HomeMy WebLinkAboutRFP - 8214 CM/GC FOR LINCOLN CORRIDOR PROPJECTRFP 8214 CM/GC Services for the Lincoln Corridor Project Page 1 of 20
REQUEST FOR PROPOSAL
8214 CM/GC SERVICES FOR THE LINCOLN CORRIDOR PROJECT
The City of Fort Collins is requesting proposals from qualified Construction Managers/General
Contractors (CM/GC) for construction expertise related to the construction of the Lincoln
Corridor Project including the Poudre River Bridge.
As part of the City’s commitment to Sustainable Purchasing, proposals submission via
email is preferred. Proposals shall be submitted in a single Microsoft Word or PDF file
under 20MB and e-mailed to: purchasing@fcgov.com. If electing to submit hard copy
proposals instead, five (5) copies, will be received at the City of Fort Collins' Purchasing
Division, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. Proposals must be
received before 3:00 p.m. (our clock), January 22, 2016 and referenced as Proposal No.
8214. If delivered, they are to be sent to 215 North Mason Street, 2nd Floor, Fort Collins,
Colorado 80524. If mailed, the address is P.O. Box 580, Fort Collins, 80522-0580. Please
note, additional time is required for bids mailed to the PO Box to be received at the
Purchasing Office.
The City encourages all Disadvantaged Business Enterprises (DBEs) to submit proposals in
response to all requests for proposals. No individual or business will be discriminated against
on the grounds of race, color, sex, or national origin. It is the City’s policy to create a level
playing field on which DBEs can compete fairly and to ensure nondiscrimination in the award
and administration of all contracts.
A MANDATORY prebid meeting will be held at 10:00 AM on January 7, 2016 in the
Community Room, located at 215 N Mason Street, Fort Collins.
Questions concerning the scope of the bid should be directed to Brad Buckman, Project
Manager, at (970) 416-4248 or bbuckman@fcgov.com.
Questions regarding bid submittal or process should be directed to Elliot Dale, Buyer at
(970) 221-6777 or edale@fcgov.com.
All questions must be submitted in writing via email to Brad Buckman, with a copy to
Elliot Dale, no later than 5:00 PM our clock on January 14, 2016. Questions received after
this deadline will not be answered.
A copy of the RFP may be obtained at www.rockymountainbidsystem.com.
The City of Fort Collins is subject to public information laws, which permit access to most
records and documents. Proprietary information in your response must be clearly identified and
will be protected to the extent legally permissible. Proposals may not be marked ‘Proprietary’ in
their entirety. All provisions of any contract resulting from this request for proposal will be
public information.
Financial Services
Purchasing Division
215 N. Mason St. 2nd Floor
PO Box 580
Fort Collins, CO 80522
970.221.6775
970.221.6707
fcgov.com/purchasing
RFP 8214 CM/GC Services for the Lincoln Corridor Project Page 2 of 20
New Vendors:
The City requires new vendors receiving awards from the City to fill out and submit an IRS form
W-9 and to register for Direct Deposit (Electronic) payment. If needed, the W-9 form and the
Vendor Direct Deposit Authorization Form can be found on the City’s Purchasing website at
www.fcgov.com/purchasing under Vendor Reference Documents.
Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have
a financial interest in the sale to the City of any real or personal property, equipment, material,
supplies or services where such officer or employee exercises directly or indirectly any decision-
making authority concerning such sale or any supervisory authority over the services to be
rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift,
gratuity favor, entertainment, kickback or any items of monetary value from any person who has
or is seeking to do business with the City of Fort Collins is prohibited.
Collusive or sham proposals: Any proposal deemed to be collusive or a sham proposal will be
rejected and reported to authorities as such. Your authorized signature of this proposal assures
that such proposal is genuine and is not a collusive or sham proposal.
The City of Fort Collins reserves the right to reject any and all proposals and to waive any
irregularities or informalities.
Utilization of Award by Other Agencies: The City of Fort Collins reserves the right to allow other
state and local governmental agencies, political subdivisions, and/or school districts to utilize the
resulting award under all terms and conditions specified and upon agreement by all parties.
Usage by any other entity shall not have a negative impact on the City of Fort Collins in the
current term or in any future terms.
Sustainability: Consulting firms/teams participating in the proposal are to provide an overview of
the organization’s philosophy and approach to Sustainability. In no more than two (2) pages
please describe how your organization strives to be sustainable in the use of materials,
equipment, vehicles, fuel, recycling, office practices, etc. The City of Fort Collins incorporates
the Triple Bottom Line into our decision process by including economic (or financial),
environmental, and social factors in our evaluation.
The selected Service Provider shall be expected to sign the City’s standard Agreement without
revision prior to commencing Services (see sample attached to this Proposal).
Sincerely,
Gerry S. Paul
Purchasing Director
RFP 8214 CM/GC Services for the Lincoln Corridor Project Page 3 of 20
8214 CM/GC SERVICES FOR THE LINCOLN CORRIDOR PROJECT
I. PROJECT SCOPE OF WORK AND REQUIREMENTS
A. General Information
The City of Fort Collins (City) is seeking qualification statements from qualified
Construction Managers/General Contractors (CM/GC) to provide construction services
related to the construction of the Lincoln Corridor Project in Fort Collins, Colorado,
including construction of the Poudre River Bridge.
The Lincoln Corridor Project is based on the concepts presented in the Lincoln Corridor
Plan (May 2014 http://www.fcgov.com/planning/lincoln.php).
The Lincoln Corridor Plan developed a vision and a preliminary multi-modal design for
Lincoln Avenue between Jefferson Street and Lemay Avenue. The corridor is growing
and already reflects an eclectic mix of existing uses, historic neighborhoods, retail,
industrial, and natural areas - as well as a developing technology campus. In addition,
this portion of Lincoln Avenue lacks basic infrastructure in many places and needs to be
brought up to current City standards. The Plan seeks to provide an enhanced level of
amenities that restores its importance as a primary entry to the heart of the City, as well
as providing an important connection from Downtown to the east and northeast.
The total estimated cost of the Lincoln Corridor Project is $19.3 million. Due to funding
limitations, the first two segments from Lemay Avenue to the Lincoln Bridge are currently
funded. The scope of the proposed improvements is based on the concepts approved in
the Lincoln Corridor Plan with a reduced level of enhancement consistent with the
“reduced plan” budget for the first two segments and accommodations to existing uses.
These segments are 100% locally funded and includes right of way acquisition,
professional services and construction.
The Corridor is divided into the following 3 funding segments:
1st Street to Lemay Avenue - $6.5 Million Reduced Plan (Full Plan $8.0 Million)
Poudre River Bridge - $5.3 Million Reduced Plan (Full Plan $5.7 Million)
UPRR to Poudre River Bridge - $3.6 Million Reduced Plan (Full Plan $5.6
Million)
B. Project Background
The City entered into a contract with Interwest Consulting Group in September 2015 to
provide the final engineering design for the Lincoln Corridor. The general timelines for
design milestones are as follows:
30% Design Submittal December 2015
65% Design Submittal March 2016
90% Design Submittal May 2016
Construction NTP June/July 2016
Construction Complete 2017 (exact timeframe TBD)
RFP 8214 CM/GC Services for the Lincoln Corridor Project Page 4 of 20
DITESCO will be the owner’s representative and designated construction manager (CM)
for the Lincoln Corridor Project and shall be responsible for the professional quality,
technical accuracy, timely completion and the coordination of all services rendered by
the CM/GC contractor, including but not limited to the full construction services related to
the completion of the Lincoln Corridor project. DITESCO staff will participate in the RFP
evaluation process. Material testing will be performed by CTL Thompson under
separate contract.
C. CM/GC Requirements
The City expects the CM/GC Contractor to provide full construction services related to
the completion of the Lincoln Corridor Project. These services are to include, but not be
limited to the following:
Provide a designated representative to participate in the engineering design
effort, which will begin between the 30% and 65% design submittals. At this
time the CM/GC contract is expected to be awarded.
Provide construction services according to the Agreement and contract
documents including self-performance of at least 20% of the physical work
(including overhead, profit and materials).
Provide qualified full time site supervision and management of trade
subcontractors to meet or exceed the defined project schedule.
Provide open procurement of subcontractors and suppliers that are not assigned
by the City. Include City and/or CM team members in procurement process. A
minimum of 3 quotes is required for the subcontractor procurement process.
Provide storm water management and BMP maintenance for the site complying
with State and City regulations.
Provide construction delivery scheduling, meeting attendance and reporting
according to contract document and federal or state requirements. This includes
monthly reporting on DBE participation if applicable, progress reporting and
subcontractor work participation.
Provide site security and protection during construction. Provide all site safety
management and compliance with OSHA standards and criteria. Implement a
site safety program that is reported on regularly.
Provide for quality control program that meets or exceeds minimum job/contract
document and industry standards. Coordinate all quality control testing and
inspections through the CM.
Provide subcontractor and/or DBE participation to meet set goals if applicable.
Report in your proposal to the City how the remaining work will support this goal.
Meet all licensing requirements as set forth by the City of Fort Collins for both
GC and subcontracted work. Provide work that complies with the Larimer
County Urban Area Street Standards (LCUASS).
Provide services to manage participation in project close out process and needs
during the project warranty period.
D. Owner Expectations and Delivery Schedule
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Partnering
The City and CM expect a partnering relationship with the selected CM/GC. A formal
Partnering Session will be held with the selected contractor, City of Fort Collins team
members, contract Architects and Engineers (Interwest Consulting Group), and contract
Construction Managers (DITESCO) as soon as the selection process is completed. The
City expects an environment where trust and teamwork prevent disputes, foster a
cooperative bond to everyone’s benefit, and facilitate the completion of a successful
project. Traditional adversarial relationships between the project participants are not an
acceptable way of doing business on this project.
Key Staff
The City expects the CM/GC to commit key staff members to manage the project
through attendance of weekly project meetings; preparation of RFIs; management of
subcontractors; management of schedule; management of quality and management of
cost. Key staff members for this project are expected to include a project manager,
superintendent and possibly a field engineer.
Communication
The City and CM expect open and honest communication related to project activities
including subcontractor performance, cost control, schedule control, budget and quality
issues as they may arise. The City expects communication to occur directly through the
established chain of command which may involve working directly, receiving direction
and coordinating with City assigned personnel or consultant/CM team staff.
Contract Management
The City expects the CM/GC to participate in contract management such that pay
applications, work change directives, change orders, RFIs and other documents are
managed timely and effectively to avoid delays in project delivery. The City expects the
CM/GC to work with its representatives to gain approval and processing of these
documents in a coordinated fashion.
Performance Standard
The City expects CM/GC performance to a standard that exceeds industry accepted
parameters. The City expects a world class contractor and project. The City expects to
pay fairly for all work performed and expects the CM/GC to be profitable.
II. SUBMITTAL REQUIREMENTS
CM/GC firms that have the requisite experience and qualifications are encouraged to submit
proposals.
General Company Information
Name of firm, contact person for this proposal, title, phone number, fax number, street and
mailing addresses, and previous names of firm in last 10 years; date firm was established.
Describe how the firm is organized. Provide general contracting licenses held by firm.
Profile Projects
Provide a brief project description and history of projects, similar in scope to this project,
completed in the last 5 years. Include the following information:
1. Project description that includes the project name, firms that comprised the design
team, and site location.
RFP 8214 CM/GC Services for the Lincoln Corridor Project Page 6 of 20
2. Project history that includes the original schedule agreed upon at the time of signing
the contract, the actual duration of construction, and any special characteristics of
the project that affected delivery.
3. Type of project delivery model used.
4. Original contract cost.
5. Cost at completion and number of change orders.
6. Contractor, subcontractor or owner initiated claims and their resolution.
7. Original contract time and actual completion time.
Provide a brief discussion of any unusual factors that affected the project delivery (e.g.
owner initiated delays, additions to the work, etc.). Provide both an owner reference and
consulting engineer/architect reference for cited projects.
Company Resources
Indicate the total number of personnel employed by the company and how many resources
are in each category (e.g. Administration, Clerical, Estimating, Project Management, Project
Coordinator, Project Engineer, Superintendent, Foreman, Carpenter, Laborer, etc.) Provide
an organizational chart for the resources proposed to be used on this project. Indicate the
office location this project will be managed through. Provide a full list of equipment on hand
owned and managed by the firm.
The City values a company’s investment in supporting the industry with apprenticeships,
volunteer, or intern opportunities, the use of locally sourced materials and labor, and the
ability to recycle materials from generated construction materials. Describe your previous
experience emphasizing local labor and materials and utilizing pollution prevention
techniques.
Key Project Staffing
Names and resumes of proposed key project staff, including proposed project manager and
construction project superintendent. Include references from owners and consulting
engineers for the last 3 projects for each assigned person. Detail the availability of proposed
staff. (Note: key personnel must be committed to this project for its duration, unless excused
by the Owner. This requirement is non-negotiable.)
Project Budget and Cost Control
1. Describe your approach to developing a cost to complete this project.
2. Describe your approach to developing value engineering ideas through construction
delivery to enhance the work product while potentially saving cost.
3. Describe how the delivery schedule outlined in Part I.D above affects your approach
to pricing.
4. Describe your approach to be transparent or open book when developing a cost for
this project in cooperation with the project team.
Construction Sequencing and Scheduling
Describe the scheduling software your firm typically uses for sequencing tasks and
scheduling subcontractors, materials and equipment. The City will require that an industry
recognized software is used to develop and manage the project schedule; fully base-lined,
critical path shown and float managed. Describe the way in which your firm develops and
maintains project schedules for projects of this size and nature. Describe your process and
frequency for updating project schedules and how your firm works to overcome challenges
RFP 8214 CM/GC Services for the Lincoln Corridor Project Page 7 of 20
and works to maintain the original completion date. Submit an example of a project schedule
for a similar size project.
Method of Construction
Submit a written narrative explaining your approach to completion of this project. There are
several businesses and homeowners along the Corridor, therefore ensuring access at all
times will be important, as well as being efficient and cost effective during construction.
Quality Assurance/Quality Control
Provide details on your firm’s quality control program. Explain how your team administers a
quality control program during construction, how performance measures are documented
and how quality issues are addressed. Provide examples of when your firm exceeded
quality standards, gained industry recognition or received quality awards.
Partnering Experience
Describe at least 5 projects completed by your firm where partnering was formally
implemented. Provide a listing of key staff who participated in these projects and their roles.
Describe in detail what Partnering means to your firm and how it is integral to your business
operations.
Safety Record
Provide the firm’s OSHA reportable accident rate and current workman’s compensation
insurance multiplier for the last 3 years. Provide the OSHA reportable accident rate on
projects managed by the proposed superintendent or project manager over the three year
period. Provide a list of all projects in the last 5 years that have received an OSHA citation
either to the GC or subcontractor on the jobsite and provide a narrative of the citations.
Trade Subcontractors
Provide a listing of trade subcontractors your firm has relationships with and are known to
perform to critical schedules and timeframes. Explain your relationship with these firms,
how long they have worked with you on projects, and how your subcontractor procurement
process works. Give examples of situations where these firms have performed to tight
timeframes and accelerated schedules.
Financial Statement
Provide a recent financial statement (audited if possible) including balance sheet and
income statement showing:
1. Current assets
2. Other assets
3. Current liabilities
4. Other liabilities
5. Fixed assets and equipment
6. Banking Reference (Provide name, address and phone number)
Bonding Company Reference
Provide the name, address and phone number of the firm’s bonding agent. Provide a letter
from the bonding agent indicating the firm’s bonding capacity is adequate to undertake this
work.
Insurance Company
Provide the name, address and phone number of the firm’s insurance agent(s). Provide
certificate of insurance outlining coverage and policy limits. Provide statements to answer
RFP 8214 CM/GC Services for the Lincoln Corridor Project Page 8 of 20
the following questions. (See also Insurance Requirements in Item V. Sample Agreement).
1. Does coverage meet minimum project requirements?
2. Does coverage include builder’s risk?
3. Can this coverage be extended for work on this project?
4. Can coverage be increased?
5. Can the City be listed as an additional insured?
6. Are there any current claims that will affect coverage limits available for this project?
Services and Construction Agreements
The CM/GC will be required to sign a Services Agreement (SA) for the pre-construction
Work, similar to Exhibit A attached herein. The pre-construction services shall include (at
minimum) review of designs for constructability, review of site layout and grading, estimating
cost of different options, alternatives and components, providing opinions and
recommendations on suitable methods and approaches to accomplish the work, offer value
engineering suggestions to accomplish the desired objectives in the most cost effective
manner possible, and provide the team with up to date on-going cost status of the current
project design.
The CM/GC will be required to sign a Construction Agreement for the construction Work. A
template of the City’s Construction Agreement is available upon written request. The
construction services shall include (at minimum) full time site supervision when trades are
working, stormwater management and permitting of the project site, site protection and
security during construction, procurement of all subcontractors and suppliers to complete
construction, project sequencing and scheduling of manpower, materials and equipment,
project safety enforcement, management of quality control, management of testing,
management of surveying, and management of project close-out. The Work Order for
construction services will be awarded at approximately 90% design completion based on the
Contractor’s satisfactory performance under the pre-construction services Work Order.
Any exceptions to the agreements must be stated with your submission of qualifications for
this project. The City makes no guarantees it will change the agreements but may consider
the exceptions.
CM/GC Fees
Provide a list of construction cost factors that are used to develop the cost of work. Provide
the following.
Work Order I (Pre-Construction) Services:
1. Cost estimate for pre-construction services (meetings, cost estimating, value
engineering and related tasks), to include personnel hourly rates and estimated time
per task.
Work Order II (Construction) Services:
2. Overhead markup, expressed as a percentage.
3. Profit markup, expressed as a percentage.
4. Subcontractor markup, expressed as a percentage.
5. Permanent materials markup, expressed as a percentage.
RFP 8214 CM/GC Services for the Lincoln Corridor Project Page 9 of 20
6. Equipment markup, expressed as a percentage.
7. Labor markup (provide unburdened labor rates and markups), expressed as a
percentage.
8. Change order markup for labor, materials, and subcontractors, expressed as a
percentage.
Describe in detail how your firm uses the markups and cost of work to develop the final
project cost. The City anticipates working with the CM/GC to develop this cost for all known
quantities of the project. For unknown circumstances, the City anticipates negotiating
allowances to complete the work. The final cost plus allowances will encompass a final
Guaranteed Maximum Price (GMP) for the project, and it is the City’s intent to have the final
cost separated from the fee structure when developing the GMP.
III. SELECTION PROCESS AND SCHEDULE
Qualified CM/GC’s interested in the work described in this Request for Proposal should
submit items contained in Part II of this request.
The proposer’s authorized signature on the Proposal assures the team’s compliance with
City of Fort Collins’ purchasing restrictions. A copy of the restrictions is available for review
in the Purchasing Department or the City Clerk’s Office. The City reserves the right to reject
any and all proposals and to waive any informalities and irregularities therein.
RFP 8214 CM/GC Services for the Lincoln Corridor Project Page 10 of 20
CM/GC Procurement Schedule
EVENT DATE
Issued for Advertisement Week of December 14, 2015
Mandatory Pre-Proposal Meeting January 7, 2016 @ 10:00 AM
Final Questions January 14, 2016 by 5:00 PM
Proposals Due January 22, 2016 by 3:00 PM
Conduct Interviews Week of January 25, 2016
The City reserves the right to select the top ranked firm directly from proposal documents
without a formal interview process.
In the event it becomes necessary to revise any part of the RFP a written addendum will be
issued. Each Proposal shall state it is valid for a period of not less than ninety (90) days
from date of proposal submittal.
Taxation
The City is exempt from all state taxation including state sales and use taxes.
IV. EVALUATION CRITERIA
Contractor Qualification Review and Assessment
CM/GC firms will be evaluated on the following qualification criteria. These criteria will be
the basis for review of the written proposals, as well as for the oral interviews (if necessary)
of the top ranked firms.
The rating scale shall be from 1 to 5, with 1 being a poor rating, 3 being an average rating,
and a 5 being an outstanding rating. Weighting factors for the criteria are listed adjacent to
the qualification.
Weighting
Factor Qualification Standard
2.0 Scope of Proposal
Does the proposal show an understanding of the
project objective, methodology to be used in the
completion of construction and the results that are
desired from the project?
2.0 Assigned Project
Team
Does the proposed team have the necessary skills
and experience to fulfill the requirements of the
project, including CM/GC delivery? Is the key staff
available to do the work?
1.0 Safety Record
“OSHA Illness/Injury Rate”, “OSHA Lost Work Day
Incidence Rate” and Workers Compensation
Experience Modification Rate Insurance Multiplier.
3.0 Firm Experience
Has the firm worked on projects similar in scope to this
project? Has partnering been used on other projects?
Does the firm have the experience necessary for this
project? Does this contractor have previous CM/GC or
alternate delivery experience?
RFP 8214 CM/GC Services for the Lincoln Corridor Project Page 11 of 20
2.0 Cost
Are the cost factors presented in the proposal
reflective of industry standards? Do they offer a
reasonable way to approach development of the
GMP?
2.0 Firm Capability
Does the firm have experience, equipment, manpower
and finances to complete the work? Has the firm
shown an interest in the work and a commitment to the
successful completion of the project?
2.0 Construction
Performance
Do the referenced projects reflect favorably in respect
to completion within the contract schedule, cost and
number of change orders and claims?
2.0 Method of
Construction
Does the written project approach reflect a good
balance between construction efficiency and access to
businesses during construction? Does the method of
construction and project approach reflect innovation
and potential for significant cost savings measures?
Reference evaluation process (top rated firm)
After the interviews (if necessary) have been conducted, the evaluation committee will select
the top rated firm and the Project Manager will check references for overall performance,
timetable, completeness, budget and job knowledge of selected project/references. A
satisfactory/unsatisfactory rating shall be given to each reference contacted. If references
check out for the top firm, then the City of Fort Collins will work to negotiate a contract for
CM/GC services with the top firm. If the top firm references do not check out, then the
selection committee will look to the second ranked firm and check their references.
QUALIFICATION STANDARD
Overall
Performance
Would you hire this Contractor again?
Timetable Was the original Scope of Work completed within the specified
time? Were interim deadlines met in a timely manner?
Completeness Was the Contractor responsive to client needs; did they anticipate
problems? Were problems solved quickly and effectively?
Budget Was the original Scope of Work completed within the project
budget?
Job Knowledge Did Contractor personnel exhibit the knowledge and skills necessary
for the efficient completion of the scope or work?
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V. SAMPLE AGREEMENT
PROFESSIONAL SERVICES AGREEMENT
WORK ORDER TYPE
THIS AGREEMENT made and entered into the day and year set forth below by and
between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter
referred to as the "City" and , hereinafter referred to as "Professional".
WITNESSETH:
In consideration of the mutual covenants and obligations herein expressed, it is agreed
by and between the parties hereto as follows:
1. Scope of Services. The Professional agrees to provide services in accordance with any
project Work Orders for , issued by the City. A blank sample of a work order is
attached hereto as Exhibit "A", consisting of ( ) pages and is incorporated
herein by this reference. A general scope of services is attached hereto as Exhibit “B",
consisting of ( ) pages and is incorporated herein by this reference. The City
reserves the right to independently bid any project rather than issuing a Work Order to the
Professional for the same pursuant to this Agreement. Irrespective of references in Exhibit
A to certain named third parties, Professional shall be solely responsible for performance
of all duties hereunder.
2. The Work Schedule. The services to be performed pursuant to this Agreement shall be
performed in accordance with the Work Schedule stated on each Work Order.
3. Time of Commencement and Completion of Services. The services to be performed
pursuant to this Agreement shall be initiated as specified on each Work Order. Time is of
the essence. Any extensions of any time limit must be agreed upon in writing by the
parties hereto.
4. Contract Period. This Agreement shall commence , 20 , and shall continue in
full force and effect until , 20 , unless sooner terminated as herein provided. In
addition, at the option of the City, the Agreement may be extended for additional one year
periods not to exceed ( ) additional one year periods. Renewals and pricing
changes shall be negotiated by and agreed to by both parties. Written notice of renewal
shall be provided to the Professional and mailed no later than thirty (30) days prior to
contract end.
5. Early Termination by City/Notice. Notwithstanding the time periods contained herein, the
City may terminate this Agreement at any time without cause by providing written notice of
termination to the Professional. Such notice shall be delivered at least fifteen (15) days
prior to the termination date contained in said notice unless otherwise agreed in writing by
the parties. All notices provided under this agreement shall be effective when mailed,
postage prepaid and sent to the following address:
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Professional: City: Copy to:
Attn:
City of Fort Collins
Attn:
PO Box 580
Fort Collins, CO 80522
City of Fort Collins
Attn: Purchasing Dept.
PO Box 580
Fort Collins, CO 80522
In the event of any such early termination by the City, the Professional shall be paid for
services rendered prior to the date of termination subject only to the satisfactory
performance of the Professional's obligations under this Agreement. Such payment shall
be the Professional's sole right and remedy for such termination.
6. Design, Project Insurance and Insurance Responsibility. The Professional shall be
responsible for the professional quality, technical accuracy, timely completion and the
coordination of all services rendered by the Professional, including but not limited to
designs, plans, reports, specifications, and drawings and shall, without additional
compensation, promptly remedy and correct any errors, omissions, or other deficiencies.
The Professional shall indemnify, save and hold harmless the City its officers and
employees, in accordance with Colorado law, from all damages whatsoever claimed by
third parties against the City and for the City's costs and reasonable attorney’s fees arising
directly or indirectly out of the Professional's negligent performance of any of the services
furnished under this Agreement. The Professional shall maintain insurance in accordance
with Exhibit , consisting of one (1) page, attached hereto and incorporated herein.
7. Compensation. In consideration of services to be performed pursuant to this Agreement,
the City agrees to pay Professional on a time and reimbursable direct cost basis
designated in Exhibit "B", consisting of ( ) page(s), attached hereto and
incorporated herein by this reference. At the election of the City, each Work Order may
contain a maximum fee, which shall be negotiated by the parties hereto for each such
Work Order. Monthly partial payments based upon the Professional's billings and itemized
statements are permissible. The amounts of all such partial payments shall be based
upon the Professional's City-verified progress in completing the services to be performed
pursuant to the Work Order and upon approval of the Professional's direct reimbursable
expenses. Final payment shall be made following acceptance of the work by the City.
Upon final payment, all designs, plans, reports, specifications, drawings, and other
services rendered by the Professional shall become the sole property of the City.
8. City Representative. The City will designate, prior to commencement of work, its project
representative who shall make, within the scope of his or her authority, all necessary and
proper decisions with reference to the project. All requests for contract interpretations,
change orders, and other clarification or instruction shall be directed to the City
Representative.
9. Project Drawings. Upon conclusion of the project and before final payment, the
Professional shall provide the City with reproducible drawings of the project containing
accurate information on the project as constructed. Drawings shall be of archival,
RFP 8214 CM/GC Services for the Lincoln Corridor Project Page 14 of 20
prepared on stable mylar base material using a non-fading process to provide for long
storage and high quality reproduction. "CD" disc of the as-built drawings shall also be
submitted to the owner in and AutoCAD version no older then the established city
standard.
10. Monthly Report. Commencing thirty (30) days after Notice to Proceed is given on any
Work Order and every thirty days thereafter, Professional is required to provide the City
Representative with a written report of the status of the work with respect to the Work
Order, Work Schedule and other material information. Failure to provide any required
monthly report may, at the option of the City, suspend the processing of any partial
payment request.
11. Independent Contractor. The services to be performed by Professional are those of an
independent contractor and not of an employee of the City of Fort Collins. The City shall
not be responsible for withholding any portion of Professional's compensation hereunder
for the payment of FICA, Workers' Compensation, other taxes or benefits or for any other
purpose.
12. Subcontractors. Professional may not subcontract any of the Work set forth in the Exhibit
A, Statement of Work without the prior written consent of the city, which shall not be
unreasonably withheld. If any of the Work is subcontracted hereunder (with the consent
of the City), then the following provisions shall apply: (a) the subcontractor must be a
reputable, qualified firm with an established record of successful performance in its
respective trade performing identical or substantially similar work, (b) the subcontractor will
be required to comply with all applicable terms of this Agreement, (c) the subcontract will
not create any contractual relationship between any such subcontractor and the City, nor
will it obligate the City to pay or see to the payment of any subcontractor, and (d) the work
of the subcontractor will be subject to inspection by the City to the same extent as the
work of the Professional.
13. Personal Services. It is understood that the City enters into this Agreement based on the
special abilities of the Professional and that this Agreement shall be considered as an
agreement for personal services. Accordingly, the Professional shall neither assign any
responsibilities nor delegate any duties arising under this Agreement without the prior
written consent of the City.
14. Acceptance Not Waiver. The City's approval of drawings, designs, plans, specifications,
reports, and incidental work or materials furnished hereunder shall not in any way relieve
the Professional of responsibility for the quality or technical accuracy of the work. The
City's approval or acceptance of, or payment for, any of the services shall not be
construed to operate as a waiver of any rights or benefits provided to the City under this
Agreement.
15. Default. Each and every term and condition hereof shall be deemed to be a material
element of this Agreement. In the event either party should fail or refuse to perform
RFP 8214 CM/GC Services for the Lincoln Corridor Project Page 15 of 20
according to the terms of this Agreement, such party may be declared in default.
16. Remedies. In the event a party has been declared in default, such defaulting party shall
be allowed a period of ten (10) days within which to cure said default. In the event the
default remains uncorrected, the party declaring default may elect to (a) terminate the
Agreement and seek damages; (b) treat the Agreement as continuing and require specific
performance; or (c) avail himself of any other remedy at law or equity. If the non-
defaulting party commences legal or equitable actions against the defaulting party, the
defaulting party shall be liable to the non-defaulting party for the non-defaulting party's
reasonable attorney fees and costs incurred because of the default.
17. Binding Effect. This writing, together with the exhibits hereto, constitutes the entire
Agreement between the parties and shall be binding upon said parties, their officers,
employees, agents and assigns and shall inure to the benefit of the respective survivors,
heirs, personal representatives, successors and assigns of said parties.
18. Law/Severability. The laws of the State of Colorado shall govern the construction,
interpretation, execution and enforcement of this Agreement. In the event any provision of
this Agreement shall be held invalid or unenforceable by any court of competent
jurisdiction, such holding shall not invalidate or render unenforceable any other provision
of this Agreement.
19. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S., et.
seq., Professional represents and agrees that:
a. As of the date of this Agreement:
1. Professional does not knowingly employ or contract with an illegal alien who will
perform work under this Agreement; and
2. Professional will participate in either the e-Verify program created in Public Law 208,
104th Congress, as amended, and expanded in Public Law 156, 108th Congress,
as amended, administered by the United States Department of Homeland Security
(the “e-Verify Program”) or the Department Program (the “Department Program”),
an employment verification program established pursuant to Section 8-17.5-
102(5)(c) C.R.S. in order to confirm the employment eligibility of all newly hired
employees to perform work under this Agreement.
b. Professional shall not knowingly employ or contract with an illegal alien to perform
work under this Agreement or knowingly enter into a contract with a subcontractor that
knowingly employs or contracts with an illegal alien to perform work under this
Agreement.
c. Professional is prohibited from using the e-Verify Program or Department Program
procedures to undertake pre-employment screening of job applicants while this
Agreement is being performed.
d. If Professional obtains actual knowledge that a subcontractor performing work under
RFP 8214 CM/GC Services for the Lincoln Corridor Project Page 16 of 20
this Agreement knowingly employs or contracts with an illegal alien, Professional shall:
1. Notify such subcontractor and the City within three days that Professional has
actual knowledge that the subcontractor is employing or contracting with an illegal
alien; and
2. Terminate the subcontract with the subcontractor if within three days of receiving
the notice required pursuant to this section the subcontractor does not cease
employing or contracting with the illegal alien; except that Professional shall not
terminate the contract with the subcontractor if during such three days the
subcontractor provides information to establish that the subcontractor has not
knowingly employed or contracted with an illegal alien.
e. Professional shall comply with any reasonable request by the Colorado Department of
Labor and Employment (the “Department”) made in the course of an investigation that
the Department undertakes or is undertaking pursuant to the authority established in
Subsection 8-17.5-102 (5), C.R.S.
f. If Professional violates any provision of this Agreement pertaining to the duties
imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If
this Agreement is so terminated, Professional shall be liable for actual and
consequential damages to the City arising out of Professional’s violation of Subsection
8-17.5-102, C.R.S.
g. The City will notify the Office of the Secretary of State if Professional violates this
provision of this Agreement and the City terminates the Agreement for such breach.
20. Special Provisions. Special provisions or conditions relating to the services to be
performed pursuant to this Agreement are set forth in Exhibit " " - Confidentiality,
consisting of one (1) pages, attached hereto and incorporated herein by this reference.
RFP 8214 CM/GC Services for the Lincoln Corridor Project Page 17 of 20
THE CITY OF FORT COLLINS, COLORADO
By:
Gerry Paul
Purchasing Director
DATE:
ATTEST:
City Clerk
APPROVED AS TO FORM:
Assistant City Attorney
PROFESSIONAL'S NAME
By:
Printed:
Title:
CORPORATE PRESIDENT OR VICE PRESIDENT
Date:
RFP 8214 CM/GC Services for the Lincoln Corridor Project Page 18 of 20
EXHIBIT A
WORK ORDER FORM
PURSUANT TO AN AGREEMENT BETWEEN
THE CITY OF FORT COLLINS
AND
DATED:
Work Order Number:
Purchase Order Number:
Project Title:
Commencement Date:
Completion Date:
Maximum Fee: (time and reimbursable direct costs):
Project Description:
Scope of Services:
Professional agrees to perform the services
identified above and on the attached forms in
accordance with the terms and conditions
contained herein and in the Professional
Services Agreement between the parties. In
the event of a conflict between or ambiguity in
the terms of the Professional Services
Agreement and this Work Order (including the
attached forms) the Professional Services
Agreement shall control.
The attached forms consisting of ___ (_)
pages are hereby accepted and incorporated
herein, by this reference, and Notice to
Proceed is hereby given.
PROFESSIONAL
By:_______________________________
Date:_____________________________
CITY OF FORT COLLINS
By:_________________________________
Project Manager
Date: ______________________________
By: _______________________________
Gerry Paul
Purchasing Director (over $60,000.00)
Date: ____________________________
RFP 8214 CM/GC Services for the Lincoln Corridor Project Page 19 of 20
EXHIBIT
INSURANCE REQUIREMENTS
1. The Professional will provide, from insurance companies acceptable to the City, the
insurance coverage designated hereinafter and pay all costs. Before commencing work
under this bid, the Professional shall furnish the City with certificates of insurance
showing the type, amount, class of operations covered, effective dates and date of
expiration of policies, and containing substantially the following statement:
“The insurance evidenced by this Certificate will not reduce coverage or limits and
will not be cancelled, except after thirty (30) days written notice has been received
by the City of Fort Collins.”
In case of the breach of any provision of the Insurance Requirements, the City, at its
option, may take out and maintain, at the expense of the Professional, such insurance
as the City may deem proper and may deduct the cost of such insurance from any
monies which may be due or become due the Professional under this Agreement. The
City, its officers, agents and employees shall be named as additional insureds on the
Professional 's general liability and automobile liability insurance policies for any claims
arising out of work performed under this Agreement.
2. Insurance coverages shall be as follows:
A. Workers' Compensation & Employer's Liability. The Professional shall maintain
during the life of this Agreement for all of the Professional's employees engaged in
work performed under this Agreement:
1. Workers' Compensation insurance with statutory limits as required by
Colorado law.
2. Employer's Liability insurance with limits of $100,000 per accident,
$500,000 disease aggregate, and $100,000 disease each employee.
B. Commercial General & Vehicle Liability. The Professional shall maintain during the
life of this Agreement such commercial general liability and automobile liability
insurance as will provide coverage for damage claims of personal injury, including
accidental death, as well as for claims for property damage, which may arise
directly or indirectly from the performance of work under this Agreement.
Coverage for property damage shall be on a "broad form" basis. The amount of
insurance for each coverage, Commercial General and Vehicle, shall not be less
than $1,000,000 combined single limits for bodily injury and property damage.
In the event any work is performed by a subcontractor, the Professional shall be
responsible for any liability directly or indirectly arising out of the work performed
under this Agreement by a subcontractor, which liability is not covered by the
subcontractor's insurance.
C. Errors & Omissions. The Professional shall maintain errors and omissions
insurance in the amount of $1,000,000.
RFP 8214 CM/GC Services for the Lincoln Corridor Project Page 20 of 20
EXHIBIT
CONFIDENTIALITY
IN CONNECTION WITH SERVICES provided to the City of Fort Collins (the “City”) pursuant to
this Agreement (the “Agreement”), the Professional hereby acknowledges that it has been
informed that the City has established policies and procedures with regard to the handling of
confidential information and other sensitive materials.
In consideration of access to certain information, data and material (hereinafter individually and
collectively, regardless of nature, referred to as “information”) that are the property of and/or
relate to the City or its employees, customers or suppliers, which access is related to the
performance of services that the Professional has agreed to perform, the Professional hereby
acknowledges and agrees as follows:
That information that has or will come into its possession or knowledge in connection with the
performance of services for the City may be confidential and/or proprietary. The Professional
agrees to treat as confidential (a) all information that is owned by the City, or that relates to the
business of the City, or that is used by the City in carrying on business, and (b) all information
that is proprietary to a third party (including but not limited to customers and suppliers of the
City). The Professional shall not disclose any such information to any person not having a
legitimate need-to-know for purposes authorized by the City. Further, the Professional shall not
use such information to obtain any economic or other benefit for itself, or any third party, except
as specifically authorized by the City.
The foregoing to the contrary notwithstanding, the Professional understands that it shall have no
obligation under this Agreement with respect to information and material that (a) becomes
generally known to the public by publication or some means other than a breach of duty of this
Agreement, or (b) is required by law, regulation or court order to be disclosed, provided that the
request for such disclosure is proper and the disclosure does not exceed that which is required.
In the event of any disclosure under (b) above, the Professional shall furnish a copy of this
Agreement to anyone to whom it is required to make such disclosure and shall promptly advise
the City in writing of each such disclosure.
In the event that the Professional ceases to perform services for the City, or the City so requests
for any reason, the Professional shall promptly return to the City any and all information
described hereinabove, including all copies, notes and/or summaries (handwritten or
mechanically produced) thereof, in its possession or control or as to which it otherwise has
access.
The Professional understands and agrees that the City’s remedies at law for a breach of the
Professional’s obligations under this Confidentiality Agreement may be inadequate and that the
City shall, in the event of any such breach, be entitled to seek equitable relief (including without
limitation preliminary and permanent injunctive relief and specific performance) in addition to all
other remedies provided hereunder or available at law.
INDEX OF SHEETS
E. LINCOLN AVENUE AND
S. LEMAY AVENUE IMPROVEMENTS
FROM LINCOLN BRIDGE TO LEMAY AVENUE FORT COLLINS, COLORADO
DECEMBER 2015
BENCHMARKS:
BENCHMARK 1:
CITY OF FORT COLLINS BM# 3-00, ON A PARAPET WALL AT THE
NORTHWEST END OF THE LINCOLN AVE BRIDGE NEAR THE
NORTHEAST CORNER OF LINCOLN AVE AND WILLOW ST.
ELEV-4964.15 (NGVD 29 UNADJUSTED)
BENCHMARK 2:
NATIONAL GEODETIC SURVEY #R 402, IN FORT COLLINS AT THE
JUNCTION OF 9TH STREET AND LINCOLN AVE IN THE EAST EDGE
OF THE CONCRETE FOOTING FOR HIGHLINE TOWER NUMBER 29,
156.8 FT NORTH OF THE CENTERLINE OF THE AVENUE, 73.2 FT
WEST OF THE CENTERLINE OF THE STREET, AND 0.7 FT WEST OF
THE EAST EDGE OF THE FOOTING. ELEV=4939.03 (NGVD 29
UNADJUSTED)
VICINITY MAP
APPROX. 1"=800'
ABBREVIATION LIST
ABC AGGREGATE BASE COURSE
AD ALGEBRAIC DIFFERENCE
AE ACCESS EASEMENT
ARV AIR RELEASE VALVE
ASSY ASSEMBLY
BOV BLOW OFF VALVE
C&G CURB AND GUTTER
CL CENTERLINE
CMP CORRUGATED METAL PIPE
DE DRAINAGE EASEMENT
EL ELEVATION
ES EMERGENCY SPILLWAY
EOP EDGE OF PAVEMENT
EX EXISTING
FES FLARED END SECTION
FL FLOWLINE
GB GRADE BREAK
GV GATE VALVE
HMA HOT MIX ASPHALT
HP HIGH POINT
FH FIRE HYDRANT
I.E. IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
LF LINEAR FEET
LP LOW POINT
LT LEFT
MH MANHOLE
MTS MOISTURE TREATED SUBGRADE
PE PEDESTRIAN EASEMENT
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PCC PORTLAND CEMENT CONCRETE
PCR POINT OF CURB RETURN
PI POINT OF INTERSECTION
PRC POINT OF REVERSE CURVATURE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
3/$16 I N T E R W E S T C O N S U L T I N G G R O U P
NOT FOR CONSTRUCTION
74
2
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
3/$16 I N T E R W E S T C O N S U L T I N G G R O U P
NOT FOR CONSTRUCTION
74
3
E. LINCOLN TYPICAL SECTION
LINCOLN BRIDGE TO 1st STREET
NTS
E. LINCOLN TYPICAL SECTION
1st STREET TO 3rd STREET
NTS
E. LINCOLN TYPICAL SECTION
3rd STREET TO LEMAY
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
3/$16
NOT FOR CONSTRUCTION
74
4
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 5+70
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
SCALE: 1" = 30'
30 15 30 60
MATCH LINE STA 11+70
MATCH LINE STA 5+70
PROPOSED CONCRETE
PAVEMENT
PROPOSED ASPHALT
PAVEMENT
PROPOSED CONCRETE
SIDEWALK
3/$16
NOT FOR CONSTRUCTION
74
5
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 18+00
MATCH LINE STA
11+70
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
MATCH LINE STA 24+00
MATCH LINE STA 18+00
0
SCALE: 1" = 30'
30 15 30 60
3/$16
NOT FOR CONSTRUCTION
PROPOSED CONCRETE
PAVEMENT
PROPOSED ASPHALT
PAVEMENT
PROPOSED CONCRETE
SIDEWALK
74
6
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 30+00
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
MATCH LINE STA 24+00
MATCH LINE STA 36+00
MATCH LINE STA 30+00
0
SCALE: 1" = 30'
30 15 30 60
3/$16
NOT FOR CONSTRUCTION
PROPOSED CONCRETE
PAVEMENT
PROPOSED ASPHALT
PAVEMENT
PROPOSED CONCRETE
SIDEWALK
74
7
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 36+00
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
SCALE: 1" = 30'
30 15 30 60
3/$16
NOT FOR CONSTRUCTION
PROPOSED CONCRETE
PAVEMENT
PROPOSED ASPHALT
PAVEMENT
PROPOSED CONCRETE
SIDEWALK
74
8
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
SCALE: 1" = 30'
30 15 30 60
3/$16
NOT FOR CONSTRUCTION
PROPOSED CONCRETE
PAVEMENT
PROPOSED ASPHALT
PAVEMENT
PROPOSED CONCRETE
SIDEWALK
MATCH LINE STA 36+50
MATCH LINE STA 36+50
74
9
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
3/$16
NOT FOR CONSTRUCTION
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
MATCH LINE STA 5+70
MATCH LINE STA 11+70
MATCH LINE STA 5+70
74
10
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
3/$16
NOT FOR CONSTRUCTION
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
MATCH LINE STA 18+00
MATCH LINE STA 11+70
MATCH LINE STA 24+00
MATCH LINE STA 18+00
74
11
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
3/$16
NOT FOR CONSTRUCTION
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
MATCH LINE STA 30+00
MATCH LINE STA 24+00
MATCH LINE STA 36+00
MATCH LINE STA 30+00
74
12
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
3/$16
NOT FOR CONSTRUCTION
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
MATCH LINE STA 36+00
SEE SHEET
14
SEE SHEET
14
74
13
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
CONTINUATION LINE STA 36+50
3/$16
NOT FOR CONSTRUCTION
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
CONTINUATION LINE STA 36+50
CONTINUATION SHEET 13
74
14
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 5+70
3/$16
NOT FOR CONSTRUCTION
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
MATCH LINE STA 11+70
MATCH LINE STA 5+70
74
15
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 18+00
3/$16
NOT FOR CONSTRUCTION
MATCH LINE STA
11+70
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
MATCH LINE STA 24+00
MATCH LINE STA 18+00
74
16
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 30+00
3/$16
NOT FOR CONSTRUCTION
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
MATCH LINE STA 24+00
MATCH LINE STA 36+00
MATCH LINE STA 30+00
74
17
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 36+00
3/$16
NOT FOR CONSTRUCTION
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
74
18
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 5+70
CENTERLINE PROFILE
3/$16
NOT FOR CONSTRUCTION
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
MATCH LINE STA 5+70
74
19
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 11+70
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
CENTERLINE PROFILE 3/$16
NOT FOR CONSTRUCTION
MATCH LINE STA 5+70
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
MATCH LINE STA 11+70
MATCH LINE STA 5+70
74
20
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 18+00
3/$16
NOT FOR CONSTRUCTION
MATCH LINE STA
11+70
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
CENTERLINE PROFILE
MATCH LINE STA 18+00
MATCH LINE STA 11+70
74
21
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 24+00
3/$16
NOT FOR CONSTRUCTION
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
MATCH LINE STA 18+00
CENTERLINE PROFILE
MATCH LINE STA 24+00
MATCH LINE STA 18+00
74
22
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 30+00
3/$16
NOT FOR CONSTRUCTION
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
MATCH LINE STA 24+00
CENTERLINE PROFILE
MATCH LINE STA 30+00
MATCH LINE STA 24+00
74
23
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 36+00
3/$16
NOT FOR CONSTRUCTION
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
MATCH LINE STA 30+00
CENTERLINE PROFILE
MATCH LINE STA 36+00
MATCH LINE STA 30+00
74
24
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 36+00
3/$16
NOT FOR CONSTRUCTION
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
CENTERLINE PROFILE
MATCH LINE STA 36+00
74
25
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
CONTINUATION LINE STA 36+50
3/$16
NOT FOR CONSTRUCTION
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
74
26
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
CONTINUATION LINE STA 36+50
3/$16
NOT FOR CONSTRUCTION
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
74
27
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
3/$16
NOT FOR CONSTRUCTION
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
74
28
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
3/$16
NOT FOR CONSTRUCTION
0
SCALE: 1" = 30'
30 15 30 60
74
29
MATCH LINE STA 5+70
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
SCALE: 1" = 30'
30 15 30 60
MATCH LINE STA 11+70
MATCH LINE STA 5+70
3/$16
NOT FOR CONSTRUCTION
NOTES:
1. DIMENSIONS SHOWN ARE FROM CENTER
OF STRIPE TO CENTER OF STRIPE, CURB
FACE, OR CENTER OF DOUBLE STRIPE.
2. SIGNAGE IS NOT SHOWN IN 30% PLAN
SET.
3. LINEAR PAVEMENT STRIPING SHALL BE
LATEX PAINT. PAVEMENT MARKINGS
(TEXT LEGENDS, CROSSWALK MARKINGS,
YIELD LINES, ARROWS) SHALL BE EPOXY
PAINT.
4. ALL SIGNING AND STRIPING SHALL BE
PER 2009 MUTCD AND COLORADO
SUPPLEMENT.
5. ALL CONFLICTING STRIPING SHALL BE
REMOVED.
74
30
MATCH LINE STA 18+00
MATCH LINE STA
11+70
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
MATCH LINE STA 24+00
MATCH LINE STA 18+00
0
SCALE: 1" = 30'
30 15 30 60
3/$16
NOT FOR CONSTRUCTION
NOTES:
1. DIMENSIONS SHOWN ARE FROM CENTER
OF STRIPE TO CENTER OF STRIPE, CURB
FACE, OR CENTER OF DOUBLE STRIPE.
2. SIGNAGE IS NOT SHOWN IN 30% PLAN
SET.
3. LINEAR PAVEMENT STRIPING SHALL BE
LATEX PAINT. PAVEMENT MARKINGS
(TEXT LEGENDS, CROSSWALK MARKINGS,
YIELD LINES, ARROWS) SHALL BE EPOXY
PAINT.
4. ALL SIGNING AND STRIPING SHALL BE
PER 2009 MUTCD AND COLORADO
SUPPLEMENT.
5. ALL CONFLICTING STRIPING SHALL BE
REMOVED.
74
31
MATCH LINE STA 30+00
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
MATCH LINE STA 24+00
MATCH LINE STA 36+00
MATCH LINE STA 30+00
0
SCALE: 1" = 30'
30 15 30 60
3/$16
NOT FOR CONSTRUCTION
NOTES:
1. DIMENSIONS SHOWN ARE FROM CENTER
OF STRIPE TO CENTER OF STRIPE, CURB
FACE, OR CENTER OF DOUBLE STRIPE.
2. SIGNAGE IS NOT SHOWN IN 30% PLAN
SET.
3. LINEAR PAVEMENT STRIPING SHALL BE
LATEX PAINT. PAVEMENT MARKINGS
(TEXT LEGENDS, CROSSWALK MARKINGS,
YIELD LINES, ARROWS) SHALL BE EPOXY
PAINT.
4. ALL SIGNING AND STRIPING SHALL BE
PER 2009 MUTCD AND COLORADO
SUPPLEMENT.
5. ALL CONFLICTING STRIPING SHALL BE
REMOVED.
74
32
MATCH LINE STA 36+00
0
SCALE: 1" = 30'
30 15 30 60
NOTES:
1. DIMENSIONS SHOWN ARE FROM CENTER
OF STRIPE TO CENTER OF STRIPE, CURB
FACE, OR CENTER OF DOUBLE STRIPE.
2. SIGNAGE IS NOT SHOWN IN 30% PLAN
SET.
3. LINEAR PAVEMENT STRIPING SHALL BE
LATEX PAINT. PAVEMENT MARKINGS
(TEXT LEGENDS, CROSSWALK MARKINGS,
YIELD LINES, ARROWS) SHALL BE EPOXY
PAINT.
4. ALL SIGNING AND STRIPING SHALL BE
PER 2009 MUTCD AND COLORADO
SUPPLEMENT.
5. ALL CONFLICTING STRIPING SHALL BE
REMOVED.
74
33
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
SCALE: 1" = 30'
30 15 30 60
3/$16
NOT FOR CONSTRUCTION
MATCH LINE STA 36+50
MATCH LINE STA 36+50
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
74
34
74
35
74
36
74
37
74
38
74
39
74
40
74
41
74
42
74
43
74
44
74
45
74
46
74
47
74
48
74
49
74
50
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
3/$16
NOT FOR CONSTRUCTION
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
74
51
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
3/$16
NOT FOR CONSTRUCTION
EAST LINCOLN AVENUE
S. LEMAY AVE.
RIVERSIDE AVE.
1ST ST.
2ND ST.
3RD ST.
WILLOW ST.
POUDRE RIVER
JEFFERSON ST.
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
n/a
30 15 30 60
MATCHLINE, SEE SHEET IR 2.2
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
74
52
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
3/$16
NOT FOR CONSTRUCTION
EAST LINCOLN AVENUE
S. LEMAY AVE.
RIVERSIDE AVE.
1ST ST.
2ND ST.
3RD ST.
WILLOW ST.
POUDRE RIVER
JEFFERSON ST.
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
n/a
30 15 30 60
MATCHLINE, SEE SHEET IR 2.1
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
MATCHLINE, SEE SHEET IR 2.3
74
53
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
3/$16
NOT FOR CONSTRUCTION
EAST LINCOLN AVENUE
S. LEMAY AVE.
RIVERSIDE AVE.
1ST ST.
2ND ST.
3RD ST.
WILLOW ST.
POUDRE RIVER
JEFFERSON ST.
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
n/a
30 15 30 60
MATCHLINE, SEE SHEET IR 2.2
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
MATCHLINE, SEE SHEET IR 2.4
74
54
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
3/$16
NOT FOR CONSTRUCTION
EAST LINCOLN AVENUE
S. LEMAY AVE.
RIVERSIDE AVE.
1ST ST.
2ND ST.
3RD ST.
WILLOW ST.
POUDRE RIVER
JEFFERSON ST.
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
n/a
30 15 30 60
MATCHLINE, SEE SHEET IR 2.3
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
MATCHLINE, SEE SHEET IR 2.5
74
55
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
3/$16
NOT FOR CONSTRUCTION
EAST LINCOLN AVENUE
S. LEMAY AVE.
RIVERSIDE AVE.
1ST ST.
2ND ST.
3RD ST.
WILLOW ST.
POUDRE RIVER
JEFFERSON ST.
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
n/a
30 15 30 60
MATCHLINE, SEE SHEET IR 2.4
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
MATCHLINE, SEE SHEET IR 2.6
74
56
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
3/$16
NOT FOR CONSTRUCTION
EAST LINCOLN AVENUE
S. LEMAY AVE.
RIVERSIDE AVE.
1ST ST.
2ND ST.
3RD ST.
WILLOW ST.
POUDRE RIVER
JEFFERSON ST.
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
n/a
30 15 30 60
MATCHLINE, SEE SHEET IR 2.5
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
MATCHLINE, SEE SHEET IR 2.7
74
57
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
3/$16
NOT FOR CONSTRUCTION
EAST LINCOLN AVENUE
S. LEMAY AVE.
RIVERSIDE AVE.
1ST ST.
2ND ST.
3RD ST.
WILLOW ST.
POUDRE RIVER
JEFFERSON ST.
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
n/a
30 15 30 60
MATCHLINE, SEE SHEET IR 2.6
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
MATCHLINE, SEE SHEET IR 2.8
74
58
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
3/$16
NOT FOR CONSTRUCTION
EAST LINCOLN AVENUE
S. LEMAY AVE.
RIVERSIDE AVE.
1ST ST.
2ND ST.
3RD ST.
WILLOW ST.
POUDRE RIVER
JEFFERSON ST.
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
n/a
30 15 30 60
MATCHLINE, SEE SHEET IR 2.7
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
74
59
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
3/$16
NOT FOR CONSTRUCTION
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
74
60
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
30% PLANS
NOT FOR CONSTRUCTION
PULL BOX SCHEDULE
A 12"X12"X12"
B 12"X16"X18"
C 13"X24"X18"
D 17"X30"X18"
E 24"X30"X18"
F 16"X16"X18"
ELECTRICAL PLANS 74
61
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 11+70
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
ELECTRICAL ENLARGED BRIDGE PLAN
MATCH LINE STA 5+70
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
30% PLANS
NOT FOR CONSTRUCTION
ELECTRICAL BRIDGE PLAN
0
HORIZONTAL
SCALE: 1" = 20'
20 10 20 40
ELECTRICAL PLANS 74
62
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 18+00
MATCH LINE STA
11+70
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
30% PLANS
NOT FOR CONSTRUCTION
ELECTRICAL PLANS 74
63
B B B B B B B B B B T
B B B B
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 24+00
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
MATCH LINE STA 18+00
30% PLANS
NOT FOR CONSTRUCTION
ELECTRICAL PLANS 74
64
T
E
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 30+00
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
MATCH LINE STA 24+00
30% PLANS
NOT FOR CONSTRUCTION
ELECTRICAL PLANS 74
65
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 36+00
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
MATCH LINE STA 30+00
30% PLANS
NOT FOR CONSTRUCTION
ELECTRICAL PLANS 74
66
B B B B B B B B B B
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
MATCH LINE STA 36+00
E Lincoln Ave
S Lemay Ave
River
Riverside Ave
1st St
2nd St
3rd St
Willow St
Poudre
Jefferson St
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
6'
30 15 30 60
30% PLANS
NOT FOR CONSTRUCTION
ELECTRICAL PLANS 74
67
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
30% PLANS
NOT FOR CONSTRUCTION
ELECTRICAL DETAILS 74
68
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
30% PLANS
NOT FOR CONSTRUCTION
BRANCH CIRCUIT
DESCRIPTION
PROJECT LINCOLN AVENUE CORRIDOR PANEL: NEW P1
BRANCH CIRCUIT
DESCRIPTION
240/120 VOLT BUS: 100A CU
3 PHASE 3 W MAIN: 100A MAIN LUGS ONLY LOCATION: -
Fault Current Rating: 10,000
FED FROM: #NAME?
NOTES: MOUNTING: SURFACE
LOAD FOR CKTS 4 AND 6 ARE A SUM OF CKTS 17-32
ID BREAKER DESCRIPTION V - A CIRCUIT PHASE CIRCUIT V - A DESCRIPTION BREAKER ID
UNSWITCHED CIRCUITS
BY PNL MFG + 100/2 MAIN 0 1 A 2 150 CONTROLLER 20 + BY PNL MFG
BY PNL MFG + | 0 3 B 4 0 SWITCHED LOAD CENTER 60/2 + BY PNL MFG
BY PNL MFG + 20/2 SPD 0 5 A 6 0 LOAD FOR CKTS 17-32 | + BY PNL MFG
BY PNL MFG + | 0 7 B 8 0 SPARE 60/2 L
G 20 LANDSCAPING CONTROL 0 9 A 10 0 | L
+ ---- SPACE 0 11 B 12 0 SPACE ---- +
+ ---- SPACE 0 13 A 14 0 SPACE ---- +
+ ---- SPACE 0 15 B 16 0 SPACE ---- +
CIRCUITS BELOW ARE SWITCHED BY PHOTOCELL MOUNTED ON THE POWER PEDESTAL CABINET
X 20 BLOCK XXXX RECEPTS 0 17 A 18 0 BLOCK XXXX RECEPTS 20 X
X 20 BLOCK XXXX RECEPTS 0 19 B 20 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 21 A 22 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 23 B 24 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 25 A 26 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 27 B 28 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 29 A 30 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 31 B 32 0 BLOCK XXXX RECEPTS 20 +
CONNECTED LOAD (Downstream Loads Included) TOTALS LOAD SUMMARY
Phase A 150 CATEGORY CONNECTED FACTOR CALCULATED V - A AMPS
Phase B 0 LIGHTING 0 125% 0 0.0
GENERAL RECEPTACLE 0 100% 0 0.0
REMAINING GENERAL REC. 0 50% 0 0.0
ABCDDDEEE = A-B-C-DDD-EEE DEDICATED RECEPTACLE 0 100% 0 0.0
1 DIGIT CONDUCTOR METAL (A FOR ALUMINUM AND C FOR COPPER) MOTOR 0 100% 0 0.0
# PARALLEL RUNS B - LARGEST MOTOR 0 125% 0 0.0
# NON-GROUND CONDUCTORS (INCLUDE POWER AND NEUTRALS) + MISCELANEOUS 150 100% 150 0.6
3 DIGIT SIZING OF NON-GROUNDED CONDUCTORS KITCHEN 0 65% 0 0.0
3 DIGIT SIZING OF GROUND ELECTRIC HEAT 0 125% 0 0.0
Total Demand: 150 1
BRANCH CIRCUIT
DESCRIPTION
PROJECT LINCOLN AVENUE CORRIDOR PANEL: NEW P2
BRANCH CIRCUIT
DESCRIPTION
240/120 VOLT BUS: 100A CU
3 PHASE 3 W MAIN: 100A MAIN LUGS ONLY LOCATION: -
Fault Current Rating: 10,000
FED FROM: #NAME?
NOTES: MOUNTING: SURFACE
LOAD FOR CKTS 4 AND 6 ARE A SUM OF CKTS 17-32
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
30% PLANS
NOT FOR CONSTRUCTION
ELECTRICAL DETAILS 74
70
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
30% PLANS
NOT FOR CONSTRUCTION
LUMINAIRE SCHEDULE
TYPE LAMPS DESCRIPTION FINISH MOUNTING MANUFACTURER AND PRODUCT #
AA 32 LED,
3000K
LED. 4000K LAMP COLOR. INTEGRAL TWISTLOCK
RECEPTACLE IN LUMINAIRE HOUSING.
BRONZE. SEE
NOTE 1
SEE
PEDESTRIAN
LIGHT POLE
DETAIL
ARCHITECTURAL AREA LIGHTING
#UCM-STR-H3-T3-32LED-3K-450-RAL-FTG-FLD-MO
D: SPECIAL MOUNTING
AA2 32 LED,
3000K SAME AS AA EXCEPT DUAL HEAD
BRONZE. SEE
NOTE 1
SEE
PEDESTRIAN
LIGHT POLE
DETAIL
ARCHITECTURAL AREA LIGHTING
#UCM-STR-H3-T3-32LED-3K-450-RAL-FTG-FLD-MO
D: SPECIAL MOUNTING
AA-ALT
42 LED
ASSEMBLY,
4000K
LED. 4000K LAMP COLOR. INTEGRAL TWISTLOCK
RECEPTACLE IN LUMINAIRE HOUSING. BRONZE
SEE
PEDESTRIAN
LIGHT POLE
DETAIL
VISIONAIRE LIGHTING
#ODN-2-L-T5-42LC-3-4L-UNV-AML-BZ-C6/H1-VA106-
S-S1-4-BZ
AA2-ALT
42 LED
ASSEMBLY,
4000K
SAME AS AA-ALTERATIVE EXCEPT DUAL HEAD BRONZE
SEE
PEDESTRIAN
LIGHT POLE
DETAIL
VISIONAIRE LIGHTING
#ODN-2-L-T5-42LC-3-4L-UNV-AML-BZ-C6/H1-VA106-
S-D2-4-BZ
POLE -
ROUND NON TAPERED STEEL POLE. ASTM A500 GRADE
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
30% PLANS
NOT FOR CONSTRUCTION
ELECTRICAL DETAILS 74
72
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
30% PLANS
NOT FOR CONSTRUCTION
ELECTRICAL DETAILS 74
73
ELECTRICAL DETAILS 74
74
B TUBING WITH MINIMUM YIELD STRENGTH OF 46,000
PSI. SHAFT IS FURNISHED WITH GROUND LUG INSIDE
POLE, OPPOSITE HAND HOLE OPENING. CENTER LINE
OF HAND HOLE IS 12" FROM BASE PLATE.
BRONZE POLE VISIONAIRE LIGHTING
#RNTS-4R-7-XX'-9BC-343-T4R-BZ-RBC
WW 10.5 LED 10.5 LED STEP LIGHT FOR WET LOCATIONS
LIGHT BRONZE
PAINT SMOOTH RECESSED
WINONA # STEP13-WL-12LONG-LST2A-(COLOR
TEMPERATURE)-MVOLT-LBPS
WW2 50W LED
SURFACE MOUNT ROUGH SERVICE LUMINAIRE WITH
LED LAMPING, DIE CAST ROUND HOUSING AND
POLYCARBONATE LENS.
BRONZE SURFACE LITHONIA # VGR5C-50LED-120-DNAT-LPI
NOTE: 1. RAL #7047 OR #7035. MANUFACTURER TO SUBMIT 6"X6" MINIMUM PHYSICAL SAMPLE OF POWERCOAT COLORS #7047 AND #7035 FOR OWNER'S
REPRESENTATIVE TO REVIEW. SELECT AND APPROVE PRIOR TO POWERCOATING FIXTURES.
ELECTRICAL DETAILS 74
71
ID BREAKER DESCRIPTION V - A CIRCUIT PHASE CIRCUIT V - A DESCRIPTION BREAKER ID
UNSWITCHED CIRCUITS
BY PNL MFG + 100/2 MAIN 0 1 A 2 150 CONTROLLER 20 + BY PNL MFG
BY PNL MFG + | 0 3 B 4 0 SWITCHED LOAD CENTER 60/2 + BY PNL MFG
BY PNL MFG + 20/2 SPD 0 5 A 6 0 LOAD FOR CKTS 17-32 | + BY PNL MFG
BY PNL MFG + | 0 7 B 8 0 SPARE 60/2 L
G 20 LANDSCAPING CONTROL 0 9 A 10 0 | L
+ ---- SPACE 0 11 B 12 0 SPACE ---- +
+ ---- SPACE 0 13 A 14 0 SPACE ---- +
+ ---- SPACE 0 15 B 16 0 SPACE ---- +
CIRCUITS BELOW ARE SWITCHED BY PHOTOCELL MOUNTED ON THE POWER PEDESTAL CABINET
X 20 BLOCK XXXX RECEPTS 0 17 A 18 0 BLOCK XXXX RECEPTS 20 X
X 20 BLOCK XXXX RECEPTS 0 19 B 20 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 21 A 22 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 23 B 24 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 25 A 26 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 27 B 28 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 29 A 30 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 31 B 32 0 BLOCK XXXX RECEPTS 20 +
CONNECTED LOAD (Downstream Loads Included) TOTALS LOAD SUMMARY
Phase A 150 CATEGORY CONNECTED FACTOR CALCULATED V - A AMPS
Phase B 0 LIGHTING 0 125% 0 0.0
GENERAL RECEPTACLE 0 100% 0 0.0
REMAINING GENERAL REC. 0 50% 0 0.0
ABCDDDEEE = A-B-C-DDD-EEE DEDICATED RECEPTACLE 0 100% 0 0.0
1 DIGIT CONDUCTOR METAL (A FOR ALUMINUM AND C FOR COPPER) MOTOR 0 100% 0 0.0
# PARALLEL RUNS B - LARGEST MOTOR 0 125% 0 0.0
# NON-GROUND CONDUCTORS (INCLUDE POWER AND NEUTRALS) + MISCELANEOUS 150 100% 150 0.6
3 DIGIT SIZING OF NON-GROUNDED CONDUCTORS KITCHEN 0 65% 0 0.0
3 DIGIT SIZING OF GROUND ELECTRIC HEAT 0 125% 0 0.0
Total Demand: 150 1
BRANCH CIRCUIT
DESCRIPTION
PROJECT LINCOLN AVENUE CORRIDOR PANEL: NEW P3
BRANCH CIRCUIT
DESCRIPTION
240/120 VOLT BUS: 100A CU
3 PHASE 3 W MAIN: 100A MAIN LUGS ONLY LOCATION: -
Fault Current Rating: 10,000
FED FROM: #NAME?
NOTES: MOUNTING: SURFACE
LOAD FOR CKTS 4 AND 6 ARE A SUM OF CKTS 17-32
ID BREAKER DESCRIPTION V - A CIRCUIT PHASE CIRCUIT V - A DESCRIPTION BREAKER ID
UNSWITCHED CIRCUITS
BY PNL MFG + 100/2 MAIN 0 1 A 2 150 CONTROLLER 20 + BY PNL MFG
BY PNL MFG + | 0 3 B 4 0 SWITCHED LOAD CENTER 60/2 + BY PNL MFG
BY PNL MFG + 20/2 SPD 0 5 A 6 0 LOAD FOR CKTS 17-32 | + BY PNL MFG
BY PNL MFG + | 0 7 B 8 0 SPARE 60/2 L
G 20 LANDSCAPING CONTROL 0 9 A 10 0 | L
+ ---- SPACE 0 11 B 12 0 SPACE ---- +
+ ---- SPACE 0 13 A 14 0 SPACE ---- +
+ ---- SPACE 0 15 B 16 0 SPACE ---- +
CIRCUITS BELOW ARE SWITCHED BY PHOTOCELL MOUNTED ON THE POWER PEDESTAL CABINET
X 20 BLOCK XXXX RECEPTS 0 17 A 18 0 BLOCK XXXX RECEPTS 20 X
X 20 BLOCK XXXX RECEPTS 0 19 B 20 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 21 A 22 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 23 B 24 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 25 A 26 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 27 B 28 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 29 A 30 0 BLOCK XXXX RECEPTS 20 +
X 20 BLOCK XXXX RECEPTS 0 31 B 32 0 BLOCK XXXX RECEPTS 20 +
CONNECTED LOAD (Downstream Loads Included) TOTALS LOAD SUMMARY
Phase A 150 CATEGORY CONNECTED FACTOR CALCULATED V - A AMPS
Phase B 0 LIGHTING 0 125% 0 0.0
GENERAL RECEPTACLE 0 100% 0 0.0
REMAINING GENERAL REC. 0 50% 0 0.0
ABCDDDEEE = A-B-C-DDD-EEE DEDICATED RECEPTACLE 0 100% 0 0.0
1 DIGIT CONDUCTOR METAL (A FOR ALUMINUM AND C FOR COPPER) MOTOR 0 100% 0 0.0
# PARALLEL RUNS B - LARGEST MOTOR 0 125% 0 0.0
# NON-GROUND CONDUCTORS (INCLUDE POWER AND NEUTRALS) + MISCELANEOUS 150 100% 150 0.6
3 DIGIT SIZING OF NON-GROUNDED CONDUCTORS KITCHEN 0 65% 0 0.0
3 DIGIT SIZING OF GROUND ELECTRIC HEAT 0 125% 0 0.0
Total Demand: 150 1
INTERWEST - Lincoln Corridor
PANEL CONDUIT AND FEEDER SCHEDULE
POWER CONDUCTORS GROUND CONDUCTOR CONDUIT
SECTION
# RUNS
# CONDUCTOR
SIZE (AWG/KCMIL)
METAL
INSUL.
MAX 1WAY LENGTH
L (FT)
%VD
# CONDUCTOR
SIZE (AWG/KCMIL)
METAL
INSUL.
MIN SIZE (INCHES)
TYPE
L (FT)
NOTES
A 1 3 3/0 AL XHHW ##### 1 1 AL XHHW 2 PVC -5 -
B 1 1 6 AL XHHW ##### - - 1 PVC -5 -
NOTES:
1. ALL MEASUREMENTS ARE APPROXIMATE, CONTRACTOR TO CONFIRM LENGTHS IN FIELD
2. # RUNS SIGNIFIES THE NUMBER OF PARALLEL RUNS OF CONDUIT AND CONDUCTORS PER SECTION
3. CONDUITS AND CABLES TO BE PERMANENTLY LABELED PER EQUIPMENT LABELING SCHEDULE
4. CONDUCTOR SIZE BASED UPON LENGTH OF RUN
5. CONTRACTOR TO PROVIDE A SINGLE CONDUIT TO EACH POLE CONTAINING BOTH A AND B TRAIN POWER CONDUCTORS FOR THE CONTROL
PANEL DISCONNECTS, PROVIDE JBOX OR LT FOR CONNECTION TO AS NECESSARY. CONDUCTOR SIZE SHOWN TAKES REQUIRED DERATING
INTO ACCOUNT.
6. VOLTAGE DROP SHOWN ABOVE IS FROM GENERATOR TO THE CONTROL PANEL DISCONNECTS AT THE INDIVIDUAL QUAD POLES.
7. CONDUCTOR SIZING PER 'X' USED ABOVE PER EACH POLE.
8. SIZING PER TAP RULE
9. LFMC = LIQUID TIGHT FLEXIBLE METAL CONDUIT
ELECTRICAL DETAILS 74
69
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RT RIGHT
SAN SANITARY SEWER
STA STATION
SDMH STORM DRAIN MANHOLE
TB THRUST BLOCK
TOF TOP OF FOUNDATION
TYP TYPICAL
UE UTILITY EASEMENT
VCP VITRIFIED CLAY PIPE
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENCY
TOW TOP OF WALL
BOW BOTTOM OF WALL
CONTACTS:
CITY OF FORT COLLINS
ENGINEERING
ERIKA KEETON 970.221.6521
BRAD BUCKMAN 970.416.4248
STORMWATER / WATER / WASTEWATER
HEATHER MCDOWELL 970.224.6065
LIGHT & POWER
JANET MCTAGUE 970.224.6154
TRAFFIC
JOE OLSEN 970.221.6062
BRITNEY SORENSEN 970.416.2268
TRANSFORT
TIMOTHY WILDER 970.416.2113
INTERWEST CONSULTING GROUP
BOB ALMIRALL 970.460.8487
CENTURY LINK
BILL JOHNSON 970.490.7501
XCEL ENERGY
STEPHANIE RICH 970.493.2044
COMCAST
DENNIS GREENWALT 970.484.7166
ELCO WATER DISTRICT
RANDY SIDDENS 970.493.2044
Sheet No. Description Of Sheets
PROPOSED STREET LIGHT
PROPOSED STORM SEWER & MANHOLE
EXISTING SANITARY SEWER MAIN
PROPOSED TELEPHONE LINE
EXISTING GAS
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING MANHOLE
PROPOSED STORM INLET
LEGEND
PROPOSED CONCRETE
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING UTILITY POLE
EXISTING GUY WIRE
PROPOSED GAS
EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED SANITARY SEWER & MANHOLE
PROPOSED WATER LINE & VALVE
EXISTING CONCRETE
EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED FENCE
EXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
PROPOSED UTILITY POLE
EXISTING STREET LIGHT
EXISTING FIBER OPTIC LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING OVERHEAD TELEPHONE LINE
PROPOSED OVERHEAD ELECTRIC LINE
PROPOSED FIBER OPTIC LINE
PROPOSED OVERHEAD TELEPHONE LINE
EXISTING FENCE
PROPOSED OVERHEAD UTILITY
EXISTING CABLE TV PROPOSED CABLE TV
EXISTING CONIFEROUS TREE
EXISTING DECIDUOUS TREE
EXISTING TRAFFIC SIGNAL
S LEMAY AVE
E LINCOLN AVE
E MULBERRY ST
RIVERSIDE AVE
MULBERRY
WATER
RECLAMATION
FACILITY
S COLLEGE AVE
SITE
E VINE DR
PROPOSED TRAFFIC SIGNAL
COVER SHEET
GENERAL NOTES
TYPICAL SECTIONS
HORIZONTAL CONTROL PLAN
DEMOLITION PLAN - PAVEMENT
DEMOLITION PLAN - UTILITIES
FLOWLINE PLAN & PROFILE
EXISTING TRAIL PLAN & PROFILE
IN-SITU STORM OUTFALL
STRIPING PLAN
SITE PLAN
LANDSCAPE PLAN
IRRIGATION PLAN
ELECTRICAL PLAN
1
2 - 3
4
5 - 9
10 - 14
15 - 18
19 - 27
28
29
30 - 34
35 - 42
43 - 50
51-60
61 - 74
3/$16
NOT FOR CONSTRUCTION
74
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