HomeMy WebLinkAboutR-1993-098 CH2M Hill / Gateway / I-82 / Right-of-way1
A RESOLUTION
RESOLUTION NO. R-93-98
authorizing the City Manager and City Clerk of
the City of Yakima to execute Supplement #2 to
the agreement with CH2M Hill for professional
services.
WHEREAS, it is necessary to engage professional services
for the Yakima Gateway Project; and
WHEREAS, CH2M Hill has offered to perform those
professional services in accordance with the provisions of
the attached Supplement #2 to the agreement document; and the
City Council deems it to be in the best interest of the City
that the Supplement #2 to the agreement document be executed
by the City, now, therefore,
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA:
The City Manager and the City Clerk of the City of
Yakima are hereby authorized and directed to execute
Supplement #2 to the agreement with CH2M Hill for the purpose
mentioned above, a copy of which Supplement #2 to the
agreement is attached hereto and by reference made a part
thereof.
ADOPTED BY THE CITY COUNCIL this 14th day of SEPTEMBER, 1993.
ATTEST:
KIAJ--rt--, rg
CITY CLERIC
MAYOR
SUPPLEMENTAL AGREEMENT #2
Project No. SEA 32984
Agency City of Yakima
Name of Project Yakima Avenue/I-82 Interchange & Fair Avenue
Agreement No. 91-103/D-6015
Gentlemen:
The City of Yakima desires to supplement the agreement entered into with CH2M HILL,
Northwest, Inc. and executed on November 12, 1991 and identified as Agreement
No. 91-103/D-6015. 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:
I
Section 1, SCOPE OF WORK, is hereby changed to add: The Scope of Work and project
level of effort for Phase III of this project is detailed in Exhibit "B," Supplement No. 2, Phase
III - Final Design and Right -Of -Way Acquisition attached hereto, and by this reference made
a part of this agreement.
11
Section IV, TIME FOR BEGINNING AND COMPLETION, is amended to change date of
completion of the work to read September 31, 1995.
III
Section VI, SUBCONTRACTING, shall be amended by the addition of the attached Exhibits
G-1 for all subconsultants.
IV
Section V, PAYMENT, shall be amended as follows: A summary of payments under the
Basic Agreement & Supplement No. 2 is set forth in the attached Exhibit A, and by this
reference made a part of this supplement.
The maximum amount payable under this agreement as supplemented, inclusive of all fees
and other costs, is now $ 3,641,950
Supplemental Agreement #2
Page 2
If you concur with this Supplement and agree to the changes as stated above, please sign in
the appropriate spaces below and return to this office for final action.
Sincerely,
A ,
Consultant's Signature
r3)•lip •3
Date
A 1"1'EST:
City Clerk
City Contract No. `
nt/dt007/yaksup2b
Approving Authority
1`71 /993
EXHIBITA.XLS
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DATE: September 8, 1993
TIME. 12:01:51 PM
SEA 891.15
Exhibit "A"
Summary of Payments
Notes:
1. Not used.
2. Direct Salary Cost, Overhead and Fixed Fee include salary escalation
3. In accordance with a letter dated August 3, 1993 to the Yakima City Council, CH2M HILL will
give up $162,210 in Fixed Fee. Invoices for Supplement No. 2 will show a credit equal to the
Fixed Fee for the invoice period until the total credit for the project reaches $162,210.
4. Includes payroll additives
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Basic
Agreement
Supplement
No. 1
Supplement
No. 2
Total
Direct Salary Cost (See Note 2)
$75,057
$328,190
$378,341
$781,588
Overhead (See Notes 2 and 4)
$126,097
$551,360
$635,613
$1,313,070
Direct Non -Salary Costs
$63,845
$529,931
$509,400
$1,103,176
Fixed Fee (See Note 2)
$20,265
$88,611
$102,152
$211,028
Subtotal
$285,264
$1,498,092
$1,625,506
$3,408,862
Optional Services
$0
$73,298
$322,000
$395,298
Fixed Fee Credit ( See Note 3)
($20,265)
($88,611)
($53,334)
($162,210)
Total
$264,999
$1,482,779
$1,894,172
$3,641,950
Notes:
1. Not used.
2. Direct Salary Cost, Overhead and Fixed Fee include salary escalation
3. In accordance with a letter dated August 3, 1993 to the Yakima City Council, CH2M HILL will
give up $162,210 in Fixed Fee. Invoices for Supplement No. 2 will show a credit equal to the
Fixed Fee for the invoice period until the total credit for the project reaches $162,210.
4. Includes payroll additives
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FINAL I-82/Yakima Avenue
EXHIBIT B
Supplement No. 2
SCOPE OF WORK
FINAL DESIGN AND RIGHT OF WAY ACQUISITION
Phase III
YAKIMA GATEWAY PROJECT
CITY OF YAKIMA
CH2M HILL
September 1993
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Section 1
PROJECT DESCRIPTION, DELIVERABLES AND ENCLOSURES
PROJECT DESCRIPTION
The work of this phase consists of acquiring Right of Way, and preparing the PS&F package for Stage 1 of
the project titled "Yakima Gateway". The major features of the Stage 1 project are as follows:
1. Construction/reconstruction of the following elements as shown on Enclosure A, Alternative II.
•
•
Widening of Yakima Avenue to two lanes in each direction, plus left turn lanes and a
separated pedestrian/bicycle walkway.
East Lincoln Avenue and East "B" Street/Fair Avenue from half way between North 9th
and 10th Streets to Spruce Street. Three lanes will be constructed on Fair Avenue to
accommodate future widening.
The bridges to be designed are:
CL Line Overcrossing Fair Avenue
E. Yakima Avenue Overcrossing Fair Avenue
E. Yakima Avenue Overcrossing I-82 (Widening)
Retaining Walls:
J Line
Between the new CL Line Overcrossing of Fair Avenue and the existing CL Line
Overcrossing of I-82
Under CL Line Overcrossing of Yakima Avenue
TAR Line from I-82 to Fair Avenue.
Minor ramp widening at the Yakima Avenue ramp' terminals of the BR, CR, BL, and EL
Lines.
J Line from Fair Avenue to Yakima Avenue.
2. Construction of storm drainage facilities.
3. Construction of illumination facilities
• Yakima Avenue and Fair Avenue only at the intersections
• Interchange ramp terminals per the WSDOT Design Manual.
4. Construction of traffic signalization at six intersections:
• Yakima AvenuelBL/EL
• Yakima Avenue/BR/CR
• Yakima Avenue/J
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•
Fair Avenue/J
Fair Avenue/Pacific Street
Fair Avenue/TAR
5. Installation of signs and pavement markings.
6. Acquisition of necessary right of way for Stage 1 construction.
7. Installation of landscaping and irrigation.
8. Pavement design based on previous City designs.
9. Installation of a pedestrian and bicycle path.
10. Inclusion of the WSDOT PS&E for widening of the CL Line(M-Line)
11. Current program budget of $15.4M in 1994 dollars:
Right of Way $2.6M
Construction $9.7M
PE $3.1M
(Does not include $0.2M in WSDOT funds for the construction of the
CL Line improvements.)
•
•
•
•
PROJECT DELIVERABLES
Final Geotechnical Report
Final Hydraulics Report
One set of reproducible bidding and contract documents
(plans, special provisions, and engineers estimate only) in
WDOT format for the roadway, structures, drainage,
illumination, landscaping, irrigation, traffic
signalization, signing, channelization, and traffic control.
One set of reproducible bidding and contract documents
(plans, special provisions, and engineers estimate only) in
CITY format for the traffic signalization at Fair Avenue and
Pacific Street.
Utility Study technical memorandum
Wetland Study technical memorandum
Technical support for environmental permit applications
Community relations support
FINAL I-82/Yakima Avenue
• Right of way True Cost Estimate.
• Right of way Relocation Assistance Plan.
• Right of way appraisals.
• R/W acquisition, including signed right of way agreements, including negotiation diaries,
acquisition instruments, relocation assistance documents, or condemnation reports.
A. Interchange Conceptual Layout
B. Schedule
• AASHTO
• BDM
• DR
• DM
• DEA
• EA
• EPA
• FEA
• !±MA
• FHWA
• UC
• LOS
• NEPA
• NPDES
▪ R/W
• PPM
• PS&E
• SEPA
• TS&L
• USF&WS
• V/C
•
WSDOT
• WSP
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ENCLOSURES
ABBREVIATIONS
American Association of State Highway and Transportation Officials
WSDOT Bridge Design Manual M23-50
Design Report
WSDOT Design Manual M22-01
Draft EA
Environmental Assessment
Environmental Protection Agency
Final EA
Federal Emergency Management Agency
Federal Highway Administration
Interchange
Level of service
National Environmental Protection Act
National Pollutant Discharge Elimination System
Right of Way
WSDOT Plans Preparation Manual M22-31
Plans, specifications, and estimates
State Environmental Protection Act
Type, size, and location
United States Fish and Wildlife Service
Volume to capacity
Washington State Department of Transportation
Washington State Patrol
GENERAL ASSUMPTIONS
FINAL I-82/Yakima Avenue
The following assumptions have been made during preparation of the scope and fee estimates:
• Upon submittal of the 100 percent plans to HQ, the STATE will take over responsibility of the mylars
and complete the assembly of the final Contract Plans for bidding.
•
Upon submittal of the special provisions run list the STATE will prepare the draft special provisions.
The STATE will update the special provisions for the 90 percent and 100 percent submittals through
the use of the 'red and green' process. The STATE will assemble the final Contract Provisions,
including all boilerplate, the contractor proposal, prevailing wage rates and other information required
for bidding.
Upon the 90 percent submittal of the engineers estimate and the summary of quantities, the STATE
will enter the information into the Contract Administration and Payment System (CAPS). The STATE
will assemble the final Engineers Estimate.
The traffic signal at the intersection of Fair Avenue and Pacific Street wil be a separate construction
contract. It will be designed and packaged to CITY standards. Final compilation of the plans special
provisions and engineers estimate will be performed by the CITY.
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Section 2
RIGHT OF WAY SERVICES AND FINAL DESIGN
TASK 1
PROJECT MANAGEMENT
Subtask 1A
Project Management
The current project schedule (Enclosure B) will be updated and maintained for the project. One month
"horizon" schedules will be developed to plan the day-to-day activities of the project team. The schedule
will be updated periodically to reflect the current status of the project
Direction of the staff and review of their work over the course of the project will be provided. This is for
the overall project rather than a specific task and will provide guidance to the entire team.
This task will also prepare the monthly progress reports. Progress reports will discuss the work in the
previous month, the status of individual tasks, meetings attended, and outstanding information.
Monthly invoices will be prepared in accordance with the format setup for Phases I and II.
This task provides for the preparation, attendance, follow-up, and documentation of meetings over the course
of the project. These meetings will be the forum for the agencies to provide input and guidance for the
direction of the project. They will also be used to discuss project issues, approve submittals, and develop
potential solutions.
Periodic monitoring of the budget will occur over the course of the project. Current status as well as
projections to complete will be developed. This task is intended to help monitor costs and budgets and to
propose corrective actions. These actions could include formal requests for budget increases or scope
modifications or reductions.
Drawings and documents received and generated over the course of the project require management This
information will be filed and logged to facilitate ready and selective retrieval. A status of requested
information will also be maintained.
This project will be developed in several phases. This task provides for developing the scope for Phase IV
(services during construction).
Subtask 1B
Quality Control
The quality control and peer review program has particular emphasis on technical aspects resting with the
various technical disciplines (e.g., surveying, drainage, electrical, etc.). The overriding strategy of t e
program is to eliminate major defects in project work products and limit minor defects so as not to impact
client acceptance or contractor progress, and to minimize liability exposure. The program entails the
periodic review of study criteria, design, assumptions, and concepts and presentation of product format. This
determines that the overall project objectives are being fulfilled.
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Quality control includes technical discipline review, lead designer review, and senior review. Discipline
reviews will be performed while the detailed technical work is in progress (i.e., when computations are
completed, when sketches and preliminary drawings have been prepared but not yet submitted for drafting,
and when specifications and special provisions are ready for typing). Lead designers will review specific
products such as plans, reports, specifications, and other documents, at which time these products are
completed. Senior reviews will be performed for an overall task when and as defined in the quality control
program. Such reviews will be performed after project packages are assembled and before they are
submitted for review to the City of Yakima and affected agencies.
All scheduled senior reviews will be documented in a memorandum format to the project manager. The
project manager will be responsible for adjudication of comments/responses with respect to the project
scope, budget, and schedule.
TASK 2
PLANS, SPECIFICATIONS AND ESTIMATES
Subtask 2A
Geotecbnical Report
Assumptions
The following assumptions have been made during preparation of the scope and fee estimates:
Field Explorations and Laboratory Testing
Test pit excavations, rather than borings, can be used to define infiltration characteristics of
soil at drainage structure locations. No more than 2 days of test pit excavations, field
infiltration testing, and field pH testing will be required. Traffic control will be provided at
selected location.
No hazardous, dangerous, or contaminated soil will be encountered during the field
exploration or laboratory testing programs.
No special restoration procedures (e.g., hydroseeding, plantings, etc.) will be required after
test pit explorations.
• Foundation Design Studies
Interchange geometry does not change more than 25 feet, and embankment elevations do
not change more than 5 feet following completion of field explorations.
WSDOT prequalified walls will be used where structural earth (mechanically stabilized
earth -- MSE) walls are selected.
Bridge foundation design and construction does not deviate from methods described in the
Design Report
Field explorations confirm that soil at the site generally consists of relatively dense to dense
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.sand, gravel, and ambles below a depth of 10 feet.
• Administration
No more than 5 meetings with WSDOT HQ are required to rev the foundation design
studies.
Project Setup and Data Review
The CONSULTANT shall review CITY and WSDOT data relevant to the design and performance of
existing bridge foundations and retaining walls. Requirements for the design of bridge foundations and
retaining walls shalt be discussed with CITY and WSDOT staff. Final plans for field explorations and
laboratory testing shall be established with WSDOT.
Foundation Design Studies
The CONSULTANT shall perform engineering studies necessary for the design and construction of bridge
foundations, retaining walls, signal pole and sign foundations, and drainage facilities. A review of
construction staging requirements shall also be made.
The bridge foundation studies shall include evaluations of foundation types (e.g., pile
foundations, drilled shafts, or spread footings), foundation bearing capacity, and foundation
settlement.. Where appropriate, recommendations shall be prepared for response of bridge
foundations during seismic loading.
The retaining wall studies shall identify the applicability of wall types based on soil
conditions, alignment geometry, height, and backslope requirements. The wall selection
shall consider various wall types, including standard concrete cantilever, structural earth,
geotextile, rockery, and gabion. Wall pressures shall be determined for each wall. General
stability for sliding and overturning, bearing capacity, and settlement shall be evaluated for
the preferred wall. Retaining wall data sheets shall be prepared in accordance with
WSDOT requirements.
The signal pole and sign foundation studies shall be carried out for each location of signal
poles or cantilevered signs. Information about soil conditions chant be used to select the
foundation type and the depth of the foundation.
The drainage studies shall involve reviewing soil conditions and field data at location of
drainage structures. This information shall be used to make recommendations on
infiltration characteristics of the soil.
The construction requirements for bridge foundations, abutment fills, and retaining wall
shall consider the use of preloads and surcharges, temporary support requirements, and
embankment construction methods.
Geotechnical Report
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The CONSULTANT shall prepare a Geotechnical Report that summarizes the results of field and office
work described above. The report shall present
• A summary of field exploration methods, including test pit logs and water level
measurements
• A summary of laboratory testing methods including tabulated data
• A summary of engineering studies, including material property assumptions, descriptions of
computational methods, results of computations, and conclusions regarding design
• A discussion of geotechnical issues related to construction methods and sequencing,
including special provisions and drawing details that will be necessary for final design.
The CONSULTANT shall provide the following copies of a draft of the Geotechnical Report for review and
approval:
• 1 City of Yakima
• 1 Yakima County
• 13 WSDOT
Upon receipt of written review comments from the CITY, the County, and WSDOT, the CONSULTANT
shall finalize the draft report, incorporating the review comments where appropriate. The CONSULTANT
shall deliver the following copies of the finalized report:
1 City of Yakima
1 Yakima County
13 WSDOT
Subtask 2B
Final Hydraulics Report
The CONSULTANT is preparing the Preliminary Hydraulics Report under Supplemental Agreement No. 1.
The final Hydraulics Report shall be completed under this supplemental agreement and shall incorporate
project changes requested by WSDOT after their review of the Preliminary Final Design Report The
Hydraulics Report shall not be changed to reflect changes that occur during the PS&E phase. However, the
submittal dates of the final Hydraulics Report shall be included in the project schedule. The
CONSULTANT shall deliver the following copies of the final Hydraulics Report:
2 City of Yakima
15 WSDOT
Subtask 2C
PS&E Surveys
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Control Surveys
I-82/Yakima Avenue
This task shall perform horizontal and vertical control surveying along the route to establish centerline align-
ment and elevation control. The design surveys shall be tied into the control monumentation.
Topographic Surveys
Topographic surveys shall be completed along the route. These surveys shall locate and provide for
mapping of significant existing physical features not sufficiently defined by the aerial mapping.
Supplemental Cross Sections
Supplemental cross-section surveying shall be performed along the route. This will establish existing
elevations of the ground surface in critical project areas and at locations that were not observed in the
photogrammetric mapping.
Additional R/W Surveys
Proposed right of way locations shall be staked as necessary during acquisition process.
Utility Locations
Public and private utilities affected by this project shall be identified and located.
Utility subsurface elevations that can be obtained without excavation (i.e. pipe, catch basin and manhole
invert elevations, elevation of top of water valve operating nut, etc.) shall be measured. Utilities that do not
have existing visible features or as -built information shall be identified for possible potholing and discussed
with the CITY. Up to three days of backhoe operation for potholing is included
Foundation Locations
The CONSULTANT shall provide the horizontal and vertical control, and locations of borings, test pits etc.
in support of the geotechnical explorations.
Subtask 2D
General Plans
Cover and Index
The CONSULTANT shall prepare a cover and index listing of plan sheet titles as they appear on the plan
sheets and in accordance with the Plans Preparation Manual M22-31 (PPM).
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Vicinity Map
The CONSULTANT shall prepare a vicinity map showing the PROJECT limits in accordance with the PPM.
The plan will include but not limited to mileposts of the PROJECT, beginning of and ending of construction,
equations and exceptions, distance in miles to nearest cities or towns, location of railroads, waterways and
underpassing roadways.
Subtask 2E
Roadway Sections
The CONSULTANT shall prepare the roadway section plans in accordance with the approved Design
Report, STATE Design Manual M22-01 (DM), PPM and other CITY furnished information. Roadway
sections shall provide the geometric information on the roadway cross section to be constructed.
Subtask 2F
Site Preparation Plans
The CONSULTANT shall prepare the site preparation plans in accordance with the PPM. The plans will be
used to depict removal and demolition and other such related items that can not be clearly addressed on
other required plan sheets. The CONSULTANT shall prepare quantity takeoffs, tabulations and backup
calculations in accordance with the PPM, and current STATE bid item listing.
Subtask 2G
Alignment Data and R/W Plans
The alignments prepared in the Design Report will be finalized using information gathered in the PS&E
surveys task. The CONSULTANT shall prepare the alignment and R/W plans in accordance with the PPM.
The alignment tables will show curve data and coordinates necessary to construct the PROJECT. The align-
ment and R/W plans will show existing and proposed alignment, existing and proposed R/W with stationing
and distance ties, construction permits and easements, proposed fencing, monumentation and other applicable
items as described in the PPM. The CONSULTANT shall prepare quantity takeoffs, tabulations and backup
calculations in accordance with the PPM, and current STATE bid item listing.
Subtask 2H
Profiles
The CONSULTANT shall provide the mainline roadway and ramp profile sheets in accordance with the
PPM. The profiles will show existing and proposed profile alignment data along with proposed
superelevation diagrams, embankment and excavation quantities, roadway section references, clearing and
grubbing quantities and other applicable items as described in the PPM.
Subtask 2I
Temporary Water Pollution Control Plans
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The CONSULTANT shall prepare the temporary water pollution control plans. The water pollution control
plans will show items necessary to restrict construction runoff from entering drainage facilities, creeks or
rivers without first being treated in a manner that is acceptable to the CITY, STATE, and approving agency.
Such acceptance will be depicted on the project schedule and serve as a critical project milestone. A brief
memorandum describing the concept will also be prepared. The CONSULTANT shall submit the temporary
water pollution control plan to the STATE for approval 60 days in advance of the planned advertisement
date of the PROJECT. The CONSULTANT shall prepare quantity takeoffs, tabulations and backup
calculations in accordance with the PPM, and current STATE bid item listing.
Subtask 2J
Drainage Plans
The CONSULTANT shall prepare the drainage plans, profiles, details and structure notes in accordance with
the Hydraulics Report, the PPM and other CITY and STATE provided information. Appropriate drainage
and water quality facilities shall be designed to effectively drain the PROJECT.
Subtask 2K
Utilities Plans
No utility plans will be provided as part of this supplement. The required work that results from the
conclusions developed in the Utility Study task will be included in a later supplement or as part of Optional
Services under this supplement. A tentative scope for this future work is:
The CONSULTANT shall prepare the utility plans, profiles, details and structure notes in
accordance with the Design Report., the PPM and other CITY and STATE provided information.
The CONSULTANT shall include in the plans existing and proposed utilities. The CONSULTANT
shall obtain "as -built" information and place this information onto the plans. The CONSULTANT
shall determine if a utility will need to be field located and shall cooridnate such location from the
CITY.
Subtask 2L
Landscaping Plans
The CONSULTANT shall prepare the landscaping plans and details in accordance with the approved Design
Report., approved Landscape Concepts, DM and the PPM. The landscape plans will show the grading and
planting, sections, pedestrian/bicycle activities and the "Gateway" treatment and other applicable items. The
CONSULTANT shall prepare quantity takeoffs and backup calculations in accordance with the PPM, and
current STATE bid item listing.
Subtask 2M
Irrigation Plans
The CONSULTANT shall prepare the irrigation plans and details in accordance with the approved Design
Report, approved Landscape Concepts, DM and the PPM. The irrigation plans will show all service
connections, distribution piping, and control systems. The CONSULTANT shall prepare quantity takeoffs
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and backup calculations in accordance with the PPM, and current STATE bid item listing.
Subtask 2N
Grading Plans
The CONSULTANT shall prepare the grading sections and/or plans for the PROJECT in accordance with
the PPM. The plans and/or sections will be used to depict unique grading, interchange contour grading, .
embankment preloading, slope drainage, slope re -grading, and other such related grading items that can not
be clearly addressed on other required plan sheets.
Subtask 20
Paving Plans
The CONSULTANT shall prepare the paving plans and details in accordance with the approved Design
Report, the approved roadway sections, approved Interchange and Channelization Plans, DM, PPM and other
CITY provided information. The paving plans shall include, but not limited to, paving limits, grinding
locations, pavement type (full depth, overlay etc.), barrier type and location, guard rail type and location,
guard rail anchor type and location, ramp gore and intersection grading, bridge overlay locations and other
applicable items. The CONSULTANT shall prepare quantity takeoffs, tabulations and backup calculations in
accordance with the PPM, and current STATE bid item listing.
Subtask 2P
Channelization Plans
The CONSULTANT shall prepare the channelization plans and details in accordance with the approved
Design Report, approved channelization plans, approved interchange plans, DM and the PPM. The
channelization plans will show the beginning and ending of lane tapers and transitions, pavement markings
including type and location, channelization features (such as raised traffic islands and painted traffic islands)
and other applicable items. The CONSULTANT shall prepare quantity takeoffs, tabulations and backup
calculations in accordance with the PPM, and current STATE bid item listing.
Subtask 2Q
Retaining Wall Plans
Assumptions
The following assumptions have been made for the preparation of the Retaining Wall Plans scope of work and fee
estimate:
Retaining Wall Type, Size and Location
As fisted in the PROJECT DESCRIPTION, three retaining walls will be included in Stage 1 of the
PROJECT
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Wall 1, located along the west side of J Line between E Yakima Avenue and Fair Avenue,
is anticipated to be a cast -in-place concrete cantilever wall approximately 360 feet long with
an average height of 6 feet.
Wall 2, located on the north side of E. Yakima Avenue beneath the existing CL Line
Overcrossing, is anticipated to combine two walls into one system, a temporary tie -back pin
pile wall with timber lagging located in front of existing Pier No. 1 footings and a permanent
cast -in-place concrete cantilever wall, located along roads' edge. The temporary waif will be
approximately 70 feet long with an average height of 15 feet The permanent wall will be
approximately 96 feet long with a average height of 21 feet.
Wall 3, located between the new CL Line Overcrossing of Fair Avenue and the existing CL
Line Overcrossing of 1.82, is anticipated to be a cast -in-place concrete cantilever wal
approximately 50 feet long with an average height of 10 feet
• Quality Assurance/Quality Control
Since an `independent design check' by another consultant is not required, the scope of the quality
assurancelquality control for the wall designs and plans, will be limited to an 'overall review' at the 50
and 90 percent levels of completion and a `design check' at the 90 percent level of completion.
Retaining Wall Data
The CONSULTANT shall prepare the retaining wall data for each of the non-standard walls included in
Stage 1 of the PROJECT in accordance to the requirements of the DM, Section 510.05.
Retaining Wall Engineering
The CONSULTANT shall perform the appropriate structural analyses and design on the PROJECT retaining
walls and prepare plans and special provisions in accordance to the approved Design Report, the
Geotechnical Report, the PPM, pertinent sections of the Bridge Design Manual (M-23-50) Volumes 1 and 2,
AASHTO 15th edition, applicable WSDOT/APWA Standard Specifications, and guidelines set forth in the
DM, Sections 1130 and 510.05. As a minimum, retaining wall plans will show the geometric layout,
elevations, typical section(s), and pertinent details. The CONSULTANT shall be responsible for detailing the
walls that use the STATE Standard Plans.
Quality Assurance/Quality Control
The CONSULTANT shall provide Quality Assurance/Quality Control on the retaining walls including a
senior overall review of the design performed, details developed and plans prepared.
Estimate
The CONSULTANT shall prepare quantity takeoffs, tabulations and backup calculations in accordance with
the PPM and the current STATE bid item listing. This information will be used to prepare the Profile,
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Quantity Tabulation and Summary of Quantities sheets.
Subtask 2R
Illumination Plans
The CONSULTANT shall prepare the illumination plans, details and specifications in accordance with the
STATE Traffic Manual M51-02, DM, MUTCD, and the PPM. The CONSULTANT shall submit to the
CITY a preliminary set of illumination plans to the STATE showing existing illumination, existing electrical
hardware locations, proposed locations for the new illumination, wiring diagrams, and electrical hardware.
The CONSULTANT shall prepare quantity takeoffs and backup calculations in accordance with the PPM,
and current STATE bid item listing.
Subtask 2S
Traffic Signal Plans
The CONSULTANT shall prepare the signal plans, interconnection plans, and details in accordance with the
STATE Traffic Manual M51-02, DM, MUTCD and the PPM. The CONSULTANT shall submit a
preliminary set of signal and interconnection plans showing existing signals, existing electrical hardware
locations, proposed locations for the new signals, electrical hardware, and wiring diagrams 60 days in
advance of the PS&E turn in date noted in the schedule. The CONSULTANT shall prepare quantity
takeoffs and backup calculations in accordance with the PPM, and current STATE bid item listing.
Subtask 2T
Signing Plans
The CONSULTANT shall prepare the signing plans, details and sign specifications in accordance with the
STATE Traffic Manual M51-02, DM, MLITCD and the PPM. The CONSULTANT shall submit a
preliminary set of signing plans showing existing signing, sign removal specifications, proposed locations for
new signing and sign specifications 60 days in advance of the PS&E turn in date noted in the schedule. The
CONSULTANT shall prepare quantity takeoffs and backup calculations in accordance with the PPM, and
current STATE bid item listing.
Subtask 2U
Structures Plans
Assumptions
The following assumptions have been made for the preparation of the Bridge Plans scope -of -work and fee estimate:
•
Bridge Type, Size and Location
As listed in the PROJECT DESCRIPTION, three bridges will be included in Stage 1 of the PROJECT.
Bridge No. 1, the CL Line Overcrossing Fair Avenue, is anticipated to be a three span cast-
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in-place conventionally reinforced flat slab structure with the abutments and piers supported
on spread footings. The total length of the bridge, including 15 -foot wingwalls at the west
end only, is approximately 166 feet. The width will be a uniform 32 feet from edge -to -edge
of deck
Bridge No. 2, the E Yakima Avenue Overcrossing Fair Avenue, is anticipated to be a three
span cast -in-place conventionally reinforced flat slab structure with the abutments and piers
supported on spread footings. The total length of the bridge, including 15 -foot wingwalls at
both ends, is approximately 161 feet. The width will vary, with the average being 90 -feet 6 -
inches from edge -to -edge of deck.
Bridge No. 3, the E. Yakima Avenue Overcrossing 1-82, will match the type and size of the
existing mainline overcrossing at this location. The bridge is anticipated to be a four span
cast -in-place conventionally reinforced box girder with the abutments and piers supported on
spread footings. The total length of the bridge, including 15 -foot wingwalls at each end, is
approximately 286 feet The combined width of the new and existing bridge is a uniform 98
feet from edge -to -edge of deck; the new bridge being approximately 53 feet wide.
Submittals
A informational submittal consisting of one (1) set of 1/2 size plans will be provided to the CITY,
WSDOT District 5 and WSDOT Headquarters Bridge at the 50 percent level of completion. At the 90
percent level of completion, one (1) set of 1/2 size plans and draft special provisions will be submitted
to the CITY, WSDOT District 5 and WSDOT Headquarters Bridge for review and comment
Additionally, one (1) set of design calculations will be provided to WSDOT Headquarters Bridge.
• Quality Assurance/Quality Control
Since an 'independent design check' by another consultant is not required, the scope of the quality
assurance/quality control for the bridges, will be limited to an 'overall review' at the 50 and 90' percent
levels of completion and a 'design check' at the 90 percent level of completion.
Site Data for Structures
The CONSULTANT shall prepare site data for each of the bridges in Stage 1 of the PROJECT in
accordance to the requirements of the DM, Section 1110.
Preliminary Plans
Based on the Preliminary Geometric Approval, the CONSULTANT shall prepare preliminary plans for the
bridges included in Stage 1 of the PROJECT in accordance to the provisions of the BDM, Volume 1,
Section 2.2.
Bridge Engineering
The CONSULTANT shall perform the appropriate structural analyses and design on the bridges included in
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Stage 1 of the PROJECT and prepare plans and special provisions following applicable regulations, codes,
and professional practices including, but not limited to, the BDM Volumes 1 and 2 and AASHTO 15th
edition. Bridge designs will adhere to the provisions of the approved Geotechnical Report, and Design
Report. The CONSULTANT will be responsible for modifying the STATE Standard Bridge Plans, as
applicable to the PROJECT.
Quality Assurance/Quality Control
The CONSULTANT shall provide Quality Assurance/Quality Control on the bridges including a senior
overall review of the design performed, details developed and plans prepared.
Estimate
The CONSULTANT shall prepare quantity takeoffs, tabulations and backup calculations in accordance with
the PPM and the current STATE bid item listing. This information will be used to prepare the Profile,
Quantity Tabulation and Summary of Quantities sheets.
Subtask 2V
Traffic Control Plans
The CONSULTANT shall prepare the traffic control plans and details in accordance with the DM, PPM,
MUTCD and other CITY and STATE provided information. The construction signing shall be shown on the
traffic control plans. The CONSULTANT shall submit a preliminary set of traffic control plans 30 days in
advance of the PS&E turn in date noted in the schedule. The CONSULTANT shall prepare quantity
takeoffs, tabulations and backup calculations in accordance with the PPM, and current STATE bid item
listing.
Subtask 2W
Plan Assembly
Reviews and Submittals
One complete set of the PS&E on 12 x 18 bond paper sheets and applicable backup data shall be submitted
to the CITY for reproduction and distribution at each review stage. The preliminary PS&E will be reviewed
initially by the CITY and at the District level, and finally at the STATE'S Headquarters Project
Development Section. The following review process will be followed:
1. CITY and WSDOT District Review of Preliminary
2. CONSULTANT Revisions to Preliminary PS&E
3. CITY and WSDOT HQ Standard Review of Final PS&E
4. CONSULTANT Revisions to Final PS&E
3 weeks
3 weeks
6 weeks
2 weeks
The CONSULTANT shall submit 1 original set of stamped final plans in a reproducible mylar format to
WSDOT, as outlined in the PPM. On set of full-size blueline plans will be submitted to the CITY.
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Computer technology shall be used by the CONSULTANT at its discretion as may be appropriate to help
expedite the design and plan preparation process. Computer generated drawings that are included in the
final plans shall be done in accordance with the PPM for CADD plan preparation. The CONSULTANT is
not required to submit electronic deliverables.
Post PS&E Submittal Assistance
Once the PS&E for the construction contract is finalized, the CONSULTANT shall remain "on-call" until the
contract has been awarded to the successful bidder. This normally occurs within three months of the
advertisement of the contract.
Subtask 2X
Special Provisions
The CONSULTANT shall prepare the contract provisions (amendments, general special provisions and
special provisions) for the PROJECT. The contract provisions shall be prepared in accordance with the
PPM. The CONSULTANT shall submit 1 preliminary set of contract provisions (ASCII format and
hardcopy) 30 days in advance of the PS&E turn in date noted in the schedule.
Subtask 2Y
Estimate
Groupings Map
The CONSULTANT shall prepare a groupings map in accordance with the PPM. Work shall be
coordinated with WSDOT and the CITY to determine the delineation of the funding groups and subgroups
for the project.
Earthwork and Cross Sections
The CONSULTANT shall prepare earthwork runs and cross sections. Slope staking information will not be
prepared. Information from this task shall be used to prepare the Profile, Quantity Tabulation and Summary
of Quantity sheets.
Summary of Quantities
The CONSULTANT shall prepare the summary of quantity sheets. The quantity sheet format will be
prepared on a STATE approved spreadsheet layout. The summary of quantities for the PROJECT shall be
broken into columns within groups and groups within funding sources as directed by the CITY in consulta-
tion with the STATE and in accordance with Chapter 3 of the PPM. The CONSULTANT shall determine
the quantities of each item to be included in each group.
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Engineer's Estimate
The CONSULTANT shall prepare an engineers estimate for the PROJECT. The estimate shall be prepared
using the Summary of Quantity sheets with unit costs, lump sum prices and back up. The CITY in
consultation with the STATE will provide unit cost data for standard bid items. The CONSULTANT shall
submit documentation, for STATE approval, of unit prices for non-standard items of work. The estimate
shall be prepared in accordance with the PPM Section 3-5.B.1.
Subtask 2Z
Environmental Permits
Assumptions
Shoreline Permit - Application submittals for the City and County programs shall meet the State -mandated minimum
requirements. The submittals shall be identical in order to provide consistent information for the Washington State
Department of Ecology review.
Hydraulic Project Approval - No new stormwater outfall to the Yakima River (which would require this permit) is
anticipated for this project. According to the April 10, 1993 draft of the Hydraulic Code Rule Revision (Departments of
Wildlife and Fisheries), this project is excluded from the HPA. The project is excluded because no conveyance or release
to surface waters of the state is anticipated. If an outfall is required it is expected to be provided by the City in
conjunction with recommended improvements in the forthcoming City Comprehensive Stormwater Plan, in which case the
City would apply for the HPA. This assumption also holds for the related federal permits required under Section 404 and
401 of the Clean Water Act
See the task for Wetland Study and Permits for wetlands permits.
Permits
The CONSULTANT shall provide technical assistance and agency consultation services for an initial
submittal package for the following permits:
• Shoreline Management Substantial Development Permit (includes variance request and
drainage analysis) (City of Yakima and Yakima County)
• Department of Ecology National Pollutant Discharge Elimination System (NPDES)
Stormwater Permit Associated with Construction Activities
The CONSULTANT shall prepare the drainage analysis in support of the Shoreline permits. No additional
analysis beyond that which is contained in the Environmental Assessment (EA), Design Report and/or other
previously prepared materials is assumed to be required by the permitting agencies.
If additional information or assistance related to other permits is determined to be required, this scope of
work and accompanying budget will be amended to reflect the additional effort.
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Subtask 2AA
PS&E Documentation
PS&E Checklist
The CONSULTANT shall fill out Form 272-065 "District Plans Preparation Checklist" and submit with the
PS &E.
PS&E Transmittal Letter
The CONSULTANT shall prepare a draft PS&E transmittal letter from the CITY to the STATE's district
plans engineer. The letter shall be in the format and provide the applicable information shown in Appendix
3-1 of .the PPM. It will be submitted with the PS&E.
Project Design Files
The STATE will provide the CITY a listing of the design information required by the STATE construction
office. The CONSULTANT shall assist the CITY in preparing the required materials on a task order basis.
Upon receipt of the approved task order, the CONSULTANT shall reproduce the listed design information
for transfer from the CITY to the STATE.
CPM
The CONSULTANT shall prepare a CPM depicting time frames for the construction activities of the
PROJECT. The CPM shall be prepared in a manner that will be used only to estimate the number of
working days for the construction of the PROJECT. The CPM shall be turned in as part of the PS&E.
Subtask 2AB
Fair/Pacific Traffic Signal Plans
Assumptions
The following assumptions have been made during preparation of the scope and fee estimates:
•
•
•
•
•
An attempt well be made at setting the signal control equipment in their ultimate location to provide 5
lane sections on Fair Avenue and Pacific Street.
Cantilever mast arm mounted traffic signals shall be designed.
No curb and gutter, drainage, sidewalk or paving will be performed. Plan information will be limited to
that required to situate the temporary poles and locate the control equipment in their ultimate location.
Plans, specifications and estimate will be to the City of Yakima Standards.
City of Yakima boilerplate specifications and general conditions will be supplied by the CITY.
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Irrigation or other utility relocation work is excluded.
It is anticipated that R/W will be required for the signal project
The CONSULTANT shall provide 20 scale base mapping obtained from field topographic surveys. The
CONSULTANT shall prepare the signal plans and details in accordance with CITY traffic standards and the
MUTCD. Temporary illumination shall also be provided on the span wire poles. The CONSULTANT shall
submit a preliminary set of signal plans showing existing electrical hardware locations, proposed locations
for the new signals, electrical power source, and wiring diagrams. The CONSULTANT shall prepare
quantity takeoffs and backup calculations in accordance with the CITY standards and current CITY bid item
listing. Special provisions and the engineers estimate shall be prepared in the CITY format.
Subtask AC
Utilities Study
The City would like to extend, relocate or modify existing utilities prior to or in conjunction with the
proposed street and roadway modifications. This task provides a study to determine the existing conditions
and the future requirements. The CONSULTANT shall collect data on existing conditions of the water and
sewer lines, discuss with the CITY their requirements and obtain information regarding the utility services to
be _required by the retail area north of Terrace Heights Way. Investigation of the feasibility of extending a
12 -inch water main under I-82 and a 16 -inch sewer along Fair Avenue between Race Street and Pacific
Street shall be provided. Alternative solutions shall be provided. A technical memorandum shall be
furnished to the CITY summarizing the results of the study. The preparation of any PS&E for utilities will
be negotiated as part of a future supplement or as part of the Optional Services under this supplement.
Subtask AD
TAR Ramp
This task provides for the design of the TAR Ramp and the associated signal at the intersection of the TAR
Ramp and Fair Avenue. Additional sheets, as described in Subtasks 2D through 2V will be required to
include this ramp in the design package. This means an extra 30 plan sheets, sections, profiles and special
provisions work. Two additional plan sheets are required to cover the ramp area.
Subtask AE
Wetland Study and Permits
This task prepares a technical memorandum summarizing the work listed below:
Prepare and submit a request to the Corps of Engineers to make a formal determination as
to the areas qualifying as a federal jurisdictional wetland. Should areas be identified, then
identify the applicable federal permits.
• Should jurisdictional wetlands be identified, then investigate the conceptual project
alternatives that would minimize and/or mitigate the impacts to these areas.
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• Prepare an opinion of cost for the construction of the alternatives, including any property
acquisitions.
• Prepare the required permit applications (Section 401 and 404) including the formatting of
drawings to the Corps special requirements.
Subtask AF
Value Engineering
Value Engineering Study
This project meets WSDOT's criteria for a value engineering (VE) study. A study will be required, using
the 70 percent PS&E submittal.
The CITY will notify the CONSULTANT within a minimum of six (6) weeks' notice before beginning the VE
study. The CITY will be responsible for establishment of the VE team and will appoint the VE team leader.
The VE study will be coordinated through the WSDOT VE coordinator. The study will take approximately
four (4) days. The CONSULTANT will provide one qualified VE team member who is not involved in the
project design. The CONSULTANT staff will be available to answer questions during the study.
The CONSULTANT must include all VE recommendations into the project unless a waiver is approved by
the CITY. Upon the CONSULTANT's receipt of the VE recommendations, the CITY and the
CONSULTANT will jointly assess the impact of executing the recommendations upon the remaining budget
and schedule.
Value Engineering Support
This task includes support to the VE study team by the CONSULTANT. The CONSULTANT will be
available at the beginning and throughout the study to brief the VE team and to provide information or
answer questions. The VE study will be held at CH2M HILL's Bellevue office. The CONSULTANT will
provide office support to assist the VE team.
TASK 3
COMMUNITY RELATIONS
City Council and County Commission Briefings
Two joint councillcommission briefing meetings will be conducted. The CITY will make arrangements,
notifications, and receive confirmations for the meeting. The CONSULTANT will provide project
information materials and visuals as necessary for the meeting.
Public Meeting
Prior to beginning right of way appraisals and negotiation, one public meeting will be conducted for this
project with adjacent property owners to describe roadway design, ingress/egress policies, and specifically
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describe improvements and right of way acquisition procedures.
City Staff Briefings
Meetings will be held with City Staff twice each month to discuss project status.
Monthly Bulletin
The CITY will prepare and mail a monthly bulletin of the project activities to all interested parties.
TASK 4
RIGHT OF WAY SERVICES
All right of way acquisition is to be performed in accordance with Relocation Assistance and Real Property
Acquisition Act and City of Yakima right of way acquisition procedures approved by the Washington State
Department of Transportation (WSDOT).
True Cost Estimate
Assess, evaluate, and prepare True Cost Estimate, including professional service costs, for right of way
needs via preliminary research, knowledge of project area, and preliminary appraisals. Include preliminary
assessment of Relocation Assistance Costs. Identify potential appraisal problems.
Relocation Assistance Plan
Assess, evaluate, and prepare Relocation Assistance Plan for right of way acquisition and relocation
assistance plan via research, familiarity with Yakima area, and knowledge of relocation assistance needs and
requirements.
Submit True Cost Estimate and Relocation Assistance Plan to City and WSDOT for review.
Appraisals
The CONSULTANT shall furnish appraisals on all affected parcels in the project to the CITY. The CITY
shall provide for appraisal review. The appraisals will conform to the form shown in the Local Agency
Guidelines Manual, Washington State Department of Transportation, which by reference is made a part of
this Contract.
Secure "cost to cure" bids for appraisals.
Work with property owners/occupants and right of way acquisition staff regarding ingress/egress, parking
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facilities, and retaining walls, during cost to cure, appraisal, and negotiation processes.
Negotiations
Upon notification to proceed and receipt of Determination of Value and a Fair Offer Letter from the CITY,
the CONSULTANT will commence negotiations. If it becomes apparent that negotiations have reached an
impasse, the CONSULTANT shall provide the CITY with written notification. The filing of condemnation
proceedings shall be the responsibility of the CITY.
Upon completion of negotiations with property owners, the CONSULTANT shall transmit to the CITY all
instruments for their acceptance or rejection. Legal services, escrow services, and the recording of
instruments and payment to property owner will be the responsibility of the CITY.
CONSULTANT shall assure that no less than three personal contacts are made with each interested party
(owner) to negotiate for title to needed property rights as shown on the right of way plan or as instructed in
writing by the CITY.
CONSULTANT shall on the first contact explain the CITY'S offer orally and in writing and request
execution of appropriate conveyance by the owner to the CITY of needed right of way in consideration of
the amount of the offer made.
CONSULTANT shall assure that negotiations shall be performed only to the limit of authority delineated by
the title reports, project maps, determination of fair market value, manual of procedures, acquisition
schedule, or written instructions issued by the CITY.
CONSULTANT shall assure that a complete, legible diary of each contact be kept, to include the time,
place, amount of offer, to whom offer was made, all parties present, and owner's response in a form
furnished by the CITY and to be returned to the CITY for permanent records.
CONSULTANT shall furnish diary, miscellaneous correspondence, vouchers, and valid conveyances for all
negotiated transactions or written recommendations pursuant to future negotiations in those cases where
negotiations failed. All work shall be submitted as completed to the CITY for acceptance or rejection.
Relocation Assistance
CONSULTANT shall perform relocation assistance services for persons or businesses that will be displaced,
compute relocation benefits, monitor progress of individual relocations and work within the requirements of
the Uniform Relocation Assistance and Real Property Acquisition Act.
CONSULTANT shall work such days and hours as may be necessary to meet with interested property
owners who may not be available during regular working days or hours.
CONSULTANT shall be available for consultation with CITY, STATE, and -federal representatives after
completion of this Agreement, should the need arise. Said CONSULTANT shall be.contracted for by
supplement agreement.
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TASK 5
OPTIONAL SERVICES
This task provides optional services that may be required to complete the project, which are not otherwise
included in this scope of work. All optional services performed under this task must be authorized in
writing by the CITY. If sufficient funds are not available, an addendum to this agreement may be required.
Areas of anticipated optional services are listed below:
Utilities
The PS&E required for the implementation of the conclusions in the Utility Study may be developed under
this task.
DR Line
The PS&E and R/W acquisition required to incorporate Value Engineering (VE) Proposal No. 3. It is
proposed to add the DR Line and delete the signals at Yakima Avenue/J Line and Fair Avenue/7 Line.
CL Ramp Lane Revision
The PS&E required to design the lane realignment and 35:1 taper (VE Proposal No.5).
Temporary Signal at the Terrace Heights Way/EL Line
The PS&E required to change from a permanent signal to a temporary signal at Terrace Heights Way/EL
Line intersection (VE Proposal No. 6).
Eliminate Frontage Road along Terrace Heights Way
Prepare a design study to determine the feasibility of eliminating or reducing the frontage road along
Yakima Avenue. The results would be considered by the City Council.
Three separate Construction Contracts
Prepare PS&E for three separate construction contracts: Structural and grading, surfacing and paving, and
landscape and irrigation.
Design Report Revisions
Prepare revisions to the Design Report to reflect the changes resulting from the adoption of the VE team
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FINAL
recommendations.
TABLE 1
OPTIONAL SERVICES
I-82/Yakima Avenue
Utilities PS&E
$25,000
Add DR Line
$173,000
Delete Two signals
-$18,000
CL Line Taper
$0
Delete permanent signal
-$9,000
Add Temporary signal
$9,000
Frontage road study
$35,000
Three separate PS&E contracts
$91,000
Design Report Revisions
$16,000
TOTAL
$322,000
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Section 3
PROJECT PROCEDURES AND STANDARDS
Project Preparation Requirements
The PS&E shall be prepared in conformance consistent with standard practices of the STATE for plans
prepared by its own staff. Without written direction, the guidelines in the PPM will apply. The CON-
SULTANT shall make such changes or amendments in the detail of the work as may be requested by the
CITY or the STATE during the course of the work. Changes and amendments will be discussed as noted
under the section Review Comments. Work may also include furnishing recommendations on various
aspects of the design in order to achieve a cost effective PROJECT. When alternates are being considered,
the STATE shall have the right of selection.
Addendums
Need may arise for addendums to be prepared after the submittal of the completed PS&E. The CITY and
the CONSULTANT will assess the level of effort required of the CONSULTANT to respond to the addendum.
A determination with respect to the intended level of effort and the impacts upon the project budget and
schedule will be made by the CITY and the CONSULTANT prior to executing the addendum.
Review Comments
This section describes the review and comment process to be followed for all submittals. The goal is to
expedite the response to review comments received from the CITY and the various agencies. A review
comments sheet will be used. All review comments by the various agencies will be shown on these sheets.
For each submittal review, the CITY will assemble comments for review with the CONSULTANT. The
CONSULTANT will jointly assist the CITY in the determination of the appropriate disposition of each
comment. All conflicting comments will be resolved jointly by the CITY and the CONSULTANT with the
final disposition given by the CITY. The CONSULTANT will not commence work on response to coranzent(s)
without a final CITY disposition.
Each submittal is expected to be reviewed one time before proceeding on to the next deliverable. Reviews
are expected to be timely and occur within the scheduled time. Subsequent review iterations of a given
transmittal may be considered extra work. The decision will be based upon a joint CITY and
CONSULTANT assessment of the impact to the budget and/or schedule for receipt of comments beyond the
scheduled review periods.
The CITY and the CONSULTANT will assess the level of effort required of the CONSULTANT to respond to
the review comments. A determination with respect to the intended level of effort for the overall magnitude
of the task(s) being reviewed will be made by the CITY prior to executing the responses. Such determination
will also include any additional effort by the CONSULTANT to modify previously completed and technically
correct work.
Manuals
The design and the PS&E shall be developed in accordance with the latest edition, amendments and
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revisions of the following publications where applicable:
1. STATE Publications:
a. "Standard Specifications for Road, Bridge and Municipal Construction" (1991) (M41-10)
b. "Standard Plans for Roads, Bridge and Municipal Construction" (M21-01)
c. "Design Manual" (M22-01)
d. "Hydraulic Manual" (M23-03)
e. "District 1 Hydraulic Report Guideline"
f. "Plans Preparation Manual" (M22-31)
g. "Bridge Design Manual," Volumes 1 and 2 (M23-50)
h. Amendments and General Special Provisions
i. Standard Item Table
j. Standard drawings prepared by the STATE and furnished to the CONSULTANT shall be
used as a guide in cases where they fit design conditions.
k. "Traffic Manual" (M51-02)
1. "Water Quality Manual" (M22-15)
m. "Utilities Manual" (M22-87)
2. American Association of State Highway and Transportation Officials Publications:
a. "A Policy on Geometric Design of Highways and Street" (1990) ("Green Book")
b. "Guide for the Design of High Occupancy Vehicles and Public Transfer Facilities" (1983)
c. "Standard Specifications for Highway Bridges, Twelfth Edition" (1977)
d. "A Guide for Highway Landscape and Environmental Design" (1970)
e. "Highway Design and Operational Practices Related to Highway Safety" (1974) ("Yellow
Book")
f. American Association of State Highway Officials policy applicable where said policy is not
in conflict with the standards of the Washington State Department of Transportation.
3. U.S. Department of Transportation Publications:
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a. Manual of Uniform Traffic Control Devices for Streets and Highways"
b. 1985 Highway Capacity Manual
4. Other Publications:
a. "National Electrical Code"
b. "Standards of the American Waterworks Association"
c. "Book of American Society for Testing and Materials Standards"
d. "Local Agency Guidelines" (M36-63 (PA))
e. City of Yakima Standards
f. Yakima County Road Standards
All documents, exhibits and final CADD drawings and related files including photographic negatives used in
the PROJECT, shall become and remain the property of the CITY or STATE as appropriate and may be
used by them without restriction. Such unrestricted use, unrelated to the design basis and intent of this
PROJECT, will be without liability or legal exposure to the CONSULTANT.
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PHASE III - FINAL DESIGN
CH2M HILL MLI—VAC Co
Opt. Master Scheffe (Rev. No. 5 3)
1fr>,
s
N
D
F
A 1 Al
A
A
1995
A
o r i D
391
394
397
402
406
411
PROJECT MANAGEMENT
QUALITY CONTROL/QUALITY ASSURANCE
FAIR/PACIFIC TRAFFIC SIGNAL
1
70% Preliminary PS&E
90% Preliminary PS&E
100% PS&E
419
425
429
447
457
458
UTILITY STUDY
WETLAND STUDY
GEOTECHNICAL REPORT (Structures)
HYDRAULICS REPORT
COMMUNITY RELATIONS
Council and Commissioner Briefings
462
467
475
489
494
502
503
511
517
523
524
529
534
540
546
554
555
556
Public Meetings
City Staff Briefings
RIGHi-OF-WAY SERVICES
PS&E SURVEYS
j
mama
GENERAL PLANS j
ROADWAY PLANS
Alignments
DRAINAGE AND UTLITY PLANS
LANDSCAPING AND IRRIGATION
TRAFFIC PLANS
Channelizadon Plans
ittumination Plans
562
Traffic Signal Plans
Signing Plans
Traffic Control Plana
STRUCTURE PLANS
Retaining Wall Pira
Retaining Wad Data
Retaining Wad Design
570
Bridge Plans
571
577
584
Site Data for Structures
Bridge Preliminary Plans
Final Bridge Design
b.e.r
4
601
602
WSDOT CONTRACT -PLAN ASSEMBLY
70% Preliminary PS&E
607
90% Preliminary PS&E
.111•1•L
619
630
100% PS&E/HO Review Process
POST PS&E SUBMITTAL ASSISTANCE
633
639
647
WSDOT CONTRACT - SPECIFICATIONS
WSDOT CONTRACT -ESTIMATE
PERMITS
648
652
NPDES Construction Permit (Verity)
Shoreline Substantial Development (SSD)
653
656
663
1 1 1
€ i
Yaidrna County SAO/SSD Process
City of Yakima SAO/SSD Process
DOCUMENTATION
670
671
678
ADVERTISEMENT AND BIDDING
CITY CONTRACT
WSDOT CONTRACT
688
AWARD
Schedule Type: Optimum Maste*
Critical
Noncritical
1 1 1 1 1 1 1 1 I I I
ENEMEEME Milestone •
I I
Summary
Negative Slack
Target Opening
RUN DATE: 98193
RUN TIME: 11.45 AAA
CH2M HILL
SUMMAF)Y'St,"EET: . .
COH5UCTANT.FEE DETERMR4ATi0H
...-
'#d2NA)CiMAA.VE i-:. .:.
R!WAtipAsitiae aitd'Ani(liii2it: .".
CH21HILL
. . . .:....:.:..:...:....
:.
.... . .
OAT.E:: 51&gi.' .. ...
.
SEA STA: .... ' : .
1. Direct Safary Cost (DSC)
1993
Average
Hourly Raw
tabor
Class Role Haas
Rafe Cost
Rata
E7 PM/Sr. Reviewer 1,179
$43.72 351,546
E6 Task Lead Engineer 710
335.74 $25,375
ES Lead Engineer 1,590
530.98 549,358
E4 Lead Ergiieer 312
52670 $8,338
E3 Design Engineer 3,321
323.30 577,379
E2 Design Engineer 458
$20.63 35,449
El Designer 3,9:8
318.55 365,743
T4 Lead Design Tech. 2,557
$28.47 352'342
T3 Lead Drafting Tech 230
517.38 55,040
T2 DesignvDraftTech. 1,126
514.72 516,575
OA Technkal Assistant 1,197
512.04 514,412
2. Total Direct caury Cost (DSC) 16,338
3376,449
52304
3. Overhead Cost (OH) - Inclucfirg Salary Addiives
(Based upon Federal audit) (DSC)
168.00% 5632,434
Sri 51,008583
(4. Famd Fee (DSC)
27.00% 5101541
v5. Reimbursables CH2M HILL
3229556
6. Subconsultant Costs
MBE WBE
OTHER TOTALS
HLA
286% 346,487
SHIMONO 346%
356,266
TECHSTAFF 205%
333,375
ETS 1.02%
316,529
CARLA KEEL GROUP 293%
347,626
RAN OUTSIDE CONSULTANTS
4.69% 379,459
SUB 7
0.00% 50
SUB8
0.00% 93
SUB 9
0.00% 30
Totals 4.48% 4.98%
7.75% $279,742
7. Escalation Costs (1993 b 1994)
$,582
&:TOTAL
$1;826;606
9. Management Reserve Fund
5322,000
10. GiiAND TOTAL =:Estimated Fes • .::.
:..,*:31;947..,906
.
.:
NOTES:
LUMP
A. Escalation factors
SUM
1994 tabor rates over 1993:
200%
IES-:. " .
CUneMWort planned for 1994:
25.13%
Salary escalation factor:
090%
Includes toed lee noted above:
10.07%
B. Other factors:
Overheat
16800%
Faced tee on DSC:
27.00%
Labor
100.00%
Multiplier
295.00%
Page: 1 of 1
Exhibit G
Subcontracted Work
Yakima Gateway Project
Phase 3
A brief description of the subconsultant work follows:
HLA
HLA will provide the field and office work required to complete the PS&E surveys
task. This includes control surveys, topographic surveys, supplemental cross sections,
additional right of way surveys, utility locations and foundation locations.
They will also complete a utilities study task to determine the location of several
utility line extensions and how these are impacted by the Gateway project.
Shimono
Don Shimono and Associates will provide the landscaping and irrigation design for the
project. They will complete the plans, special provisions and estimate for these
elements.
Techstaff
Techstaff will provide at least one design engineer and design technician, along with
numerous drafting technicians. These personnel will be involved on a number of
tasks.
ETS
ETS may provide at least one design engineer. As of this date, they were unable to
determine if they could fill the position. The current fee estimate includes only
supplying drafting technicians. These personnel will be involved on a number of
tasks.
C •\WP51\DOCS\I-82\SUBCON.001/1
6/09/93 4:3I pm
Carla Keel Group
Carla Keel will supply one drafting technician whose focus will be primarily on the
structures plans.
R/W Outside Consultants
This not a specific subconsultant company, but rather a group of individual appraisers
and negotiators that will be hired during the completion of the R/W Services task.
The names of the individuals are unknown at this time.
C:\WP51 \DOCS\[-82\SUBCON.001l2
6/09/93 4:31pm
RUN DATE: 7/21/93
t�cklb,h [s-1
RUN TIME: 11:47 AM
SUB 1
.SUMMARY SHEET: .:
CONSO-.04.TFEE:DETERYNUTIDfN :.
.. .
.
txLY:OF. YAKEMII: 7.. . '
:..
.-4421'fJk(Cii klitiUE:
•Me Xoubifiotiiltid I<taiDl *2 •. .
DATE; **--:•:.:- .
F�L
saa1:1s .
1. Direct Salary Cost (DSC) 199:1
Average
Hotey
Raw
Labor
Class Rob Hours Rab
Cost
Rab
PR Principal Engineer 214 $31.00
56,634
RE Registered Engineer 27 $20.60
$552
PE Project Engineer 0 51650
$0
SET Sr. Engineering Tech 64 513.00
5832
ET Engineering Tech 0 511.45
$0
RLS Reg.land Surveyor 46 51820
$637
RS Resident Engineer 0 51820
$0
SPC Survey Party Chet 140 514.00
51.960
ST Survey Tech 264 51200
$3,168
WPT Wad Processing Tech. 20 51320
$264
0 $0.00
SO
2. Total Direct Salary Cost (DSC) 775
514,257
518.40
3. Overhead Cost (OH - Including Salary Additives
(Based upon Federal audit) (DSC) 166.56%
$23,604
Subtotal
$37,1161
4. Foxed Fee (DSC) 27.00%
53,849
5. Reimbursables HLA
i16. Subconsultant Costs
$2,900
MBE WBE OTHER
TOTALS
(No subconsuttants)
Totals 0.00% 0.00% 0.00%
SO
7. Escalation Costs
51,677
6. TOTAL % ...
-,446.41k.
9. Management feserve Fund
$0
10.;401AND TOTAL=iStiiriaied Fee: ' ' ; .... ..
NOTES:
LUMP
A. Escalation tactors
SUM
1994 labor rales over 1993: 5.00%
1:..:riS:..
Currant work premed for 1994: 90.00%
Salary escalation factor: 4.50%
Includes fixed fee noted above: 10.17%
B. Other fades:
Overhead: 165.56%
Fixed fee on DSC 27.00%
Labor 100.00%
Multiplier 29256%
Page: 1 041
RUN DATE: 918193
RUN TIME: 11:48 AM
SUB 2
.suet AAX.SHEET:
.;co nsuILm NT:FEEt7ETERimi A31CiN:.
YXFY OE.TAgMA:
t TA1QMA-iIYEl1UE:'
;Ai# Aegntatttati aki6#�tid'13ett1je.
1. Meat Salary Cost (DSC)
1993 Auaage
Hourly Raw Labor
Class Role Hous Rata Cost Rab
PIC Principal in Sharp 70 335.00 $2,450
P1 Professional 1 70 317.00 31,190
P2 Professional 2 0 313.00 93
CADO CADD Operater 652 317.00 311,084
DS Designer 74 310.00 3740
AD kimnistraGre 42 38.50 3357
0 30.00 SO
0 50.00 SO
0 SOHO SO
0 30.00 SO
0 50.00 SO
2. Total Direct Salary Cost (DSC) 908 315,821 317.42
‘3. Overhead Cost (OH) - it ding Salary Adk9tives
(Based upon Federal art) (DSC) 193.00% 525,788
Subtotal 541,609
4. Fixed Fee (DSC) 15.00% 52,373
5. Reimbusades SHIMONO $10,065
A. Subconsultant Costs
MBE VIBE OTHER TOTALS
(No sut>consultaMs)
Totals
7. Escalation Costs
0.00% 0.00% 0.00% S0
$2,199
..........::.:..: . .
9. Management Reserve Fund
SO
10:tIfiA603 T1a7AL'£st Qiated fee
NOTES:
A. Escalation factors:
1994 labor rates over 1993
Current work planned ter 1994:
Salary escalation facto:
includes fixed lee noted above
B. Other Wore
s
Overhead:
Feed lee an DSC:
Labor
Multipiier
5.00%
100.00%
5.00%
5.70%
163.00%
15.00%
100.00%
278.00%
LUMP
SUM
RUN DATE 7/21/93
RUN TIME: 11:50 AM
SUB3
. .. .SUMMART.SNEET
bONSUETANT IEE:CETERSMNATION:
?MY: 0f.rAK1MA:
:40-404.044:
- Phate3:.
' ..
--
::. :...:. , .. TECHSTAFF
; :
FE;E. 0EXCEl:0SE7SPNASEax4S
DATE: X1193. -
-
SEAS91.15
1. Direct Salary Cost (DSC)
1993
Average
Hourly
Rae labor
Class Rola Hours
Rate
Cost Rate
SG Senor Geologist 0
$35.00
SO
SPC Survey Party Chief 0
530.00
SO
JG Junior Geologist 0
525.00
$0
PDT Project Design Tech. 34
525.00
S893
CADD CADDCperator 0
$25.03
SO
IP kn9ument Person 0
520.00
93
RCS iedoChaintBrusher 0
315.00
SO
JOT Junior Design Tech 0
521.00
93
JCAD lox CADD Tech. 894
522.00
519,668
0
$0.00
93
0
93.03
SO
2 Total Diel Salary Cost (DSC) 928
a Overhead Cost (OM - Including Salary Additives
(Based upon Federal suit) (DSC)
28.66%
S20518 572.11
$5.890
Subtotal
s2b0.356
4. Fond Fee (DSC)
27.00%
355,540
5- RsonbursaUes TECHSTAFF
SO
6. Subconsuaant Costs
MBE WBE
OTHER
TOTALS
Totals 3.00% 0.00%
0.00%
SO
7. Escalation Coats
51,437
tiTO'TAL. . . ....
333375- :.......
9. Management Reserve Furl
50
t0;tiAANOTOTA,:EslartatedFee ;;.
533,375.
NOTES:
WMP
A Escalation tactors:
SUM
1994 labor rates over 1993:
5.00%
I:.. YES--
Curturrt vocrk panned for 1994:
93.00%
Salary escatabon tactor-
450%
lndudes tired tee noted above
20.99%
B. Other tart
Overheat
23.66%
Fired tee on DSC:
27.00%
Labor
%OM%
Mul8prar
15556%
RUN DATE 7/21/93 RUN TIME: 1132 AM
SUB4
SUMMARY SHEET .... ....
ioNsULTANT:FEE DETERMBiATIO 4
... :.. .......
Y:IFY OF:YAKMA,
!-s2FYii(Ci4AVENUE.
r
,
F.
DAT::m± 3.
:..
,..1, ...... :::
'-� 841.15 ....
1. Direct Salary Cost (DSC)
1993
Average
Flout/
Raw
Labor
Class Rale /bus
Raba
Cost
Rate
PM Principal Manager 0
917.00
SO
TA Tech Administrator 0
91590
SO
CADD CADD Operator 433
913.00
SS,629
DRFT Manua! Drafter 0
s1090
s0
FT Field Tech 0
510.00
SO
TCF Traffic Cadre( Flagg& 0
512.00
s0
DE Design Engneer 0
s25.00
so
o
$0.03
so
o
so.99
so
o
moo
so
o
so.00
so
• Total Direct Salary Cost (DSC) 433
v Overhead Cost (OH) - Including Salary Additives
(Based upon Federal audit) (DSC)
166.00%
$5,529
60,344
513.00
Subtotal
$14,973
. Fixed Fee (DSC)
15.00%
5844
Rei tursables ETS
SO
• SubconsUftant Costs
1.49E WBE
OTHER
TOTALS
(No sabconst ants)
Totals 0.00% 0.00%
0.90%
90
. Escalation Costs
5712
TOTAL . :..
:.
5164-29:
. Managerne d Fiesene Fund
SO
19.93RAFd?.TOTAL Estimated Fee .. :. :. ' ...
515,529
•
LUMP
A. Escalation factors:
SUM
1994 labor rates over 1993:
5.00%
.... YFS.... '
Current work planned for 1994:
90.00%
Salary escalation lector:
4.50%
articles rued tee no above
5.64%
B. Otter letters:
Overhead:
16690%
Foxed lee on DSC:
1590%
Labor
100.00%
Multiplier
261.00%
RUN DATE 7/21193
RUN TIME: 11:54 AM
SUB 5
:SUNMARY.&HEET
WNSUEiA6[r:FEE3TETERft9FA*51.... .......
?'
*TY OF:CAKBIA: .: -' '
f42 YMQMAAVEf UE:.:. .
S Amt iiii*a.i Deign
- . .":
.:,:.+
:. :...mo
. 'CARE€�.GROUP :.....:
L.X
.......
..........
ppceuagzkizp.rifi„sp\p.to•Fpa,s5:."
ATE;: 712113.
kiii891.13:. ...
..
:.
1. Direct Sdary Cod (DSC) 1933
Hoary
Class Ade Hours Rag
Raw
Cost
Average
Labor
Rafe
PR Principal 0 536.00
SSE Senior Structural Ergr. 0 523.10
PM Proiect Mame( 0 525.40
SE ShuehxM Engineer 0 521.50
JSE JuniorSkucLral Erg 0 $19.95
CAE CAE 0 524.00
CAD CAD 870 $18.40
0 50.00
0 50.00
0 $0.00
0 50.00
SO
SO
SO
50
50
SO
516008
SO
50
SO
SO
51&40
2. Total Direct Salary Cott (DSC) 870
3. Overhead Cost (OH) - Including Salary Adidives
(Based upon Federal said) (DSC) 157.70%
$16,008
525245
Subtotal
4. Fixed Fee (DSC) 27.00%
5. Aeimbrxsades CARLA KEEL GROUP
hB. Subconsul ant Costs
MBE WBE OTHER
541,253
54,322
5O
TOTALS
(No subconsultants)
Totals 0.00% 0.00% 0.00%
7. Escalation Costs
SO
52,051
&TOPAL, - . ..
:: S47425..
9. Management Reserve Fund
SO
10a3RANDIOTA&ESSMa5dReei .. ...
347,526E
NOTES
A. Escalation factors:
1994 labor rags exec 1993: 5.00%
Current work plarrred for 1994: 90.00%
Salary escalation tailor: 4.50%
includes fixed be noted above: 10.48%
8. Oterfac=
Overhead: 157.70%
Faced lee co DSC: 27.00%
Labor 100.00%
LUMP
SUM
k
. - YES .. .
Multglier 284.70%
Pape: 1 of 1
• tbt'F" C7—
RUN DATE 721/93 RUN TiME:"11S5 AM
SUB 6
' • .SUtItNARYSHEET.
. .. LONSUETANT:FEEflE ERmetalON
( YA93aAAVD1UE
:33tW A64ui40041 indAilei Desi**.
3s:
RAV OUTSIDE CONSULTANTS
F&E:(GF.a.‘Fi[gsV$2SP!#ASE71PH4SES.X4S
'4ikiE : '7m* -
SEREB1.i .. :....
1. Direct Salary Cost (DSC)
Class Role Hours
1993
Hasty
Rata
Raw
cost
Average
labor
Rafe
EST Estimator 93
APP Appraiser 2339
RA Relocation Agent 339
0
0
0
0
o
0
0
o
565.00
S28.50
528.50
50.00
SOHO
$0.00
$0.00
solo
50X0
$0.01
SOm
$3.250
56 6.633
59.576
50
SO
SO
SO
50
so
50
SO
529.17
2 Total Direct Salary Cost (DSC) 2.724
a Overhead Cost (Of - Including Salary Additives
(Based upon Federal aurid) (DSC)
0.00%
679,459
50
4. Fred Fee (DSC)
5. ReimGnsables RW OUTSIDE CONSULTANTS
E Sut ccosunant Costs
IBE WBE
Subtotal
O.
OTHER
679,459
SO
50
TOTALS
(No subconsuttants)
Totals 0.00% OM%
7. Escalation Costs
O.OD%
SO
50
E TOTAL
i • 679,459:
9. IA3nagement Reserve Fund
50
tO.: RANDTOTAL-Eatiiria43dFee ' .
5799•459:
NOTES:
A. Escalation factors
1994 labor rates over 1993:
Current won( planned fa 1994:
O.00%
OXO%
000%
0.00%
0.00%
0.00%
100.00%
LUMP
SUM
E:.. t5'. .
Salary escalation facto:
Includes toted fee noted above:
B.00 er factors
Overread
Faced fee on DSC:
tabor
Multiplier
100,00%
Minority/Women's Business Participation
The City of Yakima's Minority and Women's Business participation goals of 10 percent will
be met for this project. Table A shows our plan for meeting these goals.
Table A
Yakima Avenue Interchange/I-82 And Fair Avenue
Minority/Women's Business Participation
Firm
Role
Percent of Participation
Phase
I
Phase
II
Phase
III
Total
MBE
Shimono -
Landscape, Pedestrian
1.74
3.40
3.46
3.40
ETS
Drafting/Document Production
0.00
1.31
1.02
1.10
WBE
Techstaff
Design, Drafting
1.41
3.07
2.05
2.50
Carla Keel
Design, Drafting
0
3.50
2.93
3.00
TOTALS
3.15
11.28-
9.46
10.00
nt/dt007/gatsup3b
The percentages for Phase III reflect the inclusion of all optional service dollars under CH2M
HILL. The appropriate M/WBE participation in these services is not known at this time.
When these optional services are negotiated with the City, M/WBE participation will be
identified and the dollars will be reallocated, as necessary, to meet the 10% M/WBE
requirement.
M/WBE SUMMARY
ENCLOSURE B
P. C.EXCELWlE9}42pN8E7PFu4E0.7LLV/
C1EXCELIFILEW412PASE,WHASE3J011
RR ChEXCELVILE9FE9,4405.2U6
0F64P0
01.16
HOUR , LABOR AND EXPENSE ESTIMATE
Cm OF YA101M
1.62 YAg1N AVENUE
RW AoquM*0o 6rd F'N/ 016`ge
Phan 3
tAtKOMC116TON
O74M114 ...........
1tA! ..:;' • `,,< ......:
MtINM16:
•:,
f t10lIIYAI'P'
... ! ... :
?.
p1;...i .:
f'.
!� ::.'GV3t14
'.. ..
. '
.
4iA7tA1b64L.4MiouP
...
.1441011!
. 190101139 .
NMOVIWM00N6u$992M
WON ...,
mo
'd441+l31
6411'1
11QLM1t
QpNtrMw
11Ia
..
.16116646
:Mo
I1I4111461 .
16A11; ,
...
: 001114:
.:piF6rW3:
MOA*00TO0M.
.:
: IgtNU
LOON
MO.
OV89NHt1' .
*la
TOO16
..'110011
ENOIMI :'
44':...
�.;
':.......^
2001117-i
.:3AIa1 ..
'
:.:tX►tplN.:
^^: '�
;:NOIf'
149741ICT MRAO !1!311 .... .
•
A I!!"111.1.#0, u3rrw ,
F'4154
140
3103,30
stml26e
o
0
w
w
o
a
w
w
0
0
w
w
0
O
w
w
0
0
w
w
0
0
w
w
0
0
w
b
0
0
w 0
w 0
w
w
1,066
1,00
1103,20
3103206
4.7%
4.7%
►n)1444111031111564.G1617,00
/' .9UAI.R3'COMP.
044•1119C•46404 .
20
329,426
0
w
0
w
0
w
0
w
0
w
0
w
0
w
0
w 0
w
zee
129,620
1.3%
...
0.446 C411A4411434f141..
266
$30.0.26
6'
w
0
-3o
0
w
0
w
0
w
0
w
0
w
0
w 0
$0
2136
SAWS
1.3%
.....
"smear seumase esers fWTAI
1,374
$132,013
0
w
0
w
0
w
0
w
0
w
0
w
0
w
0
w 0
w
1,376
3132,613
pox
Mit
A: fl.o I* IRMM
Q4%
0.01s
7414-`4161416 0.2111641111YM4 ' :
a
$1,771
0
w
0
w
w
0
w
0
w
0
w
0
w
0
w 0
10
62
0,779
w
„. 66 b66t'13w6111 ....
0
w
0
w
0
w
w
0
w
0
w
0
w
0
w
0
w 0
w
o
164
$14,332
0
w
0
w
'w
0
w
i0
w
0
0'
0
0 '
w
w
w
0
0
0
o
0
0
w
w-'
w
w
w
0
0
0
o
0
0
w
w
w
---w
to
w
0
0
0
o
0
a
w
w
w
a
0
o
o
o
0
0
w
w
w
w
164
260
27
020
0
162
314,722
819,122
12,423
z7
w
313,504
00%
1,1%
0.174
06
%1o
6.6x4
0.674
Mali was
1M1we16
no
27
119,122
$2,423
0
0
w
w
0
0
w
w
w
w
0
0
0
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