HomeMy WebLinkAbout0269.091.May 23, 199.1
THE HONORABLE CITY COUNCIL
Palo Alto, California
Storm Drainage Systam condition AssesSThent. eIP 4'702 -
Consultant Agreement
Members of the Council:
Report. in Brief
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This repo~ recommends that Council approve the attached agreement
vith CH2M Hill California, Inc. in the amount of $820,000 to
provide enqineerinq services for the storm Drainage System
Condition Assessment~ Funds have been appropriated in CIP 47702,
Collection system Improvements and CIP 47703, storm water Quality
Improvements.
Background
The Capital Improvement ?rogram includes funding in FY 1990-91 to
retain a consultant to perform a condition assessment of the
existing stonn drainage system and develop recommendations for
rehabilitation/replacement. In July 1990, the Finance and public
Works Committee requested that the recommendation for a consultant
be returned to the committ.ee for approval.
On April 9, 1991, the Finance and Public Works Committee authorized
staff to neqotiate with CH2M Hill California, Inc. CH2M Hill
California, Inc~ was selected because of their e~tensive kno~ledge
of the City's storm drainage system and maintenance management
~oftware, and the depth and qua~ity of their experience on projects
of a similar nature, particularly on large-scale projects
(CMR:216:91) •
piscussion of Agree~ent
The attached agreement with CH2M Hill California, Inc. is for a
condition assessment of the city's storm drainage system. The
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CMR: 269: 91
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consu]tant's scope of work includes evaluating the existing
condition of the storm drainage system, updating existing storm
drain maps and identifying undoc~ented connections to the system,
as follows:
• Condition Assessment
The consultant will evaluate the condition of the storm
drainage system by performinq video inspection of underground
pipelines and manual inspection of manholes and catch basins~
The 'Work includes the identification and analysis of all
system defects and recommendations for cost-effective methods
of rehabilitation or replacement, incl~ding appropriate
materials, ~ethods and cost esti~ates.
• Storm Drain Map Update
The video inspection of the storm drainage system will enable
the City to update its storm drain maps. The consultant will
compile accurate inventory data for each pipeline, manhole and
catch basin in the system, including size, lIlaterial and system
contiquration.
• Illicit Connection Identification
The eonsultant will identify and trace the source of all
undocumented connections to the storm drainage systeIll. This
task wil1 assist staft by providinq information helpful for
the City's compliance with the conditions of the City's NPDES
atormvater permit~ The permit requires elimination of
illicit eor~ections (such as sanitary se~er 1ines and indus
trial discharges] to the storm drainage system.
EnvirOnmental Assessment
As part of the 1990-$15 elP Proqram, staff indicated that future
improvements to the stOrl%l drainage system may require further
erwiromnenta1 as.sessment prior to implementation ~ An ;assessment of
environmental impacts will be made during the design stage of any
projects that may :be recommended in the condition assessment
report. In addition ... the consultant's activities in connection
with the attached agreement are exempt from the Califcrnia
Environmental Qoalit~ Act (CEQAJ under Section 15061(b)(l) of the
CEQA regulations.
Conflict of Interest Code Exemption
staff has determined that the consultant is e~empt from having to
comply with the financial interest disclosure requirements under
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CMR,269,91
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the City's conflict of interest code because the consultant's range
ot duties under the agreement are limited in scope and prima~ily
ainisterial in nature~
Rec:9mm endo +;ions
staff recommends that council:
1. Approve and authorize the Mayor-to execute the attached
consultant aqreement ~ith CH2M Hill California, Inc. in the
UtOUnt of $820,000 tor engineering ser ..... ices for the storm
Drainage System Condition Assessment, CIP 47702.
2. Authorize the City Manager or his designee to negotiate and
execute amendments tor services related to or incidental to
the scope of work or services... the value of all of which
amendments shall not exceed $80,000.
R~spectfully submittert,
~M~
Assistant Director of Public Works
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DAVID G. ADAMS
O"' .... :t;i~~l~i~C Works
,
E FLEKING
Attachment: Consultant Agreement
Related Report: CMR: 216: 91
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CMR:269:91
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PROnSUONAL EJlGlIRBBIUKGI COKSOL'l'AII'I' SERVICES
BY lUll) BB'1'1I1IBlI 'l'B1l CI" 01' PALO ALTO lUll)
Cll2K BUL CALll'OJIltU, IKC. I'OR S'l'ORI( DRAJ:JIlUIB
8Y8'l'B1( COBDITIOB ASSESSMENT
THIS AGREEMENT is made ~~ ente~ed into this day of
, 1991.. by and between the CITY OF PALO-iLTO.. it
=1OUll="i"c::-~r·p=a:-rl-:co:7.rpo= ration or California, hereinafter re.ferred to as
·ern,· and CH2X Rill California, Inc .. (Taxpayer Identification No.
94-1497060).. a California corporation, with offices at 6425
Christie Avenue, suite 500, Emeryville, CA 94608, hereinafter
referred to as ·CONSULTANT-:
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WHJ!REAS, CITY desires certain professional services
hereinafter described: and
WHEREAS, CITY desire.s to enqaqe CONSULTAN'l' to provide
these services by reason of its qualifications and experience for
perforJIinq such services, and CONSULTANT has o.tfered to provide the
required services on the terms and in the manner set forth herein:
NOW, THEREFORE, in consideration of their mutual
covenants, the parties hereto agree as follows:
SEctION 1 -pEfINITIONS
The term "ei ty· as used in this Agreement shall mean and
include all the te.rritory lying within the municipal boundaries of
the city of Palo ~to, California, as presently existing, plus all
territory which lDay be .added thereto durinq the te~ of this
Agreement by a.nnexation or otherwise ..
1 .. 2 CITY MANAGER
The term RCity Manager· shall mean the duly appointed
city Manager of the City of Palo Alto, california, or his
designated representative ..
1 .. 1 CITY A'M'ORNEX
The term ·City Attorney· shall mean the duly appointed
city Attorney of the City of Palo Alto, California, or his
designated representative.
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1 • 4 CITY CIERJ(
The ter5 ·City Clerk-&ha~l mean the duly appointed City
Clerk of the City of palo Alto, California, or her designated
representative.
1.5 RISK MANAGER
The term -Risk Manager" shall mean the duly appointed
Risk Manaqer of the City of Palo Alto, California, or bis designat
ed representative.
1.6 PROJECT
The tera ·Project-means the services described in
Exhibit -A-, entitled "Scope of Project· r attached here-to a.nd made
A part hereo~ by this reference.
SECTION 2 -PROJECT QQQRDtNATION
2.1 £In
The City Manaqer shall be representative of CITY for all
purposes under this Agreement. Joe Teresi is designated as the
PROJECT MANAGER for the City Manager, and he shall supervise the
progress and execution ot this Aqreement, and shall be assisted by
Matt costiqan .. PROJECT ENGINEER.
2.2 CONSULTNfl'
CONSULTANT shdl assiqn a Si"91e PROJECT DIRECTOR to have
overall responsibility for the progress and execution of this
Aqreement tor CONSULTANT. Douglas Grilles bereby is designated as
the PROJECT CZRECroR for CONSULTANT. Hark Johnson shall be
assigned as PROJECT COORDINATOR for CONSULTANT and shall represent
CONSULTANT during the day-to-day wcrk on the Project. Dan Akaqi
shall be assigned as CONSULTANT's PROJECT ENGINEER, and Earl Van
Geerr shall b~ designated AS FI.ELD JU:PRESENTA'l'IVE. Should
circu:mstances or conditions subsequent to the. execution of this
Agreement require a substitute PROJECT DIRECTOR or PROJECT
COORDINATOR for any reason the PROJECT DIRECTOR or PROJECT
COORDl.NATOR des.ignee shall be subject to the prior written approval
of the PROJECT ENGINEER.
SECTION 3 -SCOPE OF PROJECT
The scope of the Project to be executed by CONSULTAH'7 is
as described in Exhibit -A·.
SECTION 4 -IXlTIES or CONSULTANT
C.1 BASIC SERVICES
Unless otherwise indicated, CONSULTANT shall perfor. eacb
task. and accomplisb each objective summari:z.ed and lDcre particularly
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described in Exhibit -A-. CONSULTANT t 4 basic serviceG shall be
furnished as descri~ed In Exhibit -A-, Section I.
4.2 APPXTIQNAL SERYlCES
CONSULTANT shall pe.rform or obtain any and all of the
fol1owinq additional services, not included under basic services,
if so ~uthorized in vritinq by CITY, and shall be paid as provided
in Section 6 of thi5 Agreement:
4.2.1 Provide such additional services as set forth
in Exhibit -Aw, Section II.
4.2.2 Provide services
connection with any public hearinq,
proceeding of a court of record~
as an expert witness
arbitration proceeding,
in
or
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CONSULTANT and his
Se.rvices.
Incur travel and subsistence expenses for
staff beyond those normally required under Basic
442.' Pe~form any other services that may be agreed
upon by the parties subsequent to the execution ot this Agreement.
4.3 GEtnUL DUTIES OF CONSULTANT
'.3.1 OONSULT~ represents that it is qualified to
furnish the services described under this Aqreement. CONSULTANT
further declares that one or more members or employees of his fir..
and that of its subconsultants, if any, are iicensed by the State
of California to perf or. their services and that these services
will be perfor.ed by th~ ('!or under their supervision. CONSULTANT
shall furnish to crTY for approval, prior to execution of this
Agreement, a list of all firms or corporations to be employed as
subconsultants.
4.3.2 CONSULTANT shall furnish CITY with every
reasonab~e opportunity for CITY to ascertain that the ~ervice5 of
CONSULTANT are beinq performed in accordance 'With the requirements
and intentions of this Aqreement.
SECTION 5 ~ DUTIES OF CITY
5.1 CITY shall provide full information reqarding its
requirements for the Project.
5.2 CITY shall examine documents submitted by CONSULTANT and
shall render decisions pertaining thereto promptly. to avoid
unreasonable. delay in the progress of CONSUL'I'ANT's 'Work.
5.3 CITY shall furnish five (5) complete sets of CITY'. stor.
drain system maps, as listed in E~~ibit -A-, Section III. These
maps shall include all available records on the size and location
of all CITY storm drains, includill9 lDanl101es and catch basins.
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However, the parties acknoYledqe that the drawings are not
necessarily complete, current J or consistent with field conditions.
CONSULTANT shall verify existing conditions by investigation durinq
the Field Investiqation Phase under Exhibit A, and submit to CITY,
as part ot the scope ot services under EXhibit A, any discrepancie.s
found between CIT~'s maps and actual field conditions.
5.4 CITY shall furnish all o~~er services listed in Exhib
it -A-, section III" providing sufficient notice is given by
CONSULTANT.
5.S The. services, information, surveys and reports required
by paragraphs 5.1 and 5.3 through 5.4 inclusive shall be furnished
at CITY's expense.
SECTION 6 -PAYMENT
Payment to CONSULT~ shall be marie by CITY' only for
services rendered and within thirty (30) days of submission in
triplicate of monthly progress payment requests. Each invoice
shall be itemized as to the type o~ payment described in this
section. Payment shall also be continqent upon the city Council's
annual authorization ot funds for this Agreement, for each CiTY
fiscal year during the term of this Aqreement.
6.1 CONSULTANT1S FEES
In consideration for the full perfo~ance of the basic
services described in section 4.1 of this Aqreement, CITY agrees to
pay CONSULTANT a fee not to exceed Seven Hundred TWenty-one
Thousand Two Hundred Forty-four Dollars ($721,244) .. The amount of
CONSULTANT I s compensation for the :basic services: shall be calculat
ed as set forth in Exhibit -8-, -Fee Schedule-, attached hereto
and incorporated herein by this reference, on a time and aaterials
basis, up to the maximUl1l. amount set forth in this paraqraph 6~ 1.
CONSULTANTls Ra~e Schedule is attached to Exhibit -B-and shall be
updated on December 25th of each year.
6.1~1 SubcoD§ultants. Fees for subconsultants, hired
directly by CONSULT~, sball be approved by CITY in advance of
incurring such fees.
6.1. 2 For Additional Services. For CONSULTANT's
additional service$, as described in Section , of this Agreement,
compensation shall be as prescribed in Exhibit -B"', but not to
exceed Ninety Eight Thousand Seven Hundred Fifty-six Dollars
($98,756).. The amount of CONSULTANT's compensation for the.
additional services shall be calculated as set forth in Exhibit
-a-, on a time and ~terial& basis, up to the maximum amount set
forth in this paragraph 6.1.2. CONSULTANTls Rate Schedule is
attached to Exhibit -B-and shall be updated on December 25th of
each year.
6.1.3 For Extra Work or Changes. Payment for eKtra
work or changes in the work not initiated by the CONSOLTANT and
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authorized in writing by the PROJECT ENGINEER shall be "ade within
thirty (30) days of submIssion by CONSULTANT of a statement In
triplicate of itemized costa covering such work~ Prior to
ccmmencinq such extra work or chanqes, CONSULTANT and CITY shall
agree upon an estimated not-to-exceed cost for such ertra work. In
no event shall CONSULTANT be paid tor desiqn work or change order
prep~ration which is necessary because of CONSULTANT's errors or
reasonable oversights.
6.2 PAYMEtf1' SCHEQULE
6.2.1 For Balia Services. payments for basic
services shall be made in proqress payments in proportion to
services performed in accordance with Exhibit -8-0 Final payment
shall be made by CITY after CONSULTANT has submitted all re~ired
video tapes and reports and rec~ived approval thereon from CITY.
6.2.2 For Additional sO!rvices. Payments for
additional services of CONSULTANT as defined in Section 4 shall be
made as part of the monthly proqress payments for services
rendered~
6.2.3 Payment Opon suspension or Abllndonaent of
Pro10ct.. If the Project is BuspendelS by CITY for lIIoOre than three
(3} IIOnthS or abandonee! in Whole or in part. CONSULTANT shall be
paid its compensation for services performed prior to receipt of
written notice from. CITY of such suspension or al:Iandonment,
together 'With additional expenses then dUe. If the Project is
resumed after being suspended for more than ninety (90) days, any
chanqe in CONSULTANT's ~nsation shall be subject to reneqotia
tion and, it necessary, approval by the Palo Alto City council. If
this Agreement is suspended or te.rminated. for fault of COtIlSULTANT ..
CITY shall be obI igated to compensate CONSOLTANT only for that
portion of CONSULTANT's services which are of benefit to CIT~.
SECTION 1 -PROGRESS AND COMPLETION
7. 1 TlME IS OF THE gsSENCE
It is understood and aqreed that time is of the essence
of this Agreement, and that, following receipt of Notice to
Proceed, CONSULTANT shall commence its work on initial tasks under
Exhibit A in accordance with the time schedule set forth in Exhibit
-A-, Section IV. Work on subsequent tasks shall proceed in
accordance with said time scheaule~
7 ~ '2 Tm OF COMPLETION OF EACH TASK
CONSULTANT aqrees to perform the services within the time
limits set forth in Exhibit -A-provide.d., however, th.at any ebanqe
in the scope: of services or other changes due to CITY's operating
requirements may require a revised time table.
CITY agrees to exercise due diligence in performing its
tasks to implement the CONSULTANT's time table~
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7~3 CITY'S REVIEW ANP APPROVAL
CrTY will exercise due diliqence to complete any required
review and approval of CONSULTANT's work products under this
Agreement; however, it is recogni:r.ed that the interrelated exchange.
ot information amorl9 CITY's various departments maJces it impossible
to set a specific time schedule. Normally, the CITY's estimated
period of review and approval will be furnished to CONSULTANT at
the time of submission of each product of work*
7*4 EXTENSION Of TIME OF COMPLETION
I.n the event the serv1ces called for under this Aqreement
are not completed by CONSULTANT within the time specified, CIT'!
sball have the option to exte.nd the tilDe of completion.. rhis
section does not preclude the re-=overy of damages for delay of
either party.
7 .. 5 DE t.U CAUS ED BY CONSULTANT OR eI Ty
' .. 5~1 In the event that CONSULTANT does not perform
the services within the time limits set forth in Exhibit -A
through no fault of CITY, CONSULTANT shall not be entitled ~o any
increase in its fees or compensation, as set forth in Exhibit -S-,
in order to complete its services. CONSULTANT shall be liable for
any costs reasonably incurred by CITY in connection with such
de1ay ..
7.5.2 In the event that CONSULTANT does not perfora
the services within the time luits set .forth in Exhibit -A-due to
the fault of CXTY", COHSULTAN'l" s fees or compensation may be
adjusted by neqotiation between CONSULTANT and CITY" subject t.o
approval, i~ necessary, by the Palo ~to city council.
SECTION 8 -CHANGES IS' WOR};
8 • .1 CITY may order maj or changes in scope or character of
work, either decreasing or increa9inq the amount of CONSULTANT's
services. In the event that such cnanqea are ordered, CONSUL'tANT
shall be entitled to full compensation for all work perfo:rmed prior
to receipt of notice of change. Increased compensation for major
chanqes shall be determined in aoco~ance with Section 6 of the
Aqre~ent, but in no event shall CITY be liable for payment unless
the a)llount of such extra compensation shall first have been agreed
to in writing by CITY.
8~2 In the event that major changes are ordered pursuant to
this section, the schedule for progress and completion in Section
7 of this Agreement and compensation shall be adjusted by neqotia
tion between CONSULTANT and CITY, subject to approval, it necessary
by the Palo Alto city council.
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~N , -TERMINATION QR SUSpeNSION 01 AGREEMENT
9 • 1. CWCELUTXQN BY CONSULTANT
CONSULTANT may terminate this Agreement or suspend work
on the Project upon thirty (30) days' written notice tQ CITY, but
only in the event of substantial failure ot performance by CITY or
in the event CITY abandons O~ indefinitely postpones the Project.
9.2 CANCELLATION BX CITX
Without 11.lI.itation to such. rights or rem.edies as CITY
shall otherwise have by l~v, CITY shall have the right to terminate
this Agreement or suspend work on the Project without cause, upon
fifteen (15) days' written notice to CONSULTANT, or tm.ediately
after submission to CITY by CONSULTANT at any completed item ot
service specified in Section 4 of this Aqreement. CONSULTANT
agrees to cease all work under this Aqreement upon receipt of said
written notice.
9.3 ~SATION OF CONSULTANT IN THE
EV£N>r OF TERMINATION OF THIS AGREEMENT
In the event of termination of this Agreement or
suspension of work on the Project by either CITY or CONSULTANT,
CONSULTANT shall receive compensation as follows:
9.3.1 For approved items of service under Section 4
of this Agreement, compensation shall be in the amount outlined
under Section 6 of this Agreement for the items of service fully
performeci by CONSULTANT.
9. J. 2 For items of service on which a notice to
proceed has been issued by CITY r but which have not been fully
completed and approved, CONSULTANT shall be compensated for said
service in an amount which bears the same ratio to the total tee
othenrise p21yab1e for the perfonllance of said service as the
service actually rendered bears to the total service necessary for
the full performance of said item of se:vice.
9.3.3 In no avent shall the total compensation paid
in the immediately preceding paragrapbs exceed the payment
specitied in Section 6 for the respective items of service to be
furnished by CONSULTANT.
9.3." Notwi thstanding anything in the preceding para-
qrapbs, upon termination for fault of OONSULTANT$ CITY shall be
obligated to pay for only that portion of the service which can be
incorporated in the Project.
9.C DUTIES OF CITY AND CONSULTANT
Opon terwiJ'lation of this Agreement or suspension of work
on the Project by either CITY or CONSULTANT, all duties of CITY and
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CONSULTANT, as set forth in sections 4 ar.d 5 hereinabove, shall
terminate ..
SECT tON 1 Q -CONSULTANT' S ACCOUNTING RECORDS
Records of t..~e following expenses pertaining to the
Project shall be kept by CONSULTANT on a qenerally recoqnized
accounting basis and shall be available to CITY at mutually
convenient ti:m.es:
10 .. 1 EXpenses pertaining to basic services. (See section 6
or th is Aqreement.)
10.2 Expenses pertaining to additional services. (See
section 6 of this Aqreement.J
Such records shall be maintained anQ made available to CITY
for at least three (3) years followinq the tel.""IIlination of this
Aqree""",t.
~ECTION 11 -O!ll!EBSHIP OF !lOC!lKE!ITS
11.1 Subject to the provisions of Paragraph 11.2 below, the
original drawings, maps, plans, designs, records of survey, work
data, specific.ztlons, reports, videos, documents and any other work
product prepared by CONSULTANT in the performance of this Agree
~en~~ although lns~rumentB of professiona1 service, are and shall
be the property of CITY whether tbe Project .for which they are made
is executed or not.
11.2 Upon teraination under Section 9 of this Aqreement and
upon CITYrs payaent of the amount required to be paid under same
section, CONSULTANT sha.ll transfer the originals and all drawing-5,
calculations, specitications~ reports, videos~ documents and any
other work product to CITY upon request without additional
compensation. CITY shall have the right to utilize any completed
or uncompleted drawings, estimates, specifications, videos,
reports, dOC\:Dlents and any other work product prepa.red hereunder by
CONSULTANT.
SEC'lIOlf 12 -IHTE;REiST OF CONSULTANT; CONSULTANT INOEPPl
PlalT Of CITY
12 .. 1 In acceptinq this A9reement~ CONSULTANT covenants that it
presently has no interest, and shall not acquire any interest,
direct or indirect, financial or otherwise, which would conflict in
any manner or deqr •• with the performance of the services
hereunder. CONSULTANT tQrther covenants that, in the performance
of this Agreeaent. no subcontractor or person having such an
interest shall ~ IUlployed. CONSULTANT certifies that no one who
has or will have any financial interest under this Agreement is an
~fficer or employee ot CITY.
12.2 It is expressly aqreed that in the performance of the
professional services required under this AgrceII'I.ent CONSVL1'ANT~ and
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any of its subconsultants or employees, shall at all times be con
sidered independent contractors and not agents or employees of
CITY •
~8CTIQN' ]) -OUTS T DE CONSULTANTS
CONSULTANT shall be responsible for employinq all outside.
consultants (sUbconsultants) necessary to aid CONSULTANT in the
pertor.ance of the services listed in Section 4 ot this Aqream~nt;
provIded, however, that all such subconsultants shall receive prior
approval of CITY in writing and shall remain acceptable to CITY
durinq the term of this Agreement.
SECTION 1. -INDEMNITY
L4.1 ~TANT'S DUTY TO INDEMNIFY CITY
CONSULTANT agrees to indemnify, defend ·and hold
haraless CZTY, its officers, aqents and employees from any and all
4eaand., claias, or liability of any nature, including death or
injury to ~ny person, property damaqe or any other loss, caused by
Qr arlalnq out of CONSULTANT's, its officers', aqents',
subcontractors' or employees' negligent acts, errors, or om.issionG,
or willful .isconduet,· or conduct for which the law imposes strict
liability on CONSULTANT in the performance of, or the failure to
pertor., this Aqreement ..
14.2 CITY'S PQTX TO INDEMNIFY CONSULTANT
CITY aqrees to indemnify, defend and hold haraless
CONSULTANT, its officers, agents and employees fro. any and all
demands, claims, or liability of any nature, including death or
injury to any person, property damage or any other loss, caused by
or arising out of CITY'S, its officers', aqents' or employe.es'
neqliqent acts, errors, or omissions, or willl~! misconduct, or
conduct for which the law imposes strict liability on CITY in the
performance of, or the failure to perform any of its Obliqati~ns
under this Agreement.
SECTION 15 -INSURANCE
15 • 1 LIABILITY I!!Sl!RANCE
CONSULTANT, at its sole cost and expense, shall obtain
and maintain, in full force and effect throughout the entire term
of this Aqreeaent, the insurance coverage descril:led in Exhibit ·c·,
attached hereto and made apart hereof by this reference, insuring
not only CONSULTANT and its subcontractors, it any, but also, with
the exception at workers' compensation and etIIplorer's liability
insurance, CITY. its officers, agents and employees, and each of
them, with respect to activities and services perfo:r1lled by
CONSULTANT tor or on behalf of CITY under the provisions of this
AgreeJIent.
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15.2 CERT!FICATES OF INSL1&ANCE
certificates of such insurance., preferably on the forms
provided by CITY, shall be filed 1.'ith erTY concurrently with the
execution o-t this Aqreement. said certificates sh;sll be subject to
the appl:oval of the CI.'1'Y Risk Manager and shall contain an
endorsement stating that said insurance is primary coveraqs and
will not be cancelled or altered by the insurer except after :filing
with the city Clerk thirty (30) days' prior written notice of such
cancellation or alteration, and that the City of Palo ~to is na~ed
as an additional insured {except in policies of professional
liability insurance). CUrrent certificates of such insurance shall
be kept on file at all times during the term of this Agreement with
tlle City CIerI<.
SECTION 16 -WORKERS' COMPENSATION
CONSULTANT .. by executinq this Aqreement, certifies tb.at
it is aware of the provisions Of the Labor Code of the state ot
California which require every employer to be insured against
liability for workers' compensation or to undertake self-insurance
in accordance with the provisions of that Code,: and certifies that
it will comply with such prOVisions before commencing the perform
ance ot the work of this Agreelllent.
SECTIOK 17 -AGREEMENT BINDING
The terms., covenants. and conditions of this Agree~ent
shall apply to, and shall bind, the heirs, successors, executors.,
a~inistrators., assiqns~ and subcontractors of both parties.
SECtIOH 18 -NONASSIGNABILJTX
18.1 PERSONAL SERYICES OF CONSULT~~
Both parties hereto recognize that this Agreement is for
the personal services of CONSULTANT and cannot be transferred.,
assigned or subcontracted by CONSULTANT without the prior written
consent of CITY.
18.2 SERVICES OF' SUBCONSULTAlIT AND THEIR EXPrpYE&S
CONSULTANT shall be responsible for e:nployinq or ellgaging
all persons necessary to perform the services of CONSULTANT here
under. No subConsult.ant of CONSULTANT will be recoqnized by CITY
as such; rather, all subconsultants are deemed to be employees of
CONSULTANT, and it aqrees to be responsible tor their performance.
CONSULTANT shall qive its personal attention to the fulfillment of
the provisions of this Agreement by all Qf its employees and sub
cons~ltants, it any, and shall keep the work under its control. If
any employee or subconsultant of CONSULTANT fails or refuses to
carry out the provisions of this Agreement or appears to be
inco.petent or to act in a disorderly or improp~r manner, he or she
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sball be disc~arqed immediately from the ~ork under this Agreement
on demand of CITY.
SECTION 19 -RILIAHcg UpoN PROFESSIONAL SKILL OF
CONSULTAN"l'
It is mutually understood and aqreed by and between the
parties bereto that CONSULTANT is skilled in the professional
callinq necessary to pertor. the work agreed to ~e done hereunder
and that CITY relies upon the skill of CONSULTANT to cio and perform
the work in the most skillful manner, and CONSULTANT agrees to thus
perform. the work. The acceptance or CONSOLTANT I S 'Work :by CITY does
not operate as a re1ease ot CONSULTANT from said obligation.
SECTION 20 -WAXVERS
The waiver by either party of any breach or violation of
any te.r., covenant, or condition of this. Agreement or of any
provision. ordinance, or law shall not be deemed to be a waiver of
any other term, covenant, condition, ordinance, or law or of any
subsequent br~acb or violation ot the same or of any other ter.,
covenant, condition, ordinance, or law. The subsequent acceptance
by either party of any tee or other money which may become due
hereUnder shall not be deemed to be a 'Waiver of any preceding
breach or violation by the other party of any term, covenant, or
condition of this Aqreement or of any applicable law or ordinance.
SECTION 21 -NO LftPLIEP WAIVER
No payaent, partial payment, acceptance, or partial
acceptance by CITY shall opera.te as a waiver on the part of CITY-of
any of its riqhts under this Agreement.
SEC1ION 22 -COSTS AND A'ITOBNEYS I FEES
The prevail inq party in any action brought to enforce the
terms of this Agreement or arising out of this Aqreement may
recover its reasonable costs ~nd. attorneys I fees expended in
connection with such an action from the other party.
SECTION 23 -NONDISCRIMINATION; PENALTY
23.1 D!!TX OF CONS!JLTANT
23.1.1 No discrilz.inati~n shall be 'made in the eaployaent
of persons unde~ this Agreement because. of the race, color,
national origin, ancestry, religion or sex of such person. If the
value of this Agreement is, or may be, five Thousand Dollars
($5,000) or acre, CONSULTANT agrees to meet all requireJDents of the
Palo A1to Xunicipal Code pertaining to nondiscr~ination in
employaent, including completinq the ·Compliance Report--Nondis-
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cri.ination Provisions of City of Palo Alto Contracts· on the
furnished by CITY t attached hereto as Exhibit -0· and made a
hereof by this reterence.
form
part
23.1.2 CONSULTANT agrees that each agreement for
services from independent providers shall contain a provision
substantially as follows:
-PROVIDER shall provide CONSULtANT with a certifi
cate stating that he (or she) is currently in cQmpliance
with all Federal and State of California laws covering
nondiscrimination in employment; that he (or she) will
pursue an atfirlllative course of action as required by the
Affirmative Action Guidelines of the City of Palo Alto;
and that be Cor she) will not discriminate in' the
employment of any person under this contract because of
race, color, national origin, ancestryl sex or religion
Of sucb person.fI
23.2 PENALTY fOB DISCRIMINATION
23.2.1 If CONSULTANT is found in violation of the
nondiscrimination provisions ot the state of California Fair
Employment Practices Act or similar provisions of federal law or
executive order in the performance of this Aqreement, it shall
thereby be found in material breach of this Agreement. Thereupon,
CITY shall have the power to cancel or suspend this Agreement, in
Whole or in part, or to deduct. from the alDount payable. to CONSUL
TANT the sum of TWenty-Five Dollars ($25) for each person for each
calendar day during 1ihich such per-son was discriminated against, as
damages for said breach of contract l or both. Only a finding of
the state of California Fa.ir Employment Practices. Commission or the
equivalent federal agency or officer shall constitute evidence of
a violation o~ contract. under this section.
23.2.2 If CONSULTANT is found in violation of the
nondiscrimination provisions of this Agreement or the applicable
affirmative action guidelines pertaining to this Agreement,
CONSULTANT shall be found in material breach of this ~qreement.
Thereupon, CI'I'Y sball have the power to cancel or suspend this
Agreeaent, in whole or in part, or to deduct from the amount
payable to CONSULTANT the sum of TVo Hundred Fifty Dollars ($250)
for each calendar day during Which CONSt.."'LTANT is found to have been
in such nonc~liance as damaqes for said breach of contract, or
both.
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SECTION 21 -ARBITRATIoN
Upon agreement Of the parties any controversy or claim
arislnq out of or relating to this Agreement may be settled by
arbitration in accordance ~1th the Rules ~f the American Arbitra
tion Association, and judgment upon the award rendered by the
Arbitrators lIay be entered in any court having jurisdiction
thereo.f~
SECTIQH 25 ~ NOTICES
All· notices hereunder shall be qiven in writing and
Bailed, postage prepaid, by certified mail r addressed aa follows:
To CITY: Office of the City Clerk
250 Hamilton Avenu~
Palo Alto, CA 94303
To CONSULTANT: Attention of the PROJECT DIRECTOR
at the address of CONSULTANT recited aboVe
SECTION" 26 -ALL COYmWlTS ARE CONDITIONS
All provisions of this Agreement are expressly Bade
conditions ..
SECTION 21 -AGREEMENT COlITAINS ALL UNDERSTANDINGS;
lIMElIPMEN7
27 . .1 This document represents the entire and iJ'lteqrated
aqreement between CITY and CONSULTAN'X and supersede.s all prior
neqotiations, representations, and egreements, either written or
oral.
21.2 This document may be amended only by written instrument,
si9Ded by both CITY and CONSUL~ANT.
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SECTION 28 -GOYEJlNING LAW
This Aqreement shall be governed by the laws of the state
of calIfornia.
:IN WITNESS WHEREOF, the partiss hereto have executed this
Agreement the day and year first above written.
A'l'l'EST: CITi' OF PALO ALTO
city Clerk Mayor
APPROVED AS TO FORM:
Assistant City Attorney
APPROVED:
Assistant city Manager
Director of Finance
Risk Manager
APPROVED AS TO CONTENT:
senior Engineer, Public Works
Attachments:
EXHIBIT -A
EXHIBIT "6"
EXHIBIT ·C·
EXHIBIT "D"
SCOPE OF PROJECT , WOJU( SCHEDULE
FEE SCHEDULE' RATE SCHEDULE
INSURANCE
NONDISCRIMINATION COMPLIANCE FORM
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EXHIBIT A
SCOPE OF PROJECT '" WORK SCHEDUlE
PHASE 1 -Field Investigation
Task 1.1 Develop CClY Inspection Procedure
Task 1.2 Develop Structure Inspeetion Procedure
Task 1.3 Procedures Review Meeting
Task 1.4 Conduct Held Operations
Task 1.4.1 Structure Inspeetion
Task 1.4.2 CClY Inspection
Task 1.4.3 Monitor and Review CClY Operations
Task 1.4.4 Review Structure Inspection Log Sheets
Task 1.4.5 Weekly Progress Meetings
Task 1.4.6 IlJicil Connection Stage I Investigation
PHASE 2 -Data Anaiysis
Task 2.1 Data Entry
Task 2.2 Modify Condition Assessment Software
Task 2.3 Review Preliminary CCTY Results
Task 2.4 Establish Aetion Levels
Task 2.S Select Pipeline Rehabilitation Techniques
Task 2.6 Select Structure Rehabilitation Techniques
PHASE 3 -Reporting
Task 3.1 Draft Condition Assessment Report
Task 3.2 Final Condition Assessment Report
SECI10N II: Addilioaal Serviees
PHASE 4 -Additional Services
Task 4.1 Pipeline Cleaning
Task 4.2 llIicit o,nnection Stage II Investigation
Task 4.3 Additional CClY Inspection
Task 4.4 Surveying Services
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EXHIBIT A
SECTION I, BASIC SERVICES
INfRODUcnON
The scope of work under lhis Agreement is to evaluate the ~ondjti(}n of portions of
the City of Palo Alto', storm drainage 'Y"lem by way of video inspection, fiek! verify
existing stOlID drain maps, kientify undoCumented system connections, and to submit
findings and reronunendations for improvements to the CITY. CH2M HILL shaD
perform the foDowing services:
PHASE 1 -FJeld Investigation
Task 1.1 Develop C!osed CIrcuit Television (CClV) Inspeetion Procedure
Using CH2M HILL', existing aefeet and in.<~n codin.l' system as a base, develop
ocrv codes applkable fOf m.peeting the CITY's storm drain pipeline networl<. Point
scores for each defect type and impact faclor; will be recommended based on CH2M
HIlL'. work on ,imDar projects. Impact factOOI will be used to modify defect ::cores
to reflect an individual pipe's importance 10 the syslem (size impact facto<). impact
on traffic (traffic impact factor), impact on residents (land-use impact fattor) and
probable flood damage (flood impact facto<).
The defect types, inspection coding system, point scores and impact factOlS will be
documented in a d..'lI!t Technical Memorandum entitled "lItspection Procedures" and
will be presented to the CITY for review in the meeting descnbed in Task 1.3. The
Technical Memorandum will also doromenl procedures !o< personnel safety
[mcluding confined space C::11U)'~ atmospbere monitoring, faD protectHHl, emergency
air supply, hard hats, and other personal protective gear); traffic safety plans; public
noiliication procedmes; and tlle proposed schedule 10< ccrv inspection. ocrv log
sheets will be preprintod using STORMS (STORMS is customized software
previously developed for tlle CITY by CH2M HILL wtrich includes an invenlory
database and a maintenance management system for the CITY storm drainage
system) inventory data (coDsisting of upstream and dov.'Dstream structure
identification, pipe size, street location, pipe length, and basin identification).
InfOl1llation recorded 00 the CCTY Jog sheets shall be as descnbed in Attachment
A-"ccrv Standards", to this ExhJbil A, which is made a part bereof by tllis
reference.
II is anticipated that illicit connections will be discovered during CCTV i,1.SpectiOIL
Connections which meet the guidelines descnbed in the Sar.ta Clara yaney Non-Point
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Source Control Program Report, Methods for Conducting Illicit Connection
ProgrdJIlS, wiD be the subject of further investigation as descnbcd in Task 1.4.6.
Task 1.2 Develop Structure Inspection Procedure
Using CH2M HllL·s existing defect and inspection coding system as a base, develop
structure coda and procedures for inspecting the storm drain system.. Sample forms
and codes wiD be documented in the draft TechnicaJ Memorandum entitled
"Inspection Procedure •• (as discussed in Task 1.1) and will be presented to the CITY
for review in the meeting. descdbed in Task 1.3. The Technical Memorandum '1,\;11
aIsco document the proposed schedule for structure inspecdon.
Structure inspection Jog sbeets will be preprinted using STORMS inventory data.
Information preprinted on the sbeeu will include structure number~ type, material,
size and location. Information recorded during field inspection will 'include the
visuaDy observed structu...-al condition of major components (cover, grate, frame~
risers, cone, barre] and bottom ~"1::ions). odor, rodents, ground surface type, debris,
sketch of channel layout, depth from surface to invert, a~d photograph roll and
exposure identification.
Task 1.3 Procedures Review Meeting
Review proposed defect lugging systems., point scor.es and impact factOTS for visual
inspection of structures and ocrv 0( pipelines, as developed under T .... 1.1 and
1.2 above. Review with CITY staff specific drainage areas prioritized for
investigation. Afrer the meeting. the Technical Memorandum prepared in Tas" 1.1
and 1.2 wlll be finalized to incorporate CITY comments. The final Technical
Memorandum will document the storm drain defect coding and scoring system, and
will include sample stn·cture and CC1V inspecting Jogs, and the revised s<hedule.
Task 1.4 Conduct FJeld Operations
Task 1A.1 Structure Inspection
Using a three-person crew, structures shaD be inspected to caDect data using the data
collection forms developed for the Task 1.3 Technical Memorandum. Pipeline
photograpbs will be taken to identify where cleaning should be performed to prevent
obstruction of ocrv camera field of view. and allow camera to pass through the
pipeline. Structure inspection will occur prior to eerv inspection.
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Structures on hnes subject to CCTV inspe<tion and CITY -owned catch basins on lead
lines ([ask ),4.2) will be !nspected. Crews ",ill take up to five photograph. for each
structure, one downward rrom the street surface and one of each c:n:eringtexiting
pipeline, and others In order to document obscIved defecto. Pipeline photographs
will .t.ow the pipelir.e Interior and be taken by entering the manhole. Defect
photographs may be taken from inside 0< outside the manhcle, depending on Ughting,
avaiJable distaIIc<o from camera to defect, and size of defect Depth measurements
will be a::curate 10 +/-) inch.
Payment for structure inspectio~ field labor will be on a crew-hour basis as h.ted in
the Rate Scbedule, Exlubit B. The cost ceiling for thi. task is based on inspecting a
total 0{ ")00 str\lCtures. Structure inspection ,haIl be performed by peroonnel with
a minimum 0{ thnee months experience with procedures and standards established
byCH2MHllL
Task 1.4.2 ccrv Inspection
Work under this task includes the ccrv inspection of storm drain lines identified in
&!ubit B, Rate Scbedule Part II, and does not include Une cleaning. Should the
1inear footage 0{ pipeline exceed the "total feet" listed in sa; d F.xInbit, the CITY .hall
pay the CONSULTANT for the excess footage in accordance with the unit costs
listed in said Exlubit as an Additional Scrvice (fask 4.3). Line flushing may be
performed in conjunction with ccrv activities. The video image and coding of
defects shall be in accordance with Anachment A "CCTV Standards" to this Exlubit
A, and the final Task ).3 Te<±nicaJ Memorandum, "Inspection Procedures.' ccrv
inspeetioD will be scheduled to follow behind the work 0{ structure inspection as
described in Task 1.4.1. Pipeline length measurements will be accurate to +/-
2 percent. ccrv inspection operator will add corrections to preprinted information
on ccrv log f0<m5 wben disctepancie. are ob>erved between field conditions and
preprinted log forms.
Payment for field work in this task will be on a per foot basis for pipe size ranges as
listed in the Rate Schedule, Exlubil B. ccrv operation and defect coding .hall be
performed by personnel with a minimum of three months experience with procedures
and standards estabUshed by CHZM HllL
Task 1.4.3 Morutor and Review ccrv Operations
In this task, CH2M HIlL will monilor ccrv inspection operation to provide
guidelines for the CCTV operators to produce video tape recordings and defect lags
in acoordance with the standards defined in Anacbm~nt A "c:crv Standards" to this
Exlubit A, and the documentation in the Task 1.3 Technical Memorandum,
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"Inspection Procedures.· After the first 1,000 fcet of pipeline have been inspected,
CHZM HILL will meet with CITY to review the quality of the tapes. Tapes will be
reviewed in CHZM HILL", project field office for video quality! using the fast forv.'afd
feature of a 4-head VCR. Twenty percent of the line:;. will be reviewed at normal
speed and checked against the associated defect Jog sheets to monitor the quality of
the coding. Log sheets shaD be rejected and recoded prior to any defect data entry
(Task 2.1) if Jog sbeets do not reflect pipeline condition.
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Task 1.4.4 Re-jew Structure Inspe<tion Log Sheets
CH2M HILL will review aD log sheets and photographs (wUected in Task 1.4.1), and
compare the field data with storm drain maps and the STORMS inventory. Log
sheets will be rejected if they do not reflect conditi<ln displayed in the photographs.
Photographs WIll be rejected base.! on image quality. CH2M HILL's copy of the
storm drain maps will be marked and sections wlth discrepancies will be~ copied and
presented to the Cfrv at weekly meetings. Pipeline cleaning recommendations Vi'll!
be made aDd compiled from structure inspection forms. The compiled listings will
be presented to the CITY at weekly meetings (Task 1045) for authorization to
proceed with pipeline cleaning (Task 4.1).
Task 1.4.5 Weekly Progress Meeting>
CH2M IflLL·. field representative will meet weekly with the CITY's representative
and deliver weekly progress reports. The progress reports shaD include quantities
and genera! status of the project, schedule for the fonowing week', work, and wiD
identify items requiring assistance frnm the CITY [m<:luding locating and/or rdising
covered,l'tmried structures., and/or gaining access to or assisting in getting COCIperation
from citizell5 along easements). Assistance from CITY personnel will be coorcfmated
bY CHZM HILL's field representative.
The weekly progress reports will include listings of observed de f&ts which may
require immediate attention (observed voids or other defects which could cause
subsidence. or severe debris which could cause plugging of the line). and will DotiJjr
the CITY of undocumented structures and/or lines,. and other deviations from the
storm drain maps (inc!uding size, type, street, and cross ~treet location).
Pipeline cleaning recommendations compiled in Task 1.4.4 will be presented to the
crrY. The CITY's representative win authorize cleaning on a pipeline by pIpeline
basis (Task 4.1).
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Task lA.6lllicit u,nnectioD Stage Ilnvcstigation
'When suspected illicit connections are located from data collected in Tasks 1.4.1 and
1.4.2, CH2M HIlL will notify the CITY of their locations and provide a copy of the ccrv and structure inspection fonns at .he weekly meeting. CH2M HIlL will view
video tapes for each connection"slocation and status {flowing. nOC: flowing, not flowing
but with evidence). The CITY will search avauable records and provide the resuiting
information 10 CH2M HIlL at the f"Uowing ... eekly meeting. CH2M HIlL will
recommend additional field investigation activities to::ocate and attempl10 positively
identify the connection, its location and origin. This recommendation will occur
within one week of receipt of the Cery data.
The additional field work performed in this task shall consist of dyed water testing
and/or smoke testing. CH2M HIlL will perform this additional field work and will
provide leaflets and public notification (or areas directly affected by the field work.
If the k>cation and origin cannot be determined using the techniques descnbed above,
the suspected illicit oonnections may require additional and more eJaborate
inveotigation techniques, which may be recommended, and provided when authorized
by the CITY under Task 4.2 Additional Services.
The number of illicit connections is not known, and the effort to perf= this task
may V3I)' for each suspected illicit connection. For smoke testing and dyed-water
testing field &ctivities, three to five-person crews will be used. lllicit connection
investigation beyond lbe 40 cre ..... -bou .... budgeted in the Fee Schedule, Exbibit B, shaD
be paid for, when .uthorized by the CITY. under Task 4.2 Additional Services.
Payment for smoke testing and dyed.waler testing will be on a crew-hour basis as
listed in the Rate Schedule, Exlubit B.
PHASE 2 -Data Analy5is
Task 2.1 Data Entry
Inspection results from CC"IV logs and structure inspection will be entered into a
microcomputer database. h data are entered, inventory information 'WIll be checked
against STORMS data. Discrepancies 001 due to entry errors will be listed OD a
discrepancy report and delivered to the CITY with the draft U,ndition Assessment
Report (Task 3.1). Data entry errors will be detected by checking aD ccrv
inspection sheets and structure inspection sheets completed in the field against the
defect database listings.
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Task 22 Modify Condition A".o;essment Software
CH2M HIu.. will use existing Condition Assessment software as the basis for data
analysis, Software wi!! be modified for the CITY to inoorpo<ate substituted
rehabilitation techniques (if any). changes in aDowable defect codes, and
reassignments of defect points and impact factors. The software WIll no! be delivered
to the CITY lIS part of this agreement.
Task 2) Review Prelimina,y CCTV Results
CH2M HILL representatives (Project Coordinator, Field Representative, and
eondition assessment Project Engineer, as identified in Section 2.2 of the Agreement)
...m meet with CITY staff afte, perfonning 6O-percent of scheduled CCTV inspection.
At this meeting, preliminary condition assessment reports consisting of defect score
rankings as detailed in the Task 1.3 Tecbniea.J Memorandum ...m be reviewed and 10
sample pipelines selected from the tota! inventory of Ii",,, already inspected (at the
6O-per~": level) wiD be viewed. These 10 pipelines will be • subset of up to 50
pipelines selected by aIZM HILi.. for presentation in the meeting. These pipelines
wiD represent varying levels of pipe condition spread throughout the eondition score
.range observed Dp to that time. Based on di~io['1s at this meeting, the scores
assigned by the condition assessment software Wlli be calibrated.
Task 2.4 Establish Action Levels
Within four weeks of the meeting in Task 23, CH.2M HllL representatives (Project
Coordinator, Held Representative, and condition assessment Proj«t Engineer) VoiD
meet with the Cfrv to establish actioD levels 'based on condition assessment scores..
The cahbrated condition assessment scoring system win be used 10 establish the
cut-oif level for no-rehabilitation versus performing rehabilitation.
The 10 sample pipelines reviewed in Task 2.3 wiD be ,,,,,rewed in this meeting to
vc:rify the no-rebabilitation versus performing rebabilitatian Cl1t-ofi level against the
observed conditions of the pipelines. A second cuto{)ff level wiD be established and
reviewed to identify pipe which sbould be repaired in the near future to avoid failure
of the storm drain system. Pipelines wlth scores greater than this Cllt-off ~vel would
be included in the early years of the recommended rehabilitation program developed
in Task 3.1.
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Task 2.5 Select Pipeline Rehahl1ltation Techniques
The recommended rehabilitation analysis W'Jl consider six a1tern2.:!ve methods (N~
Action, Point Repair, Grou~ Slipline, Inversion line, and Replacement). If other
methods appear appropriate for rehabilitation of the Cfrrs pipeline system (based
on tape review for Task 2.3). up to two methods may he substituted in the evaluation,
with a maximum of six techniques"
Substituted methods will be evaluated and selected based on defects observed
through the 6().percent ""'"I of ccrv inspection (Task 1.4.2). In general, the six
current rehabilitation techniques are applicable to storm drains; however, a higher
.incidence of panicular defects, or combinations of defects, matenals, locations, and
depths may make other alternatives more attractive. Alternative techniques M11 be
selected from those techniques with proven performance reoords and for which cast
estimates (Task 3.1) and performance history can he developed.
Task 2.6 Select S!rUctul'e Rehabilitation Techniques
'The rCCOIIUJI.ended rehabilitation analysis Will consider seven alternative methods
(No-Action, Raising to Grade, Cover and Frame Replacemen:, Grate RepJacemen~
Patching. Sealing. and Comp!ete Replacement). If, based on data coDe>,1ed during
structure inspection (Task 1.4.1). other methods appear appropriate for rehabilitation
of ilie CfrY's structures, up to two methods may be substituted in the evaluation,
with a maximum of seven techniques.
Substituted methods will he evaluated and seleeted based on defects observed
through the ro-percent level of structure inspection (Task 1.4. J). Alternative
techniques will be selected from those techniques with proven performance records
and for which cost estimates (Task 3.1) and performance history can be developed.
PHASE 3 -Reporting
Task 3.1 Draft Condition Assessment Report
The drcift Condition Assessment Report will summarize the data cone~tion activities
and provide a prioritized listing of recommended projects and associated costs. The
repan will include ilie text, summBlj' tables and assumptions that led to the listings
of recommended projects. Print-outs generated from the computer databases for ccrv defect log sheets, structure inspection logs and illicit connection testing wl11 be
included as an appendix. The Condition Assessment software (Task 2.2) will provide
ilie preliminary screening and prioritization for the lines inspected. The listing of
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discrepancies between fi:::ld obs.ervations and the STOAA1S inventory data (see Task
2.1) will be included in the draft report. A total of thrc" copies of the draft report
will be delivered to the CITY.
The prioritized list of projects will include rehabilitation recommendations for an
inspected storm drains (including. No-Action alternative). Rehabilitation methods
for individual pipelines will be selected as the least cost alternative on a present·
worth cost comparisoIL All costs (capital and present.worth) will be planning level
estimates, +/-2S percent accuracy. When lines are identified as requiI"4,g
rehabilitation or size enlargement by tho CITY'. Master Plan Project (if Master Plan
results are available at least 30 working days prior to the due date for the draft
Condition Assessment Report), the rehabilitation method recommended will be
replaced as identified in the Master PlaIL CH2.'d HIIL will not perform the
hydraulic analyses required to recommend a combination of rehabilitating th" original
pipe and adding 8 paralkl pipe.
The prioritized list of projects will be grouped into potential construction units, based
upon • budget figure provided by the cn'Y. Highest priority proj eets will include
lines with condition assessment scores greater than the upper cut-off level, identified
in Task 2.4. The next stage of work will be grouped according to drainage area and
rehabilitation method. The drainage areas will be ranked according 10 the """ran
average condition assessment score fOf the drainage area.
Task 3.2 Final Condition Assessment Report
The fina] Condition Assessment Report will be prepared after receiving comments
from the CITY. The comments will be reviewed and tb<O report updated to refle.ct
CITY comments. A total of six copies of the fInal report, and three copies of the
appendices will be delivered to the CITY. One CO!"j each of the ccrv vid<Oo tapes
will be delh..-ere.d to the CITY. An index of the lines on eacb of the tapes will be
included with tbe final report.
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EXHIBIT A
SECTION II, ADDmONAL SERVICES
PHASE 4 -Additional Sern:es
Task 4.1 Pipeline Oeaning
Pipeline cleaning will be provide<J under this task, as authorized by the CITY. The
costs for this task will be based on thre< levels of cleaning to be provided:
• Standard Oeaning -Up to two passes with a high pressure hydroflusher
• Medium Oeaning -Three to six passes with a high pressure hydToflusher or
one pass with • hydraulic root cutter
• Heavy Oeaning -Greater Iban six passes with • high pressure bydrofJusher
or more than one pass with • hydraulic rOO( cutter or if bucket machines or
mechanical cleaning is required
• CITY shaII provide water foe operating cleaning equipmen~ and disposal
location for debris removed from the storm lines. Removal and disposal of
hazardous materials are not covered by this task.
Task 4.2 Dlicit Connection Stage n Investigation
llIicit connection investigation beyond the scope of Task 1.4.6 will be provided under
this task. as authorized by the CITY.
Task 4.3 Additional ccrv Inspection
ccrv inspeetion beyond Ibe scope of Task 1.4.2 will be provide<J under this task, as
authorized by Ibe CITY.
Task 4.4 Swveying Services
Surveying services, in order to determine absolute elevations of existing storm. drain
structures, will be provided under this task, as authorized by the CITY. CITY will
provide aD available benchmark elevation information for use by surveyors.
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Task 4..5 Drafting Services
Drafring servius to update the origL""l CITY ,toem drain maps, based upon
information acquired during the fleW investigation, will be provided under this task,
as authorized by the CITY.
Task 4.6 Modifications to STORMS Software
Modifications to the STORMS software will be provided under this task, as
authorized by the CITY. Modifications may include L~put of new or revised inventory
data, or changes/additions to the software programming.
Task 4.7 FJeld Office
Office space or trailer with Dearby ,.,rater, sanitary, electricity, phone, access to
copying machine, and parking for CH2M HlLL field representative will be provided
under this task, as authorized by the CITY.
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EXHIBIT A
SECTION nI: DUTIES OF CITY
The City shaD p<ovide:
• F'JVe complete blue-line sets of current and available storm system maps.
• Reclairned water for cJcaning. flushing lines, dyed waler lesting, and other
field activities. Reclaimed waler will be made available at the Regional Water
Quality Gmtrol P1ant,2S01 Embarcadero Way, Palo Alto. CH2M HIll..haD
be respoll5lble for transporting and distrIbuting reclaimed water for use at the
job site. CH2M HIll. shaD pay for, obtain, and abide by the CITY permit
required for use 0( reclaimed waler.
• Location for disposal 0( normal debris removed as part 0( cleaning """rations.
• Locating and/or raising covered/burled structure., and/or gaining acress to or
assisting in getting cooperation from citizens along easements.
• Responsibility for disposal 0( any bazardous waste that may be encountered.
• CITY shaD nO! preclude CH2M HILL from modifying the program revised
hereunder for use on similar p<ojec,. for other CH2M HIlL clients.
• CITY shaD provide CH2M HILL access 10 CITY's base maps and storm drain
inventory data, bereinafter referred 10 as "S YSTE.\.fS.· CH2M HIll.
acknowledges that the SYSTEMS constitute valuabJe property 0( the CITY.
CH2M HIll. sbaD use SYSTEMS only for performing work required under
this AgreemenL CH2M HIll. shaD not use SYSTEMS or portions tbereo( for
any oilier project without authorization by the CITY.
13-A
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EXHIBIT A
SECJ'lON IV
WORK SCHEDULE
CITY OF PALO ALTO
CONDmON ASSESSMENT
Tasks 1.1 -1.3
Task 1.4
PIlA.SF, Z -Dabo Analysls
Task :Z-1 -2.3 up tD 60%
completion meeting
Task 2.1 -2.3 (60%-100%)
AlI of Tasks 2.4 -2.6
PHASE .3 -Repol1iol
Task 3.1
Task 3.2
".
14·A
Duration
or Task
(days)
450
255
225
45
30
Days from
Notice to Proc:eed
to TlIsk
comptedqD
30
480
315
SID
520
570
/
EXHIBIT A
ATTACHMENT A
CCTV SURVEY STANDARDS
CH2M HILL
INTRODUCTION
This closed-circuit television (ccrv) swvey and recording standard is intended to
standardize CH2M HILL ccrv operations for the collection of existing
conditions data. It has been prepared to encompass aD ccrv data collecting
programs and to improve the quality and accuracy of the televising activit..'es and
the resulting ccrv Jag inspection form preparation. Additionally, it provides for
consistent standards for the reviewing and acceptabiJit"j 0( the tape recordings
.ubmitted. It bas been prepared for the specific use of ccrv operat"" and
techni~, subcontractors, des:gn engineers., CCIV interpreters and others that
may be involved in any ccrv data collecting program.
AI! ccrv data collecting and recording activities sbaD hencefortb foDow and con
form with the minimum requirements 0( this document and those subparts
described herein unless the Contract documents specify more stringent Of' different
data requirements, in which event this standard sl-.all be modified accordingly.
This ccrv SlmIey standard encompasses tile following subparts:
• Part I -Held Data OJDecting Practices
• Part U -ccrv Inspection Form
• Pan m -ccrv Tape Review
• Pan rn -ccrv Tape Review
..
• io: ••
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PART I
FIELD DATA COLLECTING PRACTICES
An ccrv survey tapi11g and recording practice shaD conform to the minimum
standards specified herein and an tape and ,~nspection form recordings shan be
evaluated against these standards.
i. An recordings shan be in colO£ with the ability to achieve proper balance of
tint and brightness. The loss of color or severe redness due to equipment
malfunction and Nack and w~ite picture. irrespective of quality may be
cause for rejection.
2. All pictUreS (recording» shaD be in focus, properly illuminated with good
contrast, adequate color and tint 3ild without distortion or outside interfer
ence.
3. Te\evising will be performed during dry wealher periods, such that the
water depth is no greater than 25 percent of the diameter of the pipe, but
not to exceed a depth of 6 inches in larger diameter pipes. It be will the
intent to be able to view approximately 70 percent of the pipe periphery.
4. The camera operation may be cable.puned or self-propelling and may
record moving forward or on a reverse puD as the conrntions may so
warrant The preferred recordings shan be camera moving forward from
upstream to downstream. Camera pun or travel speed sbaD not exceed
3 feet/second.
5. The camera lens must be kept clean and clear and any fogging oVer due to
on, grease, or other water content Of debris that obscures the lens shall be
cleaned off before proceeding with the recordmg operation..
6. The camera lens must remain above the visible water level and may sub
merge OILIy while passing through clearly identifiable line sag>.
7. The camera shaD be stopped, for a minimum of S seconds at every later~
broken pipe. root intrusion, or otber adversity or defect. The lens and
lighting shall be readjusted, if need be, in order to ensure a clear, distinct,
and properly lighted feature. Additionally, a S-5ecoDd blank space shaD be
inserted between line segments in order to more dearly mark the end of
one televised line and the beginning of another.
8. Camera unilS .haD have adjustable supports and shaD be set so the camera
axis is generally at the centerline of the pipe.
1-]
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~ .~~ ..
9. AD recordings sball have an audio descriptive narration by !be CCTY
operator in addition to preparation of the CCTY inspection Conn of Pan II
berea( The operator sball clearly identify in the audic aD important
features: Leo. manhole idcntific.atioc numbers, pipe size, an 1atera~ taps,
breaks, !oots, or other defects as outlined in Pan II hereof.
10. 'The pipe diameter sbaD be obtained by physical measurement in the
upstream (or downstream) manIlale. (pipe materia~ ie, RCP or VCP
sball also be verified).
Jcb'SF072.()7J.l
1-2
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Part II
CCTV INSPECTION FORM
This section provides slep-by·step instructions for completing each space on the
Tetevlsion Inspection Form. The form can have any number of pages, depending
on how many defects are found The first page of the form provides spaces for
descnlling the inspection and for recording det.,ls about defects. The subsequent
pages of the form :have a longer section for writing down detal1s and codes about
defects.
These instructions are presented in twa parts: ENTERING GENERAL lNFOR
Y.ATION and EN1ERlNG INSPECI10N DErAILS.
ENTERING GENERAL INFORMATION
FIgUre 2-1 'haws the upper halI of the first page of the Television Inspection Form.
This subsection provides instructions for completing this portion of the form.
Figure 2-1
UPPER PORTION OF CClV FORM
C1ient pralle
Projoect 'ri Ue
ProjeC1: Ro. _______ _ Weather ________ _ ""9< _ at _
%)ate .-1--'_" _ Time __ Area Subbasin __ _ Operator __ _
vs .... """""',-__ _ os KH _______ _ TV Direc\.i.on (US/OS) __
(Sev-ent No.)
Str_t cross Street
Pipe Diameter (in) xaterl.1 (VCP,RCP.Other) ___ StOl::-. DSanit..a.ry 0
Joint. Length ___ (tt) E..rt. Lenqth ___ (tt) Tlc-1evise.d. Length ___ (Ct)
coante.r~ Start __ .. __ ._ Step ____ _ Tape-1'00.
Possi:ble Buried tm (Yflil __ Plu.'1 O.sed ('1/'Il1 __ fleversl!! Setup CY/Iol, __ _
CO%IIlUint£ ___________ _
~. _. 1 ,
11·1
Pipe Ratinq: Good .[]
Fair 0
Poor 0
CLIENT NAME
The name of the City oe clien! to be placed by the designated Project Engioeer.
(Preprinted)
PROJECT TITLE
The Client's identified title for the project foe which the ccrv program is being
conducted. (Also preprinted)
PROJECT NUMBER
The 0i2M HIlL assigned Project Number. (Also preprinted)
WEATHER
An indication 0( the general weather OD the day of teievising. i.e., cloudy, heary
nrln, clear or other.
PAGE
H !hi> is the first page of the inspectioa form, put. "I' in the space after Page; if il
is the second page, pul a "2," and so on. The total Dumber of pages in the f~m is
written in the space after 'of." Thus, if your form has 4 pages, the pages will be
numbered Page "1" of "4," Page "2: of "'4-," etc.
DATE
Fill in the month, day, and year of tile inspection in MMlDD!YY format
TIllIE
Write in the actual time of the inspection work. U .. militazy form (HH:MM) to
show the time.
The identified area of the City or District if applicable.
SUBBASIN
The identified City or District subbasin drainage area number. An tape recordir>gs
within • singular subbasin sban be on separate tape recordings fmm other
subbasins..
"-2
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OPERATOR
Fill in the initials of the TV operator. If the work is by a subcontractor, identil'y the
subcontractor by initials (i.e, RKlPSSI}.
UPMB
Denoting the upstrel!ID manhole (or a= chamber), which number shaD be the
line segment number for those clients who identify line segments by a single
number.
DSMB
Denoting the downstream manhole.
1V DIRECI10N (US/DS)
Indicate the TV direction by entering "DS" (for downstream) if televising is with the
flow, or "US· (fo< upstream) if televising is against the flow. If a reverse televising
becomes necessary for half of the line, clearly indicate the direction of travel 10
eIl51lTe that quadrant identifications are not reversed.
STREET
Write in the name of the .treet where the inspected pipeline is located. If tbe pipe
line is located in an easement, write "Easement" in the space and the name of tIle
closest access street in Cross Street below.
CROSSSTREET
Write in the name of the first cross street of the segment
PIPE DIAMETER
Write in the size (inches) of the pipe being inspected. Pipe size must be measured
by band for each line segment
MATERIAL
Fill in the pipe material, using one of the fonowing codes:
ABS
ACP
BRI
CI =
CP =
DIP c
Acrylonitrile butadiene styrene
Asbestos cement pipe
Brick
Cast iron
Concrete pipe
Ductile iron pipe
Il·3
FBG =
PE
Fiberglass reinforced pipe
Polyethylene lining
Reinforced concre Ie pipe
Reinforced plastic mortar
Vitrified clay pipe
/
RCF
RPM =
VCF = o = Other (specify the type under "COMMENTS")
The "0" code includes any malerial not covered by the other codes. If the material
is PE slipliner enler '0" and stale the pipe is .liplined under "COMMENTS:
STORM/SANITARY
This describes what type of pipeline is being televl>ed. Write "S1" if it is a storm
sewer or "SN" if it is a sanitary sewer.
10INTLENGm
Fill in the distance between pipe joints, in feet The length should be written to the
nearest 0.5 feet; e.g, 2.5, 3.0, a.5, etc.
ESTIMATED LENGm
Write in the estimated length as provided on the listing of pipeline segments to be
televised.
TELEVISED LENGm
Write in the final televised length centerline of manhole to centerline of manholr to
the nearest foot.
com.'TER
Note the tape counter reading on the video tape machine at the start and at the
end of inspection. This reading will be used to find the location of the video image
on the tape. The initial reading will not necessarily correspond to '()()()" footage.
TAPE NO.
Fin in the number of the video tape used to record the TV inspection work. Do
not start on one tape and end on a second tape. The recording for each line
segment must be on • tape by itself from manhole to manhole. Enter tbe full tape
number.
POSSIBLE BUlUED MANHOLE
A buried manhole is a manhole that cannot be located from the surface:. If one or
more manholes are observed during the TV inspection but cannot be, Iocaled from
Il-4
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the surface, put a "Y" in this space to indicate the presence of buried manholes.
Put an "N" if there are no burk-d manholes.
PLUG USED
Fill in • "Y' or "N' to indicate if a plug was used for fIow control during the
inspection.
REVERSE SEl-UP
A reve~ set-up is when the camera runs into something it v')nnot get past. When
this happens., the camera is removed from the pipe and put into the end manhole at
the other end 0( the segment. Fill in a "Y' if a reverse set-up was needed to finish
the inspection. Fill in a "N" if a reverse set-up was DOt needed to do the inspection.
COMMENTS
Fill in aD)' other comments about the inspection not descnbed by the previous cod
ing. Comments should descnbe items such as addresses or other location informa
tion, newly constructed pipe, pipe malerial coded as "0" (other), etc. Comments
sbould be limited to the available spane.
PIPE RATING
Upon completion 0( the SUIVey give the line segment a general raling as good 1 I.
fak f f. or: poor 1 f.
lJ-5
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ENTERING INSPECl10N DETAILS
F.tgu.re 2-2 shows the inspe.ction details portion of the Television Inspection Form.
1b:is portion has columns for recording the Jocaoon and nature of each defect found
dwing inspection.
To record a defect, define its Iocatio~ 1ry completing a line under fue "FOOTAGE"
column, then put the condition codes on the same fine under the appropriate
columns. .If more than o~ defect is observed at the same location, use separate
Jines to describe each defect.
Figure 2-2
LOWER PORTION OF TV INSPECI10N FORM .. '
QClADR.UfT u"T ~ STRUC-CONDI-eo>r.rllf-
fOOTAGE 1 2 ) 4. TYPE" 'JURAL TION QOUS MISC. COMML:IHS l---------------------------------------••• _1_1_1
I I I I I , • I • .. I .. I I I I I I I I .. I I • I
_1_1_1 1_1_1_'_1 1_'_1 ._1_1_1 1_'_'_' '_f_' 1_1_,
•• , ,'llltlllll'.4,,'111111
_'_f_1 1_'_1_1_1 ,_1_, 1_1_1_1 4_I_t_1 1_,_1 ,_1_1
I" II,II,.,III'C.,'III.I. _,_,_. 1_,_1_1_' 1_'_. 1_1_'_, 1_1_1_' 1_1_1 1_'_'
Iff 'I"II'I"'III'I"I~" _,_,_, ,_1_1_1_1 '_f_1 1_1_'_1 1_1_1_1 '_1_1 '_f_1
III f'II.~tl"IIIIII"'.ll
_1_1_1 1_1_1_1_' '_1_1 l_f_I_1 1_'_1 ... 1 1_I_t f_I_1
111,1.",I.lll'III"""I' _'_I_I '_I_I_~_' 1_1_1 1_1_'_1 1_'_'_' '_1_1 \_1_1 ( __ _
FOOTAGE
In thi5 column, write the Dumber of feet (n=est wbole foot) into the sewerline
where the defect is located. "000" is printed on the Imt line under the "FOOT
AGE" column to indica!. fue location 0{ fue starting manhole. The actual video
image will start outside the manhole approximately S or 6 feet down fue pipe.
QUADRANT
The diagram at the top 0{ this col= show. the location of «Ich quadrant. Eroter
an T in the appropriate column for the quadrant where a defect is observed.
Quadrant 1 represents the top of the pipe, or crown; Quadrant 2 represents the
right flow line area; Quadrant 3 represents fue bottom or invert of the pipe; and
Quadrant 4 represents the left flow line area 0{ the pipe.
11-6
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LATERAL TYPE
Record the footage location and type of an laterals. Fint indicate the lateral type
by putting the appropriate code in the first part of the 'lATERAL TYPE" column:
L = Lateral-Premanufactured servf.:.e connection identified as a 9tyefY"
or a 1ee
T = Tapped-in-A connection made by breaking or conn&ting info an
existing main line and joining the service lateral pipe to the main
P = Protruding-A tapped-in lateral that extends into the main line.
Descnbe the length of protrusion by entering one of the foDowing
codes in the space beside the "P":
L = Ught-VlSibly protruding len than lQ percent of the pipe
diameter
M = Medium-YlSlbly protruding 10 percent to 20 percent of the
pipe diameter
S = Severe-VISibly protrudmg more than 20 percent of the pipe
diameter, or prevents camera from passing
STRUCI1JRAL
If the defect is structura1, indicate whether it is a pipe or jomt problem, by putting
one of the following codes in the first space:
P = Pipe
J = Joint
Structural-Pipe (P)
Structural pipe defe<:ts are defined as defe.:-.s that originate and are located on the
pipe wall.
In the second space, beside the ''P," enler the appropriate structural condition for
each pipe:
C = Cracked-Clos.ed cracks are visible on the surface; pjec.es are still in
place (e.g, hairline cracks)
F = Fractured-Open cracks are vislble OD the surface; pie..es are still in
place
IJ-7
.----~-,...,-..
'--
H = Holes-Small p;e<e(s) of the pipe wall, often circular in shape, are
visibly missing, poss,bly exposing the soil
B = Broken-Pieces of the pipe are vis,bly displaced and/or missing. Pipes
may appear to have lost structural <upport, but not yet significantly
deformed
D = Defortned-OriginaI cross-section of the pipeline is altered, typically
characterized by longitudinal fract ures on both sides of the pipe
x = CoUapsed-Complete loss of structural integrity; most of the cross
sectional area has been lost
If the structural pipe condition is ''C' or "p,' further descnbe it by putting one of the
f01lcwiDg codes in the last part of the "STRUCTURAL' column:
L = Longitumnal-The defect runs approximately paraDel to the centerline
of the sewerline, along the pipe wall
R = Radial-The defect nUlS approximately at right angies to the center
Iiite of the sewerline, along the pipe wall
s = Spiral-The defect runs both radially and longitudinally along the pipe
wall
M = Multiple-Any combination of longitudinal, radial, or spiral defects
Structural joint defects are defined as defects that are unique to joints. For a
structural joint defect, indicate the type by putting a "J" and a condltion code under
the "STRUCfURAL' column. The structural condition codes for joints are: Open
"'0", and Offset "S'" ~
If applicable, enter the foOm>ing joint codes in the space after the 'J":
o = Open Joint-Adjacent pipe sections are longitudinally displaced at the
joint. The joints are DO longer sealed; in severe situations. the soil is
""J'OSed
S = Joint Offset-The spigot of a pipe section is nO! concentric with the
beD of the adjacent pipe sectio"-Further dev..ribe the offset by
entering one of the foDowing severity codes beside the S':
L = Light-visibly less than pipe wall thickness
M -Medium-visibly greater than pipe waD thickness
II-8
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S = Severe-visibly greater than pipe wall thickness and difticult or
imp<J$Slble for camera 10 pas.!:
CONDmON
The condition codes are cate80rized as foDows: Corrosion "C', Roots "R", Infiltra
tion "I", Debris "0", Alignment "N, and Ve<:to< "Y'. Complete Ille "CONDmON"
column by entering the appropriate condition and 01 her cOOes as outlined below.
Corrosion (C)
If corrosion is observed, write "C' in Ille fint pan of Ille space under "CONDI·
TION." Corrosion is defined as visible physical deterioration of the pipe material.
For cement and concrete type pipes, this typically oo.1Sists of material loss d"e to
chemical attack by H2S or SO~ other corrosive agent. or deterioration through the
process of time (ero<ion). For other pipe materials (such as iron), the cOrrosion
process could be characterized as the accumulation of corroslon products (tubercu
lation) that build-up within the pipe and reduce the effective clear opening.
Identify the location of the corrosion by putting one of the foflowing rod .. next 10
the "C";
C = Lateral conne<:tion
I = Inside lateral
J = At joint
P = In pipeline
To further describe the corrosion, put one of the fonowing corrosion severity codes
in the I .. t pan of the condition space:
L = Ught-Surface is visibly rough, discoloration of the pipe mate';a! may
help in determining the presence of corrosion., especially in the case
of iron pipes.
M = Medium-For cement or concrete pipes, aggregate (the sand or stone
used in making the pipe) is clearly exposed. Thls makes the pipe'.
surface look like it is ""'ered willl protruding pebbles and/or ridges.
The pipe may also look extensively pitied .t the flow line. For iron
pipes, tuberculation is approximately v.. to !f.:. inch around the. pipe.
S = Severe-For cement or concrete=. pipes, layer( s) of the pipe are worn
away. In addition to clearly exposed aggregal~t there are pockets in
the pipe and/or joints where the pipe bas been eaten .v.-.y by c0rro
sion. For iron pipes, tuberculation is greater than 'n inch around the
pipe.
E = Soil Exposed-the native soil and/or holes are vjs,ble
1l·9
.-."';.',-
;;;;;..;..;~:;....:...:;;..;........-",------~-----------.
When doubtful about the corrosion sc:verity-"Go Up;" that is, assume the worst
severity condition. For example, if you are no( sure if the corrosion level is ~t"
or "M~dium,' log it as "Medium.' Review the example pboto! and defmitions if you
have any questions.
Roots (R)
lfroots are observed, write "R" in the first part of the space under "CONDITION.'
Roots are defined as the penetration of roots through cracks, open joints, structural
defects, etc. in the sc:werline, laterals, or manhole.
Descnbe the location of the roots by putting one of the foDowing codes next to the
"R":
C = Lateral Connection
I = Inside Latera!
] = At ]eint
P = In Pipeline
Describe how severe the roots are by putting one of L~e foDawing codes in the last
part of the condition space:
L = Light-Roots tbat do nOl alter and/or distort tbe flow or the camera
path
M = Medium-Roots alter and/or diston the wastewater flow or camera
path
S = Severe-Roots severely alter the flow or create a block that could
cause stoppage
InlIItratioa (I)
If infiltration is observed, write 'T' in the first part of the space nnder 'CONDI
TION.-Infiltration is defined as the penetration of water (groundwater or rain
water) into the sewerline through cracks, boles, structural defects, etc.
Descnbe the location of the infiltration by putting one of these <odes next to the
'T',
C = Lateral Connection
I = Inside Lateral
J = At Joint
P = In Pipeline
Put one of these infiltration severity <odes in the last part of the "CONDTI10N"
space:
II·10
':..------... --.-.... -~ .. "".~----~
.------,~ -~---------~----,-------".
o o
E = Marks/Stains-Evidence of pTC"'vious infiltrations, charattem.ed by
water stains or mineral deposits
L = Ught-The seeping or slow trickluig of dear water, usually ch aracter~
ized by a joint or crack glistening in the light of the 1V camera
M = Medium--Qear water dripping or flo'W'ing at a consta~f rate in
through cracks, joints, or structural defects
S = Se .... ere-Oear water running, spouting: or rushing in through cracb,
joints, or structural defects
Debris (D)
If debris is observed, write 'D" in the first part 0( the space under "CONDITION,·
Describe the type 0( debris by putting one 0( the foDawing codes next to the 'D":
S = Sediment-The accumulation 0( sand, gravel, 'Dty material, or any
variety 0( aggregates (srnall rocks or pebbles)
G = Grease-The accumulation of fatty deposits; usually white and caked
along the surface
C = ScaIing-The accumulation of solid material which adheres to the
waIls. This can accumulate in an quadrants of the pipe.
x = Other--Any obstruction !lOI mentioned above; descnbe the type in
detail under "COMMEl .... TS·
Describe IK>w severe the debris are by putting one of the fonawing codes in the l .. t
part of the condition space:
L = Light-Debris that do not alter and/or distort the flow or the camera
path
M = Medium-Debris that alter or distort the wastewater flow or camera
path
S = Severe-Debris that severely alter the flow or create an impasse that
could cause stoppage
AlipmeDt (A)
If the sewerline is misa~gncd, write " A" in the fint part of the space under "CON
DmON.· Descnbe the type of alignment problem by putting one of these code.
next to the "A":
11-11
H = HorizontaJ-A ... islbJe divergence betwee n sewer sections to the left or
the right
v = Vertica1-A visible sag or downward divergence between sewer sec
tions. The severity of a sag can be de,cnbed by iu effect on the flow.
When the camera is mounted on skids and there is low to modera~e
flow in the pipe. the flow depth reIatWe to the camera lens is helpful.
Identify the severity of a sag., as de.scnbed below, and write one of the
fonowing eodes in the la't part of the condition space:
vector (V)
L == Ugbt-When the camera is mounted on skids in smaD diameter
pipe (less than 10 inches in diameter). tills can be descnbed as
the flow level remaining below the camera lens. For large
diam~ter pjpes when the camera is mounted on s~ the flow
level remains below the camera lens or the flow <lepth
increase' less than 10 percent of the pipe diameter. When the
camera is mounted on a float, the flow depth increases less
than 10 percent of the pipe diameter.
M = Medium-Vlhen the camera i$ mounted on skids in sman
diameter pipe (less than 10 inch diameter). this can be de
scnbed as the flow level below the top of the camera lens.
For large diameter pipes when the camera is mounted on
skids, the flow level remains below the top of the camera lens
and the flow depth increases between !O percent and 25 per
cent of the pipe diameter. 'When the camera is mounted on a
fJoa~ the flow depth increases between 10 percent and 25 per
cent of the pipe diameter.
S = Severe-'When the camera is mounted on skids in small
diameter pipe (less than 10 inch diameter). this can be de
scnbed as the situation when the camera goes underwater.
For large diameter pipes when the camera is mounted on
skids, the camera goes underwater and the flow depth in
creases greater than 25 percent of the pipe diameter. When
the camera is mouDted on a float, the flow depth increases
greater than 25 percent of the pipe diameter.
If tbe sewerline is infested with rats, insects, etc., write "V' in the firS! part of the
space under "CONDmON.' (No other codes need to be recorded for vector
conditions.)
CONTINUOUS
Record the beginning and end of continuous defects as outlined below.
n-12
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Start/FlDiJh (Sn/Fa)
Reccrd "Sn" where ~D" is a Dumber (-= 1,2, 3 ... n) to indicate the start of 8 defect
that continues. ~ number differentiates this particular continuous ddect from
others that may octUI in the same pipeline. Tndicate the starting point on the same
line of the form where the defect codes arc entered. For exaIDple~ medium corro
sion that appears for a given distance in the pipelL,e is coded as: Condition-CP M
Continuous-Sl.
'When you can see that the continuous defect has ended, record "Fn" and the same
number used to indicate the end of this defect. Indicate the ending point on a
separate Ene of the form with the location recorded in the "FOOTAGE" column.
The conclusion of the medium corrosion would be CC>dcd as: Condition-CPM Con
tinuous-Fl.
MISCELlANEOUS
"ST" is usuaDy recorded at the top of this column to indicate the stan of TV inspec
tion. Use this column to reoord any applicable miscellaneous codes, as outlined
below.
Start/Finioh Televising (ST/FT)
Write "ST' in the "MISe. II column at the beginning of each pipeline segment inspec
tion and ''FT'' at the end. "ST' should alwaY' be recorded on the first line of the
form and "Ff" should alwaY' be !be last item recorded.
Start/FlDish Reo ..... Set-up (SR/FR)
"Where a defect blocks t..lte camera, remove the camera from the entry manhole and
reinsen it at the opposite set-up manhole. Cootin":Jc to vi;:w the line in the opJXJ
site direction back to the defect that blocked the camera This is caned a "Reverse
Set-up .. Write "SR" in the ''MIse.· column when the reverse set-up is 5taned and
write "FR.'" when it is finished.
When a reverse set-up is performed, the resulting form must be reviewed and the
reverse rectified. The person rectifying the form will prooua: a sheet that prO'lides
a COTI'cinuous form of the inspection, uninterrupted by the re .... erse set-up. The foot
ages in the rectified form will be in ascending order. The o,-iginal fonn produced by
the 1V inspection crevv ihould represent the images OD the ..,jdeo recording; thus..
the original form is important as Ii readily accessible record of the inspection.
When performing the rectifu:ationt the original form is maintained up to the point
of the defect causing the reverse set-up. The rectification process begins when the
defect causing the reverse set-up is reached. When coding the quadrant JX>Sitions of
defects, these positions wi)) be reversed with respect to left and right orientation
(e.8. Quadrants 2 and 4 are switched).
1I-13
\ ,
. ,
•
~--------------------------~--~~
/
In some cases, the reverse set-up will nol be sufficient to ooIDplete the S1.lrvey. This
could bappen on pipes ha>ing severe structural defects throughout their length. An
example could "" • pipe 0( 300 reet total length being te:evised from Man
hole 12345 to Manhole 54321. If the camera is only able to travel 100 reet down
the line from Manhole 12345, it would be reinserled into the line from Man
hole 54321-If the camera is then able to inspect the next ISO reet, that means
chere is a 5O-foot section 0( pipe that was not inspected. This situation should be
documented in 'pa= prOYided at the top of llle form. These spaces record the
aetual length 0( the pipe (in this example, 300 reet) ,·ersu. the length actually tele
vised (in this example, 250 feet).
Viewing Obstrncted/C!earecI (VO/VC)
Write ''VO'' in the ''M1SC· column when viewing is disrupted for any reason other
than when the camera is tmdeiWClter. Write "YC' when viewing clears. If steam .is
the obstruetion, stop the earnera until the lens clears. If viewing is obstrUcted by
debris or r~ do not continue 10 move the obstruction down the pipe.
Camera UDd ....... ter~merges (CUICR)
Because 0( vertical misalignment, backed up sewage, or high flows, sometimes the
flow level will be higher than the level 0( the """,era and vje"ing will be disrupted.
Write "CU" in the "J\.fIsc.. column at tM: point where the camera goes underwater,
and write "CR." wheD the camera reemerges. (Where applicabJe, dewater or plug
the upstream line 10 improve viewing.)
Write "AS-if the inspection cannot be completed; give further details under "COM
MENTS."
Pboto Tokea (P'I)
For particularly significant defects, still photos may be taken. Line the camera up
to best 'hO\V the defect, adjust the focus, and run the video tape for a few seconds.
Write "PT" in the "MISC." colwnn beside the defect that WOolS photographed.
IT a defect involves a manhole, write "-MI-f' in the "MIse." column. If a defect in
volves • flushing inlet, write "Fl.'
Drop Manhole (DM)
H a drop connection to a manhole is encountered, ,""nte DM" in the "MIse." col
umn.
11-14
•
)--
•
I'J~ Q-.,. (l'q
IVlfr. "J'c. frJ Ibe ''Mlsc.. COlu " ........ .. . ..., .. -,,., . " •.. , ... ", .. •
•
o
•
•
/
PART III
CCTV TAPE REVIEW
An CCTV suxvey v.ping shall be subject t() the review process as described herein.
CCTV contractor (subcontractor) sball provide an '"""ptable picture that is distinc~
clear. properly illuminated, of good contrast and without distortion. Wben color is
specified by the contract, the picture shall be of true and adequate color and tin~
free from interference and a: least 70 percent of the pipe periphery shall be mible
above the waterline.
GENERAL POLlCY
1. An CCTV tapes submitted by the contractor shall be subject to review for
acceptability of quality conforming to the minimum standards established
herein and a check of the CCTV recording logs against the mible features.
2 A CCTV review form sban be oompleled oonforming to the standards at
taebed duly ooded and marked with appropriate acceptability or unaccept
abiIity condiOOll-
3. Tapes ",ill be fuIJy run including Cast forwarding for checking for acceptability
or unacceprability. AD inspection log sheelS shall be subject to audits against
the tapes for acceptability of the dala recording activities of the ccrv oper
atOl'".
4. Reviewing and the acceptability of • line segment embodies the line from
manhole to manhole (or cJeanout). If a po,-tion only of • line is
UDacceptable, the entire segment will be deemed unacceptable and must be
retelevised from manhole to manhole. A line that is partially teJemed and is
incomplete due to an excusable condition, i.e., collapse line, will be accepted
for the televised segment only.
5. CCIV inspection forms oonforming to the standards of Part n sban be
submitted and sball be evaluated against the tape and the instructions of
Part n hereof for accuracy and completeness for not less than 25 percent of
all logs submitted.
•
\ .-.
-,
"
---...... -... -........ , ........... ~" .... """~---.---.---.---.-
/ _____ L-
o
SPECIFIC GUIDEUNES
A. ILLUMINATION
The picture, while moving forward or on the reverse run, if performed, should be of
adequate tight to clearly ascertain with certairlty cracks or fractures and their sever~
ity in addjt10n to the obvious features, i.e .. la:erals and jomts.
B. FOCUSING
The picture must be clear and distinct without being obscured by dirty lenses, foggy
pipefine conditior.,. or out of focus due to operator a!t:rtness.
C. COLOR
Loss of color for all or a part of a line may be cause for reje.:tion.
D. INSIDE PIPE CONDmONS
L CCTY inspection wiD be performed during dry weather periods only_
Inspection wIll be following a rain event after-sufficient time bas passed to
allow storm flows to r=de. Heavy water flow exceeding the foregoing
established eriteria wiD be cause to reject the line segment televised.
Surcharging (and flooding of the camera lens) will not be an excusable
condition if it has been anificially created by an up!>"tream surge; roots or
debris that create a darning of the flow or a result of daytime cycled flow
increase. Any flow where the camera towing bridle is underwater and is not
clearly a line sag condition will in genera~ be unacceptable recoramg
conditions and the line segment subject to rejection..
2 P.,.JaI inspection of pipelines wiD be acceptable and paid under the
foDowing condltions, or when reasonabJe effort has been expended in
attempting to complete the inspection:
• Damaged pipeline which the camera could not pass without
significant cbance of becoming trapped in the line.
• Debris accumulation (mcludmg hazardous material) which preveDts
tbe passage of the camera or blocks the field of view~ when cleaning:
recommendations have Dot been rejected by the CITY.
• Vertical misalignments (sags in the line) cause the camera to become
submerged (this contract does Dot allow for complete dewatering of
the lines).
ill-2
-.. --"--. ----, ,
, ,
c., , .
3.
•
/ '.
Multiple venical misalignments (sags in the line) cause the camera to
berome ,ubmerged with the lens beroming fogge d or coated with
grease or other clinging debris as it re-emerges from ·.he sags.
Oeaning of the lens will nO( be possIble due to the nature of multiple
sags.
The operator ohall stop at each defect or identifying feature for 5 seconds.
(Le, a lateral, cracked pipe, hole in pipe).
E. MISCELLANEOUS UNACCEPTABLE DEFECI'S
1. Loss of vertical hold which has an impact on the ability to read and interpret
the tape shall constitute a cause for rejection.
2. Incorrect written manhole identifications shall be cause for rejectiDn if
canfusk>D is created and leaves doubt as to which line has been teleVised.
3. AD line segments must be televised complete from manhole to manhole on
the same tape in a continuous fUrL Partial televising on one tape and then
completing the run on another tape will be unacceptable.
4. Continuous footage readings for iden:if}ing the location of defects must be
accurate to within a +/. 2 pereeDt !Oleranee. Defect identifications are to be
called aut and recorded to the nearest even foot (nD decimah). Any inaccu
racy in the continuous footage meter or identified defects or features which
leave a doubt as to the accuracy of the locations or total length ,hall render
the line segment recording as unacceptable. If the forward run has been
acknowledged unacceptable 1>:' the operator and he elects to retelevise an
the reverse pass, the operator must ensure, (1) the footage markinl!" are
correct, and (2) • stop at each feature for 5 seconds and, in effect, the
perlorming of • complete retelevising Dperation on the reverse pass.
5. Any other unidentifiable defect in the video as wen as ."diD reoonding such
as equipment interference or malfunction, blurred or obscured image, from
an unknown source that detracts from the ability tD completely and with
re~able accurncy to read the tape ,hall constitute a basis fo< rejection.
SFOllJ028.51
llJ·3
•
..
\" -) .,
-~:; -,
, .,.' .. :;
· -..
/-
0
CCTVSURVEY
TAPE REVIEW
CODE OF DEFECfS
A. ILLUMINATION
1. Excessive Ughting
2. Low Ughting
B. FOCUSING
1. Unclear Images/Poor Focus
2. Fog on Lens
3. Foggy Pipe Environment
4. Water OD Lens
s. Lens Obscurod-cause unknown
C COWR
I. Intermittent Loss
2. No Coloring
3. Bad Coloring
D. INSIDE PIPE CONDmONS-UNACCEPTABLE
!. Flow Too Great
2. Temporary Surcharge
3. Sag in Une
4. Root Conditions
s. Not Stopping for Defee ts
6. Insufficient Cleaning (Removable Debris)
E. MISCELLANEOUS DEFECI'S-UNACCEPTABLE
l. Loss of Vertical Hold
2. Wrong Manhole Identification
3. Incomplete TeJevising
4. Cbainage Defects s. Unidentifiable Interference (equipment malfunction)
SFOll,m9.51
0
---~-.----
ccrv TAPE REGISTER
AA'D
ACCEPTABIUTY FORM
Contrac:toc Submittal
Uno
No. Date From To
4th
(/I)
•
""'jed 1'1 .... ________ _
Proj.n No. __________ __
SubboslD Nt)..
T.~N~ _____________ ___
~w ________________ __
Counter Number
CHlMHILL
Review
Unatteptabl.
OK Reason
,
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EXBlBITB
RATE SCHEDULE
L CiUM HIlL Hourly Labor Ra,,"" '" Direct Expo • ..,.
CH2M HilL hourly labor rajes for 1991 shall be as follows:
CITY OF PALO ALTO
CHlM HILL SAN FRANCISCO REGION
19lII RATES"
Rate
Personnel Grade ($ per Hour)
EO 53.75
1 63.75
2 7050
3 7&.25
<I 00.00
5 102.50
6 118.25
7 136.00
Tl 45.75
2 53.00
3 62.75
<I 69.25
S 81.75
Office 41.50
J nese rates are SUOiect tQ cnan e as ()[ J..JeCemoer D .. 1991 g
Direct expenses shall be billed as follow.:
Direct Expenses are those costs in"",-red on or directly for the PROIECf
includmg. but not Ilmited to, necessary ttaDsportation =t, including current
2-B
--:-____ M ... · ... ________ '_ .. ~-, .... __ _
..
,
/
o
rates for CH2M HILL', vehicles; meals and lodging; laboratory tests and
analyses; computer seM':eS; word processing services, telephone, printing..
reproduction charges; all costs associated with outside consultan~
subconsuItants and other outside services and facilities; and other sim.l1ar
costs.. Reimbursement for Direct Expenses \io iJ be on the basis of actua]
charges when furnished by commercial somces and on the basis of current
rates when furnished by CH2M HIlL A service charge of lQ percent will
be added to Direct &pense ..
IL CCIV Inspection Rate,
The cost basis for the CCIV inspection figures set forth in the Fee Schedule shaD
be as foDows:
SIZE
(in)
6-21
5().120
TOTAL
m. CIea.nlng Fees
CClV lNSPECI'ION RATES
TOTAL
FEET
cft)
369,998
82,282
14,104
UNIT
COST
($)
$0.46
0.52
0.95
Cleaning fees for Task 4.1 shaD be calculated as faD"""
CLEANING LDlES (Mainline)
STANDARD MEDWM
6' -21' SO.50/ft S 1.50/ft
24' -48" $I.DO/ft $3.DO/ft
50" -120' S2.OC/ft $6.DOlft
CLEANING FEES (CB Leadline) = SO.501ft
CATCHBASIN CLFANING = SIOO.DO/bour
3-6
COST
($)
5170,199
42,787
13,399
$226,385
HEAVY
$2.DO/ft
$4.DOlft
$8.00/ft
---.--~-. ---------
IV. Field c.-""" F .. 1d R.p ....... tali~ Rates
FJeld crew work shall be charged at Sl25Arew hour for a three-person crew. For
crews with more than three people, the fee will be prorated based on $125/crew
hour for a three-person crew.
Work by the field Representative ,haD be charged af $45/hour_
4-B
~--------------
---,--,,--~ .......
(]f2JI BILL, nc.
6US Chri.Itle AVemJ.1!5I 1500
EaerrrlUe-, CA !J46CB..-IOll6
COMPANIES AFFORDING COVERAGE
~~y B B1r.1nqbu Fire Ins. CotKpany of Pol
JOOUC"f untTNli. J>:)UC;. ~IU. nOIlt
tI"l1! (WlMlQ."f1'] DATI! {M~ u'no
•
aENm .... A,Q(]~fGAn;: ~_~_~<...~
COt.IYERelAl GEJfERA.l UMUTY GL 915 7741 (ALL) 04/01/91 04/(l1/92 ~u.cT~coWPrO"AGG !'_J._~.l~_
"~MJV ~UJlt't ...!..-. ....!l.QOO.OOO
F_.t.C"OCCUJ;~ l.l..C!'OJ_Q:29_
~FlR_ii: -~~~ 1AAr __ ~_~_ !__ 199,~_
c:t.AlJG lIWJi • OCCUJl GL "15 71,0 (n)
S DllnrEJrS .. COtlJRA.C"IOFI'S PROT.
AU1"o.o...e UUIUTT
J. JtN'( .wro
8 • •
:I: AU~AU'TOS
IiCMEDtILEtl ALtrOS
II HAEnAUT08
.~"""'"
GNUoGE UAIIrLITY
Cit,. of Palo .llto
JSO Baa11tOJ1 ""cue
Palo Alto .. Cl 94303
Attn: ~ !'era!
CA 915 8732
we ME ::Il 'JOS (ALL ,
w::: 646 2104: ICA)
OI!01l91
0.&/01/91
lED. E:X!>EtG: •
OClOl(91
e .. c:" OCCUI'lRE,.,.;.s: -----------
"'''''RI:.:iAre -------------
E.>.t;;H "CCIOE~
O(}Ol/92 DISEUE-POt.ICl' UloirT
CfSlOASE-EA:,N e:toi"~OYEE
Prcject Nco. Sf'0489.76. COftI:!uct II cooo1Uon u:sesSIIe!:It to
stem drain SY:!ltea a%IJiI ttl rec~c! reblhUltaUrm,.
inclu&.C! u an lIMJ.t117Pal 1JlSUred 1n accor~ y1th
1,000,000
1,000,000
1,000,000
-;.,. .-
SMOULC ANY OF Ti1E I..I!OVE oeSCRI8!O POlICIES BE CA"ICELLEC BEFORE THE
EXl'!~"l'!OH c...TE THEREOF, Tt'.E !SSU~G OOMplt.N8 'MI.l.
~L ~ CAYS WFlrll-EJoI NOTIC£ TO 'THf CeRTIFICATE MOLDE'" NAMEO TO THE
l.EFT,
---.
. ...
--~------.-
Additional Insured· Owners, Lessees or Contractors (Form 8)
CG 20 10 11-85
INSURED: CB2K HILL, IHC~
PROOUC£R: COImOCJiI':BLH::J::, me,
Name or PItI"fOn Or Organization:
("lU of Palo Alu
250 w..11t<m .l'9'emle
Palo Alto. a '!M303
Policy AmendmE.'11 Generar Liabiltry
~l!!I:ItBo .. S39
Certificate-Bo~ 44iA
POLICY NUMBER
EFFECTIVE OA TEe
SCHEDIAE
GL 915 17411 GL !illS 7740
04/01"1
{tl= NO eNTRY APPEARS ABOVE. INfORM"" noN RECNIRED TO COM'PL£TE THIS ENDORSEMENT Will BE
SHOWN IN THE DECt.ARATIONS AS APPLICABLE TO THIS ENDORSEMENT»
WHO IS AN INSUltED (Section II) is amended to in-. liability arisrng out or row wort for L~al insured by
elude as an fnsured the person or organization ()(' lOr ~ou:.
shown in the Sched~le. but onfy ... ilh rHped to
"q '0 t" 1 riJ'i
o
C. CEIITAIN TIIAt\.fJIS. MOBIU Eav'PMENT
AND TEMPOIIMV suaST'TUTE AUTOS
rt li.ab~hty Cover.age i.s ,O('ov,c!ed by mlS
Coverill,,-Form. U'1. 'orlowrng types of ve
l'11<;:Jes .arl al50 covered -autos" for llml11t\t
CO""""98
L rrallers" W'lttI ill ioad ciilpacjty of 2,000
poonds or less de:si;ned prlmer.lv for travs'
on public roads.
()
3. Anv -auto'· yo .. dO not OiNn while I.Ised
w.tn the permission of Its owner as ..
temporary su!;:lst:ture for a covered "tlutQ
."Ol.i ow,., mat rS o .. t ..,f Sl!rlt'lC' beCause
of jts •. Breakdown.
b. Rl!p.lir,
e. ServIcing;
do "'Lou;-or 2. Mob.re equlpmer1t' whl'e being camed or
to ..... ed by a covered auto -e. Oestruction.
$EcnON II • LIABIL'TV COVERAGE
We wu, ~y In sums an "i".stred"' 1&QaII1y must
pay as darT\ages beciJUs. of ~bodi1'y irlJury"
or -Pf'operty damage" to wl'lIe" this msur.,ce
applies. caysed' by an ~acCldent'" and r.su~il'1g
from m. ownership, m'lIInten.nce or us, of
.. cov ... ~ ",auto."
W. !"lavs the right 6'Id duty to defend .,y
-SUIt"' a$l(ing for these ~.1. HowI'Jer.
WI ~. r'lO d'A)' 10 de f&"Ct .. 5Urts· for ""bodily
i"jl .... ,. 01' 'I>"~ ~" rn>t co"'red by
this CO'J". !=orm. W. l'Ny investigate ... d
sent. "Y claim or ~suir as we consider
appropriate. Our ~ to deflf1d Of' sent,
tnds" when 'the lAbility Coverage limit of
insu-.-.ce hn bun Ixna..rated by pa.,.ment
of jud5Jmants or .. ttf~
~ WHO IS AN INS'.JAED
The fG!1owing .... ~insL.r.ds=-
.. You: fOt'" 6"J coverlt>i:t ~aJto:
b. Anyone 8tH while uSIryg with yOU" ~
IT'listion .. cov .... d ~auto~ you own. "ir, or
borr'ow IlCCept
to The owner Of' iIlVane elM from >Nhom
VOU hir. or borrow .. COVIlr.c:l ~1IJtO. ~
This I)(C~tion doN net APPly if the
covred alto· is .. ·tr.l .... -connected
to .I CQv.-1d ·auto· vou own.
IZ YOI.r ~Ioy" if tt"4 cevred ~arto· is
owned by '"" ~oy" Of' • __
of his Of" her houHhorcl
ca SameOlIil ~ I COv ... .c:I • Mlto· wh1e
1"11 Of" she ia worIc;ing in .I businHI of
selPing, s""';cing. ' ...... lng or pa1<ing
-autos· ~ tt\at t....1inftI is VOSs.
{41 Anyone other tt-..? your ~Ioy .. s,
~s, .. IHSfII Of' borrow.. or ... y
of their errtDio~"., while ~ pr-op-
8I""ty to .:>r from .I cov..-edI "ano.
(SJ A. pa"1rIr of .,.0&1. 'or .. co....-.cf -1Uto" 0_ by """ .,.. '*' .,.. • .....-of
his or hr t'IOuNhOld.
Co ~one .... who i, not o~ .. IlC-
cllJO&d ...... p.aarlPh b. IIbov. I/I'Id il
li.IblI for the conauct of ., ·lns .... ed' but
only to the Ildem: of !hat rlllbility.
2. COVERAGE EXTENS,ONS
.. Supprem.ntat"v Payments In .addition to the
limit of lnsLraroc:e, ........ Win ply for the
-.insured:"
{I) All expenses we Incr.r
{2) Uo to 5250 fOf' cost of baiT bondS
(lncfuding boncts for refated traffIc law
vlo~ion~ required' beCIUSfl of an -accl
denr"' ~ COVlr, W. do not M.ave to
fl,l"'T'li$h these bonds.
(31 The eost of bonds to reluH artich
mer'lU in ~V "suit" we def.-.d. but onfy
for Dond ~s Within OU" Limrt 0 f
1nSU'0I'U
141 AIl reuenabl' Ixpenses inctrred bv tTle
"insured'" at ~ request. inc:lud'ir\g leW
foss of earning ~ to S 1 00 ill day be
C ... " of time of f 'rom wor5c..
(!II All costs tb~ ~ the ~ins..rC" in
Fly • 'sUit" WI defend.
(I) AJ1 interest on the fv$I ~ of ..,.,.
~ !Nt accrue.s ,ft:er entr"y of the
J~ in .,y -suit" WI defend. but
Oil duty to pily rlterllt enOl w'rIet1 WI
havl p.aid. of'ered to Pi.,. ex deposited
in cOU'1 the p.ar1 of the jvdgT1ent tNt is wj~ OU" limrt of nl\rr.e ..
b. Out of Statal Cov"lq8 !1IIt«\Sions.
WhiT ... eo..,...ecI "MO· is WoN.., from thI
state whre it is IicenHd wI wilt
t1) lnCr"oasl the limtt of I,..-.-.ce for Li
ability Cov .. .;. to rT'\Ht the rfl'T11ts
spec:fied b.,. I con"9UIsory or fina'lci.al
r.sponsibirrty IIw of the jU"iscicbon
whrl 1ht covered -«ItO" is bejng uUd.
This extensjon does not apply to h IInlt
or rmits specified by In., taw g.o~
motor ~"I of puMr'lQlrS (X prop
any"
(2) PrO'll. IN rninimu'n ~ WId tvPU
of other cov .. .;e.a. sud'I .. no-fllJt. 'oq..;rod of out of ..... ~CIU bV 1he
..... lsdction wherl !he covered "altO .. is
booing used.
Pogo 2 of 9 COPI"'ight. I,,.,,...,. _. Qff"lce. Ine. 1985 eA IY.) 01 01 87
•
. ,-
J
~ EXHIBIT D r
"-i,;,/
{OIi'L!ANCE REPORT Non-Discrimination ~ :ovisions of 9J10 Alto Contracts
UIPOl!TUT
rhi, l'flport mloi:" t be eo",p,'l.t.d by p,.im.
contrClator and .ClCJz ~~bco"'tl'~cta,._
Compl,t~ all item3 unZ.s8 oth.~i ••
i~.trwct.d_ u.~ ezer~ B~e.t~ if
"'." ••• ICIJ'!I_ SVS/If!',' rJlC"CI6AL OF 'rEIS
REPORT DIRECTLI TO,
Dire~to~ of Purchasl~~ S~rVtees
Civic Center ~
2.50 ff.lmi I ton Avenue
Pale Alte, California ~~3~1
Circle ODe:
Part Complete the followin&:
1. Full naMe &ild address of firDI
ProjectStorm Drain Condition Assess-
ment -
Haae of fiT. CH2H HILL California, In<
6425 Christie Ave, Emeryviile, CA _______________ 94M8
Tel'l'hone 415/652-2426:-. ___ _
Name of person p~epaTi~r ferm. or
person to contact.
_p~a~u~1~a~G~.~B~1~.~c~k~w~e~1~1 ___ _!E~x~t." __ ._2_0_7)
Sut1<.ont .act or
or other rep~.tini ~r.it covered --
by this T~p~:t. CH2M HlLL California,I~Dc.
2. Name and &dci~c~s of pTincip~l
official or ro~'laier.
3. Name and add res! of principal
office of co~par.y.
~. Name and add~ess of parent
company ii an affiliated
corporation.
Bill Dehn
6425 Christie Ave
Emeryville, CA 94608
_ CH2H HILL California, Inc ..
6425 Christie Av~
Emeryville, CA 94608
-. CH2M HILL Inc.
6060 S. willow Drive
Greenwood village, CO
80111-5112
s. Na~c and addres~ of p~i.e
contractor (complete only if ~
this is • subcontractor'S
report.
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6. Sianature and titl~ of .uthora
ited representative.
Date:
Part II
l~ Attach a statement. of your company's policy on equal" emplo),mer.t
opportunity ~o all persons without re-,ard to ra~e. cTee~1 color.
national 'Ori,in. ot' ancestry. and desc.Tibe 'What steps have b~en
taken to put. this policy into effect~
PaTt III Circle the proper answer
1. e No
z. e No
.J. e No
5.8 No
Have you informe4 company officials and representatives
reJardine the non .. cHscrimination provisions of Cit)' of
Palo Alto Contr.~ts!
Have you examined your company's Fractices reeaTding assig;-'"
ments, layoffs or transfers of your ~~ployees fTom cne job
to another fOT evidence of a practice or employment pattcrr.
that ai,ht appear to be discri~inatoyy and based ~poo race.
religion or national origin! Are they non~discriminatori?
Ik:I Y01.1 have educi:tional OT training programs sponsore~ cr
financed fer the benefit of employees or pros~ective
employees?
100' eligible
a. How ~any people p&rti~ipatt in these program5~
b. varies How liany are Ilinorities?
Does your help wanted advertiSing state that you are an
equal opportunity employer?
ATe any apprentices obtained from sources outside the
employerts work force? ]f yes.·have you ciTc~lated infcrnl
ation about apprenticeship openines or opport~nities to
the follo .... ·ine?
<8 No
@ No YeSe e No
State Employment O£fi~es
~ewspapers cr otber .e~ia
High Schools. inCluding those in llinority ~rcllr
areas.
Local trade or vocational schools. includjn~ thc~r
~ith minority .ro~p stu~ents.
.... @ No
aTt IV rue
rue
Aaen'ies &n4/oT ~TI&nil.tion speciali1inl in ainority
employment.
federal or State Apprenticeship represent,tives.
Who~! __________________________ _
OtheT~s __________________________ _
tf you are a prime contractor. have all ~ubcontractols
covereo by these compliance inspection reports be.en instructed
.
.5 to ~heir contractual oblilatiGns relatinl to th~ non~
di5cri.ination provisions of City of PlIo Alto Contracts?
Explaia: IeS copy of all relgted informatigD has hggn fgrwarded
to sYbcontractor •
Have all recruitment sources been advi5ed that all qualified
&pplic.n~5 vill receive c~n3ider.tion for employ~~nt vithout
re,ard to race, ~olorJ cretd or natio~al oTigin?
Identify (naaes and addresses) the emplor=ent a,eneies,
personnel recnaitaent orcanizations. n.ewsFaper .d\~ertisin&
or other non-union SOurcel froD which the coapany reeuits
its personnel.
Sgg attached.
Have you a collective baTI.inin, alreement with a labor union
or otber oTeanil.tiOD!
If ye ••• pecify the Unio~{.) OT oTlani.atiou(»
Have you advised the labor union and/or worker ore_niz.t
ion of the company's Tesponsibility undeT the non~4i$~riminat
ion provisions of City contracts?
, I -'--n.'
•
3. __ ,
4. Yes No
s. Ye. No
6.
7.
-~:;
'~;:-?'"
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•. 1-.
o
App-roz.alltely what peTc:entag;e-of your emrloyces con:r: J
by 'LIDion .Ire_ent.. are reffTred by Or b i. rei.! throu;':~J .. I"
unions!
Explain ,rocedu~~ for hirin~ b'lance, ______________ __
N/~_
Does the co.pany' 50 collec.til'e toar,aining. agreeTuont II r
Qther coa~~act or und~r5t.ndin& vith • l~bor union '~r
unions) or other worker's oraanilaticn include 3 rra~lSI' n
fOT non·4iscrtainltion ift emplcy.ent? N/A
Is there any l.bor union or vorker's orrani:~ti~D palle:
which prevents yo .... from fulfillina: your obll.~atjO!'l~ l!r.Jl.'T
the non-disc:rillination provisions of (ity cortr.lets? I r
SO~ specify. N/.
Specify t.he trade(s) Dr craft{s) invoh'E'd 1I'J thi.o; ~Qn.tT:Jct.
Use this space for ~omment on r.nr .n~"·eT!'o y .... r. h,1\:e ";'Hr;-:.j ICJ.
N/A
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LIST or ORGANIZATIONAl. CONTACTS
1. orlando Moreno
Society of Hispanic Professional Engineers
Bay Area Chapter
.42 Lyon Street
San Francisco, CA 94117
2. rhe Northern California council
of Black Profess lona 1 Enq i neers
P.O. Box 1686
Oakland, CA 94604
3. Society of Women Engineers
160 Sansome street
san Francisco, CA 94111
... Chinese-American Institute.
of Engineers and SCientist
370 15th Avenue
San Francisco I CA 94118
5. Asian American Architects and Engineers
1670 Pine street
san Francisco, CA 94109
6. Evelyn Lewis Ramsey
Employment Development Department
343 22nd Street
Richmond, CA 94801-3305
? • Bay Area urban League
3350 Adeline street
Berkeley, CA 94703
8. Marcia Ortiz
Job Developer
center for Independent Living
2539 Telegraph Avenue
Berkeley, CA 94704
9. Gloria Rothenberg
Emeryville Chamber of COmmerce
Job Hotline Program
P.O. Box 8126
Emeryville, CA 94662
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IAClJ-.t. lIAKEUP OF IIP('lRTI~ UNIT
o ~TE:
•
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May 7, 1991
" ~ N8" of Fir. CH2M HILL California, Inc .. Sl.Ib'lllLttll!d by _____ _
Pro Il'C't NI.' _________________ _
Contract , ______________________ (Indicate onl, fQt m~~t~11 ~epDrt. Ne. 3)
Tbh form is ule~ for all elitee-. {Chedq
( ) -2-f5ti~ted makeup for ellt. proje~t.
( ) .j_ 'P-IMHhly .rpo'rt for _______________ 19'_4 S ... bmlt once peT IftOnth for dUr:'![l"~~ of
1-PerN"rnt. 3-Monthl, only.
Be ,;urc til lnc-lnde ill enq:tloyees in [ir5t column, not JUIt minorities. Nos. 1 and
a:,-re:;,uired to be filled 111 and lublll1tte:d vi th . Compliance J.eport.
JO!oi CATEGORlr.S
Kina eo_nt
total all
e 10 ee.
12)
female:
1 J
Blaek
1 2 1
Asian
N:u!:.riC8C
1 2 )
A:r.ericaa
Indian
1 2 J
S?l!nl.~r~
S'Jrnil-lI:d
I , J
!p~r~o~f.~.~.~I~.~ .. ~1.~ ___ -+~~_+-~~5~5L+_~_+-~~~_-f~4-_+-~~-+_~--+2--"-~
Clerical-Office: 49 43
rleld 5'U ervisol' 2
Ski lled .. list
•• GRAPHICS
b_ENGR. TECH
<.SURVEYORS
6
1
3
3
-;---.
4. __________ --+~~+__~~~+-~_+~~+__~_+~~+__~~~----~
•. ------------~+__t-1t-~~--+-~~--+_4__+--~+__+--~-~~~
b.----------t--I-+--H--I-+-+-+-t-+-+-4--!-+-+-'----------i
d.-----------+-+~--~~-+-1--!-+_~~--4--~+--~~--~~ ~T~OT~A~L~GF~.~.~OV~E ____ -L2~5~ __ J-__ ~1~2~ __ ~~~3~4~ __ ~~~3~L_~ __ ~ __ L_ ___ ~~~
Th~ data belo~ 5~ould allo be iftetuded i~ the. ro rl.t~ cate ories above.
0" Job
Tuh~inl.
•. White Collir
11. p["nliuc t ion
ThLs report l!IU!ir_ be cOft'l'Plu.ed 1IJ contl'lctor and each Jubcoatractor.
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tb~ t~~m ~S~~nish Su[named~ lnclu4es all perl~n. of Me~lc.a. Puerto .Lean, C~ben. L~t1n
~ric.Q ~r Spanish or1g1a~
ll'pon Clnly if'1I'.plt1yus enrolled in IOT1ll&l oQat"e-job nalnln, P'l"0l,UN.
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POUCY
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~~ACTIONPROG~
CH2M HllL AFFIRMATIVE ACTION POLICY
SAN FRANCISCO REGIONAL OFFlCES
0i2M Hill's PrC5ident, Lyle Hassebroek, has established the finn's policy on
affirmative action as foD",",:
CH2M Hill practice. equal opportunity employment. In this regard, re
cruitment, hiring, advancements, transfers, training, compensation, benefits,
and other employee relationships are carried out regardless of race; creed;
sex; color; religion; bandIcap; national origin; or disabled or Y->etnam yeter
ao status; aneestty; pregnancy, cluldbirth, or related medical condition; mari
ta! status; me;!jcaJ condition (cancer related), age 40 O!" over.
Whlle the spirit of equal opportunity employment has been 8n integral part
of the finn', operations, we recognize that specifiC measures and measurable
goals are nc<esSaI)' to realize staff composition reflective of American s0ci
ety. Therefore, we bave designed and are implementing specific steps to
overcome staff imbalances found within our organization.
Our task is made difficult because of the 18ck of substantial numbers of mi·
norities, women, and handicapped indrJiduals presently available in employ
ment categories that predominate within our organization. We bave devel
oped several methods for arriving at 0", desired goa~ these include inte,"al
training and upgrading, intensified recruitment, support to emma! training
institutions., and development of special rela tionshi ps with pertinent organiza
tions... These approaches not oruy provide us with an opportunity to assist in
increasing future numbers of employees minorities, women, and handicapped
people, but also to identify those presently "'ll~able and assist in minority
business development.
0i2M Hill's Human Resources Director, Mr. Fred Berry, has been
designated as compliance officer for the ftrm. He is responsible for the
program design. mOnitoring, implementation, and communication. He
reports directly to the President on a frequent basis and 10 the Board of
Directors annuaJ/y on program progress. Mr. Willie T. Loud bas been
assigned 8S the Affirmative Action Officer for direct program development
and implementation.
The San Francisco Regional Office adopts and will actively pursue the estab
lished Affirmative Action policy of the , ..... Ms. Paula Blackwen is designat·
ed the Compliance Officer for the San Franci= R<gional Offoce and will be
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Communication. Although Ms. Blad("~eU has the primary responsibility for
enforcing this pobcy, it will be ne<e<sary fOf aD employees to assist in this
effort for maximum effectiveness. A successful program is a business.
necessity and, mo<e importantly, ncee<sary foe preseot and future employees
to realize their maximum individual potential.
.-~
William T. Oehn
Regional Manager
Date I I
2
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