HomeMy WebLinkAboutAda County Highway District and Idaho Transportation Department Linder Road Overpass Widening Item#9.
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MEMO TO CITY COUNCIL
From: Miranda Carson, Coordination Planner Date: May 12, 2022
Topic: Linder Road Overpass and Widening Design - Intergovernmental Agreement
In April 2021, City Council approved a budget allocation of up to $2.5 million dedicated to building
the Linder Road Overpass. Since then, City Staff has been coordinating with ACHD and to a lesser
extent ITD Staff on this project. In October 2021,the design phase of the Linder Road Overpass and
Widening project was initiated. Right-of-way acquisition and construction are not yet programmed.
The RFQ for design was posted by ACHD earlier this year,and Keller and Associates was the selected
consultant for design. The City and the Idaho Transportation Department (ITD) were included in
the scope of work review. Ada County Highway District (ACHD) is in process of finalizing
negotiations for the scope of work and design estimate with Keller. Design is anticipated to take 18
months and the preliminary cost estimate is approximately $1.6M. The ACHD Commission review
for the IGA and Scope of Work are anticipated for May 251h.
The intent of this memo is to update Council on the project status overall and the terms of the
Intergovernmental Agreement (IGA) for design of the project. ACHD and City staff have prepared
the attached draft IGA in preparation for that agreement to be brought forward for Council consent
May 241h. ITD is currently reviewing the final draft,but there are no changes from ITD are foreseen.
The final scope with schedule and cost will be included in the May 241h agenda packet as Exhibit A
of the IGA.
Parties and Scope: The IGA between the City, ITD, and ACHD is limited to design of the project and
does not include right-of-way acquisition or construction.
Project Description: The project includes expanding Linder Road to 5 lanes between Overland
Road and Franklin Road and incorporates a new 4 lane ITD Interstate-84 overpass. In addition to
the roadway widening and overpass, the project will include: (2) two pedestrian hybrid beacons at
the intersections of Linder Road and Kennedy Lateral, and Linder Road and Ten Mile Creek; and
bicycle and pedestrian facilities including a raised concrete barrier on the bridge.
ACHD's Responsibilities:ACHD will hire and manage the consultant to complete design in no more
than 24 months. Notice to proceed will immediately follow the ACHD Commission approval of the
design contract. ACHD will have the final authority to make all decisions regarding the design and
coordinate with ITD on the formal bridge design process.
City's Responsibilities: City will participate on the ACHD project team and maintain a reserve
account of$2.5M from which to provide reimbursement to ACHD for design services.
ITD's Responsibilities: ITD will coordinate with ACHD for the design of the new 4 lane ITD
Interstate-84 overpass and participate on the ACHD project team. ITD will not seek any financial
reimbursement from the City for any ITD expenses related to design.
Please let me know if you have any questions regarding the IGA.
Page 168
INTERAGENCY AGREEMENT
FOR CITY OF MERIDIAN'S FINANCIAL
CONTRIBUTION TO ACHD PROJECT,
LINDER ROAD, OVERLAND TO FRANKLIN DESIGN PHASE
P-
This Agreement is entered into this 2 day of May, 2022, by and between the City of
Meridian, hereinafter referred to as "City", the Ada County Highway District, hereinafter
referred to as "ACHD", and the Idaho Transportation Department, hereinafter called "ITD"
for the purpose of setting forth a general agreement as to cooperation between the parties for the
mutual benefit of the parties to successfully finance the design phase of the Linder Road,Overland
to Franklin road project in Ada County.
WHEREAS, ACHD is a single county-wide highway district, a public entity, organized
and existing pursuant to Title 40,Chapter 14,Idaho Code,as amended and supplemented,with the
exclusive jurisdiction, and authority to maintain, improve, regulate, and operate public rights-of-
way in Ada County;;
WHEREAS, CITY is a public entity organized and operating pursuant to Idaho Code Title
50, as amended.and supplemented. CITY is a municipal corporation with jurisdiction, authority
and police power to regulate and control municipal activities within the City;
WHEREAS, ITD, a public entity and executive department of the State of Idaho, duly
organized and existing pursuant to title 40, Chapter 5, Idaho Code,as amended and supplemented,
with the exclusive jurisdiction over the state highway system;
WHEREAS, ACHD has programmed the design of a road project that expands Linder
Road to 5 lanes between Overland Road and Franklin Road and incorporates a new 4 lane ITD
Interstate-84 overpass ("ROAD PROJECT");
WHEREAS,in addition to the roadway widening and overpass,the ROAD PROJECT will
include: (1) two pedestrian hybrid beacons at the intersections of Linder Road and Kennedy
Lateral, and Linder Road and Ten Mile Creek; and (2) ACHD's Bicycle and Pedestrian Level of
Stress which reflects users' relative comfort and safety on roads and intersections, also including
a raised concrete barrier on the bridge;
WHEREAS, the ROAD PROJECT will have significant benefits to the community,
including adding a direct connection for fire and EMS services linking neighborhoods to the north
with future planned development to the south;
WHEREAS, CITY desires to accelerate the design and development of the ROAD
PROJECT and is willing to assist ACHD financially to fulfill expedited design completion;
WHEREAS,it would be to the mutual benefit of CITY,ACHD, and ITD to work together
to accomplish the much-needed ROAD PROJECT;
WHEREAS,nothing herein shall be interpreted to accelerate or advance the programming
of the ROAD PROJECT. The completion of the ROAD PROJECT is dependent upon ACHD's
project programming and ability to fund the ROAD PROJECT.
WHEREAS,Idaho Code§67-2332 provides that one or more public agencies may contract
with any one or more other public agencies to perform any governmental service, activity, or
undertaking which each public agency entering into the contract is authorized by law to perform,
provided that such contract is authorized by the governing body of each party and that such contract
shall set forth fully the purposes, powers, rights, objectives and responsibilities of the contracting
parties; and
WHEREAS,ACHD, CITY and ITD,pursuant to Idaho Code § 67-2332, have authority to
enter into this Agreement.
NOW THEREFORE, the ACHD, CITY, and ITD do hereby agree as follows:
ARTICLE 1.
DEFINITIONS
As used in this Agreement,the following words when capitalized have the meaning herein
stated:
1.1 ACHD shall mean the Ada County Highway District, a body politic and corporate
of the State of Idaho, whose address is 3775 N Adams Street, Garden City, Idaho 83714-6499.
1.2 CITY shall mean the City of Meridian whose address is 33 E. Broadway Avenue,
Meridian, Idaho 83642.
1.3 ITD shall mean the Idaho Department of Transportation whose address is
3311 West State Street, PO Box 7129 Boise, ID 83707.
1.4 CONSULTANT shall mean the firm selected by ACHD to design the ROAD
PROJECT.
1.5 ROAD PROJECT shall mean ACHD's design of Linder Road from Overland
Road to Franklin Road with a freeway overpass over Ineterstate-84 including necessary
intersection improvements.
ARTICLE 2.
ACHD'S RESPONSIBILITIES
ACHD AGREES TO:
2.1 Hire CONSULTANT to provide design and related professional services for the
ROAD PROJECT consistent with the Scope of Work, Budget and Schedule attached hereto as
EXHIBIT A. ACHD shall issue to CONSULTANT a Notice to Proceed to provide professional
services for the ROAD PROJECT within seven (7) days from the date that this Interagency
Agreement is fully executed.
2.2 Coordinate with ITD for the design of the new 4 lane ITD Interstate-84 overpass,
following ITD's formal bridge design process.
2.3 Invite CITY to participate in the design process for all aspects of the ROAD
PROJECT.
Interagency Agreement ACHD/ITD/City of Meridian— Page 2
Page 170
2.4 Provide to CITY in a timely manner, appropriate documentation of
CONSULTANT fees and costs related to the design of the ROAD PROJECT and seek
reimbursement for the fees and costs charged by CONSULTANT related to the design of the
ROAD PROJECT.
2.5 In no event will ACHD seek reimbursement from CITY in excess of the total fees
and costs charged by CONSULTANT for the professional services related to the design of the
ROAD PROJECT, or Two and a Half Million Dollars ($2,500,000.00) total, whichever is less.
2.6 In no event shall federal funds be used in funding the ROAD PROJECT.
2.7 The estimated fees and costs of CONSULTANT for the design of the ROAD
PROJECT are set forth in the Scope of Work, Budget and Schedule attached hereto as
EXHIBIT A. ACHD agrees that it will not seek reimbursement for any cost overruns of
professional services over and above the maximum amount set forth in Section 2.5.
2.8 ACHD shall own all the rights to the design drawings and supporting
documentation.
2.9 ACHD shall have the final authority to make all decisions regarding the design of
the ROAD PROJECT.
ARTICLE 3.
CITY'S RESPONSIBILITIES
CITY AGREES TO:
3.1 Participate on the ACHD project team related to the design of the ROAD
PROJECT.
3.2 Timely review (no later than 21 days) and provide comment on all plans and
documents associated with the design of the ROAD PROJECT as requested by ACHD.
3.3 Maintain a reserve account in the amounts identified in the Scope of Work,
Budget and Schedule attached hereto as EXHIBIT A, and as further agreed to consistent with
Section 2.5 from which to provide reimbursement to ACHD as provided in Section 2.4.
3.4 Within thirty(30) days after the end of each calendar month and based on receipt
of the information described in Section 2.4 above,remit to ACHD the total amount paid during the
applicable calendar month for the fees and costs incurred for the design of the ROAD PROJECT.
3.5 Reimburse ACHD for any additional fees and costs charged by CONSULTANT
and agreed to as provided in section 2.5.
ARTICLE 4..
ITD'S RESPONSIBILITIES
ITD AGREES TO:
Interagency Agreement ACHD/ITD/City of Meridian— Page 3
Page 171
4.1 Coordinate with ACHD for the design of the new 4 lane ITD Interstate-84 overpass
design, following ITD's formal bridge design process.
4.2 Invite CITY to participate in the design process for the Interstate-84 overpass.
4.3 Participate on the ACHD project team related to the design of the ROAD
PROJECT.
4.4 Timely review (no later than 21 days) and provide comment on all plans and
documents associated with the design of the ROAD PROJECT as requested by ACHD.
4.5 ITD agrees to not seek any financial reimbursement from CITY or ACHD for any
ITD expenses related to design of the ROAD PROJECT.
ARTICLE 5..
MISCELLANEOUS PROVISIONS
5.1 Notice. Any and all notices required to be given by the parties hereto, shall be in
writing, other than those instances in this Agreement wherein oral notice is specifically allowed,
and will be deemed communicated when mailed, first class,postage prepaid in the United States
mail addressed as follows:
a) CITY:
City Clerk
City of Meridian
33 E. Broadway Avenue
Meridian, Idaho 83642;
b) IDAHO DEPARTMENT OF TRANSPORTATION
3311 W. State Street
PO Box 7129
Boise, ID 83707-1129
c) ADA COUNTY HIGHWAY DISTRICT:
Senior Project Manager, Capital Projects
Ada County Highway District
3775 N. Adams Street
Garden City, Idaho 83714
5.2 The effective date of this Agreement will be immediately after all Parties have
approved this Agreement and official signatures have been affixed.
5.3 In the event of termination, any amounts due and owing to CONSULTANT for
work performed shall remain the responsibility of CITY consistent with Articles 3 and 4.
5.4 No Party to this Agreement shall assign its interest in whole or in part in this
Agreement without the written consent of the other Parties.
Interagency Agreement ACHD/ITD/City of Meridian— Page 4
Page 172
5.5 This Agreement shall be governed by the laws of the State of Idaho.
5.6 This Agreement may be amended only by written instrument signed by all Parties.
The parties agree to cooperate in good faith in any future supplemental agreement or addendum.
5.7 Should any portion of this Agreement be found to be unenforceable by a court of
competent jurisdiction such determination shall not void the entire Agreement,but will be limited
only to those unenforceable provisions.
5.8 In the event any Party to this Agreement is required to initiate or defend litigation
with respect to the terms hereof, or the rights granted hereunder, the prevailing party in such
litigation shall be entitled to all reasonable attorney's fees and costs incurred in such litigation.
5.9 Bindiny-Effect. This Agreement shall be binding upon and inure to the benefit of
the Parties.
5.10 Counterparts, This Agreement may be executed in counterparts, each of which
shall be deemed an original, but all of which together shall constitute one and the same
instrument;
5.11 Time of Essence. Time is of the essence.
5.12 Breach. In the event of a breach of the terms and conditions of this Agreement, a
non-breaching party has the right to terminate the agreement after 30 days written notice to a
breaching party.
IN WITNESS WHEREOF, the Parties have hereunto caused this Agreement to be
executed, on the day, month and year first above written.
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Interagency Agreement ACHD/ITD/City of Meridian— Page 5
A KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
SCOPE OF WORK
Linder Road, Overland Road to Franklin Road
ACHD Project No. 522038
The Linder Road, Overland Road to Franklin Road project will expand Linder Road from two
lanes to five lanes between Overland Rd and Franklin Rd and incorporate a new four-lane
Interstate 84 overpass. The project will connect to both the existing intersections of Linder Rd
and Overland Rd, and Linder Rd and Franklin Rd to accommodate the roadway expansion.
Pedestrian and bicycle facilities will be in accordance with Livable Streets Performance
Measures adopted by the ACHD Commission. Only the connect legs of intersections will be
improved. The project includes Pedestrian Hybrid Beacons near Waltman Lane and at the Ten
Mile Creek pathway. Alternate or additional enhanced crossing locations may be evaluated by
the project team. The project will include continuous street lighting between Overland Road and
Franklin Road. The project will include the replacement of ACHD bridges, #1200 over the Ten
Mile Creek and#1537 over the Kennedy Lateral. Relocate irrigation facilities along the project.
Two virtual public involvement meetings will be required.
Keller Associates, herein called the Consultant, will design the project and supply documentation
in accordance with this scope of work, the current version of the ISPWC specifications with the
current ISPWC updates as amended by ACHD adopted supplements, including the ACHD
Supplemental Traffic Provisions. Precision Engineering, LLC will provide traffic signal design
for the intersection of Overland and Franklin, along with the design of the two PHBs, herein
called Sub-consultant. Forsgren will provide the structural design of the overpass and coordinate
with ITD bridge section, herein called Sub-consultant. Terracon will conduct geotechnical field
investigations, testing, calculations, and reporting for the project, herein called Sub-consultant.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 1 of 35 page 174
D KELLER
Linder Road, Overland to Franklin Scope of Work
TABLE OF CONTENTS
SCOPE OF WORK 1
Definitions and Acronyms 4
Implied Terms 5
Coordination of Scope of Work 5
1 .0 GENERAL PROVISIONS 5
1.1 Progress Meetings & Meridian Task Force Meetings .................................................... 5
1.2 Project Administration.................................................................................................... 6
1.3 ACHD Standards ............................................................................................................ 6
2.0 PUBLIC INVOLVEMENT 7
2.1 Outreach(Not in Scope of Work)................................................................................... 7
2.2 Virtual Public Meetings.................................................................................................. 7
3.0 LOCATION SURVEYING AND MAPPING 8
3.1 Project Control................................................................................................................ 8
3.2 Boundary Survey and Monument Preservation.............................................................. 8
3.3 Topographic Survey and Base Map................................................................................ 9
4.0 30% DESIGN 10
4.1 Geotechnical Investigation............................................................................................ 10
4.2 Not Used....................................................................................................................... 14
4.3 I-84 Overpass Bridge Alternate Study.......................................................................... 14
4.4 Tenmile Creek and Kennedy Lateral Bridges............................................................... 17
4.5 Concept Roadway Design............................................................................................. 18
4.6 Traffic ........................................................................................................................... 18
4.7 Hydraulic/Stormwater Design ...................................................................................... 19
4.8 Irrigation Facilities........................................................................................................ 20
4.9 Environmental Evaluation ............................................................................................ 21
4.10 30% Design Submittal .................................................................................................. 23
4.11 30% Review Meeting.................................................................................................... 24
5.0 75% DESIGN 24
5.1 75% Traffic Signal Design............................................................................................ 25
5.2 Roadway Design........................................................................................................... 25
5.3 Hydraulic/Stormwater Design ...................................................................................... 25
5.4 Gravity Irrigation.......................................................................................................... 25
5.5 Signing, Pavement Marking, Illumination.................................................................... 25
5.6 Agency and Utility Coordination.................................................................................. 25
5.7 Utility Plans .................................................................................................................. 26
5.8 Temporary Traffic Control ........................................................................................... 26
5.9 Pedestrian Detour Plan.................................................................................................. 26
5.10 Quantities and Construction Estimate........................................................................... 27
5.11 75% Design Submittal .................................................................................................. 27
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 2 of 35 page 175
D KELLER
Linder Road, Overland to Franklin Scope of Work
5.12 75% Review Meeting.................................................................................................... 28
6.0 95% DESIGN 29
6.1 Roadway Design........................................................................................................... 29
6.2 95% Design Submittal .................................................................................................. 29
6.3 95% Review Meeting.................................................................................................... 33
7.0 99% DESIGN SUBMITTAL 33
7.1 Finalize Plans for Right of Way Acquisition................................................................ 34
8.0 CONSTRUCTION ENGINEERING 35
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 3 of 35 page 176
A KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
General
Consistent with professional standard of care, Consultant shall provide management,
coordination and direction to project team and sub-consultants to complete project deliverables
on time and within budget.
Definitions and Acronyms
404 Permit— Section 404 of the Clean Water Act which addresses permits for dredged or fill
material in Waters of the US, administered by the U.S. Army Corps of Engineers
AASHTO—American Association of State Highway and Transportation Officials
ACHD—Ada County Highway District
ADT—Average Daily Traffic count
Agreement Administrator—The ACHD Project Manager is responsible for administering the
contract and overseeing the design.
CAC—Community Advisory Committee
CAD—Computer Aided Design
COMPASS—Community Planning Association of SW Idaho
CPM—Critical Path Method
CSS—Context Sensitive Solutions
FA—Forsgren Associates (Sub-consultant to Keller Associates)
FHWA—Federal Highway Administration
EPA—Environmental Protection Agency
GIS—Geographic Information System
GSI—Green Stormwater Infrastructure
Holidays—ACHD recognized holidays occur on: New Year's Day, Presidents' Day, Memorial
Day, Independence Day, Labor Day,Veterans Day, Thanksgiving Day, Friday after
Thanksgiving, Christmas Eve, and Christmas Day.
ITD -Idaho Transportation Department
Man-Hour—Hour(s) of time required for an individual to complete an itemized task designated
by the project scope of work. Personnel functions shall be rounded up to the nearest Man-Hour.
MOU—Memorandum of Understanding
NEPA—National Environmental Policy Act
PIM—Public Involvement Meeting
PMG—Project Management Guide
PSA—Professional Service Agreement, or Professional Agreement. This is a written agreement
or contract between ACHD and the Prime Consultant
Prime Consultant—The firm contracting with ACHD, for the performance of work prescribed
in the contract.
Project Manager—(Also abbreviated as "PM"). The ACHD point of contact for the project.
ROW—Right of Way
SHPO— State Historic Preservation Office
Study Area—The expanded area of influence generated by the project area.
Sub-Consultant—Who the prime Consultant sublets part(s) of the design contract.
SOW— Scope of Work
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 4 of 35 Page 177
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
SWPPP— Storm Water Pollution Prevention Plan
Implied Terms
In order to avoid confusing repetition of expressions in this Scope of Work, it is provided that
whenever anything is to be required, directed, specified, authorized, furnished, given, designated,
permitted, reserved, approved, disapproved, accepted, or rejected, it shall be understood as if the
expression were followed by the words "by the Project Manager" or"to the Project Manager"
Whenever anything is to be performed, designed, computed, calculated, analyzed, determined,
evaluated, surveyed, obtained, established, contacted, estimated, investigated, prepared,
developed, delivered, collected, and/or recorded, it shall be understood as if the expression were
followed by the words "by the Consultant(either prime or sub)" or"to the Consultant (either
prime or sub)."
Coordination of Scope of Work
The Scope of Work and Professional Services Agreement are essential parts of the project, and a
requirement occurring in one is as binding as though occurring in all. They are intended to be
complementary and to describe and provide for a complete package.
Checkpoints or milestones have been established at various stages that require approval of
specific project information. These checkpoints are:
30% Design Review Submitted on (10-27-2022)
75%Design Review Submitted on (03-23-2023)
95% Design Review Submitted on (07-20-2023)
99%Design(Right of Way Plans) Submitted on(10-26-2023)
1 .0 GENERAL PROVISIONS
1.1 Progress Meetings & Meridian Task Force Meetings
Products and Deliverables
• Kick-Off Meeting
• Milestones Meetings and Agendas
• Draft Meeting Minutes/Summary
• Final Meeting Minutes/Summary
ACHD Responsibilities
• Schedule and provide facility for progress meetings
• Review and approve summary and action items
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 5 of 35 Page�7s
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
Assumptions
• The project is expected to be eighteen months in duration
• Eighteen progress meetings are assumed and additional meetings must be approved by
ACHD. Each meeting will last one hour with an additional hour budgeted for each
meeting for Consultant PM to prepare agendas and meeting minutes. Consultant PM and
two other Consultant staff will attend progress meetings. Precision, Forsgren, Terracon,
and Bionomics will attend as invited for specific meeting discussions, estimate effort is in
the labor estimate.
• ACHD will review and approve summary within one week
• Four City of Meridian Task Force meetings are assumed. Each meeting to last two hours
with additional hour for each meeting to prepare. Consultant PM and one subconsultant
will attend.
• Action items will be completed by due date
1.2 Project Administration
Products and Deliverables
• Time-scaled logic diagram (Gantt Chart),updated monthly and submitted with monthly
invoicing
• Monthly Project Status Report (updated monthly and included with invoice)
• Earned Value Report
• Invoice (PDF emailed to invoicesgachdidaho.org) which includes a table on the first
page dividing total invoice amount into project sub-numbers based on these percentages:
ACHD Responsibilities
• Review and approve Schedule, Invoice and Monthly Project Status Report
1.3 ACHD Standards
All projects shall follow the ACHD Policy Manual. Refer to section 3004 ROADWAY
DESIGN STANDARDS. Where both minimum and desirable values are provided, every
reasonable effort shall be made to achieve the desirable standards. Any design exception must be
approved by ACHD in writing. The roadway widths adopted by ACHD and identified on the
Master Street Map shall serve as the basis for beginning evaluation. If the proposed width or
other standard is less than ACHD standards, it must be documented,justified, and approved by
ACHD.
Additionally,the following standards shall be used:
• ACHD Livable Street Design Guide
• Ada County Master Streets Map
• ACHD Complete Streets Policy
• AASHTO Guide for Flexibility in Highway Design
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 6 of 35 page 179
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
• Roundabout Application Guidelines for Ada County
• ACHD CAD Standards
• Green Stormwater Infrastructure (GSI) Guidance Manual
• Stormwater Management Pond Revegetation Guidance Manual
• The I-84 Overpass Bridge is required to meet ITD requirements and will utilize the ITD
Standards listed below. If any of the following ITD Standards conflict with ACHD
Standards then ITD standards will take precedent and be utilized on the I-84 Overpass
Bridge design,plans, and specifications:
o ITD LRFD Bridge Design Manual
o AASHTO LRFD Bridge Design Specifications, 9th Edition. Unless a more current
version is adopted by ITD at time of the Situation& Layout approval.
o The current version of the ITD Standard Specifications in use by ITD at time of
Situation& Layout approval will be utilized for bridge construction.
o Bridge plans will be prepared in accordance with ITD ORD format in
MicroStation.
2.0 PUBLIC INVOLVEMENT
2.1 Outreach (Not in Scope of Work)
2.2 Virtual Public Meetings
Products and Deliverables
• Preparation for meetings including pre-PIM
• Meeting materials (agenda, display boards, etc.)
o Any exhibits to be on project website must be ADA compliant for viewing online
• Plan view display board converted to 11"x17" PDF(s)
• Consultant will design public involvement notification mailers in Adobe InDesign or
Illustrator and provide working files and links to ACHD once finalized.
• Consultant will prepare a brief comment summary outlining themes from what was heard
from the public as well as an executive summary in an infographic format.
Assumptions
• Two virtual public meetings will be held. PIM 1 will be at concept and PIM 2 will be
during the design phase.
• ACHD will review and approve all public involvement notification mailers;
• ACHD will provide the following advertising materials:
o Sandwich boards, newspaper ads, social media posts
• ACHD will advertise meetings
• Consultant will prepare two (2) Esri ArcGIS Online StoryMap (StoryMap) or equivalent,
meetings (including an online comment form)to present information to the public and
gather feedback/comments.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 7 of 35 page 180
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
• Exhibits:
o Visualization exhibits/renderings/sliders will be created for public meetings that
extend beyond the typical roll plots over an aerial.
o Printable versions of exhibits/engagement effort and survey will be provided to
ACHD for those that request printed information be mailed to them. The printable
format will mirror what is seen online and will be high quality.
o All materials will be ADA compliant.
• ACHD will be responsible for printing and postage of notification materials and follow-
up letters
3.0 LOCATION SURVEYING AND MAPPING
3.1 Project Control
• Coordinates for all survey data including topographic data, Right of Way data,
monuments, control points set and found, benchmarks, and all mapping shall be provided
to ACHD on the Ada County GIS Coordinate System which is a modified state plane
projection unique from standard Idaho State Plane Coordinate system.
• Calibration points shall be set outside of the construction limits to form a box around the
length and width of the project. Four(4) calibration points shall be set for projects under
2,000 linear feet, two before the beginning of construction and two past the end of
construction. On projects over 2,000 feet, an additional two monuments will be set near
the middle of the project(outside the construction limits). Intersection projects will
require placement of five (5) calibration points. One at the limits of each intersection leg
and one near the center of the intersecting roadways. The calibration points shall be a
minimum of a %2 inch rebar with control cap. The monuments must have Ada County GIS
coordinates and the elevation shown for each monument. Elevation shall be based on the
North American Vertical Datum(NAVD) 88.
• Temporary Benchmarks (TBM's) shall be set at intervals of approximately 500 feet. The
TBM's shall be established in locations which minimize disturbance during construction
and must be easily accessible to the contractor and/or surveyor. Monuments within the
roadway, i.e. centerline monuments, and intersection monuments as well as chiseled"X"
in curbs which will be destroyed during construction shall not be used as TBM's.
• Additional control will be set on the north and south sides of 1-84 at the location of the
proposed bridge.
3.2 Boundary Survey and Monument Preservation
• Right of Entry letters prepared and delivered to ACHD for review and approval. After
ACHD approval, the letters shall be delivered to the property owners by the consultant at
least 7 days before survey activities begin.
• Request Title Reports for approximately 36 parcels; parcel numbers and name of owners
will be included in request.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 8 of 35 page 181
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
• Perform research of ROW plans, records of surveys, subdivision plats, corner
perpetuation and filing forms (CP&Fs),National Geodetic Survey(NGS) data records for
use in determining existing right-of-way and monument preservation per Idaho Code (IC)
55-1313.
• Perform a boundary survey to determine existing rights-of-way and monuments of record
and not of record to be used in right-of-way acquisition and monument preservation.
• Prepare descriptions and exhibits for approximately 36 property acquisitions.
• Monument property corners of property acquisitions and prepare and record, a record of
survey per Idaho Code (IC) 55-19. Property corners will be monumented on acquired
parcels. Permanent easements will be monumented at the discretion of the professional
land surveyor. Record of Survey cannot be completed until ACHD provides copies of all
the recorded documents.
• Provide a monument preservation control sheet with required actions.
• Prepare an existing Right of Way and property ownership base map including available
easement data.
• Right of way/appraisal staking—Staking includes existing right of way lines, proposed
right of way acquisitions and all easements including temporary easements. Lines shall
be staked according to ACHD survey standards:
o Existing Right of Way—Red flagging or paint
o Proposed Right of Way—Orange flagging or paint
o Permanent Easement—Yellow flagging or paint
Temporary Easement—Blue flagging or paint
3.3 Topographic Survey and Base Map
• Request to ACHD and digline for utility locates. Hire private utility location company to
mark existing underground utilities.
• Base mapping for design and digital terrain model of existing ground and features will be
developed using LiDAR data collected for this project along an approximate 300-foot-
wide corridor for the length of the project.
• Provide supplemental topographic surveying to include visible and marked utilities,two water
crossings, minor canal cross sections, bridges, potholes, and items not able to be located with
the UDAR data.
Products and Deliverables
• All Surveyors, Consultants and Contractor personnel working on or near school property
must fill out the National Sex Offender Registry.
ACHD Responsibilities
• Review, approve, sign, and deliver the right of entry letter back to the consultant.
• Supply Title Reports within 30 days of request, or as they are received, via ACHD's
PWA site, notifying Consultant when uploaded.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 9 of 35 Page�a2
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
• Provide utility facility maps to Consultants and transmit design review drawings to
municipalities, utility companies, and irrigation districts.
• Provide additional title reports upon request.
• ACHD will provide consultant with all old right of way plans, if any.
Assumptions
• The roadway and Right of Way mapping limits consist of a corridor approximately 300-
feet wide, centered on the section line. Additional survey width may be required to
identify property features (i.e. fence lines) along project corridor. Features will be
surveyed beyond the fence lines where feasible and relevant to the project and will be
included in right of entry letters. Topographic survey for driveways will go back 100 feet
or to the garage door,whichever occurs first.
• All survey data including found and set monuments shall be converted to the Ada County
GIS Coordinate System which is a modified state plane projection unique from standard
Idaho State Plane Coordinates. All mapping provided to ACHD shall be on the Ada
County GIS Coordinate System. A list of physical monuments with the corresponding
Ada County GIS coordinates is available at https:Hadacouply.id.gov/Development-
Services/Surveying-Division/GPS-Control.
o The feature location surveys for determination of x,y,z coordinate values, shall
comply with FGDC Geospatial Positioning Accuracy Standards, Part 4: Standards
for Architecture, Engineering, Construction(A/E/C), and Facility Management.
• This scope of work assumes 36 parcels may have Right of Way impacts and require legal
descriptions and accompanying sketches, exhibits, and record-of-survey.
• All original field notes and computer files shall become the property of ACHD.
• No paper copies of the base map will be provided.
• The First Order National Geodetic Survey(NGS) monument located within the project
will not be relocated as part of this project.
4.0 30% DESIGN
The minimum information required on 30% design review plans shall show existing
facilities/features (including utilities) and location and general design features of planned
facilities including existing and proposed right of way. This includes but is not limited to line
and grade and other related items that will affect project design. These plans should be 30%
complete at minimum.
4.1 Geotechnical Investigation
Terracon will perform field explorations and laboratory analyses of existing soils and will
prepare geotechnical engineering reports for the foundations of the proposed bridges, MSE walls,
embankments, drainage improvements, and pavements.
Field Exploration
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 10 of 35 page 183
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
Terracon's field exploration will include the following:
• New Overpass - A total of three borings (one at each abutment and one at the center pier)
will be drilled to depths no greater than about 100 feet to provide information for the new
bridge foundations.
• MSE Walls and Embankments - A maximum of eight borings will be drilled in areas of
the proposed MSE walls at the approach embankments. These borings will be drilled at a
horizontal spacing of approximately 200 feet to maximum depths of about 20 to 40 feet
or to auger refusal, depending on the height of the wall at the boring location.
• 10-Mile Creek Bridge -A total of two borings (one at each abutment)will be drilled to
depths no greater than about 20 to 30 feet, or to auger refusal, to provide information for
the new bridge foundations.
• Pavement Improvements— Subsurface information from the borings drilled for the
structures will also be used for design of the new pavements, as appropriate. In addition,
four to five pavement borings will be drilled to a depth of about 5 feet to obtain samples
of subgrade soils for pavement design. These borings will typically be spaced about 500
to 700 feet from other borings.
• Stormwater Management Areas—No more than three borings will be drilled in proposed
stormwater management areas to explore the subsurface soil conditions and to construct
piezometers for future groundwater measurement. The piezometers will be constructed
in each boring using two-inch I.D. PVC and will be protected with a flush-mount vault
and locking cap. The piezometers will extend to a maximum depth of about 17'/2 feet or
to auger refusal, whichever occurs first. No more than three infiltration tests will be
performed. See below for a discussion regarding infiltration testing services.
Terracon will use a subcontracted traffic control provider during our drilling operations.
Terracon will submit permit applications to ACHD and ITD (including traffic control plans) for
work to be performed in the right of way.
The borings will be logged by a field engineer or geologist, and samples will be collected during
drilling. The borings will be backfilled in accordance with IDWR requirements.
Prior to drilling, Terracon will mark the proposed boring locations and contact Digline, the local
"one-call"utility locate service, to coordinate the identification of buried utilities near the
proposed boring locations. If there are existing on-site utility lines that will not be marked by
this service, these utilities will need to be marked by the project or property owner prior to
drilling activities. The services of a private utility locating subcontractor are not included in our
services, and we cannot be responsible for utilities that are not marked.
Groundwater Measurements
In accordance with the ACHD Policy Manual, groundwater measurements will be taken twice
monthly from approximately mid-April through the end of October 2022.
Infiltration Testing
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 11 of 35 page 184
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
Details regarding the project's stormwater management facilities have not yet been developed.
Once details of specific stormwater management facilities are determined, up to three infiltration
tests will be performed at specifically selected stormwater management locations using a method
described in Appendix B of Section 8200 of the ACHD Policy Manual. The specific test
method(s)will be selected once the type(s), depth(s), and locations of the stormwater facilities
are known and considering access and public safety at the selected locations. For budgeting
purposes, we assume the infiltration tests will consist of in-situ small-scale pilot infiltration test
performed in backhoe test pits. We assume these infiltration tests will be outside of roadway and
shoulder areas and that traffic control will not be required to construct or perform the tests.
Laboratory Testing
Laboratory testing will be conducted on representative samples of soil obtained from the field
exploration, and may include: moisture content, gradation, Atterberg limits,pH, minimum
resistivity, consolidation, R-value, and moisture-density relationships. The actual tests
performed will depend on the specific soil conditions encountered. At the end of our services,
samples will either be disposed of or picked up by ACHD for storage.
Geotechnical Engineering Analysis
Geotechnical engineering analyses that will be performed for the three bridges, MSE Walls, new
pavements, embankments, and stormwater management testing include:
• Evaluate soil samples and laboratory data for variations in pavement subgrade support.
• Reduce traffic data to evaluate design traffic loading for pavement reconstruction.
• Develop a flexible pavement section design for the proposed roadway reconstruction
using ACHD design procedures.
• Evaluate driven pile foundation lateral and axial capacities for the overpass structure. A
spread footing foundation type and a pile foundation type will both be evaluated for the
pier.
• Evaluate spread footing bearing capacities for the structures at the Kennedy Lateral and
10-Mile Creek.
• Evaluate bearing capacity for contractor design of MSE Walls.
• Evaluate settlement of spread footings, MSE walls, and embankments.
• Evaluate lateral earth pressures.
• Evaluate seismic site class based on the encountered soil conditions.
Geotechnical Engineering Reports
Terracon will prepare a total of two reports, as described below:
• A report meeting the requirements in the ITD Materials Manual for a Geotechnical
Engineering Report will be prepared for the proposed overpass and associated MSE
retaining walls and approach embankments.
• A report will be prepared that includes geotechnical engineering recommendations for the
proposed structures at the Kennedy Lateral and Tenmile Creek, for the proposed new
flexible pavements for Linder Road, and for the proposed stormwater improvements.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 12 of 35 page 185
KELLER
&--ara r. Linder Road, Overland to Franklin Scope of Work ASSOCIATES
This report will not meet the requirements for an ITD Geotechnical Engineering Report
or Roadway Materials Report.
A draft version of each report will be submitted for review by the design team and ACHD.
Review comments will be addressed and incorporated, as appropriate, into a final version of the
report. The scope and budget do not include additional revisions after submittal of the final
report.
Preparation of Geotechnical Related Special Provisions
Terracon will develop geotechnical related special provisions, as needed for the project.
Review of Geotechnical Aspects of Plans and Special Provisions
Terracon will review the geotechnical aspects of the project plans and special provisions.
Results of this review will be presented in a letter to Keller Associates, Inc.
Products and Deliverables
• Draft Geotechnical Engineering Report for the proposed overpass and associated MSE
walls and approach embankments. (This report will meet the requirements in the ITD
Materials Manual for a Geotechnical Engineering Report).
• Draft geotechnical engineering report for the proposed Kennedy Lateral and Tenmile
Creek structures, pavements, and stormwater management improvements. (This report
will not meet the requirements in the ITD Materials Manual for a Geotechnical
Engineering Report or Roadway Materials Report).
• Final Geotechnical Engineering Report for the proposed overpass and associated MSE
walls/embankments that incorporates ACHD and ITD review comments, as appropriate.
• Final geotechnical engineering report for the proposed Kennedy Lateral and Tenmile
Creek structures, pavements, and stormwater management improvements that
incorporates ACHD review comments, as appropriate.
• Groundwater measurements from the piezometers. Groundwater measurements taken
after submittal of the final geotechnical engineering report will be reported via email.
• Geotechnical related special provisions will be prepared by Terracon for inclusion in the
design submittals.
• Letter that includes Terracon's comments from review of the geotechnical aspects of the
project plans and special provisions.
ACHD Responsibilities
• Obtain permission from owners for field exploration on private property, if applicable.
• Waive fees associated with the ACHD Temporary Highway Use Permit for borings
drilled in ACHD right of way.
• Supply traffic volume information for pavement design.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 13 of 35 page 186
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
Assumptions
• The boring and piezometer locations will be accessible with a truck-mounted drill rig.
• Drilling and other work within ACHD right of way will be performed during the daylight
hours of 9:00 am to 4:00 pm. Fieldwork within ITD right-of-way will require nightwork
between 10:00 pm and 5:00 am. We assume ITD will waive the permit fee for these
services.
• Private utility location services are not included in this scope. If private utilities not
identified by DigLine are located near the exploration locations, these should be located
by the property owner. If a private utility locating contractor is needed to identify utility
locations on private property, a supplemental agreement will be needed.
• MSE walls will be constructed at the overpass approaches on both sides of Linder Road.
MSE walls will have lengths no greater than 500 feet.
• No more than three infiltration test locations will be required. Small-scale pilot
infiltration tests will be performed in private property. If infiltration tests will be located
in existing right of way, falling head borehole test methods will be used.
• After completion of drilling and infiltration testing, the boring and infiltration rate test
locations will be surveyed by the project surveyor.
• The intersections of Linder Road with Franklin Road and Overland Road will not be
included in this project.
• Rigid pavement section and pavement rehabilitation alternatives will not be provided, and
a life cycle costs analysis will not be performed.
• The overpass bridge may be supported on pile foundations, so it can be designed with
integral abutments. The Kennedy Lateral and Tenmile Creek structures will be supported
on shallow foundations.
• ITD Materials Report formats will not be required for the Linder Road pavement
improvements or the structures over the Kennedy Lateral and Tenmile Creek, and ITD
will not review the report for these features.
• Keller will prepare the Foundation Investigation Plats for the overpass structure and
associated MSE walls for inclusion in the ITD Geotechnical Engineering Report.
4.2 Not Used
4.3 /-84 Overpass Bridge Alternate Study
The Bridge Alternate Study for the I-84 Overpass will be completed as an ITD Type, Size &
Location(TS&L) Report in accordance with applicable sections of ITD Bridge Design Manual.
After approval of the TS&L Report, an ITD Situation& Layout (S&L)plan set will be prepared
for approval by ITD.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 14 of 35 page 187
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
Draft TS&L Report—A TS&L report shall be prepared that considers up to 4 prestressed
concrete options. Steel plate girder options will not be considered given the higher cost per
square foot listed in the published ITD bridge type costs. The anticipated options are:
• Option 1 —2-span prestressed concrete girder bridge with cast-in-place deck and MSE
wall abutments. This option has shorter length, thinner height girders than option 2.
• Option 2—2-span prestressed concrete girder bridge with cast-in-place deck and 2:1 fill
slope abutments. This option will have longer length, deeper girder height than option 1
but eliminate the need for MSE walls.
• Option 3 —2-span prestressed concrete deck bulb tee girder bridge with MSE wall
abutments. This option is similar in length and configuration to Option 1. The deck bulb
tee girders will allow for faster construction and have shorter length, thinner height
girders than option 4.
• Option 4—2-span prestressed concrete deck bulb tee girder bridge and 2:1 fill slope
abutments. This option is similar in length and configuration to Option 2. The deck bulb
tee girders will allow for faster construction and have longer length, deeper height girders
than option 3.
As part of the TS&L Report, prepare conceptual sketches of the 4 bridge options. The conceptual
sketches will be basic S&L sheets. The plan views are anticipated to be outlines of the deck and
piers with minimal dimensioning and detail (essentially outlines with no fine detailing). The
elevation view will be similar with basic outline of the superstructure and approach fills/MSE
walls with no fine detailing. A typical section of the bridge will also be included. 1 sheet per
option is anticipated(total of 4 sheets). The conceptual sheets will be incorporated as an
appendix into the report. After internal QAQC, the Draft TS&L Report will be submitted to ITD
and ACHD for review and comment.
Final TS&L Report—A review meeting will be held to discuss comments by ACHD and ITD
on the Draft TS&L Report. After this meeting, the comments from ITD and ACHD will be
incorporated, and a stamped Final TS&L Report will be submitted to ITD and ACHD for
approval.
Draft S&L Plans — Situation&Layout(S&L)plans will be prepared for the selected bridge
alternative from the TS&L Report. The Preliminary S&L will be submitted for ITD and ACHD
to review and comment. The anticipated sheet list is per the following table:
Anticipated Bridge Sheet List for S&L Submittal
Sheet Description # of Shts
Situation and Layout 1
Sheet Index, Quantities, &Vicinity Map 1
Design and General Notes 1
Foundation Investigation (by Terracon) 2A
MSE Wall Layout (if needed) 1
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 15 of 35 Page ass
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
Pier Plan & Elevation 1
Typical Section & Details 1
Total Sheets = 6'
Final S&L Plans —A review meeting will be held to discuss comments by ACHD and ITD on
the Draft S&L plan set. After this meeting, the comments from ITD and ACHD will be
incorporated, and a Final S&L plan set will be submitted to ITD and ACHD for approval.
Approval of the Final S&L Plan set will constitute approval to start 95% design for ACHD (Final
Bridge Design for ITD's process).
Products and Deliverables
• Draft TS&L Report
• Final TS&L Report
• Draft S&L Plan Submittal
• Final S&L Plan Submittal
ACHD Responsibilities
• Review and Comment
Assumptions
• Perform a QC (check) and QA(Sr. Independent Review) of the TS&L Report and S&L
Plans per ITD Bridge requirements and internal QAQC policies.
• Up to 4 bridge alternates will be evaluated.
• As this is a new crossing, the bridge will be constructed with no construction traffic
accommodation and no need for any type of phased construction.
• The Roadway designers will provide appropriate end terminals that tie into the bridge
railings at the end of the bridge. No modification to ITD bridge railing standards is
anticipated.
• Horizontal and vertical alignment modeling and roadway related quantities for the TS&L
and S&L submittals will be provided to roadway design team.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 16 of 35 page 189
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
• I-84 roadway typical section, clear width, and height under the bridge is anticipated to be
very similar to the recently constructed Cloverdale Overpass.
• MSE wall configuration, if used, is anticipated to be similar to the recently constructed
Cloverdale Overpass.
• Terracon will provide a geotechnical report that meets the requirements of ITD's
Geotechnical Engineering Report. Keller will provide the Foundation Investigation
bridge plan sheets in accordance with ITD CAD standards.
4.4 Tenmile Creek and Kennedy Lateral Bridges
ACHD has determined both structures will be precast concrete structures. The Kennedy Lateral
and Tenmile Creek will be replace with concrete box and concrete stiff-leg structures. A
Situation& Layout(S&L)plan set will be prepared for approval by ACHD.
Draft S&L Plans — Situation&Layout(S&L)plans will be prepared for the in-kind structure.
The Preliminary S&L will be submitted to the Irrigation District and ACHD for review and
comment. The anticipated sheet list is per the following table:
Anticipated Sheet List for S&L Submittal
Sheet Description # of Shts
Situation and Layout (Each Crossing) 2
Design and General Notes 1
Foundation Investigation (by Terracon) Tenmile Only 1 A
Total Sheets by = 4'
Final S&L Plans —A review meeting will be held to discuss comments by the Irrigation
District and ACHD on the Draft S&L plan set. After this meeting, the comments from the
Irrigation District and ACHD will be incorporated and a Final S&L plan set will be submitted
ACHD for approval. Approval of the Final S&L Plan set will constitute approval to start 75%
design for ACHD .
Products and Deliverables
• Contact reports for meetings with Irrigation Districts
• Draft S&L Plan Submittal
• Final S&L Plan Submittal
ACHD Responsibilities
• Review and Comment
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 17 of 35 page 190
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
Assumptions
• No bridge alternates will be evaluated, replace in-kind.
4.5 Concept Roadway Design
Design conceptual roadway geometry for the proposed improvements. Consultant will prepare
roll plot of the concept design based on the typical section showing lane widths for approval by
ACHD. Consultant will prepare two (2) alternatives, one that is centered about the sections line
and the other one with the centerline shifted west of section line. Roll plots will identify concept
level right-of-way impacts, utility impacts, and other design constraints of each alternative.
Attend review meeting with ACHD to discuss the alternatives.
Products and Deliverables
• Plan view roll plots of roadway alternatives
ACHD Responsibilities
• Transmitting plans sets to project team.
• Provide internal review of deliverables
Assumptions
• Preparing additional alignment and typical section alternative beyond this scope of work
will be completed as additional services.
• No roadway lanes will be added at the existing intersections except for adding a lane for
the south leg of the Linder/Franklin intersection.
4.6 Traffic
Precision will identify signal pole locations and mast arm lengths at the intersections and ensure
sufficient right-of-way is provided to meet ADA requirements.
Keller will prepare a traffic operations report for the intersections of Linder Rd and Overland Rd,
and Linder Rd and Franklin Rd. Use existing intersection counts and COMPASS travel demand
model output to calculate opening-year and forecast-year turning movement projections by the
Furness Method. Use Synchro to calculate delay, levels of service, and required turn bay
lengths. Prepare the traffic report in technical memorandum format.
Products and Deliverables
• Draft Traffic Report
• Final Traffic Report
ACHD Responsibilities
• Provide COMPASS travel demand model projections for calibration year and forecast
year(model runs with Linder Road overpass included)
• Provide existing traffic counts and acquire new counts as ACHD determines necessary.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 18 of 35 page 191
KELLER
'
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
Assumptions
• Neither signal warrant nor roundabout analyses will be needed since the traffic signal and
PHB locations are already established.
L2 will provide the existing AM and PM peak hour intersection turning movement
counts at each major intersection, 24-hour directional counts at each intersection leg and
vehicle classifications where possible.
4.7 Hydraulic/Stormwater Design
Project designs to comply with the Clean Water Act,NPDES requirements and the currently
approved ACHD Section 8000 Stormwater policy and Section 8200 Stormwater Design Manual.
All projects should use the GSI Guidance Manual to determine the feasibility of GSI for the
project area.
Consultant will depict the findings of the preliminary stormwater analysis on a roll plot as part of
the 30% design review package. Storm sewer networks, surface collection and discharge
facilities, inlets, and culverts will be depicted on the plans. Stormwater report to be included in
Task 5.3. The plans will include:
• Topographic map of existing contours
• Existing surface water features
• Existing stormwater and irrigation conveyance features within the project limits
Tenmile Creek Hydrologic/Hydraulic Analysis
Use existing FIRM map and study, obtain existing HEC-RAS model from the City and re-model
with the proposed replacement structure. Prepare a no-rise certificate and floodplain
development permit.
Kennedy Lateral Hydraulic Analysis
Nampa Meridian will provide the required flow. Use HY-8 to model the flows and size the
structure.
Products and Deliverables
• Preliminary Stormwater layout
ACHD Responsibilities
• Review and Comment
• Review and approve all contact with irrigation districts
Assumptions
• Detailed drawings will not be prepared
• HEC-RAS electronic files will be provided by City of Meridian
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 19 of 35 page 192
KELLER
&--ara r. Linder Road, Overland to Franklin Scope of Work ASSOCIATES
4.8 Irrigation Facilities
Gravity irrigation conveyance systems exist on both sides of Linder Road for much, if not all, of
the portion north of Interstate 84 to Franklin Road. The existing systems are old and in various
levels of disrepair but seemingly still functional. Irrigation water is supplied by one or more
irrigation canals and may flow north or south depending on the location along Linder Road.
There are large, inverted siphon pipes in areas that connect irrigation box to irrigation box.
Developed subdivisions on the east side of Linder Road would likely have pump stations
supplied by this irrigation network. Shallower distribution pipes and ditches provide service to
individual parcels on the west side of Linder Road.
Gravity irrigation coordination and design will require communication with the Nampa Meridian
Irrigation District to fully understand the supply and distribution parameters of the existing
systems. Coordination with individual property owners may be necessary for design of the new
system. Preparation of separate gravity irrigation plan and profile sheets is not included in this
scope..
Consultant shall complete an inventory of the existing irrigation facilities within the project
limits and participate in a site visit with the appropriate irrigation district personnel. Consultant
to identify drains and canals within project limits by onsite investigation and evaluation.
Products and Deliverables
• Irrigation District Site Visit Summary, PDF copy.
• Inventory of existing irrigation systems included with the 75% design review package.
ACHD Responsibilities
• Conduct all contact with irrigation districts or approve Consultant to make contact.
Assumptions
• One (1) Consultant staff will attend site visit with irrigation district, assume two (2) hours
for visit and travel.
• Irrigation districts or owners will provide design flows and maximum flows for their
facilities to be used in design. Will also provide dates the water should be out of the
facilities to allow construction.
• An irrigation report will not be required.
• Irrigation facilities will be shown on plan and profile sheets.
• The existing irrigation pump station east of Linder and at the north side of I-84 will not
be relocated.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 20 of 35 page 193
KELLER
&__ara r. Linder Road, Overland to Franklin Scope of Work ASSOCIATES
4.9 Environmental Evaluation
Cultural Resources
Conduct background research and cultural resources field survey; prepare an Archaeological and
Historical Survey Report (AHSR)to assist compliance with Section 106.
The Cultural Resources Survey will include background research, field survey and preparation of
an archaeological and historic survey report. Sites Record Search and Literature Review will
include request of a site record search from the Idaho State Historic Preservation Office (SHPO)
regarding the project Area of Potential Effect(APE). This is a records review for previously
recorded historic and prehistoric sites identified by the SHPO within a half mile of the project
corridor. Conduct research in city and county records for information pertaining to prehistoric
and historic properties within the APE.
Field Investigation and Intensive Survey
Conduct a field investigation for prehistoric and historic archaeological resources over the
project area to identify, record, and evaluate cultural resources in or abutting the project APE and
to evaluate their eligibility for the National Register of Historic Places (NRHP).
The intensive-level survey will be conducted in accordance with the standards of the Idaho State
Historic Sites Inventory Manual and the Idaho Historic Sites Inventory Automated Database:
Manual of Instruction for Data Entry.
Archaeological and Historic Survey Report (AHSR)
Prepare an AHSR that includes a discussion of pre-field research, field methods, survey results,
and cultural resource survey maps. The AHSR will identify prehistoric and historic cultural
properties, recommend NHRP eligibility and assess the project's effect on each. A draft report
will be submitted for review and comment and then a final report will be submitted to ACHD,
who will coordinate with SHPO for concurrence.
Deliverables
AHSR report for submittal to ACHD with PDF of report, site forms, GIS shape files, raw digital
photos and ISHI database.
ACHD Responsibilities
• Identify parcels which will be impacted by the installation of any storm water controls.
Assumptions
• This scope of work will meet the requirements of the EPA Appendix E-Historic Property
Screening Process.
• This scope of work will meet the requirements of Joint Application Submittal.
• In an effort to save time and costs, the environmental evaluation for the roadway project
will be combined in the same report as the intersection companion project's report.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 21 of 35 page 194
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
• Historic sites documentation will include Tenmile and Kennedy Lateral and up to three
historic architectural sites.
Aquatic Resource Delineation
All such waters and wetlands will be mapped and delineated according to the 1987 Corps of
Engineers Wetlands Delineation Manual and the Regional Supplement to the Corps of Engineers
Manual.
A. Background Research. Conduct and compile background information on aquatic resources
from existing data sources such as U.S.Fish and Wildlife Service National Wetlands Inventory
maps, topographic maps, aerial photographs, soil surveys, and previous studies conducted.
B. Aquatic Resource Survey and Delineation. Conduct formal wetland surveys and delineation
of all wetlands within the project area. Include the data (wetland polygons, soil pits,
streams/irrigation features, and bridge tie in locations) in a layer that can be utilized in the
environmental GIS.
C. Wetland Data Forms. As required for inclusion in the Aquatic Resource Delineation Report,
wetland data forms will be completed for each wetland delineated in the field. Wetland
information will be recorded on the appropriate regional supplement.
D. Wetland Mapping/GIS. The Aquatic Resource Delineation Report will include vicinity map
and aerial photographs of the project area with identified waters and wetlands clearly shown.
Data collected in the field (including waters, wetlands, soil pits, and bridge structures over
waters) will be provided to the client for incorporation into project files.
E. Aquatic Resource Delineation Report. Prepare an Aquatic Resource Delineation Report
describing the methods used, jurisdictional and non jurisdictional wetlands identified, and
general characteristics of vegetation, soil, and hydrology in the vicinity. In addition, site
photographs of each water and wetland identified will be included in a separate appendix. A
Preliminary Aquatic Delineation Report will be prepared and submitted to ACHD for review.
All issues and comments will be addressed and resubmitted. The Draft Aquatic Resource
Delineation Report will then be forwarded by ACHD on to U.S. Army Corp of Engineers
(USACE) for review and comment. After all comments have been addressed, a Final Aquatic
Resource Delineation Report will be submitted to USACE for issuance of the Jurisdictional
Determination.
F. Technical Review QA/QC. Prior to submitting any aquatic resource delineation documents,
internal QA/QC shall be completed by Bionomics staff.
G. Comment Response. The draft report will be submitted to the client and ACHD will submit
USACE for review. Comments will be addressed, and the revised report will be resubmitted
for review and concurrence. Should either agency staff require report edits or revisions of the
project area,the review cycle for each is renewed at the time of the submitted report changes.
H. Coordination and Consultation. Personal and telephone meetings will be held and
documented throughout the duration of the project.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 22 of 35 page 195
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
Minimum Deliverables
• Aquatic Resource Delineation Data
• Draft Aquatic Resource Delineation Report
• Final Aquatic Resource Delineation Report
Assumptions
• The Aquatic Resource Survey and Delineation will be completed during the growing
season(approximately May— September) as required by the USACE.
• This scope of work does not include potential mitigation.
Joint Permit Application
The consultant shall prepare the application for a joint permit including application, narrative,
graphics with dimensions, quantities, ordinary high-water mark,plan and cross sections as needed
per current guidelines. Pages shall be numbered and labeled with appropriate title blocks.
Preparation of the application shall follow the current Joint Applications for Permits —Applicant
Information Guide.
Assumptions
• This scope of work assumes a Nationwide Permit will be completed. If an individual
permit is necessary, a new scope of work will be necessary to complete those services.
• Plan and cross section layouts to support the application will be prepared by Keller. In
addition, Keller will assist Bionomics in determining the quantity of impacts associated.
Minimum Deliverables
• Draft Joint Permit Application
• Final Joint Permit Application
4.10 30% Design Submittal
This task includes performing an internal review of all deliverables and preparing the submittal
documents. The Consultant will deliver one paper and one PDF copy.
Products and Deliverables
• All deliverables will be uploaded to ACHD's PWA site
o PWA File Folder: 13 30 Percent Design-CPD20/Design Submittal-CPD20.20
• Roll Plot style PDF with typical section
o Including utilities in color(use ITD standards)—At Utility Coordinator's
Direction
• Request for design exceptions
• Cultural/Historic/Threatened& Endangered Species Memo[
• 30% Cost Estimate on the ACHD Spreadsheet and uploaded into 132W per ACHD User
Guide
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 23 of 35 page 196
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
• 30%ROW Required Square Footage (ROW, TE, PE) in Excel
• PDFs of all deliverables (no hard copies of any deliverable required)
• All native files including CAD files (insert and bind all x-refs into one CAD file)
ACHD Responsibilities
• Transmitting plan sets to project team
• Perform internal review of all deliverables
• Utilize BlueBeam for the review
Assumptions
• The engineer will adhere to the ISPWC item number process, as well as the Special
Provisions (SP), and ACHD's Standard Special Provisions (SSP).
4.11 30% Review Meeting
Products and Deliverables
• Review Meeting Notes
• Maintain Comment/Response Matrix
ACHD Responsibilities
• Schedule and Host Meeting
• Provide Comments—One (1)week prior to the meeting
Assumptions
• ACHD will complete the review within two (2) weeks of receiving the 30%Design
Submittal.
5.0 75% DESIGN
The minimum information required on a 75% design review plans shall show existing
facilities/features, locations, and general design features of planned facilities. This includes but
is not limited to line and grade and other related items that will affect project design. These
plans should be at 75% complete at minimum.
Products and Deliverables
• Utility conflict evaluation
• Potholing. This scope of work assumes 24 potholes will be required. Additional
potholing will be provided as a supplemental service.
• Pothole location map—to be reviewed and approved by ACHD Utility Coordinator prior
to potholing commencing.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 24 of 35 page 197
KELLER
&__ara r. Linder Road, Overland to Franklin Scope of Work ASSOCIATES
5.1 75% Traffic Signal Design
Precision will conduct traffic signal field inventories and design the initial layout of the traffic
signals at the Linder Rd/Overland Rd and Linder Rd/Franklin Rd intersections. The design
will also include two (2) PHB signals located on Linder Rd at the Tenmile Creek path crossing
and the intersection of Waltman St. The plans will be drafted showing new signal poles, mast
arms, and luminaires as necessary for the proposed improvements
5.2 Roadway Design
The minimum information on the 75% design review plans to show existing facilities/features
and location and general design feature of planned improvements.
5.3 Hydraulic/Stormwater Design
Stormwater Calculations
Consultant will use the preliminary information from Task 4.7 and advance calculations,
including delineating existing, pre-development drainage basins, identifying post-development
drainage basins, hydrologic values, inlet spread and capture for each inlet structure, seepage bed
sizes and locations, and estimate pipe sizes and culvert sizes for minor crossings for the selected
option. The drainage infrastructure will be designed in compliance with ACHD standards
Stormwater Report
Consultant will prepare the Draft Stormwater Report, including Design Life and Cost Analysis,
for submittal to ACHD. After ACHD's review, Consultant will address all comments received
and prepare the Final Stormwater Report.
5.4 Gravity Irrigation
Show the existing and proposed irrigation facilities.
5.5 Signing, Pavement Marking, Illumination
Consultant will develop signing and pavement marking plans in accordance with MUTCD and
applicable state and local laws and ordinances. Consultant will develop illumination plans for the
project, including continuous approach lighting on Linder Rd outside of the ITD bridge per
ANSI/IES RP-8-14 and identifying a power source with Idaho Power. Consultant will design the
interconnect improvements and coordinate with ACHD Congestion Management.
ACHD Responsibilities
• ACHD will coordinate and verify electrical service locations,beacons, and illumination
with Idaho Power.
5.6 Agency and Utility Coordination
Consultant will coordinate with affected utility companies and appropriate agencies.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 25 of 35 page 198
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
Requirements for Agency Agreements
Consultant will identify potentially needed cooperative agreements to address maintenance of
landscaping,waterway crossings, design considerations, and other issues. Consultant will discuss
tentative agreement with these agencies in cooperation with ACHD. Consultant will develop
exhibits for interagency agreements.
Products and Deliverables
• Exhibits (2) for cooperative agreements, PDF copy
ACHD Responsibilities
• ACHD will set up and participate in meetings with all agencies regarding cooperative
agreements.
5.7 Utility Plans
Consultant shall include existing utility information on the plans. Consultant will also review
horizontal field survey designating subsurface utilities to the extent known as well as utility
location updates.
Consultant will prepare final utility plans showing the locations of existing utilities and
identifying conflicts. Design of relocated utilities will be provided by the utility owner if the
utility is within the ROW.
Separate final utility plans will be prepared in color. Letter(s) and final utility plans will be
prepared and submitted to the utility companies for review approval. ACHD and ITD will be
copied on all correspondence with the utility companies.
Products and Deliverables
• Utility locations in base mapping
• Utility Plans, PDF copy
Assumptions
• Design of relocated utilities will be provided by utility owner if located within the ROW.
• ACHD will prepare utility waivers and/or final utility agreements, if required.
• Estimates of work will be provided by utility owner.
5.8 Temporary Traffic Control
Consultant will develop temporary traffic control plans for both Linder Road and I-84.
Scope based on keeping the same number of existing lanes open during construction.
5.9 Pedestrian Detour Plan
Consultant will develop the temporary pedestrian detour plans.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 26 of 35 page 199
KELLER
&--ara r. Linder Road, Overland to Franklin Scope of Work ASSOCIATES
5.10 Quantities and Construction Estimate
Team will tabulate quantities and prepare 75% construction estimates for the project.
5.11 75% Design Submittal
This task includes performing an internal review of all deliverables and preparing the submittal
documents. Deliverable shall be in PDF format and set up a BlueBlue review session
ACHD Responsibilities
• Transmitting plan sets to irrigation districts, utility companies, and local agencies.
• Perform internal review of all deliverables in BlueBeam.
Products and Deliverables
• All deliverables will be uploaded to ACHD's PWA site
o PWA File Folder: 14 75 Percent Design-CPD90/Preliminary Design Submittal-
CPD90.10
• Title Sheet
• Typical Sections (4 sheets)
• Roadway Plan and Profile Sheets—Including stormwater/irrigation profiles and pothole
information(30 sheets)
o Include measurement on roadway plans from structure to new ROW line if less
than 20'
• Total Ownership Map
• Total Ownership Table
• Signal Plan Sheets (6 sheets)
o Consult with Utility Coordinator regarding power supply
• Signal Interconnect&Lighting Plans—Including ITS (15 sheets)
o Consult with Utility Coordinator regarding power supply
• Signing and Pavement Marking Sheets (15 sheets)
• General Construction Staging/Phasing Plans/Utility Phasing Plans, (8 sheets)
• Advanced Construction Signing (2 sheets)
• Temporary Pedestrian Plans (2 sheets)
• I-84 Temporary Traffic Control Plans (25 sheets)
• I-84 Typical Section(1 sheet)
• I-84 Plans Sheets (2 sheets)
• I-84 Barrier Details (1 sheet)
• Concrete Joint Details (1 sheet)
• MSE Wall (Roadway) (12 sheets)
• Tenmile Structure (8 sheets)
• Kennedy Lateral Structure (8 sheets)
• 75%Utility Plans (use ITD standards) (15 sheets)
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 27 of 35 page 200
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
• 75% Cost Estimate on the ACHD Spreadsheet and uploaded into B2W per ACHD User
Guide
• Cultural/Historic/Threatened& Endangered Species Memo
• 75%ROW Required Square Footage (ROW Fee, TE, PE)by Parcel (ROW Requirements
Table)—on plans and Excel
• PDF's of all deliverables—PDF plans need to be to scale at 11"x17"
o No hard copies of any deliverable required
• All native files including One CAD File (insert and bind all x-refs into One CAD File)
Assumptions
• The engineer will adhere to the ISPWC item number process, as well as the Special
Provisions (SP), and ACHD's Standard Special Provisions (SSP) for roadway work and
ITD item number process, as well as the Special Provisions (SP), and ITD's Standard
Special Provisions (SSP) for overpass bridge and I-84 work.
5.12 75% Review Meeting
ACHD will provide comments and the review plan sets to the Consultant prior to the meeting.
The Consultant shall compile comments on the Comment/Response Matrix and send draft to
Project Manager prior to the meeting. The Consultant will attend the 75%Design Review
meeting to discuss review comments. ACHD will make final decisions for conflicting review
comments. Consultant will complete the Comment/Response Matrix after the 75% Design
Review and submit to ACHD.
The Consultant will attend a plan-in-hand field review meeting and prepare notes summarizing
field review comments and decisions made.
Products and Deliverables
• Review Meeting Minutes/Notes
• Maintain Comment/Response Matrix
• Plan-in-Hand Field Review Meeting Notes
ACHD Responsibilities
• Schedule and host Plan-in-Hand meeting
• Schedule and host Meeting
• Provide Comments—One (1)week prior to the meeting
Assumptions
• ACHD will complete the review within three (3)weeks of receiving the 75% Design
Submittal
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 28 of 35 Page 201
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
6.0 95% DESIGN
6.1 Roadway Design
Team will make modifications based on the 75% design review comments and prepare the 95%
design. Roadway cross sections at 50-foot interval will be shown and include elevation changes
at each driveway.
6.2 95% Design Submittal
This task includes performing an internal review of all deliverables and preparing the submittal
documents. Deliverable shall be in PDF or electronic format. ACHD will be responsible for
transmitting plan sets to irrigation districts,utility companies, and local agencies.
Plans Number of Sheets
Title Sheet 1
Total Ownership Map 2
Vicinity Map/Survey MaplSurvey Control 8
Roadway Plan 15 &Profile 15 30
Intersection Details 10
Roadway Details 10
Drainage Details 2
Pond Details 4
SWPP Plans 8
Signing&Pavement Marking Plans 15
Sign Details 2
Traffic Signal Material Quantities 2
Traffic Signal Plans 12
Illumination Material Quantities 2
Illumination Plans 15
Illumination Details 2
Construction Staging Plans 4
Tra is Control Plans Linder Rd 10
Traffic Control Plans I-84 25
I-84 Plan Sheets 2
Concrete Joint Details I
I-84 Typical Section 1
I-84 Barrier Details I
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 29 of 35 Page 202
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
Utility Plans 30
MSE Plans 12
Kennedy Lateral Plans 8
Tenmile Creek Plans 8
Project Control W/Mon Perpetuation) 4
ROW Plans 17
Linder Overpass Bridge Plans shown below 33
Total Sheet Count 281
Products and Deliverables
• All deliverables will be uploaded to ACHD's PWA site
o PWA File Folder: 15 95 Percent Design-CPD50/Draft Final Design Submittal-
CPD5 0.10
• Title Sheet
• Typical Sections
• Roadway Plan and Profile Sheets
• Approach/Driveway Profile Sheets
• Detail Sheets
• Stormwater Plan and Profile Sheets
o Including pond revegetation as outlined in the Stormwater Management Pond
Revegetation Guidance Manual
• Irrigation Profiles
• Structure Plans (other than the I84 Overpass Bridge)
o Initial Load Rating in accordance with ITD LRFD Design Manual Article 0.03. If
the 2 canal crossings are precast structures, the load rating shall be done after
shop drawings are approved. If the 2 canal crossings are cast-in-place structures,
the initial load rating shall be done at the 95% design submittal.
0
• I84 Overpass Bridge Plans
o Final Design Structure Plans and Calculations: Design calculations shall be
prepared on 8%2"xI 1" sheets and shall be numbered and indexed. Plans shall be
prepared in accordance with the guidelines of the ITD Bridge Design LRFD
Manual. Forsgren will utilize a check print process to check design calcs and plan
sheets as part of this task. Plans and Calculations shall be submitted to the ITD
Bridge Section and ACHD for review. The following bridge sheets are
anticipated:
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 30 of 35 Page 203
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
I-84 Overpass Bridge Sheet List
Plan Sheet Type No. of Sheets
Situation&Layout 1
Sheet Index, Quantities, &Vicinity Map 1
Design&General Notes 1
Foundation Investigation 2
Footing Layout&Pile Notes 1
Abutment Details 3
MSE Wall Details 2
Pier Details 5
Girder Framing Plan 1
Deck Typical Section&Details 2
Prestressed Girder Sheet 1
Prestressed Girder Details 1
Future Utility Details(power&communication) 1
Approach Slab Details 2
42" Single Slope Concrete Parapet 1
Concrete Parapet for Combination Railing 2
Protective Pedestrian Fence for Comb Rail 2
Combination Rail Light Pole Support 1
Bridge Name Signage 1
Date Panel 1
Metal Reinforcement 1
Total Bridge Plan Sheets 33
o Assumptions for I-84 Overpass Bridge Design:
■ Bridge will be a 2 span prestressed girder bridge with cast-in-place
concrete deck. MSE walls will be utilized at the abutments and span
lengths will be approximately 96 feet(similar to the recent Cloverdale
Overpass).
■ Substructure foundations will consist of a single pier on spread footing
and integral abutments with a single row of piles in CMPs through the
MSE walls.
■ Bridge will have no skew,be on a horizontal tangent section, and have a
constant width from one end to the other.
■ No phased construction needed
■ No raised sidewalk
■ Prestressed girder depth will be less than 66 inches and temporary
diaphragms will not be required.
■ Permanent metal deck forms will not be utilized.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 31 of 35 Page 204
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
■ Grade or vertical curvature will be sufficient to keep drainage spread
minimized to avoid the need for deck drainage system on the bridge. All
drainage from deck will be captured by inlets located off the bridge.
Drainage design across the bridge and for any storm drainage will be
provided by others.
■ Conduits for future power and communication utilities will be provided
via 4 inch conduits carried between girders on both sides of the bridge
(likely located within the 1 st or 2nd interior girder bays).
■ No water, sewer, gas, or other large utilities are anticipated.
■ Seismic zone is anticipated to be zone 1, with no seismic analysis
required.
o Deliverables for I-84 Overpass Bridge Design
■ Final Structure Plans on I Ix17 (PDF)
■ Final Design Calculations (PDF)
■ Construction Time
■ Special Provisions
■ Quantities
■ Cost Estimate
■ Initial Load Rating in accordance with ITD LRFD Design Manual Article
0.03 for the 1-84 Bridge.
• Signal Plans and Detail Sheets
o Sub-consult with Utility Coordinator regarding power supply
o Precision will prepare the use tax tables for the signal materials
• Signal Interconnect and Lighting Plans
o Consult with Utility Coordinator regarding power supply
• Signing and Striping Sheets
• Temporary Traffic Control Plan(including bicycle,pedestrian, and transit facilities)
• Pedestrian Temporary Traffic Control
• General Construction Staging/Phasing Plans/Utility Phasing Plans, if required
• Advanced Construction Signing
• SWPPP
• 95%Utility Plans (use ITD standards)
• Special Provisions
• 95% Cost Estimate on the ACHD Spreadsheet and uploaded into 132W per ACHD User
Guide
• 95% Color ROW Plans
o Include measurement from structure to new ROW line if less than 20'
• 95% ROW Required Square Footage (ROW Fee, TE, PE)by Parcel (ROW Requirements
Table)—on plans and Excel
• List on the plans, in table form, all monuments found within the project limits,
identifying Station and Offset from control line and monument type found(I.C. 55-1613).
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 32 of 35 Page 205
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
• List on the plans, in table form, all calibration points, including northing, easting,
elevation and monument type.
• Show on the plan sheets, the locations of TBM's and provide TBM information(Station,
Offset,Northing, Easting, Elevation, and monument type).
• 95% Stormwater Report (including calculations & Runoff Reduction Feasibility Analysis
Documentation Form as required)
• 75% design Plans and estimate with ACHD comments
• 75% Comment/Response Matrix
• PDFs of all deliverables in BlueBeam—PDF plans need to be to scale at 11"x17"
o No hard copies of any deliverable required
• All native files including One CAD File (insert and bind all x-refs into One CAD File)
Assumptions
The engineer will adhere to the ISPWC item number process, as well as the Special Provisions
(SP), and ACHD's Standard Special Provisions (SSP) for the roadway work and ITD item
number process, Special Provisions (SP), and Standard Special Provisions (SSP) for the bridge
and I-84 work.
6.3 95% Review Meeting
Products and Deliverables
• Review Meeting Minutes/Notes
• Maintain Comment/Response Matrix
ACHD Responsibilities
• Schedule and host Meeting
• Provide Comments—One (1)week prior to the meeting in BlueBeam.
Assumptions
• ACHD will complete the review within two (2) weeks of receiving the 95%Design
Submittal
7.0 99% DESIGN SUBMITTAL
The Consultant will incorporate comments from the 95% Design review meeting into the 99%
Design submittal documents and perform an internal review. The plans will be finalized for
Right of Way acquisition and legal descriptions and accompanying sketches will be prepared.
The Consultant will provide support during Right of Way acquisition and make changes to
construction and right of way plans as requested by ACHD Project Manager.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 33 of 35 Page 206
KELLER
&--ara r. Linder Road, Overland to Franklin Scope of Work ASSOCIATES
7.1 Finalize Plans for Right of Way Acquisition
Products and Deliverables
• All deliverables will be uploaded to ACHD's PWA site
o PWA File Folder: 16 99 Percent Designl-CPD65
• -84 Overpass Bridge Plans package to meet ITD Bridge PS&E requirements will include
the following:
o I-84 Overpass Bridge plans (33 sheets) signed and sealed by a Professional
Engineer registered in the State of Idaho.
o Final Structure Plans (33 sheets) on 11x17 (PDF) signed and sealed by a
Professional Engineer registered in the State of Idaho.
o Final design Calculations (PDF) signed and sealed by a Professional Engineer
registered in the State of Idaho.
o Construction Time
o Special Provisions
o Quantities
o Cost Estimate
o Load Rating based on the 99% (ITD PS&E)plans will be performed and
submitted with the submittal in accordance with the ITD Bridge Design Manual
Art. 0.03.
• l l"x17" color Right of Way plans (17 sheets), signed and sealed by a Professional Land
Surveyor registered in the State of Idaho;
o Parcels which have acquisition(s), ROW plans shall show the station and offset of
each angle point of the acquisition, including angle points along the existing
ROW and at the intersections with property lines of the affected property.
• 99%ROW Required Square Footage (ROW Fee, TE, PE)by Parcel (ROW Requirements
Table)—on plans and Excel
o Include column for subproject numbers in ROW table if applicable.
• PDF of construction plans (281 sheets) signed and sealed by a Professional Engineer
registered in the State of Idaho—PDF plans need to be to scale at 11"x 17".
• PDF of color Right of-Way plans (15 sheets), signed and sealed by a Professional Land
Surveyor registered in the State of Idaho—PDF plans need to be to scale at 11"x17".
• One PDF set of legal descriptions with exhibits for takes and permanent easements,
signed and sealed by a Professional Land Surveyor registered in the State of Idaho.
• ACHD ROW Checklist
• One PDF set of cross sections to include elevation changes at each driveway.
• PDF Special Provisions, signed and sealed by a Professional Engineer registered in the
State of Idaho
• Completed"ACHD Supplied SWPPP Information"
• List on the plans, in table form, all monuments found within the project limits,
identifying Station and Offset from control line and monument type found (I.C. 55-1613).
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 34 of 35 Page 207
KELLER
Linder Road, Overland to Franklin Scope of Work ASSOCIATES
• List on the plans, in table form, all calibration points, including northing, easting,
elevation and monument type.
• Show on the plan sheets, the locations of TBM's and provide TBM information(Station,
Offset,Northing, Easting, Elevation and monument type).
• 99% Cost Estimate on the ACHD Spreadsheet and uploaded into B2W per ACHD User
Guide
• 95%Design plans and reports with ACHD comments
• 95% Comment/Response Matrix
• 95%Right of Way Plans with ACHD comments
• All final permits
• PDFs of all deliverables—no hard copies of any deliverable required
• All native files including One CAD File (insert and bind all x-refs into One CAD File)
• Contingency Item: Design support during ROW acquisition
Assumptions
The engineer will adhere to the ISPWC item number process, as well as the Special Provisions
(SP), and ACHD's Standard Special Provisions (SSP)for the roadway work and ITD item
number process, Special Provisions (SP), and Standard Special Provisions (SSP) for the overpass
bridge and 1-84 work.
8.0 CONSTRUCTION ENGINEERING
This task addresses engineering support during the construction phases of the project and the
record of survey which occurs after construction is complete. This work is not included in this
contract and will be included in a separate contract if required.
Ada County Highway District Keller Associates
Linder Road, Overland to Franklin May 11, 2022
ACHD Project No. 522038
ACHD GIS No. Page 35 of 35 Page 2os
EE
Linder Road, Overland to Franklin
Keller Associates Labor Estimate
QA/QC Project Project Designers Surveyor Survey Clerical Total %Total
Work Tasks Manager Engineers PLS Tech Hours Hours
1.0 GENERAL PROVISIONS
1.1 Progress Meetings
Progress Meetings 40 40 4 84
Meridian Task Force Meeting 12 2 14
1.2 Project Administration
Monthly Invoicing 4 18 14 36
Monthly Progress Report and Schedule 4 9 13
Internal Coordination Meetings and Admin. 5 18 36 8 5 72
Coordination with Team-Every month 5 36 36 4 81
1.3 ACHD Standards 1 2 2
Sub-Total 18 133 114 8 9 0 20 302 3.19%
2.0 PUBLIC INVOLVEMENT
2.1 Outreach(Not in scope of work)
2.2 Virtual Public Meetings(30%&75%)
Prepare Exhibits(ArcGIS Storymap) 3 24 28 32 4 91
Attend Meetings 6 6 12
Meeting Notes 2 12 4 18
Sub-Total 3 1 32 46 1 32 1 0 1 0 1 8 121 1 1.28%
3.0 LOCATION SURVEYING AND MAPPING
3.1 Project Control 4 12 40 40 1 97.0
3.2 Boundary Survey,Monument Preservation,Legal Descriptions 40 12 16 40 120 180 4 412.0
3.3 Topographic Survey &Base Map(Utilities,Irrigation,Drainage) 4 12 24 50 2 92.0
Sub-Total 40 20 40 40 184 270 7 601 6.35%
4.0 30%DESIGN FF
4.1 Geotechnical Investigation 4 8 16 28
4.2 Not Used
4.3 I-84 Overpass Bridge Alternative Study 16 16 12 44
4.4 Tenmile Creek and Kennedy Lateral Bridges 6 8 32 32 78
4.5 Concept Roadway Design
Develop the Design for Two Alternatives 8 32 60 80 180
Roll Plots with Typical Sections 4 16 24 44
Cultural/Historic/Threatened&Endangered Species Memo 2 4 2 2 10
30%Cost Estimate 2 12 6 20
30%ROW Required Square Footage in Excel 2 4 12 18
4.6 Traffic 0
Traffic Operations Report Linder/Overland 4 70 12 86
Traffic Operations Report Linder/Franklin 4 70 12 86
4.7 Hydraulic/Stormwater Design 4 12 68 24 2 110
4.8 Irrigation Facilities 4 32 12 2 50
4.9 Environmental Evaluation 6 4 2 12
4.10 30%Design Submittal
Internal Review and Prepare Submittal 32 8 16 8 2 66
4.11 30%Review Meeting 1 8 1 4 1 4 1 1 1 2 18
Sub-Total 66 114 410 232 4 12 12 850 8.98%
5.0 75%DESIGN
5.1 75%Traffic Signal Design 4 6 4 14
5.2 Roadway Design(113 sheets)
Prepare Roadway Design 50 40 90
Title Sheet 3 3
Typical Section(4 sheets) 4 16 32 52
Roadway Plan and Profile Sheets—(30 sheets) 24 160 240 424
Total Ownership Map 6 12 18
Project Control(1 Sheet) 6 8 12 26
75%ROW Required Square Footage on Plans and Excel 4 4 14 22
Signal Plan Sheets(6 sheets) 1 4 5
1-84 Typical Section(1 sheet) 4 8 12
1-84 Plans(2 sheets) 1 8 16 25
1-84 Barrier Details(1 sheet) 4 8 12
Concrete Joint Details(1 sheet) 2 6 8
MSE Wall(Roadway Plans)(12 sheets) 4 48 56 108
Tenmile Creek Structure 2 32 20 54
Kennedy Lateral Structure 1 12 8 21
5.3 Hydraulic/Stormwater Design 12 60 32 104
Page 209
EE
Linder Road, Overland to Franklin
Keller Associates Labor Estimate ML
QA/QC Project Project Designers Surveyor Survey Clerical Total %Total
Work Tasks Manager Engineers PLS Tech Hours Hours
5.4 Gravity Irrigation 12 48 24 84
5.5 Signing,Pavement Marking,Illumination(15 Sheets) 4 32 48 84
5.6 Agency and Utility Coordination 12 28 1 41
5.7 Utility Plans(15 Sheets) 3 12 24 1 11 40
5.8 Temporary Traffic Control
Linder Road(12 Sheets) 8 24 24 56
1-84(25 Sheets) 48 160 120 328
5.9 Pedestrian Detour Plan 1 8 8 17
5.10 Quantities and Construction Estimate 6 24 16 46
5.11 75%Design Submittal 0
Internal Review and Prepare Submittals 60 32 24 4 120
Plan-in-hand field review and meeting notes 8 4 4 2 18
5.12 75%Review Meeting 8 4 4 2 18
Sub-Total 60 195 770 756 21 38 10 1850 19.55%
6.0 95%DESIGN
6.1 Roadway Design
Update Roadway Design 4 10 24 38
Title Sheet 2 2
Total Ownership Map(2 Sheets) 12 12 24
Vicinity Map/Survey Control(8 Sheets) 4 12 8 16 40
Roadway Plan(15 Sheets)&Profile(15 Sheets) 30 100 180 8 8 326
Intersection Details(10 sheets) 6 16 24 46
Roadway Details(10 Sheets) 12 24 48 84
Drainage Details(2 Sheets) 4 18 12 34
Pond Details(4 Sheets) 6 24 36 66
SWPP Plans(8 Sheets) 2 8 16 26
Signing&Pavement Marking Plans(15 Sheets) 6 16 32 54
Sign Details(2 Sheets) 4 14 18
Traffic Signal Material Quantities(2 Sheets) 1 1
Traffic Signal Plans(12 Sheets) 1 1
Illumination Material Quantities(2 Sheets) 4 12 16
Illumination Plans(15 Sheets) 12 28 40
Illumination Details(2 Sheets) 3 6 9
Construction Staging Plans(4 Sheets) 4 8 24 36
Traffic Control Plans(Linder Rd, 10 Sheets) 6 24 32 62
Traffic Control Plans(1-84,25 sheets) 24 68 96 188
1-84 Plan Sheets(2 Sheets) 1 8 16 25
Concrete Joint Details(1 Sheet) 1 2 3
1-84 Typical Section(1 Sheet) 1 2 3
1-84 Barrier Details(1 Sheet) 1 3 4
Utility Plans(30 Sheets) 4 12 16 32
MSE Wall(Roadway, 12 Sheets) 8 40 48 96
Tenmile Creek Plans 4 20 30 54
Kennedy Lateral Plans 1 6 10 17
Project Control W/Mon Perpetuation(4 Sheets) 8 16 16 40
ROW Plans(17 Sheets) 8 16 32 42 24 122
Linder Road Overpass Bridge 32 8 12 8 60
6.2 95%Design Submittal
Internal Review and Prepare Submittal 40 16 24 8 16 16 120
6.3 95%Review Meeting and Notes
Prepare for and Attend Meeting,Take Notes 6 8 14
Summarize Comments and Prepare Responses 4 4 2 10
Sub-Total 72 166 496 781 102 92 2 Jill 18.08%
Page 210
EE
Linder Road, Overland to Franklin
Keller Associates Labor Estimate
QA/QC Project Project Designers Surveyor Survey Clerical Total %Total
Work Tasks I Manager Engineers) PLS Tech Hours Hours
7.0 99%DESIGN
7.1 Finalize Plans for Right-of-Way Acquisition 30 40 120 100 20 20 4 334
Sub-Total 30 40 120 100 20 20 4 334 3.53%
100%BID DOCUMENTS-To be included later if needed
Sub-Total 0 0 0 0 0 0 0 0
8.0 CONSTRUCTION ENGINEERING-To be included later
Sub-Total 0 0 0 0 0 0 0 0
9.0 ADDITIONAL SERVICES AS NEEDED-To be included later if needed
Sub-Total 0 0 0 0 0 0 0 0
GRAND TOTAL 289 700 1996 1949 340 432 63 5769 60.96%
5.0% 12.1% 34.6% 33.8% 5.9% 7.5% 1.1%
Terracon 439 4.64%
Precision 582 6.15%
Forsgren 2,386 25.21%
Bionomics 288 3.04%
Subconsultant Sub-Total Hours 3,695 39.04"/u
Total Labor Hours 9,464 100.000/6
Page 211
Item#9.
CONSULTANT NAME: Keller Associates, Inc.
PROJECT NAME: Linder Road, Overland to Franklin
A. SUMMARY ESTIMATED LABOR COSTS
Raw Labor
Man-Days Man-Hours Hrly Rate Cost
Principal/QC 36.13 = 289.00 @ $63.97 = $ 18,487.33
Project Manager 87.50 = 700.00 @ $63.80 = $ 44,660.00
Project Engineers 249.50 = 1996.00 @ $46.66 = $ 93,133.36
Designers 243.63 = 1949.00 @ $48.90 = $ 95,306.10
Surveyor PLS 42.50 = 340.00 @ $49.10 = $ 16,694.00
Survey Technician 54.00 = 432.00 @ $39.75 = $ 17,172.00
Clerical 7.88 = 63.00 @ $23.17 = $ 1,459.71
TOTAL RAW LABOR COST = $286,912.50
B. PAYROLL, FRINGE BENEFIT COSTS &OVERHEAD
Total Raw Labor Cost Approved Rate
$286,912.50 X 171.26% = $ 491,366.35
C. NET FEE
Total Raw Labor&Overhead NET FEE
$778,278.85 X 12.5% = $ 97,284.86
SUB-TOTAL(A+B+C) = $ 875,563.70
D. OUT-OF-POCKET EXPENSE SUMMARY
Estimated
Estimated Amount Unit Cost Expense
1 MILEAGE(miles) 1600 @ $ 0.585 = $ 936.00
2 AIR TRAVEL 0 @ $ 300.00 = $ -
3 LODGING(Days) 5 @ $ 147.00 = $ 735.00
4 MEALS(ME&I Days) 5 @ $ 74.00 = $ 370.00
5 CAR RENTAL 0 @ $ - = $ -
6 CAR RENTAL FUEL 0 @ $ = $
7 EXTERNAL PRINTING 0 @ $ = $
8 TITLE REPORTS 0 @ $ = $
9 SURVEY TRAFFIC CONTOL 0 @ $ = $
10 3D SCANNER FEE 0 @ $ = $ -
TOTAL ESTIMATED EXPENSE = $ 2,041.00
E. ESCALATION
A+B Ratio(months)
$778,278.85 X 11/18 X 7.0% $ 33,293.04
F. SUBCONSULTANTS
1 Terracon $ 123,706.50 = $ 123,706.50
2 Precision $79,050 = $ 79,050.00
3 Forsgren $420,496 = $ 420,496.10
4 Bionomics $39,459 = $ 39,459.10
5 Badger Daylighting Corp(Utility Potholing) $20,338 = $ 20,337.84
6 1-2-Traffic Counts $1,600 = $ 1,600.00
7 GeoTerra LiDAR $24,875 = $ 24,875.00
8 Gem Locating $2,400 = $ 2,400.00
Subconsultant Sub-Total $ 711,924.54
TOTAL = $1,622,822.28
Page 212
TERRACON
GEOTECHNICAL ENGINEERING SERVICES
Item#9.
Linder Rd,Overland Rd to Franklin Rd
Meridian,Idaho
LABOR HOUR ESTIMATE
May 10,2022
Terracon Proposal No.P62215138
SR.
GEOTECHN GEOTECH FIELD SR.ADMIN
TASK# TASK DESCRIPTION TOTAL GINEER ENGINEER ENGINEER STAFF
4.1 Geotechnical Investigation
Administration and Invoicing 18 6 12
Underground Utilities Digline and Permits 24 2 4 18
Soil Borings 121 1 4 12 105
Groundwater Measurements(14 visits) 27 6 21
Infiltration Testing 33 3 30
Laboratory Testing Soil Classification and Lab Assignment) 14 2 10 2
Engineering Analysis(1-84 Overpass,MSE Walls) 44 8 36
Engineering Analysis(Bridge at Ten Mile Creek,Pavements,Drainage) 20 4 16
Draft Geotechnical Engineering Report-ITD Format(1-84 Overpass,MSE Walls) 39 6 24 8 1
Final Geotechnical Engineering Report-ITD Format(1-84 Overpass,MSE Walls) 10 3 6 1
Draft Geotechnical Engineering Report(Bridge at Ten Mile Creek,Pavements,Drainage) 34 6 22 5 1
Final Geotechnical Engineering Report(Bridge at Ten Mile Creek,Pavements,Drainage) 9 2 6 1
Preparation of Geotechnical Special Provisions 10 2 8
Review of Plans and Special Provisions 12 4 8
Meetings 24 24
TOTAL LABOR HOURS 439 67 167 189 16
Page 213
5/10/2022
Item#9. TERRACON
GEOTECHNICAL ENGINEERING SERVICES
Linder Rd,Overland Rd to Franklin Rd
Meridian, Idaho
COST ESTIMATE
A. SUMMARY ESTIMATED LABOR DAY COSTS
Labor Hours Hrly Rate Cost
1 Sr. Geotechnical Engineer(R.Olsen) 67 @ $57.69 = $3,865.23
2 Geotechnical Engineer(L. Marsh) 167 @ $42.31 = $7,065.77
3 Field Engineer(M.Amirmojahedi) 189 @ $32.36 = $6,116.04
4 Sr.Admin. Staff(J. Schmalhorst) 16 @ $28.00 = $448.00
SUBTOTAL RAW LABOR COST = $17,495.04
See Attached Labor Hour Estimate
B. PAYROLL, FRINGE BENEFIT COSTS&OVERHEAD
Total Raw Labor Cost Approved Overhead Rate
$17,495.04 X 185.17% _ $32,395.57
C. FIXED FEE
Total Raw Labor&Overhead Approved Fixed Fee Rate
$49,890.61 X 12.0% _ $5,986.87
D. FCCM
Total Raw Labor Cost Approved FCCM Rate
$17,495.04 X 0.53% _ $92.72
E. ESCALATION
Total Raw Labor&Overhead Esc. Ratio Annual Esc.
$55,970.20 X 20% X 4.0% _ $447.76
F. OUT-OF-POCKET EXPENSE SUMMARY
Estimated Amount Unit Cost Expense
1 Mileagex 624 @ $0.585 = $365.04
2 Printing, Maps, UPS, etc(estimate) 1 @ $100.00 = $100.00
TOTAL ESTIMATED EXPENSE = $465.04
G. SUBCONSULTANTS AND TERRACON LABORATORY TESTING
Estimated Quantity Unit Cost Expense
1 Drilling Contractor(estimate) XX = $36,598.50
2 Coring Contractor(estimate) xx = $1,350.00
3 Excavation Contractor(estimate) XX = $8,525.00
4 Traffic Control Contractor(estimate) xx = $12,920.00
5 Terracon Laboratory Testing
Moisture Content 45 @ $19.00 = $855.00
Atterberg Limits 18 @ $90.00 = $1,620.00
Sieve Analysis, SPT Samples 32 @ $70.00 = $2,240.00
Sieve Analysis, Bulk Samples 3 @ $95.00 = $285.00
pH 4 @ $20.00 = $80.00
Minimum Resistivity 4 @ $70.00 = $280.00
Proctor Tests 3 @ $180.00 = $540.00
R-value Tests 3 @ $510.00 = $1,530.00
TOTAL ESTIMATED SUB/LAB EXPENSE = $66,823.50
xAs per the"FEDERAL PER DIEM RATES FOR IDAHO"
See Attached Subconsultant's Summary
TOTAL = $123,706.50
Terracon Labor Hour and Cost Estimate_Linder Rd,Overland Rd to Franklin Rd_5-10-22.xls Page 214
5/1
Item#9.
HAZ-TECH DRILLING, INC.
1798 E. PLAZA LOOP
NAMPA, ID., 83687
PH: (208) 461-7277 OR (800) 359-1502
FAX: (208) 461-5211
PROPOSAL
TO: TERRACON DATE 3/7/2022
ATTN: RYAN INVOICE # XX
PROJECT: LINDER ROAD EXTENTION
FROM FRANKLIN TO OVERLAND
MERIDIAN, ID.
MOB 1, REVISED TERMS : NET 30 DAYS
UNITS UNIT AMOUNT
DESCRIPTION EST PRICE EST
MOB & DEMOB, PER DAY 2.00 $350.00 $700.00
AUGER DRILLING, PER FOOT 60.00 $25.00 $1,500.00
5' PAVEMENT BORINGS, EACH 6.00 $150.00 $900.00
MOVING /WATER HAUL / STANDBY, PER HOUR 3.00 $200.00 $600.00
SUPPORT EQUIPMENT, PER DAY 2.00 $150.00 $300.00
BENTONITE CHIPS, PER BAG 18.00 $8.00 $144.00
ASPHALT PATCH, PER BAG 6.00 $27.50 $165.00
MOB 1 OFF-SITE CUTTING DISPOSAL 1.00 $200.00 $200.00
TOTAL AMOUNT EST: $4,509.00
TEN MILE CREEK & PAVEMENT BORINGS
******************************************************
2 AUGER BORINGS TO 30'
6 PAVEMENT BORINGS TO 5'
SCOTT CORN
Haztech Total Costs
Mob 1 = $4,509.00
Mob 2 = $10,180.00
Mob 3 = $16,990.00
Mob 4 = $4,919.50
Total = $36,598.50
Page 215
Item#9.
HAZ-TECH DRILLING, INC.
1798 E. PLAZA LOOP
NAMPA, ID., 83687
PH: (208) 461-7277 OR (800) 359-1502
FAX: (208) 461-5211
PROPOSAL
TO: TERRACON DATE 1/17/2022
ATTN: RYAN INVOICE # XX
PROJECT: LINDER ROAD EXTENTION
FROM FRANKLIN TO OVERLAND
MERIDIAN, ID.
MOB 2 TERMS : NET 30 DAYS
UNITS UNIT AMOUNT
DESCRIPTION EST PRICE EST
MOB & DEMOB, PER DAY 3.00 $350.00 $1,050.00
AUGER DRILLING, PER FOOT 260.00 $25.00 $6,500.00
MOVING /WATER HAUL / STANDBY, PER HOUR 5.00 $200.00 $1,000.00
SUPPORT EQUIPMENT, PER DAY 3.00 $150.00 $450.00
BENTONITE CHIPS, PER BAG 60.00 $8.00 $480.00
ASPHALT PATCH, PER BAG 0.00 $27.50 $0.00
PLYWOOD TO PROTECT GRASSY AREAS 1.00 $400.00 $400.00
MOB 2 OFF-SITE CUTTING DISPOSAL 1.00 $300.00 $300.00
TOTAL AMOUNT EST: $10,180.00
RETAINING WALL BORINGS
************************************
4 AUGER BORINGS TO 40'
2 AUGER BORINGS TO 30'
2 AUGER BORINGS TO 20'
SCOTT CORN
Haztech Total Costs
Mob 1 = $4,509.00
Mob 2 = $10,180.00
Mob 3 = $16,990.00
Mob 4 = $4,919.50
Total = $36,598.50
Page 216
Item#9.
HAZ-TECH DRILLING, INC.
1798 E. PLAZA LOOP
NAMPA, ID., 83687
PH: (208) 461-7277 OR (800) 359-1502
FAX: (208) 461-5211
PROPOSAL
TO: TERRACON DATE 3/7/2022
ATTN: RYAN INVOICE # XX
PROJECT: LINDER ROAD EXTENTION
FROM FRANKLIN TO OVERLAND
MERIDIAN, ID.
MOB 3, REVISED TERMS : NET 30 DAYS
UNITS UNIT AMOUNT
DESCRIPTION EST PRICE EST
MOB & DEMOB & DRILLING, PER SHIFT 5.00 $2,800.00 $14,000.00
NIGHT WORK SURCHARGE, PER SHIFT 2.00 $200.00 $400.00
SUPPORT EQUIPMENT, PER DAY 5.00 $150.00 $750.00
BENTONITE CHIPS, PER BAG 30.00 $8.00 $240.00
BENTONITE POWDER, PER BAG 15.00 $15.00 $225.00
BARITE, PER BAG 15.00 $35.00 $525.00
RAPID-SET CONCRETE, PER BAG 9.00 $50.00 $450.00
MOB 3 OFF-SITE CUTTING DISPOSAL 1.00 $400.00 $400.00
**************
TOTAL AMOUNT EST: $16,990.00
OVERPASS BORINGS
****************************
2 AUGER BORINGS TO 100' DAYTIME WITH NO HOUR RESTRICTIONS
1 AUGER BORING TO 100' IN ITD ROW DURING NIGHT TIME HOURS 10PM TO 5AM
TERRACON HIRES A-CORE FOR 16" DIAMETER CORES IN ANY CONCRETE PAVEMENT AREAS
SCOTT CORN
Haztech Total Costs
Mob 1 = $4,509.00
Mob 2 = $10,180.00
Mob 3 = $16,990.00
Mob 4 = $4,919.50
Total = $36,598.50
Page 217
Item#9.
HAZ-TECH DRILLING, INC.
1798 E. PLAZA LOOP
NAM PA, ID., 83687
PH: (208) 461-7277 OR (800) 359-1502
FAX: (208) 461-5211
PROPOSAL
TO: TERRACON DATE 1/17/2022
ATTN: RYAN INVOICE # XX
PROJECT: LINDER ROAD EXTENTION
FROM FRANKLIN TO OVERLAND
MERIDIAN, ID.
MOB 4 TERMS : NET 30 DAYS
UNITS UNIT AMOUNT
DESCRIPTION EST PRICE EST
MOB & DEMOB, PER DAY 1.00 $350.00 $350.00
AUGER DRILLING, PER FOOT 52.50 $25.00 $1,312.50
2" PIEZO'S INSTALLED, EACH 3.00 $575.00 $1,725.00
MOVING /WATER HAUL / STANDBY, PER HOUR 1.50 $200.00 $300.00
SUPPORT EQUIPMENT, PER DAY 1.00 $150.00 $150.00
BENTONITE CHIPS, PER BAG 9.00 $8.00 $72.00
SAND, PER BAG 18.00 $20.00 $360.00
FLUSH MOUNT SURFACE COMPLETIONS, EACH 3.00 $150.00 $450.00
MOB 4 OFF-SITE CUTTING DISPOSAL 1.00 $200.00 $200.00
**************
TOTAL AMOUNT EST: $4,919.50
PIEZOMETERS
*******************
3 PIEZO'S TO 17.5'
Haztech Total Costs
Mob 1 = $4,509.00
Mob 2 = $10,180.00
Mob 3 = $16,990.00
Mob 4 = $4,919.50
Total = $36,598.50
SCOTT CORN
Page 218
Item#9.
January 13, 2022
Terracon Engineers SYMAN
ATTN: Ryan Olsen
11849 West Executive Dr. Suite G
Boise, Idaho 83713
Office (208) 387-2938
Fax(208) 323-9592
QUOTATION
Syman Project Number: 220061
Estimator: Brad Simpson
Estimator Phone: (208)401-5989
Estimator Email: b.simpson@symancompany.com
Project Name: Linder Road, Overland to Franklin Test Pits Quote Date: 01/13/2022
Project Location: Ada County, ID
ITEM QUANTITY UNITS DESCRIPTION UNIT PRICE TOTAL
Backhoe 420 E 30 HR Rubber Tired 4x4 Backhoe $ 125.00 $ 3,750.00
W/Operator
ESTIMATED EXCAVATION TOTAL $ 3,750.00
Water Truck 30 HR Water Truck with Driver $ 145.00 $ 4,350.00
ESTIMATED WATER TRUCK TOTAL $ 4,350.00
Mob Fee 1 EA Mob&Demob of equipment $ 425.00 $ 425.00
to Jobsite
ESTIMATED MOB TOTAL $ 425.00
$ 8,525.00
*Quantities listed above are estimate only *It is assumed project will take up to four days to complete
actual quantities may vary *Tax not included in price
*Mob fee applied to water truck and equipment *It is assumed by Syman LLC that Terracon will
*It is assumed excavation will occur on first day provide traffic control
Labor rate is port to port per man Price good for 65 days from bid date
*Charges associated with refilling water truck not included *Syman assumes Terracon will locate all utilities
in quote *Water truck will be used to fill infiltration pits
It is understood by Syman, LLC that we are to excavate three infiltration test pits on Linder Road between
Overland and Franklin in Meridian. Once pit is excavated Syman will provide a water truck and water for
Terracon to perform the infiltration test per ACHD methods. It is assumed 9 hours onsite for each test pit for
both the backhoe and water truck to complete infiltration tests.
Contractor Lic#RCE-22495 SYMAN LLC Cage#4W JN8
Public Works#17170C4 www.symancompany.com Duns#80-7 Page 219
Office(208)287-8421 2101 Delta Dr,Nampa,ID 83687 Fax(208)8
Item#s. r rr^ Quote: 06348
Avg Date: 24 Jan 2022
COSICE7 Expires: 23 Feb 2022
CONCRETE SPECIALISTS
L I BOISE
A-Core Concrete Specialists of Boise 16531 Business WayBoise ID 83716
Phone# (208) 384-0500 1 Fax# I License#
Customer Contact Job Information Quoted By
TERRACON INC. RYAN OLSEN 1-84 Jeff Stewart
3006 S. 96TH ST (208)387-2938 1-84&LINDER RD (208)573-6877
Lakewood, ID 98499 ryan.olsen@terracon.coIWIERIDIAN, ID 83642 jeff@a-core.com
(253)573-9939
Qty Description Price Adj Total
1 Core Drill Quantity: 1 1,350.00 Each 1,350.00
Diameter: 16"
CORE DRILL A 16" HOLES THROUGH 5.5" OF ASPHALT ON TOP OF 11" THICK CONCRETE SLAB. ALL
WORK TO BE DONE AT NIGHT (CORE DRILLING AT NIGHT WILL BE AN HOURLY RATE OF $225.00 PER
HOUR WITH A 6 HOUR MINIMUM CHARGE)
Total 1,350.00
Page 220
Printed: 03/07/2022 02:24:33 PM Page 1 of 2
Item#9.
TERRACON
GEOTECHNICAL ENGINEERING SERVICES
Linder Rd,Overland Rd to Franklin Rd
Meridian,Idaho
Terracon Proposal No. P62215138
Traffic Control
ITEM Quantity Unit Price Estimated Cost
Traffic Control Flagging(4 flaggers x 9 hours/day x 4 days), per hour 144 $ 45.00 $ 6,480.00
Traffic Control Shoulder Closures, per day 4 $ 500.00 $ 2,000.00
Night Lane Closures on 1-84,per shift 2 $ 1,500.00 $ 3,000.00
Mobilization/Delivery(assumes 4 separate mobilizations),each 4 $ 360.00 $ 1,440.00
TOTALI $ 12,920.00
Based on traffic control unit rates provided by Specialty Construction Supply
Page 221
Item#9. TERRACON
GEOTECHNICAL ENGINEERING SERVICES
Linder Rd, Overland Rd to Franklin Rd
Meridian, Idaho
Terracon Proposal No. P62215138
MILEAGE ESTIMATE
ROUNDTRIP TOTAL
NO.TRIPS DESTINATION MILEAGE MILEAGE
Project: Boring Layout, Utility Clearance, Drilling,
25 Excavation and Infiltration Testing 16 400
14 Project: Groundwater Measurements 16 224
ESTIMATED PROJECT TOTAL MILEAGE 624
Terracon Labor Hour and Cost Estimate—Linder Rd,Overland Rd to Franklin Rd_3-7-22.xlsx\ Page 222
3/
Item#9.
MAN-HOUR ESTIMATE
LINDER ROAD OVERLAND TO FRANKLIN-TRAFFIC SIGNALS i
ACHD PROJECT NO.
ACHDACHD GIS NO.
May 9,2022
LABOR HOURS TOTAL Principal Eng(PE,PTOE) Project Eng(PE)
TASK 1 GENERAL PROVISIONS-PROJECT MANAGEMENT
1.1 Progress Meetings
Kick-off Meeting 4 2 2
Progress Meetings(Assume 4) 6 4 2
1.2 Project Administration(18 Month Design)
General Project Management 50 40 10
Monthly Invoices 12 12
TASK 1 TOTAL 72 58 14
TASK 4 30%DESIGN
4.6 Concept Intersection and Roadway Design
Traffic Signal Initial Layout 24 8 16
4.11 30%Review Meeting
Prepare for and Attend Meeting,Summarize Comments and
Prepare Responses 4 2 2
TASK 4 TOTAL 28 10 18
TASK 5 75%DESIGN
5.1 Traffic Signal Design
Prepare Traffic Design Base Files 50 10 40
Traffic Signal at Linder and Franklin Road(3 sheets) 48 8 40
Traffic Signal at Linder and Overland Road(3 sheets) 48 8 40
PHB Signal at Linder and Tenmile Creek Path(2 sheets) 36 24 12
PHB Signal at Linder and Waltman St(2 sheets) 36 24 12
Quantities 6 2 4
5.10 75%Internal Design Review Submittal
Internal Review and prepare Submittals 20 8 12
5.11 75%Review Meeting
Prepare for and Attend Meeting,Prepare Signal Meeting Notes,
Summarize Comments and Prepare Responses 6 2 4
Plan in Hand Field Review Meeting 2 2
TASK 5 TOTAL 252 88 164
TASK 6 95%DESIGN
6.5 Traffic Signal Design
Revise Traffic Design Base Files 28 4 24
Traffic Signal at Linder and Franklin Road(6 sheets) 46 6 40
Traffic Signal at Linder and Overland Road(6 sheets) 46 6 40
PHB Signal at Linder and Tenmile Creek Path(3 sheets) 16 12 4
PHB Signal at Linder and Waltman St(3 sheets) 16 12 4
Quantities 6 2 4
Page 223
Linder Road,Overland to Franklin Ada County Highway District Page
Item#9.
_ MAN-HOUR ESTIMATE
€ LINDER ROAD OVERLAND TO FRANKLIN-TRAFFIC SIGNALS
.401 ACHD PROJECT NO.
ACHACHD GIS NO.
If May 9,2022
LABOR HOURS TOTAL Principal Eng(PE,PTOE) Project Eng(PE)
kkilh
6.12 Special Provisions
Prepare Special Provisions and Use Tax 10 2 8
6.14 95%Internal Design Review Submittal
Internal Review and prepare Submittals 18 8 10
6.15 95%Review Meeting
Prepare for and Attend Meeting,Prepare Meeting Notes,
Summarize Comments and Prepare Responses 4 2 2
TASK 6 TOTAL 190 54 136
TASK 7 99%DESIGN
7.1 Finalize Plans for Right-of-Way Acquisition 40 16 24
TASK 7 TOTAL 40 16 24
ZTASK8 :100%DESIGN-Additional Services
TASK 8 TOTAL 0 0 0
TASK 9 CONSTRUCTION ENGINEERING -Additional Services
TASK 9 TOTAL 0 0 0
TOTAL LABOR HOURS 582 226 356
BUDGET
HOURLY TOTAL
LABOR RATE COST
Principal Engineer $145.00 $ 32,770.00
Project Engineer $130.00 $ 46,280.00
TOTAL LABOR $ 79,050.00
TOTAL BUDGET $ 79,050.00
Page 224
Linder Road, Overland to Franklin Ada County Highway District Page
Item#s. Road, Overland to Franklin Fo SGREN
0
TOTAL
3 �
TASK# TASK DESCRIPTION HOURS ta� d _ a�
N fa m .
R
Q E d
N fn W m L J 00 U
1.0 Project Management 278.00 188.00 9.00 1 18.00 18.00 9.00 36.00 0.00
1.1 Progress Meetings&Meridian Task Force Meetings
Progress Meetings(includes travel to Meridian) 36.00 36.00
Meridian Task Force Meetings(includes travel) 8.00 8.00
1.2 Project Administration
Monthly Invoice/Review Budget 63.00 36.00 27.00
Monthly Progress Report&Schedule Review 18.00 18.00
Internal Coordination Meetings&Misc.Admin. 117.00 54.00 9.00 18.00 18.00 9.00 9.00
Coordination with ITD Bridge 36.00 36.00
2.0 Public Involvement 32.00 16.00 0.00 8.00 4.00 4.00 0.00 0.00
2.1 Outreach
Kickoff Field Meeting 4.00 4.00
2.2 Virtual Public Meetings
Preparation for meeting(Pre-PIM) 10.00 4.00 4.00 2.00
Two Public Information Meetings(Virtual) 18.00 8.00 4.00 4.00 2.00
4.0 30%Design(ITD TS&LIS&L) 513.00 9.00 22.00 126.00 222.00 134.00 0.00 0.00
4.3.1 Praft TS&L Report
Options 1 -2 span PS wICIP Deck with MSE Walls 57.00 1.00 2.00 16.00 24.00 14.00
Options 2-2 span PS wICIP Deck; No MSE walls 56.00 2.00 16.00 24.00 14.00
Options 3-2 span PS Deck BT&with MSE Walls 56.00 2.00 16.00 24.00 14.00
Options 4-2 span PS Deck BT; No MSE Walls 56.00 2.00 16.00 24.00 14.00
4.3.2 Final TS&L Report 18.00 1.00 1.00 2.00 6.00 8.00
4.3.3 Draft S&L Plans € #Shts
Situation and Layout 1 31.00 1.00 2.00 4.00 8.00 16.00
Sheet Index,Quantities,&Vicinity Map 1 13.00 1.00 2.00 6.00 4.00
Design and General Notes 1 15.00 1.00 2.00 8.00 4.00
MSE Wall Layout 1 54.00 2.00 16.00 16.00 20.00
Pier Plan&Elevation 1 37.00 1.00 8.00 20.00 8.00
Typical Section&Details 1 19.00 1.00 2.00 8.00 8.00
Preliminary Girder Calculation 42.00 2.00 16.00 24.00
4.3.4 Final S&L Plans 35.00 1.00 2.00 8.00 16.00 8.00
4.10 30%Design Submittal
30%Estimate 11.00 1.00 2.00 8.00
Package&Upload files 5.00 1.00 2.00 2.00
4.11 30%Review Meeting 8.00 4.00 4.00
5.0 75%Design 9.00 4.00 0.00 0.00 4.00 1.00 0.00 0.00
5.12 75%Review Meeting 9.00 4.00 4.00 1.00
FA will resubmit S&L from 30%for reference by
reviewers and attend review meeting.
Linder Overpass Manhours 5.9.2022.xlsx Page 1 of 6
Page 225
Item#s. Road, Overland to Franklin Fo SGREN
0
TOTAL
3 �
TASK# TASK DESCRIPTION HOURS t a� d _ a�
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6.0 95%Design(ITD Final Design) 1454.00 29.00 74.00 271.00 568.00 1 512.00 0.00 1 0.00
6.2 95%Design Submittal
Bridge Plans(Redlines,CAD,QAQC) € #Shts
Situation&Layout 1 11.00 1.00 1.00 1.00 4.00 4.00
Sheet Index,Quantities,&Vicinity Map 1 11.00 1.00 1.00 1.00 4.00 4.00
Design&General Notes 1 11.00 1.00 1.00 1.00 4.00 4.00
Foundation Investigation(by Terracon) 2 9.00 1.00 1 1.00 1.00 2.00 4.00
Footing Layout&Pile Notes 1 47.00 1.00 2.00 4.00 8.00 32.00
Abutment Details 3 83.00 1.00 2.00 8.00 16.00 56.00
MSE Wall Details 2 43.00 1.00 2.00 8.00 16.00 16.00
Pier Details 5 129.00 1.00 8.00 16.00 24.00 80.00
Girder Framing Plan 1 46.00 1.00 1.00 4.00 8.00 32.00
Deck Typical Section&Details 2 38.00 1.00 1.00 4.00 8.00 24.00
Prestressed Girder Sheet 1 43.00 1.00 2.00 8.00 16.00 16.00
Prestressed Girder Details 1 43.00 1.00 2.00 8.00 16.00 16.00
Future Utility Details(power&communication) 1 15.00 1.00 1.00 1.00 4.00 8.00
Approach Slab Details 2 34.00 1.00 1.00 4.00 4.00 24.00
42"Single Slope Concrete Parapet 1 23.00 1.00 1.00 1.00 4.00 16.00
Concrete Parapet for Combination Railing 2 39.00 1.00 1.00 1.00 4.00 32.00
Protective Pedestrian Fence for Comb Rail 2 47.00 1.00 1.00 1.00 4.00 40.00
Combination Rail Light Pole Support 1 51.00 1.00 1.00 1.00 16.00 32.00
Bridge Name Signage 1 7.50 0.50 1.00 1.00 1.00 4.00
Date Panel 1 7.50 0.50 1.00 1.00 1.00 4.00
Metal Reinforcement 1 61.00 1.00 4.00 8.00 16.00 32.00
Bridge Design Calculations
Light pole support design(on side of Comb.Rail) 49.00 1.00 16.00 32.00
Design of aesthetic metal Ped.Rail on Comb.Rail 17.00 1.00 8.00 8.00
Sizing of exp.Jt.In approach slab 7.00 1.00 2.00 4.00
Utility support design/spacings 7.00 1.00 2.00 4.00
Emp.deck design+Overhang design+Neg.over piers 44.00 4.00 16.00 24.00
Prestressed Girder Design 28.00 4.00 8.00 16.00
Design of SREP bearing pad at pier 21.00 1.00 4.00 16.00
Pier Design(traditional cast-in-place on spread footing) 100.00 4.00 32.00 64.00
Abutment/Pile Design 192.00 8.00 64.00 120.00
Rebar Dev./Laps/Lengths 37.00 1.00 4.00 16.00 16.00
Bridge Quantities 39.00 1.00 2.00 4.00 16.00 16.00
Bridge Cost Estimate 15.00 1.00 2.00 4.00 8.00
Bridge Construction Time Schedule 23.00 1.00 2.00 4.00 16.00
Bridge Special Provisions 35.00 1.00 2.00 8.00 24.00
Perform Load Rating based on design plans 33.00 1.00 4.00 12.00 16.00
6.3 95%Review Meeting 8.00 4.00 4.00
Linder Overpass Manhours 5.9.2022.xlsx Page 2 of 6
Page 226
Item#s. Road, Overland to Franklin Fo SGREN
0
TOTAL
3 �
TASK# TASK DESCRIPTION HOURS t a� d _ a�
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7.0 99%Design(ITD PS&E Initial Submittal) 100.00 7.00 1 8.00 17.00 33.00 1 35.00 0.00 1 0.00
7.1 Finalize Plans(update per 95%Review comments)
update bridge plans 59.00 1.00 2.00 8.00 16.00 32.00
update bridge quantities 7.00 1.00 1.00 2.00 2.00 1.00
update bridge cost estimate 5.00 1.00 1.00 1.00 2.00
update construction time schedule 6.00 1.00 1.00 2.00 2.00
update bridge special provisions 8.00 1.00 1.00 2.00 4.00
Stamp/sign bridge plans 8.00 1.00 1.00 1.00 3.00 2.00
Stamp/sign final design calculations 7.00 1.00 1.00 1.00 4.00
8.0 100%Bid Documents(ITD PS&E Revisions) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Jot in this scope of work
Summary of Hours Per Task
1.0 Project Management 278.00 188.00 9.00 18.00 18.00 9.00 36.00 0.00
2.0 Public Involvement 32.00 16.00 0.00 8.00 4.00 4.00 0.00 0.00
4.0 30%Design(ITD TS&LIS&L) 513.00 9.00 22.00 126.00 222.00 134.00 0.00 0.00
5.0 75%Design 9.00 4.00 0.00 0.00 4.00 1.00 0.00 0.00
6.0 95%Design(ITD Final Design) 1454.00 29.00 74.00 271.00 568.00 512.00 0.00 0.00
7.0 99%Design(ITD PS&E Initial Submittal) 100.00 7.00 8.00 17.00 33.00 35.00 0.00 0.00
8.0 100%Bid Documents(ITD PS&E Revisions) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL LABOR HOURS 2386.00 253.00 113.00 440.00 1 849.00 1 695.00 1 36.00 0.00
Linder Overpass Manhours 5.9.2022.xlsx Page 3 of 6
Page 227
item#s. der Road, Overland to Franklin
FORSGPIN
A. SUMMARY ESTIMATED MAN-DAY COSTS
Raw Labor
Man-Hours Hourly Rate Cost
1) Project Manager 253.00 @ $75.75 $19,164.75
2) QA Review(SIR) 113.00 @ $106.73 $12,060.49
3) Sr. Bridge Engineer 440.00 @ $62.89 $27,671.60
4) Bridge Engineer 849.00 @ $48.75 $41,388.75
5) Bridge CADD 695.00 @ $45.00 $31,275.00
6) Clerical 36.00 @ $23.00 $828.00
--- 0.00 @ $0.00 $0.00
--- 0.00 @ $0.00 $0.00
--- 0.00 @ $0.00 $0.00
--- 0.00 @ $0.00 $0.00
--- 0.00 @ $0.00 $0.00
--- 0.00 @ $0.00 $0.00
--- 0.00 @ $0.00 $0.00
--- 0.00 @ $0.00 $0.00
Total Man-Hours = 2386.00 Labor Cost= $132,388.59
B. PAYROLL, FRINGE BENEFIT COSTS & OVERHEAD
Total Raw Labor Cost Approved Overhead Rate
$132,388.59 X 169.88% _ $224,901.74
C. NET FEE
Total Raw Labor& Overhead NET FEES
$357,290.33 X 13.5% _ $48,234.19
D. FCCM
Total Raw Labor Cost Approved FCCM Rate
$132,388.59 X 0.48% $635.47
TOTAL LABOR $406,159.99
(This is not the final total, see next page)
Linder Overpass Manhours 5.9.2022.xlsx Page 4 of 6 5/
Page 228
item#s. der Road, Overland to Franklin
FORSGPIN
E. OUT-OF-POCKET EXPENSE SUMMARY
Out-of-Pocket Expense Unit Estimated Unit Cost Estimated Expense
Description Amount
1) Company Vehicle Mileage Miles 415 @ $ 0.585 = $ 242.78
2) Rental Car Days --- @ $ 120.00 = $ -
3) Fuel for Rental Cara Miles --- @ $ 0.300 = $ -
4) Per Diem2 Days --- @ $ 74.00 = $ -
5) Lodging2 Days --- @ $ 147.00 = $ -
6) Taxes on Lodging4 Days --- @ $ 19.11 = $ -
7) --- --- --- @ $ - _ $ -
8) --- --- --- @ $ - _ $ -
9) --- --- --- @ $ - _ $ -
10) --- --- --- @ $ - _ $ -
11) --- --- --- @ $ - _ $ -
12) --- --- --- @ $ - _ $ -
TOTAL ESTIMATED EXPENSE = $ 242.78
F. WAGE ESCALATION (See Note 5)
A+B+D Ratio (Months) % Raise
$357,925.80 X 9/16 X 7.00% = $ 14,093.33
G. SUBCONSULTANTS
1) --- = $ -
2) --- _ $ -
3) --- _ $ -
TOTAL = $420,496.10
Footnotes
1) Negotiated % Fee
2) As per the "FY22 FEDERAL PER DIEM RATES FOR IDAHO"
3) Fuel for rental cars assumes $6.00/Gallon at 20 MPG = $0.300/Mile
4) Based on approximate lodging taxes of 13% x Lodging Rate.
5) Forsgren anticipates an annual raise in wages to tentatively go into effective on 1/26/2023. This is
ratioed to account for estimated portion of time raises are in effect for this project. Net Fee is
excluded from the wage escalation calculation.
Linder Overpass Manhours 5.9.2022.xlsx Page 5 of 6 5/
Page 229
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11D
BIONOMICS ENVIRONMENTAL, INC.
Linder Road, Overland to Franklin
A. SUMMARY ESTIMATED MAN-HOUR COSTS
Man-Hours Hrly Rate Labor Cost
1 PRINCIPAL 22 @ $193.00 = $ 4,246.00
2 ENVIRONMENTAL PROGRAM MANAGER 144 @ $135.00 = $ 19,440.00
3 SENIOR ENVIRONMENTAL SCIENTIST 12 @ $113.00 = $ 1,356.00
4 ENVIRONMENTAL SCIENTIST 0 @ $65.00 = $ -
5 ENVIRONMENTAL SCIENTIST 0 @ $105.00 = $ -
6 PRINCIPAL INVESTIGATOR 82 @ $135.00 = $ 11,070.00
7 SENIOR ARCHAEOLOGIST 20 @ $117.00 = $ 2,340.00
8 CULTURAL RESOURCE SPECIALIST 8 @ $84.00 = $ 672.00
10 PUBLIC INVOLVEMENT SPECIALIST 0 @ $84.00 = $ -
TOTAL LABOR COST = $ 39,124.00
B. ESCALATION
Anticipated Start Date:
Project duration: 0 months
Total Raw Labor&Overhead Esc Ratio Annual Esc
Out Year 1 $39,124.00 X 0% X 4.0% _ $0.00
Out Year 2 $39,124.00 X 0% X 8.1% _ $0.00
C. OUT-OF-POCKET EXPENSE SUMMARY
Estimated
Estimated Amount Unit Cost Expense
1 *MILEAGE (Miles) 60 @ $ 0.585 = $ 35.10 30 cultural 30
3 *LODGING (Nights) 0 @ $ 96.00 = $ -
4 *MEALS (Days) 0 @ $ 59.00 = $ -
5 CAR RENTAL (Days) 0 @ $ 100.00 = $ -
6 GAS (Gallons) @ $ 3.50 = $ -
2 AIR TRAVEL(Tickets) 0 @ $ - = $ -
6 AIRPORT PARKING @ $ - = $ -
TOTAL ESTIMATED EXPENSE = $ 35.10
D. SUBCONSULTANTS/OUTSIDE SERVICES
1 STATE HISTORIC PRESERVATION OFFICE REQUEST ** $300.00 = $ 300.00
2 CONSULTANT 1 / IDAHO FISH AND WILDLIFE ** $0.00 = $ -
TOTAL = $39,459.10
Pricing Updates: Pricing is updated at least annually,as appropriately determined by Bionomics Environmental, Inc. Services and
supplies will be billed at current standard rates,which may be different than the unit prices listed.
COVID-19 Update: To the best of our abilities, Bionomics Environmental, Inc.(Bionomics)will try to meet the requirements outlined in the
project scope,schedule,and budget as delineated in the contract.As our response to the COVID-19 pandemic, Bionomics is committed to
engaging in safety procedures in hopes to protect clients,staff,their families,and the public.Since by definition the COVID-19 impacts are
beyond Bionomic's control and are considered a force majeure impact,we cannot be responsible for any delays in delivery or subsequent
project delays which could result in related claims,costs,or damages.Should circumstances related to the COVID-19 issue impact our
scope,schedule,or budget,we will notify you of the circumstances and mutually agree to an adjustment.
* As per the"FEDERAL PER DIEM RATES FOR IDAHO"
** See attached Subconsultant's Summary
Page 232
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Item#9.
GE o' TERRA Date: 1/12/2022
Proposal for Aerial Mapping Services Job# 220019
Submitted to: Barry Whitson
Keller Associates Franklin to Overland Corridor:
3153 McNeil Drive Planimetric feature mapping with DTM,contours,
Idaho Falls,ID 83401 and new color orthophotography.
Corridor will be flown with new aerial photography
and lidar to support 1/2'contours.
Project Name: Franklin to Overland Corridor
Location: Meridian,Idaho
Specifications 40-scale,1/2'ctrs JNotes
Project Description Corridor Client provided route,1.1 miles
Acres 100 Mapping AOI with 50'buffer
Map Scale 1"=40' Horizontal Accuracy Standard
Contour Interval 1/2' Vertical Accuracy Standard
DTM Yes Mass points and Break Lines
Vertical Accuracy,photography 0.15' RMSEv Accuracy Calss per ASPRS Map Accuracy Standards(2014)
Feature Data Collection Full Full feature layers
Image GSD/Photo Scale 4cm Ground Sample Distance(GSD)in cm's
Estimated Flight Lines 1 60%forward lap
Estimated Aerial Exposures 18 30%side lap
Orthophoto Resolution 0.15' 0 to 3 pixel horizontal accuracy
Orthophoto Delivery RGB 3-Band,8-bit/band RGB
Ground Control Points H-V 8 Targeted or Photo ID-ground control is responsibility of client
Ground Control Points V 6 Verical shots throughout corridor
Airborne GPS/IMU yes Exposure Location/Orientation
Primary Delivery via UPS Ground Delivery
Secondary Delivery via FTP/Email Internet Download or Attachment
Project Map Yes Attached
Project Deliverables: * Features and Contours in AutoCAD format
* DTM data in AutoCAD format
* Terrain surface in Civil3D AutoCAD format
* Lidar data in LAS format classified(ground/non-ground)
* Flight Index in AutoCAD format
* 3-band imagery to RGB Color Orthophoto Tiles in TIF/TFW Uncompressed Format
* 3-band imagery to RGB Color Orthophoto Tiles&Mosaic in 20:1 SID/SDW Compressed Format
* Project Metadata(technical details)in standard GeoTerra PDF Format
Media Type: Standard Media(CD-ROM,DVD)
Schedule: CAD Data will be delivered 5 to 6 weeks from receipt of imagery and ground control coordinates.
Orthophoto data will follow within 1 week.
* Recommend flying during leaf off conditions early spring
40-scale,1/2'ctrs
PROJECT TOTAL
Aerial Mapping Services $24,875
Submitted by: Scott Wilson,CP Approved by:
GEO TERRA
www.GeoTerra.us
208-336-2430
Amount Approved:
Date Approved:
Page 234
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Item#9.
DGEP
DAYLIGHTINGTM
Badger Hydrovac Service Proposal
United States
Prepared By: Zachary Funk
Email: zfunk@badgerinc.com
Date 2022/01/11
www.badaerinc.com Page 1 of Page 236
Item#g.
ESTIMATE
Badger Daylighting Corp DATE: 2022/01/11
15977 Gunfire Rd
Caldwell,ID 83607 Reference#: QT-011122-83790
ID License#RCE-38047 and
#020208
"An equal opportunity employer" I PREPARED BY:J Zachary Funk
am&MMON Mom
Company: KELLER ASSOCIATES INC Contact Name Eric Hulslander
Contact Phone# (208)288-1992 E-mail: ehulslander@kellerassociates.com
Billing Address: Title: Project Engineer
Bill City/State Account#26198
Service Address
Scope of Work
Quote for Pothole budget planning on Linder overpass project.Numbers subject to change as new information is received.
Pothole dimensions are calculated at 12"diameter X 6'deep.Any excessive digging or exploratory trenching outside of pothole dimensions
will be billed at hourly rate.
Badger Hydrovac With Operator $255.00 HR $0.00
Pothole-in dirt-Depth to 0-6 Ft $450.00 EA $0.00
Pothole-in pavement-Depth to 0-6 Ft $600.00 EA 24 $14,400.00
3rd Party Service(TRAFFIC $2,200.00 DAY 2 $4,400.00
CONTROL)
3rd Party Service(CONTRACTOR) Pavement Panel Replacement, $1,500.00 EA $0.00
if needed
Fluctuating Fuel Recovery $1,537.84
Total: $20,337.84
This proposal contains the budgetary estimate to complete the work as described above under the
heading"Scope of Work".
If any part of the work varies from that described in Scope of Work,or if unexpected digging conditions
are encountered(eg rocks, rubble, roots, etc...), then additional charges shall apply. All work will be
done on a time and material basis. All work will be done in accordance with the terms and conditions
contained in Badger Daylighting Corp.'s standard terms and conditions(USA)attached hereto.
Company: PO#:
Name (please print): Title:
Signature: Date:
I am authorized to bind the Company
www.badaerinc.com Page 2 of page 237