HomeMy WebLinkAboutASL CONSULTING ENGINEERS 1 -1999 Project # 3156
Account #66-579-6635
W.O. #
Project Manager: Steve Worrall
FOR CONSULTING SERVICES
THIS AGREEMENT, made and entered into this ~-~ day of
(j~_.~, 1999 by and between the City of Santa Ana, a
municipal corporation of the State of California ("CITY") and
ASL CONSULTING ENGINEERS, a California Corporation, hereinafter
referred to as "Consultant.
Recitals:
W-I-T-N-E-S-S-E-T-H
A. CITY desires to contract for civil engineering
services for design of John Garthe Reservoir
Improvements, Phase II
WHEREFORE, in consideration of their mutual and respective
promises, the parties hereto do hereby agree as follows:
1. CONSULTANT agrees to fulfill all the requirements set
forth in Consultant's Proposal entitled John Garthe Reservoir
Improvements, Phase II, and the scope of work contained therein.
Said "scope of work" is attached hereto as "Exhibit A" and
incorporated herein by this reference. Ail work shall be
performed under the direction of CITY's Executive Director of
the Public Works Agency or his designated representative.
2. CITY agrees to pay, and CONSULTANT agrees to accept
for said services, a not to exceed fee of $319,000 for the scope
of work specified in their Proposal. CONSULTANT shall be paid
for services actually rendered.
Any additional services performed by the consultant outside
of the original scope of work must be authorized in writing by
the CITY prior to commencing such work. In no case shall any
additional services exceed $32,000 for a maximum contract amount
of $351,000.
The time of completion for the design portion of
consultant's work shall be 12 months from the date of this
contract. That portion of Consultant's work relating to
construction support services shall be completed in conjunction
with the actual construction schedule, which will be determined
once the design is complete and a construction contract has been
awarded.
CONSULTANT shall periodically submit a detailed invoice
showing services performed. Payment by CITY shall be within
thirty (30) days following receipt of said invoice for work
performed, subject to CITY accounting procedures.
Notwithstanding the foregoing, payment need not be made for
work which fails to meet the standard of performance specified
in Section 4.
3. The CITY's Executive Director of the Public Works
Agency, or his Designee, shall be the representative of the CITY
and may issue all consents, approvals, directives, or agreements
on behalf of CITY for by this AGREEMENT. Steve Tedesco, Vice
President shall be the representative of CONSULTANT for purposes
of this AGREEMENT.
Notices and written communications sent by one party to the
other shall be as follows:
To the CITY:
James G. Ross, Executive Director
Public Works Agency
City of Santa Ana
101 West Fourth Street
Santa Ana, CA 92701
To the CONSULTANT:
Steve Tedesco, Vice President
ASL Consulting Engineers
One Jenner Street, Ste. 200
Irvine, CA 92618
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4. Termination of Agreement
This AGREEMENT may be terminated by the CITY before
CONSULTANT's services have been fully performed, upon thirty
(30) days written notice of termination to CONSULTANT. In such
event, CONSULTANT shall be entitled to receive and CITY shall
pay CONSULTANT compensation for all services performed by
CONSULTANT prior to CONSULTANT's receipt of such notice of
termination; provided, however, that as a condition of such
payment, CITY may require CONSULTANT to deliver to CITY all work
products completed as of such date.
5. Independent Contractor
CONSULTANT is an independent contractor and not an employee
of the CITY and all CONSULTANT's personnel shall be employees or
subcontractors of CONSULTANT and not employees of CITY.
CONSULTANT shall pay all salaries and wages, employer's social
security taxes, unemployment insurance and similar taxes
relating to employees and shall be responsible for all
applicable withholding taxes.
6. Insurance
A. CONSULTANT shall furnish CITY with an insurance
certificate evidencing that it carries workers' compensation
insurance and that the policy shall not be canceled nor the
coverage reduced except upon thirty (30) days prior written
notice to the CITY.
B. CONSULTANT shall obtain at its sole cost and file with
CITY, prior to exercising any right or performing any obligation
pursuant to this AGREEMENT, and maintain for the period covered
by this AGREEMENT, a policy or policies of general liability
insurance or a certificate of such insurance from companies
authorized to do business in the State of California,
satisfactory to City Attorney of CITY, naming the City of Santa
Ana, its officers, agents and employees, as additional insureds,
which provides coverage not less than that provided in the form
of a comprehensive general liability insurance policy against
liability for any and all claims and suits for damages or
injuries to persons or property resulting from or arising out of
negligent operations of CONSULTANT, its officers, agents or
employees. CONSULTANT shall furnish a certificate of such
insurance to CITY prior to commencing services hereunder. Said
policy or policies of insurance shall provide for general
liability insurance with a combined single limit of not less
than One Million Dollars ($1,000,000.00) per occurrence;
professional liability (errors and omissions) insurance, with a
combined single limit of not less than $1,000,000.00 per claim.
Said policy or policies shall also contain a provision that no
termination, cancellation or change of coverage of insured or
additional insured shall be effective until after thirty (30)
days notice thereof has been given in writing to CITY.
CONSULTANT shall give to CITY prompt and timely notice of claim
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made or suit instituted arising out of CONSULTANT's operations
hereunder. CONSULTANT shall procure and maintain at its own
cost and expense, any additional kinds and amounts of insurance
which, in its own judgement, may be necessary for its proper
protection in the prosecution of the work.
7. Subcontractors
None of the services included in this AGREEMENT shall be
subcontracted without prior approval of CITY, except as
specified in the PROPOSAL. CONSULTANT shall be fully
responsible to CITY for performance of subcontractors.
8. Assiqnabilit¥
CONSULTANT shall not assign or transfer any interest in this
AGREEMENT, whether by assignment or novation, without the prior
written consent of CITY; provided, however, that claims for
money due or to become due from CITY under this AGREEMENT may be
assigned to a bank, trust company or other financial
institution, or to a trustee in bankruptcy, without such
approval. Notice of any such assignment or transfer shall be
promptly furnished to CITY.
9. Hold Harmless
CONSULTANT shall indemnify and save harmless CITY, its
officers, agents, and employees, from and against any and all
damages to property or injuries to or death of any person or
persons, including property of employees or agents of CITY, and
shall defend, indemnify and save harmless CITY, its officers and
6
employees, from any and all claims, demands, suits, actions or
proceedings of any kind or nature, including, but not by way of
limitation, workers' compensation claims, resulting from or
arising out of the negligent or wrongful acts, errors or
omissions of CONSULTANT, its employees or subcontractors..
10. Certification of Nondiscrimination
By signing this AGREEMENT, CONSULTANT certifies that it does
not discriminate in hiring on the basis of race, color, creed,
religion, sex, age, marital status, national origin, ancestry,
physical handicap or medical conditions.
11. Validity
The invalidity in whole or in part of any provision of this
AGREEMENT shall not void or affect the validity of any other
provision of this AGREEMENT.
12. Law Governinq This Aqreement
This AGREEMENT shall be governed by and construed in
accordance with the laws of the State of California.
13. Exclusivity and Amendment of Aqreement
This AGREEMENT supersedes any and all other agreements,
either oral or in writing, between the parties hereto with
respect to the services set forth in the PROPOSAL and contains
all the covenants and agreements between the parties with
respect thereto. Each party to the AGREEMENT acknowledges that
no representations, inducements, promises or agreements, orally
or otherwise, have been made by any party, or anyone acting on
7
behalf of any party, with respect to such services, which are
not embodied herein, and that no other agreement or amendment
hereto shall be effective unless executed in writing and signed
by both CITY and CONSULTANT.
IN WITNESS WHEREOF, the parties hereto have executed this
AGREEMENT the date and year first above written.
ATTEST:
J~n~e C Guy
Clerk of'the Council
APPROVED AS TO FORM:
CITY OF SANTA ANA, a municipal
corporation of the State of
Califoria
pprov~ed ~
City Manager
Joseph ~. Fleqcher, ci[Y ~Attorney
RECOMMENDED FOR APPEL:
s G Ross,
CONSULTING ENGINEERS
Vice President
ASL Consulting Engineers
EXHIBIT "A"
Scope of Work
TASK NO. 1 - PROJECT MANAGEMENT
Meetings
1. Project kick-off meeting to review scope, schedule, budget and work plan.
2. Following status meetings (we have assumed a total of seven status meetings):
a. Preliminary site layout including location of well, reservoirs, piping
configuration, and discuss project phasing alternatives.
b. Progress meeting to review City's comments on well drilling plans and
specifications.
c. Status meeting to discuss critical design issues (proposed bypass
connections, chlorination, landscaping, and site improvements, etc.).
d. Preliminary design of site, piping, reservoir, and wellhead plans
including critical details.
e. 50% completion stage progress meeting to review City's comments.
£. 90% completion stage progress meeting to review City's comments.
g. 100% completion stage to discuss bidding schedule.
Presentations
1. Make three presentations to neighborhood groups, City staff and/or City
Council.
2. Prepare pictorial renderings to be used at the public presentations. We have
assumed three (3) renderings will be required.
Project coordination, technical oversight and quality management. This will include a
monthly status report to track the project schedule, expenditures, cash flow curve
histogram, and identify potential delays and cost increases.
TASK NO. 2 - PRELIMINARY SITE LAYOUT
Preliminary Site Layout
1. Prepare preliminary site plan showing the location of the proposed reservoirs
and Well No. 39.
2. Prepare preliminary piping configuration, including a suramary of the
proposed operation flexibility.
3. Show proposed site work including new block walls, paving and site drainage.
Project Phasing Alternatives
1. Prepare a design memorandum discussing project phasing alternatives. The
memorandum will contain cost and schedule implications for each alternative.
Preliminary Site Layout Submittal
1. Prepare letter submittal to the City of the preliminary site layout.
2. Meet with City and obtain comments, revisions, etc.
City of Santa Ana
JOHN GARTHE RESERVOIR IMPROVEMENTS PHASE II
1
ASL Consulting Engineers
Scope of Work
TASK NO. 3 - DRILLING OF WELL (work to be performed by RCS)
Review of Existing Data
1. Collect from the
City available testing, water level, specific capacity, and
water quality data from existing Well No. 36 and Well No. 18.
Perform a cursory review of this data.
Investigate possible hydro-geologic influences of Well No. 36 and Well No. 18
on new well.
Review of Technical Specifications
1. Review City's current technical specifications for new wells.
2. Propose changes/edits/additions as deemed necessary.
3. Finalize plans and specifications for drilling and testing of Well No. 39.
4. Meet with the City to review final plans and specifications.
Preliminary Well Activities
1. Prepare for and attend pre-bid
2.
3.
4.
5.
meeting and provide pre-bid clarifications
and/or addenda, if necessary, for the new well.
Provide assistance to the City in the review of construction cost estimates and
drilling schedules from the chosen drilling contractor.
Assist the City in the preparation of a National Pollutant Discharge Elimination
System (NPDES) permit for the new well.
Prepare for and attend a pre-construction meeting for the new well.
Liaison with the City, ASL and the drilling contractor during mobilization to
the well site.
Do
Field Monitoring of Well Construction (based on a pilot hole depth of 1325 feet bgs)
1. Provide experienced geologists to geologically log the upper 1100 feet of
representative drill cuttings collected by the contractor. Full-time detailed
geologic logging will commence at about 1100 feet below ground surface (bgs)
and will continue to the proposed pilot hole depth of 1325 feet bgs. For this
proposal, we have assumed an average overall drill rate of 10 feet per hour for
drilling of the pilot hole. No aquifer isolation zone testing in the open borehole
is anticipated during the pilot hole drilling.
2. Witness, review and analyze the electric logging of the pilot hole at the site and
provide a review of geophysical logs. Correlate this electric log to the one in
RCS files for nearby Well No. 36. Provide a casing completion
recommendation to the City and the driller for the final rem diameter(s),
casing depths, and perforation intervals for the new well.
3. Monitor, on a full-time basis, the installation of the recommended well screen,
blank casing, gravel pack, and cement seal for the new well (anticipated final
well depth is 1300 feet). This monitoring will be conducted on a full-time
basis in order to observe contractor compliance with the technical
specifications. We estimate at this time that approximately 400 to 450 feet of
City of Santa Ana
JOHN GARTHE RESERVOIR IMPROVEMENTS PHASE II
ASL Consulting Engineers
Scope of Work
o
louvers are to be interspersed at selective locations between the depths of 550
feet and 1300 feet. Casing, screen, gravel pack, and annular cement seal
installation is estimated to require approximately 90 hours.
Monitor well development by both mechanical and pumping methods for the
new well. Monitoring of mechanical development will be conducted on a full-
time basis whereas monitoring of pumping development will be conducted on
a part-time basis. Samples of the discharge during mechanical development
will be collected to monitor compliance with NPDES permitting. Mechanical
development is estimated to require approximately 130 hours (including all
concurrent NPDES monitoring) of full-time monitoring whereas field
monitoring of pumping development is anticipated to require 30 hours of field
monitoring, exclusive of field time during the step-drawdown test and the
constant-rate aquifer test.
Observe and monitor step-drawdown and constant-rate discharge testing of the
completed well. Services will be full-time during step-drawdown testing and
part-time during constant-rate discharge testing. We will also be present to
observe spinner-testing of the well, if that task is performed. A final well-
blend sample of groundwater will be collected near the end of the constant-rate
discharge test for analysis by the City's laboratory.
Summary of Operations Report
1. Prepare a Summary
of Operations report summarizing well drilling,
installation, development, and testing activities. Recommendations for the
operational yield and final pump depth placement for the new well will also be
provided.
Provide three (3) copies of the report to the City.
TASK NO. 4 - PRELIMINARY DESIGN
Preliminary Site Plan
1. Prepare preliminary site plan showing two reservoirs and location of Well No.
39.
2. Show proposed site work including new block walls, paving, curb and gutter,
landscaping, and site drainage.
Bo
Preliminary Piping Plan
1. Prepare preliminary piping plan showing proposed connections from existing
facilities to new facilities.
2. Show proposed valves, meters, and flex tend couplings.
Preliminary Well Head Plans
1. Prepare exterior elevation of the proposed well head building.
2. Prepare preliminary piping layout including well discharge line.
City of Santa Ana
JOHN GARTHE RESERVOIR IMPROVEMENTS PHASE II
3
ASL Consulting Engineers
Scope of Work
D0
Evaluate chlorination alternatives. Prepare preliminary layout of
recommended chlorination facilities.
Summarize noise control and soundproofing recommended for the well head
facility.
Select well pump based on recommendation based on well testing.
Preliminary Site Improvements
1. Show demolition of old Bristol Reservoir, wood frame Well No. 14 and hydro-
generating buildings. Show required grading/fill requirements.
2. Provide sketches of proposed modifications to Phase I reservoir. This will
include modification of the west wall and roof extensions, proposed new roof
coating, and proposed pedestrian security cage/bars on the stairway to the
reservoir roof.
3. Provide sketches of the proposed modifications to the concrete stairs from the
hydro-generation building into the underground vault.
Preliminary Design Submittal
1. Prepare submittal to the City of the preliminary design.
2. Meet with City and obtain comments, revisions, etc.
3. Modify preliminary plans as required and resubmit to the City.
TASK NO. 5 - GEOTECHNICAL INVESTIGATION (work to be performed by
Converse)
Preliminary Work
1. Assemble and review available geologic, boring, and earthwork information.
2. Perform a site reconnaissance.
3. Contact Underground Services Alert (USA) and City personnel to locate
existing utilities at the site.
Bo
Field Drilling
1. Drill three (3) hollow-stem auger borings to depths of 30 to 50 feet.
4.
5.
6.
The
borings are proposed to be located northwest, west (at mid-reservoir), and
southeast of the existing reservoir.
At the northwest and southeast locations, a piezometer will be installed to
measure the fluctuations in groundwater levels during the rainy season.
Core the existing concrete reservoir bottom at two locations and dig shallow 5-
to 1 O-foot deep hand auger borings.
Perform Standard Penetration Tests.
Locate and log all field exploration work, and obtain soil samples for
laboratory testing.
Record the groundwater level in each boring and subsequently in each
piezometer. The piezometers will be protected so that readings can be taken up
to, and possibly after, the time of construction.
City of Santa Ana
ASL Consulting Engineers
JOHN GARTHE RESERVOIR IMPROVEMENTS PHASE II
4
Scope of Work
C0
Laboratory Testing
1. Perform laboratory tests on
soil samples obtained from the exploration,
tentatively including moisture content, density, gradation, consolidation, shear
resistance, expansion, "R" values, compaction, and corrosivity tests (pH,
chloride content, sulfate content, and resistivity).
Interpret and evaluate the field and laboratory data.
Engineering Report
1. Prepare engineering report containing conclusions and recommendations on:
ao
g.
h.
i.
j.
Submit
Excavatability of site soils and the need for shoring.
Site preparation and grading requirements.
Acceptability of site soils for use as fill and backfill.
Installation of associated piping.
Foundation types, depths, and allowable soil bearing values.
Design parameters for a piled foundation, if appropriate.
Anticipated settlement.
Lateral earth pressures for reservoir wall design.
Liquefaction potential of site soils.
Groundwater levels and the need for dewatering.
five (5) copies of report to the City.
TASK NO. 6 - FINAL CONSTRUCTION PLANS
Construction plans will be CAD generated using Micro Station format. Plans will be clear
and legible with all components clearly identified. All plans will be drawn at a minimum
scale of 1"=20' unless otherwise approved by the City. Based on our previous experience, we
envision the plan set will contain the following drawings:
A. General/Site Plans
· Title sheet
· Demolition plan
· Cross sections
· Horizontal control and soil logs
· Site plan including grading
· Site plan for one tank alternative
· Site details
· Storm drain profile and details
(1 sheet)
(1 sheet)
(1 sheet)
(1 sheet)
(1 sheet)
(1 sheet)
(1 sheet)
(1 sheet)
Bo
Site Piping and Appurtenances
· Site piping plan
· Site piping plan for one tank alternative
· Piping profiles and connection details (Phase I connection)
· Valve vaults, flex tend couplings
· Miscellaneous. piping details
(1 sheet)
(1 sheet)
(2 sheets)
(2 sheets)
(2 sheets)
City of Santa Ana
ASL Consulting Engineers
JOHN GARTHE RESERVOIR IMPROVEMENTS PHASE II
5
Scope of Work
Do
Fo
Go
H0
Reservoir Plans - Civil and Mechanical
· Inlet, outlet, and overflow piping and details
· Reservoir inspection manhole
· Roof vent, roof hatch, ladder, and details
· Repair of existing reservoir roof and security cage
(2 sheets)
(1 sheet)
(1 sheet)
(1 sheet)
Reservoir Plans - Structural
· General notes and typical details
· Foundation/floor plan
· Roof slab plan
· Wall sections and elevations
· Roof slab sections
· Reservoir details
(1 sheet)
(2 sheets)
(2 sheets)
(2 sheets)
(1 sheet)
(2 sheets)
Wellhead Facilities - Civil and Mechanical
· Piping plan and sections
· Chlorination facilities
· Flushing discharge plan, profile, and details
· Well and piping details
(1 sheet)
(2 sheets)
(1 sheet)
(2 sheets)
Wellhead Facilities - Structural
· General notes and typical details
· Exterior building elevations
· Hydro-generating vault plan and details
· Foundation plan
· Roof framing plan
· Craneway framing plan
· Foundation/framing structural details
· Typical structural details
· Block wall structural details
(1 sheet)
(1 sheet)
(1 sheet)
(1 sheet)
(1 sheet)
(1 sheet)
(3 sheets)
(1 sheet)
(1 sheet)
Wellhead Facilities - Electrical and Controls
The well control system will be designed to operate with the City's computerized
telemetry system. A new remote terminal units (RTU) and a telephone line will be
provided. New electrical service and transformer and telephone service requirements
will be coordinated with appropriate utility companies.
· General notes and symbols
· Electrical site plan
· Single line diagram and elevations
· Wellhead electrical plan/conduit schedule
· Electrical details
· Control diagram and details
(1 sheet)
(1 sheet)
(1 sheet)
(1 sheet)
(1 sheet)
(2 sheets)
City of Santa Ana
JOHN GARTHE RESERVOIR IMPROVEMENTS PHASE II
6
ASL Consulting Engineers
Scope of Work
Landscape and Irrigation (work to be performed by Schmidt Design Group)
· Landscape plans and details (2 sheets)
· Irrigation plans and details (3 sheets)
TASK NO. 7 - SPECIFICATIONS
Prepare bid schedule and technical specifications portion of the special provisions.
The bid documents will have an alternative bid for constructing one or two tanks. The
City will provide the contract documents and "boilerplate" portion of the
specifications. Specifications will be prepared in Microsoft Word 97 format.
TASK NO. 8 - PLAN SUBMITTALS
A
Prepare structural calculations
1. Reservoirs.
2. Wellhead Facility.
B. Prepare engineer's construction cost estimates for each submittal.
Submit 50% complete, 90% complete and 100% complete plans and specifications for
City review. Final submittal to the City will include mylar plan sheets, a hard copy of
the specifications, electronic copies of the CAD files, and a computer disc containing
the specifications.
TASK NO. 9 - PERMITS
ASL will provide the required calculations, exhibits, and back-up data for each of the
following permits. We have assumed one meeting will be required for each of the permits.
A. Coordinate and apply for City of Santa Aha Building Department Permit.
B. Coordinate and apply for City of Santa Ana Electrical Department Permit.
C. Coordinate and apply for County Flood Control Permit for the storm drain/well
discharge construction into Santiago Creek.
D. Obtain State Health Department approval of the new well design.
City of Santa Ana
JOHN GARTHE RESERVOIR IMPROVEMENTS PHASE II
7
ASL Consulting Engineers
Scope of Work
TASK NO. 10 - BID PERIOD SERVICES
Assist City during Advertisement
1. Provide City with list of potential contractors.
2. Contact preferred contractors.
Bo
Assist City during Bid Period
1. Answer questions on the plans and specifications.
2. Assist City in review of bids.
3. Prepare bid tabulation.
4. Verify bids and references.
5. Make recommendations for award of contract.
TASK NO. 11 - SHOP DRAWING REVIEW
A. Log and track all shop drawing submittals.
Review and process shop drawing submittals. Based on the proposed project, we have
assumed that we will need to review a minimum of sixty (60) different shop drawing
submittals. For the purpose of this proposal, we have assumed that each submittal will
need to be reviewed only twice (the original submittal and one re-submittal).
TASK NO. 12 - CONSTRUCTION SUPPORT SERVICES
A. Attend pre-construction meeting.
Respond to Contractor's "Request for Information" (RFI).
1. Track and respond to all RFI's. For this proposal,
°
we have assumed
approximately thirty (30) RFI's will require our response.
Provide revised design details and clarification sketches in response to the
Contractor's RFI. We have assumed approximately fifteen (15) revised
details/clarification sketches will be required.
Technical Assistance
1. Answer technical questions that arise during construction.
2. Prepare modifications to the plans as requested by the City and/or field
personnel.
3. Evaluate and respond to contractor's request for change orders. We have
assumed a total of eight change orders will need our response.
4. Perform periodic site visits to review construction progress. We have assumed
a total of twenty (20) site visits will be required (two per each month of
construction).
D. Miscellaneous Printing and Reproduction.
City of Santa Ana
JOHN GARTHE RESERVOIR IMPROVEMENTS PHASE II
ASL Consulting Engineers
Scope of Work
TASK NO. 13 -
Ao
START-UP, 0 & M MANUAL, AND RECORD DRAWINGS
Assist with establishing testing activities for the Wellhead Facilities.
1. Review contractor's proposed testing and start-up procedure.
2. Analyze procedures with City staff.
3. Assist the contractor with any approved modifications to the testing and startup
procedure.
Prepare 0 & M manual based on information supplied by the contractor.
Prepare record drawings based on data provided by the contractor and/or City
construction manager.
ITEMS NOT INCLUDED
1. The City will pay directly for NPDES permitting, all laboratory testing of water
samples collected from discharge monitoring during development, and from the final
well blend sampling after construction of the new well has been completed.
2. Reproduction and distribution of the plan and specification package to contractors.
3. Payment of all fees for permits and applications.
4. City will assist in processing plans for City and County issued permits.
5. The City will supply all necessary field survey for the project.
6. Distribution and mailing of all addendum.
7. Processing of Contract Documents.
8. Construction management services including contract administration, change order
assistance, monitoring of construction schedule, field observation, and wellhead
facilities testing.
City of Santa Ana
ASL Consulting Engineers
JOHN GARTHE RESERVOIR IMPROVEMENTS PHASE II
9
A S S I G N M E N T S CERTIFICATE OF INSURANCE - ASL CONSULTING
ATTORNEY: TAMARA TRODDEN
DATE: 1/10/00 COMPLETED:
FILE NO: CONTACT: BETTY DANG (STEVE WORRAL, X331
DESCRIPTION:
REVIEW & APPROVE CERTIFICATE OF INSURANCE for
ASL CONSULTING ENGINEERS
3280 E. FOOTHILL BOULEVARD, STE. 350
PASADENA, CA 91107
ACTIONS:
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INflURER8 AFFORDING C;OVERAC~
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