HomeMy WebLinkAbout07 - Newport Blvd & 32nd Street ModificationCITY OF
F NEWPORT REACH
City Council Staff Report
October 28, 2014
Agenda Item No. 7
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: David A. Webb, Public Works Director- (949) 644 -3330,
dawebb @newportbeachca.gov
PREPARED BY: Andy Tran, Senior Civil Engineer
PHONE: (949) 644 -3315
TITLE: Newport Boulevard and 32nd Street Modification — Approval of Amendment No. 1
with VA Consulting, Inc. (CAP12 -0009)
ABSTRACT:
Final design of the Newport Boulevard and 32nd Street Modification project is currently underway.
Additional Civil Engineering services are needed to incorporate street lighting, traffic signal and landscape
improvements which were not included in the original Professional Services Agreement. Additional
environmental services are also needed to comply with the Mitigation Monitoring and Reporting Program
(MMRP).
RECOMMENDATION:
Approve Amendment No. 1 with VA Consulting of Irvine, California for additional Civil Engineering and
environmental services for the Newport Boulevard and 32nd Street Modification project at a not -to- exceed
price of $136,700, and authorize the Mayor and City Clerk to execute Amendment No. 1.
FUNDING REQUIREMENTS:
The current adopted budget includes sufficient funding for the approval of Amendment No. 1. The amount
of $136,700 will be expensed to Gas Tax fund account No. 7181- C2002048.
DISCUSSION:
The proposed project on Newport Boulevard and the intersection of Newport Boulevard and 32nd Street
has been developed in an effort to increase vehicle and bike capacity, improve safety and reduce traffic
congestion to an acceptable level of service. This roadway widening project is located on Newport
Boulevard between Via Lido and 30th Street and involves widening Newport Boulevard to accommodate
one additional northbound through lane from 30th Street to 32nd Street and one additional southbound
through lane from Via Lido to 32nd Street terminating as a right -turn only lane at 32nd Street. Bike lanes
on both sides of Newport Boulevard will be extended from Via Lido to 32nd Street. The intersection at
32nd Street will be modified to improve roadway geometrics.
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This project also involves the construction of raised landscaped medians, parkway trees and some other
landscaping, street light modifications with upgrades to LEDs, traffic signal modifications, and signing and
pavement striping. As a result of the roadway widening and the addition of vehicular and bike lanes, on-
street parking along Newport Boulevard between Via Lido and 30th Street will be removed and replaced
with a new parking lot. The new public parking lot will be constructed on the former bank property located
at the northwest corner of Newport Boulevard and 32nd Street. This new public parking lot, several other
existing public parking lots in the vicinity, and four privately owned parking lots on the west side of Newport
Boulevard will serve the existing businesses between 32nd Street and Short Street.
Since the original scoping of the concept and corresponding necessary Civil Engineering services,
additional street improvements are now planned to be incorporated in the final design including new LED
street lighting on Newport Boulevard, modification and upgrades of two additional traffic signals (at 30th
Street and Via Lido intersections) and extensive landscape improvements at the 32nd Street intersection.
Additionally, as a result of the environmental clearance process, some additional environmental services
will also be required to comply with the Mitigation Monitoring and Reporting Program (MMRP). To
accomplishment this, staff is requesting Council approve an amendment to the contract with VA
Consulting of Irvine, California for additional Civil Engineering and environmental services for the Newport
Boulevard and 32nd Street Modification project at a not -to- exceed price of $136,700. This will bring the
total design contract amount to $415,673.
ENVIRONMENTAL REVIEW:
The approval of Amendment No. 1 with VA Consulting is administrative and is not subject to the California
Environmental Quality Act ( "CEQA "). A Mitigated Negative Declaration (MND) has been prepared and
circulated for public review. Staff is recommending the adoption of the MND as part of a separate City
Council agenda item.
NOTICING:
The agenda item has been noticed according to the Brown Act (72 hours in advance of the meeting at
which the City Council considers the item).
ATTACHMENTS:
Description
Attachment A - Location Map
Attachment B - Amendment No. 1 with VA Consulting
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J
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PROJECT
LOCATION
FINLEY AVE.
NEWPORT BLVD AND 32ND ST
MODIFICATION
LOCATION MAP
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CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
C -4881 1 10/28/14
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AMENDMENT NO. ONE TO
PROFESSIONAL SERVICES AGREEMENT
WITH VA CONSULTING, INC. FOR
NEWPORT BOULEVARD AND 32ND STREET MODIFICATION
THIS AMENDMENT NO. ONE TO PROFESSIONAL SERVICES AGREEMENT
( "Agreement") is made and entered into as of this day of 2014
( "Effective Date "), by and between the CITY OF NEWPORT BEACH, a California
municipal corporation and charter city ( "City"), and VA CONSULTING, INC., a California
corporation ( "Consultant "), whose address is 46 Discovery, Suite 250, Irvine, California
92618, and is made with reference to the following:
RECITALS
A. On June 12, 2012, City and Consultant entered into a Professional Services
Agreement ( "Agreement ") for the Newport Boulevard and 32nd Street
Modification. ( "Project ").
B. City desires to enter into this Amendment No. One to reflect additional Services
not included in the Agreement, to extend the term of the Agreement to
December 31, 2016, and to increase the total compensation.
NOW, THEREFORE, it is mutually agreed by and between the undersigned
parties as follows:
TERM
Section 1 of the Agreement is amended in its entirety and replaced with the
following: 'The term of this Agreement shall commence on the Effective Date, and shall
terminate on December 31, 2016, unless terminated earlier as set forth herein."
2. SERVICES TO BE PERFORMED
Exhibit A to the Agreement shall be supplemented to include the Scope of
Services, attached hereto as Exhibit A and incorporated herein by reference ( "Services"
or "Work "). Exhibit A to the Agreement and Exhibit A to Amendment One shall
collectively be known as "Exhibit A." The City may elect to delete certain Services
within the Scope of Services at its sole discretion.
3. COMPENSATION TO CONSULTANT
Exhibit B to the Agreement shall be supplemented to include the Schedule of
Billing Rates, attached hereto as Exhibit B and incorporated herein by reference
( "Services" or "Work "). Exhibit B to the Agreement and Exhibit B to Amendment
No. One shall collectively be known as "Exhibit B."
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Section 4.1 of the Agreement is amended in its entirety and replaced with the
following: "City shall pay Consultant for the Services on a time and expense not -to-
exceed basis in accordance with the provisions of this Section and the Schedule of
Billing Rates attached hereto as Exhibit B and incorporated herein by reference.
Consultant's compensation for all Work performed in accordance with this Agreement,
including all reimbursable items and subconsultant fees, shall not exceed Four
Hundred Fifteen Thousand, Six Hundred Seventy Three Dollars and 00/100
($415,673.00), without prior written authorization from City. No billing rate changes
shall be made during the term of this Agreement without the prior written approval of
City."
The total amended compensation reflects Consultant's additional compensation
for additional Services to be performed in accordance with this Amendment No. One,
including all reimbursable items and subconsultant fees, in an amount not to exceed
One Hundred Thirty Six Thousand, Seven Hundred and 00/100 Dollars ($136,700.00).
4. INTEGRATED CONTRACT
Except as expressly modified herein, all other provisions, terms, and covenants
set forth in the Agreement shall remain unchanged and shall be in full force and effect.
[SIGNATURES ON NEXT PAGE]
VA Consulting, Inc. Page 2
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IN WITNESS WHEREOF, the parties have caused this Amendment No. One to
be executed on the dates written below.
APPROVED AS TO FORM:
CITY ATTORN Y'S OFFICE
Date: IU ILI
1 ' I w IV-
I
Aaron C. Harp 6lanna0-0�
City Attorney
ATTEST:
Date:
By:
Leilani I. Brown
City Clerk
Attachments:
VA Consulting, Inc.
CITY OF NEWPORT BEACH,
a California municipal corporation
Rush N. Hill, II
Mayor
CONSULTANT: VA Consulting, Inc., a
California corporation
Date:
By:
Max P. Vahid, P.E
President and CEO
Date:
Michael S. Carter
Secretary and CFO
[END OF SIGNATURES]
Exhibit A — Scope of Services
Exhibit B — Schedule of Billing Rates
Page 3
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EXHIBIT A
SCOPE OF SERVICES
VA Consulting, Inc.
Page A -1
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EXHIBIT "A"
REQUEST FOR ADDITIONAL ENGINEERING, LANDSCAPING, AND ENVIRONMENTAL SERVICES
FOR NEWPORT BLVD. AND 32ND STREET ROADWAY IMPROVEMENTS PROJECT
NEWPORT BEACH, CALIFORNIA
AMENDMENT No. 1
SCOPE OF SERVICES
Additional Roadway Improvements (VA)
VA's original proposal was based on the Concept Plan provided by the City in the
original RFP. The limits of the parkway widening improvements shown on this Concept
Plan ended at Finley Avenue. The final approved Concept Plan (prepared by VA)
extended the parkway widening improvements past Finley Avenue to Short Street. This
task includes the additional work involved to prepare the roadway, drainage, signing and
striping and traffic control plans and estimates for the parkway widening between Finley
Avenue and Short Street.
2. Additional Traffic Signal Modifications (VA)
VA's original proposal included the traffic signal modifications along Newport Boulevard
at the 32nd Street and Finley Avenue intersections only. Based on the final approved
Concept Plan and discussions with the City, traffic signal modifications will be required
at the Via Lido and 30th Street intersections as well. This task includes preparation of
additional two traffic signal modification plans and estimates.
3. Parking Lot and Wall Improvements (VA)
VA's original proposal did not include the parking lot improvements at the former bank
site and adjacent parking lot. In addition, per the Project IS /MND, a 6 -foot wall is
required at 3204 Marcus Avenue as a noise mitigation measure. This task includes the
preparation of plans and estimates for the new parking lot and wall.
4. As- Needed Archaeological and Paleontological Monitoring (Chambers)
As needed and to comply with mitigation measures CUL -1 and CUL -2 of'the Project
IS /MND, Chambers Group will provide a qualified archaeologist to monitor construction
activities for archaeological resources as well as a qualified paleontologist to monitor
construction activities for paleontological resources. Upon discovery of archaeological or
paleontological resources, a monitor will be provided by Chambers Group to assess the
resource and evaluate any potential impacts that may occur during additional
subsurface construction activities. The monitor will maintain notes in the form of an
Archaeological /Paleontological Monitoring Log that will be available to the Client upon
request at any time during the Project. The monitor may stop work in the area of a
resource if one is identified and if continued construction would likely cause additional
damage to intact materials. If needed, the monitor will be responsible for ensuring that
any intact cultural and paleontological deposits or features are properly identified and
recorded.
During the Project, if encountered, any identified human remains will be treated with
respect and in accordance with the procedure defined by the Native American Graves
Protection and Repatriation Act of 1990 (43 CFR 10) (NAGPRA). Chambers Group's
staff has experience in consulting with Native American Groups and representatives and
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will work alongside any Native American monitors that may be present at the site.
Additionally, Chambers Group staff has experience in working with the agencies to
identify the preferred method to address public concerns and questions while monitoring
during construction.
Daily Monitoring Costs: Chambers Group assumes one day of monitoring will cost
$950.00. The cost estimate for as- needed monitoring is based on an inclusive daily rate
for onsite monitoring at $950.00 per monitor per day. This cost includes time on site (8
hour days), equipment needed, vehicle usage, and Project management time. It is
assumed that one monitor would be utilized for this Project and would be responsible for
both archaeological and paleontological resources if resources are encountered. This
proposal assumes ten days of onsite monitoring.
Street and Parking Lot Light Improvements (JMD)
JMDiaz, Inc. (JMD) will develop the plans, specifications and estimates for the
decorative street lighting along Newport Boulevard between Via Lido and 30th Street.
The scope of these services is as follows:
a. Project Administration, Meetings, Research and Coordination
The JMD Team will meet with the City and confirm the Project scope, establish
key communication personnel, refine time schedules and finalize design criteria.
After review of the process to be followed, agreement on the design concept and
schedule will be reached. This will avoid confusion and delays later in the Project
development process and facilitate timely review and approval of submittals.
A total of two (2) meetings with City staff will be held to keep all parties informed,
resolve issues and successfully complete the Project.
JMD assumes that no portions of the Project are located within State right -of -way
nor will require any special permitting.
JMD will assemble, sort and review existing available information on the Project
area, including "as- built' plans, maps, studies, existing right -of -way and utility
information in order to become familiar with the Project, ascertain the
completeness and accuracy of available information and determine additional
information requirements.
Due to the straightforward nature of the Project, field review(s) for the Project is
anticipated to consist of the following:
1. The Project site will be field- inventoried to determine existing and
proposed locations of street lighting conduit, equipment, right -of -way,
sidewalk and miscellaneous topographic features, including gathering City
street lighting as- builts.
2. Any recommended additions or deletions to the Project will be developed
at this time. A recommendation will be made regarding improvements
necessary to achieve the City's objectives.
JMD will provide field base mapping and utility clarifications during field
reviews. Existing and proposed utilities obtained from VA will be shown on
the plans.
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4. JMD will identify existing underground and overhead utility lines that may
interfere with the location of street lighting equipment. For electrical
services, JMD will coordinate with the Southern California Edison
Company (SCE) for new or modification to existing service cabinet(s)
within the Project limits, if needed.
Conducting detailed field surveys as well as right of way engineering are not
included in this proposal.
b. Photometric Analysis and Concept Plan
JMD will prepare one (1) photometric analysis for the proposed street lights to be
installed within the proposed median islands, and one (1) photometric analysis
for the proposed parking lot lights. This analysis will determine the proposed
street light locations based on City- standard illumination levels or spacing
criteria. This analysis will also be based on the City- approved light standards
being proposed for this Project. Following the analysis, a concept plan will be
developed identifying the proposed locations of the new street lights.
C. Plans, Specifications and Estimate
After review and approval of the concept plan by the City, JMD will prepare
construction plans for the proposed street lighting improvements which comply
with City regulations and standards.
JMD will prepare two (2) detailed street/parking lot lighting plans at a scale of
1 " =40' and one (1) street lighting detail sheet. The plans will address the
following proposed street/parking lot lighting conditions:
1. A new city -owned street lighting system installed within the median islands
of Newport Boulevard between Via Lido and 30th Street.
2. A new city -owned parking lot lighting system installed within the proposed
parking lot at the northwest corner of Newport Boulevard and 32nd Street.
It is assumed that City standard details will be used for the street light pole
foundations and detailed structural calculations are not required.
JMD will also prepare a list of construction bid items, specifications and opinion
of probable construction cost for the Project. The opinion of probable
construction cost will include a list of proposed items, estimated quantities, and
current unit costs resulting in line -item cost estimates.
To ensure the correct conductor sizing, JMD will prepare voltage drop
calculations for the improvements. The calculations will be prepared in an Excel
spreadsheet format. Based on the National Electrical Code (NEC), the maximum
recommended voltage drop for a combination of both branch circuit and feeder
circuit should not exceed 5 %. This methodology has been successfully utilized in
previous Projects with the City of Newport Beach and will continue with this
Project unless the City determines a different value.
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d. Post- Design Support
JMD will provide post- design support which includes the following tasks:
The review of shop drawings will include up to two (2) working drawing
submittals, construction contractor's submittal for substitutions,
contractor's alternative construction approval and other submittals, as
requested by the City during construction.
Review /respond to up to two (2) contractor's BFI's /RFC's.
Prepare "as- built' drawings following construction completion.
6. Environmental Consulting Services (N &M)
Ninyo and Moore (N &M) will provide the following services as recommended in their
Initial Site Assessment for the Project and listed as mitigation measures in the Project
IS /MND:
a. Project Coordination, Work Plan and Health Safety Plan, and Permitting
Ninyo & Moore will prepare a work plan discussing the sampling activities for an
ADL survey and SI. A site - specific health and safety plan (HSP) will be included
in the work plan to address worker safety for each field activity. The HSP will be
reviewed and signed by a Certified Industrial Hygienist.
After the City of Newport Beach (City) reviews and approves our work plan and
prior to the initiation of field sampling, Ninyo & Moore will obtain an
encroachment permit from the City, conduct a site reconnaissance, mark
proposed boring locations, and contact Underground Service Alert (USA) to
request that they delineate locations of utilities in the proposed sampling areas.
b. Aerially Deposited Lead (ADL) Survey
N &M's proposed scope of services for the ADL survey to address potential
subsurface contamination (as required by mitigation measure HAZ -2 of the
Project IS /MND) will include the activities listed below:
Field Sampling and Laboratory Testing
Six borings will be advanced within the City right -of -way. Borings will be
advanced in the unpaved areas along northbound and southbound Newport
Boulevard, including locations at the intersection of Finley Avenue and 32 "d
Street. The borings will be advanced by hand auger and sampled to a depth
of up to 4 feet to collect samples for lead impact assessment. Samples will
be collected at the surface, and at approximate depths of 1.5, 3, and 4 feet
below ground surface (bgs). Duplicate samples will not be collected.
Soil samples will be properly preserved; information correctly entered on a
chain -of- custody, and transferred to a State - certified environmental testing
laboratory. Soil samples will be analyzed for the following.
• Up to 24 soil samples will be analyzed for total lead by United States
Environmental Protection Agency (EPA) Method 6010B.
• Soil samples, that have total lead concentrations greater than or equal to
50 milligrams per kilogram (mg /kg) will be analyzed for soluble lead by the
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C.
California Waste Extraction Test (WET) method. Approximately eight soil
samples (estimated) will be analyzed for soluble lead concentrations by
the WET method.
o Soil samples that have total lead concentrations greater than or equal to
100 mg /kg will be analyzed for soluble lead by the Federal Toxicity
Characteristic Leaching Procedure (TCLP). Approximately four soil
samples (estimated) will be analyzed for soluble lead by the TCLP.
Sampling equipment will be decontaminated with a soap and water wash,
followed by two water rinses. After sampling the boring will be backflled with
hydrated bentonite and surfaced with concrete.
Waste cuttings and decontamination water with be containerized in a
Department of Transportation - (DOT -) approved drum and left in a secure on
site location provided by the Client pending waste characterization and
disposal. Ninyo & Moore will arrange for disposal of the waste in accordance
with state and federal regulations.
ADL Report Preparation
Following receipt of the laboratory data, an ADL survey report will be prepared,
which will describe Ninyo and Moore's field methodologies and findings. The
report will include analytical results in narrative and tabular form, sample location
diagrams, and recommendations for additional assessment, if needed. The
report will be signed by a California Professional Geologist or Engineer.
Subsurface Investigation (SI)
N &M's proposed scope of services for the SI to address potential subsurface
contamination (as required by mitigation measure HAZ -1 of the Project IS /MND)
will include the activities listed below:
Field Sampling and Laboratory Testing
• Advance five borings to 10 feet from the locations of suspected impact. Soil
samples will be collected at the surface, 5, and 10, feet. Soil samples will be
screened in the field with a photo- ionization detector.
• Groundwater is expected to be encountered and will be sampled by a hydro-
punch TM or equivalent.
• Soil and groundwater samples will be properly preserved; information
correctly entered on a chain -of- custody, and transferred to a State - certified
environmental testing laboratory. The surface soil sample, the soil sample
with the highest PID reading, and the groundwater sample from each boring
will be analyzed for total petroleum hydrocarbons, volatile organic
compounds and Title 22 Metals in general accordance with EPA Methods
80156, 826013/5035, and 6000 /7000 series, respectively.
Sampling equipment will be decontaminated with a soap and water wash,
followed by two water rinses. After sampling the boring will be backfilled with
hydrated bentonite and surfaced with concrete.
Waste cuttings and decontamination water with be containerized in a DOT -
approved drum and left in a secure on site location provided by the Client
pending waste characterization and disposal. Ninyo & Moore will arrange for
disposal of the waste in accordance with state and federal regulations.
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SI Report Preparation
A SI report will be prepared following receipt of laboratory analytical data.
Analytical results will be compared to appropriate health screening levels. The
report will include a brief discussion of the site background, site characteristics,
environmental setting, description of the site investigation, conclusions,
limitations, tables, figures, photographs, soil boring logs, analytical results, and
recommendations. The report will be signed by a California Professional
Geologist or Engineer.
d. Hazardous Building Material Survey (HBMS)
Ninyo & Moore proposes the following scope of services for the HBMS (as
required by mitigation measure HAZ -3 of the Project IS /MND):
Field Sampling and Laboratory Testing
A California Certified Asbestos Consultant (CAC) or Site Surveillance
Technician will survey and inspect the existing building materials from the
structure planned for demolition to assess homogeneous areas, and
suspected asbestos containing materials (ACMs) within the structure.
Suspect building materials, including roofing materials will be collected in
accordance with EPA National Emissions Standards for Hazardous Air
Pollutants guidelines. Laboratory analysis of up to 75 samples (including
layers) will be analyzed by polarized light microscopy and conducted in
accordance with EPA Method 600 /R- 93/116 at a National Voluntary
Laboratories Accreditation Program certified laboratory with a 3 to 5 day
turnaround time. If additional samples are necessary, an additional cost of
approximately $15 per layered sample will be requested. Ninyo & Moore will
contact the Client prior to collection of additional samples.
Accessible painted surfaces within the interior and exterior of the structure
will be screened for lead content with an X -Ray Fluorescence (XRF)
instrument by a California Department of Public Health (CDPH) certified lead
inspector /assessor (LI /A) or CDPH lead sampling technician. The XRF will
be operated in accordance with the Performance Characteristic Sheet
associated with the instrument. The LCS Surveys will generally follow EPA
and Department of Housing and Urban Development (HUD) guidelines.
Testing of the painted surfaces will be patterned after the inspection protocol
in Chapter 7 of the HUD Guidelines. Multiple readings will be collected to
resolve inconsistencies in the test results.
A visual assessment of the structure will be performed to quantify
miscellaneous hazardous building materials including Universal Waste Rule
materials. This includes but is not limited to, potential mercury- containing
switches, polychlorinated biphenyls- containing light ballasts and switches,
fluorescent light tubes, Freon - containing refrigeration systems, and tritium
containing exit signs, which may be potentially affected by the upcoming
demolition activities.
HBMS Report Preparation
A HBMS report will be prepared for the structure to document the Project field
procedures and results of the surveys including descriptions, locations, condition
and approximate quantities of ACMs, LCSs, laboratory reports, conclusions, and
recommendations. ACM and LCSs will be quantified in square or linear feet of
material for the Clients use in their bid specifications. The report will be signed by
a CAC and LI /A.
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Assumptions for Environmental Consulting Services
The following assumptions have been made by Ninyo and Moore in the preparation of
their scope of services:
Ninyo and Moore services are subject to prevailing wage requirements.
No permits will be required other than the City encroachment permit for the right -
of -entry to the site for performing Ninyo and Moore's field work.
Ninyo and Moore will contact USA prior to performing their subsurface
evaluation. However, the City will provide Ninyo and Moore with any additional
information regarding the presence of utilities within the Project area. Ninyo &
Moore will not be responsible for utilities encountered during drilling that have not
been marked out or shown on the plans.
The borings will be backfilled with bentonite and surfaced to its original grade
with concrete.
G Laboratory testing will be performed using normal turn - around time for the
method.
Y Waste soil and decontamination water will be non - hazardous.
Traffic control will be performed in general accordance with the Work Area Traffic
Control Handbook Manual. Project- specific traffic control plans will not be
needed.
The visual observations made and material sampling /testing performed by
Ninyo & Moore for the HBMS will be limited to accessible areas of the structure.
As such, some materials and /or surfaces that are enclosed in wall cavities,
ceiling or canopy soffits, and behind plumbing fixtures may be inaccessible.
Laboratory testing of any suspect materials and /or surfaces, which are not
encountered during survey activities but are exposed during demolition activities,
is recommended, otherwise these materials should be assumed to be hazardous
materials containing. This proposal included up to 150 samples (including layers)
to be collected for asbestos content.
Proposal does not include asbestos polarized light microscopy point count
laboratory analysis.
Roofing samples will be collected as part of the scope of work. Ninyo & Moore
will immediately patch roof areas impacted by sample collection. Note that
collecting samples of roofing materials may invalidate roof warranties, of which
Ninyo & Moore will not be held responsible. If the .Client does not wish Ninyo &
Moore to collect roof samples, please notify us prior to the start of field survey
activities.
Additional Potholing (VA)
After preparation of the 50% Improvement Plans, it was determined that additional
budget for potholing will be required to locate active and abandoned utilities and avoid
conflicts with the proposed location of new underground utilities and signal poles with
deep foundations. This budget will be used as directed by the City's Project manager.
8. Preparation of Three (3) Additional Landscape Concept Plans
NUVIS will prepare three (3) additional Landscape Concept Plans. These Concept Plans
will include upgraded features such as decorative lighting, monuments, site furnishings,
water features, decorative hardscaping, and enhanced landscaping. The Project team
will present the alternatives to City Staff and the preferred alternative to City Council if
necessary.
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9. Preparation of One (1) Perspective Rendering of Preferred Alternative
NUVfS will prepare one (1) perspective rendering of the preferred Landscape Concept
Plan alternative. This rendering will be presented to City Council along with the preferred
Landscape Concept Plan.
10. Additional Project Management, Meetings and Coordination
This task includes the presentations to City Staff and City Council described in items 8
and 9 above in addition to the additional Project management and coordination required
to complete those tasks.
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EXHIBIT B
SCHEDULE OF BILLING RATES
VA Consulting, Inc.
Page B -1
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EXHIBIT "B"
REQUEST FOR ADDITIONAL ENGINEERING, LANDSCAPING, AND ENVIRONMENTAL SERVICES
FOR NEWPORT BLVD AND 32ND STREET ROADWAY IMPROVEMENTS PROJECT
NEWPORT BEACH, CALIFORNIA
AMENDMENT No. 1
FEE ESTIMATE
1. Additional Roadway Improvements (VA) ................................... ..............................$
11,500
2. Additional Traffic Signal Modifications (VA) .............................. ...............................
$
10,500
3. Parking Lot and Wall Improvements (VA) .................................. ..............................$
11,200
4. As Needed Archaeological and Paleontological Monitoring (Chambers) ..................$
9,500
5. Street and Parking Lot Light Improvements (JMD)
a. Project Administration, Meetings, Research and Coordination ............................
$
3,200
b. Photometric Analysis and Concept Plan ............................... ..............................$
3,100
c. Plans, Specifications and Estimate ....................................... ..............................$
12,100
d. Post - Design Support ............................................................ ..............................$
1,000
6. Environmental Consulting Services (N &M)
a. Project Coordination, Work Plan and Health Safety Plan, and Permitting ..........$
4,000
b. Aerially Deposited Lead (ADL) Survey ................................ ...............................
$
9,200
c. Subsurface Investigation (SI) ............................................... ..............................$ 25,300
d. Hazardous Building Material Survey (HBMS) ...................... ..............................$ 7,200
7. Additional Potholing (VA) ........................................................... ..............................$ 10,000
8. Preparation of Three (3) Additional Landscape Concept Plans . ............................... $ 12;200
9. Preparation of One (1) Perspective Rendering of Preferred Alternative ................... $ 2,200
10. Additional Project Management, Meetings and Coordination .... ............................... $ 4,500
TOTAL FEE ESTIMATE .......................................... ............................... .......................$136,700
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