Southern California Edison (SCE) (2005) [ •
POLE USE AGREEMENT
BETWEEN
SOUTHERN CALIFORNIA EDISON
AND
CITY OF RANCHO PALOS VERDES
This Pole Use Agreement ("Agreement") is made as of May 18, 2005 ("Effective
Date") by and between Southern California Edison Company ("SCE"), a California
corporation, and City of Rancho Palos Verdes ("Licensee"), a California municipality,
individually"Party", and collectively "Parties."
SCE herein provides Licensee with a license to install cables, wires, or ancillary
equipment on specified poles owned solely or jointly by SCE.
These terms and conditions of this Agreement are as follows:
1. Grant of License.
SCE hereby grants Licensee a nonexclusive license permitting the
attachment of Licensee's cables, wires, or ancillary equipment, as specifically authorized
by SCE (collectively, an "Attachment") to the SCE space ("SCE Pole Space") on each of
the pole or poles specifically identified in Exhibit A, attached hereto, subject to the terms
and conditions set forth herein. Ancillary equipment, such as meters or power supply
units, shall not be placed on the pole unless approved in writing by SCE. If Licensee
requires electric service to operate any ancillary equipment located on or near such a
pole, then Licensee shall comply with SCE's procedures for requesting such service. If
electric service is requested, it will be supplied pursuant to the terms and conditions of
SCE's applicable electric service tariffs.
2. Non-Interference With Utility Services.or Attachments.
a. SCE reserves to itself the right to maintain SCE Pole Space and to
operate its facilities in such a manner as will enable it to provide utility services and
perform related utility operations.
b. Licensee's Attachments must not in any way adversely affect or
interfere with SCE's utility services or operations, or with the services or operations of
utilities or other third parties using the pole. If SCE determines that any such Attachment
is adversely affecting or interfering with SCE's utility services, or is notified by a third
party that the Attachment is adversely affecting or interfering with other services or
operations, upon oral or written notice by SCE, Licensee must immediately cease said
interference, repair the condition or remove the Attachment.
c. Licensee acknowledges that its license may be terminated by SCE
in accordance with the terms of this Agreement for reasons related to SCE's operation of
its electric utility system, including removal or abandonment of the pole. Licensee
Pole Use Agreement(PUJA) 1
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specifically acknowledges that nothing in this Agreement obligates SCE to maintain any
pole for a period longer than the period SCE determines said pole is needed to meet the
utility's electric service requirements.
d. If an incident occurs whereby SCE's utility services and Licensee's
service on a pole are both adversely affected, and restoration of both Parties' services
cannot be accomplished at the same time, then restoration of SCE's utility services shall
take priority over Licensee's restoration of its service. SCE shall permit Licensee to
make repairs to restore its service, as long as such restoration efforts do not interfere with
SCE's restoration activities.
e. Licensee agrees that before installing a new Attachment or
modifying an existing Attachment to a pole identified in Exhibit A, Licensee shall notify
SCE of the schedule for such work, at least 30 days prior to the start of any work, and
obtain SCE's written approval pursuant to SCE's Request for Access procedures, the
current form of which is attached as Attachment A. Such procedures may be modified by
SCE at any time without notice. The making of an Attachment without SCE's prior
written approval shall constitute an "unauthorized attachment." SCE shall have the
unilateral right to remove any unauthorized attachments at any time without liability.
3. Technical Specifications for Attachment by Licensee.
Any Attachment authorized hereunder shall conform to and be installed or
maintained in accordance with all applicable construction, safety and regulatory
requirements, including General Order No. 95 of the California Public Utilities
Commission ("CPUC") and the anchorage requirements included in Attachment A.
Further, all ancillary equipment placed on or near the pole shall be clearly and visibly
marked in such a way as to identify it as Licensee's property.
4. Annual License Fee.
Licensee shall pay an initial Annual License Fee of $12.60 per foot of
usable pole space. The initial Annual License Fee is due upon execution of this
Agreement or, as to subsequent Attachments, upon approval of such additional
Attachments pursuant to Section 5. SCE may change the Annual License Fee once
during each 12-month period of this Agreement by providing written notice thereof to
Licensee not less than 60 days prior to the date the change is to be effective. Licensee
shall pay all invoices within 30 days of receipt.
5. Addition, Deletion or Termination of a Pole Attachment.
a. If Licensee wishes to add an additional attachment(s) under this
Agreement, then Licensee must make a written request for SCE's approval of the new
attachment(s) pursuant to SCE's current Request for Access procedures (Attachment A).
If SCE approves the Licensee's request for a new pole Attachment, then Exhibit A of this
Agreement will be deemed updated and the new Attachment will be subject to the terms
and conditions applicable to existing Attachments under this Agreement.
b. If the Licensee wishes to terminate an existing Attachment, then it
Pole Use Agreement(PUA) 2
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will submit written notice to SCE using the applicable SCE forms (current copy of these
forms are included in Attachment A). If the notice is submitted at lease two months prior
to the date of the invoice referenced in Section 4, then the Annual License Fee calculation
for poles for the next invoice will not include the terminated Attachments. Termination
of a pole Attachment, however, shall not release the Licensee from its obligations to pay
the current installment of the Annual License Fee and any amounts otherwise due to SCE
as of the termination date.
c. In the event of a termination of an Attachment, unless otherwise
directed by SCE, Licensee shall promptly remove any cable, wires or ancillary equipment
associated with the terminated Attachment in accordance with the standards for
performing work on a pole identified in Section 11(a) and at Licensee's sole risk and
expense. If the Licensee does not promptly remove the terminated Attachment as
described above, then SCE may remove the cable, wire or ancillary equipment associated
with the terminated Attachment and invoice the Licensee for any costs incurred by SCE
as a result, including any storage costs. In addition, SCE may suspend the Licensee's
right to make new attachments pursuant to Section 5a and pursue remedies for a default
under Section 15.
6. Installation, Maintenance and Repair.
a. Licensee, at its sole risk and expense, shall be solely responsible
for all work and materials required for the Attachment, including those required for the
installation, maintenance and repair of ancillary equipment. If Licensee elects not to use
its own personnel to perform the work, then Licensee shall select and supervise the
licensed general contractor used by Licensee to perform the work and the Licensee shall
remain responsible for the work. In addition, the Licensee shall be responsible for
ensuring that said contractor fully complies with the obligations of Licensee under this
Agreement. Licensee further agrees to require insurance from said independent
contractor, as further described in Section 14 below. SCE shall have the right to require
Licensee and its contractor to suspend immediately, upon oral notice, any work being
performed or to be performed by Licensee or its contractor hereunder whenever such
work is being performed or is to be performed in a manner contrary to this Agreement, or
in any manner which is likely to cause injury to persons or damage to property. Licensee
or its contractor shall not resume any such work until SCE has given its approval to do
so.
b. Licensee's Attachments shall at all times be maintained in a safe
condition and in good repair. Installation, maintenance and repair work by the Licensee,
or as a result of work performed under Licensee's direction, shall be performed in
conformity with the requirements and specifications prescribed by all applicable laws and
regulations, orders and decrees pertaining to pole construction, including those of the
CPUC and SCE.
c. Licensee shall notify SCE when installation is complete. SCE shall
reserve the right to inspect Licensee's Attachment and any installation of equipment upon
a pole, which is made under this Agreement. If SCE elects to exercise this right, then
Licensee shall pay the actual costs incurred by SCE to perform this inspection within 30
Pole Use Agreement(PUA) 3
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111 111
•
days of receiving an invoice from SCE and SCE shall provide Licensee with the results
of its inspection, including identification of any deficiencies identified by SCE as part of
this inspection. SCE further reserves the right, at such other times as SCE in its judgment
deems appropriate, to conduct additional inspections of the Attachment, including any
related equipment, at no additional cost to Licensee. Any inspection under this section,
whether made or not, shall not relieve Licensee of any responsibility, obligation, or
liability assumed under this Agreement to install, maintain and operate an Attachment in
a safe manner, and in compliance with all applicable ordinances, codes, statutes,
regulations laws, and rules. Licensee further agrees not to hold SCE liable for any loss or
damages resulting directly or indirectly from any inspection by SCE or SCE's failure to
inspect, and to indemnify SCE from any third party claim that SCE's inspection or failure
to inspect resulted, directly or indirectly in any loss or damage.
d. If Licensee fails to install any Attachment within a four-month
period, then the approval granted by SCE for such Attachment shall be automatically
revoked, the access rights granted herein shall revert back to SCE, and the Attachment
shall be deemed terminated by default of the Licensee. Licensee shall not be entitled to a
refund of any of the Annual License Fee.
7. Changes to an Attachment or to a Pole.
a. Changes to an Attachment by SCE. In the event that SCE must
rearrange any existing attachments to accommodate a new or modified Attachment by
Licensee, then Licensee agrees to pay SCE's costs for said rearrangement promptly upon
demand. Licensee understands that SCE may, from time to time, have to rearrange
Licensee's Attachments to permit additional attachments to the pole. SCE may provide
written notice to Licensee before Licensee's Attachment is rearranged. When the
rearrangement is being made to accommodate new or modified attachments for the
provision of SCE's electric or telephone utility service, Licensee will, upon demand,
promptly pay its share of the rearrangement costs.
b. Expansion or Replacement of a Pole. In the event that SCE, or a
joint owner with SCE of a jointly owned pole, must expand or replace an existing pole to
accommodate a new or modified Attachment by Licensee, then Licensee agrees to pay
the costs associated with the replacement or expansion of the existing pole. If SCE
notifies Licensee that an expansion or replacement of a pole is otherwise needed to
permit additional attachments to the pole, then SCE shall provide written notice to
Licensee of the proposed replacement or expansion. Licensee will fully cooperate with
SCE in making the needed changes, including promptly notifying SCE about whether the
Licensee desires to maintain its Attachment. If Licensee elects to maintain its
Attachment, said election to be presumed unless SCE is notified to the contrary by the
Licensee, then Licensee will upon demand promptly pay its share of the costs of the pole
expansion or replacement, including the costs associated with the change-out.
c. Reclamation of Pole Space. SCE may reclaim any space occupied
by the Licensee upon written notification to Licensee. In the case where SCE has need
of existing space, which is occupied by the equipment of Licensee, SCE may give
Licensee the option to pay for the cost of the rearrangement or expansion necessary to
Pole Use Agreement(PUA) 4
maintain its Attachment.
d. Underground Conversions. If for any reason SCE, a Licensee or a
joint owner of a pole are required to convert its overhead attachments to underground
facilities, then SCE shall have the right to terminate Licensee's right to use the affected
pole without liability to SCE, by providing written notice thereof to Licensee.
8. Non-Exclusive and Non-Precedential Nature of Rights.
Nothing in this Agreement shall preclude SCE front granting any third party
permission to use available space on a pole.
9. Joint Use of Pole After Attachment by Licensee.
a. Nothing in this Agreement shall be construed as affecting any
rights or privileges conferred by SCE, by contract or otherwise, to others not Parties to
this Agreement to use any poles covered by this Agreement; and SCE shall have the right
to confer, continue or extend such rights or privileges. The privileges herein granted to
Licensee shall at all times be subject to any such contracts and arrangements.
h. Neither SCE, nor a joint owner with SCE of a jointly-owned pole,
shall be liable to Licensee for any interruptions to Licensee's service or for any
interference with the Licensee's Attachment, or with the operation of Licensee's
equipment arising in any manner from use by SCE, or other owners, of the pole or from
use of any equipment located on or near the poles.
10. Property Rights.
a. Licensee warrants that it has all necessary licenses, permits,
authorizations, and rights necessary for it to perform this Agreement.
b. Licensee shall obtain all the necessary access and/or use rights
from the public or private owner(s) of the property on which the poles are located or over
which any equipment will be suspended before attaching or installing any equipment.
Licensee shall be solely responsible for obtaining, and maintaining in full force and
effect, any necessary franchises, easements, licenses, permits, certificates or grants from
state, county, regulatory or local authorities and private owners of real property to make
an Attachment, as well as to install, operate and maintain any related equipment, within
private or public rights-of-way.
c. Licensee's interest under this Agreement shall be and remain a
revocable license. Nothing in this Agreement shall be construed to confer any permit,
license, or grant to use the property of any persons other than SCE. This license to
Licensee is expressly subject to the requirement, as further described above, that the
Licensee obtain any necessary third party rights to access and/or use the non-SCE owned
property before making any Attachments hereunder.
d. Nothing herein shall be deemed to grant to Licensee: (i) any rights
or property interests in any of SCE's property, including to any poles, or (ii) any license,
Pole Use Agreement(PU/\) 5
1110
easement, assignment, lease, sublease, transfer or conveyance or other property or other
legal right to exercise any of SCE's rights to erect or maintain any poles, electrical lines
or other equipment or facilities, in, over, through, under, across, along or upon any
property of another. Further, no such rights are given, created or transferred to Licensee
pursuant to this Agreement, including without limit any aerial rights, despite the
installation and maintenance of any type or form of improvements or equipment, no
matter how long maintained. Licensee specifically agrees that it shall never claim any
such rights based on this Agreement.
e. Upon notice from SCE to Licensee that the use by Licensee of any
pole is, or may be, forbidden by federal, state or municipal authorities, or private owners
of real property, or that such use would constitute a trespass because of the expiration,
termination, cancellation or revocation of any of Licensee's property rights, any
permission to attach to such pole or poles which was provided under this Agreement shall
immediately terminate and Licensee shall forthwith terminate its Attachment and remove
any cables, wires or equipment from the pole unless the governmental authority or private
owner consents to Licensee's continued occupancy while Licensee pursues
administrative or judicial review or the owner is enjoined from demanding removal of the
Attachment and equipment.
11. Duty of Care and Responsibilities for Damages.
a. Licensee shall, at all times and at its sole expense, keep and
maintain the Attachment and any related equipment in conformity with the requirements
of this Agreement. Licensee shall install, operate and maintain the Attachment in
compliance with SCE's standards for performance of such work, as updated from time to
time, and in conformity with all applicable ordinances, codes, statutes, regulations and
laws, including, but not limited to, the specifications in the CPUC's General Orders 95
and 128, as updated from time to time, and any other regulations subsequently issued by
the CPUC applicable to Attachments, the National Electrical Safety Code and
CAL/OSHA Title 8. Where the requirements of a General Order and a CAL/OSHA
requirement are consistent or additive, then they both shall apply; in the event of any
conflict between a General Order and a CAL/OSHA requirement, then the General Order
shall govern. Licensee's rights hereunder also shall be subject to the provisions of
applicable ordinances, codes, statutes, regulations and laws, including General Order 69-
C, dated and effective July 10, 1985, as updated or modified from time to time.
b. Licensee shall exercise special precautions to avoid causing
damages to SCE property or the property of any third party. Licensee shall be fully
responsible for any and all loss from any failure to exercise such care, including damages
due to any loss of use or liability for consequential damages. Licensee shall make an
immediate report of the occurrence of any such damage to the owner of the damaged
properties and to SCE.
c. Licensee covenants and agrees that SCE shall not be liable for any
damage or injury of any kind or nature to Licensee's property, equipment, employees,
agents, servants, or independent contractors or any other third party invitees of Licensee,
except where SCE is determined to have caused this damage by its sole negligence or
Pole Use Agreement(PUA) 6
410
willful misconduct.
12. Liability and Indemnification.
a. Licensee agrees to indemnify and hold harmless SCE, and its
parent and affiliates, their agents, consultants, employees, officers, directors and
shareholders from and against any and all fines, penalties, losses, costs, damages,
judgments, expenses or liabilities (hereinafter individually and collectively called
"Liabilities") including, but not limited to, Liabilities claimed to result from the injury to
or death of any person, or damage to or loss or destruction of any property arising out of
the Licensee's negligent performance or nonperformance of its obligations under this
Agreement. Liabilities covered under this Section 12 shall include, any liability that SCE
may suffer or incur arising out of any actual or alleged invasion or interference with the
property rights of any third parties. Notwithstanding the foregoing, Licensee shall
indemnify SCE for Liabilities, which take the form of indirect, special, or consequential
damages (including, without limit, loss of business, prospective business, revenues or
profits); except where such Liabilities arise out of the willful misconduct of SCE.
Licensee shall, as soon as practicable, notify SCE of any suit or other legal proceeding
asserting a claim for Liabilities.
b. If the Licensee fails to comply with any provision of Section 15 of
this Agreement, including, without limit, any failure to: (1) obtain and maintain the
required insurance; (2) name SCE as an additional insured and loss payee; or (3) require
its insurance provider to pay a third party claim which is covered by the insurance
required under Section 14, or if the claim for Liabilities relates to an Attachment for
which the Licensee was required to obtain written authorization from SCE and did not do
so, then Licensee shall indemnify, defend and hold harmless SCE, and its parent and
affiliates, and the agents, consultants, employees, officers, directors and shareholders and
its affiliates, and, at the option of SCE, defend it or them from and against any and all
Liabilities resulting from such failure.
c. In no event shall SCE be liable to Licensee, anyone claiming under
Licensee, or any of Licensee's customers for any consequential, incidental or special
damages or lost profits incurred or alleged to have been incurred by anyone.
d. This Section 12 shall survive the termination, expiration or
cancellation of this Agreement.
13. Performance Bond or Security Agreement.
SCE may, at its option, whenever the credit rating of the Licensee falls
below the rating level of CCC and as a condition to permitting an Attachment or the use
of a pole hereunder, require Licensee to furnish a bond or security agreement in such sum
and in such form, as SCE deems appropriate and/or any additional proof of credit
worthiness. If proof of credit worthiness is requested by SCE, then Licensee shall provide
such proof within 30 days. Moreover, if required, this bond or security agreement shall
remain in force for such time as Licensee has an Attachment, any related equipment on
SCE property, or any unsatisfied obligations under this Agreement.
Pole.Use i\Qreement(PUA) 7
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14. Insurance.
At all times during the term of this Agreement, Licensee shall maintain
and shall require its subcontractors that do any work pursuant to this Agreement, to
maintain insurance coverage, as described below:
a. Worker's Compensation Insurance with statutory limits, in
accordance with the laws of the State of California, and Employer's Liability Insurance
with limits of not less than One Million Dollars ($1,000,000). Licensee shall require its
insurer to waive all rights of subrogation against SCE, its officers, agents and employees.
b. Comprehensive Bodily Injury and Property Damage Liability
Insurance, including owner's and contractor's protective liability, product/completed
operations liability, contractual liability and automobile liability, with a combined single
limit of not less than $2,000,000 for each occurrence. Such insurance shall (a) name SCE,
its officers, agents, and employees as additional insured's and loss payees, but only for
Licensee's acts or omissions; (b) be primary for all purposes; and (c) contain standard
cross-liability provisions.
Written proof of compliance with the requirements of this section,
consisting of Certificates of Insurance and a copy of the Additional Insured Endorsement
to Licensee's insurance policy(s), in a form acceptable to SCE, will be provided to and
approved by SCE prior to any Attachment hereunder, or the related installation of any
equipment on a pole, and prior to the expiration of each policy year thereafter.
Notwithstanding the previous sentence, SCE shall have the right at any time to notify the
Licensee of any deficiency in insurance coverage which comes to its attention and
Licensee shall be required to promptly provide acceptable proof of full compliance with
these insurance requirements. The Certificates of Insurance shall provide that this
insurance shall not be terminated, canceled or reduced except on thirty days' prior written
notice to SCE. In the event of any termination, cancellation or reduction in the insurance
coverage reflected by a Certificate of Insurance, Licensee shall promptly obtain
replacement insurance, so as not to reduce or impair the coverage required to be
maintained herein, and shall submit a new Certificate of Insurance reflecting the new
insurance coverage to SCE. Failure to provide and maintain such insurance, without any
lapse or reduction in coverage, shall constitute a default under this Agreement.
15. Remedies In the Event of Default.
a. In addition to the other events of default specified herein, if
Licensee should default in performance of any other obligations placed on Licensee
under this Agreement, such failure may be declared by SCE to be an event of default
hereunder and SCE may seek any remedy available to it at law or equity. If the event of a
default involving any non-performance or inadequate performance of work required to be
performed by the Licensee hereunder, except where such failure raises safety concerns in
SCE's sole judgment, Licensee will have 30 days from the date of the default to cure the
default to SCE's satisfaction.
b. The occurrence of any of the following events shall constitute
Pole Use Agreement(PUA) 8
1 1
financial insolvency and shall serve as a default hereunder:
(i) Licensee files for protection under the Bankruptcy Code of
the United States or any similar provisions under the laws for the State of California;
(ii) Licensee has a receiver, trustee, custodian or similar
official appointed for all or substantially all of its business or assets; or
(iii) Licensee makes an assignment for the benefit of its
creditors.
In the case of any financial insolvency event, as described above,
SCE may also immediately suspend Licensee's right to maintain existing Attachment, or
make any new Attachments under Section 5a until Licensee demonstrates to SCE's
satisfaction that the financial insolvency has been remedied.
c. In addition to any other rights of SCE hereunder or at law or
equity, if the Licensee fails to cure a default to SCE's satisfaction by the end of the cure
period specified in Section 16, then SCE may elect to: (1) perform any unperformed or
inadequately performed work at Licensee's sole risk and expense, and Licensee, on
demand, will reimburse SCE for the entire expense thereby incurred or (2) terminate the
Attachment in accordance with Section 5 or terminate this Agreement.
d. In addition to the above remedies for an uncured default, SCE can
suspend Licensee's ability to make new Attachments pursuant to Section 5a until
Licensee establishes the event of default has been cured to SCE's satisfaction.
16. Payment of Bills.
All amounts payable to SCE under the provisions of this Agreement shall,
unless otherwise specified, be due and payable within thirty (30) days of the invoice date.
Unless SCE otherwise specifies in writing, the amount shall be made payable to SCE and
forwarded to the person to whom notices are sent under Section 21 of this Agreement. If
payment is not made when due, then the unpaid amount shall accrue interest from the
original payment date in the invoice at the maximum rate allowed by law. In addition, if
payment is not received within three months of this date, then Licensee shall be in default
and SCE may pursue the remedies set forth in Section 15.
17. Term and Termination.
a. This Agreement shall continue in effect for a term of one year from
the Effective Date hereof and said term will be automatically extended for another one
year term period on the anniversary of the Effective Date, unless terminated by SCE for
convenience or due to default by Licensee as set forth in Section 15, upon written notice
to Licensee. SCE shall not be liable for any costs, liabilities or damaged in the event of
such termination.
b. Any termination of this Agreement in whole or in part shall not
release Licensee from any liability or obligation hereunder, whether of indemnity or
Pale Use Agreement(PUA) 9
1
otherwise, which may have accrued or which may be accruing, or which arises out of any
claim that may have accrued or may be accruing at the time of termination.
18. Assignment.
Licensee may not assign, transfer, sublease, or sublet any right, obligation,
or privilege given to it hereunder without SCE's prior written consent.
19. Taxes.
Licensee shall pay when due all taxes as a result of any Attachment or
installation of equipment on a SCE pole including, but not limited to, special assessments
and government fees of any kind whatsoever which may be levied or assessed upon any
personal property which Licensee has caused to be placed or maintained upon SCE's
facilities, or against Licensee's business and shall keep SCE's facilities free from all liens,
including but not limited to mechanics liens, and encumbrances by reason of the use,
occupancy, or maintenance of SCE's facilities by Licensee or by any person claiming
under Licensee. It is further agreed that in the event Licensee fails to pay the
above-mentioned taxes, assessments, or liens when due, SCE shall have the right to pay
the same and charge the amount thereof to Licensee, who shall pay the same upon
demand together with interest at the maximum rate allowed by law from the date of such
expenditure by SCE.
20. Notice.
Whenever in this Agreement notice is provided or required to be given by
one Party hereto to another, such notice shall be in writing and transmitted by United
States mail or by personal delivery to SCE (Attention: Joint Pole Organization) at its
office at 14005 South Benson Avenue, Chino, CA 91710 or to Licensee, ATTN: Contact
Manager, or as the case may be or to such other address as either Party hereto may, from
time to time, designate for that purpose, and shall be deemed given two (2) days after it is
sent by certified mail, with a return receipt requested.
21. General Provisions.
a. Encumbrances. Licensee shall prevent any and all liens from
attaching, as a result of Licensee's activities respectively under this Agreement, to any
property of SCE upon which Licensee has made an Attachment or upon which any of
Licensee's equipment is attached or installed.
b. Independent Contractual Relationship. Nothing in this Agreement
shall create any special relationship between SCE and Licensee, such as an agency
relationship; the Parties' only relationship under this Agreement is one of independent
contracting parties.
c. No Rights to Trademarks. Licensee shall not use "SCE,"
"Southern California Edison Company," "SCE" or any other words and marks owned by
or used by SCE in identifying itself, or by others in referring to it, without specific
written permission from SCE to do so.
Pole Use Agreement(PUA) 10
11 1111
d. Choice of Law. This Agreement and performance under this
Agreement shall be governed, interpreted, construed, and regulated by the laws of the
State of California.
e. No Third Party Beneficiaries. All of the terms, conditions, rights
and duties provided for in this Agreement are and always shall be solely for the benefit of
SCE and Licensee, as specified herein. No third party (including customers of either SCE
or Licensee) shall ever be the intended beneficiary of any performance, duty or right
created or required pursuant to the terms and conditions of this Agreement.
f. Force Majeure. Except for the payment of monies due under this
Agreement, neither Party shall be deemed in default hereunder to the extent that any
delay or failure in the performance of its obligations results from causes beyond its
reasonable control and without its fault or negligence. In the event of any such excused
delay, the time for performance shall be extended for a period equal to the time lost by
reason of the delay. If any excused delay occurs, the Party unable to perform shall give
immediate notice to the other Party, while simultaneously seeking, in good faith to utilize
reasonable alternative means for accomplishing the purposes of this Agreement and
preventing delay.
g. Attorney's Fee. If SCE should bring any suit, action, or other
legal proceeding against Licensee hereunder or in connection herewith, it shall be entitled
to recover, in addition to any judgment or decree for costs, such reasonable attorney's
fees as it may have incurred in such suit, action, or other legal proceeding, together with
other reasonable litigation expenses.
h. Waiver. The failure of SCE to enforce any provision of this
Agreement or the waiver thereof in any instance, including but not limited to the rights to
terminate, shall not be construed as a general waiver or relinquishment on its part of any
such provision but the same shall nevertheless be and remain in full force and effect.
i. Void, Unenforceable or Invalid Provisions. If any part or parts of
this Agreement conflicts with any law or shall be held to be void, unenforceable or
invalid by any court of competent jurisdiction,for reasons which are independent of those
addressed in Section 12 of this Agreement, then such portion shall be deemed modified to
the extent necessary in such court's opinion to render such portion enforceable and, as so
modified, such portion and the balance of the Agreement shall continue in full force and
effect.
j. Scope of Agreement. This Agreement, including the attached
exhibits, incorporates all covenants and understandings between SCE and the Licensee.
No other verbal or written agreements or understandings exist between the Parties
regarding an Attachment to SCE poles. Any modification to this Agreement shall be
ineffective unless reduced to writing and signed by the Parties. This Agreement
supersedes any prior agreements between the Parties which set forth the terms and
conditions for Attachment to a SCE pole or for the installation of authorized equipment
as an adjunct to such Attachment.
Pole Uce Agreement(PtJA) 1 I
k. Headings and Exhibits. The captions of the paragraphs and
sections of this agreement are for convenience in reference only and shall not affect the
interpretation of this Agreement. Exhibits referenced herein are incorporated by said
reference and may only be modified by written agreement of the Parties.
By signing below, the signatories hereto represent and warrant that they have
been duly and properly authorized to sign this Agreement on behalf of the Party for
whom they sign.
Southern California Edison/3 /7
r
By: ///// /
I
Name: a.)A/4,1,-- d' ,0%/74,-)
r
Title: V/6- / ,
Date: o
City of Rancho Palos Verdes ("Licensee")
By: _ -
Mayor L
Attest:
City Clerk
Pole Use Agreement(PUA) 12
• 110
Untitled
Shelley Williams
Agent
Joint Pole Organization
14005 S. Benson Ave.
Chino, CA. 91710
Phone#909-548-7245 PAX 15245
Fax#909-548-7049 PAX 15049
Page 1
SOUTHERN CALIFORNIAEDISON CPV 67001
Application Number
...1
An EDISON INTERN.1270N.IL Company
Agreement/Renter Number
Request for Access Application and Permit
SCE Number
SCE W. O. Number
ATTENTION: Joint Pole Administration
0 In
accordance with the terms of that certain Pole License Agreement Permission is hereby granted to make the described Attachment(s) on the
(Agreement) dated we hereby request pole(s) as well as to install the specified Equipment shown on the attached
permission to make an Attachment,and to place and maintain Equipment on form,subject to and under the terms and conditions of the Agreement.Edison pole(s),as described on the attached form. All Attachments shall
conform to the requirements of the Agreement.
This Application and Permit is accompanied by a process and engineering
fee of 320.00 for 4 )ole(s) as listed on the attached form.
COMPANY NAME
(Requires one signature)
CITY OF RANCHO PALOS VERDES Southern California Edison Company
(Approval Requires Two Signatures)
111
By
By :;::c / '&Jd ;' AFIPLANNER,ESTIMATOR,OR INSPECTOR
Dated
Dated 719%g
. �w By
iP// . JOINT POLE MANAGER
Contact Representative a
Phone Number „.3)0`4g •�2jz Dated
SCE 341 REV 6/99 *To be completed by Applicant
w
SOUTHERN CALIFORNIAEDISON CPV 67001
Application Number
An EDISON INTERNATIONAL Company
Agreement/Renter Number
Request for Access Application and Permit
SCE Number
SCE W. O. Number
ATTENTION: Joint Pole Administration
with0the terms of that certain Pole License Agreement Permission is hereby granted to make the described Attachments) on the
In accordance
(Agreement) dated
we hereby request pole(s) as well as to install the specified Equipment shown on the attached
make an Attachment,and to place and maintain Equipment on form, subject to and under the terms and conditions of the Agreement.
permission to
Edison pole(s), as described on the attached form. All Attachments shall
conform to the requirements of the Agreement.
This Application and Permit is accompanied by a process and engineering
fee of 320.00 for 4 )ole(s) as listed on the attached form.
COMPANY NAME
(Requires one signature)
CITY OF RANCHO PALOS VERDES Southern California Edison Company
(Approval Requires Two Signatures)
0 01\
RByelii;ii:LINFill/lo.
it
PLANNER,ESTIMATOR,OR INSPECTOR
Dated 7 19•5 ---,:g*,:a,sktiiii:t.',„:. - , '
3c4
a , I;yt „.„,
`
0►�
/ ` ,oJOINT POLE MANAGER
Contact Representativ-
Number3/c44- ç2,a Dated
Phone `
SCE 341 REV 6/99 *To be completed by Applicant
SOUTHERN CALIFORNIAEDISON CPV 67001
Application Number
ummul
An EDISON INTERNA[JON I",Company
Agreement/Renter Number
Request for Access Application and Permit
SCE Number
SCE W. O. Number
ATTENTION: Joint Pole Administration
io In accordance with the terms of that certain Pole License Agreement Permission is hereby granted to make the described Attachment(s) on the
(Agreement) dated we hereby request pole(s) as well as to install the specified Equipment shown on the attached
permission to make an Attachment,and to place and maintain Equipment on form, subject to and under the terms and conditions of the Agreement.
Edison pole(s), as described on the attached form. All Attachments shall
conform to the requirements of the Agreement.
This Application and Permit is accompanied by a process and engineering
fee of 320.00 for 4 )ole(s) as listed on the attached form.
COMPANY NAME
(Requires one signature)
CITY OF RANCHO PALOS VERDES Southern California Edison Company
(Approval Requires Two Signatures)
410
MV,
By
TIMATOR OR INSPECTOR
ByPLANNER,ES
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Contact RepresentativeIPO' 1S4.) ���; JOINT POLE MANAGER
Phone Number o•S44'S212 Dated
SCE 341 REV 6/99 *To be completed by Applicant
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O-Ca1cTM
OAmose Pole Loading Analysis Report Licensed To:Cable Engineering Services
GP ID: 67001-11 Pole Length/Class: 40/5 Code: GO 95 Extreme Wind: No
Pole ID: 4192596E Pole Species: DOUGLAS FIR Construction Grade: 13 Extreme Wind Speed(mph):
Related To: PARENT G/L Fiber Stress(psi): 8,000 Loading District: Light Strength Factor: 1.00
Region: South Bay Fiber Stress Height Reduction: No Ice Radial Thick.(in): 0.00 Transverse Wind OLF: 3.00
District: 44 Structure Type: TANGENT Wind Speed Applied(mph): 55.90 Transverse Wire Tension OLF: 3.00
Item#: 7 Setting Depth(ft): 5.50 Wind Pressure(psf): 8.00 Longitudinal Wire OLF: 1.00
Owner: Edison Allowable Moment at 27.6 ft: 20,792 Wind Angle(deg): -92.15 Vertical Load OLF: 3.00
Maximum Capacity Utilization: 119.7% with wind at-93.6° at 27.6 ft Wind w/o Guy Tension:-92.1° Moment w/o Guy Tension 243,106 lb-ft at-90.5°
Groundline Capacity Utilization: with wind at-92.2° at 0.0 ft Wind at-92.2° Moment w/o Guy Tension 243,106 lb-ft at-90.5°
Vertical Buckling Capacity Utilization: 14.4",, with wind at-92.2° Wind at-92.2° Moment with Guy Tension 54,331 lb-ft at-92.4°
ANCHORS:1 GUY WIRES:1 OVER ALLOWABLE
of Required %of Wind Required %of Wind Required %of Win
Capacity Tension(lb) Allowable Angle Tension(lb) Allowable Angle Tension(lb) Allowable Angle
Al) Edison/VZ GW1 1 1,960 148% -92'=' GW2 8,461 141% -92' .
GROUNDLINE LOAD SUMMARY:** 0.00" Ice+55.90 mph Wind at-92.2°Applied Moment 54,331 lb-ft at-92.4°Allowable Moment 63,986 lb-ft
Shear Percent Bending Percentercen Bending Vertical Vertical Total Percent Vertical Load Summary:
Load Applied Moment of Applied of Pole Stress Load Stress Stress of Pole Buckling Constant: 0.70
(lb)** Load at GL Moment* Capacity at GL (lb) at GL at GL Capacity Buckling Column Height(ft): 34.50
Power Conductors: 3,943 42.3 133,309 54.9 208.3 16,667 286 4 16,671 208.4 Buckling Section Height(%Col.Hgt.): 33.33
Comm.Cables: 4,814 51.7 100,675 41.4 157.3 12,587 537 7 12,594 157.4 Buckling Section Diameter(in): 8.63
Pole: 551 5.9 8,737 3.6 13.7 1,092 2,203 28 1,121 14.0 Min.Buckling Diameter at GL(in): 6.61
Crossarms: 8 0.1 261 0.1 0.4 33 315 4 37 0.5 Diameter at Tip(in): 6.05
Insulators: 0 0.0 0 0.0 0.0 0 0 0 0 0.0 Diameter at GL(in): 9.92
Transformers: 0 0.0 0 0.0 0.0 0 0 0 0 0.0 Modulus of Elasticity(psi): 1,600,000
Equipment: 0 0.0 0 0.0 0.0 0 0 0 0 0.0
Guy Wire Loads: 0 0.0 0 0.0 0.0 0 0 0 0 0.0 Buckling Load Capacity at Hight(Ib): 51,260
Guy Wire Tension: -7,554 -81.1 -188,650 -77.6 -294.8 -23,586 11,801 153 -23,434 -292.9 Buckling Load Applied at Height(lb): 7,381
Net Total: 1,762 54,331 84.9 6,793 15,141 196 6,989 87.4 Buckling Load Margin of Safety: 5.
Reserve: 9,655 15.1 1,207 1,011 12.6
Phase Attach Left Right Horiz. Cable Cable Left Left Left Right Right Right Tension Offset Wind Moment
Power Conductors:
Height Sag Sag Offset Dia. Weight Span Angle Tension Span Angle Tension Moment Moment Moment at GL
(ft) (ft) (ft) (in) (in) (lb/ft) (ft) (deg) (ib) (ft) (deg) (lb) (lb-ft)** (lb-ft)** (lb-ft)** (lb-ft)**
N0.4 BARE COPPER PRIMARY 33.77 0.04 -0.43 50.22 0.204 0.136 111.0 -7.0 5,010 356.0 -7.0 5,010 41,201 398 3,181 44,780
NO.4 BARE COPPER PRIMARY 33.77 0.04 0.43 50.22 0.204 0.136 111.0 -7.0 5,010 356.0 -7.0 5,010 41,201 -395 3,181 43,987
NO.4 BARE COPPER PRIMARY 33.77 0.04 0.43 20.54 0.204 0.136 111.0 -7.0 5,010 356.0 -7.0 5,010 41,201 160 3,181 44,542
Totals:3 Wires 123,604 163 9,542 133,309
Communication Cables: Owner Attach Left Right Horiz. Cable Cable Left Left Left Right Right Right Tension Offset Wind Moment
Height Sag Sag Offset Dia. Weight Span Angle Tension Span Angle Tension Moment Moment Moment at GL
(ft) (ft) (ft) (in) (in) (Ib/ft) (ft) (deg) (Ib) (ft) (deg) (lb) (lb-ft)** (lb-ft)** (lb-ft)** (lb-ft)**
6M(.375)FIBER 22.08 0.14 0.43 4.03 0.619 0.355 1 1 1.0 -7.0 3,960 196.0 -7.0 3,960 21,297 55 4,140 25,492
(6M)(3-.500)CATV 21.08 0.13 0.41 4.66 1.759 0.337 111.0 -7.0 3,990 196.0 -7.0 3,990 20,487 60 11,229 31,776
6M(.750)TELCO 20.08 0.10 0.30 4.38 1.093 0.474 111.0 -7.0 7,500 196.0 • -7.0 7,500 36,682 80 6,646 43,407
Totals:3 Wires 78,465 195 22,015 100,675
Printed:Wed 13-Jul-2005 02:30 PM Version:3.3 Page 1 *not including Guy Wire Tension **includes Overload Factor(s)
'Worst Wind per Guy Wire 2 Wind at-92.2°
Osmose O-CalcTM Pole Loading Analysis Report Licensed To: Cable Engineering Services -
Group ID: 67001-11 Pole Length/Class: 45/5 Code: GO 95 Extreme Wind: No
Pole ID: 4192595E Pole Species: DOUGLAS FIR Construction Grade: B Extreme Wind Speed(mph):
Related To: PARENT G/L Fiber Stress(psi): 8,000 Loading District: Light Strength Factor: 1.00
Region: South Bay Fiber Stress Height Reduction: No Ice Radial Thick.(in): 0.00 Transverse Wind OLF: 3.00
District: 44 Structure Type: TANGENT Wind Speed Applied(mph): 55.90 Transverse Wire Tension OLF: 3.00
Item#: 8 Setting Depth(ft): 6.00 Wind Pressure(psf): 8.00 Longitudinal Wire OLF: 1.00
Owner: Edison Allowable Moment at 0.0 ft: 72,462 Wind Angle(deg): 90.00 Vertical Load OLF: 3.00
Maximum Capacity Utilization: 45.0''', with wind at 90.3° at 0.0 ft
Groundline Capacity Utilization: 45.0', with wind at 90.3° at 0.0 ft Wind at 90.0° Moment 32,640 lb-ft at 90.4°
Vertical Buckling Capacity Utilization: 15.0% with wind at 90.3°
GROUNDLINE LOAD SUMMARY:** 0.00" Ice+55.90 mph Wind at 90°Applied Moment 32,640 lb-ft at 90.4°Allowable Moment 72,462 lb-ft
Shear Percent Bending Percent 71= Bending Vertical Vertical Total Percent Vertical Load Summary:
Load Applied Moment of Applied of Pole Stress Load Stress Stress of Pole Buckling Constant: 2.
(lb)** Load at GL Moment* Capacity at GL (lb) at GL at GL Capacity Buckling Column Height(ft): 39.00
Power Conductors: 156 9.2 4,366 13.4 6.0 482 156 2 484 6.0 Buckling Section Height(%Col.Hgt.): 33.33
Comm.Cables: 885 52.4 16,650 51.0 23.0 1,838 446 5 1,844 23.0 Buckling Section Diameter(in): 8.91
Pole: 639 37.9 11,377 34.9 15.7 1,256 2,631 31 1,287 16.1 Min.Buckling Diameter at GL(in): 6.98
Crossarms: 8 0.5 246 0.8 0.3 27 315 4 31 0.4 Diameter at Tip(in): 6.05
Insulators: 0 0.0 0 0.0 0.0 0 0 0 0 0.0 Diameter at GL(in): 10.35
Transformers: 0 0.0 0 0.0 0.0 0 0 0 0 0.0 Modulus of Elasticity(psi): 1,600,000
Equipment: 0 0.0 0 0.0 0.0 0 0 0 0 0.0
Guy Wire Loads: 0 0.0 0 0.0 0.0 0 0 0 0 0.0 Buckling Load Capacity at Height(lb): 5,583
Guy Wire Tension: 0 0.0 0 0.0 0.0 0 0 0 0 0.0 Buckling Load Applied at Height(lb): 838
Net Total: 1,688 32,640 45.0 3,604 3,548 42 3,646 45.6 Buckling Load Margin of Safety: 5.67
Reserve: 39,822 55.0 4,396 4,354 54.4
Power Conductors: Phase Attach Left Right Horiz. Cable Cable Left Left Left Right Right Right Tension Offset Wind Moment
Height Sag Sag Offset Dia. Weight Span Angle Tension Span Angle Tension Moment Moment Moment at GL
(ft) (ft) (ft) (in) (in) (lb/ft) (ft) (deg) (lb) (ft) (deg) (lb) (lb-ft)** (lb-ft)** (lb-ft)** (lb-ft)**
NO.4 BARE COPPER PRIMARY 28.53 0.07 0.04 50.29 0.204 0.136 144.0 0.0 5,010 111.0 0.0 5,010 0 -217 1,484 1,267
NO.4 BARE COPPER PRIMARY 28.53 0.07 0.04 50.29 0.204 0.136 144.0 0.0 5,010 111.0 0.0 5,010 0 217 1,484 1,701
NO.4 BARE COPPER PRIMARY 28.53 0.07 0.04 20.71 0.204 0.136 144.0 0.0 5,010 111.0 0.0 5,010 0 -87 1,484 1,39
0
Totals:3 Wires 0 -86 4,452 4,36
Communication Cables: Owner Attach Left Right Horiz. Cable Cable Left Left Left Right Right Right Tension Offset Wind Moment
Height Sag Sag Offset Dia. Weight Span Angle Tension Span Angle Tension Moment Moment Moment at GL
(ft) (ft) (ft) (in) (in) (lb/ft) (ft) (deg) (Ib) (ft) (deg) (lb) (lb-ft)** (Ib-ft)** (Ib-ft)** (lb-ft)**
6M(.375)FIBER 19.75 0.23 0.14 4.39 0.619 0.355 144.0 0.0 3,960 111.0 0.0 3,960 0 50 3,118 3,168
(6M)(3-.500)CATV 18.75 0.22 0.13 5.02 1.759 0.337 144.0 0.0 3,990 111.0 0.0 3,990 0 54 8,410 8,464
6M(.750)TELCO 17.75 0.16 0.10 4.74 1.093 0.474 144.0 0.0 7,500 111.0 0.0 7,500 0 72 4,947 5,018
Totals:3 Wires 0 175 16,475 16,650
Crossarms: Attach Horiz. Gap to Offset Rotate Incline Unit Unit Unit Unit Unit Shape Offset Wind Moment
Height Offset Pole (in) Angle Angle Angle Weight Height Width Diameter Length Factor Moment Moment at GL
(ft) (in) (deg) (deg) (deg) (Ib) (in) (in) (in) (in) (lb-ft)** (lb-ft)** (lb-ft)**
1)CROSSARM 3-1/4 X 4-1/4 X 8 34.33 4.91 0.00 180.0 0.0 0.0 45.0 4.25 3.25 - 96.00 1.6 0 126 127
2)CROSSARM 3-1/2 X 4-1/2 X 10 28.33 5.36 0.00 180.0 0.0 0.0 60.0 4.50 3.50 - 120.00 1.6 1 119 120
Totals:2Crossarms 105.0 1 245 246
Printed:Wed 13-Jul-2005 02:35 PM Version:3.3 Page 1 *not including Guy Wire Tension **includes Overload Factor(s)
V Smose U-'aiei rum Loiatiiil, 1-illal y 013 1\9JU1 L Licensed 10:cabie tingineermg services
Group ID: 67001-11 Pole Length/Class: 40/5 Code: GO 95 Extreme Wind: No
Pole ID: 4192596E Pole Species: DOUGLAS FIR Construction Grade: B Extreme Wind Speed(mph):
Related To: PARENT G/L Fiber Stress(psi): 8,000 Loading District: Light Strength Factor: 1.00
Region: South Bay Fiber Stress Height Reduction: No Ice Radial Thick.(in): 0.00 Transverse Wind OLF: 3.00
District:
44 Structure Type: TANGENT Wind Speed Applied(mph): 55.90 Transverse Wire Tension OLF: 3.00 "
Item#: 7 Setting Depth(ft): 5.50 Wind Pressure(psf): 8.00 Longitudinal Wire OLF: 1.00
Owner: Edison Allowable Moment at 27.6 ft: 20,792 Wind Angle(deg): -92.15 Vertical Load OLF: 3.00
Attach Horiz. Gap to Offset Rotate Incline Unit Unit Unit Unit Unit Shape Offset Wind Moment
Crossarms:
Height Offset Pole (in) Angle Angle Angle Weight Height Width Diameter Length Factor Moment Moment at GL
(ft) (in) (deg) (deg) (deg) (lb) (in) (in) (in) (in) (lb-ft)** (lb-ft)** (lb-ft)**
_ i 1. 1 :1,1 1.1 1.1 i .1 - .11 ..
2)CROSSARM 3-1/2 X 4-1/2 X 10 28.58 5.11 0.00 180.0 0.0 0.0 60.0 4.50 3.50 - 120.00 1.6 3 126 129
Totals:2Crossarms 105.0 5 255 261
ype Attach End Lead/Span Wire Lead Incline Attached Wire Wire Offset Wind Moment
Guy Wire Loads: Height Height Length Dia. Angle Angle To Weight Length Moment Moment at GL
(ft) (ft) (ft) (in) (deg) (deg) (lb/ft) (ft) (lb-ft)** (lb-ft)** (lb-ft)**
• • TI - -I,11 De!V , : .11 1. : !1.1 .1. 1. ., I I I
2) EHS 1/4(7 WIRES/STRAND) DOWN 21.08 16.00 0.250 90.0 53.4 A-1 0.121 26.28 0 0 0
Totals:2 Guy Wires 0 0 0
0
Guy Wire Tension: Type Attach RTS Allowable Initial Required Required Applied Vertical Horizontal Transverse Moment
Height Strength Tension Tension Tension' Tension' Tension= Load2 Load2 Load' at GL2
(ft) (lb) (lb) (lb) (lb) (lb) (lb) (lb) (lb) (lb) (lb-ft)**
■ . 11- 1.11 ,0 IT 1 :, I :,i , •1 , •1 :,i •, ,s:: -•, - ,::
2) EHS 1/4(7 WIRES/STRAND) DOWN 21.08 6,650 5,985 333 8,461 8,461 5,985 4,802 3,572 -4,798 -76,765
Totals:2 Guy Wires 11,801 -11,791 -188,650
Anchor/Rod Load Summary:
Anchor/Rod Id Rod Type Anchor Type Lead Lead Rod Anchor Soil Required Required Applied %
Length Angle Strength Strength Class Strength' Strength' Load2 Capacity
(ft) (deg) (lb) (lb) (lb) (lb) (lb)
1) Edison/VZ Joslyn Galvanized 3/4in x 16.00 90.0 23,000 N/A N/A 20,384 20,384 14,014 60.9%
loft Twineye
Totals:1 Anchor
410
Printed:Wed 13-Jul-2005 02:30 PM Version:3.3 Page 2 *not including Guy Wire Tension **includes Overload Factor(s)
'Worst Wind per Guy Wire 2 Wind at-92.2°
Pole LoadingAnalysis Report Licensed To: Cable Engineering Services
Osmase O-Ca1cTM
Grou ��: 67001-11 Pole Length/Class: 40/5 Code: GO 95 Extreme Wind: No
:� Species: DOUGLAS FIR Construction Grade: B Extreme Wind Speed(mph):
Pol- 11: 2094799E Pole
Related To: PARENT G/L Fiber Stress(psi): 8,000 Loading District: Light Strength Factor: 1.0()
Region:
South Bay Fiber Stress Height Reduction: No Ice Radial Thick.(in): 0.00 Transverse Wind OLF: 3.00
District:
44 Structure Type: TANGENT Wind Speed Applied(mph): 55.90 Transverse Wire Tension OLF: 3.00
Item#:
3 Setting Depth(ft): 5.50 Wind Pressure(psf): 8.00 Longitudinal Wire OLF: 1.00
Owner:
Edison Allowable Moment at 20.1 ft: 29,509 Wind Angle(deg): -177.31 Vertical Load OLF: 3.00
MaximumCapacity Ca acit Utilization: 133.7% with wind at-165.9° at 20.1 ft Wind w/o Guy Tension:-92.0° Moment w/o Guy Tension 354,817 lb-ft at-93.0°
Groundline Capacity Utilization: with wind at-177.3° at 0.0 ft Wind at-177.3° Moment w/o Guy Tension 304,590 lb-ft at-100.3°
P tY
Capacity Vertical BucklingUtilization: 20.2%%% with wind at-90.0° Wind at-177.3° Moment with Guy Tension 54,282 lb-ft at-180.0°
P ty
ANCHORS:' BELOW CAPACITY GUY WIRES:' BELOW ALLOWABLE
%of Required %of Wind Required %of Wind Required % of Wind
Capacity Tension(lb) Allowable Angle, Tension(lb) Allowable Angle Tension(lb) Allowable Angle
0
Al) Edison 31% GW1 5,712 71% -90°
A2) Verizon 51% GW2 4,585 77% -90° GW3 7,151 71% -90°
A3) City of PV 13% GW4 4,556 76% -90°
GRO
UNDL
INE LOAD SUMMARY:** 0.00" Ice+55.90 mph Wind at-177.3' Applied Moment 54,282 lb-ft at-180 Allowable Moment 63,986 lb-fl
shear Percent Bending Percent 'ercen Bending Vertical Vertical Total Percent Vertical Load Summary:
Load Applied Moment of Applied of Pole Stress Load Stress Stress of Pole Buckling Constant: 0.70
(lb)** Load at GL Moment* Capacity at GL (lb) at GL at GL Capacity Buckling Column Height(ft): 34.50
Power Conductors: 652 31.7 15,953 29.4 24.9 1,995 506 7 2,001 25.0 Buckling Section Height(%Col.Hgt.): 33.33
Comm. Cables: 48 2.3 901 1.7 1.4 113 724 9 122 1.5 Buckling Section Diameter(in): 8.63
Pole: 550 26.8 8,727 16.1 13.6 1,091 2,203 28 1,120 14.0 Min.Buckling Diameter at GL(in): 7.08
Crossarms: 432 21.0 14,027 25.8 21.9 1,754 540 7 1,761 22.0 Diameter at Tip(in): 6.05
Insulators: 0 0.0 0 0.0 0.0 0 0 0 0 0.0 Diameter at GL(in): 9.92
Transformers: 374 18.2 14,674 27.0 22.9 1,835 3,015 39 1,874 23.4 Modulus of Elasticity(psi): 1,600,000
Equipment: 0 0.0 0 0.0 0.0 0 0 0 0 0.0
Guy
Wire Loads: 0 0.0 0 0.0 0.0 0 0 0 0 0.0 Buckling Load Capacity at Height(Tb): 51,260
Guy
Wire Tension: 0 0.0 0 0.0 0.0 0 12,709 164 164 2.1 Buckling Load Applied at Height(lb): 10,348
et
ota: ,i 4, : :'.: •, : •,.': ,14 ::.1 Buckling Load Margin of Safety: 3.95
Reserve: 9,704 15.2 1,213 959 12.0
Power Conductors: Phase Attach Left Right Horiz. Cable Cable Left Left Left Right Right Right Tension Offset Wind Moment
Height Sag Sag Offset Dia. Weight Span Angle Tension Span Angle Tension Moment Moment Moment at GL
(ft) (ft) (ft) (in) (in) (lb/ft) (ft) (deg) (lb) (ft) (deg) (Ib) (lb-ft)** (lb-ft)** (lb-ft)** (lb-ft)**
'• i :,- 4,. . •- Y.-• . 1 I. I. I. ' I. 1A I. • 1.1 - 1.1 5,1 1 :4.1 - . ,1 1 1 4• •:
NO.4 BARE COPPER PRIMARY 33.20 0.25 0.27 50.24 0.204 0.136 270.0 -10.0 5,010 284.0 -10.0 5,0100 0 -46 114 68
NO.4 BARE COPPER PRIMARY 33.20 0.25 0.27 20.58 0.204 0.136 270.0 -10.0 5,010 284.0 -10.0 5,010 0 -46 114 68
NO.4 ALL AL. SECONDARY 25.25 2.41 - 3.66 0.232 0.155 180.0 -60.0 260 - - - 3,283 6 769 4,057
NO.4 ALL AL. SECONDARY 24.75 2.41 - 3.69 0.232 0.155 180.0 -60.0 260 - - - 3,218 6 753 3,977
NO.4ALL AL. SECONDARY 24.25 2.41 - 3.72 0.232 0.155 180.0 -60.0 260 - - - 3,153 6 738 3,897
NO.4 ALL AL. SECONDARY 23.75 2.41 - 3.74 0.232 0.155 180.0 -60.0 260 - - - 3,088 7 723 3,817
Totals:7 Wires 12,740 -111 3,324 15,953
Printed:Wed 13-Jul-2005 01:50 PM Version:3.3 Page 1o *not including Guy Wire Tension **includes Overload Factor(s)
2
Worst Wind per Guy WireWind at-177.3
r
•Osmose O-Ca1cTM
Pole Loading Analysis Report Licensed To:Cable Engineering Services
Group ID: 67001-11 Pole Length/Class: 40/5 Code: GO 95 Extreme Wind: No Pole ID: 2094799E Pole Species: DOUGLAS FIR Construction Grade: B Extreme Wind Speed(mph):
Related To:
PARENT G/L Fiber Stress(psi): 8,000 Loading District: Light Strength Factor: 1.00
Region:
South Bay Fiber Stress Height Reduction: No Ice Radial Thick.(in): 0.00 Transverse Wind OLF: 3.00
District:
44 Structure Type: TANGENT Wind Speed Applied(mph): 55.90 Transverse Wire Tension OLF: 3.00
Item#:
3 Setting Depth(ft): 5.50 Wind Pressure(psf): 8.00 Longitudinal Wire OLF: 1.00
Owner:
Edison Allowable Moment at 20.1 ft: 29,509 Wind Angle(deg): -177.31 Vertical Load OLF: 3.00
Communication Cables: Owner Attach Left Right Horiz. Cable Cable Left Left Left Right Right Right Tension Offset Wind Moment
Height Sag Sag Offset Dia. Weight Span Angle Tension Span Angle Tension Moment Moment Moment at GL
(ft) (ft) (ft) (in) (in) (1b/ft) (ft) (deg) (Ib) (ft) (deg) (Ib) (lb-ft)** (lb-ft)** (lb-ft)** (lb-ft)**
1.1: 1.19 0.90 4.14 0.619 0.355 130.0 -10.0 3,960 284.0 -10.0 3,960 1 1 I I
(6M)(3-.500)CATV 19.08 0.18 0.85 4.77 1.759 0.337 130.0 -10.0 3,990 284.0 -10.0 3,990 0 0 460 460
6M(.750)TELCO 18.08 0.13 0.64 4.49 1.093 0.474 130.0 -10.0 7,500 284.0 -10.0 7,500 0 0 271 271
Totals:3 Wires 0 0 901 901
Attach Horiz. Gap to Offset Rotate Incline Unit Unit Unit Unit Unit Shape Offset Wind Moment
Crossarms:
Height Offset Pole (in) Angle Angle Angle Weight Height Width Diameter Length Factor Moment Moment at GL
(ft) (in) (deg) (deg) (deg) (Ib) (in) (in) (in) (in) (lb_ft)** (lb_ft)** (lb-ft)**
•1 4.: 1.11 1.1 1.1 1.1 1.1 4.50 3.50 - 120.00 1.6 73 4,747 4,820
2)CROSSARM 3-1/2 X 4-1/2 X 10 33.00 4.86 0.00 180.0 0.0 0.0 60.0
3)CROSSARM 3-1/2 X 4-1/2 X 10 31.00 4.97 0.00 180.0 0.0 0.0 60.0 4.50 3.50 - 120.00 1.6 75 4,459 4,534
Totals:3Crossarms 180.0 75 13,953 14,027
Transformers: Moment Attach Horiz. Gap to Offset Rotate Incline Unit Unit Unit Unit Unit Shape Offset Wind MomentHeight Offset Pole (in) Angle Angle Angle Weight
1PH-15KVA 26.33 32.48 11 125.0 0.0 0.0 335.0 10 22.00 1.0 1,560 3,279 4,840
1PH-15KVA 26.33 32.48 11 1 0.0 0.0 335.0 11 22.00 1.0 1,560 3,279 4,840
Totals:3Transformers 1,005.0
Guy Wire Loads:
Type Attach End Lead/Span Wire Lead Incline Attached Wire Wire Offset Wind Moment
Height Height Length Dia. Angle Angle To Weight Length Moment Moment at GL
(ft) (ft) (ft) (in) (deg) (deg) (lb/ft) (ft) (lb-ft)** (lb-ft)** (lb-ft)**
• . -n- -,' I 11I11♦1 .11 I. : 1.1 I. .• . . 1 1 1
4) EHS 1/4(7 WIRES/STRAND) DOWN 20.08 24.00 0.250 90.0 40.3 A-3 0.121 31.05 0 0 0
2) EHS 114(7 WIRES/STRAND) DOWN 19.08 22.00 0.250 90.0 41.4 A-2 0.121 28.88 0 0 0
3) EHS 5/16(7 WIRES/STRAND) DOWN 18.08 22.00 0.313 90.0 39.8 A-2 0.205 28.22 0 0 0
Totals:4 Guy Wires 0 0 0
Type Attach RTS Allowable Initial Required Required Applied Vertical Horizontal Transverse Moment
Guy Wire Tension: Height Strength Tension Tension Tension' Tension2 Tension2 Load2 Load2 Load' at GL2
lb Ib (ib (Ib) (lb) (lb) (lb) (lb) (lb) (lb-ft)**
EHS 9132(7 WIRES/STRAND) DOWN 32.33 8,950 ,
(ft) ( ) 8 055 448 5,712 4,833 4,833 3,781 3,010 0 0
4) EHS 1/4(7 WIRES/STRAND) DOWN 20.08 6,650 5,985 333 4,556 3,851 3,851 2,491 2,937 0 0
2) EHS 1/4(7 WIRES/STRAND) DOWN 19.08 6,650 5,985 333 4,585 3,875 3,875 2,561 2,908 0 0
3) EHS 5/16(7 WIRES/STRAND) DOWN 18.08 11,200 10,080 560 7,151 6,051 6,051 3,877 4,646 0 0
Totals:4 Guy Wires 12,709 0 0
i Printed:Wed 13-Jul-2005 01:50 PM Version:3.3 Page 2 *not including Guy Wire Tension **includes Overload Factor(s)
'Worst Wind per Guy Wire 2 Wind at-177.3°
Pole LoadingAnalysis Report Licensed To: Cable Engineering Services
OsmQSe O-Ca1cTM
GroupID: 67001-11 Pole Length/Class: 40/5 Code: GO 95 Extreme Wind: No
Pole ID: 2094799E Pole Species: DOUGLAS FIR Construction Grade: B Extreme Wind Speed(mph):
PARENT G/L Fiber Stress(psi): 8,000 Loading District: Light Strength Factor: 1.00
Related To:
Region:n: South Bay Fiber Stress Height Reduction: No Ice Radial Thick.(in): 0.00 Transverse Wind OLF: 3.00
District: 44 Structure Type: TANGENT Wind Speed Applied(mph): 55.90 Transverse Wire Tension OLF: 3.00
Item#: 3 Setting Depth(ft): 5.50 Wind Pressure(psf): 8.00 Longitudinal Wire OLF: 1.00
Owner: Edison Allowable Moment at 20.1 ft: 29,509 Wind Angle(deg): -177.31 Vertical Load OLF: 3.00
Anchor/Rod Load Summary:
Anchor/Rod Id Rod Type Anchor Type Lead Lead Rod Anchor Soil Required Required Applied
0/0
Length Angle Strength Strength Class Strength' Strength' Load' Capacity
(ft) (deg) (lb) (lb) (lb) (lb) (lb)
1) Edison Joslyn Copperbonded 5/8 26.00 90.0 18,500 N/A N/A 5,712 5,711 5,711 30.9%
in x 7ft Twineye
2) Verizon Joslyn Galvanized 3/4in x 22.00 90.0 23,000 N/A N/A 11,735 11,734 11,734 51.0%
10ft Twineye
3) City of PV Joslyn Galvanized lin x 24.00 90.0 36,000 N/A N/A 4,556 4,555 4,555 12.7%
loft Tripleye
Totals:3 Anchors
•
III
r
Printed:Wed 13-Jul-2005 01:50 PM Version:3.3 Page 3 *not including Guy Wire Tension **includes Overload Factor(s)
'Worst Wind per Guy Wire 2 Wind at-177.3°
r
• Licensed To:Cable Engineering services
Anal sis Re ort� � Loadln y p Pole g GO 95 Extreme Wind:Code:OsmoSeO-Ca1cTM
40/5
67001-�� Pole Length/Class: Construction Grade: B Extreme Wind Speed(mph): 1 i�)
Group ID: 1083661E Pole Species: DOUGLAS FIR Light Strength Factor:
Pole ID: /L Fiber Stress(psi): 8,000 Loading District: 3.00
PARENTG Radial Thick.(in): 0.00 Transverse Wind OLF: 3�
Related To: South Bay Fiber Stress Height Reduction: No Ice
Speed Applied(mph): 55.9() Transverse Wire Tension OLF: 1 (�
Region: 44 Structure Type: TANGENT Wind pp 8.00 Longitudinal Wire OLF:
District: Depth ft : 5.50 Wind Pressure(psf): 98 90 Vertical Load OLF: 3.Q0
1 Setting p ( )
Item r Allowable Moment at 0.0 ft: 63,986 Wind Angle(deg):
Edson
Owner:
Tension: 180.0° Moment w/o Guy Tension 110,1901b-ft at 180.0
• • 71.8', wind at 98.9° at 0.0 ft Wind w/o Guy
• CapacityUtilization. with ° Moment w/o Guy Tension 101,065 lb-ft at 154.8°
Maximum Wind at 98.9
• Utilization: �l.�"��� with wind at 98.9° at 0.0 ft Moment with Guy Tension 45,0721b-ft at 107.1°
Groundline Capacity 179.8° Wind at 98.9°
• BucklingCapacity acity Utilization: 6.4(?', with windat
Vertical p
,���-, • �. GUY`'VI1tES:i OVER ALLOWABLE
HORS:' BELOW�� �-�•`�� -��1 f %of W= Required, % Wind
ANC wired %o Required
° Req_, of Wind
f b Allowable, Angle Tension(lb) Allowable Angle
/o o Tension I
Ca aci
Tension lb Allowable Mgt
o GW1 8,438 141% 180'
Al) City of PV 23/o
Wind45 0721b-ft at 107.1' Allowable Moment 63,986 lb-
.* +55.90 mph at 98.9 AppliedMoment
LOADS Y. 0.00" Ice pi ertical 1 ertical ota ercent Vertical Load Summary:
GROUNDLINE �ercent erten .en ing 0.70
ear 'ercent -:en�ing of Pole Stress Load Stress Stress of Pole Buckling Constant: 34.50
Load Applied Moment of Applied
* at GL (lb) at GL at GL Capacity Buckling Column Height
** Load at GL Moment Capacity33.33
- - 3 943 11.8 Buckling Section (%Col.Hgt.):(lb) 15 11.0 11.7 940 242 6,372 11.87 Buckling Section Heightt( (in): 8.3 3
228 7.2 7'S 6,365 598 8 795.64
Power Conductors: 74.5 50,906 74.8 79.6
28 1,110 13.9 Min.Buckling Diameter at GL(in : 6.05
Comm.Cables: 2,358 13.5 1,081 2,203
45 17.2 8,647 12.7 540 7 133 1.7 Diameter at (in):
Pole: 5 1,005 1.5 1.6 126 0 0.0 Diameter at Tip(in): 9.92
32 1.0 0 0 0 1,600,000
Crossarms: 0.0 0 0.0 0.0
0 0 0 0.0 Modulus of Elasticity(psi):
Insulators: 0 0.0 0.0 0
0 0.0 0 0 0 0 0 0'0 -
Transformers: 0 0.0 0.0 0 0.0 :uc ing oa• apacity at •eig t . : , 'i
Equipment: 0 0.0 0 0 0 0 0 0 0Applied at Height(lb): 3,292
0.0 0 63 -2,813 -35.2 Buckling Load g 14.57
Guy Wire Loads: 0 -35.9 -2,876 4,885
-32.2 -23,002 -33.8 ,: Buckling Load Margin of Safety:
-1,018 '
Guy Wire Tension: ' ' �
,� �'� •' ' 2,255 28.2
Ret ve: : 18,915 29.6 2,365
Reserve:
Attach Left Right Horiz. Cable Cable Left Left Left Right Right Right Tension Offset Wind Moment
• Span Angle Tension Span Angle Tension Moment Moment Moment t L
Power Conductors: Phase Offset Dia. lb-ft) (lb-ft) (1b-ft)** (
Height Sag SagWeight (deg) (lb) (ft) (deg) (lb) ( _
(ft) (ft) (ft) (in) (in) (lb/ft) (ft) �
1. I. I- I. • �i., 1.1 ,s I .1 1.1 ,I 1
.- �. � �. � 2,538 2,420
)**
. .. .. 220.0 0.0 5,010 175.0 0.0 5,010 0
`• ' -` • 3 0.16 0.11 20.58 0.204 0.1360 -1199 420
PRIMARY _3.36 0.204 0.136 220.0 0.0 5,010 175.0 0.0 5,010
N0.4 BARE COPPER 6 0.16 0.11 50.230 -100 2,538. 5 2,8697,515
N0.4 BARE COPPER
PRIMARY _3.3
• Left Left Right Right Right Tension Offset Wind Moment
Totals:m3 Wires Cable Cable Left
Attach Left Right Horiz. Angle Tension Span Angle Tension Moment Moment Moment at GL
b_ft**
Communication Cables: Owner Height Sag Sag Offset Dia. Weight Span g (ft) (deg) (lb) (lb-ft)** (lb-ft)** (Ib-ft) (1 )
g (ft) (ft) (in) (in) (lb/ft) (ft) (deg) (lb) _ - - ,: �� '�'
(ft) I. ' - 4.1 1.• ' 1• ,...1. )• 3'y�)U 175.0 0.0 3,990 0 74 •'
0.337 220.0 U.098 13,886,12 13,9608,250
21.17 0.51 0.32 4.65 1.759 0.474 220.() 0.0 7.500 175.0 0.0 7,500 0 184 24,889 50,906
(6M)(3-.500)CATV 20.00 0.38 0.24 4.39 1.09325,833
6M(.750)TELCO
Totals:3 Wires
r
.. Printed:Wed 13-Jul-2005 01:22 PM Page 1
*not including Guy Wire Tension **includes Overload Factor(s)
Version:3.3 'Worst Wind per Guy Wire 2 Wind at 98.9°
w
Licensed To:Cable Engineering Services
TM Analysis Re ortPole Loadinp No
ose O Calc � GO 95 Extreme Wind.srn /5 Code:
40
I : 67001-11 Pole Length/Class: FIR Construction Grade: B Extreme Wind Speed(mph):
Group 1083661E Pole Species. DOUGLAS l.0U
Pole ID: 8,000 Loading District: Light Strength Factor:
PARENT FG/Liber
Fiber Stress(psi): 0.00 Transverse Wind 3.00
Related To: South BayFiber Stress Height Reduction: No Ice Radial Thick.(in): 3.00
. 55.90 Transverse Wire Tension OLF:
Region: 44 Structure Type: TANGENT Wind Speed Applied(mph): Longitudinal Wire OLF: 1.00
District: 8'00 g
1 Setting Depth(ft): 5.50 Wind Pressure(psf): 3.00
63 986 Wind Angle(deg): 98.90 Vertical Load OLF:
Item#. Edison Allowable Moment at 0.0 ft. � LL_
Owner:
Offset Wind Moment
Owne iz. Ga to Offset Rotate Incline Unit Unit Unit Unit Unit Shape
Attach Hor p Moment at GL
ssarms: Pole in Angle Angle Angle Weight Height Width Diameter Length Factor (lb_fset (lb-ft)** (Ibment
Cr0 Height Offset ( )
in (deg) (deg) (deg) (lb) (in) (in) (in) 1�(in) I.6 21 1-49 Moment 370
(ft) ( ) 22 317 340
85 0.00 180.0 0.0 0.0 60.0 4.50 4.50 3.50 - 120.00 1.6
30.17 5.02 0.00 180.0 0.0 0.0 60.0 4.50 3.50 - 120.00 1.6 -22 317 295
2)Totals:3CrossarmsRM 3-1/2 X 4-1/2 X 10 30.17 5.02 0.00 0.0 0.0 0.0 60.0 21 317984 1,005
3) RM X 4-1/2 X 10 180.0
Wire Lead Incline Attached Wire Wire Offset Wind GL Moment
Attach End Lead/Span
TypeLength Dia. Angle Angle To Weight Length Moment Moment
Guy Wire Loads: Height Height�•�.� 6.00 0.250 0.0 (lb/ft) (ft) (Ib-ft)** (lb-ft)** (Ib-ft)**
(ft) (ft) (ft) (in) (deg (deg)5T A-1 0.121 27.16 0 0
0 0 0
Vertical Horizontal Transverse Moment
Totals:1 Guy Wire atLZ
Type Attach RTS Allowable Initial Required Required �►PP Applied
Load2 Load= Losd
GuyWire Tension: b (ib) (lb) (lb) (1 )
Height Strength Tension Tension Tension Tension Ten b„ft**
(ft) (lb) (lb) (Ib) (lb) (lb) 5985 4,885 3,458 -1,438 -23,402
100”. .,650 5,985 333 8,438 7,001 , -1,43$- -23,002
• r r- -l��� 4,885
Totals:l Guy Wire
Anchor/Rod Load0/0
Lead Rod Anchor Soil Required Required Applied
Type Anchor Type Lead
, cQrl Rod' Length Angle Strength Strength Class Strength' Strength2 Load2 Capacity
Leng g
ft (deg) (Ib) (lb) (lb) (lb) (lb)
( ) 0.0 36,000 N/A N/A 8,438 7,001 5,985 16.6%
>; V
Joslyn Galvanized 1 in x 16.00
I "'""'+" to
:.I.?..<. l Oft Tripleye
Totals:1 Anchor
II
Printed:Wed 13-Jul-2005 01:22 PM Version:3.3
Page 2 *not including Guy Wire Tension **includes Overload Factor(s)
'Worst Wind per Guy Wire 2 Wind at 98.9°