HomeMy WebLinkAboutAdden 04 CAG-17-082 , Adden #4-18
Washington State
ig Department of Transportation
Supplemental Agreement Organization and Address
Number 4 Perteet,Inc.
Original Agreement Number 505 5th Ave.S.,#300
Seattle,WA 98104
CAG-17-082
Phone: 425-252-7700
Project Number Execution Date Completion Date
June 1,2019
Project Title New Maximum Amount Payable
N.Park Avenue Extension-Preliminary Design and Design $626,721
Description of Work
This phase of the project will prepare construction documents up to the sixty percent(60%)design level to construct improvements
for the Park Avenue N extension between Logan Avenue N and the Southport development.
The Local Agency of City of Renton
desires to supplement the agreement entered in to with Perteet,Inc
and executed on May 1,2017 and identified as Agreement No. CAG-17-082
All provisions in the basic agreement remain in effect except as expressly modified by this supplement.
The changes to the agreement are described as follows:
Section 1, SCOPE OF WORK, is hereby changed to read:
See exhibit 4-A Scope of Work
I I
Section IV, TIME FOR BEGINNING AND COMPLETION, is amended to change the number of calendar days
for completion of the work to read: June 1,2019
III
Section V, PAYMENT, shall be amended as follows:
Increase total contract amount from$234,332 to$626,721.
as set forth in the attached Exhibit A, and by this reference made a part of this supplement.
If you concur with this supplement and agree to the changes as st: -d above, ple-.e sign in the A�� �e
spaces below and return to this office for final action. / ``Q ,FtEN 0' ,���''''
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1 Irk By:
Denis Mayer *
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DOT Form 140-063
Revised 09/2005
City of Renton Park Ave. N. Extension-60%Design
Exhibit"A"
Summary of Payments
Basic Supplement#1 Supplement#2
Agreement Time Extension Time Extension Supplement#3 Supplement#4 Total
Direct Salary Cost $ 46,162 $ - $ - $ 4,906 $ 83,300 $134,368
Overhead
(Including Payroll Additives) $ 84,911 $ - $ - $ 9,025 $ 153,222 $247,158
Direct Non-Salary Costs $ 2,450
$ $ $ 54,176 $ 129,211 $185,837
Fixed Fee $ 14,772 $ - $ - $ 1,570 $ 26,656 $ 42,998
Management Reserve $ 11,360 $ - $ - $ 5,000 $ - $ 16,360
Total $ 159,655 $ - $ - $ 74,677 $ 392,389 $626,721
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PARK AVENUE N EXTENSION-FINAL DESIGN PHASE
Agreement with Perteet Inc. April 30,2018
Exhibit 4A
During the term of this Contract, Perteet, Inc. (CONSULTANT) will perform professional services for
the City of Renton (CITY), as detailed below:
INTRODUCTION
The project will construct improvements to extend Park Avenue N from the existing
intersection with Logan Avenue N northward to connect to the Southport site now under
construction.The purpose of the roadway extension is to provide a connection to the Southport
development and relieve congestion on Lake Washington Boulevard.
GENERAL SCOPE OF SERVICES
This phase of the project will prepare construction documents up to the sixty percent (60%)
design level to construct improvements for the Park Avenue N extension between Logan
Avenue N and the Southport development. Services not included in this scope of services are
specifically excluded from the scope of the CONSULTANT's services.The CONSULTANT assumes
no responsibility to perform any services not specifically listed in this scope of services. If
agreed to in writing by the CITY and the CONSULTANT, the CONSULTANT shall provide Optional
Services. Optional Services are not included as part of the Basic Scope of Services and shall be
paid for by the Client in addition to payment for Basic Services, in accordance with the
CONSULTANT's prevailing fee schedule as agreed to by the CITY and the CONSULTANT. At the
CITY's request, the CONSULTANT may be asked to provide environmental support and/or
construction management services. The CONSULTANT reserves the right to shift funds within
the Contract between Tasks, and between members of the CONSULTANT team during the
prosecution of the work.
Currently only local agency funds will be used in the planning, design, and/or construction of
the project. The CONSULTANT will use procedures outlined in the WSDOT Local Agency
Guidelines (LAG Manual) during development of the project.
Task 1 - Project Management
Task 2-Agency/Large Property Owner Coordination and Planning
Task 3-Public Involvement Program
Task 4-Right-of-Way Acquisition
Task 5-Geotechnical Engineering Services
Task 6-30% Plans and Estimate
Task 7-60% Plans, Specifications and Estimate
Task 8-Franchise Utilities Review and Coordination
Task 9-60% Stormwater Report
Task 10-Supplemental Survey and Basemapping
Task 11-Structural Design of Signal Pole Foundations
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PARK AVENUE N EXTENSION-FINAL DESIGN PHASE
Agreement with Perteet Inc. April 30,2018
Task 12 —Boeing Electrical Duct Bank Modifications
Task 13 —Management Reserve
OPTIONAL SERVICES
The CONSULTANT may be asked by the CITY to provide optional services. Optional services that
may be performed include:
• Assistance with preparation of environmental documentation and permits
• Assistance with preparation of grant funding packages
• Preparation of 90%and Final Design Documents
• Assistance during Bidding
• Services during Construction
Providing optional services will require a supplement to this agreement.
TIME FOR COMPLETION
All work under this contract will be completed within four(4) months (120calendar days) of
notice to proceed.
Task 1 — Project Management
1.1 Continuous Project Management
The CONSULTANT will provide continuous project management administration (billing invoices,
monthly progress reports, consultant coordination) throughout the project's duration (assume
four [4] months).
1.2 Budget and Schedule Oversight
The CONSULTANT will monitor project budget and schedule. Schedule will be developed using
MS Project 2013. Schedule will be updated on a monthly basis.
1.3 Work Plan
The CONSULTANT will.update the work plan developed during the previous phase of the project
for this phase of the project including communication plan, deliverables, quality control plan,
and procedures for change management.
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PARK AVENUE N EXTENSION-FINAL DESIGN PHASE
Agreement with Perteet Inc. April 30,2018
1.4 Project Coordination Meetings
The CONSULTANT will attend bi-weekly Project Coordination meetings with key CITY staff to
discuss the project and report on progress. Attendance will consist of up to two (2)
CONSULTANT task leads, CONSULTANT project manager, CITY project manager, and other CITY
staff as determined by the CITY's project manager to review project status and coordinate
activities for current work tasks. Meetings will be held at Perteet's offices. Prepare and
distribute meeting minutes. Assume eight (8) meetings total.
1.5 Quality Assurance/Quality Control Program
The CONSULTANT will conduct an internal quality assurance program prior to major submittals.
Major submittals are defined as the 60%construction documents.This task will supplement the
continuous quality assurance program by conducting a detailed review of each major submittal
for compliance with project criteria and consistency with the project goals.
Deliverables:
• Invoice and progress reports submitted monthly in hard copy via US Mail. Twelve (12)
prepared invoices will be submitted.
• MS Project Gantt Schedule submitted every other month in hard copy with project
invoices via US Mail. Four (4) schedule updates will be submitted.
• Project work plan, and change management procedures submitted via e-mail in PDF
format. One (1) project work plan will be submitted.
• Meeting Agendas outlining likely discussion topics for each Project Coordination
Meeting, submitted via e-mail in MS Word format at least one (1) working day before
each meeting.
• Meeting Minutes documenting each Project Coordination Meeting, submitted via e-mail
in MS Word format within three (3) working days of each meeting.
• Markups of major submittal quality control reviews in hard copy format with each major
submittal. One (1) quality control review document will be submitted for each of the
following:
o 60%Construction Documents
o Utility Conflict Analysis Memorandum
o 60%Stormwater Report
Task 2 —Agency/Large Property Owner Coordination and Planning
This element of the work includes efforts to coordinate the project development with other
agencies and adjoining large property owners. Known key entities include the City of Renton
(CITY), the Boeing Company(BOEING), Burlington Northern Santa Fe Railroad (BNSF), Puget
Sound Energy(PSE) and SECO. The US Fish & Wildlife Service (USFW), the US Army Corps of
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PARK AVENUE N EXTENSION-FINAL DESIGN PHASE
Agreement with Perteet Inc. April 30,2018
Engineers (USACOE), the Tribes, and Washington State Department of Ecology(DOE) will also
have interest in the project, and the CONSULTANT encourages their involvement early in the
project.
2.1 Agency/Large Property Owner Coordination and Planning
Organize and attend up to six (6) two-hour coordination meetings with the agency/large
property owner stakeholders. These meetings will to the maximum extent possible be joint
meetings to share project status, issues, and areas of concern. Keeping these entities informed
typically benefits the project with shorter approval cycles from the agencies and keeps the large
property owners informed of project status.
Deliverables:
• Attendance of up to two (2) CONSULTANT staff members for each Coordination
meeting, for a total of two (2) hours per staff member. Up to twelve (12) meetings are
anticipated.
• Meeting Agenda for Coordination meetings, submitted via e-mail in MS Word format at
least two (2) days before each meeting. Up to six (6) coordination meeting agendas will
be prepared.
• Meeting Minutes from Coordination meetings, submitted via e-mail in MS Word format
within three working days of the meeting. Up to six (6) Coordination meeting minutes
will be prepared.
Task 3 — Public Involvement Program
The key goal of the public involvement program is to inform the community about the
proposed improvements to the Park Avenue N Extension by providing public information. Tasks
to achieve this goal include:
3.1 Council Briefing
CITY staff will conduct a study session meeting with the Renton City Council (COUNCIL) to keep
the COUNCIL informed of project progress and to solicit decisions.The meeting will follow the
60-percent design submittal to inform the COUNCIL of project status. The CONSULTANT will
provide a brief summary of presentation purpose for inclusion in COUNCIL pre-meeting
packets.
Deliverables:
• Summary of presentation purpose for inclusion in COUNCIL pre-meeting packets,
submitted in MS Word format via e-mail one (1)week before each presentation.The
CONSULTANT anticipates the summary will be brief, on the order of^250 words.
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PARK AVENUE N EXTENSION-FINAL DESIGN PHASE
Agreement with Perteet Inc. April 30,2018
3.2 Project Web Site
The CONSULTANT will support a project web site maintained by the CITY to provide current
project information and opportunity for project feedback. This allows active community
participation throughout the project. The CITY will host the project website and post materials
to the website. The CONSULTANT will provide up to two (2) project updates for posting by the
CITY in conjunction with project meetings and presentations.
Deliverables:
• Two (2) project updates consisting of meeting materials, presentations, comment
summaries, and other materials prepared under other tasks in PDF format for posting by
the CITY on the project website.
Task 4— Right-of-Way Acquisition
Right-of-way acquisition services to be provided include development of right-of-way plans
along with fee simple or easement documents to be used by Abeyta &Associates (ABEYTA)to
acquire property necessary to construct the project.
4.1 Right-of-Way Plans
The CONSULTANT will prepare right-of-way plans for the project following the WSDOT LAG
Manual procedures. The right-of-way plans will have the appearance of WSDOT style right-of-
way plans, but will not follow the strict adherence to line symbology and font format of
WSDOT. The right-of-way plans will be prepared at 1"=50' scale, and for each property identify
the existing property area, any required acquisition (whether fee simple or easement), and
remaining property area.
4.2 Legal Descriptions
The CONSULTANT will prepare two (2) legal descriptions describing each property fee simple or
easement acquisition. Legal descriptions will not be prepared for right-of-entry situations for
elements such as driveway reconstruction. A total of two (2) parcels have been identified that
may require property acquisition. No parcel maps will be prepared for the legal descriptions.
4.3 Right-of-Way Acquisition
ABEYTA will prepare and review appraisals and conduct negotiations with property owners in
the corridor under a separate contract directly with the CITY. The CONSULTANT will coordinate
with ABEYTA during this process and anticipates up to six (6) meetings will be required
specifically for the right-of-way negotiations, each lasting up to four(4) hours. Appraisals,
review appraisals, and negotiations will be conducted by ABEYTA in accordance with the
WSDOT Right-of-Way Manual and the project's federal funding.
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PARK AVENUE N EXTENSION-FINAL DESIGN PHASE
Agreement with Perteet Inc. April 30,2018
Deliverables:
• One (1) set of Right-of-Way Plans at 1"=50' scale on 22" x 34" bond, submitted in hard
copy form and delivered by US Mail.
• Legal descriptions on 8.5" x 11" documents describing the easement or right-of-way to
be acquired. Included with the legal description will be a diagram illustrating the
acquisition (the diagram will not illustrate the entire parcel).
Task 5 — Geotechnical Engineering Services
The proposed work for geotechnical services will be conducted by HWA GeoSciences (HWA) as
a SUBCONSULTANT to the CONSULTANT(Perteet) and include the following tasks:
5.1 Geotechnical Project Setup
• Geotechnical Invoicing Setup: Upon notice to proceed, HWA will complete project
setup procedures. This will include configuring the project in HWA's accounting
software.
• Attend Project Kickoff Meeting: HWA will attend one (1) project kickoff meeting with
the CITY and the design team. This meeting will review project objectives,
communication protocol, and schedule. HWA assumes that this meeting will take place
at the CITY's office.
• Collect and Review Available Geotechnical Data: HWA will review readily available and
relevant information along the project corridor. This review will include online
geotechnical databases,geologic maps and HWA library.
5.2 Explorations (Geotechnical Borings)
• Plan Field Exploration Program: HWA will plan and coordinate a geotechnical
exploration program for the project. The program will consist of conducting up to six (6)
geotechnical borings along the corridor in support of retaining wall design, signal pole
design, luminaire foundation design, railroad crossing design, and identification of
potentially compressible soil deposits that could affect the proposed roadway. Planning
will include identification of the location of the geotechnical borings, development of
traffic control plans (if required) and coordination of required equipment, flaggers, and
utility clearance.
• Conduct Utility Locates for Geotechnical Explorations: Prior to generating the
geotechnical work plan, HWA will mark the proposed exploration locations and arrange
for utility locates using the Utility Notification Center. Utility location marks will be used
to verify proposed field exploration locations prior to development of traffic control
plans.
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PARK AVENUE N EXTENSION-FINAL DESIGN PHASE
Agreement with Perteet Inc. April 30,2018
• Generate Geotechnical Work Plan Memo: HWA will prepare a Geotechnical Work Plan
Memorandum for the exploration program. This work plan will be submitted to the CITY
for review and approval.The work plan will detail the type, location, and extent of
proposed field explorations along with logistics necessary to perform the work such as
traffic control plans and staging areas. The work plans will also be used for utility
locating clearances and for permitting that may be necessary to access the exploration
locations. We assume the CITY or the CONSULTANT, in support of this project, will
acquire and provide any required permits or right of entries at no cost to HWA.
• Conduct Explorations(Geotechnical Borings): HWA will conduct a series of up to six (6)
geotechnical borings along the project corridor to assess the subsurface soil conditions.
Geotechnical borings will be conducted both within and outside existing pavement
areas. Any geotechnical borings conducted within the pavement areas accessing
BOEING will be drilled during the day-time hours of 9am to 3pm with appropriate traffic
control measures. Each boring will be drilled to a depth of 20' to 30' below ground
surface. Boreholes will be patched with rapid-setting Portland cement concrete.Traffic
control to consist of Arrow Board Mounted Attenuator Truck behind coned off work
area for both coring and pavement patching by subcontractor. Flaggers may be utilized
as needed (assume one [1] day of flaggers).
HWA will install a groundwater monitoring well in one (1) boring location along the
corridor to monitor groundwater fluctuations.The location of the well will be
determined in the field based on observed soil and groundwater conditions at the time
of drilling. HWA will install a flush-mounted steel monitoring well monument at the
location of the monitoring well. HWA will install data logging transducers in the well to
measure water levels over a period of one (1) year. Upon completion of design, the
monitoring well will be decommissioned by the contractor in accordance with the DOE
requirements.
Each geotechnical boring will be logged by an HWA geotechnical engineer or HWA
engineering geologist. HWA will patch each boring conducted through the pavement
with quick drying concrete upon completion of the boring.
• Generate Boring Logs and Assign Laboratory Testing: HWA will prepare summary
boring logs and perform laboratory testing to evaluate relevant physical properties of
the site soils. Laboratory testing would include moisture content, hydrometers, grain-
size distribution, one dimensional consolidation tests, and Atterberg Limits.
• Groundwater Monitoring: HWA will install a groundwater monitoring transducer in the
proposed monitoring wells. The transducer will be set to acquire groundwater elevation
readings every half an hour for the duration of one (1) year. A Hydrogeologist from HWA
will make two (2) visits to download and process the groundwater data.This data will be
used to provide geotechnical design recommendations and to provide prospective
contractors with an accurate representation of the seasonal groundwater variations
across the site.
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PARK AVENUE N EXTENSION-FINAL DESIGN PHASE
Agreement with Perteet Inc. April 30,2018
5.3 Geotechnical Design Services
• Evaluate Field and Laboratory Data: Based on the borings and the laboratory test
results of selected samples, HWA will generate estimates of the soil strength and other
properties needed to evaluate the effects the subsurface conditions will have on the
proposed improvements.
• Develop Geologic Profiles: HWA will develop a geologic profile along the project
alignment. The location and orientation of the geologic profiles will be determined
based on the needs of the project. All geologic profiles will be included in our
geotechnical reports.
• Generate AASHTO Seismic Design Parameters: Based on the soils encountered along
the alignment, HWA will determine the Site Class for seismic design. The design spectral
acceleration parameters will then be selected in accordance with the AASHTO
Specifications for Road and Bridge.
• Settlement Evaluation: In the event that HWA identifies potentially compressible soils
along the project alignment, HWA will evaluate the soils for potential primary and
secondary settlement impacts associated with the proposed improvements.
• Evaluate Retaining Walls: HWA will evaluate the impact of the proposed improvements
and fill retaining wall options along the corridor that may be used to minimize impacts
on adjoining properties. HWA will provide design parameters for retaining wall design.
• Stormwater Facility Analysis: HWA will provide geotechnical recommendations for
required stormwater facilities as they pertain to this project. HWA assumes that
stormwater management facilities will consist of detention facilities that could be either
open ponds or detention vaults.
• Signal Pole, Railroad Crossing Arms, and Luminaire Foundation Analyses and
Recommendation: HWA will evaluate the data derived from our field investigations and
laboratory testing to complete geotechnical engineering analyses to provide required
signal pole, railroad crossing arm foundations, and luminaire foundation
recommendations as required. HWA assumes that signalization improvements and
luminaire foundations will be designed based on WSDOT standard plans and
procedures.
• HWA QA/QC: HWA will have all design calculations and recommendations reviewed by
a senior principal prior to distribution to the CONSULTANT or the CITY.
• Project Coordination Meetings: HWA will attend up to two (2) project coordination
meetings, at either the CITY's office or CONSULTANT's Seattle office. HWA's attendance
will be used to convey the geotechnical considerations of the site to the CITY and the
CONSULTANT.
• Prepare Draft Geotechnical Engineering Report: HWA will prepare a draft geotechnical
engineering report for the project. This report will contain the results of the
geotechnical engineering investigation, including description of surface and subsurface
conditions; a site plan showing exploration locations and other pertinent features;
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Agreement with Perteet Inc. April 30,2018
summary boring logs; and laboratory test results.The report will provide geotechnical
recommendations for each of the proposed improvements.
• Prepare a Final Geotechnical Engineering Report: HWA will finalize our geotechnical
engineering report once we receive review comments from the CONSULTANT and the
CITY.
• Conduct Plan and Specification Review: HWA will conduct a plan review at the sixty
percent (60%) milestones to ensure that the geotechnical aspects of the project have
been properly incorporated into the project plans.
5.4 Project Management
• Invoice Generation and Processing: HWA will prepare monthly invoices and progress
reports for the duration of the design phase of the project.
• Geotechnical Task Management: HWA will provide geotechnical task management to
all geotechnical related aspects of the project. HWA will correspond with the CITY and
the CONSULTANTin the form of emails, fax, and telephone calls, as necessary.
CITY Responsibilities:
• All required rights of entry will be provided by the CITY at no cost to HWA.
Assumptions:
• The geotechnical explorations proposed herein will not be used to assess site
environmental conditions. However, visual or olfactory observations regarding
potential contamination will be noted. Analysis, testing, storage, and handling of
potentially contaminated soil and ground water(either sampled or spoils from drilling)
are beyond this scope of services. If contaminated soils and/or ground water are
encountered, the material will be properly contained on-site for disposal as mutually
agreed upon without additional cost to HWA.
• All non-contaminated drilling spoils and related debris will be drummed on-site and
transported off-site for disposal by the drilling subcontractor.
• HWA will be responsible for all post-drilling clean up.
• HWA assumes no concrete pavement below the surface asphalt and assumes that
coring will not be required prior to drilling the proposed borings.
• No Phase 1 or Phase 2 Environmental Site Assessment will be completed by HWA.
• All required street use permits will be provided by the CITY at no cost to HWA.
• All geotechnical borings conducted through the pavement and pavement cores will be
patched with quick-drying cement. Sawcutting of the pavement or hot-mix asphalt
patches will not be completed.
• The borehole locations will be surveyed by others.
• Pavement Design will be completed by the CONSULTANT.
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• No stormwater infiltration testing, above and beyond grain size screening, will be
completed as part of this scope of work.
• The site soils will support standard plan signal pole and luminaire foundations design.
No non-standard signal pole or foundation design will be required.
• The monitoring well installed as part of the field explorations will be maintained
throughout design and abandoned by the contractor during construction.
• The monitoring well will be installed within the shoulder or beyond the shoulder where
no traffic control will be needed for accessing the monitoring well.
• No uniform police office will be required for traffic control implementation during the
exploration program.
• Traffic control will be limited to only one (1) work day of a two (2) flagger crew to
conduct the exploration.
Task 6 — 30% Plans and Estimate
Thirty percent (30%) preliminary plans for a preferred design alternative will be prepared for
the project, based on the draft layout in Figure 1, and additional detail refinement discussions
with project stakeholders and CITY staff, and approved by the CITY. The CONSULTANT assumes
that the preliminary plans will fit on three (3) "base sheets", utilizing 11" by 17" sheets at 1" =
40' scale, and all components of the 30% plans featuring work in plan view will follow this
assumption.
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Figure 1. Conceptual Park Avenue N Extension.
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PARK AVENUE N EXTENSION-FINAL DESIGN PHASE
Agreement with Perteet Inc. April 30,2018
The CITY anticipates that some or all of the parcel north of the BNSF railroad tracks currently
owned by PSE will be purchased by SECO in order to extend the Southport development and its
network of proposed access roadways, and that this revised alignment will form the northern
tie-in point for the Park Ave N Extension. As a result,the roadway alignment illustrated in
Figure 1 is likely to be changed north of the BNSF railroad tracks to correspond to these
revisions. The CONSULTANT assumes that SECO will identify the revised access roadway
alignment early in the development of the 30% plans and submit to the CITY for review and
approval, and that the revised alignment will be informed by the CONSULTANT's design of the
proposed railroad crossing location, as vetted by the CITY. Once the CITY approves the
alignment and profile of the access roadway system, it will provide them to the CONSULTANT
for incorporation into the 30% plans, and these elements will not be changed thereafter.
At this time, a total of up to fourteen (14) plan sheets (based on three [3] base sheets) are
assumed as necessary for the 30% plans. These 30% plans will be used as a basis for
development of detailed plans in the PS&E phase of the project, and to develop a budget level
opinion of cost for the project. Specific preliminary plan components are anticipated to consist
of the following:
6.1 Cover Sheet (one [1] sheet, not to scale)
6.2 Typical Roadway Sections (one [1] sheet, to scale with vertical scale
exaggerated as needed/applicable)
6.3 Paving and Grading Plans (three [3] sheets)
The CONSULTANT will prepare plans demonstrating the project footprint and will include
horizontal alignment information, paving limits, limits of cut/fill required and match elevations
for other area projects identified in Task 3 from which basemap information is developed.
Existing utility features will be shown in halftone (screened).
6.4 Roadway Profiles (three [3] Sheets)
The CONSULTANT will prepare plans illustrating the roadway centerline profile. They will be
developed in conjunction with how the roadway profile will be compatible with the other area
projects identified in Task 3 from which basemap information is developed.
6.5 Preliminary Drainage Plans and Profiles (three [3] sheets)
The CONSULTANT will prepare plans demonstrating the project's proposed drainage
conveyance system and water quality/detention facilities. Existing utility features will be shown
in halftone (screened). These plans will illustrate the profile view for storm water drainage
pipes. Crossing utilities will be shown as a single vertical line if the elevation is unknown.
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PARK AVENUE N EXTENSION-FINAL DESIGN PHASE
Agreement with Perteet Inc. April 30,2018
6.6 Channelization Plans (three [3] sheets)
The CONSULTANT will prepare plans illustrating the preliminary channelization for the project,
including intersection channelization.
6.7 Opinion of Cost
The CONSULTANT will prepare an opinion of cost based on the 30% plans.The opinion of cost
will be based on unit prices, and incorporate about a 30%contingency to account for the level
of completeness of plan preparation, and to reflect past experience on similar projects within
the region.
The CONSULTANT will compile a draft set of the 30% plans and opinion of cost estimatefor
review and comment by CITY staff. CITY staff will consolidate all comments into one (1) package
for response by the CONSULTANT. The CONSULTANT will prepare a proposed response to each
comment received, and then conduct one (1) meeting with CITY staff to reconcile any
outstanding comments.After reconciling comments at this meeting, the CONSULTANT will
prepare and submit a final set of 30%plans and opinion of cost.
Deliverables:
• Five (5) copies of the draft 30% plans (half size, 1"=40' scale) and opinion of cost
estimate submitted in hard copy form and delivered by US Mail.
• Five (5) copies of the final 30% plans (half size, 1"=40' scale) and opinion of cost
estimate submitted in hard copy form and delivered by US Mail.
Task 7 — 60% Plans and Estimate
The CONSULTANT will prepare sixty percent (60%) construction plans based on the
recommended alternative identified during the 30%design and design report phase of the
project. It is assumed that the 60%design plans will fit on three (3) "base sheets", utilizing 11"x
17" sheets at 1" =40' scale. All plans identified below will be developed at this scale unless
noted otherwise. A key assumption is that the CONSULTANT will develop plans for the roadway
improvements across the PSE site.
At this time a total of up to 44 plan sheets (based on three [3] base sheets) are assumed as
necessary for the schematic plans. Specific 60% plan components are anticipated to consist of
the following:
7.1 Cover Sheet (one [1] sheet, not to scale)
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7.2 Legend and Abbreviation Sheet (one [1] sheet, not to scale)
7.3 Survey Control and Alignment Sheet (one [1] sheet, 1"=100' scale)
7.4 Typical Roadway Sections (two [2] sheets, not to scale)
7.5 Site Preparation, Erosion Control Plans, and Miscellaneous Details (four [4]
sheets)
The CONSULTANT will prepare plans identifying areas of removal and site preparation along
with Best Management Practices (BMPs) for erosion control. Existing utility features will be
shown in halftone (screened). One (1) sheet to document details for Temporary Sedimentation
and Control is included.
7.6 Paving and Grading Plans and Miscellaneous Details (four [4] sheets)
The CONSULTANT will advance the 30% paving and grading plans to the 60%design level,
including horizontal and vertical alignment information, paving limits, , limits of cut/fill
required, and earth retaining systems. Existing utility features will be shown in halftone
(screened). One (1) sheet to document details for curb ramps are included.
7.7 Drainage Plans/Profiles and Miscellaneous Details (seven [7] sheets)
The CONSULTANT will advance the 30%drainage plans and profiles to the 60% design level,
including the proposed drainage conveyance system and water quality facilities. Existing utility
features will be shown in halftone (screened). Two (2) sheets to document details of
anticipated water quality facilities are included.
7.8 Channelization and Signing and Details (four [4] sheets)
The CONSULTANT will advance the 30%channelization and signing plans to the 60% level,
including intersection channelization and sign tables documenting sign type, size and location.
One (1) sheet to document details for channelization and signing is included.
7.9 Illumination Plans and Details (four [4] sheets)
The CONSULTANT will prepare plan sheets at the 60% level for the illumination system along
the corridor detailing luminaire pole and foundation locations and associated conduit systems.
One (1) sheet to document details for luminaires, foundations, and associated conduit system is
included.
7.10 Traffic Signal Plans (five [5] sheets)
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The CONSULTANT will prepare signal plans at the 60% level, including detailed pole and
foundation information for the signal revision at Logan Avenue N and Park Avenue N. The
CONSULTANT assumes that a modified signal will be included for the intersections of Logan
Avenue N and Park Avenue N.
7.11 Planting Plans and details (four [4] sheets)
The CONSULTANT will prepare planting plans at the 60% level for proposed landscape
improvements. Irrigation will not be included in the project. Drought tolerant planting materials
will be utilized, with the anticipation that water trucks will be used on a limited basis through
plant establishment. Planting plan sheets will include schedules, notes, and details.
7.12 BNSF Railroad Crossing and Details (four [4] sheets)
The CONSULTANT will develop plans at the 60% level for the proposed roadway crossing at the
BNSF railroad tracks, including up to three (3) detail sheets to illustrate crossing gates and other
specific features required by BNSF.
7.13 Construction Staging Plans (three [3] sheets)
The CONSULTANT will prepare construction staging plans at the 60% level to demonstrate
possible traffic sequencing scenarios to maintain traffic in the corridor during construction.
Construction project stages will be illustrated on 11" x 17" plan sheets at 1"=100' scale.
7.14 Opinion of Cost
The CONSULTANT will prepare an opinion of cost for the 60%schematic plans, and will include
allowances for acquisition of right-of-way. The opinion of cost will be based on unit prices, and
incorporate contingencies to account for the 60% level of completeness, and to reflect past
experience on similar projects within the region. When preparing the opinion of cost, the
CONSULTANT will endeavor to keep the project within the construction cost identified in the
Design Report prepared by the CONSULTANT during an earlier phase of work. If the
CONSULTANT discovers that likely construction costs have increased from the 30% opinion of
cost, the CONSULTANT will make suggestions on how to bring the project back within budget.
In providing opinions of probable construction cost, the CITY understands that the
CONSULTANT has no control over the cost or availability of labor, equipment or materials, or
over market conditions or the Contractor's method of pricing, and that the CONSULTANT's
opinions of probable construction costs are made on the basis of the CONSULTANT's
professional judgment and experience. The CONSULTANT makes no warranty, express or
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implied,that the bids or the negotiated cost of the Work will not vary from the CONSULTANT's
opinion of probable construction cost.
Deliverables:
• The CONSULTANT will submit plans and opinion of cost estimate for the 60% level of
design for review and comment by CITY staff. CITY staff will consolidate all comments at
each review stage into one (1) package for response by the CONSULTANT. The
CONSULTANT will prepare a proposed response to each comment received, and then
conduct one (1) meeting with the CITY to reconcile any outstanding comments.
• Five (5) copies of the 60% plans (half size, 1"=40' scale) and opinion of cost estimate
submitted in hard copy form and delivered by US Mail.
Task 8 — Franchise Utilities Review and Coordination
8.1 Final Utility Conflict Analysis
Based on the thirty percent (30%) preliminary design, the CONSULTANT will prepare a one-to
two-page (1-2 page) memorandum to document potential utility conflicts and the potential
locations for franchise utilities to relocate. The CONSULTANT will develop a plan identifying
locations for potholing by the utilities of potential conflict locations and share it with the
respective franchise utilities as part of Task 8.2.
Deliverables:
• One (1) draft Utility Conflict Analysis Memorandum for CITY review and comment
submitted via e-mail in PDF format.
• One (1) final Utility Conflict Analysis Memorandum submitted via e-mail in PDF format.
8.2 Franchise Utility Coordination Meetings
The CONSULTANT will attend CITY-facilitated project utility coordination meetings at the CITY
(up to two [2] are assumed for this phase of the project). Topics to be covered include
anticipated project impacts and schedule, future utility infrastructure, potential conflicts and
their resolution, and timeframes required for any anticipated utility relocations.
Deliverables:
• Meeting Agenda for coordination meetings, submitted via e-mail in MS Word format at
least two (2) days before each meeting. The CONSULTANT will attend up to two (2)
coordination meetings will by two (2) CONSULTANT staff members per coordination
meeting.
• Meeting Minutes from coordination meetings, submitted via e-mail in PDF format within
three (3) working days of the meeting. The CONSULTANT will prepare up to two(2)
utility coordination meeting minutes.
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Task 9 — 60-Percent Stormwater Analysis and Report
The CONSULANT will perform a stormwater analysis of the project based on the sixty
(60%)percent schematic design.The results of this work will be summarized in a Technical
Information Report (TIR) conforming to CITY standards (based on the 2016 King County Surface
Water Design Manual (KCSWDM), with Renton Amendments. Coordination and concurrence
with CITY staff on Task 9.1 will be completed prior to performing Tasks 9.2 through 9.3. Prior to
the CONSULTANT beginning this work,the CITY will provide available relevant studies in the
area for the CONSULTANT to review.
9.1 Offsite Analysis
The CONSULTANT will delineate the project Threshold Discharge Areas (TDAs) and respective
discharge locations using available GIS mapping with contours, drainage basins, and known
stormwater conveyance systems. A total of up to two (2)TDAs are assumed. Maps to be
submitted as part of the Stormwater TIR will identify the project TDA limits and their relation to
the City's established basins if available, contributing off-site drainage areas, direction of flow,
existing conveyance and stormwater facilities if known, and downstream routes. The drainage
maps showing contributing land located up-gradient (upstream) of the project will be based
upon GIS contours provided by the CITY.This scope does not include conducting a detailed field
survey of land-use, impervious areas, or land cover of the drainage basins. The CONSULTANT
will conduct a downstream analysis consistent with the requirements of the KCSWDM for each
project discharge location. This will be a visual inspection of the downstream routes for one
quarter mile downstream of project discharge Iocations.The CONSULTANT will provide the CITY
with a summary of downstream parcels needing right-of-entry permission for downstream
observation. The CITY shall obtain right-of-entry to parcels to be visually inspected and provide
them to the CONSULTANT in advance of the visual inspection. The CONSULANT will prepare a
written assessment of the condition of the downstream conveyance which will be included in
the Stormwater TIR.This scope does not include any detailed hydraulic capacity analysis or
backwater analysis of the downstream conveyance systems.
Deliverables:
• Up to one (1) drainage basin/TDA map at a scale reasonable for the basin size (to be
submitted as part of the 30%Stormwater Technical Memorandum (See Task 9.2) and
the Stormwater TIR (See Task 9.3)).
• Design Criteria Memorandum listing design standards to be followed for stormwater
management on this project.
• Downstream drainage map identifying point discharge locations and downstream routes
extending from the project limits for one quarter mile (to be submitted as part of the
30%Stormwater Technical Memorandum (See Task 9.2) and Stormwater TIR (See Task
9.3)).
• Downstream Analysis consistent with the KCSWDM (included in the 30%Stormwater
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Technical Memorandum (See Task 9.2) and the Stormwater TIR (See Task 9.3)).
• Transcribed field notes and relevant photos from the visual inspection site visit
(included as an appendix in the 30%Stormwater Technical Memorandum (See Task 9.2)
and the Stormwater TIR (See Task 9.3))
9.2 Threshold Analysis, Water Quality Treatment, Flow Control, and Conveyance
The CONSULTANT will perform a threshold analysis for each project TDA delineated in Task 9.1,
and determine which core requirements will apply for each TDA. The CONSULTANT will
calculate the sizes and identify locations of flow control and water quality facilities if necessary
and flow control BMPs if any are feasible. A total of two (2) facilities for each flow control and
water quality may be necessary to serve the length of the project. The approximate size of the
facilities will be determined with the goal of locating them within the roadway prism. The
CONSULTANT will prepare a 30%Stormwater Technical Memorandum summarizing the
minimum requirements, recommendations for compliance, and appropriate comparison
criteria for the project.
Deliverables:
• Change in Land Cover Types Maps showing existing and proposed land covers to assist
with threshold analysis.
• Five (5) copies of the 30%Stormwater Technical Memorandum for CITY review and
comment submitted in hard copy form and delivered by US Mail as part of the 30%
submittal.
• Calculations necessary to size all stormwater facilities proposed for the project.These
calculations will include any maps or figures necessary as backup documentation to the
calculations and will be included as an appendix to the Stormwater TIR (See Task 9.3) as
part of the 60%submittal.
9.3 Technical Information Report (TIR)
The CONSULTANT will prepare a Stormwater Technical Information Report (TIR) documenting
the drainage analysis and design. The TIR will address the Core Requirements and how each is
being met, including any flow control and water quality facilities and flow control BMPs
proposed for the project.The report will follow the King County TIR format and include the
design information and calculations described in Task 9.2 of this scope.
Deliverables:
• Five (5) copies of the draft Stormwater TIR for CITY review and comment submitted in
hard copy form and delivered by US Mail as part of the 60% submittal.
Task 10— Supplemental Survey and Basemapping
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The proposed work for supplemental surveying and basemapping services will be conducted by
1 Alliance Geomatics (1AG) as a SUBCONSULTANT to the CONSULTANT and include the
following tasks:
10.1 Supplemental Survey and Basemapping
1AG will conduct potholing of existing utilities at up to six (6) locations, which may conflict with
proposed drainage facilities identified in preliminary design. 1AG will prepare field survey the
pothole locations to determine the location of utility conflicts for both horizontal and vertical
position. The CONSULTANT will incorporate field survey data collected into the basemap for the
final engineering phase of the project.
Deliverables:
• Incorporate supplemental utility conflict survey information into project basemaps for
use in project design.
Task 11 — Structural Design of Pole Foundations
The proposed work for Structural design services will be conducted by Chudgar Engineering
Company (CHUDGAR) as a SUBCONSULTANT to the CONSULTANT and include the following
tasks:
11.1 Foundation Type Options
The SUBCONSULTANT will review design drawings for illumination and signals, geotechnical
report, and project criteria. The SUBCONSULTANT will evaluate feasibility of foundation types:
deep foundation (shaft) and shallow foundation (pad footing). Concerns of encountering
groundwater and caving of excavation walls during construction is based on previous similar
work, and will be considered in feasibility.
11.2 Luminaire Pole Foundations
The SUBCONSULTANT will design foundations for two (2) types of luminaire poles: one (1) for
roadway-scale lighting and one (1) for pedestrian-scale lighting.The SUBCONSULTANT will
review the Geotechnical Report (See Task 5), evaluate the feasibility of using either a shaft or
pad footing, and recommend a design to the CONSULTANT for review and the CITY for review
and concurrence. If the CITY selects a shaft foundation type isselected, CHUDGAR's approach
will be to develop a design similar to foundations shown on WSDOT Standard Plan, Signal
Standard Foundation Plan (1-26.10-02). Both round and square foundation sections that include
a base plate and anchor bolts.
Develop drawings and details for luminaire pole foundations. The drawings and details will be
adapted from WSDOT Standard Plan, Steel Light Standard Foundation (J-28.30-03).
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11.3 BNSF Railroad Gate Foundations
The SUBCONSULTANT will design foundations for BNSF railroad gates based on a review of the
Geotechnical Report (See Task 5). The SUBCONSULTANT will evaluate the feasibility of using
either a shaft or pad footing, and recommend a design to the CONSULTANT for review and to
the CITY for review and concurrence. If the CITY selects a shaft foundation, the approach will be
to develop a design used on similar BNSF railroad crossings. The SUBCONSULTANT will design
both round and square foundation sections that include a base plate and anchor bolts.
The SUBCONSULTANT will develop drawings and details for BNSF railroad gate foundations.
11.4 Signal Pole Foundations
The SUBCONSULTANT will review proposed plans prepared by the CONSULTANT for signal poles
with signs and luminaires, and verify the adequacy of WSDOT standards for their design in
relation to the recommendations in the Geotechnical Report (See Task 5). The
SUBCONSULTANT assumes that poor soil conditions and a high water table are two (2) factors
to be considered in this evaluation.
All foundation calculations and drawings will be stamped and signed by a registered structural
engineer licensed in State of Washington.
Deliverables:
• Foundation plans and details for poles described above. Foundation drawings will be
cross-referenced in the Illumination Plans and Details (See Task 7.9) and the Traffic
Signal Plans (See Task 7.10) to denote site-specific background information. Separate
foundation plans along roadway alignment will not be developed.
• Supporting design calculations for poles described above.
Task 12 — Boeing Electrical Duct Bank Modifications
12.1 30% Design Plans and Opinion of Cost
The proposed work for BOEING electrical duct bank design services will be conducted by Casne
Engineering (CASNE) as a SUBCONSULTANT to the CONSULTANT and include the following
tasks:
The proposed extension of Park Avenue N encompasses an existing manhole used by BOEING
that will need to be relocated outside of the proposed roadway right-of-way. This will require
reconfiguration of existing power duct banks connecting to the manhole. The duct banks
originate in the power substation located just east of the extension of Park Avenue N and lead
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into the BOEING Renton plant. The approximate location of the existing manhole and the
related duct banks are illustrated in Figure 2.
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Figure 2-Boeing Duct Bank System
CASNE will develop thirty percent (30%) preliminary plans for relocation of the manhole and
the related duct banks and submit to CITY staff and BOEING for review and approval. CASNE
will design the new manhole and duct bank system any proposed splices will be at the location
of existing electrical system splices, i.e. at the completion of the relocation there will be no
more splices in the electrical system running from the electrical substation into the Boeing
plant than exist in the current electrical system today.
In order to develop the thirty percent (30%) plans, CASNE will prepare ten percent (10%)
conceptual plans of the proposed relocated manhole and associated duct bank work and
submit to CITY staff and BOEING for review and approval before proceeding to development of
thirty percent (30%) plans. Drawings will be created to meet BOEING Standard CAD files.
CASNE assumes that the ten percent (10%) conceptual plans for the relocated manhole and
associated duct bank will fit on two (2) "base sheets", utilizing 11" by 17" sheets at 1" = 40'
scale.
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CASNE assumes that the thirty percent (30%) preliminary plans for the relocated manhole and
associated duct bank will fit on eight (8)sheets, utilizing 11" by 17" sheets. Drawings shall be
created to meet BOEING Standard CAD files.
CASNE will prepare an opinion of cost for the relocated manhole, related duct bank system, and
associated electrical wiring work and submit the cost with the thirty percent (30%) plans.
Deliverables:
• Five (5) copies of the 10% BOEING Duct System conceptual plans (half size, 1"=40' scale)
submitted in hard copy and delivered by US Mail.
• Five (5) copies of the 30% BOEING Duct System plans (half size, 1"=40' scale) and
Opinion of Cost Estimate submitted in hard copy form and delivered by US Mail.
12.2 60% Design Plans and Opinion of Cost
CASNE will advance the thirty percent (30%) plans for the relocated electrical manhole and
associated duct bank to a sixty percent (60%) design stage, including the following elements:
• Plan view of proposed relocated manhole, associated duct bank, and BOEING electrical
drawings that will fit on thirty six (36) sheets, utilizing 11" x 17" sheets at 1"=40' scale.
The plan view will include station and offset to the manhole and any points where the
duct bank changes direction. The design will include BOEING electrical drawings that will
be required by Boeing to be updated for record electrical drawings. The design shall
include electrical removal drawings for Boeing to verify the scope of the duct bank work.
Drawings shall be created to meet BOEING Standard CAD files.
• Profile view of the proposed relocated manhole and associated duct bank at a
horizontal scale of 1"=40' and a vertical scale of 1"=10' when plotted on 11" x 17"
sheets.
• Electrical wiring diagram illustrating the proposed electrical system inside the new duct
bank system.
• 60%Opinion of Cost Estimate to be submitted with the sixty percent (60%) plans.
Deliverables:
• Five (5) copies of the 60% BOEING Duct System plans (half size, 1"=40' scale) and
Opinion of Cost Estimate submitted in hard copy form and delivered by US Mail.
Assumptions:
• No ductbank profiles or wiring diagrams will be developed for the thirty percent (30%)
submittal.
• The limits of new duct bank work will not extend more than 400-feet in either direction
of the existing manhole that is to be relocated.
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Task 13 — Management Reserve
Additional services may be performed by the CONSULTANT at the request of the CITY, but only
after written authorization has been given by the CITY defining the Scope of Services to be
performed.
Items to Be Prepared and/or Furnished by the Consultant
See deliverables under each task.
Items to be Furnished by the City
• Meeting rooms for public meetings.
• The CITY will be responsible for the printing, postage, and mailing of information to the
community.
• The CITY will advertise the project for construction.
• The CITY will print and distribute construction documents to plan hold centers and
prospective bidders.
DESIGN CRITERIA
The CITY will work with the CONSULTANT to develop the basic premises and criteria for the
design. Reports and plans, to the extent feasible, will be developed in accordance with the
latest edition and amendments of the following:
1. AASHTO 2010, "A Policy of Geometric Design of Highways and Streets."
2. WSDOT, "Standard Specifications for Road and Bridge Construction."
3. WSDOT, "Design Manual."
4. WSDOT, "Materials Laboratory Outline."
5. WSDOT, "Construction Manual."
6. WSDOT, "Local Agency Guidelines."
7. Highway Research Board's Manual entitled "Highway Capacity."
8. FHWA and WSDOT, "Manual on Uniform Traffic Control Devices for Streets and
Highways."
9. Standard drawings prepared by City of Renton and furnished to the Consultant will be
used as a guide in all cases where they fit design conditions and where no City of Renton
standard drawings are applicable; WSDOT Standard Plans will be used as a default.
10.AASHTO "Guide for the Development of Bicycle Facilities."
11. AASHTO 1993 "Guide for the Design of Pavement Structures."
12. WSDOT Highway Runoff Manual.
13. WSDOT Hydraulics Manual.
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14. King County Surface Water Design Manual.
15. 2012 Department of Ecology Stormwater Management Manual for Western Washington.
16. City of Renton Municipal Code.
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PE RTE E T EXHIBIT 4-D
Project PROMO-Park Ave N Extension-60%Design Contract Start Date 5212018 Last Update date 4272018
Client City of Renton Contract End Date 91302018 Perteet Project No. 20160266.002
PM Peter De Boldt Contract Duration: 4 Months
Principal Sr.Engineer Lead Engineer III Engineer 9 Engineer II Lead Accountant Clerical Total Labor Dollars
/Mgr Engineer/ Technician/ Hours
Mgr Designer
Task Billing Rate $83.17 $61.06 $45.00 $35.59 $31.00 $31.95 $36.75 $35.06 $20.30
Project Management
Continous Project Management 24.00 20.00 4.00 48.00 $3,358.00
Budget 8 Schedule Oversight 4.00 4.00 $333.00
Work Plan 2.00 4.00 6.00 $411.00
Project Coordination Meetings 16.00 24.00 8.00 48.00 $2,959.00
QA/QC Program 12.00 12.00 $998.00
Total Project Management 58.00 48.00 0.00 0.00 0.00 0.00 0.00 4.00 8.00 118.00 $8,05700
Agency/Large Property Owner Coord 8 12.00 18.00 6.00 36.00 $2,219.00
Planning
Total
&��Agency/Large Properly Owner Coom 12.00 18.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 36.00 $2,219.00
Public Involvement Program
Council Briefing 4.00 4.00 $333.00
Project Web Site 3.00 8.00 4.00
15.00 $615.00
Total Public Involvement Program 4.00 3.00 0.00 8.00 0.00 0.00 4.00 0.00 0.00 19.00 $948.00
Right-of-Way Acquisdon
Right-of-Way Plans 2.00 8.00 32.00 32.00 74.00 $2,970.00
Legal Descriptions 2.00 4.00 6.00 $411.00
Right-of-Way Acquisition 8.00 40.00 48.00 $3,108.00
Total Rghmo4WayAcquMbn 12.00 52.00 0.00 32.00 0.00 0.00 32.00 0.00 0.00 128.00 $6,488.00
Geotechnical Engineering Services 1.00 6.00 7.00 $450.00
Total Geotechnical Engineering Services 100 6.00 0.00 0.00 0.00 0.00 0.00 000 0.00 7.00 $450.00
30%Plans end Estimate
30%Plans 28.00 56.00 36.00 132.00 112.00 364.00 516,182.00
30%Opinion of Cost 8.00 12.00 32.00 12.00 64.00 $2,539.00
Total 30%Plans and Estknet. 28.00 64.00 48.00 164.00 12.00 0.00 11200 0.00 0.00 428.00 $18,721.00
60%Plans end Estimate
60%Design
60%Plans 22.00 44.00 70.00 296.00 308.00 740.00 $29,520.00
60%Opinion of Cost 4.00 8.00 24.00 16.00 52.00 51,954.00
Tote!60%Plans and Estimate 2200 48.00 78.00 320.00 16.00 0.00 308.00 0.00 0.00 792.00 $31,474.00
Franchise Utilities Review and Coordination 2.00 10.00 36.00 48.00 $2,058.00
Tote!Franchise Unties Review and 2.00 10.00 0.00 36.00 0.00 0.00 0.00 0.00 0.00 48.00 $2,058.00
Cooralnaton
Stomnvater Report
Identify Drainaage Basins 8.00 8.00 16.00 $654.00
Threshold Analysis,Water Quality 60.00 32.00 8.00 100.00 $4,016.00
Treatment,Flow Control and Conveyance
Draft Stormwater Report 8.00 40.00 8.00 4.00 60.00 $2,664.00
Total Stonnwster Report 0.00 8.00 108.00 0.00 0.00 32.00 24,00 0.00 4.00 178.00 $7,33400
Supplemental Survey and Basemapping 4.00 8.00 8.00 20.00 $823.00
Total Survey end 0.00 4.00 0.00 8.00 0.00 0.00 8.00 0.00 0.00 20.00 $823.00
Basemapping
Structural Design of Signal Pole 4.00 8.00 12.00 $529.00
Foundations
ToteFl Structural Design of Signal Pole 0.00 4.00 0.00 8.00 0.00 0.00 0.00 0.00 0,00 1200 $529.00
Boeing Electrical Duct Bank Modifications 8.00 32.00 32.00 12.00 84.00 $4,199.00
TodloteM rgEIacakelDuct Bank 8.00 32.00 0.00 32.00 0.00 0.00 1200 0.00 0.00 84.00 $4,199.00
icatio
Expenses '
Total Expenses 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 $0.00
Total Hours 147.00 297.00 234.00 608.00 28.00 32.00 500.00 4.00 18.00 1,868.00
Total Dollars $12,226.00 $18,135.00 $10,530.00 $21,639.00 $868.00 $1,022.00 $18,375.00 $140.00 $365.00 983,300.00
Expenses: Subconsultant Fees: Cost Markup Bill
CADD/Computer 4,960 1 Alliance Geomatics,LLC 8,963 8,963
Mileage-$.545 103 CASNE ENGINEERING,INC. 20,000 20,000
Postage and Delivery 30 Chudgar Engineering Company 27,715 27,715
Reproduction-Reimbursed 200 HWA GeoSciences Inc 67,240 67,240
Totals: 5,293 Totals: 123,918 123,918
SUMMARY
Direct Salary Cost $83,300.00
Overhead Cost 183.94% $153,222.00
Fee 32% $26,656.00
Labor $263,178.00
Expenses $5293.00
Subconsuhanls $123,918.00
CONTRACT TOTAL $392,389.00
v7.6.720(ASWANSON)-
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