE)
3 HARD, RELATIVLY DRY TO DRY, CEMENTED; I.E. "UNDISTURBED HARDPAN". 4 CRUMBLY, SLIGHTLY TO MODERATELY DAMP, NOT EASILY FORMED INTO SHAPES; I.E. "SANDY/GRAVELLY CLAY".
5 FIRM, MOIST, CAN BE FORMED INTO SHAPES; I.E. "HIGHER CLAY CONTENT SOILS". 6 DAMP/WET/PLASTIC, EASILY FORMED INTO SHAPES; I.E. "VERY HIGH CLAY CONTENT SOILS".
7 LOOSE, NOT CAPABLE OF FORMING INTO SHAPES; I.E. "HIGH SAND/GRAVEL CONTENT SOILS".
"FORMING INTO SHAPES" MEANS BEING CAPABLE OF HAND MOLDING INTO THE SHAPE A CIGAR OR A THINNER SHAPE SIMILAR TO A PENCIL. THE SMALLER THE DIAMErER CAPABLE OF BEING SHAPED INDICATES A HIGHER CLAY CONTENT. SIMILARLY, IF THE SMALLEST DIAMETER CAPABLE OF BEING SHAPED IS FAIRLY LARGE, SUCH WOULD INDICATE A LESSER CLAY CONTENT. DURING

THE SUMMER MONTHS IT MAY BE NECESSARY TO ADD WATER TO CERTAIN SOILS TO GET A MORE ACCURATE CHECK OF SOlL CLASS. CONVERSELY, IN THE WINTER MONTHS SOME JUDICIOUS SELECTION OF DRYER EXCAVATED MATERIAL MAY BE NECESSARY TO ESTABLISH CLASSIFICATION.

SOIL

CLASSIFICATION
3 4
5 6
7 17,000 LBS.
14,500 LBS.
12,000 LBS.
9,500 LBS.
7,000 LBS.
10' HEAVY ANCHOR
22,500 LBS.
18,500 LBS.
15,000 LBS.
11,750 LBS.
9,000 LBS.

Packet Pg. 1297 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

ANCHOR TYPE

SINGLE HELIX

TWIN HELIX

NEW DRAWING
U

PROFILE VIEW

DISCRIPTION REU STOCK
1" DIA. X 8' ANCHOR ROD
8" SINGLE HELIX
1" DIA. X 8' ANCHOR ROD
8" TWIN HELIX

IDENTIFICATION TAG
(BEND TAB DOWN

AFTER INSTALLATION)
SEE NOTE 6
CODE
E30.08
E30.10
E30.08
E30.09

IDENTIFICATION TAG DETAILS

ELECTRIC CONSTRUCTION STANDARD
MFG. CAT. NO.

MACLEAN
D184-1
D-284
~-EYE
SHEET 1OF2

GUIDELINES FOR DISTRIBUTION

POWER INSTALLED SCREW ANCHORS
Packet Pg. 1298 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ,..
..

INSTALLATION

1. Soil classifications listed for use with plate and expanding anchors are not used with Power Installed Screw Anchors (PISA) because of the differences involved with PISA anchors. The basic determination of the holding strength of PISA installed anchor is dependent on the installing torque applied on the anchor. The holding strength of a twin anchor is almost double that of a single helix anchor of the same diameter when the same torque is applied. Also, the holding strength of a single 8" helix can be increased by the use of anchor rod extensions while a twin 8" helix may provide an equal or greater holding strength in the same soil but with a shorter anchor rod. The most effective utilization of the various types of PISA anchors will be obtained when the operator of the installation equipment develops a "feel" for the resisting moment of the anchor being installed in the earth with respect to the approximate torque being applied to the helix anchor. Also, familiarity with the variations in the soil characteristics in the areas involved will permit a determination of whether single or twin helix anchors should be used.

2. The following table is included as a guide for the holding strength of PISA anchors with respect to the minimum applied torque. The holding strength will normally exceed these values by a substantial margin because of the greater torque applied when driving the anchor deeper in order to position the end of the anchor rod just above the ground line.

ROD TAG MAX. WORKING TYPE OF MIN. INSTALLING MAX. INSTALLING DIA. MARKING LOAD - LBS. HELIX TORQUE - FT. LBS. TORQUE - FT. LBS.

Single 8" 2,500 7,000 1" 15M 15,000 *
Twin 8" 2,000 5,500
1" 15M 18,000 * Twin8" 2,500 5,500
* Maximum working load dependent upon screw and anchor rod assembly.

3. Most line trucks equipped with a digger motor have had a torque indicating gauge installed in the general vicinity of the digger motor control. This gauge provides a direct measurement in ft. lbs. of the installing torque applied to the hub of the helix anchor. The torque shall be used to install the anchor in accordance with the table shown in Note 2.

4. Where a torque indicating gauge is not yet available, use the torque indicator device which was developed by A.B. Chance Co. for indicating the torque applied to the hub of the helix anchor. This device is a mechanical coupling which is installed between the Kelly bar adapter and the locking dog assembly of the installing wrench. Torque values are obtained by inserting the desired number of calibrated steel pins in the device and then driving the anchor down until the steel pins are sheared. The number of pins multiplied by the shearing value of the pins determine the torque value applied to the anchor.

5. PISA anchors must be installed at a minimum depth of five times the helix diameter, i.e., 8" helix - min. depth of 5 x 8" = 40 inches, 1 O" helix - min. depth of 5 x 1 O" = 50 inches. Rod must not exceed 3 feet out of ground in any case (with new installation).

6. Anchor identification tags shall be installed on all power installed screw anchor rods when screw anchors are installed. Locate identification tag over the upper threaded portion of the anchor rod before installing the anchor rod eye nut. Normally, position the tag with the "10-15"M side up. Break off section of tag showing 1 OM rating and bend down remaining tab, as shown in the installation detail.

7. The anchor identification tag denotes the maximum working load limit of the assembly consisting of the screw anchor and the anchor rod. It also provides quick reference to the loading limits of installed anchors when subsequent Joint Pole anchoring may be involved. No correlation exists between the tag markings and the guy strand from the anchor rod to the pole. The tag markings refer only to the screw anchor and the anchor rod. CAUTION: Do not over-rate the allowable working load limit of an anchor by the incorrect use of the identification tag. Tag markings listed in the table in Note 2 are only valid if the minimum torque has been reached for the size and type of helix anchor being installed.

NEW DRAWING SHEET 2 OF 2
" ELECTRIC CONSTRUCTION STANDARD

U GUIDELINES FOR DISTRIBUTION

POWER INSTALLED SCREW ANCHORS
Redding Electric Utility DES/REV I DATE I ASSISTANT lliRECTOR - DISTRIBUTION I REVISED /\1 DWG. NO. .... JCR I 0611s117 I \I J c // I ID CS2425
- Packet Pg. 1299 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

FUSE LINKS








        
       
      
     
    
   
  
   
       
        





  











 
 




CLOSED DELTA BANK FUSING CHART

SINGLE PHASE AND OPEN DELTA FUSING CHART

THREE PHASE FUSING CHART

  
 
  

  

∅
∅ 
       


DISTRIBUTION POLE MOUNT TRANSFORMER FUSING
  
SHEET 1 OF 4
5 
     
 Packet Pg. 1300 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

NON-EXPULSION FUSE (ELF)
   ·   ·  ·  
   
   
  
  
 





 




 





DISTRIBUTION POLE MOUNT TRANSFORMER FUSING
  
SHEET 2 OF 4
4       
 Packet Pg. 1301 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

NON-EXPULSION FUSE (ELF)







        
       
      
     
    
  
   
       
        





  











 
 




CLOSED DELTA BANK FUSING CHART

SINGLE PHASE AND OPEN DELTA FUSING CHART

DISTRIBUTION POLE MOUNT TRANSFORMER FUSING
  
SHEET 3 OF 4
2 
     
 Packet Pg. 1302 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

NON-EXPULSION FUSE (ELF)
EXAMPLES:

SINGLE PHASE EXAMPLE:  SOLUTION:  OPEN DELTA EXAMPLE:   SOLUTION:    
CLOSED DELTA EXAMPLE:  
SOLUTION:    3Ø TRANSFORMER EXAMPLE: SOLUTION:

DISTRIBUTION POLE MOUNT TRANSFORMER FUSING
  
SHEET 4 OF 4
1 
     
 Packet Pg. 1303 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 18" MIN.
(TYPICAL)
7 7
8 1 2
4 5
12 13
11 6 9 10
8 6 14
15 16
3 19

SECONDARY
LEVEL

COMMUNICATION
LEVEL
17 18


NOTES:

1. Transformer Bus wiring - SEE CS2570

2. Grounding - SEE CS2900

3. Fuse sizing - SEE CS2510

4. Transformer, Bus, & Ground to be ordered separately.

5. Secondary/service riser connections see CS1230.

6. See sheets 3-6 for reduced clearance installations.

7. For connections - SEE CS2580

8. Refer to CS2560 for additional construction details when arrester installation is required.

9. See additional materials required in Table 2 on Sheet 2. 20 23
21 30"
72"
MIN.
72" NOTE 2 & 4
NOTE 1 & 4
NOTE 3
NOTE 4
10" 10"
OR
24 NOTE 9
30"
NOTE 9
NOTE 9
OR
22 

JLB/WCH 02/22/95 CS2530



ADDED WILDLIFE, BIRD AND RAPTOR PROTECTION & UPDATED TITLE BLOCK & CAD STANDARDS DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21

NOTE 9 
Packet Pg. 1304 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ITEM DESCRIPTION QUANTITY CODE NO.
1 2
3 4
5 6
7 8
9 10
11 12
CROSSARM, 8 LIGHT
POLE, LIGHT GAIN 2 9-63
CUTOUT, 100 AMP
BOLT, MACHINE 5/8"x 16"
WASHER, SQUARE 2 1/4"x 5/8"
BARE WIRE, #6 SOLID CU

SIGN, CROSSARM HIGH VOLTAGE

BOLT, COVERS

PIERCING CONNECTOR (SIZE AS REQ'D)
BRACE, FLAT 28"
1 1
2 1
3 20 FT.
2 2
2 3
2 E220.48
E314.63
E235.66
E4.12
E734.74
E313.13
E4.10
E541.11
E3.07
BOLT, LAG 1/2"x 4 1/2"
13 2 E734.69
WASHER, SPRING 5/8" 3 E734.78
BOLT, MACHINE 1/2"x 5" 2
14 15
16 WASHER, ROUND 1/2"
WASHER, DC 1/2"
1 E1.02
2 17 "K" TYPE FUSE (SIZE AS REQ'D) 2
18 CLAMP, HOT TOP GH-101 (FOR 4/0 OR SMALLER) 2 E20.30
CLAMP, HOT TOP GH-102AC (FOR 556 OR LARGER) 2 E20.29
E739.81
E734.35
BOLT, MACHINE 5/8"x 12"
19 WASHER, ALUMINUM CURVED 5/8" WC33-6
OR
E734.28
-
- *

INCLUDES BOLTS AND/OR NUTS
*
*
*
2 **
* *
SEE CS2510 SHEET 2 FOR REQUIREMENTS IN FIRE AREAS
**
ITEM DESCRIPTION QUANTITY CODE NO.
20 21
23 24

BUSHING COVERS
FUSE HOLDER COVER (100A OR 200A)

PERCH DETERENT

ELECTROSTATIC ANIMAL GUARD
2 2
1 E771.04
E771.05
-
NOTE: ADDITIONAL WILDLIFE, BIRD AND RAPTOR PROTECTION FOR ALL ASSEMBLY POLES LOCATED IN TIER 2 OR 3 FIRE THREAT ZONES. AUD ASSY 12T2HFR.

E220.30


-
22 COVERED WIRE, #6 SOLID CU 20 FT. E175.27


JLB/WCH 02/22/95 CS2530


ADDED WILDLIFE, BIRD AND RAPTOR PROTECTION TABLE, CHANGED ITEM 7, UPDATED TITLE BLOCK & CAD STANDARDS DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21


Packet Pg. 1305 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 10" MIN.
18" MIN.
(TYPICAL)
NOTE 1&4
NOTE 2&4
NOTE 3
30"
7 3 4 5 6
NOTE 4
72"

SECONDARY
LEVEL

COMMUNICATION
LEVEL
72"
MIN.
1 2
8 9


NOTES:

1. Nonpreferred construction - to be used only to prevent transmission pole change out when construction on CS2530 sheet 5 is not possible. Not allowed in T2/T3 Fire Threat Areas.

2. Transformer Bus wiring - SEE CS2570

3. Grounding - SEE CS2900

4. Fuse sizing - SEE CS2510

5. Transformer, Bus, & Ground to be ordered separately.

6. Secondary/service riser connections - SEE CS1230.

7. For connections - SEE CS2580

8. Arrester installation is not recommended for this type of transformer installation. 

JLB/WCH 02/22/95 CS2530



UPDATED NOTES & TITLE BLOCK & CAD STANDARDS

DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21 Packet Pg. 1306 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ITEM DESCRIPTION QUANTITY CODE No.
1 BUSHING BAIL CLIPS (FUSE AS REQ'D) 2 E240.01
2 COVERED WIRE, #4 SOLID CU 10 FT.
3 5/8" x 12" MACHINE BOLT (OR AS REQ'D) 2 E4.10
4 5/8"x 2 1/4" SQUARE WASHER 2 E734.74
5 5/8" DOUBLE COIL SPRING LOCKWASHER 2 E734.78
6 INSULATED BOLT COVER 2 E541.11
7 PIERCING CONNECTOR (SIZE AS REQ'D) 3
8 ELF-LR (LIQUID REPLACEMENT FUSE (SIZE AS REQ'D) 2
CLAMP (556 OR LARGER PRIMARY)
9 CLAMP (4/0 OR SMALLER PRIMARY)
2 E20.29
2 E20.30
E175.27


JLB/WCH 02/22/95 CS2530


CHANGED ITEM 2, UPDATED TITLE BLOCK & CAD STANDARDS
DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD

04/06/21 Packet Pg. 1307 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 




NOTE 4    

SECONDARY
LEVEL

COMMUNICATION
LEVEL
1 2
2 NOTE 3
9 8


NOTES:

1. Transformer Bus wiring - SEE CS2570

2. Grounding - SEE CS2900

3. Fuse sizing - SEE CS2510

4. Transformer, Bus, & Ground to be ordered separately.

5. Secondary/service riser connections - SEE CS1230

6. Must be single phase primary.

7. For connections - SEE CS2580

8. Refer to CS2560 for additional construction details when arrester installation is required.

9. This construction for reduced clearance is preferred over bushing mounted cutouts.

10. See additional materials required in Table 2, Sheet 6. 2 20
21 OR
24 NOTE 10
NOTE 10
3"
MIN 18"
10" MIN. 10" MIN.
30"
72" MIN.
72"
OR
22 

JLB/WCH 02/22/95 CS2530


ADDED WILDLIFE, BIRD AND RAPTOR PROTECTION , UPDATED TITLE BLOCK & CAD STANDARDS, ADDED TAG 2 
DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21

Packet Pg. 1308 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ITEM DESCRIPTION QUANTITY CODE No.
1 CUTOUT, 100 AMP 2 E235.66
2 BARE WIRE, #6 SOLID CU 10 FT.
3 BOLT, MACHINE 5/8" x 12" 2 E4.10
4 WASHER, ALUMINUM CURVED 5/8" WC33-6 2 E734.28
5 WASHER SPRING 5/8" 2 E734.78
6 BOLT COVERS 2 E541.11
7 PIERCING CONNECTOR (SIZE AS REQ'D) 3
CLAMP, HOT TRIP GH-101 (FOR 4/0 OR SMALLER)
CLAMP, HOT TRIP GH-102 AC (FOR 556 OR LARGER)
"K" TYPE FUSE (SIZE AS REQ'D)
OR
8 2 E20.30
2 E20.29
2 -
- 9
*
SEE CS2510 SHEET 2 FOR REQUIREMENTS IN FIRE AREAS
*
*
ITEM DESCRIPTION QUANTITY CODE NO.
20 21
24 BUSHING COVERS
FUSE HOLDER COVER (100A OR 200A)

ELECTROSTATIC ANIMAL GUARD
2 2
E771.04
E771.05
-
NOTE: ADDITIONAL WILDLIFE, BIRD AND RAPTOR PROTECTION FOR ALL ASSEMBLY POLES LOCATED IN TIER 2 OR 3 FIRE THREAT ZONES. AUD ASSY 12T2S1FR. 

22 COVERED WIRE, #6 SOLID CU 10 FT. E175.27
-


JLB/WCH 02/22/95 CS2530


ADDED WILDLIFE, BIRD AND RAPTOR PROTECTION TABLE, CHANGED ITEM 2, UPDATED TITLE BLOCK & CAD STANDARDS 
DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21

Packet Pg. 1309 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 10" MIN.
30"
NOTE 1&6
NOTE 2&4
NOTE 3
30"
7 1 2
4 5
11 12
6 9 10
8 6
13 14 15
3 NOTE 4 18
72"

SECONDARY
LEVEL

COMMUNICATION
LEVEL
72"
MIN
16 12


TYP.

NOTE 5
TYP.

TYP.

NOTES:

1. Transformer Bus wiring - SEE CS2570

2. Grounding - SEE CS2900

3. Fuse sizing - SEE CS2510

4. Transformer, Bus, & Ground to be ordered separately.

5. Secondary/service riser connections see CS1230.

6. For connections - SEE CS2580

7. Refer to CS2560 for additional construction detail when arrester installation required.

8. Additional materials required, see Table 2, Sheet 2. 7 22
20 19
OR
NOTE 8 23
OR
21 OR
21 

BK/WCH 04/03/03 CS2540


DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21

ADDED WILDLIFE, BIRD AND RAPTOR PROTECTION & UPDATED TITLE BLOCK & CAD STANDARDS 

Packet Pg. 1310 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ITEM DESCRIPTION QUANTITY CODE NO.
1 2
3 4
5 6
7 8
9 10
11 12
CROSSARM, 9' LIGHT

POLE, LIGHT GAIN
CUTOUT, 100 AMP
BOLT, MACHINE 5/8"x 16"
WASHER, SQUARE 2 1/4"x 5/8"
BARE WIRE, #6 SOLID CU

SIGN, CROSSARM HIGH VOLTAGE

BOLT, COVERS
BRACE, FLAT 28"
1 1
3 1
2 30 FT.
2 2
2 2
E220.89
E314.63
E235.66
E4.12
E734.74
E313.13
E4.10
E541.11
E3.07
BOLT, LAG 1/2"x 4 1/2"
13 2 E734.69
WASHER, SPRING 5/8" 3 E734.78
BOLT, MACHINE 1/2"x 5" 2
14 15
16 WASHER, ROUND 1/2"
WASHER, DC 1/2"
1 E1.02
2 "K" TYPE FUSE (SIZE AS REQ'D)
17 3
CLAMP, HOT TAP GH-101 (FOR 4/0 OR SMALLER)
OR
1 E20.30
CLAMP, HOT TAP GH-102AC (FOR 556 OR LARGER) 1 E20.29
E739.81
E734.35
BOLT, MACHINE 5/8"x 12"
18 WASHER, ALUMINUM CURVED 5/8" WC33-6 E734.28
- *

INCLUDES BOLTS AND/OR NUTS
*
*
*
1 **
** SEE CS2510 SHEET 2 FOR REQUIREMENTS IN FIRE AREAS
**
ITEM DESCRIPTION QUANTITY CODE NO.
19 20
22 23

BUSHING COVERS
FUSE HOLDER COVER (100A OR 200A)

PERCH DETERENT

ELECTROSTATIC ANIMAL GUARD
3 3
1 E771.04
E771.05
-
NOTE: ADDITIONAL WILDLIFE, BIRD AND RAPTOR PROTECTION FOR ALL ASSEMBLY POLES LOCATED IN TIER 2 OR 3 FIRE THREAT ZONES.

E220.30


21 COVERED WIRE, #6 SOLID CU 30 FT. E175.27
-


BK/WCH 03/04/03 CS2540


DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21
ADDED WILDLIFE, BIRD AND RAPTOR PROTECTION TABLE, CHANGED ITEM 7, UPDATED TITLE BLOCK & CAD STANDARDS 

Packet Pg. 1311 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 30"
30"
4 8
1 2
5 6
12 13
6 7 10
9 7
14 15 16 3
11 72"

SECONDARY
LEVEL

COMMUNICATION
LEVEL
72"
MIN
18 

TYP.

TYP.

TYP.
17 10" MIN.

NOTE 3
NOTES:

1. Transformer Bus wiring - See Sheet 2

2. Grounding - See CS2900

3. Fuse sizing - See CS2510

4. Transformer, Bus, & Ground to be ordered separately.

5. Secondary/service riser connections - See CS1230.

6. For connections - See CS2580

7. The larger (KVA) transformer is known as the Lighting or Lighter transformer, and the smaller transformer is known as the Power transformer.

8. Refer to CS2560 for additional construction details when arrester installation in required.

9. Additional materials required, see Table 2, Sheet 2. 8 22
19 20
OR
NOTE 9 23
NOTE 9
NOTE 9
OR
21 OR
21 

BK/WCH 04/03/03 CS2541


DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21

ADDED WILDLIFE, BIRD AND RAPTOR PROTECTION & UPDATED TITLE BLOCK & CAD STANDARDS 
NOTE 9 
Packet Pg. 1312 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ITEM DESCRIPTION QUANTITY CODE NO.
1 2
3 CROSSARM, 9' LIGHT

POLE, LIGHT GAIN
CUTOUT, 100 AMP
1 1
3 1
2 45 FT.
2 2
2 2
E220.89
E314.63
E235.66
E4.12
E734.74
E313.13
E4.10
E541.11
E3.07
2 E734.69
3 E734.78
2 1 E1.02
2 3
3 E20.30
1 E20.29
E739.81
E734.35
- *

INCLUDES BOLTS AND/OR NUTS
*
*
*
CLAMP, HOT TAP GH-102AC (FOR 556 OR LARGER)
CLAMP, HOT TAP GH-101 (FOR 4/0 OR SMALLER)
BOLT, MACHINE 5/8"x 12"
OR
18 "K" TYPE FUSE (SIZE AS REQ'D)
WASHER, ROUND 5/8"
WASHER, ROUND 1/2"
17 16
15 BOLT, MACHINE 1/2"x 5"
WASHER, SPRING 5/8"
14 BOLT, LAG 1/2"x 4 1/2"
BRACE, FLAT 28"

BOLT, COVERS

SIGN, CROSSARM HIGH VOLTAGE
BARE WIRE, #6 SOLID CU
WASHER, SQUARE 2 1/4"x 5/8"
BOLT, MACHINE 5/8"x 16"
13 12
11 10
9 8
7 6
5 *
4 BRACKET (OPEN DELTA) K-8153 1 E9.02

FOR SIZING BUS WIRING
P
L
N
L

POWER XFMR

LIGHTING XFMR
**
** SEE CS2510 SHEET 2 FOR REQUIREMENTS IN FIRE AREAS
**
To Size L&N - Use phase and neutral load wire sizes shown in CS2570 using single phase KVA (within Delta) of lighting transformer.

To Size P - Use phase load wire size shown in CS2570 using single phase (KVA) (within Delta) of power transformer.

For Example: 10 KVA power and 75 KVA lighting transformer: From CS2570 (75 KVA) the L conductors should be 350 KCMIL and the N conductor no smaller than half size. From CS2570 (10 KVA) the P conductor and the bus wire connecting the two transformers should be #2.

ITEM DESCRIPTION QUANTITY CODE NO.
19 20
22 23

BUSHING COVERS
FUSE HOLDER COVER (100A OR 200A)

PERCH DETERENT

ELECTROSTATIC ANIMAL GUARD
4 3
1 E771.04
E771.05
-
NOTE: ADDITIONAL WILDLIFE, BIRD AND RAPTOR PROTECTION FOR ALL ASSEMBLY POLES LOCATED IN TIER 2 OR 3 FIRE THREAT ZONES.

E220.30


21 COVERED WIRE, #6 SOLID CU 45 FT. E175.27
-


BK/WCH 03/04/03 CS2541


DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21
ADDED WILDLIFE, BIRD AND RAPTOR PROTECTION TABLE, CHANGED ITEM 8, UPDATED TITLE BLOCK & CAD STANDARDS Packet Pg. 1313 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 30"
4 1 2
5 6
14 15
6 7 10
9 7
16 17 18
3 11
72"

SECONDARY
LEVEL

COMMUNICATION
LEVEL
72"
MIN
20 

TYP.

TYP.

TYP.
19 12 13 TYP.

NOTE 1,6,&7
NOTE 5 NOTE 5
10" MIN.

NOTE 1 & 4
NOTE 3
NOTE 2 & 4
30"
NOTES:

1. Transformer Bus wiring - See CS2570

2. Grounding - See CS2900

3. Fuse sizing - See CS2510

4. Transformer, Bus, & Ground to be ordered separately.

5. Secondary/service riser connections - See CS1230.

6. For connections - See CS2580

7. The larger (KVA) transformer is known as the Lighting or Lighter transformer, and is installed in the center position. The smaller transformers are known as the Power transformers.

8. Arrester installation is not recommended for this type of transformer installation.

9. Additional materials required, see Table 2, Sheet 2. 8 24
21 22
OR
NOTE 9 25
NOTE 9
NOTE 9
8 OR
23 OR
23 

BK/WCH 04/03/03 CS2542


DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21

ADDED WILDLIFE, BIRD AND RAPTOR PROTECTION & UPDATED TITLE BLOCK & CAD STANDARDS 
NOTE 9 
Packet Pg. 1314 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ITEM DESCRIPTION QUANTITY CODE NO.
1 2
3 CROSSARM, 9' LIGHT

POLE, LIGHT GAIN
CUTOUT, 100 AMP
1 1
3 1
3 60 FT.
2 2
2 2
E220.89
E314.63
E235.66
E4.12
E734.74
E313.13
E4.10
E541.11
E3.07
2 E734.69
3 E734.78
2 1 E1.02
2 3
3 E 20.30
3 E 20.29
E739.81
E734.35
- *

INCLUDES BOLTS AND/OR NUTS
*
*
*
CLAMP, HOT TAP GH-102AC (FOR 556 OR LARGER)
CLAMP, HOT TAP GH-101 (FOR 4/0 OR SMALLER)
BOLT, MACHINE 5/8"x 12"
OR
20 "K" TYPE FUSE (SIZE AS REQ'D)
WASHER, ROUND 5/8"
WASHER, ROUND 1/2"
19 18
17 BOLT, MACHINE 1/2"x 5"
WASHER, SPRING 5/8"
16 BOLT, LAG 1/2"x 4 1/2"
BRACE, FLAT 28"

BOLT, COVERS

SIGN, CROSSARM HIGH VOLTAGE
BARE WIRE, #6 SOLID CU
WASHER, SQUARE 2 1/4"x 5/8"
BOLT, MACHINE 5/8"x 16"
15 14
11 10
9 8
7 6
5 *
4 BRACKET (DELTA) 524-P-3P 1 E9.01
12 BRACKET 2 - 13 INSULATOR, PIN TYPE 2 E415.18
* * SEE CS2510 SHEET 2 FOR REQUIREMENTS IN FIRE AREAS
**
**
ITEM DESCRIPTION QUANTITY CODE NO.
21 22
24 25

BUSHING COVERS
FUSE HOLDER COVER (100A OR 200A)

PERCH DETERENT

ELECTROSTATIC ANIMAL GUARD
6 3
1 E771.04
E771.05
-
NOTE: ADDITIONAL WILDLIFE, BIRD AND RAPTOR PROTECTION FOR ALL ASSEMBLY POLES LOCATED IN TIER 2 OR 3 FIRE THREAT ZONES.

E220.30


23 COVERED WIRE, #6 SOLID CU 60 FT. E175.27
-


BK/WCH 03/04/03 CS2542


DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21
ADDED WILDLIFE, BIRD AND RAPTOR PROTECTION TABLE, CHANGED ITEM 8, UPDATED TITLE BLOCK & CAD STANDARDS Packet Pg. 1315 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 30"
4 1
5 6
14 15
7 10 11
9 7
16 17 18
3 21
72"

SECONDARY
LEVEL

COMMUNICATION
LEVEL
72"
MIN
20 

TYP.

TYP.

TYP.
19 12 13 TYP.

NOTE 1,6,7,&8
NOTE 5 NOTE 5
10" MIN.

NOTE 3
NOTE 2 & 4
2 TYP.
30"
NOTES:

1. Transformer Bus wiring - See CS2570

2. Grounding - See CS2900

3. Fuse sizing - See CS2510

4. Transformer, Bus, & Ground to be ordered separately.

5. Secondary/service riser connections - See CS1230.

6. Transformers must be reconnected internally from 120/240 to 120/208V.

7. Delta-Wye installations have equal sized transformers.

8. For connections - SEE CS2580

9. Arrester installation is not recommended for this type of transformer installation.

10. Additional materials required, see Table 2, Sheet 2. 25 23
22 OR
NOTE 10
NOTE 10
NOTE 10
26 8
8 TYP.

OR
24 OR
24 

BK/WCH 04/03/03 CS2543


DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21

ADDED WILDLIFE, BIRD AND RAPTOR PROTECTION & UPDATED TITLE BLOCK & CAD STANDARDS 
NOTE 10 
Packet Pg. 1316 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ITEM DESCRIPTION QUANTITY CODE NO.
1 2
3 CROSSARM, 9' LIGHT

POLE, LIGHT GAIN
CUTOUT, 100 AMP
1 1
3 1
3 60 FT.
2 2
2 2
E220.89
E314.63
E235.66
E4.12
E734.74
E313.13
E4.10
E541.11
E3.07
2 E734.69
3 E734.78
2 1 E1.02
2 3
3 E20.30
3 E20.29
E739.81
E734.35
- *

BOLT, COVERS

SIGN, CROSSARM HIGH VOLTAGE
BARE WIRE, #6 SOLID CU
WASHER, SQUARE 2 1/4"x 5/8"
BOLT, MACHINE 5/8"x 16"
15 14
11 10
9 8
7 6
5 *
4 BRACKET (DELTA) 524-P-3P 1 E9.01
12 BRACKET 2 - 13 INSULATOR, PIN TYPE 2 E415.18
21 WASHER, ALUMINUM CURVED 5/8" WC33-6 2 E734.28
SEE CS2510 SHEET 2 FOR REQUIREMENTS IN FIRE AREAS
**
* *
**
ITEM DESCRIPTION QUANTITY CODE NO.
22 23
25 26

BUSHING COVERS
FUSE HOLDER COVER (100A OR 200A)

PERCH DETERENT

ELECTROSTATIC ANIMAL GUARD
6 3
1 E771.04
E771.05
-
NOTE: ADDITIONAL WILDLIFE, BIRD AND RAPTOR PROTECTION FOR ALL ASSEMBLY POLES LOCATED IN TIER 2 OR 3 FIRE THREAT ZONES.

E220.30


24 COVERED WIRE, #6 SOLID CU 60 FT. E175.27
-


BK/WCH 03/04/03 CS2543


DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21
ADDED WILDLIFE, BIRD AND RAPTOR PROTECTION TABLE, CHANGED ITEM 8, UPDATED TITLE BLOCK & CAD STANDARDS Packet Pg. 1317 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 30"
30"
4 8
1 2
5 6
12 13
7 10 11
9 7
14 15 16
3 21
72"

SECONDARY
LEVEL

COMMUNICATION
LEVEL
72"
MIN
18 

TYP.

TYP.

TYP.
17 10" MIN.

NOTE 3
NOTE 4 & 7
TYP.
19 20
NOTE 2 & 4
NOTES:

1. Transformer Bus wiring - See CS2570

2. Grounding - See CS2900

3. Fuse sizing. Case by case basis. Refer to Distribution Engineering.

4. Transformer, Bus, & Ground to be ordered separately.

5. Secondary/service riser connections - See CS1230.

6. For connections - See CS2580.

7. The three phase transformer to be mounted closest to primary grouping.

8. Arrester installation is not recommended for this type of transformer installation.

9. Additional materials required, see Table 2, Sheet 2. 23 21
20 OR
NOTE 9 24
NOTE 9
NOTE 9
8 OR
22 OR
22 

BK/WCH 04/03/03 CS2544


DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD

ADDED WILDLIFE, BIRD AND RAPTOR PROTECTION & UPDATED TITLE BLOCK & CAD STANDARDS 04/06/21

NOTE 9 
Packet Pg. 1318 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 1 2
3 CROSSARM, 7' LIGHT
POLE, LIGHT GAIN 2G-63
CUTOUT, 100 AMP
1 1
2 1
3 2
2 2
2 E220.67
E314.63
E235.66
E4.12
E734.74
E313.13
E4.10
E541.11
E3.07
2 E734.69
3 E734.78
2 1 E1.02
2 2
2 E20.30
2 E20.29
E739.81
E734.35
- CLAMP, HOT TAP GH-102AC (FOR 556 OR LARGER)
CLAMP, HOT TAP GH-101 (FOR 4/0 OR SMALLER)
BOLT, MACHINE 5/8"x 12"
OR
18 "K" TYPE FUSE (SIZE AS REQ'D)
WASHER, DC 1/2"
WASHER, ROUND 1/2"
17 16
15 BOLT, MACHINE 1/2"x 5"
WASHER, SPRING 5/8"
14 BOLT, LAG 1/2"x 4 1/2"
BRACE, FLAT 28"

BOLT, COVERS

SIGN, CROSSARM HIGH VOLTAGE
WASHER, SQUARE 2 1/4"x 5/8"
BOLT, MACHINE 5/8"x 16"
13 12
11 10
9 8
7 6
5 WASHER, ALUMINUM CURVED 5/8" WT33-6
4 PIERCING CONNECTOR (SIZE AS REQ'D) 3 -
19 2 E734.28
ITEM DESCRIPTION QUANTITY CODE NO.
20 21
23 24

BUSHING COVERS
FUSE HOLDER COVER (100A OR 200A)

PERCH DETERENT

ELECTROSTATIC ANIMAL GUARD
5 3
1 E771.04
E771.05
-
NOTE: ADDITIONAL WILDLIFE, BIRD AND RAPTOR PROTECTION FOR ALL ASSEMBLY POLES LOCATED IN TIER 2 OR 3 FIRE THREAT ZONES.

E220.30
ITEM DESCRIPTION QUANTITY CODE NO.
*

INCLUDES BOLTS AND/OR NUTS
SEE CS2510 SHEET 2 FOR REQUIREMENTS IN FIRE AREAS
**
*
*
*
**
**
BARE WIRE, #6 SOLID CU 30 FT.


22 COVERED WIRE, #6 SOLID CU 30 FT. E175.27
-


BK/WCH 04/03/03 CS2544


DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
ADDED WILDLIFE, BIRD AND RAPTOR PROTECTION TABLE, CHANGED ITEM 7, UPDATED TITLE BLOCK & CAD STANDARDS 04/06/21 Packet Pg. 1319 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract TRANSFORMER 361-480VU 18120V 1Q-1201240VW 361-240VW 361-48OVW 38-277N8OV 1~ 1x1 36)(~~) 3Q-120/208V 361-240vu
(Yl (Y)

KVA KVA WITHIN DELTA OUTSIDE DELTA WITHIN DELTA OUTSIDE DELTA NOMINAL AMPS 42 2 1 36 11 19
5 l5 WIRE SIZE #2 #2 #2 #2 #2
NOMINAL AMPS 83 4 2 7 3 21 3 6 lo 30 WIRE SIZE #2 #2 #2 #2 #2 NOMINAL AMPS 125 62 108 3 1 54 l5 45 WIRE SIZE #2 #2 #2 #2 #2 NOMINAL AMPS 208 104 180 5 2 90 25 75 WIRE SIZE 2/0 #2 2/ 0 #2 #2 NOMINAL AMPS 3l3 156 271 7 8 135 37'5 112'5 WIRE SIZE 350 2/0 350 #2 #2 NOMINAL AMPS 417 2 08 3 61 104 180 50 WIRE SIZE 350 2/0 350 #2 2/0 NOMINAL AMPS 625 312 541 156 271 75 225 WIRE SIZE 2-350 350 2-350 #2 350 NOMINAL AMPS 833 417 722 208 361 loo 300 WIRE SIZE 2-350 350 2-350 2/O 350 NOMINAL AMPS I390 695 1203 347 601 167 500 WIRE SIZE 3-350 2-350 3-350 350 2-350 NOMINAL AMPS 521 9 03 250 750 WIRE SIZE 2-350 3-350
3 PHASE TRANSFORMER BANK BUS WIRING
TABLE 1

1. Wire is copper (cu) with cross linked polyethylene weather proof insulation.

2. Nominal amps is the the transformer secondary ampere rating.

3. Current carrying capacity based on:
(a) Conductor load of 125% nominal load.

Based on DS820 sheet 2 of 3.
(b) Conductor temperature of 75"c.

4. Refer to sheet 2 when all transformers are not the same size.

ARROWS INDICATE WITHIN DELTA
1x1 Individual transformer in a balanced 39 transformer bank. (xx) Total kva of the 3 individual transformer in the bank.

FIGURE 1

OVERHEAD TRANSFORMER BUS WIRING
Packet Pg. 1320 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 3 PHASE TRANSFORMER BANK BUS WIRING FOR POWER
LIGHTER SETLIPS 120/240V 3 PHASE 4 WlRE
NOTES TABLE 2

1. (XI Use compression type pin terminals to
fit into secondary terminals.

2.) (1) May substitute 1-500 with compressive
type pin terminal. POWER OUTSIDE [ALTERNATE) SPLIT BOLT AND TAPE

LIGHTER OUTSIDE POWER OUTSIDE PREFERRED
FIGURE 2

NEW TITLE BLOCK

REDDING ELECTRIC
3 PHASE BANK
5-10-5
5-15-5
5-25-5
10-15-10
10-25-10
5-37.5-5
5-50-5
10-37.5-10
15-25-15
15-37.5-15
10-50-10
10-75-10
5-75-5
5-100-5
15-50-15
15-75-15
10-167-10
5-167-5
15-100-15
15-167-15
10-100-10
25-37.5-25
25-50-25
25-75-25 - -
25-167-25

37.5-50-37.5

37.5-75-37.5 - - 37.5-167-37.5
50-75-50
50-100-50
50-167-50
75-100-75

WEATHERPROOF

INSIDE DELTA
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
2/0
2/0
2/0
2/0
2/ 0
2/ 0
2/0
350

LIGHTER OUTSIDE
#2
#2
#2
#2
#2
2/0
2/0
2/0
2/0
2/ 0
350
350
350
350
35 0
350
2-350
2-350
2-350
2-350
2-350(1I
350~
350~
350~
2-350
2-350
350~
2-350(11
2-35Ox
2-350~
2-350~
2-350~
2-500~
2-350~

COPPER WIRE SIZE

POWER OUTSIDE
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
#2
2/0
2/0
2/0
2/0
2/0
350~
350~
350x
350~
350~
350~
350~
2-350~
AS~6~~Y
TB3P-A
TB3P-B
TB3P-C
'rB3P-D
TB3P-E
'rB3P-F
TB3P-G
TB3P-H
TB3P-I
TB3P-J
TB3P-K
TB3P-L
Packet Pg. 1321 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract - TABLE 1 -

DESIGNATION OF VOLTAGE RATINGS OF WINDINGS - SINGLE PHASE TRANSFORMERS DESIGNATION OF VOLTAGE RATINGS OF WINDINGS - THREE PHASE TRAl

ITEM I DESIGNATION TYPICAL VOLTAGE RATING ITYPICAL WINDING DIAGRAM I I I ITEM
1 2
3 4
3 1 ExEl 1 4160~12.000 IISFORMERS

DESIGNATION
E
E/2E
2E/E
E/E1Y

DESCRIPIION

INDICATES A WINDING OF E VOLTS

WHICH IS SUITABLE FOR DELTA

CONNECTION ON AN E VOLT
SYSTEM.

TYPICAL VOLTAGE RATING
12,000
1 20/240
or
240/480
240/120
7200/12470Y

INDICATES A WINDING OF E VOLTS
WlTH NEUTRAL GROUNDED TO THE
TANK FOR OPERATION ON AN El

VOLT EFFECTIVELY GROUNDED
SYSTEM.

INDICATES A PERMANENTLY DELTA
CONNECTED WINDING FOR MULTIPLE OF SERIES OPERATION.

TYPICAL WINDING DIAGRAM DESCRIPTION

INDICATES A WINDING OF E VOLTS
HlCH IS SUITABLE FOR DELTA
- TABLE 2 -
u
SHEET 1 OF 5
SYSTEM

INDICATES A WINDING, THE SECTIONS

OF WHICH CAN BE CONNECTED IN

PARALLEL FOR OPERATION AT E

VOLTS OR CONNECTED IN SERIES
FOR OPERATION AT 2E VOLTS, OR
CONNECTED IN SERIES WlTH A
CENTER TERMINAL FOR 3-WIRE
OPERATION AT 2E VOLTS BETWEEN

THE EXTREME TERMINALS AND E

VOLTS BETWEEN THE CENTER

TERMINAL AND EACH OF THE
EXTREME TERMINALS.

INDICATES A WINDING HAVING A
MID-TAP AND SUITABLE FOR 3-WIRE
OPEMIION AT 2E VOLTS BETWEEN

EXTREME TERMINALS AND AT E

VOLTS BETWEEN THE MID-TAP AND

EACH OF THE EXTREME TERMINALS
(NOT RECONNECTABLE)

INDICATES A WINDING OF E VOLTS

WHICH IS SUITABLE FOR DELTA

CONNECTION ON AN E VOLT

SYSTEM OR FOR WYE CONNECTION
ON AN El VOLT SYSTEM.

Packet Pg. 1322 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract \

TRANSFORMER POLARITY

READ APPI-IED VOLTAGE READ APPLIED VOLTAGE
1 20v 1 20v

ADDITIVE POLARITY SUBTRACTIVE POLARITY
FIG. 1 FIG. 2
NOTES:
(A) TRANSFORMER POLARITY IS AN INDICATION OF THE DIRECTION OF CURRENT FLOW THROUGH THE HlGH VOLTAGE TERMINALS WITH RESPECT TO THE DIRECTION OF CURRENT FLOW

THROUGH THE LOW VOLTAGE TERMINALS AT ANY GIVEN INSTANT IN THE ALTERNATING CYCLE.
(B) BY INDUSTRY STANDARDS THE HlGH VOLTAGE TERMINALS ARE HI TO THE RIGHT AND H2 TO THE LEFT WHEN FACING THE HlGH VOLTAGE SlDE OF THE TRANSFORMER. fOR ADDITIVE POLARITY THE XI TERMINAL IS ON THE RIGHT WHEN FACING THE LOW VOLTAGE SlDE OF THE TRANSFORMER, AND FOR SUBTRACTNE POLARITY XI IS ON THE LEFT. SEE FIGS. 1 & 2. (C) BY INDUSTRY STANDARDS, ALL SINGLE PHASE DISTRIBUTION TRANSFORMERS 200 WA AND SMALLER, HAVING HlGH VOLTAGES 8660 VOLTS AND BELOW (WINDING VOLTAGE) HAVE ADDITIVE POLARITY. ALL OTHER SINGLE-PHASE TRANSFORMERS HAVE SUBTRACTIVE POLARITY. (D) TRANSFORMERS MANUFACTURED PRIOR TO ADOPTION OF PRESENT STANDARDS MAY HAVE EITHER ADDITIVE OR SUBTRACTIVE POLARITY. IF POLARlTY 1s NOT INDICATED ON THE NAMEPLATE. IT CAN BE DETERMINED BY THE FOLLOWING TEST:

1. CONNECT PNO ADJACENT HlGH AND LOW VOLTAGE TERMINALS TOGETHER AND APPLY ANY CONVENIENT LOW VOLTAGE TO THE HlGH VOLTAGE TERMINALS AS SHOWN IN FIGS. 1 AND 2.

2. MEASURE BOTH TEST VOLTAGE APPLIED AND ME INDUCED VOLTAGE APPEARING ACROSS THE HlGH AND LOW VOLTAGE TERMINALS WHICH ARE NOT CONNECTED TOGETHER, SEE FIGS. 1 AND 2.

INDUCED VOLTAGE GREATER THAN TEST VOLTAGE INDICATES ADDITIVE POLARITY. FIG. 1 :] INDUCED VOLTAGE LESS THAN TEST VOLTAGE INDICATES SUBTRACTIVE POLARITY FIG. 2 Packet Pg. 1323 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

I ADDITIVE POLARITY
7 LINE-TO-LINE VOLTAGE
I#. 120/240V.. 3-WIRE SECONDARY
or I@. 240V.. 2-WIRE SECONDARY
or 240/480V.. 3-WIRE SECONDARY I$, l20V.. 2-WIRE SECONDARY FIGURE 3 FIGURE 4
3$, DELTA-DELTA, 240/120V., 4-WIRE SECONDARY
FIGURE 5
3$. DELTA-WYE. 208Y/120V., +WIRE SECONDARY
FIGURE 6
ANEW DRAWING SHEET 3 OF 5

TRANSFORMER CONNECTIONS
Packet Pg. 1324 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

SUBTRACTIVE POLARITY

LINE-TO-LI IN E VOLTAGE
I@. 120/240V., 3-WIRE SECONDARY
or I@, 240V., 2-WIRE SECONDARY
or 240/480V.. 3-WIRE SECONDARY I@, 120V.. 2-WIRE SECONDARY FIGURE 7 FIGURE 8
3@. DELTA-DEI-TA, 240/120V., 4-WIRE SECONDARY
FIGURE 9
3fd. DELTA-WYE, 208Y/120V., 4-WIRE SECONDARY
FIGURE 10
NEW DRAWINQ SHEET 4 OF 5
Packet Pg. 1325 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1326 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 12SST3 "'
General Information: 12SSA3

1. This document specifies the requirements and preferred installation of 12KV 12SSTR3 underarm sidebreak switches. This drawing is based on Kearney switch Cat. No. US1 H21 RS. 12SSDR3

2. The switch code shown in this standard are tor the Underarm Sidebreak Switch. This switch is shipped as tangent 3-wire, and are adaptable to all 12SST3-A line configuration: e.g., angle, tangent riser, dead-end riser, alley-arm, etc.

3. The Underarm Sidebreak Switch is unitized and fully adjusted at the factory.

4. CAUTION, the Underarm Sidebreak Switch is designed and manufactured to be installed in the underarm position only; do not install this switch in the upright position. There are three reasons why the Underarm Sidebreak Switch must not be installed in the upright position; (1) the insulator skirts are facing down and it inverted they will hold water, (2) there will be no operational switch bearings because the bearings tor the rotating switch shaft/insulator are located on top of the switch base, and (3) the bell crank operation will be reversed causing the switch to operate in the opposite of the normal open/close positions.

5. The Underarm Sidebreak Switch is designed to be installed without bracing. This is accomplished by having a large (16 inch) spread between the through bolts in the pole saddle and by the use of TECO Shear Plates, installed between the pole saddle and the pole tor each of the two through bolts. COR to provide Teco Shear Plates.

6. Extension links are required tor angles (angle side only) and when the conductor size is 4/0 aluminum (1/0 copper) or larger. The angles can cause impaired clearance between the dead-end insulator and switch it an extension link is not used. The larger conductor sizes require the extension link tor conductor training purpose. All COR switches shall be furnished with extension links tor flexibility of installations.

7. The Underarm Sidebreak Switch is furnished with 30 feet of fiberglass control rod and the splices tor the fiberglass.

8. Install switch handle (bottom when opened) at a minimum of 15 feet above ground line.

9. Install control rod guides at 5 toot on center intervals.

Electrical and Mechanical Ratings
Table 1 Switch Ratings
Description Rating
Maximum Voltage 15KV
Continuous Current RatinQ 600 Amp

8.1.L. 150KV
Momentary Current 40KA
Fault Close Ratina 20KA
Table 2 Interrupter Ratings
Description Amps
Load DroooinQ - Current 600
Loop - Current 600
Cable - Charaina Current 25.0
Line - CharainQ Current 2.3
Transformer Maanetizina Current 2.6
UPDATED TITLE BLOCK AND CAD STANDARDS SHEET 1 OF7 ,..

RIU ELECTRIC CONSTRUCTION STANDARD
KEARNEY 12KV UNDERARM SIDEBREAK SWITCH
City of Redding DES/REV I DATE I ASST. DIRECTOR· UTJLITY OPERATIONS I REVISED /\J DWG. NO. Electric Utility RO/JCR I 01/02/97 I kfbtf r/Jf.f Jl. I 08/18/21 ill CS2650 ~ Packet Pg. 1327 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Table 3 Bill of Material For Installing 15KV Underarm Sidebreak Switches Item Description
1 Underarm Sidebreak Switch Assembly
2 Insulators (as Required)
3 Extension Link, 14" (Part of Switch)
4 TECO Shear Plates (2 Required)
5 Connector (as Required)
6 High Voltage sign (2 Required)
7 Switch Number
8 Deadend Attachment (as Required)
9 Bolt, Machine, 3/4" x Length (as Required)
10 Washer, Curved, Steel, Galvanized, Square, for 3/4" Bolt 11 Washer, Round, Steel, Galvanized, for 3/4" Bolt
12 Bolt, Machine, 5/8" x Length (as Required)
13 Washer, 2-1/4" Square 5/8" Bolt
14 Bolt, Space, 5/8" x Length (as Required)
15 Eyenut for 5/8" Bolt
16 Padlock
17 Insulator (as Required)
18 Washer, 4" Square, Steel, Galvanized
19 Pin for Insulator
20 5/8" Spring Washer
21 Deadend Bracket (Part of Switch Assym.)
22 Eyelet, Strand, for 3/4" bolt
23 Fiberglass Rod, 1" x 1 O" (Part of Switch Assym.)
24 Washer, Lock, 3/4" Bolt

GENERIC SWITCH REQUIREMENTS
NOTE:

1. Bill of material items shown
in this figure are common for
the various switch
configurations that follow in
this standard.

2. See CS2689 for basic switch
dimensions.

Assym.

COR Stock No. Units
E730.17
E005.XX
E734.77
E4.12
E734.74
E734.79
(") (") <(
(") (") a: a: cl->
f- <( f- 0 f-
(/) (/) (/) (/) (/)
(/) (/) (/) (/) (/)
C\J C\J C\J C\J C\J ,.- ,.- ,.- ,.- ,.-
Quanity
1 1 1 1 1
12 12 6 6
6 6 3
2 2 2 2 2
6 6 6 6 6
2 2 2 2 2
2 2 2 2 2
6 6 3 6
2 2 2 2 2
1 1 1 1 1
1 1 1 1 1
3 3 3 3 3
9 9 9 9 9
3 3 3 3 3
3 3 3 3 3
1 1 1 1 1
3 3 3
3 3 3
3 3 3
1 1 1 1 1
3 3 3
1 1
3 3 3 3 3
3 3 3
UPDATED TITLE BLOCK AND CAD STANDARDS SHEET2 OF7
RIU
City of Redding
Electric Utlllty

ELECTRIC CONSTRUCTION STANDARD
KEARNEY 12KV UNDERARM SIDEBREAK SWITCH
DES/REV DATE REVISED DWG. NO.

RO/JCR 01/02/97 08/18/21 CS2650
Packet Pg. 1328 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 72"
MIN.

City of Redding
Electric Utlllty
12SST3

THREE-WIRE TANGENT CONSTRUCTION
NOTE:

1. See Sheet 2 for common bill of material requirements.

2. The dimensions shown in this figure are as received from Kearney, and are common to the configurations on Sheets 4 through 6.

UPDATED TITLE BLOCK AND CAD STANDARDS SHEET 3 Of 7

ELECTRIC CONSTRUCTION STANDARD
KEARNEY 12KV UNDERARM SIDEBREAK SWITCH
DES/REV DATE DWG. NO.

RO/JCR 01 /02/97 CS2650
Packet Pg. 1329 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 12SSA3

THREE-WIRE ANGLE CONSTRUCTION
NOTE:

1. See Sheet 2 for common bill of material requirements.

2. The Switch can be installed in any angle installation, up to 35 degrees.

UPDATED TITLE BLOCK AND CAD STANDARDS SHEET40F7

ELECTRIC CONSTRUCTION STANDARD
KEARNEY 12KV UNDERARM SIDEBREAK SWITCH
City of Redding
Electric Utlllty DES/REV
RO/JCR
DATE DWG. NO.
01/02/97 CS2650
Packet Pg. 1330 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

THREE-WIRE TANGENT RISER CONSTRUCTION
SEE DETAIL "A"

THIS SHEET
NOTE:
1 . See Sheet 2 for common bill of material requirements.

2. For details on the riser installation, see the Riser Section of this manual.

UPDATED TITLE BLOCK AND CAD STANDARDS

ELECTRIC CONSTRUCTION STANDARD
12SSTR3
DETAIL "A"
SHEET 5 OF7
R KEARNEY 12KV UNDERARM SIDEBREAK SWITCH
City of Redding
Electric Utility DES/REV
RO/JCR
DATE DWG. NO.
01/02/97 CS2650
Packet Pg. 1331 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 12SSDR3

THREE-WIRE DEADEND RISER CONSTRUCTION

ANTI-SPLIT
33" ANTI-SPLIT
41"
46"

GUY DETAIL NOTES
DETAIL "A"
NOTE:

1. The preferred construction is to install the Underarm Sidebreak Switch in a normal tangent configuration one span before the riser. This is to eliminate pole "clutter" on the riser pole. If field conditions do not allow for a switch to be installed one span before the riser, the Underarm Sidebreak Switch may be installed as a riser switch.

2. For details on the riser installation, see the Riser Section of this manual.

3. The Switch is capable of handling 3,500# per conductor of three-wire dead-end tension.

4. See Sheet 2 for common bill of material requirements.

5. See the Guy Section for down guy assemblies.

ADDED GUY DETAIL SHEET 6Of7

ELECTRIC CONSTRUCTION STANDARD
KEARNEY 12KV UNDERARM SIDEBREAK SWITCH
City of Redding
Electric Utility DES/REV
RO/JCR
DATE
01 /02/97
REVISED DWG. NO.
08/18/21 CS2650
Packet Pg. 1332 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract SEE DETAIL "A"

THIS SHEET
NOTE:
12SST3-A
ALTERNATE THREE .. WIRE TANGENT CONSTRUCTION

1. See Sheet 2 for common bill of material
requirements.

R
City of Redding
Electrlc Utlllty
UPDATED TITLE BLOCK AND CAD STANDARDS SHEET70F7

ELECTRIC CONSTRUCTION STANDARD
KEARNEY 12KV UNDERARM SIDEBREAK SWITCH
Packet Pg. 1333 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract T TAP
(PLAN VIEW)

FIBERGWS CONTROL ROD
T TAP
(ELNA1-ION)
Packet Pg. 1334 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract (PLAN VIEW)
4 WAY
(ELEVATION)
Packet Pg. 1335 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract I yX8.2 LB CHANN.

I ' .i62,* DIA.

TOP VlEW
[~+=-~j
L~"x$' SQ. TUBE CROSSARM WlTH A MIN. STRENGTH
REQUIREMENT OF 3500 LBS. (PLUS G.O. 95/NESC

SAFER FACTOR) PER WIRE UNBALANCE ON THE TWO
OUTSIDE PHASES.

CROSSARM BRACKET DUAIL

17.5"
4-EA 13/16" DIA. HOLES

MINIMUM SWITCH RATINGS
VOLTAGE CLASS , 115 KV
110 KV

MOMENTARY CURRENT
CONT. CURRENT RATING 600 AMPS
INTERRUPTING RATING 600 AMPS

MINIMUM INTERRUPTER RA-HNGS - -

DESCRIPTION I AMPS
LOAD DROPPING - CURRENT I 600

LOOP - CURRENT

CABLE - CHARGING CURRENT

LINE - CHARGING CURRENT
VOLTAGE CLASS 15KV
NOTF:

FRONT VlEW
ALL COMPONENTS CLAMP TO CROSSARM AND CROSSARM CLAMPS TO CROSSARM BRACKET.

THESE COMPONENTS WlLL BE ASSEMBLED AT FACTORY PER THESE SPECIFICATIONS.

ALL SWITCHES WlLL BE SHIPPED PRE ADJUSTED AT FACTORY FOR PROPER OPERATION.

OPERATING HANDLE WlTH

PROVISIONS TO LOCK

HANDLE IN OPEN OR
CLOSED POSITION.

SHEET 1 OF 1 I ................................ ............................................... ..............................................
............................................ ELECTRIC CONSTRUCTION STANDARD ,
I
mv,
ED i:. 12KV UNDERARM SIDEBREAK SWITCH I
Packet Pg. 1336 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract General Notes :

FUSE CUTOUT SPECIFICATIONS
100
200
16,000
16,000

SELECTION OF CUTOUTS FOR CABLE RISERS AND LINE FUSING
Ampere Rating
Ampere Rating Kearney Fitall Cooper AB Chance
Catalog Numbers

TYPE K (TIN) FUSE LINKS (REMOVABLE BUTTONHEAD)
NOTES:

1. This drawing provides ordering and application information for Fuse Links and Fuse Cutouts.

2. Reference standard DS630.0 Guide for Distribution Circuit Fusing

1. Fuse Cutouts shall be for a 12kV effectively
grounded Y electrical system without neutral wire.

2. Fuse Cutouts shall be outdoor, overhead pole top
crossarm style with Load Buster Hooks.

3. Fuse Cutouts shall be single insulator construction.

4. Minimum interrupting capability shall be 16kA
asymmetrical.

5. Minimum BIL rating shall be 95kV.

6. Compatibility between different manufacturers for
fuse cutouts with the same rating is desired. (i.e. fuse door from one type of 100 Amp cutout should fit any
other accepted type of 100 Amp cutouts).

1. Use Solid Blade where fuses could not
coordinate.

2. Only S&C has rated its Fuse Cutout with
Solid Blades above 12,000 Amps
asymmetrical fault duty. (i.e. 16,000 Amp
momentary rating)

3. Use only S&C Solid Blade Disconnects
within 1 Mile of the substation.
* For use in 200 Amp cutout only
* * For transformer fusing only
* * * For overhead capacitor fusing only
2 * *
3 * *
6 8 * *
10 15
20 * *
25 30 * *
40 50 * * *
65 100
140 *
200 *
31002
31003
31006
31008
31010
31015
31020
31025
31030
31040
31050
31065
31100
31140
31200
FL3K2
FL3K3
FL3K6
FL3K8
FL3K10
FL3K15
FL3K20
FL3K25
FL3K30
FL3K40
FL3K50
FL3K65
FL3K100
FL3K140
FL3K200
M2KA23
M3KA23
M6KA23
M8KA23
M10KA23
M15KA23
M20KA23
M25KA23
M30KA23
M40KA23
M50KA23
M65KA23
M100KA23
M140KA23
M200KA23
Maximum
Load Current
(Amps)
Maximum Fault
Duty Asymmetrical
(Amps)
Fuse Cutout Type
100 Amp Cutout
(see sheet 2)
200 Amp Cutout
(see sheet 2)
200 Amp Cutout
W/300 Amp Solid Blade
(see sheet 2)
12,000
Note(2,3)
300
Note(1)
Stock No.
6 WILDFIRE MITIGATION FUSING FOR TIER 2/3 WILDFIRE THREAT ZONES E241.06
8 E241.08
12 E241.12
18 E241.18
20 E241.20
65 **** E237.76
100 **** E237.77
140 **** E237.78
200 **** E237.80
* * * * For use in Boric Acid Fuse Cutout for Tier 2/3 Wildfire Threat Areas 50 **** E237.75

JZB/WCH 03/26/99 CS2710


ADDED WILDFIRE MITIGATION FUSING FOR TIER 2/3 WILDFIRE THREAT ZONES TABLE & ADDED SHEET 3 DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21 Packet Pg. 1337 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 100 Amp Polymer CUTOUT W/100 Amp fuse door
(small variations between manufacturers)
Cooper version shown.
100 Amp Polymer CUTOUT W/300 Amp
solid blade disconnect
(small variations between manufacturers)
Cooper version shown.
200 Amp Polymer CUTOUT
W/200 fuse door
200 Amp Polymer CUTOUT W/300
Amp Solid Blade

FUSE HOLDER

HANGING IN
OPEN POSITION 13 7/8" 13 7/8" 7 5/8"
19" 11.5" 8.15" 4.13" to 5.16"

5.00" 13.5"

11.32"

2.63"
2 7/8" 11.5" 8.15" 4.13" to 5.16"

5.00" 13.5"

11.32"

2.63"

12.5" 7 5/8" 9.8" 10.5"

JZB/WCH 03/26/99 CS2710


REVISED 200 AMP POLYMER CUTOUTS & ADDED SHEET 3
DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21 Packet Pg. 1338 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

5.00"

17.91"

16.74" 4.13" to 5.16"2.63" 10.77" 18.13"

DETAIL A
Polymer Cutout for use in Tier 2/3 Wildfire Threat
Area with Boric Acid Fusing
Detail A

CUTOUT ORDERING INFORMATION
S&C Chance ABB Cooper
100 Amp fuse door
200 Amp fuse door
300 Amp Solid Blade
Cat.#89531R10
- 89621R9 Cat.#T700-1618 Cat.#120082- -
Cutout Description
Cat.# Not Available
E-235.66
E-235.70
N/A
N/A
N/A
100 Amp Polymer
CUTOUT With/100
Amp fuse door
Type ICX 15KV
Cat #X1JCBNLM11K
Type L
S4BAP1A
200 Amp CUTOUT
With/300 Amp
solid blade
Type XS 14.4kV
Cat.#89221R9-CD
Type C 15kV
Cat.#T710-133PB
Type ICX 15kV
Cat.#X1NCANCA31
Type HX 15kV
Cutout
Cat.#144261-022
- -
- - MacLean (MPS)
- Cat.#SC15HG212-D
-
-
-
-
-
Stock
Codes
Cat.#S4CMUP1A
Boric Acid Fuse
Cutout for Tier 2/3
Wildfire Threat Areas
E-235.55 - - - -
WCR 04/06/21 CS2710


NEW DRAWING & MOVED CUTOUT ORDERING INFORMATION FROM SHEET 1 DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD

Packet Pg. 1339 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract This drawing shows ordering information, dimensions and arrangements for pole mounted in-line switched 1200KVAR capacitor bank assembly for 12KV, 3 phase, Y-connected system, complete with junction box, cable assembly, bird caps and vacuum switches.



1. Capacitor cans shall be two bushing, 400kVAR, 95KV BIL for use on a 3 phase 3 wire system. Cooper Cat.

No. CEP370A10 or equal.

2. Cans shall have at least four series section of capacitor foil pack.

3. Cans shall not have internal fusing.

4. Capacitor cans shall contain less than 2 PPM PCB's and the name plates shall indicate "NON PCB".

5. Provide a Safety Data Sheet (SDS) for all hazardous materials with order acknowledgment.

6. Interconnection diagram between 400kVAR cans shall be as per sheet 3. Fuses and arrestors as shown on drawing are provided by others.

7. Cans and frames shall have stainless steel nameplates permanently, mechanically, attached, not glued.

8. 15kV Vacuum Switch to have 200A continuous current rating with 95kV BIL. Frame shall have multiple positions for switch installation, I.E., center switch offset position and center switch in center position.

9. Low voltage jumper cable to all switches shall have the same length.

10. Control voltage to be 120V AC. Potential transformer shall be vacuum insulated with a 100:1 turns ratio.

11. City of Redding P.O. shall be stamped on frame.

12. Bank frame will have welded steel and galvanized construction.

All capacitor sites shall be phase identified "A", "B" and "C" on the Vacuum Switch wiring harness. 

JZB/WCH 04/02/98 CS2809



CHANGED KVR TO KVAR IN TITLE

DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21
Packet Pg. 1340 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 8'-0"
CAPACITOR BANK NO.

SECONDARY
LEVEL
32" FLAT BRACE
4" 18"MIN 30" MIN. TO NEXT LEVEL

7 6
5 1

THE CAPACITOR RACK SHALL BE

BONDED TO ARRESTER GROUND

SWITCH CONFIGURATION

ON RACK VARIES BETWEEN

MANUFACTURERS

HIGH VOLTAGE
SIGN
9' CROSS
ARM
SEE CS2900 FOR

GROUNDING DETAILS
SEE CS2900

FOR GROUNDING

DETAILS A/U -
(PGN-POLE)
9 
JZB/WCH 04/02/98 CS2809


ADDED TAG #9 & CHANGED KVR TO KVAR IN TITLE

DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21
Packet Pg. 1341 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract  17 1/4" 3" MIN.

TOP VIEW


 48"
400 KVAR CAN
4 1
2 3
8 1. Control circuit shall be a separate, electrically
isolated, circuit.

2. SPU type arrester shall be used in Tier 2 & 3 for
threat zones, or near dry brush.

3. Fuse each phase with 50K fuse (in 100 amp
cutout).

4. Power supply shall be a dedicated transformer
(no other load connected). 30" MIN. TO NEXT LEVEL
SEE
DETAIL "A"
400 KVAR
CANS
SEE NOTE 1 10" MIN.
50K LINK
SEE
NOTE 3
3/4" FLEX CONDUIT 17'-0" MIN. TO GROUND
SEE CS2900
FOR

GROUNDING

DETAILS
NOTE 2

JZB/WCH 04/02/98 CS2809



UPDATED SPU ARRESTER & CHANGED KVR TO KVAR IN TITLE

DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21

Packet Pg. 1342 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 1 2
3 4
6 5
7 32" FLAT BRACE
100 AMP CUTOUT
50K LINK
CROSSARM 9'

7.65 kV ARRESTER FOR TIER 1 FIRE THREAT ZONES

3 3
1 2
3 3
3 E40.95
E220.89
E221.32
E730.20
8 COVER, INSULATED BOLT 2 E541.11
E237.50
400 KVAR CAPACITOR CANS, 2 BUSHINGS E620.04

   


VACUUM CAPACITOR SWITCHES

7.65 kV ARRESTER FOR TIER 2 & 3 FIRE THREAT ZONES 3 E40.94 8 COVERED WIRE, #4 SOLID CU 60' -
50K LINK BORIC ACID FUSE FOR TIER 2 & 3 FIRE THREAT ZONES 3 - BORIC ACID FUSE CUTOUT FOR TIER 2 & 3 FIRE THREAT ZONES 3 E235.55 E235.66

JZB/WCH 04/02/98 CS2809



UPDATED MATERIALS LIST & CHANGED KVR TO KVAR IN TITLE

DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21
Packet Pg. 1343 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1344
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1345
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE
581.00

PGN-POLE
4"MIN. 6" MIN. TGN-TXF
LO
w
lo
z
>< <(
~
6'-0" MIN.

METHOD B
(NOTE 2)
6" MIN.
4"MAX.~

MATERIAL LIST

ITEM DESCRIPTION
1 GROUND ROD, 5/8" X 8' COPPERWELD
2 GROUND ROD CLAMP
3 OAK MOULDING 1" X 8'
4 GALVANIZED STAPE WITH DRIVE STOP PROTECTIVE PAD
5 MOULDING STAPLE
6 SOUTHWIRE #4 PPC-PGW (PROOF POSITIVE COPPER

PROTECTED GROUND WIRE)
NOTE:

METHOD A
(NOTE 1)

METHODC
(NOTE 3)

QUANTITY
2 2
1 30
5 60 FT.

CODE No.

E384.02
E383.01
E382.10
E312.26
E312.28
E175.26

1. Method A is for REFERENCE ONLY. Method A was used where 25 ohms or less ground resistance was achieved by measurement. See G.O. 95-21.2.

2. Ground rods shall be separated by 6 ft. minimum in any direction.

3. Rods can be driven at an angle of 45° outward if the 6 ft distance is unattainable. However the top of the ground rods still need to be separated by approximately 2 feet.

4. All grounding devices have to be driven in native soil.

5. Install moulding to 8 feet above the finished grade.

REVISED METHOD, METHOD C, MATERIAL LIST AND NOTES
SHEET 1OF1

ELECTRIC CONSTRUCTION STANDARD

U GROUNDING OF POLE MOUNTED EQUIPMENT
05/18/93

DES/REV DATE
RO/CBG 01/08/19 CS2900
TY OPERATIONS REVISED DWG. NO. Redding Electric Utility Packet Pg. 1346 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE
FIGURE 1 - CLEARANCE FROM DRIVEWAY 512.00
5' 5' 5'

PADMOUN

EQUIPMEN
n
c:::::::J I

PRIVATE

DRIVEWAY

PRIVATE

DRIVEWAY
n UTILITY
BOX

SIDEWALK
SIDEWALK ;j APPROACH 5'

TOP VERTICAL CURB

ATTACHED S/W DETACHED S/W

STREETLIGHT STANDARDS, UTILITY POLES, GUY WIRES, UTILITY

BOXES, AND PAD MOUNT EQUIPMENT SHALL BE LOCATED NO
CLOSER THAN 5' FROM A DRIVEWAY.

FIGURE 2 - PADMOUNT CLEARANCE FROM BUILDINGS

ALTERNATE

UTILITY BOX

LOCATION

PROJECTION OF
EAVES, BALCONY, ETC.

NOTES
2&3
ACCESS
DOOR
i:::::====::::::\;;::c:=:::=========~
B \::OVERHANG I

PADMOUNT

TRANSFORMER
NOTES:

CLEAR
ZONE
_/EXTERIOR
/ BUILDING

SURFACE
EE

BUILDING SURFACE,
EAVES, BALCONY, ETC. CLEARANCE ®
NON-COMBUSTIBLE 25-2500KVA XFMR. 3'
COMBUSTIBLE 25-2500KVA XFMR. 10'
VERTICLE CLR. 10 Padmount XFMR.
30 Padmount XFMR.

REFERENCE: G.0 .128

1. Non-combustible material includes brick, clay, concrete, steel, and stone having a one hour fire resistive rating. Stucco is excluded.

2. Vertical clearance space @ above pad and clear zone must remain unobstructed for hoisting equipment on and off pad.

3. If roof overhang does not meet minimum clearances as specified in @ above, the minimum horizontal clearance from end of roof overhang to the nearest edge of the pad shall not be less than 3'. If the overhang clearances@ are met, the pad-mounted equipment may be placed under the overhang and clearance ® will be measured from building wall.

4. Customer is responsible for protection of equipment by suitable barriers per REU Dwg. CS0011.

If deemed necessary by REDDING ELECTRIC UTILITY.

5. Drainage of the area surrounding the transformer must be away from any building. ®
20'
30'

6. Clearances to building surfaces meet or exceed G.0.128 clearance requirements. SHEET 1 OF 3 REVISE FIGURE 2

ELECTRIC CONSTRUCTION STANDARD

U EQUIPMENT CLEARANCES
06/01/89
DES/REV DATE Redding Electric Utility RO/JCR
ISTRIBUTION REVISED DWG. NO.
02/19/20 CS0010
Packet Pg. 1347 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract \
/ / / / //

BUILDING LINE
PAD
5'MIN.

PAGE
512.01
If transformer is installed in alcove
side clearance must be increased
to 5' minimum.
....._ ____ _. ,__,_______ EDGE OF PAD
Doors of transformers or switchgear
must face away from building walls
or other barriers to allow for safe
working practices. If doors must
face wall, allow 8' minimum
clearance for working area.

I
/
_./ ~ WORK AREA CLEARANCE OUTLINE
FIGURE 3 - PADMOUNT WORK AREA CLEARANCE

EDGE OF PAD
5'MIN.
76"x76"
PAD

BUILDING I WALL LINE
3'MIN.
--------...-- SEE FIGURE NO. 1 SHT. 1

FOR ADDITIONAL

REQUIREMENTS
76"x76"
PAD 5'MIN.

FRONT OF PADS }
""-.~WORK AREA CLEARANCE OUTLINE ~
16'(min.) WIDE GATE
A
FIGURE 4 - WORK AREA CLEARANCE FOR DUAL 30 PADS
NOTES:
1) Doors of transformers or switchgear must face away from building walls or other barriers to allow for safe working practices. If doors must face wall, allow 8' minimum clearance for the working area. 2) The gate of a fence or enclosure may be within the 8' working clearance while the gates are closed (must maintain the 3' min. clearance), but while the gates are open the 8' min. working clearance must remain unobstructed.

UDPATED CAD STANDARDS SHEET2 OF3

ELECTRIC CONSTRUCTION STANDARD
R~U EQUIPMENT CLEARANCES
Redding Electric Utility DES/REV DATE REVISED DWG. NO.

RO/RLH 06/01/89 05/05/15 CS0010
Packet Pg. 1348 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

RETAINING
WALL-NOTE 2
NOTES:

I
I
I
3'
l
3'
L_,"'_ J

SUBSURFACE EQUIPMENT

HORIZONTAL RECTANGULAR TANK
PAGE
512.02
\_ P/L OR STRUCTURE
FIGURE 5 - SUBSURFACE EQUIPMENT WORK AREA CLEARANCE
0 C\I
I I L
__ ..:=j--- SUBSURFACE

EQUIPMENT
,_...... ___ EDGE OF SLOPE ~
(t)
3' 6'

RETAINING WALL
FIGURE 6 - SUBSURFACE EQUIPMENT ON SLOPED TERRAIN

1. If the subsurface equipment is exposed to vehicular traffic, bollards shall be installed to protect it from such vehicular traffic.

2. Retaining walls shall be provided when REU determines it is necessary to protect equipment against landslides, drainage wash, drifting sands, etc. The applicant is responsible for the installation and maintenance of the retaining walls. The retaining wall shall be designed to provide a barrier of sufficient strength and of suitable construction as to provide adequate protection and working space around the equipment. The retaining wall shall meet all local building codes and have adaquate compaction. (See CS-0020 for details)
UPDATED CAD STANDARDS SHEET3 OF3

ELECTRIC CONSTRUCTION STANDARD

EQUIPMENT CLEARANCES
05/05/15 CS0010
DES/REV DATE REVISED DWG. NO. Redding Electric Utility RO/RLH 12/04/03 Packet Pg. 1349 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE
513.00
UPD-1P
UPD-1PC

WHERE ELECTRIC EQUIPMENT IS TO BE LOCATED IN AN AREA SUBJECT TO VEHICULAR TRAFFIC, BOLLARDS SHALL BE FURNISHED AND INSTALLED BY THE CUSTOMER IN ACCORDANCE WITH THIS STANDARD.

TRAFFIC FREE ZONE /f //////////////

PADMOUNTED

D ELECTRICAL

PADMOUNTED

ELECTRICAL

CABINET
D

AB I NET

TRAFFIC FREE ZONE

PADMOUNTED

ELECTRICAL

CABINET
NOTES:

HOT STICK

WORK AREA
DOORS
REMOVABLE I c
(S:~~~~~ 2) { Df ~o WALL MOUNTED ELECTRICAL D
SERVICE AND METER L - - J b
3'-011 MAX
I· -1 PROJECTION OF

DOOR SECTION

ALL BOLLARDS WITHIN

HOT STICK WORK AREA

SHALL BE REMOVABLE

1. "D" and the distance between bollard posts shall be not exceed 42". When exposed area exceeds this distance, an intermediate post shall be added.

2. "M" shall be a minimum of 2 feet.

3. "C" is listed below per specific transformer sizes (kva): 25 to 1 OOOkva = 42" minimum 1000 to 2500kva = 47" minimum
REDRAWN SHEET 1 OF2

ELECTRIC CONSTRUCTION STANDARD

BOLLARD PLACEMENT FOR

ELECTRIC EQUIPMENT PROTECTION
DES/REV DWG. NO. Redding Electric Utility TMS/CMH CS0011 Packet Pg. 1350 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE
513.01
COR

ITEM QUANTITY DESCRIPTION CODE
CD 1 6' x 4" DIA. STEEL PIPE WITH 0.188" WALL THICKNESS E381.07 UPD-1P
® 1 30" x 5" DIA. SCHEDULE 80 PVC CONDUIT E381.09 UPD-1PC SEE NOTE 2 (>-)
SEE NOTE 2 (>-)

CONCRETE CONCRETE
RAGS !
HOLLOW
CD
N C\J
'V 'V
FINAL FINAL SEE NOTE 3
GRADE 9 GRADE 9
(o (o
I. " I ~111111111 11 11 ~ . 4 . .
1111111111111 I,, ,I 1_!
111
111
111
111
1 ~ . 4 ..
111111111111 .... .. . ... .. ... · . ... A · ; . A · ; . . .. ~r .... r · 1 1 111 ... II I llillll ,il . 11 .ill . .. ·-1 ·" . ·" . 1, llillll Ill ·.·A~" b ·.· 4 <f b (\') . A· (\') .cl • .cl . 6" CONCRETE ..., ~- 6" CONCRETE
""'
c, ·. c, :

UNDISTURBED J . 'tJ . .. 4 4

UNDISTURBED J

SOIL SOIL

PEA GRAVEL
(>-)

NON-REMOVABLE BOLLARD REMOVABLE BOLLARD
NOTES:

1. The installer shall contact Underground Service Alert (USA) at (811) at least two days prior to planned excavation.

2. A welded cap may be used in lieu of concrete cap.

3. The bollard shall be primed and painted white (not galvanized).

UPDATE TABLE SHEET20F2
U DES/REV Redding Electric Utility TMS/TAM

ELECTRIC CONSTRUCTION STANDARD

BOLLARD PLACEMENT FOR

ELECTRIC EQUIPMENT PROTECTION

DATE REVISED
04/01/85 06/06/17
DWG.NO.

CS0011 Packet Pg. 1351 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract --
EQUIPMENT CABINiT
MATERIAL: !jTEEL

TYPICAL HOLD DOWN PLATE
FINISH: CORROSION RESISTANT

TRANSFORMER MANUFACTURERS SHALL
SUPPLY 2 HOLD DOWN PLATES PER
TRANSFORMER. IF HOLD DOWN PLATE
IS LINAVAILABLE, SUBSmLm AN

APPROPRIATE SIZED SQUARE FLAT
WASHER.

EQlllPMENT TO CONCRETE PA0 TYPICAL HOD DOWN PLATE

ANCHOR BOLT, WEDGE

WEDGE ANCHOR
Packet Pg. 1352 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

BAY-O-NET FUSES (TYP)
7 OIL LWEL INDICATOR

DRIP SHIELD NAMEPLATE

TREADED LIFTING PRESSURE RELIEF VALVE

EYE (TYP)

OIL FILL PLUG

HIGH VOLTAGE BUSHING LOW VOLTAGE BUSHING (TYP)

WELL (LOADBREAK TYPE)
BONDING WIRE (SEE SPEC.)
H3-a H3-b

GROUNDING STUD (CASE)

GROUND PAD

PARKING STAND (TYP)

DRAIN PLUG/OIL SAMPLER

PENTA-HEAD BOLT - PADLOCK HASP

TERMINAL ARRANGEMENT
HIA H2A H3A H3B H2B HIB

REDDING ELECTRIC
UTlUTY

SCHEMATIC I
NEW DRAWING SHEET 1 OF 1
7 ELECTRIC DESIGN STANDARD

SINGLE PHASE PAD MOUNT TRANSFORMER
WITH 3-PHASE CABINET TERMINAL ARRANGEMENT
DESIREV I DATE I ASSISTAM DIREGTOR - DISTRIBUTION I REVISED DWG. NO. ,& CS319 Packet Pg. 1353 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

TERMINAL ARRANGEMENT

FEED THROUGH TYPE

SCHEMATIC

DRAW OUT MPE FUSE

LOW VOLTAGE BUSHING (MP)

HIGH VOLTAGE BUSHING
WELL (LOADBREAK MPE) BONDING WIRE (SEE SPEC.)

GROUNDING STUD (CASE)

PARKING STAND (MP)

PENTA-HEAD BOLT PADLOCK HASP
Packet Pg. 1354 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract i

I REINFORCING IRON
I TYPE NO. I REQ'D I DESCRIPTION I
WEIGHT
893#
PAGE \
-7-
6" 12" -- - - 12" -a - - 12" - - 6" 51 4.00
t
hl I 7
1 7
= N I CABLE PRI. CABLE SEC. I

I OPENING OPENING I
+.-I ------- C7 -I-
! - 24" C
NOTES:

1. Above pad may be precast or in place. If poured
in place omit Item 3. (AT LEAST 8' IN CONTACT

2. See drawing CS0010 for pad clearances. WITH EARTH)

3. See drawing CS0011 for pad barrier protection.

4. All soil will be compacted under and around the pad by jetting and/or wacker to a minumum of 90% relative density.

5. Customer installed.

REDRAWN SHEET 1 OF 2
r 7
Redding Electric Utility
L A

ELECTRIC CONSTRUCTION STANDARD
1 PHASE TRANSFORMER PAD INSTALLATION
25 - 167KVA (PAD DETAILS)
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED fl DWG. NO TMSIRLH 1 05/01/85 1 q.'Cc\w 1 03/21/12 //\ CS0330 C Packet Pg. 1355 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract IVOTES:

PAGE
51 4.01

CONDI-IIT SHOWN FOR

TRANSFORMER PAD

SECONDARY CONDUIT
P
P

PRIMARY CONDUIT

1. All soil will be compacted under and around the pad by jetting and/or wacker to a munimum of 9O0I0 relative density.

2. See drawing CS0330 for pad detail.

3. See drawing CS0010 for pad clearances.

4. See drawing CS0011 for pad barrier protection.

5. Cook 2E box extension (1 7"x 30) or equallapproved by REU.

6. Appropriate excavation depth shall be provided such that standard 36" radius 90" bends may be installed as shown. Conduit bends shall be cut or otherwise modified.

7. Customer installed.
2 2
h

BACK OF SIDEWALK OR

PAVEDACCESS
1 PLAN

TRANSFORMER PA FINISHED GRADE
2 - 12 EXTENSIONS OR
1 - 24" EXTENSION (SEE NOTE 5)
3" TO 6" OF COMPACTED 314"
SCHEDULE 40 SWEEPS GROUND ROD TO BE FLUSH WITH THE

TOP OF THE TRANSFORMER PAD

SECTION
REDRAWN SHEET 2 OF 2
p T
Redding Electric Utility
b A

ELECTRIC CONSTRUCTION STANDARD
1 PHASE TRANSFORMER PAD INSTALLATION
25 - 167KVA (CONDLIIT DETAILS)
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

TMSIRLH 1 05/01/85 1 r4 .&\-\, 1 03/21/12 & CS0330 J 0 Packet Pg. 1356 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1357
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1358
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1359
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE \
WEIGHT
51 6.00
UPD-2P
FINISHED GRADE :.
314" X 12' GROUND ROD
(AT LEAST 8' IN CONTACT

WITH EARTH) DETAIL A

SEE DETAIL A

PLAN SEC'I'ION
NOTES:

1. See DWG. CS0330 for pad details.

2. See DWG. CS1110 for pull box details.

3. Ground rod to be flush with the top of the 'TRANSFORMER PAD E8.05 transformer pad. 2E BOX EX'TENSION E8.01

4. See DWG. CS0373 for cable routing.

5. Size and number as specified.

6. Customer installed.

REDRAWN SHEET 1 OF 1
p 7
REU
Redding Electric Utility
L A

ELECTRIC CONSTRUCTION STANDARD

PAD AND CONDUIT ARRANGEMENT FOR PAD MOUNTED

TRANSFORMERS IN OPEN DELTA CONFIGURATION
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

TMSIRLH 1 06/22/92 1 ye. L.-/ 1 03/21/12 4 CS0333 ) Y Packet Pg. 1360 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1361
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1362
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

LIGHTER POWER

CONNECTIONS

LIGHTER POWER
'THIS DRAWING IS APPLICABLE TO EXISTING SERVICES CONVERTING TO llNDERGROUND SERVICE.

A. On the power transformer, remove the secondary ground strap, make sure the ground strap is attached to the tank on the lighter transformer.

B. See drawing CS333 for pad and conduit arrangements.

C. Conductor bending radius should not be less than 10.0 inches. Based on #2AL XLP concentric 15kv rated cable.

D. See drawing CS900 for application and drawing CS901 for installation.

E. See drawing CS701 for labeling.

F. See drawing CS330 for ground rod details.

G. See drawing CS370 for secondary terminals.

SHEET 1 OF 1

FOR OPEN DELTA PAD MOUNT TRANSFORMERS
Packet Pg. 1363 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RTE DUAL SENSING BAY-0-NET FUSE LlNK
BAY-0-NET FUSE LlNK

SINGLE PHASE TRANSFORMER
I I

CONTINOUS CURRENT

RATING AMPS
140 (NOTE 3)
I TRANELiRMER I FUSE SIZE I
RTE

CATALOG NUMBERS
4000358C17
I THREE PHASE TRANSFORMER I I TRANWiRMER I FUSE SIZE I

37.5 50
\
GENERAL NOTES:

1. FUSE SIZES ARE BASED ON TRANSFORMER LOADING OF 200% FOR TWO HOURS AND 160% LOADING FOR SEVEN HOURS.

2. FUSE SIZES MEET INRUSH REQUIREMENTS OF 12 TIMES TRANSFORMER FULL LOAD CURRENT FOR 0.1 SECONDS.

3. RTE CURRENT SENSING BAY-0-NET FUSE LlNK FOR 1500 KVA TRANSFORMERS ONLY. 8 AMP
8 AMP I
75 45
75 15 AMP
3 AMP
8 AMP
1 12.5
150
I 300 1 25 AMP I
15 AMP
15 AMP
167 25 AMP
500
750
50 AMP
65 AMP
Packet Pg. 1364 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 26" x 66 1/2" x 3/16"

DIAMOND PLATE COVER
LABELED "R.E.U. HIGH VOLTAGE"
SEE NOTE 4 SHT. 4
(2 PIECE)

FACE OF ACCESS

OPENING TO BE FLUSH
WITH INSIDE OF BOX "'
60" x 67" ACCESS '\_
OPENING~ '\_
'-..... :r

UPDATED
'-.....
"'-
"'-

RECESSED

PULLING IRON
(4 TOTAL)
PAGE
(
HOLD DOWN 519 20

ASSEMBLY, I

COURSE THREAD

I PENT AHEAD BOLTS
I 1 /2" x 2" SLOT FOR
90"

LID REMOVAL
(2 PER PLATE)
2" x 2" x 1/4"

ANGLE FRAME
(GALVANIZED
STEEL)
64"
TOTAL

ASSEMBLY
HEIGHT

GROUNDS (BOTH WALLS)
PER CS428 SH. 2 & NOTE
#9 SH. 4 & SEE DETAIL "A"
SHT. 2
55"
SHEET 1OF4

ELECTRIC CONSTRUCTION STANDARD
U DES/REV Redding Electric Utility CEP/JCR
600 AMP PADMOUNT SWITCHGEAR

SWITCH VAULT DETAILS

DATE REVISED
09127107 10/07/19
DWG. NO.

CS0428
Packet Pg. 1365 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 6"THICK
CONG. WALLS

TYPE SP SERVICE POST CONNECTOR,
/LONG STUD. TWO (2) SUPPLIED BY REU
/ j\ INWESCO 5/8" COPPER GROUND INSERT WITH
1" SQUARE BRASS BAR
..

I> · · I> . :A
I>
PAGE
519.21
6" MIN. CONTINUOUS

WELDS BOTH SIDES
1/2" REBAR, WELD SOLID TO CAGE
AT A MIN. OF TWO INTERSECTIONS
47" ID
NOTES:
59"
DETAIL "A"
-f
M
.....
96" ID
12" DIA. SUMP
4" DEEP
SEE DETAIL "A"
rrr

EB EB EB
30"
24"
18"
12"
6"
16-5/8"
6" CONDUIT TERMINATORS

TYPICAL BOTH LONG WALLS
4" CONDUIT TERMINATORS

TYPICAL BOTH LONG WALLS
,...-------1---GROUND ROD LOCATION
J_ -f 6"
TYPICAL BOTH LONG WALLS.

SEE NOTE 9 ON SHT. 4

CONCRETE SWITCH VAULT DIMENSIONS

1. All sections of a splice box must be permanently marked with the delivery date.

R$.U
Redding Electric Utility
UPDATED CAD STANDARDS SHEET 2 OF 4

DES/REV

CEP/JCR

ELECTRIC CONSTRUCTION STANDARD
600 AMP PADMOUNT SWITCHGEAR

SWITCH VAULT DETAILS

DATE REVISED
09127107 10/07/19
DWG. NO.

CS0428
Packet Pg. 1366 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract I
I
@ ALLOWABLE CONDUIT

ENTRANCE AREA,

CONT ACT REU INSPECTOR
FOR EXACT LOCATION.

CLEARANCE AREA
· 3'MIN.

I
I
I
I
L __
SET SWITCH VAULT-~
2" ABOVE FINAL
GRADE

CLEARANCE AREA
I
I
ll.J _J::.::: _J I _J <(
_J~
a: <( ll.J 0 I ~ U5
ll.J :r: I 0 !:::

U5 ~
I
i-..:::.....:;:.:.:..:...:.:..- 3'MIN. I
1 ~SES~
~TCHS~
VAULT_/~ COVER @
I
I

BACK EDGE I
OF SIDEWALK --•-.i
I _ __ _J

PLAN VIEW

PADMOUNT SWITCH
_J
<(
Q
a..
>-
IPAGE
519.22
0 "<t FINAL GRADE

ELEVATION
UPDATED CAD STANDARDS SHEET 3 OF 4

U CEP/JCR
DES/REV Redding Electric Utility

ELECTRIC CONSTRUCTION STANDARD
600 AMP PADMOUNT SWITCHGEAR

SWITCH VAULT DETAILS

DATE REVISED
09127107 10/07/19
DWG. NO.

CS0428
Packet Pg. 1367 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE
519.23
NOTES:

1. See drawing CS1114 for lid bolt down details. (Detail "A" and "E").

2. Designed for pedestrian traffic loading.

3. Manufacturer shall paint/stencil correct weight and catalog number on each box.

4. Cover shall be labeled "R.E.U. HIGH VOLTAGE".

5. The excavation shall allow for the overall height of vault to be set two inches above final grade, and 3 - 6 inches of compacted 3/4" gravel.

6. The bedding materials shall consist of 3/4" gravel under vault. ·

7. Backfill shall consist of good compactible material such as pea gravel, sand, or clean earth fill so that no voids remain between vault and native soil around excavation. Backfill shall be compacted in lifts from the bottom to the top to attain 90% relative compaction.

8. All excavation, installation, and backfill is the responsibility of the customer and/or contractor.

9. Both ground rods shall be welded into one continuous run of bare or zinc galvanized or other electrically conductive coated steel reinforced bars or rods of not less than twenty (20) feet in length and 1 /2" (12. ?mm) in diameter which is encased by at least 2" (50.Bmm) of concrete. This continuous run may be part of the reinforcing cage except the 20' must be within the floor area only.

R$.U
Redding Electric Utility
UPDATED CAD STANDARDS SHEET 4 OF 4

ELECTRIC CONSTRUCTION STANDARD
600 AMP PADMOUNT SWITCHGEAR

SWITCH VAULT DETAILS
DES/REV I DATE I ASST. DIRECTOR - UTILIIY OPERATIONS I REVISED /\J. DWG. NO.

CEP/JCR I 09/27/07 lfliJ, /h.rJI~ I 10/07/19L2~ CS0428 ~ Packet Pg. 1368 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 8' MIN. 8' MIN.
! !
PAGE \
200N600A
PSPD-72
24" L
REDRAWN SHEET 1 OF 2
WORKllVG CLEARANCE
p 7
Redding Electric Utility
NOTES:

ELECTRIC CONSTRUCTION STANDARD
2001600AMP PADMOUNTED SWITCHGEAR

INSTALLATION (PAD DETAILS)
DES'REV I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO

1. Customer Installed.

L TMSIRLH 1 08/01/86 1 .- 6\-- 1 03/21/12 & 680430 j
Packet Pg. 1369 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

CONDUIT SHOWN FOR
PAGE \
51 8.01
PSPD-72
12"
200/600A
-
600 A
SIDE
,FSWITCHGEAR '
PAD
SIDE
P

PROPERTY LINE
I
I
I
I
PLAN

FINISHED GRADE
Q
1-14" 3E BOX AND
1-1 0" 3E EXTElVSlON -
(SEE NOTE 2) 1-24" 2E EXTENSION
4"/6" CONDUIT 3" TO 6" OF COMPACTED 314"

GRAVEL ROAD BASE
SCHEDULE 40 SWEEP GROLIND ROD TO BE FLUSH WITH THE

TOP OF THE TRANSFORMER PAD

SECTION
NOTES:

1. All soil will be compacted under and around the pad by jetting andlor wacker to a minimum of 90% relative density.

2. Cook 3E box extension (24"x36") or equallapproved by REU.

3. Cook 2E box extension (1 7"x30n) or equallapproved by REU.

4. Excavation for boxes shall be prepared with 3" to 6" compacted 314" gravel road base.

5. S&C PME 5 switchgear or equal, or AB Chance 3 switchgear or equal.

6. Appropriate excavation depth shall be provided such that standard 4"x36" or 6"x48" radius 90" bends may be installed as shown. Conduit bends shall not be cut or otherwise modified.

7. Customer installed.

REDRAWN SHEET 2 OF 2
r 7
Redding Electric Utility
L A
1+1
0 ELECTRIC CONSTRUCTION STANDARD
2001600AMP PADMOUNTED SWITCHGEAR

INSTALLATION (CONDUIT DETAILS)
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

TMSIRLH 1 08/01/86 1 ~.-.C-+-.J/ 1 03/21/12 CS0430 / -
1 I
I I 1 fl L-1
Packet Pg. 1370 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE \
2 - 314" X 12' GRND. ROD TO BE
FLUSH WlTH THE CAPACITOR
PAD. (AT LEAST 8' IN CONTACT UPD-CAP
WlTH EARTH)
4E SECONDARY BOX W110" EXTENSION
(INSTALL BOX ON TOP OF EXTENSION)
i
NOTES:

1. Above pad may be precast or poured in place. If poured in place omit item 3.

2. Prior to pouring pad, have REU inspect conduit location.

3. See sheet 3 for pad clearances.

4. See drawing CS0011 for pad barrier protection.

5. All soil will be compacted under and around the pad by jetting and/or wacker to a minimum of 90% relat~ve density. 38"

REINFORCING IRON
TYPE NO. REQ'D DESCRIPTION
R1 5 112" X 5'-10"
R 2 2 112" X 5'-10"
R3 4 112x3'-11"
R4 1 1/2"X2'- 5
REDRAWN SHEET 1 OF 3
p Y
Redding Electric Utility

ELECTRIC CONSTRUCTION STANDARD

PAD MOUNTED CAPACITOR BANK INSTALLATION

PAD DETAILS
1 DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO. b JZBIRLH 1 04/16/97 1 fl\+-+-j/ ZI 1 03121112 & CS0500 ) Packet Pg. 1371 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract -
PAGE
520.01

LIPD-CAP

C BACK OF SIDEWALK OR PAVEDACCESS
3' MIN. I D

CAPACITOR PAD
ROUTE OF CONDCllT SHOWN

FOR REFERENCE ONLY
P
4" CONDlJlT
PLAN

CAPACITOR PAD FINISHED GRADE

GRAVEL ROAD BASE

GROUND ROD TO BE FLUSH
SCHEDULE 40 SWEEP WITH THE TOP OF THE

CAPACITOR PAD

SEC'I'ION
NOTES:

1. All soil will be compacted under and around the pad by jetting andlor wacker to a munimum of 90% relative density.

2. See drawing CS0500 for pad detail.

3. See drawing CS0500 for pad clearances.

4. See drawing CS0011 for pad barrier protection.

5. Concrete 4E boxes shall be per Drawing CS1110 or as approved by REU.

6. Appropriate excavation depth shall be provided such that standard 36" radius 90" bends may be installed as shown. Conduit bends shall be cut or otherwise modified.

REDRAWN SHEET 2 OF 3
-
r-- 1
I I
p 7
REU
Redding Electric Utility
L A
14"
I

ELECTRIC CONSTRUCTION STANDARD

PAD MOUNTED CAPACITOR BANK INSTALLATION

CONDUIT DETAILS
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION 1 REVISED DWG. NO.

JZBIRLH 1 04/16/97 1 ';;3.~,-- 1 03/21/12 & CS0500 j
I
0 I L'-.---;
Packet Pg. 1372 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE \
520.02

LIPD-CAP
REDRAWN SHEET 3 OF 3
r---T --- 1
P 1
Redding Electric Utility
L A
I
I
2 I z
to I

CAPACITOR PAD I
I

ELECTRIC CONSTRUCTION STANDARD

PAD MOUNTED CAPACITOR BANK INSTALLATION

CLEARANCES
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

JZBIRLH 1 04/16/97 1 / *\C\n3, 1 03/21/12 CS0500
I
I
I
I
v 1/ CLEARANCE LIMIT LINE
I
3'MIN. 1
1 CAPACITOR CABINET
1 3'MIN.

I
I
\
A I
I
I
I f
I z
a,
i---l
I
I
I
I
--- _I
PLAN

CAPACITOR CABINET

CAPACITOR PAD FINISHED GRADE
111E1111E1111
111lE1111~1111~1111~l 1111~1111~1111E1111~l
~IIEI~~~~IIIIEIIII 1111~1111~1111~1111

ELEVA'I'ION
Packet Pg. 1373 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

BUSHING WELL

AND INSERT

FRONT OF CABINET

ONE LINE DIAGRAM
NOTE: FOR SWITCHES INSTALLED PRE
AUGUST 2001 SEE ITEM 129.
1) SEE SHEET 3 FOR REFERENCE
LIST OF CABINET ITEMS.
2) SEE SHEET 2 FOR SECTIONS
B-B AND C-C.
3) MAXIMUM HEIGHT OF SWITCH
SHOULD BE LESS THAN 5'.
4) PT SHALL BE CONNECTED ON

CAPACITOR BANK CABINET THE SOURCE SIDE OF MAIN
FUSING. SEE CS520

VIEW FROM TOP

REDDING ELECTRIC
Packet Pg. 1374 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract SECTION 0-0
1) SEE SHEET 3 FOR REFERENCE
LIST OF CABINET ITEMS.
2) CAPACITOR CANS SHALL BE

INSULATED FROM CASE/
CASE GROUND.
3) PT SHALL BE CONNECTED ON THE
SOURCE SIDE OF MAIN FUSING.

SEE CS520.

REMOVED ITEM 23 MINOR NOTE CHANGE
Packet Pg. 1375 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract \
PCAP-120

MATERIAL LIST
1 2
3 4
5 6
7 8
9 10
11 12
12a
13 14
15 16
17 18
19 1 CONTROLLER
3 INSULATOR
NO. 2 SOLID COPPER WIRE WlTH INSULATION.

REMOVED ITEM 23 12a REF. ON

GENERAL INTERNAL LAYOUT

DESCRIPTION

CLEAR ACRYLIC SHIELD WITH CAUTION DECALS AND
BRACKET FOR HOTSTICK. ONE IN FRONT OF CABINET.

CLEAR ACRYLIC SHIELD WlTH CAUTION DECALS AND
BRACKET FOR HOTSTICK. TWO IN REAR OF CABINET.
15KV. 200 AMP, LOADBREAK BUSHING WELL INSERTS,
COOPER LEI21 5/ElASrIMOLD 1 601A4
PARKING STAND BRACKET.
1/2"-13 GROUNDING NUT.
3" BASE CHANNEL H.D.G.

SPARE FUSE POCKET.

PARTITION WALL.

METER SOCKET, 4 JAW.
20 POSI'TION 'TERMINAL BLOCK.

BREAKER, SINGLE POLE, 15 AMP, 120 VAC.

SOLID DIELECTRIC VACUUM SWITCH, 14.4 KV, 200 AMP, 95 KV COOPER NO. VCS-1.

OIL SWITCH, 14.4 KV, 200 AMP, 95 KV BIL, 120 VAC,
G.E. TYPE FKC NO. 9F90DBF142 OR COOPER NO. KNR-KA121N
400 KVAR CAPACITORS, 7,200 VOLTS, 95 KV BIL, 2 BUSHING, COOPER NO. CEP370A6. OR EQUAL.
3/16" x 1 -1/2" COPPER BAR.

POTENTIAL TRANSFORMER, 12 KV TO 120 V, G.E. TYPE JVM-5 WlTH FUSES, G.E. NO. 765x21629 OR EQUAL. SPARE PT FUSE G.E. NO. 9F60BHH905 OR EQUAL

INSULATOR
COOPER NX FUSES, 15.5 KV. 80 AMP, CAT. NMO. 155F080-1/1 (1 SPARE).

GPO-3 BARRIER.

BUSHING WELLS, 15 KV, 200 AMP, 95 KV BIL, LINDSN NO. 9433/9410. 1 2
3 4
1 1
1 1
3 3
6 4
6 3
C.O.R.

CODE
E750.06
E960.28
E730.20
E730.20
E620.04
Packet Pg. 1376 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract I
\
PCAP-120

LIVE FRONT I W CONTROL

COMPARTMENT I COMPARTMENT
I

TERMINATION I

COMPARTMENT I
VS = VACUUM SWITCH
MINOR CONNECTION CHANGES SHEET 1 OF 1
Packet Pg. 1377 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract --- - - -
- --- - - - -- -

SECTION A-A

CABINET FRONT REMOVABLE
----- ----- -- - - - - ----- -----

SECTION C-C SECTION D-D

DOOR OPENINGS
SHEET 1 OF 1

EXTERIOR OF CABINET FOR REFERENCE ONLY
Packet Pg. 1378 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract CAPACITOR SIGN 1
\

TEXT WHITE BACKGROUND
COLOR (TYP.) RED COLOR
(TYP.)
A
';f
'I

NTROLLER TO

MANUAL MODE IMMEDIATELY

AFTER OPENING CABINET

AND RETURN TO PREVIOUS

OR NEW SETTING WHEN

LEAVING THE SITE
- 7.2" *
I
Packet Pg. 1379 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract \

TEXT WHITE BACKGROUND
COLOR (TYP.) RED COLOR
(TYP.)
A
7 ti
7 DO NOT OPERATE
200 AMP ELBOWS

UNTIL KYLE SWITCHES

ARE CHECKED OPEN
14 7.2"
CAPACITOR SlGN 2

TEXT WHITE

BACKGROUND
COLOR (TYP.) RED COLOR
A
7 ti UNTIL CAPACITORS ARE

CHECKED DE-ENERGIZED AND
200 AMP ELBOWS PARKED

7.2"
CAPACITOR SlGN 3

PADMOUNT CAPACITOR WARNING SIGNS
Packet Pg. 1380 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract GROUND BUS #2
(REQUIRED ONLY
IF 2 CIRCUITS ARE

SPLICED IN SAME

NPICAL BOTH SIDES)
1 PHASE SHOWN.

CABLE VAULT PLAN VIEW
FIG. 1

TWISTED CONCENTRIC

NEUTRAL CONDUCTOR

COMPRESSION CONNECTOR GROUND BUS
(SEE TABLE 1 FOR SIZE)
DETAIL 1

GROUND STUD

CLAMP NPE

CONNECTOR

GROUND BUS U-BOLT NPE

CONNECTOR
(SEE TABLE 1 FOR APPROPRIATE CONNECTOR TO

USE WITH EACH CABLE SIZE)
DETAIL 2
ATRANsFERED To CAD SHEET 1 OF 2
REDD~~NG

ELECTRIC CONSTRUCTION STANDARD

CABLE GROUNDING FOR

ELECTRICAL VAULTS
DES./REV. BY I ORIG. DATE I A~GINEERIN~NAGER , / I REVISED DWG. NO. . /RO 1 10/27/88 1 r- @A&+- - - 1 10/2/95 4 CS600
Packet Pg. 1381 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract NOTES:

1. Cable splices shall be grounded in cable vaults as per this drawing.

2. If ground studs are not available in cable vaults, use 3/4"x10' ground rods.

At least 8' must be in contact with earth.

3. Cable shields shall be grounded at all splices as shown in order to prevent dangerous voltages to ground being induced and to insure proper operation of protective equipment.

4. For 1250 kcrnil cable four ground leads and two 4/0 cables for ground buses are required.
\
TABLE 1
Material List
Ground No. Req'd No. Req'd per
Cable Size Bus Size Cat. No. per Splice Cat. No. Ground Bus #2 Awg YC2C4 2 JAB58H 2
1/0 Awg YC2C4 2 JAB58H 2
4/0 Awg YC2C4 2 JAB58H 2
750 kcrnil 4/0 Awg YC28C28 2 GUV5825 2
1000 kcmil 4/0 Aw YC28C28 2 GUV5825 2
1250 kcmil 2 - 4% Awg YC28C26 4 GUV5825 4

TRANSFER TO CAD
Packet Pg. 1382 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

QUANTITY

ITEM DESCRIPTION REU
STOCK NO.

PGN-PS3 PGN-PS5 PGN-PS9 PGN-PSI0 PGN-PSI 1
1 7' 14' 71
#2 Strand Bare Cu. ground wire to the
ground rods in vault. El 75.24
2 14' 7' 14' 28' 21' 4/0 Bare Cu ground wire to the ground rods E175.30 3 8 8 12 16 16 Connector for the pealed back concentric neutral and switch ground bar. E770.04
4 6 6 12 12 12 Labels Trans. pri plastic tag E762.00
5 2 2 4 4 4 Clamp, Ground Rod 3/4" E383.07
6 2 2 2 3 3 Rod, Ground CWPLD 3/4" x 12' E384.01

MATERIAL TABLE
600 AMP TEES

CLAMP GROUND
GROUNDING FOR 600A SWITCH COMPARTMENT GROUNDING FOR 200A FUSE COMPARTEMT

PADMOUNT SWITCHGEAR
Packet Pg. 1383 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PURPOSE:

THIS STANDARD IS FOR THE LABELING OF UNDERGROUND CONDUCTORS FOR RISERS, J-BOXES, TRANSFORMERS, SWITCHES, ETC. IN ORDER TO STANDARDIZE THE IDENTIFICATION OF ALL UNDERGROUND EQUIPMENT ON THE 12KV DISTRIBUTION SYSTEM.

THE FOLLOWING SET OF GUILDELINES AND ILLUSTRATIONS MUST BE FOLLOWED:

LABELING TAGS

WIRE SIZE TAGS DIRECTION TAGS
G B B I •2ro I ~ @] ~ TO
TRANS
PAD
~ ALPHABET TAGS ~~ KCM
~c:J~G DISTANCE TAGS FIELD TAGS BY CREW (ABBREV.)
0 G!J [ill [}!] I % I NORTH-WEST I % I NORTH-EAST
~ [!!] ~ [!] [!] I % I SOUTH-WEST I Y. I SOUTH-EAST

NUMERIC TAGS
DCJGDCJ08D88
II. UNDERGROUND CONDUCTOR TAG INFORMATION

EACH UNDERGROUND CONDUCTOR SHALL HAVE AN IDENTIFICATION TAG ATIACHED TO IT WITH THE FOLLOWING INFORMATION:

A. CONDUCTOR SIZE
B. TYPE OF DEVICE AT THE OTHER END OF THE CONDUCTOR
C. NUMBER OF THE NEXT TERMINATION DEVICE
D. DISTANCE AND DIRECTION TO THE NEXT TERMINATION DEVICE E. CONDUCTOR PHASE IDENTIFIER (A, B OR C)
F. RISER CONDUCTORS ON POLE SHALL HAVE PHASE IDENTIFICATION TAGS ONLY SEE SAMPLE SKETCH "A" ON SHEET #2
ADDED WIRE SIZE TAG & UPDATED CAD STANDARDS SHEET 1OF2

ELECTRIC CONSTRUCTION STANDARD

U UNDERGROUND PRIMARY CONDUCTOR LABELING
Redding Electric Utility DES/REV I DATE I AS>ST,.DJRECTOR- Ufl! JTY OPERATIONS I REVISED l\l DWG. NO.

BRR/JCR I 05/08/91 I A-,iJ-1) rAt;fa I 03/18/20 L1~ CS0701 ~ Packet Pg. 1384 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract I
}
F) ¢A
¢B
¢C
3-556 #708 / n ......... J-1~L /
~ II""" u 0 v 3-750 .:pz____
115 TO P/B 300FT N 750 ¢A 0
l!)
I'-
115 TO P/B 300FT N 750 ¢B c!i
115 TO P/B 300FT N 750 cpC
~~ ro1 #401 I I
1 0 1 #402 L _J 140K
@ !:2
""" c!i
601 TO TRANS 300FT w 2/0 ¢B / 601 TO TRANS 300FT w 210 cpC u t J-116L ,J(' £ -+- -+- -+- -+- -+- -+- -+- -+- -+-
T-601 L
2-2/0 EPR ~- T-600L
118 TO P/B 200FT
118 TO P/B 200FT
118 TO P/B 200FT
~
~
J-118L
401 TO SWITCH 300FT
401 TO SWITCH 300FT
401 TO SWITCH 300FT
599 TO TRANS 200FT
599 TO TRANS 200FT
599 TO TRANS 200FT
3-210 EPR T-599L
~ al
/ - 116 TO P/B
116 TO P/B
116 TO P/B
E 750
E 750
E 750
llh.."111
II" "Ill
#707
s 410
s 410
s 410
E 2/0
E 2/0
E 2/0
200FT w
200FT w
200FT w
¢A
¢B
cpC
¢A
¢B
cpC
~~
<D
l!)
l!)
(')
~ ~
~~
¢A
¢B
¢C
2/0 ¢A
210 ¢B
2/0 cpC

A) TERMINATION NUMBER
SKETCH "A"
B) TERMINATION: SWITCH, RISER, J-BOX OR TXF.

C) DISTANCE AND DIRECTION

D) CONDUCTOR SIZE
ELBOW/

TERMINATION

E, F) PHASE

IDENTIFICATION

SAMPLE LABELING TAG PER CONDUCTOR
REVISED & UPDATED CAD STANDARDS SHEET 2 OF 2

ELECTRIC CONSTRUCTION STANDARD

U UNDERGROUND PRIMARY CONDUCTOR LABELING
05/09/91
DES/REV DATE OPERATIONS REVISED DWG. NO. Redding Electric Utility BRR/JCR CS0701 Packet Pg. 1385 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract T1234-L
NOTES:
50KVA
0 D

TRANSFORMER NUMBER
T = TRANSFORMER
L = LOADBREAK

1. Transformer numbers to be installed by line crew at time of installation.

2. See CS0701 for primary cable labeling.

REVISED TEXT & UPDATED CAD STANDARDS SHEET 1OF1
R$.U
DES/REV Redding Electric Utility LAH/JCR

ELECTRIC CONSTRUCTION STANDARD

PAD MOUNTED TRANSFORMER

MARKING GUIDE

DATE REVISED
08/15/95 03/18/20
DWG. NO.

CS0710 Packet Pg. 1386 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Hazardous voltage
inside.

Can shock, burn, or
cause death.

Keep out!
If open or unlocked,
immediately call REU at
530-245-7000.

10.00"

WE NEED ROOM TO WORK ON THIS EQUIPMENT
, 36" ~ ~ ~ Please keep shrubo,
landscape materials and
structures 8 feet away from the
• doors and 36 inches away
from the sides. --below. OBSTRUCTIONS WILL CAUSE DELAYS ClllbabeJ11Udlt. WHEN RESTORING ELECTRIC SERVICE.

U Redding Electric Utility
PME SWITCHES 3, 5, 9, AND 11

WORKING

SPACE TAG
NOTES:
0 WORKING

SPACE TAG
0 0 WORKING

SPACE TAG

TYPICAL TAG INSTALLATION LOCATIONS

1. TAGS HAVE A GRAFFITI & ABRASION RESISTANT FINISH.

2. THE TAGS SHOWN IN THIS STANDARD SHALL BE INSTALLED ON THE OUTSIDE OF ALL NEW OR EXISTING PAD-MOUNTED EQUIPMENT.

3. TAGS ARE AVAILABLE FROM COMPLIANCESIGNS.COM (TIFFANY MCCARTNEY).

INSTALLATION:

A. CLEAN THE SURFACE WITH SOLVENT. REMOVE ANY DIRT, OIL DAMAGED TAGS, OR ANY OTHER FOREIGN MATERIAL THAT WOULD INTERFERE WITH ADHESION OF THE TAG.

B. ON EQUIPMENT WITH DOORS ON TWO SIDES, INSTALL ONE TAG ON EACH SIDE OF THE EQUIPMENT.

Redding Electric
U Utility

UPDATED TO NEW TAG

DES/REV DATE

ELECTRIC CONSTRUCTION STANDARD

PAD-MOUNTED EQUIPMENT

WORKING SPACE TAGS
SHEET 1OF2
REVISED DWG. NO.

BRR/JCR 08128100 03/18/20 CS0720
Packet Pg. 1387 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Hazardous voltage
inside.

Can shock, burn, or
cause death.

Keep out!
If open or unlocked,
immediately call REU at
530-245-7000.

10.00"
Please keep shrubs, landscape materials
and structures 8 feet away from the doors
and 18 inches away from the sides and
24 inches from the back.

OBSTRUCTIONS WILL CAUSE DELAYS
WHEN RESTORING ELECTRIC SERVICE.

U Redding Electric Utility

WORKING

SPACE TAG
0 PAD MOUNTED CABINETS & SINGLE-PHASE &

THRE&PHASETRANSFORMERS

TYPICAL TAG INSTALLATION LOCATIONS

WORKING

SPACE TAG

WORKING

SPACE TAG
UPDATED TO NEW TAG SHEET 2 OF 2
Redding Electric
U Utility DES/REV

BRR/JCR
DATE

ELECTRIC CONSTRUCTION STANDARD

PAD-MOUNTED EQUIPMENT

WORKING SPACE TAGS

REVISED
08/28/00 03/18/20
DWG. NO.

CS0720
Packet Pg. 1388 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 3"
NOTES:
*CUSTOMER GENERATOR*
*This equipment is interconnected to a
Customer Generator. The Generator may
start at any time. Isolate the Customer
Generator and observe all safety precautions while working on this equipment ADDRESS:

COLORS
BLACK ON AN ORANGE BACKGROUND.

1. This standard shows the tag used to identify equipment that is interconnected to a Customer Generator.

2. The above tag is to alert personnel of a potential hazard created by a Customer Generator attached REU's electrical system.

3. The tag shall be installed only on the first piece of equipment interconnected (dedicated) to the Customer Generator.

4. See sheet 2 and 3 for mounting instructions.

UPDATED WARNING TAG & UPDATED CAD STANDARDS SHEET 1OF3
U DES/REV Redding Electric Utility BRR/JCR

ELECTRIC CONSTRUCTION STANDARD

CUSTOMER GENERATOR IDENTIFICATION

WARNING TAG

DATE REVISED
10/03/00 03/18/20
DWG. NO.

CS0721
Packet Pg. 1389 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ,.------+-- TAG
NOTE2

EXTERIOR
TAG
NOTE3--+----'
® ® I

INTERIOR
,.----+--TAG ~---+-TAG
NOTE2 NOTE2

HANDLE AND/OR
~---+-- LOCKING DEVICE

EXTERIOR EXTERIOR

TYPICAL PAD MOUNT WARNING TAG INSTALLATION LOCATIONS
INSTALLATION INSTRUCTIONS:

1. Clean the surface with solvent. Remove any dirt, oil, unreadable or damaged tags, or any other foreign material that would interfere with adhesion of the tag.

2. Install one tag on the exterior of the equipment door near the handle(s) and/or locking device(s).

3. A second tag shall be installed on the interior of the equipment door opposite the exterior tag. Do not install tags on any insulating barriers due to metallic material in the tags.

UPDATED CAD STANDARDS
U DES/REV Redding Electric Utility BRR/JCR
SHEET 2 OF 3

ELECTRIC CONSTRUCTION STANDARD

CUSTOMER GENERATOR IDENTIFICATION

WARNING TAG

DATE REVISED
10/03/00 03/18/20
DWG. NO.

CS0721
Packet Pg. 1390 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract TAG
OPTION-A OPTION-8

TYPICAL OVERHEAD WARNING TAG INSTALLATION LOCATIONS
NOTE:

1. Face tags towards normal access to pole and attach in one of the following ways:

Option A - Put tag on a metal tag holder and attach to pole.

Option B - Clean the surface of transformer with solvent. Remove any dirt, oil, unreadable or damaged tags or any other foreign material that would interfere with adhesion of the tag.

Attach tag to transformer.

UPDATED CAD STANDARDS
U DES/REV Redding Electric Utility RLH/JCR
SHEET 3 OF 3

ELECTRIC CONSTRUCTION STANDARD

CUSTOMER GENERATOR IDENTIFICATION

WARNING TAG

DATE REVISED
01/25/11 03/18/20
DWG. NO.

CS0721
Packet Pg. 1391 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1392
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1393
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1394
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1395
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1396
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1397
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1398
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1399
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract GENERAL NOTES:

1. THIS DRAWING PERTAINS TO CONDUCTOR RANGES OF #6AWG TO 1000KCM.

2. SEE DRAWING CS0805 FOR MATERIAL (AND STOCK CODES) USED IN THE SS AND SSM SPLICE ASSEMBLIES (#6AWG-500KCM).

3. SEE DRAWINGS CS0815 AND CS0920 FOR MATERIAL (AND STOCK CODES) USED IN THE SSL SPLICE ASSEMBLIES ( 750KCM AND 1 OOOKCM ).

4. STREET LIGHT CONDUCTOR RUNS (1/0AWG AND SMALLER WILL NOT TERMINATE ON A SSL SPLICE ASSEMBLY.

5. THIS DRAWING PERTAINS TO SINGLE PHASE SPLICES ONLY. ORDER INDIVIDUAL ITEMS FOR THREE PHASE SPLICES FROM DRAWINGS CS0805, CS0815 AND CS0920.

6. MAXIMUM NUMBER OF CONDUCTOR RUNS PER BOX IS LIMITED TO EIGHT (8) INCLUDING STREET LIGHTS.

SECONDARY NUMBER OF SPLICE

SPLICE CONDUCTOR RUNS BOX SIZE DIAGRAM

ASSEMBLIES PER PHASE

MATERIALS LIST
SS-3
SS-3
SS-4
SS-6

SECONDARY
SPLICE

ASSEMBLIES
SSM-4
SSM-6
UP TO 3 RUNS OF
#6 - 1 /0 STREET

LIGHT CKTS ONLY
UP TO 3 RUNS
OF #6 - 350
4 RUNS OF
#6 - 350
5 OR 6 RUNS
OF #6 - 350

NUMBER OF

CONDUCTOR RUNS

PER PHASE
UP TO 4 RUNS
OF #2 - 500
5 OR 6 RUNS
OF #2 - 500
2E
3E
3E
3E
SPLICE

BOX SIZE
3E
3E
SEE SHEET 2 FOR SSL ASSEMBLIES.

UPDATED TABLES

DIAGRAM
--d--
~
*
3 - 3 TERMINAL SINGLE SET SCREW
SECONDARY CONNECTOR WITH 3 COVERS
3 - 3 TERMINAL SINGLE SET SCREW
SECONDARY CONNECTOR WITH 3 COVERS
3 - 4 TERMINAL SINGLE SET SCREW
SECONDARY CONNECTOR WITH 4 COVERS
3 - 6 TERMINAL SINGLE SET SCREW
SECONDARY CONNECTOR WITH 6 COVERS

MATERIALS LIST
3 - 4 TERMINAL DOUBLE SET SCREW
SECONDARY CONNECTOR WITH 4 COVERS
3 - 6 TERMINAL DOUBLE SET SCREW
SECONDARY CONNECTOR WITH 6 COVERS
SHEET 1OF2

ELECTRIC CONSTRUCTION STANDARD

U SECONDARY SPLICE BOX CONNECTORS
I ASSl~T DIREC1QI}- DISTRIBUTION I REVISED J\l DWG. NO.

I \__) ~ l;::f' ~ - I 02/24/17 ID CS0820

DES/REV I DATE
RLH/JCR I 06/30/93 Redding Electric Utility
Packet Pg. 1400 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract SEE SHEET 1 FOR SS, SSM AND NOTES

SECONDARY NUMBER OF SPLICE SPLICE CONDUCTOR RUNS DIAGRAM MATERIALS LIST

ASSEMBLIES PER PHASE BOX SIZE
SSL-3 2 OR 3 RUNS 3E
~ 3-URD LARGE CONNECTOR 600V TERMINAL (3 WAY)
9-FLAT BAR CONNECTORS (TRUCK STOCK)
OF 350 - 750 9-LARGE SLEEVES (TRUCK STOCK)
2-LARGE BLANK COVERS (TO USE BAR AS A 2 WAY)
SSL-5 40R5 RUNS 4E 3-URD LARGE CONNECTOR 600V TERMINAL (5 WAY) OF 350 - 750 -¥ 15-FLAT BAR CONNECTORS (TRUCK STOCK)
15-LARGE SLEEVES (TRUCK STOCK)
2-LARGE BLANK COVERS (TO USE BAR AS A 4 WAY)
SSL-6 6 RUNS 4E * 3-URD LARGE CONNECTOR 600V TERMINAL (6 WAY) OF 350 - 750 18-FLAT BAR CONNECTORS (TRUCK STOCK)
18-LARGE SLEEVES (TRUCK STOCK)
SSL - 12 70R8 RUNS 4E 3-URD LARGE CONNECTOR 600V TERMINAL (12 WAY) OF 350 - 750 * 24-FLAT BAR CONNECTORS (TRUCK STOCK)
(12 WAY BUS BARS) 24-LARGE SLEEVES (TRUCK STOCK)
8-LARGE BLANK COVERS REQUIRED TO USE BAR AS
AN 8 WAY, 10 TO USE AS A 7 WAY
UPDATE TABLE SHEET2 OF2

ELECTRIC CONSTRUCTION STANDARD
R0U SECONDARY SPLICE BOX CONNECTORS
DES/REV I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISE;D /\J DWG. NO.

RLH/ I 6/30/93 I r "$. \L 1 "'-'I- I q /I. /I o--z.n CS0820 ,) Redding Electric Utility
Packet Pg. 1401 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract TYPE 1
STRNGHT TERMINAL TYPE 2

STACKING TERMINAL

TERMINAL CONNECTORS
ALL CONNECTORS ARE DESIGNED TO FTT SlDE BY SlDE ON A STANDARD NEMA SPADE TERMINAL. t THESE CONNECTORS SHAU BE CAPABLE OF BEING STACKED ON ANY STRAIGHT TERMINAL OF EQUAL OR LARGER SIZE. (UP TO AND INCLUDING 1000 KCMIL).
t* THESE DIMENSIONS MAY VARY SIJGHTLY AMONG THE VARIOUS SUPPLIERS NOTE: TYPE 2 CONNECTORS ARE NOT TO BE USED ON PADMOLINT TRANSFORMERS OR URD CONNECTORS SHOWN ON STANDARD DWG. CS815.

MATERIAL: ALUMINUM ALLOY, TUBULAR OR CAST.

CHANGED DWG. NO. SHEET 1 OF 1
CONNECTORS FOR 600V INSULATED CABLES
I / Packet Pg. 1402 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1403
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1404
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1405
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract GENERAL NOTES :

This drawing provides installation instructions for premoulded, high voltage 200 amp loadbreak elbows. The components shall comply with the latest revision of ANSl/NEMA Standard 386. Installation instructions may vary from manufacture.

SEMICONDUCTING
SHIELD

LOCKING RING
PULLING EYE~

TEST POINTCAP

APPLY SILICONE

GREASE INSIDE OF

CAP TO FACILITATE

REMOVING CAP

TEST POINT

GROUNDING TAB

SURPLUS

CONCENTRIC
STRAND

REDRAWN
PROBE

HOLD FOR INSTALLATION

WITH WRENCH PROVIDED

WITH CONNECTOR

ARC FOLLOWER

INTERFERENCE FIT

SEMICONDUCTING INSERT

COPPERTOP CONNECTOR

LOADBREAK BAND

SEMICON

JACKETED CABLES ONLY

PLASTIC SEALANT COVERED
WITH PVC TAPE - SEE CS0904

CABLE IDENTIFICATION
SEE CS0701

ELECTRIC CONSTRUCTION STANDARD
SHEET 1OF2
U 8.3/14.4KV 200 AMP LOADBREAK ELBOW

INSTALLATION
Redding Electric Utility DES/REV DATE REVISED DWG. NO.

JVE/JCR 10/25/91 03/18/20 CS0901
Packet Pg. 1406 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract INSTALLATION INSTRUCTIONS:
1) Train cable into the final assembled position allowing sufficient slack for movement of the elbow as required for mating with a bushing or insulated plug. Allow 28" (more if required) of extra cable beyond the center line of the matching plug or equipment bushing. This will provide approximately 36" of concentric neutral conductor for grounding.
2) Measure 12" from the centerline of equipment bushing (40" from cable end if 28" of extra cable is provided as specified above) and bind the concentric neutral with a TCA 4 plastic tie wrap. Trim off extra tie, cover with PVC tape then fold back the concentric wires, leaving a surplus piece of concentric neutral strand for attachment to grounding tab, twist remaining concentric wires together and fold back out of the way. 40" CONCENTRIC

WIRES ''
PLASTIC TIE ~
CONCENTRIC WIRE __/

TO GROUND TAB ON ELBOW
CONCENTRIC WIRES~

PVC TAPE
CONCENTRIC WIRE __/

TO GROUND TAB ON ELBOW

SEMICON
12"

SEMICON
12"
<{_OF EQUIPMENT
6 28"
<{_OF EQUIPMENT
6 28"
3) REFER TO MANUFACTURES INSTALLATION INSTRUCTIONS FOR REMAINING CABLE PREPARATION AND ELBOW TO CABLE INSTALLATION.

REDRAWN
U DES/REV Redding Electric Utility JVE/JCR
SHEET 2 OF 2

ELECTRIC CONSTRUCTION STANDARD

8.3/14.4KV 200 AMP LOADBREAK ELBOW

INSTALLATION

DATE ERATIONS REVISED
10/25/91 03/18/20
DWG. NO.

CS0901
Packet Pg. 1407 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1408
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1409
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1410
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract NOTE 1:

THIS IS NOT REQUIRED WHEN ELBOW IS TO BE INSTALLED IN AN ABOVE GROUND LOCATION.

STEP 1
Bend concentric back and use PVC tape to hold temporarily in place.

STEP 2
Apply a 1" wide strip of plastic insulating sealant over the semi-conducting layer and back against the jacket where the concentric wires come out. Overlap the ends 1/4". Press all the edges to seal.

CONCENTRIC WIRES

SEMICON

SEALANT
STEP3
Bend the concentric wires back into place around the cable and bind with TCA 4 Plastic Tie, per CS0901.

CONCENTRIC WIRES

CABLE JACKET PLASTIC TIE
STEP4
Apply PVC tape over plastic tie. Apply a 2" wide strip of sealant, 1" over the jacket and 1" over the concentric wires. Overlap the ends 1/4". Press all the edges to seal.

MFG. & CAT. NO.
3M 2228 or 2229

PLASTIC SEALANT

CONCENTRIC WIRES

TAPE AND
STEP 5 PLASTIC TIE
Apply 3 layers of PVC tape half-lapped over the sealant. Use moderate tension when applying the PVC tape.

Apply two extra turns of PVC tape at the concentric neutral exit end for added strength.

CONCENTRIC WIRES
UPDATED STANDARD SHEET 1OF1

ELECTRIC CONSTRUCTION STANDARD

U SEALING OF JACKETED PRIMARY CABLE
DES/REV DATE DWG. NO. Redding Electric Utility
RO/JCR 04/10/92 CS0904
Packet Pg. 1411 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Kit Contents
1 . One Silicone Rubber Termination

2. Two Strips Sealing Mastic
Conductor Size

0.97"-1.48" #2-4/0
500 - 1000KCM
Correct Installation of Termination on Jacketed Concentric Neutral (JCN) Cable Stress Controlling Compound
Packet Pg. 1412 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract A. Prepare Cable

1. Check to be sure cable size fits within kit range as shown in Table 1 (cover page).

2. Train cable into position and cut to length required for installation. Allow sufficient neutral wire length for grounding connection.

3. Prepare cable using dimensions shown in (Figure I). Be sure to allow for depth of terminal lug.

NOTE: Provide additional exposed conductor distance to account for growth during crimping of ALUMINUM lugs or connectors as follows:

Aluminum Connector 2 - 350 400 - 650 750 - 1000
Growth Allowance 1 14'' (6 m m) 112" (13 mm) 314" (19 mm)

4. Select one of two mastic strips from kit and remove white release liners. Using light tension apply a single wrap of mastic around the cable jacket 114" (6 mrn) from cut edge (Figure 2). Cut off excess.

IST Mastic Seal
Packet Pg. 1413 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract NEW DRAWING SHEET 3 OF 4

REDDING ELECTRIC
I /
A. Prepare Cable (continued)

5. Bend neutral wires back over applied sealing mastic and secure to cable jacket 4 112'' (1 14 mm), below cable semi-con edge using vinyl tape (Figure 3).

NOTE: Position vinyl tape with care, it also serves as a marker for positioning the termination.

6. Select second mastic strip from kit and remove white release liners. Apply a second mastic band over the neutral wires and previously applied mastic (Figure 3). Cut off excess.

7. Compress neutral wires into mastic by over-wrapping seal strips with two highly stretched layers electrical grade vinyl tape (Figure 3). Be sure to cover all exposed mastic. 2ND Mastic Seal
Two Highly Stretched Layers of Vinyl Tape
B. Install Lug or Connector
i Check to insure QT-Ill termination assembly fits over the selected lu . If lug (figure 4) will not fit throu h the termination core, clean the insulation (per Step and slide termination on cable be 9 ore installing lug. Do not remove core at this time. 2 Position connector/lug and crim accordin to manufacturers directions. Remove excess oxide inhibitor and sharp crimp /' lashings fo 7 lowing crimping.

Crimp only power cable side
ConnectarLug
Packet Pg. 1414 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract C. Clean Cable Insulation and Lug Barrel Using Standard Practice

1. Wipe the cable insulation with an approved solvent. Do not allow solvent to touch semi-con insulation shield!

2. If abrasive must be used:
a. Use on insulation only. Do not use abrasive on semi-con insulation shield! b. Use only aluminum oxide abrasive; -sit 120 or finer. c. Be carefir1 not to reduce the cable insulation diameter below that allowed by the kit.

D. Install Termination
I, Sllde the termination body onto the cable and remove core. Pull while unwinding counterclockwise startin with the loose end (Figure 5). Make sure the termination body (not the core) is buttonefup to the edge of the vinyl tape marker previously applied (Figure 5). 2 When usin a short barrel lu or connector on smaller cable it may be necessary to trim any excess%rmination insulagor from the lug or connector. - NOTE: Once the termination insulator has made contact over the mastic seal area,. there is no need to cont~nue support~ng the assembly. Do not push or pull on the term~natton assembly while unwinding the core.

Counter-Clockwis
NOTE: The material being removed at this step is mixed polymers and can be recycled with &waste.
omer
8 Collect all concentric neutral wires together (Figure 6) and connect to system ground accord~ng to standard prad~ce.

Concentric Neutral Wires
Connect to Ground
15kv COLD SHRINK STRESS CONE
/
Packet Pg. 1415 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 112" BOLT SIZE

STRAIGHT TERMINAL STACKING TERMINAL

TERMINAL CONNECTORS
ALL CONNECTORS ARE DESIGNED TO FIT SlDE BY SlDE OW A STANDARD NEMA SPADE TERMINAL. * THESE CONNECTORS SHALL BE CAPABLE OF BEING STACKED ON ANY STRAIGHT TERMINAL OF EQUAL OR LARGER SIZE. (UP TO AND INCLUDING 1000 KCMIL). * * THESE DIMENSIONS MAY VARY SLIGHTLY AMONG THE VARIOUS SUPPLIERS NOTE: TYPE 2 CONNECTORS ARE NOT TO BE USED ON PADMOUNT TRANSFORMERS OR URD CONNECTORS SHOWN ON STANDARD DWG. CS815.

MATERIAL: ALUMINUM ALLOY, TUBULAR OR CAST.

FINISH: TINNED.

PMI CONSTRUCT~ON STANDARD SHEET 1 OF 1
CONNECTORS FOR 600V INSULATED CABLES
Redding Electric Utility Packet Pg. 1416 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

SAND REQUIREMENTS FOR BACKFILL IN

ELECTRIC U'TILITY 'TRENCHING
The following is Redding Electric Utility's standard for sand used in electric utility trenching.

1. All electric conduits shall have a minimum of 4 sand bedding after compaction to 95%.

2. All electric conduits shall have a minimum of 6" sand covering or shading after compaction to 95%.

Sand bedding and covering for electric conduits shall consist of natural sand, manufactured sand, or a combination of both, and shall conform to the physical properties listed below.

PAGE \
520.80
~ct. 201 1 Updates SHEET 1 OF 1
k T
Redding Electric utility
L A
Optimum water content shall provide 95% compaction or greater prior to placement into a trench.

PROPERTY
Organic Impurities
Sand Equivalent
Compaction
Characteristics
Gradation

ELECTRIC CONSTRUCTION STANDARD

SAND REQUIREMENTS FOR BACKFILL IN

ELECTRIC UTILITY TRENCHING
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO. r ROICMH 1 10123107 1 . -1 h 10105lll & CS1008 / w

TEST METHOD
ASTM C-40
ASTM D-2419
ASTM D-1557
ASTM C-136 &
ASTM C-117

SPECIFICATION REQUIREMENT
Supernatant shall not be darker than
Plate 3 when compared to standard
Gardinar Color Series
Equal to or greater than 20
Relative compaction of 95% or greater
Sieve Size
No. 4 (4.75mm)
NO. 8 (2.36mm)
NO. 16 (1.18mm)
NO. 30 (600um)
N0.50 (300um)
IV0.100 (1 50um)
Percent Passing
(By Weight)
100
90-1 00
80-1 00
65-1 00
40-70
0-30
Packet Pg. 1417 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract "'"
....

PAGE
GENERAL NOTES: 521.00
1) This standard covers underground distribution conduits without concrete encasement. In some cases exposure to "Dig-ins" and other hazards will require concrete encasement of conduit.
2) When conduit is installed by the Developer I Customer (including service conduits) the following conduit and fittings are acceptable alternatives meeting the NEMA Std. for direct burial or concrete encasement.
3)
a) TC2: PVC Schedule 40 OR Schedule 80 UL approved 90°C conduit and so marked. b) TC6/TC8: PVC Type DB-120 approved 90°C conduit and so marked. c) TC3: PVC Schedule 40 UL approved fittings and accessories. d) Hot-dip Galvanized Rigid Steel Conduit conforming to ANSI C80.1 - 2015.

CAUTION:
1) Because these conduits have different inside diameters, the percent fill for the same size cable will vary with conduit type.
2) It is the conduit installers responsibility to provide the proper fitting to make acceptable transitions from conduits being installed to any other conduit to which they are to be joined.

NOTE: This transition may involve changes in both conduit type and size. If equal diameters conduits of different wall thickness are to be joined, the inside edge of the spigot end must be chamfered.
3) All conduits not terminated in enclosures shall have rigid caps. All conduits terminated in boxes shall have end bell fittings and be fitted with a properly sized temporary poly plug. 4) 4" and 6" conduits are to be used for Primary Distribution circuits. 5" conduit is limited to large commercial services with REU prior approval. 4" conduit is to be used for Secondary and Services. 3" conduit is limited to single phase residential services with service equipment or bus capacity of 201 to 400 amps only. The use of 2" conduit is limited to Street Light circuits and Services.
5) The following method shall be used in vulnerable locations or where unprotected PVC conduit is not permitted:
a) Protect non-metallic conduit with a 3 inch minimum concrete encasement. b) Use galvanized rigid steel conduit.
6) Every effort should be made to construct a straight, water tight conduit line. 7) All conduits shall be proven free and clear of dirt, rocks, etc., by means of mandrel, wire brush, etc. A 12501b. polyester MULTAPE®, or equivalent pull line shall be installed in all 4" conduit runs less than 600' in length. All 6" conduit and 4" conduit runs greater than 600' shall have minimum 25001b. MULETAPE®, or equivalent installed. 8) Ground water I storm water intrusion and migration in any trench is the responsibility of the customer and I or his trenching agent for the life of the facilities placed in the trench.

UPDATED SHEET 1 OF7
~ ELECTRIC CONSTRUCTION STANDARD

U UNDERGROUND CONDUIT

WITHOUT CONCRETE ENCASEMENT
Redding Electric Utility DES/REV I DATE I ASSl.SiTANT DIREC;rQR - DISTRIBUTION I REVISED Al_ DWG. NO. ... RO/TAM I 11/03/92 I .f /~/JL~d Fol<... P/M/ I 03109117ID CS1010 - -- ~ Packet Pg. 1418 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

ENCLOSURE

SIDE WALL
GROUT
PAGE
521.01

END BELL

INSTALLATION IN FIELD
12" MIN

STRAIGHT
RUN TYP.

END BELL

PREFABRICATED

DETAIL OF END BELL INSTALLED IN KNOCKOUT

COVER REQUIREMENTS
P - PRIMARY, 36" MIN.

S - SECONDARY, 24" MIN.

L - STREET LIGHT, 24" MIN.

INSTALLATION NOTES:
z
~
Co
C')
I

TRENCH REQUIREMENTS
~
~
~
C\J
z
~
""
3" MIN 3"MIN :::

AS REQ'D
(a) Field conditions may require a minimum depth greater than shown. (b) Substation feeders and other primary circuits require special consideration and generally require additional separation and backfill. Contact Electric Utility Engineering. (c) Sharp turns, bends, and other irregularities in the conduit shall be avoided. (d) Before tamping in area of plastic conduit, apply at least six inches of backfill over top of sand shading to avoid breakage of conduits. Final backfill may then be placed and compacted to finish grade. (e) Refer to State of California, Department of Industrial Relations "Trench Construction Safety Orders" for trench construction requirements. These orders are issued by the Department of Occupational Safety and Health. (f) The use of a joint trench containing power conduits, telephone conduits, gas, etc., is usually less costly than use of a separate trench for each. Gas company, Cable TV, and telephone company representatives should be consulted to determine if a joint trench is feasible prior to making final layout of the conduit system. The installation of a street light system should be considered at the same time as the power and telephone, since installation at a later date would be much more costly. For joint trench, refer to page 620.00 and do not use this standard.

Redding Electric
U Utility
REMOVE FIGURE 1 AND UPDATE NOTES SHEET 2 OF7

DES/REV
RO/TAM

ELECTRIC CONSTRUCTION STANDARD

UNDERGROUND CONDUIT

WITHOUT CONCRETE ENCASEMENT
DATE
11/03/92
DWG. NO.

CS1010
Packet Pg. 1419 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract NOTES:

PAGE
RIGID STEEL CONDUIT AND FITTINGS 521.02
LENGTH = 10 FT.

STANDARD

COUPLING
TABLE 1. RIGID STEEL CONDUIT
CONDUIT DIMENSIONS (IN.) WEIGHT C.O.R.

SIZE (IN.) O.D. l.D. T (LBS.) • STOCK CODE
2 2.375 2.083 0.146 33
4 4.500 4.050 0.225 98
5 5.563 5.073 0.245 134
6 6.625 6.093 0.266 177
• Weight for one 1 Oft.length including one standard
coupling furnished with each length.

TABLE 2. STANDARD STEEL COUPLING
CONDUIT DIM. (IN.) C.O.R.

SIZE (IN.) p L STOCK CODE
2 2.73 2.18
4 5.00 3.50
5 6.29 3.75
6 7.39 4.00
TABLE 3. 90° STEEL CONDUIT BENDS
CONDUIT DEGREES DIMENSIONS (IN.) C.O.R . ..._
SIZE (IN.) R G L STOCK CODE
2 goo 18 6.25 40
4 36 11.00 78
5 36 11.25 79
6 36 15.25 87
48 13.25 102
..._ Both ends threaded.

A) Rigid steel conduit shall be saw-cut only. Welding or flame-cutting shall not be permitted.

B) Inside edges of saw cuts shall be reamed to remove all sharp edges and burrs.

C) Repairs made to damaged galvanizing due to conduit bending shall be made in accordance with ASTM A780 - Practice for Repair of Damage and Uncoated Areas of Hot-Dip Galvanized Coatings.

UPDATE NOTES
Redding Electric
U Utility DES/REV
RO/TAM
SHEET 3 OF 7

ELECTRIC CONSTRUCTION STANDARD

UNDERGROUND CONDUIT

WITHOUT CONCRETE ENCASEMENT

DATE DIRECTOR - DISTRIBUTION
11/03/92
DWG. NO.

CS1010 Packet Pg. 1420 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE ~
PLASTIC CONDUIT AND FITTINGS 521.03
TABLE 4. RIGID PVC
~ii~- LENGTH = 20 FT. ·1 CONDUIT APPROVED FOR PURCHASE
\ ' Conduit shall be rated for direct burial or concrete encasement \\ __ T_J t..J APPROVED MANUFACTURERS
------ CARLON \ ~ ALLIED
\
COUPLING j WESTERN PLASTICS l.D. PW PIPE
STANDARD COUPLING TABLE 5. CONDUIT DIMENSIONS (IN.)
CONDUIT C.0.R.
\ SIZE APPROX. STOCK
~:~::1::3 (INCHES) O.D. CODE
2 2.375 E381.02
3 3.500 E381.03
4 4.500 E381.08
5 5.563 E381.05
BELLED COUPLING 6 6.625 E381.10
TABLE 6. COUPLINGS
-ffi----- See sheet 7 for special application of 5° coupling 50 STANDARD COUPLING 5° ANGLE COUPLING --
CONDUIT C.O.R. CONDUIT C.0.R.

SIZE (IN.) STOCK CODE SIZE (IN.) STOCK CODE
2 2
STANDARD 5° ANGLE 3 3 COUPLING COUPLING 4 E381.52 4 E381.53 5 5
I
6 E381.51 6 E381.50
-----'------ TABLE 7. ADAPTER (PLASTIC TO STEEL CONDUIT) -(9)- ---- CONDUIT C.O.R. - e-- - - SIZE (IN.) STOCK CODE 2 l 3
ADAPTER 4
5 6
I TABLE 8. SWEDGE REDUCER 1 Requires a standard coupling at each end to install.

A _,_____ - ---->-- B
L _J REDUCER DIMENSIONS C.O.R.

SIZE 0.D. (In.) STOCK CODE
(Inches) A B
SWEDGE REDUCER 5x4 5.563 4.500
6x5 6.625 5.563
NOTE:

For exact dimensions of various conduit types, refer to the manufacture's data sheets or the NEC-Chapter 9 Table 5. SHEET 40F7 UPDATED TABLES & STANDARD COUPLING ,. "I ELECTRIC CONSTRUCTION STANDARD

U UNDERGROUND CONDUIT

WITHOUT CONCRETE ENCASEMENT
Redding Electric Utility DES/REV DATE I ASSISTANT DIRE.CIOR - DISTRIBUTION I REVISED ~ DWG. NO. ... ... RO/TAM 11/03/92 I I/ /V JJ/!A_ :I 1't1- r-f) /( @f.ht J I 03/09/17 ill CS1010 ~ Packet Pg. 1421 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE
PLASTIC CONDUIT AND FITTINGS (Cont'd) 521.04

HOLE FOR
ATTACHING --0- BNE

RIGID CAP

END BELL

TEMPORARY

POLY PLUG
TABLE 9. CONDUIT CAPS
RIGID CAP IZI TEMP. POLY A
CONDUIT C.0.R. PLUG C.O.R.

SIZE (IN.) STOCK CODE STOCK CODE
2 3
4 5
6 IZI Rigid Cap for semi-permanent use.

A Temporary Cap will fit conduit, coupling, or bell end.

TABLE 10. END BELL
CONDUIT C.O.R.

SIZE (IN.) STOCK CODE
2 3
4 E380.04
5 6 E380.05
/----.J BELLED
END OR
STANDARD TABLE 11. CONDUIT BENDS L
45° BEND
Redding Electric
U Utility
COUPLING CONDUIT DEGREE DIMENSIONS (IN.) C.0.R. STOCK CODE SIZE (IN.) BEND R G L SCHED. 40 SCHED. 80
2 goo 24 2.25 43.2
45° 24 24.4
3 goo 48 3.25 75.4
goo 36 56.5
goo 24 37.7
90° BEND 45° 13 10.2

22.5° 13 5.1
4 goo 48 3.875 83.1 E381.44 E381.45
45° 36 36.0 E381.43 E381.3g

22.5° 36 21.g E381.41 E381.40
5 goo 48 3.875 75.4
goo 36 56.5
45° 24 18.g

22.5° 24 11.4
6 goo 48 5.5 86.4 E381.47 E381.48
45° 36 3g,3 E381.46 E381.38

22.5° 36 25.1 E381.42 E381.37

22.5° BEND
UPDATED END BELL SHEET 5 OF 7

ELECTRIC CONSTRUCTION STANDARD

UNDERGROUND CONDUIT

WITHOUT CONCRETE ENCASEMENT
DES/REV DATE DWG. NO.

RO/TAM 11;03;g2 CS1010 Packet Pg. 1422 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE
521.05
PLASTIC CONDUIT AND FITTINGS (Cont'd)
APPLICATION:
1) Plastic conduit shall be sawcut with a fine-toothed blade resulting in square cut ends. All burrs shall be removed and inside edges of sawcut ends shall be chamfered. 2) Apply a thin, uniform coating of cement to the outside spigot end of the conduit to the depth setting mark. Avoid excess use of cement to prevent the formation of a bead of cement on the interior shoulder of the joint since, when hardened, the bead can cause cable damage during installation.

Immediately after applying the coat of cement to the conduit, insert the conduit into the fitting socket until it bottoms at the fitting shoulder. Turn the conduit 1/4 turn during insertion to distribute the cement evenly. Hold the conduit in place for about one minute to prevent backing out. Wipe excess cement away from the outside of the joint. Weather conditions may vary the time of curing.

When using adhesive in confined areas, adequate ventilation must be provided. 3) Backfill containing large rock, paving material, cinders, large or sharp angular substance or corrosive material shall not be placed in excavation where such material may damage conduit, prevent adequate compaction, or contribute to corrosion of the conduit.

TABLE 11. SOLVENT CEMENT FOR USE WITH PLASTIC CONDUITS
APPLICATION QUANTITY APPROVED FOR PURCHASE STO~~-~ODE
Redding Electric
U Utility
PVC TO PVC QUART CARLON VC9962 E380.01
PVC TO PVC QUART CANTEX 7210603
UPDATED TITLE BLOCK AND CAD STANDARDS SHEET6 OF7

ELECTRIC CONSTRUCTION STANDARD

UNDERGROUND CONDUIT

WITHOUT CONCRETE ENCASEMENT
DES/REV I DATE I ASSJSTANT DIRl;CTOR - DISTRIBUTION I REVISED /\1 DWG. NO.

Rorr AM I 11103192 1~lt~ I 16 ;::.0 ;:z_ v A-pl./ I 03109117 fil cs101 o Packet Pg. 1423 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE
521.06
APPLICATION OF 5° COUPLING FOR LONG RADIUS BENDS
-~--2.5°
R
EXAMPLE:

Radius of Bend (R) = 60 Ft.

Angle of Bend (8) = 45°
From Table 13, the nearest value to 60 ft. radius is 57'-6" Length of Conduit = 5 ft.

From Table 14, for 45° angle,
No. of Couplings Required = 9
No. of Conduit Lengths Required = 8

STRAIGHT RUN
5° COUPLINGS

CONDUIT LENGTHS

STRAIGHT RUN
TABLE 13.

APPROX. RADIUS

OF BEND
11 '-6"
17'-3"
23'-0"
28'-9"
34'-9"
40'-3"
46'-0"
51'-9"
57'-6"
69'-0"
80'-6"
92'-0"
Redding Electric
U Utility
TABLE 14.

LENGTH OF EACH CONDUIT (Ft.) ANGLE NUMBER OF COUPLINGS AND (Using 5° Bend at Coupling) OF BEND CONDUIT LENGTHS REQUIRED 1 e COUPLING• CONDUIT

1.5 15° 3 2
2 30° 6 5

2.5 45° 9 8
3 60° 12 11

3.5 75° 15 14
4 goo 18 17

4.5 • See Table 6, Sheet 4.
5 6
7 8
REMOVED PG & E REFERENCE SHEET 7 OF 7

ELECTRIC CONSTRUCTION STANDARD

DES/REV
ROffAM

UNDERGROUND CONDUIT

WITHOUT CONCRETE ENCASEMENT

DATE CTOR - DISTRIBUTION
11/03/92
DWG. NO.

CS1010 Packet Pg. 1424 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

MINIMUM ALLOWABLE DISTANCE
CONDUIT <
PAGE \
522.00
REDRAWN SHEET 1 OF 1
NATURAL BEND - SEE CS1010; TABLE 4
r 7
Redding Electric Utility
b 1

CONDUIT SIZE
2"
4"
6"
45" BENDS - SEE CS1010; TABLE 11

ELECTRIC CONSTRUCTION STANDARD

MINIMUM ALLOWABLE CONDUIT DEVIATIONS
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

TGS/RLH ( 03/18/99 ( q.$-,-y 1 03/26/12 4 CSIOI 1 1
I\
FOR TRANSITION (in feet) < E+
< D-+

CONDUIT SIZE
2"
4"
6"

22.5" BENDS - SEE CS1010; TABLE 11
U

DISTANCE VERTICAL OR OF

HORIZONTAL

DEVIATION
7 l%h
%+
A

4.7 8.2

15.6 CONDUIT
in
\ I\
< c+
A
----
----
----

CONDUIT SIZE
4"
6"
DIAGRAM A u
B

6.7 11.7

22.0 B

6.0 6.0
A

3.6 3.6
\ I
< BB

3.7 4.5

4.5 < A+
I
C

7.8 14.2

27.0 C

8.4 8.4
\ I
C

4.7 5.5

5.5 D

8.9 16.0

30.6 D

10.9 10.9
E

9.7 17.9

35.0 D

5.7 6.5

6.5 E

13.3 13.3
E

6.7 7.5

7.5 Packet Pg. 1425 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE
523.00

FIGURE A
INSTAllATION OF BOXES IN SPECIAL FINISH SIDEWALKS
t--;,~ I--I:a~t
4"
II
3/8" RND.t----34~~--t
GALV.STEEL

DETAIL A

LIFTING EYE
SPECIAL FINISH COVER !LLIFTING EYE _____,~-::-----"L- SEE DETAIL "A" SIDEWALK \

BOX AND COVER

SIDEWALK SURFACE
TIMBER
,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
,
,
,
, ,
, ,
, ,
, ,
, ,
~J
,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
,
,
,
, ,
, ,
, ,
, ,
, ,
1-

SUSPEND BODY DURING

POURING TO MAKE FLUSH

WITH SIDEWALK

FIGURE B
INSTAllATION OF BOXES IN SIDEWALKS
INSTAllATION OF BOXES IN SPECIAL FINISH SIDEWALKS:

Frequently special surface sidewalks (brick, tile, terrazzo, etc.) are installed. For boxes 3'x5' and smaller the box and standard cover shall be installed 2" below final grade and the customer shall furnish and install the special finish cover as illustrated in Figure A.

The requirements for this cover are as follows:

1. No single section cover shall exceed 1251bs.

2. Provisions for removal shall be provided as shown in Detail A.

3. The special finish cover shall be identified by the letter "E" to indicate the location of the splice box.

4. This type of installation should be avoided in full traffic locations.

5. CAUTION: Cover design allows for maximum of 1/2" deflection under 8000lb. wheel load.

REDRAWN SHEET 1 OF 1
R~U
Redding Electric Utility DESiREV
RO/RLH

ELECTRIC CONSTRUCTION STANDARD

SECONDARY SPLICE BOX
INSTAllATION IN SIDEWALK
DATE
08/25/97
DWG. NO.

CS1107
Packet Pg. 1426 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract GENERAL NOTES:

1. Conduits must enter secondary box at
one end to allow for maximum cable
training room.

2. Final connector position must insure
that connector will not touch concrete,
or abrasion damage will cause
premature failure.

3. Minimum conductor bending radius is 5
times conductor diameter for 500
KCMIL and larger, or 4 times the
conductor diameter on 350 KCMIL and
smaller cable.

4. See drawing CS1112 for additional
information on conduit placement.

5. When present, street light grounding
conductor to utilize dedicated "small"
secondary connector.
~
~ 'l:__..l _ _____.__4_ ~ ~
~ ~
SEE CS1011 USE-----...__

CONDUIT TERMINATION AREA SHALL
1---BE WITHIN 12" MAX. FROM END OF
22-1/2° x 36" RADIUS

BENDS OR NATURAL

BEND OF CONDUIT
ADDED ITEM 5 TO NOTES AND DIAGRAM

SUBSTRUCTURE
LJ
===o

SIDEWALK

ELECTRIC CONSTRUCTION STANDARD

PLAN VIEW

TYPICAL
SHEET 1OF1

U SECONDARY SPLICE BOX LAYOUTS
DES/REV Redding Electric Utility RO/JCR 06/30/93 DATE
CS1108
DWG. NO.

Packet Pg. 1427 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1428
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1429
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1430
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1431
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract g" M
cc--'
()
1'J
cc--'
()
M
PAGE
525.01
USB-2E
USB-3E
USB-4E
1/2" x 1" PICK HOLE SLOT
1/2" THICK DIAMOND PATIERN

STEEL PLATE
1" HIGH WELDED LETIERING

PRIOR TO GALVANIZING

HOT-DIPPED GALVANIZED STEEL

CAP MITERED AND WELDED
1/2" DIA. HEAVY HEX NUT

TACK WELED BELOW
\
CONCRETE COLLAR @ PERIMITER OF BOX
W/2-#5 CONTINUOUS TIES W/24" MIN LAP
/ AC PAVING OR CONCRETE
, AS OCCURING
0'0 C)~ <::)
~~(l 0
CJ 0<:\ 0
o()~o~

III-III III
-II III U _III-
~ IIUlnll-
'-- MOISTURE CONDITION AND MECHANICALLY

COMPACT NATIVE SOILS AND TRENCH
BACKFILL PRIOR TO INSTALLING BOX.
(COMPACTION INSPECTION BY REU IS REQ'D)
NOTES:

1. Provide CHRISTY 82436 box, 82436-52JH cover, and 82436x12 extension manufactured by Oldcastle Enclosures unless prior written approval has been obtained from the engineering division of REU.

2. Where box extensions are used, concrete shall extend to the the full depth of the excavation.

3. 8uilder shall obtain inspection by REU prior to placing concrete.

4. Lids shall be hot-dipped galvanized or have an epoxy-coated non-skid sand finish.

5. Concrete for collar shall comply with green book class 560-8-3250.

6. Reinforcing steel for collar shall comply with ASTM A615 GR 40 or 60.

CONCRETE ELECTRIC PULL BOXES 2E, 3E, 4E R~U TRAFFIC RATED Redding Electric Utility

NEW DRAWING

DES/REV
CMHI
DATE
11105/11

ELECTRIC CONSTRUCTION STANDARD
SHEET 2 OF 2
DWG.NO.

CS1110 Packet Pg. 1432 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract --

LATERAL LOCATION

1. FOR CONDUIT SIZE SEE

PLANS & SPEC'S OR

ATTACHED LETTER

2. MERE SHALL BE A
MAXIMUM Of FOUR (4) CONDUITS IN A BOX.

Packet Pg. 1433 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract t
PAGE 3
526.00
PARCEL "A I PARCEL "B"
I
USE 22.5" X 36 RADIUS BENDS

CONDUIT TERMINATION AREA OR LONGITUDINAL BENDING OF
SHALL BE WITHIN 12 MAX. CONDUIT AS SHOWN PER PMr
FROM END OF SUBSTRUCTURE. CONSTRUCTION STANDARD
PAGE 522.00 (CS1011).
._-------
--_-__-

UTII-ITY TRENCH

ELECTRIC SECONDARY CONDUITS
DETAIL "A"
NOTES:
1 .) All conduits shall be grouped within 12" of the street side of the secondary box. (See Detail "A)

2.) Service conduit stubs shall be installed by the developer and shall extend at least (3') three feet into parcel being served. The end of the service conduit stub must clear all equipment pads by at least (2') two feet.

The builder shall complete the service conduit run from the conduit stub to the service panel.

3.) Prior to the date of this construction standard, service conduits were not stubbed to parcels as a practice, therefore stubs may not always be present on all existing parcels. Where stubs are not present the builder shall complete the service conduit run from a secondary box to the service panel.

4.) For conduit sizes see plans, specification or other applicable construction standards.

5.) All conduits shall be extended a minimum of 3" and a maximum of 5 above the bottom of the box.

6.) Service conduits installed by the owner/builder shall rise in the secondary box immediately adjacent to secondary conduits as shown.

7.) Conduit sweeps shall not be cut or otherwise modified.

NEW PLACEMENT SHEET 1 OF 1
r 7
Redding Electric Utility
b A

ELECTRIC CONSTRUCTION STANDARD

CONDUIT PLACEMENT - SECONDARY BOX
2E, 3E OR 4E BOX AT PROPERTY LINE
DESIRE" I DATEI ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

F TGSIRLH I OCT. 90 1 .U-wy 1 8/25/11 & CS1112 )
V Packet Pg. 1434 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract I PAGE
EXTEND THRU 2" KNOCK-OUT
TO EXISTING GUTTER & DAYLIGHT.
2-20 AMP 1 P CIRCUIT BREAKERS

AND DUPLEX GROUNDING TYPE
RECEPTACLE. SEE SPECIAL

CONDITIONS OF SPECIFICATION
FOR MORE INFORMATION.

CHECK VALVE HYDROMATIC
#HCV-125 NON-SLAM.

LIGHT FIXTURE FOR VAULT.
.C. SCHEDULE 40

PIPING FOR PUMP
DISCHARGE.
6" COMPACTED 112

RIVER RUN GRAVEL
TO 314"
BEDDING.
/ - 24" CONCRETE T&G TILE, 30" LONG
SUMP PUMP ALL BRONZE 40 G.P.M.
@ 15' HEAD, 113 H.P. 120 VOLT, WlTH
1 BUILT IN LEVEL SWITCH. HYDROMA'rIC
SP-33AB.

WlTH 4" SLAB IN BOTTOM AND GALV.

GRATING COVER WITH CENTER HOLE

FOR POWER CONNECTION AND
DISCHARGE PIPING.

REDRAWN SHEET 1 OF 1
r 1 ELECTRIC CONSTRUCTION STANDARD
Redding Electric Utility
L A

SUMP PUMP DETAILS
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION 1 REVISED DWG. NO. 1RLH I 1 02/05/12 A CS1113
Packet Pg. 1435 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 518" X 1" HOLE
DETAIL "A"

BOLT DOWN BRACKET - BOX
-114" HOLES FOR
I.D. PLATE
SEE DETAIL "C"
SEE DETAIL "D"
DETAIL "B" THlS PAGE

GRADE ADJUSTING FEATURE
112" EXPANSION MATERIAL
SEE DETAIL "D
DETAIL "B" - ALTERNATE THlS PAGE

GRADE ADJUSTING FEATURE

REDRAWN
\ PAGE
530.00
r T
3"

TYPICAL
Redding Electric Utility
L A

AND VAULT DETAILS
DES'REV I DATE I ASSISTAt!&QIRECTOR - DISTRIBUTION I REVISED DWG. NO.

ROICMH 1 09/14/92 1 \?%-J(- 1 05122112& CS1114 )
- 8" -
DETAIL "C"

IDENTIFICATION PLATE
6 3-112"
12 GAUGE METAL
DETAIL "D"

ADJUSTMENT BOLT SLIPPORT BRACKET
1-114"

CHANNEL BAR
(COIL THREAD)
DETAIL "EM

BOLT DOWN FEATLIRE - COVER
SHEET 1 OF 1

ELECTRIC CONSTRUCTION STANDARD

ELECTRIC SPLICE BOX
I
V

HIGH VOLTAGE
R.E.U. MFG.
/
Packet Pg. 1436 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract . .A* .. '
PAGE \
'., .. . :. t.. .. r - .. ... .. ,_:.. .. 4.. : .+ 4.. 1 ..... A . .... . 4.: .... 4.. :
531 .OO
*: ...
. .
- 4"
($
..
. .
.

A.
.4~
. '

GROUND ROD

CONTINUOUS

WELDMENT CONTINUOUS WELDMENT
BOTH SIDES BOTH SIDES.

REBAR REBAR

SIDE VIEW FRONT VIEW

MOUNTING DETAIL
0- - 518" GROUND ROD LOCATION - -O I (2 REQUIRED) 1"
s . . , . - .'. *a.. .: .. . . ..... . ' .:'. . - . .
t ..: 1 .*.. 4:.,
A

4. . .I . '. PLAN VIEW
+:.
...
4'
.*
&
P
b
1 E
. . ..... . . .... ... .
($
3' x 5' SPLICE BOX &
4'~~-6",4'X8'&6'X 12'

ELECTRICAL VAULT
11 .
. Q .... 'A'.'.... . . . . 903'- p ........ Q. . . REBAR ATTACHMENT DETAIL .. . . d..'
. . . A,
.. . . .... .... . . .. ... . . . . - .-..A:.. '-I.'. '.q NOTE:

Both ground rods shall be welded to one continuous run of bare or zinc galvanized or other electrically conductive GROUND ROD DETAIL coated steel reinforcing bars or rods of not less than 5/8"0 x 16" COPPER COATED STEEL twenty (20) feet in length and 112" (12.7mm) in diameter which is encased by at least 2" (50.8) of concrete. This continuous run may be part of the reinforcing cage within the floor area only.

REDRAWN SHEET 1 OF 1
r '. , . , . A'.' ,. ' . . q. '4..
p T
Redding Electric Utility

ELECTRIC CONSTRUCTION STANDARD

PRIMARY SPLICE BOX AND

ELECTRIC VAULT GROUNDING DETAILS
DES'REV 1 DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

L ROIRLH 1 08/01/89 1 1 05/09/12& CS1115 ) Packet Pg. 1437 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Ill I Ill I
L LA I1 LA J 1 518
PAGE 7
APPLY MASTIC, r,"i 532.00
PLASTIC OR ASPHALT 511 6"
SEAL PER ASTM C877
AT ALL JOINTS 2 118"
7t-i
- ] 4 PLACES r- 1 118
-J (NOT FOR I-IFTING) Lr ri ri i 1 114" Ill I I I, ,

LIFTING EYE LOCATION
TOP
@
DETAIL "A"
SEE DWG. CS1117 & CS11126 lDNGUE & GROOVE
5'-oV FOR FRAME &COVER
4 112" DETAILS 31-0" - 4
TYP. -- 7
DETAIL "A" =I
- 4" KNOCKOUTS
1 " WEBB THICKNESS
' 4" CONDUIT

TERMINATORS

CAST IN VAULT
SIDE END IN 8 PLACES AS INDICATED BY "T"
NOTES :

1. The splice box shall be precast with dimensions as shown. Design strength shall meet or exceed the latest edition of ASTM C857 designation A-16 for (AASHTO DESIGNATION HS 20-44) based on 16,0001bs per wheel, lO"x20" wheel load area and increased 30% for an impact factor. Proof of specification compliance shall be the responsibility of the contractor andlor vendor.

2. Two 518" ground rods shall be provided in the splice box per REU Drawing CS1115.

3. The excavation shall allow for the overall assembled height of the splice box plus added height of risers, manhole casting, frames, covers, and bedding materials. A minimum clearance of 6" around the side walls of the splice box is required for ease of installation. It shall be the contractors responsibility to verify excavation requirement with the vendor supplying the vault for each specific location.

4. The bedding materials shall consist of 3" to 6" of mechanically compacted Caltrans 314" Class 2 aggregate per City of Redding Construction Standard Page 100.00.

5. The precast splice box shall be assembled by lowering each section into the excavation. The base section is lowered first, set level, firmly positioned and mastic sealant installed before placing intermediate and top sections. Care shall be taken to insure that the seal surfaces are clean and that the gasket material is properly placed.

6. Backfill shall consist of 314" Caltrans Class 2 aggregate. Backfilling shall not commence until splice box is completely assembled. Backfilling shall be installed in 12 maximum lifts and mechanically compacted to 90% relative compaction.

Alternatively, slurry backfill per Page 61 1 .OO may be used with no compaction required.

7. All grouting of risers, covers, conduits or specified sections of splice boxes shall be the responsibility of the customer and/or contractor.

8. See REU Drawing CS1114 for splice box construction and installation details.

9. Pull irons shall be designed for 20,000 Ibs. Ultimate, with a safety factor of two. (40,000 Ibs.)

10. All extensions shall be provided with four lifting eyes or other approved lifting means. Each lifting attachment point shall be capable of lifting the total extension weight plus 150%.

11. All sections of a splice box shall be permanently marked with delivery date.

REDRAWN SHEET 1 OF 1
r 7
REU
Redding Electric Utility

ELECTRIC CONSTRUCTION STANDARD
3'4" x 5~0"

PRIMARY SPLICE BOX
DES'REV I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

L ROICMH 1 08/01/89 1 a- 'kL \fi> 1 05/22112& CS1116 1
Packet Pg. 1438 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE
534.00
LIFTING EYE LOCATION, 4 PLACES
__ ]_._1 3/8"
~
FLUSH 7/8" DIA.

PULL IRONS
,---- APPLY MASTIC,
4 PLACES
TOP
6"TYP
· 1 i· 6'-6"
o-- LIFTING EYE

LOCATION
4 PLACES

KNOCKOUTS WITH
1"WEBB

THICKNESS
9" 6"
24 PLACES -$--$-
-$--$- : -$--$-
SIDE
NOTES:

SEE DWG. CS1119 FOR
1-l
2 1/4"
DETAIL "A"

TONGUE & GROOVE
FRAME & COVER 1 · "' I
--- DETAILS --
~,___......_~~~~~---;..~
4'-0"
SEE DETAIL "A"
END

PLASTIC OR ASPHALT
SEAL PER ASTM C877

AT ALL JOINTS
4" KNOCKOUTS
1" WEBB THICKNESS
24 PLACES
4" CONDUIT

TERMINATORS

CAST IN VAULT
IN 8 PLACES AS
INDICATED BY ''T"

1. The splice box shall be poured in place or precast with dimensions as shown. Design strength shall meet or exceed the latest edition of ASTM C857 designation A-16 for (AASHTO DESIGNATION HS 20-44) based on 16,000lbs per wheel, 1 O"x20" wheel load area and increased 30% for an impact factor. Proof of specification compliance shall be the responsibility of the contractor and/or vendor.

2. Two 518" ground rods shall be provided in the splice box per REU Drawing CS1115.

4. The bedding materials shall consist of 3" to 6" of mechanically compacted Caltrans 3/4" Class 2 aggregate per City of Redding Construction Standard Page 100.00.

Care shall be taken to insure that the seal surfaces are clean and that the gasket material is properly placed.

6. Backfill shall consist of 3/4" Caltrans Class 2 aggregate. Backfilling shall not commence until splice box is completely assembled. Backfilling shall be installed in 12" maximum lifts and mechanically compacted to 90% relative compaction. Alternatively, slurry backfill per Page 611 .00 may be used with no compaction required.

7. All grouting of risers, covers, conduits or specified sections of splice boxes shall be the responsibility of the customer and/or contractor.

8. See REU Drawing CS1114 for splice box construction and installation details.

9. Pull irons shall be designed for 20,000 lbs. Ultimate, with a safety factor of two. (40,000 lbs.)

10. All extensions shall be provided with four lifting eyes or other approved lifting means. Each lifting attachment point shall be capable of lifting the total extension weight plus 150%.

11. All sections of a splice box shall be permanently marked with delivery date.

ADDED DIMENSION TO SIDE VIEW SHEET 1OF1
U DES/REV Redding Electric Utility /JCR

ELECTRIC CONSTRUCTION STANDARD
4'·0" x 6'-6"

PRIMARY ELECTRICAL VAULT

DATE RATIONS REVISED
08/01/89 09/1 5/20
DWG. NO.

CS1118
Packet Pg. 1439 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

IDENTIFICATION PLATE
SEE DETAIL "C"
DWG. CS1114
2-HOLES 911 6 DIA.

SEE DETAIL "C"
DWG. CS1114
- COVER BOLT DOWN (TYP)
- REMOVABLE BEAMS
("I" BEAMS SHOWN

FOR REFERENCE ONLY)
SEE DETAIL "C" SUPPORT BRACKET GRADE ADJUSTING
DWG. CS1114 SEE DETAIL "D"
DWG. CS1114 BOLT, 4-CORNERS,
SEE DETAIL "6
DWG. CS1114
6-5 114"

SECTION X-X

FRAME ASSEMBLY

1. The frame and cover assembly shall meet dimension requirements as shown and design strength shall meet or exceed the latest edition of ASTM C 857 designation A-16 (AASHTO DESIGNATIOIV HS 20-40) based on 16,0001bs. per wheel, 10x20" wheel load area and increased 30% for an impact factor. Proof of specification compliance shall be the responsibility of the contractor and/or vendor.

2. Covers shall be installed within an adjustable frame which shall have a minmum of three inches of adjustment. All steel shall be galvanized as per the latest revision of ASTM Spec. A-123, or shall be an epoxy non-skid sand finish.

3. Identification plate (one) shall be supplied and state "HIGH VOLTAGE" "R.E.U.". See Detail "C" on Drawing CS1114.

4. All grouting of risers, covers, conduits or specific sections of splice box shall be the responsibility of the customer and/or contractor. Grout used between frame and splice box shall be suitable for full traffic loads and consistent with ASTM C 857 designation A-16 loading and shall be allowed to cure 24 hours before any load is applied. See Drawing CS1118 for 4-0" x 6'-6" electrical vault.

5. See Drawing CS1114 for construction and installation details.

6. All sections of a splice box must be permanently marked with the delivery date.

7. Removable beams shall have a 1" diameter hole in each end for lifting.

REDRAWN SHEET 1 OF 1
P 7
REU
Redding Electric Utility
L A

ELECTRIC CONSTRUCTION STANDARD

FRAME & COVER ASSEMBLY
4'-0" x 6'-6" PRIMARY ELECTRIC VAULT
DESIREV I DATE I ASSISTANT DIRECTOR - DISTRIBUTION 1 REVISED DWG. NO.

ROIRLH 1 08/01/89 1 I 03/26/12& CS1119 ) V Packet Pg. 1440 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract I1 I I I,
Ll J L Ll
- - - - * FLUSH 718" DIA. E
PAGE \
3/w
536.00
1 112"
2 314" APPLY MASTIC,

PLASTIC OR ASPHALT
SEAL PER ASTM C877

AT ALL JOINTS
2 114"
81 r-7 I 8 r 0 ri EF
DETAIL "A"
v,-

TOP TONGUE & GROOVE
SEE DWG. CS1121 & CS1129

FOR FRAME & COVER
v
y

DETAILS

LIFTING EYE
LOCATION "to *
7 - L - 3'

SIDE END
NOTES :

1. The splice box shall be poured in place or precast with dimensions as shown. Design strength shall meet or exceed the latest edition of ASTM C857 designation A-16 for (AASHTO DESIGNATION HS 20-44) based on 16,0001bs per wheel, 1 O"x20" wheel load area and increased 30% for an impact factor. Proof of specification compliance shall be the responsibility of the contractor and/or vendor.

2. Two 518" ground rods shall be provided in the splice box per REU Drawing CS1115.

4. The bedding materials shall consist of 3" to 6" of mechanically compacted Caltrans 314" Class 2 aggregate per City of Redding Construction Standard Page 100.00.

6. Backfill shall consist of 314" Caltrans Class 2 aggregate. Backfilling shall not commence until splice box is completely assembled. Backfilling shall be installed in 12" maximum lifts and mechanically compacted to 90% relative compaction.

Alternatively, slurry backfill per Page 61 1 .OO may be used with no compaction required.

7. All grouting of risers, covers, conduits or specified sections of splice boxes shall be the responsibility of the customer and/or contractor.

8. See REU Drawing CS1114 for splice box construction and installation details.

9. Pull irons shall be designed for 20,000 Ibs. Llltimate, with a safety factor of two. (40,000 Ibs.)

10. All extensions shall be provided with four lifting eyes or other approved lifting means. Each lifting attachment point shall be capable of lifting the total extension weight plus 150%.

11. All sections of a splice box shall be permanently marked with delivery date.

REDRAWN SHEET 1 OF 1
4 PLACES
6" KNOCKOUTS
1 " WEBB THICKNESS
9" 6"-
;;od l6 >!::
r 7
REU
Redding Electric Utility
L A
v
--9@ io

ELECTRIC CONSTRUCTION STANDARD
4'+" X 8'4"

PRIMARY ELECTRIC VAULT
I DATE ( ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

ROIRLH 1 08/01/89 1 %. \C --p 1 07/12/12 CS1120 J
---00::
u
-;
-
2 (I
2 ,
COND.TERMlNATOR 4" TERM.

CAST IN VAULT ON
BOTH ENDS AS SHOWN. 6" TERM.
8-4" & 8-6" TOTAL QTY.

Packet Pg. 1441 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE \
538.00
SEE DRAWING CS1121 FOR

COVER AND FRAME DETAILS
DETAIL "A"

TONGUE & GROOVE

KNOCKOUTS
6 CONDUIT

TERMINATORS

CAST IN VAULT
IN 16 PLACES AS
INDICATED BY "T"

INSTALL PLASTIC MASTIC
(SEE DETAIL "A") 5 FLUSH MOUNTED
718" PULLING IRONS
NOTES : (EACH END)

1. The splice box shall be poured in place or precast with dimensions as shown. Design strength shall meet or exceed the latest edition of ASTM C857 designation A-16 for (AASHTO DESIGNATION HS 20-44) based on 16,0001bs per wheel, 1 O"x20 wheel load area and increased 30% for an impact factor. Proof of specification compliance shall be the responsibility of the contractor andlor vendor.

2. Two 518" ground rods shall be provided in the splice box per REU Drawing CS1115.

3. The excavation shall allow for the overall assembled height of the splice box plus added height of risers, manhole casting, frames, covers, and bedding materials. A minimum clearance of 6 around the side walls of the splice box is required for ease of installation. It shall be the contractors responsibility to verify excavation requirement with the vendor supplying the vault for each specific location.

4. The bedding materials shall consist of 3" to 6 of mechanically compacted Caltrans 314 Class 2 aggregate per City of Redding Construction Standard Page 100.00.

Alternatively, slurry backfill per Page 61 1 .OO may be used with no compaction required.

7. All grouting of risers, covers, conduits or specified sections of splice boxes shall be the responsibility of the customer andlor contractor.

8. See REU Drawing CS1114 for splice box construction and installation details.

9. Pull irons shall be designed for 20,000 Ibs. Ultimate, with a safety factor of two. (40,000 Ibs.)

10. All extensions shall be provided with four lifting eyes or other approved lifting means. Each lifting attachment point shall be capable of lifting the total extension weight plus 150%.

11. All sections of a splice box shall be permanently marked with delivery date.

REDRAWN SHEET 1 OF 2
r T
Redding Electric Utility
L A

ELECTRIC CONSTRUCTION STANDARD
6'-0" X 12'-01'

PRIMARY ELECTRICAL VAULT
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

ROIRLH 1 08/01/89 1 -d--T+ 1 05122112 CS1122 / , Packet Pg. 1442 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE \
538.01
SEE DRAWING CS1123 FOR

COVER AND FRAME DETAILS
DETAIL "A"

TONGUE & GROOVE

KNOCKOUTS
6 CONDUIT

TERMINATORS

CAST IN VAULT
IN 16 PLACES AS
INDICATED BY "T"

INSTALL PLASTIC MASTIC

SEALANT INCLUDED WITH
(SEE DETAIL "A") 5 FLUSH MOUNTED
718" PULI-ING IRONS
NOTES : (EACH END)

1. The splice box shall be poured in place or precast with dimensions as shown. Design strength shall meet or exceed the latest edition of ASTM C857 designation A-16 for (AASHTO DESIGNATION HS 20-44) based on 16,0001bs per wheel, 1OWx2O wheel load area and increased 30% for an impact factor. Proof of specification compliance shall be the responsibility of the contractor and/or vendor.

2. Two 518" ground rods shall be provided in the splice box per REU Drawing CS1115.

4. The bedding materials shall consist of 3" to 6 of mechanically compacted Caltrans 314" Class 2 aggregate per City of Redding Construction Standard Page 100.00.

Alternatively, slurry backfill per Page 61 1.00 may be used with no compaction required.

7. All grouting of risers, covers, conduits or specified sections of splice boxes shall be the responsibility of the customer and/or contractor.

8. Pull irons shall be designed for 20,000 Ibs. Ultimate, with a safety factor of two. (40,000 Ibs.)

9. All extensions shall be provided with four lifting eyes or other approved lifting means. Each lifting attachment point shall be capable of lifting the total extension weight plus 150%.

10. All sections of a splice box shall be permanently marked with delivery date.

REDRAWN SHEET 2 OF 2
r T
ReU
Redding Electric Utility
L A

ELECTRIC CONSTRUCTION STANDARD
6'-0" X 12'-OW

PRIMARY ELECTRICAL VALILT
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

ROIRLH 1 08/01/89 1 "1-5. \C-+ 1 05/22/12 CS1122 - Packet Pg. 1443 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

THREADED INSERTS

LIDS AVAILABLE

1. CONCRETE

2. CONCRETE W/ HINGED READING

3. STEEL-LIGHT TRAFFIC

4. AVAILABLE WITH OR WIT .............. 136 LBS
CONCRETE ELECT PULL BOX 5E
Packet Pg. 1444 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 0 .. - ·:-·· .. : ~ .
x
1/2" PENTHEAD BOLT ~1
· .. . ~· .·· ·. ,; ·. __ __ ,_ .
. . · . . . ~ . .-.-.

NOTE3

PLAN VIEW
r o® ~o '.J
1~'~~~~~~~1----+-~~> ,_ z _,

SIDE VIEW

DIMENSION TABLE
PRIMARY u v w x y z VAULT
3'X5' 4" 7 5/8" 40 13/16" 70 3/8" 35" 58 3/4"
4'-0" x 6'-6" 4" 8 5/8" 52 7/8" 86 3/4" 47 1/8" 75 3/4" 4'-6" x 8'-6" 4" 8 9/16" 59 3/8" 110 3/4" 53" 99 7/8"
NOTES
PAGE
540.00
\ -SEE DETAIL
V "B" - SHEET 2
>-

END VIEW

PUBLIC REU WORKS STANDARDS STANDARDS
(NOTE 5) (NOTE 5)
532 CS1116
534 CS1118
536 CS1120

1. The frame and cover assembly shall meet dimension requirements as shown and design strength shall meet or exceed the latest edition of ASTM C-857 (AASHTO H1 O Standards) based on 8000 lbs. per wheel, 1 O"x10" wheel load area.

Proof of specification compliance shall be responsibility of the contractor and/or vendor.

2. Covers shall be installed within an adjustable frame which shall have a minimum of three inches of adjustment. All steel shall be galvanized as per the latest revision of ASTM Spec. A-123, or shall be an epoxy non-skid sand finish.

3. All covers shall have four locations for nameplates. One shall be supplied and state; "HIGH VOLTAGE" "R.E.U."

4. All grouting of risers, covers, conduits or specific sections of splice box shall be the responsibility of the customer and/or contractor. Grout used between frame and splice box shall be suitable for full traffic loads and consistent with ASTM C-857 designation A-16 loading and shall be allowed to cure 24 hours before any load is applied.

5. See referenced standards for associated vaults.

6. For use in sidewalks, paved and unpaved pedestrian areas, and any other area subject to occasional vehicle traffic.

7. All covers shall be torsion assist and have a R.E.U. approved skid resistant surface, hold open latches, Camlock bolt-down, and clear opening.

R
City of Redding
Electric Utlllty
UPDATED DIMENSION TABLE SHEET 1 OF2

ELECTRIC CONSTRUCTION STANDARD

ALUMINUM QUICK RELEASE COVER ASSEMBLY

INCIDENTAL TRAFFIC PRIMARY SPLICE BOX
DES/REV DATE REVISED DWG. NO.

RLH/JCR 07/19/07 08/11/21 CS1126 Packet Pg. 1445 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

DETAIL A

GRADE ADJUSTING BOLT

SKID RESISTANT

SURFACE

DETAIL B
SEE DETAIL "C"

THIS PAGE

GRADE ADJUSTING FEATURE

UPDATED CAD STANDARDS
SEE DETAIL "A"

THIS PAGE
PAGE
540.01

CAMLOCK

BOLT-DOWN

HOLD OPEN

LATCH AND

TORSION
ASSIST.

ISOMETRIC VIEW

DETAIL C

ADJUSTMENT BOLT

SUPPORT BRACKET
SHEET 2 OF2

ELECTRIC CONSTRUCTION STANDARD
Redding Electric
U Utility

ALUMINUM QUICK RELEASE COVER ASSEMBLY

INCIDENTAL TRAFFIC PRIMARY SPLICE BOX
DES/REV DATE PE RATIONS DWG. NO.

RLH/JCR 07/19/07 CS1126
Packet Pg. 1446 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

COPPER GROUND
BUSS PER CS600
WORKING SPACE 30nx36"x6'6"
PER: 1993 NESC 3238

GROUNDING ROD

COPPER GROUND BUS
PER CS600
1) Follow cable routing as indicated by @ & @.
2) 200 Amp tap cable may be trained to any available end wall conduit. 3) Unistrut for portable parking stands may be installed when test elbows are installed. 4) Cable, terminator, and working space requirements prohibit the installation of more than one circuit in 4'6"x8'6" vault.
5) See drawing CS1 131 for two circuits in single vault installations.

RMISED ASSEMBLY CODE
Packet Pg. 1447 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract UPV48-2 '
UPV48-3

REVISED ASSEMBLY CODE

MATERIAL LIST
* FOR MATERIAL REFERENCE SEE CS902.
* * FOR GROUNDING REQUIREMENTS AND
MATERIAL REFERENCE SEE CS600.

Packet Pg. 1448 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

COPPER GROUND
BUSS PER CS600

MINIMUM CABLE

BENDING RADIUS

GROUNDING ROD
PER CS600
4) Unistrut for portable parking stands may be installed when test elbows are installed. 5) See drawing CS1 131 for two circuits in single vault installations.

THREE WAY CIRCUIT
Packet Pg. 1449 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

OPTION A

DEEPER VAULT
ONE 600 AMP CIRCUIT
O O 1 ONE 600 AMP CIRCUIT

THREE WAY IN
4'6"x 8'6"x 7'6" OR

DEEPER VAULT

NEW DRAWING CABLE 'TRAINING
Packet Pg. 1450 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract \

HOLES FOR

UNISTRUT

SUPPORTS
ONE 600 AMP CIRCUIT TWO WAYS
IN 4'6"x8'6"~6'6" D VAULT

UNISTRUT

SUPPORTS
I
I
I
6'6"

HOLES FOR
1 UNISTRUT

SUPPORTS
ONE 600 AMP CIRCUIT THREE WAYS
IN 4'6"~8'6"~6'6"D VAULT
T 6'6"

UNISTRUT

SUPPORTS
31"
MIN. 1
I

HOLES FOR
L

UNISTRUT

SUPPORTS
ONE 600 AMP CIRCUIT THREE WAYS
IN 4'6"~8'6"~7'6"D VAULT

HOLES FOR

NEW DRAWING
Packet Pg. 1451 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 600 AMP ELBOW CONFIGURATION DIMENSIONS

AND ARE NOT INTENDED TO BE
LEFT IN VAULTS.

HOLES DRILLED TO

LIGHTEN THE WEIGHT

PORTABLE PARKING STAND
MISC. DIMENSIONS
Packet Pg. 1452 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PER: 1993 NESC 3238

PORTABLE PARKING STAND

NOT SHOWN IN TOP
VIEW FOR CLARIlY.

GROUNDING ROD

SECTION A-A
1) Follow cable routing as indicated by circuit@ & circuit @. 2) 200 Amp tap cable may be trained to any available end wall conduit. 3) Unistrut for portable parking stands may be installed when test elbows are installed. 4) See drawing CS1130 for one circuit in a single vault. 5) Side wall unistrut should be used as required to reduce stress on elbows due to cable weight. 6) The copper ground bus illustrated shall be constructed with one continuous length of conductor and shall be assembled at both ends of vault.

TWO WAY ClRCLllT
Packet Pg. 1453 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

MATERIAL I-IST
UPV48-22 '
UPV48-32
* FOR MATERIAL REFERENCE SEE CS902.
* * FOR GROUNDING REQLIIREMENTS AND
MATERIAL REFERENCE SEE CS600.

REVISED ASSEMBLY CODE SHEET 2 OF 7
Packet Pg. 1454 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract WORKING SPACE 3OWx36"x6'6"
PER: 1993 NESC 3238

PORTABLE PARKING STAND
ON FIXED UNISTRUT.

NOT SHOWN IN TOP
VIEW FOR CLARIN.

COPPER GROUND BUS

GROUNDING ROD
1) Follow cable routing as indicated by circuit @ & circuit @. 2) 200 Amp tap cable may be trained to any available end wall conduit. 3) Unistrut for portable parking stands may be installed when test elbows are installed. 4) See drawing CS1130 for one circuit in a single vault. 5) Side wall unistrut should be used as required to reduce stress on elbows due to cable weight. 6) The copper ground bus illustrated shall be constructed with one continuous length of conductor and shall be assembled at both ends of vault.

THREE WAY CIRCUIT
Packet Pg. 1455 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

OPTION A
TWO 600 AMP CIRCUIT
4'6"x 8'6"x 6'6" OR

DEEPER VAULT
TWO 600 AMP CIRCUIT

THREE WAY IN
4'6"x 8'6"x 6'6"

PREFERRED CABLE TRAINING
NOTES :

1. Cable training options are quite numerous. Illustrated are preferred methods of training, to train cable for unique applications refer to the following notes.

2. End walls of vaults should always be used for entering or exiting. If side wall must be used DO NOT MAKE THE CABLE RUN EXCESSIVE (hand pull only).

3. Cables shall always be trained at perimeter of vault in a circular fashion, NOT CROSSING CORNER TO CORNER.

4. 30mx 36" area in center of vault shall be clear of cables at all times. This is a is a minimum work space. More work space is allowable.

5. If a 200 Amp tap is necessary any available end wall conduit or knock out is allowed. (Be sure conduit is not intended for future feeder.) Side wall should be avoided but if it must be used, keep cable run short (hand pull only).

Packet Pg. 1456 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract \

HOLES FOR

UNISTRUT

SUPPORTS
TWO 600 AMP CIRCUIT TWO WAYS
IN 4'6"x8'6"~6'6" D VAULT
I

HOLES FOR

UNISTRUT

SUPPORTS
TWO 600 AMP CIRCUIT THREE WAYS
IN 4'6" x8'6" x6'6" D VAULT

HOLES FOR

UNISTRUT

SUPPORTS
TWO 600 AMP ClRClJlT THREE WAYS
IN 4'6" x8'6" x7'6" D VAULT
Packet Pg. 1457 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 600 AMP ELBOW CONFIGURATION DIMENSIONS
NOTE: PORTABLE PARKING STAND SLIDES

OVER A FIXED PIECE OF UNISTRUT

AND ARE NOT INTENDED TO BE
LEFT IN VAULTS.

HOLES DRILLED TO

PORTABLE PARKING STAND
Packet Pg. 1458 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract NOTES:
- -
1) See sheet 2 for material requirements by application.

Packet Pg. 1459 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 22"x 64"x 1/4"

DIAMOND PLATE COVER
(COVER TO BE FLUSH WITH TOP

OF CONCRETE PAD)
LABELED "R.E.U. HIGH VOLTAGE"
52"x 12" ACCESS
OPENING\
PAD WILL OVERHANG _j
3X5 VAULT BY 3 1/2" ON
THE BACK, 1 1/2" ON
THE SIDES AND 1 1/2" ON

THE FRONT
PAGE
542.00
r HOLD DOWN ASSEMBLY.

COURSE THREAD PENTAHEAD BOLTS (TOTAL OF 4)
1 1/2" x 2" SLOT FOR LID
REMOVAL (2-TOTAL)
2"x 2"x 1/4" r ANGLE FRAME
(GALVANIZED STEEL)
18"x 60" ACCESS OPENING
* FACES OF ACCESS OPENING TO BE
FLUSH WITH INSIDE OF BOX.

PAD FOR 200A SECTIONALIZING ENCLOSURE
(TO BE PLACED ON TOP OF A STANDARD 3'X5' VAULT - SEE CS1116) Redding Electric
U Utility
ADDED LID REMOVAL SLOTS SHEET 1OF3

DES/REV

CBG/JCR

ELECTRIC CONSTRUCTION STANDARD
200 AMP PADMOUNT

SECTIONALIZING ENCLOSURE DETAILS
DATE
09/07/10
DWG. NO.

CS1132
Packet Pg. 1460 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE
ITEM QTY. DESCRIPTION
1 1 BODY WELDMENT

SECTIONALIZING CABINET
MANUFACTURER PART NO. 542.01
2 1 COVER WELDMENT MA YSTEEL CC360-22TH *
3 3 MOUNTING BAR
4 1
5 1
6 6

WIND STOP

PENTA BOLT
5/16 -18x1.125 HHCS
*TO GET 3 - 4 WAY J-BARS INSTALLED BY
MAYSTEEL ADD 3 COOPER POWER SYTEM
PART #LJ215C4U TO THE ORDER.
7 2 1/2 FLAT WASHER
8 1 1/2 - 13x1 HEX HD CAP
9 1 1/2 SPRING NOTE:
10 1
11 1
12 112 ONE WAY WASHER

NEOPRENE GASKET

NOT USED

1. ENCLOSURE SHALL BE FABRICATED FROM
12 GAUGE STEEL. MUNSELL GREEN POWDER
COAT.
13 14 1
15 2
16 2

NOT USED

HANDLE WELDM'T
CARRIAGE BOLT 1 /4 - 20
WHIZ LOCK NUT 1/4 - 20

52.00 57.00 0
LO LO . ,...._ J 4.ooi----____ 2_6_.0_0 ___ ~1
f----,_ 1 .5o I /f jj ....... -=~~~~~~~~~~"'="~~~~~~~~~~~~ f1~----------------------::::<:?=---------------------~:::::::.~1.=-- 1 I I I
11 I I
11 11 0

I I I I LO
ll \\ r--=o 11 11 ~ 0
(:: : : 0 ~ 1 I I I I I 1
I
I I I
-i------------------------------------------------------L- _ 0 0 0-+-~ ~--------------------------------------------------------- (6) .562 x 1.125
RD. END SLOT
DETAIL "A"

60.33 DETAIL "B"
REF
PLAN SEE 22.00
DETAIL "A" I : 8.10.
4 REF. I ..-..i;;;;.i=-~~~~~~~~---'~ .... ~~~~~~---,1-+....i;;;;;i;;;;;;i.__, --~----~~~~---. @
0 [2J 0
@

1. R~U Redding Electric Utility
0 [2J 0
IQIO
@

60.00 REF
FRONT
@
0 [2J 0
@
.1
SEE
DETAIL "B"

20.50 SIDE
I
I
I
I
I
I
f1
'd l!{_,
. I
REDRAWN SHEET2 OF 3

DES/REV

CBG/RLH

ELECTRIC CONSTRUCTION STANDARD
200 AMP PADMOUNT

SECTIONALIZING ENCLOSURE DETAILS
DATE
09/07/11 ,.,-... 03/16/12
DWG. NO.

CS1132
Packet Pg. 1461 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

SECTIONALIZING

ENCLOSURE

PAD WITH STANDARD
3'X5' VAULT BELOW
(NOT SHOWN)
r--------------------- ------1
I
I
I
1 I
I

SECTIONALIZING

ENCLOSURE
I
I
I
I
I
I 3'MIN.
z
CLEARANCE ~
I

I PLACE FRONT OF

PAD PARALLEL

WITH SIDEWALK
8'MIN.

LL
0 L VAULT ACCESS
COVER
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
_:E~~--~----------- I
I ._ ______ J

SECTIONALIZING

ENCLOSURE
SET PAD 2" ABOVE I
FINAL GRADE l_
PLAl\J
a..
>-
I0
C')
SIDE

FINAL GRADE
PAGE
542.02
REDRAWN SHEET 3 OF3
DES/REV Redding Electric Utility CBG/RLH

ELECTRIC CONSTRUCTION STANDARD
200 AMP PADMOUNT

SECTIONALIZING ENCLOSURE DETAILS

DATE REVISED
09107110 03/16/12
DWG.NO.

CS1132
Packet Pg. 1462 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

PRIMARY VAULT
(3X5,4X8, SWITCHVAULT, ETC.)
--------
-------, \
----

UTILITY TRENCH
\ \ \

PRIMARY CONDUITS

SIDEWALK

PLAN VIEW
NOTES:

1. All conduits entering or exiting a vault shall have a straight section that is perpendicular to the outside
wall of the vault. Preferably the straight section of
conduit will be 10' in length. If the location prohibits a full lo', the length maybe reduced - But under no
circumstances shall the straight section of conduit
be less than 1' in length as measured from the
outside wall of the vault.

PAGE
543.00

PRIMARY CONDUITS
REDRAWN SHEET 1 OF 1

2. Conduits shall not cross or switch positions in the
trench between vaults.
r 7
Redding Electric Utility
SECTION "A"

ELECTRIC CONSTRUCTION STANDARD

REQUIREMENTS FOR CONDUITS

ENTERINGIEXITING VAULTS
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION 1 REVISED DWG. NO.

L CBGIRLH 1 09/07/10 1 c2, .*\-, 1 03116/12& CS1133 ) & Packet Pg. 1463 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract GENERAL NOTES: UPPSE-4

1. This drawing provides the application, installation and ordering information for pad mounted load break primary circuit junctions utilizing separable insulated connectors.

2. Application is limited to sectionaliziug circuits within the following equipment ratings: 12kV, 200 amps continuous.

3. Load break junctions are available in 4-way configurations only.

4. Load break junctions may be installed in above ground pad mounted sectionizing enclosures only. For operation sectionalizing), 8ft. clearance is required to operate the separable insulated connectors using standar d live line tools.

5. Precast boxes which are to be used below sectionaliziug enclosure should be 3'-O"x5'-O"x3'-6" deep minimum. (SEE CS1116)

6. Each junction box installation is a circuit sectionalizing point and must have one "J" number for operating purposes.

7. The "J" number shall be installed on the removable identification plate provided on the cover by the enclosure manufacturer.

8. All cables attached to the junction must be identified with cable sectionalizing tags (See CS701).

MATERIAL (FOR SH.2 )
* J-Bars are ordered with the sectionalizing enclosure and come pre-installed.

ELECTRIC CREW
A. Pull in primary cables, cut cables leavin approximately 20' and identify phases. Mark cables with phase and voltage designation tags an c? prrmary sectonalizing tags as required.

B. Assemble junctions to their mounting bars.

C. Mount 'unction/mounting bar assembly to the enclosure. Make up ground bus, connecting to the groun d rod as shown on Sh.2 and shown on CS1115 & CS600.

D. Train cables into position and install separable connectors on cables. Place separable connectors on bushings as illustrated.

E. Make final placement of tagging.

F. Install "J" number on cover as required.

G. Before energization check as follows:
1 lnsure that all cable tags are properly installed, visible and easily readable. 2 Check continuity of prima connect~ons.
3 Check continuity of roun connections. 8, I I 4 Simulate primary I ca le movement to standoff osition to determine proper operation of all components, proper cable trainin and possib e physical interference with cable movement. (I P Check separable connectors for c eanliness and secure in place. lnsure that a "J" number, or the identification number, is on the enclosure cover. lnsure that all bails have a clearance of one inch or more from cover. lnsure that any foreign debris is removed from enclosure. (Papers, dirt, rocks, etc.) lnsure that all holes and areas around ducts have been grouted in.

H. To check the proper operation of the volta e test points on the primary se arable connectors after the cables are energized, each test point s 71 all be tested with an approve 8 voltage detector.

I. Install enclosure covers and bolt down utilizing penta-head bolts whether energized or not.

NEW DRAWING SHEET 1 OF 3
p Y
REU
Redding Electric Utility
A

ELECTRIC CONSTRUCTION STANDARD
INSTALLATION OF PADMOUNT 200 AMP

LOAD BREAK PRIMARY JUNCTION
DES'REV 1 DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

CBG/ 1 9/07/10 1 '"4- (c\ -fl & CS1197 1 Packet Pg. 1464 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract UPPSE-4 '
q31 %k
', $
1 #"I
I I
U
e
SEE SHEET 3 OF 3

CABLE TRAINING
ROD

GROUND TERMINAL

ON MOUNTING BAR --
I

CONCENTRIC CABLE I
SHIELD GROLlRlD I
NOTE:

For cable training, see sheet 3 of 3.

Leave twisted concentric tails approximately 3'-0" long to allow operation of

I- GROUND TERMINAL
'

ON ENCLOSLIRE

TAP CONNECTOR,

COMPRESSION TYPE
elbows. -
- GROUND ROD , - -
- GROUND CONNECTIONS
NEW DRAWING SHEET 2 OF 3
r GROLlRlD WIRE,
BARE CU. #2AWG
p 7
Redding Electric Utility
L A

ELECTRIC CONSTRUCTION STANDARD
INSTALLATION OF PADMOUNT 200 AMP

LOAD BREAK PRIMARY JUNCTION
DESIREV I DATE I ASSISTAN2 DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

CBGI 1 9/07/10 1 /@-'C I-/ & CS1197 ) - Packet Pg. 1465 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract FIG. 1

PREFERRED
FIG. 3

ALTERNATE
3-WAY JUNCTION PRIMARY CABLE TRAlRllNG
NOTES :

FIG. 4

PREFERRED
FIG. 2

ALTERNATE
FIG. 5

ALTERNATE
FIG. 6

ALTERNATE
4-WAY JUNCTION PRIMARY CABLE TRAlRllNG
1) The above illustrations are for the purpose of providing examples of cable entry and training when constructing a primary junction. 2) Cable training should not allow cable to be bent less than the minimum bending radius of cable (See CS211).

NEW DRAWING SHEET 3 OF 3
p v
REU
Redding Electric Utility
A

ELECTRIC CONSTRUCTION STANDARD
INSTALLATION OF PADMOUNT 200 AMP

LOAD BREAK PRIMARY JUNCTION
DESIREV I DATE I ASSISTAb&PIRECTOR - DISTRIBUTION I REVISED DWG. NO.

CBGI 1 910711 0 1 *.<\-y & CS1197 ) " Packet Pg. 1466 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract GENERAL NOTES: UPB35-3 "

1. This drawing provides the application, installation and ordering information for load break UPB35-4 primary circuit junctions utilizing separable insulated connectors.

2. Application is limited to sectionalizing circuits within the following equipment ratings:
12kV, 200 amps, continuous and 300 amps, emergency.

3. Load break junctions are available in 3-way and 4-way configurations.

4. Load break junctions may be installed in manholes or splice boxes. For operation (sectionalizing), 8ft. clearance is required to operate the separable insulated connectors using standard live line tools.

5. Precast boxes which are to contain primary surface operable load break junctions should be 3'-0"x 5'-0"x 3'-6" deep minimum. Covers should be suitable for removal and reinstallation by one man. (SEE CS1116 & CS1117)

6. Each junction box installation is a circuit sectionalizing point and must have one "J" number for operating purposes.

7. The "J" number shall be installed on the removable identification plate provided on the cover by the enclosure manufacturer.

8. All cables attached to the junction must be identified with cable sectionalizing tags (See CS701 ).

MATERIAL (FOR SH.2)

QUANTITY COR

ITEM DESCRIPTION STOCK
3WAY 4WAY CODE
1 MountinQ Bracket and Parkin!'.! Stand, Power DesiQn Cat.# MB-30-1591 1 1 750.02 2 Precast Concrete Box, 3'-0"x5'-0"x3'-6" (See CS 1116 & CS 1117) 1 1 E8.04 3 Separable Insulated Connector, 200A, as required (See CS900) - - - 4 Cable, Insulated, 15kV Size and RatinQ as required (#2, 1/0, or 4/0) - 5 Wire, Ground, No.2 AWG Stranded Bare Coooer 20' 20' E175.24 6 Conduit, as reauired (See CS1010l - - -
7 Clamp, Ground Rod, 5/8" 1 1 E383.01
8 Tap Connector, Compression Type, for No. 2 Cu. - to No. 2 Cu. 9 12 E770.02 9 Phase Desianation Taa (See CS701) 9 12
10 Cable Sectionalizing Tag (See CS701) 9 12
11 Anchor Bolt, WedQe, Steel Stainless 1/2"x 3-3/4" 4 4 12a Deadfront cable mount, 3 Way Bar 3 750.08
12b Deadfront cable mount 4 Way Bar 3 750.09

ELECTRIC CREW
A. Pull in primary cables, cut cables leaving approximately 20' and identify phases. Mark cables with phase designation tags and primary sectionalizing tags as required, per CS0901.

B. Assemble junctions to the mounting bracket as indicated on Sheet 2. c. Mount junction bracket to the enclosure wall and make up ground bus, connecting to the ground rod as shown on Sheet 2.

D. Train cables into position, per Sheet 3, and install separable connectors on cables. Place separable connectors on bushings as illustrated.

E. Make final placement of tagging.

F. Install "J" number on cover as required.

G. Before energization check as follows:
(1) Insure that all cable tags are properly installed and visible from the surface. (2) Check continuity of primary connections.
(3) Check continuity of ground connections.
(4) Simulate primary cable movement to standoff position to determine proper operation of all components, proper cable training and possible physical interference with cable movement. (5) Check separable connectors for cleanliness and secure in place. (6) Insure that a "J" number, or the identification number, is on the enclosure cover. (7) Insure that all bails have a clearance of one inch or more from covers or removable beams. (8) Insure that any foreign debris is removed from enclosure. (Papers, dirt, rocks, etc.) (9) Insure that all holes and areas around ducts have been grouted in.

H. To check the proper operation of the voltage test points on the primary separable connectors after the cables are energized, each test point shall be tested with an approved voltage detector.

I. Install enclosure covers and bolt down utilizing penta-head bolts whether energized or not.

UPDATED MATERIAL TABLE, ELECTRIC CREW AND UPDATED CAD STANDARDS SHEET 1OF 4

ELECTRIC CONSTRUCTION STANDARD
U INSTALLATION OF 200 AMP

LOAD BREAK PRIMARY JUNCTION
Redding Electric Utility DES/REV I DATE I AC::.<:.T ml"IECTOR - UTILIT'ifQf'ERATIONS I REVISED /'tJ. DWG. NO.

RO/JCR I 03106100 r ,,~v //, n,, :11~ , I 03118120 L 1 ~ CS11 98 ~ - Packet Pg. 1467 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract THREE OR FOUR WAY CIRCUIT UPB35-3
" .
.,
3'-6" .. ·.
' ' I
I
I
I
I
I
I
I
I I
I
i
I
I
I
I
1'-6"
"'-ALT. GND. LOCATION
'
4'-7 3/4"
4'-3"
1 '-6"
SEE SHEET #3 FOR

CABLE TRAINING
·4 .. . · .. . . . 4 ..
. • ·4 .... . . •' . ..

ELEVATION VIEW
"IN-LINE" CONSTRUCTION
/

GROUND TERMINAL GROUND WIRE,
ON JUNCTION BARE CU. #2AWG
,
' I
I
I

CONCENTRIC CABLE

SHIELD GROUND

TAP CONNECTOR,

COMPRESSION TYPE

ALTERNATE GROUND ROD
LOCATION ·

GROUND ROD
DETAIL "A"

MOUNTING ASSEMBLY

1. Leave twisted concentric tails approximately 3'-0" long to allow operation of elbows.

APPX. SEAM

LOCATION
UPDATED DETAIL "A" AND UPDATED CAD STANDARDS SHEET 2 OF 4 Redding
U DES/REV Electric Utility RO/JCR

ELECTRIC CONSTRUCTION STANDARD
INSTALLATION OF 200 AMP

LOAD BREAK PRIMARY JUNCTION

DATE REVISED
03/06/00 03/18/20
DWG. NO.

CS1198
Packet Pg. 1468 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 1 2
UPB35-3
UPB35-4
3-WAY JUNCTION PRIMARY

CABLE TRAINING

CLOCKWISE
A B c - - - - -
4-WAY JUNCTION PRIMARY

CABLE TRAINING

CLOCKWISE
A B c
~
u u .. u , .. , .... , u'"' I U .~, I . ~, .~ . I ,
t
I
,......_ ,,--..._ ..., ,_ -
. JD;~ r-....

I I
I 2"- I
I I
NOTE 3 (TYP) J ALTERNATE EXIT'

LOCATION (TYP)

COUNTER CLOCKWISE
0 w ALL
--
BO
3 TIOM
2 3
WALL
1 I -
,-......
,,..._ ~~ - ,r :- :- 1- _,,, 1'\ r-.... "' lo 0
11 r-... ....
'" ~ ·- .... J .

I
--I

COUNTER CLOCKWISE '
A B c
I I I
Ii I I I I I I I I I Ii
--- ! ~
BOTTOM
- -1~ '
0 / .. ~- 1 ., '
_,_: ... -. '----cl :- ,._ ~
·---- ·-
2 I
I
NOTE 4 (TYP) t
NOTES:
1) The above illustrations are schematic and for the purpose of providing examples of cable entry and training when constructing a primary junction.
2) Cable training should not allow cable to be bent less than the minimum bending radius of cable (See CS0211). 3) All cables should wrap vault in the same direction. Direction utilized should minimize cables crossing the bottom of the vault.
4) Use ground rod to hold cable in place when training cable. Ground rod locations are not shown in actual location. ---
1 ,--,
UPDATED CAD STANDARDS SHEET 3 OF 4
U

ELECTRIC CONSTRUCTION STANDARD
INSTALLATION OF 200 AMP

LOAD BREAK PRIMARY JUNCTION
03106100
DES/REV DATE Redding Electric Utility RO/JCR OPERATIONS REVISED DWG. NO. 03/18/20 CS1198
4 3
4 Packet Pg. 1469 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 4 - 9/16" 0

MOUNTING HOLES
1 .. 6 5/8" -1

END VIEW
1 '-3"
2" 1 1/4"
UPB35-3
UPB35-4
4'-7 3/4"
4'-1 1/4"

FRONT VIEW
6"

SIDE VIEW
ITEM
1'-3"
l.D. LABEL
2-THREADED
FOR 1/2" - 13 TPI
GROUND LUG 2 - 9/16" 0
HOLES
14 - 5/16" 0 HOLES

MATERIAL LIST

DESCRIPTION
41/4"
1 ALUMINUM JUNCTION MOUNTING BAR AND PARKING

CLIP MOUNTING RAILS
2 ADJUSTABLE LOCATION STAINLESS STEEL PARKING
CLIPS
3 STAINLESS STEEL MOUNTING CLIPS
4 STAINLESS STEEL ADJUSTABLE JUNCTION

MOUNTING CLAMPS
5 3/8" DIAMETER COPPER GROUND BAR - 2 PLACES
NOTES:

1. TO BE INSTALLED IN 3' X 5' VAULTS.

2. MOUNTING BAR WILL WITHSTAND A MINIMUM 400 LB LOADING TO INSTALL OR REMOVE ELBOWS.

REVISED FRONT & SIDE VIEWS SHEET 4 OF 4
RIU
City of Redding
Electric Utility DES/REV
RO/WCH

ELECTRIC CONSTRUCTION STANDARD
INSTALLATION OF 200 AMP

LOAD BREAK PRIMARY JUNCTION
DATE
03/06/00
DWG. NO.

CS1198
Packet Pg. 1470 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract GENERAL NOTES:

1. These drawings illustrate the most frequently used riser arrangements. It is not practicable to include all possible arrangements because of the large number of possibilities. When required to meet unusual conditions, modifications of these designs may be made in the field following the principles illustrated.

2. The terminal fittings of risers or runs of conductors of 0-750 volts, installed on the surfaces of poles, shall not be within the climbing space. Unprotected leads to or from such terminals shall not pass within the climbing space.

3. Cable and the terminals of risers or runs of more than 750 volts, shall be arranged with as little exposed surface as practicable.

4. Terminals of risers or runs shall not extend above the level of line conductors to which they are connected.

5. All ground wires, conductor sheaths (metallic or non-metallic braids, tapes, or coverings), metal conduits, and hardware used for attaching risers or runs to poles, shall not be less than 1-1/2" from the sim~lar equipment of communication lines and from guy shims, bolts, braces, pole steps, and other hardware not associated with the riser or run. In cases where it is not practicable to obtain at least 1-1/2" of air-gap and creepage distance, suitable insulating sheet fiber or other suitable means shall be used to obtain a creepage distance of not less than 1-1/2". Vertical runs, riser, ground wires and hardware shall be so located that they do not interfere with the the free use of pole steps.

6. Any one of the following may be installed in any 4-foot vertiacal section of climbing space; ground wire covered in wood moulding, communication terminal box, or ome guy wire.

7. In sidewalk areas terminate the riser conduit bend 1" to 1-1/2" above the sidewdalk level and install the bottom of the reducer boot at or above the sidewalk level to facilitate future removal of the riser molding if required.

8. Lightning Arrester Lead Wire
(a) The lead wire to the lightning arrester should be the same conductor size or equivalent as the ground lead to the lightning arrester.
(b) The lead wire should be kept to a minimum length.
(c) Any splice connector should be a compression type.

9. PVC U-shaped molding shall not be installed in the climbing space.

10. Install a PVC back-up plate within 8ft. of the ground.

11. Reducer boots are applicable when a size of PVC U-shaped molding smaller than the conduit bend is used. Reducer boots also are applicable for joining a length of PVC U-shaped molding to a smaller sized length of PVC U-shaped molding.

12. Attach molding with 1/4" x 1 1/2" galvanized washer head lag screw installed in each slotted hole of the flanges at 18 inch intervals below the 8 ft. level and at 36 inch intervals above the 8 ft. level.
13, Install the washer head lag screw snug against the flanges but do not drive tight in order to permit expansion of the molding because of temperature changes.

I Packet Pg. 1471 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract PAGE \

FASTENER
547.00
I
\
\
\ 114" WASHER HEAD STANDARD DUTY SCH. 40 PVC
LAG SCREW (Use 8' Above Ground)

BACKUP PLATE

PVC MOULDING

TOP VIEW
y:,:
-
-
-
E380.02
E380.03
CODE
E381.92
E381.93
E381.94
E381.96
CARLON NO.

E939JL
E939NLX
E939PN
E939RP
E939N (4x3)
HEAVY DUTY SCH. 80 PVC
CONDUCTORS (Use Below 8' on Pole)
BACKUP PLATE 5941 1 N
E381.14 594 1 3N

BACKUP PLATE
(Use First Section on Pole)
SlZE
3x2
4x3
5x4
6x5
4x4
CARLON NO.
5901 1 N
592 1 3N
59215N *
5921 6N *

PVC U-SHAPED

MOULDING WITH
FLANGE, 10' LENGTH.

SlZE
2"
3"
4"
5"
CODE
E381.99
E381.95
E381.97
E381.98

DUCT TO RISER FITTINGIADAPTER

DUCT TO RISER

FITTING

STRAP CONDUIT FURNISHED AND

INSTALLED BY REU

FINAL GRADE
FURNISHED AND 6 INSTALLED BY STRAP SUPPLIERS

CONTRACTOR
SCHEDULE 80 477-2
RISER BEND 477-4
SERVICE, 24"R (2°C) 477-6
36"R (4°C)
SECONDARY, 36"R (4°C) * NOTE:

PRIMARY, 36"R (4°C)
48"R (6°C) ADEQUATE STRENGTH FOR USE
BELOW 8' ON POLE
ELEVATION VlEW
REDRAWN SHEET 1 OF 1
CARLON NO.
591 11
591 13
591 15
591 16
v T
Redding Electric Utility
b A
SlZE
2"
3"
4"
5 ELECTRIC CONSTRUCTION STANDARD

POLE RISER DETAIL
I DATE I ASSISTAN r DIRECTOR - DISTRIBUTION I REVISED DWG NO. 1RLH 1 02101185 1 td- j, 1 05/22/12 & CSI2IO j e Packet Pg. 1472 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

SECONDARY
LEVEL
4 8 2
9 1
6 7
29 18
10 8
3 23
5 25
19 20 21 22
26 26
OR 24
15 16
12 10
14 12
17 13
27 28
OR
31 30 OR
32 SEE DWG.

CS2900 FOR

GROUNDING

DETAILS
FUSE
SIZE
FIRST 8' OF RISER WILL REQUIRE

BACKING PLATE AND LAG BOLTS
EVERY 18". SEE DRAWING CS1210

FOR PART NO'S
SEE CS2900 FOR

GROUNDING DETAILS
* SEE DRAWING CS1201 FOR
GENERAL NOTES.
1-1/2"
24"
MIN.
72"
MIN.
4" 18"
30" MINIMUM

TO NEXT LEVEL
36"
APPROX.
8"

CONCENTRIC

NEUTRAL
30" POLE WRAP LOCATED

ABOVE SECONDARY




TO PRIMARY 9

CONDUCTOR
2 4
6 OR 36
OR
35 34
33 32
TO PRIMARY 35

CONDUCTOR
4 6

TGS/WCH 12/04/91 CS1220


UPDATED TITLE BLOCK & CAD STANDARDS & ADDED 30' POLE WRAP 

DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21
Packet Pg. 1473 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

ITEM DESCRIPTION QUANTITY
CODE No.
1 2
3 4
5 6
7 8
9 10
12 CROSSARM, WOOD-9'
ARRESTER 7.65KV MCOV
FUSE HOLDER, 200 AMP FUSE CUTOUT WITH 200 AMP FUSE DOOR

BRACKET
BRACE, FLAT 32"

STAPLES

SIGN, HIGH VOLTAGE
PRIMARY JUMPER WIRE #2 BARE CU

SIGN - FUSE NUMBER
MOLDING - 4" SCH.40
1 3
3 3
2 7
2 15
4 4
E220.89

CABLE PROTECTOR
13 16
60 #2 COVERED COPPER GROUND WIRE (7 STRAND)
1 BACKUP PLATE 4"
14 15
16 1/4" WASHER HEAD LAG SCREWS
5" "J"- HOOK
1 1
17 * CABLE GRIPS
18 1 MACHINE BOLT 3/4"x LG. REQ'D
119 SQUARE WASHER 3/4"x 2 1/4"x 2 1/4"x 3/16"
LAG SCREW 1/2"x 5"
SPRING WASHER 3/4"
MACHINE BOLT 1/2"x LG. REQ'D
SQUARE NUT 1/2"
SPRING WASHER 1/2"
23 3 STRESS CONE OUTDOOR TYPE FOR #2 AL
129
2 2
2 4
3 STRESS CONE OUTDOOR TYPE FOR 4/0 AL
ROUND WASHER 1/2"
24 25
26 27
28 1
1 1
SQUARE NUT 3/4"
20 CRV. SQ. WASHER 3/4"x 3"x 3"x 1/4"
21 22
E 40.95
E235.30
-E221.32
E175.26
E312.28
E313.13
E175.24
E237.01
E381.94
E381.97
E 1.00
E 1.04
E110.08
-E 5.XX
E734.75
E734.77
E734.79
-E806.19
E806.19
E 3.XX
E734.69
E734.80
-E 1.02
30 *
31 *
100 AMP FUSE CUTOUT WITH 100 AMP FUSE DOOR
FUSE CUTOUT WITH 300 AMP SOLID BLADE E235.70
E235.66

COR STOCK
UPR-43UPR-41
4 16
1 1
1 *
-1
2 1
2 2
2 4
2 1
1 1
*
*
60 4
10 2
7 2
2 2
2 1

2 3
1 9
31 30
OR
OR
200 AMP

CUTOUT &

ARRESTOR

COMBINATION
18" MIN.
36" X 36"

CLIMBING SPACE
9' CROSSARM

PREFERRED RISER

LOCATIONS
36 OR
32 OR
35 OR
ITEM DESCRIPTION QUANTITY CODE NO.
32 33
34 35
36 ARRESTER TYPE SPU

FUSE HOLDER COVER

POLE WRAP
COVERED PRIMARY JUMPER #2 CU, OR SIZE AS REQ
BORIC ACID FUSE CUTOUT - FOR >20 AMP FUSES
3 3
30"
20'
E40.94
E771.05
E540.10
NOTE: ADDITIONAL WILDLIFE, BIRD AND RAPTOR PROTECTION FOR ALL ASSEMBLY POLES LOCATED IN TIER 2 OR 3 FIRE THREAT ZONES.

E175.27
3 E235.55

TGS/WCH 12/04/91 CS1220



UPDATED TITLE BLOCK & CAD STANDARDS & UPDATED TABLE & ADDED FIRE ZONE TABLE DES/REV DATE ASST. DIRECTOR - UTILITY OPERATIONS REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
04/06/21


Packet Pg. 1474 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

STAPLES AND HARDWOOD
MOULDING AS REQUIRED.
8'OF RISER WILL REQUIRE BACKING
AND LAG BOLTS EVERY 16".

RAWING CS1210 FOR PART NO'S.

COVER ANY EXPO

1. SEE DRAWING CS1201 FOR GE

2. CONNECT CONCENTRIC NEUTRAL TO ARRESTER

GROUND LEAD AS CLOSE AS POSSIBLE TO ARRESTER

GROUNDING DETAILS
MADE REFERENCE DWG. SHEET 1 OF 2
600 AMP 12KV RISER
Packet Pg. 1475 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

PREFERRED RISER LOCATIONS

EXTRA LONG BOLT
MADE REFERENCE DWG. SHEET 2 OF 2
600 AMP 12KV RISER
Packet Pg. 1476 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 36" APPROX.

SECONDARY
LEVEL

INSTALL CABLE PROTECTOR
1221
SWITCH NO.

FIRST 8' OF RISER WILL REQUIRE

BACKING PLATE AND LAG BOLTS
EVERY 18". SEE DRAWING CS1210

FOR PART NO'S
8"
NOTES:

1. SEE DRAWING CS1201 FOR GENERAL
NOTES.

2. CONNECT CONCENTRIC NEUTRAL TO

ARRESTER GROUND LEAD AS CLOSE AS
POSSIBLE TO ARRESTER SEE CS2900 FOR

GROUNDING DETAILS
1-1/2"
13 COVER ANY EXPOSED GROUND 14
WIRE AS REQUIRED WITH 1/2"

PVC MOULDING
10 12
16 17
15 5" J-BOLT
ATTACH CABLE GRIPS HERE 60"

BRACKET

MOUNTING
BOLT
7 24"
MIN.
72"
MIN.

NOTE 2
6 1
4 9
3 23
2 27
OR
26 OR
25 30" WILDLIFE POLE WRAP.

USE IN T2/T3 FIRE THREAT AREAS

TO TOP MOUNTING

BOLT OF SWITCH

FUSION TAPE ON

TERMINATIONS
(T2/T3 FIRE AREAS)

CONDUCTOR

COVER OVER
JUMPERS (T2/T3

FIRE AREAS)
600 AMP - 12KV RISER
RO/JCR 09/02/97 CS1222
SHEET 1 OF 2
4 UPDATED
UPR-63
DES/REV DATE ELECTRIC MANAGER - ENGINEERING REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD
02/15/23
UPR-63 FR
Packet Pg. 1477 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract COMPRESSION CONNECTOR FOR #2 GROUND WIRE
CURVED SQUARE WASHER 3/4"x 3"x 3"x 1/4"
SQUARE WASHER 3/4"x 2-1/4"x 2-1/4"x 3/16"
TYPE 2 CONNECTOR SEE DWG. CS830
3 24
4 60
UDS DEFAULT IS 750AL

AS REQUIRED
2 2
3/4" SQUARE NUT
3/4" SPRING WASHER
2 2
2 CABLE GRIPS
MACHINE BOLT 3/4"x LG. REQ'D
1 6" BACK PLATE
1/4" WASHER HEAD LAG SCREWS
1 5" "J" BOLT
1 CABLE PROTECTOR
1 HARDWOOD MOULDING 1"
6" SCH.40 MOULDING
1 3
3 3
1 1
2 ITEM QUANTITY DESCRIPTION

PRIMARY JUMPER WIRE (SIZE AS REQ'D)

SWITCH NUMBER SIGN

HIGH VOLTAGE SIGN
ARRESTER 7.65KV MCOV (SEE CS2190)
#2 BARE COPPER GROUND WIRE (7 STRAND)

STAPLES

BOLT COVERS, INSULATED

VOLTAGE SIDE VIEW
- E734.79
E770.02
E734.77
E734.75
- E 5.XX
E381.96
E381.98
E 1.00
E 1.04
E110.08
E382.10
E766.57
COR STOCK NO.

E541.11
E175.24
E312.28
- E313.13
-
E806.20
E 40.95

TOP VIEW
3 MOUNTING BRACKET (3M MB-6) E806.31
- CATALOG NUMBER (GPB3-0-568M-4818-CAT12)
3 PHASE RISER BRACKET CONTINENTAL ELECTRIC

CABLE TERMINATION - SILICONE RUBBER TERMINATION
KIT (3M-5644)
36" X 36"

CLIMBING
SPACE

PREFERRED

RISER LOCATION
23 6
1 3
4 23
9 2
1 8
5 18
19 20
21 22
30"
ITEM DESCRIPTION QUANTITY CODE NO.
25 26
27 COVERED PRIMARY JUMPER 4/0, OR SIZE AS REQ.

ARRESTER TYPE SPU

POLE WRAP
-3
30"
E175.40
E40.94
E540.10
NOTE: ADDITIONAL WILDLIFE, BIRD AND RAPTOR PROTECTION FOR ALL ASSEMBLY POLES LOCATED IN TIER 2 OR 3 FIRE THREAT ZONES.
26 OR
25 OR
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
22 23
24 19
20 21
*
*
*
*
* CONDUCTOR COVER INSTALLED OVER EX. JUMPERS IS ACCEPTABLE. *

FUSION TAPE ON TERMINATIONS
(T2/T3 FIRE AREAS)

CONDUCTOR COVER
OVER JUMPERS (T2/T3

FIRE AREAS)

FUSION TAPE ON

TERMINATIONS
(T2/T3 FIRE AREAS)
600 AMP - 12KV RISER
RO/WCH 09/02/97 CS1222
SHEET 2 OF 2
3 UPDATED
UPR-63
DES/REV DATE REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD

ELECTRIC MANAGER - ENGINEERING
02/15/23
UPR-63 FR
Packet Pg. 1478 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract ITEM
1 2
3 4
5 6
7 8
9 10
11 QUANTITY
USR-21
USVR-21
3 -
1 -
50 1
1 -
2 2
2 1
1 USR-41 USR-43 DESCRIPTION
USVR-41
- -
3 3
- - 1 1
50 50
1 1
1 1
- -
2 3
2 2
2 2
1 1
1 1
MOULDING, 2" PVC LI-SHAPE
MOULDING, 4" PVC LI-SHAPE
MOULDING PLATE, 2" PVC
MOULDING PLATE, 4" PVC
WIRE GROUND, #2 BARE CU

PROTECTOR, CABLE

FITIING, PVC
WIRE GROUND SEE@
CLAMP, PARA. GROVE (PG) 4/0

CLAMP, GROUND

ROD, GROUND
CLAMP. PARA. GROVE (PG) 2/0
J-HOOK

CONNECT GROUND

TO NEUTRAL
36"
MIN.

COMMUNICATION I
LEVEL
* CONNECTORS SHOWN ARE PARALLEL
GROVE (PG). SEE WAREHOUSE DATABASE

FOR PIN TYPE TRANSFORMER
CONNECTOR.

DUCT-TO-RISER ~ 5
FITTING u
SEE DRAWING CS1201 FOR GENERAL NOTES.

UPDATED CAD STANDARDS
USR-21 USVR-21
USR-41 USVR-41
USR-43
COR STOCK NO.

E381.12
E381.94
E381.99
E381.97
E175.24
E110.08
E380.03
-
E 20.44
E383.07
E384.01
E 20.52
E 1.04
7 CONNECTORS
~5"J-BOLT "' ......., ATTACH CABLE GRIPS
"'--@HERE
FIRST 8' ONLY
~--SEE CS2900 FOR

GROUNDING DETAIL
SHEET 1OF2

ELECTRIC CONSTRUCTION STANDARD
U 2" AND 4" SECONDARY I SERVICE RISERS
DES/REV DATE DWG. NO. Redding Electric Utility TGS/JCR 01/04/91 CS1230 Packet Pg. 1479 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 30"
30"
L

SECONDARY
LEVEL

COMMUNICATION
LEVEL
72"
0 \]
0 0
0 SIDE VIEW@ TRANSFORMER

CHANGED TO DRIP LOOPS
24"
MAX.

SECONDARY
LEVEL

COMMUNICATION
LEVEL
72"

FRONT VIEW
24" MAX.
10" MIN.

SIDE VIEW

TANGENT AERIAL

SECONDARY
LEVEL

COMMUNICATION
LEVEL
I
8"
24" MAX.
10" MIN.

MAINTAIN H/2"

HARDWARE

CLEARANCE

DEADEND AERIAL
SHEET 2 OF 2

ELECTRIC CONSTRUCTION STANDARD

U SECONDARY AND/OR SERVICE RISERS
DES/REV DATE Redding Electric Utility TGS/JCR 01/04/91
DWG. NO.

CS1230
Packet Pg. 1480 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 43 of 48 Attachment F: SAMPLE CONSTRUCTION PLANS (WORK ORDERS)
Packet Pg. 1481 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1482 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Enterprises for Electric) Packet Pg. 1483 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Enterprises for Electric) Packet Pg. 1484 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Enterprises for Electric) Packet Pg. 1485 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Enterprises for Electric) Packet Pg. 1486 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Enterprises for Electric) Packet Pg. 1487 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract (Agreement) with Basin Enterprises for Electric) Packet Pg. 1488
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Packet Pg. 1489
Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP
– Electric Utility Line Construction Contractor Page 44 of 48 Attachment G: BOND REQUIREMENTS
Packet Pg. 1490 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 03/02/23

BOND REQUIREMENTS

AWARDED VENDOR
The "Payment Bond" (Material and Labor Bond) shall be for not less than 100 percent of the contract price, to satisfy claims of material suppliers and of mechanics and laborers employed by it on the work. The bond shall be maintained by the Contractor in full force and effect until the Work is accepted by the Agency, and until all claims for materials and labor are paid, and shall otherwise comply with the Civil Code.

The "Performance Bond" shall be for 100 percent of the contract price to guarantee faithful performance of all work, within the time prescribed, in a manner satisfactory to the Agency, and that all materials and workmanship will be free from original or developed defects.

The Payment and Performance Bonds shall be submitted on the appropriate forms contained in this solicitation by the awarded Contractors.

The said bonds shall be secured from a responsible surety able to issue coverage in California. To verify if your surety is admitted to issue coverage in California, please check with the California Department of Insurance.

Packet Pg. 1491 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP
– Electric Utility Line Construction Contractor Page 45 of 48 Attachment H: BOND TEMPLATES
Packet Pg. 1492 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract BOND NO.:______________

PUBLIC WORKS

PAYMENT (LABOR AND MATERIALS) BOND
KNOW ALL MEN BY THESE PRESENTS:

THAT WHEREAS, the City Council of the City of Redding, a Municipal Corporation, in the State of California, as Owner, has on __________, conditionally awarded to ____________________________ as Principal, a Contract to do and perform the following work to-wit:
as will more fully appear in said Contract, the terms and conditions of said Contract being fully incorporated herein by this reference; and
WHEREAS, under the terms of the Contract and pursuant to Chapter 5 of Title 3 of Part 6 of Division 4 of the California Civil Code (commencing with Civil Code Section 9550), Principal is required to furnish a good and sufficient payment bond to secure payment of the claims to which reference is made in Civil Code Section 9554; NOW, THEREFORE, we, the Principal and ___________________________, a corporation duly authorized and admitted to transact business and issue surety bonds in the State of California, hereinafter called Surety, are held and firmly bound unto the Owner, and unto all persons or entities entitled to assert a claim against a payment bond under any of the aforesaid Civil Code provisions in the penal sum of ___________________________________ Dollars ($____________) lawful money of the United States of America, for the payment whereof, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal, his or its heirs, executors, administrators, successors or assigns, or subcontractors, shall fail to pay for any materials or equipment furnished or used in performance of the Contract, or for any work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, or for any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board or the Employment Development Department from the wages of employees of the Contractor and all subcontractors with respect to such work or labor, then the Surety shall pay the same in an amount not exceeding the sum specified above. If suit is brought upon this bond, Surety shall pay, in addition to the above sum, all costs, expenses and fees, including attorney's fees, reasonably incurred by any party in successfully enforcing the obligation secured hereby, all to be taxed as costs and included in any judgment rendered. Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect, and shall bind Contractor, Surety, their heirs, executors, administrators, successors and assigns, jointly and severally.

It is hereby stipulated and agreed that this bond shall inure to the benefit of all persons, companies, corporations, political subdivisions, State agencies and other entities entitled to assert a claim against a payment bond under any of the aforesaid Civil Code provisions, so as to give a right of action to them or their assigns in any suit brought upon this bond.

The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or to the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension, alteration or addition.

Furthermore, and for valuable consideration, Surety hereby waives the provisions of California Civil Code Sections 2819, 2845, and 2849.

IN WITNESS WHEREOF, we have hereto set our hands and seals on this day of ________________, ____
APPROVED AS TO FORM: ___________________________________________ Principal
_________________________________________
City Attorney By___________________________________________ (Seal)
ATTEST:
_________________________________________ ___________________________________________ Pamela Mize, City Clerk Name of Surety
By:______________________________________(Seal)
Attorney-In-Fact
Printed Name:__________________________________ Title:________________ Packet Pg. 1493 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract BOND NO.:_______________

PUBLIC WORKS

PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS:

THAT WHEREAS, the City Council of the City of Redding, a Municipal Corporation, as Owner, at its regular meeting held on _________________________, has awarded to _________________________________________________ as Principal, a contract to do and perform the following work to-wit:
as will more fully appear in said contract, the terms and conditions of said contract being fully incorporated herein by this reference.

WHEREAS, said Principal is required under terms of said contract to furnish a bond for the faithful performance of said contract;
NOW, THEREFORE, we, the Principal and _________________________________________________________ as Surety, are held and firmly bound unto the Owner in the sum of ______________________________________________________________ Dollars $_______________________ lawful money of the United States of America, for the payment whereof, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal, his or its heirs, executors, administrators, successors or assigns, or subcontractors, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions, and agreements in the said contract and any alteration thereof as there provided, on his or their part, to be kept and performed at the time and in the manner therein specified and in all respects according to their true intent and meaning and shall indemnify and save harmless the Owner, its officers, and agents as therein stipulated then this obligation shall become null and void; otherwise it shall be and remain in full force and virtue.

As the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications.

If said Owner shall require any further or other bond for its protection in the premises, such further or other bond shall be furnished by the Principal with Surety or Sureties satisfactory to the Owner within ten days after notice of such requirement is given to the Principal, and in case of failure on the part of the Principal to comply with said requirement, the Owner shall have the right, at its option, to terminate said contract with said Principal.

IN WITNESS WHEREOF, we have hereto set our hands and seals on this day of ________________, ____ APPROVED AS TO FORM: ___________________________________________ Principal
_________________________________________
City Attorney By___________________________________________ (Seal)
ATTEST:
_________________________________________ ___________________________________________ Pamela Mize, City Clerk Name of Surety
By:______________________________________(Seal)
Attorney-In-Fact
Printed Name: _____________________________________ Title:______________ Packet Pg. 1494 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 46 of 48 Attachment I: CONTRACTOR RESPONSIBILITIES
Packet Pg. 1495 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 1 of 6
Rev. 09/30/22

CONTRACTOR RESPONSIBILITIES

CITY OF REDDING CONSTRUCTION STANDARDS
The City of Redding Construction Standards are provided for use by developers, engineers, contractors, property owners, local agencies, and operations staff to communicate the minimum and typical requirements for infrastructure within the City of Redding and area of influence.

Any document hereinafter referred to as the City Standards is the separately bound City of Redding Construction Standards. These standards are available on the City of Redding website, http://www.cityofredding.org/departments/public-works/engineering/construction-standards, in PDF format.

STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
Standard Specifications for Public Works Construction (SSPWC), the "Greenbook," 2021 Edition, City of Redding modifications to the specifications posted to our website (https://www.cityofredding.org/departments/public-works/engineering/construction-standards), and current supplements as amended, prepared by the Southern California Chapter of American Public Works Association, and the Southern California District, Associated General Contractors of California, relates to the Work of this Project and is hereby made a part of this Contract as though fully contained herein.

The Contractor is hereby specifically directed, as a condition of the Contract, to obtain the necessary number of copies of Standard Specifications for Public Works Construction to acquaint himself with the Articles contained therein, and to notify and apprise all subcontractors and any other parties to the Contract, or individuals or agencies engaged in the work, as to its contents.

No contractual adjustments shall be due or become critical as a result of failure on the part of the Contractor to fully acquaint himself with the conditions of Standard Specifications for Public Works Construction.

Copies of Standard Specification for Public Works Construction, commonly called the "Greenbook," 2021 Edition and current supplements, may be obtained from Building News, Inc., 1612 South Clementine Street, Anaheim, CA 92802 (714) 517-0970.

Greenbook Section 7-2.2 Responsibilities of the Contractor This section is modified to read as follows:

Pursuant to Section 1773.2 of the Labor Code, the current prevailing rate of per diem wages at the time of the Bid as determined by the Director of the Department of Industrial Relations (DIR) are on file at the City of Redding Purchasing office. The Contractor shall post a copy of these rates at the work site. Pursuant to Section 1774 of the Labor Code, the Contractor and any Subcontractors shall pay not less than the specified prevailing rates of wages to workers employed on the contract. If the contract is Federally-funded, the Contractor and Subcontractors shall not pay less than the higher of these rates or the rates determined by the United States Department of Labor. Pursuant to Section 1775 of the Labor Code, the Contractor and any Subcontractors, shall, as a penalty to the Agency, forfeit the prescribed amounts per calendar day, or portion thereof, for each worker paid less than the prevailing wage rates.

Packet Pg. 1496 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 2 of 6
Rev. 09/30/22
Attention is directed to Section 1735 of the Labor Code, which reads as follows:

No discrimination shall be made in the employment of persons upon public works on any basis listed in subdivision (a) of Section 12940 of the Government Code (race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, age, sexual orientation or sex of such persons), except as provided in Section 12940 of the Government Code, and every Contractor for public works violating this section is subject to all the penalties imposed for a violation of this chapter.

The Contractor shall insert this nondiscrimination provision in all subcontracts for any work performed pursuant to this contract.

Greenbook Section 7-3 Liability, Workers Compensation and Auto Liability Insurance The City of Redding’s Insurance Requirements shall replace Section 7-3 of the Greenbook and are hereby made a part of the general conditions and specifications for the work to be completed pursuant to the contract.

PREVAILING WAGE REQUIREMENTS
Pursuant to Section 1771 of the CA Labor Code, contractor is advised that the work contemplated in this contract is subject to the payment of prevailing wages. The prevailing wage of each job classification may be found by inquiry with the CA Department of Industrial Relations.

Contractor shall comply with all laws related to the performance of Public Work including, but not limited to, payment of prevailing wages, the employment of apprentices pursuant to Section 1777.5 of the CA Labor Code and the obligation set forth in Section 1726 of the CA Labor Code to provide the City of Redding and/or Department of Industrial Relations certified payrolls when required.

The prevailing wage requirement shall apply to anyone performing work on the project, including but not limited to, sole proprietor, partner, shareholder, joint venturer, family members, spouses, and domestic partners.

Payroll Records - Retention and Inspection
Each contractor and subcontractor shall keep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. Payroll records include a copy of the Statement of Employer Payments attesting to workers’ benefits. Each payroll record shall contain and be verified by a written declaration that it is made under penalty of perjury, stating all of the following:

(1) The information contained in the payroll record is true and correct. (2) The employer has complied with all California and Federal law applicable to any work performed by his or her employees on the public works project.

The certified payroll records shall be on forms provided by the Division of Labor Standards Packet Pg. 1497 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 3 of 6
Rev. 09/30/22
Enforcement or shall contain the same information as the forms provided by the Division of Labor Standards. A copy of certified payroll records relative to this project shall be submitted to the City of Redding. Receipt of certified payroll records by the City of Redding is a pre-requisite to payment.

The payroll records enumerated herein shall be available for inspection at all reasonable hours at the principal office of the contractor on the following basis:
(1) A copy of an employee’s certified payroll record(s) shall be made available for inspection or furnished to the employee or his or her authorized representative on request.
(2) A copy of all certified payroll records enumerated herein shall be made available for inspection or furnished upon request to a representative of the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations.
(3) Per Labor Code 1776(b)(3), a copy of all certified payroll records enumerated herein shall be made available upon request by the public for inspection or for copies thereof. However, a request by the public shall be made through the City of Redding or the Division of Labor Standards Enforcement. The public shall not be given access to the records at the principal office of the contractor.

A contractor or subcontractor shall file a certified copy of the records enumerated herein with the entity that requested the records within 10 days after receipt of a written request per Labor Code 1776(d).

The contractor or subcontractor shall have 10 calendar days in which to comply subsequent to receipt of a written or email notice requesting the records enumerated herein. In the event that the contractor or subcontractor fails to comply within the 10-day period, he or she shall, as a penalty to the City of Redding, forfeit the dollar amount set forth by Labor Code 1776(h) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due. A contractor is not subject to a penalty assessment pursuant to this section due to the documented failure of a subcontractor to comply with this section. **PUBLIC WORKS CONTRACTOR REGISTRATION PROGRAM**
The information below does not apply to work performed on a public works project of:
 Twenty-five thousand dollars ($25,000) or less when the project is for construction, alteration, demolition, installation, or repair work, or;  Fifteen thousand dollars ($15,000) or less when the project is for maintenance work.

Per California Labor Code 1771.1 (a) A contractor or subcontractor shall not be qualified to bid on, Packet Pg. 1498 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 4 of 6
Rev. 09/30/22
be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5.

All Contractors and Subcontractors who bid or work on a public works project must register with the State of California Department of Industrial Relations (DIR) at http://www.dir.ca.gov.

An awarding body may not enter into a contract for public work with an unregistered Contractor or Subcontractor. Failure to register prior to bid opening shall cause the bid to be deemed nonresponsive and no exception will be allowed including the renewal exception allowed in Labor Code Section 1725.5 and 1771.1.

All Contractors and Subcontractors must furnish electronic certified payroll records to the Labor Commissioner for ALL Public Work Projects, including maintenance projects requiring payment of prevailing wage, whether new or ongoing, unless directed otherwise by the State of California DIR.

CONTRACTOR’S CSLB LICENSE INFORMATION
Contractor swears under penalty of perjury that representations of the proposal with respect to contractor’s license are true.

CONTRACTOR'S CSLB LICENSE NO. ________________________
EXPIRATION DATE _______________________________________ CLASSIFICATION(S) _________________________________________ .................................................................................................................

PREVAILING WAGE CLASSIFICATIONS USED IN THIS CONTRACT
(√ all appropriate boxes)
Asbestos Boilermaker Bricklayers Carpenters
Carpet/Linoleum Cement Masons Drywall Finisher Drywall/Lathers Electricians Elevator Mechanic Glaziers Iron Workers Laborers Millwrights Operating Eng Painters
Pile Drivers Pipe Trades Plasterers Roofers
Sheet Metal Sound/Comm Surveyors Teamster
Tile Workers
Contractor must check off appropriate box(es) above.
..................................................................................................................

CONTRACTOR’S DIR REGISTRATION NO.___________________
EXPIRATION DATE_______________________________________
..................................................................................................................

CITY OF REDDING BUSINESS LICENSE NO._________________
EXPIRATION DATE_______________________________________
Packet Pg. 1499 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 5 of 6
Rev. 09/30/22

EVALUATION CRITERIA
Only established contractors in the business for providing said services will be considered.

Bidder must be able to demonstrate that similar size projects have been satisfactorily completed and that bidder has sufficient equipment and manpower to satisfactorily complete the assigned project.

The bidder further declares that he is a licensed Contractor in the State of California and that the license which he holds is for the class required to perform the specific work; that he has a license to do business in the City and that if he does not have such a license, he will obtain same prior to commencing work.

GENERAL REQUIREMENTS

1. Contractor shall perform requirements of the contract in a good workmanlike manner in strict accordance with regularly accepted industry standards, to comply with all Federal, State and local laws, rulings, and regulations.

2. LICENSES/PERMITS/TAXES - Contractor shall obtain necessary licenses at Contractor’s own cost, and to pay all State, Local and Federal taxes.

3. ENCROACHMENT PERMIT - Contractor shall obtain encroachment permit, if required, prior to initiating service. Encroachment Permit Number shall be noted on contractor’s invoice.

CONTRACTORS NOT COMPLYING WITH ENCROACHMENT PERMIT

REQUIREMENT WILL NOT BE SOLICITED FOR FUTURE BIDS FOR A PERIOD OF ONE YEAR.

Questions regarding encroachment permit requirements may be directed to the Public Works Department, (530) 225-4170.

HANDLING OF HAZARDOUS MATERIALS / WASTES / SUBSTANCES
The handling and transportation of hazardous materials, waste and substances must be in accordance with the applicable regulations of the Department of Transportation, the Environmental Protection Agency, the California Highway Patrol, the California Department of Health Services, the California Division of Occupational Safety and Health, the California Administrative Code, the California Labor Code and other regulatory and enforcement agencies.

All hazardous material containers including flammable, combustible, carcinogenic, toxic, or reproductive toxins, or other dangerous, or poisonous chemicals shall be clearly and properly labeled as to content along with other pertinent safety information. Safety Data Sheets (SDS) shall be included with each delivery of such materials to the City.

Contractor shall ensure that employees are trained to handle and/or transport hazardous materials Packet Pg. 1500 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract 6 of 6
Rev. 09/30/22
and to use proper protective equipment; ensure that employees have access to the proper protective equipment such as rubber gloves, goggles or face shield, and rubber aprons when handling and transporting acids or caustics.

Contractors who bring or store hazardous materials on the job site shall maintain business plans for reducing and mitigating a release or spill. When hazardous materials exceed reportable quantities, (as outlined in the Health and Safety Code), the successful contractor shall file with the Redding Fire Department and the Shasta County Environmental Health Division a business plan for the prevention and mitigation of hazardous material releases or spills. Such plan shall be in accordance with Chapter 6.95 of the Health and Safety Code.

A current Safety Data Sheet (SDS) shall be provided with all deliveries of hazardous materials, i.e., chemicals that are flammable, carcinogenic, toxic, or are reproductive toxins. These include irritants, corrosives, sensitizers, hepatoxins, nephrotoxins, neurotoxins, agents that act on the hematopoietic system, and any agents which may damage the lungs, skin, eyes and or mucus membranes. Under no circumstances will a potentially hazardous chemical be brought onto a City project site until adequate information regarding health hazards is received by the City.

Packet Pg. 1501 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 47 of 48 Attachment J: SUBCONTRACTORS FORM
Packet Pg. 1502 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract Rev. 12/28/22

LIST OF SUBCONTRACTORS
Each bidder shall submit with his Proposal a list of subcontractors in conformance with Section 2-3 of the 2021 Greenbook. If there are no subcontractors, Contractor shall so stipulate on this form.

Type of Work and
Percentage of Project
Subcontractor’s Name / Business Address /
CSLB License Number, Expiration Date & Classification / DIR Registration Number and Expiration Date / E-Mail Address

CSLB #: Exp.: Class:

DIR #: Exp.:

E-Mail Address:

CSLB #: Exp.: Class:

DIR #: Exp.:

E-Mail Address:

CSLB #: Exp.: Class:

DIR #: Exp.:

E-Mail Address:

CSLB #: Exp.: Class:

DIR #: Exp.:

E-Mail Address:

NOTE: DIR Registration expires annually on June 30th. You must renew your registration by July 1st of each year to be eligible to bid and or work on Public Work contracts.

Packet Pg. 1503 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract RFP – Electric Utility Line Construction Contractor Page 48 of 48 Attachment K: REQUEST FOR PROPOSAL GENERAL CONDITIONS
Packet Pg. 1504 Attachment: RFP 5361-Request for Proposals to Provide Utility Line Construction Services (9.5(c)--Consider Construction Services Contract

Page 1 of 3 ends

Redding City CouncilJuly 18, 2023

Redding City Council
July 18, 2023