03-1202_NINYO AND MOORE_E9 Agenda Report 12/2/2003
E9
AGENDA ITEM
TO: Pamela Gibson, Interim City Manager
FROM: Amy Amirani Public Works Director
SUBJECT: Consideration of License Agreements and Personal Services Agreement
for the South Open Space Landslide (Margaret J. Rozbicka) (Oakhurst
Development Corporation) (Ninyo and Moore)
RECOMMENDATION:
1. By Motion,
A. Approve the License Agreements with Margaret J. Rozbicka and Oakhurst
Development Corporation for remedial grading, and geotechnical and
ground surface monitoring; and,
B. Authorize the Mayor to sign the License Agreements; and,
C. Authorize the Mayor to sign the Personal Services Agreement with Ninyo
and Moore; and,
D. Appropriate $106,688 from the General Fund Reserve to cover the costs
for the South Open Space Landslide.
SITUATION:
As part of the South Open Space Landslide repairs, minor remedial grading, as-graded
topographic surveys, and geotechnical and ground surface monitoring are required on
private properties belonging to Margaret J. Rozbicka (Rozbicka) and the Oakhurst
Development Corporation (Oakhurst). The recommended license agreements with
Rozbicka and Oakhurst (Attachments 1 and 2) and the Personal Services Agreement
with Ninyo and Moore (Attachment 3) for engineering services allow completion of this
work.
COMMISSION/BOARD REVIEW AND RECOMMENDATIONS:
Not applicable.
FOR CITY COUNCIL AGENDAI. K
Agenda Item December 2, 2003
Page 2
FINANCIAL CONSIDERATIONS:
An appropriation of $106,688 will be required to complete the minor remedial grading,
as-graded topographic surveys, and geotechnical and ground surface monitoring on the
Rozbicka and Oakhurst properties. There are sufficient funds in the General Fund
Reserve to appropriate $106,688 to account number 01-62419-4452 to cover all the
costs associated with the South Open Space Landslide.
NOTIFICATION:
Margaret J. Rozbicka
Oakhurst Development Corporation
Ninyo and Moore
ALTERNATE ACTIONS:
1. By Motion,
A. Approve the License Agreements with Margaret J. Rozbicka and Oakhurst
Development Corporation for remedial grading, and geotechnical and
ground surface monitoring; and,
B. Authorize the Mayor to sign the License Agreements; and,
C. Authorize the Mayor to sign the Personal Services Agreement with Ninyo
and Moore; and,
D. Appropriate $106,688 from the General Fund Reserve to cover the costs
for the South Open Space Landslide.
2. Request additional information from staff.
Agenda Item December 2, 2003
Page 3
RECOMMENDATION:
1. By Motion,
A. Approve the License Agreements with Margaret J. Rozbicka and Oakhurst
Development Corporation for remedial grading, and geotechnical and
ground surface monitoring; and,
B. Authorize the Mayor to sign the License Agreements; and,
C. Authorize the Mayor to sign the Personal Services Agreement with Ninyo
and Moore; and,
D. Appropriate $106,688 from the General Fund Reserve to cover the costs
for the South Open Space Landslide.
Respectfully submitted, Prepared by,
Mme -
Amy mirani Pete ad
Public Works Director Asgoci En 'neer
AA/PS:mp
Attachments: 1. License Agreement (Margaret J. Rozbicka)
2. License Agreement (Oakhurst Development Corporation)
3. Personal Services Agreement (Ninyo and Moore)
RECORDING REQUESTED BY: rr�� 22 U p 2 E_
S
City of San Juan Capistrano p r C E �I I
32400 Paseo Adelanto
San Juan Capistrano, CA 92675 V 1 2003 I
AND WHEN RECORDED, MAIL TO:
PUBLIC WORKS
Margaret R. Monahan, City Clerk
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
This Space for Recorder's Use Only
LICENSE AGREEMENT
This LICENSE AGREEMENT is made this Aday of Vpyelnb(ZC , 2003
by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as
"Licensee" and Margaret J. Rozbicka, hereinafter referred to as "Licensor".
Licensee and Licensor mutually resolve as follows:
1. Grant of License.
Licensor hereby grants to Licensee a license right to use a portion of the vacant
lot described as Lot 10 Tract 11781 located in the City of San Clemente, and as shown
on a site plan on Figure 1 of Exhibit "A" attached hereto, for the purpose of remedial
grading and geotechnical slope monitoring described in Exhibit "A" attached hereto.
Licensor will place the improvements under the direction of the Licensee's Director of
Public Works or her assigner.
This Agreement shall not prohibit Licensor to develop said lot.
2. Hold Harmless.
Licensee agrees to defend, indemnify, and hold harmless Licensor from any
claim, cost, expense or liability arising directly out of Licensee's remedial grading and
geotechnical slope monitoring under the terms of this agreement.
ATTACHMENT
3. Responsibility of Licensee to Maintain. Repair. Remove andlor Relocate
Private Improvements.
Licensee has requested and the Licensor by execution of this Agreement allows
the Licensee, at Licensee's sole expense, to conduct remedial grading and
geotechnical slope monitoring.
Licensee further acknowledges if, during the course of construction and/or
maintenance of the private improvements by the Licensee, any of the facility owners'
equipment is damaged, the cost to repair and/or replace said equipment shall be borne
by the Licensee.
4. Successors in Interest.
The License Agreement shall inure to and be binding on the heirs, successors in
interest, executors, administrators, and assignees of the Licensee.
5. Term.
This License Agreement shall remain in full force and effect until such time that it
is mutually rescinded by both parties.
DATED this 25jday of wt ATX- , 2003, at Seer Jeair�'a�plstrzmol3ceo. �
LICENSOR CITY OF SAN JUAN CAPISTRANO
By " By:
MARG6AET J OZBICKA
(Attach Notary Acknowledgment) APPROVED AS TO FORM:
SITATrAMC IM191 TE
[)ATE,�Ll10TARY IN(TNI�J�
JOHN SHAW, CITY ATTORNEY
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
r
State of California
Orange
ss.
I County of
I I
r L (,'J K. Maletic, Nota Public
On Nr�lo..u_h ru 1 I ]0 ` before me, Notary
Date NnTe a„d Tae of Oawr(e.p.,'Jann Doe.Nosy Pudk')
personally appeared
9>
Attached document(g)wear(q'j La proved to me on the basis of satisfactory
Notary's embossment _/ evidence
to be the person( whose name(gj is/al;4'
..- - - subscribed to the. withi5 instrument and
K.w,LETIC acknowledged to me that Wshetthp�executed
Commission S 1332749 the same in 0/her/tt)afr authorized
Notary Public-California
orange County - capacity(i¢�), and that by hid/her/th�r
%MyCcmm.EVh*Dac25,2005 signature on the instrument the personw, or
the entity upon behalf of which the person(pa
acted, executed the instrument.
I
WITNESS my hand and official seal.
Placa Ndary Seel Abtrve SgneMe d Notary Pubk
OPTIONAL
Though the information below is not required by law,it may prove valuable to persons relying on the document
I: and could prevent fraudulent removal and reattachment of this toren to another document.
Description of Attached Document
I Title or Type of Document: i Gosh Cr' SGS I'�_ �✓tnF rl�"
I T
Document Date:1 16-evn Lec C 0--3 Number of Pages:
I. Signer(s) Other Than Named Above:4'.< }Ve' ) Gj t"t� or) !E;a✓I
I
Capacity(les) Claimed by SigQne'Tr 7
Signer's Name: f T)C (Yh(,1 T II n� h i L,L/
11 J�, Individual ' ,T pol thurrich^
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13Corporate Officer-Title(s): /f
❑ Partner-❑Limited CDGeneral
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❑ Trustee
Zl Guardian or Conservator
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I� Signer Is Representing: L.-%C?
01997 Nalbnal Notary Aaw• tion•9359 D.Sdo Ava..PO,Bon 2W2•Chata b.CA 9531}2D 2 ProO.No.5907 Reoroe,'.CBA Td F.1.8 a 7e 7
/V®a�f®& ore
Geosecnnical and Emmnmenral Saencu Consumanm
September 4,2003
Project No, 202531001
Mr.Ed Richards
Haight, Brown, &Bonesteel
5 Hutton Center Drive, Suite 900
Santa Ana, California 92707
Subject: Proposed Scope of Work
Remedial Grading and Slope Monitoring
Tract No. 11781, Lots 10, 11 and 28
San Clemente, California
Dear Mr. Richards:
In accordance with your request, we have prepared a Scope of Work relative to the proposed re-
medial grading and slope monitoring that was discussed during our meeting on August 28, 2003.
The scope of work presented herein consists of remedial grading to improve surface drainage at
the northwest comer of Lot 10 and to fill existing ground fissures/cracks, and installation and
monitoring of instrumentation for future slope movement (Figure 1). The recommended scope of
work consists of the following:
Remedial Grading:
1) Perform remedial grading of the existing surface depression at the northwest comer of
Lot 10 to reduce the amount of surface water entering the subsurface soils. The surficial
grading should be performed in a manner that will promote positive surface drainage
away from the low area into the existing drainage channel that extends to the southwest.
The grading is anticipated to involve cuts and fills on the order of 12 inches deep. The
approximate area of the grading is shown on the attached Figure 2. It is anticipated that
this work will involve only Lot 10.
2) Perform remedial grading to fill ground fissures/cracks to reduce the amount of surface
water from entering the subsurface soils. The grading is anticipated to involve surficial
scraping of the soil and pushing material into the fissures/cracks and track-wall=ing or
wheel-rolling the surface. The approximate locations of the ground fissures/cracks to be
filled are depicted on Figure 2. We also recommend that during the remedial grading the
site be observed for additional ground fissures/cracks. Any additional ground fis-
475 GOdcarct • Sute 200 = Irvine, California 9261 e - Phone(949)753-7070 - Fa;X949)753-7071
Phoenix - Irvine - San Dieco - Los Angeles - Oakland - Las Veoas • Sal[Lake City - Ontario
Haight, Brown&Bonesteel September 4, 2003
Tract No. 11781, Lots 10, 11 and 28,San Clemente Project No. 202531001
sures/cracks observed should also be filled. It is anticipated that this work will involve
Lots 10, 11 and 28.
Slope Monitorin;:
1) Installation of two inclinometer casings and performance of periodic inclinometer read-
ings to evaluate future ground movement, if any. The inclinometer casings will be drilled
to depths of approximately 120 feet utilizing a conventional truck-mounted drill rig. It is
anticipated that two days will be needed to install the inclinometer casings. The proposed
inclinometer casings will be installed at the approximate locations shown on Figure 3.
Since the proposed inclinometer locations are not accessible with a truck-mounted drill
rig, a bulldozer may be required to construct a temporary road to access the drilling loca-
tions. The proposed locations of the access roads are shown on Figure 3. It is anticipated
that inclinometer readings will be performed on a monthly basis. Each inclinometer read-
ing will take approximately two hours to perform in the field. Data obtained from the
inclinometer readings will be analyzed and reported. It is anticipated that this work will
involve only Lot 10.
2) Periodic readings of two existing inclinometer casings previously installed.by Leighton
and Associates in 1998 assuming the inclinometer casings are accessible and still func-
tional. The readings will be performed to supplement the data obtained from the
inclinometer readings described above. The approximate locations of existing inclinome-
ter casings, GH-1 and GH-2, are depicted on Figure 3. It is anticipated that inclinometer
readings will be performed on a monthly basis. Each inclinometer reading will take ap-
proximately two hours to perform in the field. Data obtained from the inclinometer
readings will be analyzed and reported. It is anticipated that this work will involve only
Lot 10.
3) Installation of approximately six surface monuments to monitor future surface movement,
if any. The surface monuments will consist of rods driven into the ground at the approxi-
mate locations shown on the attached Figure 3. The surface monuments will be installed
at the approximate locations indicated on Figure.3. It is anticipated that the monuments
will be surveyed on a monthly basis by a licensed surveyor with each survey taking ap-
proximately one day to perform. The survey data obtained from the field will be analyzed
and reported. It is anticipated that this work will involve Lots 10 and 28.
^ssvium:
2 /n � �
-'Haight, Brown &Bonesteel September 4, 2003
Tract No. 11781, Lots 10, 11 and 28, San Clemente Project No. 202531001
We appreciate the opportunity to submit this scope of work. If you have any questions, please
contact the undersigned.
Respectfully submitted,
NINYO &MOORE
r
Scott M. Jo son, C.E.G. AvramNinyo, GE.
Senior Geologist Principal Engineer
SMJ/CAP/AN/mll
Attachments: Figure 1 — Site Location Map
Figure 2—Remedial Grading Plan
Figure 3 — Slope Monitoring Plan
Distribution: (2) Addressee
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.REFERENCE: 20D0 THOMAS GUIDE FOR LOS ANGELES/ORANGE COUMIES, STREET GUIDE ANDDIRECTOR7 `
��--� 0 2400 4800
NORTH
APPROXIMATE SCALE IN F=
SITE LOCATION MAP
pyi)7 & REMEDIALGRADING &SLOPMDNMONITORINGTRACRACT No. 11767, LOTS 70, 77 &28
SAN CLEMENTE, CALIFORNIA
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PROJECT NC. DATE FIGURE
202531001 g/pp03 1 I
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t'i / 1 1 .11781, a
LICENSE AGREEMENT
This LICENSE AGREEMENT is made this day of , 2003
by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as
"Licensee" and Oakhurst Development Corporation, hereinafter referred to as
"Licensor".
Licensee and Licensor mutually resolve as follows:
1. Grant of License.
Licensor hereby grants to Licensee a license right to use a portion of the vacant
lot described as Lot 28 Tract 11781 located in the City of San Clemente, and as shown
on a site plan on Figure 1 of Exhibit "A" attached hereto, for the purpose of remedial
grading and geotechnical slope monitoring described in Exhibit "A" attached hereto,
Licensor will place the improvements under the direction of the Licensee's Director of
Public Works or her assigner.
This Agreement shall not prohibit Licensor to develop said lot.
2. Hold Harmless.
Licensee agrees to defend, indemnify, and hold harmless Licensor from any
claim, cost, expense or liability arising directly out of Licensee's remedial grading and
geotechnical slope monitoring under the terms of this agreement.
3. Responsibility of Licensee to Maintain. Repair Remove and/or Relocate
Private Improvements.
Licensee has requested and the Licensor by execution of this Agreement allows
the Licensee, at Licensee's sole expense, to conduct remedial grading and
geotechnical slope monitoring.
Licensee further acknowledges if, during the course of construction and/or
maintenance of the private improvements by the Licensee, any of the facility owners'
equipment is damaged, the cost to repair and/or replace said equipment shall be bome
by the Licensee.
ATTACHMENT 2
4. Successors in Interest.
The License Agreement shall inure to and be binding on the heirs, successors in
interest, executors, administrators, and assignees of the Licensee.
5. Term.
This Agreement shall commence on the effective date of this Agreement and
shall remain in full force and effect for 365 consecutive calendar days from the effective
date of this Agreement.
DATED this f�/— day of 2003, at San Juan Capistrano.
LICENSOR CITY OF SAN JUAN CAPISTRANO
2 By: By:
Oakhurst Development Corporation
(Attach Notary Acknowledgment) APPROVED AS TO FORM:
9 >�-�
JO SHAW, CITY ATTORNEY
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNI -�-� �/
on UN��I L
On �Ibefore me
a N otary Public in and for said County and State, personally appeared
❑ personal) own to me-OR-'proved to me
on the basis of satisfactory evidence to yqh�persons)whose names is/ bscribed to the within
instrument and acknowl d to meth he a/they executed the same I hi r/their authorized
capacity(ies), and th his/ r/their signature(s) on the instrument the person(s), or the entity upon behalf of
which the persons) act cuted the instrument.
WITNES yhanand ci s
�. DANA PELTIER ;
V COMM.01248140
NOTARY PUaLIC-CALIFORNIA L)
ORANGE COUNTY
COMM.EXP.DEC.20,20M
Affix Notary Seal Here
********************OPTIONAL********************
Though the data below is not required by law, it may prove valuable to persons relying on the document and could
prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
❑ Ift01VIDUAL
L�}'/CORPORATE
Title(s) Title or type of docume
❑ Partner(s) ❑ Limited 2__
❑ General
❑ Attorney-In-Fact Number of Pages
❑ Trustee(s) I (I?4 I 0 3
❑ Guardian/Conservator
Date of Document
❑ Other: p
�C
Signer(s) other then named above
Signer is representing:
Name of person(s)or entity(ies)
Gmechnical and Emmonmenial Sciences Corawlran¢
September 4, 2003
Project No. 202531001
Mr.Ed Richards
Haight,Brown, &Bonesteel
5 Hutton Center Drive, Suite 900
Santa Ana, California 92707
Subject: Proposed Scope of Work
Remedial Grading and Slope Monitoring
Tract No. 11781, Lots 10, 11 and 28
San Clemente, California
Dear Mr. Richards:
In accordance with your request, we have prepared a Scope of Work relative to the proposed re-
medial grading and slope monitoring that was discussed during our meeting on August 28, 2003.
The scope of work presented herein consists of remedial grading to improve surface drainage at
the northwest comer of Lot 10 and to fill existing ground fissures/cracks, and installation and
monitoring of instrumentation for future slope movement (Figzure 1). The recommended scope of
work consists of the following:
Remedial Grading:
1) Perform remedial grading of the existing surface depression at the northwest comer of
Lot 10 to reduce the amount of surface water entering the subsurface soils. The surficial
grading should be performed in a manner that will promote positive surface drainage
away from the low area into the existing drainage channel that extends to the southwest.
The grading is anticipated to involve cuts and fills on the order of 12 inches deep. The
approximate area of the grading is shown on the attached Figure 2. It is anticipated that
this work will involve only Lot 10.
2) Perform remedial grading to fill ground fissures/cracks to reduce the amount of surface
water from entering the subsurface soils. The grading is anticipated to involve surficial
scraping of the soil and pushing material into the.fissures/cracks and track-walking or
wheel-rolling the surface. The approximate locations of the ground frssuresicracks to be
filled are depicted on Figure 2. We also recommend that during the remedial grading the
site be observed for additional ground fissures/cracks. Any additional ground fis-
IBI] "h"
475 Goddzrd . Suite 200 - Irvine, California 92616 - Phone(949)753-7070 ^ Fax 1949) 753-7071
Phoenix • irvine . San Diego ° Los Angeles • Oakland ^ Las Veces - Sal:Lake City ^ Ontario
Haight, Brown &Bonesteel September 4, 2003
Tract No. 11781, Lots 10, 11 and 28, San Clemente Project No. 202531001
sures/cracks observed should also be filled. It is anticipated that this work will involve
Lots 10, 11 and 28.
Slope Monitoring:
1) Installation of two inclinometer casings and performance of periodic inclinometer read-
ings to evaluate future ground movement, if any. The inclinometer casings will be drilled
to depths of approximately 120 feet utilizing a conventional truck-mounted drill rig. It is
anticipated that two days will be needed to install the inclinometer casings. The proposed
inclinometer casings will be installed at the approximate locations shown on Figure 3.
Since the proposed inclinometer locations are not accessible with a truck-mounted drill
rig, a bulldozer may be required to construct a temporary road to access the drilling loca-
tions. The proposed locations of the access roads are shown on Figure 3. It is anticipated
that inclinometer readings will be performed on a monthly basis. Each inclinometer read-
ing will take approximately two hours to perform in the field. Data obtained from the
inclinometer readings will be analyzed and reported. It is anticipated that this work will
involve only Lot 10.
2) Periodic readings of two existing inclinometer casings previously installed by Leighton
and Associates in 1998 assuming the inclinometer casings are accessible and still fuuc-
tional. The readings will be performed to supplement the data obtained from the
inclinometer readings described above. The approximate locations of existing inclinome-
ter casings, GH-1 and GH-2, are depicted on Figure 3. It is anticipated that inclinometer
readings will be performed on a monthly basis. Each inclinometer reading will take ap-
proximately two hours to perform in the field. Data obtained from the inclinometer
readings will be analyzed and reported. It is anticipated that this work will involve only
Lot 10.
3) Installation of approximately six surface monuments to monitor future surface movement,
if any. The surface monuments will consist of rods driven into the ground at the approxi-
mate locations shown on the attached Figure 3. The surface monuments will be installed
at the approximate locations indicated on Figure.3. It is anticipated that the monuments
will be surveyed on a monthly basis by a licensed surveyor with each survey taking ap-
proximately one day to perform. The survey data obtained from the field will be analyzed
and reported. It is anticipated that this work will involve Lots 10 and 28.
253 1-1 2
'Haight, Brown &Bonesteel September 4, 2003
Tract No. 11781, Lots 10, 11 and 28, San Clemente Project No. 202531001
We appreciate the opportunity to submit this scope of work. If you have any questions, please
contact the undersigned.
Respectfully submitted,
NWYO & MOORE
i
ScottM. Jollnson, C.E.G Avram Ninyo, GE.
Senior Geologist Principal Engineer
SMJ/CAP/AN/roll
Attachments: Figure 1 —Site Location Map
Figure 2—Remedial Grading Plan
Figure 3 —Slope Monitoring Plan
Distribution: (2) Addressee
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Q0 2400 4800
NORTH APPROXIMATE SCALE IN FEET
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i REMEDIAL GRADING &SLOPE MDNITORING
a ■i�,��� ®O�®_ I TRACT t LOTS 10,11 A 26
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N
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PROJECT NO. DATE FIGURE
202531001 9/2003
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t / 1
PERSONAL SERVICES AGREEMENT
THIS AGREEMENT is made and entered into this day of
2003, by and between the City of San Juan Capistrano (hereinafter
referred to as the "City") and NINYO AND MOORE, (hereinafter referred to as
"Consultant").
RECITALS:
WHEREAS, City desires to retain the services of Consultant regarding the City's
proposal to provide geotechnical engineering services for the South Open Space
Landslide; and
WHEREAS, Consultant is qualified by virtue of experience, training, education
and expertise to accomplish such services.
NOW, THEREFORE, City and Consultant mutually agree as follows:
Section 1. Scope of Work.
The scope of work to be performed by Consultant shall consist of those tasks as
set forth in Exhibit 'A" attached and incorporated herein by reference.
Consultant warrants that all of its services shall be performed in a competent,
professional and satisfactory manner and in accordance with the prevalent standards of
its profession.
Section 2. Term.
This Agreement shall commence on the effective date of this Agreement and
services required hereunder shall be completed by no later than February 2, 2004.
Section 3. Compensation.
3.1 Amount.
Total compensation for the scope of services for this Project shall not exceed
Forty-nine thousand two hundred three dollars ($49.2931, as set forth in Exhibit "A,"
attached and incorporated herein by reference.
1
ATTACHMENT
3.2 Rate Schedule.
The services shall be billed to the City at the hourly rate set forth in Exhibit "A,"
attached and incorporated herein by reference. Included within the compensation are
all the Consultant's ordinary office and overhead expenses incurred by it, its agents and
employees, including meetings with the City representatives and incidental costs to
perform the stipulated services. Submittals shall be in accordance with Consultant's
proposal.
3.3 Method of Payment.
Consultant shall submit monthly invoices based on total services, which have
been satisfactorily completed and specifying a percentage of projected completion for
approval by the City. The City will pay monthly progress payments based on approved
invoices in accordance with this Section.
For extra work not part of this Agreement, a written authorization from City is
required prior to Consultant undertaking any extra work.
3.4 Records of Expenses.
Consultant shall keep complete and accurate records of all costs and expenses
incidental to services covered by this Agreement. These records will be made available
at reasonable times to City.
Section 4. Independent Contractor.
It is agreed that Consultant shall act and be an independent contractor and not
an agent or employee of City, and shall obtain no rights to any benefits which accrue to
City's employees.
Section 5. Limitations Upon Subcontractina and Assignment.
2
0 •
The experience, knowledge, capability and reputation of Consultant, its principals
and employees were a substantial inducement for City to enter into this Agreement.
Consultant shall not contract with any other entity to perform the services required
without written approval of the City. This Agreement may not be assigned, voluntarily or
by operation of law, without the prior written approval of the City. If Consultant is
permitted to subcontract any part of this Agreement by City, Consultant shall be
responsible to City for the acts and omissions of its subcontractor as it is for persons
directly employed. Nothing contained in this Agreement shall create any contractual
relationships between any subcontractor and City. All persons engaged in the work will
be considered employees of Consultant. City will deal directly with and will make all
payments to Consultant.
Section 6. Changes to Scope of Work.
In the event of a change in the Scope of Work provided for in the contract
documents as requested by the City, the Parties hereto shall execute an addendum to
this Agreement setting forth with particularity all terms of the new agreement, including
but not limited to any additional Consultant's fees.
Section 7. Familiarity with Work and Construction Site.
By executing this Agreement, Consultant warrants that: (1) it has investigated
the work to be performed; (2) it has investigated the proposed construction site,
including the location of all utilities, and is aware of all conditions there; and (3) it
understands the facilities, difficulties and restrictions of the work under this Agreement.
Should Consultant discover any latent or unknown conditions materially differing from
those inherent in the work or as represented by City, it shall immediately inform City of
this and shall not proceed with further work under this Agreement until written
instructions are received from the City.
Section 8. Time of Essence.
Time is of the essence in the performance of this Agreement.
Section 9. Compliance with Law.
Consultant shall comply with all applicable laws, ordinances, codes and
regulations of federal, state and local government.
Section 10. Conflicts of Interest.
3
Consultant covenants that it presently has no interest and shall not acquire any
interest, direct or indirect, which would conflict in any manner or degree with the
performance of the services contemplated by this Agreement. No person having such
interest shall be employed by or associated with Consultant.
Section 11. Copies of Work Product.
At the completion of the contract period, Consultant shall have delivered to City
at least one (1) copy of any final reports and architectural drawings containing
Consultant's findings, conclusions, and recommendations with any support
documentation. All reports submitted to the City shall be in reproducible format.
All services to be rendered hereunder shall be subject to the direction and
approval of the City.
Section 12. Ownership of Documents.
All reports, information, data and exhibits prepared or assembled by Consultant
in connection with the performance of its services pursuant to this Agreement are
confidential to the extent permitted by law, and Consultant agrees that they shall not be
made available to any individual or organization without prior written consent of the City.
All such reports, information, data, and exhibits shall be the property of the City and
shall be delivered to the City upon demand without additional costs or expense to the
City. The City acknowledges such documents are instruments of Consultant's
professional services.
Section 13. Indemnity.
Consultant agrees to protect, defend and hold harmless City, its elected and
appointed officials and employees from any and all claims, liabilities, expenses or
damages of any nature, including attorneys' fees, for injury or death of any person or
damage to property or interference with use of property and for errors and omissions
committed by Consultant arising out of or in connection with the work, operation or
activities of Consultant, its agents, employees and subcontractors in carrying out its
obligations under this Agreement.
Section 14. Insurance.
Insurance required herein shall be valid for a minimum of one year, or term of
contract, whichever is longer, and it shall be provided by Admitted Insurers in good
standing with the State of California and having a minimum Best's Guide Rating of A-
Class VII or better.
4
•
14.1 Comprehensive General Liability.
Throughout the term of this Agreement, Consultant shall maintain in full force and
effect Comprehensive General Liability coverage in the following minimum amounts:
$500,000 property damage;
$500,000 injury to one person/any one occurrence/not limited to
contractual period;
$1,000,000 injury to more than one person/any one occurrence/not limited
to contractual period.
14.2 Comprehensive Automobile Liability.
Throughout the term of this Agreement, Consultant shall maintain in full force and
effect Comprehensive Automobile Liability coverage, including owned, hired and non-
owned vehicles in the following minimum amounts:
$500,000 property damage;
$500,000 injury to one person/any one occurrence/not limited to
contractual period;
$1,000,000 injury to more than one person/any one occurrence/not limited
to contractual period
14.3 Worker's Compensation.
If Consultant intends to employ employees to perform services under this
Agreement, Consultant shall obtain and maintain, during the term of this Agreement,
Worker's Compensation Employer's Liability Insurance in the statutory amount as
required by state law.
14.4 Proof of Insurance Requirements/Endorsement.
Prior to beginning any work under this Agreement, Consultant shall submit the
insurance certificates, including the deductible or self-retention amount, and an
additional insured endorsement to the Consultant's general liability and umbrella liability
policies to the City Clerk's office for certification that the insurance requirements of this
Agreement have been satisfied.
5
14.5 Errors and Omissions Coverage
Throughout the term of this Agreement, Consultant shall maintain Errors and
Omissions Coverage (professional liability coverage) in an amount of not less than One
Million Dollars ($1,000,000). Prior to beginning any work under this Agreement,
Consultant shall submit an insurance certificate to the City Clerk's office for certification
that the insurance requirements of this Agreement have been satisfied.
14.6 Notice of Cancel lation/Termination of Insurance.
The above policy/policies shall not terminate, nor shall they be cancelled, nor the
coverages reduced, until after thirty (30) days' written notice is given to City, except that
ten (10) days' notice shall be given if there is a cancellation due to failure to pay a
premium.
14.7 Terms of Compensation.
Consultant shall not receive any compensation until all insurance provisions have
been satisfied.
14.8 Notice to Proceed.
Consultant shall not proceed with any work under this Agreement until the City
has issued a written "Notice to Proceed" verifying that Consultant has complied with all
insurance requirements of this Agreement.
Section 15. Termination.
City and Consultant shall have the right to terminate this Agreement without
cause by giving thirty (30) days' advance written notice of termination to the other party
In addition, this Agreement may be terminated for cause by providing ten (10)
days' notice to the other party of a material breach of contract. If the other party does
not cure the breach of contract, then the agreement may be terminated subsequent to
the ten (10) day cure period.
Section 16. Notice.
All notices shall be personally delivered or mailed to the below listed addresses,
or to such other addresses as may be designated by written notice. These addresses
shall be used for delivery of service of process:
To City: City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Attn: Public Works Director
6
To Consultant: Ninyo and Moore
475 Goddard, Suite 200
Irvine, CA 92618
Attn: Scott M. Johnson
Section 17. Attorneys' Fees.
If any action at law or in equity is necessary to enforce or interpret the terms of
this Agreement, the prevailing party shall be entitled to reasonable attorneys' fees, costs
and necessary disbursements in addition to any other relief to which he may be entitled.
Section 18. Dispute Resolution.
In the event of a dispute arising between the parties regarding performance or
interpretation of this Agreement, the dispute shall be resolved by binding arbitration
under the auspices of the Judicial Arbitration and Mediation Service ("JAMS").
Section 19. Entire Agreement.
This Agreement constitutes the entire understanding and agreement between the
parties and supersedes all previous negotiations between them pertaining to the subject
matter thereof.
7
0
IN WITNESS WHEREOF, the parties hereto have executed this Agreement.
CITY OF SAN JUAN CAPISTRANO
By:
Mayor
CONSULTANT
Ninyo and Moore
Jaial Vakili, Principal Engineer
ATTEST:
Margaret R. Monahan, City Clerk
APPROVED AS TO FORM:
John R. Sha Attorney
8
hoots
Geotechnical and Emmnmental Sciences Ccruukants
October 3,2003
Project No. 202531001
Mr. Peter Salgado RDi C E P
City of San Juan Capistrano32400 Paseo AdelantoOCT - 6 2003
San Juan Capistrano,California 92675
Subject: Proposal for Geotechnical Consulting Services Pu6uC WORKS
Slope Inclinometer Installation and Monitoring
Las Ramblas Site
San Juan Capistrano, California
Reference: Ninyo &Moore,2003,Proposed Scope of Work,Remedial Grading and Slope
Monitoring,Tract No. 11781,Lots 10, 11 and 28, San Clemente,California,dated
September 4.
Dear Mr. Salgado:
In accordance with your request, we are pleased to submit this proposal to provide geotechnical
consulting services relative to the subject project. As described in the referenced Scope of Work,
we propose to install two inclinometer casings within the landslide mass and perform periodic
inclinometer readings to evaluate future ground movement. One inclinometer will be located
within the westerly portion of the Rozbicka property, approximately 160 feet south of the City of
San Juan Capistrano boundary. The second inclinometer will be located approximately 300 feet
farther to the south also within the Rozbicka property. Since the proposed inclinometer locations
are not accessible with a truck-mounted drill rig, a bulldozer may be required to construct a tem-
porary road to access the drilling locations.
The inclinometers will be read within one week of their installation to establish a base reading
for future measurements. For the purposes of this proposal, we propose to read the inclinometers
on a monthly basis for a duration of approximately one year. Following each reading of the incli-
nometer, the data will be analyzed and the results presented in a letter-report describing the depth
and direction of ground movement, if any. The frequency of the readings can be increased or de-
creased depending on the project requirements. 16 A
475 Goddard • suite 200 • Irvine, California 92618 • Phone(949(753-7070 • Fax(949 753-7071
Phoenrs • Irvine • San Diego • Los Angeles I Oakland • Las Vegas • salt Lake City • Ontario
City of San Juan Capistrano October 3,2003
Las Ramblas Site, San Juan Capistrano Project No. 202531001
SCOPE OF SERVICES
Specifically, our scope of services will include the following:
• A field reconnaissance to select and mark boring locations for underground utility clearance.
• Coordination of our field work with the client, private property owners and/or the City of
San Juan Capistrano and City of San Clemente, including acquisition of a well permit.
• Drilling of two small-diameter borings up to approximately 120 feet deep.
• Installation of specialized inclinometer casing and backfilling the borings around the casing
with bentonite/cement grout.
• Perform initial inclinometer readings of each casing to establish a baseline reference for fu-
ture readings. This includes readings in the field, and analysis of the data in the office.
• Monthly readings over a period of one year to evaluate ground movement,if any.
• Preparation of a written summary of the inclinometer data and our conclusions regarding
ground movement following each reading.
ASSUMPTIONS
We have prepared this work plan and estimated fee based on the following assumptions:
• Right-of-entry to install the inclinometer casings will be granted, at no cost, to Ninyo &
Moore.
• Slope inclinometer borings will be drilled with conventional, drilling equipment.Access to
the inclinometer locations will be granted and specialized equipment, such as cranes, will
not be required.
• Any City permit fees that may apply to the work will be paid for by the client.
• This phase of our work at the site will not include soil sampling or laboratory testing.
• Cuttings from the inclinometer borings may be disposed of at the site at no cost to Ninyo &
Moore.
• Our evaluation will not include any sampling, testing or chemical analysis of hazardous ma-
terials, should they be encountered. A separate scope of services and cost estimate can be
provided upon request if hazardous materials are encountered.
2531.1p2.mo 2 )/IOY0s*1QQr9
City of San Juan Capistrano October 3, 2003
Las Ramblas Site, San Juan Capistrano Project No. 202531001
FEE
Our services for construction of the temporary access roads and installation of the two inclinome-
ters will be provided for a lump sum fee of $11,400 (eleven thousand four hundred dollars).
Additionally, each time we read the inclinometers, download, analyze, and report the data will be
a lump sum fee of$2,400 (two thousand four hundred dollars).A detailed breakdown of our fees,
based upon the attached Schedule of Fees, is presented in Table 1 and Table 2. To authorize the
scope of services outlined above, please return a signed copy of the attached Work Authorization
and Agreement.
We appreciate the opportunity to submit this proposal. If you have any questions, please contact
the undersigned.
Respectfully submitted,
NINYO MOORE
111,7
Scott M. Johnson, C.E.G Avram Ninyo, GE.
Senior Geologist Principal Engineer
CB/SMJ/AN/mll
Attachments: Table 1 —Breakdown of Fee—Inclinometer Installation
Table 2—Breakdown of Fee—Inclinometer Monitoring
Schedule of Fees
Work Authorization and Agreement
Distribution: (2) Addressee
25]1-,P2.o 3 •%VYV-*QQr:
•
City of San Juan Capistrano October 3, 2003
Las Ramblas Site, San Juan Capistrano Project No. 20253 1001
TABLE 1 -BREAKDOWN OF FEE
INCLINOMETER INSTALLATION
principal Engineer/Geologist/Environmental Scientist 2 hours @ $ 154.00 /hour $ 308.00
Senior Engineer/Geologist/Environmental Scientist 4 hours @ $ 148.00 /hour $ 592.00
Subtotal $ 900.00
Senior Staff Engineer/Geologist/Environmental Scientist 4 hours @ $ 128.00 /hour $ 512.00
Field Vehicle Usage 4 hours @ $ 8.00 /hour $ 32.00
Subtotal $ 544,00
Senior Staff Engineer/Geologist/Environmental Scientist 6 hours @ $ 128.00 /hour $ 768.00
Dozer/Excavator(subcontractor) 6 hours @ $ 145.00 /hour $ 870.00
Mobilization/Demobilization Lump Sum $ 400.00
h yyyA Subtotal $ 2,038.00
i?v ska� ~� ��t Y Y 4�':i� gp.. � '9%R.... .LL�[`•:,'fa.
j
r
Senior Staff Engineer/Geologist/Environmental Scientist 18 hours @ $ 128.00 /hour $ 2,304.00
Drill Rig(Subcontractor) 18 hours @ $ 165.00 /hour $ 2,970.00
Field Vehicle Usage 18 hours @ $ 8.00 /hour $ 144.00
Supplies(casing,bentonite etc.) Lump Sum $ 2,500.00
Subtotal $ 7,918.00
y�tt z i N � j.r f E`T .+e:... 4. `^4�� a v+=- 'tr`.•"
�i°ra v«:. .?, v'y 4 f,• xi"�`'m .aa,a�N"' Jlos ��r5'�'u-�t%5'&!5•�' ��'�...k� .;ria+t'�'$r "i6i
2531-1fse2.As
ca i 7
City of San Juan Capistrano October 3, 2003
Las Ramblas Site, San Juan Capistrano Project No. 202531001
TABLE 2-BREAKDOWN OF FEE
INCLINOMETER MONITORING
r
Senior Staff Engineer/GeologistfEnvironmental Scientist 6 hours @ $ 128.00 /hour $ 768.00
Inclinometer Usage 6 hours @ $ 32.00 /hour $ 192.00
Field Vehicle Usage 6 hours @ $ 8.00 /hour $ 48.00
Subtotal $ 1,008.00
r
Senior Engineer/Geologist/Environmental Scientist 2 hours @ $ 148.00 /hour $ 296.00
Staff Engineer/Geologist/Environmental Scientist 4 hours @ $ 120.00 /hour $ 480.00
Subtotal $ 776.00
'leeI WE
Principal Engineer/Geologisv'Environmental Scientist 1 hour @ $ 154.00 /hour $ 154.00
Senior Engineer/GeologistlEnviromnental Scientist 2 hours @ $ 148.00 /hour $ 296.00
Technical Illustrator/CAD Operator 2 hours @ $ 78.00 /hour $ 156.00
Data Processing,Technical Editing,or Reproduction 1 hour @ $ 58.00 /hour $ 58.00
Subtotal $ 664.00
n ,r>a;; •,. � n � t�ry
2e31MWA.
c 1
1 0/09/2003 07:44 1949707: N AND M IRV . PAGE 02/08
&/Moore
Caaetchninl Ono F.M nnr,mnl 5nentes Cnneultanu
HAIGHT BROWN & SONESTEEL August 29,2003
B Hutton Centre Drive Invoice No: 102312
Suite 900 Project No: 202531001
Santa Ana, CA 92707.0510 Page: 1
Attn: Mr. Edwln Richards
Re: Geotechnical Consulting Services
Rozbicka v. Estrella Properties
San Clemente, California
Tax ID No.33.0269828
Progress invoice through August 29,2003,for geotechnical consulting services pertaining to the
landslide that Impacted the properties at 3D07 and 3009 Emencia Del Sur in San Clemente, California.
Our services have included compilation and analysis of field data and topographic maps to evaluate the
number and locations of Inclinometers and surface monuments and the extent of remedial grading;
partial preparation of a scope of work for remedial grading and installation and monitoring of field
instrumentation; background review including review of the as-graded topographic map prepared by
TetraTech and comparison with topographic maps prepared in 1990;technical illustration consisting of
preparation of the remedial grading plan and slope monitoring plan included in our scope of work report
project coordination; and client conference including attendance at meetings on August 28 and July 29,
2003, at the City of San Juan Capistrano to discuss the project.
Professional Services
Hours Rate Amount
DATA COMPILATION &ANALYSIS
Senior EngineerlGeologist/Scientist
Scott M. Johnson 08/27/2003 0.75 164.00 123.00
Scott M.Johnson 08/28/2003 1.00 164.00 164.D0
REPORT PREPARATION
Senior EngineerlGeologlstIScientist
Scott M.Johnson 0829/2003 2.00 164.00 320.00
BACKGROUND REVIEW
Principal Engineer/Geologist/Scientist
Lawrence T. Jansen 07/28/2003 0.50 168:00 84.00
Lawrence T,Jansen 07129/2003 2.00 168.00 336.00
5710 Rufrin Roelof San Diego. Caaornia 92123 • Pnone(8581 576-1000 Fax(9581 576-9600
San Diego • Irvine - Ontano • Los Angeles • Oakland • Las Vegas • San Lake Ory • Phoenix
1 0/09/2003 07:44 194975*71 N AND M IRV • PAGE 03/08
�/inya&/Hoare „
aeorcctmrtN arxl Cnvin�nmcntni Sbmce!Coruubnu
Involm No:102312
Project No:202531001
Pape: 2
Hours Rate Amount
TECHNICAL ILLUSTRATION
Technical Illustrator/CAD Operator
Mary Beth Miller 07/29/2003 0.50 86.00 43.00
Mary Beth Miller 08/27/2003 0.50 86.00 43.00
Mary Bath Miller 08!2812003 1.00 86.00 86.00
Mary Beth Miller 08129/2003 2.25 86.00 193.50
PROJECT COORDINATION
Principal Engineer/Geologist/Scien6st
Carol A. Price 08/26/2003 0.25 168.D0 42.00
CLIENT CONFERENCE
Principal Engineer/Geologist/Scientist
Lawrence T. Jansen 0712912003 1.75 168.00 294.00
Senior Enginear/GeologisUScientist
S cott M. Johnson 08/28/2003 2.00 184.00 328.00
Labor Fee 2,064.50
Reimbursable Expenses
Vehicle/Epulpment Charge
07/29/2003 LTJ 1,75 Hours @ 6.00 10.50
08/2812003 SMJ 2.00 Hours @ 6.00 12.00
Reimbursable Fee 22.50
**"This invoice Total— 21087.00
5710 RUPin Road Snn Diego, Cohfoma 92113 • Phone(858)576-I D00 fax(858)576-9600
San Diego • kv,ne Ontario • Los Angeles • Oakland • Las Vegas • Salr lake Cky • Phoenix
1 0/09/2003 07:44 19497501 N AND M IRV
PAGE B4l0B
rMleclimpi Amu Fn imOmenLN SC,CniQ'CMwG,n:S
HAIGHT BROWN & BONESTEEL June 27,2003
5 Hutton Centre Drive Invoice No: 100955
Sults 900 Project No:202531001
Santa Ana,CA 92707-0510 Page: 1
Attn:Mr.Edwin Richards
Re: Geotachnical Consulting Services
Rozbicha v Estrella Properties
Sen Clemente, California
Tax ID No. 33-0269828
Progress invoice through June 27,2003, for geotechnical consulting services pertaining to the landslide
that impacted the properties at 3007 and 3009 Emencia Del Sur in San Clemente, California. Our services
have included field services consisting of performance of a site visit to observe and document remedial
grading operations; data compilation and analysis including review of the project file,topographic maps,
cross sections,boring data, and photographs to evaluate potential locations of inclinometers; project
coordination and client conference including telephone conversations with representatives of the City of
San Juan Capistrano and your office.
Professi9nal Services
Hours Rate Amount
FIELD SERVICES
Senior Engineer/Geologist/Scientist
Scott M. Johnson 06/0312003 2.75 164.00 451.D0
DATA COMPILATION &ANALYSIS
Principal EngineerlGeotogist/Scientisl
Avram Ninyo 06/04/2003 0,75 168,00 126.00
Senior Engineer/Geologist/Scientist
Scott M. Johnson 06/02/2003 0.25 164.00 41.00
Sr. Project Engineer/Geologist/Scientist
Scott M. Johnson 06/06/2003 1,00 160.00 16D.00
Sr, Staff Engineer/Geologist/Scientist
Catherine K. Sennett 05/03/2003 2.00 141.00 262.OD
Catherine K. Bennett 06104/2003 2.00 141.00 282.01)
57IC Ruffin Road • San Diego.CM(ornia 92123.• Pnene 1,95e) ;76 1000 Fay(259;S)6-9600
r-.,, 1 vme • Vniarm • Los Angeles • 0a4,1and • Las vegas • Sa¢Lase CC/ - Phoenix
1 0/013/2083 0/:44 113413/*I N 4NU M 1KV • HAGE 05/08
Gro;<`!.rnimiand En lOnn,CrVdI
Sep"".%C011VAGInd
Invoice No:100955
Projed N0:202531001
Page: 2
Hours Rate Amount
DATA PROCESSING
Data Processor 16.00
Mary Elaine Hebner 06/26/2003 0.25 64.00
Linda Lyon 0612412003 0.75 64.00 48.00
Linde Lyon 06126/2003 0.50 64.00 32.00
PROJECT COORDINATION
Principal Engineer/Geologist/Scientist
Carol A. Price 06/26/2003 0.25 168.00 42.00
CLIENT CONFERENCE
Senior Engineer/Geologist/Scientist
Scott M.Johnson 06/0212003 0.75 164.00 123.00
Scott M. Johnson 06125/2003 0.50 164.00 52.00
Labor Fee 1.685.00
Reimbursable Expanses
Vehicle/Equipment Charge
0610312003 SMJ 2.75 Hours @ 6.00 16.50
Reimbursable Fee 16.50
0—This Invoice Total' 1,701.50
5710 Ruffin Roan • San Diego, Ca11(ornia 92123 Pnrne 18591 5761000 Fez Ie581 576-9500 _
C...n,enn . Irvine a Ontario a LOS Angeles • Oaklaro • Las V09aS • Salt Lake City . Pnoeni+
10/09/2803 11/:44 113413 l All N ANU M 1KV • HAUL 06/09
Geortmnitol arm rnwonwntal Sciences Co suh u
HAIGHT BROWN & BONESTEEL May 30, 2003
5 Hutton Centre Drive Invoice No: 100730
Suite 900 Project No:2025310DI
Santa Ana,CA 92707-0510 Page: 1
Attn: Mt. Edwin Richards
Re: Geotechnical Consulting Services
Rozbicka v Estrella Properties
San Clemente,California
Tax ID No, 33-0269828
Progress Invoice through May 30, 2003,for geotechnical consulting services pertaining to the landslide
that impacted the properties at 3007 and 3D09 Emencia Del Sur in San Clemente,California. Our services
have included field services including meeting with the City of San Juan Capistrano and performance of
several site visits to observe and document remedial grading operations:data compilation and analysis
including review of the project 61e, topographic maps, baring data,and photographs pertaining to the
fill that was placed at the site; preparation of a letter report regarding the trail,and project coordination
consisting of numerous telephone conversations with representatives of the City of San Juan Capistrano
and your office.
Professional Services
Hours Rate Amount
FIELD SERVICES
Sr.Project Engineer/Geologist/Scientist
Scott M.Johnson 04/2812003 2.50 160.00 400.00
Scott M.Johnson 05/07/2003 1.50 160.00 24D.00
Scott M.Johnson 05/19/2003 2.00 160.00 320.00
Scott M.Johnson 0512212003 2.00 160.00 320.00
Scott M.Johnson 05/30/2003 3.00 160.00 480.00
Sr.Staff Engineer/Geologisl/Scientlst
Catherine K. Bennett 05/202003 3.00 141.00 423.00
Catherine K. Bennett 05/21/2003 3.00 141.00 423.00
Catherine K. Bennett 05/29/2003 2.50 141.00 352.50
DATA COMPILATION&ANALYSIS
Principal Engineer/Geologist/Scientist
Avram Ninyo 04130/2003 1.25 168.00 210.00
Avram NinyD 05101/2003 0.75 168.00 126.00
Avram Ninyo 05/0612003 0.75 168.00 126.00
Avram Ninyo 05/12/2003 1.25 168.00 210.00
Avrem Ninyo 05/26/2003 0.50 168.00 84.00
571 D Puffin Road San Diego. California 92123 • Pnonf 1858)576-ID00 FaX 1858)576-9600
San mego • INme • Ontario • I.os Angeles • Oakland • Las Vegas • Salt Lake CGry • Pnoen,
1 0/09/2003 07:44 194,37*1 N rano M SKV � rgbt urr Orj
- ,✓�ny0&* Gre
reolKnnrtal ann ErnVonmM4d Sciences Conwkants
Invoice No:100730
Plojad No:202531001
Page. 2
Hours Rate Amount
Sr.Project Engineer/Geolcglst/Scientist
Scott M.Johnson 04/26/2003 1.D0 160.00 160.00
REPORT PREPARATION
Principal Engineer/Geologist/Scientist
Carol A.Price 05/13/2003 0.50 168.00 84.00
Carol A.Price 05/23/2003 0.25 166.00 42.00
Sr.Project Engineer/Geologist/Scientist
Scott M.Johnson 05101/2003 2.00 160.00 320.00
Scott M. Johnson 05112/2003 1.00 160.00 160.00
Scott M.Johnson 05/1312003 1.00 160.00 160.00
DATA PROCESSING
Data Processor
Linda Lyon 05/13/2003 0.50 64.00 32.00
PROJECT COORDINATION
Sr.Project Engineer/Geologist/Scientist
Scott M.Johnson 04/29/2003 0.50 160,00 80.00
Scott M. Johnson 05/12/2003 0.50 160.00 80.00
Scott M.Johnson 0511312003 1.00 160.00 160.00
Scott M. Johnson 05/1512003 0.50 160.00 80.00
Scott M.Johnson 05/21/2003 0.25 160.00 40.00
Labor Fee 5,112.50
Reimbursable Expenses
Vehicle/Equipment Charge
0512112003 CS 3.00 Hours @ 6.00 18.00
05/22/2003 CB 3.00 Hours @ 6.00 18.00
05/29/2003 CB 2.50 Hours @ 6.00 15.00
05/07/2003 SMJ 1.50 Hours @ 6.00 9.00
05/19/2003 SMJ 2.00 Hours @ 6.00 12.00
5710 Rurrm Road San Diego.California 9212.3 • Phone 1e58J 476-1000 Fax(858j 576-9600
Sun Dlcgo • Irvine Ontario • Los Angrlcs • Oakland • las Vegas • Salr Lake City • Phoenix
O. n/tly/ Gb�O Ur:�� -ovor�ra ry Hnu m ar.v • rrauc tlel tlC
CxelcCMCel alltl Enyrtonmmwl SCIeMel COnSUIlAal3
Invoice No:100730
Project No:202531001
Page: 3
0522/2003 SMJ 2.00 Hours @ 6.00 12.00
0580/2003 SMJ 3.00 Hours @ 6.00 18.00
Reimbursable Fee 102.00
•"This Invoice Total' 5,214.50
571 D RURn Roao • San Diego. Cali/D'nia 47173 PhOne 1858) 576 1000 • Fax 1858)576-9600
'an Diego IMne On[ano • W.;AngCICS • Oakland • ids Vegas • $art lake Oly • Pnoenlx
City of San Juan Capistrano October 3, 2003
Las Ramblas Site,San Juan Capistrano Project No.202531001
SCHEDULE OF FEES
HOURLY CHARGES FOR PERSONNEL
Principal Engineer/Geologist/Environmental Scientist........................................................................................... $ 154
Senior Engineer/Geologist/Environmental Scientist.............................................................................................. $ 148
Senior Project Engineer/Geologist/Environmental Scientist.................................................................................. $ 145
Project Engineer/GeologisVEnvironmental Scientist.............................................................................................. $ 142
Senior Staff Engineer/Geologist/Environmental Scientist...................................................................................... $ 128
Staff Engineer/Geologist(Environmental Scientist.................................................................................................. $ 120
IS/GIS Specialist..................................................................................................................................................... $ 120
FieldOperations Manager.........:............................................................................................................................ $ 95
SupervisoryTechnician.......................................................................................................................................... $ 86
Nondestructive Examination Technician,UT,MT,LP............................................................................................ $ 85
Senior Fleld/Laboratory Technician........................................................................................................................ $ 79
Field(LaboratoryTechnician................................................................................................................................... $ 79
ACI Concrete Technician............................................................................................................ ........ $ 79
....................
Concrete/Asphaft Batch Plant Inspector................................................................................................................. $ 79
Special Inspector(Concrete,Masonry,Steel,Welding,and Fireproofing)............................................................ $ 79
Technical IlIustrator/CAD Operator......................................................................................................................... $ 78
GeotechnicaVEnvironmentaVLaboratoryPssistant................................................................................................ $ 66
InformationSpecialist............................................................................................................................................. $ 68
Data Processing,Technical Editing,or Reproduction............................................................................................ $ 58
OTHER CHARGES
ExpertWitness Testimony............................................................................................................................ $ 250/hr
PID/FID Usage.............................................................................................................................................. $ 120/day
Coring Machine Usage(includes technician)............................................................................................... $ 10D/hr
Anchor load test equipment(includes technician)....................................................................................... $ 89 /hr
HardAuger Equipment................................................................................................................................ $ 55/day
InclinometerUsage...................................................................................................................................... $ 32/hr
VaporEmission ICts..................................................................................................................................... $ 30/kit
Level D Personal Protective Equipment(per person per day)...................................... ..... $ 25 /p/d
.........................
RebarLocator(Pachometer)........................................................................................................................ $ 22/hr
Nuclear Density Gauge Usage..................................................................................................................... $ 12/hr
FieldVehicle Usage...................................................................................................................................... $ 8/hr
Direct Project Expenses....................................................................................................................... Cost plus 15%
Laboratory testing, eo h sical equipment,and other special equipment provided upon request
NOTES(Field Services)
For field and laboratory technicians and special inspectors, regular hourly rates are charged during normal weekday
construction hours.Overtime rates at 1.5 times the regular rates will be charged for work performed outside normal con-
struction hours and all day on Saturdays and Sundays. Rates at twice the regular rates will be charged for all work in
excess of 12 hours in one day or on holidays. Lead time for any requested service is 24 hours.Field Technician rates
are based on a 2-hour minimum.Special inspection rates are based on a 4-hour minimum for the first 4 hours and an 8.
hour minimum for hours exceeding 4 hours.Field personnel are charged portal to portal.
INVOICES
Invoices will be submitted monthly and are due upon receipt.A service charge of 1.0 percent per month may be charged
on accounts not paid within 30 days.
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