HomeMy WebLinkAboutRFP - 8859 CM/GC SERVICES FOR WILLOW STREET IMPROVEMENTSRFP 8859 CM/GC Services for Willow St Improvements Page 1 of 33
8859 CM/GC SERVICES FOR WILLOW STREET IMPROVEMENTS
The City of Fort Collins is requesting proposals from qualified Contractors for Construction
Manager/General Contractor (CM/GC) services related to the construction of the Willow Street
Improvement Project.
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 a hard copy
proposal we require one (1) hard copy and one (1) electronic copy on a jump drive to 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 PM (our clock) on
February 19, 2019 and referenced as Proposal No. 8859. 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 pre-proposal meeting will be held at 2:00 PM MST, on February 4, 2019, in Training
Room 2E, at 215 N Mason St., Fort Collins.
All questions should be submitted, in writing via email, to Elliot Dale, Senior Buyer, at
edale@fcgov.com, with a copy to Nicole Hahn, Project Manager, at nhahn@fcgov.com, no
later than 5:00 PM MST (our clock) on February 8, 2019. Please format your e-mail to include:
RFP 8859 CM/GC Services for Willow Street Improvements in the subject line. Questions
received after this deadline may not be answered. Responses to all questions submitted before
the deadline will be addressed in an addendum and posted on the Rocky Mountain E-Purchasing
System webpage.
Rocky Mountain E-Purchasing System hosted by Bidnet
A copy of the RFP may be obtained at http://www.bidnetdirect.com/colorado/city-of-fort-collins.
Public Viewing Copy: The City is a governmental entity subject to the Colorado Open Records
Act, C.R.S. §§ 24-72-200.1 et seq. (“CORA”). Any proposals submitted hereunder are subject
to public disclosure by the City pursuant to CORA and City ordinances. Vendors may submit
one (1) additional complete proposal clearly marked “FOR PUBLIC VIEWING.” In this version
of the proposal, the Vendor may redact text and/or data that it deems confidential or proprietary
pursuant to CORA. Such statement does not necessarily exempt such documentation from
public disclosure if required by CORA, by order of a court of appropriate jurisdiction, or other
applicable law. Generally, under CORA trade secrets, confidential commercial and financial
data information is not required to be disclosed by the City. Proposals may not be marked
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 8859 CM/GC Services for Willow St Improvements Page 2 of 33
“Confidential” or ‘Proprietary’ in their entirety. All provisions of any contract resulting from
this request for proposal will be public information.
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. Please
do not submit with your proposal.
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.
The selected Vendor shall be expected to sign the City’s standard Agreement prior to
commencing Services (see sample attached to this Proposal).
Sincerely,
Gerry Paul
Purchasing Director
Official Purchasing Document
Last updated 10/2017
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I. PROJECT SCOPE OF WORK AND REQUIREMENTS
A. General Information
The City of Fort Collins is requesting proposals from qualified Contractors for Construction
Manager/General Contractor (CM/GC) services related to the construction of the Willow Street
Improvement Project.
The Willow Street Improvement Project is in The Downtown River District (District); an area
bordered by Jefferson Street and North College Avenue to the west, Lincoln Street to the
southeast, and the Poudre River to the northeast. The District is a unique part of Fort Collins,
encompassing the original Old Fort Site, the heart of the community’s beginnings. At the same
time, the River District serves as a link to Old Town and the Poudre River for various housing,
retail, and mixed-use developments. The overlying goal for the improvements is to create a
new sense of place by making the area welcoming, visually pleasing, and ready for infill
development.
This project is a partnership between the City of Fort Collins and the Downtown Development
Authority. The project is slated to begin construction during the summer of 2019. In addition to
being in a rapidly redeveloping and growing district Downtown Fort Collins hosts large events
throughout the summer that will require accommodations to allow for pedestrian access to the
businesses along the Willow corridor. The most heavily attended events include: Colorado’s
brewers festival (6/21-6/23) and New West Fest (8/8-8/11).
The project will draw inspiration from recently constructed improvements along Linden Street
yet be unique to Willow Street. An emphasis on high quality project finishes is standard Old
Town Fort Collins. Planned improvements include:
• 10’ wide sidewalks
• 5’ wide amenity zone which includes pedestrian lighting, bike racks, and decorative
fencing
• On-street diagonal parking
• Bike lanes
• Travel lanes
• Integrated public art
• Drainage and Utility improvements
The projects location in the emerging River District will present a critical need for high quality
project finishes and constant, clear and concise communication with the local businesses and
stakeholders. This location also presents ongoing construction coordination with two active
development projects in the same vicinity, both of which will be under construction throughout
2019.
The Willow Street Improvements are based on 90% civil design and 75% urban design
plans that are available in Attachment 1.
The Willow Street Improvement Project is significant to the City of Fort Collins for many
reasons, including the following:
• Within the emerging Downtown River District
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• Active business district
• Proximity to downtown Fort Collins
• Significant bicycle and pedestrian connections and destinations
The Willow Street Improvements will require extensive coordination and traffic control phasing
during construction with both the City, local businesses and adjacent construction projects.
Currently, The Confluence (401 Linden Street) is under construction. The Willow and Pine
development (223 Willow Street) is slated to begin construction in early 2019.
For the purposes of this RFP, the City is seeking innovative approaches to phasing to
accelerate the project delivery, while minimizing impacts to the local business community. The
City is looking for a phasing plan that balances the project schedule requirements with
stakeholder concerns (i.e. access, construction coordination, messaging, impacts, etc.). Known
project phasing constraints and access requirements have been included in Attachment 4 and
Attachment 5. Additional project constraints and requirements will be developed in partnership
with the selected CM/GC and impacted stakeholders.
Utilities:
• Gas: Xcel gas provides gas service to customers along Willow Street. In coordination
with this project Xcel will be replacing their existing services on the north edge of the
Willow Street right of way. Xcel has been in coordination with the design team for the
last year and is anticipating a start of late May or early June.
• Water Line: An existing 6” watermain runs from Linden St to Pine St on Willow. This
line will be relocated and upsized to an 8” watermain by the City of Fort Collins Utilities
department. It is anticipated and expected that this work will be coordinated with the
phased construction of the street and other infrastructure. Traffic Control and patching
shall be included in the scope of work for the selected CMGC contractor.
• Stormwater: New conveyance facilities for stormwater will be installed along Willow
Street by the contractor.
• Sanitary Sewer: The City of Fort Collins sanitary sewer vault located on the North side
of the Willow and Pine intersection shall be protected in place.
City funds will be used for the design and construction of the improvements. The anticipated
“total” project budget is approximately $3,800,000 for design, right-of-way and construction for
the entire Willow Corridor from College Avenue to Linden Street. This includes the two pieces
that are planned to be constructed by the others; the plaza at Willow and Linden, and the
frontage along the south side of Willow from Pine to the railroad tracks (see Attachment 5).
The prioritized Project Goals for the project have been determined to be:
1. Minimize inconvenience to the traveling public and maintain business access during
construction (particularly important is maintenance of on-street parking and pedestrian
access during construction)
2. Provide real time project coordination and logistics planning with active construction
projects on corridor
3. Develop positive working relationships with local businesses with a focus on clear,
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consistent and accurate communication regarding design and construction impacts
4. Provide high-quality project finishes consistent with the quality of historic Downtown Fort
Collins including urban design elements and landscaping
5. Complete the Project by the beginning of September 2019
The Contractor should address their approach to accomplishing these goals.
Project Stakeholders include the Downtown Development Authority (funding partner),
Downtown Business Association, River District Business Association, adjacent active
construction projects, local businesses and residents on and near Willow, and the traveling
public.
This RFP shall cover construction management and general contractor services for all of
the work identified above and in all attachments.
B. Project Status
The City entered into an agreement with Interwest Consulting Engineers to provide the final
engineering design for the Willow Street Improvement Project and to provide consultant support
services for the CM/GC process.
The City has progressed the civil, grading, and drainage plans to a 90% design level and
provided the plans with the RFP along with a Bid Tab (“Civil” Bid Tab) for those quantities. The
remaining items in the plans and Bid Tab (“Urban Design” Bid Tab) provided with this RFP
primarily cover urban design elements and are currently at a 75% design level. See Attachment
1 and Attachment 3 for plans and Bid Tab. The City is asking for pricing with this RFP based on
the provided plan set and Bid Tab. It is not anticipated that the design will change significantly
from these plans to the final design. One of the primary goals of procuring a CM/GC at this
stage is to develop detailed phasing plans to facilitate a smooth construction schedule that can
be clearly communicated with key stakeholders.
Some phasing constraints and initial thoughts have been provided with this RFP, but the City is
requesting the CM/GC to expand upon these with their proposal and provide new thoughts and
ideas with their initial phasing plan (See Section II – Submittal Requirements). Final phasing
and scheduling will be discussed and agreed upon by all parties throughout the preconstruction
phase of the CM/GC contract.
The following general timelines for design and phasing milestones are as follows:
• Full 90% Design Submittal Mid-March 2019
• CM/GC 90% Estimate Early April 2019
• Final Plans Late April 2019
• Final Phasing Plan Submittal On or before May 1, 2019
• Construction Notice to Proceed (NTP) On or before June 1, 2019
The City is aware the subcontractor procurement will be a key date and milestone for any major
subcontractors. The exact timeline for final procurement will be determined with the selected
CM/GC. The CM/GC is encouraged to identify any key subcontractors that they anticipate using
in their proposal and discuss their qualifications.
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C. CM/GC Scope of Work
CM/GC is a contracting method that involves the contractor in the design process. The selected
CM/GC will be required to enter into a Services Agreement – Work Order type. The City
anticipates award of separate Work Orders for each phase of the project including; 1)
Preconstruction Support Services; and 2) Construction Services. The intent is to form a
partnership with the City of Fort Collins (the owner), the designer working for the City of Fort
Collins (Interwest), and the contractor. The focus is on a partnership and a collaborative design
development to minimize risk, improve the construction schedule, promote innovation, and a
cost-efficient construction.
1. Preconstruction Support Services
The CM/GC team relies on the expertise of the contractor to deliver a better product in less time
and at a cost competitive with traditional design-bid-build construction processes. The
contractor is required to provide the following expertise during the Preconstruction Support
Services Phase of the project:
• The skills and knowledge to estimate the quantities of materials, labor, and equipment
needed to construct the project.
• The ability to communicate with, coordinate and schedule subcontractors and obtain
accurate and detailed pricing and schedules to be incorporated into the overall project.
• The skills and knowledge to determine the tasks (work breakdown structure) needed to
complete the project and estimate the costs, duration, and sequence of these tasks.
• An understanding of the availability, cost, and capacities of materials, labor, and
equipment.
• The skills and knowledge to identify potential risks (including cost risks) and methods to
mitigate them during the design process.
• The skills and knowledge to determine constructability of various designs and to develop
construction phasing and maintenance of traffic schemes for various designs.
• The skills, knowledge and experience to address construction coordination necessary to
successfully execute the project with the various construction activities taking place
concurrently.
• The skills, knowledge and experience necessary to coordinate the project work with
anticipated utilities conflicts and relocations.
The City is aware that several components of the work may be performed by subcontractors to
the CM/GC depending on the selection of the CM/GC, particularly any detailed urban design
work. Should this or other significant portions of the work be completed by a subcontractor it is
expected that those subcontractors be available throughout the Preconstruction Support
Services Phase of the project and adhere to the City’s “open book” negotiation policy as
required. The City shall be involved with the procurement of any subcontractors performing
significant and critical work that weren’t identified as part of the project team with the original
proposal. The City shall determine, at its sole discretion, any items that may be considered
significant and critical work. It is expected that the contractor involve the City in the
subcontractor procurement process and work together with the City to procure acceptable
contractors in terms of scope, schedule, budget and quality. Examples of subcontracted work
the City would consider to be significant and critical may include, but not be limited to:
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• Concrete pavement, curb and gutter, sidewalk
• Asphalt placement
• Landscaping & irrigation
• Traffic control
• Masonry
• Lighting and urban design elements
The selected contractor will be awarded a Preconstruction Support Services contract, prepared
and administered by the City. The cost of the contract will be based upon a final negotiated
scope, total estimated hours and unit rates for each key employee for “Preconstruction Support
Services” submitted as Attachment 7 – Preconstruction Support Services Proposal.
Preconstruction Support Services will be paid on a time and reimbursable direct cost basis. Any
primary subcontractors identified as part of the project team shall be included in the cost of the
“Preconstruction Support Services” contract. Preconstruction Support Services will be in the
form of a Work Order, issued per the sample agreement. The Preconstruction Support Services
Work Order may include any or all the following activities:
a. Partnering: The City expects a strong partnering relationship with the selected CM/GC
contractor. A formal Partnering Session will be held with the selected contractor and
primary subcontractors, City of Fort Collins team members, contract Architects and
Engineers (the Interwest Consulting Engineers’ team) soon after the selection process is
completed. Successful CM/GC project delivery requires an environment where trust and
teamwork prevent disputes, fosters a cooperative bond to everyone’s benefit, and
facilitates the completion of a successful project. Adversarial relationships between the
contractor and owner will not be acceptable on the project and could lead to the
termination of the contract.
b. Initial Risk Assessment Workshop: Participate in an initial project introduction and
Risk Assessment workshop. The workshop will be conducted in Fort Collins and will
include the following tasks:
i. Project site walk thru
ii. Introduction to the project and the project stakeholders
iii. Project status, goals, objectives, funding, etc.
iv. Presentation of project elements
v. Review phasing options for construction
vi. Development of alternative phasing concepts
vii. Assessment of primary project risks in terms of cost, quality and schedule
c. Design Reviews and Construction Phasing (collaborative design development):
Participate in formal design review and construction phasing development. For each
review the contractor may be asked to perform any or all of the following tasks:
i. Provide constructability reviews, design refinement, and optimization of project budget
through design refinements to ensure project budget and design standards are
maintained
ii. Work with the designer to prepare draft construction phasing and maintenance of
traffic/access schemes to ensure completion of the project in the most expeditious
manner possible
iii. Ensuring existing operations of local businesses, and active construction projects
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iv. Develop construction schedules
v. Provide construction cost estimates
vi. Provide a procurement and implementation strategy to leverage project funding, and
ensure quality products
vii. Perform a risk assessment in terms of cost, quality and schedule
viii. Provide ongoing risk assessment to reduce risk, cost and schedule
ix. Engage and coordinate with stakeholders and property owners
The contractor may be asked to perform any of the above tasks throughout the design phase,
and not necessarily during formal design reviews. It is anticipated the contractor will be fully
engaged throughout the design process and be willing to provide input when requested. The
contractor shall be compensated for all of their time spent providing design assistance as
identified above, in accordance with the Preconstruction Support Services Work Order. It is
likely that the contractor will be required to be at weekly or monthly coordination meetings as
identified by the City. The contractor will be required to engage and coordinate with
stakeholders and property owners prior to construction.
2. Construction Contract Price Negotiations
For pay items included in the initial Bid Tab: The City has provided design plans for bidding
purposes with this RFP, broken out into a “Civil” Bid Tab (90% design) and an “Urban Design”
Bid Tab (75% design). It is anticipated that the selected CM/GC will have provided accurate
pricing based on these plans and the requested Bid Tab. It is not anticipated that there will be
substantial changes between these plans and the final plans that would result in price
modifications and negotiations with respect to the submitted prices, particularly for the “Civil” Bid
Tab. However, the City realizes that there may be changes that require pricing modifications to
the submitted Bid Tab. If such changes are made and both the City and Contractor agree that
these are significant, Construction Contract Price Negotiations will commence and shall follow
the process detailed below.
For pay items not included in the initial Bid Tab: When the City, the designer, and the contractor
agree that the project has been designed to a sufficient level of detail to allow the contractor to
accurately price construction elements of the project, Construction Contract Price Negotiations
will commence. In order to expedite the project, Construction Contract Price Negotiation may
start before the completion of the Preconstruction Support Services. The contractor’s work effort
for Construction Contract Price Negotiations will be separate from its Preconstruction Support
Services, and will not be compensated for by the City. The contractor will be compensated for
construction cost estimates prepared during the design process prior to Construction Contract
Price Negotiations. The City will determine when Construction Contract Price Negotiations have
begun.
a. Price Negotiation Process: The following procedures will be used for Construction
Contract Price Negotiations.
i. The designer will produce a set of the relevant plans and specifications showing the
work to be accomplished. The plans will also show all work accomplished under any
previous construction packages.
ii. The contractor will prepare a “bid” to perform the work shown. The contractor will use the
unit prices submitted as part of the Proposal unless a new unit price is justified based off
factors discussed with the City throughout the design process and identified in the
original project proposal.
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iii. The City and consultant estimator will produce an independent construction cost
estimate for the work.
iv. Upon opening the contractor’s “bid” the City will determine the acceptability of the “bid”
by comparing the bid to the City’s independent construction cost estimate.
v. If the prices are acceptable, the City will prepare a Work Order for construction services.
If a previous Work Order for construction services had been entered into, this work may
be added to that contract by change order.
vi. If the prices are not acceptable the City and the contractor will conduct a price
negotiation meeting to discuss the variances between the “bid” and independent
construction cost estimates.
vii. Following the price negotiation meeting the Construction Contract Negotiations will enter
into subsequent iteration of the above noted process.
viii. The City reserves the right to require the Contractor to enter into “open book” cost model
price negotiations at any time through this process, where the contractor will be required
to reveal and defend its detailed pricing breakdowns including labor, materials,
equipment, subcontractor and supplier quotes, mobilization, overhead, mark-up, and
profit. See below for the City’s “open book” negotiation requirements.
ix. At any time, if the City determines that an agreement cannot be successfully negotiated,
the City reserves the right to terminate construction contract negotiations and the
Preconstruction Support Services contract and procure the construction of the project by
other means. If the City then offers the project up for public bids the contractor will not
be eligible to bid on the project.
b. “Open Book” Negotiations Process: Negotiations may require any or all of the following
information.
The contractor shall submit information as requested by the City to the extent necessary
to permit the City to determine the reasonableness of the “bid” price. The contractor
shall provide cost or pricing data, broken down by individual work item, for the contractor
and each major subcontractor. The contractor shall submit material and subcontractor
quotes, anticipated labor and equipment usage, and anticipated production rates.
If requested, submit a written proposal for the work identifying the major elements of the
work, the quantity of the element, and its contribution to the proposed price. Provide
further breakdowns if requested by the City.
Material: Furnish quotes and/or material invoices showing the cost of material to be
incorporated in the work.
Labor: Show basic hourly rates, fringe benefits, applicable payroll costs (workers
compensation, insurance, etc.) paid subsistence, and travel costs for each labor
classification and foreman employed in the work
Equipment: Provide a complete descriptive listing of equipment to be used in the work
including make, model and year of manufacture. Support rented or leased equipment
costs with invoices
Other direct costs: Furnish documentation of invoices to support any other direct costs
to be incurred that are not included above (e.g., bonds, mobilization, permits, etc.)
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Production Rates: Provide actual hours of performance, on a daily basis, for each labor
classification and for each piece of equipment.
Subcontract Costs: Provide supporting data as required above.
Overhead: Identify overhead rates and list the types of costs that are included in
overhead.
Profit: Include a reasonable profit reflecting the efficiency and economy of the contractor
and subcontractors in performing the work, the contract risk type, the work difficulty, and
management effectiveness.
Markup: List any markup cost for subcontractors or other items. Provide backup
information as requested for a breakdown and justification of markup expenses.
3. Construction Requirements
The City expects the CM/GC Contractor to provide full construction services related to the
completion of the Project. The CM/GC will be required to sign a Work Order for construction
services. A template of the City’s Work Order for construction Services is available upon written
request. For the most part, construction services will be contracted and performed in
accordance with the City’s standard processes for traditional design-bid-build projects. These
services are to include, but not be limited to the following:
• Provide construction services according to the Agreement and contract documents including
self-performance with a goal of at least 40% 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 the City in the procurement process. A minimum of 3 quotes may be required for the
subcontractor procurement process. If less than 3 subcontractor quotes are obtained for a
given item of work, justification must be provided to, and agreed upon by, the City. The City
may choose to limit the amount of subcontractor quotes at their discretion.
• Provide storm water management and BMP maintenance for the site complying with City
regulations.
• Adhere to Attachment 8 – CTL Limited Phase II ESA Report regarding environmental
concerns and requirements
• Provide construction delivery scheduling, meeting attendance and reporting according to
contract document and federal or state requirements. This includes 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.
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• 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
City.
• Meet all licensing and permitting requirements as set forth by the City of Fort Collins and the
State of Colorado for both GC and subcontracted work.
• Provide work that complies with the Larimer County Urban Area Street Standards (LCUASS),
the Colorado Department of Transportation Standard Specifications for Road and Bridge
Construction, City of Fort Collins Development Construction Standards for Water,
Wastewater and Stormwater dated December 2011, project construction contract and
general and special provisions as amended by the contract. See Attachment 2 – Contract
Provisions for the current set of Contract Provisions. This is not an exhaustive list, and more
project provisions may be included as design progresses.
• Provide services to manage participation in project close out process and needs during the
project warranty period.
• Provide State and City required documentation prior to and during construction, including but
not limited to: material submittals and certifications, schedule updates, etc. and other
documentation as required in the final contract documents.
Early Procurement of Long Time Materials and Other Services: The contractor may be
asked to procure long lead materials that may be in short supply or require longer than desired
lead times from purchase to delivery. The City may also procure through the contractor such
services as pavement cores, pipe videos, potholes, or other investigations to facilitate the
design. The City may choose to exercise this option if the early procurement saves significant
construction time, money, or avoids potential delays once the project begins, etc. The
procedures as previously described will be used to negotiate early materials procurements. The
City may ask to procure these items at any reasonable time throughout the design and
construction phase of the project.
Early Action Construction Contracts: Similar to early materials procurements early action
construction projects may be initiated before the design as a whole is completed for the project.
The Construction Contract Price Negotiation process will be followed for the negotiation of early
action construction contracts.
Early construction may be done in an effort to coordinate with other entities, including Xcel, Fort
Collins Utilities, the adjacent construction projects and local businesses, etc. The City may
choose to exercise this action to save construction time, money, or avoid potential delays and
rework once the project begins, etc.
4. CM/GC Process and Fees
The City intends to negotiate a unit price contract that shall cover the entire scope of
construction services with the selected contractor and may require the City’s “Open Book
Negotiation Process” as detailed above. The contractor will also be required to provide input on
estimated quantities for each Major Line Item, and the City and Contractor will come to a final
agreed upon quantity. The Major Line Items will be determined by the City with input from the
contractor.
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Once the final quantities are agreed to, a quantity allowance for each item will be negotiated
(typically less than five percent). The final quantities plus allowance for each item will
encompass the total contract amount for each item. This will be the Guaranteed Maximum
Quantity for each item, similar to a Guaranteed Maximum Price. The contractor shall be fully
responsible for any costs associated to complete the work above the negotiated Maximum
Quantity, unless there is an agreed upon change in scope for any item that overruns the
Maximum Quantity.
The contractor shall include industry standard overhead, profit and markup rates as applicable
to each task and item. Maximum overhead, profit and markup rates for any line item shall be
included with the Bid Tab. Individual line items may have different overhead, profit or markup
rates appropriate for the given risk and difficulty of the work, provided they are less than the
maximum amount provided in the Bid Tab (See Attachment 3).
5. Services Agreement and Construction Contract
The CM/GC will be required to enter into Services Agreement – Work Order type (found in
Section V. Sample Agreement), and sign a Work Order for the Preconstruction Support
Services. Following successful completion of the Preconstruction Support Services, the CM/GC
will enter into a Work Order for construction services. A template of the City’s Work Order for
construction services is available upon written request. For the most part, construction services
will be performed in accordance with the City’s standard processes for traditional design-bid-
build projects. See Attachment 2 for applicable general and special provisions at this time.
These special provisions will be modified and expanded as design progresses and will be
included as part of the final contract.
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.
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II. SUBMITTAL REQUIREMENTS
CM/GC firms that have the requisite experience and qualifications are encouraged to submit
proposals. Proposals shall, at a minimum, include all items identified in Sections A – J listed
below.
Proposal Format
The following sections should not exceed 20 pages (double-sided) or 40 pages (single
sided) combined in length, with a minimum font size of 11 pt. Up to two of the pages may
be 11” x 17” if used for graphical presentation.
• General Company Information
• Profile Projects
• Key Personnel
• Project Approach
• Cost Proposal and Initial Construction Phasing Plan (All items in Section E detailed
below)
• Quality Control and Contractor Performance
• Safety Record
A. General Company Information
Name of firm, contact person for this proposal, title, phone number, fax number, email, 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. Include a summary of contract defaults, liquidated damages, debarments, lawsuits,
or failures to complete any awarded work.
B. Profile Projects
Provide a brief project description and history of projects, similar in scope to this project,
completed in the last 5 years. Limit profile projects lists to 5 projects max. Identify any Key
Personnel that were involved with the profile projects and will be assigned to this project as
well. Include the following information:
1. Project description that includes the project name and scope, firms that comprised
the design team (if project is a design-build or CM/GC delivery), and site location. Be
sure to note scope items that are similar to the scope of this project such as high
traffic areas, concrete and asphalt pavement reconstruction, utilities coordination and
relocation, significant landscaping and urban design elements, lighting, etc.
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.
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7. Original contract time and actual completion time.
8. Owner name and contact information.
Provide a brief discussion of any unusual factors that affected the project delivery (e.g.
owner initiated delays, additions to the work, etc.). Provide an owner reference for cited
projects.
Project Profiles should be limited to no more than two pages in length for each profile.
C. Key Personnel
Names and resumes of proposed Key Personnel should be provided. Key Personnel for the
project are the Project Manager, the Preconstruction Support Services Manager and
construction Project Superintendent. Include two references for each assigned person.
Detail the availability and commitment of Key Personnel. (Note: Key Personnel should be
highly committed to this project for the duration of their phase of the work (i.e Project
Manager for the entire duration of the project, Preconstruction Support Services Manager for
the preconstruction phase of the project and construction Project Superintendent for the
construction phase of the project). Resumes for Key Personnel should be limited to no more
than two pages for each person.
For the Preconstruction Support Services Manager it is the City’s preference that the
contractor provides a highly experienced senior manager with the authority to make
contractual decisions for the construction contract pricing.
D. Project Approach
Describe the approach to the overall project scope, schedule and impacts, process and
coordination. Discuss how the Project Approach will address the prioritized Project Goals
identified in Section I A.
Address your firms’ capability, resources and key project staff as it relates to the scope of
the project identified in this RFP. Discuss any potential and known subcontracted work
along with potential subcontractors. Discuss your firms’ experience in working on high
profile City projects. If major portions of the work are to be subcontracted, significant
subcontractors should be identified in your proposal and are highly encouraged to attend
any requested interviews.
Delivering the project on or ahead of schedule is critical to the City, however, it is important
that this is balanced with impacts to the local business community (i.e. impactful closures
should provide a proportional benefit to productivity, efficiency and project schedule).
Discuss how your project approach will prioritize and sequence work in a way that
accelerates the project schedule while balancing impacts to the public and local businesses.
Include in your proposal any potential traffic phasing options, early construction options or
innovative construction methods that will benefit the project schedule and reduce overall
impacts. Discuss your firms’ phasing strategy to maximize project efficiency. Project
phasing constraints and access requirements can be found in Attachments 4 and 5. Poudre
Street (running parallel to Willow) is planned to be used as a detour route to provide local
access to businesses.
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The City is particularly interested in maximizing efficiencies and reducing impacts to local
businesses, particularly as it relates to pedestrian access and parking impacts. Discuss
your approach to completing the work on schedule and how the team will handle
communication and coordination with the various stakeholders (ie other active construction
projects and local business community). Any methods to accelerate work and reduce
business impact is encouraged. Discuss your approach to completing the identified work
with potential methods to limit the impact to businesses.
Describe your approach to the CM/GC process and coordination with the City Departments
and the City’s design engineering firm (Interwest Consulting Engineers). Discuss any
relevant experience in similar projects and what your company’s approach to coordinating
several different entities including other contractors, owners and designers.
The City is seeking to hire a contractor that is committed to working together with the City to
expedite all the work while minimizing impacts to the public and local businesses. The
contractor will be expected to develop strong working relationships with City Engineering
Department and the City’s design engineer (Interwest Consulting Engineers), Utility
companies, and local businesses and stakeholders among others. The contractor will be
required to meet with local business owners and associations and incorporate feedback into
construction phasing and traffic control options. The City shall be involved and facilitate
these meetings.
The CM/GC should identify any known or likely subcontracted items and contractors.
Subcontractors to be used on the project should be listed if they are known, or at least a
potential list of subcontractors.
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.
E. Cost Proposal and Initial Construction Phasing Plan
1. Submit a unit price cost proposal for the provided Bid Tab (Attachment 3) based on
your understanding of the project from the information provided with this RFP and its
supporting materials. This shall be a competitive unit price proposal for the items
included in the Bid Tab. This unit pricing should reflect the CM/GC’s understanding of
the project and associated goals and risks, as well as their base phasing plan. The City
feels that the current design set provides adequate information to develop a competitive
unit price for the items identified in the Bid Tab, particularly the 90% “Civil” Bid Tab.
The CM/GC should identify any line items in their Bid Tab that they feel may change
prior to construction and provide a brief discussion of the potential reasons.
Reasonable factors, as determined by the City and the contractor, that are identified
through the final design process will be considered during the final unit price
negotiations and may increase or decrease the final unit prices of the initial Bid Tab. In
addition to completing the Bid Tab, please provide maximum overhead, profit and
markup percentages to be used in final pricing negotiations.
2. Submit an initial construction phasing plan for the major items of work and general
timelines associated with each phase. This shall be an initial phasing plan based off
the information provided with this RFP and any additional information from the pre-bid,
website, project research, etc. The City acknowledges that this phasing plan will likely
be modified and/or adjusted based on future discussions and other information obtained
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after the CM/GC is selected through the final design process prior to construction (i.e.
business and stakeholder meetings/discussions). Phasing plans that provide
reasonable assumptions, well thought out construction methods and risk discussions
will be scored higher, even though this may not be the final phasing plan. The CM/GC
should address how this phasing plan relates to the provided and future unit pricing.
3. Submit a risk discussion narrative (or ‘register’) and description of the thought process,
assumptions, risks, etc. that were used to develop the unit price cost proposal and
Project Approach (as discussed above). Identify any major coordination items and/or
potential schedule/price risks based on the information provided.
4. Complete Attachment 7 – Preconstruction Support Services Proposal
The unit prices provided should reflect the contractors thought process, assumptions, risks,
mitigation, etc. given the current level of design. The City recognizes that there will be
refinements in the project work subsequent to the submittal of the proposals that will add
additional line items to the final Bid Tab. Describe your approach to being transparent and
‘open book’ when developing a cost for these additional bid items and how it relates to the
City’s “Open Book” negotiation process as defined in Section C.
The Cost Proposal and Initial Construction Phasing Plan will be graded per the evaluation
criteria listed in Section IV. It is the City’s desire to execute a reasonable and competitive
construction contract on the project. Although the City is requesting competitive pricing, the
cost proposal will not be evaluated in a strict ‘low-bid’ format. Cost proposals and unit prices
that are competitive, within a reasonable range of the average, and that are supported by
reasonable assumptions and risk discussions will be scored higher. Excessively high or low
unit prices in the City’s judgement could result in a lowering of the overall proposal score,
unless appropriately justified.
Describe your approach to developing unit prices. Be sure to include all major items and
factors that were included in the unit price (i.e. labor rates, productivity, traffic
control/phasing, etc.). Discuss how you will price future pay items and your approach to
finalizing a unit price. Be sure to include profit, mark-up, and overhead percentages and
how those are applied to the overall unit price. Include any other issues or considerations
that would have an impact on the unit prices.
F. Quality Control and Contractor Performance
This project is in the Downtown River District, an emerging neighborhood within Historic
Downtown Fort Collins. The visual aesthetic of projects in this area is of the utmost
importance to all project stakeholders. Quality of all construction elements inducing the
visual aesthetic is a primary project goal. 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.
The City values quality work at all levels from physical construction, project communications,
traffic control and coordination to managing an effective schedule. The Downtown context
of this project enhances the need for high quality work products. Describe how your quality
control procedures dictate overall performance on construction contracts.
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Describe how your quality control plan relates to your subcontractors’ work and how you
ensure quality work from all subcontractors.
G. 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.
H. Financial Statement
Provide a recent financial statement (audited if possible).
I. 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.
J. 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
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? This is a requirement for the final
contract.
6. Are there any current claims that will affect coverage limits available for this project?
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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
with 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.
CM/GC Procurement Schedule
EVENT DATE
Issued for Advertisement January 25, 2019
Pre-Proposal Meeting February 4, 2019, 2:00 PM
Final Questions February 8, 2019, 5:00 PM
Proposals Due February 19, 2019, 3:00 PM
Interview Notifications February 22, 2019
Interviews Feb 28, March 1, 2019
Selection Notification March 4, 2019
The City reserves the right to select the top ranked firm directly from proposal documents
without a formal interview process.
It is anticipated that once the Contractor is notified of their selection, they will be
available to engage with the City on design related reviews, construction input,
construction pricing and other tasks immediately.
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.
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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
3.0 Firm Experience
Has the contractor worked on projects similar in scope to this
project? Does the contractor have the experience necessary
for this project? Does the contractor have local experience?
Has the contractor worked in collaborative settings with
owners and designers, providing and incorporating feedback
in an iterative process to improve the end result? Does the
contractor have a strong safety record? Does the contractor
develop strong working relationships? Is the contractor’s
experience supported with strong references?
4.0 Cost Proposal
Has the contractor presented detailed and thorough
assumptions and risk factors? Has the contractor submitted
reasonable and competitive unit prices based on current
design assumptions? Has the contractor provided a well
thought out phasing plan based off the provided information?
Does the contractor understand the impacts of their phasing
plan and does their unit price reflect that?
3.0 Project Approach
Does the project approach present a well thought out and
constructible construction phasing plan? Does the written
project approach reflect a good balance between construction
efficiency, maintenance of traffic, access to businesses and
pedestrian access during construction? Does the method of
construction and project approach provide a strong approach
to meeting and exceeding the project schedule? Does the
project approach include meaningful and firm contractual
commitment to exceed the minimum requirements of the
contract in ways that are beneficial to the project?
Reference evaluation process (top rated firm)
Below is the typical reference evaluation process for the City, however, the City reserves the
right to check references at any point after submittals are received.
After the interviews (if necessary) have been conducted, the evaluation committee will select
the top rated firm and the Project Manager may 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
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check out for the top firm, then the City of Fort Collins will work to negotiate a contract for
CMGC 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.
During this phase of the selection process, the City may also review and analyze the financial
statement(s) provided with the proposal to assign a satisfactory/unsatisfactory rating.
QUALIFICATION STANDARD
Overall
Performance
Would you hire this Contractor again?
Working
Relationship
Did you have a constructive, positive and collaborative working
relationship?
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?
ATTACHMENTS:
Attachment 1: Willow Street Improvements Plans
Attachment 2: Contract Provisions
Attachment 3: Bid Tab
Attachment 4: Project Access Requirements
Attachment 5: Project Phasing Constraints
Attachment 6: Draft Geotechnical Report
Attachment 7: Preconstruction Support Services Proposal
Attachment 8: Limited Phase II ESA
Attachment 9: Project Renderings
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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 "Service Provider".
WITNESSETH:
In consideration of the mutual covenants and obligations herein expressed, it is agreed by
and between the parties hereto as follows:
1. Services to be Performed.
a. This Agreement shall constitute the basic agreement between the parties for services
for . The conditions set forth herein shall apply to all services performed by the
Service Provider on behalf of the City and particularly described in Work Orders agreed
upon in writing by the parties from time to time. Such Work Orders, a sample of which
is attached hereto as Exhibit A, consisting of one (1) page and incorporated herein by
this reference, shall include a description of the services to be performed, the location
and time for performance, the amount of payment, any materials to be supplied by the
City and any other special circumstances relating to the performance of services. No
Work Order shall exceed $ . A general scope of services is attached hereto as
Exhibit C, consisting of ( ) page(s), and incorporated herein by this
reference.
The only services authorized under this Agreement are those which are performed
after receipt of such Work Order, except in emergency circumstances where oral work
requests may be issued. Oral requests for emergency actions will be confirmed by
issuance of a written Work Order within two (2) working days. Irrespective of
references in Exhibit A to certain named third parties, Service Provider shall be solely
responsible for performance of all duties hereunder.
b. The City may, at any time during the term of a particular Work Order and without
invalidating such Work Order, make changes to the scope of the particular services.
Such changes shall be agreed upon in writing by the parties by Change Order, a sample
of which is attached hereto as Exhibit B, consisting of one (1) page and incorporated
herein by this reference.
2. Changes in the Work. The City reserves the right to independently bid any services rather
than issuing work to the Service Provider pursuant to this Agreement. Nothing within this
Agreement shall obligate the City to have any particular service performed by the Service
Provider.
3. Time of Commencement and Completion of Services. The services to be performed
pursuant to this Agreement shall be initiated as specified by each written Work Order or oral
emergency service request. Oral emergency service requests will be acted upon without
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waiting for a written Work Order. Time is of the essence.
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 Service Provider and mailed no later than thirty (30) days prior to
contract end.
5. Delay. If either party is prevented in whole or in part from performing its obligations by
unforeseeable causes beyond its reasonable control and without is fault or negligence, then
the party so prevented shall be excused from whatever performance is prevented by such
cause. To the extent that the performance is actually prevented, the Service Provider must
provide written notice to the City of such condition within fifteen (15) days from the onset of
such condition.
6. Early Termination by City/Notices. 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 Service Provider. Such notice shall be mailed 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:
Service Provider: 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 early termination by the City, the Service Provider shall be paid for services
rendered to the termination date, subject only to the satisfactory performance of the Service
Provider's obligations under this Agreement. Such payment shall be the Service Provider's
sole right and remedy for such termination.
7. Contract Sum. This is an open-end indefinite quantity Agreement with no fixed price. The
actual amount of work to be performed will be stated on the individual Work Orders. The
City makes no guarantee as to the number of Work Orders that may be issued or the actual
amount of services which will in fact be requested.
8. Payments.
a. The City agrees to pay and the Service Provider agrees to accept as full payment for
all work done and all materials furnished and for all costs and expenses incurred in
performance of the work the sums set forth for the hourly labor rate and material costs,
with markups, stated within the Bid Schedule Proposal Form, attached hereto as
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Exhibit , consisting of ( ) page(s), and incorporated herein by this
reference.
Payment shall be made by the City Net 30 days from the date of the invoice and upon
acceptance of the work by the City and upon the Service Provider furnishing
satisfactory evidence of payment of all wages, taxes, supplies and materials, and other
costs incurred in connection with the performance of such work.
9. City Representative. The City's representative will be shown on the specific Work Order
and shall make, within the scope of his or her authority, all necessary and proper decisions
with reference to the work requested. All requests concerning this Agreement shall be
directed to the City Representative.
10. Independent Contractor. It is agreed that in the performance of any services hereunder, the
Service Provider is an independent contractor responsible to the City only as to the results
to be obtained in the particular work assignment and to the extent that the work shall be
done in accordance with the terms, plans and specifications furnished by the City.
11. Subcontractors. Service Provider 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 Service
Provider.
12. Personal Services. It is understood that the City enters into the Agreement based on the
special abilities of the Service Provider and that this Agreement shall be considered as an
agreement for personal services. Accordingly, the Service Provider shall neither assign any
responsibilities nor delegate any duties arising under the Agreement without the prior written
consent of the city.
13. Acceptance Not Waiver. 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 under the Agreement or
of any cause of action arising out of the performance of this Agreement.
14. Warranty.
a. Service Provider warrants that all work performed hereunder shall be performed with
the highest degree of competence and care in accordance with accepted standards for
work of a similar nature.
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b. Unless otherwise provided in the Agreement, all materials and equipment incorporated
into any work shall be new and, where not specified, of the most suitable grade of their
respective kinds for their intended use, and all workmanship shall be acceptable to
City.
c. Service Provider warrants all equipment, materials, labor and other work, provided
under this Agreement, except City-furnished materials, equipment and labor, against
defects and nonconformances in design, materials and workmanship/workwomanship
for a period beginning with the start of the work and ending twelve (12) months from
and after final acceptance under the Agreement, regardless whether the same were
furnished or performed by Service Provider or by any of its subcontractors of any tier.
Upon receipt of written notice from City of any such defect or nonconformances, the
affected item or part thereof shall be redesigned, repaired or replaced by Service
Provider in a manner and at a time acceptable to City.
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 according to the
terms of this Agreement, such party may be declared in default thereof.
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 representative, successors and assigns of said parties.
18. Indemnity/Insurance.
a. The Service Provider agrees to indemnify and save harmless the City, its officers,
agents and employees against and from any and all actions, suits, claims, demands or
liability of any character whatsoever, brought or asserted for injuries to or death of any
person or persons, or damages to property arising out of, result from or occurring in
connection with the performance of any service hereunder.
b. The Service Provider shall take all necessary precautions in performing the work
hereunder to prevent injury to persons and property.
c. Without limiting any of the Service Provider's obligations hereunder, the Service
Provider shall provide and maintain insurance coverage naming the City as an
additional insured under this Agreement of the type and with the limits specified within
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Exhibit , consisting of one (1) page, attached hereto and incorporated herein by
this reference. The Service Provider before commencing services hereunder shall
deliver to the City's Purchasing Director, P. O. Box 580, Fort Collins, Colorado 80522
one copy of a certificate evidencing the insurance coverage required from an
insurance company acceptable to the city.
19. Entire Agreement. This Agreement, along with all Exhibits and other documents
incorporated herein, shall constitute the entire Agreement of the parties. Covenants or
representations not contained in this Agreement shall not be binding on the parties.
20. Law/Severability. This Agreement shall be governed in all respect by the laws of the State
of Colorado. 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.
21. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S., et.
seq., Service Provider represents and agrees that:
a. As of the date of this Agreement:
1) Service Provider does not knowingly employ or contract with an illegal alien who will
perform work under this Agreement; and
2) Service Provider 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. Service Provider 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. Service Provider 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 Service Provider obtains actual knowledge that a subcontractor performing work
under this Agreement knowingly employs or contracts with an illegal alien, Service
Provider shall:
1) Notify such subcontractor and the City within three days that Service Provider has
actual knowledge that the subcontractor is employing or contracting with an illegal
alien; and
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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 Service Provider 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. Service Provider 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 Service Provider 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, Service Provider shall be liable for actual and
consequential damages to the City arising out of Service Provider’s violation of
Subsection 8-17.5-102, C.R.S.
g. The City will notify the Office of the Secretary of State if Service Provider violates this
provision of this Agreement and the City terminates the Agreement for such breach.
22. Dust Control. The Service Provider shall abide by the City of Fort Collins “Dust Control and
Prevention Manual,” which is available for public download at
https://www.fcgov.com/airquality/pdf/dust-prevention-and-control-manual.pdf, and is
incorporated herein by this reference. The City of Fort Collins has implemented this manual
for all projects performed for the City of Fort Collins or located within the City of Fort Collins
City limits.
23. Haul Routes. All trucks used for work contracted by the City utilizing asphalt from the asphalt
plant located at 1800 North Taft Hill Road may only enter North Taft Hill Road from the North
using CR 54 G and only exit the site on North Taft Hill Road to the North to CR 54G.
24. 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) page, attached hereto and incorporated herein by this reference.
Official Purchasing Document
Last updated 10/2017
RFP 8859 CM/GC Services for Willow St Improvements Page 27 of 33
THE CITY OF FORT COLLINS, COLORADO
By:
Gerry Paul
Purchasing Director
DATE:
ATTEST:
APPROVED AS TO FORM:
SERVICE PROVIDER'S NAME
By:
Printed:
Title:
CORPORATE PRESIDENT OR VICE
PRESIDENT
Date:
Official Purchasing Document
Last updated 10/2017
RFP 8859 CM/GC Services for Willow St Improvements Page 28 of 33
EXHIBIT A
WORK ORDER FORM
PURSUANT TO A MASTER AGREEMENT BETWEEN
THE CITY OF FORT COLLINS
AND
SERVICE PROVIDER'S NAME
WORK ORDER NUMBER:
PROJECT TITLE:
ORIGINAL BID/RFP NUMBER & NAME:
MASTER AGREEMENT EFFECTIVE DATE: Original Contract Date
WORK ORDER COMMENCEMENT DATE:
WORK ORDER COMPLETION DATE:
MAXIMUM FEE: (time and reimbursable direct costs):
PROJECT DESCRIPTION/SCOPE OF SERVICES:
Service Provider agrees to perform the services identified above and on the attached forms in
accordance with the terms and conditions contained herein and in the Master Agreement between
the parties. In the event of a conflict between or ambiguity in the terms of the Master Agreement
and this Work Order (including the attached forms) the Master Agreement shall control.
The attached forms consisting of ( ) page(s) are hereby accepted and incorporated
herein, by this reference, and Notice to Proceed is hereby given after all parties have signed this
document.
SERVICE PROVIDER: Date:
Name, Title
ACCEPTANCE: Date:
Name, Project Manager
REVIEWED: Date:
Name, Buyer or Senior Buyer
ACCEPTANCE: Date:
Gerry Paul, Purchasing Director
(if greater than $60,000)
Official Purchasing Document
Last updated 10/2017
RFP 8859 CM/GC Services for Willow St Improvements Page 29 of 33
EXHIBIT B
CHANGE ORDER
NO.
PROJECT TITLE:
SERVICE PROVIDER: Company Name
WORK ORDER NUMBER:
PO NUMBER:
DESCRIPTION:
1. Reason for Change: Why is the change required?
2. Description of Change: Provide details of the changes to the Work
3. Change in Work Order Price:
4. Change in Work Order Time:
ORIGINAL WORK ORDER PRICE $ .00
TOTAL APPROVED CHANGE ORDER .00
TOTAL PENDING CHANGE ORDER .00
TOTAL THIS CHANGE ORDER .00
TOTAL % OF THIS CHANGE ORDER %
TOTAL C.O.% OF ORIGINAL WORK ORDER %
ADJUSTED WORK ORDER COST $ .00
SERVICE PROVIDER: Date:
Name, Title
ACCEPTANCE: Date:
Name, Project Manager
REVIEWED: Date:
Name, Buyer or Senior Buyer
ACCEPTANCE: Date:
Gerry Paul, Purchasing Director
(if greater than $60,000)
Official Purchasing Document
Last updated 10/2017
RFP 8859 CM/GC Services for Willow St Improvements Page 30 of 33
EXHIBIT C
GENERAL SCOPE OF SERVICES
Official Purchasing Document
Last updated 10/2017
RFP 8859 CM/GC Services for Willow St Improvements Page 31 of 33
EXHIBIT
(BID SCHEDULE/COMPENSATION)
Official Purchasing Document
Last updated 10/2017
RFP 8859 CM/GC Services for Willow Street Improvements Page 32 of 33
EXHIBIT
INSURANCE REQUIREMENTS
1. The Service Provider 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 Service Provider 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 Service Provider, 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 Service Provider under this
Agreement. The City, its officers, agents and employees shall be named as additional
insureds on the Service Provider '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 Service Provider shall
maintain during the life of this Agreement for all of the Service Provider'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 Service Provider 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 Service Provider 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.
Official Purchasing Document
Last updated 10/2017
RFP 8859 CM/GC Services for Willow Street Improvements Page 33 of 33
EXHIBIT
CONFIDENTIALITY
IN CONNECTION WITH SERVICES provided to the City of Fort Collins (the “City”) pursuant to
this Agreement (the “Agreement”), the Service Provider 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 Service Provider has agreed to perform, the Service Provider 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 Service Provider
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 Service Provider shall not disclose any such information to any person not having a legitimate
need-to-know for purposes authorized by the City. Further, the Service Provider 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 Service Provider 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 Service Provider 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 Service Provider ceases to perform services for the City, or the City so
requests for any reason, the Service Provider 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 Service Provider understands and agrees that the City’s remedies at law for a breach of the
Service Provider’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.
ATTACHMENT 1
STANDARD GREY CONCRETE BUS
STOP WITH DECORATIVE SCORING
BOULDER
FEATURE
WILLOW STREET
B
NSF RR
COLLEGE AVENUE
L4.7
4
1
12
20
21
24
9
8
19
2
3
4
10
11
18
23
13 14
15
5 6 7
17
16
22
3'
2'-8"
2'-6"
2'
5'-3"
11'-5"
BOULDER,
TYP.
L4.7
3
15'-7" 6' 20'-11"
6'-5"
15'-5"
MATCHLINE
0' 7.5' 15' 30'
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
NORTH
STA 1+00 TO STA 4+50
1201-012-08
L1.0
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
PREPARED FOR
PROJECT NUMBER:
CO
'MOCHA' COLORED
CONCRETE DRIVE, TYP.
TREE GRATE - TYPE 1, TYP.
PEDESTRIAN
LIGHT, TYP.
TREE GRATE - TYPE 1,
FIELD FIT AROUND
EXISTING TREE,
ALIGN FRONT EDGES
STANDARD GREY CONCRETE BUS
STOP WITH DECORATIVE SCORING
(3) BOLLARDS
SALVAGED BENCH
(2) FENCE PANELS
(4) PLANTER POTS - TYPE 2
(2) BIKE RACKS
EXISTING STREET
LIGHT, TO REMAIN
EXISTING SIDEWALK
CONNECTIONS
EXISTING DRIVEWAY TO
NORTHSIDE AZTLAN
COMMUNITY CENTER
SALVAGED PEDESTRIAN LIGHT
WILLOW STREET
SITE PLAN
ENLARGEMENT, NW
WILLOW AT AZTLAN
L1.4
1
SITE PLAN
ENLARGEMENT, NE
WILLOW AT AZTLAN
L1.5
1
SITE PLAN ENLARGEMENT,
WILLOW STREET
LOFTS
NORTHSIDE AZTLAN
COMMUNITY CENTER
UNION PACIFIC
223 WILLOW STREET
DEVELOPMENT
B
NSF RR
L4.3
1
L4.1
3
L4.1
2
L4.4
1
L4.5
1
L4.7
X
L4.3
2
CO
CO
E E E
SS SS SS
N
YLOPLAST
DO NOT POLLUTE
DRAINS TO
WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
UD
E
E
WILLOW ST.
WILLOW ST.
PINE STREET
PINE STREET.
PINE STREET.
PINE STREET.
'MOCHA' COLORED
CONCRETE DRIVE, TYP.
TREE GRATE -
TYPE 1, TYP.
PEDESTRIAN
LIGHT, TYP.
EXISTING HARDSCAPE & TREE
GRATES TO REMAIN, TYP.
PEDESTRIAN LIGHT , FIELD
LOCATE EXISTING ELECTRICAL
STUB, ALIGN LIGHT BASE WITH
EXISTING SCORE JOINTS
TREE GRATE -
TYPE 1, TYP.
PEDESTRIAN
LIGHT, TYP.
BRICK MILL
RACE, TYP.
DOWN SPOUT
CHASE WITH
TRENCH GRATE
BRICK MILL
RACE, TYP.
DOWN SPOUT CHASE W/
TRENCH GRATE, TYP.
CONCRETE SIDEWALK
PLANTER POTS PER
223 WILLOW STREET
DEVELOPMENT, TYP.
WILLOW STREET
PINE STREET
SITE PLAN
ENLARGEMENT, SW
WILLOW AND PINE
L1.5
2
SITE PLAN ENLARGEMENT,
NW WILLOW AND PINE
L1.6
1
LINDEN ST.
WILLOW ST.
EXISTING HARDSCAPE & TREE
GRATES TO REMAIN, TYP.
'MOCHA' COLORED
CONCRETE DRIVE, TYP.
BIKE RACK
BRICK MILL RACE, TYP.
WILLOW STREET
LINDEN STREET
LINDEN & WILLOW CORNER
SITE PLAN ENLARGEMENT
L1.7
1
GINGER & BAKER
CONFLUENCE
DEVELOPMENT
WOLVERINE FARM
PUBLISHING 320 WILLOW ST.
310 WILLOW ST.
311 LINDEN STREET
L4.1
3
TREE GRATE - TYPE 1
L4.3
1
L4.5 PED LIGHT
1
L4.5
1
L4.5
PEDESTRIAN LIGHT, ALIGN LIGHT 1
BASE WITH EXISTING SCORE JOINTS
LX.X
X
(2) PLANTER POTS - TYPE 2,
FIELD LOCATED IRRIGATION
STUBS, POSITION PLANTER
POTS AS SHOWN
L4.1
2
L4.1
2
PEDESTRIAN LIGHT, FIELD LOCATE
EXISTING ELECTRICAL STUB, CENTER
LIGHT BASE BETWEEN PLANTER POTS
PEDESTRIAN LIGHT, FIELD
LOCATE EXISTING ELECTRICAL
STUB, ALIGN LIGHT BASE WITH
EXISTING SCORE JOINTS
(2) PLANTER POTS - TYPE 2,
FIELD LOCATED IRRIGATION
STUBS, CENTER PLANTER
POTS IN CONCRETE
L4.3 (2) BIKE RACK
1
WILLOW STREET
PLAZA LIMITS OF
CONSTRUCTION
LX.X
TREE GRATE - TYPE 2, TYP.
EXISTING CONCRETE WALK
INTERLOCKING PAVERS - TYPE 1
9" CONCRETE BAND
9" CONCRETE BAND PA
INTERLOCKING PAVERS - TYPE 2
ADA RAMP,
RE: CIVIL
6" CONCRETE CURB
CONCRETE CHASE
WILLOW STREET
L4.2
1
L4.0
4
L4.0
4
0' 2.5' 05' 10'
NORTH
1 SCALE: NW WILLOW 1"=10'-0" AT AZTLAN - SITE PLAN ENLARGEMENT
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
1201-012-08
L1.4
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
SITE PLAN ENLARGEMENT
MCS
MCS
01/15/19
PA
PA
(1) TRASH, (1)
RECYCLING,
(2) BOLLARDS SEE SPECS.
BENCH - TYPE 1
(1) FENCE PANEL,
CENTER IN
CONCRETE BAND
9" CONCRETE BAND
PEDESTRIAN LIGHT
STANDARD GREY
CONCRETE BUS
STOP WITH
DECORATIVE
SCORING
ADA RAMP, 6" CONCRETE CURB
RE: CIVIL CONCRETE CHASE
METAL GRATE
OVER OPEN
CHASE, RE: CIVIL
BRICK MILL RACE
WILLOW STREET
L4.6
2
L4.4
1
L4.5
1
L4.3
2
L4.7
2
X
X
E E
E E E
WILLOW ST.
PINE STREET.
PA
PA PA
PA
9" CONCRETE BAND
BENCH - TYPE 1, ON
GREY CONCRETE
9" CONCRETE
BAND, TYP.
STRING LIGHTS,
TYP.
12" CONCRETE BAND
INTERLOCKING
PAVERS - TYPE 1
(2) PLANTER POTS -
TYPE 1, ON GREY
CONCRETE
STREET LIGHT,
RE: CIVIL
(3) STRING LIGHT
POSTS, CENTER
POSTS IN CONCRETE
WILLOW ST.
PINE STREET.
PA
PA
PA
INTERLOCKING
PAVERS - TYPE 1
9" CONCRETE
BAND, TYP.
(3) PLANTER POTS
- TYPE 2, ON
GREY CONCRETE
6" CONCRETE CURB
CONCRETE CHASE
CONCRETE
SEAT WALL, W/
FORMLINER ON
EXPOSED
VERTICAL FACES
METAL GRATE
ON CONCRETE
DOWN SPOUT CHASE
WITH TRENCH GRATE
(2) PLANTER
POTS - TYPE 1,
ON GREY
CONCRETE
(1) STRING
LIGHT POST
METAL GRATE
OVER OPEN
CHASE, RE: CIVIL
(1) STRING
LIGHT POST
(4) STRING LIGHT
POSTS, CENTER
POSTS IN CONCRETE
BAND, TYP.
ADA RAMP,
RE: CIVIL
STANDARD GREY
RAISED CROSS WALK
AND STRIPING, RE: CIVIL
BRICK MILL RACE PA
(1) BOLLARD
WILLOW STREET
PINE STREET
STRING LIGHTS
RE: CIVIL FOR
IMPROVEMENTS
3/L4.8
4/L4.8
2/L4.8
L4.6
3
(1) - TYPE 1
STRING LIGHT
POST BASE
L4.7
2
LINDEN ST.
WILLOW ST.
THICKENED EDGE
ADJACENT PAVERS, TYP.
PA
PA
PA
PA
PA
PA
TREE GRATE - TYPE 2,
FIELD FIT AROUND
EXISTING TREE
(1) PLANTER POTS - TYPE
1, ON GREY CONCRETE
CONCRETE
SEAT WALL,
W/ FORMLINER
ON EXPOSED
VERTICAL
FACES
NDEN STREET
WILLOW STREET
LINDEN STREET
OVERHEAD STRING LIGHT, TYP.
INTERLOCKING
PAVERS - TYPE 2
SCULPTURAL COLUMNS W/
CONCRETE FOOTINGS,
5 TOTAL.; RE: ARTIST
PLANTER POT
- TYPE 1
ADA RAMP,
RE: CIVIL
SANDBLASTED & STAINED
STREET NAME, TYP.
LIGHT TUBE LAYOUT
& DETAILING
CENTERED IN
CONCRETE BAND
9"
4'
EQ
C
L
4'
9"
4'
9"
4'
L4.6
3
1 PAIR - TYPE 1 STRING
LIGHT POST BASE
L4.6
3
1 PAIR - TYPE 1 STRING
LIGHT POST BASE,
WALL MOUNTED
L4.6
CO
TREE GRATE - TYPE 1
= 5+94.47
43'-10" 21'
6'
7'-4"
7'
5'
7' 22' TYP.
TYP.
3' 7'
3' 7'
24'
DIVIDE INTO 4
12'
DIVIDE INTO 2
5'
8' TYP.
7' 7' 7'-6" 7'-6"
24'
DIVIDE INTO 4
WILLOW STREET
LAYOUT PLAN
ENLARGEMENT, NW
WILLOW AT AZTLAN
L2.4
1
LAYOUT PLAN
ENLARGEMENT, NE
WILLOW AT AZTLAN
L2.5
1
WILLOW STREET
LOFTS
NORTHSIDE AZTLAN
COMMUNITY CENTER
UNION PACIFIC
223 WILLOW STREET
DEVELOPMENT
B
NSF RR
TREE GRATE - TYPE 1
= 7+72.35
TREE GRATE - TYPE 1
= 7+49.34
TREE GRATE - TYPE 1
= 7+27.34
TREE GRATE - TYPE 1
= 7+76.53
TREE GRATE - TYPE 1
= 7+25.53
TREE GRATE - TYPE 1
= 6+71.80
TREE GRATE - TYPE 1
= 6+31.47
PED LIGHT
= 7+50.98
PED LIGHT
= 8+01.98
0' 7.5' 15' 30'
CO
CO
E E
SS SS
SS
N
YLOPLAST
DO NOT POLLUTE
DRAINS TO
WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
UD
E
WILLOW ST.
WILLOW ST.
PINE STREET
PINE STREET.
PINE STREET.
PINE STREET.
15'
DIVIDE INTO 2
20'
DIVIDE INTO 3 EQ.
5'
5'
5'
5'
8' TYP.
7'
TYP.
DIVIDE INTO 4 28'-8" 37' 15'-5" 48'
8'-2"
15'-01
2"
DIVIDE
INTO 2 15'-1
1
2"
20' 37'-6" 13'-1
1
2"
DIVIDE
WILLOW STREET
LAYOUT PLAN ENLARGEMENT,
SW WILLOW AND PINE
L2.5
2
LAYOUT PLAN ENLARGEMENT,
NW WILLOW AND PINE
L2.6
1 LAYOUT PLAN ENLARGEMENT,
NE WILLOW AND PINE
L2.6
2
308 WILLOW ST. 310 WILLOW ST.
INTERSTATE ALL
BAS BLEU THEATRE BATTERIES CENTER
223 WILLOW STREET
DEVELOPMENT
LINDEN ST.
WILLOW ST.
5'
7'
TYP.
12'
DIVIDE
INTO
2 EQ. 29'-10" 25'
15'-21
2"
12'
DIVIDE
INTO 2 14'-01
2"
WILLOW STREET
LINDEN STREET
LINDEN & WILLOW CORNER
LAYOUT PLAN ENLARGEMENT
L2.7
1
GINGER & BAKER
CONFLUENCE
DEVELOPMENT
WOLVERINE FARM
PUBLISHING 320 WILLOW ST.
310 WILLOW ST.
311 LINDEN STREET
TREE GRATE - TYPE 1
= 12+01.77
PED LIGHT
= 12+26.46
PED LIGHT
= 12+22.93
PED LIGHT
= 13+10.24
PED LIGHT
= 13+73.11
8' TYP.
MATCHLINE
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
1201-012-08
L2.3
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
WILLOW STREET
STREET LIGHT
= 6+53.70
TREE GRATE - TYPE 1
= 6+23.61
TREE GRATE - TYPE 1
= 5+95.64
TREE GRATE - TYPE 1
= 5+77.55
TREE GRATE - TYPE 1
= 5+59.65
1 SCALE: NW WILLOW 1"=10'-0" AT AZTLAN - LAYOUT PLAN ENLARGEMENT
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
1201-012-08
L2.4
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
LAYOUT PLAN ENLARGEMENT
MCS
MCS
0' 2.5' 05' 10'
NORTH
01/15/19
WILLOW STREET
E E
E E E
WILLOW ST.
PINE STREET.
WILLOW STREET
STREET LIGHT
= 9+16.91
1 SCALE: NE WILLOW 1"=10'-0" AT AZTLAN - LAYOUT PLAN ENLARGEMENT
2 SCALE: SW WILLOW 1"=10'-0" AND PINE - LAYOUT PLAN ENLARGEMENT
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
1201-012-08
L2.5
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
LAYOUT PLAN ENLARGEMENTS
MCS
MCS
0' 2.5' 05' 10'
NORTH
01/15/19
WILLOW ST.
PINE STREET.
WILLOW STREET
PINE STREET
PINE STREET
PINE STREET
1 SCALE: NW WILLOW 1"=10'-0" AND PINE - LAYOUT PLAN ENLARGEMENT
2 SCALE: NE WILLOW 1"=10'-0" AND PINE - LAYOUT PLAN ENLARGEMENT
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
1201-012-08
L2.6
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
LAYOUT PLAN ENLARGEMENTS
MCS
MCS
0' 2.5' 05' 10'
NORTH
01/15/19
LINDEN ST.
WILLOW ST.
WILLOW STREET
LINDEN STREET
N: 132185.78
E: 195865.57
N: 132182.58
E: 195882.98
N: 132211.31
E: 195837.67
N: 132256.12
E: 195816.57
N: 132177.42
E: 195858.90
CNTR. ART BASE
CNTR. ART BASE
CNTR. ART BASE
CNTR. ART BASE
CNTR. ART BASE
TREE GRATE - TYPE 2
= 13+00.23
11'
3'-2"
3'-9"
9" 10'
9"
10'
9"
12"
9"
12"
CONFLUENCE
DEVELOPMENT
320 WILLOW
STREET
2'-9"
1'-5"
8'
4"
4'
1'-6"
2'-6"
O.C.
51'-8
1
2
"
44'-9"
11'-3"
19'-5" 8'-9"
9"
4'
9"
3'
4'
9"
1'-4"
1'-7"
4'
MIN.
41'-3"
4'
14'-3"
90°
70°
44°
14'-6"
61°
120°
24"
145°
59°
113°
133°
135°
123°
13'-7"
1'-6"
119°
122°
126°
122°
104°
10'-10"
18'-0"
4'
5'-8"
7'-6"
20'-4"
16'-0"
17'-10"
2'-6"
8'-1"
120°
9"
3'-8"
137°
8'
7'-3" 5'-9"
9"
5'-4
1
2
"
10'-6"
3'-6"
7'
123°
137°
12'-2
1
2
"
25'
18'-8"
16'-9
1
2
"
13'-6"
CO
WILLOW STREET
LANDSCAPE PLAN
ENLARGEMENT, NW
WILLOW AT AZTLAN
L3.4
1 LANDSCAPE PLANENLARGEMENT,
NE WILLOW AT AZTLAN
L3.5
1
WILLOW STREET
LOFTS
NORTHSIDE AZTLAN
COMMUNITY CENTER
UNION PACIFIC
223 WILLOW STREET
DEVELOPMENT
0' 15' 30' 60'
NORTH
MATCHLINE
MATCHLINE
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1201-012-08
L3.1
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
LANDSCAPE PLAN
MCS
MCS
STA 4+50 TO STA 8+00
01/15/19
CO
CO
E E
SS SS SS
N
YLOPLAST
DO NOT POLLUTE
DRAINS TO
WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
UD
E
WILLOW ST.
WILLOW ST.
PINE STREET
PINE STREET.
PINE STREET.
PINE STREET.
WILLOW STREET
PINE STREET
LANDSCAPE PLAN
ENLARGEMENT, SW
WILLOW AND PINE
L3.5
2
LANDSCAPE PLAN
ENLARGEMENT, NW
WILLOW AND PINE
L3.6
1
LANDSCAPE PLAN ENLARGEMENT,
NE WILLOW AND PINE
L3.6
2
308 WILLOW ST. 310 WILLOW ST.
INTERSTATE ALL
BAS BLEU THEATRE BATTERIES CENTER
223 WILLOW STREET
DEVELOPMENT
311 LINDEN STREET
0' 15' 30' 60'
NORTH
MATCHLINE
MATCHLINE
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1201-012-08
L3.2
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
LINDEN ST.
WILLOW ST.
WILLOW STREET
LINDEN STREET
LANDSCAPE PLAN ENLARGEMENT,
WILLOW AND LINDEN
L3.7
1
GINGER AND
BAKER
CONFLUENCE
DEVELOPMENT
WOLVERINE FARM
PUBLISHING 320 WILLOW ST.
311 LINDEN STREET
0' 15' 30' 60'
NORTH MATCHLINE
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1201-012-08
L3.3
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
LANDSCAPE PLAN
MCS STA 11+50 TO STA 14+50
MCS
01/15/19
WILLOW STREET
0' 5' 10' 20'
NORTH
1 SCALE: NW WILLOW 1"=10'-0" AT AZTLAN - LANDSCAPE PLAN
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1201-012-08
L3.4
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
LANDSCAPE PLAN ENLARGEMENT
MCS
MCS
01/15/19
WILLOW STREET
E E
E E E
WILLOW ST.
PINE STREET.
WILLOW STREET
0' 5' 10' 20'
NORTH
1 SCALE: NE WILLOW 1"=10'-0" AT AZTLAN - SITE PLAN
2 SCALE: SW WILLOW 1"=10'-0" AND PINE - LANDSCAPE PLAN
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1201-012-08
L3.5
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
LANDSCAPE PLAN ENLARGEMENTS
MCS
MCS
01/15/19
WILLOW ST.
PINE STREET.
WILLOW STREET
PINE STREET
PINE STREET
WILLOW STREET
PINE STREET
0' 5' 10' 20'
NORTH
1 SCALE: NW WILLOW 1"=10'-0" AND PINE - LANDSCAPE PLAN
2 SCALE: NE WILLOW 1"=10'-0" AND PINE - LANDSCAPE PLAN
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1201-012-08
L3.6
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
LANDSCAPE PLAN ENLARGEMENTS
MCS
MCS
01/15/19
LINDEN ST.
WILLOW ST.
WILLOW STREET
LINDEN STREET
0' 5' 10' 20'
NORTH
1 SCALE: WILLOW 1"=AND 10'-0" LINDEN - LANDSCAPE PLAN
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1201-012-08
L3.7
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
LANDSCAPE PLAN ENLARGEMENT
MCS
MCS
01/15/19
Key Botanical Name Common Name Size at Root Spacing Quantity
Planting
DECIDUOUS CANOPY TREES
GL SK Gleditsia triacanthos inermis Skyline Skyline Honeylocust 3" Cal. BB See Plan
GY ES Gymnocladus dioica 'Espresso' Espresso Kentucky Coffee Tree 3" Cal. BB See Plan
QU MU Quercus muehlenbergii Chinkapin Oak 3" Cal. BB See Plan
QU SK Quercus robur 'Pyramich' Skymaster English Oak 3" Cal. BB See Plan
UL AC Ulmus 'Accolade' Accolade Elm 3" Cal. BB See Plan
ORNAMENTAL TREES
AC TA Acer tataricum 'Hot Wings' Hot Wings Tatarian Maple 2" Cal. BB See Plan
PY CH Pyrus calleryana Chanticleer Chanticleer Pear 2" Cal. BB See Plan
MA AD Malus x adstringens 'Durleo' Gladiator Crabapple 2" Cal. BB See Plan
EVERGREEN SHRUBS
JU BC Juniperus horizontalis 'Blude Chip' Blue Chip Juniper 5 Gal. Cont. See Plan
JU BU Juniperus sabina 'Broadmoor' Broadmoor Juniper 5 Gal. Cont. See Plan
DECIDUOUS SHRUBS
CO IS Cornus stolonifera 'Isanti' Isanti Dogwood 5 Gal. Cont. See Plan
LI LO Ligustrum vulgare 'Lodense' Lodense Privet 5 Gal. Cont. See Plan
LO AR Lonicera tatarica 'Arnold's Red' Arnold's Red Honeysuckle 5 Gal Cont. See Plan
LO XY Lonicera x xylosteoides 'Emerald Mound' Emerald Mound Honeysuckle 5 Gal. Cont. See Plan
PR PB Prunus besseyi 'Pawnee Buttes' Creeping Western Sandcherry 5 Gal. Cont. See Plan
SP FL Spiraea x 'Flowering Choice' Flowering Choice Spirea 5 Gal. Cont. See Plan
SP FR Spireas japonica 'Froebelii' Froebel Spirea 5 Gal. Cont. See Plan
SP GO Spiraea japonica 'Goldflame' Goldflame Spirea 5 Gal. Cont. See Plan
SP NF Spiraea japonica 'Neon Flash Neon Flash Spirea 5 Gal. Cont. See Plan
PH SN Philadelphus x 'Snowbelle' Snowbelle Mockorange 5 Gal. Cont. See Plan
RH CO Rhamnus frangula 'Columnaris' Tall Hedge Buckthorn 5 Gal. Cont. See Plan
PO FR Potentilla fruticosa 'Klondike' Klondike Potentilla 5 Gal. Cont. See Plan
ORNAMENTAL GRASSES
CA KF Calamagrostis acutiflora Karl Forester Feather Reed Grass 1 Gal. Cont. See Plan
FE EB Festuca glauca 'Elijah Blue' Elijah Blue Fescue 1 Gal. Cont. See Plan
HE SE Helictotrichon sempervirens Blue Avena Grass 1 Gal. Cont. See Plan
PA HM Panicum virgatum 'Heavy Metal' Blue Switchgrass 1 Gal. Cont. See Plan
PE LB Pennisetum alopecuroides Miniature Fountain Grass 1 Gal. Cont. See Plan
SP HE Sporobolus heterolepis Prairie Dropseed 1 Gal. Cont. See Plan
PERENNIALS, GROUNDCOVERS, & VINES
AG CO Agastache surantiaca 'Coronado' Coronado Hyssop 1 Gal. Cont. See Plan
CE PL Ceratostigma plumbaginoides Plumbago 1 Gal. Cont. See Plan
OE CA Oenothera caespitosa marginata White Evening Primrose 1 Gal. Cont. See Plan
OE MA Oenothera macrocarpa Missouri Evening Primrose 1 Gal. Cont. See Plan
PLANT LIST
1. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED
BETWEEN TREES/SHRUBS AND UTILITIES:
1.1. 40 FEET BETWEEN CANOPY TREES AND STREET
LIGHTS
1.2. 15 FEET BETWEEN ORNAMENTAL TREES AND
STREETLIGHTS
1.3. 10 FEET BETWEEN TREES AND PUBLIC WATER AND
SANITARY AND STORM SEWER LINES
1.4. 6 FEET BETWEEN TREES AND WATER AND
SANITARY SERVICE LINES
1.5. 4 FEET BETWEEN TREES AND GAS LINES
1.6. 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND
SANITARY AND STORM SEWER LINES
2. FIELD LOCATE UTILITIES PRIOR TO PLANTING.
3. TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS
REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE
CONSERVED FOR LATER USE ON AREAS REQUIRING
REVEGETATION AND LANDSCAPING.
EXISTING TREES
36" TO 48"
6' MIN.
2 TIMES ROOTBALL DIA.
MULCH PER PLAN
SPECIFIED BACKFILL MATERIAL,
WATER AND TAMP TO REMOVE
AIR POCKETS
CONSTRUCT WATERING RING
AROUND SHRUB AT EDGE OF
PLANTING PIT TO CONTAIN
WATER TO A DEPTH OF 2"
2X ROOTBALL DIAMETER
SCARIFY SIDES AND BOTTOM
GENERAL TREE PLANTING NOTES
1. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME
INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL
BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.
2. MARK NORTH SIDE OF THE TREE IN THE NURSERY AND ROTATE TREE TO FACE NORTH AT THE SITE
WHENEVER POSSIBLE. TREES WHOSE NORTH ORIENTATION IS NOT CHANGED FROM THE NURSERY DO NOT
NEED TO BE WRAPPED, EXCEPT TREES WITH VERY THIN BARK.
3. EACH TREE SHALL BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL.
DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL.
4. SET TOP OF ROOT BALL FLUSH WITH GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS.
5. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK.
6. IN SEEDED AREAS, HOLD SEED BACK TO A MINIMUM 36" DIA. CIRCLE. FORM A 4" HIGH EARTH SAUCER
BEYOND EDGE OF ROOT BALL. MULCH PLANTING PIT.
1" WIDE FABRIC WEBBING WITH GROMMETS &
GALVANIZED WIRE OR CABLE, TWIST WIRE TO
TIGHTEN.
BREATHABLE PAPER OF FABRIC TREE WRAP
APPLIED FROM TRUNK FLARE TO FIRST
BRANCH. WRAP PAPER FROM BOTTOM UP
WITH SUFFICIENT OVERLAP TO COVER BARK.
USE MASKING TAPE TO SECURE.
ADJUST TREE STAKE SO THAT TOP IS
LEVEL WITH, OR JUST BELOW, FIRST
BRANCHES. TREE STAKES TO BE
DRIVEN OUTSIDE OF ROOT BALL.
INSTALL 3' DIA. CEDAR WOOD
MULCH RING AROUND BASE TO
A DEPTH OF 4".
BACKFILL MATERIAL
REMOVE TWINE, ROPE, WIRE, AND
BURLAP FROM ENTIRE ROOT BALL.
TAMP SOIL AROUND ROOT BALL BASE
FIRMLY WITH FOOT PRESSURE SO
THAT ROOT BALL DOES NOT SHIFT
UNEXCAVATED OR COMPACTED
MOUND UNDER THE ROOT BALL
TO PREVENT SETTLING.
PROVIDE FERTILIZER
PACKETS
PLANT ROOT BALL
SLIGHTLY ABOVE GRADE
6" RADIUS AROUND
PERENNIALS AND
ORNAMENTAL GRASSES
TO BE MULCHED USING
WOOD MULCH TO ALLOW
FOR PLANT GROWTH
SEE CIVIL DRAWINGS FOR
SUBGRADE PREP
TOOLED SCORE JOINTS,
DEPTH:1/3 CONCRETE
THICKNESS, MIN. 1/2" RADIUS
EDGE; SEE LAYOUT PLAN
FOR LOCATIONS
1/4"
EXPANSION JOINT; MIN.
1/2" WIDE; FULL DEPTH;
1/2" RADIUS EDGE
EXPANSION JOINT CONTRACTION JOINT
6" SIDEWALKS,
8" DRIVEWAYS
COMPACTED
SUBGRADE (95 S.P.D.)
1/2" DIA. x 18" SMOOTH
DOWEL BREAK BOND ONE
END ONLY @ 24" O.C.;
EXPANSION JOINT; 1/2"
WIDE; FULL DEPTH
1'-6"
9"
CONCRETE PAVEMENT
6" SIDWALKS,
8" DRIVEWAYS
SEE CIVIL DRAWINGS
FOR SUBGRADE PREP
6" SIDWALKS,
8" DRIVEWAYS
MEDIUM BROOM FINISH; PERPENDICULAR TO THE
DIRECTION OF TRAVEL UNLESS OTHERWISE NOTED
1'
8"
(2) #4 REBAR CONTINUOUS, 2"
CLEAR TYP.
PLANTING AREA, HOLD PLANTING SOIL
1/2" BELOW FINISH SURFACE OF
CONCRETE; RE: LANDSCAPE PLAN
FOR TYPE AND LOCATION
1/2" RADIUS ON EXPOSED EDGES
6"
INTERLOCKING PAVERS
CAST IN PLACE CONCRETE HEADER, SHALL BE POURED
MONOLITHICALLY WITH CONCRETE THAT IS PLACED BENEATH
INTERLOCKING PAVERS, TYP. PROVIDE 1/4" RADIUS AT TOP
EDGES. SLOPE TOP SURFACE PER GRADING PLANS, TYP.
COMPACTED SUBGRADE, RE: GEOTECH REPORT
PROVIDE 1/2" EXPANSION MATERIAL, CAULK JOINT
TO MATCH CONCRETE ADJACENT BUILDING OR WALL
83
8"
BUILDING, CONCRETE WALLS OR LANDSCAPE
FORM STAKE HOLES TO REMAIN AT 4'
O.C. ON LOW END OF CONCRETE, TYP.
12"SQ. FILTER FABRIC AT WEEPS, EXTEND UP FACE
OF CONCRETE CURB, BUT HOLD FABRIC DOWN
APPROX. 2" BELOW FG
SLOPE PER
GRADING
2" 2" 3"
NOTES:
1. REFER TO IRRIGATION DRAWINGS FOR LOCATIONS, DEPTHS ALIGNMENT OF IRRIGATION SLEEVES FEEDING THESE PLANTER POTS.
2. OWNER'S REP. SHALL VERIFY PLANTER POT LOCATION AND ORIENTATION OF DRAINAGE HOLE PRIOR TO FINAL PLACEMENT OF
PLANTER POT.
3. CONTRACTOR SHALL PROVIDE PLANTER POT DETAIL TO MANUFACTURER SO THAT DRAINAGE HOLE AND IRRIGATION LINE HOLE CAN
BE CAST CORRECTLY. FIELD DRILLING PLANTER POT WILL NOT BE ALLOWED.
PLANTERS BACKFILL SHALL CONSIST OF A COMMERCIALLY
AVAILABLE MIX CONSISTING OF POTTING SOIL AND COMPOST. HAND
TAMP AND HOLD FINISHED SURFACE DOWN 3" FROM TOP OF PLANTER
CONCRETE PLANTER POT, RE: SPECIFICATIONS FOR TYPE / FINISH
SEE SITE PLAN FOR LOCATIONS AND QTY. ORDER PLANTERS WITH 3"
DIA. FACTORY CAST DRAINAGE & IRRIGATION PIPE SUPPLY HOLES.
PLACE WEED BARRIER FABRIC BETWEEN PLANTER BACKFILL AND
ROCK DRAINAGE LAYER. EXTEND UP THE INSIDE FACE OF PLANTER
A MINIMUM OF 12", BUT HOLD DOWN APPROX. 4" FROM TOP OF
PLANTER.
SANDWICH A 4"d. LAYER OF WASHED, 3
4" AGGREGATE BETWEEN 3
LAYERS OF WEED BARRIER
6"d. CONC. WALK, RE: SITE PLAN
PROVIDE A 6" BLOCKOUT IN CONC. WALK TO ALLOW FOR
IRRIGATION PIPING ACCESS
6"
IRRIGATION PIPING, RE: IRRIGATION DRAWINGS
DRIANAGE HOLE SHALL BE CAST BY MANUFACTURER INTO ONE (1)
SIDE OF THE PLANTER POT. INSTALL/PLACE PLANTER POT SO THAT
DRAINAGE HOLE IS LOCATED NEAREST ADJACENT LANDSCAPING
(ON THE DOWNHILL SIDE OF THE SLOPING SIDEWALK)
COMPACTED AGGREGATE BASE COURSE
COMPACTED SUBGRADE, RE: GEO-TECH
3"
NOTES:
1. REFER TO SITE AND LAYOUT PLANS
FOR LOCATIONS OF TREE GRATES.
FLUSH
4' 6"
TREE ABOVE, TYP.
CURB
PROVIDE (3) TOOLED JOINTS BETWEEN
GRATE AND CURB, AS SHOWN
TREE GRATE, TYP.
6"
HOLD WIRE/PVC 6" MIN. FROM EDGE OF
GRATE ON SIDE OF SIDEWALK THAT
ACCOMMODATES PEDESTRIAN TRAFFIC
ORNAMENTAL OR DECIDUOUS SHADE
TREE, RE: LANDSCAPE PLANS
PROVIDE 1/2" DIA. WHITE PVC
AROUND WIRE, 3" MAX. OF WIRE
MAY BE EXPOSED ON EACH END
TRUNK FLARE (LOCATED AT TOP OF
ROOTBALL) SHALL BE HELD 3" DOWN
FROM TOP SURFACE OF TREE GRATE
TREE GRATE, INSTALL TREE GRATE
PER MANUFACTURER'S
RECOMMENDATIONS RE: SPECS
FILL AREA BETWEEN TOP OF ROOT
BALL/TOP OF SOIL AND BOTTOM OF TREE
GRATE WITH 3/8" PEA GRAVEL PLACED
CUSTOM PAVER TREE GRATE AND
FRAME, EXTEND GRATE PAVERS AND
FRAME BEYOND EDGE OF TRIM RING PER
MANUF. SPECIFICATIONS
IRONSMITH PAVER-GRATE ASSEMBLY,
INSTALL PER MANUF.
IRONSMITH 24" SQUARE
TREE INSERT W/ TRIM RING
L4.0 INTERLOCKING PAVERS - TYPE 2
TREE PLANTING 4
L3.9
1
FLUSH, TYP.
FABRIC GRATING, PER MANF.
PROVIDE SAND OVER FABRIC GRATE AS
NEEDED FOR LEVELING
APPX. THICKNESS OF
SAND LEVELING COURSE
GRATE PAVERS, RANDOMLY
SUBSTITUTE PAVER GRATES FOR
INTERLOCKING PAVERS AROUND
AND ADJACENT CUSTOM PAVER
TREE GRATE, SEE PLANS FOR
DESIGN INTENT
L4.1
1
PAVER GRATE FRAME
SECTION
LIMITS OF IRONSMITH PAVER-GRATE
ASSEMBLY BELOW PAVERS
IRONSMITH 24" SQUARE TREE
INSERT W/ TRIM RING
GRATE PAVERS, TYP.
L4.1
1
CUSTOM PAVER TREE
GRATE AND FRAME
PLAN VIEW
ELECTRICAL BOX, EXACT LOCATION
TO BE DETERMINED BY OWNER'S REP.
1 SCALE: TREE GRATE 1/2" = 1'-- 0" TYPE 2
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1201-012-08
L4.2
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NOTES:
1. STEEL CONNECTIONS SHALL BE MADE WITH A 3/16" CONTINUOUS FILLET WELD. GRIND WELDS
SMOOTH LEAVING NO BURRS OR SHARP EDGES.
2. FABRICATOR/CONTRACTOR TO SUBMIT COLOR SAMPLES OF PROPOSED POWDERCOAT/PAINT
COLORS TO OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO FABRICATION
OF BENCH.
3. FABRICATOR/CONTRACTOR TO SUBMIT MATERIAL SAMPLES OF PROPOSED STEEL
PIPES/WASHERS/BOLTS/NUTS TO OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL
PRIOR TO FABRICATION OF BENCH. 1" DIA. HEX BOLT HEAD SHALL BE SIZE OF BOLT HEAD,
APPX. 5/8" NOMINAL DIA.
4. DETAILED AND DIMENSIONED SHOP DRAWINGS (INCLUDING THICKNESS, DIMENSIONS,
MATERIALS, AND PROPOSED GRADES OF METAL) SHALL BE PROVIDED BY
FABRICATOR/CONTRACTOR TO OWNER'S REPRESENTATIVE TO REVIEW AND APPROVE PRIOR
TO FABRICATION.
5. FABRICATOR/CONTRACTOR TO PROVIDE (1) NON-POWDERCOATED/NON-PAINTED FULL SIZE
BENCH WITH INSTALLED SANDSTONE SEATS FOR OWNER'S REPRESENTATIVE TO REVIEW AND
APPROVE PRIOR TO FABRICATION OF THE REST OF THE BENCHES.
6. WASHER DIA. (FOR 1" DIA. HEX BOLT HEAD) SHALL BE 1-1/4". THREADS OF HEX BOLT SHALL BE
SAWN OFF FLUSH WITH OUTSIDE EDGE OF NUT.
7. REFER TO SITE & LAYOUT PLANS FOR LOCATIONS OF BENCH.
8. BENCH SHALL BE INSTALLED SO THAT TOP SURFACE IS LEVEL, TYP.
9. HEX BOLT HEAD WITH NUTS AND WASHERS SHALL BE TAMPER RESISTANT, TYP.
10. SEE STRUCTURAL NOTES, DETAIL 7 SHEET LD-08.
11. CONCRETE SLAB SHALL BE 8" THICK AT BENCH LOCATIONS, TYP.
FRONT ELEVATION
1'-6"
6"
11
2"
61
2" 2" 3"
6"
1
4"
33
4"
4.16" x 4.06" x .345" THICK (W4 x 13) STEEL "I" BEAM. POWDERCOAT RAL # 7013.
(2) STAINED FACE BUFF SANDSTONE SEATS, SAW CUT TOP,
BOTTOM, FRONT, BACK, AND SIDE EDGES. PROVIDE 3/4" X 45
DEGREE CHAMFER ON TOP SIDES UNLESS OTHERWISE NOTED.
.840" O.D. STEEL PIPE (.294 WALL THICKNESS) WITH 1/4" THICK FLATTENED ENDS, TYP. CAP ENDS
OF PIPE WITH 1/4" THICK STEEL. FABRICATOR SHALL ATTACH PIPES TO STEEL BLADES USING 1"
DIA. HEX BOLT CAPS/NUTS WITH WASHERS PAINTED TO MATCH STEEL "I" BEAM., TIGHTEN BOLTS
SO THAT PIPES DO NOT MOVE. STEEL PIPES SHALL BE POWDERCOATED TO MATCH STEEL "I"
BEAM.
1/4" THICK STEEL SHACKLE. PROVIDE 1/4" RADIUS ON TOP EDGES AND WELD TO
STEEL MOUNTING PLATE. POWDERCOAT RAL # 7006.
STEEL FLANGE, 1/4" THICK, POWDERCOAT TO MATCH STEEL SHACKLE. BOLT STEEL PIPES TO
STEEL BLADE USING 1" DIA. HEX BOLT CAPS/NUTS WITH WASHERS PAINTED TO MATCH STEEL
SHACKLE. SEE MOUNTING PLATE ENLARGEMENT AT RIGHT
MOUNTING PLATE
ENLARGEMENT
N.T.S.
1/2" THICK STEEL MOUNTING PLATE, POWDERCOAT TO MATCH STEEL SHACKLE
AND BOLT TO SLAB USING 3/4" DIA. EPOXY BOLTS (HEX BOLT CAPS/NUTS WITH
WASHERS PAINTED TO MATCH STEEL "I" BEAM). (4) PER CONNECTOR INTO SLAB.
INSERT "I" BEAM INTO STEEL SHACKLE/STEEL MOUNTING PLATE AND SHOP WELD
IN NON-VISIBLE LOCATIONS, PAINT TO MATCH POWDERCOAT COLOR, TYP.
FINISH SURFACE
4" X 2" X 3/16" STEEL TUBE, CAP ENDS. 1/8" RADIUS ON CAPPED ENDS
6.20" x 6.02" X .365" THICK (W6 x 20) STEEL "I"
BEAM. POWDERCOAT RAL # 7006.
ELEVATION
STEEL ANGLE, 1" x 2" x 3/16" THICK, POWDERCOAT TO
MATCH "I" BEAM
DECORATIVE STEEL BRACKET, 3" WIDE x 12" TALL x 1/4"
THICK, PROVIDE 1/4" RADIUS ON TOP EDGES.
POWDERCOAT RAL # 7010 AND BOLT TO "I" BEAM.
HOLD 1/16" FROM FACE OF CONCRETE FOOTER. DO
NOT BOLT TO CONCRETE FOOTER, TYP.
(4) 1" DIA. TAMPER RESISTANT CARRIAGE BOLTS WITH NUT
AND WASHER, PAINT TO MATCH "I" BEAM
9" SQ.
1'
1"
3" 3" 3"
61
2"
1/4" THICK X 6 1/2" SQ. STEEL FLANGE, POWDERCOAT TO
MATCH STEEL BRACKET. BOLT TO CONCRETE FOOTER AND
PAINT BOLTS/WASHERS TO MATCH STEEL "I" BEAM. SEE
MOUNTING PLATE PLAN AT RIGHT.
CDOT CLASS B CONCRETE FOOTER, SMOOTH FORM
FINISH. PROVIDE 3/4" X 45 DEGREE CHAMFER TOP EDGES.
CONCRETE SHALL BE FREE FROM IRREGULARITIES, FORM
MARKS, AND HONEYCOMBING, TYP.
FINISH SURFACE
.840" O.D. STEEL PIPE (.294 WALL THICKNESS) WITH 1/4" THICK FLATTENED
ENDS, TYP. CAP ENDS OF PIPE WITH 1/4" THICK STEEL. FABRICATOR SHALL
ATTACH PIPES TO STEEL MOUNTING PLATE USING BOLTS, NUTS, AND
WASHERS, TIGHTEN BOLTS SO THAT PIPES DO NOT MOVE. STEEL PIPES
SHALL BE POWDERCOATED TO MATCH STEEL "I" BEAM,
BOLTS/NUTS/WASHERS USED TO ATTACH PIPES TO MOUNTING PLATE SHALL
BE PAINTED TO MATCH STEEL BRACKET. 1" DIA. HEX BOLT CAPS/NUTS WITH
WASHERS USED TO FASTEN STEEL PIPES TO STEEL BLADE AND STEEL
RECTANGLE SHALL BE PAINTED TO MATCH STEEL "I" BEAM
1 1/2" THICK REDWOOD. SAND EXPOSED SURFACES OF
REDWOOD TO REMOVE SLIVERS AND SPLINTERS, FINISH
USING U/V INHIBITOR CLEAR SEALER. FACE OF WOOD
SHALL BE HELD 1/8" FROM STEEL ON EACH SIDE, TYP.
FASTEN WOOD TO STEEL L CHANNEL AND PLATE STEEL
USING HEX BOLT CAPS/NUTS WITH WASHERS, TYP.
STEEL POST CAP, 3" TALL x 1/4" THICK, PROVIDE 1/8"
RADIUS ON TOP EDGES, TYP. POWDERCOAT TO MATCH
STEEL BRACKET AND BOLT TO "I" BEAM, SEE STEEL CAP
ENLARGEMENT AT LEFT
61
2"
3"
1" DIA. HEX BOLT CAP/NUT WITH WASHER,
PAINT TO MATCH "I" BEAM
(3) 3/8" THICK STEEL STRAPS, PROVIDE 1/16" RADIUS ON TOP
EDGES, TYP., POWDERCOATE TO MATCH "I" BEAM
6' O.C.
EQ.
6"
1' EQ.
11
2"
8" 2'-5"
LIGHT FIXTURE, SEE ELECTRICAL
DRAWINGS AND SPECIFICATIONS
BENT PLATE 3/8" x 6" x 2"
(LLV), WELD TO "I" BEAM AND
POWDERCOAT TO MATCH "I"
BEAM.
1/2" THICK STEEL PLATE
WELD TO STEEL "I" BEAM. PROVIDE
1/4" RADIUS ON EDGES, TYP.
POWDERCOAT TO MATCH
DECORATIVE STEEL BRACKET
DECORATIVE 6" WIDE X 3/8" THICK
STEEL BRACKET, POWDERCOAT
RAL# 7006
SIDE ELEVATION &
FOOTER SECTION
FRONT ELEVATION
PLAN
3'-6"
5'-0"
8'-6"
12'
15'-6"
1'-6" 1'-6"
81°
90°
2'-0"
1'-01
8"
5'-3"
MAINTENANCE RECEPTACLE
WITH WEATHER PROOF IN-USE
COVER, PLACE ON STREET
SIDE OF POST. PROVIDE
WATER TIGHT RUBBER
GASKET BETWEEN MAINT.
RECEPT. AND STEEL PLATE,
TYP. SEE ELECTRICAL
DRAWINGS AND
SPECIFICATIONS
LIGHT FIXTURE MOUNTING DETAIL - PLAN
N.T.S.
BACK
ELEVATION
SECTION 'A' - BASE PLATE PLAN
N.T.S.
6"
1'-11"
4"
1'-6"
EQ.
4"
EQ.
915
16"
6
3
4"
1
8"
STEEL L CHANNEL ENLARGEMENTS
STEEL ANGLE, PROVIDE
1/8" RADIUS ON
EDGES, TYP.
1 1/2" 4" 1 1/2"
3/8" THREADED
STEEL ROD (BEYOND)
7"
1" 3"
1/8"
3" 1"
1"
3" MIN.
THREADED STEEL ROD,
EPOXY IN PLACE
TYPE A OR TYPE B
PRECAST SEATWALL
STEEL ANGLE
WITH 1/8" THICK
SPACERS (WASHERS)
1/8"
31
2"
6"
3"
31
2"
PERIMETER FRAME,
PER MANUFACTURER
#3 REBAR, WELDED TO
FRAME AT 18" O.C.
METAL GRATE, SEE
SPECIFICATIONS
STANDARD GREY WALK,
WHERE PRESENT, PROVIDE
SCORE JOINTS PER PLAN
6" UNLESS
OTHERWISE NOTED
INTERLOCKING PAVERS,
L4.0 WHERE PRESENT
4
NOTES:
1. SUBMIT PRODUCT DATA TO OWNER'S
REPRESENTATIVE PRIOR TO
INSTALLATION
2. INSTALL PER MANUFACTURERS
RECOMMENDATIONS
VARIES,
SEE SITE PLAN
5 6"
3
8"
10
3
4"
5"
1 SCALE: CONCRETE NTS WALL SKATEBOARD DETERRENT
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
ELEVATION
NOTES:
1. AUTOCAD DRAWINGS OF
REGULATORY SIGNAGE SHALL BE
PROVIDED TO
FABRICATOR/CONTRACTOR UPON
REQUEST.
2. DETAILED AND DIMENSIONED SHOP
DRAWINGS SHALL BE PROVIDED BY
FABRICATOR/CONTRACTOR TO
OWNER'S REPRESENTATIVE TO
REVIEW AND APPROVE PRIOR TO
FABRICATION OF REGULATORY
SIGNAGE.
3. ALUMINUM PLATE SHALL BE FREE OF
BURRS OR SHARP EDGES, TYP.
4. SOME REGULATORY SIGNAGE SHALL
BE ATTACHED TO PEDESTRIAN LIGHT
POLES (DETAIL 1/LD-07) USING STEEL
TAB. BOLT SIGN PLATE TO STEEL TAB.
REFER TO SITE PLANS FOR
LOCATIONS OF REGULATORY
SIGNAGE.
5. DO NOT MODIFY RAILROAD SIGNS
WITH ENHANCED SIGN FEATURES.
RAILROAD SIGNS SHALL BE
STANDARD.
7' MIN.
FINISH GRADE, TYP.
CDOT APPROVED 2" SQUARE
TELESPAR STEEL TUBING. BLACK
POWDERCOAT FINISH, TYP.
CDOT APPROVED 2 1/4" SQ. EMBEDDING
SLEEVE TO ACCEPT 2" SQ. TUBING POST.
BLACK POWDERCOAT FINISH, TYP. EMBED
PER CITY'S RECOMMENDATIONS, TYP.
SECURE 2" SQ. TUBING TO
EMBEDDING SLEEVE USING (2) BOLTS
RUNNING OPPOSITE DIRECTIONS (AS
SHOWN), TYP. PAINT BOLTS TO MATCH
POST, TYP.
.080" ALUMINUM PLATE PAINTED DARK
BRONZE USING AUTOMOTIVE PAINT.
BOLT TO 2" SQUARE STEEL TUBING.
PAINT BOLTS TO MATCH ALUMINUM
PLATE.
STANDARD ALUMINUM
REGULATORY SIGN (12" X 18")
1'-11"
1'-3"
3
4"
1/2" RADIUS AT EDGES, TYP.
TOP EDGE SHALL HAVE RADIUS
BOTTOM EDGE SHALL
HAVE RADIUS
11
4"
11
2", TYP.
3" 3"
CAST-IN-PLACE CONCRETE
CHASE AND CURB, 1/4"
RADIUS ON EXPOSED EDGE,
MEDIUM BROOM FINISH
PERPENDICULAR TO
LENGTH OF CHASE
PLANTER POT,
SEE DETAIL AND
IRRIGATION
L4.1
2
SEALED EXPANSION JOINT L4.0
3
6" TYP.
INTERLOCKING
4 PAVERS
L4.0
RAISED CONCRETE SEAT WALL, 3/4"
CHAMFER TOP EDGES & VERTICAL
EXPOSED EDGES, TYP.
1'-6"
LANDSCAPE AREA
VARIES,
SEE SITE PLAN
SECTION
FG
RE: CIVIL
TOW
73.05
VARIES
SEE PLAN
TOW
72.38
1'-6" MIN. 8"
9" 9"
L4.6
2 6" W. METAL GRATE
INTERLOCKING
PAVERS
LANDSCAPE AREA
RAISED CONCRETE SEAT WALL, 3/4"
CHAMFER TOP EDGES & VERTICAL
EXPOSED EDGES, TYP.
VARIES 6"
SEALED EXPANSION
L4.0 JOINT
3
L4.0
4
6" 3"
3"
METAL GRATE, PERIMETER
FRAME & REBAR
INTERLOCKING PAVERS
6" TYP.
L4.6
2
CAST-IN-PLACE CONCRETE
CHASE AND CURB, 1/4" RADIUS
FG
RE: CIVIL
TOW
73.05
RAISED CONCRETE SEAT WALL,
3/4" CHAMFER TOP EDGES &
VERTICAL EXPOSED EDGES, TYP.
LANDSCAPE AREA,
SEE SITE PLAN
9"
1'-3"
SECTION
1'-6" MIN.
L4.0 SEALED EXPANSION JOINT
3
L4.0 INTERLOCKING PAVERS
4
FG
RE: CIVIL
TOW
73.80
SEALED EXPANSION JOINT
9"
VARIES
SEE PLAN
6"
PROVIDE 2" DIA WEEP HOLE @ 10'-0"
O.C. (MAX) WITH GALV SCREEN BEHIND
ON WALL ADJACENT CURB/ROAD),
SLOPE TO DRAIN AS SHOWN
1'6" WIDE (MIN) FREE DRAINING
GRAVEL
SECTION
1'-6" MIN.
RAISED CONCRETE SEAT WALL,
3/4" CHAMFER TOP EDGES &
VERTICAL EXPOSED EDGES, TYP.
LANDSCAPE AREA
AMENDED TOPSOIL. FIRM SOIL TO MINIMIZE
SETTLEMENT, REVIEW REQUIRED LEVEL OF
SOIL FIRMING WITH PROJECT MANAGER
L4.0
3
FG
RE: CIVIL
TOW
73.80
VARIES
SEE PLAN 9"
TOW
73.05
SECTION
1'-6" MIN.
9" VARIES
INTERLOCKING
PAVERS
LANDSCAPE AREA
RAISED CONCRETE
SEAT WALL, 3/4"
CHAMFER TOP EDGES
24'
APPX. 13'
APPX. 35'
for plaza &
landscape
distance
between prop.
line and
parking is too
narrow to
adequately
buffer..will
either need to
move parking
lot 2'-6" east
or pursue
variance
200' POUDRE RIVER SETBACK
PROPERTY LINE
PROPOSED
BUILDING
EXPANSION
COLLEGE AVENUE
(APPX. 12,250 S.F.)
(APPX. 4.900 S.F.)
PROPERTY LINE
PROPERTY LINE
CO
CO
CO
WILLOW ST
LINDEN ST
PINE ST
COLLEGE AVE
TF
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
NYLOPLAST
WATERWTAOYS DO DRAINSPOLLUTE NOT
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
WATERWTAOYS DNOYLOPLAST DRAINSPOLLUTE NOT
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
TF
MONITORING TRAFFIC RATED WELL
MONITORING WELL TRAFFIC RATED
LINDEN ST.
WILLOW ST.
PINE STREET.
LINDEN ST.
WILLOW ST.
WILLOW ST.
WILLOW ST.
01/02/19
1201-012-08
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
IRRIGAITON PLAN
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
IR1.1
PRELIMINARY
NOT FOR CONSTRUCTION
IRRIGATION
LEGEND &
FLAG
NOTES
FLAG NOTES
NOTE: FLAG NOTES ARE SCALED BY HALF TO FIT ON SHEET. SYMBOL SIZES ARE HALF THE SIZE AS SHOWN ON DESIGN SHEETS.
1
2
3
4
5
6
7
LEGEND
NOTE: LEGEND IS SCALED BY HALF TO FIT ON SHEET. SYMBOL SIZES ARE HALF THE SIZE AS SHOWN ON DESIGN SHEETS.
A
.
F
A-1
1
15
-
M
P
.25
THE NEW SOFTSCAPED AREA
IS TO BE NON-IRRIGATED PER DIRECTION
FROM CITY OF FORT COLLINS
01/02/19
1201-012-08
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
IRRIGAITON PLAN
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
IR2.0
PRELIMINARY
NOT FOR CONSTRUCTION
1 ̀
20 0 10 20 40
20
IRRIGATION
PLAN
CO
WILLOW ST
WILLOW STREET
WILLOW STREET
223 WILLOW STREET
5
5 5
7
WILLOW AND PINE
DEVELOPMENT LIMITS
OF CONSTRUCTION
2, 2-INCH SLEEVES
1, 2-INCH SLEEVE
FOR LATERAL PIPE,
TYPICAL
1, 2-INCH SLEEVE
FOR LATERAL PIPE,
TYPICAL
P P P P
.25 .25
.25 .25
.25
.25 .25 .25
.25
.25 .25 .25
A-9
1"
2
-
Q
6
A-10
1"
1
-
........
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
O
OT
T
SL
SL
SI
OT
ST O
WILLOW STT IOTS
IIITO L
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
I
PRELIMINARY
NOT FOR CONSTRUCTION
1 ̀
20 0 10 20 40
CO
WILLOW ST.
WILLOW ST.
PINE STREET
PINE STREET.
PINE STREET.
PINE STREET.
WILLOW STREET
WILLOW STREET
WILLOW STREET
PINE STREET
PINE STREET
5 5
5
5
5
5
WILLOW AND PINE
DEVELOPMENT LIMITS
OF CONSTRUCTION
2, 2-INCH SLEEVES
2, 2-INCH SLEEVES
2, 2-INCH SLEEVES
1, 2-INCH SLEEVE
FOR LATERAL PIPE,
TYPICAL
1, 2-INCH SLEEVE
FOR LATERAL PIPE,
TYPICAL
1, 2-INCH SLEEVE
FOR LATERAL PIPE,
TYPICAL
1, 2-INCH SLEEVE
FOR LATERAL PIPE,
TYPICAL
Q
P P
P P P .25 .25
P
P
P P P
P P P
P P
.25
A-13
1"
2
-
A-12
1"
0.5
-
A-11
1"
2
-
.25
.25
A-8
1"
2, 2-INCH SLEEVES
1, 2-INCH SLEEVE
FOR LATERAL PIPE,
TYPICAL
.25
01/02/19
1201-012-08
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
IRRIGAITON PLAN
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
IR2.3
PRELIMINARY
NOT FOR CONSTRUCTION
1 ̀
20 0 10 20 40
20
IRRIGATION
PLAN
ATCHLINE SEE SHEET IR2.2
ATCHLINE SEE SHEET IR2.4
LINDEN ST
LINDEN ST.
WILLOW ST.
WILLOW STREET
LINDEN STREET
CONFLUENCE
DEVELOPMENT
320 WILLOW ST.
WILLOW STREET PLAZA
LIMITS OF CONSTRUCTION
2
1
4
5
3/4" EXISTING SERVICE PIPE
(APPROXIMATED)
POINT-OF-CONNECTION
SIZE:3/4-INCH
FLOW: 10 GPM MAX
PRESSURE: 80 PSI
EXISTING 3/4-INCH BACKFLOW
NEAR THIS LOCATION THAT HAS
ALREADY BEEN REMOVED 1" EXISTING IRRIGATION MAINLINE
(APPROXIMATED)
1" EXISTING IRRIGATION MAINLINE
(APPROXIMATED)
IRRIGATION CONTROLLER
*REQUIRES 120 VAC POWER
2
2, 2-INCH SLEEVES
2, 2-INCH SLEEVES
1, 2-INCH SLEEVE
1, 2-INCH SLEEVE
2, 2-INCH SLEEVES
M
F
A
.25
.25
A-1
1"
1
-
A-3
1"
1
-
P
A-2
1"
1
-
P P
P
P
P
Q
3
3
6
01/02/19
1201-012-08
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
IRRIGAITON PLAN
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
IR3.0
PRELIMINARY
NOT FOR CONSTRUCTION
IRRIGATION
DETAILS
1 QUANTITY ESTIMATE
N.T.S.
NOTE: THESE QUANTITIES ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY AND
ARE NOT INTENDED FOR USE IN BIDDING OR ORDERING OF EQUIPMENT. AQUA
ENGINEERING INC WILL NOT BE HELD RESPONSIBLE FOR DIFFERENCES BETWEEN THIS
INFORMATION AND ACTUAL PROJECT EQUIPMENT QUANTITIES OR CONSTRUCTION
COSTS. 2 WINTERIZATION
ASSEMBLY N.T.S.
NOTE:
1. FURNISH NOMINAL PIPE AND FITTING SIZES IDENTICAL WITH NOMINAL TAP SIZE
UNLESS OTHERWISE NOTED.
2. THIS ASSEMBLY IS INTENDED TO BE USED FOR WINTERIZATION OF BACKFLOW
PREVENTION ASSEMBLY ONLY.
A
B
C
D
E
F
G
H
I
J
M L K
A. 12" STANDARD VALVE BOX WITH COVER
B. FINISH GRADE/TOP OF MULCH
C. 1/4" THREADED BRASS CAP
D. 1/2" REDUCING MALE ADAPTER
E. 1/2" COPPER PIPE (LENGTH AS REQUIRED)
F. 6" PVC CL 200 PIPE (LENGTH AS REQUIRED)
G. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
H. BRICK (1 OF 4)
I. COPPER PIPE TO BACKFLOW PREVENTION
01/02/19
1201-012-08
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
IRRIGAITON PLAN
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
IR3.1
PRELIMINARY
NOT FOR CONSTRUCTION
IRRIGATION
DETAILS
1 ISOLATION GAT AL
ASSL N.T.S. 2 UIC COUPLING AL
ASSL N.T.S.
3 RIP ROT CONTROL AL
ASSL N.T.S.
NOTE:
1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE.
A
B
C
D
E
F
G
H
I
A. FINISH GRADE/TOP OF MULCH
B. 10" ROUND VALVE BOX WITH
COVER
C. 6" PVC CL 200 PIPE (LENGTH AS
REQUIRED)
D. 3" MINIMUM DEPTH OF 3/4"
WASHED GRAVEL
E. BRICK (1 OF 2)
F. THREADED BRONZE GATE
VALVE WITH SOLID WEDGE,
NON-RISING STEM
G. PVC MAINLINE
H. PVC SCH 40 MALE ADAPTER (1
OF 2)
I. TRACING WIRE
Q
A
01/02/19
1201-012-08
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
IRRIGAITON PLAN
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
IR3.2
PRELIMINARY
NOT FOR CONSTRUCTION
IRRIGATION
DETAILS
1 POINT SOURC ITTR PLACNT
TAIL N.T.S. 2 FLUS CAP
ASSL N.T.S. 3 PLANTR POT IRRIGATION
TAIL N.T.S.
4 TRS IN GRAT IRRIGATION
TAIL N.T.S.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
NOTES:
1. EMITTERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO PERENNIALS AND AT
THE OUTSIDE PERIMETER OF THE PLANTING PIT OF ALL SHRUBS AND TREES.
01/02/19
1201-012-08
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
IRRIGAITON PLAN
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
IR3.3
PRELIMINARY
NOT FOR CONSTRUCTION
IRRIGATION
DETAILS
3 TWO WIRE GROUNDING
DETAIL N.T.S.
NOTES:
1. BURY GROUNDING PLATE A MINIMUM OF 30 INCHES BELOW GRADE.
2. INSTALL DECODER GROUNDING ON EVERY 12TH DECODER OR MAXIMUM OF 1000 FT
AND DEAD ENDS.
8'-10'
A B
C
D
E
F
I H G
A
A. TWO-WIRE CABLE
B. VALVE BOX
C. REMOTE CONTROL VALVE
D. 4" X 96" X 0.06" COPPER GROUNDING PLATE: PAIGE 182199L
E. DECODER
F. SOLDER CONNECTION
G. BARE AWG #8 COPPER WIRE
H. 3M DBR-6 CONNECTION
I. BARE COPPER GROUNDING WIRE PROVIDED WITH DECODER
1 IRRIGATION CONTROLLER
ASSEMBLY N.T.S.
2 CONTROLLER GROUNDING
DETAIL N.T.S.
A
A
B
C
D
E
01/02/19
1201-012-08
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
IRRIGAITON PLAN
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
IR3.4
PRELIMINARY
NOT FOR CONSTRUCTION
IRRIGATION
DETAILS
1 ANNUAL WATER USE TABLE
N.T.S.
2 HYDRAULIC ESTIMATION
N.T.S.
3 IRRIGATION SCHEDULE
N.T.S.
NOTES:
1. THE PEAK SEASON RUN TIME HAS BEEN CALCULATED ASSUMING AN IRRIGATION EFFICIENCY OF 70% AND A PEAK SEASON ETo OF 0.21
INCHES/DAY. THE CROP COEFFICIENT IS ASSUMED TO BE 0.8 FOR WORST CASE SCENARIO.
2. ADJUST INDIVIDUAL STATION RUN TIMES AS NECESSARY TO ACCOMMODATE TURF/PLANT ESTABLISHMENT, TURF TYPE, TURF/PLANT SOLAR
EXPOSURE, SOIL TYPES, WIND, AND SLOPE.
3. ADJUST DRIP RUN TIMES AS NECESSARY FOR PLANT ESTABLISHMENT. RECORD RUN TIMES ON THE RECORD DRAWINGS.
4. BLANK ITEMS TO BE COMPLETED ON AS-BUILT DRAWINGS BY CONTRACTOR. SOIL TYPE - CLAY, SAND, LOAM, ETC. SLOPE - NONE, GENTLE, MILD,
STEEP. MICROCLIMATE - SHADE, PARTIAL SUN/SHADE, FULL SUN.
5. PROVIDE LAMINATED COPY OF PEAK IRRIGATION SCHEDULE WITHIN IRRIGATION CONTROLLER ENCLOSURE.
Willow Street Improvements
January 23, 2019
1
COLORADO DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS
WILLOW STREET IMPROVEMENTS
LARIMER COUNTY
FORT COLLINS, COLORADO
The 2017 Standard Specifications for Road and Bridge Construction controls construction of this project. The following
special provisions supplement or modify the Standard Specifications and take precedence over the Standard Specifications
STANDARD SPECIAL PROVISIONS INDEX 3
COMMENCEMENT AND COMPLETION OF WORK 4
REVISION OF SECTION 100 – GENERAL PROVISIONS 5
REVISION OF SECTION 101 – DEFINITION OF TERMS 6
REVISION OF SECTION 104 – CMGC CONTRACTING PROVISIONS 7
REVISION OF SECTION 105 – CONTROL OF WORK, DISPUTES AND CLAIMS FOR
CONTRACT ADJUSTMENT
9
REVISION OF SECTION 105 – COOPERATION BETWEEN CONTRACTORS 12
REVISION OF SECTION 106 – CONTROL OF MATERIAL 13
REVISION OF SECTION 107 – LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC 14
REVISION OF SECTION 108 – PROSECUTION AND PROGRESS 16
REVISION OF SECTION 201 – CLEARING AND GRUBBING 17
REVISION OF SECTION 202 – REMOVALS 19
REVISION OF SECTION 202 – REMOVAL & TRIMMING OF TREES 20
REVISION OF SECTION 203 – EXCAVATION, EMBANKMENT AND POTHOLING
22
REVISION OF SECTION 208 – EROSION CONTROL 24
REVISION OF SECTION 209- DUST PALLATIVES 25
REVISION OF SECTION 213 – RESET STRUCTURES
26
REVISION OF SECTION 250 – ENVIRONMENTAL HEALTH & SAFETY MANAGEMENT 27
REVISION OF SECTION 304 – AGGREGATE BASE COURSE 28
REVISION OF SECTION 403 – HOT MIX ASPHALT 29
REVISION OF SECTION 412 – PORTLAND CEMENT CONCRETE PAVEMENT 33
REVISION OF SECTION 603 – CULVERTS AND SEWERS 35
REVISION OF SECTION 604 – MANHOLES, INLETS AND METER VAULTS
36
REVISION OF SECTION 608 – SIDEWALKS AND BIKEWAYS 37
REVISION OF SECTION 609 – CURB AND GUTTER 38
REVISION OF SECTION 613 – ELECTRICAL CONDUIT - GENERAL 39
REVISION OF SECTION 613 – PULL BOXES – GENERAL
40
REVISION OF SECTION 614 – TRAFFIC CONTROL DEVICES
41
REVISION OF SECTION 622 – REST AREAS AND BUILDINGS 43
REVISION OF SECTION 623 – IRRIGATION SYSTEM 44
REVISION OF SECTION 627 – PAVEMENT MARKING 47
REVISION OF SECTION 630 – CONSTRUCTION TRAFFIC CONTROL 48
FORCE ACCOUNT ITEMS 49
UTILITIES 50
Willow Street Improvements
January 23, 2019
2
COLORADO DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS
WILLOW STREET IMPROVEMENTS
LARIMER COUNTY
FORT COLLINS, COLORADO
STANDARD SPECIAL PROVISIONS INDEX
(Date 01-09-19 for 2017 Spec Book)
Name Date Pages
Revision of Section 103 – Colorado Resident Bid Preference (July 3, 2017) 1
Revision of Section 103 – Consideration of Proposals (July 3, 2017) 1
Revision of Section 105 – Conformity to the Contract of (July 3, 2017) 1
Portland Cement Concrete Pavement
Revision of Section 105 – Disputes and Claims for Contract Adjustments (Dec. 7, 2017) 32
Revision of Section 106 – Buy America Requirements – Non-Federal Aid (July 3, 2017) 1
Revision of Section 106 – Supplier List (July 3, 2017) 1
Revision of Sections 106 and 601 – Concrete Test Reports (January 7, 2019) 1
Revision of Section 107 – Laws to be Observed (October 12, 2017) 1
Revision of Section 108 – Liquidated Damages (July 20, 2017) 1
Revision of Section 108 – Subletting of Contract (October 12, 2017) 1
Revision of Section 109 – Prompt Payment (Local Agency) (July 3, 2017) 2
Revision of Sections 206 and 703 – Structure Backfill (Flow-Fill) (Dec. 28, 2017) 1
Revision of Section 208 – Erosion Control (July 3, 2017) 1
Revision of Section 213 – Mulching (April 25, 2018) 1
Revision of Section 250 – Environmental, Health and Safety Management (July 3, 2017) 3
Revision of Section 412 – Dowel Bars for Joints (Dec. 12, 2018) 1
Revision of Sections 508, 614 and 710 - Treated Timber (April 25, 2018) 1
Revision of Section 601 – Self Consolidating Concrete (Nov. 7, 2018) 2
Revision of Sections 601, 701 and 711 – Structural Concrete (Nov. 8, 2018) 3
Revision of Section 618 – Prestressed Concrete (Dec. 13, 2018) 6
Revision of Section 703 - Classification for Aggregate Base Course (October 12, 2017) 1
Revision of Section 706 - Concrete and Clay Pipe (May 1, 2018) 1
Affirmative Action Requirements – Equal Employment Opportunity (July 3, 2017) 10
Railroad Insurance (July 3, 2017) 1
Willow Street Improvements
January 23, 2019
3
COMMENCEMENT AND COMPLETION OF WORK
The Contractor shall commence work under the Contract on or before the 5th day following Contract execution or the 20th day
following the date of award, whichever comes later, unless such time for beginning the work is changed by the City of Fort
Collins in the “Notice to Proceed”.
Section 108.03 of the Standard Specifications is hereby revised for this project as follows:
The Contractor’s progress schedule shall be a Critical Path Method Schedule which includes all project work. This schedule
will be updated monthly with two copies and electronic copy to the Project Manager. The Contractor will provide updated
schedule at weekly progress/coordination meetings of proposed work activities for the following activities:
1. Erosion Control
2. Mobilization
3. Construction Traffic Control
4. Removals
5. Utility Relocations and Coordination
6. Roadway Earthwork
7. Curb and Gutter, Curb Ramps
8. Sidewalk & Pavers
9. Concrete Paving
10. Hot Mix Asphalt
11. Landscaping and Irrigation
12. Site Revegetation/Clean-up/Punch List
END OF SECTION REVISION
Willow Street Improvements
January 23, 2019
4
REVISION OF SECTION 100
GENERAL PROVISIONS
Section 100 of the Standard Specifications is hereby revised for this project as follows:
All references to the State, the Department, the Engineer, the Chief Engineer, etc. shall be understood to mean the City of Fort
Collins, Colorado or the City’s designated representative.
END OF SECTION REVISION
Willow Street Improvements
January 23, 2019
5
REVISION OF SECTION 101
DEFINITION OF TERMS
Certain terms utilized in the latest edition of the Colorado Department of Transportation Standard Specifications for Road and
Bridge Construction shall be interpreted to have different meanings within the scope of this Contract. A summary of
redefinitions follows:
Subsection 101.28: ―”Department” shall mean City of Fort Collins, Colorado.
Subsection 101.29: ―”Engineer” shall mean City of Fort Collins, Colorado or their designated representative.
Subsection 101.39: ―”Laboratory” shall mean City of Fort Collins, Colorado or their designated representative.
Subsection 101.51: ―”Project Engineer” shall mean the City of Fort Collins, Colorado or their designated
representative.
Subsection 101.58 ―“Region Transportation Director” shall mean the City of Fort Collins, Colorado or their
designated representative.
Subsection 101.76 ―”State” shall mean City of Fort Collins, Colorado (where applicable).
END OF SECTION REVISION
Willow Street Improvements
January 23, 2019
6
REVISION OF SECTIONS 104
CMGC CONTRACTING PROVISIONS
Section 104 of the Standard Specifications is hereby revised for this project as follows:
Delete subsection 104.07 and replace with the following:
104.07 Value Engineering Change Proposals. Value Engineering Change Proposals (VECP) will not be allowed during the
construction of CMGC Projects
Willow Street Improvements
January 23, 2019
7
REVISION OF SECTION 105
CONTROL OF WORK, DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENT
Section 105 of the Standard Specifications is hereby revised for this project as follows:
Subsection 105.02 shall include the following:
j. Unless otherwise specified the work shall conform to ―Section 01110 – General Provisions in the City of Fort Collins
Development Construction Standards.
Subsection 105.09 shall have the second paragraph replaced as follows:
In case of discrepancy the order of precedence is as follows:
(a) Contract Agreement
(b) Revisions to CDOT Standard Specifications (Project Special Provisions)
(c) Plans (Calculated dimensions will govern over scaled dimensions)
(d) Standard Special Provisions
(e) General Conditions
(f) CDOT Standard Specifications for Road and Bridge Construction
(g) CDOT M&S Standards
(h) City of Fort Collins Development Construction Standards
Subsection 105.10 shall include the following:
Coordination with Property Owners and Tenants
The City of Fort Collins is committed to maintaining a positive working relationship with the businesses and residents in the
project area. Every effort will be made to maintain pedestrian and bicycle flow and to accommodate special events and
holidays for businesses, pedestrians, parking, and vehicle traffic. The Contractor shall be responsible to coordinate all work
activities with private property owners and tenants along the project corridor. Access shall be maintained at all times. The
Contractor shall be responsible for communicating accurate scheduling information to the project team to assure proper
notification of businesses and residents.
In particular, any proposed disruption or closure to an existing access must be communicated to the property Owners and
tenants with as much notice as possible. The minimum notice that will be allowed for any proposed access change is five (5)
business days. The Contractor shall ensure that adequate alternate access is in place for vehicles and pedestrians and any
property-specific access needs are addressed prior to any change in existing access. The Contractor shall coordinate his
method of maintaining these accesses with the City of Fort Collins Traffic Operations Department.
The Contractor and any subcontractors shall not utilize any parking spots on private property without written approval from
the property owner. The Contractor shall be responsible for all of their employees as well as any subcontractors.
Willow Street Improvements
January 23, 2019
8
-2-
REVISION OF SECTION 105
CONTROL OF WORK, DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENT
Contractor shall make all reasonable efforts to maintain current pedestrian, bicycle and vehicular access to the property, and
shall coordinated and discuss any restriction or reduction of access with the property owners at least ten (10) business days
in advance. Contractor shall make all reasonable efforts to minimize disruption to the tenants on businesses located on the
property.
Subsection 105.11 shall include the following:
The Contractor shall coordinate with all utilities well enough in advance that utility improvements do not delay the
Contractor’s work.
Subsection 105.12 delete and replace with the following:
The City and local utilities including but not limited to CenturyLink, Comcast, and Xcel Energy may contract for and
perform other or additional work on or near the Work of the project. When separate contracts are let within the limits of
the project, each Contractor shall conduct the Work without interfering or hindering the progress or completion of the
work performed by other contractors. Contractors working on the same project shall cooperate with each other as
directed.
City forces will perform the following work as required by this project:
• Permanent Pavement Marking
• Permanent Signing
• Pedestrian Push Button at Raised Cross-walk
• Street Lights
• Relocate Electrical Vaults
• Installation of New 8” Waterline
Willow Street Improvements
January 23, 2019
9
-3-
REVISION OF SECTION 105
CONTROL OF WORK, DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENT
Traffic Coordination
1. The Contractor shall coordinate with the City Traffic Engineer and Project Manager (Nicole Hahn) for all traffic
control activities. This shall include, but not be limited to, closure of any City Streets, closure of any partial
intersection movements, lane reductions, and detours (including pedestrians and bicycles).
City Traffic Control Contact: Traffic Operations
Phone: (970) 221-6630
Email: FCWATC@fcgov.com
2. The City will install all permanent signing. The City will install all permanent pavement markings.
City Signing and Striping Contact: Rich Brewbaker
Phone: (970) 221-6792
Email: rbrewbaker@fcgov.com
The Contractor is responsible for removal of pavement markings and installation and maintenance of
temporary pavement markings necessary to control traffic during construction. Contractor shall remove the
existing pavement markings and symbols with a water blast truck approved by the City Traffic Department.
The installation and maintenance of temporary pavement markings will not be paid separately but shall be
included in the Construction Zone Traffic Control, Lump Sum. The Contractor shall coordinate with the City
Traffic Engineer to schedule permanent signing and striping work in conjunction with other project activities.
Full-compliance pavement markings in accordance with Section 627 shall be in place prior to opening the
roadway to traffic. The Contractor shall cooperate with the City Traffic Department in their removal and
installation operations so that progress is expedited, duplication of work is minimized, and impacts to traffic are
minimized.
3. The City will install the pedestrian push button at the raised cross-walk at the intersection of Willow Street and Pine
Street.
City Pedestrian Push Button: Britney Sorensen
Phone: (970) 416-2268
Email: bsorensen@fcgov.com
Street Light Coordination and Relocation of Electrical Vaults
1. City Light and Power Crews will remove and install all street lighting and associated electric utilities for the
project and relocate existing above ground and below ground electrical vaults.
City Light and Power Contact: Tyler Siegmund
Phone: (970) 416-2772
Email: tsiegmund@fcgov.com
2. The Contractor shall cooperate with the City Light and Power Department in their removal and installation
operations so that progress is expedited, duplication of work is minimized, and impacts to traffic are minimized.
Refer to Utility specification for additional information.
Willow Street Improvements
January 23, 2019
10
-4-
REVISION OF SECTION 105
CONTROL OF WORK, DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENT
Waterline Replacement
1. City Sanitary and Water Department will be replacing the existing 4” waterline along Willow Street from
Pine Street to Linden Street with a new 8” waterline.
City Sanitary and Water Department: Andrew Gingerich
Phone: (970) 221-6232
Email: agingerich@fcgov.com
2. The Contractor shall cooperate with the City Sanitary and Water Department in their removal and installation
operations so that progress is expedited, duplication of work is minimized, and impacts to traffic are minimized.
Refer to Utility specification for additional information.
Each Contractor involved shall assume all liability, financial or otherwise, in connection with the Contract and shall protect
and save harmless the Owner from any and all damages or claims that may arise because of inconvenience, delay, or loss
because of the presence and operations of Contractors working within the limits of the same or adjacent project.
Contractor is responsible to coordinate with private utilities. Any work to be performed by private utilities shall be identified
in Contractor’s schedule. Delays due to coordination issues will be the responsibility of the contractor.
END OF SECTION REVISION
Willow Street Improvements
January 23, 2019
11
REVISION OF SECTION 105
COOPERATION BETWEEN CONTRACTORS
Section 105 of the Standard Specifications is hereby revised for this project as follows:
Subsection 105.11 shall include the following:
Other agencies may have active construction or maintenance projects within the vicinity of this project. The Contractor shall
coordinate the work so as not to interfere or hinder the progress or completion of the work being performed by other agencies
or contractors. All construction/traffic control conflicts that arise between the needs of the various construction contractors
and other agencies shall be brought to the attention of the Engineer. Coordination meetings shall be held by Contractor to
address conflicts and schedule adjustments maybe required to minimize impacts to adjacent projects.
It is anticipated and expected that the Contractor shall coordinate design activities and construction operations to ensure the
efficient and orderly installation of each part of the work, including those portions of construction that depend on connectivity
to portions of the work to be built by others.
The Confluence development (comprised of lots 401,405, and 409 Linden Street) here after known as “Confluence” is
contracted to build the Willow Street Plaza, here after known as “Plaza”. This development is currently under construction and
will be under construction for the entire duration of the Willow Street Plaza improvements.
Confluence Project Manager: Adam Sass
Phone: 970-490-8050
Email: A.sass@saundersheath.com
The Willow and Pine Development (comprised of 223 Willow Street) here after known as “Willow and Pine development” is
anticipated to be under construction throughout the construction of the Willow Street Improvements. The contractor for the
Willow and Pine Development is contracted to build the frontage improvements including paving of the parking stalls along
the frontage. Pedestrians can be accommodated along this frontage; however these detours will be coordinated with the
developer to ensure necessary accommodations can be made.
The Willow and Pine development Contact: Josh Wallace, CEP, PMP
Phone: 970-566-1495
Email: jwallace@dohnconstruction.com
END OF SECTION REVISION
Willow Street Improvements
January 23, 2019
12
REVISION OF SECTION 106
CONTROL OF MATERIAL
Section 106 of the Standard Specifications is hereby revised for this project as follows:
Subsection 106.03 shall include the following:
The City of Fort Collins will be responsible for all expenses associated with Quality Assurance (QA) and Independent
Assurance (IA) testing. The Contractor shall be responsible for all Quality Control (QC) testing cost.
Test frequencies shall be in accordance with the project specifications, CDOT Field Materials Manual and the approved
Quality Control Plan (QCP).
END OF SECTION REVISION
Willow Street Improvements
January 23, 2019
13
REVISION OF SECTION 107
LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Section 107 of the Standard Specifications is hereby revised for this project as follows:
Subsection 107.01 shall include the following:
All hauls traveling to or from Martin Marietta Materials, Inc. (MMM) located at 1800 North Taft Hill Road, Fort Collins,
Colorado shall enter and exit the site from the North to CR 54G.
No vehicle shall be driven or moved on any private or public highway, street, road or right of way if the vehicle is transporting
aggregate material or asphalt paving material unless the load is covered by a tarp or other cover in a manner that prevents the
load from escaping the vehicle and which minimizes fumes and emissions. Aggregate material means any rock, clay, silts,
gravel, limestone, dimension stone, marble and shale; except that aggregate material does not include wet concrete or other
materials not susceptible to blowing. Asphalt paving material means any material formed by mixing aggregate and asphalt
cement and includes hot mix asphalt, warm mix asphalt, and bituminous concrete.
Subsection 107.02 shall include the following:
Unless otherwise specified, the Contractor shall procure all required permits and licenses; pay all charges, fees, and taxes,
including permits procured for this project by others; and give all notices necessary and incidental to the due and lawful
prosecution of the work. The costs of these permits will not be paid for separately, but shall be included in the work.
Below is a list of anticipated permits that will be required for the project. This list is provided as an aid and shall not be
interpreted as a complete list of all permits that may be required. It shall be the responsibility of the Contractor to determine
the type of permits required for the work. A copy of all permits shall be available on the job site at all times.
1. Stormwater Discharge Permit Associated with Construction Activities (CDPHE)
2. Construction Dewatering Wastewater Discharge Permit (CDPHE) – If Required
3. Excavation Permit (City of Fort Collins)
4. Right-of-way Contractors License (City of Fort Collins)
5. Noise Emission Variance – City of Fort Collins Code Compliance (night work only)
Prior to beginning work, the Contractor shall furnish the Engineer with a written list of all permits required for the proper
completion of the contract. The list shall clearly identify the types of permits that must be obtained before work on any particular
phase or phases of work can be started. Copies of the fully executed permits shall be furnished to the Engineer upon request.
The Contractor shall comply with all applicable federal and state laws, orders, and regulations concerning the control and
abatement of water and air pollution.
The Contractor shall comply with the permits (or permit applications if in progress) even if they have not yet been finalized at
the time of construction.
Willow Street Improvements
January 23, 2019
14
-2-
REVISION OF SECTION 107
LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Subsection 107.18 is hereby revised to read:
For this project, all insurance certificates shall name the City of Fort Collins as an additionally insured party.
For this project, insurance coverage shall meet the requirements and limits of the City of Fort Collins’ Purchasing
Department.
Subsection 107.24 shall include the following:
This work shall be in accordance with the City of Fort Collins Dust Prevention and Control Manual. This shall not be paid for
separately but shall be included in the work.
Subsection 107.25 shall include the following:
This work consists of the proper treatment and disposal of ground water collected from dewatering operations during
excavation activities.
The Contractor shall obtain a construction dewatering permit from the Colorado Department of Public Health and Environment
(CDPHE). A completed application must be submitted to CDPHE at least 30 days prior to dewatering operations. Dewatering
operations shall be conducted in a manner that avoids pollution and erosion. Water from dewatering operations shall not be
directly discharged into any state waters including wetlands, irrigation ditches, canals, or storm sewers, unless allowed by a
permit. Discharge into sanitary sewers will not be allowed unless written permission is obtained from the owner or controlling
authority and a copy of this approval is submitted to the Engineer. Unless prohibited by law or otherwise specified in the
Contract, the water from dewatering operations shall be contained in basins for dissipation by infiltration or evaporation, shall
be hauled away from the project for disposal in accordance with applicable laws and regulations, or shall be land applied to
approved non-wetland vegetated areas.
Depending upon the quality of the water, land application of water to vegetated areas may require a written concurrence or
permit from CDPHE and from the owner of the facility. Based on guidelines and criteria from CDPHE, the Contractor shall
determine the quality of the water, obtain applicable concurrences or permits, and furnish copies of the concurrences or permits
obtained to the Engineer.
Subsection 107.25(d) is hereby revised to include the following:
(d) Measurement and Payment.
Add the following to Paragraph 1:
All work associated with preparing, securing and concurring with the required permits (refer to Revision of
Subsection 107.02) will not be measured and paid for separately, but shall be included in the work.
END OF SECTION REVISION
Willow Street Improvements
January 23, 2019
15
REVISION OF SECTION 108
PROSECUTION AND PROGRESS
Section 108 of the Standard Specifications is hereby revised as follows:
Subsection 108.05 shall include the following:
Work Hours: Daytime work hours are 7 AM to 6 PM, Monday through Friday. Extended hours and Weekend work are
anticipated and will be permitted with written approval from the Project Manager. Night time work hours shall be from
8PM – 6AM Sunday through Thursday. Work shall be permitted on holidays with written approval from the Project
Manager. Work requests beyond working hours must be submitted to the Project Manager a minimum of (5) working days
prior to the request date.
Night and weekend work will be allowed with 5 days prior notice to the Project Manager.
Demolition work will not be permitted before 7 AM or after 6 PM.
Subsection 108.09 shall include the following:
Stockpiling of materials before the beginning date shown in the Notice to Proceed is subject to the Engineer's approval. If
such approval is given, stockpiled material will be paid for in accordance with Sections l09 and 626.
The Contractor shall submit Traffic Control Plans as outlined in Section 630 of the specifications. All construction phasing
and construction traffic control requests shall be coordinated with the City Traffic Department. Specific construction phases
will be set in the final design plan set. Below is a list of known phasing and access constraints to be coordinated during
construction.
Known phasing considerations:
Wolverine Farm Letterpress and Publik House (316 Willow Street) is only accessible from Willow Street. Bike and
pedestrian access must always be maintained, or otherwise coordinated with this business.
Several businesses along the corridor receive deliveries. Contractor/ Project Management team will need to assist
with communication of detour routes to facilitate deliveries.
Mill House Apartments (311 Willow Street) and The Rooftops on the river are typical residential units that will need
24/7 access. Contactor may need to coordinate moving truck access should a tenant move out during the scheduled
work.
Ginger and Baker and Wolverine require electricity, water and gas services during business hours. Any
interruptions to service must be coordinated.
The construction of the White-Water Park requires a detour for Poudre Trail traffic. This detour is currently in
effect and will remain in place through June of 2019. Routing for bike and pedestrian detours shall account for this
traffic.
The Willow and Pine Development frontage can accommodate pedestrian traffic when closures on the north are
needed. These detours will need to be coordinated with the developer.
On street parking is in high demand in the downtown area. Every effort should be made to maintain as much on
street parking as possible.
END OF SECTION REVISION
Willow Street Improvements
January 23, 2019
16
REVISION OF SECTION 201
CLEARING AND GRUBBING
Section 201 of the Standard Specifications is hereby revised for this project as follows:
Subsection 201.01 is hereby revised to include the following:
This work includes removal and disposal of concrete bases for ground signs, stumps, shrubs, vegetation, trash and any other
items necessary to complete the improvements within the project limits and other areas shown in the contract or required by
the work. These items shall be removed and disposed of by the Contractor during construction and prior to final acceptance
of the project.
The Contractor shall contact the City of Fort Collins Arborist prior to pruning trees and shrubs the will be necessary for the
pavement equipment that will be used for the milling/overlay of the roadway.
Subsection 201.02 is hereby revised to include the following:
The Contractor may not dispose of clearing and grubbing materials on the project site. All unsuitable materials generated by
clearing and grubbing operations shall be legally disposed of off the project site.
The Contractor shall coordinate the limits of work with the Engineer prior to commencing clearing and grubbing.
The Contractor shall remove and dispose of all visible abandoned utility appurtenances that are located within the work
area or right-of-way and abandoned as a result of this project. These items shall not be disposed of within the project limits.
Removal of utility appurtenances shall not be measured and paid for separately but shall be included in the work for Item
201, Clearing and Grubbing. Refer to the Utility Special Provision for more information.
Subsection 201.02, delete the third paragraph and replace with the following:
The limits of clearing and grubbing shall be confined to the limits of work. Areas of protection shall be established by the
Engineer prior to construction. All trees, shrubs, plants, grasses and other vegetative materials within those areas of protection
shall remain, except as designated by the Engineer.
If noxious weeds are found before grading, areas to be disturbed shall be pre-treated with either an approved herbicide or
mowing before grading.
Clearing and grubbing shall include the pruning of all trees that will remain within the final right-of-way. Pruning of trees shall
include removal of all branches that conflict with construction of the proposed improvements and all dead branches.
Avoid the unnecessary removal of trees or shrubs; for example, prune the aerial portions of trees and shrubs that hang over a
project area and interfere with equipment.
Migratory birds, as well as their eggs and nests, are protected under the Migratory Bird Treaty Act (MBTA). The active nesting
season for most migratory bird species in Colorado is between April 1 and August 31. To avoid a violation of the MBTA, conduct
habitat-disturbing activities (tree removal, clearing and grubbing, etc.) in the non-breeding season (September 1 to March 31).
Clearing and grubbing of vegetation that may disturb ground nesting birds shall be completed before birds begin to nest or after
the young have fledged. If work activities are planned between April 1 and August 31, vegetation shall be removed and/or
trimmed to a height of six (6) inches or less prior to April 1. Once vegetation has been removed and/or trimmed, appropriate
measures, i.e. repeated mowing/trimming, shall be implemented to assure vegetation does not grow more than six (6) inches.
Failure to maintain vegetation height of six (6) inches or less may postpone project construction.
Once all clearing and grubbing is completed and approved, no additional clearing shall be allowed unless approved, in writing,
by the Engineer.
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January 23, 2019
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REVISION OF SECTION 201
CLEARING AND GRUBBING
Subsection 201.04 shall include the following:
Payment for clearing and grubbing shall be on a lump sum basis and shall include removal and disposal of trees, stumps, shrubs,
trash, and protruding objects designated for removal within the project limits by the Engineer.
Payment will be made under:
Pay Item Pay Unit
Clearing and Grubbing Lump Sum
END OF SECTION REVISION
Willow Street Improvements
January 23, 2019
18
REVISION OF SECTION 202
REMOVALS
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
This work shall include the removal of all features within the project limits, as directed by the Engineer, or any other items
necessary to complete this improvements project. All features removed shall be removed and disposed of outside the project
site legally by the Contractor during construction and prior to final acceptance of the project.
Subsection 202.04 shall include the following:
The City of Fort Collins Traffic Operations will remove the existing traffic signs for this project. The Contractor shall
coordinate with the City of Fort Collins Traffic Operations.
Subsection 202.11 shall include the following:
Most of the removal items will not be measured and paid for separately but shall be included in the lump sum pay item
Removals.
Subsection 202.12 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Removals Lump Sum
Payment includes all labor, equipment and materials necessary to complete the work and shall not be measured and paid for
separately, but shall be included in the pay item Removals (LS).
END OF SECTION REVISION
Willow Street Improvements
January 23, 2019
19
REVISION OF SECTION 202
REMOVAL AND TRIMMING OF TREES
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.02 shall include the following:
This work includes the removal and the trimming of trees as shown in the plans, as directed by the Engineer, or as otherwise
required to complete the Willow Street Improvement Project. This work includes the preservation from injury or defacement
of all vegetation and objects designated to remain.
The Engineer will establish environmental limits. All trees, shrubs, plans, grasses, and other vegetative materials shall
remain, except as designated by the Engineer.
Prior to beginning any construction removal, trimming, and pruning of encroaching vegetation (as determined by the
Engineer) shall be completed.
Once all directed clearing, trimming, and pruning is completed and accepted, no additional clearing, trimming, or pruning
will be allowed unless approved, in writing, by the Engineer.
This work shall be done by a Contractor or subcontractor who is a qualified tree surgeon and a member of the National
Arborist Association. The firm’s or individual’s name and qualifications shall be submitted at the preconstruction conference
for the Engineer’s approval. A list of references and other clients shall be included with the qualification statement. A
written description of work methods and time schedules shall be submitted and approved by the Engineer, in writing, prior to
work commencing.
Access for the removal or pruning of trees will be extremely limited. Trees shall be felled at the risk of the Contractor. Strict
limits of disturbance will be defined and shall be adhered to.
Branches on trees or shrubs shall be removed as directed by the Engineer. All trimming shall be done by skilled workmen.
All work shall be done according to the following requirements:
(a) Pruning shall be done with proper, sharp, clean tools in such a manner as to preserve the natural character of the
tree.
(b) All final cuts shall leave no projections on or off the branch and shall not be cut so close as to eliminate the branch
collar.
(c) To avoid bark stripping, all branches 2 inches in diameter and larger shall be cut using the 3-cut method. These
branches shall be lowered to the ground by proper ropes.
(d) Tools used on trees known or found to be diseased shall be disinfected with alcohol before they are used on other
trees.
(e) Structural weaknesses, decayed trunk or branches, or split crotches shall be reported to the Engineer.
(f) When cutting back or topping trees, the Contractor shall use the drop-crotch method and avoid cutting back to small
suckers. Smaller limbs and twigs shall be removed in such a manner so as to leave the foliage pattern evenly
distributed.
(g) When reducing size (cut back or topping) not more than one-third of the total area shall be reduced at a single
operation.
(h) Climbing spikes shall not be used on trees not scheduled for removal.
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REVISION OF SECTION 202
REMOVAL AND TRIMMING OF TREES
All brush, branches, limbs, and foliage smaller than 3 inches in diameter shall be chipped into mulch and stockpiled at a
designated site. The trunks and limbs 3 inches and larger shall be cut into less than 6 foot lengths and hauled to a designated
site.
Subsection 202.11 shall include the following:
Removal of trees will be paid for by each tree removed properly as described above.
Trimming of trees will not be paid for separately but shall be included in the lump sum bid of clearing and grubbing.
Subsection 202.12 shall include the following:
Pay Item Pay Unit
Removal of Tree Each
Chipping, stockpiling, mulch, and hauling and stockpiling trunks and limbs will not be paid for separately but shall be
included in the work. Removal of trees less than 6 inches in diameter will not be paid for separately but shall be included in
the work.
All clearing and grubbing directed by the Engineer will be paid for as lump sum under the clearing and grubbing item.
Willow Street Improvements
January 23, 2019
21
REVISION OF SECTION 203
EXCAVATION, EMBANKMENT AND POTHOLING
Section 203 of the Standard Specifications is hereby revised for this project as follows:
Subsection 203.01 shall include the following:
The Contractor shall comply with all requirements of any soils reports provided by the City of Fort Collins.
Subsection 203.02 shall include the following:
(a) Unclassified Excavation
Excavation/embankment quantities shown in the Bid Schedule and on the Summary of Approximate Quantities plan sheet only
includes the excavation and/or embankment required to construct the subgrade to the bottom of all pavement sections (including
composite sections), as shown in the cross sections.
(c) Removal of Unsuitable Material
Any unsuitable material will be removed and replaced with compacted suitable material in accordance with the Geotechnical
Report for this project.
(f) Potholing
Potholing of utilities, as required to complete the work, shall be conducted by the Contractor to determine the location, depth,
size and material composition of utility lines, and potential conflict(s) with the work. Contractor shall review the plans and
determine the necessary pothole requirements to complete the work as specified.
Where required, concrete pavement removed during potholing operations shall be replaced with Class B concrete in accordance
with Revision of Section 412 of the Special Provisions and Section 412 of the Standard Specifications.
Subsection 203.05, (f) Potholing, add the following to the second paragraph:
Records of the potholed utilities shall be surveyed and submitted to the Engineer.
Subsection 203.06 shall include the following:
Embankment shall be constructed with suitable on-site material or imported borrow material from an approved source.
Embankment material shall be free of vegetation, brush, sod, trash and other deleterious substances and should not contain
rocks, debris or lumps having a diameter of more than 4 inches. Rocks, debris or lumps shall be evenly dispersed throughout
the fill. Embankment material shall contain a maximum of 70 percent passing the No. 200 sieve, have a liquid limit of less than
40, a plasticity index less than 25 and a swell potential of less than 1% when remolded to 95% of the AASHTO T99 standard
proctor maximum (at optimum moisture) under a 200 pcf surcharge pressure. The borrow material shall have a resistance value
of at least 40 when tested by the Hveem Stabilometer method. Borrow material shall be approved by the Engineer and tested
for water soluble sulfates.
In Subsection 203.08, 3rd Paragraph, delete the 2nd sentence and replace with the following:
In areas that are observed to have soft spots in the subgrade, where deflection is not uniform or is excessive, as determined by
the Engineer, the Contractor shall perform one of the following three methods for stabilization of the subgrade. The method
will be determined by the Engineer.
(a) The area shall be ripped, scarified, dried or wetted as necessary and re-compacted to the requirements for density and
moisture to the contract depth, at the Contractor’s expense.
(b) The area shall be removed to the depth indicated by the Engineer and replaced with Class 6 aggregate base course.
Class 6 aggregate base course shall meet the requirements of Section 304 of the Standard specifications and Revision
of Section 304 of the Special Provisions.
(c) The area shall be repaired in accordance with the methods identified in the geotechnical report for the project.
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REVISION OF SECTION 203
EXCAVATION, EMBANKMENT AND POTHOLING
Subsection 203.11 shall include the following:
The earthwork quantities include only that material excavated or placed as fill to construct the improvements to subgrade
elevation.
The Contractor will be responsible to haul off all excess excavation material and will not be paid for separately but included
in the cost of Unclassified Excavation (CIP).
If the Contractor considers that there is a discrepancy in the bid form quantity to actual field quantities, then he shall notify the
Engineer immediately. An appropriate adjustment will be made to the quantity if the Contractor can demonstrate through survey
or other approved means that the actual quantity of earthwork excavated and/or placed differs from plan quantity by more than
15percent.
Exceptions will be made when field changes are ordered or when it is determined that there are discrepancies on the plans in an
amount of at least plus or minus fifteen percent of the plan quantity
Other methods of determining earthwork quantities, such as truck load counts or weight tickets, will not be used on this project.
(d) Potholing
Potholing shall be paid by the Hour up to the plan quantity.
(e) Proof Rolling
Proof Rolling will not be measured and paid for separately.
Section 203.12 shall be revised to include the following:
Payment will be made under:
Pay Item Pay Unit
Unclassified Excavation (Complete in Place) Cubic Yard
END OF SECTION REVISION
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January 23, 2019
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REVISION OF SECTION 208
EROSION CONTROL
Section 208 of the Standard Specifications is hereby revised for this project as follows:
Subsection 208.03 shall include the following:
Erosion and sediment control measures shall be constructed at the locations shown in the Contract Drawings and in
accordance with the plan and erosion control details (CDOT Standard Plan No. M-208-1). As the work progresses, the
location and amount of erosion and sediment control installations may increase or decrease depending on specific site
conditions and weather conditions.
The full extent of erosion and sediment control installations will be determined on an as needed basis. Installations will be
reviewed by the Contractor on a daily basis. The effectiveness of installations will be discussed at the construction progress
meetings and revisions made accordingly.
Subsection 208.11 shall include the following:
Removal of trash and sediment will not be measured but shall be incidental to the work; and shall be conducted each day the
construction activities are being performed.
Any and all erosion and sediment control measures that will be necessary during the construction process will not be paid for
separately but shall be included in the lump sum bid item Erosion Control. This lump sum item shall also include the Erosion
Control Management time, it will not be measured or paid for separately.
Subsection 208.12 shall include the following:
Pay Item Pay Unit
Erosion Control Lump Sum
Payment includes all labor, equipment and materials necessary to complete the work and shall not be measured and paid for
separately, but shall be included in the pay item Erosion Control (LS).
END OF SECTION REVISION
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January 23, 2019
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REVISION OF SECTION 209 – DUST PALLIATIVES
Section 209 of the Standard Special Provisions is hereby revised for this project as follows:
Subsection 209.01 shall include:
This work shall be in accordance with the City of Fort Collins Dust Prevention and Control Manual.
Subsection 209.05 shall include:
Application of dust palliative may be required when work is not in progress, including weekends, holidays, and nighttime.
Delete subsections 209.07 and 209.08.
Dust palliative will not be measured and paid for separately but shall be included in the work.
END OF SECTION REVISION
Willow Street Improvements
January 23, 2019
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REVISION OF SECTION 210
RESET STRUCTURES
Section 210 of the Standard Specifications is hereby revised for this project as follows:
Subsection 210.01 shall include the following:
This work shall include the abandonment, adjustment, modifying, relocating and/or resetting of all feature items within the
project limits or as directed by the Engineer to complete the improvements project.
Subsection 210.02 shall include the following:
The work shall conform to the current City Construction Standards. The Contractor shall be responsible to contact the City of
Fort Collins Water, Sewer and Stormwater Departments prior to adjusting manholes, valve boxes and relocating the fire
hydrant.
END OF SECTION REVISION
Willow Street Improvements
January 23, 2019
26
REVISION OF SECTION 250
ENVIRONMENTAL, HEALTH AND SAFETY MANAGEMENT
Section 250 of the Standard Specifications is hereby revised for this project as follows:
Subsection 250.01 shall include the following:
The Contractor shall comply with all environmental health and safety requirements of the Limited Phase II Environmental Site
Assessment (ESA) Report for Willow Street provided by the City of Fort Collins. We do not anticipate that the project
excavation will encounter contaminated soils, however, should the contractor encounter contaminated soils parameters outlined
in the ESA must be followed, and will be paid for through the Force Account.
Subsection 250.09 and 250.10 shall include the following:
Payments will be made under:
F/A 01 - Hazardous Materials Management F.A. $ 10,000
END OF SECTION REVISION
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January 23, 2019
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REVISION OF SECTION 304
AGGREGATE BASE COURSE
Section 304 of the Standard Specifications is hereby revised for this project as follows:
Subsection 304.02 shall include the following:
Materials for the base course shall be Aggregate Base Course (Class 6) as shown in subsection 703.03
The aggregate base course (Class 6) must meet the gradation requirements and have a resistance value of at least 78 when tested
by the Hveem Stabilometer method.
Subsection 304.07 shall include the following:
Aggregate base course will be measured by the ton compacted in place for the roadway subgrade and underneath curb and
gutter with a depth of 7 inches.
Subsection 304.08 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Aggregate Base Course (Class 6) Ton
END OF SECTION REVISION
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January 23, 2019
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REVISION OF SECTION 403
HOT MIX ASPHALT
Section 403 of the Standard Specifications is hereby revised for this project as follows:
Subsection 403.02 shall include the following:
The design mix for hot mix asphalt shall conform to the current Larimer County Urban Area Street Standards for Major
Collector Roadways.
The design mix for hot mix asphalt shall conform to the following:
♦ Table 403-1
Property Test
Method
Value For Grading
S(75) Patching
Air Voids, percent at:
N (design)
CPL 5115
3.5 – 4.5
3.5 – 4.5
Lab Compaction (Revolutions):
N (design)
CPL 5115 75 75
Stability, minimum CPL 5106 28 28
Aggregate Retained on the 4.75 mm
(No. 4) Sieve for S, SX and SG, and
on the 2.36mm (No. 8)
Sieve for ST and SF with at least 2
Mechanically Induced fractured
faces, % minimum*
CP 45 60 60
Accelerated Moisture Susceptibility
Tensile Strength Ratio (Lottman),
minimum
CPL 5109
Method B
80
80
Minimum Dry Split Tensile
Strength, kPa (psi)
CPL 5109
Method B
205 (30) 205 (30)
Grade of Asphalt Cement, Top
Layer PG 64 -22
Grade of Asphalt Cement, Layers
below Top PG 64 -22 PG 64 -22
Voids in the Mineral Aggregate
(VMA) % minimum CP 48
See Table
403-2
See Table
403-2
Willow Street Improvements
January 23, 2019
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♦ Table 403-1
Property Test
Method
Value For Grading
S(75) Patching
Voids Filled with Asphalt (VFA), % AI MS-2 65-80 65-80
Dust to Asphalt Ratio
Fine Gradation
Coarse Gradation
CP 50
0.6 – 1.2
0.8 – 1.6
0.6 - 1.2
0.8 – 1.6
Note: AI MS-2 = Asphalt Institute Manual Series 2
Note: Mixes with gradations having less than 40% passing the 4.75 mm (No. 4) sieve shall be approached with
caution because of constructability problems.
Note: Gradations for mixes with a nominal maximum aggregate size of one-inch or larger are considered a coarse
gradation if they pass below the maximum density line at the #4 screen.
Gradations for mixes with a nominal maximum aggregate size of 3/4” to 3/8” are considered a coarse
gradation if they pass below the maximum density line at the #8 screen.
Gradations for mixes with a nominal maximum aggregate size of #4 or smaller are considered a coarse
gradation if they pass below the maximum density line at the #16 screen.
*Fractured face requirements for SF may be waived by RME depending on project conditions.
All mix designs shall be run with a gyratory compaction angle of 1.25 degrees and properties must satisfy Table 403-1. Form
43 will establish construction targets for Asphalt Cement and all mix properties at Air Voids up to 1.0 percent below the mix
design optimum. Fort Collins will establish the production asphalt cement and volumetric targets based on the
Contractor’s mix design and the relationships shown between the hot mix asphalt mixture volumetric properties and asphalt
cement contents on the Form 429. Fort Collins may select a different AC content other than the one shown at optimum on
the Contractor’s mix design in order to establish the production targets as contained on the Form 43. Historically, Air Voids
adjustments typically result in asphalt cement increases from 0.1 to 0.5 percent. Contractors bidding the project should
anticipate this change and factor it into their unit price bid.
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January 23, 2019
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REVISION OF SECTION 403
HOT MIX ASPHALT
Table 403-2
Minimum Voids in the Mineral Aggregate (VMA)
Nominal
Maximum Size*,
mm (inches)
***Design Air Voids **
3.5% 4.0% 4.5% 5.0%
37.5 (1½) 11.6 11.7 11.8
N/A
25.0 (1) 12.6 12.7 12.8
19.0 (¾) 13.6 13.7 13.8
12.5 (½) 14.6 14.7 14.8
9.5 (⅜) 15.6 15.7 15.8
4.75 (No. 4) 16.6 16.7 16.8 16.9
* The Nominal Maximum Size is defined as one sieve larger than
the first sieve to retain more than 10%.
** Interpolate specified VMA values for design air voids between
those listed.
*** Extrapolate specified VMA values for production air voids
beyond those listed.
The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HMA. This plan shall
be submitted to the Engineer and approved prior to beginning the paving operations. When the Engineer determines that
segregation is unacceptable, the paving shall stop and the cause of segregation shall be corrected before paving operations will
be allowed to resume.
Hot mix asphalt for patching shall conform to the gradation requirements for Hot Mix Asphalt (Grading S).
A minimum of 1 percent hydrated lime by weight of the combined aggregate shall be added to the aggregate for all hot mix
asphalt.
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REVISION OF SECTION 403
HOT MIX ASPHALT
Acceptance samples shall be taken per CP 41.
Subsection 403.03 shall include the following:
The Contractor shall construct the work such that all roadway pavement placed prior to the time paving operations end for the
year, shall be completed to the full thickness required by the plans. The Contractor's Progress Schedule shall show the methods
to be used to comply with this requirement.
Delete subsection 403.05 and replace with the following:
403.05 The accepted quantities of hot mix asphalt will be paid for in accordance with subsection 401.22, at the contract unit
price for the pay items below.
Payment will be made under:
Pay Item Pay Unit
Hot Mix Asphalt (HMA) (Patching) (8 Inch) Ton
Hot Mix Asphalt (Grading S) (75) (PG 64-22) (7.5 Inches) Ton
Hot Mix Asphalt (2 Inch Overlay) Ton
Aggregate, asphalt recycling agent, additives, hydrated lime, and all other work necessary to complete each hot mix asphalt
item will not be paid for separately, but shall be included in the unit price bid. The pay item includes the PG binder grade,
the asphalt cement will not be measured and paid for separately, but shall be included in the work.
No additional compensation will be considered or paid for any additional asphalt cement, plant modifications and additional
personnel required to produce the HMA as a result in a change to the mix design asphalt cement content.
Historically, typical asphalt cement increases reflected on the Form 43 are from 0.1 to 0.5 percent. However, the Contractor
should anticipate the AC increases typical of his mixes. Contractors bidding the project should anticipate this change and factor
it into their unit price bid.
When the pay item does not include the PG binder grade, asphalt cement will be measured and paid for in accordance with
Section 411. Asphalt cement used in Hot Mix Asphalt (Patching) will not be measured and paid for separately, but shall be
included in the work.
Excavation, preparation, and tack coat of areas to be patched will not be measured and paid for separately, but shall be included
in the work.
Aggregate Base Course for patching areas is not included in this work, but shall be measured and paid for separately.
Emulsified asphalt for prime and tack coats will not be measured and paid for separately, but shall be included in the Hot
Mix Asphalt pay items.
Hot Mix Asphalt (Grade S) (75) (PG 64-28) (3” Mill and Overlay) includes all work to mill, taper mill, and remove asphalt
material to ensure a uniform 3” top lift of asphalt on the limits of HMA pavement, as well as placing the top 3” of asphalt. This
may include overmilling areas to correct cross slopes and imperfections in the pavement as required by the City. Payment for
all milling and 3” overlay with PG 64-28 asphalt material shall be included in the SY quantity.
END OF SECTION REVISION
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January 23, 2019
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REVISION OF SECTION 412
PORTLAND CEMENT CONCRETE PAVEMENT
Section 412 of the Standard Specifications is hereby revised for this project as follows:
Subsection 412.03 shall include the following:
• Concrete Pavement (8 Inch): Concrete shall be Class “P” concrete. The unit price shall include the entire cost of the
installation. Price will include saw cutting, furnishing and installing dowel bars and keyways; supplying, forming,
placing, finishing, and edging the concrete surface; curing and sealing materials, joint materials and sealers.
• Concrete Driveway (8 Inch) (Colored): Driveway approaches shall be class P concrete in accordance with Section 601
and shall be installed in accordance with the Larimer County Urban Area Street Standards. The concrete driveway shall
be Omaha Tan (Davis) in color
Contractor shall provide up to three mock-up slabs of each colored concrete paving. Finished products that do not match the
approved test slab shall be removed and replaced by the Contractor at no cost to the Owner.
Subsection 412.18 shall include the following:
The Contractor shall cut the transverse and longitudinal joints to the width and depth required. The cut shall be made with a
power drive saw equipped with diamond blades. The residue from sawing shall be removed from the pavement by the
Contractor. The material shall be removed at the time of the sawing operation using equipment designed for that purpose.
Any damage to the concrete pavement such as spalling or fracturing shall be repaired by the Contractor as directed by the
Engineer at no cost to the project. The joints shall be immediately flushed with water to remove any sawing residue.
Cleaning, repairing, and proper curing of any spills, fractures, breaks, or voids in the concrete surface of the joints shall be
accomplished prior to installing the backer rod material or joint sealant.
The backer rod shall be placed in such a manner that the grade for the proper depth of the seal material is maintained.
Subsection 412.24(a) shall include the following:
Pay Item Pay Unit
Concrete Pavement (8 Inch) Square Yard
Concrete Driveway (8 Inch) (Colored) Square Yard
The price of all pay items shall be full compensation for furnishing and placing all materials including test slabs, and
demolition of test slabs, excavation, concrete, color additives, stamp mold, forms, joint materials, reinforcement, tooling and
finishing.
END OF SECTION REVISION
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January 23, 2019
33
REVISION OF SECTION 603
CULVERTS AND SEWERS
Section 603 of the Standard Specifications is hereby revised for this project as follows:
Subsection 603.01 shall be revised to include the following:
All utility construction shall conform to the City of Fort Collins Development Construction Standards for Water, Wastewater
and Stormwater, dated December 2011. The contractor can request the most recent copy and updates from Andrew
Gingerich, P.E. at agingerich@fcgov.com or 970-221-6232.
Subsection 603.02 shall be revised to include the following:
All reinforced concrete pipe and bends shall be Class III unless otherwise specified in the plans. Reinforced concrete pipe and
bends shall also meet the minimum requirements for Class 2 sulfate resistance (refer to Section 601 of the Standard
Specifications).
Pipe joints for reinforced concrete pipe shall be bell and spigot complying with the applicable requirements of ASTM C 361.
The spigot end shall be of a grooved or ―profile design to accommodate an appropriate rubber O-ring or ―profile gasket
conforming to the requirements of ASTM C 361.
Subsections 603.03 through 603.11 shall be revised to include the following:
Culvert pipes and bends shall be constructed continuously, from downstream to upstream, except when otherwise approved by
the Engineer. The Contractor is responsible for matching line and grade as shown within the Contract Drawings. Bedding
material shall be placed in accordance with the Contract Drawings and applicable Standard Details to provide uniform and
continuous support.
Culverts and pipe shall be placed with the groove end facing upstream. Each conduit section shall be set into position and
checked for line and grade prior to continuing placement. The manufacturer’s recommendations shall be closely followed
during installation.
The Contractor shall ensure that all installed culverts are kept clean and free from gravel, dirt and debris during and after
installation. The Contractor shall incur all costs associated with street failures, cave-ins, system washout and settlements, and
culvert cleaning as a result of carelessness during this timeframe.
Subsection 603.12 shall include the following:
Pipe shall be measured on a per linear foot basis for the actual number of linear feet of specified pipe installed.
Flowfill backfill will be required on all installed reinforced concrete pipe for the entire length of the pipe. Flowfill will not be
measured separately and will be considered incidental to the work. Flowfill backfill will be required from the springline of the
pipe to top of subgrade.
Subsection 603.13, delete the 2nd to the last paragraph and replace with the following:
Payment will be made under:
Pay Item Pay Unit
4 Inch PVC Pipe (Complete In Place) Linear Foot
18 Inch Reinforced Concrete Pipe (Complete In Place) Linear Foot
23 Inch x 14 Inch Reinforced Concrete Pipe Elliptical (Complete In Place) Linear Foot
30 Inch Reinforced Concrete Pipe (Complete In Place) Linear Foot
36 Inch Reinforced Concrete Pipe (Complete In Place) Linear Foot
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January 23, 2019
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REVISION OF SECTION 603
CULVERTS AND SEWERS
Payment shall include but is not limited to all excavation, disposal of excess material offsite, shoring and bracing, bedding and
backfill material (including filter material and geotextile, flowable fill), furnishing and installing pipe, cleaning existing pipe,
lining of pipe, grout, backfill and compaction. Payment shall be made at the applicable contract unit price for the respective
bid items and shall be full compensation for all labor, equipment, materials, loading, transportation, unloading, installation,
excavation, bedding, flowable fill, formwork, reinforcing steel, concrete/grout, curing, protection of existing facilities,
gaskets, joint materials, and all other appurtenant items to complete the work.
END OF SECTION REVISION
Willow Street Improvements
January 23, 2019
35
REVISION OF SECTION 604
MANHOLES, INLETS AND METER VAULTS
Section 604 of the Standard Specifications is hereby revised for this project as follows:
Subsection 604.01 shall include the following:
This work shall consist of furnishing and installing area inlets, Type ‘R’ inlets, Single Type ‘13’ Combo inlets, and manholes
at the locations and grades indicated on the plans.
This work shall consist of rebuilding the existing manhole near Sta. 10+71.
All utility construction shall conform to the City of Fort Collins Development Construction Standards for Water, Wastewater
and Stormwater, dated December 2011. The contractor can request the most recent copy and updates from Andrew Gingerich,
P.E. at agingerich@fcgov.com or 970-221-6232.
Subsection 604.02 shall be revised to include the following:
Materials shall meet the requirements shown on the plans.
Subsection 604.06 shall include the following:
Measurement for the Inlets and Manholes will be for each unit (complete) that is installed per the plans, manufacturer’s
recommendations and accepted by the Engineer.
Manhole (Special) will be for each unit (complete) that is rebuilt as directed by the Engineer.
Subsection 604.07 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Area Inlet & Cleanout Each
Type ‘R’ Inlet Each
Single Type ‘13’ Combo Inlet Each
72” Diameter Storm Manhole Each
Manhole (Special) Each
Payment shall include but is not limited to all excavation, disposal of excess material offsite, shoring and bracing, bedding
and backfill material (including filter material and geotextile, flowable fill), furnishing and installing manholes, inlets, meter
vaults, and catch basin hoods, cleaning existing pipe, lining of pipe, grout, backfill, and compaction. Payment shall be made
at the applicable contract unit price for the respective bid items and shall be full compensation for all labor, equipment,
materials, loading, transportation, unloading, installation, excavation, bedding, flowable fill, formwork, reinforcing steel,
concrete/grout, curing, protection of existing facilities, gaskets, joint materials, and all other appurtenant items to complete
the work.
END OF SECTION REVISION
Willow Street Improvements
January 23, 2019
36
REVISION OF SECTION 608
SIDEWALKS AND BIKEWAYS
Section 608 of the Standard Specifications is hereby revised for this project as follows:
Subsection 608.02 shall include the following:
Concrete for sidewalks and curb ramps shall meet all the requirements of a Class B concrete in Section 601 of the Standard
Specifications. Class D may be substituted for class B concrete.
Detectable warnings on curb ramps shall be truncated domes of the dimensions shown on the M-Standard Details.
Truncated dome sections shall be “wet set” in the concrete. Surface applied products or products that are installed on a sand
bed will not be allowed. Truncated domes shall be brick red or tile red to provide color contrast with the adjoining ramp
surface. Approved truncated domes manufacturers are listed in the table below (or approved equal)
Vendor Name Product Phone Number
Engineered Plastics, Inc.
Armor Tile Cast-In-Place
Detectable Warning System
800-682-2525
Neenah Foundry Company Detectable Warning Plates 800-558-5075
East Jordan Iron Works, Inc. Truncated Dome Plates 800-626-4653
ADA Solutions, Inc.
Cast-In-Place Composite Tactile
Detectable Warning Surface
800-372-0519
Subsection 608.03 shall include the following:
Accessibility to pedestrian signal push buttons shall be verified and forms adjusted as necessary to provide a level surface
within 10 inches of the pedestrian push button.
Concrete curb ramps shall be constructed in accordance with the horizontal layout shown on the plans and in accordance with
CDOT Standard Plan No. M-608-1.
Subsection 608.06 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Sidewalk Ramp Square Yard
Truncated Domes Square Foot
Concrete Sidewalk (6 Inch) Square Yard
This price shall be full compensation for all labor, materials and equipment necessary to complete the respective items as well
as proof rolling that is required for the subgrade.
END OF SECTION REVISION
Willow Street Improvements
January 23, 2019
37
REVISION OF SECTION 609
CURB AND GUTTER
Section 609 of the Standard Specifications is hereby revised for this project as follows:
Subsection 609.02 shall include the following:
Concrete for curb and gutter poured monolithically with adjacent concrete pavement as shown in the plans shall be identical to
that used for the specified adjacent concrete pavement. The gutter slope shall match the slope of the adjacent roadway as shown
on the plan details.
Concrete for curb and gutter not poured monolithically with adjacent concrete pavement shall meet all the requirements
of a Class B concrete in Section 601 of the Standard Specifications. Class P may be substituted for class B concrete.
Subsection 609.07 shall include the following:
Payment will be made under:
Pay Item Pay Unit
4’ Gutter Linear Foot
4” Mountable Curb & Gutter Linear Foot
6” Vertical Curb & Gutter (2” Catch) Linear Foot
6” Vertical Curb & Gutter (2” Spill) Linear Foot
Concrete Header (9” wide) Square Yard
END OF SECTION REVISION
Willow Street Improvements January 23, 2019
38
REVISION OF SECTION 613
ELECTRICAL CONDUIT – GENERAL
Section 613 of the Standard Specifications is hereby revised for this project as follows:
Add the following to subsection 613.07:
This work is for the installation of electrical conduits. These conduits (laterals) shall be installed to connect to the traffic
signal controller cabinets, electric meters, and traffic signal poles. The conduit installation shall be in accordance with this
specification:
The excavations required for the installation of conduit or cable shall be performed in such a manner as to avoid unnecessary
damage to streets, sidewalks, landscaping, sprinkler systems and other improvements. Trenches shall not be excavated wider
than necessary for the installation of the electrical appurtenances. Excavation shall not be performed until immediately before
installation of conduits. The material from the excavation shall be placed in a position not to cause damage or obstruction to
vehicular or pedestrian traffic or interfere with surface drainage.
Trenches shall be made with a rock-wheel or other machine capable of cutting a narrow trench (4") so as to allow traffic to
pass over prior to back-filling. The machine shall be equipped with shields to direct the spoil downward and away from
passing vehicles, workmen and pedestrians.
Off-street trenches shall be back-filled with the same material that was removed and shall be compacted and shaped to match
the surrounding surface. On-street trenches within ALL roadway areas shall be back-filled with CDOT approved Structure
Backfill (Flow-Fill) and capped with 9" minimum of Hot Mix Asphalt Pavement (Patching) in accordance with Section 403
and City of Fort Collins Street Cut Regulations if applicable. If surrounding pavement depth is greater than 9 inches, the
HMA (Patching) depth shall match the existing pavement.
All surface materials including sprinkler systems, landscaping, shrubs, sod grass, and native growth vegetation which is
disturbed by trenching and back-filling operation shall be restored in kind equal to or exceeding the original conditions.
All conduit runs that will not have a copper conductor installed shall have a #12 AWG stranded copper conductor placed
inside for locating purposes. Locating conductor and tape will not be measured and paid separately but shall be included in
the unit price for conduit.
Conduit shall always enter a pull box, hand-hole, or any other type structure from the direction of the run only.
All conduits shall be fully compatible with fiber optic cable. Plastic conduit shall be Schedule 80 in the diameters shown on
the plans and shall be compliant with Bellcore® TW-NWT-000356 requirements. Each conduit shall be equipped with a pull
tape and each bore shall have a copper tracer wire of at least 12 gauge.
Plastic PVC conduit shall be certified by the manufacturer as meeting ANSI/UL 6 and 651. The manufacturer shall be ISO
9000 compliant.
All conduit bends, including factory-installed bends, shall not have a bend radius less than six times the inside diameter of the
conduit.
Conduit plugs for sealing conduit shall also be supplied and installed in all open conduit ends as soon as the conduit is
installed. Plugs shall be durable, fabricated from no metallic parts, be of the split design to allow removal and reinstallation
around in-place cables and be easily removable and reusable. Plugs shall be capable of being installed by hand without any
tools and shall provide a water and air tight seal of at least 100 psi and shall cause no damage to the cable when installed.
Willow Street Improvements January 23, 2019
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REVISION OF SECTION 613
ELECTRICAL CONDUIT – GENERAL
At some locations (as illustrated on the Plans or in these specifications, or as directed by the Engineer), new conduits shall be
installed in an existing pull box. At these locations, the Contractor shall carefully excavate around the pull box and install the
new conduit in the pull box in a manner that meets the requirements of this Special Provision. The Contractor shall not
damage the existing pull box. If the existing pull boxes or concrete collars are cracked or damaged during conduit
installation, the Contractor shall be required to replace either or both conforming to the requirements of the contract at no
additional cost.
Subsection 613.11 shall include the following:
Electrical Conduit will be measured by the linear feet of conduit and installed in accordance with these Special Provisions,
the Project Specifications, or as directed by the Engineer. Electrical Conduit will include groundwork, sweeps, pull cord,
copper tracer wire, adapters, fittings, splice couplings, conduit plugs (for conduits both with and without fiber optic cable),
equipment, labor, and all other items necessary to complete the work.
Subsection 613.12 shall include the following:
Pay Item Pay Unit
2-Inch Electrical Conduit Linear Foot
2-Inch Electrical Conduit (Bored) and 3-Inch Electrical Conduit (Bored) shall not be measured and paid for separately, but
shall be included in the pay item Traffic Signal System (LS).
END OF SECTION REVISION
Willow Street Improvements January 23, 2019
40
REVISION OF SECTION 613
PULL BOXES – GENERAL
Section 613 of the Standard Specifications is hereby revised for this project as follows:
Section 613 of the Standard Specifications is hereby revised for this project as follows:
Subsection 613.07(c) shall include the following:
Electrical pull box shall be the type A pull box. The covers of the type A pull box shall have the word “ELECTRIC”
physically impressed (not painted) on top. Traffic signal pull box shall be the type B pull box. The covers of the type B pull
box shall have the word “TRAFFIC” physically impressed (not painted) on top. Communication pull box shall be the type C
pull box. The covers of the type C pull box shall have the words “TRAFFIC COMM” physically impressed (not painted) on
top. The covers shall be attached to the pull box body by screw-in bolts and shall have two lift slots to aid in the removal of
the lid.
All concrete collars, footings, and location marker supports shall be Portland Cement Concrete Class B and shall be in
accordance with Section 601.
Pull boxes that are to be in traveled ways shall be outfitted with traffic bearing lids rated for HS 20-44 loads. The pull boxes
shall have a special concrete footing extending 8 inches around the outside and 6 inches around the inside of the pull box
bottom, as shown in the plans. Pull boxes installed in dirt or landscape areas shall have a 12 inch wide by 6 inch thick
concrete collar placed around the top in lieu of the concrete footing, as shown in the plans.
When the plans call for a fiber optic cable location marker to be installed at the pull box location, the concrete foundation
support for the location marker shall be placed monolithically with the concrete collar.
Pull Box (Surface Mounted) shall be metal type with a hinged front door and have at least a NEMA 3R rating. The hinged
door shall be provided with both a weather tight seal and a key lock mechanism. Surface mounted pull boxes shall be of the
dimensions shown in the plans, and shall be mounted on or embedded into hard surfaces such as bridge decks, concrete
barriers, retaining walls, or buildings, as shown in the plans. Surface mounted pull boxes shall be attached using 3/8-inch
epoxy anchors or other methods, as approved by the Engineer. Surface mounted pull boxes shall not be used for ground
installations.
Subsection 613.12 shall include the following:
Pay Item Pay Unit
Traffic Signal System Lump Sum
Pull boxes shall include the removal of any existing pull box, installation of the new pull box, modification of conduit ends,
restoration of disturbed surface materials, and all other work necessary to complete the installation. All work necessary for
the removal and installation of pull boxes will not be measured and paid for separately but shall be included in Traffic Signal
System (LS).
All other pull boxes required to complete the work will not be measured and paid separately but shall be included in the work
of the conduit installation.
END OF SECTION REVISION
Willow Street Improvements January 23, 2019
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REVISION OF SECTION 614
TRAFFIC CONTROL DEVICES
Section 614 of the Standard Specifications is hereby revised for this project as follows:
Subsection 614.01 shall be deleted and replaced with the following:
This work shall be done in accordance with the following, and in case of discrepancy the order of precedence shall be as
follows:
1. Project Special Provisions
2. Larimer County Urban Area Street Standards
3. Project Standard Specifications
4. CDOT Standard Specifications for Road and Bridge Construction 2017
5. The latest revision of the Manual on Uniform Traffic Control Devices for Streets and Highways published by the
FHWA and adopted by CDOT
END OF SECTION REVISION
Willow Street Improvements January 23, 2019
42
REVISION OF SECTION 622
REST AREAS AND BUILDINGS
Section 622 of the Standard Specifications is hereby revised for this project as follows:
Remove the following from Subsection 622.20:
Trash Receptacles. This work shall include furnishing of all labor, materials, equipment and services necessary for the proper
installation of trash receptacles.
Receptacles with anchor shall be installed at locations shown on the plans.
Add the following to Subsection 622.20:
Planter Box. This work shall include furnishing of all labor, materials, equipment and services necessary for the proper
installation of planter boxes. Planter Box types are described in the plans and details. The
Add the following to Subsection 622.27:
The quantity of Planter Box and Tree Grate will not be measured but shall be the quantity designated in the contract.
Add the following to Subsection 622.28:
Pay Item Pay Unit
Landscaping and Urban Design Lump Sum
Any labor and materials related to the installation of Planter Box including planter soil mix, weed barrier fabric, cobble,
surface mount anchoring and drainage system will not be measured and paid for separately but shall be included in the work
for the pay item Landscaping and Urban Design (LS).
END OF SECTION REVIEW
Willow Street Improvements January 23, 2019
43
REVISION OF CDOT SECTION 623
IRRIGATION SYSTEM
Section 623 of the Standard Specifications is hereby revised for this project as follows:
Subsection 623.02 shall include the following:
The contractor shall connect to the existing irrigation tap as shown on the plans. If the tap is to be moved the contractor shall
perform the excavation and backfill for the irrigation tap to the water line. The City of Fort Collins shall provide the physical
tap of the water line.
This work shall cover all work necessary to repair any impacted private irrigation systems and return them to a fully
operational system. All work required to complete the system shall be included in this item. The work identified in the plans
is the best guess at the amount of work required to complete the private systems, additional work shall be considered
incidental to this item and shall not be paid separately.
Subsection 623.04 shall include the following:
Contractor shall install a WeatherTrak Two-Wire Control system as specified in the irrigation plans & details per City of Fort
Collins standards. Coordinate with City of Fort Collins as required.
Attach wire markers to the ends of control wires inside the controller unit housing. Label wires with the identification
number (see drawings) of the remote control valve to which the control wire is connected.
In subsection 623.07(a) delete the first paragraph and replace with the following:
(a) Pop-up spray Sprinklers. The pop-up spray sprinkler body, stem, screen, and nozzle shall be constructed of heavy
duty plastic.
Subsection 623.10 shall include the following:
Plastic and Copper water lines listed below shall be paid for under section 619.
Subsection 623.10 (a) shall include the following:
Identify all pipe with the following indelible markings:
(a) Manufacturer’s Name.
(b) Nominal pipe size.
(c) Schedule of class.
(d) Pressure rating
(e) NSF (National Sanitation Foundation) seal of approval.
(f) Date of extrusion.
Delete subsection 623.10 (b) and replace with the following:
(b) Lateral Line Pipe. Lateral line pipe shall be Class 200 PVC manufactured from virgin polyvinyl chloride (PVC)
compound in accordance with ASTM standards D2241 and D1784, cell classification 12454-B, Type I, Grade I.
Fittings shall be standards weight Schedule 40 injection molded PVC conforming to ASTM D1784 and D2466, cell
classification 12454-B.
Subsection 623.10 (c) replace with the following:
Drip irrigation laterals to pots, use UV radiation resistant polyethylene pipe manufactured from Prime Union Carbide G-resin
7510 Natural 7 manufactured by Union Carbide or a Union Carbide Licensee with a minimum of 2% carbon black, and
minimum nominal pipe ID dimension of 0.810" for 3/4 inch pipe.
Willow Street Improvements January 23, 2019
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REVISION OF CDOT SECTION 623
IRRIGATION SYSTEM
Delete Subsections 623.10 (d), and 623.10 (e).
Subsection 623.10 shall include the following:
(f) Copper pipe: Pressure supply line from point-of-connection through backflow preventer shall be Type "K" rigid
conforming to ASTM Standard B88.
Use wrought copper or cast bronze fittings, soldered or threaded per the installation details. Use a 95% tin and 5% antimony
solder.
(g) Joint Cement and Primer –Weldon P-70 Primer and Weldon 711 Gray Glue or Weldon 725 Wet and Dry Glue will be
allowed.
(h) Irrigation Roadway and sidewalk sleeves. Sleeving shall be Class 200 PVC manufactured from virgin polyvinyl chloride
(PVC) compound in accordance with ASTM standards D2241 and D1784, cell classification 12454-B, Type I, Grade I.
Delete Subsections 623.1 (c), 623.11 (d), and 623.11 (e).
Delete Subsection 623.11 (f) and replace with the following:
(f) Mainline Isolation Valves. Gate valves for 3/4-inch through 2-1/2-inch Pipe – Brass construction; solid wedge, IPS
threads, and non-rising stem with square operating nut.
Delete Subsection 623.13.
Subsection 623.23 First Sentence shall read as follows:
“After installation of…for leaks after a minimum 120 PSI static pressure…for four hours in a hydro static test.”
Subsection 623.23 shall include the following:
The contractor shall conduct pressure tests in the presence of the Engineer or Engineer’s representative. The Contractor shall
give 72 hour notice prior to testing. The test is acceptable if no loss of pressure is evident during the test period. The
Contractor shall retest system until test pressure can be maintained for the duration of the test.
Subsection 623.26 shall include the following:
The Contractor shall provide a valve sequencing chart for each automatic controller installed. Charts shall not be prepared
until as-builts plans have been approved by the Engineer. Charts shall be installed on the automatic controller door with
photo reduction prints of the as-builts plans. Reduction prints shall be kept to the largest size possible to retain full legibility.
A readable print of the as-built plans shall be provided showing the area covered by the automatic controller. The area of
coverage of each control valve shall be identified using a distinctly different pastel color, drain over the entire area of
coverage.
In Subsection 623.30, second paragraph, delete item (4) and replace with the following:
(4) Two of each Type of Valve box
Subsection 623.30 shall include the following:
One set of special tools required for removal, disassembling and adjusting each type of sprinkler head and valve installed.
Two keys for each automatic controller enclosure.
Willow Street Improvements January 23, 2019
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REVISION OF CDOT SECTION 623
IRRIGATION SYSTEM
In Subsection 623.32, delete the second and third paragraphs.
Under Subsection 623.33, add the following items:
Pay Item Pay Unit
Irrigation Lump Sum
END OF SECTION REVISION
Willow Street Improvements January 23, 2019
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REVISION OF SECTION 627
PAVEMENT MARKING
Section 627 of the Standard Specifications is hereby revised for this project as follows:
Subsection 627.01 shall include the following:
The City of Fort Collins will furnish and install all permanent pavement markings for the project. The Contractor is required
to coordinate with the City for the completion of work.
END OF SECTION REVISION
Willow Street Improvements January 23, 2019
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REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Section 630 of the Standard Specifications is hereby revised for this project as follows:
Subsection 630.01 shall include the following:
This work shall consist of furnishing, installing, maintaining and removing temporary construction traffic control devices
including but not limited to: signs, advance warning arrow panels, variable message boards, barricades, channeling
devices and delineators as required by the latest version of the City of Fort Collins Work Area Traffic Control Handbook,
Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) and Larimer County Urban Area Street
Standards (LUCASS).
In the event of a conflict between the MUTCD and the City’s criteria, the City of Fort Collins specifications shall govern.
In Subsection 630.17, delete paragraphs 1 through 6 and replace with the following:
Construction traffic control devices, including Barricades, Construction Traffic Signs, Drum Channelizing Devices and Traffic
Cones, Concrete Barriers will not be measured separately, but will be paid for on a lump-sum basis under Construction Traffic
Control.
No separate measurement will be performed on individual traffic control devices required to complete construction traffic
control for this project. Contractor shall meet all requirements in Section 630 of the Standard Specifications.
In Subsection 630.18, delete the 1st, 2nd, and 4th paragraphs and replace with the following:
Payment for construction traffic control devices will be on a lump sum basis, and includes all labor, materials, and equipment
to perform the work required to construct the project and in accordance with Section 630 of the Standard Specifications. No
separate payment will be made for furnishing, erecting, cleaning, maintaining, resetting, repairing, replacing, moving,
removing, and disposing of the construction traffic control devices.
The Contractor shall provide all traffic control devices as required upon developing his Method for Handling Traffic (MHT)
for each phase of the work. Depending on how the Contractor chooses to phase the work, additional devices may be required
to comply with the approved MHT and MUTCD. Payment for traffic control devices will be on a lump sum basis. No
additional payment will be made for traffic control devices that exceed the quantities estimated in the plans.
Payment will be made under:
Pay Item Pay Unit
Construction Traffic Control Lump Sum
Flagging Hour
Traffic Control Management Day
Traffic Control Inspection Day
Portable Message Sign Panel Day
END OF SECTION REVISION
Willow Street Improvements January 23, 2019
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FORCE ACCOUNT ITEMS
DESCRIPTION
This special provision contains the Department's estimate for force account items included in the Contract. The estimated
amounts marked with an asterisk will be added to the total bid to determine the amount of the performance and payment
bonds. Force Account work shall be performed as directed by the Engineer.
BASIS OF PAYMENT
Payment will be made in accordance with subsection 109.04. Payment will constitute full compensation for all work
necessary to complete the item.
Force account work valued at $5,000 or less, that must be performed by a licensed journeyman in order to comply with
federal, state, or local codes, may be paid for after receipt of an itemized statement endorsed by the Contractor.
Force Account Item Quantity Amount
* F/A 01 –Hazardous Materials Management F.A. $ 10,000
F/A 01 08 – Hazardous Materials Management – Payment is for items the City and the Contractor have agreed to share risk
on. Refer to the Revision of Section 109 – Construction Management/General Contractor Force Accounts.
Willow Street Improvements January 23, 2019
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UTILITIES
Known utilities within the limits of this project are:
UTILITY CONTACT PHONE E-MAIL
BNSF Railway
Century Link William Johnson (970) 490-7503 william.johnson2@centurylink.com
City of Fort Collins –
Connexion
Tyler Siegmund (970) 416-2724 tsiegmund@fcgov.com
City of Fort Collins –
Erosion Control
Jesse Schlam (970) 218-2932 jschlam@fcgov.com
City of Fort Collins –
Light and Power
Tyler Siegmund (970) 416-2724 (w) tsiegmund@fcgov.com
City of Fort Collins –
Ped Traffic Signal
Britney Sorensen (970) 416-2268 bsorensen@fcgov.com
City of Fort Collins –
Sanitary & Water
Andrew Gingerich (970) 221-6232 agingerich@fcgov.com
City of Fort Collins –
Signing & Striping
Rich Brewbaker (970) 221-6792 rbrewbaker@fcgov.com
City of Fort Collins –
Stormwater
Dan Mogen (970) 224-6192 dmogen@fcgov.com
City of Fort Collins –
Stormwater
Doug Groves (970) 224-6024 dgroves@fcgov.com
Comcast – Cable TV Kevin Young (720) 281-8666 (c) kevin_young@cable.comcast.com
Xcel Energy - Gas Stephanie Rich (970) 225-7828 (w) stephanie.rich@xcelenergy.com
Willow Street Improvements January 23, 2019
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UTILITIES
The work described in these plans and specifications requires coordination between the Contractor and the utility companies
in accordance with subsection 105.11 in conducting their respective operations as necessary to complete the utility work with
minimum delay to the project.
PART 1 - CONTRACTOR SHALL PERFORM THE WORK LISTED BELOW:
Coordinate project construction with performance by the utility owner of each utility work element listed in Part 2 below.
Perform preparatory work specified in Part 2 for each utility work element. Provide an accurate construction schedule that
includes all utility work elements to the owner of each impacted utility. Provide each utility owner with periodic updates to
the schedule. Conduct necessary utility coordination meetings, and provide other necessary accommodations as directed by
the Engineer. Notify each utility owner in writing, with a copy to the Engineer, prior to the time each utility work element is
to be performed by the utility owner. Provide notice, as specified in Part 2, immediately prior to the time the utility work
must begin to meet the project schedule.
Provide traffic control, as directed by the Engineer, for any utility work performed by the utility owner within the project
limits expected to be coordinated with construction.
Perform each utility work element for every utility owner listed in Part 1. Notify each utility owner in advance of any work
being done by the Contractor to its facility, so that the utility owner can coordinate its inspections for final acceptance of the
work with the Engineer. Obtain written acceptance from the utility owner for work performed by Contractor.
All Utility Companies
The Contractor will contact each utility company a minimum of 2 business days, unless otherwise noted, prior to working in
the utility company’s area so that the utility company can provide an inspector and/or complete any necessary adjustments or
relocations.
If a need for utility work by either the Contractor or a Utility Company arises, the following shall apply:
The Contractor shall be responsible for coordinating the adjustment of utilities on this project.
The Contractor shall keep each utility company advised of any work being performed in the vicinity of their
facilities, so that each utility company can coordinate any needed locates, adjustments or inspections.
Project Limits - All Utility Owners
Prior to excavating, the Contractor shall positively locate (through potholing if necessary) all potential conflicts with existing
underground utilities and proposed construction, as determined by the Contractor according to proposed methods and
schedule of construction. The Contractor shall modify construction plans to avoid existing underground facilities as needed,
and as approved by the Engineer. Please note that UNCC marks only its members' facilities - Other facilities, such as ditches
and drainage pipes may exist, and it is the Contractor's responsibility to investigate, locate and avoid such facilities.
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UTILITIES
CenturyLink
The Contractor shall notify CenturyLink one week in advance of construction operations commencing near CenturyLink
facilities.
The Contractor shall protect in place any CenturyLink facilities and shall coordinate with CenturyLink if any facility is found
to be in conflict. No relocation is anticipated, but if a relocation or adjustment is necessary, the Contractor shall coordinate
with CenturyLink to schedule and facilitate the work by CenturyLink forces.
City of Fort Collins Utilities
The Contractor shall notify the City one week in advance of construction operations commencing near the City’s Fiber Optic,
Light and Power, Stormsewer, Water and Sanitary facilities.
The Contractor shall protect in place any City Fiber Optic facilities and shall coordinate with City Fiber Optic if any facility
is found to be in conflict. No relocation is anticipated, but if a relocation or adjustment is necessary, the Contractor shall
coordinate with City Fiber Optic to schedule and facilitate the work by City Fiber Optic forces.
The Contractor shall protect in place any City Light and Power facilities and shall coordinate with City Light and Power to
schedule and facilitate the relocation work by City Light and Power forces.
Prior to commencement of construction, the Contractor shall clear all storm drains, inlets, laterals, mains and other storm
runoff appurtenances within the project limits of sediment and debris. After construction, the Contractor shall remove any
sediment or debris from the storm sewer system. This work will not be paid for separately, but shall be included in the cost
of the work.
The Contractor shall protect in place any City Water facilities and shall coordinate with City Water if any facility is found to
be in conflict. The Contractor shall adjust and clean valve boxes as shown on the plans. The Contractor shall reset the fire
hydrant in the NE corner of Willow Street and Pine Street
The Contractor shall protect in place any City Sanitary facilities and shall coordinate with City Sanitary if any facility is
found to be in conflict. The Contractor shall adjust and modify manholes as shown on the plans. The Contractor shall install
two manholes, 12” PVC pipe and modify one manhole as shown on the plans.
Comcast
The Contractor shall notify Comcast one week in advance of construction operations commencing near Comcast facilities.
The Contractor shall protect in place any Comcast facilities and shall coordinate with CenturyLink if any facility is found to
be in conflict. The Contractor shall coordinate with Comcast to schedule and facilitate the relocation work by Comcast
forces.
Xcel Energy – Gas Distribution
The Contractor shall notify Xcel Energy one week in advance of construction operations commencing near Xcel Energy gas
facilities.
The Contractor shall protect in place the Xcel Energy gas service lines near the signal pole caisson work, conduit boring,
bridge work and shall coordinate with Xcel Energy if any facility is found to be in conflict. No relocation is anticipated, but
if a relocation or adjustment is necessary, the Contractor shall coordinate with Xcel Energy to schedule and facilitate the
work by Xcel Energy forces.
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UTILITIES
PART 2 - UTILITY OWNERS SHALL PERFORM THE WORK LISTED BELOW:
Although the Contractor shall provide traffic control for utility work expected to be coordinated with construction, traffic
control for utility work outside of typical project work hours or outside of project limits shall be the responsibility of the
utility owner. The utility owner shall prepare and submit to the
Engineer a Method of Handling Traffic for utility work to be performed outside typical project work hours or outside of
project limits. The utility owner shall obtain acceptance of the Method of Handling Traffic from the Engineer prior to
beginning the utility work to be performed outside typical project work hours or outside of project limits.
This work will be performed by the utility owners as necessary to avoid conflicts with construction activities. New locations
shall be as indicated in the plans. Utility owners shall comply with schedule requirements of the Contractor and make every
effort not to impact the overall construction schedule. Unless otherwise approved by the Engineer, abandoned aboveground
appurtenances such as pedestals shall be removed and abandoned underground utilities and manholes/handholds shall be
abandoned in place.
Utility owners are responsible for obtaining all necessary permits from the City of Fort Collins and CDOT, as required.
CenturyLink
CenturyLink shall coordinate with the Contractor about the CenturyLink facilities to be relocated or adjusted.
City Utilities
City Utilities shall inspect utility work performed by the Contractor listed in Part 1 above.
Comcast
Comcast shall coordinate with the Contractor about the Comcast facilities to be relocated or adjusted.
Xcel Energy – Gas Distribution
Xcel Energy shall coordinate with the Contractor about the Xcel Energy facilities to be relocated or adjusted, if needed.
GENERAL:
The Contractor shall comply with Article 1.5 of Title 9, CRS ("Excavation Requirements") when excavating or grading is
planned in the area of underground utility facilities. The Contractor shall notify all affected utilities at least two (2) business
days, not including the actual day of notice, prior to commencing such operations. The Contractor shall contact the Utility
Notification Center of Colorado (UNCC) at phone no. 811 or 1-800-922-1987, to have locations of UNCC registered lines
marked by member companies. All other underground facilities shall be located by contacting the respective owner. Utility
service laterals shall also be located prior to beginning excavation or grading.
The locations of utility facilities as shown on the plan and profile sheets were obtained from the best available information.
No warranty is made for the adequacy or accuracy of subsurface information provided. The Contractor shall cooperate with
the utility owners in their relocation operations as provided in subsection 105.11 of the Standard Specifications for Road and
Bridge Construction. No guarantee is made that utility conflicts will be resolved prior to construction activities and any
delays resulting from utility relocation work shall be dealt with in accordance with subsection 108.08 of the Standard
Specifications for Road and Bridge Construction as amended.
Willow Street Improvements January 23, 2019
53
-5-
UTILITIES
All costs incidental to the foregoing requirements will not be paid for separately, but shall be included in the work.
The work described in these plans and specifications requires coordination between the Contractor and the utility companies in
accordance with subsection 105.11 in conducting their respective operations as necessary to complete the utility work with
minimum delay to the project.
The Contractor shall coordinate the work with the owners of the utilities impacted by the work. Coordination with utility
owners includes, but is not limited to, staking construction features, providing and periodically updating an accurate
construction schedule which includes all utility work elements, providing written notification of upcoming required utility
work elements as the construction schedule indicates, allowing the expected number of working days for utilities to
complete necessary relocation work, conducting necessary utility coordination meetings, applying for and obtaining power
or communication services in the City’s name and all other necessary accommodations as directed by the Project Engineer.
Surveying and/or staking of utility relocations to be performed by the owner shall be the responsibility of the utility owner.
Item No. Description Unit Contract Quality Unit Price Total
201 Clearing and Grubbing LS 1 $
202 Removals LS 1 $
202 Removal of Tree EA 2 $
203 Unclassified Excavation CY 2735 $
203 Unsuitable Material (Muck Ex) CY 400 $
207 Pre-amendment Topsoil CY 35 $
203 Potholing HR 40 $
208 Erosion Control LS 1 $
210 Abandon Ex Monitoring Well In Place EA 2 $
210 Adjust Rim of Ex Monitoring Well and Resurvey for Monitoring EA 3 $
210 Adjust Manhole EA 6 $
210 Adjust Valve Box EA 5 $
210 Adjust Water Meter Pit EA 2 $
210 Adjust Cleanout and Install in Valve Box EA 1 $
210 Adjust Curb Stop EA 2 $
210 Modify Irrigation System and Remove Sod as Required (Aztlan Frontage) LS 1 $
210 Relocate Trees, Shrubs and Planter Box (Debar Frontage) LS 1 $
210 Relocate Fire Hydrant EA 1 $
210 Reset Mailbox (Type 1) EA 5 $
210 Reset Newsstand Box EA 1 $
213 Landscape Weed Barrier Fabric SY 670 $
213 Mulching (Wood Chip)(Special) CF 45 $
213 4” to 8” Inorganic River Cobble TON 50.52 $
213 Inorganic Mulch (Special) Pea-Gravel TON 2.4 $
213 Landscape Boulders – Type ‘A’ EA 16 $
213 Landscape Boulders – Type ‘B’ EA 7 $
214 Deciduous Trees (3" Caliper) EA 10 $
214 Ornamental Trees (2" Caliper) EA 5 $
214 Deciduous Shrubs (5 Gallon) EA 33 $
214 Perennials (1 Gallon) EA 143 $
214 Ornamental Grasses (1 Gallon) EA 54 $
214 Landscape Maintenance (24 months) LS 1 $
304 Aggregate Base Course (Class 6) (Includes under C&G) (unit wt 105 lb/in-sy) TON 1868 $
403 Hot Mix Asphalt (HMA) (Patching) (8 Inch) TON 1 $
403 HMA (Grading S)(75)(PG 64-22)(7.5 Inches) (unit wt 115 lb/in-sy) TON 2400 $
403 HMA (2 Inch Overlay) (unit wt 115 lb/in-sy) TON 225 $
412 Concrete Pavement (8 Inch) SY 555 $
412 Concrete Driveways (8 Inch) (Colored) SY 171 $
603 4 inch PVC Pipe (Complete In Place) LF 98 $
603 18 Inch Reinforced Concrete Pipe (Complete In Place) LF 1 $
603 23 Inch x 14 Inch Reinforced Concrete Pipe Elliptical (Complete In Place) LF 100 $
603 30 Inch Reinforced Concrete Pipe (Complete In Place) LF 79 $
603 36 Inch Reinforced Concrete Pipe (Complete In Place) LF 64 $
604 Area Inlet & Cleanout EA 5 $
604 Type 'R' Inlet EA 2 $
604 Single Type '13' Combo Inlet EA 1 $
604 72" Dia. Storm Manhole EA 4 $
604 Manhole (Special) EA 1 $
604 Core Drill and Grout Connection to Ex Manhole EA 1 $
604 4" Sanitary Sewer Service and cleanout for Drinking Fountain EA 1 $
607 Fence (Plastic) FOR TREE PROTECTION LF 60 $
608 Sidewalk Ramp SY 26 $
608 Concrete Sidewalk (6 Inch) SY 907 $
608 Type 1 Interlocking Concrete Pavers (60 mm Thick) (concrete sub-slab) SF 1788 $
608 Type 2 Interlocking Concrete Pavers (60 mm Thick) (concrete sub-slab) SF 429 $
608 Type 3 Interlocking Concrete Pavers (60 mm Thick) (concrete sub-slab) SF 65 $
608 Street Name Text - Sand Blasting, Staining & Sealing EA 3 $
609 4' Gutter LF 106 $
609 4" Mountable Curb & Gutter LF 103 $
609 6" Vertical Curb & Gutter (2" Catch) LF 740 $
609 6" Outfall Curb & Gutter (2" Spill) LF 180 $
613 2-inch Electrical Conduit (Bored) (for Connexion F.O. lines) LF 2500 $
622 Recycle Container EA 4 $
622 Trash Container EA 4 $
622 Bicycle Rack EA 4 $
622 Type 2 Planter Pot EA 12 $
622 Type 1 Planter Pot EA 16 $
622 Ornamental Fence Panels EA 3 $
622 Type 2 Tree Grate with Frame and Trim Ring EA 9 $
622 Type 1 Tree Grate with Frame EA 4 $
622 Type 1 Trench Grate at Sidewalk Chase and Frame LF 80 $
622 Type 2 Trench Grate at Sidewalk Chase and Frame LF 85 $
622 Grate Pavers and Frames EA 400 $
622 Skateboard Deterrents EA 39 $
623 Irrigation System LS 1 $
625 Construction Surveying LS 1 $
626 Mobilization LS 1 $
630 Construction Zone Traffic Control LS 1 $
630 Flagging HR 390 $
630 Traffic Control Management DAY 100 $
630 Traffic Control Inspection DAY 30 $
630 Portable Message Sign Panel DAY 400 $
212 Sod (replace) SF 190 $
601 Raised Concrete Seat Walls CY 18 $
608 Granite Paver - 24"x24"X2-1/8" THK. (concrete sub-slab) SF 1045 $
608 Granite Paver - 24"x24"X2-1/8" THK. (3% over run) SF 31.35 $
613 Light Standard and Luminaire (Pedestrian) EA 13 $
613 String Light Post and Standard Foundation EA 14 $
613 Light Rope/String LF 450 $
613 Accent Lighting at Benches (under bench) LF 36 $
613 Lighting Control Center EA 2 $
613 2-inch Electrical Conduit (plastic) LF 1200 $
613 1-inch Electrical Conduit (plastic) LF 2400 $
613 Wiring LS 1 $
613 Pull box tier 22 (11" x 18" x 12") EA 8 $
613 Electrical System Modifications LS 0 $
613 2-Plex Receptacles EA 18 $
622 Bench EA 2 $
622 Ornamental Bollard EA 6 $
622 Pedestrian Light Poles and Concrete Caisson EA 7 $
622 I-Beam String Light Post - Seat Wall Mount EA 11 $
622 I-Beam String Light Post - Ground Wall with Concrete Caisson EA 3 $
700 Environmental Health and Safety Management FA 1 $ 10,000.00 $ 10,000.00
$
%
%
%
*Maximum profit, overhead and markup percentages are to be used for any final pricing negotiations or changes to
provided bid prices, as deemed necessary per the Request for Proposal.
Maximum Profit, Overhead and Markup - Final Pricing Negotiations
Profit Percentage
Overhead Percentage
Markup Percentage
75% Design Bid Items
TOTAL BID
Force Accout Items
ATTACHMENT 4
ATTACHMENT 5
ATTACHMENT 6
CITY OF FORT COLLINS
RFP 8859- CMGC WILLOW STREET IMPROVEMENTS
1
Preconstruction Support Services Proposal Form
For Preconstruction Support Services, provide a breakdown of the approximate hours, by individual, for staff
anticipated to provide the services. Preconstruction Support Services will be paid on a time and reimbursable
direct cost basis.
Prime Contractor Support Services:
Name Title Rate Estimated
Hours
Activities
Total Amount for Preconstruction Support
Services
Total
Hours
Total Amount
Subcontractor Support services:
Subcontractor Title Rate Estimated
Hours
Activities
Total Amount for Preconstruction Subcontractor
Support Services
Total
Hours
Total Amount
Define your team’s role during Preconstruction Support Services, and how your team plans to help
manage and reduce risk:
ATTACHMENT 7
400 North Link Lane | Fort Collins, Colorado 80524
Telephone: 970-206-9455 Fax: 970-206-9441
July 2, 2015
Interwest Consulting Group
1218 W. Ash Street, Suite C
Windsor, CO 80550
Attention: Mike Oberlander
Subject: Limited Phase II Environmental Site Assessment (ESA)
Willow Street Project, Fort Collins, Colorado
CTL Project No. FC06967.000-205
INTRODUCTION
This report presents the analytical results for soil and groundwater samples collected
during the Limited Phase II Environmental Site Assessment (ESA) of the Willow Street
Project located on Willow Street between Linden Street and the railroad tracks to the west,
in Fort Collins, Colorado.
BACKGROUND
CTL | Thompson (CTL) was retained to conduct a limited Phase II ESA within the right-of-
way for Willow Street. The approved scope of work was detailed in CTL’s proposal no.
FC-15-0100r4, dated March 24, 2015 and revised May 29, 2015. In general, the scope of
work included advancement of 15 borings at pre-selected locations that would be
generally representative of subsurface excavation locations that will be associated with
planned roadway and utility improvements within the Willow Street right-of-way. There
was concern that there may be subsurface petroleum hydrocarbon contamination due to
historic releases from a former manufactured gas plant that was once located near the
west side of the project. The 15 boring locations were pre-selected at roughly 50-foot
intervals along the project and at locations where deep utility excavations are expected to
be required.
This scope of work is not intended to fully delineate the horizontal and vertical extent of
contamination, if present. If contamination was identified, the limited number of borings
and samples would not necessarily identify the extent or the source of contamination nor
should the concentrations imply that these are the highest concentrations on the Site. For
example, any one of these borings could be moved ten or more feet and higher
concentrations of contamination could be identified. The presence of contamination during
the Phase II is an indicator of contamination and additional investigation would be required
to determine the source, extent, and highest concentration of contamination.
FIELD ASSESSMENT AND SAMPLING METHODS
Prior to mobilization, CTL notified the public utility locating service to have public utility
locations marked in the field. In addition, CTL prepared a Health & Safety Plan for the
ATTACHMENT 8
WILLOW STREET PROJECT
PHASE II ESA
CTL | T PROJECT NO. FC06967.000-205
2
drilling and sampling activities. CTL also contracted with Traffic Masters, Inc. to provide
traffic control services during drilling and sampling.
Drilling was conducted by subcontractor Drilling Engineers on June 8 and 15, 2015. Mr.
Dana Harris of CTL conducted field assessment and sampling activities on June 8, 2015;
Mr. Levi Stockton of CTL conducted field assessment and sampling activities on June 15,
2015. Drilling was conducted with a CME truck-mounted auger rig utilizing solid stem
augers on all borings except for B-1 and B-3, where hollow-stem augers were used. For
solid stem augers, a clean lead auger was utilized at every borehole. Pre-cleaned auger
flights were used for all hollow stem auger drilling. At each boring, soil samples were
collected at approximately five-foot intervals using split spoon samplers. Split spoon
samplers were decontaminated between samples.
Each soil sample was assessed for soil type, color, moisture, and odor. In addition, an
aliquot of each sample was placed in a plastic zipper lock bag, allowed to warm for
approximately five minutes, and then volatile content was measured using a
photoionization detector (PID).
Each boring was advanced to an approximate depth of 20 feet below grade. Upon
completion of each boring, one soil sample was selected for laboratory analysis based on
PID measurements, field assessment results, depth, or other factors assessed by the CTL
field personnel. Soil samples selected for laboratory analysis were preserved in a cooler
on ice for delivery to the laboratory. Following completion of each boring, the borehole
was checked for the presence of groundwater; none of the boreholes (except B-1 and B-
3, which were converted to monitoring wells – see below) contained groundwater in
sufficient amounts for sampling.
Per the agreed scope of work, borings B-1 and B-3 were converted to groundwater
monitoring wells (MW-1 and MW-3, respectively) by addition of:
Approximately 10 feet of screened 2-inch PVC;
PVC riser to an elevation just below the ground surface;
Annular sand pack to a depth of approximately 2 feet above the top of the
screened PVC;
Bentonite seal from top of sand pack to a depth just below ground surface;
Portland cement to ground surface;
Lockable well cap; and
Metal flush-mount manway.
The wells were completed on June 8, 2015 (MW-3) and June 15, 2015 (MW-1). CTL
developed the wells by hand bailing on June 17, 2015. CTL then returned to sample the
wells on June 19, 2015. Prior to sampling, each well was purged of approximately 3 well
casing volumes. The wells were purged and sampled using disposable bailing devices.
Groundwater samples were preserved in a cooler on ice for delivery to the laboratory.
All samples selected for laboratory analysis were delivered under chain of custody
protocol to ALS Laboratory in Fort Collins, Colorado to be analyzed for:
Benzene, toluene, ethylbenzene, and xylenes (BTEX) and naphthalene by EPA
Method 8260;
WILLOW STREET PROJECT
PHASE II ESA
CTL | T PROJECT NO. FC06967.000-205
3
Total volatile petroleum hydrocarbons (TVPH, or TPH-GRO); and,
Total extractable petroleum hydrocarbons (TEPH or TPH-DRO).
CTL has applied for well permits from the Colorado Division of Water Resources. The
permits have not been processed yet as of the time of this report. Once the permits have
been processed, we will forward documentation of the permits under separate cover.
Investigation derived wastes that were generated during the project include two 55-gallon
drums of soil cuttings from the drilling of MW-1 and another two 55-gallon drums of soil
cuttings from the drilling of MW- 3. The drums are currently being stored at the City of
Fort Collins Traffic storage yard located at 626 Linden Street in Fort Collins, Colorado.
Based on laboratory results (see below), the soil cuttings should be able to be disposed
as non-hazardous waste. CTL is currently working on arranging for their disposal and will
forward documentation of their profiling and disposal under separate cover.
RESULTS
Figure 1 shows boring locations. Figure 2 shows the location of known non-aqueous
phase liquid (NAPL) hydrocarbon impacts associated with contamination from a former
manufactured gas plant in the vicinity. Boring logs are presented as Attachment 1 and
include PID measurements. Soil analytical results are summarized on Table 1 in
Attachment 2 and laboratory reports are presented in Attachment 3. Groundwater
analytical results are presented in Attachment 4 and are summarized on Table 2 in
Attachment 2.
Soils
Soils were generally brown sands and gravels at depths of up to 10 feet below grade,
underlain by weathered claystone bedrock. The weathered claystone bedrock was
generally underlain by competent claystone bedrock at depths of 15 to 20 feet below grade
in several borings. In general, soils from the east side of the project did not have
noticeable petroleum odors, while soils from the western side of the project had noticeable
petroleum odors. PID measurements, some of which may have been influenced by the
presence of moisture in the samples, varied but were generally highest in samples from
the west portion of the project.
As shown on Table 1, none of the soil samples contained BTEX, naphthalene, or TPH-
GRO concentrations that exceeded their respective health-based action levels (Tier I Risk-
Based Screening Levels [RBSLs], taken from the Colorado Department of Labor and
Employment, Division of Oil and Public Safety, Petroleum Storage Tank Owner/Operator
Guidance Document, Effective February 1999 and Revised October 2005). With the
exception of the sample from B-2, none of the soil samples had TPH-DRO concentrations
that exceeded the Tier I RBSL of 500 milligrams per kilogram (mg/kg). The sample from
boring B-2 at 18-20 feet below grade contained a TPH-DRO concentration of 1,300 mg/kg,
which exceeds the Tier I RBSL of 500 mg/kg.
In addition to the comparison to health-based action levels, CTL assessed the soil
samples for possible hazardous waste characteristics due to the presence of benzene.
WILLOW STREET PROJECT
PHASE II ESA
CTL | T PROJECT NO. FC06967.000-205
4
The 20x rule of thumb, in which the toxicity characteristic limit for a compound is multiplied
by 20 times to screen for possible hazardous waste characteristics, was utilized to assess
the benzene concentrations in the soil samples for possible hazardous waste
characteristic. Using the 20x rule of thumb, a benzene concentration of 10,000
micrograms per kilogram (µg/kg) would be required to result in a sample being considered
potential hazardous waste due to benzene toxicity, and requiring further analysis. All of
the samples had benzene concentrations well under the 20x rule of thumb concentration
of 10,000 µg/kg.
Groundwater
With the exception of borings B-1 and B-3 (converted to monitoring wells MW-1 and MW-
3, respectively, and sampled after drilling was completed) sufficient groundwater for
sampling was not encountered during drilling. Therefore, groundwater samples were not
collected from borings B-2, B-4, B-5, B-6, B-7, B-8, B-9, B-10, B-11, B-12, B-13, B-14, or
B-15. During sampling of MW-1 and MW-3, depth to water measurements were 9.63 feet
and 8.97 feet below the top of casing, respectively; top of casing elevations were not
surveyed.
As shown on Table 2, the groundwater samples from MW-1 and MW-3 contained
detectable levels of BTEX, naphthalene, TPH-GRO and TPH-DRO. The benzene
concentrations of 3,200 micrograms per liter (µg/l) and 350 µg/l in the samples from MW-
1 and MW-3, respectively, each exceeded the Colorado groundwater standard of 5 µg/l
for benzene. In addition, the naphthalene concentration of 6,800 µg/l in the sample from
MW-1 exceeded the Colorado groundwater standard of 140 µg/l for naphthalene.
CONCLUSIONS AND RECOMMENDATIONS
Based on field observations and laboratory results, the soils become increasingly
contaminated with petroleum hydrocarbons as one moves westward through the project
corridor. With one exception, however, the reported soil concentrations of petroleum
hydrocarbons did not exceed their respective health-based standard. The sample from
boring B-2 had a TPH-DRO concentration that exceeded the Tier I RBSL of 500 mg/kg for
TPH-DRO. Based on the 20x rule of thumb, none of the soil samples would be considered
characteristically hazardous waste due to benzene toxicity. Based on this, soils from the
project area can be disposed of at a landfill that accepts non-hazardous petroleum
contaminated soil, such as the Waste Management landfill in Ault, Colorado. The Larimer
County Landfill may also accept petroleum contaminated soil under certain circumstances
but should be contacted prior to disposal to verify requirements. In general, one
confirmatory composite sample should be collected and analyzed for BTEX, TPH-GRO
and TPH-GRO for every 100 cubic yards (or per landfill requirements) of soil excavated
for disposal.
The groundwater samples from monitoring wells MW-1 and MW-3 both contained
petroleum hydrocarbons at concentrations exceeding Colorado groundwater standards.
Based on this, potable use of the groundwater will not be permissible and, if dewatering
is required, it is likely that the effluent will have to be treated prior to discharge.
WILLOW STREET PROJECT
PHASE II ESA
CTL | T PROJECT NO. FC06967.000-205
5
Due to the exceedances of Colorado action levels for both soils and groundwater, there
may be a legal requirement to report the results of this investigation to the State of
Colorado. CTL understands that one or more regulatory agencies may already be aware
of the presence of contamination associated with a former manufactured gas plant located
near the project. However, it is unclear whether they would have reason to be aware of
the contaminant concentrations in the locations assessed during this investigation. CTL
understands that the City of Fort Collins will be notifying relevant stakeholders of the
results of this investigation.
LIMITATIONS
The subsurface investigation and chemical analysis were performed for specific
parameters, as detailed in this letter. The accuracy and reliability of environmental studies
are a reflection of the number and type of samples taken and extent of the analyses
conducted, and are thus inherently limited and dependent upon the resources expended.
An independent laboratory performed laboratory analysis. We are not responsible for the
accuracy of data presented by others. The services performed should not be interpreted
as providing any guarantee that the materials are free and clear of all hazardous or toxic
materials.
We believe that our services were conducted in a manner consistent with that level of care
and skill ordinarily exercised by members of the profession currently practicing under
similar conditions in the locality of the project. No warranty, express or implied, is made.
Thank you for choosing us to assist you with this project. If you have any questions or
would like further clarification regarding this letter, please call.
Very truly yours,
CTL | THOMPSON, INC.
Dana L. Harris
Environmental Department Manager (Fort Collins)
Matthew L. Wardlow, P.E.
Environmental Department Manager - Denver
Figure 1. Approximate Boring/Well Locations, Willow Street Project, Fort Collins, Colorado
CTL Project No. FC06967.000‐205
Approximate boring/well location
MW‐1
MW‐3
WILLOW STREET PROJECT
PHASE II ESA
CTL | T PROJECT NO. FC06967.000-205
Attachment 1
Boring Logs
WILLOW STREET PROJECT
PHASE II ESA
CTL | T PROJECT NO. FC06967.000-205
Attachment 2
Tables
Table 1
Soil Analytical Results
Willow Street Project, Fort Collins, Colorado
CTL Project No. FC06967.000‐205
BTEX+N (µg/kg)a
B T EXN
B‐110‐12 6/15/2015 < 5.5 < 5.5 1.9 9.6 8000 0.092 150
B‐218‐20 6/15/2015 4.7 2.9 18 100 26000 0.49 1300c
B‐315‐17 6/8/2015 4.1 < 5.5 35 64 16000 0.46 320
B‐414‐15 6/15/2015 3.6 < 6.0 28 45 5400 0.17 90
B‐518‐20 6/8/2015 1.4 < 5.5 < 5.5 6.1 140 < 0.53 28
B‐64‐6 6/15/2015 < 5.2 < 5.2 < 5.2 < 5.2 < 5.2 0.99 230
B‐715‐17 6/8/2015 16 15 < 5.1 18 93 0.19 14
B‐815‐17 6/8/2015 < 5.4 < 5.4 < 5.4 < 5.4 100 < 0.44 16
B‐918‐20 6/8/2015 1.3 < 5.2 < 5.2 < 5.2 < 5.2 < 0.47 < 5.3
B‐10 4‐5 6/15/2015 < 5.5 < 5.5 < 5.5 < 5.5 11 < 0.53 170
B‐11 18‐20 6/8/2015 < 4.9 2.1 < 4.9 < 4.9 < 4.9 < 0.37 5
B‐12 14‐15 6/15/2015 < 5.1 < 5.1 < 5.1 < 5.1 < 5.1 < 0.54 72
B‐13 18‐20 6/8/2015 < 5.3 < 5.3 < 5.3 < 5.3 < 5.3 < 0.45 14
B‐14 19‐20 6/15/2015 < 5.3 < 5.3 < 5.3 < 5.3 < 5.3 < 0.52 21
B‐15 18‐20 6/8/2015 < 5.7 < 5.7 < 5.7 < 5.7 < 5.7 < 0.53 23
260 140000 190000 260000 Sat.e 500 500
10000 N/Ag N/A N/A N/A N/A N/A
c. Shaded values exceed health based action level
d. Health based action level taken from Colorado Department of Labor and Employment,
Division of Oil and Public Safety, Petroleum Storage Tank Owner/Operator Guidance
Document, Effective February 1999 and Revised October 2005.
f. For evaluating whether soils may be hazardous waste due to toxicity, the 20x rule of thumb
is utilized by multiplying the hazardous waste toxicity limit by 20 and comparing the soil
concentration.
g. N/A = not applicable (no hazardous limit for parameter)
TPH‐DRO
(mg/kg)b
Health Based Action Leveld
e. Denotes that, even at a concentration equal to the saturation of the chemical, a hazard
quotient of 1 and a cancer risk of 1 E‐6 is not exceeded.
20x Hazardous Waste Limitf
Sample
Depth
(ft.)
Date
TPH‐GRO
(mg/kg)b
a. BTEX + N = benzene, toleune, ethylbenzene, and xylenes plus naphthalene
µg/kg = micrograms per kilogram
b. TPH = total petroleum hydrocarbons, GRO = gasoline range organics, DRO = diesel range
organics, mg/kg = milligrams per kilogram
Table 2
Groundwater Analytical Results
Willow Street Project, Fort Collins, Colorado
CTL Project No. FC06967.000‐205
BTEX+N (µg/l)a
B T EXN
MW‐1 6/15/2015 3200c 360 190 920 6800 8.9 16
MW‐3 6/15/2015 350 2.5 18 83 75 0.87 1.4
5 560 700 1400 140 None None
c. Shaded values exceed health based action level
d. Health based action level taken from 5 CCR‐1002‐41, Colorado Department of Public
Health and Environment, Water Quality Control Commission Regulation No. 41, The
Basic Standards for Groundwater, Effective January 31, 2013.
a. BTEX + N = benzene, toleune, ethylbenzene, and xylenes plus naphthalene
µg/kg = micrograms per kilogram
b. TPH = total petroleum hydrocarbons, GRO = gasoline range organics, DRO = diesel
range organics, mg/kg = milligrams per kilogram
Sample Date
TPH‐GRO
(mg/l)b
TPH‐DRO
(mg/l)b
Regulatory Comparisond
WILLOW STREET PROJECT
PHASE II ESA
CTL | T PROJECT NO. FC06967.000-205
Attachment 3
Soil Laboratory Results
1506139
Dana Harris
Monday, June 15, 2015
Ft. Collins, Colorado
CTL Thompson
400 N. Link Lane
Fort Collins, CO 80524
Re: ALS Workorder:
Project Name: Willow Street Project
Project Number: FC06967.000-205
LIMS Version: 6.767
Eight soil samples were received from CTL Thompson, on 6/8/2015. The samples were scheduled for the following
analyses:
Dear Mr. Harris:
Page 1 of 1
GC/MS Volatiles
Total Extractable Petroleum Hydrocarbons (Diesel)
Total Volatile Petroleum Hydrocarbons (Gasoline)
The results for these analyses are contained in the enclosed reports.
Thank you for your confidence in ALS Environmental. Should you have any questions, please call.
Sincerely,
ALS Environmental
Amy R. Wolf
Project Manager
The data contained in the following report have been reviewed and approved by the personnel listed below. In
addition, ALS certifies that the analyses reported herein are true, complete and correct within the limits of the
methods employed.
ADDRESS 225 Commerce Drive, Fort Collins, Colorado, USA 80524 | PHONE +1 970 490 1511 | FAX +1 970 490 1522
ALS GROUP USA, CORP. Part of the ALS Laboratory Group An ALS Limited Company
1 of 27
ALS Environmental – Fort Collins is accredited by the following accreditation bodies for
various testing scopes in accordance with requirements of each accreditation body. All
testing is performed under the laboratory management system, which is maintained to
meet these requirement and regulations. Please contact the laboratory or accreditation
body for the current scope testing parameters.
ALS Environmental – Fort Collins
Accreditation Body License or Certification Number
Alaska (AK) UST-086
Alaska (AK) CO01099
Arizona (AZ) AZ0742
California (CA) 06251CA
Colorado (CO) CO01099
Connecticut (CT) PH-0232
Florida (FL) E87914
Idaho (ID) CO01099
Kansas (KS) E-10381
Kentucky (KY) 90137
L-A-B (DoD ELAP/ISO 170250) L2257
Maryland (MD) 285
Missouri (MO) 175
Nebraska(NE) NE-OS-24-13
Nevada (NV) CO000782008A
New Jersey (NJ) CO003
New York (NY) 12036
North Dakota (ND) R-057
Oklahoma (OK) 1301
Pennsylvania (PA) 68-03116
Tennessee (TN) 2976
Texas (TX) T104704241
Utah (UT) CO01099
Washington (WA) C1280
2 of 27
ADDRESS 225 Commerce Drive, Fort Collins Colorado 80524 USA ⎜ PHONE +1 970 490 1511 ⎜ FAX +1 970 490 1522
ALS GROUP USA, CORP. Part of the ALS Group An ALS Limited Company
1506139
GC/MS Volatiles:
The samples were analyzed using GC/MS following the current revision of SOP 525 based on SW-
846 Method 8260C.
• All matrix spike and matrix spike duplicate recoveries and RPDs were within acceptance criteria
with the following exceptions:
Spiked Compound QC Sample Direction
Ethylbenzene MS & MSD Low
M+P-Xylene MS & MSD Low
O-Xylene MSD Low
O-Xylene MS & MSD RPD
Naphthalene MS & MSD Low
Naphthalene MS & MSD RPD
The recoveries of these compounds in the laboratory control sample and laboratory control
sample duplicate were within control limits, which suggest the outliers in the matrix spikes may
have been due to matrix effects. No further action was taken.
• All internal standard recoveries were within acceptance criteria with the following exception:
Internal Standard Sample Direction
1,4-Dichlorobenzene-d4 -4MS & -4MSD Low
The internal standard in the sample was trending low, which suggest matrix effects were present
in the sample. Further re-analyses was not required.
• Due to the concentration of target analytes, samples were analyzed at a dilution. The reporting
limits have been adjusted accordingly.
All remaining acceptance criteria were met.
GRO:
The samples were analyzed following the current revision of SOP 425 generally based on SW-846
Methods 8000C and 8015D. TVPH is a multicomponent mixture and is quantitated by summing the
entire carbon range, rather than individual peaks. The carbon range integrated in this test extends
from C6 to C10.
3 of 27
ADDRESS 225 Commerce Drive, Fort Collins Colorado 80524 USA ⎜ PHONE +1 970 490 1511 ⎜ FAX +1 970 490 1522
ALS GROUP USA, CORP. Part of the ALS Group An ALS Limited Company
The matrix spike was not within the acceptance criteria:
Spiked Compound QC Sample Direction
Gasoline range organics MS Low
The recovery for gasoline range organics in the laboratory control sample and laboratory control
sample duplicate were within control limits, which suggest the outlier in the matrix spike may have
been due to matrix effects. No further action was taken. Laboratory control sample and laboratory
control sample duplicate results have been included.
All remaining acceptance criteria were met.
DRO:
The samples were analyzed following the current revision of SOP 406 generally based on SW-846
Methods 8000C and 8015D. TEPH is a multicomponent mixture and is quantitated by summing the
entire carbon range, rather than individual peaks. The carbon range integrated in this test extends
from C10 to C28.
All acceptance criteria were met.
4 of 27
OrderNum: 1506139
Client Name: CTL Thompson
Client Project Name: Willow Street Project
Client Project Number: FC06967.000-205
Client PO Number:
Lab Sample
Number
Client Sample
Number
Matrix Date
Collected
Time
Collected
COC Number
Sample Number(s) Cross-Reference Table
ALS Environmental -- FC
B-15 1506139-1 SOIL 08-Jun-15 9:10
B-13 1506139-2 SOIL 08-Jun-15 10:00
B-11 1506139-3 SOIL 08-Jun-15 10:45
B-9 1506139-4 SOIL 08-Jun-15 11:30
B-7 1506139-5 SOIL 08-Jun-15 13:00
B-5 1506139-6 SOIL 08-Jun-15 13:40
B-3 1506139-7 SOIL 08-Jun-15 14:45
B-8 1506139-8 SOIL 08-Jun-15 12:15
Page 1 of 1 Date Printed: Monday, June 15, 2015
LIMS Version: 6.767
ALS Environmental -- FC
5 of 27
6 of 27
7 of 27
8 of 27
Project: FC06967.000-205 Willow Street Project
Sample ID: B-15
Collection Date: 6/8/2015 09:10
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506139
Dilution
Factor
Lab ID: 1506139-1
ALS Environmental -- FC
Date: 15-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 13.4
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/11/2015 PrepBy: JFN
Diesel Range Organics 23 ZDM 5.6 MG/KG 1 6/12/2015 00:47
Surr: O-TERPHENYL 105 53-116 %REC 1 6/12/2015 00:47
Gasoline Range Organics SW8015 Prep Date: 6/11/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS ND 0.53 MG/KG 1 6/11/2015 14:45
Surr: 2,3,4-TRIFLUOROTOLUENE 92 76-126 %REC 1 6/11/2015 14:45
GC/MS Volatiles SW8260 Prep Date: 6/9/2015 PrepBy: TWK
BENZENE ND 5.7 UG/KG 1 6/9/2015 17:01
TOLUENE ND 5.7 UG/KG 1 6/9/2015 17:01
ETHYLBENZENE ND 5.7 UG/KG 1 6/9/2015 17:01
M+P-XYLENE ND 5.7 UG/KG 1 6/9/2015 17:01
O-XYLENE ND 5.7 UG/KG 1 6/9/2015 17:01
NAPHTHALENE ND 5.7 UG/KG 1 6/9/2015 17:01
TOTAL XYLENES ND 5 UG/KG 1 6/9/2015 17:01
Surr: DIBROMOFLUOROMETHANE 101 61-134 %REC 1 6/9/2015 17:01
Surr: TOLUENE-D8 98 57-135 %REC 1 6/9/2015 17:01
Surr: 4-BROMOFLUOROBENZENE 88 52-151 %REC 1 6/9/2015 17:01
LIMS Version: 6.767 AR Page 1 of 9
ALS Environmental -- FC
9 of 27
Project: FC06967.000-205 Willow Street Project
Sample ID: B-13
Collection Date: 6/8/2015 10:00
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506139
Dilution
Factor
Lab ID: 1506139-2
ALS Environmental -- FC
Date: 15-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 11.5
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/11/2015 PrepBy: JFN
Diesel Range Organics 14 MH 5.5 MG/KG 1 6/12/2015 01:18
Surr: O-TERPHENYL 99 53-116 %REC 1 6/12/2015 01:18
Gasoline Range Organics SW8015 Prep Date: 6/11/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS ND 0.45 MG/KG 1 6/11/2015 15:06
Surr: 2,3,4-TRIFLUOROTOLUENE 83 76-126 %REC 1 6/11/2015 15:06
GC/MS Volatiles SW8260 Prep Date: 6/11/2015 PrepBy: TWK
BENZENE ND 5.3 UG/KG 1 6/11/2015 16:31
TOLUENE ND 5.3 UG/KG 1 6/11/2015 16:31
ETHYLBENZENE ND 5.3 UG/KG 1 6/11/2015 16:31
M+P-XYLENE ND 5.3 UG/KG 1 6/11/2015 16:31
O-XYLENE ND 5.3 UG/KG 1 6/11/2015 16:31
NAPHTHALENE ND 5.3 UG/KG 1 6/11/2015 16:31
TOTAL XYLENES ND 5 UG/KG 1 6/11/2015 16:31
Surr: DIBROMOFLUOROMETHANE 101 61-134 %REC 1 6/11/2015 16:31
Surr: TOLUENE-D8 97 57-135 %REC 1 6/11/2015 16:31
Surr: 4-BROMOFLUOROBENZENE 93 52-151 %REC 1 6/11/2015 16:31
LIMS Version: 6.767 AR Page 2 of 9
ALS Environmental -- FC
10 of 27
Project: FC06967.000-205 Willow Street Project
Sample ID: B-11
Collection Date: 6/8/2015 10:45
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506139
Dilution
Factor
Lab ID: 1506139-3
ALS Environmental -- FC
Date: 15-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 10.3
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/11/2015 PrepBy: JFN
Diesel Range Organics 5 J 5.4 MG/KG 1 6/12/2015 01:49
Surr: O-TERPHENYL 96 53-116 %REC 1 6/12/2015 01:49
Gasoline Range Organics SW8015 Prep Date: 6/11/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS ND 0.37 MG/KG 1 6/11/2015 16:08
Surr: 2,3,4-TRIFLUOROTOLUENE 80 76-126 %REC 1 6/11/2015 16:08
GC/MS Volatiles SW8260 Prep Date: 6/9/2015 PrepBy: TWK
BENZENE ND 4.9 UG/KG 1 6/9/2015 17:49
TOLUENE 2.1 J 4.9 UG/KG 1 6/9/2015 17:49
ETHYLBENZENE ND 4.9 UG/KG 1 6/9/2015 17:49
M+P-XYLENE ND 4.9 UG/KG 1 6/9/2015 17:49
O-XYLENE ND 4.9 UG/KG 1 6/9/2015 17:49
NAPHTHALENE ND 4.9 UG/KG 1 6/9/2015 17:49
TOTAL XYLENES ND 5 UG/KG 1 6/9/2015 17:49
Surr: DIBROMOFLUOROMETHANE 100 61-134 %REC 1 6/9/2015 17:49
Surr: TOLUENE-D8 103 57-135 %REC 1 6/9/2015 17:49
Surr: 4-BROMOFLUOROBENZENE 83 52-151 %REC 1 6/9/2015 17:49
LIMS Version: 6.767 AR Page 3 of 9
ALS Environmental -- FC
11 of 27
Project: FC06967.000-205 Willow Street Project
Sample ID: B-9
Collection Date: 6/8/2015 11:30
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506139
Dilution
Factor
Lab ID: 1506139-4
ALS Environmental -- FC
Date: 15-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 9.7
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/11/2015 PrepBy: JFN
Diesel Range Organics ND 5.3 MG/KG 1 6/12/2015 02:20
Surr: O-TERPHENYL 95 53-116 %REC 1 6/12/2015 02:20
Gasoline Range Organics SW8015 Prep Date: 6/12/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS ND 0.47 MG/KG 1 6/12/2015 10:38
Surr: 2,3,4-TRIFLUOROTOLUENE 81 76-126 %REC 1 6/12/2015 10:38
GC/MS Volatiles SW8260 Prep Date: 6/11/2015 PrepBy: TWK
BENZENE 1.3 J 5.2 UG/KG 1 6/11/2015 16:53
TOLUENE ND 5.2 UG/KG 1 6/11/2015 16:53
ETHYLBENZENE ND 5.2 UG/KG 1 6/11/2015 16:53
M+P-XYLENE ND 5.2 UG/KG 1 6/11/2015 16:53
O-XYLENE ND 5.2 UG/KG 1 6/11/2015 16:53
NAPHTHALENE ND 5.2 UG/KG 1 6/11/2015 16:53
TOTAL XYLENES ND 5 UG/KG 1 6/11/2015 16:53
Surr: DIBROMOFLUOROMETHANE 97 61-134 %REC 1 6/11/2015 16:53
Surr: TOLUENE-D8 102 57-135 %REC 1 6/11/2015 16:53
Surr: 4-BROMOFLUOROBENZENE 85 52-151 %REC 1 6/11/2015 16:53
LIMS Version: 6.767 AR Page 4 of 9
ALS Environmental -- FC
12 of 27
Project: FC06967.000-205 Willow Street Project
Sample ID: B-7
Collection Date: 6/8/2015 13:00
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506139
Dilution
Factor
Lab ID: 1506139-5
ALS Environmental -- FC
Date: 15-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 9.9
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/11/2015 PrepBy: JFN
Diesel Range Organics 14 ZMH 5.5 MG/KG 1 6/12/2015 02:50
Surr: O-TERPHENYL 97 53-116 %REC 1 6/12/2015 02:50
Gasoline Range Organics SW8015 Prep Date: 6/11/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS 0.19 J 0.42 MG/KG 1 6/11/2015 16:49
Surr: 2,3,4-TRIFLUOROTOLUENE 94 76-126 %REC 1 6/11/2015 16:49
GC/MS Volatiles SW8260 Prep Date: 6/9/2015 PrepBy: TWK
BENZENE 16 5.1 UG/KG 1 6/9/2015 18:35
TOLUENE 15 5.1 UG/KG 1 6/9/2015 18:35
ETHYLBENZENE ND 5.1 UG/KG 1 6/9/2015 18:35
M+P-XYLENE 11 5.1 UG/KG 1 6/9/2015 18:35
O-XYLENE 7.1 5.1 UG/KG 1 6/9/2015 18:35
NAPHTHALENE 93 13 UG/KG 1 6/12/2015 11:37
TOTAL XYLENES 18 5 UG/KG 1 6/9/2015 18:35
Surr: DIBROMOFLUOROMETHANE 100 61-134 %REC 1 6/12/2015 11:37
Surr: DIBROMOFLUOROMETHANE 98 61-134 %REC 1 6/9/2015 18:35
Surr: TOLUENE-D8 95 57-135 %REC 1 6/9/2015 18:35
Surr: TOLUENE-D8 93 57-135 %REC 1 6/12/2015 11:37
Surr: 4-BROMOFLUOROBENZENE 96 52-151 %REC 1 6/12/2015 11:37
Surr: 4-BROMOFLUOROBENZENE 95 52-151 %REC 1 6/9/2015 18:35
LIMS Version: 6.767 AR Page 5 of 9
ALS Environmental -- FC
13 of 27
Project: FC06967.000-205 Willow Street Project
Sample ID: B-5
Collection Date: 6/8/2015 13:40
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506139
Dilution
Factor
Lab ID: 1506139-6
ALS Environmental -- FC
Date: 15-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 10.8
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/11/2015 PrepBy: JFN
Diesel Range Organics 28 ZDMH 5.5 MG/KG 1 6/12/2015 03:21
Surr: O-TERPHENYL 100 53-116 %REC 1 6/12/2015 03:21
Gasoline Range Organics SW8015 Prep Date: 6/11/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS ND 0.53 MG/KG 1 6/11/2015 17:10
Surr: 2,3,4-TRIFLUOROTOLUENE 99 76-126 %REC 1 6/11/2015 17:10
GC/MS Volatiles SW8260 Prep Date: 6/9/2015 PrepBy: TWK
BENZENE 1.4 J 5.5 UG/KG 1 6/9/2015 18:57
TOLUENE ND 5.5 UG/KG 1 6/9/2015 18:57
ETHYLBENZENE ND 5.5 UG/KG 1 6/9/2015 18:57
M+P-XYLENE 2.6 J 5.5 UG/KG 1 6/9/2015 18:57
O-XYLENE 3.5 J 5.5 UG/KG 1 6/9/2015 18:57
NAPHTHALENE 140 5.5 UG/KG 1 6/9/2015 18:57
TOTAL XYLENES 6.1 J 5 UG/KG 1 6/9/2015 18:57
Surr: DIBROMOFLUOROMETHANE 96 61-134 %REC 1 6/9/2015 18:57
Surr: TOLUENE-D8 94 57-135 %REC 1 6/9/2015 18:57
Surr: 4-BROMOFLUOROBENZENE 93 52-151 %REC 1 6/9/2015 18:57
LIMS Version: 6.767 AR Page 6 of 9
ALS Environmental -- FC
14 of 27
Project: FC06967.000-205 Willow Street Project
Sample ID: B-3
Collection Date: 6/8/2015 14:45
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506139
Dilution
Factor
Lab ID: 1506139-7
ALS Environmental -- FC
Date: 15-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 10.2
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/11/2015 PrepBy: JFN
Diesel Range Organics 320 ZDMH 5.4 MG/KG 1 6/12/2015 03:52
Surr: O-TERPHENYL 101 53-116 %REC 1 6/12/2015 03:52
Gasoline Range Organics SW8015 Prep Date: 6/11/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS 0.46 J 0.55 MG/KG 1 6/11/2015 17:51
Surr: 2,3,4-TRIFLUOROTOLUENE 119 76-126 %REC 1 6/11/2015 17:51
GC/MS Volatiles SW8260 Prep Date: 6/9/2015 PrepBy: TWK
BENZENE 4.1 J 5.5 UG/KG 1 6/9/2015 19:21
TOLUENE ND 5.5 UG/KG 1 6/9/2015 19:21
ETHYLBENZENE 35 5.5 UG/KG 1 6/9/2015 19:21
M+P-XYLENE 25 5.5 UG/KG 1 6/9/2015 19:21
O-XYLENE 39 5.5 UG/KG 1 6/9/2015 19:21
NAPHTHALENE 16000 1100 UG/KG 250 6/11/2015 15:17
TOTAL XYLENES 64 5 UG/KG 1 6/9/2015 19:21
Surr: DIBROMOFLUOROMETHANE 100 61-134 %REC 250 6/11/2015 15:17
Surr: DIBROMOFLUOROMETHANE 95 61-134 %REC 1 6/9/2015 19:21
Surr: TOLUENE-D8 98 57-135 %REC 1 6/9/2015 19:21
Surr: TOLUENE-D8 95 57-135 %REC 250 6/11/2015 15:17
Surr: 4-BROMOFLUOROBENZENE 98 52-151 %REC 250 6/11/2015 15:17
Surr: 4-BROMOFLUOROBENZENE 91 52-151 %REC 1 6/9/2015 19:21
LIMS Version: 6.767 AR Page 7 of 9
ALS Environmental -- FC
15 of 27
Project: FC06967.000-205 Willow Street Project
Sample ID: B-8
Collection Date: 6/8/2015 12:15
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506139
Dilution
Factor
Lab ID: 1506139-8
ALS Environmental -- FC
Date: 15-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 12.0
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/11/2015 PrepBy: JFN
Diesel Range Organics 16 ZDMH 5.6 MG/KG 1 6/12/2015 04:53
Surr: O-TERPHENYL 102 53-116 %REC 1 6/12/2015 04:53
Gasoline Range Organics SW8015 Prep Date: 6/11/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS ND 0.44 MG/KG 1 6/11/2015 18:12
Surr: 2,3,4-TRIFLUOROTOLUENE 105 76-126 %REC 1 6/11/2015 18:12
GC/MS Volatiles SW8260 Prep Date: 6/9/2015 PrepBy: TWK
BENZENE ND 5.4 UG/KG 1 6/9/2015 19:45
TOLUENE ND 5.4 UG/KG 1 6/9/2015 19:45
ETHYLBENZENE ND 5.4 UG/KG 1 6/9/2015 19:45
M+P-XYLENE ND 5.4 UG/KG 1 6/9/2015 19:45
O-XYLENE ND 5.4 UG/KG 1 6/9/2015 19:45
NAPHTHALENE 100 5.4 UG/KG 1 6/9/2015 19:45
TOTAL XYLENES ND 5 UG/KG 1 6/9/2015 19:45
Surr: DIBROMOFLUOROMETHANE 101 61-134 %REC 1 6/11/2015 16:09
Surr: DIBROMOFLUOROMETHANE 100 61-134 %REC 1 6/9/2015 19:45
Surr: TOLUENE-D8 94 57-135 %REC 1 6/9/2015 19:45
Surr: TOLUENE-D8 92 57-135 %REC 1 6/11/2015 16:09
Surr: 4-BROMOFLUOROBENZENE 99 52-151 %REC 1 6/11/2015 16:09
Surr: 4-BROMOFLUOROBENZENE 99 52-151 %REC 1 6/9/2015 19:45
LIMS Version: 6.767 AR Page 8 of 9
ALS Environmental -- FC
16 of 27
Project: FC06967.000-205 Willow Street Project
Sample ID: B-8
Collection Date: 6/8/2015 12:15
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506139
Dilution
Factor
Lab ID: 1506139-8
ALS Environmental -- FC
Date: 15-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 12.0
Legal Location:
Explanation of Qualifiers
Radiochemistry:
U or ND - Result is less than the sample specific MDC.
Y2 - Chemical Yield outside default limits.
Y1 - Chemical Yield is in control at 100-110%. Quantitative yield is assumed.
W - DER is greater than Warning Limit of 1.42
* - Aliquot Basis is 'As Received' while the Report Basis is 'Dry Weight'.
# - Aliquot Basis is 'Dry Weight' while the Report Basis is 'As Received'.
G - Sample density differs by more than 15% of LCS density.
M - Requested MDC not met.
L - LCS Recovery below lower control limit.
H - LCS Recovery above upper control limit.
P - LCS, Matrix Spike Recovery within control limits.
N - Matrix Spike Recovery outside control limits
NC - Not Calculated for duplicate results less than 5 times MDC
B3 - Analyte concentration greater than MDC but less than Requested
MDC.
B - Analyte concentration greater than MDC.
M3 - The requested MDC was not met, but the reported
activity is greater than the reported MDC.
D - DER is greater than Control Limit
Inorganics:
B - Result is less than the requested reporting limit but greater than the instrument method detection limit (MDL).
E - The reported value is estimated because of the presence of interference. An explanatory note may be included in the narrative.
U or ND - Indicates that the compound was analyzed for but not detected.
M - Duplicate injection precision was not met.
N - Spiked sample recovery not within control limits. A post spike is analyzed for all ICP analyses when the matrix spike and or spike
duplicate fail and the native sample concentration is less than four times the spike added concentration.
Z - Spiked recovery not within control limits. An explanatory note may be included in the narrative.
* - Duplicate analysis (relative percent difference) not within control limits.
Organics:
U or ND - Indicates that the compound was analyzed for but not detected.
E - Analyte concentration exceeds the upper level of the calibration range.
B - Analyte is detected in the associated method blank as well as in the sample. It indicates probable blank contamination and warns the data user.
J - Estimated value. The result is less than the reporting limit but greater than the instrument method detection limit (MDL).
A - A tentatively identified compound is a suspected aldol-condensation product.
X - The analyte was diluted below an accurate quantitation level.
* - The spike recovery is equal to or outside the control criteria used.
+ - The relative percent difference (RPD) equals or exceeds the control criteria.
G - A pattern resembling gasoline was detected in this sample.
M - A pattern resembling motor oil was detected in this sample.
D - A pattern resembling diesel was detected in this sample.
C - A pattern resembling crude oil was detected in this sample.
ALS Environmental -- FC Date: 6/15/2015 4:04:
Project: FC06967.000-205 Willow Street Project
Client: CTL Thompson
Work Order: 1506139
QC BATCH REPORT
Batch ID: HC150611-62-1 Instrument ID FUELS-1 Method: SW8015
Qual
Analysis Date: 6/11/2015 14:04
Prep Date: 6/11/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
LCS
Run ID: HC150611-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150611-62
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS 2.43 0.5 2.5 97 79-118 20
Surr: 2,3,4- 0.5
TRIFLUOROTOLUENE
0.551 110 76-126
Qual
Analysis Date: 6/11/2015 18:32
Prep Date: 6/11/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
LCSD
Run ID: HC150611-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150611-62
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS 2.6 0.5 2.5 104 79-118 2.43 7 20
Surr: 2,3,4- 0.5
TRIFLUOROTOLUENE
0.547 110 76-126 1
Qual
Analysis Date: 6/11/2015 14:24
Project: FC06967.000-205 Willow Street Project
Client: CTL Thompson
Work Order: 1506139
QC BATCH REPORT
Batch ID: HC150611-100-1 Instrument ID FUELS-1 Method: SW8015M
Qual
Analysis Date: 6/11/2015 18:38
Prep Date: 6/11/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
LCS
Run ID: HC150611-7A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150611-100
RPD
Ref RPD
RPD
Limit
Decision
Level
Diesel Range Organics 5 125 103 76-124 20
129
Surr: O-TERPHENYL 10.1 12.5 81 53-116
Qual
Analysis Date: 6/11/2015 17:36
Prep Date: 6/11/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
MB
Run ID: HC150611-7A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150611-100
RPD
Ref RPD
RPD
Limit
Decision
Level
Diesel Range Organics ND 5
Surr: O-TERPHENYL 10.1 12.5 81 53-116
The following samples were analyzed in this batch: 1506139-1 1506139-2 1506139-3
1506139-4 1506139-5 1506139-6
1506139-7 1506139-8
QC Page: 2 of 10
LIMS Version: 6.767
ALS Environmental -- FC
Project: FC06967.000-205 Willow Street Project
Client: CTL Thompson
Work Order: 1506139
QC BATCH REPORT
Batch ID: HC150612-62-1 Instrument ID FUELS-1 Method: SW8015
Qual
Analysis Date: 6/12/2015 09:06
Prep Date: 6/12/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
LCS
Run ID: HC150612-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150612-62
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS 0.5 2.5 107 79-118 20
2.68
Surr: 2,3,4- 0.5
TRIFLUOROTOLUENE
0.551 110 76-126
Qual
Analysis Date: 6/12/2015 14:19
Prep Date: 6/12/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
LCSD
Run ID: HC150612-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150612-62
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS 2.74 0.5 2.5 110 79-118 2.68 2 20
Surr: 2,3,4- 0.5
TRIFLUOROTOLUENE
0.54 108 76-126 2
Qual
Analysis Date: 6/12/2015 10:03
Project: FC06967.000-205 Willow Street Project
Client: CTL Thompson
Work Order: 1506139
QC BATCH REPORT
Batch ID: VL150609-2-3 Instrument ID HPV1 Method: SW8260
Qual
Analysis Date: 6/9/2015 09:59
Prep Date: 6/9/2015
Analyte Result %REC
Units: UG/KG
ReportLimit
Client ID:
LCS
Run ID: VL150609-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150609-2
RPD
Ref RPD
RPD
Limit
Decision
Level
BENZENE 5 40 105 73-126 30
41.8
TOLUENE 39.5 5 40 99 71-127 30
ETHYLBENZENE 38.3 5 40 96 74-127 30
M+P-XYLENE 79 5 80 99 79-126 30
O-XYLENE 39.4 5 40 98 77-125 30
NAPHTHALENE 42.8 5 40 107 64-141 30
Surr: 50
DIBROMOFLUOROMETHANE
48.8 98 61-134
Surr: TOLUENE-D8 48 50 96 57-135
Surr: 4- 50
BROMOFLUOROBENZENE
49.7 99 52-151
Qual
Analysis Date: 6/9/2015 10:22
Prep Date: 6/9/2015
Analyte Result %REC
Units: UG/KG
ReportLimit
Client ID:
LCSD
Run ID: VL150609-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150609-2
RPD
Ref RPD
RPD
Project: FC06967.000-205 Willow Street Project
Client: CTL Thompson
Work Order: 1506139
QC BATCH REPORT
Batch ID: VL150609-2-3 Instrument ID HPV1 Method: SW8260
Qual
Analysis Date: 6/9/2015 12:27
Prep Date: 6/9/2015
Analyte Result %REC
Units: UG/KG
ReportLimit
Client ID:
MB
Run ID: VL150609-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150609-2
RPD
Ref RPD
RPD
Limit
Decision
Level
BENZENE ND 5
TOLUENE ND 5
ETHYLBENZENE ND 5
M+P-XYLENE ND 5
O-XYLENE ND 5
NAPHTHALENE ND 5
TOTAL XYLENES ND 5
Surr: 50
DIBROMOFLUOROMETHANE
49.4 99 61-134
Surr: TOLUENE-D8 46.6 50 93 57-135
Surr: 4- 50
BROMOFLUOROBENZENE
48.4 97 52-151
The following samples were analyzed in this batch: 1506139-1 1506139-2 1506139-3
1506139-4 1506139-5 1506139-6
1506139-7 1506139-8
QC Page: 5 of 10
LIMS Version: 6.767
ALS Environmental -- FC
22 of 27
Project: FC06967.000-205 Willow Street Project
Client: CTL Thompson
Work Order: 1506139
QC BATCH REPORT
Batch ID: VL150611-2-2 Instrument ID HPV1 Method: SW8260
Qual
Analysis Date: 6/11/2015 13:26
Prep Date: 6/11/2015
Analyte Result %REC
Units: UG/KG
ReportLimit
Client ID:
LCS
Run ID: VL150611-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150611-2
RPD
Ref RPD
RPD
Limit
Decision
Level
BENZENE 5 40 100 73-126 30
39.8
TOLUENE 37.4 5 40 94 71-127 30
ETHYLBENZENE 36 5 40 90 74-127 30
M+P-XYLENE 74.8 5 80 93 79-126 30
O-XYLENE 38 5 40 95 77-125 30
NAPHTHALENE 42.9 5 40 107 64-141 30
Surr: 50
DIBROMOFLUOROMETHANE
50.1 100 61-134
Surr: TOLUENE-D8 46.4 50 93 57-135
Surr: 4- 50
BROMOFLUOROBENZENE
49 98 52-151
Qual
Analysis Date: 6/11/2015 14:53
Prep Date: 6/11/2015
Analyte Result %REC
Units: UG/KG
ReportLimit
Client ID:
LCSD
Run ID: VL150611-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150611-2
RPD
Ref RPD
RPD
Project: FC06967.000-205 Willow Street Project
Client: CTL Thompson
Work Order: 1506139
QC BATCH REPORT
Batch ID: VL150611-2-2 Instrument ID HPV1 Method: SW8260
Qual
Analysis Date: 6/11/2015 14:31
Prep Date: 6/11/2015
Analyte Result %REC
Units: UG/KG
ReportLimit
Client ID:
MB
Run ID: VL150611-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150611-2
RPD
Ref RPD
RPD
Limit
Decision
Level
BENZENE ND 5
TOLUENE ND 5
ETHYLBENZENE ND 5
M+P-XYLENE ND 5
O-XYLENE ND 5
NAPHTHALENE ND 5
TOTAL XYLENES ND 5
Surr: 50
DIBROMOFLUOROMETHANE
49.4 99 61-134
Surr: TOLUENE-D8 46.1 50 92 57-135
Surr: 4- 50
BROMOFLUOROBENZENE
49.5 99 52-151
Qual
Analysis Date: 6/11/2015 17:59
Prep Date: 6/11/2015
Analyte Result %REC
Units: UG/KG
ReportLimit
Client ID:
MB
Run ID: VL150611-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 50
Sample ID: VL150611-2M
RPD
Ref RPD
RPD
Project: FC06967.000-205 Willow Street Project
Client: CTL Thompson
Work Order: 1506139
QC BATCH REPORT
Batch ID: VL150611-2-2 Instrument ID HPV1 Method: SW8260
Qual
Analysis Date: 6/11/2015 17:15
Prep Date: 6/11/2015
Analyte Result %REC
Units: UG/KG
ReportLimit
Client ID: B-9
MS
Run ID: VL150611-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: 1506139-4
RPD
Ref RPD
RPD
Limit
Decision
Level
BENZENE 5.22 41.8 1.3 91 73-126 30
39.1
TOLUENE 40.4 5.22 41.8 5.2 97 71-127 30
ETHYLBENZENE 30.1 5.22 41.8 5.2 72 74-127 30 *
M+P-XYLENE 61.5 5.22 83.5 5.2 74 79-126 30 *
O-XYLENE 32.4 5.22 41.8 5.2 78 77-125 30
NAPHTHALENE 16.1 5.22 41.8 5.2 39 64-141 30 *
Surr: 52.2
DIBROMOFLUOROMETHANE
53.5 103 61-134
Surr: TOLUENE-D8 56.9 52.2 109 57-135
Surr: 4- 52.2
BROMOFLUOROBENZENE
40.7 78 52-151
Qual
Analysis Date: 6/11/2015 17:36
Prep Date: 6/11/2015
Analyte Result %REC
Units: UG/KG
ReportLimit
Client ID: B-9
MSD
Run ID: VL150611-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: 1506139-4
RPD
Ref RPD
RPD
Project: FC06967.000-205 Willow Street Project
Client: CTL Thompson
Work Order: 1506139
QC BATCH REPORT
Batch ID: VL150612-2-2 Instrument ID HPV1 Method: SW8260
Qual
Analysis Date: 6/12/2015 08:43
Prep Date: 6/12/2015
Analyte Result %REC
Units: UG/KG
ReportLimit
Client ID:
LCS
Run ID: VL150612-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150612-2
RPD
Ref RPD
RPD
Limit
Decision
Level
BENZENE 5 40 101 73-126 30
40.4
TOLUENE 39.3 5 40 98 71-127 30
ETHYLBENZENE 38 5 40 95 74-127 30
M+P-XYLENE 78.6 5 80 98 79-126 30
O-XYLENE 38.8 5 40 97 77-125 30
NAPHTHALENE 43.8 5 40 110 64-141 30
Surr: 50
DIBROMOFLUOROMETHANE
49.4 99 61-134
Surr: TOLUENE-D8 47.4 50 95 57-135
Surr: 4- 50
BROMOFLUOROBENZENE
50.3 101 52-151
Qual
Analysis Date: 6/12/2015 09:06
Prep Date: 6/12/2015
Analyte Result %REC
Units: UG/KG
ReportLimit
Client ID:
LCSD
Run ID: VL150612-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150612-2
RPD
Ref RPD
RPD
Project: FC06967.000-205 Willow Street Project
Client: CTL Thompson
Work Order: 1506139
QC BATCH REPORT
Batch ID: VL150612-2-2 Instrument ID HPV1 Method: SW8260
Qual
Analysis Date: 6/12/2015 09:28
Prep Date: 6/12/2015
Analyte Result %REC
Units: UG/KG
ReportLimit
Client ID:
MB
Run ID: VL150612-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150612-2
RPD
Ref RPD
RPD
Limit
Decision
Level
BENZENE ND 5
TOLUENE ND 5
ETHYLBENZENE ND 5
M+P-XYLENE ND 5
O-XYLENE ND 5
NAPHTHALENE ND 5
TOTAL XYLENES ND 5
Surr: 50
DIBROMOFLUOROMETHANE
48.8 98 61-134
Surr: TOLUENE-D8 47.2 50 94 57-135
Surr: 4- 50
BROMOFLUOROBENZENE
49.2 98 52-151
The following samples were analyzed in this batch: 1506139-5
QC Page: 10 of 10
LIMS Version: 6.767
ALS Environmental -- FC
27 of 27
1506276
Levi Stockton
Wednesday, June 24, 2015
Ft. Collins, Colorado
CTL Thompson
400 N. Link Lane
Fort Collins, CO 80524
Re: ALS Workorder:
Project Name: Willow Street Project
Project Number: FC06967
LIMS Version: 6.768
Seven soil samples were received from CTL Thompson, on 6/16/2015. The samples were scheduled for the
following analyses:
Dear Mr. Stockton:
Page 1 of 1
GC/MS Volatiles
Total Extractable Petroleum Hydrocarbons (Diesel)
Total Volatile Petroleum Hydrocarbons (Gasoline)
The results for these analyses are contained in the enclosed reports.
Thank you for your confidence in ALS Environmental. Should you have any questions, please call.
Sincerely,
ALS Environmental
Amy R. Wolf
Project Manager
The data contained in the following report have been reviewed and approved by the personnel listed below. In
addition, ALS certifies that the analyses reported herein are true, complete and correct within the limits of the
methods employed.
ADDRESS 225 Commerce Drive, Fort Collins, Colorado, USA 80524 | PHONE +1 970 490 1511 | FAX +1 970 490 1522
ALS GROUP USA, CORP. Part of the ALS Laboratory Group An ALS Limited Company
1 of 22
ALS Environmental – Fort Collins is accredited by the following accreditation bodies for
various testing scopes in accordance with requirements of each accreditation body. All
testing is performed under the laboratory management system, which is maintained to
meet these requirement and regulations. Please contact the laboratory or accreditation
body for the current scope testing parameters.
ALS Environmental – Fort Collins
Accreditation Body License or Certification Number
Alaska (AK) UST-086
Alaska (AK) CO01099
Arizona (AZ) AZ0742
California (CA) 06251CA
Colorado (CO) CO01099
Connecticut (CT) PH-0232
Florida (FL) E87914
Idaho (ID) CO01099
Kansas (KS) E-10381
Kentucky (KY) 90137
L-A-B (DoD ELAP/ISO 170250) L2257
Maryland (MD) 285
Missouri (MO) 175
Nebraska(NE) NE-OS-24-13
Nevada (NV) CO000782008A
New Jersey (NJ) CO003
New York (NY) 12036
North Dakota (ND) R-057
Oklahoma (OK) 1301
Pennsylvania (PA) 68-03116
Tennessee (TN) 2976
Texas (TX) T104704241
Utah (UT) CO01099
Washington (WA) C1280
2 of 22
ADDRESS 225 Commerce Drive, Fort Collins Colorado 80524 USA ç PHONE +1 970 490 1511 ç FAX +1 970 490 1522
ALS GROUP USA, CORP. Part of the ALS Group An ALS Limited Company
1506276
GC/MS Volatiles:
The samples were analyzed using GC/MS following the current revision of SOP 525 based on SW-
846 Method 8260C.
Due to the concentration of target analytes, samples were analyzed at a dilution. The reporting limits
have been adjusted accordingly.
All remaining acceptance criteria were met.
GRO:
The samples were analyzed following the current revision of SOP 425 generally based on SW-846
Methods 8000C and 8015D. TVPH is a multicomponent mixture and is quantitated by summing the
entire carbon range, rather than individual peaks. The carbon range integrated in this test extends
from C6 to C10.
All acceptance criteria were met.
DRO:
The samples were analyzed following the current revision of SOP 406 generally based on SW-846
Methods 8000C and 8015D. TEPH is a multicomponent mixture and is quantitated by summing the
entire carbon range, rather than individual peaks. The carbon range integrated in this test extends
from C10 to C28.
All acceptance criteria were met.
3 of 22
OrderNum: 1506276
Client Name: CTL Thompson
Client Project Name: Willow Street Project
Client Project Number: FC06967
Client PO Number:
Lab Sample
Number
Client Sample
Number
Matrix Date
Collected
Time
Collected
COC Number
Sample Number(s) Cross-Reference Table
ALS Environmental -- FC
B-6 1506276-1 SOIL 15-Jun-15 9:30
B-1 1506276-2 SOIL 15-Jun-15 11:30
B-2 1506276-3 SOIL 15-Jun-15 13:20
B-4 1506276-4 SOIL 15-Jun-15 14:15
B-10 1506276-5 SOIL 15-Jun-15 15:00
B-12 1506276-6 SOIL 15-Jun-15 15:50
B-14 1506276-7 SOIL 15-Jun-15 16:50
Page 1 of 1 Date Printed: Wednesday, June 24, 2015
LIMS Version: 6.768
ALS Environmental -- FC
4 of 22
5 of 22
6 of 22
Project: FC06967 Willow Street Project
Sample ID: B-6
Collection Date: 6/15/2015 09:30
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506276
Dilution
Factor
Lab ID: 1506276-1
ALS Environmental -- FC
Date: 24-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 4.9
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/17/2015 PrepBy: JFN
Diesel Range Organics 230 ZMH 31 MG/KG 6 6/17/2015 14:50
Surr: O-TERPHENYL 93 53-116 %REC 6 6/17/2015 14:50
Gasoline Range Organics SW8015 Prep Date: 6/17/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS 0.99 H 0.47 MG/KG 1 6/17/2015 10:09
Surr: 2,3,4-TRIFLUOROTOLUENE 99 76-126 %REC 1 6/17/2015 10:09
GC/MS Volatiles SW8260 Prep Date: 6/17/2015 PrepBy: SDW
BENZENE ND 0.0052 MG/KG 1 6/17/2015 22:40
TOLUENE ND 0.0052 MG/KG 1 6/17/2015 22:40
ETHYLBENZENE ND 0.0052 MG/KG 1 6/17/2015 22:40
M+P-XYLENE ND 0.0052 MG/KG 1 6/17/2015 22:40
O-XYLENE ND 0.0052 MG/KG 1 6/17/2015 22:40
NAPHTHALENE ND 0.0052 MG/KG 1 6/17/2015 22:40
TOTAL XYLENES ND 0.005 MG/KG 1 6/17/2015 22:40
Surr: DIBROMOFLUOROMETHANE 94 61-134 %REC 1 6/17/2015 22:40
Surr: TOLUENE-D8 106 57-135 %REC 1 6/17/2015 22:40
Surr: 4-BROMOFLUOROBENZENE 85 52-151 %REC 1 6/17/2015 22:40
LIMS Version: 6.768 AR Page 1 of 8
ALS Environmental -- FC
7 of 22
Project: FC06967 Willow Street Project
Sample ID: B-1
Collection Date: 6/15/2015 11:30
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506276
Dilution
Factor
Lab ID: 1506276-2
ALS Environmental -- FC
Date: 24-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 11.5
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/17/2015 PrepBy: JFN
Diesel Range Organics 150 ZDMH 5.6 MG/KG 1 6/17/2015 15:26
Surr: O-TERPHENYL 99 53-116 %REC 1 6/17/2015 15:26
Gasoline Range Organics SW8015 Prep Date: 6/18/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS 0.092 J 0.43 MG/KG 1 6/18/2015 10:00
Surr: 2,3,4-TRIFLUOROTOLUENE 117 76-126 %REC 1 6/18/2015 10:00
GC/MS Volatiles SW8260 Prep Date: 6/17/2015 PrepBy: SDW
BENZENE ND 0.0055 MG/KG 1 6/17/2015 23:06
TOLUENE ND 0.0055 MG/KG 1 6/17/2015 23:06
ETHYLBENZENE 0.0019 J 0.0055 MG/KG 1 6/17/2015 23:06
M+P-XYLENE 0.0047 J 0.0055 MG/KG 1 6/17/2015 23:06
O-XYLENE 0.0048 J 0.0055 MG/KG 1 6/17/2015 23:06
NAPHTHALENE 8 2.2 MG/KG 500 6/19/2015 17:53
TOTAL XYLENES 0.0096 0.005 MG/KG 1 6/19/2015 17:53
Surr: DIBROMOFLUOROMETHANE 91 61-134 %REC 500 6/19/2015 17:53
Surr: DIBROMOFLUOROMETHANE 93 61-134 %REC 1 6/17/2015 23:06
Surr: TOLUENE-D8 107 57-135 %REC 1 6/17/2015 23:06
Surr: TOLUENE-D8 102 57-135 %REC 500 6/19/2015 17:53
Surr: 4-BROMOFLUOROBENZENE 92 52-151 %REC 500 6/19/2015 17:53
Surr: 4-BROMOFLUOROBENZENE 89 52-151 %REC 1 6/17/2015 23:06
LIMS Version: 6.768 AR Page 2 of 8
ALS Environmental -- FC
8 of 22
Project: FC06967 Willow Street Project
Sample ID: B-2
Collection Date: 6/15/2015 13:20
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506276
Dilution
Factor
Lab ID: 1506276-3
ALS Environmental -- FC
Date: 24-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 8.9
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/17/2015 PrepBy: JFN
Diesel Range Organics 1300 ZDMH 16 MG/KG 3 6/17/2015 16:02
Surr: O-TERPHENYL 103 53-116 %REC 3 6/17/2015 16:02
Gasoline Range Organics SW8015 Prep Date: 6/17/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS 0.49 J 0.54 MG/KG 1 6/17/2015 11:13
Surr: 2,3,4-TRIFLUOROTOLUENE 117 76-126 %REC 1 6/17/2015 11:13
GC/MS Volatiles SW8260 Prep Date: 6/17/2015 PrepBy: SDW
BENZENE 0.0047 J 0.0055 MG/KG 1 6/17/2015 23:30
TOLUENE 0.0029 J 0.0055 MG/KG 1 6/17/2015 23:30
ETHYLBENZENE 0.018 0.0055 MG/KG 1 6/17/2015 23:30
M+P-XYLENE 0.04 0.0055 MG/KG 1 6/17/2015 23:30
O-XYLENE 0.06 0.0055 MG/KG 1 6/17/2015 23:30
NAPHTHALENE 26 2.1 MG/KG 500 6/19/2015 18:17
TOTAL XYLENES 0.1 0.005 MG/KG 1 6/17/2015 23:30
Surr: DIBROMOFLUOROMETHANE 93 61-134 %REC 500 6/19/2015 18:17
Surr: DIBROMOFLUOROMETHANE 94 61-134 %REC 1 6/17/2015 23:30
Surr: TOLUENE-D8 105 57-135 %REC 1 6/17/2015 23:30
Surr: TOLUENE-D8 104 57-135 %REC 500 6/19/2015 18:17
Surr: 4-BROMOFLUOROBENZENE 93 52-151 %REC 500 6/19/2015 18:17
Surr: 4-BROMOFLUOROBENZENE 85 52-151 %REC 1 6/17/2015 23:30
LIMS Version: 6.768 AR Page 3 of 8
ALS Environmental -- FC
9 of 22
Project: FC06967 Willow Street Project
Sample ID: B-4
Collection Date: 6/15/2015 14:15
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506276
Dilution
Factor
Lab ID: 1506276-4
ALS Environmental -- FC
Date: 24-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 16.9
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/17/2015 PrepBy: JFN
Diesel Range Organics 90 ZDMH 6 MG/KG 1 6/17/2015 16:38
Surr: O-TERPHENYL 100 53-116 %REC 1 6/17/2015 16:38
Gasoline Range Organics SW8015 Prep Date: 6/17/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS 0.17 J 0.57 MG/KG 1 6/17/2015 11:56
Surr: 2,3,4-TRIFLUOROTOLUENE 108 76-126 %REC 1 6/17/2015 11:56
GC/MS Volatiles SW8260 Prep Date: 6/17/2015 PrepBy: SDW
BENZENE 0.0036 J 0.006 MG/KG 1 6/17/2015 23:54
TOLUENE ND 0.006 MG/KG 1 6/17/2015 23:54
ETHYLBENZENE 0.028 0.006 MG/KG 1 6/17/2015 23:54
M+P-XYLENE 0.022 0.006 MG/KG 1 6/17/2015 23:54
O-XYLENE 0.023 0.006 MG/KG 1 6/17/2015 23:54
NAPHTHALENE 5.4 2.4 MG/KG 500 6/19/2015 17:27
TOTAL XYLENES 0.045 0.005 MG/KG 1 6/17/2015 23:54
Surr: DIBROMOFLUOROMETHANE 94 61-134 %REC 500 6/19/2015 17:27
Surr: DIBROMOFLUOROMETHANE 93 61-134 %REC 1 6/17/2015 23:54
Surr: TOLUENE-D8 100 57-135 %REC 1 6/17/2015 23:54
Surr: TOLUENE-D8 103 57-135 %REC 500 6/19/2015 17:27
Surr: 4-BROMOFLUOROBENZENE 91 52-151 %REC 500 6/19/2015 17:27
Surr: 4-BROMOFLUOROBENZENE 91 52-151 %REC 1 6/17/2015 23:54
LIMS Version: 6.768 AR Page 4 of 8
ALS Environmental -- FC
10 of 22
Project: FC06967 Willow Street Project
Sample ID: B-10
Collection Date: 6/15/2015 15:00
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506276
Dilution
Factor
Lab ID: 1506276-5
ALS Environmental -- FC
Date: 24-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 13.4
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/23/2015 PrepBy: JFN
Diesel Range Organics 170 ZMH 5.7 MG/KG 1 6/24/2015 01:57
Surr: O-TERPHENYL 98 53-116 %REC 1 6/24/2015 01:57
Gasoline Range Organics SW8015 Prep Date: 6/17/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS ND 0.53 MG/KG 1 6/17/2015 12:18
Surr: 2,3,4-TRIFLUOROTOLUENE 102 76-126 %REC 1 6/17/2015 12:18
GC/MS Volatiles SW8260 Prep Date: 6/19/2015 PrepBy: SDW
BENZENE ND 0.0055 MG/KG 1 6/19/2015 15:49
TOLUENE ND 0.0055 MG/KG 1 6/19/2015 15:49
ETHYLBENZENE ND 0.0055 MG/KG 1 6/19/2015 15:49
M+P-XYLENE ND 0.0055 MG/KG 1 6/19/2015 15:49
O-XYLENE ND 0.0055 MG/KG 1 6/19/2015 15:49
NAPHTHALENE 0.011 0.0055 MG/KG 1 6/19/2015 15:49
TOTAL XYLENES ND 0.005 MG/KG 1 6/19/2015 15:49
Surr: DIBROMOFLUOROMETHANE 93 61-134 %REC 1 6/19/2015 15:49
Surr: TOLUENE-D8 104 57-135 %REC 1 6/19/2015 15:49
Surr: 4-BROMOFLUOROBENZENE 90 52-151 %REC 1 6/19/2015 15:49
LIMS Version: 6.768 AR Page 5 of 8
ALS Environmental -- FC
11 of 22
Project: FC06967 Willow Street Project
Sample ID: B-12
Collection Date: 6/15/2015 15:50
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506276
Dilution
Factor
Lab ID: 1506276-6
ALS Environmental -- FC
Date: 24-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 10.0
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/17/2015 PrepBy: JFN
Diesel Range Organics 72 ZMH 11 MG/KG 2 6/17/2015 19:01
Surr: O-TERPHENYL 98 53-116 %REC 2 6/17/2015 19:01
Gasoline Range Organics SW8015 Prep Date: 6/17/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS ND 0.54 MG/KG 1 6/17/2015 12:38
Surr: 2,3,4-TRIFLUOROTOLUENE 103 76-126 %REC 1 6/17/2015 12:38
GC/MS Volatiles SW8260 Prep Date: 6/19/2015 PrepBy: SDW
BENZENE ND 0.0051 MG/KG 1 6/19/2015 16:38
TOLUENE ND 0.0051 MG/KG 1 6/19/2015 16:38
ETHYLBENZENE ND 0.0051 MG/KG 1 6/19/2015 16:38
M+P-XYLENE ND 0.0051 MG/KG 1 6/19/2015 16:38
O-XYLENE ND 0.0051 MG/KG 1 6/19/2015 16:38
NAPHTHALENE ND 0.0051 MG/KG 1 6/19/2015 16:38
TOTAL XYLENES ND 0.005 MG/KG 1 6/19/2015 16:38
Surr: DIBROMOFLUOROMETHANE 94 61-134 %REC 1 6/19/2015 16:38
Surr: TOLUENE-D8 104 57-135 %REC 1 6/19/2015 16:38
Surr: 4-BROMOFLUOROBENZENE 89 52-151 %REC 1 6/19/2015 16:38
LIMS Version: 6.768 AR Page 6 of 8
ALS Environmental -- FC
12 of 22
Project: FC06967 Willow Street Project
Sample ID: B-14
Collection Date: 6/15/2015 16:50
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506276
Dilution
Factor
Lab ID: 1506276-7
ALS Environmental -- FC
Date: 24-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 10.3
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/17/2015 PrepBy: JFN
Diesel Range Organics 21 DZMH 5.5 MG/KG 1 6/18/2015 13:57
Surr: O-TERPHENYL 96 53-116 %REC 1 6/18/2015 13:57
Gasoline Range Organics SW8015 Prep Date: 6/17/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS ND 0.52 MG/KG 1 6/17/2015 13:00
Surr: 2,3,4-TRIFLUOROTOLUENE 97 76-126 %REC 1 6/17/2015 13:00
GC/MS Volatiles SW8260 Prep Date: 6/19/2015 PrepBy: SDW
BENZENE ND 0.0053 MG/KG 1 6/19/2015 17:03
TOLUENE ND 0.0053 MG/KG 1 6/19/2015 17:03
ETHYLBENZENE ND 0.0053 MG/KG 1 6/19/2015 17:03
M+P-XYLENE ND 0.0053 MG/KG 1 6/19/2015 17:03
O-XYLENE ND 0.0053 MG/KG 1 6/19/2015 17:03
NAPHTHALENE ND 0.0053 MG/KG 1 6/19/2015 17:03
TOTAL XYLENES ND 0.005 MG/KG 1 6/19/2015 17:03
Surr: DIBROMOFLUOROMETHANE 97 61-134 %REC 1 6/19/2015 17:03
Surr: TOLUENE-D8 100 57-135 %REC 1 6/19/2015 17:03
Surr: 4-BROMOFLUOROBENZENE 90 52-151 %REC 1 6/19/2015 17:03
LIMS Version: 6.768 AR Page 7 of 8
ALS Environmental -- FC
13 of 22
Project: FC06967 Willow Street Project
Sample ID: B-14
Collection Date: 6/15/2015 16:50
Matrix: SOIL
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506276
Dilution
Factor
Lab ID: 1506276-7
ALS Environmental -- FC
Date: 24-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture: 10.3
Legal Location:
Explanation of Qualifiers
Radiochemistry:
U or ND - Result is less than the sample specific MDC.
Y2 - Chemical Yield outside default limits.
Y1 - Chemical Yield is in control at 100-110%. Quantitative yield is assumed.
W - DER is greater than Warning Limit of 1.42
* - Aliquot Basis is 'As Received' while the Report Basis is 'Dry Weight'.
# - Aliquot Basis is 'Dry Weight' while the Report Basis is 'As Received'.
G - Sample density differs by more than 15% of LCS density.
M - Requested MDC not met.
L - LCS Recovery below lower control limit.
H - LCS Recovery above upper control limit.
P - LCS, Matrix Spike Recovery within control limits.
N - Matrix Spike Recovery outside control limits
NC - Not Calculated for duplicate results less than 5 times MDC
B3 - Analyte concentration greater than MDC but less than Requested
MDC.
B - Analyte concentration greater than MDC.
M3 - The requested MDC was not met, but the reported
activity is greater than the reported MDC.
D - DER is greater than Control Limit
Inorganics:
B - Result is less than the requested reporting limit but greater than the instrument method detection limit (MDL).
E - The reported value is estimated because of the presence of interference. An explanatory note may be included in the narrative.
U or ND - Indicates that the compound was analyzed for but not detected.
M - Duplicate injection precision was not met.
N - Spiked sample recovery not within control limits. A post spike is analyzed for all ICP analyses when the matrix spike and or spike
duplicate fail and the native sample concentration is less than four times the spike added concentration.
Z - Spiked recovery not within control limits. An explanatory note may be included in the narrative.
* - Duplicate analysis (relative percent difference) not within control limits.
Organics:
U or ND - Indicates that the compound was analyzed for but not detected.
E - Analyte concentration exceeds the upper level of the calibration range.
B - Analyte is detected in the associated method blank as well as in the sample. It indicates probable blank contamination and warns the data user.
J - Estimated value. The result is less than the reporting limit but greater than the instrument method detection limit (MDL).
A - A tentatively identified compound is a suspected aldol-condensation product.
X - The analyte was diluted below an accurate quantitation level.
* - The spike recovery is equal to or outside the control criteria used.
+ - The relative percent difference (RPD) equals or exceeds the control criteria.
G - A pattern resembling gasoline was detected in this sample.
M - A pattern resembling motor oil was detected in this sample.
D - A pattern resembling diesel was detected in this sample.
C - A pattern resembling crude oil was detected in this sample.
ALS Environmental -- FC Date: 6/24/2015 2:14:
Project: FC06967 Willow Street Project
Client: CTL Thompson
Work Order: 1506276
QC BATCH REPORT
Batch ID: HC150617-61-1 Instrument ID: FUELS-1 Method: SW8015
Qual
Analysis Date: 6/17/2015 09:06
Prep Date: 6/17/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
LCS
Run ID: HC150617-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150617-61
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS 2.37 0.5 2.5 95 79-118 20
Surr: 2,3,4-TRIFLUOROTOLUENE 0.51 0.5 102 76-126
Qual
Analysis Date: 6/17/2015 09:28
Prep Date: 6/17/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
MB
Run ID: HC150617-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150617-61
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS ND 0.5
Surr: 2,3,4-TRIFLUOROTOLUENE 0.45 0.5 90 76-126
Qual
Analysis Date: 6/17/2015 13:21
Prep Date: 6/17/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Project: FC06967 Willow Street Project
Client: CTL Thompson
Work Order: 1506276
QC BATCH REPORT
Batch ID: HC150617-100-1 Instrument ID: FUELS-1 Method: SW8015M
Qual
Analysis Date: 6/17/2015 14:14
Prep Date: 6/17/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
LCS
Run ID: HC150617-888A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150617-100
RPD
Ref RPD
RPD
Limit
Decision
Level
Diesel Range Organics 132 5 125 106 76-124 20
Surr: O-TERPHENYL 10.4 12.5 83 53-116
Qual
Analysis Date: 6/17/2015 13:02
Prep Date: 6/17/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
MB
Run ID: HC150617-888A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150617-100
RPD
Ref RPD
RPD
Limit
Decision
Level
Diesel Range Organics ND 5
Surr: O-TERPHENYL 11 12.5 88 53-116
Qual
Analysis Date: 6/17/2015 17:14
Prep Date: 6/17/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID: B-4
Project: FC06967 Willow Street Project
Client: CTL Thompson
Work Order: 1506276
QC BATCH REPORT
Batch ID: HC150618-61-1 Instrument ID: FUELS-1 Method: SW8015
Qual
Analysis Date: 6/18/2015 09:18
Prep Date: 6/18/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
LCS
Run ID: HC150618-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150618-61
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS 2.37 0.5 2.5 95 79-118 20
Surr: 2,3,4-TRIFLUOROTOLUENE 0.515 0.5 103 76-126
Qual
Analysis Date: 6/18/2015 10:43
Prep Date: 6/18/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
LCSD
Run ID: HC150618-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150618-61
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS 2.45 0.5 2.5 98 79-118 2.37 3 20
Surr: 2,3,4-TRIFLUOROTOLUENE 0.548 0.5 110 76-126 6
Qual
Analysis Date: 6/18/2015 09:39
Prep Date: 6/18/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
Project: FC06967 Willow Street Project
Client: CTL Thompson
Work Order: 1506276
QC BATCH REPORT
Batch ID: HC150623-100-2 Instrument ID: FUELS-1 Method: SW8015M
Qual
Analysis Date: 6/24/2015 01:21
Prep Date: 6/23/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
LCS
Run ID: HC150623-8A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150623-100
RPD
Ref RPD
RPD
Limit
Decision
Level
Diesel Range Organics 136 5 125 109 76-124 20
Surr: O-TERPHENYL 10.6 12.5 85 53-116
Qual
Analysis Date: 6/24/2015 00:45
Prep Date: 6/23/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
MB
Run ID: HC150623-8A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150623-100
RPD
Ref RPD
RPD
Limit
Decision
Level
Diesel Range Organics ND 5
Surr: O-TERPHENYL 11.1 12.5 89 53-116
The following samples were analyzed in this batch: 1506276-5
QC Page: 4 of 8
LIMS Version: 6.768
ALS Environmental -- FC
18 of 22
Project: FC06967 Willow Street Project
Client: CTL Thompson
Work Order: 1506276
QC BATCH REPORT
Batch ID: VL150617-2-2 Instrument ID: HPV1 Method: SW8260
Qual
Analysis Date: 6/17/2015 17:20
Prep Date: 6/17/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
LCS
Run ID: VL150617-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150617-2
RPD
Ref RPD
RPD
Limit
Decision
Level
BENZENE 0.0298 0.005 0.04 75 73-126 30
TOLUENE 0.0339 0.005 0.04 85 71-127 30
ETHYLBENZENE 0.0327 0.005 0.04 82 74-127 30
M+P-XYLENE 0.0683 0.005 0.08 85 79-126 30
O-XYLENE 0.0339 0.005 0.04 85 77-125 30
NAPHTHALENE 0.0399 0.005 0.04 100 64-141 30
Surr: 0.05
DIBROMOFLUOROMETHANE
0.0483 97 61-134
Surr: TOLUENE-D8 0.051 0.05 102 57-135
Surr: 4- 0.05
BROMOFLUOROBENZENE
0.0469 94 52-151
Qual
Analysis Date: 6/17/2015 17:46
Prep Date: 6/17/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
LCSD
Run ID: VL150617-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150617-2
RPD
Ref RPD
RPD
Limit
Project: FC06967 Willow Street Project
Client: CTL Thompson
Work Order: 1506276
QC BATCH REPORT
Batch ID: VL150617-2-2 Instrument ID: HPV1 Method: SW8260
Qual
Analysis Date: 6/17/2015 18:08
Prep Date: 6/17/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
MB
Run ID: VL150617-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150617-2
RPD
Ref RPD
RPD
Limit
Decision
Level
BENZENE ND 0.005
TOLUENE ND 0.005
ETHYLBENZENE ND 0.005
M+P-XYLENE ND 0.005
O-XYLENE ND 0.005
NAPHTHALENE ND 0.005
TOTAL XYLENES ND 0.005
Surr: 0.05
DIBROMOFLUOROMETHANE
0.047 94 61-134
Surr: TOLUENE-D8 0.05 0.05 100 57-135
Surr: 4- 0.05
BROMOFLUOROBENZENE
0.0472 94 52-151
The following samples were analyzed in this batch: 1506276-1 1506276-2 1506276-3
1506276-4
QC Page: 6 of 8
LIMS Version: 6.768
ALS Environmental -- FC
20 of 22
Project: FC06967 Willow Street Project
Client: CTL Thompson
Work Order: 1506276
QC BATCH REPORT
Batch ID: VL150619-2-1 Instrument ID: HPV1 Method: SW8260
Qual
Analysis Date: 6/19/2015 13:54
Prep Date: 6/19/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
LCS
Run ID: VL150619-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150619-2
RPD
Ref RPD
RPD
Limit
Decision
Level
BENZENE 0.0311 0.005 0.04 78 73-126 30
TOLUENE 0.0362 0.005 0.04 91 71-127 30
ETHYLBENZENE 0.0354 0.005 0.04 89 74-127 30
M+P-XYLENE 0.0739 0.005 0.08 92 79-126 30
O-XYLENE 0.037 0.005 0.04 92 77-125 30
NAPHTHALENE 0.0421 0.005 0.04 105 64-141 30
Surr: 0.05
DIBROMOFLUOROMETHANE
0.0467 93 61-134
Surr: TOLUENE-D8 0.0526 0.05 105 57-135
Surr: 4- 0.05
BROMOFLUOROBENZENE
0.0478 96 52-151
Qual
Analysis Date: 6/19/2015 14:41
Prep Date: 6/19/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
LCSD
Run ID: VL150619-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150619-2
RPD
Ref RPD
RPD
Limit
Project: FC06967 Willow Street Project
Client: CTL Thompson
Work Order: 1506276
QC BATCH REPORT
Batch ID: VL150619-2-1 Instrument ID: HPV1 Method: SW8260
Qual
Analysis Date: 6/19/2015 15:03
Prep Date: 6/19/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
MB
Run ID: VL150619-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150619-2
RPD
Ref RPD
RPD
Limit
Decision
Level
BENZENE ND 0.005
TOLUENE ND 0.005
ETHYLBENZENE ND 0.005
M+P-XYLENE ND 0.005
O-XYLENE ND 0.005
NAPHTHALENE ND 0.005
TOTAL XYLENES ND 0.005
Surr: 0.05
DIBROMOFLUOROMETHANE
0.0473 95 61-134
Surr: TOLUENE-D8 0.0518 0.05 104 57-135
Surr: 4- 0.05
BROMOFLUOROBENZENE
0.0465 93 52-151
Qual
Analysis Date: 6/19/2015 15:28
Prep Date: 6/19/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
MB
Run ID: VL150619-2A
SPK Val
SPK Ref
Value
Control
Limit
DF: 50
Sample ID: VL150619-2M
RPD
Ref RPD
RPD
WILLOW STREET PROJECT
PHASE II ESA
CTL | T PROJECT NO. FC06967.000-205
Attachment 4
Groundwater Laboratory Results
1506394
Levi Stockton
Thursday, June 25, 2015
Ft. Collins, Colorado
CTL Thompson
400 N. Link Lane
Fort Collins, CO 80524
Re: ALS Workorder:
Project Name: Willow Street Project
Project Number: FC06967
LIMS Version: 6.768
Two water samples were received from CTL Thompson, on 6/19/2015. The samples were scheduled for the
following analyses:
Dear Mr. Stockton:
Page 1 of 1
GC/MS Volatiles
Total Extractable Petroleum Hydrocarbons (Diesel)
Total Volatile Petroleum Hydrocarbons (Gasoline)
The results for these analyses are contained in the enclosed reports.
Thank you for your confidence in ALS Environmental. Should you have any questions, please call.
Sincerely,
ALS Environmental
Amy R. Wolf
Project Manager
The data contained in the following report have been reviewed and approved by the personnel listed below. In
addition, ALS certifies that the analyses reported herein are true, complete and correct within the limits of the
methods employed.
ADDRESS 225 Commerce Drive, Fort Collins, Colorado, USA 80524 | PHONE +1 970 490 1511 | FAX +1 970 490 1522
ALS GROUP USA, CORP. Part of the ALS Laboratory Group An ALS Limited Company
1 of 13
ALS Environmental – Fort Collins is accredited by the following accreditation bodies for
various testing scopes in accordance with requirements of each accreditation body. All
testing is performed under the laboratory management system, which is maintained to
meet these requirement and regulations. Please contact the laboratory or accreditation
body for the current scope testing parameters.
ALS Environmental – Fort Collins
Accreditation Body License or Certification Number
Alaska (AK) UST-086
Alaska (AK) CO01099
Arizona (AZ) AZ0742
California (CA) 06251CA
Colorado (CO) CO01099
Connecticut (CT) PH-0232
Florida (FL) E87914
Idaho (ID) CO01099
Kansas (KS) E-10381
Kentucky (KY) 90137
L-A-B (DoD ELAP/ISO 170250) L2257
Maryland (MD) 285
Missouri (MO) 175
Nebraska(NE) NE-OS-24-13
Nevada (NV) CO000782008A
New Jersey (NJ) CO003
New York (NY) 12036
North Dakota (ND) R-057
Oklahoma (OK) 1301
Pennsylvania (PA) 68-03116
Tennessee (TN) 2976
Texas (TX) T104704241
Utah (UT) CO01099
Washington (WA) C1280
2 of 13
ADDRESS 225 Commerce Drive, Fort Collins Colorado 80524 USA ⎜ PHONE +1 970 490 1511 ⎜ FAX +1 970 490 1522
ALS GROUP USA, CORP. Part of the ALS Group An ALS Limited Company
1506394
GC/MS Volatiles:
The samples were analyzed using GC/MS following the current revision of SOP 525 based on SW-
846 Method 8260C.
The vials for samples -1 and -1RR1 contained headspace prior to analysis. These samples also had
a pH > 2 at the time of anlaysis.
Due to the concentration of target analytes, the samples were analyzed at dilutions. The reporting
limits have been adjusted accordingly.
All remaining acceptance criteria were met.
GRO:
The samples were analyzed following the current revision of SOP 425 generally based on SW-846
Methods 8000C and 8015D. TVPH is a multicomponent mixture and is quantitated by summing the
entire carbon range, rather than individual peaks. The carbon range integrated in this test extends
from C6 to C10.
All matrix spike and matrix spike duplicate recoveries and RPDs were within the acceptance criteria
with the following exceptions:
Spiked Compound QC Sample Direction
Gasoline range organics MS/MSD Low
The recovery for gasoline range organics in the laboratory control sample was within control limits,
which suggest the outlier in the matrix spikes may have been due to matrix effects. No further action
was taken. The laboratory control sample results have been included.
All remaining acceptance criteria were met.
DRO:
The samples were analyzed following the current revision of SOP 406 generally based on SW-846
Methods 8000C and 8015D. TEPH is a multicomponent mixture and is quantitated by summing the
entire carbon range, rather than individual peaks. The carbon range integrated in this test extends
from C10 to C28.
All acceptance criteria were met.
3 of 13
OrderNum: 1506394
Client Name: CTL Thompson
Client Project Name: Willow Street Project
Client Project Number: FC06967
Client PO Number:
Lab Sample
Number
Client Sample
Number
Matrix Date
Collected
Time
Collected
COC Number
Sample Number(s) Cross-Reference Table
ALS Environmental -- FC
MW-1 1506394-1 WATER 19-Jun-15 14:50
MW-3 1506394-2 WATER 19-Jun-15 14:15
Page 1 of 1 Date Printed: Thursday, June 25, 2015
LIMS Version: 6.768
ALS Environmental -- FC
4 of 13
5 of 13
6 of 13
Project: FC06967 Willow Street Project
Sample ID: MW-1
Collection Date: 6/19/2015 14:50
Matrix: WATER
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506394
Dilution
Factor
Lab ID: 1506394-1
ALS Environmental -- FC
Date: 25-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture:
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/23/2015 PrepBy: JFN
Diesel Range Organics 16 ZM 0.57 MG/L 1 6/23/2015 22:22
Surr: O-TERPHENYL 107 54-123 %REC 1 6/23/2015 22:22
Gasoline Range Organics SW8015 Prep Date: 6/23/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS 8.9 Z 0.1 MG/L 1 6/23/2015 10:58
Surr: 2,3,4-TRIFLUOROTOLUENE 119 74-129 %REC 1 6/23/2015 10:58
GC/MS Volatiles SW8260_25 Prep Date: 6/23/2015 PrepBy: JXK
BENZENE 3.2 0.5 MG/L 500 6/23/2015 16:54
ETHYLBENZENE 0.19 0.05 MG/L 50 6/23/2015 16:31
NAPHTHALENE 6.8 0.5 MG/L 500 6/23/2015 16:54
TOLUENE 0.36 0.05 MG/L 50 6/23/2015 16:31
TOTAL XYLENES 0.92 0.003 MG/L 1 6/23/2015 16:54
Surr: DIBROMOFLUOROMETHANE 101 84-118 %REC 500 6/23/2015 16:54
Surr: DIBROMOFLUOROMETHANE 102 84-118 %REC 50 6/23/2015 16:31
Surr: TOLUENE-D8 99 85-115 %REC 500 6/23/2015 16:54
Surr: TOLUENE-D8 99 85-115 %REC 50 6/23/2015 16:31
Surr: 4-BROMOFLUOROBENZENE 100 85-115 %REC 500 6/23/2015 16:54
Surr: 4-BROMOFLUOROBENZENE 98 85-115 %REC 50 6/23/2015 16:31
LIMS Version: 6.768 AR Page 1 of 3
ALS Environmental -- FC
7 of 13
Project: FC06967 Willow Street Project
Sample ID: MW-3
Collection Date: 6/19/2015 14:15
Matrix: WATER
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506394
Dilution
Factor
Lab ID: 1506394-2
ALS Environmental -- FC
Date: 25-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture:
Legal Location:
Diesel Range Organics SW8015M Prep Date: 6/23/2015 PrepBy: JFN
Diesel Range Organics 1.4 DM 0.55 MG/L 1 6/23/2015 23:33
Surr: O-TERPHENYL 105 54-123 %REC 1 6/23/2015 23:33
Gasoline Range Organics SW8015 Prep Date: 6/23/2015 PrepBy: JFN
GASOLINE RANGE ORGANICS 0.87 Z 0.1 MG/L 1 6/23/2015 10:37
Surr: 2,3,4-TRIFLUOROTOLUENE 108 74-129 %REC 1 6/23/2015 10:37
GC/MS Volatiles SW8260_25 Prep Date: 6/23/2015 PrepBy: JXK
BENZENE 0.35 0.01 MG/L 10 6/23/2015 17:41
ETHYLBENZENE 0.018 0.001 MG/L 1 6/23/2015 17:18
NAPHTHALENE 0.075 0.01 MG/L 10 6/23/2015 17:41
TOLUENE 0.0025 0.001 MG/L 1 6/23/2015 17:18
TOTAL XYLENES 0.083 0.003 MG/L 1 6/23/2015 17:41
Surr: DIBROMOFLUOROMETHANE 102 84-118 %REC 10 6/23/2015 17:41
Surr: DIBROMOFLUOROMETHANE 103 84-118 %REC 1 6/23/2015 17:18
Surr: TOLUENE-D8 99 85-115 %REC 10 6/23/2015 17:41
Surr: TOLUENE-D8 98 85-115 %REC 1 6/23/2015 17:18
Surr: 4-BROMOFLUOROBENZENE 101 85-115 %REC 10 6/23/2015 17:41
Surr: 4-BROMOFLUOROBENZENE 99 85-115 %REC 1 6/23/2015 17:18
LIMS Version: 6.768 AR Page 2 of 3
ALS Environmental -- FC
8 of 13
Project: FC06967 Willow Street Project
Sample ID: MW-3
Collection Date: 6/19/2015 14:15
Matrix: WATER
Analyses Result Qual Units Date Analyzed
Report
Limit
Client: CTL Thompson
Work Order: 1506394
Dilution
Factor
Lab ID: 1506394-2
ALS Environmental -- FC
Date: 25-Jun-15
SAMPLE SUMMARY REPORT
Percent Moisture:
Legal Location:
Explanation of Qualifiers
Radiochemistry:
U or ND - Result is less than the sample specific MDC.
Y2 - Chemical Yield outside default limits.
Y1 - Chemical Yield is in control at 100-110%. Quantitative yield is assumed.
W - DER is greater than Warning Limit of 1.42
* - Aliquot Basis is 'As Received' while the Report Basis is 'Dry Weight'.
# - Aliquot Basis is 'Dry Weight' while the Report Basis is 'As Received'.
G - Sample density differs by more than 15% of LCS density.
M - Requested MDC not met.
L - LCS Recovery below lower control limit.
H - LCS Recovery above upper control limit.
P - LCS, Matrix Spike Recovery within control limits.
N - Matrix Spike Recovery outside control limits
NC - Not Calculated for duplicate results less than 5 times MDC
B3 - Analyte concentration greater than MDC but less than Requested
MDC.
B - Analyte concentration greater than MDC.
M3 - The requested MDC was not met, but the reported
activity is greater than the reported MDC.
D - DER is greater than Control Limit
Inorganics:
B - Result is less than the requested reporting limit but greater than the instrument method detection limit (MDL).
E - The reported value is estimated because of the presence of interference. An explanatory note may be included in the narrative.
U or ND - Indicates that the compound was analyzed for but not detected.
M - Duplicate injection precision was not met.
N - Spiked sample recovery not within control limits. A post spike is analyzed for all ICP analyses when the matrix spike and or spike
duplicate fail and the native sample concentration is less than four times the spike added concentration.
Z - Spiked recovery not within control limits. An explanatory note may be included in the narrative.
* - Duplicate analysis (relative percent difference) not within control limits.
Organics:
U or ND - Indicates that the compound was analyzed for but not detected.
E - Analyte concentration exceeds the upper level of the calibration range.
B - Analyte is detected in the associated method blank as well as in the sample. It indicates probable blank contamination and warns the data user.
J - Estimated value. The result is less than the reporting limit but greater than the instrument method detection limit (MDL).
A - A tentatively identified compound is a suspected aldol-condensation product.
X - The analyte was diluted below an accurate quantitation level.
* - The spike recovery is equal to or outside the control criteria used.
+ - The relative percent difference (RPD) equals or exceeds the control criteria.
G - A pattern resembling gasoline was detected in this sample.
M - A pattern resembling motor oil was detected in this sample.
D - A pattern resembling diesel was detected in this sample.
C - A pattern resembling crude oil was detected in this sample.
ALS Environmental -- FC Date: 6/25/2015 3:00:
Project: FC06967 Willow Street Project
Client: CTL Thompson
Work Order: 1506394
QC BATCH REPORT
Batch ID: HC150623-62-1 Instrument ID FUELS-1 Method: SW8015
Qual
Analysis Date: 6/23/2015 12:24
Prep Date: 6/23/2015
Analyte Result %REC
Units: MG/L
ReportLimit
Client ID:
LCS
Run ID: HC150623-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150623-62
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS 0.471 0.1 0.5 94 79-118 20
Surr: 2,3,4- 0.1
TRIFLUOROTOLUENE
0.114 114 74-129
Qual
Analysis Date: 6/23/2015 10:16
Prep Date: 6/23/2015
Analyte Result %REC
Units: MG/L
ReportLimit
Client ID:
MB
Run ID: HC150623-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150623-62
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS ND 0.1
Surr: 2,3,4- 0.1
TRIFLUOROTOLUENE
0.0972 97 74-129
Qual
Analysis Date: 6/23/2015 11:41
Project: FC06967 Willow Street Project
Client: CTL Thompson
Work Order: 1506394
QC BATCH REPORT
Batch ID: HC150623-101-1 Instrument ID FUELS-1 Method: SW8015M
Qual
Analysis Date: 6/23/2015 22:58
Prep Date: 6/23/2015
Analyte Result %REC
Units: MG/L
ReportLimit
Client ID: MW-1
DUP
Run ID: HC150623-8A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: 1506394-1
RPD
Ref RPD
RPD
Limit
Decision
Level
Diesel Range Organics 0.602 16 8 30 ZM
17.1
Surr: O-TERPHENYL 0.94 0.836 112 54-123
Qual
Analysis Date: 6/23/2015 18:10
Prep Date: 6/23/2015
Analyte Result %REC
Units: MG/L
ReportLimit
Client ID:
LCS
Run ID: HC150623-8A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150623-101
RPD
Ref RPD
RPD
Limit
Decision
Level
Diesel Range Organics 7.53 0.574 7.98 94 36-150 20
Surr: O-TERPHENYL 0.857 0.798 107 54-123
Qual
Analysis Date: 6/23/2015 16:58
Prep Date: 6/23/2015
Analyte Result %REC
Units: MG/L
ReportLimit
Project: FC06967 Willow Street Project
Client: CTL Thompson
Work Order: 1506394
QC BATCH REPORT
Batch ID: VL150623-4-2 Instrument ID HPV1 Method: SW8260_25
Qual
Analysis Date: 6/23/2015 09:19
Prep Date: 6/23/2015
Analyte Result %REC
Units: MG/L
ReportLimit
Client ID:
LCS
Run ID: VL150623-4A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150623-4
RPD
Ref RPD
RPD
Limit
Decision
Level
BENZENE 0.001 0.01 102 83-117 20
0.0102
ETHYLBENZENE 0.011 0.001 0.01 110 81-113 20
NAPHTHALENE 0.0127 0.001 0.01 127 71-131 20
TOLUENE 0.0105 0.001 0.01 105 82-113 20
M+P-XYLENE 0.0218 0.001 0.02 109 82-115 20
O-XYLENE 0.011 0.001 0.01 110 81-115 20
Surr: 0.025
DIBROMOFLUOROMETHANE
0.0257 103 84-118
Surr: TOLUENE-D8 0.0247 0.025 99 85-115
Surr: 4- 0.025
BROMOFLUOROBENZENE
0.0248 99 85-115
Qual
Analysis Date: 6/23/2015 09:43
Prep Date: 6/23/2015
Analyte Result %REC
Units: MG/L
ReportLimit
Client ID:
LCSD
Run ID: VL150623-4A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150623-4
RPD
Ref RPD
RPD
Project: FC06967 Willow Street Project
Client: CTL Thompson
Work Order: 1506394
QC BATCH REPORT
The following samples were analyzed in this batch: 1506394-1 1506394-2
QC Page: 4 of 4
LIMS Version: 6.768
ALS Environmental -- FC
13 of 13
ATTACHMENT 9
Limit
Decision
Level
BENZENE 0.001 0.01 98 83-117 0.0102 4 20
0.00979
ETHYLBENZENE 0.001 0.01 103 81-113 0.011 7 20
0.0103
NAPHTHALENE 0.0122 0.001 0.01 122 71-131 0.0127 4 20
TOLUENE 0.00994 0.001 0.01 99 82-113 0.0105 6 20
M+P-XYLENE 0.0205 0.001 0.02 103 82-115 0.0218 6 20
O-XYLENE 0.0104 0.001 0.01 104 81-115 0.011 6 20
Surr: 0.025
DIBROMOFLUOROMETHANE
0.0254 102 84-118 1
Surr: TOLUENE-D8 0.0248 0.025 99 85-115 1
Surr: 4- 0.025
BROMOFLUOROBENZENE
0.0247 99 85-115 0
Qual
Analysis Date: 6/23/2015 10:29
Prep Date: 6/23/2015
Analyte Result %REC
Units: MG/L
ReportLimit
Client ID:
MB
Run ID: VL150623-4A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: VL150623-4
RPD
Ref RPD
RPD
Limit
Decision
Level
BENZENE ND 0.001
ETHYLBENZENE ND 0.001
NAPHTHALENE ND 0.001
TOLUENE ND 0.001
TOTAL XYLENES ND 0.003
Surr: 0.025
DIBROMOFLUOROMETHANE
0.0254 102 84-118
Surr: TOLUENE-D8 0.0247 0.025 99 85-115
Surr: 4- 0.025
BROMOFLUOROBENZENE
0.0253 101 85-115
QC Page: 3 of 4
LIMS Version: 6.768
ALS Environmental -- FC
12 of 13
Client ID:
MB
Run ID: HC150623-8A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150623-101
RPD
Ref RPD
RPD
Limit
Decision
Level
Diesel Range Organics ND 0.57
Surr: O-TERPHENYL 0.792 101 54-123
0.798
The following samples were analyzed in this batch: 1506394-1 1506394-2
QC Page: 2 of 4
LIMS Version: 6.768
ALS Environmental -- FC
11 of 13
Prep Date: 6/23/2015
Analyte Result %REC
Units: MG/L
ReportLimit
Client ID: MW-3
MS
Run ID: HC150623-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: 1506394-2
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS 1.26 0.1 0.5 0.87 78 79-118 30 *
Surr: 2,3,4- 0.1
TRIFLUOROTOLUENE
0.118 118 74-129
Qual
Analysis Date: 6/23/2015 12:02
Prep Date: 6/23/2015
Analyte Result %REC
Units: MG/L
ReportLimit
Client ID: MW-3
MSD
Run ID: HC150623-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: 1506394-2
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS 1.22 0.1 0.5 0.87 71 79-118 1.26 3 30 *
Surr: 2,3,4- 0.1
TRIFLUOROTOLUENE
0.115 115 74-129 3
The following samples were analyzed in this batch: 1506394-1 1506394-2
QC Page: 1 of 4
LIMS Version: 6.768
ALS Environmental -- FC
10 of 13
4 - A pattern resembling JP-4 was detected in this sample.
5 - A pattern resembling JP-5 was detected in this sample.
H - Indicates that the fuel pattern was in the heavier end of the retention time window for the analyte of interest.
L - Indicates that the fuel pattern was in the lighter end of the retention time window for the analyte of interest.
Z - This flag indicates that a significant fraction of the reported result did not resemble the patterns of any of the following petroleum hydrocarbon products:
- gasoline
- JP-8
- diesel
- mineral spirits
- motor oil
- Stoddard solvent
- bunker C
LT - Result is less than requested MDC but greater than achieved MDC.
S - SAR value is estimated as one or more analytes used in the calculation were not detected above the detection limit.
LIMS Version: 6.768 AR Page 3 of 3
ALS Environmental -- FC
9 of 13
Limit
Decision
Level
BENZENE ND 0.25
TOLUENE ND 0.25
ETHYLBENZENE ND 0.25
M+P-XYLENE ND 0.25
O-XYLENE ND 0.25
NAPHTHALENE ND 0.25
TOTAL XYLENES ND 0.005
Surr: 2.5
DIBROMOFLUOROMETHANE
2.32 93 61-134
Surr: TOLUENE-D8 2.56 2.5 102 57-135
Surr: 4- 2.5
BROMOFLUOROBENZENE
2.35 94 52-151
The following samples were analyzed in this batch: 1506276-2 1506276-3 1506276-4
1506276-5 1506276-6 1506276-7
QC Page: 8 of 8
LIMS Version: 6.768
ALS Environmental -- FC
22 of 22
Decision
Level
BENZENE 0.0295 0.005 0.04 74 73-126 0.0311 5 30
TOLUENE 0.0335 0.005 0.04 84 71-127 0.0362 8 30
ETHYLBENZENE 0.0329 0.005 0.04 82 74-127 0.0354 7 30
M+P-XYLENE 0.0676 0.005 0.08 85 79-126 0.0739 9 30
O-XYLENE 0.0337 0.005 0.04 84 77-125 0.037 9 30
NAPHTHALENE 0.0405 0.005 0.04 101 64-141 0.0421 4 30
Surr: 0.05
DIBROMOFLUOROMETHANE
0.0471 94 61-134 1
Surr: TOLUENE-D8 0.0509 0.05 102 57-135 3
Surr: 4- 0.05
BROMOFLUOROBENZENE
0.0463 93 52-151 3
QC Page: 7 of 8
LIMS Version: 6.768
ALS Environmental -- FC
21 of 22
Decision
Level
BENZENE 0.0336 0.005 0.04 84 73-126 0.0298 12 30
TOLUENE 0.0388 0.005 0.04 97 71-127 0.0339 13 30
ETHYLBENZENE 0.0388 0.005 0.04 97 74-127 0.0327 17 30
M+P-XYLENE 0.0782 0.005 0.08 98 79-126 0.0683 14 30
O-XYLENE 0.039 0.005 0.04 97 77-125 0.0339 14 30
NAPHTHALENE 0.0446 0.005 0.04 112 64-141 0.0399 11 30
Surr: 0.05
DIBROMOFLUOROMETHANE
0.0474 95 61-134 2
Surr: TOLUENE-D8 0.0521 0.05 104 57-135 2
Surr: 4- 0.05
BROMOFLUOROBENZENE
0.0483 97 52-151 3
QC Page: 5 of 8
LIMS Version: 6.768
ALS Environmental -- FC
19 of 22
MB
Run ID: HC150618-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150618-61
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS ND 0.5
Surr: 2,3,4-TRIFLUOROTOLUENE 0.465 0.5 93 76-126
Qual
Analysis Date: 6/18/2015 10:22
Prep Date: 6/18/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID: B-1
MS
Run ID: HC150618-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: 1506276-2
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS 1.8 0.419 2.09 0.092 82 79-118 40
Surr: 2,3,4-TRIFLUOROTOLUENE 0.489 0.419 117 76-126
The following samples were analyzed in this batch: 1506276-2
QC Page: 3 of 8
LIMS Version: 6.768
ALS Environmental -- FC
17 of 22
MS
Run ID: HC150617-888A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: 1506276-4
RPD
Ref RPD
RPD
Limit
Decision
Level
Diesel Range Organics 274 5.9 147 90 125 76-124 20 *
Surr: O-TERPHENYL 14.4 14.7 98 53-116
Qual
Analysis Date: 6/17/2015 17:49
Prep Date: 6/17/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID: B-4
MSD
Run ID: HC150617-888A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: 1506276-4
RPD
Ref RPD
RPD
Limit
Decision
Level
Diesel Range Organics 254 5.88 147 90 112 76-124 274 7 20
Surr: O-TERPHENYL 14.4 14.7 98 53-116 0
The following samples were analyzed in this batch: 1506276-1 1506276-2 1506276-3
1506276-4 1506276-6
QC Page: 2 of 8
LIMS Version: 6.768
ALS Environmental -- FC
16 of 22
Client ID: B-4
MS
Run ID: HC150617-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: 1506276-4
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS 4.85 0.578 5.78 0.17 81 79-118 40
Surr: 2,3,4-TRIFLUOROTOLUENE 0.684 0.578 118 76-126
Qual
Analysis Date: 6/17/2015 13:43
Prep Date: 6/17/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID: B-4
MSD
Run ID: HC150617-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: 1506276-4
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS 4.77 0.552 5.52 0.17 83 79-118 4.85 2 40
Surr: 2,3,4-TRIFLUOROTOLUENE 0.586 0.552 106 76-126 16
The following samples were analyzed in this batch: 1506276-1 1506276-3 1506276-4
1506276-5 1506276-6 1506276-7
QC Page: 1 of 8
LIMS Version: 6.768
ALS Environmental -- FC
15 of 22
4 - A pattern resembling JP-4 was detected in this sample.
5 - A pattern resembling JP-5 was detected in this sample.
H - Indicates that the fuel pattern was in the heavier end of the retention time window for the analyte of interest.
L - Indicates that the fuel pattern was in the lighter end of the retention time window for the analyte of interest.
Z - This flag indicates that a significant fraction of the reported result did not resemble the patterns of any of the following petroleum hydrocarbon products:
- gasoline
- JP-8
- diesel
- mineral spirits
- motor oil
- Stoddard solvent
- bunker C
LT - Result is less than requested MDC but greater than achieved MDC.
S - SAR value is estimated as one or more analytes used in the calculation were not detected above the detection limit.
LIMS Version: 6.768 AR Page 8 of 8
ALS Environmental -- FC
14 of 22
Limit
Decision
Level
BENZENE 5 40 93 73-126 40.4 8 30
37.2
TOLUENE 5 40 91 71-127 39.3 8 30
36.4
ETHYLBENZENE 35.1 5 40 88 74-127 38 8 30
M+P-XYLENE 72.5 5 80 91 79-126 78.6 8 30
O-XYLENE 35.1 5 40 88 77-125 38.8 10 30
NAPHTHALENE 38.6 5 40 96 64-141 43.8 13 30
Surr: 50
DIBROMOFLUOROMETHANE
48.9 98 61-134 1
Surr: TOLUENE-D8 46.8 50 94 57-135 1
Surr: 4- 50
BROMOFLUOROBENZENE
49.5 99 52-151 2
QC Page: 9 of 10
LIMS Version: 6.767
ALS Environmental -- FC
26 of 27
Limit
Decision
Level
BENZENE 5.09 40.7 1.3 81 73-126 39.1 14 30
34
TOLUENE 5.09 40.7 5.2 77 71-127 40.4 26 30
31.2
ETHYLBENZENE 23 5.09 40.7 5.2 57 74-127 30.1 27 30 *
M+P-XYLENE 45.4 5.09 81.4 5.2 56 79-126 61.5 30 30 *
O-XYLENE 23.2 5.09 40.7 5.2 57 77-125 32.4 33 30 *+
NAPHTHALENE 10 5.09 40.7 5.2 25 64-141 16.1 47 30 *+
Surr: 50.9
DIBROMOFLUOROMETHANE
50.9 100 61-134 5
Surr: TOLUENE-D8 53.6 50.9 105 57-135 6
Surr: 4- 50.9
BROMOFLUOROBENZENE
41.5 82 52-151 2
The following samples were analyzed in this batch: 1506139-2 1506139-4 1506139-7
1506139-8
QC Page: 8 of 10
LIMS Version: 6.767
ALS Environmental -- FC
25 of 27
Limit
Decision
Level
BENZENE ND 250
TOLUENE ND 250
ETHYLBENZENE ND 250
M+P-XYLENE ND 250
O-XYLENE ND 250
NAPHTHALENE ND 250
TOTAL XYLENES ND 5
Surr: 2500
DIBROMOFLUOROMETHANE
2450 98 61-134
Surr: TOLUENE-D8 2320 2500 93 57-135
Surr: 4- 2500
BROMOFLUOROBENZENE
2380 95 52-151
QC Page: 7 of 10
LIMS Version: 6.767
ALS Environmental -- FC
24 of 27
Limit
Decision
Level
BENZENE 5 40 104 73-126 39.8 4 30
41.6
TOLUENE 5 40 102 71-127 37.4 9 30
40.8
ETHYLBENZENE 39.6 5 40 99 74-127 36 10 30
M+P-XYLENE 80.6 5 80 101 79-126 74.8 7 30
O-XYLENE 40.4 5 40 101 77-125 38 6 30
NAPHTHALENE 44 5 40 110 64-141 42.9 3 30
Surr: 50
DIBROMOFLUOROMETHANE
50.4 101 61-134 0
Surr: TOLUENE-D8 46.7 50 93 57-135 1
Surr: 4- 50
BROMOFLUOROBENZENE
51 102 52-151 4
QC Page: 6 of 10
LIMS Version: 6.767
ALS Environmental -- FC
23 of 27
Limit
Decision
Level
BENZENE 5 40 103 73-126 41.8 2 30
41.1
TOLUENE 5 40 98 71-127 39.5 0 30
39.4
ETHYLBENZENE 37.8 5 40 95 74-127 38.3 1 30
M+P-XYLENE 78.4 5 80 98 79-126 79 1 30
O-XYLENE 38.7 5 40 97 77-125 39.4 2 30
NAPHTHALENE 41.1 5 40 103 64-141 42.8 4 30
Surr: 50
DIBROMOFLUOROMETHANE
50.2 100 61-134 3
Surr: TOLUENE-D8 47 50 94 57-135 2
Surr: 4- 50
BROMOFLUOROBENZENE
49 98 52-151 1
QC Page: 4 of 10
LIMS Version: 6.767
ALS Environmental -- FC
21 of 27
Prep Date: 6/12/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
MB
Run ID: HC150612-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150612-62
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS ND 0.5
Surr: 2,3,4- 0.5
TRIFLUOROTOLUENE
0.458 92 76-126
Qual
Analysis Date: 6/12/2015 10:58
Prep Date: 6/12/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
MB
Run ID: HC150612-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 50
Sample ID: HC150612-62M
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS ND 5
Surr: 2,3,4- 5
TRIFLUOROTOLUENE
4.89 98 76-126
The following samples were analyzed in this batch: 1506139-4
QC Page: 3 of 10
LIMS Version: 6.767
ALS Environmental -- FC
20 of 27
19 of 27
Prep Date: 6/11/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID:
MB
Run ID: HC150611-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: HC150611-62
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS ND 0.5
Surr: 2,3,4- 0.5
TRIFLUOROTOLUENE
0.48 96 76-126
Qual
Analysis Date: 6/11/2015 15:47
Prep Date: 6/11/2015
Analyte Result %REC
Units: MG/KG
ReportLimit
Client ID: B-13
MS
Run ID: HC150611-6A
SPK Val
SPK Ref
Value
Control
Limit
DF: 1
Sample ID: 1506139-2
RPD
Ref RPD
RPD
Limit
Decision
Level
GASOLINE RANGE ORGANICS 1.67 0.538 2.69 0.45 62 79-118 40 *
Surr: 2,3,4- 0.538
TRIFLUOROTOLUENE
0.468 87 76-126
The following samples were analyzed in this batch: 1506139-1 1506139-2 1506139-3
1506139-5 1506139-6 1506139-7
1506139-8
QC Page: 1 of 10
LIMS Version: 6.767
ALS Environmental -- FC
18 of 27
4 - A pattern resembling JP-4 was detected in this sample.
5 - A pattern resembling JP-5 was detected in this sample.
H - Indicates that the fuel pattern was in the heavier end of the retention time window for the analyte of interest.
L - Indicates that the fuel pattern was in the lighter end of the retention time window for the analyte of interest.
Z - This flag indicates that a significant fraction of the reported result did not resemble the patterns of any of the following petroleum hydrocarbon products:
- gasoline
- JP-8
- diesel
- mineral spirits
- motor oil
- Stoddard solvent
- bunker C
LT - Result is less than requested MDC but greater than achieved MDC.
S - SAR value is estimated as one or more analytes used in the calculation were not detected above the detection limit.
LIMS Version: 6.767 AR Page 9 of 9
ALS Environmental -- FC
17 of 27
8859: Willow Street Improvments Bid Schedule
90% Bid Items
Attachment 3
G F
A. EXISTING IRRIGATION CONTROLLER AND
PEDESTAL
B. FINISH GRADE
C. STRONG BOX QUICK PAD
D. COMPACTED SUBGRADE
E. 3" SCH 40 ELECTRICAL CONDUIT AND SWEEP
EL FOR TWO WIRE CABLE
F. 1" SCH 40 ELECTRICAL CONDUIT AND SWEEP
EL FOR ELECTRICAL GROUNDING
G. 1" SCH 40 ELECTRICAL CONDUIT AND SWEEP
EL FOR ELECTRICAL SERVICE
PLAN VIEW
SECTION VIEW
A
B
C
D
E F
G
H
I J
K
A. IRRIGATION CONTROLLER ASSEMBLY
B. GROUNDING PLATE
C. GROUNDING ROD - IF ROD CAN NOT BE
INSTALLED IN SOFTSCAPED AREA
INSTALL A PLATE IN LIEU OF ROD
D. 10" VALVE BOX WITH COVER
E. CADWELD CONNECTION: PAIGE
F. 3" MINIMUM DEPTH OF 3/4" WASHED
GRAVEL
G. BRICK (1 OF 4)
H. #6 AWG INSULATED COPPER GROUND
WIRE FROM CONTROLLER
I. #6 AWG INSULATED COPPER WIRE. NO
SHARP BENDS FROM CONTROLLER.
J. U.L. LISTED 5/8" X 10' COPPER
GROUNDING ROD
K. U.L. LISTED 4" X 96" COPPER
GROUNDING PLATE
A
2. INSTALL FOUR 1 GPH EMITTERS PER DECIDUOUS TREE.
3. INSTALL THREE 1 GPH EMITTER PER CONIFEROUS TREE.
4. INSTALL TWO 1 GPH EMITTER PER SHRUB.
5. INSTALL ONE 1 GPH EMITTER PER PERENNIAL.
A
B
C
D
E
F
A. DRIP LATERAL PIPE
B. CONIFEROUS TREE
C. DECIDUOUS TREE
D. EMITTER
E. SHRUB
F. PERENNIAL
NOTE:
1. INSTALL FLUSH CAP ASSEMBLY AT THE END OF EACH DRIP LATERAL SEGMENT.
A
B
C
D
E
F
A. FINISH GRADE/TOP OF MULCH
B. 6" ROUND VALVE BOX WITH COVER
C. FLUSH CAP WITH HOSE THREAD CAP
D. DRIP IRRIGATION LATERAL
E. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
F. BRICK (1 OF 2)
A
B
C D
E
F
G
H
I
J
L K
M
A. 4" GRATE
B. BUBBLER
C. ROOT WATERING SYSTEM
D. FINISH GRADE
E. CHECK VALVE
F. OPTIONAL PEA GRAVEL OR SAND SOCK FOR
SANDY SOILS
G. 1/2" PVC SCH 80 NIPPLE
H. 1/2" 90-DEGREE ELBOW
I. 12" SWING ASSEMBLY
J. 1/2" MALE NPT INLET
K. PVC SCH 40 TEE OR EL
L. LATERAL PIPE
M. 4" BASKET WEAVE CANISTER
P
.25
NOTES:
1. POSITION UNIT WITH TOP EVEN WITH GROUND SURFACE.
A
B
C
A. FINISH GRADE
B. ROOT WATERING SYSTEM
C. OPTIONAL PEA GRAVEL OR LANDSCAPE
FABRIC FOR SANDY SOILS
NOTES:
1. SECURE BARB FITTINGS WITH STAINLESS STEEL PINCH CLAMPS.
2. CITY TO INSTALL EMITTERS AND DISTRIBUTION TUBING AS NECESSARY TO IRRIGATE
PLANTS WITHIN POT.
A
A. PVC LATERAL PIPE
B. SCH. 40 PVC TEE OR EL (SERVICE OUTLET)
C. SCH. 40 PVC BARB (FPT X BARB)
D. 1-INCH 160 PSI POLYETHYLENE
E. TERMINATE END OF POLYETHYLENE WITH
SCH. 40 PVC BARB FITTING AND PVC BALL
VALVE (FOR FLUSHING PURPOSES)
F. PLANTER POT (RE: LANDSCAPE)
B
C D
E
F
B
C
D
E F
G H
I
A. FINISH GRADE/TOP OF MULCH
B. QUICK-COUPLING VALVE
C. 10" ROUND VALVE BOX WITH COVER
D. HARCO QUICK COUPLER ANCHOR
E. PVC SCH 80 TOE NIPPLE (LENGTH AS
REQUIRED)
F. BRICK (1 OF 2)
G. PRE-FABRICATED UNITIZED SWING JOINT 1"
MIPT INLET X SOC OUTLET
H. TEE OR EL: SEE SPECIFICATIONS FOR
MATERIALS
I. PVC MAINLINE PIPE
J. TRACING WIRE
NOTES:
1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK
COUPLING VALVE INLET SIZE.
2. INSTALLATION HEIGHT OF QUICK COUPLER VALVE IN VALVE BOX MUST ASSURE PROPER
OPERATION OF QUICK COUPLER KEY.
3. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE IN ORDER TO
ABSORB DOWNWARD IMPACT.
J
NOTES:
1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY.
2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE
(SIZED AS SHOWN).
3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC
TO PIPE AND VALVE BOX.
4. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGS DOWNSTREAM
OF REMOTE CONTROL VALVE ASSEMBLY.
5. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY.
6. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID, AND PROPER OPERATION OF
BALL VALVE.
7. COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES.
A
B
C
D
E
F
G
I H
J
K
L M
N
O
P
Q
S R
U T
V W
X
Y
A. DECODER
B. WIRE CONNECTOR FROM TWO-WIRE CABLE TO
DECODER (1 OF 2)
C. WIRE FROM DECODER TO VALVE SEE
SPECIFICATIONS
D. FINISH GRADE/TOP OF MULCH
E. JUMBO VALVE BOX WITH COVER
F. WIRE CONNECTOR FROM DECODER TO SOLENOID
VALVE (1 OF 2)
G. WIRE CONNECTOR FROM DECODER GROUND WIRE
TO BARE COPPER GROUNDING WIRE
H. BARE COPPER GROUNDING WIRE TO GROUNDING
PLATE/ROD SEE SPECIFICATIONS
I. CHRISTY I.D. TAG
J. FILTRATION AND PRESSURE REGULATING DEVICE
K. REMOTE CONTROL VALVE
L. PVC SCH 80 TOE NIPPLE
M. PVC SCH 40 EL
N. PVC SCH 40 PIPE (TYPICAL) (LENGTH AS REQUIRED)
O. PVC SCH 40 ADAPTER
P. FILTER FABRIC
Q. BRICK (1 OF 4)
R. PVC MAINLINE
S. TWO-WIRE CABLE
T. TEE OR EL: SEE SPECIFICATIONS FOR MATERIALS
U. PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED,
HIDDEN) AND PVC SCH 40 EL
V. PVC SCH 80 NIPPLE
W. PVC BALL VALVE
X. GROUNDING PLATE/ROD (SEE DECODER
GROUNDING SCHEMATIC)
Y. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
ASSEMBLY (LENGTH AS REQUIRED)
J. COPPER TEE
K. COPPER MALE ADAPTER (1 OF 2)
L. CURB STOP VALVE WITH COPPER SERVICE,
THREAD BOTH ENDS
M. COPPER PIPE TO EXISTING COPPER PIPE
OUTSIDE EXISTING WATER METER
3 BACKFLOW PREVENTION
ASSEMBLY N.T.S.
NOTES:
1. FURNISH FITTINGS AND PIPING SIZED IDENTICALLY WITH NOMINAL BACKFLOW
PREVENTION DEVICE.
2. QUICK COUPLING ASSEMBLY IS TO BE USED FOR WINTERIZATION OF
IRRIGATION SYSTEM.
12" MIN.
A
B
C
D E
G F
H
I J
K
L
M
N
O
P
A. BACKFLOW PREVENTER ENCLOSURE (SIZE AS NEEDED)
B. BACKFLOW PREVENTION DEVICE
C. TYPE K COPPER PIPE (TYPICAL) (LENGTH AS REQUIRED)
D. WRAP PIPE AT PENETRATION WITH 1/4-INCH FELT OR
SLEEVE WITH CLASS 200 PVC
E. 4-INCH CONCRETE BASE (USE 3000 PSI CONCRETE)
F. FINISH GRADE/TOP OF MULCH
G. QUICK COUPLING VALVE
H. COPPER MALE ADAPTER
I. COPPER PIPE (LENGTH AS REQUIRED)
J. BRICK (1 OF 4)
K. COPPER FEMALE ADAPTER
L. SCH 40 PVC MALE ADAPTER
M. PVC MAINLINE
N. COPPER TEE
O. 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL
P. TYPE K COPPER PIPE
Q. COMPACTED SUBGRADE
Q
4 MASTER VALVE
ASSEMBLY N.T.S.
M
NOTES:
1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY.
2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE
(SIZED AS SHOWN).
3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO
PIPE AND VALVE BOX.
4. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY.
5. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID.
6. INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF VALVE ASSEMBLY.
A
B
C
D
E
F
G
H
J I
K
A. 30" LENGTH OF COILED WIRE
B. FINISH GRADE
C. VALVE BOX EXTENSION (HEIGHT AS REQUIRED)
D. WATER PROOF CONNECTION (1 OF 2)
E. 12" STANDARD VALVE BOX WITH COVER
F. SOLENOID VALVE
G. PVC PIPE
H. BRICK (1 OF 4)
I. FILTER FABRIC
J. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
K. PVC SCH 40 MALE ADAPTER
L. TRACING WIRE
L
5 FLOW SENSOR
ASSEMBLY N.T.S.
F
NOTES:
1. ALLOW 10 PIPE DIAMETERS UPSTREAM AND 5 PIPE DIAMETERS DOWNSTREAM OF
STRAIGHT RUN OF PIPE TO ACHIEVE PROPER FLOW REGIME.
2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO
SECURE FABRIC TO PIPE AND VALVE BOX.
3. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY.
4. INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF SENSOR ASSEMBLY.
A
B
C
D
E
F
G
H
A. 12" VALVE BOX WITH COVER
B. FINISH GRADE/TOP OF MULCH
C. FLOW SENSOR
D. SENSOR CABLE PER MANUFACTURER'S
RECOMMENDATIONS
E. FILTER FABRIC
F. PVC PIPE
G. BRICK (1 OF 4)
H. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
I. TRACING WIRE
I
........
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
EED
ET NE
DTE
SLE
SLE
EED
DESINED
ET NE
SEET N
ILL STEET IEENTS
IIITN LN
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
I
PRELIMINARY
NOT FOR CONSTRUCTION
1 ̀
20 0 10 20 40
20
IITIN
LN
MATCHLINE SEE SHEET IR2.3
1
-
A-7
1"
1
-
A-6
1"
1
-
A-5
1"
1
-
A-4
1"
0.5
-
6
Q Q
01/02/19
1201-012-08
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
IRRIGAITON PLAN
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
IR2.2
PRELIMINARY
NOT FOR CONSTRUCTION
1 ̀
20 0 10 20 40
20
IRRIGATION
PLAN
MATCHLINE SEE SHEET IR2.1
MATCHLINE SEE SHEET IR2.3
20
IITIO
L
MATCHLINE SEE SHEET IR2.2
PINE STREET
PINE STREET.
PINE STREET.
PINE STREET.
WILLOW STREET
WILLOW STREET
WILLOW STREET
WILLOW STREET
WILLOW STREET WILLOW STREET
LINDEN STREET
PINE STREET
PINE STREET
GINGER AND
BAKER
CONFLUENCE
DEVELOPMENT
WOLVERINE FARM
PUBLISHING 320 WILLOW ST.
308 WILLOW ST. 310 WILLOW ST.
INTERSTATE ALL
BAS BLEU THEATRE BATTERIES CENTER
WILLOW STREET
LOFTS
NORTHSIDE AZTLAN
COMMUNITY CENTER
UNION PACIFIC
223 WILLOW STREET
DEVELOPMENT
223 WILLOW STREET
DEVELOPMENT
311 LINDEN STREET 311 LINDEN STREET
5 5
5 5
5 5
5
5
5
7
THE NEW SOFTSCAPED AREA
IS TO BE NON-IRRIGATED PER DIRECTION
FROM CITY OF FORT COLLINS
WILLOW AND PINE
DEVELOPMENT LIMITS
OF CONSTRUCTION
WILLOW AND PINE
DEVELOPMENT LIMITS
OF CONSTRUCTION
WILLOW STREET PLAZA
LIMITS OF CONSTRUCTION
2, 2-INCH SLEEVES 2, 2-INCH SLEEVES
2, 2-INCH SLEEVES
2, 2-INCH SLEEVES 2, 2-INCH SLEEVES
1, 2-INCH SLEEVE
FOR LATERAL PIPE,
TYPICAL
1, 2-INCH SLEEVE
FOR LATERAL PIPE,
TYPICAL
1, 2-INCH SLEEVE
FOR LATERAL PIPE,
TYPICAL
1, 2-INCH SLEEVE
FOR LATERAL PIPE,
TYPICAL
1, 2-INCH SLEEVE
FOR LATERAL PIPE,
TYPICAL
1, 2-INCH SLEEVE
FOR LATERAL PIPE,
TYPICAL
1, 2-INCH SLEEVE
FOR LATERAL PIPE,
TYPICAL
2
1
4
5
3/4" EXISTING SERVICE PIPE
(APPROXIMATED)
POINT-OF-CONNECTION
SIZE:3/4-INCH
FLOW: 10 GPM MAX
PRESSURE: 80 PSI
EXISTING 3/4-INCH BACKFLOW
NEAR THIS LOCATION THAT HAS
ALREADY BEEN REMOVED 1" EXISTING IRRIGATION MAINLINE
(APPROXIMATED)
1" EXISTING IRRIGATION MAINLINE
(APPROXIMATED)
IRRIGATION CONTROLLER
*REQUIRES 120 VAC POWER
2
2, 2-INCH SLEEVES
2, 2-INCH SLEEVES
1, 2-INCH SLEEVE
1, 2-INCH SLEEVE
2, 2-INCH SLEEVES
M
F
A
.25
.25
A-1
1"
1
-
A-3
1"
1
-
P
A-2
1" 1
-
P
P
P
P
Q
3
3
6
Q
P
P .25 .25
P
P
P
P
P
.25
.25
A-13
1"
2
-
A-12
1" 0.5
-
A-11
1"
2
-
P P
.25 .25
.25 .25 .25
.25
.25 .25 .25
.25
.25 .25
.25 .25
A-9
1"
2
-
Q
A-8
1"
1
-
A-7
1"
1
-
A-6
1"
1
-
A-5
1"1
-
A-4
1"
0.5
-
6
6
Q Q
A-10
1"1
-
........
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
PEPAED O
POECT NE
DATE
SCALE
SCALE V
CECED
DESIGNED
POECT NAE
SEET NO
WILLOW STEET IPOVEENTS
IIGAITON PLAN
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
I
PRELIMINARY
NOT FOR CONSTRUCTION
IIGATION
NOTES
KEYMAP
NTS
IR2.0 IR2.1 IR2.2 IR2.3
GENERAL NOTES
GENERAL DESCRIPTION
IR2.4
& VERTICAL EXPOSED
EDGES, TYP.
SEALED
L4.0 EXPANSION JOINT
3
FG
RE: CIVIL
TOW
73.05
VARIES
SEE PLAN
SECTION
1'-6" MIN.
9" VARIES VARIES
FG
RE: CIVIL
TOW
73.05
TOW
72.38
VARIES 8"
LANDSCAPE AREA
RAISED CONCRETE
SEAT WALL, 3/4"
CHAMFER TOP EDGES
& VERTICAL EXPOSED
EDGES, TYP.
INTERLOCKING
PAVERS
1'-6" MIN.
VARIES
SEALED EXPANSION
L4.0 JOINT
3
L4.0
4
SECTION
FG
RE: CIVIL
TOW
73.05
VARIES
SEE PLAN
TOW
72.38
1'-6" MIN. 8"
9"
TOW
71.72
8"
VARIES VARIES
INTERLOCKING
PAVERS
LANDSCAPE AREA
RAISED CONCRETE SEAT WALL, 3/4" CHAMFER
TOP EDGES & VERTICAL EXPOSED EDGES, TYP.
VARIES
SEALED
EXPANSION
JOINT
L4.0
3
L4.0
4
3 SCALE: RAISED 1/CONCRETE 2"=1'-0" SEAT WALL - SECTION
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1201-012-08
L4.9
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
DETAILS
MCS
MCS
4 SCALE: RAISED 1/CONCRETE 2"=1'-0" SEAT WALL - SECTION
5 SCALE: RAISED 1/CONCRETE 2"=1'-0" SEAT WALL - SECTION
1 SCALE: RAISED 1/CONCRETE 2"=1'-0" SEAT WALL - SECTION
2 SCALE: RAISED 1/CONCRETE 2"=1'-0" SEAT WALL - SECTION
01/15/19
ON EXPOSED EDGE, MEDIUM
BROOM FINISH PERPENDICULAR
TO LENGTH OF CHASE
COMPACTED SUBGRADE
RE: GEOTECH REPORT
SEE
CIVIL
3" 5"
4
L4.0
6"
SEE
CIVIL
PLANTING AREA,
RE: LANDSCAPE PLANS
COMPACTED SUBGRADE
RE: GEOTECH REPORT
CAST-IN-PLACE CONCRETE
CHASE AND CURB, 1/4" RADIUS
ON EXPOSED EDGE, MEDIUM
BROOM FINISH PERPENDICULAR
TO LENGTH OF CHASE
6" TYP.
METAL GRATE, PERIMETER
FRAME & REBAR
6" TYP.
L4.6
2
2 SCALE: RAISED 3/CONCRETE 4"=1'-0" SEAT WALL - SECTION
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1201-012-08
L4.8
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
DETAILS
MCS
MCS
1 SCALE: RAISED 1/CONCRETE 2"=1'-0" SEAT WALL - SECTION
4 SCALE: TRENCH 3/4"GRATE =1'-0" - SECTION
3 SCALE: TRENCH 3/4"GRATE =1'-0" - SECTION
01/15/19
11
2", TYP.
1
1
2", TYP.
3'-7"
IF (2) STANDARD
ALUMINUM REGULATORY
SIGNS ARE REQUIRED,
MODIFY .080" ALUMINUM
PLATE PAINTED DARK
BRONZE (AUTOMOTIVE
PAINT) AS SHOWN.
APPX. 2"
LINDEN ST.
WILLOW ST.
PINE STREET
3" 6" 3"
1'
3" 6" 3"
1'
4" 4"
5'
4"
4'-7"
4"
3" 6" 3"
1'
4" 4"
5'-2"
STREET NAME TEXT, TYP. 8" TALL
CAPITAL LETTERS, TIMES NEW ROMAN
FONT. SANDBLAST STREET NAME INTO
CONCRETE 1/8" DEPTH, STAIN LETTERS
LITHCROME GRAY
TOP SURFACE OF SLAB SHALL BE FLUSH
WITH ADJACENT PAVERS, SLOPE PER
GRADING PLANS, TYP.
NOTES:
1. STREET NAME TEXT LOCATED WITHIN
CDOT CLASS B CONCRETE PLAZAS (AS
OPPOSED TO INTERLOCKING PAVER
AREAS) SHALL NOT HAVE CDOT CLASS B
CONCRETE SLAB INSTALLED (AS
SHOWN/DIMENSIONED AT LEFT).
SANDBLASTING AND STAINING SHALL
OCCUR DIRECTLY ON CDOT CLASS B
CONCRETE PAVEMENT.
2. REFER TO SITE AND LAYOUT PLANS FOR
LOCATIONS OF STREET NAME TEXT.
3. PROVIDE MEDIUM BROOM FINISH ON TOP
SURFACE AND PROVIDE 1/3" RADIUS TOP
EDGES
BURY 1/4 OF
BOULDER, MIN.
AS MEASURED FROM
ADJACENT CONCRETE
FINISHED SURFACE
SEE SITE PLAN FOR TOP OF
BOULDER ELEVATION
AS MEASURED FROM ADJACENT
FINISHED GRADE, TYP.
NOTES:
1. BOULDERS SHALL BE (1) TON MIN., CONTRACTOR SHALL SUBMIT PHOTOS OF BOULDERS AT QUARRY FOR OWNER'S
REPRESENTATIVE TO REVIEW AND APPROVE PRIOR TO DELIVERY ON SITE. INCLUDE A RULER IN THE PHOTO FOR SCALE.
REFER TO GRADING PLAN FOR HEIGHTS OF BOULDERS, FACTORING IN BURYING BOULDER PER DETAIL BELOW.
2. BOULDER LOCATIONS SHALL BE STAKED FOR REVIEW. OWNER'S REPRESENTATIVE SHALL REVIEW AND APPROVE BOULDER
LOCATIONS PRIOR TO PLACEMENT.
3. WHERE BOULDERS ARE ABUTTING, VERTICAL JOINTS BETWEEN BOULDERS SHALL NOT EXCEED 1", TYP. STONE CHINKING
NOT ALLOWED.
4. REMOVE SHARP/DANGEROUS EDGES/CORNERS WITH HAMMER FOR SAFETY.
COMPACTED SUBGRADE PER
GEOTECH REPORT
COLORADO BUFF SANDSTONE
BOULDER, TOP OF BOULDER SHALL
BE INSTALLED LEVEL
LANDSCAPE, SEE SITE &
LANDSCAPE PLANS
3 SCALE: STREET 1/2" SIGNAGE = 1'-0" ENHANCEMENT
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1 SCALE: SANDBLASTED 1/4" = 1'-0" AND STAINED STREET NAMES
1201-012-08
L4.7
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
DETAILS
MCS
MCS
4 SCALE: BOULDER 1/2" = 1'-0"
01/15/19
2 SCALE: BOLLARD 1/2" = 1'-0"
fax (970) 223-1827
1201-012-08
L4.6
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
DETAILS
MCS
MCS
3 SCALE: STRING NTS LIGHT POLE
2 SCALE: TRENCH 3/4"GRATE =1'-0" - GENERIC SECTION
NOTES:
1. POSTS, FENCE PANELS AND BOLLARDS SHALL BE INSTALLED
PLUMB. FENCE PANELS SHALL BE INSTALLED IN A STRAIGHT
ALIGNMENT, TOLERANCE OF 1/4" MAX.
2. WHEN SECURED, POSTS, FENCE PANELS AND BOLLARDS SHALL
FEEL SOLID, AND SHALL NOT SHAKE, WOBBLE, OR ROCK.
3. DETAILED AND DIMENSIONED SHOP DRAWINGS (INCLUDING
THICKNESS, DIMENSIONS, MATERIALS, FINISH, WELDS, AND
COLORS FOR METAL FABRICATION, AND BOULDER SEAT SHALL
BE PROVIDED BY CONTRACTOR TO OWNER'S REPRESENTATIVE
TO REVIEW AND APPROVE PRIOR TO FABRICATION.
4. METAL WORK SHALL HAVE A DUPLEX COATING (GALVANIZED
SUBSTRATE AND POWDERCOATED).SEE DETAILS FOR COLOR
5. CONTRACTOR SHALL COORDINATE DAY/TIME FOR OWNER'S
REPRESENTATIVE TO VISIT FABRICATION SHOP TO REVIEW
METAL FABRICATION AT APPROXIMATELY 90% COMPLETE
(PRIOR TO APPLYING DUPLEX COATING SYSTEM).
6. STEEL CONNECTIONS SHALL BE MADE WITH A CONTINUOUS
WELD, SEE STRUCTURAL DRAWINGS FOR WELDS TYPES, TYP.
GRIND WELDS SMOOTH & FLUSH WITH ADJACENT SURFACES
LEAVING NO BURRS OR SHARP EDGES.
7. EDGES OF METAL MEMEBERS SHALL BE SLIGHTLY ROUNDED
FOR SAFETY (I.E. STRUCTURAL STEEL TUBING).
8. ENTIRE METAL FABRICATION SHALL BE SHOP WELDED. HOLES
SHALL BE SHOP DRILLED, TYP. HOLES DRILLED IN FIELD SHALL
BE PAINTED TO MATCH ADJACENT PAINT COLOR, UNLESS
OTHERWISE SPECIFIED, TYP.
9. CONTRACTOR SHALL HAVE OPTION TO ADD VENTING HOLES IN
THE RAILINGS, BOWSTRING BEAM AND POSTS IF REQUIRED FOR
GALVANIZING PROCESS. IF REQUIRED, VENT HOLES SHALL BE
PLACED IN LOCATIONS HAVING VERY LOW VISIBILITY SUCH AS
THE UNDERSIDE OF HORIZONTAL MEMBERS.
10. BOLT HEADS SHALL BE TAMPER RESISTANT. CONTRACTOR
SHALL INDICATE TAMPER RESISTANCE METHOD ON SHOP
DRAWINGS. OPTIONS INCLUDE: USING TAMPER PROOF BOLTS
AND NUTS, APPLYING LOCTITE TO BOLT THREADS, TACK
WELDING BOLTS, OR OTHER SIMILAR TECHNIQUES.THREADED
BOLTS SHALL BE SAWN OFF FLUSH WITH OUTSIDE EDGE OF NUT.
11. EXPOSED VERTICAL RAISED SEATING WALLS SHALL BE TREATED
WITH RTV SILICONE RUBBER WATER REPELLENT AND GRAFFITI
PROTECTANT, SERIES 626 DUR A PELL GS. APPLY TWO COATS
AS PER MANUFACTURER'S RECOMMENDATIONS FOR GRAFFITI
PROTECTION.
12. AUTOCAD DRAWINGS WILL BE SUPPLIED TO CONTRACTOR UPON
REQUEST.
01/15/19
1
8"
1'-10
11
16"
4"
EQ.
3"
EQ. 3" EQ.
41
4 2"
1
2"
3
1
2"
SECTION 'A'
SECTION 'B'
N.T.S.
SECTION 'B'
3"
EQ. 3" EQ.
1'
EQ. 4" SQ. EQ.
3'-815
16"
1'-4 5
16"
3' 10" 8"
1'-6 5
16"
9"
R1'-8"
81 9"
2"
EQ. 6" EQ.
EQ.
EQ.
1" DIA. THICK WALL RIGID STEEL PIPE
WITH WEATHERPROOF CONNECTIONS
AND COUPLINGS FOR ELECTRICAL
CONDUIT, POWDERCOAT TO
MATCH LIGHT FIXTURE
CUT TOP OF STEEL "I" BEAM
POST ON RADIUS
1 1/2" DIA. HEX BOLT CAP/NUT
WITH WASHER, DECORATIVE -
WELD TO DECORATIVE STEEL
BRACKET, 6 PER SIDE. PAINT
TO MATCH "I" BEAM
3/4" THICK STEEL BASE PLATE, WELD
TO "I" BEAM AND POWDERCOAT TO
MATCH "I" BEAM. SLOT HOLES IN BASE
PLATE TO ACCEPT (4) - A36 AND
CONDUIT, SEE BASE PLATE PLAN
(UPPER LEFT OF THIS SHEET)
18" x 12" CAST IN PLACE STANDARD
GRAY CONCRETE BASE, SMOOTH
FORM FINISH. PROVIDE 3/4" X 45
DEGREE CHAMFER AT EXPOSED
CORNERS AS SHOWN. FINISH OF
CONC. BASE SHALL BE FREE FROM
FORM MARKS, HONEYCOMBING, AND
IRREGULARITIES, TYP.
FINISH SURFACE
UNDISTURBED SOIL OR
PROPERLY COMPACTED FILL
MATERIAL PER GEOTECH
REPORT, TYP.
4"
1 1/2" DIA. HEX BOLT CAP/NUT
WITH WASHER, DECORATIVE -
WELD TO BENT PLATE, 2 PER
SIDE. POWDERCOAT TO
MATCH DECORATIVE STEEL
BRACKET
2" 2"
33
8"
33
8"
DECORATIVE .84" O.D. STEEL PIPE (.294
WALL THICKNESS), CAP ENDS AND
WELD ON 1/4" THICK FLATTENED ENDS,
TYP. FABRICATOR SHALL ATTACH PIPE
TO STEEL PLATE USING BOLTS, NUTS,
AND WASHERS, TIGHTEN BOLTS SO
THAT PIPE DOES NOT MOVE. STEEL
PIPE SHALL BE POWDERCOATED TO
MATCH DECORATIVE STEEL BRACKET.
1-1/2" DIA. BOLTS/NUTS/WASHERS USED
TO ATTACH PIPE TO PLATE SHALL BE
PAINTED TO MATCH "I" BEAM. SEE
FLATTENED END ENLARGEMENT AT
LEFT
FLATTENED END
ENLARGEMENT
N.T.S.
STEEL "I" BEAM
2 3/4"
2 1/4"
1 1/4"
DECORATIVE STEEL PIPE
STEEL PLATE
FLATTENED END
R1/4", TYP.
8.25" x 8.07" x .560 WEB THICKNESS
(W8 X 40) STEEL "I" BEAM POST.
POWDERCOAT RAL # 7013
LIGHT FIXTURE, SECURE FIXTURE
TO STEEL L CHANNELS USING
LIGHT FIXTURE CLAMP, SEE LIGHT
FIXTURE MOUNTING DETAIL AT
RIGHT
BOLT FOR LIGHT FIXTURE CLAMP,
SEE LIGHT FIXTURE MOUNTING
DETAIL AT RIGHT
11
2"
STEEL PIPE FOR ELECTRICAL CONDUIT
3/8" THICK STEEL PLATE
TO HIDE HOLE IN WOOD FOR
CONDUIT. PROVIDE 1/4" RADIUS ON
EDGES, TYP. USE (4) 1/2" DIA. SELF
TAPPING HEX BOLT CAP/WASHERS
TO SECURE PLATE TO WOOD BEAM.
DRILL 1 1/8" DIA. HOLE IN PLATE TO
ACCEPT CONDUIT AND
POWDERCOAT PLATE TO MATCH "I"
BEAM.
1-1/2" THICK REDWOOD ON FRONT SIDE OF
PEDESTRIAN LIGHT POLE ONLY. LEFT FACE
AND RIGHT FACE OF WOOD SHALL BE HELD
1/8" FROM FACE OF STEEL, TYP. SAND
EXPOSED SURFACES OF REDWOOD TO
REMOVE SLIVERS AND SPLINTERS, FINISH
USING U/V INHIBITOR CLEAR SEALER. CUT TOP
AND BOTTOM OF WOOD ON RADIUS. FASTEN
WOOD TO "I" BEAM USING 1" DIA. HEX BOLT
CAPS/NUTS WITH WASHERS (APPX. 5/8" DIA.
NOMINAL DIA.), PAINT CAP/NUTS/WASHERS TO
MATCH LIGHT FIXTURE. SEE SECTION 'B' AT
RIGHT
1" TALL MIN.
(3) STEEL PIPE CLIPS,
POWDERCOAT TO MATCH "I" BEAM
AND SECURE TO STEEL "I" BEAM
USING 1/2" DIA. HEX BOLT CAP/NUT
WITH WASHER, 2 PER PIPE CLIP.
PAINT HEX BOLTS TO MATCH STEEL
"I" BEAM
(2) ELECTRICAL CONDUITS SEE ELECTRICAL
DRAWINGS AND SPECIFICATIONS
1" DIA. THICK WALL RIGID STEEL PIPE
WITH WEATHERPROOF CONNECTIONS
AND COUPLINGS FOR ELECTRICAL
CONDUIT, POWDERCOAT TO
MATCH LIGHT FIXTURE
CONCRETE BASE
3/4" X 45 DEGREE CHAMFER, TYP.
FINISH SURFACE
CUT TOP OF WOOD ON 1'-8" RADIUS
PROVIDE 1/8" RADIUS ON EDGES
AND CORNERS OF DECORATIVE
STEEL BRACKET, TYP.
1 1/2" DIA. HEX BOLT CAP/NUT
WITH WASHER, DECORATIVE
DECORATIVE STEEL BRACKET SHALL
FOLLOW ALONG OUTSIDE EDGE OF
CONCRETE BASE, 1/16" TOLERANCE
3/4" X 45
DEGREE
CHAMFER, TYP.
FINISH
SURFACE
STEEL BASE
PLATE
DECORATIVE STEEL BRACKET
SHALL FOLLOW ALONG OUTSIDE
EDGE OF CONCRETE BASE, 1/16"
TOLERANCE
BOLT ON 1/4" THICK STEEL
PLATE TO HIDE ELECTRICAL
SUPPLY TO JUNCTION BOX.
POWDERCOAT TO MATCH "I"
BEAM, TYP.
1/4" THICK STEEL TOP
PLATE, SLOPE TOP
PLATE TO DRAIN AWAY
FROM "I" BEAM WEB.
POWDERCOAT TO MATCH
"I" BEAM, TYP.
EQ.
RIGID STEEL PIPE FOR
ELECTRICAL CONDUIT
LIGHT FIXTURE
BENT PLATE
1 1/2" TALL x 1/4" THICK STEEL
LIGHT FIXTURE CLAMP,
POWDERCOAT TO MATCH "I"
BEAM. RADIUS OF LIGHT
FIXTURE CLAMP SHALL BE
RADIUS OF LIGHT FIXTURE
BULB HOUSING PLUS 1/4".
PROVIDE COMPRESSIBLE
RUBBER GASKET BETWEEN
LIGHT FIXTURE CLAMP AND
BULB HOUSING AND BETWEEN
EACH HALF OF LIGHT FIXTURE
CLAMP. USE 1" DIA. HEX BOLT
CAPS/NUTS WITH WASHERS
TO TIGHTEN CLAMP AROUND
BULB HOUSING. DO NOT
PENETRATE OR DAMAGE
BULB HOUSING.
1" DIA. 1" DIA. HEX BOLT
CAPS/NUTS WITH WASHERS
(APPX. 5/8" DIA. NOMINAL DIA.).
PAINT CAP/NUTS/WASHERS TO
MATCH LIGHT FIXTURE
LIGHT FIXTURE BULB HOUSING
1 1/2" TALL x 1/4"
THICK MIN.
COMPRESSIBLE
RUBBER GASKET
1/2" THICK STEEL PLATE
EQ.
10"
T.B.D. - SEE SECTION 'B' ABOVE
1 3/4"
3/8" 1 1/2"
STEEL TOP PLATE
BENT PLATE
WASHERS (OR GALV.
STEEL PIPE)
REDWOOD
STEEL PLATE
STEEL PIPE
LIGHT FIXTURE
CONCRETE
BASE
CONCRETE BASE
DECORATIVE STEEL PIPE (BENEATH)
EQ. EQ.
1/8" 1/8"
SEE STEEL SPACER
NOTE AT RIGHT
(2) STEEL SPACERS WELDED TO
OUTSIDE OF "I" BEAM,
POWDERCOAT TO MATCH "I"
BEAM. STEEL SPACERS SHALL BE
HEIGHT OF L CANNEL BENT PLAT
X 8" WIDE AND SHALL BE HIDDEN
BEHIND BENT PLATE WHEN
VIEWED FROM THE SIDE
ELEVATION. THICKNESS OF
STEEL SPACERS SHALL BE
DETERMINED SO THAT L
CHANNELS PARALLEL EACH
OTHER AND FIT AROUND LIGHT
FIXTURE BULB HOUSING, RUBBER
GASKET, AND LIGHT FIXTURE
CLAMP, TYP.
USE WASHERS (OR GALV. STEEL
PIPE) TO HOLD REDWOOD AWAY
FROM WEB OF "I" BEAM, TYP.
REDWOOD
VERTICAL FACE OF 3/8" STEEL
PLATE SHALL BE FLUSH WITH
VERTICAL FACE OF "I" BEAM
BENT PLATE
VERTICAL FACE OF STEEL
PLATE SHALL BE FLUSH WITH
VERTICAL FACE OF "I" BEAM
NOTES:
1. CONTRACTOR SHALL REQUEST TEMPLATE FOR ALL-THREAD/BASE PLATE (TO BE SUPPLIED BY FABRICATOR)
TO USE TO INSTALL ALL-THREADS IN CORRECT LOCATIONS, TYP.
2. STEEL CONNECTIONS SHALL BE MADE WITH A 3/16" CONTINUOUS FILLET WELD. GRIND WELDS SMOOTH
LEAVING NO BURRS OR SHARP EDGES.
3. FABRICATOR/CONTRACTOR TO SUBMIT MATERIAL SAMPLES OF PROPOSED STEEL
RODS/WASHERS/BOLTS/NUTS TO OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO
FABRICATION OF PEDESTRIAN LIGHT.
4. DETAILED AND DIMENSIONED SHOP DRAWINGS (INCLUDING THICKNESS, DIMENSIONS, MATERIALS, LAMP,
BALLAST, CABLE, CONDUITS, WIRE, FITTINGS,AND PROPOSED GRADES OF METAL) SHALL BE PROVIDED BY
FABRICATOR/CONTRACTOR TO OWNER'S REPRESENTATIVES (LANDSCAPE ARCHITECT AND ELECTRICAL
CONSULTANT) TO REVIEW AND APPROVE PRIOR TO FABRICATION.
5. FOR SAFETY, PROVIDE RADIUS EDGE ON PEDESTRIAN LIGHT SURFACES THAT COULD BE WALKED/FALLEN INTO.
6. FABRICATOR/CONTRACTOR TO PROVIDE (1) NON-POWDERCOATED/NON-PAINTED FULL SIZE PEDESTRIAN LIGHT
MOCK UP FOR OWNER'S REPRESENTATIVE TO REVIEW AND APPROVE PRIOR TO FABRICATION
OF THE REST OF THE PED. LIGHTS.
7. WASHER DIA. SHALL BE 1-1/4" FOR 1" DIA. BOLT HEADS. WASHER DIA. SHALL BE 2" FOR 1 1/2" DIA. BOLT HEADS.
THREADS OF HEX BOLT SHALL BE SAWN OFF FLUSH WITH OUTSIDE EDGE OF NUT.
8. REFER TO SITE & LAYOUT PLANS FOR LOCATIONS OF PEDESTRIAN LIGHT.
9. PEDESTRIAN LIGHT SHALL BE INSTALLED PLUMB. CONCRETE BASE FOR PED. LIGHT SHALL BE INSTALLED
PLUMB.
10. FABRICATOR/CONTRACTOR TO SUBMIT FULL SIZE SAMPLE OF REDWOOD FINISHED WITH CLEAR U/V INHIBITOR
SEALER FOR OWNER'S REPRESENTATIVE TO REVIEW AND APPROVE PRIOR TO FABRICATION OF
REMAINING WOOD PIECES. CLEAR COLOR SEALER OF REDWOOD SHALL MATCH PEDESTRIAN LIGHTS ON
LINDEN.
11. HEX BOLT HEAD WITH NUTS AND WASHERS SHALL BE TAMPER RESISTANT
12. CONTRACTOR SHALL PROVIDE 8" X 8" MIN. PHYSICAL SAMPLE OF POWDERCOAT RAL #7006 AND #7013 SO THAT
OWNER'S REPRESENTATIVE CAN CONFIRM POWDERCOAT COLOR SELECTION PRIOR TO FABRICATION OF PED.
LIGHT.
13. PEDESTRIAN LIGHTS LOCATED IN PLANTING AREA SHALL HAVE CONCRETE LANDSCAPE BORDER INSTALLED
AROUND CONCRETE BASE OF PED. LIGHT. DO NOT DOWEL CONC. LANDS. BORDER TO PED. LIGHT CONCRETE
BASE, TYP.
14. ELECTRICAL COMPONENTS AND ASSEMBLY SHALL BE SUITABLE AND APPROPRIATE FOR THE UNPROTECTED
OUTDOOR LOCATION OF THE PED. LIGHTS (INCLUDING WIND LOAD). ELECTRICAL COMPONENTS SHALL BE
SELECTED WITH APPROPRIATE UL LISTINGS AND INSTALLED PER THE NEC AND OTHER GOVERNING CODES.
15. EACH PEDESTRIAN LIGHT POLE SHALL HAVE STEEL MOUNTING TAB WELDED TO POLE SO THAT CITY STANDARD
SIGNAGE CAN BE ATTACHED TO PEDESTRIAN LIGHT POLE. CONTACT CITY OF FORT COLLINS PARKING
SERVICES (970.221.6617) FOR LOCATION. TAB SHALL BE MOUNTED TALL ENOUGH SO THAT BOTTOM OF CITY
STANDARD SIGNAGE IS 7' MIN. FROM FINISHED SURFACE, TYP.
16. CONTRACTOR SHALL COORDINATE TIME FOR FORT COLLINS BUILDING & ZONING TO INSPECT AND APPROVE
PEDESTRIAN LIGHTS PRIOR TO SUBSTANTIAL COMPLETION.
1"
1"
PAINT BOLTS TO
MATCH STEEL "I"
BEAM, TYP.
6"
(2) - #4 TIES @ 3" AT TOP
1'-6"
#4 TIES @ 12"
24" DIA. CAST IN PLACE STANDARD
GRAY CONCRETE BASE AGAINST
NATIVE SOILS
1 1/2"
CLEAR
24" DIA.
(6) - #5 VERTICALS
3" CLEAR
(4) - 3/4" DIA. A36 ALL-
THREAD WITH DOUBLE
NUT & WASHER, 8" MIN.
CUT THREADS FLUSH WITH
TOP OF BOLT AND
PAINT TO MATCH "I" BEAM
6"
3 1/2"
1.5"
6" 6"
2"
1.5" 2" 5" 3 1/2"
EQ. EQ.
STUB ELECTRICAL CONDUIT
THROUGH CONCRETE BASE
SO THAT IT COMES OUT OF
CONCRETE BASE BETWEEN
WEB OF "I" BEAM AND
BOLT-ON PLATE, TYP.
(4) 3/4" DIA. A36 ALL-THREAD
BASE PLATE
1" x 45
CONCRETE BASE
MAINTENANCE RECEPTACLE (RE:
ELECTRICAL DWGS.), BOLT-ON
PLATE
DECORATIVE STEEL BRACKET
STEEL "I" BEAM
1/2" LB
CONDUIT
BODY, SEE
ELECTRICAL
DRAWINGS
41
2"
EQ.
135°, TYP.
DECORATIVE
STEEL
BRACKET
SHALL MATCH
ANGLE OF
CHAMFER AT
TOP OF
CONCRETE
BASE, TYP.
BASE PLATE
CONCRETE BASE
1" DIA. 1" DIA. HEX BOLT
CAPS/NUTS WITH WASHERS
(APPX. 5/8" DIA. NOMINAL DIA.)
(BENEATH). PAINT
CAP/NUTS/WASHERS TO
MATCH DECORATIVE STEEL
BRACKET.
ALL-THREAD NOT SHOWN FOR
CLARITY. PROVIDE (4) 1" X 1.5"
SLOTS IN BASE PLATE.
41
2"
41
4 2"
1
4 2"
1
2"
1 SCALE: PEDESTRIAN 3/8" = 1'-LIGHT 0"
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1201-012-08
L4.5
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
DETAILS
MCS
MCS
01/15/19
6"
3'-4" MIN.
1"
1"
1"
2"
3/16" THICK PLATE STEEL, POWDERCOAT TO MATCH "I" BEAM
3/8" THICK STEEL RECTANGLE, PROVIDE 1/8" RADIUS ON
TOP EDGES, TYP. POWDERCOAT TO MATCH "I" BEAM. SEE
STEEL RECTANGLE ENLARGEMENT AT LEFT
R9'
1 10"
1
1 2"
1
2"
5" 3"
31
2"
31
2"
3" 6"
6" 1'-3"
1/4" THICK STEEL BOTTOM SHACKLE WITH 1/2" THICK
STEEL MOUNTING PLATES. PROVIDE 1/16" RADIUS ON
TOP EDGES. POWDERCOAT TO MATCH STEEL
BRACKET. INSERT "I" BEAM INTO STEEL BOTTOM
SHACKLE/STEEL MOUNTING PLATE AND SHOP WELD
IN NON-VISIBLE LOCATIONS, PAINT TO MATCH
POWDERCOAT COLOR, TYP.
DECORATIVE (2) 1" DIA. CARRIAGE BOLT
CAP/NUT WITH WASHERS, WELD TO
STEEL BOTTOM SHACKLE AND
POWDERCOAT TO MATCH STEEL
BOTTOM SHACKLE, TYP.
(8) 1" DIA. HEX BOLT CAPS/NUTS WITH WASHERS TO
FASTEN WOOD TO STEEL L CHANNEL AND PLATE
STEEL. PAINT TO MATCH STEEL BRACKET, TYP.
SECTION 'A'
SECTION "A"
STEEL "I" BEAM
6"
PROVIDE 1/16" RADIUS
ON EDGES, TYP.
6"
SECTION 'B'
6"
PLAN
STEEL PIPE PLAN
STEEL FLANGE
FLATTENED ENDS
OF STEEL ROD
STEEL FLANGE, 1/4" THICK, POWDERCOAT TO
MATCH STEEL BRACKET. SEE STEEL ROD PLAN
AT RIGHT.
STEEL PIPES
STEEL FLANGE
51
2"
3"
2
1
2"
1
1
2"
STEEL RECTANGLE
R2
1
2
"
2" 1
2"
1
2"
2"
61
2", TYP.
3"
R2
1
2
"
2" 1
2"
1
2"
4
1
2", TYP.
1
1
2"
3
1
2"
PLANTING AREA,
RE: LANDSCAPE
STEEL RECTANGLE
(3) STEEL STRAPS
CONCRETE FOOTER
NOTE:
1. STEEL CAPS NOT SHOWN FOR CLARITY.
STEEL CAP
1" DIA. HEX BOLT
CONCRETE OR
INTERLOCKING PAVERS,
RE: SITE AND LAYOUT
PLANS
MOUNTING PLATES
PROVIDE 1/4" RADIUS ON
EDGES OF MOUNTING
PLATES, TYP.
6"
STEEL BOTTOM
SHACKLE
3"
11
1 2"
1
2"
1
1
2"
18"
8 7/8" 4"
2" 8" 2"
R9'
SECTION 'C'
SECTION "B"
SECTION "C"
1"
STEEL RECTANGLE ENLARGEMENT
N.T.S.
STEEL RECTANGLE
3 1/8" 1"
12"
3/8"
STEEL FLANGE
STEEL PIPE
STEEL FLANGE, 1/4" THICK, POWDERCOAT TO
MATCH STEEL "I" BEAM.
ARC OF STEEL
RECTANGLE SHALL
MATCH ARC OF
STEEL ANLGES, TYP.
STEEL ANGLE
WOOD
PLATE STEEL
STEEL STRAPS
RADIUS TOP
EDGES, TYP.
3/16" THICK PLATE STEEL, POWDERCOAT
TO MATCH "I" BEAM
OPEN
1"
FINISH GRADE
61
2"
NOTE:
1. STEEL PIPES WITH
FLATTENED ENDS NOT
SHOWN FOR CLARITY.
STEEL BOTTOM SHACKLE
WITH MOUNTING PLATES
STEEL FLANGE
STEEL "I" BEAM
3/4" DIA. LAG SCREW (BOLT HEAD SHALL BE
APPX. 1" DIA.). DO NOT SPLIT WOOD.
3" MIN.
USE WASHERS TO HOLD WOOD 1/8" AWAY FROM
STEEL L CHANNEL AND PLATE STEEL, TYP.
WOOD
PLATE STEEL
STEEL L
CHANNEL
HEX BOLT CAPS/NUTS WITH WASHERS
STEEL STRAPS
STEEL POST CAP
NOTE:
1. STEEL PIPES WITH FLATTENED ENDS NOT SHOWN FOR CLARITY.
STEEL CAP (BEYOND)
41
2"
2"
VARIES
STEEL STRAPS,
PLATE STEEL, WOOD,
AND STEEL L
CHANNEL (BEYOND)
2" 2"
EQ. EQ.
STEEL "I" BEAM (BEYOND)
STEEL BOTTOM SHACKLE
WITH MOUNTING PLATES
(BEYOND)
CONCRETE FOOTER SECTION
12" DIA.
2'-0"
PLANTING AREA OR PRIVATE
PROPERTY, RE: SITE &
LANDSCAPE PLANS
FINISH GRADE
NOTE:
1. STEEL RODS WITH FLATTENED ENDS
NOT SHOWN FOR CLARITY.
STEEL BLADE & STEEL
BRACKET ELEVATION
PLANTING AREA,
RE: LANDSCAPE
2"
FINISH GRADE
2"
6" 6"
2" 2"
STEEL RECTANGLE
CENTER PLATE OF
STEEL "I" BEAM
DECORATIVE STEEL BRACKET
WEB OF STEEL "I" BEAM
9" SQ. CDOT CLASS B
CONCRETE FOOTER
AGAINST NATIVE SOILS
NATIVE
SOILS
1/8" RADIUS ON DECORATIVE
STEEL BRACKET
WEB OF STEEL "I" BEAM
STEEL FLANGE
DECORATIVE CARRIAGE BOLT WITH
NUT AND WASHER. DO NOT BOLT TO
CONCRETE FOOTER, TYP.
CONCRETE OR INTERLOCKING
PAVERS,RE: SITE & LAYOUT PLANS
11
2"
31
2" 3
1
2"
3
1
2"
5"
2"
13
4"
9" SQ.
EQ. EQ.
NOTES:
1. STEEL CONNECTIONS SHALL BE MADE WITH A CONTINUOUS WELD. GRIND
WELDS SMOOTH LEAVING NO BURRS OR SHARP EDGES.
2. FABRICATOR/CONTRACTOR TO SUBMIT COLOR SAMPLES OF PROPOSED
POWDERCOAT/PAINT COLORS TO OWNER'S REPRESENTATIVE FOR REVIEW
AND APPROVAL PRIOR TO FABRICATION OF TYPE 1A FENCE.
3. FABRICATOR/CONTRACTOR TO SUBMIT MATERIAL SAMPLES OF PROPOSED
STEEL RODS/WASHERS/BOLTS/NUTS TO OWNER'S REPRESENTATIVE FOR
REVIEW AND APPROVAL PRIOR TO FABRICATION OF TYPE 1A FENCE. 1" DIA.
HEX BOLT HEAD SHALL BE SIZE OF BOLT HEAD, APPX. 5/8" DIA. NOMINAL DIA.
4. DETAILED AND DIMENSIONED SHOP DRAWINGS (INCLUDING THICKNESS,
DIMENSIONS, MATERIALS, AND PROPOSED GRADES OF METAL) SHALL BE
PROVIDED BY FABRICATOR/CONTRACTOR TO OWNER'S REPRESENTATIVE TO
REVIEW AND APPROVE PRIOR TO FABRICATION. FENCE ELEVATIONS THAT
ILLUSTRATE PROPOSED STEPPING OF FENCE TO ACCOMMODATE GRADE
SHALL ALSO BE SUBMITTED FOR OWNER'S REPRESENTATIVE TO REVIEW AND
APPROVE PRIOR TO FABRICATION OF FENCE.
5. FOR SAFETY, PROVIDE RADIUS EDGE ON TYPE 1A FENCE SURFACES THAT
COULD BE WALKED/FALLEN INTO.
6. FABRICATOR/CONTRACTOR TO PROVIDE (1)
NON-POWDERCOATED/NON-PAINTED FULL SIZE TYPE 1A FENCE PANEL
MOCK UP FOR OWNER'S REPRESENTATIVE TO REVIEW AND APPROVE PRIOR
TO FABRICATION OF THE REST OF THE TYPE 1A FENCE PANELS.
7. WASHER DIA. SHALL BE 1 1/4". THREADS OF HEX BOLT SHALL BE SAWN OFF
FLUSH WITH OUTSIDE EDGE OF NUT.
8. REFER TO SITE & LAYOUT PLANS FOR LOCATIONS OF TYPE 1A FENCE.
LOCATIONS OF CONCRETE FOOTER POSTS SHALL BE DELINEATED 'CF'.
LOCATIONS OF SURFACE MOUNT POSTS SHALL BE DELINEATED 'SM'.
9. SEE TYPE 1B FENCE, SHEET LD-3.
10. TOP AND BOTTOM RAILS SHALL BE INSTALLED LEVEL, TYP. POSTS SHALL BE
INSTALLED PLUMB, TYP.
11. FABRICATOR/CONTRACTOR TO SUBMIT FULL FENCE PANEL LENGTH
SAMPLE OF REDWOOD STAINED WITH CLEAR U/V INHIBITOR SEALER FOR
OWNER'S REPRESENTATIVE TO REVIEW AND APPROVE PRIOR TO FABRICATION
OF REMAINING WOOD PIECES. IF CLEAR COLOR SEALER OF REDWOOD DOES
NOT LOOK GOOD TO OWNER'S REPRESENTATIVE WITH POWDERCOATED
COLOR OF FENCE, FABRICATOR SHALL PROVIDE OWNER'S REPRESENTATIVE
WITH ALTERNATIVE STAIN/SEALER COLOR OPTIONS FOR OWNER'S
REPRESENTATIVE TO SELECT A NEW COLOR STAIN/SEALER.
12. HEX BOLT HEAD AND CARRIAGE BOLT WITH NUTS AND WASHERS SHALL
BE TAMPER RESISTANT.
13. POWDERCOAT RAL #7006 AND RAL # 7010 ARE ANTICIPATED FOR TYPE 1
FENCE PANEL. FABRICATOR CONTRACTOR SHALL PROVIDE 8" X 8" MIN.
PHYSICAL SAMPLE OF POWDERCOAT RAL #7006, #7010, #7011,
# 7012, #7013, #7014, #7015, AND #7022 SO THAT OWNER'S
REPRESENTATIVE CAN CONFIRM POWDERCOAT
COLOR SELECTION PRIOR TO FABRICATION OF TYPE 1 FENCE.
11.15. SEE FENCE STEPPING PLANS AND ELEVATION, SHEET LD-08.
12.SEE STRUCTURAL NOTES, DETAIL 7 SHEET LD-08.
13.CLEVIS MAY BE USED INSTEAD OF STEEL FLANGES. IF FABRICATOR DESIRES
TO USE CLEVIS, THE SIZE, MATERIAL, CONNECTIONS, AND COLOR OF
CLEVIS(S) SHALL BE CALLED OUT IN SHOP DRAWINGS.
14.CONCRETE SLAB SHALL BE 8" THICK AT TYPE 1A FENCE LOCATIONS, TYP.
15.ARTIST PANEL ARTWORK, FABRICATION, AND POWDERCOATING NOT IN
CONTRACT. INSTALLATION
OF ARTIST PANEL IN CONTRACT.
CONCRETE OR
INTERLOCKING PAVERS,
RE: SITE & LAYOUT
PLANS
STEEL POST CAP
STEEL CAP
ENLARGEMENT
N.T.S.
STEEL "I" BEAM
USE TAMPER PROOF
HEX BOLT CAP/NUT
WITH WASHER TO
FASTEN STEEL CAP TO
"I" BEAM, TYP.
"I" BEAM, CUT WEB OF
STEEL "I" BEAM TO ACCEPT
BOLT, TYP.
R.O.W.
LINE
R.O.W. LINE
6"
PLANTING AREA OR
PRIVATE PROPERTY,
RE: SITE &
LANDSCAPE PLANS
CL
2 1/4"
FINISH
SURFACE
FENCE
DECORATIVE CARRIAGE BOLT
WITH NUT AND WASHER. DO
NOT BOLT TO CONCRETE
FOOTER, TYP.
TAP HOLE IN "I" BEAM TO
ACCEPT BOLT, BOTH SIDES
41
2"
31
2"
21
2"
3/4" DIA. EPOXY BOLTS. 4 PER
CONNECTOR INTO SLAB, PAINT TO
MATCH "I" BEAM, TYP.
11
2"
R.O.W. LINE LOCATION REPRESENTS FENCE
RELATIONSHIP TO R.O.W. WITH THE EXCEPTION
OF TYPE 1A FENCE LOCATED NEAR EL BURRITO,
WHICH IS NOT LOCATED ADJACENT TO THE
R.O.W. LINE
1/2"
(2) H.A.S.
7.5" SQ. x 1/2" THICK BASE PLATE,
WELD TO STEEL "I" BEAM AND
POWDERCOAT TO MATCH "I" BEAM
1/2" THICK BASE PLATE
(2) 1/2" DIA. x 8" LONG HEADED
ANCHOR STUD (H.A.S.). CUT THREADS
FLUSH WITH NUT AND PAINT TO
MATCH STEEL "I" BEAM
3", TYP.
EQ. EQ.
8"
BASE PLATE
6"
12" DIA. CDOT CLASS B
CONCRETE FOOTER
AGAINST NATIVE SOILS
3" CLEAR
(2) - #4 TIES @ 3" AT TOP
(4) - #5 VERTICALS
11
2" CLEAR
(3) - #4 TIES @ 12"
'SURFACE
MOUNT
FENCE POST'
'CONCRETE FENCE
POST FOOTER'
1 SCALE: FENCE 1/- 2" TYPE = 1'-0" 1
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1201-012-08
L4.4
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
DETAILS
MCS
MCS
01/15/19
AND POWDERCOAT TO MATCH STEEL "I" BEAM
3" 3"
113
4" 4
1
2"
4"
2'-51
2" 4
1
2"
8'
105
10 8"
5
8"
4"
STEEL BLADE, 3/8" THICK, POWDERCOAT TO
MATCH STEEL "I" BEAM.
4.16" x 4.06" x .345" THICK (W4 x 13) STEEL "I" BEAM. POWDERCOAT RAL # 7006.
(3) 1/4" THICK STEEL SEAT STRAPS (WELD TO STEEL TUBE). PROVIDE 1/4"
RADIUS ON TOP EDGES. POWDERCOAT TO MATCH STEEL "I" BEAM.
EDGE OF SANDSTONE SEATS (BEYOND STEEL SEAT STRAP WITH
ARMREST). DO NOT CHAMFER ABUTTING EDGES OF SEATS. PROVIDE 1/4"
GAP BETWEEN SANDSTONE SEATS. EDGE OF SANDSTONE SEATS SHALL
BE HIDDEN BY STEEL SEAT SHACKLE WITH ARMREST, TYP.
1/4" THICK STEEL "T" ARMREST (WELD TO STEEL TUBE). SEE "T"
ARMREST AT RIGHT. PROVIDE 1/8" RADIUS ON TOP EDGES,
PROVIDE 1/4" RADIUS ON TOP CORNERS (SEE SIDE ELEVATION AT
RIGHT). POWDERCOAT TO MATCH STEEL "I" BEAM.
STEEL SEAT STRAP
(WELD TO STEEL
TUBE)
1" DIA. HEX BOLT CAP/NUT WITH
WASHERS PAINTED TO MATCH
STEEL SHACKLE
PLAN
STAINED FACE BUFF SANDSTONE SEATS
1'-7"
STEEL SEAT STRAP
1" DIA. HEX BOLT CAP WITH WASHERS, THREADED
(BEYOND). USE (10) BOLTS WITH WASHERS TO
SECURE SANDSTONE SEATS TO STEEL TUBE AND
STEEL STRAP, PAINT BOLTS/WASHERS TO MATCH
STEEL "I" BEAM
3/4" X 45 DEGREE CHAMFER, TYP.
STEEL SEAT STRAP WITH ARMREST
3/4" X 45 DEGREE CHAMFER, TYP.
EDGE OF SANDSTONE SEATS (BEYOND STEEL SEAT
STRAP WITH ARMREST).
STEEL PIPE PLAN
3"
1"
1
2" 2"
2"
1/2" RADIUS, TYP.
4"
FLATTENED ENDS OF STEEL PIPE
STEEL "I" BEAM
STEEL SHACKLE
STEEL BLADE
STEEL PIPES
FLANGE
41
2"
21
4"
3"
1"
1 2"
2"
R2"
R2"
SIDE ELEVATION
FINISH SURFACE
STEEL "T" ARMREST
PROVIDE 1/8" RADIUS ON TOP EDGES
OF ARMREST, TYP.
PROVIDE 1/4" RADIUS ON TOP CORNERS OF
ARMREST, TYP.
21
4"
1
4"
3
4"
1
8"
1
4"
3
3
4"
1
8"
3
1
2" 2
1
2"
9
7
8"
1'-7
1
2"
DECORATIVE 1" DIA. HEX BOLT CAP/NUT WITH
WASHERS PAINTED TO MATCH STEEL
SHACKLE (BEYOND)
1" DIA. X 1/8" THICK STEEL SPACER (WASHER)
BETWEEN SANDSTONE SEAT AND STEEL SEAT
STRAP. WELD SPACER TO STEEL SEAT STRAP,
POWDERCOAT TO MATCH STEEL SEAT STRAP.
(1) SPACER ON FRONT SIDE, (1) SPACER ON
BACK SIDE, AND (2) SPACERS ON TOP SIDE TO
HOLD STEEL SEAT STRAP 1/8" AWAY FROM
FACE OF SANDSTONE SEAT
STEEL SEAT STRAP
STEEL TUBE, CAPPED
STEEL "I" BEAM
STEEL SHACKLE
STEEL MOUNTING PLATE
SANDSTONE ENLARGEMENT - SECTION
N.T.S.
1" DIA. HEX BOLT CAP WITH
WASHERS, THREADED
3 1/2"
CORE DRILL SANDSTONE SEAT TO
ACCEPT THREADED BOLT. EPOXY
BOLT IN PLACE, TYP. DO NOT SPLIT
SANDSTONE SEAT.
1 1/2"
1'-51
2"
STEEL TUBE
STEEL SEAT STRAP (WELD
TO STEEL TUBE, TYP.)
STEEL SPACER, TYP.
STEEL SPACERS, TYP.
SANDSTONE SEAT
STEEL MOUNTING
PLATE
"T" ARMREST
SECTION
'T' ARMREST
FRONT, BACK,
AND TOP SIDES
STEEL SEAT STRAP
DECORATIVE HEX
BOLT CAP/NUT WITH
WASHERS
STEEL SPACER, TYP.
SANDSTONE SEAT
STEEL TUBE
N.T.S.
2 1/8" 1/4" 2 1/8"
4 1/2"
3/4" X 45 DEGREE CHAMFER ON
VERTICAL CORNERS, TYP.
2", TYP.
1" DIA. DECORATIVE HEX BOLT CAPS/NUTS WITH WASHERS. WELD TO STEEL
SHACKLE AND POWDERCOAT TO MATCH STEEL SHACKLE.
10" SQ., TYP.
1 1/2" 1 1/2"
EPOXY BOLTS
DECORATIVE BOLTS
FINISHED SURFACE
STEEL SHACKLE
STEEL "I" BEAM
FRONT ELEVATION
PLAN
SIDE ELEVATION
SECTION 'A'
SECTION 'A'
10" 2'-8
1
8"
1'-5
1
2"
6 3/4" 4" 6 3/4"
31
2"
3'-61
8"
21
2"
EQ. EQ.
EQ. EQ.
3 1/2"
3" 3"
STEEL "I" BEAM , 3.5" X 3.5" X 3/8" THICK STEEL, PROVIDE 1/16"
RADIUS ON EDGES, POWDERCOAT RAL # 7006
NOTES:
1. STEEL CONNECTIONS SHALL BE MADE WITH A CONTINUOUS WELD. GRIND
WELDS SMOOTH LEAVING NO BURRS OR SHARP EDGES.
2. FABRICATOR/CONTRACTOR TO SUBMIT COLOR SAMPLES OF PROPOSED
POWDERCOAT/PAINT COLORS TO OWNER'S REPRESENTATIVE FOR
REVIEW AND APPROVAL PRIOR TO FABRICATION OF BIKE RACK.
2. FABRICATOR/CONTRACTOR TO SUBMIT MATERIAL SAMPLES OF PROPOSED
STEEL RODS/WASHERS/BOLTS/NUTS TO OWNER'S REPRESENTATIVE FOR
REVIEW AND APPROVAL PRIOR TO FABRICATION OF BIKE RACK. 1" DIA.
HEX BOLT HEAD SHALL BE SIZE OF BOLT HEAD, APPX. 5/8" NOMINAL DIA.
3. DETAILED AND DIMENSIONED SHOP DRAWINGS (INCLUDING THICKNESS,
DIMENSIONS, MATERIALS, AND PROPOSED GRADES OF METAL) SHALL BE
PROVIDED BY FABRICATOR/CONTRACTOR TO OWNER'S REPRESENTATIVE
TO REVIEW AND APPROVE PRIOR TO FABRICATION.
4. FABRICATOR/CONTRACTOR TO PROVIDE (1) NON-POWDERCOATED
/NON-PAINTED FULL SIZE BIKE RACK MOCK UP FOR OWNER'S
REPRESENTATIVE TO REVIEW AND APPROVE PRIOR TO FABRICATION OF
THE REST OF THE BIKE RACKS.
5. WASHER DIA. SHALL BE 1-1/4". THREADS OF HEX BOLT SHALL BE SAWN
OFF FLUSH WITH OUTSIDE EDGE OF NUT.
6. HEX BOLT HEAD AND CARRIAGE BOLT WITH NUTS AND WASHERS SHALL
BE TAMPER RESISTANT.
7. POWDERCOAT RAL #7006 AND RAL # 7010 ARE ANTICIPATED FOR BIKE
RACK. FABRICATOR SHALL PROVIDE 8" X 8" MIN. PHYSICAL SAMPLE OF
POWDERCOAT RAL #7006, #7010, #7011, # 7012, #7013, #7014, #7015, AND
#7022 SO THAT OWNER'S REPRESENTATIVE CAN CONFIRM POWDERCOAT
COLOR SELECTION PRIOR TO FABRICATION OF BIKE RACK.
8. (2) 1" DIA. X 1/8" THICK STEEL SPACER (WASHER) BETWEEN STEEL TOP
SHACKLE AND "I" BEAM. WELD SPACER TO STEEL TOP SHACKLE,
POWDERCOAT TO MATCH TOP SHACKLE. PROVIDE (2) SPACERS ON
UNDERSIDE OF TOP SHACKLE TO HOLD 1/8" AWAY FROM FACE OF "I" BEAM.
9. CLEVIS MAY BE USED INSTEAD OF STEEL FLATTENED END. IF FABRICATOR
DESIRES TO USE CLEVIS, THE SIZE, MATERIAL, CONNECTIONS, AND COLOR
OF CLEVIS(S) SHALL BE CLEARLY CALLED OUT IN SHOP DRAWINGS.
1/4" THICK STEEL U-CHANNEL TOP SHACKLE WITH (2) 1" DIA.
X 1/8" THICK STEEL SPACERS (WASHERS). RADIUS TOP
EDGES FOR SAFETY. POWDERCOAT TO MATCH BOTTOM
SHACKLES AND BOLT TO STEEL "I" BEAM.
4"
EQ.
STEEL "I" BEAM
STEEL TOP SHACKLE
WITH (2) SPACERS
STEEL "I" BEAMS
STEEL "I" BEAM
STEEL BOTTOM SHACKLE
1/4" THICK STEEL BOTTOM SHACKLES, PROVIDE 1/8" RADIUS ON
EDGES. POWDERCOAT RAL # 7010 AND BOLT TO STEEL "I" BEAM
1" DIA. CARRIAGE BOLT WITH NUT AND
WASHER (NOMINAL 5/8" DIA. ). PAINT
BOLTS/WASHERS TO MATCH "I" BEAM
FINISH SURFACE
.840" O.D. STEEL PIPES (.294" WALL THICKNESS) WITH 1/4"
THICK FLATTENED ENDS, TYP. CAP ENDS OF PIPE WITH 1/4"
THICK STEEL. ONE STEEL PIPE SHALL BE LOCATED ON
FRONT SIDE OF BIKE RACK, ONE STEEL PIPE SHALL BE
LOCATED ON BACK SIDE OF BIKE RACK. FABRICATOR
SHALL ATTACH PIPES TO BOTTOM SHACKLE USING BOLTS
WITH WASHERS, TIGHTEN BOLTS SO THAT PIPES DO NOT
MOVE. STEEL PIPES SHALL BE POWDERCOATED TO MATCH
"I" BEAM, SEE STEEL PIPE FLATTENED END ENLARGEMENT
AT RIGHT
CARRIAGE BOLT WITH NUT
AND WASHER, TYP.
STEEL PIPES
STEEL MOUNTING
PLATE, PROVIDE
1/8" RADIUS ON
EDGES, TYP.
STEEL BOTTOM
SHACKLE
CARRIAGE BOLT WITH
NUT & WASHER, TYP.
WEB OF "I" BEAM
STEEL MOUNTING PLATE
STEEL TOP SHACKLE
(2) STEEL PIPES
STEEL PIPE FLATTENED
END ENLARGEMENT
N.T.S.
1-1/2"
2"
STEEL PIPE
2 1/2" X 1.5" X 1/4" THICK
FLATTENED END OF STEEL
PIPE, TYP. PROVIDE 1/4"
RADIUS AT EDGES, TYP.
PROVIDE 1/8" RADIUS ON TOP EDGES OF BIKE
RACK FOR SAFETY, TYP.
PROVIDE 1/8" RADIUS
ON TOP EDGES
OF BIKE RACK FOR
SAFETY, TYP.
1/2"
3 1/2"
3 1/2"
3/4" DIA. EPOXY BOLT WITH WASHER TO SECURE BIKE RACK TO
CONCRETE. PAINT BOLTS/WASHERS TO MATCH "I" BEAM
CARRIAGE BOLT SHALL
FACE PEDESTRIAN
WALK, NUT SHALL FACE
STREET
1
4"
1" DIA. CARRIAGE BOLT WITH NUT AND WASHER (NOMINAL 5/8"
DIA. ). PAINT BOLTS/WASHERS TO MATCH "I" BEAM
3/8"
1
8"
CARRIAGE BOLT WITH NUT
AND WASHER, TYP.
41
2"
3"
4" 10" 4"
1/2" THICK STEEL MOUNTING PLATE, WELD
TO STEEL BOTTOM SHACKLE AND
POWDERCOAT TO MATCH STEEL BOTTOM
SHACKLE. INSERT "I" BEAM INTO STEEL
BOTTOM SHACKLE/STEEL MOUNTING
PLATE AND SHOP WELD IN NON-VISIBLE
LOCATIONS, PAINT TO MATCH
POWDERCOAT COLOR, TYP.
DECORATIVE CARRIAGE BOLT
WITH NUT AND WASHER, WELD
TO STEEL BOTTOM SHACKLE
AND POWDERCOAT TO MATCH
SHACKLE, TYP.
EQ.
EQ.
2 SCALE: BENCH 1/- 2" TYPE = 1'-0" 1
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1 SCALE: BIKE RACK 3/8" = 1'-0"
1201-012-08
L4.3
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
DETAILS
MCS
MCS
01/15/19
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
DETAILS
MCS
MCS
01/15/19
OVER WEED BARRIER FABRIC, RE: SPECS
EMBED EYE BOLT IN
CONCRETE, PROVIDE 2" CLEAR
BETWEEN EYE BOLT AND EDGE
OF CONCRETE, TYP.
FLUSH
MANUF. BENT REBAR EMBEDDED
FRAME, CAST FRAME INTO ADJACENT
CONCRETE SIDEWALK PER MANUF.'S
RECOMMENDATIONS, STAGGER
EMBED EYE BOLT AND REBAR
LOCATIONS
SEE TREE
PLANTING DETAIL
PROVIDE THICKENED EDGE
L4.0 AT TREE GRATE
1
PROVIDE ELECTRICAL
BOX, TO MATCH LINDEN
SECURE TREE
IN THREE
LOCATIONS
CO
PAVERS, PER PLAN
1" SAND SETTING BED
CONCRETE SUB-SLAB,
RE: PAVER DETAIL
METAL PAVER GRATE, CUT
TO SIZE, GRIND EDGES
SMOOTH, FASTEN GRATE TO
FRAME PER MANUF., TYP.
3/16" THK. PERIMETER
FRAME AND ANCHOR,
PER MANUF., TYP.
PAVER, TYPE 2,
TYP.
METAL PAVER
GRATE, TYP.
2 SCALE: PLANTER 1/2" POT = 1'-0"
3 SCALE: TREE GRATE 1" = 1'-0" - TYPE 1
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1201-012-08
L4.1
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
DETAILS
MCS
MCS
1 SCALE: PAVER 1/GRATE 2" = 1'-0"
01/15/19
PLANS
NOTES:
1. PROVIDE 2" MIN. CLEAR CONCRETE AROUND REBAR.
2. UNLESS OTHERWISE NOTED, PROVIDE TOOLED JOINTS EVERY 7' O.C. MIN. ON TOP SURFACE OF
CONCRETE LANDSCAPE BOARDER, SEE SITE AND LAYOUT PLANS SHEET L1.0 THROUGH L2.3
3. PROVIDE MIDIUM BROOM FINISH (PERPENDICULAR TO DIRECTION OF CONCRETE LANDSCAPE BOARDER)
ON TOP SURFACE OF CONCRETE LANDSCAPE BOARDER, TYP.
4. CONCRETE LANDSCAPE BOARDER SHALL BE 8" THICK WHEN STRING LIGHT POST IS INSTALLED IN IT, TYP.
#4 REBAR, CONTINUOUS CENTER IN
CONCRETE HEADER
VARIES,
9" MIN.
PAVERS PER PLAN
1" SAND SETTING BED
5" CONCRETE; PROVIDE EXPANSION
JOINT EVERY 1000 SQUARE FEET,
CONTROL JOINTS EVERY 100
SQUARE FEET
COMPACTED SUBGRADE
RE: GEOTECH REPORT
APPLY POLYMERIC SAND PER
MANUF.'S RECOMMENDATIONS
1" 60mm
5"
3 SCALE: CONCRETE 1"=1'-0" PAVEMENT
2 SCALE: CONCRETE 1"=1'-0" DOWEL
1 SCALE: THICKENED 3/4"=1'-EDGE 0"
5 SCALE: CONCRETE 1"=1'-0" PAVER HEADER
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1201-012-08
L4.0
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
DETAILS
MCS
MCS
4 SCALE: INTERLOCKING 1"=1'-0" PAVERS
01/15/19
6"
RADIUS
MULCH PER PLAN
INSTALL CEDAR WOOD
MULCH RING TO EXTENTS
OF AROUND BASE TO A
DEPTH OF 4".
CANOPY DRIP LINE
PROTECTIVE FENCING
DURING CONST.
FENCE POSTS SHALL BE
COMPARABLE TO METAL
T-POSTS OR HEAVIER, AND
PLACED AT LEAST 12" IN
SOLID GROUND
FENCING MATERIAL SHALL
BE BRIGHT CONTRASTING
COLOR, DURABLE AND 48"h.
MINIMUM
SEE SECTION
SECTION
PLAN
FENCING MATERIAL SHALL
BE PLACED AT THE DRIP
LINE OR AT LEAST 10' FROM
ANY TREE TRUNK,
WHICHEVER IS GREATER
AND SHALL ENCLOSE TREE.
FENCING SHALL BE
MAINTAINED IN AN UPRIGHT
POSITION THROUGHOUT
THE DURATION OF CONST.
PROTECTED ROOT ZONE WITHIN THE
CANOPY DRIP LINE - ACTUAL FEEDER ROOTS
EXTEND WELL BEYOND DRIP LINE
1 SCALE: PLANTING NTS DETAILS
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1201-012-08
L3.9
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
PLANTING DETAILS
MPO
STW
2 SCALE: TREE PROTECTION NTS DETAIL
01/15/19
TO REMAIN AND
BE PROTECTED
DECIDUOUS SHADE
TREE
ORNAMENTAL
TREE
DECIDUOUS
SHRUBS
PERENNIALS &
ORNAMENTAL
GRASSES
LEGEND
LANDSCAPE NOTES
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
1201-012-08
L3.8
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
PLANT SCHEDULE
MCS
MCS
01/15/19
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
LANDSCAPE PLAN
MCS
MCS
STA 8+00 TO STA 11+50
01/15/19
18'-6"
2'-8"
11'
18'-6"
51°
48°
7'-31
2
"
11'-8"
103°
122°
TW=72.47'
TW=73.80' TW=73.05'
TW=73.05'
TW=73.05'
TW=73.80'
TW=73.80'
TW=73.05'
TW=71.88'
TW=72.47'
TW=73.05'
TW=72.47'
TW=73.80'
TW=73.05'
TW=73.05'
1 SCALE: LINDEN 1"& =10'-WILLOW 0" CORNER - LAYOUT PLAN ENLARGEMENT
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
1201-012-08
L2.8
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
LAYOUT PLAN ENLARGEMENT
MCS
MCS
0' 2.5' 05' 10'
NORTH
WALL ELEVATIONS
WALL LAYOUT
01/15/19
7'-1"
7'
4'
MIN.
1'-6"
1'-6"
8'-1"
3'-1"
5'-11"
9"
9"
5' 5'
5'
5'
4'
23'-5"
SEE L2.8 FOR
WALL LAYOUT
SEE L2.8 FOR
WALL LAYOUT
SEE L2.8 FOR
WALL LAYOUT
1 SCALE: LINDEN 1"& =10'-WILLOW 0" CORNER - LAYOUT PLAN ENLARGEMENT
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
1201-012-08
L2.7
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
LAYOUT PLAN ENLARGEMENT
MCS
MCS
0' 2.5' 05' 10'
NORTH
NOTE: SEE SHEET L2.8 FOR WALL ELEVATIONS
01/15/19
75% SUBMITTAL
NOT FOR CONSTRUCTION
LAYOUT PLAN
MCS
MCS
STA 11+50 TO STA 14+50
0' 7.5' 15' 30'
NORTH
01/15/19
311 LINDEN STREET
STREET LIGHT
= 11+58.68
TREE GRATE - TYPE 1
= 10+49.66
TREE GRATE - TYPE 1
= 8+47.51
TREE GRATE - TYPE 1
= 8+27.53
TREE GRATE - TYPE 1
= 9+88.88
TREE GRATE - TYPE 1
= 10+39.88
PED LIGHT
= 10+24.67
PED LIGHT
= 8+65.98
PED LIGHT
= 8+21.98
= 8+01.98
PED LIGHT
= 8+52.99
PED LIGHT
= 10+14.35
PED LIGHT
= 11+19.05
MATCHLINE
MATCHLINE
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
1201-012-08
L2.2
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
LAYOUT PLAN
MCS
MCS
STA 8+00 TO STA 11+50
0' 7.5' 15' 30'
NORTH
01/15/19
NORTH
MATCHLINE
MATCHLINE
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
STA 4+50 TO STA 8+00
1201-012-08
L2.1
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
LAYOUT PLAN
MCS
MCS
01/15/19
3
1 PAIR - TYPE 1 STRING
LIGHT POST BASE
X
X
L4.6
3
1 PAIR - TYPE 1
STRING LIGHT
POST BASE
L4.1
2
L4.6
3
1 PAIR - TYPE 1 STRING
LIGHT POST BASE
9"
4'
9"
L4.1
2
L4.7
1
X
X
L4.6
2
THICKENED EDGE ADJACENT
12"w. SPLASH BLOCK, POUR PAVERS & RAMPS, TYP.
MONOLITHICALLY W/ CURB
9"w. CONC.
BAND - EXTEND
FULL LGNTH.
BLDG. - STND.
GREY CONC.
L4.2
1
SALVAGED &
RELOCATED BIKE RACK
L4.3
1
EXTEND STND. GREY CONC.
INTO BLDG. ALCOVE
TREE GRATE
- TYPE 2
L4.2
1
(3) PLANTER POTS -
TYPE 1, ON GREY CONC.
L4.1
2
INTERLOCKING
PAVERS - TYPE 3 -
SOLDIER COURSE,
TYP.
1/L4.8
2/L4.9
4/L4.9
5/L4.9
3/L4.9
X
X
SALVAGED
AND
RELOCATED
INTERPRETIVE
SIGNAGE
SALVAGED & RELOCATED
TIMELINE PAVERS
X
X
SALVAGED & RELOCATED
GRANITE PAVER
X
X
CONCRETE SEAT WALL, W/
FORMLINER ON EXPOSED
VERTICAL FACES
X
X
STEEL 'FIN' SKATEBOARD
DETERRENTS, TYP.
L4.6
1
(1) SALVAGED & RELOCATED
TRASH, (1) NEW RECYCLING,
SEE SPECS.
L4.0
5
ADA RAMP, RE: CIVIL
THICKENED
EDGE ADJACENT
PAVERS, TYP.
EXISTING UNDERGROUND
UTILITY, RE: CIVIL
L4.0
5
INTERLOCKING PAVERS - TYPE 1
L4.0
1
GRATED CHASE DRAIN
- TYPE 1
(1) ADA AND DOG
FRIENDLY DRINKING
FOUNTAIN
MOVEABLE ADIRONDACK
CHAIRS, 5 TOTAL
WILLOW STREET
PLAZA LIMITS OF
CONSTRUCTION
L4.0
4
L4.0
4
L4.0
5
1/L4.9
1 SCALE: LINDEN 1"& =10'-WILLOW 0" CORNER - SITE PLAN ENLARGEMENT
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
1201-012-08
L1.7
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
SITE PLAN ENLARGEMENT
MCS
MCS
0' 2.5' 05' 10'
NORTH
01/15/19
L4.1
2
L4.6
2
L4.6
3
L4.6
2
L4.1
1
L4.6
3
L4.6
3
STEEL 'FIN'
SKATEBOARD
DETERRENTS,
TYP.
L4.6
1
L4.1
2
SANDBLASTED
& STAINED
STREET NAME
L4.7
1
L4.0
4
L4.0
5
PINE STREET
PA
PA
PA
PA
INTERLOCKING
PAVERS - TYPE 1
9" CONCRETE BAND, TYP.
(4) STRING LIGHT POSTS,
CENTER POSTS IN
CONCRETE BAND, TYP.
(3) PLANTER POTS
- TYPE 2, ON
GREY CONCRETE
(3) STRING LIGHT
POST, WALL
MOUNTED
CONCRETE SEAT
WALL, W/ FORMLINER
ON EXPOSED
VERTICAL FACES
(2) PLANTER
POTS - TYPE
1, ON GREY
CONCRETE
DOWN SPOUT
CHASE WITH
TRENCH GRATE
METAL GRATE
OVER OPEN
CHASE, RE:
CIVIL
6" CONCRETE
CURB
CONCRETE
CHASE
ADA RAMP,
RE: CIVIL
BRICK MILL RACE
METAL GRATE
ON CONCRETE
WILLOW STREET
PINE STREET
STRING
LIGHTS, TYP.
SANDBLASTED & STAINED
STREET NAME
X
X
L4.1
2
L4.6
3
L4.6
2
1
L4.7
L4.6
3
L4.0
4
X
X
L4.1
1
L4.6
2
L4.1
2
STEEL 'FIN' SKATEBOARD
DETERRENTS, TYP.
L4.6
1
1 SCALE: NW WILLOW 1"=10'-0" AND PINE - SITE PLAN ENLARGEMENT
2 SCALE: NE WILLOW 1"=10'-0" AND PINE - SITE PLAN ENLARGEMENT
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
1201-012-08
L1.6
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
SITE PLAN ENLARGEMENTS
MCS
MCS
0' 2.5' 05' 10'
NORTH
01/15/19
BAND, TYP.
(1) STRING LIGHT POST
CONCRETE WALL,
W/ FORMLINER ON
EXPOSED VERTICAL
FACES
STANDARD GREY RAISED
CROSS WALK, RE: CIVIL
RE: 223 WILLOW STREET
DEVELOPMENT DRAWINGS
(1) STRING
LIGHT POST
WILLOW STREET
(3) PLANTER POTS - TYPE
2, ON GREY CONCETE
X
X
L4.6
3
L4.6
3
L4.7
2
L4.1
2
L4.6
3
L4.3
2
L4.7
1
L4.1
2
L4.0
4
STEEL 'FIN' SKATEBOARD
DETERRENTS, TYP.
L4.6
1
L4.0
5
(1) BOLLARD
SANDBLASTED &
STAINED STREET
NAME, TYP.
1 SCALE: NE WILLOW 1"=10'-0" AT AZTLAN - SITE PLAN ENLARGEMENT
2 SCALE: SW WILLOW 1"=10'-0" AND PINE - SITE PLAN ENLARGEMENT
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
1201-012-08
L1.5
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
SITE PLAN ENLARGEMENTS
MCS
MCS
0' 2.5' 05' 10'
NORTH
01/15/19
X
MATCHLINE
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
1201-012-08
L1.3
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
SITE PLAN
MCS STA 11+50 TO STA 14+50
MCS
0' 7.5' 15' 30'
NORTH
01/15/19
SITE PLAN ENLARGEMENT,
NE WILLOW AND PINE
L1.6
2
308 WILLOW ST. 310 WILLOW ST.
INTERSTATE ALL
BAS BLEU THEATRE BATTERIES CENTER
223 WILLOW STREET
DEVELOPMENT
311 LINDEN STREET
(2) BIKE RACKS
(1) BIKE RACK
(1) BIKE RACK
L4.3
1
L4.5
1
(2) PLANTER POTS - TYPE 2,
FIELD LOCATED IRRIGATION
STUBS, CENTER PLANTER
POTS IN CONCRETE
L4.1
2
STREET LIGHT,
RE: CIVIL
L4.3
1
LX.X
X
L4.3
1
L4.5
1
L4.5
1
(2) BIKE RACKS L4.3
1
(2) BIKE RACK L4.3
1
NEW HARDSCAPE,
SEE CIVIL
L4.1
3
L4.1
3
L4.6
2
L4.6
2
WILLOW AND PINE
DEVELOPMENT LIMITS
OF CONSTRUCTION
LX.X
X
MATCHLINE
MATCHLINE
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
STA 8+00 TO STA 11+50
1201-012-08
L1.2
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
SITE PLAN
MCS
MCS
0' 7.5' 15' 30'
NORTH
01/15/19
L4.5
1
(1) TRASH & (1) RECYCLING
RECEPTACLE
L4.1
1
WILLOW AND PINE
DEVELOPMENT LIMITS
OF CONSTRUCTION
MATCHLINE
MATCHLINE
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
STA 4+50 TO STA 8+00
1201-012-08
L1.1
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
PREPARED FOR
PROJECT NUMBER:
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
SITE PLAN
MCS
MCS
0' 7.5' 15' 30'
NORTH
01/15/19
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
SHEET NO.
WILLOW STREET IMPROVEMENTS
75% SUBMITTAL
NOT FOR CONSTRUCTION
SITE PLAN
MCS
MCS
1 SCALE: BOULDER 1/2" = FEATURE 1'-0"
BOULDER FEATURE ENLARGEMENT
BOULDER # TYPE EXPOSED HEIGHT
1 'B' 18"
2 'B' 18"
3 'A' 24"
4 'A' 24"
5 'A' 30"
6 'A' 30"
7 'A' 30"
8 'A' 24"
9 'B' 24"
10 'B' 18"
11 'A' 18"
12 'B' 18"
13 'B' 24"
14 'A' 30"
15 'A' 30"
16 'A' 36"
17 'A' 30"
18 'A' 24"
19 'A' 18"
20 'B' 18"
21 'B' 18"
22 'A' 24"
23 'A' 24"
24 'A' 18"
01/15/19