HomeMy WebLinkAboutRESPONSE - RFP - 7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES (2)REQUEST FOR PROPOSALS
FOR
7525 Arthur Ditch Bridge Replacement Design Services
July 10, 2013
CITY OF FORT COLLINS
Oak & Whitcomb Canyon & Mulberry Loomis & Olive
Submitted By
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 1 | J-U-B ENGINEERS, Inc.
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J-U-B established the Fort Collins office in 2003.
Since opening our office, J-U-B has contracted
with City of Loveland, City of Longmont, Boulder
County, Town of Windsor, Town of Breckenridge,
CDOT, and Colorado State University. We currently
have ‘on-call’ contracts with several of these
entities. In addition, the Fort Collins office has
completed 'Downtown' projects for the Cities of
Loveland, Longmont, and Casper. The Fort Collins
office specializes in transportation design, roadway
drainage, irrigation design, and general municipal
design.
J-U-B will partner with Stantec’s Fort Collins Office
on this project. Stantec has extensive City of Fort
Collins experience as well as experience working
within the tight confines of City of Fort Collins
Downtown Neighborhoods. We have also added
TERRACON to our team to perform geotechnical
investigation and reporting.
Our team will be led by Jeff Temple, P.E. Jeff is
a senior transportation project manager and
brings 24 years (14 years in Northern Colorado)
of transportation design, management, and
construction administration experience to the team.
Jeff also manages the J-U-B Fort Collins office.
J-U-B Engineers, Inc.
J-U-B is a full-service, professional services
corporation that specializes in transportation and
traffic design, municipal infrastructure, structural
engineering, storm drainage, and water/wastewater
engineering. Our corporate culture understands the
importance of establishing long-lasting and trusted
relationships with our clients.
Founded in 1954, J-U-B provides innovative
ideas and responsible engineering, planning, and
transportation design services to public agencies
and municipalities. For more than 50 years, J-U-B
has experienced steady growth in company size,
professional expertise, and in the size, number, and
complexity of our projects. J-U-B currently has 14
offices and approximately 290 staff members.
For the last five years, J-U-B has been listed as one
of Engineering News Record’s top 400 design firms,
and in 2011 was recognized as one of the “Best
Civil Engineering Firms to Work For” in a survey
conducted by CE News. J-U-B was rated second in
the large engineering firm category. We are proud
of these accomplishments and truly believe that
employee satisfaction is transferred to our clients
through our projects. We take pride in being able to
supply the personal service of a smaller office while
having the strength and support of a large, full-
service engineering firm.
FIRM CAPABILITY
SANDPOINT
SPOKANE COEUR D’ALENE
KENNEWICK
LEWISTON
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 2 | J-U-B ENGINEERS, Inc.
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STANTEC
Stantec’s resume is replete with
successful projects completed
for the City of Fort Collins. Since
1988, Stantec’s Project Manager
Don Silar has worked with the City of Fort Collins on
numerous major and minor capital improvement
projects. Through these contracts, our project team
has garnered tremendous in-depth experience
working with City staff.
Stantec’s most important client reference is the City
of Fort Collins Utilities Department. Our performance
on previous projects, our working relationship with
City staff, and our familiarity with City procedures
has allowed us to successfully complete well over
200 projects. Stantec staff are truly committed to
designing and completing the highest quality projects
in a timely, cost-effective, and well-coordinated
manner while meeting the City’s expectations and
high standards.
Stantec’s experience with City projects has
produced familiarity with the water, wastewater,
and stormwater systems across and around the city.
Stantec has an in-depth knowledge of the City’s
raw water supply and transmission system and has
ongoing work related to cathodic protection, pipeline
relocation, pump station, and field investigation
efforts.
Stantec truly offers the City an engineering
design firm capable of solving a wide spectrum
of infrastructure problems. Our project team is
located within minutes of downtown and is a phone
call away. Past projects have required continuous
communication between the City, their contractors,
and the project team, and our close proximity will
enable timely and responsive communication.
Stantec will operate as a fully integrated member of
your team, acting seamlessly with both J-U-B and
City staff. In total, Stantec has over 105 staff (30 in
Fort Collins and 75 in Denver) in Colorado available
to assist the proposed project team.
Through years of working on high-profile projects
with the City, our team is extremely familiar with
the emphasis the City places on public relations.
Stantec will continue to work to support the City
public relations staff with timely information related
to each project. To show our commitment to public
relations, Don Silar has been trained in the methods
of Systematic Development of Informed Consent
(SDIC) and Citizen Participation-by-Objectives (CPO).
We are fully aware that other consultants who
propose on this contract will have skills that can be of
service to the City. We truly believe that the Stantec
differentiator is our proven following that will better
serve you throughout the period of this contract and
beyond.
Your Project Manager, Don Silar, has 36 years of
engineering experience in Fort Collins and the
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 3 | J-U-B ENGINEERS, Inc.
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If Requested
The Langdon Group, Inc. (TLG)
In 1997, J-U-B Engineers founded The Langdon
Group. The Langdon Group is a public outreach firm
with offices throughout the Intermountain West. Our
mission is to provide the structure and opportunities
for people to collaboratively solve problems. Public
Information Management on infrastructure projects
is simply “what we do.” Having worked on more
than 100 such projects as a firm, our experience is
extensive.
With TLG working hand-in-hand with Jeff Temple,
the City will gain TLG’s vast experience. TLG strives
to insure that any project that they are involved with
has close coordination amongst stakeholders to
provide the most effective foundation possible for
engaging local businesses and stakeholders.
The Langdon Group represents a strength that J-U-B
can offer. However the Langdon Group will only be
used on this project if requested by the City of Fort
Collins.
Terracon Consultants, Inc. (Terracon)
Terracon will perform field borings, laboratory
analysis, and geotechnical reporting. Work on this
project will be performed out of Terracon’s Fort
Collins offices.
For over 27 years, Terracon and their predecessor
firm, Empire Laboratories, Inc., has provided
geotechnical, construction materials, and
environmental engineering services on numerous
projects throughout Northern Colorado. Terracon’s
engineering and technical staff is experienced
on a wide range of project types. Terracon is
committed to maintaining their established
reputation of excellence based on quality, timely, and
competitively-priced work.
Experience with J-U-B Engineers
Terracon has had a strong relationship in Northern
Colorado and with J-U-B since J-U-B opened their
Fort Collins, Colorado, office in 2003. J-U-B and
Terracon have performed numerous projects
together over the last several years. Eric Bernhardt,
Terracon's project manager, has worked with Mr.
Temple on previous projects.
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 4 | J-U-B ENGINEERS, Inc.
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County Line Road Widening Improvements, Longmont, CO (Constructed
2011)
As a part of our on-call services contract with the City
of Longmont, J-U-B designed the reconstruction of
approximately 5,000 linear feet of County Line Road (WCR-#1)
in Longmont Colorado. This project involved the widening of
an existing 2-lane rural roadway section to a new 5-lane urban
arterial with curb, gutter, sidewalk, and bike lanes. Complete
reconstruction was required due to a change in roadway
profile.
The existing Great Western RR crossing required J-U-B to
prepare an application through the PUC. [A complete
roadway drainage system was designed and included oil
and debris snouts for water quality. The Oligarchy Irrigation
ditch was relocated along with a replacement/extension of
a 5’x10’ concrete box culvert. The box culvert was extended with both cast-in-place and pre-cast sections
and required curvilinear closure pour. A new diversion structure was designed for the Oligarchy ditch to
pass large volume flows. The project included the redesign of 2000’ of farm irrigation ditch, including
diversion boxes.] Extensive utility relocates were necessary with the new drainage system and irrigation
relocations.
Personnel - JUB (Jeff Temple, Lindsey Jones, Dan Tuttle, George Anderson)
Reference - Tom Street, City of Longmont, Ph: 303-651-8694
North Taft Avenue Improvements, Loveland, CO (Phase 1 Constructed,
Phase 2 Designed 2007-08)
This major City of Loveland Project was split into two phases. Phase 1
has been constructed; Phase 2 has been designed and is waiting for the
construction funding.
Phase 1 includes both the design and construction administration for
the widening of ~ ½-mile of North Taft Avenue from the Big Thompson
River to Gard Place. [Design included roadway widening, traffic
analysis, roadway drainage including a 54-inch storm main, crossing
of the Greeley-Loveland canal (with a new 68" pipe arch), new traffic
signal, water line design, and extensive right-of-way acquisitions and
easement preparation. Since this project widened Taft Ave. through an
established section of the city, extensive property restoration exhibits
were prepared.]
Phase 2 continued the Taft Avenue improvements north for another
~ ½ mile to West Shore Court. In addition to many of the same tasks
that were included in Phase 1, Phase 2 included the complete redesign
of a bridge over the Big Barnes Canal and the redesign of the US-
34(Eisenhower) and Taft Avenue intersection. This intersection was designed with concrete pavement and
will include dual left-turn lanes with a completely upgraded CDOT traffic signal.
Similar Personnel - JUB (Jeff Temple, Lindsey Jones, DanTuttle, Lori Labrum),
Reference - Frank Hempen, City of Loveland, Ph: 970-962-2515 hempef@ci.loveland.co.us
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 5 | J-U-B ENGINEERS, Inc.
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3rd Avenue Bridge Deck Replacement, Longmont, Colorado (Designed
2011)
Phase 1 began with J-U-B performing a structural analysis of the
3rd Avenue Bridge over the Great Western Railroad. J-U-B found
the existing substructure and girders to be in good structural
condition with a failing deck. J-U-B’s structural analysis included
a matrix that compared repair options, cost, and various design
factors. The result of the analysis was our recommendation to
replace the eastbound bridge deck.
Phase 2 of this project included the design of a complete deck
replacement and plan preparation. It was found that the existing
expansion joint was allowing water to penetrate down to the
beam ends and bearing pads, causing significant issues. J-U-B
modified the conventional back-wall abutment to a semi-integral
abutment in order to move the expansion joint from between the
deck and the back-wall to the far end of the approach slab. The project also involved preparation of a Public
Utilities Commission (PUC) application for work within a grade-separated railroad crossing.
Personnel - JUB (Jeff Temple, Lindsey Jones, Dan Tuttle, George Anderson)
Reference - Tom Street, City of Longmont, Ph: 303-651-8694
Locust Street Storm Sewer Outfall, Fort Collins, Colorado
Stantec provided planning, design, and construction services for
a stormwater conveyance system through the "Old Town Basin".
The area has a history of flooding, most recently in 1997 when
approximately 150 homes and 10 commercial structures were in
the floodplain.
The storm sewer weaves through existing neighborhoods that
were developed beginning at the turn of the century through
the 1960s. During this period, the installation of major drainage
facilities was not considered and little was done to accommodate
run-off from both minor and major storm events.
Infrastructure improvements consisted of 3,500 LF of 108-inch
storm sewer, a 72-inch storm sewer, a 5-foot by 16-foot box
culvert, 24- and 27-inch parallel sanitary sewer lines, and a 102-
inch tunnel under Riverside Avenue.
Similar Personnel - Stantec (Don Silar, Ken Matthews)
Reference - Mr. Owen Randall, P.E., Chief Engineer –
Utilities, Ph: 970 221-6700 orandall@fcgov.com
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Sheldon Lake Storm Water Improvements, Fort Collins, Colorado
Stantec provided engineering design, survey, construction administration, and environmental
services for stormwater detention and irrigation improvements to Sheldon Lake at City Park.
New storm sewer and inlets in nearby neighborhoods direct
runoff through box culverts under Mulberry Street into the Lake to
alleviate local flooding.
Improvements included installation of 4’x4’, 5’x4’, and 8’x4’
reinforced concrete box culverts, 68”x43” and 83”x53” reinforced
concrete elliptical pipe, inlet and outlet structures, lowering of
irrigation pump intakes, ditch bank improvements to prevent
stormwater spills, a spill/crossing structure, and radial gates were
added to New Mercer Ditch and Larimer County Canal #2.
The work was completed with minimal traffic closures and with
continuous
emergency
vehicle access.
Throughout
the project, the
team provided
extensive
communications with affected area businesses and
residents which included hand-delivered fliers, postcards,
newsletters and a web site sharing project details,
timelines, and contact information.
This project was the runner-up for a CASFM Grand Prize.
Similar Personnel - Stantec (Don Silar)
Reference - Mr. Owen Randall, P.E., Chief Engineer – Utilities, Ph: 970 221-6700, orandall@fcgov.
com
Arthur Ditch Sanitary Sewer Crossing, Fort Collins, Colorado
Stantec provided engineering design, survey, and construction administration of an utility
crossing of the Arthur Ditch. Improvements included
installation of manholes and piping to eliminate an existing
span crossing of the ditch and placement of a new conduit
under the bottom of the ditch.
The work was completed with minimal traffic closures
and with continuous access to the adjacent gas station.
Throughout the project, the team provided extensive
communications with affected area businesses and residents,
which included timelines and contact information.
Similar Personnel – Stantec (Don Silar)
Reference - Mr. Tim McTague / Mr. Owen Randall, P.E.,
Project Manager / Chief Engineer, Ph: Tim – 970 310-
5980, Owen – 970 221-6809 (direct)
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CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 7 | J-U-B ENGINEERS, Inc.
ASSIGNED PERSONNEL
ASSIGNED PERSONNEL
In an effort to give the City of Fort Collins a team with exceptional LOCAL and RELEVANT experience, J-U-B
has partnered with Stantec’s Fort Collins staff. J-U-B, led by Jeff Temple, will be the prime consultant and will
be accountable for the project as a whole. J-U-B will be responsible for the final construction documents
and coordination and liaison duties, as well as structural design and surface designs. Stantec will be led by
Don Silar and will be tasked with sub-surface designs, including hydraulic design and utility investigation and
coordination. Don Silar has performed over 200 design projects for the City of Fort Collins, and has extensive
experience working in the downtown area.
With our Team's depth of knowledge, we have a unique balance of professional, technical, and intermediate
staff to meet the requirements of the City of Fort Collins’ project. The J-U-B/Stantec senior team members
are considered individual leaders in their respective disciplines, yet they will function as a tightly integrated
project team. Following is the team’s organization chart and brief resumes of key staff.
Project Team Organizational Chart
LEGEND
J-U-B ENGINEERS, Inc. Terracon
King Surveyors, Inc.
Brian Smith, P.E.
Technical QA/QC
City of Fort Colllins
Tracey Dyer
Jeff Temple, P.E.
J-U-B Project Manager
Underground
Improvements
Don Silar, P.E.
Leader
Ken Matthews, P.E.
Project Engineer
Lisa Lauver, P.E., CFM
Design Engineer & Utility
Coordination
Structural
George Anderson, P.E.
Structural Engineer
Surface Improvements
Jeff Temple, P.E.
Leader
Lindsey Jones, P.E.
Project Engineer
Dan Tuttle
Project Engineer
Brian Goff
CADD Technician
Don Silar, P.E.
Stantec Water Resource Manager
If Requested
The Langdon Group
Joan Sabot
Goetechnical
Eric Bernhard, P.E.
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 8 | J-U-B ENGINEERS, Inc.
ASSIGNED PERSONNEL
Qualifications - Jeff is a senior transportation project
manager for J-U-B and brings more than 24 years
of transportation engineering and construction
administration experience to the role of project
manager. Prior to moving to Fort Collins in 1999, Jeff
worked at the Arizona Department of Transportation
(ADOT) as an Assistant Resident Engineer and
managed construction of multi-million dollar urban
corridor projects. Jeff also managed the design of
a very large construction project to relocate 24th
Street around Sky Harbor Airport in Phoenix, AZ.
Jeff’s 14 years of experience in Northern Colorado
includes the management of several on-call contracts
for agencies including Larimer County, Boulder
County, CSU, and the Cities of Longmont and
Greeley. Jeff has also managed both the design and
construction engineering assistance of several multi-
discipline roadway corridor projects within Northern
Colorado. Earning the trust of the client, delivering
projects on time and within budget, and meeting
project goals through innovative solutions are goals
that Jeff strives to achieve.
Experience that will benefit the Fort Collins
Arthur Ditch Project:
Major Designs:
• Airport Road, Longmont CO – Project Manager
• Taft Avenue, Loveland CO – Project Manager
• County Line Road, Longmont CO – Project
Manager
• Collins Drive, Casper WY – Project Manager
• 8th & 9th Street, Greeley CO – Project Manager
General Experience:
• Management of Local Agency projects
• Management of both transportation and bridge
projects
• Superior liaison abilities
• Understanding and knowledge of local standards,
utilities, policies, and procedures
Don’s work experience spans 36 years. He has
worked with the City of Fort Collins on major and
minor capital improvement projects since 1988.
His stormwater projects integrate canal structures
and conduits up to 120" in diameter. Don’s project
involvement incorporates numerous facets:
analyses and modeling, drawing and specification
preparation, coordination and negotiations with
concerned parties, communities meetings, property
ownership research, investigation coordination,
trenchless installation assessments and design,
permit preparation, field observation, contract and
construction administration, alternative assessments,
survey, design of flow control facilities, metering
facilities, cost estimates, constructability reviews,
energy dissipation structures, and in-situ capacity
testing.
Experience that will benefit the Fort Collins
Arthur Ditch Project:
• Over 200 successful projects completed for the
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 9 | J-U-B ENGINEERS, Inc.
ASSIGNED PERSONNEL
Qualifications - Lindsey is a project engineer for
J-U-B and has over seven years of experience in,
roadway design, drainage, grading, and infrastructure
projects. She is highly skilled in the use of Autodesk
Roadway Design Software Civil 3D and is one of
the leaders within J-U-B in the use of Civil 3D
2013. Lindsey’s experience includes arterial and
local roadway reconstruction design projects that
have involved close interaction with local property
owners. Her close attention to detail in developing
the base mapping, surface models, corridor models,
and design features within Civil 3D allows our design
team to accurately identify potential conflicts prior to
construction.
Role: Project Engineer over surface design and plan
assembly. Lindsey will be the primary technical
designer for the project team and will assist in the
development of preliminary and final design plans,
estimates, and construction specifications.
Mr. Anderson is a lead structural engineer for J-U-B.
He has designed numerous multi-span concrete and
steel bridges for J-U-B. Mr. Anderson’s 24 years of
structural engineering experience includes lateral
load analysis and structural design on bridge, water/
wastewater treatment, hydroelectric projects, and
buildings. During the last several years, George
has focused on the structural design of highway
and railroad bridges, including steel plate girders,
pre-stressed concrete, and single- and multi-span
structures. He also performs structural design for
water/wastewater tanks and flow structures.
George has performed the structural design on
several projects that Jeff Temple has managed,
including:
• 3rd Avenue Bridge Deck Replacement, Longmont,
CO – Structural Engineer
• US-287 Pedestrian Underpass, Loveland CO
• Several on-call structural projects
Role: George will be responsible for The structural
design of the box culverts and retaining walls on this
project
Lindsey Jones, P.E.
Firm: J-U-B ENGINEERS, Inc.
Role: Project Engineer
Education:B.S. Civil Engineering,
University of Missouri-Rolla (2004)
Registration: Colorado P.E. 43817
Years with J-U-B: 5
George Anderson, P.E., S.E.
Firm: J-U-B ENGINEERS, Inc.
Role: Structural Engineer
Education: B.S., M.S. Civil
Engineering, Montana State
University (1974, 1977)
Registration: Colorado P.E. 43714
Years with J-U-B: 23
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 10 | J-U-B ENGINEERS, Inc.
ASSIGNED PERSONNEL
Qualifications - Brian has more than 19 years
of experience in urban and rural transportation
projects and municipal infrastructure engineering
planning, design, and construction. He has worked
on and managed several large civil engineering
projects specifically related to urban transportation
infrastructure improvements. He is passionate
about developing cost-effective design solutions that
accommodate vehicular traffic while also promoting
safe streets for pedestrians and bicyclists.
Role: Brian will be actively involved in quality
assurance of the project as requested by Jeff Temple.
Qualifications – Brian is a CAD specialist that has
been with JUB for six years. He is skilled in the
use of Autodesk Roadway Design Software Civil 3D
2013 and has experience in both civil and structural
drafting. Brian is in charge of CAD standards within
the office and is familiar with the CAD requirements
and various formats of the different clients that we
work with.
Role: Brian takes an active part in most of the
projects performed out of our office. His role will
be CAD support, assisting the design engineers to
develop a high-quality final product. Brian will work
closely with Lindsey Jones and Dan Tuttle during the
development of the designs, being responsible for
performing the drafting and plan sheet production.
Brian Smith, P.E.
Firm: J-U-B ENGINEERS, Inc.
Role: Project Manager
Education:B.S. Civil Engineering,
University of Idaho (1990)
Registration: Colorado P.E. 37497
Years with J-U-B: 18
Qualifications & Experience - Dan is a civil design/
project engineer that has been with JUB for four
years. He has experience in roadway design,
drainage, grading, infrastructure projects, quantity
take-offs, and cost estimating. Dan has also prepared
several traffic and construction phasing plans for
various projects. Dan is skilled in the use of Autodesk
Roadway Design Software Civil 3D 2013. Dan takes an
active part in most of the on-call projects performed
out of our office. His role varies based on the
complexity of the on-call project.
Role: Dan will work closely with Lindsey Jones
during the development of the designs; he will also
be responsible for monitoring the drafting and plan
sheet production. Dan will perform quantity take-
offs and estimating for this project which will be
checked by both the project manager and the QA/QC
manager.
Dan Tuttle
Firm: J-U-B ENGINEERS, Inc.
Role: Project-Design Engineer
Education:B.S. Civil Engineering,
Colorado State University (2009)
Years with J-U-B: 4
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 11 | J-U-B ENGINEERS, Inc.
ASSIGNED PERSONNEL
Joan is an experienced process designer and
facilitator of complex, multiparty decision making
and public input processes. She has helped
stakeholders and members of the public provide
meaningful and valuable input and, when necessary,
come to long term and sustaining agreements
addressing public policy and environmental issues
during even the most of contentious projects.
She has specific expertise in engaging diverse
stakeholders in local government, state and federal
agencies, community and partnership development
and environmental groups in a number of substantive
issues such as transportation, water and land use.
Her efforts have resulted in productive and tangible
improvements. She has an outstanding ability to
engage stakeholders strategically and thoughtfully
throughout decision making processes and provide
support to groups in developing specific, clear and
implementable plans that have broad support.
Role: If requested Joan can assist Jeff and the City of
Fort Collins with developing public relation stratagies
and provide valuable input if needed.
Ken’s 27 years of experience in municipal and civil
engineering projects includes 15 years of experience
managing sewer system projects for municipalities
throughout Colorado. This experience covers the full
spectrum of facilities. He serves clients in a wide-
ranging mode, understanding and providing services
for the full lifecycle of systems, from master planning
to rehabilitation and replacement.
Ken has spent his career specializing in infrastructure
rehabilitation projects, especially buried wastewater
collection systems. As the Director of Wastewater
Engineering for the City of Tulsa, OK, Ken was
tasked with responding to USEPA consent decrees
addressing uncontrolled SSO’s. In this role, he rolled
out an extensive capacity/maintenance management
program, including system-wide permanent flow
monitoring stations, hydraulic modeling, condition
assessment, and the capital rehabilitation program.
Role: Ken will work hand-in-hand with both Mr.
Temple and Don Silar as the project engineer for
Stantec
Joan Sabot
Firm: The Langdon Group
Role: Senior Public Involvement
Facilitator
Education: M.S., Negotiation and
Dispute Resolution, Werner Institute
at Creighton University
Certificate, Secondary Education,
Creighton University
B.S.B.A., History, Creighton University
Months with The Langdon Group: 3
Ken Matthews
Firm: Stantec
Role: Lead Project Engineer and Task
Leader
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 12 | J-U-B ENGINEERS, Inc.
ASSIGNED PERSONNEL
Ms. Lauver is a civil engineer focusing on water
resources projects, with a heavy emphasis on
hydrologic/hydraulic analysis and design. Lisa’s 12
years of project experience includes design and
construction observation of stormwater projects.
Lisa has worked on a wide range of hydrologic
and hydraulic projects, including master drainage
planning, floodplain studies, transportation drainage,
bridge hydraulics and scour analysis, embankment
dam improvements, irrigation canals and structures,
and river channel and bank stabilization.
Role: Lisa will perform the technical design of the
box culvert. She will also coordinate closely with the
utility companies.
Mr. Bernhardt is the Geotechnical Department
Manager at Terracon’s Fort Collins, Colorado,
office. He has more than 12 years of experience in
geotechnical engineering, construction materials
engineering, and project management. He supervises
the geotechnical operations of the office and
provides engineering consultation.
Mr. Bernhardt’s primary experience is in subsurface
exploration and geotechnical analysis for residential
and commercial developments, mid- to high-rise
buildings, utility and roadway construction and
improvements, diagnostic and forensic evaluation
of distressed structures and pavements, and various
other developments. He also has experience with
subgrade stabilization, helical pile foundations, micro
pile foundations, expansive and collapsible soils,
compaction grouting, and extensive field testing of
helical piles.
Mr. Bernhardt’s experience also includes the
management of geotechnical exploration activities
and laboratory soil testing, diagnostic and forensic
evaluation of distressed structures and pavements,
and moisture vapor emissions through concrete floor
slabs. Mr. Bernhardt worked with Jeff Temple during
the analysis and design of soil stabilization option of
the CR140 project for Boulder County.
Role: Eric will manage the geotechnical work. He
will be the professional engineer responsible for the
geotechnical report.
Lisa Lauver, PE, CFM
Firm:Stantec
Role: Stormwater Project Engineer
Education: BS, Civil Engineering, AZ
State
Registration: Certified Floodplain
Manager #US-04-01225 / PE CO
#38904
Years with Stantec: 11
Eric D. Bernhardt P.E.
Firm: Terracon Consulting
Role: Office Manager
Education: College of Engineering
and Applied Science, University of
Colorado at Denver
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 13 | J-U-B ENGINEERS, Inc.
SCOPE OF WORK
SCOPE OF WORK
The City of Fort Collins would like to replace three
separate sections of the Arthur Ditch concrete
box culvert (CBC) in the downtown area. The CBC
segments to be replaced are within the Oak Street
and Whitcomb Street intersection, the Olive Street
and Loomis Avenue intersection, and between
Canyon Avenue and Mulberry Street. All three of
these locations appear to have roadways and private
property (surrounding the streets), that are within
the City of Fort Collins and FEMA 100 year High and
Moderate Floodplains. This will make it important for
our design team to work very closely with the City’s
hydraulic modeler.
During the process of replacing the CBC’s it is also
the City’s desire to complete the following:
• Lower the top profile of the CBC so that the
driving surface does not hump up and over the
CBCs.
• Complete surface improvements of the roadways,
curb, gutter, sidewalks, and ADA ramps
• Replace drainage inlets as needed within the
roadways
• Do not create a rise within the 100-year
floodplains
The J-U-B team understands what it takes to make
this project successful through many years of
experience working on similar projects. The key
factors that J-U-B recognizes to be critical in order to
make this project successful are as follows:
• Quality Set of Plans
o J-U-B has developed many construction plans
for local municipalities that result in very
minimal change orders. We understand that
this makes the client successful, which in turn
makes J-U-B successful.
• Cost effective Design
o Producing a scope of work that is economically
realistic is something J-U-B strives for on all
projects. We will determine the desired budget
upfront and will work closely with the City in
order to remain within budget.
• Minimize Inconvenience to Public
o Developing plans that will allow ease of
access for all modes of transportation through
construction is a key factor with this project.
The impacts during construction will directly
affect local businesses, residences and the
traveling public. We will interact with local
property owners and the public to understand
their needs and concerns, so they can be
addressed during construction.
• Work closely & effectively with City
o Keeping an open line of communication
between the design team and the City will
be a top priority throughout both design and
construction.
Project Scope/Issues
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 14 | J-U-B ENGINEERS, Inc.
SCOPE OF WORK
surface flows in conjunction with the culvert flows
to try and achieve no rise. Both J-U-B and Stantec
will be available during this time to coordinate with
Mark to discuss possible changes to the design to
mitigate rise conditions if required. One factor here
may be the number, placement and type of drainage
inlets within the project areas. There are currently
situations where inlets are placed to intercept water
which is being dammed
by the current pavement
hump over the CBC. These
inlets could potentially be
removed depending on
other hydraulic factors.
Issue: There are several
different methods of
construction of the CBC. It
will be important to analyze
these options and through
the use of innovated
designs, develop an option
that will result in the most
benefit to the project as a
whole.
APPROACH: Basically the CBC can be prefabricated
sections that are fabricated off-site and trucked to
the project, or the CBC can be cast-in-place (CIP).
There are numerous pros and cons to each. Typically
pre-cast has a higher upfront cost, but results in
faster construction in the field.
Our team will analyze different
options, and will work with the City
to determine the correct option for
each project situation. You can see
from the graphical inserts that we
have developed a few initial options
that will be considered. There will
probably be other options that arise
during construction. Below are a
few thoughts:
Option one will allow CIP construction in the field
of the floor and wall sections. The lid section could
be pre-cast to fit the box design (this would be
performed in tight tolerance and would require shop
drawing reviews). The lids could just be placed in the
field and attached to the walls. This eliminates the
need for shoring (within tight confinements) that
would be needed for a CIP top slab.
Option two is also a hybrid of CIP and pre-cast. This
option would require the contractor to pour the
culvert floor in the field and then lay the precast
sections within the troughs made for the culvert
“legs”. This option will be more difficult within the
radius sections of the CBC.
EXISTING
OPTION 1 - CAST-IN-PLACE/PRECAST HYBRID
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 15 | J-U-B ENGINEERS, Inc.
SCOPE OF WORK
Option three would be completely pre-cast (even
within the radii) and delivered to the field. It
would then only be necessary to construct the
box transitions in the field. Stantec and the City of
Fort Collins used this method at the Sheldon Lake
improvements. Please see Stantec’s similar project.
Issue: Analyze the condition of the existing utilities
and perform upgrades or repairs if required prior to
installing the CBC.
APPROACH: Rehabilitation of deteriorating
infrastructure, specifically subsurface utility
systems, is Stantec’s area of special expertise.
Stantec will demonstrate their knowledge of system
rehabilitation and replacement alternatives during
this task. Don Silar probably has more experience
with replacing City of Fort Collins utilities than any
other consultant.
Design of the below ground structures (if required)
will be done in two phases; preliminary or the Field
Inspection Review (FIR) level, and final or the Final
Office Review (FOR) level.
Stantec will also contact “dry” utility providers
to request maps for their respective utility lines
and appurtenances. These maps will be used to
determine the type and size of lines in the areas
of the Arthur Ditch. These maps will supplement
the field locates requested by the City prior to this
proposal and presently marked on the surfaces
surrounding the project sites and our issue maps.
Issue: There will be a need to design and perform
surface improvements to the roadways and
intersections in order to create a more enjoyable
experience for all modes of travelers. Coordination
of these designs with the property
owners will be important.
APPROACH: The J-U-B Team will
begin with the topographical survey
files supplied by the City of Fort
Collins. We will then transform the
files into base mapping that will
be used as the basis of the three
projects. Civil 3-D will be utilized
to build a 3-dimensional surface.
This surface will be utilized to cut
cross sections and to represent
designs. We have shown some of the
anticipated surface improvements
on each of our issue maps.
Our team has also anticipated
the need to prepare up to six property restoration
exhibits. These exhibits have been used by J-U-B
on past projects to illustrate all improvements
to the property owners. On this project it will be
important to explain the construction process to
the current adjacent residents. Some residents will
be very close to the construction activities. Some of
the improvements to be shown on the restoration
exhibits include; replacement of walls, sidewalk,
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 16 | J-U-B ENGINEERS, Inc.
SCOPE OF WORK
Issue: Fulfill environmental requirements
APPROACH: Water Quality -J-U-B will analyze
different ways to improve and incorporate water
quality into the project. One possibility would be the
addition of hooded snouts within the drainage inlets
that are slated to be replaced. These snouts can
reduce floatable trash and debris, free oils, and other
solids from stormwater discharges. The use of water
quality manholes that remove sediment and debris
are also a possibility.
Erosion Control - If the project area ends up being
greater than one acre, the J-U-B team will prepare
a SWMP required for the contractor to acquire
a Colorado Department of Public Health and
Environment (CDHPE) permit. If a permit is not
required, we will still prepare erosion control plans
per City requirement. As stated in the RFP, our team
will also perform tasks required to insure adherence
to the City’s MS4 permit requirements.
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 17 | J-U-B ENGINEERS, Inc.
PROJECT SCOPE
New inlet to remain
Redesign/rebuild existing stone
wall - work with property owner
Reconstruct damaged sidewalk;
protect existing tree
Existing inlet lower than surrounding
pavement. Inlet may be able to be
removed once box is lowered.
Remove/replace
landscape and irrigation
Remove/reset fence
Protect or repair irrigation
Work with utility owner to
determine new crossing
0 20 40
SCALE IN FEET
N
CITY OF FORT COLLINS
ARTHUR DITCH REPLACEMENT
WHITCOMB & OAK
J-U-B ENGINEERS, INC.
Surface Notes & Proposed Improvements
1. Intersections, curb returns, and ramps are in good condition.
2. Northeast corner - replace sidewalk around tree.
3. Lower box culvert and replace curb, gutter, and sidewalk on
either end.
4. Potential mill & overlay of intersection.
Legend
Existing Arthur Ditch Culvert
Proposed Arthur Ditch Culvert
Construct Transition from Existing to
Proposed Box
Condition of existing utilities to be
analyzed for possible replacement prior to
installing new box culvert
Dry utility crossing, coordinate with owner
Existing Curb & Gutter
Proposed Curb & Gutter
Existing Cable Television
Existing Domestic Water Line
Existing Fiber Optic Line
Existing Gas Line
Existing Power Line
Existing Sanitary Sewer
Existing Electrical Manhole
Existing Fiber Optics Box
Existing Sanitary Sewer Manhole
Existing Storm Drain Manhole
Existing Storm Drain Inlet - may drop
directly into box; analyze future inlet
needs, install water quality feature as
needed
Existing Water Meter
Existing Water Valve
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 18 | J-U-B ENGINEERS, Inc.
PROJECT SCOPE
S LOOMIS AVE
Replace driveway apron
Large cottonwood tree
Water valve and meter
Match existing curb &
gutter and sidewalk
Match existing
curb & gutter
Install new curb &
gutter and sidewalk
Analyze possibility of moving
box to the west into the City's
R.O.W. to increase distance
from houses & trees
Install new curb &
gutter and sidewalk
Match existing curb &
gutter and sidewalk
Remove tree?
Save ramp if possible
Match existing
curb & gutter
Replace ramp
Match existing
curb & gutter
Match existing
curb & gutter
To improve drainage, replace
curb return and ramps
0 20 40
SCALE IN FEET
N
CITY OF FORT COLLINS
ARTHUR DITCH REPLACEMENT
OLIVE & LOOMIS
J-U-B ENGINEERS, INC.
Surface Notes & Proposed Improvements
1. New curb, gutter, and sidewalk on east side of Loomis Ave from
Olive St. north as shown.
2. New curb return and ramps on northeast corner.
3. New curb, gutter, and sidewalk on south side of Olive St. from
Loomis Ave. east as shown.
4. New curb return and at least one new ramp on southeast corner.
5. New curb return on southwest corner to improve drainage.
Legend
Existing Arthur Ditch Culvert
Proposed Arthur Ditch Culvert
Construct Transition from Existing to
Proposed Box
Condition of existing utilities to be
analyzed for possible replacement prior to
installing new box culvert
Dry utility crossing, coordinate with owner
Existing Curb & Gutter
Proposed Curb & Gutter
Existing Cable Television
Existing Domestic Water Line
Existing Fiber Optic Line
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 19 | J-U-B ENGINEERS, Inc.
PROJECT SCOPE
Protect trees
Match curb & gutter
Protect building
column & footing
Protect tree
Provide temporary connection
through median if desired
during construction to allow
full use of parking lot
Reconstruct medians
as needed
Reconstruct wall
Remove existing bump
in road - re-pave
Repair irrigation (typ.)
Match curb & gutter Replace driveway apron
and sidewalk
Match curb & gutter
and sidewalk
Reconstruct sidewalk
Reconstruct retaining wall
Reconstruct landscape bed
Access vault
0 20 40
SCALE IN FEET
N
CITY OF FORT COLLINS
ARTHUR DITCH REPLACEMENT
MULBERRY & CANYON
J-U-B ENGINEERS, INC.
Surface Notes & Proposed Improvements
1. Remove & replace curb, gutter, and
sidewalk on Canyon Ave. as shown.
2. Remove pavement on Canyon Ave.
back to normal depth curb. Re-pave
without vertical bump.
3. Remove parking lot pavement and
curbing as needed for box
replacement.
4. Replace walls at north and south
end.
5. Reestablish planting box and
retaining wall north of Canyon Ave.
Legend
Existing Arthur Ditch Culvert
Proposed Arthur Ditch Culvert
Construct Transition from Existing to
Proposed Box
Condition of existing utilities to be
analyzed for possible replacement prior to
installing new box culvert
Dry utility crossing, coordinate with owner
Existing Curb & Gutter
Proposed Curb & Gutter
Existing Cable Television
Existing Domestic Water Line
Existing Fiber Optic Line
Existing Gas Line
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 20 | J-U-B ENGINEERS, Inc.
MOTIVATION AND AVAILABILITY
MOTIVATION AND AVAILABILITY
MOTIVATION
J-U-B is a regional engineering firm with a local Fort
Collins office. As a company we are committed to the
communities where we choose to have our offices.
The J-U-B Fort Collins office has had the opportunity
to work with many municipalities within Northern
Colorado, and we have developed many relationships
since we opened our Fort Collins office in 2003. We
hope that this proposal and our proven commitment
to Fort Collins and Northern Colorado are an
indication of our motivation for working with the
City. We are very enthusiastic over the opportunity
to work with the City of Fort Collins. J-U-B and our
staff members have chosen this city to be our home
because of the numerous benefits that Fort Collins
offers its residents. It may sound cliché, but our staff
lives, works, shops, plays, and pays taxes within the
City of Fort Collins.
J-U-B understands that we are an “unproven” entity
at the City of Fort Collins and we respect that. On this
project we have partnered with Stantec, and more
importantly Don Silar. Don is a proven entity at the
City with over 200 successful projects performed
for the City, mainly within the City’s Utilities
Department. Jeff and Don are long-time colleagues
and friends. J-U-B is hopeful that this partnership
will help to reduce the uneasiness involved with
hiring a ‘new’ consultant such as J-U-B. The City can
be assured that neither Jeff nor Don will allow this
project to be anything but successful for the City
of Fort Collins. We would appreciate the ability to
demonstrate our company’s abilities to the City of
Fort Collins and would value the relationship. J-U-B is
a great firm to work with: we understand municipal
work, and we excel at it.
AVAILABILITY
The J-U-B Fort Collins office and the team members
proposed have sufficient capacity to complete this
project.
On this project, we will complete all designs out
of our Fort Collins office with the exception of
the structural design. The structural design will
be performed out of our Boise office by a senior
structural engineer who is registered in Colorado
and has completed several Colorado designs. If there
is ever a need for additional resources, J-U-B has
over 280 staff located within the Rocky Mountain
States. This additional staff and expertise is just an
e-mail or phone call away. All of our J-U-B offices
are interlinked with a single, wide-area computer
network. Each J-U-B office is equipped with bundled
T-1 lines and accelerators, making file sharing and
working between offices as efficient as possible.
Our network provides each J-U-B engineer and
manager with access to the file servers in all of the
other offices, making company-wide projects and
resources immediately available to you. With recent
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 21 | J-U-B ENGINEERS, Inc.
COST AND WORK HOURS
COST AND WORK HOURS
Cost Control
Establishing sound cost control begins during scoping
and project negotiation. It is important that both the
City of Fort Collins and J-U-B have confidence that
the initial budgeting is realistic. This will result in
quality project designs that will in turn control cost
overruns during construction.
J-U-B will strive to maximize cost control within both
the design and construction budget by:
DESIGN
1. Developing realistic design cost during contract
negotiations by using detailed work-hour analyses,
with the application of associated direct costs.
2. Deltek Vision® is used to monitor project budgets,
prepare invoice statements, and monitor costs
consumed versus progress on a monthly basis.
3. Keep an informed eye on configurations starting in
the early stages of design to identify cost effective
design solutions.
4. Submit monthly status reports to the City to show
the budget status, a summary of tasks completed
to date, and remaining available budget.
5. Maintain a critical issues list to document the issue,
status, needs, and how the issue was resolved. This
list is effective to identify scope creep and impacts
to critical path items.
6. Document decisions and action items from
meetings, and track action items to completion.
7. Develop a project design manual to maintain easy
access to project schedule, design information and
correspondence in an organized format.
CONSTRUCTION
1. Understanding the construction budget at the
beginning of the project will allow proper scoping
and the development of accurate costs.
2. Including a budget contingency to account for
project scope changes, construction inflation, and
change orders.
3. Creating clear, concise, and detailed construction
documents to minimize change orders.
4. Soliciting independent constructability reviews
from senior J-U-B staff and local reputable
contractors within Colorado.
5. Understanding the local cost structure within the
City of Fort Collins
6. Staying current on new materials, equipment, and
methods of construction.
7. Assisting you during construction as a continued
extension of your staff to mitigate potential
contractor claims.
By using the proven techniques outlined above,
J-U-B is able to identify important issues and bring
them to the attention of the City and discuss feasible
solutions.
The following spreadsheet represents our best
effort at preparing estimated hours and a draft
fee for this project. Both J-U-B and Stantec will
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 22 | J-U-B ENGINEERS, Inc.
COST AND WORK HOUR
Designer
Technician
Task
Number
Task Description
Total
J-U-B
Labor
Terracon
Geotech
CAD
Technician
Proj. Man.
QC
Task Total Total
Proj. Eng.
Designer
Total
Stantec
Labor
Structure
Engineer
J-U-B Hours STANTEC Hours
Proj. Man.
QC
Proj. Eng.
Arthur Ditch - Estimated Hours & Fees Prepared By: J-U-B Engineers
City of Fort Collins RFP 7525
Arthur Ditch
10-Jul-13
$155 $145 $105 $90 $65 $177 $144 $104 $113
1 Pre-Design Kickoff Meeting 4 4 4 4 4 $1,040 $1,700 $2,740
2 Periodic Progress Meetings (10 @3Hr EA) 30 12 30 $4,650 $6,444 $11,094
3 Monthly Progress Reports (6 Total) 12 $1,860 $0 $1,860
46 0 4 0 0 16 34 4 0 $7,550 $8,144 $0 Subtotal: $15,694
4 General Data Gathering 2 4 $730 $0 $730
5 Utility Record Research 2 12 $0 $1,536 $1,536
6 Utility Field Locates 2 4 $0 $704 $704
7 Potholes 2 4 24 $0 $3,426 $3,426
8 Coordinate with City Staff for Survey and results 4 8 $0 $1,408 $1,408
9 Geotechnical Investigation/Report (3 Bores per Site Location) 2 $310 $0 $5,300 $5,610
10 Process Field Data & Develop Base Map (All Three Sites) 12 16 $2,300 $0 $2,300
11 Verify Base Map with Field Visit 8 $840 $0 $840
4 0 24 0 16 2 12 48 0 $4,180 $7,074 $5,300 Subtotal: $16,554
Design
12 Preliminary Box Alignment Options 2 2 12 12 $520 $2,976 $3,496
13 Preliminary Conduit Sizing and Hydraulics Iterations 2 2 8 24 $520 $3,648 $4,168
14 Structural design 4 24 6 8 $4,730 $1,152 $5,882
Plan Sheets with Design
15 General Drawings - Cover, Notes, Legend, Typicals, Etc. 3 8 9 $1,770 $0 $1,770
16 Quantity Tabulation Sheets (Approx. 3 Sheets) 6 12 $1,710 $0 $1,710
17 Geometric Design and Horizontal Control (Approx 3 Sheets) 2 6 12 $1,720 $0 $1,720
18 Demolition Plan (Approx. 3 Sheets) 9 18 $1,980 $0 $1,980
19 Roadway Plan Sheets (Approx. 3 sheets) 4 24 24 $4,700 $0 $4,700
20 Culvert Plan and Profile (Approx. 3 Sheets) 4 16 36 $420 $6,048 $6,468
21 Roadway Grading and Drainage (Approx. 3 sheets) 8 12 12 $3,280 $0 $3,280
22 Structure General Layouts (Approx. 3 Sheet) 24 $3,480 $0 $3,480
23 Construction Phasing Plan (Approx. 3 Sheets) 6 12 $2,010 $0 $2,010
CITY OF FT. COLLINS |7525 ARTHUR DITCH BRIDGE REPLACEMENT DESIGN SERVICES | Page 23 | J-U-B ENGINEERS, Inc.
PROJECT SCHEDULE
ID Task Name Start Finish
1 Project Start-up + Management Wed 8/21/13 Mon 8/4/14
2 Pre-Design Kickoff Meeting Wed 8/21/13 Wed 8/21/13
3 Periodic Progress Meetings Mon 9/2/13 Mon 8/4/14
13 Data Gathering, Field Investigation & Preliminary Reporting Wed 8/21/13 Thu 10/31/13
14 Utility Record Research Mon 9/2/13 Thu 10/31/13
15 Potholes Mon 10/7/13 Thu 10/10/13
16 Geotechnical Investigation & Reporting (3 Bores per Site Location) Mon 8/26/13 Fri 9/13/13
17 Process Field Data & Develop Base Map (All Three Sites) Wed 8/21/13 Fri 8/30/13
18 Preliminary Design (FIR) & Plans Mon 8/26/13 Wed 12/11/13
19 Preliminary Box Alignment Options Mon 8/26/13 Fri 9/13/13
20 Preliminary Conduit Sizing and Hydraulics Iterations Mon 9/2/13 Tue 10/1/13
21 Structural design Tue 10/1/13 Fri 10/18/13
22 Develop & Prepare FIR Plan Sheets and Design Mon 9/2/13 Fri 11/15/13
23 Construction Phasing Plan (Approx. 3 Sheets) Mon 11/4/13 Fri 11/8/13
24 Opinion of Probable Const. Cost (OPCC) and Summary of Approx. Quantities Mon 11/4/13 Fri 11/15/13
25 Open House Fri 11/1/13 Fri 11/1/13
26 QA/QC Wed 11/13/13 Tue 11/19/13
27 Submittal of Preliminary Plan Set Wed 11/20/13 Wed 11/20/13
28 Meet with City/Others to Review Comments (FIR Meeting) Wed 12/11/13 Wed 12/11/13
29 Final Design (FOR) & Construction Documents Wed 11/20/13 Fri 8/1/14
30 Respond to all Preliminary Comments Wed 12/11/13 Wed 12/18/13
31 City of Fort Collins Floodplain Modeling Wed 11/20/13 Fri 5/16/14
32 Coordinate with City During Floodplain Modeling Wed 11/20/13 Fri 5/16/14
33 Final Box Geometrics Mon 5/26/14 Fri 5/30/14
34 Structural design Fri 5/30/14 Fri 6/27/14
35 Develop & Prepare FOR Plan Sheets and Design Fri 5/30/14 Fri 7/18/14
36 Erosion Control, MS4 (< 1 acre) (Approx. 3 Sheets & 2 Sheets of Notes) Mon 6/9/14 Wed 6/25/14
37 Construction Phasing Plan (Approx. 3 Sheets) Tue 7/1/14 Wed 7/9/14
38 Prepare Property Restoration Plans (6 Exhibits) Mon 6/16/14 Wed 7/9/14
39 Prepare Final Plans for submittal Mon 7/14/14 Fri 7/18/14
40 QA/QC Wed 7/9/14 Fri 7/18/14
41 Submittal of 95% Plan Set - Milestone Fri 7/18/14 Fri 7/18/14
42 Meet with City/Others to Review Comments (FOR Meeting) Fri 8/1/14 Fri 8/1/14
43 Bid Ready Documents Mon 8/4/14 Wed 8/20/14
44 Respond to all Final Comments Mon 8/4/14 Fri 8/15/14
45 Finalize Specifications and OPCC Mon 8/11/14 Fri 8/15/14
46 Submit Bid Ready Documents Wed 8/20/14 Wed 8/20/14
47 Bid and Construction Services Mon 8/25/14 Thu 4/30/15
48 Bidding Services Mon 8/25/14 Wed 9/10/14
49 Review Submittals Mon 9/15/14 Fri 11/28/14
50 Attend Weekly Construction Meeting Wed 10/1/14 Thu 4/30/15
51 Site Visits Wed 10/1/14 Thu 4/30/15
52 Final Walk Through Wed 10/1/14 Thu 4/30/15
53 As-Constructed Drawings Wed 10/1/14 Thu 4/30/15
Pre-Design Kickoff Meeting
Utility Record Research
Potholes
Geotechnical Investigation & Reporting (3 Bores per Site Location)
Process Field Data & Develop Base Map (All Three Sites)
Preliminary Box Alignment Options
Preliminary Conduit Sizing and Hydraulics Iterations
Structural design
Develop & Prepare FIR Plan Sheets and Design
Construction Phasing Plan (Approx. 3 Sheets)
Opinion of Probable Const. Cost (OPCC) and Summary of Approx. Quantities
Open House
QA/QC
J-U-B ENGINEERS, Inc.
3538 JFK Parkway, Suite #1, Fort Collins, CO 80525
970.377.3602 | www.jub.com
11/20 Submittal of Preliminary Plan Set
Meet with City/Others to Review Comments (FIR Meeting)
Respond to all Preliminary Comments
City of Fort Collins Floodplain Modeling
Coordinate with City During Floodplain Modeling
Final Box Geometrics
Structural design
Develop & Prepare FOR Plan Sheets and Design
Erosion Control, MS4 (< 1 acre) (Approx. 3 Sheets & 2 Sheets of Notes)
Construction Phasing Plan (Approx. 3 Sheets)
Prepare Property Restoration Plans (6 Exhibits)
Prepare Final Plans for submittal
QA/QC
7/18 Submittal of 95% Plan Set - Milestone
Meet with City/Others to Review Comments (FOR Meeting)
Respond to all Final Comments
Finalize Specifications and OPCC
8/20 Submit Bid Ready Documents
Bidding Services
Review Submittals
Attend Weekly Construction Meeting
Site Visits
Final Walk Through
As-Constructed Drawings
June July August September October November December January February March April May June July August September October November December January February March April
2013 2014
Task
Progress
Milestone
Summary
Rolled Up Task
Rolled Up Milestone
Rolled Up Progress
Split
External Tasks
Project Summary
Group By Summary
Arthur Ditch Bridge Replacement-Schedule
Page 1
Project: Schedule_working
Date: Wed 7/10/13
24 Traffic Control/Detour Plan (Approx. 3 Sheets) 3 6 $1,005 $0 $1,005
25 Prepare Preliminary Plans and Design Memo for submittal 4 12 16 $1,880 $2,304 $4,184
26 Opinion of Probable Const. Cost (OPCC) and Summary of Approx. Quantities 4 6 12 8 $2,750 $1,152 $3,902
27 Open House 4 4 4 4 8 $1,300 $1,408 $2,708
28 QA/QC 8 4 8 4 $1,820 $1,992 $3,812
Submittal of Preliminary Plan Set - Milestone
29 Meet with City/Others to Review Comments (FIR Meeting) 5 5 $775 $720 $1,495
30 Preliminary Design Management and Administration 12 12 $1,860 $2,124 $3,984
71 58 90 47 79 20 81 80 0 $38,230 $23,524 $0 Subtotal: $61,754
31 Respond to all Preliminary Comments 8 4 8 16 16 2 16 8 24 $5,140 $6,202 $11,342
32 Final Culvert Geometrics 4 16 $0 $2,240 $2,240
33 Modeling Coorespondance (Work with City between FIR and FOR) 4 4 4 16 $1,040 $2,240 $3,280
Plan Sheets Updates
34 General Drawings - Cover, Notes, Legend, Typicals, Etc. 2 4 4 $930 $0 $930
35 Quantity Tabulation Sheets (Approx. 6 Sheets) 6 4 4 16 8 $3,890 $0 $3,890
36 Geometric Design and Horizontal Control (Approx 3 Sheets) 6 6 $1,020 $0 $1,020
37 Demolition Plan (Approx. 3 Sheets) 6 6 $930 $0 $930
38 Roadway Plan Sheets (Approx. 3 sheets) 9 16 16 $4,115 $0 $4,115
39 Culvert Plan and Profile (Approx. 3 Sheets) 12 36 48 $0 $10,896 $10,896
40 Structure General Layouts (Approx. 3 Sheet) 2 6 6 $1,570 $0 $1,570
41 Structure Sections and Detailing (Approx. 9 Sheet) 4 36 24 $7,400 $0 $7,400
42 Drainage Inlet design with possible water Quality Inlets/Manholes 6 24 9 $4,260 $0 $4,260
43 Signing and Striping (Show on Plan Sheet & Detail) 2 4 $440 $0 $440
44 Roadway Grading and Drainage (Approx. 3 sheets) 6 12 12 $2,970 $0 $2,970
45 Erosion Control, MS4 (< 1 acre) (Approx. 3 Sheets & 2 Sheets of Notes) 2 18 12 $2,710 $0 $2,710
46 Construction Phasing Plan (Approx. 3 Sheets) 6 12 6 $2,400 $0 $2,400
47 Traffic Control/Detour Plan (Approx. 3 Sheets) 6 9 $1,125 $0 $1,125
48 Culvert Details (Approx. 4 Sheets) 8 24 60 $0 $10,428 $10,428
49 Surface Details (Approx. 6 Sheets) 4 16 16 $3,100 $0 $3,100
50 Cross Sections 9 $945 $0 $945
51 Prepare Property Restoration Plans (6 Exhibits) 6 36 12 $5,490 $0 $5,490
52 Prepare Specifications 18 12 16 4 $4,050 $2,720 $6,770
53 Opinion of Probable Const. Cost (OPCC) and Summary of Approx. Quantities 4 4 18 4 $2,820 $576 $3,396
54 QA/QC 12 6 4 8 16 8 4 8 $3,370 $5,304 $8,674
55 Prepare Final Plans for submittal 4 2 4 4 4 $1,950 $0 $1,950
Submittal of 95% Plan Set - Milestone
56 Meet with City/Others to Review Comments (FOR Meeting) 5 5 $775 $720 $1,495
57 Final Design Management and Administration 12 12 $1,860 $2,124 $3,984
120 56 141 131 169 30 77 108 140 $62,440 $41,326 $0 Subtotal: $103,766
58 Respond to all final Comments 2 4 8 8 12 2 6 4 8 $3,230 $2,538 $5,768
59 Finalize Specifications and OPCC 4 2 6 4 $910 $1,280 $2,190
60 Submit Bid Ready Documents 2 2 2 4 $960 $0 $960
8 6 10 10 16 2 12 8 8 $5,100 $3,818 Subtotal: $8,918
Design Expenses: $1,250 $6,710.88
249 120 269 188 280 70 216 248 148 $118,750 $90,597 $5,300 Total $206,686
61 Pre-Bid Conference 2 2 2 $310 $642 $952
62 Bidding Assistance 2 8 4 10 4 $1,410 $1,856 $3,266
4 0 8 0 4 2 12 4 0 $1,720 $2,498 $0 Subtotal: $4,218
63 Review Submittals 8 24 4 $3,760 $576 $4,336
64 Attend Weekly Construction Meeting (Assume 26 @ 2 Hr. Ea.) 26 26 $2,730 $3,744 $6,474
65 Site Visits (Assume 20 weeks @ 6 week) 24 60 18 24 60 $10,020 $12,882 $22,902
65 Final Walk Through 2 8 8 $1,150 $1,152 $2,302
66 As-Constructed Drawings 4 4 24 4 8 4 20 $2,600 $4,536 $7,136
67 Construction Management and Administration 12 12 $1,860 $2,124 $3,984
Construction Expenses: $750 $2,001 $2,751
50 0 122 0 24 34 70 64 20 $22,870 $27,015 Subtotal: $43,150
Total Design, Bidding & Construction Assistance Hours $254,054
Potential Added Services
68 Utility Upgrade/Replacement designs/Encasement Etc. 4 4 8 40 40 $620 $10,540 $11,160
69 $0 $0 $0
8 6 10 10 16 2 12 8 8 $620 $10,540 Subtotal: $11,160
Designer
Technician
Task
Number
Task Description
Final Design (FOR) & Construction Documents
Hour Subtotal:
Additional Services
Bid and Construction Services (Assume 6 Months)
Hour Subtotal:
Bidding Services
Hour Subtotal:
Total
J-U-B
Labor
Terracon
Geotech
CAD
Technician
Proj. Man.
QC
Task Total Total
Proj. Eng.
Designer
Total
Stantec
Labor
Structure
Engineer
Proj. Man.
QC
Proj. Eng.
Hour Subtotal:
Design Total Hours:
Hour Subtotal:
Hour Subtotal:
Bid Ready Documents
Preliminary Design (FIR) & Plans
Hour Subtotal:
Hour Subtotal:
Project Start-Up and Management
Data Gathering, Field Investigation & Preliminary Reporting
only charge hours that are actually spent on
the project. Hopefully, the hours within the
attached spreadsheet average out to what the
City was anticipating. However, we would value
the opportunity to sit down and discuss our
assumptions and to adjust our projected work effort
to match the needs of the City.
advances in network technology such as Net Meeting
software, we are able to simultaneously open a CAD
drawing in multiple locations, if necessary, and work
with specialists throughout J-U-B to efficiently and
effectively complete your projects.
Additionally, our teaming partner, Stantec, has
committed to us the resources needed to complete
the Arthur Ditch project.
Below is an availability chart for the personnel
assigned to this project.
3rd Qtr
2013
4th Qtr
2013
1st Qtr
2014
2nd Qtr
2014
3rd Qtr
2014
Total
J-U-B
Capacity 3,120 3,120 3,120 3,120 3,120 15,600
Committed 1,425 835 655 655 550 4,120
Available 1,695 2,285 2,465 2,465 2,570 11,480
Stantec
Capacity 1,560 1,560 1,560 1,560 1,560 7,800
Committed 1,170 78 780 780 780 3,588
Available 390 1,482 780 780 780 4,212
Assigned Staff Availbility
August 2013 - Sept. 2014
Firm
Existing Power Line
Existing Sanitary Sewer
Existing Electrical Manhole
Existing Fiber Optics Box
Existing Sanitary Sewer Manhole
Existing Storm Drain Manhole
Existing Storm Drain Inlet - may drop
directly into box; analyze future inlet
needs, install water quality feature as
needed
Existing Water Meter
Existing Water Valve
Existing Gas Line
Existing Power Line
Existing Sanitary Sewer
Existing Electrical Manhole
Existing Fiber Optics Box
Existing Sanitary Sewer Manhole
Existing Storm Drain Manhole
Existing Storm Drain Inlet - may drop
directly into box; analyze future inlet
needs, install water quality feature as
needed
Existing Water Meter
Existing Water Valve
ramps, driveways, landscaping, irrigation, and other
amenities. In some cases there are trees that may be
damaged during construction due to their close root
systems. Although these trees will try to be saved,
the property owners should know that there is a
chance that they could die.
J-U-B has included The Langdon Group (TLG) within
our organizational chart. TLG is a wholly owned
subsidiary of J-U-B. TLG is composed of public
relations and conflict resolution experts. If it is
determined that this level of expertise is required
during the design or construction, TLG can be called
upon at any time for assistance.
OPTION 2 - PRE-CAST BOX WITH CAST-IN-PLACE FLOOR
The project scope is best described by outlining the
critical issues that we believe this project contains
and outlining potential solutions. We will then
formulate a suggested scope to address the issues,
analyze alternatives and prepare a set of final design
plans. Please reference the following exhibits of each
project location when reviewing the following issues
and solutions.
Project Issues and Solutions
The issues described below are issues that our
project team has affectively addressed on projects
before. Of course these issues will be technically
unique to this project.
Issue: The City wants the proposed improvements to
create a no-rise condition within the floodplain.
APPROACH: The J-U-B/Stantec team will perform the
following tasks to attempt not to create a rise in the
floodplain:
Work closely with Mark Kempton during the
preliminary design to develop a CBC that will
minimize head losses. We will need to consider
horizontal geometrics as well as cross sectional areas
of the CBC. Transitions from the existing to new CBC
will be important. We anticipate that this will be an
iterative process.
Once the preliminary design is complete, it is
assumed that the City will analyze (model) the
Education: Education: BS Civil
Engineering, U of Missouri, 1985
Registration: Registration: PE CO
#34518
Years with Stantec: 15
Brian D. Goff
Firm: J-U-B ENGINEERS, Inc.
Role: CAD Technician
Education: B.S. Geological
Engineering, Colorado School of
Mines (2000)
Years with J-U-B: 6
City of Fort Collins
• Extensive utility and storm drain projects in Fort
Collins Downtown area
• Managed past Arthur Ditch crossings
• Designed similar box culverts projects with similar
issues for the City of Fort Colllins
Jeff Temple, P.E.
Firm: J-U-B ENGINEERS, Inc.
Role: Project Manager
Education:B.S., Civil Engineering –
Arizona State (1988)
Registration: Wyoming P.E. 8756,
Colorado P.E. 33939
Years with J-U-B: 6
Don Silar, P.E.
Firm: Stantec
Role: Project Manager, Stormwater
Task Leader
Education: Education: BS Civil
Engineering, CO State U, 1976
Registration: Registration: PE CO
#22306
Years with Stantec: 30
surrounding area. He is familiar with all of the
projects performed for Utilities dating back to
1988. He is also trained in Systematic Development
of Inform Consent (SDIC) Citizen Participation-by-
Objectives (CPO) for public relations, has been
trained by the City on your Emergency Response
procedures, and has taken the UP and BNSF
Contractor Orientation Courses for work around local
railroads.
• We have demonstrated long-term experience and
commitment to the City.
• We have a long-proven record of being responsive
to the City’s needs and expectations.
• Our in-house capabilities span all areas of general
civil, surveying, condition assessment, GIS,
hydraulics, hydrology, environmental, process,
structural, electrical, mechanical, transportation,
and architectural engineering.
• Our in-house files contain 25 years of “historical”
information on projects performed for the City
and our first-hand experience and knowledge of
Fort Collins’ infrastructure and staff extends over
36 years.
In all, we, the Stantec Team, have a strong
commitment and demonstrated dedication to the
City of Fort Collins and very much wish to continue
our service to the Fort Collins community!
Experience with J-U-B Engineers
J-U-B's and Stantec’s management personnel on
this project have extensive experience working
together. Both Jeff Temple and Lindsey Jones are
previous Stantec employees, and have worked on
many projects with Don Silar and Ken Matthews from
Stantec. Jeff and Don have also worked together as
Northern Colorado ASCE Committee members for
several years.
BOISE (HEADQUARTERS)
POCATELLO
TWIN FALLS
LOGAN
SALT LAKE
OREM
FORT COLLINS
KAYSVILLE
LAGRANDE
"I would be glad to recommend you to
other municipalities looking for exceptional
communication skills, a positive proactive
attitude, and outstanding
technical skills and experience."
Tom Street, P.E.
City of Longmont