HomeMy WebLinkAboutRFP - 8516 CMGC FOR NIX FARM GARAGE & SHOP REMODELRFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 1 of 29
REQUEST FOR PROPOSAL
8516 CONSTRUCTION MANAGEMENT/GENERAL CONTRACTOR
NIX FARM – NEW GARAGE & SHOP REMODEL
The City of Fort Collins is requesting proposals from qualified Construction Managers/General
Contractors for the Nix Farm – New Garage & Shop Remodel 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 hard copy
proposals instead, five (5) copies, will be received at the City of Fort Collins' Purchasing
Division, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. Proposals must be
received before 3:00 p.m. (our clock), May 5, 2017 and referenced as Proposal No. 8516.
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 on April 18, 2017 at Nix Farm – meet at the
West end of the existing shop, located at 1745 Hoffman Mill Rd, Fort Collins, CO 80524.
Questions concerning the scope of the bid should be directed to Project Manager, Ethan
Cozzens at (970) 221-6273 or ecozzens@fcgov.com.
Questions regarding bid submittal or process should be directed Elliot Dale, Buyer at (970) 221-
6777 or edale@fcgov.com.
All questions must be submitted in writing via email to Ethan Cozzens, with a copy to
Elliot Dale no later than 5:00 PM our clock on April 21, 2017. Questions received after this
deadline will not be answered.
A copy of the RFP may be obtained at www.rockymountainbidsystem.com.
The City of Fort Collins is subject to public information laws, which permit access to most
records and documents. Proprietary information in your response must be clearly identified and
will be protected to the extent legally permissible. Proposals may not be marked ‘Proprietary’ in
their entirety. All provisions of any contract resulting from this request for proposal will be
public information.
Financial Services
Purchasing Division
215 N. Mason St. 2nd Floor
PO Box 580
Fort Collins, CO 80522
970.221.6775
970.221.6707
fcgov.com/purchasing
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 2 of 29
New Vendors:
The City requires new vendors receiving awards from the City to fill out and submit an IRS form
W-9 and to register for Direct Deposit (Electronic) payment. If needed, the W-9 form and the
Vendor Direct Deposit Authorization Form can be found on the City’s Purchasing website
at www.fcgov.com/purchasing under Vendor Reference Documents.
Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have
a financial interest in the sale to the City of any real or personal property, equipment, material,
supplies or services where such officer or employee exercises directly or indirectly any decision-
making authority concerning such sale or any supervisory authority over the services to be
rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift,
gratuity favor, entertainment, kickback or any items of monetary value from any person who has
or is seeking to do business with the City of Fort Collins is prohibited.
Collusive or sham proposals: Any proposal deemed to be collusive or a sham proposal will be
rejected and reported to authorities as such. Your authorized signature of this proposal assures
that such proposal is genuine and is not a collusive or sham proposal.
The City of Fort Collins reserves the right to reject any and all proposals and to waive any
irregularities or informalities.
Sustainability: Consulting firms/teams participating in the proposal are to provide an overview of
the organization’s philosophy and approach to Sustainability. In no more than two (2) pages
please describe how your organization strives to be sustainable in the use of materials,
equipment, vehicles, fuel, recycling, office practices, etc. The City of Fort Collins incorporates
the Triple Bottom Line into our decision process by including economic (or financial),
environmental, and social factors in our evaluation.
The selected Service Provider shall be expected to sign the City’s standard Agreement without
revision prior to commencing Services (see sample attached to this Proposal).
Sincerely,
Gerry S. Paul
Purchasing Director
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 3 of 29
8516 CM/GC FOR NIX FARM – NEW GARAGE & SHOP REMODEL
I. PROJECT SCOPE OF WORK AND REQUIREMENTS
A. General Information
The City of Fort Collins (City) is seeking qualification statements from qualified
Construction Managers/General Contractors (CM/GC) to provide construction services
related to the construction of the Nix Farm – New Garage & Shop Remodel project in
Fort Collins, Colorado.
The City of Fort Collins Natural Areas Department manages 49 sites and over 36,000
acres locally and regionally. The Natural Areas Department’s mission is to conserve and
enhance lands with natural resource, agricultural and scenic values, while providing
meaningful education and appropriate recreation opportunities.
The historic Nix Farm has been the Natural Areas Department’s headquarters since
2002. The property was first homesteaded in 1889 and farmed by various owners until
the City bought the property in 1996 from Tom and Patsy Nix who at one time operated
a dairy farm on the site. The Nix Farm is adjacent to over 1,000 acres of protected
natural areas along the Poudre River, including Springer, Kingfisher Point, Cattail
Chorus, and Riverbend Pond natural areas. The Nix Farm Campus is comprised of five
facilities which include the Farm House Office, Main Office, Maintenance Shop,
Education Storage House and the Barn.
The renovated 1920s-era home known as the Nix Farm House provides offices and
meeting space, while the early 1900s-era barn and loafing sheds provide room for
equipment and materials storage. Also on the property is a small late-1800s-era house
known as the Education Storage House which is currently used for educational materials
storage. Designated as a local Historic District by the Fort Collins Landmark
Preservation Commission in 2001, both the historic barn and small house have received
State of Colorado Historic Preservation Funds to stabilize and protect the structures. In
2014, an additional office building at the Nix Farm was constructed. The new building is
called the Nix Main Office and was built to LEED certified Gold Standards and utilizes
solar panels, the use of solar tubes to increase natural lighting, and a geothermal
heating and cooling system.
The Nix Maintenance Shop was built in 2002 and provides crew work space and secure
equipment, tool, and vehicle storage. It is a 5,400 sq. ft. structure with 8 bays for
vehicle/equipment storage, a wash bay, wood shop, and a break room that includes two
locker rooms. The main shop bay has a 9.8 kW PV system that was installed in 2012
and the adjacent bays have a 10.83 kW PV system that was installed in 2015. The shop
utilizes natural light from 18 solar tubes that were installed in 2014.
This project consists of site civil work, a fueling station, a new 5,000 sf garage, an
addition to the existing shop, and a remodel of the interior of the existing shop. The total
estimated cost of the project is $1,000,000 to $2,000,000.
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B. Project Background
1. The City is under contract with Architecture West and a team of sub-consultants.
Architecture West is responsible for providing all contract documents and design
details for the project. The following is a preliminary schedule for the Nix Farm
Project. Schedule is subject to change as design and negotiations are completed.
DD’s May 2017
CD’s August 2017
Construction NTP October 2017
Shop Remodel & Addition Construction October 2017 – February 2018
New Garage Construction October 2017 – June 2018
Site Civil Construction October 2017 – June 2018
Project Opening June 2018
2. The project goals are to develop a partnership/collaborative design and delivery
process to facilitate:
a. Achieving project opening in June 2018
b. Minimize risk, improve the construction schedule, and promote innovation / cost
efficient construction.
c. Maximize improvements within a set budget.
d. Minimize impacts to onsite staff. Hourly employees will end their work season
starting October 2017 and will be back onsite by the beginning of March 2018.
Shop remodel must be complete by then.
The CM/GC should address their approach to accomplish these goals.
C. CM/GC Requirements
The City expects the CM/GC Contractor to provide pre-construction and construction
services related to the completion of the Nix Farm Project. These services are to
include, but not be limited to the following:
1. Preconstruction Support Services
o Provide a designated representative to participate in the engineering design
effort, which will begin upon contract award.
o The CM/GC is required to bring the following skills, knowledge and expertise
during the Preconstruction Support Services phase of the project. Following are
minimum requirements:
Estimate quantities of materials, labor and equipment, means & methods
needed to construct the project.
Determine the task/work breakdown structure needed to complete the
project and estimate the cost, duration, and sequence of these tasks
Understand the availability, cost, and capacities of materials, labor and
equipment.
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Identify potential risk, including cost risk, and methods to mitigate them
during the design process.
Determine constructability and project construction phasing.
Coordinate project work with utilities and stakeholders.
Develop strategy for hazardous materials management if needed.
Understand and inform the team regarding the construction impacts of
the remodel and addition to the existing shop.
Provide initial scheduling information and proposed durations.
Provide initial list of sub-contractor pricing and materials input.
2. Construction Contract Price Negotiations
When the City, the designer, and the CM/GC agree that the project has been
designed to a sufficient level of detail to allow the CM/GC to accurately price
construction elements of the project, Construction Contract Price Negotiations will
commence. In order to expedite the project, Construction Contract Price
Negotiations may start before the completion of the Preconstruction Support
Services. The CM/GC’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 CM/GC 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. The Construction Contract Price Negotiations will conclude with the
establishment of a Guaranteed Maximum Price (GMP) Construction Work Order
agreement. The Construction Work Order agreement will incorporate general
conditions using the Standard General Conditions of the Construction Contract
prepared by the Engineers Joint Contract Document Committee (EJCDC) and other
provisions in accordance with the City’s construction contract requirements.
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 CM/GC will prepare a “bid” to perform the work. The bid will include
detailed unit line item pricing and may include lump sum items as
appropriate.
iii. As part of the “bid” the CM/GC will obtain a minimum of 3 quotes for all major
subcontracted work unless otherwise approved by the City.
iv. The City will develop an independent construction cost estimate for the work
or may engage an independent third party to perform the construction cost
estimate.
v. Upon opening the CM/GC’s “bid” the City will determine the acceptability of
the “bid” by comparing it to its independent construction cost estimate.
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vi. If the City determines 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.
vii. If the prices are not acceptable the City and the CM/GC will conduct a
price negotiation meeting to discuss the variances between the “bid”
and independent construction cost estimates.
viii. Following the price negotiation meeting the Construction Contract
Negotiations will enter into subsequent iterations of the above noted
process.
ix. The City reserves the right to require the CM/GC to enter into “open book”
cost model price negotiations at any time through this process, where the
CM/GC 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.
x. At any time, if the City determines that an agreement cannot be
successfully negotiated, the City reserves the right to terminate
Construction Contract Cost 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 CM/GC 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 CM/GC 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 CM/GC shall provide cost or pricing data, broken down by individual work
item, for the CM/GC and each major subcontractor. 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 CM/GC 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
o Provide construction services according to the Agreement and contract
documents.
o Provide qualified full time site supervision and management of trade
subcontractors to meet or exceed the defined project schedule.
o 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 are required for the subcontractor procurement process unless otherwise
approved by the City.
o Provide stormwater management and BMP maintenance for the site complying
with State and City regulations.
• Please reference the attached forms for use and coordination with the City’s
Stormwater Department.
o 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.
o Provide for quality control program that meets or exceeds minimum job/contract
document and industry standards. Coordinate and perform all quality control
testing and inspections with the City’s third party inspection vendor. All such
tests and inspections shall be subject to the City’s written review.
o Meet all licensing requirements as set forth by the City of Fort Collins for both
CM/GC and subcontracted work.
o Provide services to manage participation in project close out process and needs
during the project warranty period.
o The CM/GC construction team used for the RFP interviews will be the same
team used on the project by the contractor. If at any time, the City determines
the CM/GC construction team has been switched by the contractor, the City
reserves the right to terminate the contract and proceed with another
contractor.
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o At any time, if the City determines that personnel on the construction team is
not fit to continue, the City reserves the right to request contractor personnel
change as needed.
o The City of Fort Collins has developed a Building Design Standards Manual.
Design will follow these standards unless exempted by the City. This manual is
available on line and can be viewed at:
http://www.fcgov.com/opserv/design-standards.php
o All final construction work must comply with the latest adopted Americans with
Disabilities Act (ADA).
• https://www.ada.gov/
• Attached form to be used to verify compliance.
o Required to adhere to the City of Fort Collins Dust Prevention and Control
Manual.
o Required to fill out City of Fort Collins provided Waste Management Plan
Form.
• Please reference the attached forms for use.
• Contractor will not receive final payment until this has been provided, filled
out with back-up.
o Required to provide dumpsters for recycling and to coordinate the location of
dumpster(s) with the City of Fort Collins personnel before construction begins.
o Contractor will be required to complete all forms for the attached Quality
Assurance / Quality Control plan. This work must be coordinated with the City of
Fort Collins appropriate personnel.
• Please reference the following attached documents.
City of Fort Collins Quality Assurance / Quality Control Plan
Preparatory Phase Checklist
Initial Phase Checklist
Follow Up Phase Checklist
All attached spreadsheet templates to be used as necessary
o Any damage caused to the existing buildings, parking lot, site, & landscaping
through access to the construction area will be at the contractor’s expense to
repair the damaged area to existing conditions before the damage occurred.
o Ensure a clean and safe work site at all times.
o Required to pull all appropriate State, City, and Fire permits.
o Contractor will be required to coordinate all necessary City of Fort Collins
building inspections.
o Contractor will be required to coordinate all special inspections with the City of
Fort Collins third party inspector. Contact information will be provided to the
contractor prior to work beginning.
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o Contractor will be responsible, upon completion of the job, to issue the City of
Fort Collins a Certificate of Occupancy/Letter of Completion before final payment
will be issued.
o The City of Fort Collins has released smoking restrictions in certain areas.
Smoking on the premises is prohibited. If smoking is necessary, employees can
smoke in their personal vehicles. Please go to: fcgov.com/smokefree for more
information.
o The contractor will be responsible for all rough-in work associated with the
project.
o City-provided contractor will complete the data work associated with the
project.
o Contractor will be required to coordinate with the City of Fort Collins IT
Department for scheduling of the installation of data cabling.
All data drops will require ¾” conduit stubbed above the ceiling
with pull string. If the ceiling is exposed to the structure, the
contractor will be required to run the ¾” conduit, and pull string,
back to the IT closet through the walls. Exposed conduit will not
be allowed.
D. Owner Expectations and Delivery Schedule
Partnering
The City and Design Team expect a partnering relationship with the selected CM/GC. A
formal Partnering Session will be held with the selected CM/GC, City of Fort Collins
team members, Architect, Engineers, and Landscape Architect soon after the selection
process is completed. The City expects an environment where trust and teamwork
prevent disputes, foster a cooperative bond to everyone’s benefit, and facilitate the
completion of a successful project. Traditional adversarial relationships between the
project participants are not an acceptable way of doing business on this project.
Key Staff
The City expects the CM/GC to commit key staff members to manage the project
through attendance of weekly project meetings; preparation of RFIs; management of
subcontractors; management of schedule; management of quality and management of
cost. Key staff members for this project are expected to include a project manager,
superintendent and possibly a field engineer.
Communication
The City expects open and honest communication related to project activities including
subcontractor performance, cost control, schedule control, budget and quality issues as
they may arise. The City expects communication to occur directly through the
established chain of command which may involve working directly, receiving direction
and coordinating with City assigned personnel.
Contract Management
The City expects the CM/GC to participate in contract management such that pay
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applications, work change directives, change orders, RFIs and other documents are
managed timely and effectively to avoid delays in project delivery. The City expects the
CM/GC to work with its representatives to gain approval and processing of these
documents in a coordinated fashion.
Performance Standard
The City expects CM/GC performance to a standard that exceeds industry accepted
parameters. The City expects a world class CM/GC and project. The City expects to
pay fairly for all work performed and expects the CM/GC to be profitable.
Services and Construction Agreements
The CM/GC will be required to sign a Services Agreement (SA) for the pre-construction
Work, similar to Item V. The pre-construction services shall include (at minimum) review
of designs for constructability, review of site layout and grading, estimating cost of
different options, alternatives and components, providing opinions and recommendations
on suitable methods and approaches to accomplish the work, offer value engineering
suggestions to accomplish the desired objectives in the most cost effective manner
possible, and provide the team with up to date on-going cost status of the current project
design.
The CM/GC will be required to sign a Construction Agreement for the construction Work.
A template of the City’s Construction Agreement is available upon written request. The
construction services shall include (at minimum) full time site supervision when trades
are working, stormwater management and permitting of the project site, site protection
and security during construction, procurement of all subcontractors and suppliers to
complete construction, project sequencing and scheduling of manpower, materials and
equipment, project safety enforcement, management of quality control, management of
testing, management of surveying, and management of project close-out. The Work
Order for construction services will be awarded at approximately 95% design completion
based on the CM/GC’s satisfactory performance under the pre-construction services
Work Order.
Any exceptions to the agreements must be stated with your submission of qualifications
for this project. The City makes no guarantees it will change the agreements but may
consider the exceptions.
II. SUBMITTAL REQUIREMENTS
CM/GC firms that have the requisite experience and qualifications are encouraged to submit
proposals. Proposals shall not exceed 25 double-sided pages (50 single-sided), excluding
references, cover pages and dividers.
General Company Information
Name of firm, contact person for this proposal, title, phone number, fax number, street and
mailing addresses, and previous names of firm in last 10 years; date firm was established.
Describe how the firm is organized. Provide general contracting licenses held by firm.
Profile Projects
Provide a brief project description and history of projects, similar in scope to this project,
completed in the last 5 years. Include the following information:
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1. Project description that includes the project name, firms that comprised the design
team, and site location. Please include pictures of the work completed.
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. CM/GC, subcontractor or owner initiated claims and their resolution.
7. Original contract time and actual completion time.
Provide a brief discussion of any unusual factors that affected the project delivery (e.g.
owner initiated delays, additions to the work, etc.). Provide both an owner reference and
consulting engineer/architect reference for cited projects.
Company Resources
Indicate the total number of personnel employed by the company and how many resources
are in each category (e.g. Administration, Clerical, Estimating, Project Management, Project
Coordinator, Project Engineer, Superintendent, Foreman, Carpenter, Laborer, etc.) Provide
an organizational chart for the resources proposed to be used on this project. Indicate the
office location this project will be managed through. Provide a full list of equipment on hand
owned and managed by the firm.
The City values a company’s investment in supporting the industry with apprenticeships,
volunteer, or intern opportunities, the use of locally sourced materials and labor, and the
ability to recycle materials from generated construction materials. Describe your previous
experience emphasizing local labor and materials and utilizing pollution prevention
techniques.
Key Project Staffing
Names and resumes of proposed key project staff, including proposed project manager and
construction project superintendent. Include references from owners and consulting
engineers for the last 3 projects for each assigned person. Detail the availability of proposed
staff. (Note: key personnel must be committed to this project for its duration, unless excused
by the Owner. This requirement is non-negotiable.)
Project Budget and Cost Control
1. Describe your approach to developing a cost to complete this project.
2. Describe your approach to developing value engineering ideas through construction
delivery to enhance the work product while potentially saving cost.
3. Describe how the delivery schedule outlined in Part I B. above affects your approach
to pricing.
4. Describe your approach to be transparent or open book when developing a cost for
this project in cooperation with the project team.
Construction Sequencing and Scheduling
Describe the scheduling software your firm typically uses for sequencing tasks and
scheduling subcontractors, materials and equipment. The City will require that an industry
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recognized software is used to develop and manage the project schedule; fully base-lined,
critical path shown and float managed. Describe the way in which your firm develops and
maintains project schedules for projects of this size and nature. Describe your process and
frequency for updating project schedules and how your firm works to overcome challenges
and works to maintain the original completion date. Submit an example of a project schedule
for a similar size project.
Method of Construction
Submit a written narrative explaining your approach to completion of this project. There are
several work groups accessing the site at any given time to use the shop or to get
equipment, therefore ensuring access at all times will be important, as well as being efficient
and cost effective during construction.
Quality Assurance/Quality Control
Provide details on your firm’s quality control program. Explain how your team administers a
quality control program during construction, how performance measures are documented
and how quality issues are addressed. Provide examples of when your firm exceeded
quality standards, gained industry recognition or received quality awards.
Partnering Experience
Describe at least 5 projects completed by your firm where partnering was formally
implemented. Provide a list of key staff who participated in these projects and their roles.
Describe in detail what Partnering means to your firm and how it is integral to your business
operations.
Safety Record
Provide the firm’s OSHA reportable accident rate and current workman’s compensation
insurance multiplier for the last 3 years. Provide the OSHA reportable accident rate on
projects managed by the proposed superintendent or project manager over the three year
period. Provide a list of all projects in the last 5 years that have received an OSHA citation
either to the GC or subcontractor on the jobsite and provide a narrative of the citations.
Trade Subcontractors
Provide a listing of subcontractors for major trades your firm plans to engage to meet the
three bid requirement. Explain your relationship with these firms, how long they have
worked with you on projects, and how your subcontractor procurement process works. Give
examples of situations where these firms have performed to tight timeframes and
accelerated schedules.
Financial Information
Provide details of your firm’s financial standing; including your available credit and banking
reference (provide name, address, and phone number).
A recent financial statement detailing current assets and liabilities may be required upon
request.
Bonding Company Reference
Provide the name, address and phone number of the firm’s bonding agent. Provide a letter
from the bonding agent indicating the firm’s bonding capacity is adequate to undertake this
work.
Insurance Company
Provide the name, address and phone number of the firm’s insurance agent(s). Provide
statements to answer the following questions. (See also Insurance Requirements in Item V.
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Sample Agreement).
1. Does coverage meet minimum project requirements?
2. Does coverage include builder’s risk?
3. Can this coverage be extended for work on this project?
4. Can coverage be increased?
5. Can the City be listed as an additional insured?
6. Are there any current claims that will affect coverage limits available for this project?
CM/GC Fees
Provide a list of construction cost factors that will be used to develop the cost of work.
Provide the following.
A. Work Order I (Pre-Construction) Services:
1. Cost estimate for pre-construction services.
A. Provide a lump-sum fee for your involvement to get the project ready for GMP
pricing to include (meetings, cost estimating, value engineering and other related
tasks).
B. Provide unburdened labor rates for your personnel to include base pay and the
percentage for labor burden.
B. Work Order II (Construction) Services:
1. Provide your CM/GC Fee, expressed as a percentage to be added to all materials,
labor, equipment and subcontractors cost.
2. Subcontractor markup, expressed as a percentage.
3. Provide General Conditions anticipated per the breakout in Attachment A.
4. Change order markup for labor, materials, and subcontractors, expressed as a
percentage.
5. Budgetary estimate to complete the construction project; broken down as follows:
• Shop Expansion – October 2017 – February 2018
• Shop Remodel - October 2017 – February 2018
• Vehicle Storage Garage – October 2017 – June 2018
• Yard Expansion – Pavement, Fencing and Gates – October 2017 – June 2018
• Fueling Station – October 2017 – June 2018
• Drainage, Utilities, Grading, Landscaping – October 2017 – June 2018
The budgetary estimate shall be based on the Construction Documents provided by
Architecture West (Attachment B). The budgetary estimate is non-binding and
selection of the CM/GC will not be solely based on this budgetary estimate. The
budgetary estimate shall be a helpful starting point for understanding the cost of the
work, anticipating the funding required, and the CM/GC’s approach to the project.
6. Provide estimate for the percent of the construction project you plan to self-perform.
Describe in detail how your firm uses the markups and cost of work to develop the
Guaranteed Maximum Price for the project. The City anticipates working with the
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CM/GC to develop this cost for all known quantities of the project. For unknown
circumstances, the City anticipates negotiating allowances to complete the work.
The final project cost will be established as a Guaranteed Maximum Price (GMP)
including a detailed bid schedule.
III. SELECTION PROCESS AND SCHEDULE
Qualified CM/GC’s interested in the work described in this Request for Proposal should
submit items contained in Part II of this request.
The proposer’s authorized signature on the Proposal assures the team’s compliance with
City of Fort Collins’ purchasing restrictions. A copy of the restrictions is available for review
in the Purchasing Department or the City Clerk’s Office. The City reserves the right to reject
any and all proposals and to waive any informalities and irregularities therein.
CM/GC Procurement Schedule
EVENT DATE
Pre-Proposal Meeting April 18, 2017 @ 2:00 PM
Final Questions April 21, 2017 by 5:00 PM
Proposals Due May 5, 2017 before 3:00 PM
Conduct Interviews Week of May 29 (Date subject
to change)
The City reserves the right to select the top ranked firm directly from proposal documents
without a formal interview process.
In the event it becomes necessary to revise any part of the RFP a written addendum will be
issued. Each Proposal shall state it is valid for a period of not less than ninety (90) days
from date of proposal submittal.
Taxation
The City is exempt from all state taxation including state sales and use taxes.
IV. EVALUATION CRITERIA
CM/GC Qualification Review and Assessment
CM/GC firms will be evaluated on the following qualification criteria. These criteria will be
the basis for review of the written proposals, as well as for the oral interviews (if necessary)
of the top ranked firms.
The rating scale shall be from 1 to 5, with 1 being a poor rating, 3 being an average rating,
and a 5 being an outstanding rating. Weighting factors for the criteria are listed adjacent to
the qualification.
Weighting
Factor Qualification Standard
2.0 Scope of Proposal
Does the proposal show an understanding of the
project objective, methodology to be used in the
completion of construction and the results that are
desired from the project?
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 15 of 29
2.0 Assigned Project
Team
Does the proposed team have the necessary skills
and experience to fulfill the requirements of the
project, including CM/GC delivery? Is the key staff
available to do the work and remain with the project for
its entirety?
1.0 Safety Record
“OSHA Illness/Injury Rate”, “OSHA Lost Work Day
Incidence Rate” and Workers Compensation
Experience Modification Rate Insurance Multiplier.
3.0 Firm Experience
Has the firm worked on projects similar in scope to this
project? Has partnering been used on other projects?
Does the firm have the experience necessary for this
project? Does this contractor have previous CM/GC or
alternate delivery experience?
2.0 Cost
Are the cost factors presented in the proposal
reflective of industry standards? Do they offer a
reasonable way to approach development of the
GMP?
2.0 Firm Capability
Does the firm have experience, equipment, manpower
and finances to complete the work? Has the firm
demonstrated the ability to complete the project on
schedule and in budget? Does the firm have the
capability to develop an effective and efficient
dewatering plan.
2.0 Construction
Performance
Do the referenced projects reflect favorably in respect
to completion within the contract schedule, cost and
number of change orders and claims?
2.0 Method of
Construction
Does the written project approach reflect a good
balance between construction efficiency and ability to
complete the project during the short season? Does
the method of construction and project approach
reflect innovation and potential for significant cost
savings measures?
Reference evaluation process (top rated firm)
After the interviews (if necessary) have been conducted, the evaluation committee will select
the top rated firm and the Project Manager will check references for overall performance,
timetable, completeness, budget and job knowledge of selected project/references. A
satisfactory/unsatisfactory rating shall be given to each reference contacted. If references
check out for the top firm, then the City of Fort Collins will work to negotiate a contract for
CM/GC services with the top firm. If the top firm references do not check out, then the
selection committee will look to the second ranked firm and check their references.
QUALIFICATION STANDARD
Overall
Performance
Would you hire this CM/GC again?
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 16 of 29
Timetable Was the original Scope of Work completed within the specified
time? Were interim deadlines met in a timely manner?
Completeness
Was the CM/GC responsive to client needs; did they anticipate
problems? Were problems solved quickly and effectively? Did the
contractor utilize the same construction team personnel through the
entire construction process?
Budget Was the original Scope of Work completed within the project
budget?
Job Knowledge Did CM/GC personnel exhibit the knowledge and skills necessary for
the efficient completion of the scope or work?
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 17 of 29
V. SAMPLE AGREEMENT
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 “B”, consisting of ( ) page , 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 the Agreement, make changes within the general scope of the particular
services assigned and the Service Provider agrees to perform such changed services.
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
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 18 of 29
without waiting for a written Work Order. Time is of the essence.
4. Contract Period. This Agreement shall commence , 200 and shall continue in
full force and effect until , 200 , 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
Exhibit " ", consisting of ( ) page , and incorporated herein by
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 19 of 29
this reference.
Payment shall be made by the City only 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.
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
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 20 of 29
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.
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 21 of 29
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
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.
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 22 of 29
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
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. 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.
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 23 of 29
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:
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 24 of 29
EXHIBIT A
WORK ORDER FORM
PURSUANT TO AN AGREEMENT BETWEEN
THE CITY OF FORT COLLINS
AND
AGREEMENT DATED:
Work Order Number:
Purchase Order Number:
Project Title:
Commencement Date:
Completion Date:
Maximum Fee: (time and reimbursable direct costs):
Project Description:
Scope of Services:
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
Services Agreement between the parties. In
the event of a conflict between or ambiguity in
the terms of the Services Agreement and this
Work Order (including the attached forms) the
Services Agreement shall control.
The attached forms consisting of ___ (_)
pages are hereby accepted and incorporated
herein, by this reference, and Notice to
Proceed is hereby given.
SERVICE PROVIDER
By:_______________________________
Date:_____________________________
CITY OF FORT COLLINS
By:_________________________________
Project Manager
Date: ______________________________
By: _______________________________
Gerry Paul
Purchasing Director (over $60,000.00)
Date: ____________________________
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 25 of 29
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.
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 26 of 29
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.
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 27 of 29
ATTACHMENT A
CM/GC GENERAL CONDITIONS CHECKLIST
(These items are not considered part of the CM/GC Fee or Cost of Work)
1. PROJECT COORDINATION
A. Site Supervision and Administration
1. Project Field Superintendent
2. Project Field Engineers
3. Project General Superintendent
4. Project Managers
B. Postage
C. Holiday
D. Vacation
E. Subcontractor Coordination
F. Oil and Fuel (Mileage to and from project or office)
G. Travel Expenses (Motel, meals, etc.)
2. FIELD ENGINEERING
A. Surveying
B. Project Layout
C. Layout Equipment & Supplies
3. REGULATORY REQUIREMENTS
A. Special Inspections
B. Stormwater Management
C. Plan Review & Building Permit (Paid by Owner)
D. Use or Special Taxes (Paid by Owner)
4. INSURANCE AND BONDS
A. Performance Bond
B. Payment Bond
C. Liability Insurance
D. Auto Insurance
E. Equipment Insurance
5. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
A. Mobilization & Demobilization
B. Field Offices & Storage Trailers
C. Temporary Utilities (Tap, Hookup, Service)
1. Electricity & Lighting
2. Heating & Ventilation
3. Telephone
4. Internet & Computer
5. Water
6. Sanitary Facilities
7. Fire Protection
D. Construction Aids
1. Elevators, Hoist, Lifts, Etc.
2. Scaffold and Platforms
3. Stairways & Ladders for work access
4. Weather Protection
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 28 of 29
E. Barriers & Enclosures
1. Temporary Enclosures
2. Safety & Security Enclosures
3. Tree & Plant Protection
4. Cold Weather Protection
F. Access Roads & Temporary Parking
1. Gates & Barriers
2. Tracking from site
3. Snow Removal
G. Temporary Controls
1. Jobsite Cleanup
2. Recycling
3. Trash Removal
4. Dump Fees
5. Dust, Erosion & Noise Control
6. Protection of Finished Work
6. MATERIAL AND EQUIPMENT
A. Transportation & Handling
B. Storage & Protection
C. Small Tools
D. Equipment Rental
E. Fuel for Equipment
F. Vehicles
7. SAFETY AND SECURITY
A. Safety Supplies
B. Fire Protection (Fire Extinguishers)
C. First Aid Supplies
D. Required Safety Equipment
E. Safety Officer
F. Drug Testing
8. CONTRACT CLOSE OUT
A. Final Cleaning
B. Commissioning
C. Systems Training
D. Project Record Documents
E. Operation & Maintenance Data
F. Project Warranty Management
RFP 8516 CM/GC for Nix Farm New Garage & Shop Remodel Page 29 of 29
ATTACHMENT B: Construction Drawings
(For estimating purposes)
STUD WALL
(WOOD OR METAL)
CONCRETE
(SMALL SCALE)
CONCRETE BLOCK
(SMALL SCALE)
BRICK
GRAVEL OR SAND
BATT INSULATION
(FRAMING QUALITY)
WOOD
(FRAMING QUALITY)
WOOD
(FINISH QUALITY
GYPSUM BOARD
(LARGE SCALE)
STEEL
INSULATED STUD WALL
CONCRETE
(LARGE SCALE)
CONCRETE BLOCK
(LARGE SCALE)
STONE
EARTH
RIGID INSULATION
WO0D BLOCKING
PLYWOOD
PLASTIC LAMINATE
WIRE FABRIC
SECTION CUT
ELEVATION INDICATION
DRAWING SHEET NO.
OFFICE
SECTION INDICATION
DRAWING SHEET NO.
SECTION CUT
DETAIL REFERENCE
DETAIL INDICATION
DRAWING SHEET NO.
190F
INDICATES CONTROL DIMENSION
DIMENSION STRING
ROOM NAME/NUMBER
D WINDOW TYPE
1
A7
2 DOOR NUMBER
A
A5
D
A6
A.B.
ALUM
.
Anchor Bolt
Aluminum
BM.
B.M.
B.O.
BRG.
SITE
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
COVER SHEET
03/02/17
N/A
N/A
JTC
RA
1276-195-00
1 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
Vicinity Map
Scale: 1" = 1000'
Utility Plans For
NIX FARM NATURAL AREAS FACILITY - MAJOR AMENDMENT 2016
Located In The East Half of Section 18, T-7-N, R-68-W Of The 6th PM
City Of Fort Collins, Larimer County, Colorado
March 2017
ABBREVIATION LIST
AD ALGEBRAIC DIFFERENCE
AE ACCESS EASEMENT
ARCH ARCHITECT
ARV AIR RELEASE VALVE
ASPH ASPHALT
BLDG BUILDING
BOV BLOW OFF VALVE
BOS BOTTOM OF STEP
BOW BACK OF WALK
BW BOTTOM OF WALL
CATV CABLE TELEVISION
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
CoFC CITY OF FORT COLLINS
COMM COMMUNICATION
CONC CONCRETE
COORD COORDINATION
DE DRAINAGE EASEMENT
DEMO DEMOLITION
DIA DIAMETER
E EAST(ING)
EAE EMERGENCY ACCESS
EASEMENT
EG EXISTING GROUND
EL ELEVATION
ELEC ELECTRIC
EOA EDGE OF ASPHALT
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
GENERAL NOTES
03/02/17
N/A
N/A
JTC
RA
1276-195-00
2 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
EXISTING
MAINTENANCE BLDG
'E'
FFE = 4934.9
EXISTING
FUEL
STORAGE
EXISTING
OFFICE BLDG
'B'
FFE = 4936.7
EXISTING
OFFICE
BLDG
'A'
EXISTING
CHEMICAL
STORAGE
PRIVATE DRIVE
0
30'
30 15 30 60
SCALE: 1" =
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
EXISTING CONDITIONS & DEMOLITION PLAN
03/02/17
1" = 30'
N/A
JTC
RA
1276-195-00
3 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
SHOP
EXPANSION
'G'
EXISTING
MAINTENANCE BLDG
'E'
VEHICLE
STORAGE
'F'
EXISTING
FUEL
STORAGE
EXISTING
OFFICE BLDG
'B'
EXISTING
OFFICE
BLDG
'A'
EXISTING
CHEMICAL
STORAGE
FUEL STATION
PRIVATE DRIVE
0
30'
30 15 30 60
SCALE: 1" =
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PREPARED FOR
PROJ. NO.
SHOP
EXPANSION
'G'
EXISTING
MAINTENANCE BLDG
'E'
FFE = 4934.9
VEHICLE
STORAGE
'F'
FFE = 4933.5
EXISTING
FUEL
STORAGE
EXISTING
OFFICE BLDG
'B'
))(
EXISTING
OFFICE
BLDG
'A'
))(
EXISTING
STORAGE
FUTURE
SHOP
EXPANSION
'H'
FUTURE
WASH
BAY
'I'
FUTURE
VEHICLE
STORAGE
'J'
))(
FUTURE OFFICE
BLDG
'C'
))(
FUTURE OFFICE
BLDG
'D'
))(
FUTURE
CNG
EQUIPMENT
PRIVATE DRIVE
0
30'
30 15 30 60
SCALE: 1" = FOR REFERENCE ONLY
NOT FOR CONSTRUCTION
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
EXISTING
MAINTENANCE
BLDG
'E'
VEHICLE
STORAGE
'F'
EXISTING
OFFICE
BLDG
'B'
EXISTING
OFFICE
BLDG
'A'
SHOP
EXPANSION
'G'
EXISTING
STORAGE
EXISTING
FUEL
STORAGE
PRIVATE DRIVE
WATER QUALITY POND
RAIN GARDEN
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
DRAINAGE & EROSION CONTROL PLAN
03/02/17
1" = 50'
N/A
JTC
RA
1276-195-00
6 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
SHOP
EXPANSION
'G'
EXISTING
MAINTENANCE BLDG
'E'
FFE = 4934.9
VEHICLE
STORAGE
'F'
FFE = 4933.6
EXISTING
FUEL
STORAGE
EXISTING
CHEMICAL
STORAGE
PRIVATE DRIVE
EXISTING
OFFICE BLDG
'B'
FFE = 4936.7
EXISTING
OFFICE
BLDG
'A'
WATER
QUALITY
POND
0
30'
30 15 30 60
SCALE: 1" =
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
SPILL GUTTER
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
GRADING PLAN
03/02/17
1" = 30'
N/A
JTC
RA
1276-195-00
7 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
SHOP
EXPANSION
'G'
EXISTING
MAINTENANCE BLDG
'E'
VEHICLE
STORAGE
'F'
EXISTING
FUEL
STORAGE
EXISTING
OFFICE BLDG
'B'
EXISTING
OFFICE
BLDG
'A'
EXISTING
CHEMICAL
STORAGE
PRIVATE DRIVE
WATER
QUALITY
POND
FUEL STATION
SD-01 PROFILE
HORIZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
4925
4930
4935
4940
4925
4930
4935
4940
9+75 10+00 10+50 11+00 11+50 12+00
0
30'
30 15 30 60
SCALE: 1" =
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
UTILITY PLAN
03/02/17
1" = 30'
1" = 3'
JTC
RA
1276-195-00
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
DETAILS
03/02/17
1" = 30'
N/A
JTC
RA
1276-195-00
9 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
CONCRETE PAN DETAIL
NTS
SMALL PIPE HEADWALL
NOTES:
RAIN GARDEN CLEANOUT DETAIL
RAIN GARDEN CROSS SECTION
SANITARY/STORM CLEANOUT DETAIL
NTS
PLAN VIEW
PLAN
SECTION B-B
SECTION A-A
RAIN GARDEN OUTLET STRUCTURE
RAIN GARDEN
ELEVATIONS
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
DETAILS
03/02/17
1" = 30'
N/A
JTC
RA
1276-195-00
10 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
A0.1
SITE PLAN
12.22.16
Checker
Author
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD,
FORT COLLINS, COLORADO 80524
NIX FARM NATURAL AREAS FACILITY
04.07.17
VICINITY MAP
BEING A PART OF THE EAST ONE - HALF SECTION 18, TOWNSHIP 7 NORTH, RANGE
68 WEST OF THE 6TH P.M. , CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE
OF COLORADO.
SITE PLAN
1" - 30' - 0"
0' 30' 60' 120'
NORTH
LEGEND
HANDICAP PARKING STALL
RAMP
BIKE RACK
ELECTRIC POLE
TELEPHONE PED
LEGAL DESCRIPTION
CODE ANALYSIS
DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN CODETBL CODE CHAP./ SEC./ TBL
1. CONTRACTORS SHALL VISIT THE JOB SITE AND COMPLETELY FAMILIARIZE
THEMSELVES WITH THE EXISTING PROJECT CONDITIONS.
2. COORDINATE NEW INSTALLATION METHODS AND RESULTANT REMAINING
SURFACES WITH PATCHING AND FINISH REQUIREMENTS.
3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING
AND MAINTAINING TEMPORARY SAFETY BARRICADES SOUND, DUST CONTROL
PARTITIONS, ETC. AS REQUIRED TO PROVIDE A SAFE AND CLEAN
ENVIRONMENT IN AND AROUND THE CONSTRUCTION AREA.
4. UNFORESEEN CONDITIONS: SHOULD ANY CONDITION ARISE WHICH WOULD
NOT NORMALLY BE ANTICIPATED, OR SHOULD ANY CONDITIONS BE
UNCOVERED WHICH DOES NOT MATCH THE CONTRACT DOCUMENTS.
IMMEDIATELY NOTIFY THE ARCHITECT/OWNER FOR DIRECTION.
5. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS,
EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT/OWNER
PRIOR TO SUBMITTAL OF PROPOSALS AND PROCEEDING WITH ANY WORK.
6. GENERAL CONTRACTOR AND / OR ALL SUBCONTRACTORS SHALL OBTAIN
ALL GOVERNING AGENCY APPROVALS RELATED TO THEIR WORK AND PAY
FOR ANY PERMITS, FEES, OR ANY OTHER COST TO PROVIDE COMPLETE
INSTALLATION, & GOVERNING AUTHORITY, 'CERTIFICATE OF OCCUPANCY'.
7. GENERAL CONTRACTOR SHALL PROVIDE FOR A SMOOTH TRANSITION
BETWEEN EXISTING CONDITIONS TO REMAIN AND NEW CONSTRUCTION. GENERAL
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING, PATCHING AND
MATCHING ANY DAMAGED AREA CAUSED BY WEATHER, THE PROCESS OF
CONSTRUCTING OR OTHER AS REQUIRED, FOR COMPLETION OF THE NEW
SPACE.
8. OWNER PROVIDED AND CONTRACTOR INSTALLED EQUIPMENT AND FIXTURES
MUST BE COORDINATED BY THE CONTRACTOR.
9. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY SUPPORT
BLOCKING IN WALLS AS REQUIRED TO SUPPORT CASEWORK, FIXTURES OR
OTHER OWNER PROVIDED EQUIPMENT OR FIXTURES NOT SHOWN ON THE PLANS.
10. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. COORDINATE ALL
WORK.
11. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR LIGHTING AND HVAC
DETAILS AND SPECIFICATIONS.
12. ALL DIMENSIONS ARE TO GRID LINES, FACE OF EXISTING WALLS, FACE OF
NEW STUD WALLS, FACE OF NEW CONCRETE WALLS, NOMINAL FACE OF NEW
MASONRY WALLS OR UNLESS OTHERWISE NOTED.
13. PROVIDE DOUBLE STUDS (MIN.) AT ALL DOOR JAMBS.
14. PROVIDE & COORD. ALL RADON & PERIMETER DRAIN REQUIREMENTS.
GENERALNOTES GENERAL NOTES
EEEEXXXXIIIITTTT
EEEEXXXXIIIITTTT
50'
50'
BAY ONE
101
BAY FOUR
104
BAY THREE
103
BAY TWO
102
56'
55554444''''
EEEEXXXXIIIITTTT
ONE-HOUR
ONE-HOUR
5
4
3
2
1
A B C
25' - 0" 25' - 0" 25' - 0" 25' - 0"
BAY ONE
101
BAY TWO
102
BAY THREE
103
1
A5.1
1
A5.1
101A
101B
102A
103B
104A
104B
103A
100' - 0"
BAY FOUR
104
2
A5.1
2
A5.1
20' - 0"
F1
F1
F1
P2
P2
P3
P3
W2
W2
W1
9' - 6"
5' - 6 1/256"
W1
W1
W1
3.02
3.02
3.02
3.02
3.02
3.02
3.02
26.02
SLOPED
DOWN
103C*
101C*
SLOPED
FLOOR (NORTH)
100' - 0"
A B C
LOW EAVE HT
113' - 0"
1
A5.1
104B
D
W3
W1
R1
5.01
13.06
FLOOR (NORTH)
100' - 0"
C B A
101A
D
W1
R1
W3
115'-6"
T.O. EAVE
26.01
PFM COLOR 2
PFM COLOR 1
T.O. ROOF
115' - 6"
1 2 3 4 5
LOW EAVE HT
113' - 0"
3
A5.1
W1
30"H TRANSOM WINDOW
2
A5.1
R1
W3
A A A A
26.01
(TYP.)
FLOOR (NORTH)
100' - 0"
T.O. ROOF
115' - 6"
5 4 3 2 1
3
A5.1
101B 102A 103B 104A
103A
2
A5.1
A
W1
W3
A3.1
5
A A A
SYSTEMNOTES SYSTEM NOTES--ROOFS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
R1 PRE-FINISHED STANDING SEAM METAL ROOF PANEL OVER
PEMB STRUCTURE WITH VINYL-FACED BATT INSULATION
(R-19 + R-30)
S1 P.F.M. SOFFIT
5
4
3
2
1
A B C
SLOPES
DN
1
A5.1
1
A5.1
3
A5.1
3
A5.1
D
2
A5.1
2
A5.1
R1
50' - 0"
100' - 0"
. .
5.01 5.01
5.01
232
VERIFY & COORD.
P.V. AREA
13.06
2' - 0" 4' - 0"
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
SYSTEMNOTES SYSTEM NOTES--FLOORS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
F1 5" REINFORCED CONCRETE SLAB ON 4" GRAVEL BASE
P1 EXISTING ASPHALT PAVEMENT, TO REMAIN
P2 6" REINFORCED CONCRETE PAVEMENT ON COMPACTED
SOILS, (REF: GEO-TECH.)
P3 5" ASPHALT PAVEMENT OVER 6" BASE AND COMPACTED
SOILS, (REF: GEO-TECH.)
SYSTEMNOTES SYSTEM NOTES--WWWWAAAALLLLLLLLSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
W1 PEMB METAL BUILDING CONSTRUCTION, EXTERIOR
PRE-FINISHED METAL INSULATED PANEL SIDING (R-14),
ON METAL GIRT FRAMING WITH 9" (R-30) VINYL BATT
INSULATION AND PRE-FINISHED METAL LINER PANEL
INTERIOR FINISH, (FULL-HEIGHT)
ONE HOUR RATED 6" METAL STUD WALLS WITH 6" (R-19)
BATT INSULATION AND P.F. METAL LINER PANEL FINISH,
(FULL-HEIGHT) AND 5/8" G.B./E.S.
W2
REINFORCED CONCRETE FOUNDATION WALL, (REF:
STRUCTURAL)
W3
SYSTEMNOTES SYSTEM NOTES--ROOFS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
R1 PRE-FINISHED STANDING SEAM METAL ROOF PANEL OVER
PEMB STRUCTURE WITH VINYL-FACED BATT INSULATION
(R-19 + R-30)
S1 P.F.M. SOFFIT
FLOOR (NORTH)
100' - 0"
T.O. ROOF
115' - 6"
1 2 3 4 5
LOW EAVE HT
113' - 0"
FLOOR (SOUTH)
100' - 6"
3
A5.1
2
A5.1
R1
104A 103B 102A 101B
103A
A A A A
13.06
W3
W2 W2 W1
BAY FOUR
104
BAY THREE
103
BAY THREE
103
BAY ONE
101
16.01
3.01
23.05
FLOOR (NORTH)
SYSTEMNOTES SYSTEM NOTES--ROOFS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
R1 PRE-FINISHED STANDING SEAM METAL ROOF PANEL OVER
PEMB STRUCTURE WITH VINYL-FACED BATT INSULATION
(R-19 + R-30)
S1 P.F.M. SOFFIT
SYSTEMNOTES SYSTEM NOTES--CCCCEEEEIIIILLLLIIIINNNNGGGGSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
C1 EXPOSED PEMB STEEL STRUCTURE AND PRE-FINISHED
METAL LINER PANEL INTERIOR
C2 EXPOSED PEMB STEEL STRUCTURE AND PRE-FINISHED
METAL SOFFIT
SYSTEMNOTES SYSTEM NOTES--WWWWAAAALLLLLLLLSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
W1 PEMB METAL BUILDING CONSTRUCTION, EXTERIOR
PRE-FINISHED METAL INSULATED PANEL SIDING (R-14),
ON METAL GIRT FRAMING WITH 9" (R-30) VINYL BATT
INSULATION AND PRE-FINISHED METAL LINER PANEL
INTERIOR FINISH, (FULL-HEIGHT)
ONE HOUR RATED 6" METAL STUD WALLS WITH 6" (R-19)
BATT INSULATION AND P.F. METAL LINER PANEL FINISH,
(FULL-HEIGHT) AND 5/8" G.B./E.S.
W2
REINFORCED CONCRETE FOUNDATION WALL, (REF:
STRUCTURAL)
W3
SYSTEMNOTES SYSTEM NOTES--FLOORS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
F1 5" REINFORCED CONCRETE SLAB ON 4" GRAVEL BASE
P1 EXISTING ASPHALT PAVEMENT, TO REMAIN
P2 6" REINFORCED CONCRETE PAVEMENT ON COMPACTED
SOILS, (REF: GEO-TECH.)
P3 5" ASPHALT PAVEMENT OVER 6" BASE AND COMPACTED
SOILS, (REF: GEO-TECH.)
A
W1
2' - 0"
S1
A5.2
3
SLOPE
DOWN
A
103B
D
W1
113'-0"±
F.V.
A5.2
4
S1
A5.2
5
4' - 0"
A
5.01
8"
W1
S1
A
TRANSOM WINDOW -
P.F. ALUMINUM &
INSULATED GLAZING
AAAA
20' - 0"
2' - 6"
METAL
DOOR -
HALF LIGHT
AAAA
OVERHEAD DOOR -
P.F. METAL AND
GLAZING
BBBB
20' - 0"
3' - 0"
7' - 0"
INSULATED
TEMPERED
GLAZING
10' - 0"
1. PROVIDE CAULKING AT ALL DISSIMILAR MATERIALS & WALL TO
BE PAINTED TO MATCH ADJACENT WALL COLOR BY PAINTING
CONTRACTOR.
2. ALL PAINTS TO BE LOW OR NO V.O.C. - U.N.O.
WALLNOTES WALL & CEILING NOTES
1. ELECTRICAL SWITCH PLATES AND OUTLET COVERS IN NON-
PUBLIC AREAS TO BE WHITE WITH WHITE DEVICES, U.N.O.
2. MECHANICAL (INCLUDING THERMOSTATS), AND FIRE DEVICES
(INCLUDING HORNS AND STROBES) TO BE WHITE, U.N.O., OR AS
SELECTED B.O.
MISC.NOTES MISC. NOTES
FINISHNOTES FINISH NOTES
1DOORS 1 MAN DOORS
WEATHERSTRIPPING
LOCKSET / HINGES
CLOSER
KICKPLATES
N.R.P.
FLOOR STOP
PANIC HARDWEAR
2 OVERHEAD (BY MFG'R)
WEATHERSTRIPPING
OPERATORS / CHAIN
LOCK
TRACK
COORDINATE ALL
KEYING & SECURITY WITH
OWNER
DOOR HARDWARE
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
A10.1
EXTERIOR RENDERINGS
12.22.16
Checker
BKT/ARE
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD,
FORT COLLINS, COLORADO 80524
NIX FARM NATURAL AREAS FACILITY
A10.1
1 NORTH-EAST
A10.1
2 SOUTH-EAST
A10.1
3 SOUTH-WEST
A10.1
4 NORTH-WEST
4
3
2
1
A B C D
5
50'-0"
16'-8" 16'-8" 16'-8"
100'-0"
100'-0"
25'-0" 25'-0" 25'-0" 25'-0"
50'-0"
16'-8" 16'-8" 16'-8"
25'-0" 25'-0" 25'-0" 25'-0"
2'-61
2" 20'-0"
2'-51
2" 2'-5
1
4" 20'-0" 2'-6
3
4" 4'-4
1
4"
20'-0" 7
3
4" 2'-5
1
2" 20'-0"
2'-61
2"
FOUNDATION PLAN
MAN DOOR
BLOCKOUT,
VERIFY (TYP.)
FOUNDATION PLAN
SCALE 1/4" = 1'-0"
6" THICK CONCRETE SLAB
WITH MAT OF #4 REBAR @
18" O.C. EACH WAY
CONCRETE PAD FOOTING SCHEDULE
ALL PADS TO BEAR UPON NATIVE
SOILS.
PAD SIZE
#4 BARS @ 12"
ON-CENTER EACH
WAY. 31
2" FROM
BOTTOM OF PAD.
REBAR NOTES
F-26 26"SQ.x12"D
F-32 32"SQ.x12"D
F-54 54"SQ.x12"D
F-60 60"SQ.x12"D
S2
C
NOTE: ALL DIMENSIONS INDICATED ON THIS
DRAWING SHALL BE COORDINATED AND
VERIFIED WITH THE FINAL DRAWINGS
APPROVED FOR CONSTRUCTION PROVIDED
1'-8"
8" 1'-0"
1'-8"
1'-0" 8"
8"
1'-4" 8"
8"
2'-0"
2'-7"
2'-0"
8" 1'-4"
83
1'-10 4"
1
4"
1'-0"
6" 6"
1'-10"
B
S2
1. Soil Parameters
Soils criteria:
FC06039.002 - Dated: June 8, 2016
Max.
2. Materials:
This plan is based upon the following material properties:
3. Soils Observation:
4. Slabs-on-grade:
5. Backfill:
7. Limitations:
General Notes:
It is the contractors/owners responsibility to verify and coordinate all dimensions prior to construction. This foundation plan is based on
the contractor/owner furnished plans and the above referenced specifications. Any discrepancies or changes should be brought to the
attention of the engineer.
We require an open-hole observation be performed by a representative of a qualified geotechnical engineer. Open-hole observations are
to verify that the soil conditions are consistent with those described in the original soils report. Soils conditions inconsistent with the soils
report may require additional evaluation or a foundation redesign, and should be brought to the attention of the foundation engineer. All
footings, pads, shall be a minimum of 30" (in) below grade, or per local code, and should bear upon undisturbed native soils or structural
fill acceptable to the geotechnical engineer. All other recommendations contained in the soils report pertaining to backfill, drainage, etc.
should be incorporated into the design of this project.
Reinforcing shall be deformed grade 60 steel unless noted otherwise (U.N.O.) on the plan and shall
conform to ASTM A615. Minimum concrete cover shall be 2" (in) U.N.O. on the plan. Overlaps shall be 40
bar diameters but not less than 24" (in). Detail reinforcing bars in accordance to the ACI detailing manual
and ACI code, latest edition. All foundation wall reinforcement should be wired in place. Slab and footing
reinforcement shall utilize chairs or other acceptable methods to achieve the required cross section
location.
Anchor Bolts:
Reinforcing:
Concrete:
We recommend foundation walls not be backfilled for a minimum of eight days after placement of concrete. We recommend imported
granular (non-expansive) structural fill be used for backfilling around all foundation walls and beneath all slab-on-grade areas for sites
where expansive soils are prevalent. Backfill should be adequately compacted and graded to provide adequate drainage away from the
foundation. Backfill adjacent to the foundation may settle over time. The backfill must be monitored and maintained to provide adequate
drainage away from the foundation.
6. Drainage:
Adequate drainage shall be provided around the structure. This drainage should be monitored and maintained throughout the
life of the structure.
Slabs-on-grade should be isolated from grade beams, columns, plumbing, or other support structures by use of 1
2"(in) minimum isolation
joint material. Exterior slabs-on-grade should not be doweled to the foundation unless specifically noted otherwise on plans.
FEEDER SCHEDULE
NOTES, SCHEDULES &
ONE-LINE DIAGRAM
E0.1
DEVICE MOUNTING HEIGHT DETAIL
SWITCHES
LEGEND
OUTLETS
DESIGNATIONS
CIRCUITRY and RACEWAYS SOUND and SIGNAL
CONTROL
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
11.17.16
LNS/CW
LNS
16074
# $ % &
# $ % &
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
11..16
LNS/CW
LNS
16074
E2.1
LIGHTING &
POWER PLANS
STUD WALL
(WOOD OR METAL)
CONCRETE
(SMALL SCALE)
CONCRETE BLOCK
(SMALL SCALE)
BRICK
GRAVEL OR SAND
BATT INSULATION
(FRAMING QUALITY)
WOOD
(FRAMING QUALITY)
WOOD
(FINISH QUALITY
GYPSUM BOARD
(LARGE SCALE)
STEEL
INSULATED STUD WALL
CONCRETE
(LARGE SCALE)
CONCRETE BLOCK
(LARGE SCALE)
STONE
EARTH
RIGID INSULATION
WO0D BLOCKING
PLYWOOD
PLASTIC LAMINATE
WIRE FABRIC
SECTION CUT
ELEVATION INDICATION
DRAWING SHEET NO.
OFFICE
SECTION INDICATION
DRAWING SHEET NO.
SECTION CUT
DETAIL REFERENCE
DETAIL INDICATION
DRAWING SHEET NO.
190F
INDICATES CONTROL DIMENSION
DIMENSION STRING
ROOM NAME/NUMBER
D WINDOW TYPE
1
A7
2 DOOR NUMBER
A
A5
D
A6
A.B.
ALUM
.
Anchor Bolt
Aluminum
BM.
B.M.
B.O.
BRG.
SITE
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
COVER SHEET
03/02/17
N/A
N/A
JTC
RA
1276-195-00
1 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
Vicinity Map
Scale: 1" = 1000'
Utility Plans For
NIX FARM NATURAL AREAS FACILITY - MAJOR AMENDMENT 2016
Located In The East Half of Section 18, T-7-N, R-68-W Of The 6th PM
City Of Fort Collins, Larimer County, Colorado
March 2017
ABBREVIATION LIST
AD ALGEBRAIC DIFFERENCE
AE ACCESS EASEMENT
ARCH ARCHITECT
ARV AIR RELEASE VALVE
ASPH ASPHALT
BLDG BUILDING
BOV BLOW OFF VALVE
BOS BOTTOM OF STEP
BOW BACK OF WALK
BW BOTTOM OF WALL
CATV CABLE TELEVISION
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
CoFC CITY OF FORT COLLINS
COMM COMMUNICATION
CONC CONCRETE
COORD COORDINATION
DE DRAINAGE EASEMENT
DEMO DEMOLITION
DIA DIAMETER
E EAST(ING)
EAE EMERGENCY ACCESS
EASEMENT
EG EXISTING GROUND
EL ELEVATION
ELEC ELECTRIC
EOA EDGE OF ASPHALT
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
GENERAL NOTES
03/02/17
N/A
N/A
JTC
RA
1276-195-00
2 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
EXISTING
MAINTENANCE BLDG
'E'
FFE = 4934.9
EXISTING
FUEL
STORAGE
EXISTING
OFFICE BLDG
'B'
FFE = 4936.7
EXISTING
OFFICE
BLDG
'A'
EXISTING
CHEMICAL
STORAGE
PRIVATE DRIVE
0
30'
30 15 30 60
SCALE: 1" =
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
EXISTING CONDITIONS & DEMOLITION PLAN
03/02/17
1" = 30'
N/A
JTC
RA
1276-195-00
3 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
SHOP
EXPANSION
'G'
EXISTING
MAINTENANCE BLDG
'E'
VEHICLE
STORAGE
'F'
EXISTING
FUEL
STORAGE
EXISTING
OFFICE BLDG
'B'
EXISTING
OFFICE
BLDG
'A'
EXISTING
CHEMICAL
STORAGE
FUEL STATION
PRIVATE DRIVE
0
30'
30 15 30 60
SCALE: 1" =
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PREPARED FOR
PROJ. NO.
SHOP
EXPANSION
'G'
EXISTING
MAINTENANCE BLDG
'E'
FFE = 4934.9
VEHICLE
STORAGE
'F'
FFE = 4933.5
EXISTING
FUEL
STORAGE
EXISTING
OFFICE BLDG
'B'
))(
EXISTING
OFFICE
BLDG
'A'
))(
EXISTING
STORAGE
FUTURE
SHOP
EXPANSION
'H'
FUTURE
WASH
BAY
'I'
FUTURE
VEHICLE
STORAGE
'J'
))(
FUTURE OFFICE
BLDG
'C'
))(
FUTURE OFFICE
BLDG
'D'
))(
FUTURE
CNG
EQUIPMENT
PRIVATE DRIVE
0
30'
30 15 30 60
SCALE: 1" = FOR REFERENCE ONLY
NOT FOR CONSTRUCTION
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
EXISTING
MAINTENANCE
BLDG
'E'
VEHICLE
STORAGE
'F'
EXISTING
OFFICE
BLDG
'B'
EXISTING
OFFICE
BLDG
'A'
SHOP
EXPANSION
'G'
EXISTING
STORAGE
EXISTING
FUEL
STORAGE
PRIVATE DRIVE
WATER QUALITY POND
RAIN GARDEN
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
DRAINAGE & EROSION CONTROL PLAN
03/02/17
1" = 50'
N/A
JTC
RA
1276-195-00
6 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
SHOP
EXPANSION
'G'
EXISTING
MAINTENANCE BLDG
'E'
FFE = 4934.9
VEHICLE
STORAGE
'F'
FFE = 4933.6
EXISTING
FUEL
STORAGE
EXISTING
CHEMICAL
STORAGE
PRIVATE DRIVE
EXISTING
OFFICE BLDG
'B'
FFE = 4936.7
EXISTING
OFFICE
BLDG
'A'
WATER
QUALITY
POND
0
30'
30 15 30 60
SCALE: 1" =
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
SPILL GUTTER
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
GRADING PLAN
03/02/17
1" = 30'
N/A
JTC
RA
1276-195-00
7 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
SHOP
EXPANSION
'G'
EXISTING
MAINTENANCE BLDG
'E'
VEHICLE
STORAGE
'F'
EXISTING
FUEL
STORAGE
EXISTING
OFFICE BLDG
'B'
EXISTING
OFFICE
BLDG
'A'
EXISTING
CHEMICAL
STORAGE
PRIVATE DRIVE
WATER
QUALITY
POND
FUEL STATION
SD-01 PROFILE
HORIZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
4925
4930
4935
4940
4925
4930
4935
4940
9+75 10+00 10+50 11+00 11+50 12+00
0
30'
30 15 30 60
SCALE: 1" =
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
UTILITY PLAN
03/02/17
1" = 30'
1" = 3'
JTC
RA
1276-195-00
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
DETAILS
03/02/17
1" = 30'
N/A
JTC
RA
1276-195-00
9 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
CONCRETE PAN DETAIL
NTS
SMALL PIPE HEADWALL
NOTES:
RAIN GARDEN CLEANOUT DETAIL
RAIN GARDEN CROSS SECTION
SANITARY/STORM CLEANOUT DETAIL
NTS
PLAN VIEW
PLAN
SECTION B-B
SECTION A-A
RAIN GARDEN OUTLET STRUCTURE
RAIN GARDEN
ELEVATIONS
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
DETAILS
03/02/17
1" = 30'
N/A
JTC
RA
1276-195-00
10 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A0.1
SITE PLAN
12.22.16
Checker
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
04.07.17
VICINITY MAP
BEING A PART OF THE EAST ONE - HALF SECTION 18, TOWNSHIP 7 NORTH, RANGE
68 WEST OF THE 6TH P.M. , CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE
OF COLORADO.
NIXFACILITY NIX FARM NATURAL AREAS FACILITY
SITE PLAN
1" - 30' - 0"
0' 30' 60' 120'
NORTH
LEGEND
HANDICAP PARKING STALL
RAMP
BIKE RACK
ELECTRIC POLE
TELEPHONE PED
LEGAL DESCRIPTION
.
CODE ANALYSIS
APPLICABLE CODES
PROJECT LOCATION:
FLOOR AREA ALLOWABLE:
TOTAL AREA:
BUILDING HEIGHT:
CONSTRUCTION TYPE:
OCCUPANCY GROUP:
OCCUPANCY LOAD:
EXITS REQUIRED/PROVIDED:
EGRESS WIDTH REQUIRED/
PROVIDED:
Construction to comply with the following codes as
amended:
2012 International Building Code (IBC)
2012 International Energy Conservation Code (IECC)
2012 International Mechanical Code (IMC)
2012 International Fuel Gas Code (IFGC)
2012 International Plumbing Code (IPC) as amended
by the State of Colorado
2014 National Electrical Code (NEC) as amended by
the State of Colorado
Accessibility: State Law CRS 9-5 & ICC/ANSI
A117.1-2009
2012 IECC Chapter 4 Commercial Provisions
Fort Collins Amendments 2/17/2014
FORT COLLINS, COLORADO
26,000 S.F. ( S-2, NON - SEP. USES)
8,300 S.F.
25' - 0" ±
II - B, 5,000 S.F. MAX CONTAINMENT
B- BUSINESS (1:100 S.F.), S-2 SHOP/GARAGE
(1:200 S.F.), MECH'L (1:300 S.F)
62 OCCUPANTS
2 / 3
13" / 108"
1. CONTRACTORS SHALL VISIT THE JOB SITE AND COMPLETELY FAMILIARIZE
THEMSELVES WITH THE EXISTING PROJECT CONDITIONS.
2. COORDINATE NEW INSTALLATION METHODS AND RESULTANT REMAINING
SURFACES WITH PATCHING AND FINISH REQUIREMENTS.
3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING AND
MAINTAINING TEMPORARY SAFETY BARRICADES SOUND, DUST CONTROL
PARTITIONS, ETC. AS REQUIRED TO PROVIDE A SAFE AND CLEAN ENVIRONMENT
IN AND AROUND THE CONSTRUCTION AREA.
4. UNFORESEEN CONDITIONS: SHOULD ANY CONDITION ARISE WHICH WOULD NOT
NORMALLY BE ANTICIPATED, OR SHOULD ANY CONDITIONS BE UNCOVERED WHICH
DOES NOT MATCH THE CONTRACT DOCUMENTS. IMMEDIATELY NOTIFY THE
ARCHITECT/OWNER FOR DIRECTION.
5. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS,
EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT/OWNER
PRIOR TO SUBMITTAL OF PROPOSALS AND PROCEEDING WITH ANY WORK.
6. GENERAL CONTRACTOR AND / OR ALL SUBCONTRACTORS SHALL OBTAIN ALL
GOVERNING AGENCY APPROVALS RELATED TO THEIR WORK AND PAY FOR ANY
PERMITS, FEES, OR ANY OTHER COST TO PROVIDE COMPLETE INSTALLATION, &
GOVERNING AUTHORITY, 'CERTIFICATE OF OCCUPANCY'.
7. GENERAL CONTRACTOR SHALL PROVIDE FOR A SMOOTH TRANSITION BETWEEN
EXISTING CONDITIONS TO REMAIN AND NEW CONSTRUCTION. GENERAL
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING, PATCHING AND
MATCHING ANY DAMAGED AREA CAUSED BY WEATHER, THE PROCESS OF
UP
W D
4
3
2
A B C D E
WASH BAY
M115
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M113
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M112
A2.2
1
ADDITION
30' - 0" 30' - 0" 30' - 0" 20' - 0"
MEZZANINE
ABOVE
MEZZANINE
ABOVE
Z
20' - 0" 20' - 0" 20' - 0"
DW
REF.
MW
HALL
103
IT/T
M114
TO REMAIN
EXISTING CONSTRUCTION
TO BE REMODELED
EXISTING AREA
A2.3
1
108*
109B*
103B*
106 104
103
102
101*
107 105
1
A7.1
1
A7.1
110
130' - 0"
W1
W6
W3
W3
W4
W3
W1
W1
BREAKROOM
W D
T
T
S
T
4
STAIR
M111
DW
REF.
MW
IT/T
M114
A6.1
1
3
2 4
A6.2
7
6
9
8
A6.2
12
10
13 11
A6.3
25
26 24
23
A6.3
17
18 16
15
A6.3
31
A6.1
5
A6.2
14
BREAKROOM
M101
HALL
103
MMMMEEEENNNN''''SSSS
SHOWER
107
WOMEN'S
SHOWER
105
WOMEN'S
LOCKER
ROOM
101
WWWWOOOOMMMMEEEENNNN''''SSSS
RESTROOM
104
MMMMEEEENNNN''''SSSS
RESTROOM
106
RIDGE LINE
4
1
A7.1
108*
109B*
E16
110
TOOL CRIB
108
SHOP
109
AIR
111
10.1
2
A7.1
3
A7.1
6' - 0" 13' - 2"
22.07
1
2.1
2.9
10"
W2
W1
W1
W2
W5
12' - 0" 3' - 6"
W6
5.04
5.04
5.04
5.04
10.1
10.1
DEMO. EXISTING SIDING
AND REPLACE WITH
P.F.M. LINER PANEL
P2
P3
P2
P2
P3
109
10" 38' - 11 5/32" 4 7/8" 4' - 11 15/16" 14' - 0" 10"
F1
F1 F2
20' - 0" 20' - 0" 20' - 0"
60' - 0"
FD
A
B
D
D
E
F G H
J
T
T
T
T
T T
T
T
S
T
SYSTEMNOTES SYSTEM NOTES--CCCCEEEEIIIILLLLIIIINNNNGGGGSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
C2 EXISTING STEEL STRUCTURE AND INSULATION, TO REMAIN
C3
C4
EXISTING GYPSUM BOARD CEILING, TO REMAIN
CEILING GENERAL NOTES
1. VERIFY ALL EXISTING CEILING ASSEMBLIES AND CONDITIONS
WHERE NECESSARY
2. ALL CEILINGS TO BE C4 UNLESS OTHERWISE NOTED
3. REFERENCE INTERIOR ELEVATIONS FOR SOFFIT LOCATIONS
ABOVE CASEWORK
4. COORDINATE EXISTING LITE TUBES
C1 EXISTING EXPOSED PEMB STEEL STRUCTURE AND PRE-
FINISHED METAL LINER PANEL INTERIOR
EXISTING SUSPENDED ACOUSTICAL TILE CEILING, TO REMAIN
C5 NEW SUSPENDED ACOUSTICAL TILE 'SECOND LOOK' 2X4
S1
S2 NEW PRE-FINISHED METAL SOFFIT, MATCH EXISTING
EXISTING SOFFIT, TO REMAIN
C6 NEW 1/2" GYP. BD (PTD) CEILING, (M.R. 2X4 SUSP. GRID AT
WET LOCATIONS), MATCH EXISTING
C7 NEW EXPOSED PEMB STEEL STRUCTURE - MATCH EXISTING
4
3
2
Z A B A2.2 D E
1 2
A7.1
STAIR
M111
IT/T
M114
BREAKROOM
M101
WOMEN'S
LOCKER
ROOM
101
MEN'SLOCKER MEN'S LOCKER
ROOM
102
HALL
103
WWWWOOOOMMMMEEEENNNN''''SSSS
RESTROOM
104
MMMMEEEENNNN''''SSSS
RESTROOM
106
WOMEN'S
SYSTEMNOTES SYSTEM NOTES--ROOFS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
R2 NEW PEMB METAL ROOF PANEL, MATCH EXISTING
ROOF GENERAL NOTES
1. VERIFY ALL EXISTING ROOF ASSEMBLIES AND CONDITIONS AS
REQUIRED
2. VERIFY & COORDINATE ALL DIMENSIONS WITH EXISTING
CONDITIONS.
3. NOTIFY ARCHITECT IMMEDIATELY WITH ANY DISCREPENCIES
REGARDING THE CONTRACT DOCUMENTS.
R1 EXISTING PEMB METAL ROOF PANEL, TO REMAIN
4
3
2
Z A B C D E
R1
R2
2' - 0" ±
R1
R1 R1
2' - 0" ±
CONSTRUCTION
NEW
CONSTRUCTION
EXISTING
MATCH
EXISTING TYP.
R2
1
5.01
5.01
PFM EAVE
MATCH
EXISTING
2.01
8.02
26.01
26.01
7.03
7.03
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
SYSTEMNOTES SYSTEM NOTES--ROOFS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
R2 NEW PEMB METAL ROOF PANEL, MATCH EXISTING
ROOF GENERAL NOTES
1. VERIFY ALL EXISTING ROOF ASSEMBLIES AND CONDITIONS AS
REQUIRED
2. VERIFY & COORDINATE ALL DIMENSIONS WITH EXISTING
CONDITIONS.
3. NOTIFY ARCHITECT IMMEDIATELY WITH ANY DISCREPENCIES
REGARDING THE CONTRACT DOCUMENTS.
R1 EXISTING PEMB METAL ROOF PANEL, TO REMAIN
MAIN FLOOR
100' - 0"
4
2 3
W1
1 R1
EX. MEZZANINE
23.08
23.08
MAIN FLOOR
100' - 0"
E D C B A Z
R1 R1 R2
R1
R1
W2
3.01
4.01
5.01
5.01
5.01
5.01 5.01
7.03 7.01
23.04
MAIN FLOOR
100' - 0"
Z A B C D E
W2
F.V.
MATCH EXISTING
110' - 10 1/2"±
7.03
26.02
26.01
MAIN FLOOR
100' - 0"
4
W2
R1
R2
110' - 10 1/2"
F.V.
MATCH EXISTING
±
1
2.9 2.1
SYN. STONE VENEER
HORIZONTAL LAP SIDING
PEMB. P.F.M. ROOFING
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A5.2
EXTERIOR RENDERINGS
12.22.16
SJS
BKT/AR
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
A5.2
2 SOUTH-EAST
A5.2
1 NORTH-EAST
A5.2
3 SOUTH-WEST
A5.2
4 NORTH-WEST
W D
SYSTEMNOTES SYSTEM NOTES--CCCCEEEEIIIILLLLIIIINNNNGGGGSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
C2 EXISTING STEEL STRUCTURE AND INSULATION, TO REMAIN
C3
C4
EXISTING GYPSUM BOARD CEILING, TO REMAIN
CEILING GENERAL NOTES
1. VERIFY ALL EXISTING CEILING ASSEMBLIES AND CONDITIONS
WHERE NECESSARY
2. ALL CEILINGS TO BE C4 UNLESS OTHERWISE NOTED
3. REFERENCE INTERIOR ELEVATIONS FOR SOFFIT LOCATIONS
ABOVE CASEWORK
4. COORDINATE EXISTING LITE TUBES
C1 EXISTING EXPOSED PEMB STEEL STRUCTURE AND PRE-
FINISHED METAL LINER PANEL INTERIOR
EXISTING SUSPENDED ACOUSTICAL TILE CEILING, TO REMAIN
C5 NEW SUSPENDED ACOUSTICAL TILE 'SECOND LOOK' 2X4
S1
S2 NEW PRE-FINISHED METAL SOFFIT, MATCH EXISTING
EXISTING SOFFIT, TO REMAIN
C6 NEW 1/2" GYP. BD (PTD) CEILING, (M.R. 2X4 SUSP. GRID AT
WET LOCATIONS), MATCH EXISTING
C7 NEW EXPOSED PEMB STEEL STRUCTURE - MATCH EXISTING
SYSTEMNOTES SYSTEM NOTES--WWWWAAAALLLLLLLLSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
W1 EXISTING PEMB METAL BUILDING CONSTRUCTION, YO
REMAIN
W2 NEW PEMB METAL BUILDING CONSTRUCTION, EXTERIOR
HORIZONTAL LAP SIDING (MATCH EXISTING) OVER
PRE-FINISHED METAL PANEL SIDING ON METAL GIRT
FRAMING WITH 9" (R-30) VINYL BATT INSULATION AND
PRE-FINISHED METAL LINER PANEL INTERIOR FINISH,
(FULL-HEIGHT) (S.S. VENEER WAINSCOT)
W3 EXISTING INTERIOR PARTITION FRAMING, TO REMAIN
W4 NEW 3 5/8" METAL STUD WALLS WITH 5/8" GYPSUM
BOARD AND SOUND BATT INSULATION (R-13),
(MOISTURE-TREATED GYP. BD. AT WET WALL
LOCATIONS)
W5 6" METAL STUD WALLS WITH 6" (R-19) BATT INSULATION
AND P.F. METAL LINER PANEL FINISH, (FULL-HEIGHT)
W6 ONE HR. FIRE RATED WALL
GENERAL WALL NOTES
1. PROVIDE DOUBLE 20 GA. STUDS (MIN.) AT ALL DOOR JAMBS
2. ALL DIMENSIONS ARE TO GRID LINES, FACE OF STUDS OR
MASONRY WALL UNLESS OTHERWISE NOTED
3. EXTEND GYPSUM BOARD ON WALLS TO 2" ABOVE ALL
ADJACENT CEILINGS AND TO UNDERSIDE OF GYPSUM CEILINGS
UNLESS OTHERWISE NOTED
4. PROVIDE GYPSUM CONTROL JOINTS IN WALLS OVER 25' IN
LENGTH
SYSTEMNOTES SYSTEM NOTES--FLOORS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
F2
F1 5" REINFORCED CONCRETE SLAB ON 4" GRAVEL BASE
EXISTING CONCRETE SLAB TO REMAIN
P2 6" REINFORCED CONCRETE PAVEMENT ON COMPACTED
SOILS, (REF: GEO-TECH.)
P1 EXISTING ASPHALT PAVEMENT, TO REMAIN (PATCH AND
REPLACE AS NEEDED)
A6.2
7
6
9
8
A6.2
12
10
13 11
WOMEN'S
LOCKER
ROOM
101
HALL
103
W4 W1
17' - 5 15/16"
MEN'S LOCKER
ROOM
102
HALL
103
W1
W4
W3
W3
UP
EXISTING STAIR
EX. WALL
W3 EX. WALL
W3
4' - 4 1/2"
W3
NEW COLUMN
(TYP.)
(REF: STR'L)
10.2
10.2
10.2 10.2
3
3
14' - 10 5/16"
5.04
NORTH
EXISTING
COLUMN
EXISTING
COLUMN
11' - 4 5/8" 6' - 6"
HC
LOWER
HC
LOWER
HC
LOWER
HC
LOWER
HC
LOWER
HC
A6.3
25
26 24
23
A6.3
17
18 16
15
106
107 105
104
WOMEN'S
RESTROOM
104
MEN'S
RESTROOM
106
WOMEN'S
SHOWER
105
MEN'S
SHOWER
107
W4
W4
A6.3
19
A6.3
27
28
29
22 20 30
21
1
9
9
FD
FD
9
22.06 22.06
SS 4" BS
1
2
SS
4" BS 3
3
13
14
23
23
23
24
24
25 25
OBSCURE FILM
OVER GLAZING
FD FD
W1
W1
W3
SYSTEMNOTES SYSTEM NOTES--ROOFS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
R2 NEW PEMB METAL ROOF PANEL, MATCH EXISTING
ROOF GENERAL NOTES
1. VERIFY ALL EXISTING ROOF ASSEMBLIES AND CONDITIONS AS
REQUIRED
2. VERIFY & COORDINATE ALL DIMENSIONS WITH EXISTING
CONDITIONS.
3. NOTIFY ARCHITECT IMMEDIATELY WITH ANY DISCREPENCIES
REGARDING THE CONTRACT DOCUMENTS.
R1 EXISTING PEMB METAL ROOF PANEL, TO REMAIN
SYSTEMNOTES SYSTEM NOTES--CCCCEEEEIIIILLLLIIIINNNNGGGGSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
C2 EXISTING STEEL STRUCTURE AND INSULATION, TO REMAIN
C3
C4
EXISTING GYPSUM BOARD CEILING, TO REMAIN
CEILING GENERAL NOTES
1. VERIFY ALL EXISTING CEILING ASSEMBLIES AND CONDITIONS
WHERE NECESSARY
2. ALL CEILINGS TO BE C4 UNLESS OTHERWISE NOTED
3. REFERENCE INTERIOR ELEVATIONS FOR SOFFIT LOCATIONS
ABOVE CASEWORK
4. COORDINATE EXISTING LITE TUBES
C1 EXISTING EXPOSED PEMB STEEL STRUCTURE AND PRE-
FINISHED METAL LINER PANEL INTERIOR
EXISTING SUSPENDED ACOUSTICAL TILE CEILING, TO REMAIN
C5 NEW SUSPENDED ACOUSTICAL TILE 'SECOND LOOK' 2X4
S1
S2 NEW PRE-FINISHED METAL SOFFIT, MATCH EXISTING
EXISTING SOFFIT, TO REMAIN
C6 NEW 1/2" GYP. BD (PTD) CEILING, (M.R. 2X4 SUSP. GRID AT
WET LOCATIONS), MATCH EXISTING
C7 NEW EXPOSED PEMB STEEL STRUCTURE - MATCH EXISTING
SYSTEMNOTES SYSTEM NOTES--WWWWAAAALLLLLLLLSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
W1 EXISTING PEMB METAL BUILDING CONSTRUCTION, YO
REMAIN
W2 NEW PEMB METAL BUILDING CONSTRUCTION, EXTERIOR
HORIZONTAL LAP SIDING (MATCH EXISTING) OVER
PRE-FINISHED METAL PANEL SIDING ON METAL GIRT
FRAMING WITH 9" (R-30) VINYL BATT INSULATION AND
PRE-FINISHED METAL LINER PANEL INTERIOR FINISH,
(FULL-HEIGHT) (S.S. VENEER WAINSCOT)
W3 EXISTING INTERIOR PARTITION FRAMING, TO REMAIN
W4 NEW 3 5/8" METAL STUD WALLS WITH 5/8" GYPSUM
BOARD AND SOUND BATT INSULATION (R-13),
(MOISTURE-TREATED GYP. BD. AT WET WALL
LOCATIONS)
W5 6" METAL STUD WALLS WITH 6" (R-19) BATT INSULATION
AND P.F. METAL LINER PANEL FINISH, (FULL-HEIGHT)
W6 ONE HR. FIRE RATED WALL
GENERAL WALL NOTES
1. PROVIDE DOUBLE 20 GA. STUDS (MIN.) AT ALL DOOR JAMBS
2. ALL DIMENSIONS ARE TO GRID LINES, FACE OF STUDS OR
MASONRY WALL UNLESS OTHERWISE NOTED
3. EXTEND GYPSUM BOARD ON WALLS TO 2" ABOVE ALL
ADJACENT CEILINGS AND TO UNDERSIDE OF GYPSUM CEILINGS
UNLESS OTHERWISE NOTED
4. PROVIDE GYPSUM CONTROL JOINTS IN WALLS OVER 25' IN
REF. SCHED.
3' - 0"
WINDOW
DESCRIPTION
EA
7' - 0"
4' - 0"
AAAA
EXTERIOR
METAL/GLASS
DOOR
AAAA
INTERIOR
DOOR
BBBB
OVERHEAD
DOOR
(MATCH EXISTING)
EEEE
EXTERIOR
METAL DOOR
CCCC
TEMPERED
GLAZING
INSULATED INSULATED
COILING
OVERHEAD
DOOR
DDDD
DOORSETS DOOR HARDWARE SETS
1STORAGE 1 STORAGE
STANDARD HINGES
LATCHSET
SURFACE CLOSER
DOOR STOP
GASKETING
FIRE RATED
2LOCK 2 BATH PRIVACY LOCK
STANDARD HINGES
PRIVACY LOCK
KICK PLATE
DOOR STOP
DOOR SILENCERS
3LOCK 3 EXIT LOCK
STANDARD HINGES
PANIC HARDWARE
SURFACE CLOSER
DOOR STOP
THRESHOLD
GASKETING
SCHLAGE, GRADE 2 HARDWARE SETS
COORDINATE ALL KEYING & SECURITY WITH OWNER
4OFFICE 4 OFFICE
STANDARD HINGES
LOCKSET
DOOR STOP
DOOR SILENCERS
DOORNOTES DOOR SCHEDULE GENERAL NOTES:
1. ALL WOOD DOORS ARE TO BE SOLID CORE.
2. DOOR HARDWARE FINISH, OPERATION /
W D
UP
WASH BAY
M115
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M113
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M112
MEZZANINE
ABOVE
MEZZANINE
ABOVE
DW
REF.
MW
HALL
104
IT/T
M114
BREAKROOM
M101
WOMEN'S
LOCKER
ROOM
101
MEN'SLOCKER MEN'S LOCKER
ROOM
102
HALL
103
WWWWOOOOMMMMEEEENNNN''''SSSS
RESTROOM
104
MMMMEEEENNNN''''SSSS
RESTROOM
106
WOMEN'S
SHOWER
105
MMMMEEEENNNN''''SSSS
SHOWER
107
TOOL CRIB
108
SHOP
109
6.03
6.03
6.03 6.03
AIR
111
JANITOR
M102
STAIR
M111
22.07
*
400 S.F.
W D
UP
REF.
4
3
2
A B C D E
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M113
STAIR
M111
WASH BAY
M115
IT/T
M114
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M112
MEN
M106.
WOMEN
LOCKER ROOM
M104.
WOMENS
SHOWER
M105.
MEN SHOWER
M108.
MEN LOCKER
ROOM
M107.
PARTS AND
TOOLS
M110.
SHOP
M109.
BREAKROOM
M101
WOMEN
M103.
(FIELD VERIFY)
110' - 0" ±
JANITOR
M102
D1
D1
D1
D1
D1
D1
D1
D1
D7
D7
D7
D7
D7
1
60' - 0" 16' - 0 1/2"
W D
REF.
UP
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M113
STAIR
M111
WASH BAY
M115
IT/T
M114
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M112
MEN
M106.
WOMEN
LOCKER ROOM
M104.
WOMENS
SHOWER
M105.
MEN SHOWER
M108.
MEN LOCKER
ROOM
M107.
PARTS AND
TOOLS
M110.
SHOP
M109.
BREAKROOM
M101
WOMEN
M103.
JANITOR
M102
1
2
3
4 5
6
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
W D
REF.
UP
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M113
STAIR
M111
WASH BAY
M115
IT/T
M114
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M112
MEN
M106.
WOMEN
LOCKER ROOM
M104.
WOMENS
SHOWER
M105.
MEN SHOWER
M108.
MEN LOCKER
ROOM
M107.
PARTS AND
TOOLS
M110.
SHOP
M109.
BREAKROOM
M101
WOMEN
M103.
JANITOR
7 M102
8
9
10
11
12
13
& 14
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
W D
REF.
UP
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M113
STAIR
M111
WASH BAY
M115
IT/T
M114
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M112
MEN
M106.
WOMEN
LOCKER ROOM
M104.
WOMENS
SHOWER
M105.
MEN SHOWER
M108.
MEN LOCKER
ROOM
M107.
PARTS AND
TOOLS
M110.
SHOP
M109.
BREAKROOM
M101
WOMEN
M103.
JANITOR
16 M102
17
18
19
20
21 & 22
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
W D
REF.
UP
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M113
STAIR
M111
WASH BAY
M115
IT/T
M114
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M112
MEN
M106.
WOMEN
LOCKER ROOM
M104.
WOMENS
SHOWER
M105.
MEN SHOWER
M108.
MEN LOCKER
ROOM
M107.
PARTS AND
TOOLS
M110.
SHOP
M109.
BREAKROOM
M101
WOMEN
M103.
JANITOR
M102
22
23
24
25 26
27
28
29
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
W D
REF.
UP
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M113
STAIR
M111
WASH BAY
M115
IT/T
M114
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M112
MEN
M106.
WOMEN
LOCKER ROOM
M104.
WOMENS
SHOWER
M105.
MEN SHOWER
M108.
MEN LOCKER
ROOM
M107.
PARTS AND
TOOLS
M110.
SHOP
M109.
BREAKROOM
M101
WOMEN
M103.
JANITOR
M102
30
31
32
33
34
35
37
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
Z A
A
A
4
3
2
1
20'-0"
20'-0" 20'-0" 20'-0"
60'-0"
20'-0"
1'-1"
17'-10"
1'-1"
1'-1"
17'-10"
1'-1"
UP
W D
C D
A A A A
A
A
A A
7'-63
17'-2 4"
1
8"
19'-6" 15'-6"
11'-10"
FOUNDATION PLAN
MAN DOOR
BLOCKOUT,
VERIFY (TYP.)
PARTIAL FOUNDATION
PLAN AT EXPANSION
SCALE 1/4" = 1'-0"
6" THICK CONCRETE SLAB
WITH MAT OF #4 REBAR @
18" O.C. EACH WAY
B
S2
CONCRETE PAD FOOTING SCHEDULE
ALL PADS TO BEAR UPON NATIVE
SOILS.
PAD SIZE
#4 BARS @ 12"
ON-CENTER EACH
WAY. 31
2" FROM
BOTTOM OF PAD.
REBAR NOTES
F-26 26"SQ.x12"D
F-32 32"SQ.x12"D
F-54 54"SQ.x12"D
F-60 60"SQ.x12"D
NOTE: ALL DIMENSIONS INDICATED ON THIS
DRAWING SHALL BE COORDINATED AND
VERIFIED WITH THE FINAL DRAWINGS
APPROVED FOR CONSTRUCTION PROVIDED
1'-73
8"
2'-6"
1'-8"
3"
MIN.
B
S2
1. Soil Parameters
Soils criteria:
Max.
2. Materials:
This plan is based upon the following material properties:
3. Soils Observation:
4. Slabs-on-grade:
5. Backfill:
7. Limitations:
General Notes:
It is the contractors/owners responsibility to verify and coordinate all dimensions prior to construction. This foundation plan is based on
the contractor/owner furnished plans and the above referenced specifications. Any discrepancies or changes should be brought to the
attention of the engineer.
We require an open-hole observation be performed by a representative of a qualified geotechnical engineer. Open-hole observations are
to verify that the soil conditions are consistent with those described in the original soils report. Soils conditions inconsistent with the soils
report may require additional evaluation or a foundation redesign, and should be brought to the attention of the foundation engineer. All
footings, pads, shall be a minimum of 30" (in) below grade, or per local code, and should bear upon undisturbed native soils or structural
fill acceptable to the geotechnical engineer. All other recommendations contained in the soils report pertaining to backfill, drainage, etc.
should be incorporated into the design of this project.
Reinforcing shall be deformed grade 60 steel unless noted otherwise (U.N.O.) on the plan and shall
conform to ASTM A615. Minimum concrete cover shall be 2" (in) U.N.O. on the plan. Overlaps shall be 40
bar diameters but not less than 24" (in). Detail reinforcing bars in accordance to the ACI detailing manual
and ACI code, latest edition. All foundation wall reinforcement should be wired in place. Slab and footing
reinforcement shall utilize chairs or other acceptable methods to achieve the required cross section
location.
Anchor Bolts:
Reinforcing:
Concrete:
We recommend foundation walls not be backfilled for a minimum of eight days after placement of concrete. We recommend imported
granular (non-expansive) structural fill be used for backfilling around all foundation walls and beneath all slab-on-grade areas for sites
where expansive soils are prevalent. Backfill should be adequately compacted and graded to provide adequate drainage away from the
foundation. Backfill adjacent to the foundation may settle over time. The backfill must be monitored and maintained to provide adequate
drainage away from the foundation.
6. Drainage:
Adequate drainage shall be provided around the structure. This drainage should be monitored and maintained throughout the
life of the structure.
Foundation anchor bolts shall conform to ASTM F1554, GR 36. Provide 16" embedment for 3
4" dia bolts.
Provide 6" embedment for 1
2" dia bolts (cast in place or expansion). Verify anchor bolts with metal building
mfr.
Concrete shall contain Type II cement, 6%+/-1% air entrainment, and a minimum 28 day compressive strength of
4000 psi for structural concrete, 3500 psi for interior slabs on grade, and 4500 psi exterior slabs on grade.
3,000 PSF
Slabs-on-grade should be isolated from grade beams, columns, plumbing, or other support structures by use of 1
2"(in) minimum isolation
joint material. Exterior slabs-on-grade should not be doweled to the foundation unless specifically noted otherwise on plans.
Steel: Steel beams shall be ASTM or A992 steel (fy=50 ksi). Steel columns shall conform to ASTM A500
(fy=46 ksi). Steel channels shall conform to ASTM A36 (fy=36ksi). Steel plates shall be ASTM A36
steel. HSS steel sections (hollow structural steel) shall be ASTM A500, grade B. Miscellaneous bolts
shall be ASTM A307, grade A. All nuts shall be ASTM A563. all washers shall be ASTM F436. All
welds shall be prequalified fillet welds, as defined by ANSI/AWX D1.1, orD1.3, latest edition. All
1'-73
8"
2'-6"
1'-8"
3"
MIN.
B
S2
1. Soil Parameters
Soils criteria:
Max.
2. Materials:
This plan is based upon the following material properties:
3. Soils Observation:
4. Slabs-on-grade:
5. Backfill:
7. Limitations:
General Notes:
It is the contractors/owners responsibility to verify and coordinate all dimensions prior to construction. This foundation plan is based on
the contractor/owner furnished plans and the above referenced specifications. Any discrepancies or changes should be brought to the
attention of the engineer.
We require an open-hole observation be performed by a representative of a qualified geotechnical engineer. Open-hole observations are
to verify that the soil conditions are consistent with those described in the original soils report. Soils conditions inconsistent with the soils
report may require additional evaluation or a foundation redesign, and should be brought to the attention of the foundation engineer. All
footings, pads, shall be a minimum of 30" (in) below grade, or per local code, and should bear upon undisturbed native soils or structural
fill acceptable to the geotechnical engineer. All other recommendations contained in the soils report pertaining to backfill, drainage, etc.
should be incorporated into the design of this project.
Reinforcing shall be deformed grade 60 steel unless noted otherwise (U.N.O.) on the plan and shall
conform to ASTM A615. Minimum concrete cover shall be 2" (in) U.N.O. on the plan. Overlaps shall be 40
bar diameters but not less than 24" (in). Detail reinforcing bars in accordance to the ACI detailing manual
and ACI code, latest edition. All foundation wall reinforcement should be wired in place. Slab and footing
reinforcement shall utilize chairs or other acceptable methods to achieve the required cross section
location.
Anchor Bolts:
Reinforcing:
Concrete:
We recommend foundation walls not be backfilled for a minimum of eight days after placement of concrete. We recommend imported
granular (non-expansive) structural fill be used for backfilling around all foundation walls and beneath all slab-on-grade areas for sites
where expansive soils are prevalent. Backfill should be adequately compacted and graded to provide adequate drainage away from the
foundation. Backfill adjacent to the foundation may settle over time. The backfill must be monitored and maintained to provide adequate
drainage away from the foundation.
6. Drainage:
Adequate drainage shall be provided around the structure. This drainage should be monitored and maintained throughout the
life of the structure.
Foundation anchor bolts shall conform to ASTM F1554, GR 36. Provide 16" embedment for
3
4" dia bolts.
Provide 6" embedment for 1
2" dia bolts (cast in place or expansion). Verify anchor bolts with metal building
mfr.
Concrete shall contain Type II cement, 6%+/-1% air entrainment, and a minimum 28 day compressive strength of
4000 psi for structural concrete, 3500 psi for interior slabs on grade, and 4500 psi exterior slabs on grade.
3,000 PSF
Slabs-on-grade should be isolated from grade beams, columns, plumbing, or other support structures by use of 1
2"(in) minimum isolation
joint material. Exterior slabs-on-grade should not be doweled to the foundation unless specifically noted otherwise on plans.
Steel: Steel beams shall be ASTM or A992 steel (fy=50 ksi). Steel columns shall conform to ASTM A500
(fy=46 ksi). Steel channels shall conform to ASTM A36 (fy=36ksi). Steel plates shall be ASTM A36
steel. HSS steel sections (hollow structural steel) shall be ASTM A500, grade B. Miscellaneous bolts
shall be ASTM A307, grade A. All nuts shall be ASTM A563. all washers shall be ASTM F436. All
FEEDER SCHEDULE
NOTES, SCHEDULES &
ONE-LINE DIAGRAM
E0.1
DEVICE MOUNTING HEIGHT DETAIL
SWITCHES
LEGEND
OUTLETS
DESIGNATIONS
CIRCUITRY and RACEWAYS SOUND and SIGNAL
CONTROL
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
11.17.16
LNS/CW
LNS
16074
NIX FARM NATURAL AREA
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREA
UP
W D
% &
< #
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
11.17.16
LNS/CW
LNS
16074
NIX FARM NATURAL AREA
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREA
E2.1
LIGHTING PLANS
UP
< # $ % & '
GENERAL LIGHTING NOTES:
UP
W D
% &
< #
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
11.17.16
LNS/CW
LNS
16074
NIX FARM NATURAL AREA
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREA
E3.1
POWER PLANS
UP
< # $ % & '
GENERAL POWER NOTES:
OWNER
CIVIL ENGINEER
CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL RD.
FORT COLLINS, CO, 80524
970-416-2400
INDEX OF SHEETS
NIX FARM NATURAL AREAS FACILITY
INTERWEST CONSULTING GROUP
1218 W ASH ST.
WINDSOR, CO 80550
970-674-3300
SURVEYOR
KING SURVEYORS, INC.
650 E GARDEN DR
WINDSOR, CO 80550
970-686-5011
OWNERSHIPCERTIFICATION OWNERSHIP CERTIFICATION
THE UNDERSIGNED HERBY CERTIFIES THAT THE CITY OF CORT COLLINS IS THE
LAWFUL OWNER OF REAL PROPERTY DESCRIBED ON THE SITE PLAN AND DOES
HERBY CERTIFY THAT THE CITY OF FORT COLLINS ACCEPTS THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THE SAID SITE PLAN.
CITY OF FORT COLLINS
BY:______________________________________
CITY MANAGER
APPROVED TO FORM OF CERTIFICATION
BY:______________________________________
CITY ATTORNEY
ATTEST
BY:______________________________________
CITY CLERK
THE FOREGOING INSTRUMENT WAS ACKNOWLEDFED BEFORE ME THIS
____________ DAY OF ______________________ BY
________________________ AS ______________________________ AND
________________________ AS ______________________________
MY OMMISSION EXPIRES:________________________________
WITNESS MY HAND AND OFFICIAL SEAL
___________________________________________________________
NOTARY PUBLIC
___________________________________________________________
ADDRESS
DIRECTOR OF CURRENT PLANNING
APPROVED BY THE DIRECTOR OF CURRENT PLANNING OF THE CITY OF FORT
COLLINS COLORADO ON THE ________ DAY OF __________________ A.D. _________
___________________________________________________________
DIRECTOR OF PLANNING
BEING PART OF THE EAST ONE - HALF SECTION 18, TOWNSHIP 7 NORTH,
RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF
LARIMER, STATE OF COLORADO.
NO SCALE
SHEET NO SHEET NAME
E1.1 SITE PHOTOMETRICS
L.1 PLANT LIST & PLANTING
NOTES
L.2 PLANTING DETAILS /
LANDSCAPE DETAILS
L.3 TREE REMOVAL,
PROTECTION AND
MITIGATION PLAN
L.4 LANDSCAPE PLAN
FORT COLLINS, COLORADO
160 PALMER DRIVE
(970) 207-0424
FORT COLLINS, CO. 80525
NIX FARM NATURAL AREAS FACILITY
PL1.0
INTERIM CONDITION SITE PLAN
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
MAJOR AMENDMENT
LLLLEEEEGGGGEEEENNNNDDDD
HANDICAP PARKING STALL
RAMP
BIKE RACK
LIGHT POLE
ELECTRIC POLE
TELEPHONE PAD
INTERIM CONDITION SITE PLAN
0' 30' 60' 120'
NORTH
01.18.17
03.29.17
VICINITY MAP
NOTSCALE NOT TO SCALE
LEGALDESCRIPTION LEGAL DESCRIPTION
NORTH
BEING PART OF THE EAST ONE - HALF SECTION 18, TOWNSHIP 7 NORTH, RANGE 68
WEST OF THE 6TH P.M. , CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF
COLORADO.
GENERALNOTES GENERAL NOTES
1. ALL NEW SITE AND BUILDING LIGHTING SHALL CONFORM TO STANDARDS TO INCLUDE
FULL CUT-OFF LAMPS. ALL EXTERIOR LIGHTING WILL BE DOWN DIRECTIONAL &
DESIGNED FOR NO "OFF-SITE" TRESPASS.
2. FIRE HYDRANTS TO MEET OR EXCEED FIRE AUTHORITY STANDARDS. BUILDINGS WILL
BE PROVIDED WITH AN APPROVED FIRE EXTINGUISHING SYSTEM AS REQUIRED BY
LOCAL FIRE CODES.
3. REFER TO CIVIL ENGINEERING PLANS FOR LOCATION OF UTILITIES, DRAINAGE,
EASEMENTS, AND SIDEWALKS.
4. SIDEWALKS AND RAMPS WILL CONFORM TO ANSI STANDARDS
5. ALL SIGNAGE SHALL COMPLY WITH TOWN SIGN CODE AND APPROVED BY
SEPARATE PERMIT.
6. ALTERNATIVE COMPLIANCE HAS BEEN PROVIDED FOR FLEET VEHICLE PARKING,
SERVICES, STAFF MAINTENANCE/SHOP & TRASH SCREENING AREAS. 6' FENCING AND
EXTENSIVE LANDSCAPE BUFFER PLANTINGS HAVE BEEN DESIGNED AND WILL EXCEED
REQUIRED MINIMUMS.
LANDSTATISTICS LAND USE STATISTICS
SITE
BUILDING COVERAGE
CONCRETE / HARDSCAPE
OPEN / LANDSCAPE
NIXFACILITY NIX FARM NATURAL AREAS FACILITY
PROPOSED SQ. FT.
1,197,020 SQ. FT.
22,769 SQ. FT.
104,282 SQ. FT.
1,069,969 SQ. FT.
%LOT % OF LOT
100%
FORT COLLINS, COLORADO
160 PALMER DRIVE
(970) 207-0424
FORT COLLINS, CO. 80525
NIX FARM NATURAL AREAS FACILITY
PL1.1
FUTURE EXPANSION PLAN
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
MAJOR AMENDMENT
FUTURE EXPANSION PLAN
1" - 30' - 0"
0' 30' 60' 120'
NORTH
VICINITY MAP
NOTSCALE NOT TO SCALE
NORTH
LANDSTATISTICS LAND USE STATISTICS
SITE
BUILDING COVERAGE
CONCRETE / HARDSCAPE
OPEN / LANDSCAPE
PROPOSED SQ. FT.
1,197,020 SQ. FT.
39,569 SQ. FT.
119,043 SQ. FT.
1,038,408 SQ. FT.
%LOT % OF LOT
100%
3%
10%
87%
01.18.17
03.29.17
LLLLEEEEGGGGEEEENNNNDDDD
HANDICAP PARKING STALL
RAMP
BIKE RACK
LIGHT POLE
ELECTRIC POLE
TELEPHONE PAD
LEGALDESCRIPTION LEGAL DESCRIPTION
BEING PART OF THE EAST ONE - HALF SECTION 18, TOWNSHIP 7 NORTH, RANGE 68
WEST OF THE 6TH P.M. , CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF
COLORADO.
GENERALNOTES GENERAL NOTES
1. ALL NEW SITE AND BUILDING LIGHTING SHALL CONFORM TO STANDARDS TO INCLUDE
FULL CUT-OFF LAMPS. ALL EXTERIOR LIGHTING WILL BE DOWN DIRECTIONAL &
DESIGNED FOR NO "OFF-SITE" TRESPASS.
2. FIRE HYDRANTS TO MEET OR EXCEED FIRE AUTHORITY STANDARDS. BUILDINGS WILL
BE PROVIDED WITH AN APPROVED FIRE EXTINGUISHING SYSTEM AS REQUIRED BY
LOCAL FIRE CODES.
3. REFER TO CIVIL ENGINEERING PLANS FOR LOCATION OF UTILITIES, DRAINAGE,
EASEMENTS, AND SIDEWALKS.
4. SIDEWALKS AND RAMPS WILL CONFORM TO ANSI STANDARDS
5. ALL SIGNAGE SHALL COMPLY WITH TOWN SIGN CODE AND APPROVED BY SEPARATE
PERMIT.
EXISTING ZONING: P-O-L PUBLIC OPEN LANDS
W2
W1 W1
R1
R1 R1 R2
R1
R1
W2
W1
25' - 0"
W2
R1
R2
FORT COLLINS, COLORADO
160 PALMER DRIVE
(970) 207-0424
FORT COLLINS, CO. 80525
NIX FARM NATURAL AREAS FACILITY
PL2.1
ELEVATIONS & PERSPECTIVES
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
MAINTENANCE FACILITY
NORTHWEST PERSPECTIVE
R1- EXISTING PRE-FINISHED WHITE METAL ROOF
R2- PRE-FINISHED WHITE METAL ROOF (MATCH EXISTING)
W1- EXISTING WHITE HORIZONTAL LAP SIDING WITH STONE VENEER
W2- WHITE HORIZONTAL LAP SIDING WITH STONE VENEER (MATCH EXISTING)
MATERIALS LEGEND
SOUTHWEST PERSPECTIVE
1/8" = 1'-0"
SOUTH ELEVATION
1/8" = 1'-0"
EAST ELEVATION
1/8" = 1'-0"
NORTH ELEVATION
1/8" = 1'-0"
WEST ELEVATION
EXISTING CONSTRUCTION NEW CONSTRUCTION
NEW CONSTRUCTION EXISTING CONSTRUCTION EXISTING STRUCTURE
NEW ADDITION
2
PL1.2
1
PL1.2
3
PL1.2
4
PL1.2
6
PL1.2
5
PL1.2
01.18.17
.
16' - 0" ±
W1
R1
W3
W1
R1
30"H TRANSOM WINDOW
INSULATED
GLAZING/METAL
GARAGE DOOR
W3
30"H TRANSOM WINDOW
W1
MECHANICAL LOUVER
R1
W3
TEXTURED TAN WAINSCOT ACCENT
W1
R1
W3
FORT COLLINS, COLORADO
160 PALMER DRIVE
steve@architecturewestllc.com
(970) 207-0424
FORT COLLINS, CO. 80525
NIX FARM NATURAL AREAS FACILITY
PL2.1
ELEVATIONS & PERSPECTIVES
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD,
FORT COLLINS, COLORADO 80524
NEW VEHICLE STORAGE
R1- PRE-FINISHED STANDING SEAM METAL ROOF- WHITE
W1- PRE-FINISHED INSULATED METAL WALL PANELS- OFF WHITE
W3- TEXTURED PRE-FINISHED INSULATED METAL WALL PANELS- TAN
MATERIALS LEGEND
1/8" = 1'-0"
EAST ELEVATION
1/8" = 1'-0"
NORTH ELEVATION
1/8" = 1'-0"
SOUTH ELEVATION
1/8" = 1'-0"
WEST ELEVATION
SOUTHEAST PERSPECTIVE
NORTHWEST PERSPECTIIVE
P.V.
1
PL1.1
2
PL1.1
3
PL1.1
4
PL1.1
5
PL1.1
6
10
14
+4
EXISTING
OFFICE
'B'
60'
20' 90'
50'
50'
100'
PHASE 1
PHASE 1 REMODEL
PHASE 1
60'
WATER QUALITY POND
40'
+9
FUTURE
CNG
EQUIPMENT
EXISTING
FUEL
STORAGE
PROPOSED
FUEL
STORAGE
EXISTING
STORAGE
EXISTING
MAINTENANCE
YARD
PROPOSED
ASPHALT
PROPOSED
ASPHALT
EXFIESNTCINEG
AND
GATE
TO
REMAIN
STORAGE
FENCING
AND
GATE
COVERED 3
BIKE
RACKS
5
BIKE
RACKS
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
DATE OF PREPARATION : OCTOBER 18, 2016
L.1
REVISIONS: DEC. 1, 2016; DEC. 22, 2016, FEB. 23, 2017; MARCH 3, 2017 SHEET
MAJOR AMENDMENT 2016
PLANT LIST AND PLANTING NOTES
NIX FARM NATURAL AREAS FACILITY
2156 Meander Road
Windsor, CO 80550
voice: 970.214.6314
torreydesignstudio@comcast.net
TORREY DESIGN STUDIO, LLC
PLANT LIST
CITY OF FORT COLLINS, COLORADO
11. WHEN ROOT CUTTING IS NECESSARY, THE CUTS SHOULD BE MADE USING A
10. AVOID CUTTING SURFACE ROOTS WHEREVER POSSIBLE. GRADING, SIDEWALKS
SHARP SAW OR APPROPRIATE TOOL SO THAT EXTRA ROOT TISSUE IS NOT
AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID ROOT
GENERAL LANDSCAPE NOTES
TREE PROTECTION NOTES
1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY
NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS
NOTED ON THESE PLANS FOR REMOVAL.
2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO
CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR
FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.
3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT
COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE
PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS
ARBORIST LICENSE WHERE REQUIRED BY CODE.
4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND
ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE
FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-
POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF
THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR
MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED
TREE PROTECTION ZONE.
5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL
PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND
DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT,
CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A
TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO
ANY PROTECTED TREE.
7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED
FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND
UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING
PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3)
ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A
MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-
TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.
8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND
FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE
ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED
EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE
AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK)
AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE
CHART BELOW:
9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD
NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES
ENSURING NO ACTIVE NESTS IN THE AREA.
PLANTING DETAILS
DATE OF PREPARATION : OCTOBER 18, 2016
L.2
REVISIONS: DECEMBER 1, 2016; DECEMBER 22, 2016; MARCH 3, 2017 SHEET
2156 Meander Road
Windsor, CO 80550
voice: 970.214.6314
torreydesignstudio@comcast.net
TORREY DESIGN STUDIO, LLC
MAJOR AMENDMENT 2016
PLANTING DETAILS / LANSCAPE DETAILS
NIX FARM NATURAL AREAS FACILITY
CITY OF FORT COLLINS, COLORADO
SEED MIX 1: NATIVE SHORT GRASS PRAIRIE
6. PROVIDE SOIL PREPARATION AND AMENDMENT PER PLANTING NOTES.
COMMON NAME BOTANICAL NAME APPLICATION RATE
2. FINE GRADING SHALL MAINTAIN POSITIVE DRAINAGE IN ORDER TO
PREVENT PONDING; PROVIDE SMOOTH, WELL-CONTOURED SURFACE
1. PRIOR TO SEEDING REMOVE WEEDS, DEBRIS AND ROCKS LARGER
5. MULCH SEEDED AREAS WITHIN 24 HOURS AFTER SEEDING.
NOT ACCESSIBLE TO A DRILL, HAND BROADCAST AT DOUBLE THE
3. DRILL SEED 0.25" TO 0.50" INTO THE TOPSOIL. IN AREAS THAT ARE
Western wheatgrass Pascopyrum smithii 'Arriba'
Green needlegrass Nassella viridula 'Lodorm'
Buffalograss Buchloe dactyloides 'Texoka'
Blue grama Bouteloua gracilis 'Hachita'
Little Bluestem Schizachyrium scoparium 'Pastura'
Prairie Junegrass Koeleria macrantha
NATIVE SEEDING NOTES
4. 1.5 TONS OF CERTIFIED WEED FREE HAY PER ACRE TO BE
MECHANICALLY CRIMPED INTO THE TOPSOIL IN COMBINATION
Sporobolus cryptandrus
Purple prairie clover Petalostemum perpurea
Sand dropseed
Gaillardia Gaillardia aristata
Blue flax Linum lewisii
Prairie coneflower Ratibida columnaris
Coreopsis Coreopsis tinctoria
Oats Avena sativa
6.0
2.0
5.0
1.0
2.0
0.2
0.1
0.5
1.0
0.5
0.3
0.2
3.0
pounds pls / acre
Total 21.8
THAN 1" WHICH MAY HINDER SEEDING OPERATIONS.
SPECIFIED RATE AND RAKE 0.25" TO 0.50" INTO THE TOPSOIL.
WITH AN ORGANIC MULCH TACKIFIER AT 200 LBS. PER ACRE.
PRIOR TO SEEDING.
STREET TREE NOTE
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY
5"
2"
1
4
2
3
5
8
9
10
11
12
15
6
7
16
13
17
18
19
14
2
3
FUTURE
MODULAR
T
T
TRASH
DOGWOOD
EXISTING SUMAC
TO REMAIN AND
BE PROTECTED
EXISTING SUMAC
TO REMAIN AND
BE PROTECTED
EXISTING EDGER / MULCH / WEED BARRIER
TO BE REMOVED
EXISTING SUMAC TO BE REMOVED
TO BE REMOVED
EXISTING SUMAC
REMOVED
TO BE
SHRUB
EXISTING
TO BE REMOVED
1-EXISTING RABBITBRUSH SHRUB
TO BE REMOVED
EXISTING RABBITBRUSH SHRUB
WEED BARRIER TO BE REMOVED
EXISTING EDGER / MULCH /
TO BE REMOVED
EXISTING DOGWOOD SHRUBS
REMOVED
TO BE
JUNIPER SHRUBS
CHINESE
2-EXISTING
TO BE REMOVED
SHRUBS
EXISTING
M
2
3
T
M
M
swale
FUTURE
MODULAR
1-CE RE
SEED
MIX 1
2-CE RE
1-AB CO
M
M
1-PO SA
1-QU UN
swale
1-PO SA
SEED MIX 1+2
SEED MIX 1 1-AC GR
1-AC GL
3-CE LA
3-RH TR
5-FA PA
1-AM AL
5-AR FI
swale
M
M
3-QU GA
1-QU UN
2-PR VI
1-AM AL
4-AR CH
M M
1-PO AC
1-QU UN
3-SA IR
1-PO AN
SEED MIX 1
SEED MIX 1+2
EXIST.
WATER
QUALITY
POND
2-PO DE
M
M
SEED MIX 2
4-SY OR
5-AR CS
1-AM AL
3-CE MO
5-CE IN
1-AM AL
5-EP VI
5-AR PA
1-PO DE
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD XCZ-PRB-100-COM
MEDIUM PLUS FLOW DRIP CONTROL KIT FOR
COMMERCIAL APPLICATIONS. FLOW RANGE 3GPM TO
20GPM.
RAIN BIRD MDCFCAP
DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD 5-LRC
1" BRASS QUICK-COUPLING VALVE, LOCKING
THERMOPLASTIC RUBBER COVER, AND 1-PIECE BODY.
MATCO-NORCA 514TX
1/2"-4" BRASS GATE VALVE, FULL PORT, WITH SOLID
WEDGE. IPS. CROSS HANDLE. SAME SIZE AS MAINLINE
PIPE.
MASTER VALVE ASSEMBLY
HUNTER ICV 1-INCH PLASTIC ELECTRIC MASTER VALVE,
GLOBE CONFIGURATION.
WILKINS 375B
REDUCED PRESSURE BACKFLOW PREVENTER WITH BLOW
OUT/FLUSH FITTING. REINFORCED NYLON HOUSING AND
CAST BRONZE BALL VALVES.
CREATIVE SENSOR TECHNOLOGY FSI-T
1-INCH PVC TEE TYPE FLOW SENSOR W/SOCKET ENDS,
CUSTOM MOUNTING TEE AND ULTRA-LIGHTWEIGHT IMPELLER
ENHANCES LOW FLOW MEASUREMENT. 2 WIRE DIGITAL
OUTPUT FLOW RANGE: .86-52 GPM.
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
1.25-INCH UNLESS OTHERWISE NOTED.
DRIP IRRIGATION LATERAL LINE TO EMITTERS: UV RADIATION
RESISTANT POLYETHYLENE PIPE, 3/4-INCH UNLESS
OTHERWISE SPECIFIED.
EXISTING DRIP LATERAL LINE TO REMAIN.
EXISTING IRRIGATION MAINLINE TO REMAIN
EXISTING IRRIGATION MAINLINE TO BE REMOVED
PIPE SLEEVE: PVC CLASS 200 SDR 21
TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. REFER TO
SPECIFICATIONS.
IRRIGATION_SCHEDULE INSTALLATION GENERAL NOTES
1. CONTRACTOR SHALL BECOME FAMILIAR WITH THE SPECIFICATIONS AND
INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. FOR
CLARIFICATION, CONTACT IRRIGATION DESIGNER PRIOR TO CONSTRUCTION.
1.1. UPON FINAL ACCEPTANCE, CONTRACTOR SHALL TURN OVER REQUIRED
ADJUSTMENT KEYS INCLUDING BUT NOT LIMITED TO CONTROLLER ENCLOSURE AND
BACKFLOW ENCLOSURE KEY, LOCKING VALVE BOX KEYS, QUICK COUPLER KEYS,
GATE VALVE KEY, SPRINKLER HEAD AND NOZZLE ADJUSTMENT KEYS.
1.2. UPON FINAL ACCEPTANCE, CONTRACTOR SHALL TURN OVER SPARE PARTS
PERTAINING TO INSTALLED SYSTEM: BACKFLOW WINTERIZATION INSERT, TWO OF
EVERY HEAD AND NOZZLE (ROTOR NOZZLE TREE INCLUDED), ONE RCV DIAPHRAGM,
ETC.
2. COORDINATE UTILITY LOCATES OF UNDERGROUND UTILITIES PRIOR TO
CONSTRUCTION ("811-CALL BEFORE YOU DIG") .
3. IF DISCREPANCIES ARE NOTED IN THE FIELD BETWEEN SITE CONDITIONS AND
PROVIDED DESIGNS, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OR
GENERAL CONTRACTOR IMMEDIATELY. DO NOT PROCEED WITH THE INSTALLATION OF
THE IRRIGATION SYSTEM IF SUCH DISCREPANCIES IN THE FIELD AFFECT THE PROVIDED
DESIGN, DETAILS, OR SPECIFICATIONS.
4. ALL IRRIGATION COMPONENTS (MAINLINE, WIRES, LATERAL LINES, ETC.) SHALL BE
INSTALLED IN LANDSCAPED AREAS WHENEVER POSSIBLE, EVEN THOUGH SAID
FUTURE
MODULAR
1
5
4
4
4
1"
N1
Drip
1"
N2
Drip
1"
N3
Drip
1"
N4
3RG
SCALE: 1" = 20'
0 10' 20' 40' 80'
NORTH
DATE OF PREPARATION : DECEMBER 21, 2016
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
FINAL IRRIGATION PLAN
P.O. BOX 345
Windsor, CO 80550
970.716.3241
irrigationlady@gmail.com
MPi Designs, LLC
REVISIONS: MARCH 20, 2017
SCALE: 1" = 20'
0 10' 20' 40' 80'
NORTH
DATE OF PREPARATION : DECEMBER 21, 2016
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
P.O. BOX 345
Windsor, CO 80550
970.716.3241
irrigationlady@gmail.com
MPi Designs, LLC
BACKFLOW PREVENTOR W/ENCLOSURE
1
QUICK COUPLING VALVE IN BOX
3
DRIP EMITTER AT 1/4" TUBING
6
ISOLATION GATE VALVE
4
DRIP FLUSH CAP ASSEMBLY
8
TYPICAL SLEEVE
24" min.
9
INLINE DRIP TREE RING
7
MASTER VALVE/FLOW SENSOR ASSEMBLY
2
1" DRIP VALVE W/ BASKET FILTER
5
REVISIONS: MARCH 20, 2017
1301 Academy Court, Fort Collins CO 80524
Tel: (970) 493-7780 www.cgrs.com
DATE: DRAWN BY:
SHEET:
THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED
TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. REUSE,
REPRODUCTION, MODIFICATION OR PUBLICATION, IN WHOLE OR IN PART, IS
PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER OF RECORD
AND CGRS, INC.
WARNING: THIS DRAWING MAY HAVE BEEN
REDUCED FROM ITS ORIGINAL SCALE
PROJECT INFORMATION:
NIX FARM
1745 HOFFMAN MILL ROAD
FORT COLLINS, COLORADO
NOT TO SCALE
TITLE:
3/29/2017 DEB
1
NORTH
SITE #:
16228
PROJECT #:
AA
16228AA COVER - G1.0 COVER
SHEET
COLORADO
Wednesday, March 29, 2017
FUEL SYSTEM DESIGN & SPECIFICATIONS
NIX FARM NATURAL AREAS FACILITY
1745 HOFFMAN MILL ROAD
FORT COLLINS, COLORADO 80524
FORT COLLINS, COLORADO
1301 Academy Court, Fort Collins CO 80524
Tel: (970) 493-7780 www.cgrs.com
DATE: DRAWN BY:
SHEET:
WARNING: THIS DRAWING MAY HAVE BEEN
REDUCED FROM ITS ORIGINAL SCALE
PROJECT INFORMATION:
NIX FARM
1745 HOFFMAN MILL ROAD
FORT COLLINS, COLORADO
NOT TO SCALE
3/29/2017 DEB
G1.1
NORTH
SITE #:
16228
PROJECT #:
AA
THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO
THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION,
MODIFICATION OR PUBLICATION, IN WHOLE OR IN PART, IS PROHIBITED WITHOUT
THE WRITTEN CONSENT OF THE ENGINEER OF RECORD AND CGRS, INC.
REV DATE REVISIONS DES
SHEET TITLE:
PROJECT INFORMATION, NOTES &
SPECIFICATIONS
QC
New Fuel Storage and Delivery System
Nix Farm Natural Area - Fort Collins, CO
General Fuel System Information
1. Owner/Engineer will prepare and provide site plans sufficient to obtain building permits from the City of Fort
Collins and the Colorado Division of Oil and Public Safety (OPS). Additional permits are the responsibility of
the Fuel System Contractor.
2. All permits and fees required to complete the Fuel System Contractor scope of work shall be obtained and
paid for by the contractor.
3. On-site work shall not commence until all required permits have been obtained from the proper authority
having jurisdiction.
4. The fueling system project will generally consist of:
a. 1 - 1,000 Gallon UL2085 Fireguard Protected Double Wall Tank for the storage of diesel fuel
b. 1 - 1,000 Gallon UL2085 Fireguard Protected Double Wall Tank for the storage of unleaded gasoline
5. Pertaining to the fueling system, the Fuel Contractor will be responsible to:
a. Remove and relocate the tanks and corresponding equipment from Fossil Creek Community Park (5821
S Lemay Ave, Fort Collins, CO 80525) and Spring Canyon Community Park (2626 W Horsetooth Rd,
Fort Collins, CO 80526) to the Nix Farm Natural Areas Facility (1745 Hoffman Mill Rd, Fort Collins, CO
80524).
b. Off-load the tanks and dispensers and locate them on the pre-poured concrete pad
c. Anchor tanks and dispensers to the pad
d. Source and install all the piping between the tanks and dispensers
e. Source and install all electrical required for operation of the system
6. Proper and complete installation shall be reviewed and approved by the Engineer and will conform to the
manufacturer's specifications and checklist.
7. The Fuel Contractor shall be responsible for site safety and security during this phase of work.
8. The Fuel Contractor is responsible to coordinate the work with other subcontractors including, but not limited
to, concrete and electrical subcontractors.
9. The Fuel Contractor shall be responsible for completing all required testing and inspections and system
certifications and shall notify and coordinate required oversight agencies.
10. All electrical work performed by or under the Fuel Contractor shall be performed by a qualified, licensed
electrician.
11. For digging or trenching activities the Fuel Contractor shall be responsible for locating and protecting all
public and private subsurface utilities.
+9
+10
+7
+10
+10
+5
+8
6
10
14
+4
8
8
EXISTING
OFFICE
FUTURE
OFFICE
FUTURE
OFFICE
'C'
'D'
'B'
'A'
'E'
PROPOSED VEHICLE STORAGE 'F' FUTURE VEHICLE STORAGE 'J'
FUTURE
SHOP
'H'
70'
60'
20' 90'
50'
50'
100' 100'
+11 Phase 1-2 /
-14 pkg. spaces
STORAGE
PHASE 4-5
PHASE 1-2
PHASE 1-2
PHASE 4-5
STORAGE
PHASE 3
PHASE 4-5
PHASE 4-5
PHASE 1-2
PHASE 3
PHASE 1-2 REMODEL
Phase 1-2
1,300 sf
PHASE 1-2
EXISTING
MAINTENANCE
BUILDING
5,850 sf
EXISTING OFFICE
3,520 sf
SHORT GRASS
PRAIRIE
SHORT GRASS
E
E
DIESEL TANK
(UL 2085)
UNLEADED TANK
(UL 2085)
1301 Academy Court, Fort Collins CO 80524
Tel: (970) 493-7780 www.cgrs.com
DATE: DRAWN BY:
SHEET:
THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED
TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. REUSE,
REPRODUCTION, MODIFICATION OR PUBLICATION, IN WHOLE OR IN PART, IS
PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER OF RECORD
AND CGRS, INC.
WARNING: THIS DRAWING MAY HAVE BEEN
REDUCED FROM ITS ORIGINAL SCALE
REV DATE REVISIONS QC
PROJECT INFORMATION:
0 5 10
SCALE IN FEET
TITLE:
FUEL SYSTEM SITE DETAILS
3/29/2017 DEB
FS1.1
NORTH
SITE #:
16228
PROJECT #:
aa
NIX FARM
1745 HOFFMAN MILL ROAD
FORT COLLINS, COLORADO 80524
EMERGENCY STOP
SWITCH LOCATION
TANK TOP EQUIPMENT DIAGRAM (TYPICAL)
NOT TO SCALE
A
3
PIPING TO
DISPENSER
SUBMERSIBLE
TURBINE PUMP
MECHANICAL GAUGE
WITH 2" VENT
PRIMARY AND
INTERSTITIAL
EMERGENCY VENTS
SPILL BUCKET
OVERFILL ALARM
STAGE 1 VAPOR
RECOVERY
INTERSTITIAL
GAUGE
28"
48"
13"
21" (12" DEEP)
19" (10" DEEP)
1-1/2"
min 3'-0"
min 1'-4"
min 4'-0"
1301 Academy Court, Fort Collins CO 80524
Tel: (970) 493-7780 www.cgrs.com
DATE: DRAWN BY:
SHEET:
THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED
TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. REUSE,
REPRODUCTION, MODIFICATION OR PUBLICATION, IN WHOLE OR IN PART, IS
PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER OF RECORD
AND CGRS, INC.
WARNING: THIS DRAWING MAY HAVE BEEN
REDUCED FROM ITS ORIGINAL SCALE
REV DATE REVISIONS QC
PROJECT INFORMATION:
AS NOTED
TITLE:
FUEL SYSTEM DETAILS
3/29/2017 DEB
FS1.2
NORTH
SITE #:
16228
PROJECT #:
aa
NIX FARM
1745 HOFFMAN MILL ROAD
FORT COLLINS, COLORADO 80524
LIGHT POLE BASE DETAIL (TYPICAL)
1/2" = 1'-0"
L
1
2'-0"
6'-0"
2'-6"
CONCRETE
FOOTER
FINISHED
GRADE
4" SCH40 STEEL PIPE
FILLED WITH CONCRETE
w/ SLEEVE (SEE SPECS)
8" CONCRETE SLAB
4" BOLLARD DETAIL (TYPICAL)
1/2" = 1'-0"
A
1
CONCRETE DETAIL
3/4" = 1'-0"
A
2
8" REINFORCED
CONCRETE SLAB
#4 REBAR
18" O.C. BOTH DIRECTIONS
2 1
2" CHAIRS
16'
36'
4'
DIESEL TANK
(UL 2085)
UNLEADED TANK
(UL 2085)
4'
1301 Academy Court, Fort Collins CO 80524
Tel: (970) 493-7780 www.cgrs.com
DATE: DRAWN BY:
SHEET:
THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED
TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. REUSE,
REPRODUCTION, MODIFICATION OR PUBLICATION, IN WHOLE OR IN PART, IS
PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER OF RECORD
AND CGRS, INC.
WARNING: THIS DRAWING MAY HAVE BEEN
REDUCED FROM ITS ORIGINAL SCALE
REV DATE REVISIONS QC
PROJECT INFORMATION:
0 5
SCALE IN FEET
1 2 3 4
TITLE:
FUEL SYSTEM PIPING PLAN
3/29/2017 DEB
FS1.3
NORTH
SITE #:
16228
PROJECT #:
aa
NIX FARM
1745 HOFFMAN MILL ROAD
FORT COLLINS, COLORADO 80524
FUEL SYSTEM ELECTRICAL PANEL
4" BOLLARD (TYPICAL)
2" ABOVE GROUND DIESEL
FUEL PIPING
UNLEADED FUEL DISPENSER
DIESEL FUEL DISPENSER
FUEL MASTER CARD READER
EDGE OF CONCRETE
FUTURE SHOP & WASH BAY
(PHASE 3)
2" ABOVE GROUND UNLEADED
FUEL PIPING
1301 Academy Court, Fort Collins CO 80524
Tel: (970) 493-7780 www.cgrs.com
DATE: DRAWN BY:
SHEET:
THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED
TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. REUSE,
REPRODUCTION, MODIFICATION OR PUBLICATION, IN WHOLE OR IN PART, IS
PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER OF RECORD
AND CGRS, INC.
WARNING: THIS DRAWING MAY HAVE BEEN
REDUCED FROM ITS ORIGINAL SCALE
REV DATE REVISIONS QC
PROJECT INFORMATION:
NOT TO SCALE
TITLE:
ELECTRICAL SINGLE LINE AND
PANEL SCHEDULE
3/29/2017 ########
E1.1
NORTH
SITE #:
16228
PROJECT #:
aa
NIX FARM
1745 HOFFMAN MILL ROAD
FORT COLLINS, COLORADO 80524
240/120V
100KVA
TRANSFORMER
METER
DISCONNECT
POWER SUPPLY
(LOCAL POWER)
1 - 2.0" (to Disconnect)
4 - #2 THHN CU
1 - 1.5" (to FS Panel)
4 - #2 THHN CU
NOTES
1. PVC conduit, with last 5 feet to be PVC coated GRC
2. All conduit systems to conform to NEC article 514.
3. Wiring in hazardous areas shall comply with the code provisions
for those areas.
4. Circuit disconnect - each circuit leading to or through a hazardous
zone shall be routed through a circuit disconnect that shall
simultaneously disconnect all conductors of the supply circuits,
including the neutral connector.
5. Contractor to verify termination locations with equipment supplier.
6. All conductors to be copper, THHN/THWN-2 90C type.
7. All branch circuit breakers shall be furnished with locking devices.
8. All unistrut to be galvanized.
8. See also equipment drawings.
Diesel
Dispenser
#1
CONTACTOR
S
CB
20A
S
E
E
DIESEL TANK
(UL 2085)
UNLEADED TANK
(UL 2085)
FUTURE SHOP AND WASH BAY
(PHASE 3)
1301 Academy Court, Fort Collins CO 80524
Tel: (970) 493-7780 www.cgrs.com
DATE: DRAWN BY:
SHEET:
THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED
TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. REUSE,
REPRODUCTION, MODIFICATION OR PUBLICATION, IN WHOLE OR IN PART, IS
PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER OF RECORD
AND CGRS, INC.
WARNING: THIS DRAWING MAY HAVE BEEN
REDUCED FROM ITS ORIGINAL SCALE
REV DATE REVISIONS QC
PROJECT INFORMATION:
0 5 10
SCALE IN FEET
TITLE:
ELECTRICAL SITE PLAN WITH ESD
LOCATIONS
3/29/2017 ########
E1.2
NORTH
SITE #:
16228
PROJECT #:
aa
EMERGENCY STOP
SWITCH LOCATION
EMERGENCY STOP
SWITCH LOCATION
FUEL SYSTEM
ELECTRICAL RACK
NIX FARM
1745 HOFFMAN MILL ROAD
FORT COLLINS, COLORADO 80524
POWER FROM
TRANSFORMER
TO FUTURE CNG AREA
(SW CORNER OF FENCE)
E
E
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.1 1.3 0.1 0.1 1.3 1.1 1.0 0.8 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1
0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.1 1.2 1.3 0.1 0.1 1.4 1.3 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.2 1.3 1.4 1.4 1.4 0.2 0.2 1.4 1.4 1.4 1.3 1.2 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.1 1.2 1.2 1.3 1.3 1.4 1.5 0.2 0.2 1.5 1.4 1.3 1.3 1.2 1.3 1.2 1.0 0.8 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.2 0.2
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.0 1.0 1.0 1.2 1.5 1.7 1.9 2.0 0.2 0.2 2.1 2.0 1.8 1.5 1.3 1.1 1.0 1.1 0.9 0.8 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.2
0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0
0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.9 1.0 0.9 1.0 1.2 1.5 1.9 2.3 2.6 2.8 2.8 0.3 2.8 2.7 2.4 2.0 1.6 1.3 1.1 1.0 1.0 0.9 0.8 0.6 0.5 0.4 0.4 0.3 0.3 0.2
0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0
0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.0 1.1 1.3 1.5 1.8 2.3 2.8 3.2 3.4 3.4 3.4 3.4 3.3 2.9 2.4 1.9 1.6 1.3 1.2 1.1 1.0 0.9 0.8 0.6 0.5 0.5 0.4 0.3 0.3
0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0
0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 1.0 1.1 1.2 1.3 1.5 1.8 2.1 2.5 3.0 3.4 3.8 4.1 4.2 4.0 3.5 3.1 2.7 2.2 1.8 1.6 1.4 1.3 1.2 1.1 0.9 0.8 0.6 0.5 0.5 0.4 0.3
0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0
0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 1.0 1.2 1.3 1.4 1.5 1.8 2.0 2.3 2.7 3.1 3.5 4.2 4.6 4.6 4.3 3.7 3.2 2.8 2.4 2.1 1.8 1.6 1.5 1.4 1.2 1.0 0.9 0.7 0.6 0.5 0.5 0.4
0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0
0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 1.0 1.2 1.4 1.5 1.6 1.8 2.1 2.2 2.5 3.0 3.4 3.7 4.2 4.7 4.8 4.4 3.8 3.5 3.2 2.7 2.3 2.1 1.9 1.7 1.6 1.5 1.3 1.0 0.9 0.7 0.6 0.5 0.5
0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0
0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.2 1.4 1.6 1.7 1.9 2.2 2.5 2.8 3.2 3.9 4.9 5.6 5.7 5.7 5.7 5.7 5.6 5.2 4.2 3.4 2.9 2.6 2.4 2.0 1.8 1.7 1.5 1.3 1.1 0.9 0.7 0.6 0.5
0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0
0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.7 0.8 1.0 1.2 1.4 1.6 1.8 1.9 2.2 2.7 3.2 3.6 4.1 4.9 5.7 5.9 5.4 5.2 5.1 5.3 5.8 5.9 5.2 4.3 3.8 3.4 2.9 2.4 2.1 1.9 1.8 1.5 1.3 1.1 0.9 0.7 0.6
0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.1 1.3 1.6 1.8 2.0 2.2 2.6 3.2 3.7 4.3 4.7 5.3 5.9 5.9 5.4 5.0 4.9 5.3 5.8 6.0 5.5 5.0 4.5 4.0 3.4 2.9 2.4 2.1 1.9 1.7 1.5 1.2 1.0 0.8 0.7
0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.5 0.6 0.8 0.9 1.1 1.4 1.7 1.9 2.2 2.5 2.9 3.5 4.0 4.5 4.9 5.2 5.5 5.6 5.3 5.1 5.0 5.2 5.6 5.7 5.4 5.0 4.7 4.3 3.8 3.2 2.7 2.4 2.1 1.9 1.6 1.3 1.1 0.9 0.7
0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.8 0.9 1.1 1.4 1.7 2.0 2.3 2.7 3.1 3.6 4.0 4.4 4.5 4.6 4.7 4.8 4.6 4.6 4.6 4.6 4.7 4.8 4.7 4.6 4.4 4.2 3.8 3.4 2.9 2.5 2.3 2.0 1.6 1.3 1.1 0.9 0.7
0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.7 0.8 0.9 1.1 1.4 1.7 2.1 2.4 2.7 3.1 3.4 3.8 4.0 4.0 4.0 4.0 4.0 4.0 3.9 3.9 3.9 4.0 4.0 4.0 4.0 4.0 3.9 3.7 3.4 2.9 2.6 2.3 2.0 1.6 1.3 1.1 0.9 0.7
0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.8 0.9 1.2 1.4 1.7 2.0 2.3 2.6 3.0 3.3 3.7 3.9 4.0 4.0 4.1 4.1 4.1 4.0 4.0 4.0 4.1 4.1 4.0 4.0 4.1 3.9 3.7 3.3 2.9 2.5 2.3 2.0 1.6 1.3 1.1 0.9 0.7
0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.8 0.9 1.2 1.4 1.7 1.9 2.2 2.5 2.8 3.2 3.7 4.2 4.4 4.5 4.7 4.7 4.7 4.4 4.4 4.4 4.7 4.8 4.7 4.6 4.4 4.2 3.7 3.2 2.7 2.4 2.2 1.9 1.6 1.3 1.1 0.9 0.7
0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.9 1.1 1.3 1.6 1.9 2.2 2.4 2.6 3.0 3.6 4.2 4.7 5.0 5.5 5.9 5.6 5.0 4.7 5.0 5.5 5.8 5.5 5.0 4.7 4.2 3.7 3.0 2.6 2.3 2.1 1.8 1.5 1.3 1.0 0.9 0.7
0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
ADA RESTROOM CHECKLIST
Benches
17-19” high
Changing Stations
48” max to top when closed
Doors
Closing speed X ≥ 5
Pressure X ≤ 5
Handle non twisting motion
Grab Bars
1.5” from wall
1.5”-2” in diameter
36” long grab bar @ rear
@rear bar 12” from CL of toilet toward side wall
4”-6” from corner for rear bar based on fixture
location
42” long grab bar @ side
12” from corner for side bar
12” clearance above before protruding obj (toilet
paper) (exception vert. bar)
1 ½” clearance below before protruding obj
33”-36” height
39”- 41” to bottom of vertical bar
39”-41” from corner to vertical bar
18” long vertical bar
Fire Alarm
Wall fire alarm with strobe light
80”-96” AFF
Lockers
Max 48” to latch / handle
No twisting motion to open
Mirror
Bottom at 40” max AFF
Operable Parts
15” min – 48” max
For paper towel holders 48” is to the force feed
on the side if there is one
Soap
Toilet seat covers
Fem. Dispensers height
Fem Dispensers twist handle
Protrusion
X <4” b/t 27-80”
Shower - Transfer
36” clear
Transfer bench 20”-24” deep @ 42” min wide
Hand held sprayer with 59” hose
Sprayer no more than 48” AFF
Controls no more than 48” AFF
Signage
48”-60” AFF to tactile letters with Braille below
Latch side of door
Sink
Pipes Wrapped
27” AFF to bottom of sink @ 8” from the front
edge
Top of sink at a max of 34”
Space
Min 60” x 60” clear
Stall Door
March 2, 2016
Dust Prevention and Control Manual
Page i
CONTENTS
1.0 Introduction 1
1.1 Title 1
1.2 Purpose of Manual 1
1.3 Applicability 1
1.4 Definitions 2
2.0 Fugitive Dust and the Problems it Causes 5
2.1 What is Fugitive Dust, Generally? 5
2.2 Why is the City Addressing Fugitive Dust? 5
2.3 Health and Environmental Effects 6
2.4 Nuisance and Aesthetics 6
2.5 Safety Hazard and Visibility 6
3.0 Best Management Practices 7
3.1 Earthmoving Activities 8
3.2 Demolition and Renovation 10
3.3 Stockpiles 12
3.4 Street Sweeping 14
3.5 Track-out / Carry-out 15
3.6 Bulk Materials Transport 16
3.7 Unpaved Roads and Haul Roads 18
3.8 Parking Lots 20
3.9 Open Areas and Vacant Lots 22
3.10 Saw Cutting and Grinding 24
3.11 Abrasive Blasting 26
3.12 Mechanical Blowing 28
4.0 Dust Control Plan for Land Development Greater Than Five Acres 30
5.0 Resources 34
5.1 Cross Reference to Codes, Standards, Regulations, and Policies 34
5.2 City of Fort Collins Manuals and Policies 37
5.3 References for Dust Control 37
Page 1
1.0 Introduction
1.1 Title
The contents of this document shall be known as the Dust Prevention and Control Manual (“the
Manual”).
1.2 Purpose of Manual
The purpose of the Manual is to establish minimum requirements consistent with nationally recognized
best management practices for controlling fugitive dust emissions and to describe applicable best
management practices to prevent, minimize, and mitigate off-property transport or off-vehicle transport
of fugitive dust emissions for specific dust generating activities and sources.
1.3 Applicability
This Manual applies to any person who conducts, or is an owner or operator of, a dust generating
activity or source, as described in this Manual, within the City of Fort Collins.
Page 2
1.4 Definitions
Abrasive blasting shall mean a process to
smooth rough surfaces; roughen smooth
surfaces; and remove paint, dirt, grease, and
other coatings from surfaces. Abrasive blasting
media may consist of sand; glass, plastic or
metal beads; aluminum oxide; corn cobs; or
other materials.
Additional best management practice shall
mean using at least one additional measure if
the required best management practices are
ineffective at preventing off-property transport
of particulate matter.
Additional requirements shall mean when
applicable, any measure that is required, e.g., a
dust control plan when project sites are over 5
acres in size.
Best management practice shall mean any
action or process that is used to prevent or
mitigate the emission of fugitive dust into the
air.
Bulk materials transport shall mean the
carrying, moving, or conveying of loose
materials including, but not limited to, earth,
rock, silt, sediment, sand, gravel, soil, fill,
aggregate, dirt, mud, construction or demolition
debris, and other organic or inorganic material
containing particulate matter onto a public road
or right-of-way in an unenclosed trailer, truck
bed, bin, or other container.
Chemical stabilization shall mean the
application of chemicals used to bind soil
particles or increase soil moisture content,
including, but not limited to, dust suppressants,
palliatives, tackifiers, surfactants, and soil
stabilizers. Asphalt-based products or any
product containing cationic polyacrylamide or
products deemed environmentally incompatible
with Code §26-498, or defined as a pollutant
per Code §26-491, or explicitly prohibited by
the U.S. Environmental Protection Agency or
the state of Colorado may not be used for
chemical stabilization. Water soluble plant-
based oils or gums, clay additives, or other
synthetic polymer emulsion that are non-toxic,
non-combustible, and harmless to fish, wildlife,
plants, pets, and humans may be used for
chemical stabilization.
Code shall mean the Fort Collins City Code, as
amended from time to time.
Dust control measure shall mean any action
or process that is used to prevent or mitigate
the emission of fugitive dust into the air,
including but not limited to the best
management practices identified in this
Manual.
Dust generating activity or source shall
mean a process, operation, action, or land use
that creates emissions of fugitive dust or causes
Page 3
Local wind speed shall mean the current or
forecasted wind speed for the Fort Collins area
as measured at the surface weather
observation station KFNL located at the Fort
Collins Loveland Municipal Airport or at
Colorado State University’s Fort Collins or
Christman Field weather stations or as
measured onsite with a portable or hand-held
anemometer. The City will use anemometers
whenever practicable.
Maximum speed limit shall mean the speed
limit on public rights-of-way adopted by the City
pursuant to Fort Collins Traffic Code adopted
pursuant to City Code Section 28-16 For private
roadways, a speed limit shall be established as
appropriate to minimize off-site transportation
of.
Mechanical blower shall mean any portable
machine powered with an internal combustion
or electric-powered engine used to blow leaves,
clippings, dirt or other debris off sidewalks,
driveways, lawns, medians, and other surfaces
including, but not limited to, hand-held, back-
pack and walk-behind units, as well as blower-
vacuum units.
Off-property transport shall mean the visible
emission of fugitive dust beyond the property
line of the property on which the emission
originates or the project boundary when the
emission originates in the public right-of-way or
on public property.
Off-vehicle transport shall mean the visible
emission of fugitive dust from a vehicle that is
transporting dust generating materials on a
public road or right-of-way.
On-tool local exhaust ventilation shall mean
a vacuum dust collection system attached to a
construction tool that includes a dust collector
(hood or shroud), tubing, vacuum, and a high
efficiency particulate air (HEPA) filter.
On-tool wet dust suppression shall mean the
operation of nozzles or sprayers attached to a
construction tool that continuously apply water
or other liquid to the grinding or cutting area by
a pressurized container or other water source.
Open area shall mean any area of undeveloped
land greater than one-half acre that contains
less than 70 percent vegetation. This includes
undeveloped lots, vacant or idle lots, natural
areas, parks, or other non-agricultural areas.
Recreational and multi-use trails maintained by
the City are not included as an open area.
Operator or owner shall mean any person
who has control over a dust generating source
either by operating, supervising, controlling, or
maintaining ownership of the activity or source
including, but not limited to, a contractor,
lessee, or other responsible party of an activity,
operation, or land use that is a dust generating
Page 4
Stockpile shall mean any accumulation of bulk
materials that contain particulate matter being
stored for future use or disposal. This includes
backfill materials and storage piles for soil,
sand, dirt, mulch, aggregate, straw, chaff, or
other materials that produce dust.
Storm drainage facility shall mean those
improvements designed, constructed or used to
convey or control stormwater runoff and to
remove pollutants from stormwater runoff after
precipitation.
Surface roughening shall mean to modify the
soil surface to resist wind action and reduce
dust emissions from wind erosion by creating
grooves, depressions, ridges or furrows
perpendicular to the predominant wind
direction using tilling, ripping, discing, or other
method.
Synthetic or natural cover shall mean the
installation of a temporary cover material on
top of disturbed soil surfaces or stockpiles, such
as tarps, plastic sheeting, netting, mulch, wood
chips, gravel or other materials capable of
preventing wind erosion.
Track-out shall mean the carrying of mud, dirt,
soil, or debris on vehicle wheels, sides, or
undercarriages from a private, commercial, or
industrial site onto a public road or right-of-
way.
Vegetation shall mean the planting or seeding
of appropriate grasses, plants, bushes, or trees
to hold soil or to create a wind break. All seeded
areas must be mulched, and the mulch should
be adequately crimped and or tackified. If
hydro-seeding is conducted, mulching must be
conducted as a separate, second operation. All
planted areas must be mulched within twenty-
four (24) hours after planting.
Wet suppression shall mean the application of
water by spraying, sprinkling, or misting to
maintain optimal moisture content or to form a
crust in dust generating materials and applied
at a rate that prevents runoff from entering any
public right-of-way, storm drainage facility or
watercourse.
Wind barrier shall mean an obstruction at
least five feet high erected to assist in
preventing the blowing of fugitive dust,
comprised of a solid board fence, chain link and
fabric fence, vertical wooden slats, hay bales,
earth berm, bushes, trees, or other materials
installed perpendicular to the predominant
wind direction or upwind of an adjacent
residential, commercial, industrial, or sensitive
area that would be negatively impacted by
fugitive dust.
Page 5
2.0 Fugitive Dust and the Problems it Causes
2.1 What is Fugitive Dust, Generally?
Dust, also known as particulate matter, is made up of solid particles in the air that consist primarily of
dirt and soil but can also contain ash, soot, salts, pollen, heavy metals, asbestos, pesticides, and other
materials. “Fugitive” dust means particulate matter that has become airborne by wind or human
activities and has not been emitted from a stack, chimney, or vent. The Colorado Department of Public
Health and Environment (CDPHE) estimates that more than 4,300 tons of particulate matter are emitted
into the air in Larimer County annually. The primary sources of this particulate matter include
construction activities, paved and unpaved roads, and agricultural operations.
The quantity of dust emitted from a particular activity or area and the materials in it can depend on the
soil type (sand, clay, silt), moisture content (dry or damp), local wind speed, and the current or past uses
of the site (industrial, farming, construction).
2.2 Why is the City Addressing Fugitive Dust?
Colorado state air regulations and Larimer County air quality standards generally require owners and
operators of dust generating activities or sources to use all available and practical methods that are
technologically feasible and economically reasonable in order to prevent fugitive dust emissions.
However, state regulations and permitting requirements typically apply to larger stationary sources
rather than to activities that generate dust. Larimer County fugitive dust standards apply only to land
development.
Although state and county requirements apply to many construction activities, they do not address
many sources of dust emissions. Fort Collins is experiencing rapid growth and development that has
contributed to local man-made dust emissions.
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2.3 Health and Environmental Effects
Dust particles are very small and can be easily inhaled. They can
enter the respiratory system and increase susceptibility to respiratory
infections, and aggravate cardio-pulmonary disease. Even short-term
exposure to dust can cause wheezing, asthma attacks and allergic
reactions, and may cause increases in hospital admissions and
emergency department visits for heart and lung related diseases.
Fugitive dust emissions can cause significant environmental impacts as well as health effects. When
dust from wind erosion or human activity deposits out of the air, it may impact vegetation, adversely
affect nearby soils and waterways, and cause damage to cultural resources. Wind erosion can result in
the loss of valuable top soil, reduce crop yields, and stunt plant growth.
According to the Environmental Protection Agency (EPA), studies have linked particulate matter
exposure to health problems and environmental impacts such as:
•Health Impacts:
o Irritation of the airways, coughing, and difficulty breathing
o Reduced lung function and lung cancer
o Aggravated asthma and chronic bronchitis
o Irregular heartbeat and increases in heart attacks
•Environmental Impacts:
o Haze and reduced visibility
o Reduced levels of nutrients in soil
2.4 Nuisance and Aesthetics
Dust, dirt and debris that become airborne eventually settle back down to
the surface. How far it travels and where it gets deposited depends on the
size and type of the particles as well as wind speed and direction. When this
material settles, it can be deposited on homes, cars, lawns, pools and ponds,
and other property. The small particles can get trapped in machinery and
electronics causing abrasion, corrosion, and malfunctions. The deposited
dust can damage painted surfaces, clog filtration systems, stain materials and
cause other expensive clean-up projects.
2.5 Safety Hazard and Visibility
Blowing dust can be a safety hazard at construction sites and on roads and
highways. Dust can obstruct visibility and can cause accidents between
vehicles and bikes, pedestrians, or site workers. Dust plumes can also
decrease visibility across a natural area or scenic vistas. The “brown cloud”,
often visible along the Front Range during the winter months, and the
brilliant red sunsets that occur are often caused by particulate matter and
other pollutants in the air.
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3.0 Best Management Practices
This Manual describes established best management practices for controlling dust emissions that are
practical and used in common practice to prevent or mitigate impacts to air quality from dust generating
activities and sources occurring within Fort Collins. The objective of the dust control measures included
in this Manual are to reduce dust emissions from human activities and to prevent those emissions from
impacting others and are based on the following principles:
Prevent – avoid creating dust emissions through good project planning and modifying or
replacing dust generating activities.
Minimize – reduce dust emissions with methods that capture, collect, or contain emissions.
Mitigate – when preventing fugitive dust or minimizing the impacts are not feasible, the
Manual provides specific measures to mitigate dust.
More specifically, the Manual establishes the following procedures for each dust generating activity
outlined in this Chapter:
1. Required Best Management Practices – this section includes the specific measures that are
required to be implemented if the dust generating activity is occurring. For example, high wind
restrictions (temporarily halting work when wind speeds exceed 30 mph) are required best
management practices for earthmoving, demolition/renovation, saw cutting or grind, abrasive
blasting, and leaf blowing.
2. Additional Best Management Practices – this section includes additional measures if the
required best management practices are ineffective at preventing off-property transport of
particulate matter. At least one of the additional best management practices outlined in the
Manual must be implemented on the site to be in compliance with the Manual.
3. Additional Requirements – When applicable, additional measures are also required, e.g., a dust
control plan when project sites are over 5 acres in size.
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3.1 Earthmoving Activities
Above: This figure illustrates earthmoving, which is an activity that can generate dust.
Dust emissions from earthmoving activities depend on the type and extent of activity being conducted,
the amount of exposed surface area, wind conditions, and soil type and moisture content, including:
• Site preparation (clearing, grubbing, scraping)
• Road construction
• Grading and overlot grading
• Excavating, trenching, backfilling and compacting
• Loading and unloading dirt, soil, gravel, or other earth materials
• Dumping of dirt, soil, gravel, or other earth materials into trucks, piles, or receptacles
• Screening of dirt, soil, gravel, or other earth materials
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any person, owner, or operator who conducts earthmoving
that is a dust generating activity or source shall implement the following best management practices to
prevent off-property transport of fugitive dust emissions:
(i) Minimize disturbed area: plan the project or activity so that the minimum amount of
disturbed soil or surface area is exposed to wind or vehicle traffic at any one time.
(ii) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to
reduce speeds to a rate to mitigate off-property transport of dust entrained by vehicles.
(iii) Minimize drop height: Drivers and operators shall unload truck beds and loader or
excavator buckets slowly, and minimize drop height of materials to the lowest height possible,
including screening operations.
(iv) High winds restriction: temporarily halt work activities during high wind events greater than
30 mph if operations would result in off-property transport.
(v) Restrict access: restrict access to the work area to only authorized vehicles and personnel.
Page 9
(b) Additional Best Management Practices: In the event 3.1(a)(i)-(v) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Wet suppression: apply water to disturbed soil surfaces, backfill materials, screenings, and
other dust generating operations as necessary and appropriate considering current weather
conditions, and prevent water used for dust control from entering any public right-of-way,
stormwater drainage facility, or watercourse.
(ii) Wind barrier: construct a fence or other type of wind barrier to prevent wind erosion of top
soils.
(iii) Vegetation: plant vegetation appropriate for retaining soils or creating a wind break.
(iv) Surface roughening: stabilize an active construction area during periods of inactivity or
when vegetation cannot be immediately established.
(v) Synthetic or natural cover: install cover materials during periods of inactivity and properly
anchor the cover.
(vi) Soil retention: stabilize disturbed or exposed soil surface areas that will be inactive for more
than 30 days or while vegetation is being established.
(vii) Chemical stabilization: apply chemical stabilizers using manufacturer’s recommended
application rates. Avoid over-application and prevent runoff of chemical stabilizers into any
public right-of-way, storm drainage facility, or watercourse. Asphalt-based products or any
product containing cationic polyacrylamide or products deemed environmentally incompatible
with Code §26-498, or defined as a pollutant per Code §26-491, or explicitly prohibited by the
U.S. Environmental Protection Agency or the state of Colorado may not be used for chemical
stabilization. Water soluble plant-based oils or gums, clay additives, or other synthetic polymer
emulsion that are non-toxic, non-combustible, and harmless to fish, wildlife, plants, pets, and
humans may be used for chemical stabilization.
(c) Additional requirements: Any person, owner, or operator who conducts earthmoving that is a dust
generating activity or source at a construction site or land development project with a total disturbed
surface area equal to or greater than five (5) acres also shall implement the following measures:
(i) Dust Control Plan: submit a plan that describes all potential sources of fugitive dust and
methods that will be employed to control dust emissions with the development construction
permit application or development review application (see Chapter 4 of this Manual). A copy of
the Dust Control Plan must be onsite at all times and one copy must be provided to all
contractors and operators engaged in dust generating activities at the site.
(ii) Construction sequencing: include sequencing or phasing in the project plan to minimize the
amount of disturbed area at any one time. Sites with greater than 25 acres of disturbed surface
exposed at any one time may be asked to provide additional justification, revise the sequencing
plan, or include additional best management practices.
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3.2 Demolition and Renovation
Above: This photo illustrates restricting access (a mandatory measure) and a wind barrier (an
engineering control) for demolition and renovation activities.
Dust generated from demolition activities may contain significant levels of silica, lead, asbestos, and
particulate matter. Inhalation of silica and asbestos is known to cause lung cancer, and exposure to
even small quantities of lead dust can result in harm to children and the unborn.
In addition to complying with the dust control measures below, any person engaged in demolition or
renovation projects must comply with applicable state and federal regulations for asbestos and lead
containing materials and notification and inspection requirements under the State of Colorado Air
Quality Control Commission's Regulation No. 8, Part B Control of Hazardous Air pollutants.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any person, owner, or operator who conducts demolition or
renovation that is a dust generating activity or source shall implement the following best management
practices to prevent off-property transport of fugitive dust emissions:
(i) Asbestos and lead containing materials: demolition and renovation activities that involve
asbestos or lead containing materials must be conducted in accordance with Code Chapter 5
Sec. 5-27 (59) §3602.1.1;
(ii) Restrict access: restrict access to the demolition area to only authorized vehicles and
personnel;
(iii) High winds restriction: temporarily halt work activities during high wind events greater than
30 mph if operations would result in off-property transport; and
(iv) Minimize drop height: Drivers and operators shall unload truck beds and loader or excavator
buckets slowly, and minimize drop height of materials to the lowest height possible, including
screening operations.
Page 11
(b) Additional Best Management Practices: In the event 3.2(a)(i)-(iv) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Wet suppression: apply water to demolished materials or pre-wet materials to be
demolished as necessary. Prevent water used for dust control from entering any public right-of-
way, storm drainage facility, or watercourse.
(ii) Chemical stabilization: apply chemical stabilizers to demolished materials or materials to be
demolished using manufacturer’s recommended application rates. Avoid over-application and
prevent runoff of chemical stabilizers into any public right-of-way, storm drainage facility, or
watercourse. Asphalt-based products or any product containing cationic polyacrylamide or
products deemed environmentally incompatible with Code §26-498, or defined as a pollutant
per Code §26-491, or explicitly prohibited by the U.S. Environmental Protection Agency or the
state of Colorado may not be used for chemical stabilization. Water soluble plant-based oils or
gums, clay additives, or other synthetic polymer emulsion that are non-toxic, non-combustible,
and harmless to fish, wildlife, plants, pets, and humans may be used for chemical stabilization.
(iii) Wind barrier: construct a fence or other type of wind barrier to prevent onsite dust
generating materials from blowing offsite.
(c) Additional requirements:
(i) Building permit compliance: comply with all conditions and requirements under any building
required pursuant to the Code and/or the Land Use Code.
Above: This photo illustrates reducing drop height, a mandatory measure.
Page 12
3.3 Stockpiles
Above: This photo illustrates wet suppression, an engineering control for stockpiles.
Stockpiles are used for both temporary and long-term storage of soil, fill dirt, sand, aggregate,
woodchips, mulch, asphalt and other industrial feedstock, construction and landscaping materials.
Fugitive dust can be emitted from stockpiles while working the active face of the pile or when wind
blows across the pile. The quantity of emissions depends on pile height and exposure to wind, moisture
content and particle size of the pile material, surface roughness of the pile, and frequency of pile
disturbance.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any owner or operator of a stockpile that is a dust generating
activity or source shall implement the following best management practices to prevent off property
transport of fugitive dust emissions:
(i) Minimize drop height: Drivers and operators shall unload truck beds and loader or excavator
buckets slowly, and minimize drop height of materials to the lowest height possible, including
screening operations.
(b) Additional Best Management Practices: In the event 3.3(a)(i) is ineffective to prevent off-property
transport, the person, owner, or operator shall use at least one of the following best management
practices:
(i) Wet suppression: Apply water to the active face when working the pile or to the entire pile
during periods of inactivity. Prevent water used for dust control from entering any public right-
of-way, storm drainage facility, or watercourse.
(ii) Synthetic or natural cover: install cover materials during periods of inactivity and anchor the
cover.
Page 13
(iii) Surface roughening: stabilize a stockpile during periods of inactivity or when vegetation
cannot be immediately established.
(iv) Stockpile location: locate stockpile at a distance equal to ten times the pile height from
property boundaries that abut residential areas.
(v) Vegetation: seed and mulch any stockpile that will remain inactive for 30 days or more.
(vi) Chemical stabilization: apply chemical stabilizers using manufacturer’s recommended
application rates. Avoid over-application and prevent runoff of chemical stabilizers into any
public right-of-way, storm drainage facility, or watercourse. Asphalt-based products or any
product containing cationic polyacrylamide or products deemed environmentally incompatible
with Code §26-498, or defined as a pollutant per Code §26-491, or explicitly prohibited by the
U.S. Environmental Protection Agency or the state of Colorado may not be used for chemical
stabilization. Water soluble plant-based oils or gums, clay additives, or other synthetic polymer
emulsion that are non-toxic, non-combustible, and harmless to fish, wildlife, plants, pets, and
humans may be used for chemical stabilization.
(vii) Enclosure: construct a three-sided structure equal to or greater than the height of the pile
to shelter the pile from the predominant winds.
(c) Additional requirements:
(i) Stockpile permit compliance: comply with all conditions and requirements under any
stockpile permit required under the Code or the r Land Use Code.
(ii) Erosion control plan compliance: implement and comply with all conditions and
requirements in Section §26-500 “Fort Collins Storm Criteria”; specifically, Volume 3 Chapter 7
“Construction BMPs”. The criteria requirement may require the use of Erosion Control
Materials, soil stockpile height limit of ten feet, watering, surface roughening, vegetation, silt
fence and other control measures as contained in that chapter.
Left: This
picture
illustrates
one of the
additional
best
management
practices for
stockpiles –
to use a
synthetic
cover.
Page 14
3.4 Street Sweeping
Left: This figure illustrates the use
of a wet suppression and vacuum
system, an additional best
management practice for street
sweeping.
Street sweeping is an effective method for removing dirt and debris from streets and preventing it from
entering storm drains or becoming airborne. Regenerative air sweepers and mechanical sweepers with
water spray can also be effective at removing particulate matter from hard surfaces.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any owner or operator that conducts sweeping operations or
services on paved or concrete roads, parking lots, rights-of-way, pedestrian ways, plazas or other solid
surfaces, and whose operations are a dust generating activity or source shall implement all of the
following best management practices to prevent off-property transport of fugitive dust emissions:
(i) Uncontrolled sweeping prohibited: the use of rotary brushes, power brooms, or other
mechanical sweeping for the removal of dust, dirt, mud, or other debris from a paved public
road, right-of-way, or parking lot without the use of water, vacuum system with filtration, or
other equivalent dust control method is prohibited. Mechanical or manual sweeping that occurs
between lifts of asphalt paving operations is excluded from this prohibition, due to engineering
requirements associated with these operations.
(b) Additional Best Management Practices: In the event 3.4(a)(i) is ineffective to prevent off-property
transport, the person, owner, or operator shall use at least one of the following best management
practices:
(i) Wet suppression: use a light spray of water or wetting agent applied directly to work area or
use equipment with water spray system while operating sweeper or power broom. Prevent
water used for dust control from entering any storm drainage facility or watercourse.
(ii) Vacuum system: use sweeper or power broom equipped with a vacuum collection and
filtration system.
(iii) Other method: use any other method to control dust emissions that has a demonstrated
particulate matter control efficiency of 80 percent or more.
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3.5 Track-out / Carry-out
Above: This figure illustrates an installed grate (left) and a gravel bed (right), both of which are
additional best management practices associated with track-out/carry-out.
Mud, dirt, and other debris can be carried from a site on equipment’s wheels or undercarriage onto
public roads. When this material dries, it can become airborne by wind activity or when other vehicles
travel on it. This is a health concern and can cause visibility issues and safety hazards.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any owner or operator of any operation that has the
potential to result in track-out of dirt, dust, or debris on public roads and rights-of-way and whose
operation is a dust generating activity or source shall implement the following best management
practices to prevent off-property transport of fugitive dust emissions:
(i) Contracts and standards: comply with track-out prevention requirements and construction
best management practices as set forth in the Code, City regulations, or policies and as
specified in applicable contract documents or Fort Collins Stormwater Criteria Manual.
(ii) Remove deposition: promptly remove any deposition that occurs on public roads or rights-
of-way as a result of the owner’s or operator’s operations. Avoid over-watering and prevent
runoff into any storm drainage facility or watercourse.
(b) Additional Best Management Practices: In the event 3.5(a)(i)-(ii) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Install rails, pipes, grate, or similar track-out control device.
(ii) Install a gravel bed track-out apron that extends at least 50 feet from the intersection with a
public road or right-of-way.
(iii) Install gravel bed track-out apron with steel cattle guard or concrete wash rack.
(iv) Install and utilize on-site vehicle and equipment washing station.
(v) Install a paved surface that extends at least 100 feet from the intersection with a public road
or right-of-way.
(vi) Manually remove mud, dirt, and debris from equipment and vehicle wheels, tires and
undercarriage.
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3.6 Bulk Materials Transport
Above: This figure illustrates covered loads, a required best management practice for bulk materials
transport.
Haul trucks are used to move bulk materials, such as dirt, rock, demolition debris, or mulch to and from
construction sites, material suppliers and storage yards. Dust emissions from haul trucks, if
uncontrolled, can be a safety hazard by impairing visibility or by depositing debris on roads, pedestrians,
bicyclists, or other vehicles.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any owner or operator of a dust generating activity or source
for which vehicles used for transporting bulk materials to and from a site within the City on a public or
private road or on a public right-of-way shall prevent off-vehicle transport of fugitive dust emissions. To
prevent off-vehicle transport of fugitive dust to and from the site, the owner or operator shall
implement the following measures :
(i) Cover Loads: Loads shall be completely covered or all material enclosed in a manner that
prevents the material from blowing, dropping, sifting, leaking, or otherwise escaping from the
vehicle. This includes the covering of hot asphalt and asphalt patching material with a tarp or
other impermeable material.
(ii) Minimize drop height: Drivers and operators shall unload truck beds and loader or excavator
buckets slowly, and minimize drop height of materials to the lowest height possible, including
screening operations.
(b) Additional Best Management Practices: In the event 3.6(a)(i)-(ii) are ineffective to prevent off-
vehicle transport, the person, owner, or operator shall use at least one of the following best
management practices:
Page 17
(i) Wet suppression: apply water to bulk materials loaded for transport as necessary to prevent
fugitive dust emissions and deposition of materials on roadways. Prevent water used for dust
control from entering any public right-of-way, storm drainage facility, or watercourse.
(ii) Chemical stabilization: apply chemical stabilizers using manufacturer’s recommended
application rates. Avoid over-application and prevent runoff of chemical stabilizers into any
public right-of-way, storm drainage facility, or watercourse. Asphalt-based products or any
product containing cationic polyacrylamide or products deemed environmentally incompatible
with Code §26-498, or defined as a pollutant per Code §26-491, or explicitly prohibited by the
U.S. Environmental Protection Agency or the state of Colorado may not be used for chemical
stabilization. Water soluble plant-based oils or gums, clay additives, or other synthetic polymer
emulsion that are non-toxic, non-combustible, and harmless to fish, wildlife, plants, pets, and
humans may be used for chemical stabilization.
(iii) Other technology: use other equivalent technology that effectively eliminates off-vehicle
transport, such as limiting the load size to provide at least three inches of freeboard to prevent
spillage.
Above: This figure illustrates minimizing drop heights, a required best management practice for bulk
materials transport.
Page 18
3.7 Unpaved Roads and Haul Roads
Above: This figure illustrates surface improvements on an unpaved road, an additional best management
practice.
Road dust from unpaved roads is caused by particles lifted by and dropped from rolling wheels traveling
on the road surface and from wind blowing across the road surface. Road dust can aggravate heart and
lung conditions as well as cause safety issues such as decreased driver visibility and other safety hazards.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any owner or operator of an unpaved road located on a
construction site greater than five acres on private property or an unpaved road used as a public right-
of-way shall implement the following best management practices to prevent off-property transport of
fugitive dust emissions:
(i) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to
reduce speeds to a rate that prevents off-property transport of dust entrained by vehicles.
(ii) Restrict access: restrict travel on unpaved roads by limiting access to only authorized vehicle
use.
(b) Additional Best Management Practices: In the event 3.7(a)(i)-(ii) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Wet suppression: apply water to unpaved road surface as necessary and appropriate
considering current weather conditions, and prevent water used for dust control from entering
any public right-of-way, storm drainage facility, or watercourse.
(ii) Surface improvements: install gravel or similar materials with sufficient depth to reduce dust
or pave high traffic areas.
Page 19
(iii) Chemical stabilization: apply chemical stabilizers appropriate for high traffic areas using
manufacturer’s recommended application rates. Avoid over-application and prevent runoff of
chemical stabilizers into any public right-of-way, storm drainage facility, or watercourse.
Asphalt-based products or any product containing cationic polyacrylamide or products deemed
environmentally incompatible with Code §26-498, or defined as a pollutant per Code §26-491,
or explicitly prohibited by the U.S. Environmental Protection Agency or the state of Colorado
may not be used for chemical stabilization. Water soluble plant-based oils or gums, clay
additives, or other synthetic polymer emulsion that are non-toxic, non-combustible, and
harmless to fish, wildlife, plants, pets, and humans may be used for chemical stabilization.
(iv) Access road location: locate site access roads away from residential or other populated
areas.
Above: This figure illustrates wet suppression, an additional best management practice for
unpaved or haul roads.
Page 20
3.8 Parking Lots
Above: This figure illustrates an unpaved parking lot in Fort Collins.
This section applies to paved and unpaved areas where vehicles are parked or stored on a routine basis
and includes parking areas for shopping, recreation, or events; automobile or vehicle storage yards; and
animal staging areas.
Best Management Practices to Control Dust- Unpaved Parking Lots
(a) Required Best Management Practices: Any owners or operator of an unpaved parking lot greater
than one-half acre shall use at least one of the following best management practices to prevent off-
property transport of fugitive dust emissions
(i) Surface improvements: install gravel or similar materials with sufficient depth to reduce dust
or pave high traffic areas.
(ii) Vegetation: plant vegetation appropriate for retaining soils or creating a wind break.
(iii) Wet suppression: apply water as necessary and appropriate considering current weather
conditions to prevent off-property transport of fugitive dust emissions. Prevent water used for
dust control from entering any public right-of-way, storm drainage facility, or watercourse.
(iv) Chemical stabilization: apply chemical stabilizers appropriate for high traffic areas using
manufacturer’s recommended application rates. Avoid over-application and prevent runoff of
chemical stabilizers into any public right-of-way, storm drainage facility, or watercourse.
Asphalt-based products or any product containing cationic polyacrylamide or products deemed
environmentally incompatible with Code §26-498, or defined as a pollutant per Code §26-491,
or explicitly prohibited by the U.S. Environmental Protection Agency or the state of Colorado
may not be used for chemical stabilization. Water soluble plant-based oils or gums, clay
additives, or other synthetic polymer emulsion that are non-toxic, non-combustible, and
harmless to fish, wildlife, plants, pets, and humans may be used for chemical stabilization.
(v) Wind barrier: construct a fence or other type of wind barrier.
(vi) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to
reduce speeds to a rate that prevents off-property transport of dust entrained by vehicles.
Page 21
(vii) Restrict access: restrict travel in parking lots to only those vehicles with essential duties and
limit access to hours of operation or specific events.
Best Management Practices to Control Dust- Paved Parking Lots
(a) Required Best Management Practices: An owner or operator of a paved parking lot greater than
one-half acre and shall use at least one of the following best management practices to prevent off-
property transport of fugitive dust emissions.
(i) Maintenance: repair potholes and cracks and maintain surface improvements.
(ii) Mechanical sweeping: Sweep lot with a vacuum sweeper and light water spray as necessary
to remove dirt and debris. Avoid overwatering and prevent runoff from entering any public
right-of-way, storm drainage facility, or watercourse.
(iii) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to
reduce speeds to a rate that prevents off-property transport of dust entrained by vehicles.
(iv) Restrict access: restrict travel in parking lots to only those vehicles with essential duties and
limit access to hours of operation or specific events.
Above: This photo represents improving the surface of a parking area, which is one measure to
comply with the Manual.
Page 22
3.9 Open Areas and Vacant Lots
Above: These photos illustrate open areas in Fort Collins, which have the potential to generate dust.
Open areas are typically not a significant source of wind-blown dust emissions if the coverage of
vegetation is sufficient or soil crusts are intact. However, if soils in open areas are disturbed by vehicle
traffic, off-highway vehicle use, bicycling or grazing, or if they have become overpopulated by prairie
dogs, dust emissions can become a problem.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any owner or operator of an open area greater than one-half
acre shall use at least one of the following best management practices to stabilize disturbed or exposed
soil surface areas that are intended to or remain exposed for 30 days or more and to prevent off-
property transport of fugitive dust emissions:
(i) Vegetation: plant vegetation appropriate for retaining soils or creating a wind break.
(ii) Synthetic or natural cover: install cover materials over exposed areas during periods of
inactivity and properly anchor the cover.
(iii) Surface roughening: stabilize an exposed area during periods of inactivity or when
vegetation cannot be immediately established.
(iv) Soil retention: stabilize disturbed or exposed soil surface areas that will be inactive for more
than 30 days or while vegetation is being established, using mulch, compost, soil mats, or other
methods.
(v) Wet suppression: apply water to disturbed soil surfaces as necessary and appropriate
considering current weather to prevent off-property transport of fugitive dust emissions.
Prevent water used for dust control from entering any public right-of-way, storm drainage
facility, or watercourse.
(vi) Wind barrier: construct a fence or other type of wind barrier to prevent wind erosion of top
soils.
(vii) Chemical stabilization: apply chemical stabilizers using manufacturer’s recommended
application rates. Avoid over-application and prevent runoff of chemical stabilizers into any
public right-of-way, storm drainage facility, or watercourse. Asphalt-based products or any
Page 23
product containing cationic polyacrylamide or products deemed environmentally incompatible
with Code §26-498, or defined as a pollutant per Code §26-491, or explicitly prohibited by the
U.S. Environmental Protection Agency or the state of Colorado may not be used for chemical
stabilization. Water soluble plant-based oils or gums, clay additives, or other synthetic polymer
emulsion that are non-toxic, non-combustible, and harmless to fish, wildlife, plants, pets, and
humans may be used for chemical stabilization.
Page 24
3.10 Saw Cutting and Grinding
Above: This photo illustrates concrete cutting and how the activity can generate dust.
Cutting and grinding of asphalt, concrete and other masonry materials can be a significant short-term
source of fugitive dust that may expose workers and the public to crystalline silica. Inhalation of silica
can cause lung disease known as silicosis and has been linked to other diseases such as tuberculosis and
lung cancer. Using additional best management practices during cutting and grinding operations can
significantly reduce dust emissions.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any person, owner, or operator that cuts or grinds asphalt,
concrete, brick, tile, stone, or other masonry materials and whose operations are a dust generating
activity or source shall use the following best management practices to prevent off-property transport
of fugitive dust emissions:
(i) Restrict access: prevent the public from entering the area where dust emissions occur.
(ii) High winds restriction: temporarily halt work activities during high wind events greater than
30 mph if operations would result in off-property transport.
(iii) Equipment and work area clean up: use wet wiping, wet sweeping, or vacuuming with HEPA
filtration for equipment and work area clean up and do not cause dust to become airborne
during clean up.
(iv) Slurry clean up: prevent water used for dust control or clean up from entering any public
right-of-way, storm drainage facility, or watercourse by using containment, vacuuming,
absorption, or other method to remove the slurry, and dispose of slurry and containment
materials properly. Follow additional procedures prescribed in the City’s Fort Collins Stormwater
Criteria Manual or contract documents and specifications.
(b) Additional Best Management Practices: In the event 3.10(a)(i)-(iv) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
Page 25
(i) On-tool local exhaust ventilation: use a tool-mounted dust capture and collection system.
(ii) On-tool wet suppression: use a tool-mounted water application system.
(iii) Vacuuming: use a vacuum equipped with a HEPA filter simultaneously with cutting or
grinding operations.
(iv) Wet suppression: use a water sprayer or hose simultaneously with cutting or grinding
operations.
(v) Enclosure: conduct cutting or grinding within an enclosure with a dust collection system or
temporary tenting over the work area.
Above: These photos illustrate how dust generated from cutting can be minimized by applying on-tool
wet suppression, an additional best management practice associated with saw cutting and grinding.
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3.11 Abrasive Blasting
Above: This photo illustrates abrasive blasting without dust mitigation in place.
Abrasive blasting is used to smooth rough surfaces; roughen smooth surfaces; and remove paint, dirt,
grease, and other coatings from surfaces. Abrasive blasting media may consist of sand; glass, plastic or
metal beads; aluminum oxide; corn cobs; or other materials. Abrasive blasting typically generates a
significant amount of fugitive dust if not controlled. The material removed during abrasive blasting can
become airborne and may contain silica, lead, cadmium or other byproducts removed from the surface
being blasted.*
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any person, owner, or operator who conducts outdoor
abrasive blasting or indoor abrasive blasting with uncontrolled emissions vented to the outside and
whose operations are a dust generating activity or source shall implement all of the following best
management practices to prevent off-property transport of fugitive dust emissions:
(i) Restrict access: prevent the public from entering the area where dust emissions occur.
(ii) High winds restriction: temporarily halt work activities during high wind events greater than
30 mph if operations would result in off-property transport.
(iii) Equipment and work area clean up: use wet wiping, wet sweeping, or vacuuming with HEPA
filtration for equipment and work area clean up and do not cause dust to become airborne
during clean up.
(iv) Slurry clean up: prevent water used for dust control or clean up from entering any public
right-of-way, storm drainage facility, or watercourse by using containment, vacuuming,
absorption, or other method to remove the slurry, and dispose of slurry and containment
materials properly.
(b) Additional Best Management Practices: In the event 3.11(a)(i)-(iv) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Enclosure: conduct abrasive blasting within an enclosure with a dust collection system or
temporary tenting over the work area.
Page 27
(ii) Wet suppression blasting: use one of several available methods that mix water with the
abrasive media or air during blasting operations.
(iii) Vacuum blasting: conduct air-based blasting that uses a nozzle attachment with negative air
pressure to capture dust.
(iv) Abrasive media: select less toxic, lower dust-generating blasting media.
* Blasting on surfaces that contain lead paint or wastes from sand blasting that contain hazardous materials may be subject
to additional state and federal requirements.
Above: This photo illustrates wet suppression blasting, an additional best management practice.
Page 28
3.12 Mechanical Blowing
Above: This photo illustrates mechanical blowing without dust mitigation in place.
Mechanical blowers are commonly used to move dirt, sand, leaves, grass clippings and other
landscaping debris to a central location for easier pick-up and removal. Mechanical blowing with a leaf
blower can be a significant source of fugitive dust in some situations and can create nuisance conditions
and cause health effects for sensitive individuals. Mechanical blowing can resuspend dust particles that
contain allergens, pollens, and molds, as well as pesticides, fecal contaminants, and toxic metals causing
allergic reactions, asthma attacks and exacerbating other respiratory illnesses.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any person, owner, or operator who operates a mechanical
leaf blower (gas, electric, or battery-powered) in a manner that is a dust generating activity or source
shall use at least one of the following best management practices as necessary to prevent off-property
transport of fugitive dust emissions
(i) Low speed: use the lowest speed appropriate for the task and equipment.
(ii) Operation: use the full length of the blow tube and place the nozzle as close to the ground as
possible.
(iii) High winds restriction: temporarily halt work activities during high wind events greater than
30 mph if operations would result in off-property transport.
(b) Additional Best Management Practices: In the event 3.11(a)(i)-(iii) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Alternative method: use an alternative such as a rake, broom, shovel, manually push
sweeper or a vacuum machine equipped with a filtration system.
(ii) Prevent impact: do not blow dust and debris off-property or in close proximity to people,
animals, open windows, air intakes, or onto adjacent property, public right-of-way, storm
drainage facility, or watercourse.
Page 29
(iii) Minimize use on dirt: minimize the use of mechanical blower on unpaved surfaces, road
shoulders, or loose dirt.
(iv) Wet suppression: use a light spray of water, as necessary and appropriate considering
current weather conditions, to dampen dusty work areas. Prevent water, dirt, and debris from
entering any storm drainage facility, or watercourse.
(v) Remove debris: remove and properly dispose of blown material immediately.
Above: These photos illustrate alternative methods to mechanical blowing that can minimize dust
generation.
Page 30
4.0 Dust Control Plan for Land Development Greater Than Five Acres
A dust control plan is required for all development projects or construction sites with a total disturbed
surface area equal to or greater than five (5) acres. If the project is required to obtain a development
construction permit, then the dust control plan shall be submitted with the development review
application or the development construction permit application. A copy of the dust control plan shall be
available onsite at all times for compliance and inspection purposes.
For dust control plans associated with a Development Construction Permit (DCP), applications for the
DCP are available online at www.fcgov.com/developmentreview/applications.php. The dust control plan
may be submitted on the Dust Control Plan Form included in Chapter 4 of this Manual or other
equivalent format and shall include the following information:
• Project name and location.
• Name and contact information of property owner.
• Project start and completion dates.
• Name and contact information of the developer, general contractor, and each contractor or
operator that will be engaged in an earthmoving activity.
• Total size of the development project or construction site in acres.
• A description of the project phasing or sequencing of the project to minimize the amount of
disturbed surface area at any one time during the project.
• A list of each dust generating activity or source associated with the project.
• A list of each best management practice and engineering control that will be implemented for
each dust generating activity or source.
• A list of additional best management practices that will be implemented if initial controls are
ineffective.
• A signed statement from the property owner, developer, general contractor, and each
contractor or operator engaged in an earthmoving activity acknowledging receipt of the Dust
Control Plan and an understanding of and ability to comply with the best management practices
in the plan.
Page 31
DUST CONTROL PLAN
PROJECT INFORMATION
Project Name
Project Location
Start and Completion Dates
Total Size of Project Site (acres)
Maximum disturbed surface area at
any one time (acres)
Property Owner
name, address, phone, e-mail
Developer
name, address, phone, e-mail
General Contractor
name, address, phone, e-mail
Subcontractor or Operator
of a dust generating activity or source
name, address, phone, e-mail
Subcontractor or Operator
of a dust generating activity or source
name, address, phone, e-mail
Subcontractor or Operator
of a dust generating activity or source
name, address, phone, e-mail
PROJECT PHASING OR SEQUENCING
Provide a description of how this project will be phased or sequenced to minimize the disturbed surface
area. Attach phasing plan or map if available.
Page 32
DUST CONTROL PLAN CERTIFICATION
I certify the information and attachments contained in this Dust Control Plan are true and correct to the
best of my knowledge and that I and the project's subcontractors have received a copy of this Dust
Control Plan and acknowledge my understanding of and ability to comply with best management
practices for controlling fugitive dust emissions. I hereby permit City officials to enter upon the property
for the purpose of inspection of any dust generating activity or source for which I am the responsible
person, owner, or operator.
Name: ________________________________________________________________________________
Title: ___________________________________ Role on project: ________________________________
Address: ________________________________________________ Phone:
__________________________
Signature: ___________________________________________________ Date: ____________________
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
List of Subcontractors:
Title: ___________________________________ Role on project: ________________________________
Title: ____________________________________ Role on project: ________________________________
Title: ___________________________________ Role on project: ________________________________
Title: ____________________________________Role on project: ________________________________
Title: ____________________________________Role on project: ________________________________
Title: ___________________________________ Role on project: ________________________________
Title: ___________________________________ Role on project: ________________________________
Title: ___________________________________ Role on project: ________________________________
Page 33
Instructions: Place an X in each box indicating all best management practices that will be implemented for each dust
generating activity. Please refer to the Dust Prevention and Control Manual for requirements.
Dust Generating Activity
/Best Management Practice
Earthmoving
Demolition/
Renovation
Stockpile
Street Sweeping
Track-out /Carry-
out
Bulk Materials
Transport
Unpaved Roads
and Haul Roads
Parking Lot
Open Area
Saw Cutting or
Grinding
Abrasive Blasting
Leaf Blowing
.
Abrasive media
Asbestos or lead materials
Building permit
Chemical stabilization
Construction sequencing
Drop height
Enclosure
Equipment &work area clean up
Erosion Control plan
High winds restriction
Load cover
Leaf blowing techniques
Location
Minimize disturbed area
On-tool local exhaust ventilation
On-tool wet suppression
Other method
Reduce vehicle speeds
Remove deposition
Restrict access
Slurry clean up
Soil retention
Stockpile permit
Surface improvements
Surface roughening
Sweeping
Synthetic or natural cover
Track-out prevention system
Uncontrolled sweeping prohibited
Vacuum
Vegetation
Wet suppression
Wind barrier
Describe any additional dust generating activities and best management practices that will be used:
Page 34
5.0 Resources
5.1 Cross Reference to Codes, Standards, Regulations, and Policies
Earthmoving Activities
Fort Collins Land Use Code Article 3 General Development Standards §3.2.2 Access, Circulation and
Parking.
Fort Collins Land Use Code Article 3 General Development Standards §3.4.1(N) Standards for Protection
During Construction.
Fort Collins Land Use Code Article 3 General Development Standards §3.4.2 Air Quality.
Fort Collins City Code, Chapter 5 Buildings and Building Regulations, Section 5-27 (59) §3602.1.1
Building demolitions.
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 23 Public Property §23-16. Permit required; exception in case of
emergency.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Fort Collins Stormwater Criteria Manual, Volume 3, Chapter 7, Section 1.3 Policy, Standards and
Submittal Requirements, §1.3.3.e.5.
Fort Collins Stormwater Criteria Manual – Fact Sheet SM-1 Construction Phasing/Sequencing and Fact
Sheet EC-1 Surface Roughening.
Larimer County Land Use Code §8.11.4. Fugitive dust during construction.
State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.b
Construction Activities.
OSHA Safety and Health Regulations for Construction 29 CFR Part 1926.55 Gases, vapors, fumes, dusts,
and mists.
Demolition and Renovation
Fort Collins Land Use Code, Division 2.7 Building Permits §2.7.1
Fort Collins City Code, Chapter 5 Buildings and Building Regulations, Section 5-27 (59) §3602.1.1
Building demolitions.
Page 35
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
State of Colorado, Air Quality Control Commission, Regulation Number 8, Part B Control of Hazardous
Air Pollutants, 5 CCR 1001-10.
Stockpiles
Fort Collins Land Use Code, Division 2.6 Stockpiling Permits and Development Construction Permits
§2.6.2.
Fort Collins Land Use Code §2.6.3 (K) Stockpiling Permit and Development Construction Permit Review
Procedures.
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Fort Collins Stormwater Criteria Manual Volume 3, Chapter 7, Section 1.3 Policy, Standards and
Submittal Requirements, §1.3.3.e.7.
Fort Collins Stormwater Criteria Manual - Fact Sheet MM-2 Stockpile Management.
State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.c Storage and
Handling of Materials.
Street Sweeping
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Fort Collins Stormwater Criteria Manual - Fact Sheet SM-7 Street Sweeping and Vacuuming.
Track-out/Carry-out
Fort Collins Traffic Code, Part 1407 Spilling loads on highways prohibited.
Fort Collins Land Use Code §5.2.1 Definitions Maintenance (of a newly constructed street).
Fort Collins City Code: Chapter 20 – Nuisances, Article V - Dirt, Debris and Construction Waste, §Sec.
20-62. Depositing on streets prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Fort Collins Stormwater Criteria Manual, Volume 3, Chapter 7, Section 1.3 Policy, Standards and
Submittal Requirements, §1.3.3.e.8.
Page 36
Fort Collins Stormwater Criteria Manual – Fact Sheet SM-4 Vehicle Tracking Control.
Fort Collins Stormwater Criteria Manual – Fact Sheet SM-7 Street Sweeping and Vacuuming.
State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.a.(ii).(B)
General Requirements.
Bulk Materials Transport
Fort Collins Traffic Code, Part 1407 Spilling loads on highways prohibited.
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.f Haul Trucks.
Colorado Revised Statutes. 42-4-1407 Spilling loads on highways prohibited.
Unpaved Roads and Haul Roads
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.a Roadways
and §III.D.2.e Haul Roads.
Parking Lots
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Open Areas and Vacant Lots
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Saw Cutting and Grinding
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Fort Collins Stormwater Criteria Manual – Fact Sheet SM-12 Paving and Grinding Operations.
Page 37
Colorado Department of Transportation Standard Specifications for Road and Bridge Construction,
Section 208.04 Best Management Practices for Stormwater.
Abrasive Blasting
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Mechanical (Leaf) Blowing
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
5.2 City of Fort Collins Manuals and Policies
Fort Collins Stormwater Criteria Manual http://www.fcgov.com/utilities/business/builders-and-
developers/development-forms-guidelines-regulations/stormwater-criteria
City of Fort Collins Parks and Recreation Environmental Best Management Practices Manual 2011,
Chapter Four: Best Management Practices for Construction http://www.fcgov.com/parks/pdf/bmp.pdf
City of Fort Collins Building Design and Construction Standards, Oct. 2013
http://www.fcgov.com/opserv/pdf/building-design-standards2.pdf?1390850442
City of Fort Collins, Recommended Species and Application Rates of Perennial Native Upland Grass Seed
for Fort Collins, Colorado.
City of Fort Collins Plant List, April 2011.
5.3 References for Dust Control
Leaf Blowing
A Report to the California Legislature on the Potential Health and Environmental Impacts of Leaf
Blowers, California Environmental Protection Agency – Air Resources Board, Feb. 2000.
http://www.arb.ca.gov/msprog/mailouts/msc0005/msc0005.pdf
Abrasive Blasting
Sandblasting and Other Air-based Blasting Fact Sheet, Minnesota Pollution Control Agency, Dec. 2011.
Protecting Workers from the Hazards of Abrasive Blasting Materials, OSHA Fact Sheet.
California Air Resources Board, Abrasive Blasting Program.
http://www.arb.ca.gov/ba/certabr/certabr.htm
Page 38
Saw Cutting
OSHA Fact Sheet on Crystalline Silica Exposure
https://www.osha.gov/OshDoc/data_General_Facts/crystalline-factsheet.pdf
State of New Jersey – Dry Cutting and Grinding Fact Sheet
http://www.state.nj.us/health/surv/documents/dry_cutting.pdf
Centers for Disease Control and Prevention - Engineering Controls for Silica in Construction
http://www.cdc.gov/niosh/topics/silica/cutoffsaws.html
Shepherd-S; Woskie-S, Controlling Dust from Concrete Saw Cutting. Journal of Occupational and
Environmental Hygiene, 2013 Feb; 10(2):64-70. http://www.cdc.gov/niosh/nioshtic-2/20042808.html
Akbar-Khanzadeh F, Milz SA, Wagner CD, Bisesi MS, Ames AL, Khuder S, Susi P, Akbar-Khanzadeh M,
Effectiveness of dust control methods for crystalline silica and respirable suspended particulate matter
exposure during manual concrete surface grinding. Journal of Occupational and Environmental Hygiene,
2010 Dec;7(12):700-11. http://www.ncbi.nlm.nih.gov/pubmed/21058155
HSE, On-Tool Controls to Reduce Exposure to Respirable Dusts in the Construction Industry – A Review.
Health and Safety Executive, RR926, 2012, Derbyshire, U.K.
http://www.hse.gov.uk/research/rrpdf/rr926.pdf
Croteau G, Guffey S, Flanagan ME, Seixas N, The Effect of Local Exhaust Ventilation Controls on Dust
Exposures During Concrete Cutting and Grinding Activities. American Industrial Hygiene Association
Journal, 2002 63:458–467
http://deohs.washington.edu/sites/default/files/images/general/CroteauThesis.pdf
Unpaved Roads, Parking Lots, and Open Areas
Dust Control from Unpaved Roads and Surfaces, Code 373, USDA-NRCS, April 2010.
http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs143_025946.pdf
CPWA, 2005, Dust Control for Unpaved Roads, A Best Practice by the National Guide to Sustainable
Municipal Infrastructure, Canadian Public Works Association.
Colorado Forest Road Field Handbook, Colorado State Forest, Editor: Richard M. Edwards, CF; CSFS
Assistant Staff Forester, July 2011.
Fay L., Kociolek A., Road Dust Management and Future Needs: 2008 Conference Proceedings, Western
Transportation Institute, March 2009.
Chemical Stabilizers
Interim Guidelines on Dust Palliative Use in Clark County, Nevada. Nevada Division of Environmental
Protection, Feb. 2001. http://ndep.nv.gov/admin/dustpa1.pdf
Bolander, Peter, ed. 1999. Dust Palliative Selection and Application Guide. Project Report. 9977-1207-
SDTDC. San Dimas, CA: U.S. Department of Agriculture, Forest Service, San Dimas Technology and
Development Center. http://www.fs.fed.us/eng/pubs/html/99771207/99771207.html
Page 39
Techniques for Fugitive Dust Control – Chemical Suppressants, City of Albuquerque NM, website last
accessed on Oct. 25, 2014.
http://www.cabq.gov/airquality/business-programs-permits/ordinances/fugitive-dust/fugitive-dust-
control
USDA BioPreferred Catalog: Dust Suppressants
http://www.biopreferred.gov/BioPreferred/faces/catalog/Catalog.xhtml
USGS Columbia Environmental Research Center Project: Environmental Effects of Dust Suppressant
Chemicals on Roadside Plant and Animal Communities,
http://www.cerc.usgs.gov/Projects.aspx?ProjectId=77
Street Sweeping
U.S. Department of Transportation, Federal Highway Administration, Stormwater Best Management
Practices: Street Sweeper Fact Sheet. http://environment.fhwa.dot.gov/ecosystems/ultraurb/3fs16.asp
Agriculture and Livestock
Agricultural Air Quality Conservation Measures - Reference Guide for Cropping Systems and General
Land Management, USDA-NRCS, Oct. 2012.
http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb1049502.pdf
Dust Control from Animal Activity on Open Lot Surfaces, Code 375, USDA-NRCS, Sept. 2010.
http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs143_025821.pdf
Residue and Tillage Management, Reduced Till, Code 345, USDA-NRCS, Dec. 2013.
http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb1251402.pdf
Herbaceous Wind Barriers, Code 603, USDA-NRCS, Jan. 2010.
http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs143_025927.pdf
Michalewicz, D. A., J. D. Wanjura, B. W. Shaw, and C. B. Parnell. 2005. Evaluation of sources and controls
of fugitive dust from agricultural operations. In Proc. 2005 Beltwide Cotton Conference.
http://caaqes.tamu.edu/Publication-Particulate%20Matter.html
Harner J., Maghirang R., Razote E., Water Requirements for Dust Control on Feedlots, from the
proceedings of Mitigating Air Emissions From Animal Feeding Operations Conference, May 2008.
http://www.extension.org/pages/23966/water-requirements-for-dust-control-on-feedlots
California Air Pollution Control Officers Association Agriculture Clearinghouse
http://www.capcoa.org/ag-clearinghouse/
U.S. Department of Agriculture Natural Resources Conservation Service - Nevada, Fugitive Dust: A Guide
to the Control of Windblown Dust on Agricultural Lands in Nevada. Jan. 2007.
http://www.cdsn.org/images/FugitiveDustGuide_v7_201_.pdf
Demolition and Renovation
Page 40
CDPHE, Demolition and Asbestos Abatement forms and information
https://www.colorado.gov/pacific/cdphe/asbestos-forms
Earthmoving Activities
CDPHE, An Overview of Colorado Air Regulations for Land Development, August 2014
https://www.colorado.gov/pacific/sites/default/files/AP_Land-Development-Guidance-Document_1.pdf
Working With Dirt When the Wind Blows
http://www.gradingandexcavation.com/GX/Articles/Working_With_Dirt_When_the_Wind_Blows_5455
.aspx
EPA – Stormwater Best Management Practices: Dust Control
http://water.epa.gov/polwaste/npdes/swbmp/Dust-Control.cfm
EPA – Stormwater Best Management Practices: Wind Fences and Sand Fences
http://water.epa.gov/polwaste/npdes/swbmp/Wind-Fences-and-Sand-Fences.cfm
EPA – Stormwater Best Management Practices: Construction Sequencing
http://water.epa.gov/polwaste/npdes/swbmp/Construction-Sequencing.cfm
EPA – Stormwater Best Management Practices: Construction Entrances
http://water.epa.gov/polwaste/npdes/swbmp/Construction-Entrances.cfm
An Overview of Colorado Air Regulations for Land Development. Colorado Department of Public Health
and Environment – Air Pollution Control Division.
https://www.colorado.gov/pacific/sites/default/files/AP_Land-Development-Guidance-Document_1.pdf
Health Effects of Particulate Matter
U.S. Environmental Protection Agency, Integrated Science Assessment for Particulate Matter.
EPA/600/R-08/139F Dec. 2009.
http://cfpub.epa.gov/ncea/cfm/recordisplay.cfm?deid=216546#Download
World Health Organization, Health Effects of Particulate Matter - Policy. 2013
http://www.euro.who.int/__data/assets/pdf_file/0006/189051/Health-effects-of-particulate-matter-
final-Eng.pdf
Preventing Silicosis in Construction Workers, NIOSH http://www.cdc.gov/niosh/docs/96-112/
General
Dust Abatement Handbook, Maricopa County Air Quality Department, June 2013.
http://www.maricopa.gov/aq/divisions/compliance/dust/docs/pdf/Rule%20310-Dust%20Handbook.pdf
Fugitive Dust Control: Self Inspection Handbook, California Air Resources Board, 2007.
http://www.arb.ca.gov/pm/fugitivedust_large.pdf
WRAP Fugitive Dust Handbook, Western Governors’ Association. Sept. 2006.
Page 41
Managing Fugitive Dust: A Guide for Compliance with the Air Regulatory Requirements for Particulate
Matter Generation, Michigan Department of Environmental Quality. March 2014.
Colorado Oil and Gas Conservation Commission, Rules and Regulations, Rule 805 Odors and Dust
http://cogcc.state.co.us/
As of January 2012, the City of Fort Collins requires that the following materials be recycled at all new construction sites
within city limits: wood, metals, cardboard, and aggregates (including concrete, asphalt, ceramics and brick). Project
managers can either hire one full-service hauler to collect all trash and recyclables or may choose to haul materials
themselves to a recycling specialist company. Resources for either option are listed below. Updated information is also
posted at fcgov.com/recycling – look for “Who Recycles What” in the side menu, then click on the listings for “construction
and demolition debris.”
City of Fort Collins Environmental Services staff is available to provide communication materials for recycling at your job site
or answer any questions you may have at 970-221-6288 or cmitchell@fcgov.com.
CONSTRUCTION & DEMOLITION DEBRIS RECYCLING RESOURCES
Full-Service Construction Waste Recycling Companies
Benson’s RollOff, 6885 Lowell Blvd., Denver, 303-650-6312, bensonrolloff.com. Will collect trash and recyclables,
including wood, metals, cardboard, and aggregates.
Gallegos Sanitation, P.O. Box 1986, Fort Collins, 970-484-5556, gsiwaste.com. Will collect trash and recyclables,
including wood, metals, cardboard, aggregates, yard waste, electronics, and food waste. Will help design
comprehensive construction waste recycling program and haul all recyclables. Programs geared towards diverting
maximum volume of construction waste.
Heimbuck Disposal, P.O. Box 270310, Fort Collins, 970-472-1823, heimbuckdisposal.com. Will collect trash and
recyclables, including wood, metals, cardboard, and aggregates.
Home Builder Services, 3031 Hwy. 119, Longmont, 303-651-5700, cfshbs.com/dumpster/about-us.php. Will collect
trash and recyclables, including wood, metals, cardboard, and aggregates.
Mike’s Hauling, PO Box 7634, Loveland, 970-613-9642, mikeshaulingandcleanup.com. Will collect trash and
recyclables, including wood, metals, cardboard, and aggregates.
Waste-Not Recycling, 1065 Poplar St., Loveland, 970-669-9912 or 800-584-9912, waste-not.com. Will collect trash and
recyclables, including wood, metals, cardboard, aggregates and more. Will help design comprehensive construction waste
recycling program and haul all recyclables. Programs geared towards diverting maximum volume of construction waste.
Waste Management of Northern Colorado, 40950 Weld County Rd. 25, Ault, 970-674-2500, wm.com. Will collect trash
and recyclables, including wood, metals, cardboard, and aggregates.
Asphalt, Bricks, Concrete (Aggregates)
City of Fort Collins Streets Dept., 1380 Hoffman Mill Rd., Fort Collins, 970-482-1249, fcgov.com/streets/crushing.php.
Receives dropped-off materials only. Accepts asphalt (clean, broken, or milled), brick, cement, cinder blocks, pit run
(clean dirt and rock mix), rocks, etc. at no charge. Materials are ground up and used in road base.
Page 1 of 2
Rev. 2/14
Cardboard
City of Fort Collins Recycling Drop-off, 1702 Riverside Dr., Fort Collins, 970-221-6600, fcgov.com/recycling/dropoff.php.
Receives dropped-off materials only. Accepts flattened cardboard, packing paper, office paper and shredded paper at
no charge. Open seven days a week during daylight hours.
Colorado Iron & Metal, 903 E. Buckingham St., Fort Collins, 970-482-7707, coloradoironmetal.com. Receives dropped-
off materials and may collect materials as well. Accepts scrap metal and cardboard.
Green Girl, P.O. Box 324, Jamestown, 303-442-7535. Will collect cardboard for recycling.
Larimer County Landfill, 5887 S. Taft Hill Rd., Fort Collins, 970-498-5760, larimer.org/solidwaste. Receives dropped-
off materials only. The recycling facility pays for large, clean loads of cardboard, and also offers drop-off recycling for
smaller amounts of cardboard at no charge.
Metals
Note: scrap metals include a wide variety of materials, including appliances, pipes, iron, and structural steel. Metals
accepted usually include lead, copper, brass, stainless steel, scrap steel, structural steel, steel pipes, and cast iron.
Aragon Iron & Metal, 516 N. Highway 287, Fort Collins, 970-484-2577, aragonironandmetal.com. Receives dropped-off
materials and may collect materials as well. Accepts scrap metal and batteries. May pay for some metals.
Colorado Iron & Metal, 903 E. Buckingham St., Fort Collins, 970-482-7707, coloradoironmetal.com. Receives dropped-
off materials and may collect materials as well. Accepts scrap metal and cardboard. May pay for some metals.
RMB Recycling Center, 1475 N. College Ave., Fort Collins, 970-484-5384, rmbrecycling.com. Receives dropped-off
materials and may collect materials as well. Accepts scrap metal, batteries, and wood pallets. May pay for some metals.
Wood
Note: wood waste includes scrap lumber, crates, shake shingles, saw dust, tree branches and other yard waste.
A1 Organics, 16350 WCR 76, Eaton, 970-454-3492, a1organics.com. Receives dropped-off materials only. Accepts
wood waste, yard waste and food waste. Fee charged per cubic yard of material.
Hageman Earth Cycle, Inc, 3501 E Prospect Rd., Fort Collins, 970-221-7173, hagemanearthcycle.com. Receives
dropped-off materials only. Accepts wood waste and yard waste. Fee charged per cubic yard of material.
Uncle Benny’s Building Supplies, 1815 S. County Rd. 13C, Loveland, 970-593-1667. Receives dropped-off materials
only. Accepts lumber, windows, doors, plumbing fixtures, countertops, cabinets etc. May pay for some materials.
Salvageable Architectural Materials (optional under current ordinance)
Habitat for Humanity, 4001 S. Taft Hill Rd., Fort Collins, 970-223-9909, habitatstore.org. Receives dropped-off
materials only. Accepts donations of building materials (new and used), lighting fixtures, large appliances less than 10
years old, furniture, automobiles, etc. Please call before making your donation. All proceeds from home store sales go to
building Habitat homes.
National Center for Craftsmanship, 1414 Blue Spruce, Unit B, Fort Collins, 970-215-4587, nccraftsmanship.org.
Complete or partial deconstruction of buildings for recycling, reuse, diversion up to 90% by weight. Program provides tax
incentives / credits and LEED points for qualified owners & projects.
Uncle Benny’s Building Supplies, 1815 S. County Rd. 13C, Loveland, 970-593-1667. Receives dropped-off materials
only. Accepts lumber, windows, doors, plumbing fixtures, countertops, cabinets etc. May pay for some materials.
Page 2 of 2
page 1 of 5 CDOT Form #1176 3/08
CITY OF FORT COLLINS
STORMWATER FIELD INSPECTION REPORT - ACTIVE CONSTRUCTION
(1) Project Name:
(2) Project Contractor: (3) Contractor’s SWMP Administrator:
Edora Park Maintenance Building Remodel TBD TBD
(4) City of Fort Collins Project Manager (5) Inspector(s) (Name and Title): (6) City of Fort Collins Project Number:
Ethan Cozzens Jesse Schlam TBD
(7) City of Fort Collins MS4 #:
(11) Weather at Time of Inspection:
(8) CDPS-SCP Certification#: (9) Time: (10) Date of Project Inspection:
(12) REASON FOR INSPECTION / EXCLUSION
❑ Routine Inspection: (minimum every 14 Calendar Days)
❑ Runoff Event: (Post-storm event inspections must be conducted within 24 hours after the end of any precipitation or snowmelt event that causes
surface erosion. If no construction activities will occur following a storm event, post-storm event inspections shall be conducted prior to re-commencing
construction activities, but no later than 72 hours following the storm event. The occurrence of any such delayed inspection must be documented in
the
inspection record.) Routine inspections still must be conducted every 14 calendar days.
Storm Start Date: Approximate End Time of Storm (hrs):
❑ Third Party Request:
❑ Winter Conditions Inspections Exclusion: Inspections are not required at sites where construction activities are temporarily halted, snow cover
exists over the entire site for an extended period, and melting conditions posing a risk of surface erosion do not exist. This exception is applicable
only during the period where melting conditions do not exist, and applies to the routine 14-day inspections, as well as the post-storm-event inspections.
If visual inspection of the site verifies that all of these conditions are satisfied, document the conditions in section 18 (General Notes) and proceed to
section 19 (Inspection Certification). Documentation must include: dates when snow cover occurred, date when construction activities ceased, and
date when melting conditions began.
❑ Other:
(13) SWMP MANAGEMENT (14) CURRENT CONSTRUCTION ACTIVITIES:
Yes No NA
Estimate of disturbed area at the time of
the inspection: Acres
(a) Is the SWMP binder located on site?
(b) Are changes to the SWMP documents noted and approved?
(c) Are the inspection reports retained in the SWMP binder?
(d) Are corrective actions from the last inspection completed?
(e) Is a Spill Prevention Control and Countermeasure Plan retained
In the binder at the project site?
(f) Is a list of potential pollutants retained in the binder at the site?
(15) BMPs ON SITE AT TIME OF INSPECTION *See Inspection Report Instructions for more detail.
In SWMP Used Not Needed
at this time
In SWMP Used Not Needed
at this time
(a) SEDIMENT CONTROL BMPs ON SITE (b) EROSION CONTROL BMPs ON SITE
Stabilized Const. Entrance ❑ ❑ ❑
Sediment Trap ❑ ❑ ❑
Inlet Protection* ❑ ❑ ❑
Sediment Basin ❑ ❑ ❑
Perimeter Control* ❑ ❑ ❑
Grading Techniques* ❑ ❑ ❑
Berm/Diversion ❑ ❑ ❑
Check Dams* ❑ ❑ ❑
Outlet Protection* ❑ ❑ ❑
Other: ❑ ❑ ❑
(c) BMPs FOR SPECIAL CONDITIONS
Dewatering Structure ❑ ❑ ❑
Temp. Stream Crossing ❑ ❑ ❑
Clear Water Diversion ❑ ❑ ❑
Sensitive Area Fencing ❑ ❑ ❑
Other: ❑ ❑ ❑
page 1 of 5 CDOT Form #1176 3/08
Seeding ❑ ❑ ❑
Mulching/Mulch Tackifier ❑ ❑ ❑
Soil Binder ❑ ❑ ❑
Soil Retention Blankets ❑ ❑ ❑
Embankment Protector ❑ ❑ ❑
Other: ❑ ❑ ❑
(d) MATERIALS HANDLING, SPILL PREVENTION,
WASTE MANAGEMENT AND GENERAL POLLUTION
PREVENTION
Stockpile Management* ❑ ❑ ❑
Materials Management* ❑ ❑ ❑
Concrete Waste Management* ❑ ❑ ❑
Saw cutting Dust/Water Mgt* ❑ ❑ ❑
Solid Waste/Trash Management ❑ ❑ ❑
Street/Curb & Gutter Sweeping ❑ ❑ ❑
Sanitary Facility* ❑ ❑ ❑
Vehicle and Equip. Management ❑ ❑ ❑
page 2 of 5
(16) CONSTRUCTION SITE ASSESSMENT & CORRECTIVE ACTIONS **Off site Pollutant Discharges are a Violation of the Permit and Reason for Immediate Project Suspension**
The construction site perimeter, all disturbed areas, material and/or waste storage areas that are exposed to precipitation, discharge locations, and locations where
vehicles access the site shall be inspected for evidence of, or the potential for, pollutants leaving the construction site boundaries, entering the stormwater drainage
system, or discharging to state waters. If there is evidence of sediment or other pollutants discharging from the site, see section 17 (Construction Site Assessment).
All erosion and sediment control practices identified in the SWPPP shall be evaluated to ensure that they are maintained and operating correctly. Identify the
condition of the BMP, using more than one letter if necessary: (I) Incorrect Installation; (M) Maintenance is needed; (F) BMP failed to operate; (A) Additional BMP is
needed; (R) Remove BMP. Keep copies of this blank page for additional room if needed.
Continuous maintenance is required on all BMPs. BMPs that are not operating effectively, have proven to be inadequate, or have failed must be addressed
as soon as possible, immediately in most cases.
Location BMP Condition
Comments:
Description of Corrective Action and Preventative Measure Taken
Date
Completed
& Initials
page3 of 5
(17) CONSTRUCTION SITE ASSESSMENT:**OFF SITE POLLUTANT DISCHARGES ARE A VIOLATION OF THE PERMIT AND REASON FOR IMMEDIATE PROJECT SUSPENSION**
(a) Is there evidence of discharge of sediment or other pollutants from the site? ❑ Yes ❑ No
*If yes, explain the discharge and the corrective actions in section 16 (Construction Site Assessment & Corrective Actions) or section 18 (General Notes).
(b) Has sediment or other pollutants discharging from the site reached state waters? ❑ Yes ❑ No
*If yes, see subsection 208.03(c) and Part II A.2 and 3 of the permit for reporting requirements.
(18) GENERAL NOTES
(19) INSPECTION CERTIFICATION
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure
that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those
persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am
aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.
Contractor’s Erosion Control Supervisor/SWMP Administrator (Signature Required) Date:
City of Fort Collins Inspector (Signature Required) Date:
(20) COMPLIANCE CERTIFICATION
Corrective action(s) has been taken, or where a report does not identify any incidents requiring corrective action, the report shall contain a signed statement
indicating the site is in compliance with the permit to the best of the signer’s knowledge and belief.
Contractor’s Erosion Control Supervisor/SWMP Administrator (Signature Required) Date:
City of Fort Collins Inspector (Signature Required) Date:
page4 of 5
Stormwater Management Field Inspection Report Instructions
State waters are defined to be any and all surface and subsurface waters which are contained in or flow through the state,
including, streams, rivers, lakes, drainage ditches, storm drains, ground water, and wetlands, but not including waters in sewage
systems, waters in treatment works or disposal systems, waters in potable water distribution systems, and all water withdrawn for
use until use and treatment have been completed. (Per subsection 107.25 and 25-8-103 (19) CRS)
(3) Erosion Control Supervisor/SWMP Administrator: Indicate the name of the individual responsible for implementing,
maintaining and revising the SWPPP.
(4) City of Fort Collins Inspector: Indicate the name of the City representative performing the inspection with the
ECS/SWPPP Administrator. This person should be the Environmental Specialty or an authorized representative.
(9) CDPS-SCP Certification #: Indicate the Colorado Discharge Permit System (CDPS) Stormwater Construction Permit (SCP)
(for Stormwater Discharges Associated with Construction Activities) certification number, issued by CDPHE, for the project which
the report is being completed. Certification number can be found on the first page of the SCP.
(12) Reason(s) for Inspection / Exclusion: Indicate the purpose for the inspection or exclusion. These inspections are
required to comply with the City of Fort Collins Specifications and the CDPS-SCP.
❑ Routine Inspections. These inspections are required at least every 14 calendar days during active construction. Suspended
projects require the 14 calendar day inspection unless snow cover exists over the entire site for an extended period of time, and
melting conditions do not exist (see, Winter Conditions Inspections Exclusions).
❑ Runoff Event Inspection for Active Sites. See page 1 for definition.
❑ Third Party Request. Indicate the name of the third party requesting the inspection and, if known, the reason the request was
made.
❑ Winter Conditions Inspections Exclusions. See page 1 for definition. An inspection does not need to be completed, but use
this form to document the conditions that meet the Exclusion.
❑ Other. Specify any other reason(s) that resulted in the inspection.
(13) SWMP Management: Review the SWPMP records and documents and use a ✔ to answer the question. To comply with
City of Fort Collins Standard Specifications and the CDPS-SCP, all of the items identified must be adhered to. If No is checked,
document the reason and indicate the necessary corrective action in section 16 (Construction Site Assessment & Corrective
Actions). If NA is checked, indicate why in the space provided or indicate in section 18 (General Notes).
(a) Is the SWPPP binder located on site? A copy of the SWMP binder must be retained on site, unless another location,
specified by the permit, is approved by the City of Fort Collins Project Manager.
(b) Are changes to the SWMP documents noted and approved? Indicate all changes that have been made to any portion of the
SWPPP binder documents during construction. Changes shall be dated and signed at the time of occurrence. Amendments
may include items listed in subsection 208.03(c).
(c) Are the inspection reports retained in the SWMP Binder? The ECS/Engineer shall keep a record of inspections. Inspection
reports must identify any incidents of non-compliance with the terms and conditions of the specifications or the CDPS-SCP.
Inspection records must be retained for three years from expiration or inactivation of permit coverage.
(d) Are corrective actions from the last inspection completed? Have corrective actions from the last inspection been addressed?
Is a description of the corrective action(s), the date(s) of the corrective action(s), and the measure(s) taken to prevent future
violations (including changes to the SWMP, as necessary) documented?
(e) Is a Spill Prevention Control and Countermeasure (SPCC) Plan retained in the SWMP binder? Subsection 208.051(c)
requires that a SPCC plan be developed and implemented to establish operating procedures and that the necessary employee
training be provided to minimize accidental releases of pollutants that can contaminate stormwater runoff. Records of spills,
leaks or overflows that result in the discharge of pollutants must be documented and maintained. Information that should be
recorded for all occurrences include the time and date, weather conditions, reasons for spill, etc. Some spills may need to be
reported to the Water Quality Control Division immediately.
(f) Is a list of potential pollutants retained at the site? Subsection 107.25(b)5 requires the Erosion Control Supervisor to identify
and describe all potential pollutant sources, including materials and activities, and evaluate them for the potential to contribute
pollutants to stormwater discharge.
(14) Current Construction Activities: Provide a short description of the current construction activities/phase at the project site;
include summary of grading activities, installation of utilities, paving, excavation, landscaping, etc.
- Estimate the acres of disturbed area at the time of the inspection. Include clearing, grading, excavation activities, areas
receiving overburden (e.g. stockpiles), demolition areas and areas with heavy equipment/vehicle traffic, installation of new or
improved haul roads and access roads, staging areas, borrow areas and storage that will disturb existing vegetative cover.
(15) BMPs On Site at Time of Inspection: Indicate the BMPs that are installed on-site at the time of inspection. All BMP
details (e.g., Standard Plan M-208-1) shall be included with the SWMP documents.
page5 of 5
Stormwater Management Field Inspection Report Instructions (continued)
BMPs In SWMP/Used/Not Needed at this Time. This section can be used as follows:
❑ If the BMP is required by the SWMP and implemented, indicate by placing a ✔ in both the “In SWMP” and “Used” columns.
❑ If the BMP is required by the SWMP, but not implemented, indicate by placing a ✔ in the “In SWMP” and “Not Needed at
this Time” columns.
(a) Erosion Control BMPs On Site
- Embankment Protector (e.g., temporary slope drains, open-chute drains, etc.)
- Grading Techniques (e.g., vertical tracking, scarifying, or disking the surface on the contour, etc.)
- Check Dams (e.g., rock check, erosion logs, erosion bales, silt berms, etc.)
- Outlet Protection (e.g., riprap, erosion log around top of headwall, etc.)
(b) Sediment Control BMPs On Site
- Inlet Protection (e.g., erosion logs, erosion bales, sand bags, gravel bags, etc.)
- Perimeter Control (e.g., silt fence, erosion logs, berms, etc.)
(d) Materials Handling, Spill Prevention, Waste Management and General Pollution Prevention
- Stockpile Management. Stockpiles shall be located away from sensitive areas. All erodible stockpiles (including topsoil) shall
be contained by silt fence, berms or other sediment control devices throughout construction (also see subsection 208.052).
- Materials Management. Material that could contribute pollutants to stormwater shall have secondary containment or other
equivalent protection (also see subsection 208.051).
- Concrete Waste Management. All concrete residue shall be contained in a signed structure as designed per subsection
208.02(k) and subsection 208.05(n). It shall be located a minimum of 50 feet from state waters.
- Saw Water Containment (e.g., pick-up broom or vacuum). Street washing is not allowed.
- Sanitary Facility. Temporary sanitary facilities shall be located 50 feet away from drainage ways, inlets, receiving waters, and
located away from areas of high traffic, and areas susceptible to flooding or damage by construction equipment.
(16) Construction Site Assessment & Corrective Actions: Inspect the construction site and indicate where BMP feature(s)
identified in section 15 (BMPs On Site at Time of Inspection), require corrective action. Erosion and sediment control practices
identified in the SWMP shall be evaluated to ensure that they are operating correctly.
- Location. Site location (e.g., project station number, mile marker, intersection quadrant, etc.).
- BMP. Indicate the type of BMP at this location that requires corrective action (e.g., silt fence, erosion logs, soil retention
blankets, etc.).
- Condition. Identify the condition of the BMP, using more than one letter (identified in section 16) if necessary.
- Description of Corrective Action and Preventative Measure Taken. Provide the proposed corrective action needed to bring the
area or BMP into compliance. Once corrective actions are completed, state the measures taken to prevent future violations and
ensure that the BMPs are operating correctly, including the required changes made to the SWMP.
- Date Completed & Initials. Date and initial when the corrective action was completed and the preventative measure statement
finished.
(17) Construction Site Assessment: Was there any off site discharge of sediment at this site since the last inspection?
(a) Is there evidence of discharge of sediment or other pollutants from the site? Off site pollutant discharges are a violation
of the permit. The construction site perimeter, all disturbed areas, material and/or waste storage areas that are exposed to
precipitation, discharge locations, and locations where vehicles access the site shall be inspected for evidence of, or the
potential for, pollutants leaving the construction site boundaries, entering the stormwater drainage system, or discharging to
state water.
(b) Has sediment or other pollutants discharging from the site reached state waters? Off site pollutant discharges are a
violation of the permit. If off site discharge has occurred, explain the discharge and the corrective actions in section 16
(Construction Site Assessment & Corrective Actions) or section 18 (General Notes).
(18) General Notes: Indicate any additional notes that add detail to the inspection; this may include positive practices noted on
the project.
(19) Inspection Certification: In accordance with Part I, F.1.c of the CDPS-SCP, all reports for submittal shall be signed and
certified for accuracy.
(20) Compliance Certification: In accordance with Part I, D.6.b.2.viii of the CDPS-SCP, compliance shall be certified through
signature.
Rev 1/1/14
Community Development & Neighborhood Services
281 N. College Ave. Fort Collins, CO 80522; Voice: 970-221-6760
FAX: 970-224-6134
CONSTRUCTION WASTE MANAGEMENT PLAN and DOCUMENTATION
Note: Environmental Services staff is able to assist with questions about getting a recycle program
implemented, and will also provide education and site visits upon request (call Caroline Mitchell at (970)
221-6288).
PROJECT INFORMATION
Address_______________________________________________Date_____________________________
Permit No._____________________________________________________________________________
General Contractor & Contact Info: __________________________________________________________
______________________________________________________________________________________
Material1
Vendor hauling the
material2
Facility recycling the
material3
Total volume or weight
of material4
Concrete/Masonry
Wood/Lumber
Metals
Cardboard
Trash N/A
Other (describe)
Required Documentation4: Provide signed documentation from the hauling company that the volumes &
weights listed above are accurate. If you hauled the materials yourself, attach tickets from locations receiving
the recyclables. Documentation is required in order to receive final project approval from the City.
I and my City-licensed hauler certify that the above materials from my construction site were recycled in the
volume / weight described and were taken to the facilities described.
______________________________________________ ____________
Signature (Contractor or Owner) Date
______________________________________________ _____________
Signature (Licensed Hauler) Date
1 At minimum, the four listed materials must be recycled.
2
Enter vendor name and phone number. If the applicant will haul the material themselves, state such.
3 Where will applicant or vendor take the material for recycling? Enter facility name and address.
4 To be completed at the end of the project. Please re-submit this form at end of project withWKHVH sectionV completed.
activity or source.
Particulate matter shall mean any material
that is emitted into the air as finely divided solid
or liquid particles, other than uncombined
water, and includes dust, smoke, soot, fumes,
aerosols and mists.
Required best management practices shall
mean specific measures that are required to be
implemented if a dust generating activity is
occurring.
Sensitive area shall mean a specific area that
warrants special protection from adverse
impacts due to the deposition of fugitive dust,
such as natural areas (excluding buffer zones),
sources of water supply, wetlands, critical
wildlife habitat, or wild and scenic river
corridors.
Soil retention shall mean the stabilization of
disturbed surface areas that will remain
exposed and inactive for 30 days or more or
while vegetation is being established using
mulch, compost, soil mats, or other methods.
off-property or off-vehicle transport. Dust
generating activity or source shall include a
paved parking lot containing an area of more
than one half (1/2) acre.
Earthmoving shall mean any process that
involves land clearing, disturbing soil surfaces,
or moving, loading, or handling of earth, dirt,
soil, sand, aggregate, or similar materials.
Fugitive dust shall mean solid particulate
matter emitted into the air by mechanical
processes or natural forces but is not emitted
through a stack, chimney, or vent
48” Max to coat hook
Handles on both sides
Self-closing hinge
Not placed directly in front of water closet
Toilet
Center line 16-18” to wall
17” -19” to seat
Flush control on open side
Toilet Paper
7”-9” max from front of water closet to center of
dispenser
Urinal
13.5” min depth
17” max to rim
0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.0 1.2 1.5 1.7 2.1 2.2 2.4 2.8 3.4 3.9 4.4 5.0 5.8 6.5 6.1 5.6 5.2 5.5 6.1 6.5 5.8 5.0 4.4 3.9 3.3 2.7 2.3 2.2 2.0 1.7 1.4 1.2 1.0 0.8 0.7
0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.8 0.9 1.1 1.3 1.5 1.8 2.0 2.1 2.4 2.8 3.2 3.6 4.2 5.4 6.5 6.5 6.3 6.1 6.2 6.4 6.5 5.5 4.3 3.6 3.2 2.8 2.4 2.1 2.0 1.8 1.5 1.2 1.0 0.9 0.7 0.6
0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.1 1.3 1.5 1.8 1.9 2.0 2.3 2.6 2.8 3.2 3.9 4.4 4.8 5.4 5.8 5.5 4.9 4.4 3.9 3.3 2.8 2.5 2.3 2.0 1.8 1.7 1.5 1.3 1.0 0.9 0.8 0.6 0.5
0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.9 1.1 1.3 1.5 1.6 1.7 1.9 2.1 2.4 2.8 3.2 3.5 4.0 4.5 4.6 4.6 4.1 3.5 3.2 2.8 2.4 2.1 1.9 1.7 1.6 1.5 1.3 1.1 0.9 0.8 0.7 0.6 0.5
0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 1.0 1.1 1.3 1.4 1.5 1.6 1.8 2.1 2.5 2.9 3.3 3.8 4.2 0.6 4.3 3.8 3.3 2.9 2.5 2.1 1.8 1.6 1.5 1.4 1.3 1.1 0.9 0.8 0.7 0.6 0.5 0.4
0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0
0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 1.0 1.1 1.1 1.2 1.4 1.5 1.8 2.2 2.6 3.1 3.3 3.4 0.5 3.4 3.3 3.1 2.7 2.2 1.8 1.6 1.4 1.2 1.1 1.1 1.0 0.8 0.7 0.6 0.5 0.4 0.4
0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0
0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.0 1.1 1.3 1.5 1.8 2.2 2.6 2.8 2.9 0.4 2.9 2.8 2.6 2.2 1.9 1.5 1.3 1.1 1.0 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.4 0.3
0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0
0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.9 0.9 1.0 1.1 1.2 1.5 1.8 2.0 2.1 2.2 0.4 0.4 2.1 2.0 1.8 1.5 1.2 1.1 0.9 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.3
0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0
0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 1.0 1.0 1.0 1.0 1.2 1.3 1.5 1.5 0.3 0.3 0.3 1.6 1.5 1.3 1.2 1.0 1.0 1.0 1.0 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.2
0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 1.0 1.0 1.1 1.1 1.1 1.1 1.2 0.3 0.3 0.3 1.2 1.1 1.1 1.1 1.1 1.1 1.0 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.2
0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.5 0.6 0.7 0.9 1.0 1.1 1.1 1.1 1.1 0.2 0.2 0.2 1.1 1.1 1.1 1.1 1.0 0.9 0.8 0.6 0.5 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2
0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.6 0.7 0.8 0.9 0.9 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.8 0.7 0.6 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.6 0.7 0.8 0.9 1.0 1.1 1.1 0.9 0.8 0.7 0.6 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1
0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1301 Academy Court, Fort Collins CO 80524
Tel: (970) 493-7780 www.cgrs.com
DATE: DRAWN BY:
SHEET:
THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED
TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. REUSE,
REPRODUCTION, MODIFICATION OR PUBLICATION, IN WHOLE OR IN PART, IS
PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER OF RECORD
AND CGRS, INC.
WARNING: THIS DRAWING MAY HAVE BEEN
REDUCED FROM ITS ORIGINAL SCALE
REV DATE REVISIONS QC
PROJECT INFORMATION:
0 10 15
SCALE IN FEET
5
TITLE:
LIGHTING PLAN
3/29/2017 ########
L1.1
NORTH
SITE #:
16228
PROJECT #:
aa
NIX FARM
1745 HOFFMAN MILL ROAD
FORT COLLINS, COLORADO 80524
CREE OSQ MEDIUM SERIES A
NM-3ME-B-40K-UL-xx-xxxx
MH:19 with photo electric sensor
CREE OSQ MEDIUM SERIES A
NM-3ME-B-40K-UL-xx-xxxx
MH:19 with photo electric sensor
Unleaded
Pump
0.75HP
CONTACTOR
S
CB
20A
S
Unleaded
Dispenser
#2
CONTACTOR
S
CB
20A
S
Future
Dispenser
#3
CONTACTOR
S
CB
20A
S
Future
Dispenser
#4
CONTACTOR
S
CB
20A
S
Controls
CB
20A
CB
20A
CB
20A
Diesel
Pump
0.75HP
CONTACTOR
S
CB
20A
S
MAIN CB
60A
2P
CONTACTOR ENCLOSURE
CARD READER DETAIL (TYPICAL)
NOT TO SCALE
A
1
GASBOY DISPENSER (TYPICAL)
NOT TO SCALE
A
2
DIESEL
DISPENSER
UNLEADED
DISPENSER
FUTURE
UNLEADED
DISPENSER
FUTURE
DIESEL
DISPENSER
4" BOLLARD, TYP.
ELECTRICAL PANEL
EDGE OF CONCRETE
CARD READER
LIGHT POLE
EDGE OF CONCRETE
EMERGENCY STOP
SWITCH LOCATION
FIRE
EXTINGUISHER
10'-0"
UNDER
DISPENSER
CONTAINMENT
DISPENSER
LIGHT POLE
PRAIRIE
77'
40'
40'
77'
WATER QUALITY
TYP.; PHASE 4-5
PARKING SPACES,
LOOP DRIVE AND 41
BOULDER SEAT WALLS,
TYP.; PHASE 4-5
WALKWAYS AND
ART IN PUBLIC
PLACES, TYP.
FENCING
PHASE 4-5
EXISTING
FENCE AND
AND GATE
FENCING
+9 PARKING SPACES
ATTACHED WALK,
PHASE 1-2
GATE TO AND SEGMENT OF
FENCE TO BE REMOVED
PHASE 1-2
EXISTING GATE
REMAIN
EXISTING MAINTENANCE YARD
4 PARKING SPACES
Phase 1-2
EDGER, TYP.
GRASS
PRAIRIE
SHORT GRASS PRAIRIE
SHORT GRASS PRAIRIE
SHORT
PHASE 4-5
ASPHALT
FUEL
EXISTING
PHASE 4-5
POND
ASPHALT
ASPHALT
STORAGE
'G'
-11 Phase 4-5
PROPOSED
PROPOSED
+1 Phase 1-2
- 6 pkg. Phase 3
+15 pkg. Phase 1-2
40'
77'
+9
41'
53'
FUTURE
CNG
EQUIPMENT
E
E
2
HOFFMAN MILL ROAD
DIESEL TANK
(UL 2085)
UNLEADED TANK
(UL 2085)
1301 Academy Court, Fort Collins CO 80524
Tel: (970) 493-7780 www.cgrs.com
DATE: DRAWN BY:
SHEET:
THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED
TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED. REUSE,
REPRODUCTION, MODIFICATION OR PUBLICATION, IN WHOLE OR IN PART, IS
PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER OF RECORD
AND CGRS, INC.
WARNING: THIS DRAWING MAY HAVE BEEN
REDUCED FROM ITS ORIGINAL SCALE
REV DATE REVISIONS QC
PROJECT INFORMATION:
0 50
SCALE IN FEET
10 20 30 40
TITLE:
EXISTING SITE PLAN
3/29/2017 ########
G1.2
NORTH
SITE #:
16228
PROJECT #:
aa
NIX FARM
1745 HOFFMAN MILL ROAD
FORT COLLINS, COLORADO 80524
General Scope of Work
1. All concrete structures including the tank containment, foundations, loading/offloading containment is the
responsibility of the Fuel Contractor. However, the Fuel Contractor will be responsible for coordinating with
the other contractors and subcontractors in order to install the grounding system wiring and all of the required
electrical conduit prior to the concrete installation.
2. A main electrical service and disconnect will be installed at Nix Farm by others. The Fuel Contractor shall be
responsible for all other electrical equipment and work associated with the fueling facility.
3. Fuel Contractor will generally be performing the following work:
a. Securing all necessary permits, agency approvals, and notifications for the fuel system installation.
b. Scheduling and coordinating site work with other contractors and subcontractors.
c. Establishing the electrical connection from the main electrical disconnect located at the remote panel.
d. Providing and installing electrical panels, breakers, conduit, wire and electrical connections to energize
the fueling systems, emergency controls, tank monitoring system, lighting and grounding system
associated with the fueling area.
e. Inspecting, testing, offloading, setting and anchoring the aboveground storage tank systems.
f. Providing and installing all fire extinguishers.
g. Coordinating system startup.
h. Coordinating all required system testing and inspections as required by the manufacturer and authorities
having jurisdiction.
i. Testing and certification of all emergency stop controls.
j. Providing and installing all signage relating to the site, fuel operations and product identification.
Phases of Work
The Fuel Contractor is responsible for any modifications to the ASTs in order to facilitate the installation of the new
piping or equipment in accordance with these specifications; as well as any equipment needed to complete the
below referenced work.
1. Phase 1 - Ensure the Nix Farm site is prepared for installation of tanks, dispensers, card readers, and lighting
a. Coordinate with subcontractor to trench and install all conduit necessary for both the tanks, both the
dispensers, the card reader, and the lighting (see sheet E1.1)
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center
2. Phase 2a - Remove and relocate existing fuel system from Fossil Creek Community Park
a. Drain/Evacuate all lines
b. Remove and dispose of existing wiring while adhering to all lock out tag out safety procedures outlined in
OSHA 29 CFR 1910.147. Cut and seal to grade
Phase 2b - Remove and relocate existing fuel system from Spring Canyon Community Park
c. Drain/Evacuate all lines.
d. Remove and dispose of existing wiring adhering to all lock out tag out safety procedures outlined in
OSHA 29 CFR 1910.147.
3. Phase 3a - Install tank and equipment from Fossil Creek Community Park at Nix Farm as the unleaded
storage tank
a. Replace all equipment and materials specified in Table 1.0.
Phase 3b - Install tank and equipment from Spring Canyon Community Park at Nix Farm as the diesel
storage tank
b. Replace all equipment and materials specified in Table 2.0.
Table 1.0:
Table 2.0:
Industry Standards & Applicable Codes
1. The following Industry standards and recommended practices are listed for reference and shall govern all
applicable aspects of this project. Should conflicts between standards arise, Contractors shall apply the
standard which is most stringent or restrictive:
a. Petroleum Equipment Installation Institute (PEI)
i. Publication RP 200
b. U.S. Department of Labor, Occupational Safety and Health Administration (OSHA)
i. 29 CFR 1910.206, Flammable and Combustible Liquids
ii. 29 CFR 1910.106, Personal Protective Equipment
c. Underwriters Laboratories, Inc. (UL)
i. UL 2085, Standard for Protected Aboveground Tanks for Flammable and Combustible Liquids.
d. d. National Fire Protection Association (NFPA)
i. NFPA 30, Flammable and Combustible Liquids Code
ii. NFPA 30A, Motor Fuel Dispensing Facilities and Repair Code
iii. NFPA 70, National Electric Code (NEC)
e. Colorado Department of Labor and Employment Division of Oil and Public Safety (OPS)
i. 7 C.C.R 1101-14, Storage Tank Regulations
f. Applicable State of Colorado codes including those from the Colorado Department of Public Health and
Environment, Solid and Hazardous Waste Division
i. Colorado Hazardous Waste Regulations 6 C.C. R 1007-3
g. Environmental Protection Agency (EPA), Clean Water Act and Oil Pollution Act of 1990, Spill Prevention,
Control, and Countermeasure (SPCC) Plans
i. 40 CFR 112, 113, 114
h. Requirements of the local Fire Department
i. The equipment manufacturer's installation instructions and specifications
Qualifications
1. The Contractor and/or subcontractor(s) to the Contractor shall be required to provide documentation and/or
references stating that they are regularly engaged in projects similar to this and that all firms used by the
bidder, including the bidders own employees, contractor or subsidiary firms, that are associated with the
fueling portion of this project certify that they are regularly engaged in the production and installation of such
fuel storage tanks and pumping systems for the past four (4) years. The Contractor must be a recognized
professional firm among his peers.
2. The Contractor must clearly demonstrate it has the financial capacity to manage the project and has
maintained a strong financial performance for the past four (4) years.
3. The Contractor shall be licensed and qualified to install aboveground storage tanks. At a minimum the
Contractor shall carry and be in good standing with the State of Colorado and hold current
licenses/certifications:
a. ICC - AST Installation and Retrofitting
Piping Specifications
1. All Piping shall be Schedule 40 Steel and shall remain natural.
2. $OOSLSLQJJUHDWHUWKDQ´VKDOOEHZHOGHG
3. 3LSLQJ´LQGLDPHWHURUOHVVFDQEHWKUHDGHGRUZHOGHG0LQLPDOWKUHDGHGSLSHVKDOOEHXWLOL]HGLQWKH
construction of the fueling system.
4. All piping and flanges shall be US made.
5. Pipe Supports
a. Support design and location shall be as required by the piping/equipment layout.
b. Piping from the tanks and pumping skids shall be supported at a maximum every 10 feet.
c. The product piping shall be supported by galvanized pipe stands mounted on the concrete pad.
d. Provide complete assemblies adequately rated for the applied loads.
e. Expansion bolts shall be Hilti Kwik Bolt 3 HDG (galvanized) or equal.
f. Spacing and arrangements shall conform to ANSI B31.1.
g. Contractor shall locate and provide supports for piping in accordance with specified Codes and
Standards.
h. Contractors shall provide additional supports as required due to changes in the pipe routing or
equipment supplied.
i. Reduce spacing one-quarter where changes in direction occur.
j. Pipes run parallel in the same plane may be supported on gang supports.
k. Install to prevent sag or vibration and to adequately support the piping without interfering with inherent
flexibility.
l. Make adjustments after systems are placed in operation.
m. Explosion or powder driven fasteners shall not be used.
Signs, Markings & Fire Extinguishers:
1. Product Piping - All product piping shall be clearly marked as to the type of product and the direction of flow.
2. Arrows - Product piping shall be labeled with the appropriate flow arrows.
3. Contractor shall confirm and/or provide all required signage. Signage shall consist of weather resistant
stickers or silk screened aluminum. Reference OPS, NFPA, and IFC for fueling facility signage requirements.
4. The tank shall be appropriately decaled on all sides, according to the product stored and marked with all
safety decals and shall be in accordance with the Fire Marshall's requirements and the requirements of
NFPA.
5. Fire Extinguishers
a. Type: Extinguishers must be 20 pound 104:120B:C Rated
b. Location: Extinguishers need to be conspicuously located and available in the case of fire. Portable fire
extinguishers that are not wheeled should be installed on the hanger or bracket supplied or placed in
cabinets or wall recesses. Height requirements for mounting extinguishers depend on the weight of the
unit. If the unit weighs less than 40 pounds, it should be installed so the top of the extinguisher is no
more than 5 feet above the floor. If the unit weighs more than 40 pounds, it should be installed so the top
of the extinguisher is no more than 3.5 feet above the floor. At no point should the extinguisher be less 4
inches from the floor.
Electrical
1. General Notes: All equipment shall be designed and rated for the area in which it is installed. All equipment
and construction shall meet the following standards and requirements.
a. Currently adopted National Electrical Code.
b. National Fire Protection Association Code.
c. It shall be Contractors responsibility to meet all required standards.
d. Contractor check actual equipment used for project is installed per manufacture's requirements.
e. 2014 NEC Arc Flash Labeling applies.
2. Conduit: Conduit used for this project shall be installed as per design documents. All underground conduits
shall be PVC with the last segment and transition from underground elbows being PVC coated GRC. All
above grade conduit shall be GRC.
a. Rigid steel conduit (GRC) and fittings
i. Hot dipped galvanized with interior surface coated with baked enamel.
ii. Or fittings shall be threaded type with material to match conduit.
b. Liquidtight Flexible Conduit and Fittings
i. Flexible metal conduit with a PVC jacket.
ii. Fittings shall be steel compression type watertight.
c. PVC Plastic Conduit and Fittings
i. Heavy wall polyvinyl chloride, Schedule 40.
ii. Fittings shall be solvent weld type of same material and manufacturer as the conduit.
d. Conduit Supports
i. Conduit clamps, straps and supports shall be steel or malleable iron with galvanized coating.
e. Use of drive straps in wood or plumber's perforated straps is prohibited.
3. Conductors:
a. The cable shall be suitable for the intended application and shall be manufactured consistent with the
best commercial practice.
b. Cable to be buried underground to be stranded copper type THHN/THWN-2.
c. Instrumentation cable shall be single or multiple stranded copper pairs individually shielded with drain
wire and overall shielding
d. Control cable shall be multiple pair THWN-2 with an overall insulated jacket
e. All cables to meet manufacture recommendations for equipment being installed.
f. All line voltage wire to be 600v rated.
4. Emergency Disconnect Switches:
a. Emergency disconnect switches shall be installed not less than 20ft nor more than 100ft from all
offloading/loading positions. (See locations on drawings)
b. Switches shall be heavy duty and clearly identified for their designated purpose.
c. Each circuit leading to or through a dispenser shall be routed through a circuit disconnect that shall
simultaneously disconnect all conductors of the supply circuits, including the neutral connector.
5. Panel & Breaker
a. Panel(s) to be as indicated on drawings and be Square D or approved similar.
6. Telephone & Communication:
a. All telephone circuits to be installed using Cat 5e wiring in conduit.
b. All Ethernet circuits to be installed using Cat6 wiring in conduit.
c. Phone and Ethernet termination location will be supplied by Owner. Fuel Contractor will supply conduit
and Ethernet cable to termination points. Fuel Contractor to coordinate with Owner.
7. Lighting
a. Pole Light
L/6,
3ROH ´VTXDUHZLWKEDVHSODWHFRYHU
ii. LSI SLICE MEDIUM LED fixture (XLCM-FTE-LED-SS-CW MH:19) with photo electric sensor
IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY.
5. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND
ARCHITECTURAL FEATURES WHENEVER POSSIBLE. COORDINATE POTENTIAL RELOCATION
OF BOULDERS AND TREES IN TURF AREAS WITH LANDSCAPE ARCHITECT PRIOR TO
SPRINKLER LAYOUT. IF LANDSCAPE MATERIAL CANNOT BE REOLOCATED,ADDITIONAL
SPRINKLERS MAY BE REQUIRED.
6. CROSS FITTINGS ARE NOT ALLOWED, ONLY STANDARD TEES AND ELBOWS.
7. CONTRACTOR SHALL INSTALL NOZZLES PER PLAN, UNLESS IRRIGATED AREA
CHANGED IN SIZE OR PLANT MATERIAL TYPE CHANGES. IF NOZZLE CHANGES ARE
REQUIRED AND ARE SIGNIFICANT IN SIZE, CONTRACTOR SHALL CONTACT IRRIGATION
DESIGNER FOR APPROVAL.
8. CONTRACTOR SHALL FIELD LOCATE ANY EXISTING SLEEVES ON SITE PRIOR TO
CONSTRUCTION WITH THE AID OF THE GENERAL CONTRACTOR. MISSING SLEEVES SHALL
BE REPORTED IMMEDIATELY. NEW SLEEVES SHOWN ON PLANS ARE REQUIRED FOR BOTH
PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE
INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES
BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED WILL REQUIRE
HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR.
9. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC
UTILITY CODES.
10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF
UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED SECTIONS, THE UNSIZED
PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE
SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND.
10.1. MAINLINE PIPE SIZES MAY VARY THROUGHOUT PROJECT. EACH MAINLINE LEG
IS SIZED TO ACCOMMODATE LARGEST VALVE ON THAT LEG. STATED SIZE IN LEGEND
MAY NOT BE THE LARGEST SIZE ON PLANS.
11. INSTALL THREE (3) #14 AWG CONTROL WIRES FROM CONTROLLER LOCATION TO
EACH DEAD-END OF MAINLINE FOR USE AS SPARES INCASE OF CONTROL WIRE FAILURE.
COIL 3 FEET OF WIRE IN VALVE BOX.
12. TREES IN TURF ARE NOT IRRIGATED BY DRIP SYSTEM. DRIP LATERAL ROUTED NEAR
TREES IN TURF ARE NOT TO RECEIVE DRIP IRRIGATION.
13. NO IRRIGATION EQUIPMENT, INCLUDING BUT NOT LIMITED TO, MAINLINE, VALVES,
AND SPRINKLERS, SHALL BE INSTALLED WITHIN 3' OF NEW BUILDING FOUNDATION.
EMITTER SCHEDULE
PLANT TYPE EMITTER TYPE GPH/OUTLET N0. OF EMITTERS TOTAL FLOW
GROUNDCOVER SINGLE OUTLET 1 GPH 1 1 GPH
PERENNIALS SINGLE OUTLET 1 GPH 1 1 GPH
1 GAL. SHRUB SINGLE OUTLET 1 GPH 1 1 GPH
5 GAL. SHRUB SINGLE OUTLET 1 GPH 2 2 GPH
TREE IN SHRUB BED SINGLE OUTLET 1 GPH 4-8 4-8 GPH
OR
TREE IN SHRUB BED INLINE DRIP* 0.6 GPH N/A N/A
NOTES:
1. MULTIPLE OUTLET EMITTERS CAN BE UTILIZED IN DENSLY PLANTED AREAS AND FOR TREES IN SHRUB
BEDS.
2. REFER TO LEGEND AND DETAILS FOR INLINE DRIP TOTALS.
SYMBOL DESCRIPTION
CONTRACTOR SHALL FIELD LOCATE EXISTING 3/4-INCH BACKFLOW
AT THE APPROXIMATE LOCATION SHOWN. VERIFY PRESSURE AND
FLOW ON SITE PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL FIELD LOCATE EXISTING DRIP LATERAL AT THE
APPROXIMATE LOCATION SHOWN. MAKE NEW CONNECTION AND
ROUTE NEW DRIP LINE AS SHOWN.
CONTRACTOR SHALL FIELD LOCATE EXISTING MAINLINE AT THE
APPROXIMATE LOCATION SHOWN. CUT AND CAP AND ABANDON
REMAINDER OF MAINLINE SHOWN. MAKE NEW MAINLINE
CONNECTION AND ROUTE AS INDICATED WITH NEW CONTROL
WIRES FROM NEW CONTROLLER.
1
4
5
REFERENCE NOTES SCHEDULE
SCALE: 1" = 20'
0 10' 20' 40' 80'
NORTH
DATE OF PREPARATION : DECEMBER 21, 2016
REVISIONS: MARCH 20, 2017
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
P.O. BOX 345
Windsor, CO 80550
970.716.3241
irrigationlady@gmail.com
MPi Designs, LLC
M
3-RI CE
1-PI ST
swale
M
M
M
3-AR CO
1-FA PA
3-AR CO
SEED MIX 1
SEED MIX 1+2
6- MA RE
1-PI AR
1-AR FI
3-RH TR
swale
1-PO AC
1-PO SA
T
3-HO DU
3-AM NA
5-PA VI
3-GA AR
5-MI MU
12-BO CU
7-CA IN
3-RI CE
4-AT CA
2-JU MO
1- AM UT
2-JU SC
5-CE LE
1-CL LI
1-FA PA
1-CL LI
2-AR CO
3-FO NM
1-CL LI
5-DA PU
2-AM NA
6-BO CU
5-GA AR
43-SC SC
17-DA PU
2-JU SC
2-CL LI
3-PA VI
4-AR FI
1-FA PA
36-PA VI
11-DA PU
5-GA AR
8-BO CU
SEED MIX 1+2
SEED MIX 1
SEED MIX 3
COBBLE MULCH
3-SP PE
3-PA VI
3-CH NA
1-PR VI
swale
COBBLE MULCH
10-PE ST
5-SC SC
1-AR CA
7-CA IN
BOULDER, TYP.
3-MO ME
7-SO NU
SEED MIX 1
3-SC SC
5-PE BA
1-AR CA
5-PE EA
5-IP AG
M
SCALE: 1" = 20'
0 10' 20' 40' 80'
NORTH
DATE OF PREPARATION : OCTOBER 18, 2016
L.4
SHEET
REVISIONS: DEC. 1, 2016; DEC. 22, 2016, FEB. 23, 2017; MARCH 3, 2017; MARCH 20, 2017
2156 Meander Road
Windsor, CO 80550
voice: 970.214.6314
torreydesignstudio@comcast.net
TORREY DESIGN STUDIO, LLC
PRELIMINARY LANDSCAPE PLAN
PLANT LEGEND
EXISTING DECIDUOUS SHADE TREE
EXISTING EVERGREEN TREE
SEED MIX 1: NATIVE SHORT GRASS PRAIRIE
PROPOSED LANDSCAPE BOULDERS
TO REMAIN AND BE PROTECT
TO REMAIN AND BE PROTECTED
PROPOSED ORNAMENTAL GRASS
PROPOSED PERENNIAL
MAJOR AMENDMENT 2016
LANDSCAPE PLAN
NIX FARM NATURAL AREAS FACILITY
CITY OF FORT COLLINS, COLORADO
PROPOSED EVERGREEN SHRUB
PROPOSED DECIDUOUS SHRUB
PROPOSED EVERGREEN TREE
PROPOSED DECIDUOUS UNDERSTORY TREE
PROPOSED DECIDUOUS CANOPY TREE
EXISTING SHRUB TO REMAIN AND BE PROTECTED
STREET TREE NOTE
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC
RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES
TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT
COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
TREE MITIGATION PLANT
PROPOSED TREE PROTECTION FENCING
PROPOSED STEEL EDGER
TREE MITIGATION:
CANOPY TREE
ORNAMENTAL TREE
EVERGREEN TREE
3" Cal.
2.5" Cal./8' Clump
8' Ht.
TREE TYPE SIZE QTY.
5
6
4
TOTAL MITIGATION: 15
SEED MIX 3: RAIN GARDEN
SEED MIX 2: SWALE/WATER QUALITY POND
SEED MIX 1: NATIVE SHORT GRASS PRAIRIE &
OVERLAP SEED MIXES:
RAIN GARDEN NOTE:
NO BARK MULCH TO BE INSTALLED
WITHIN THE RAIN GARDEN AREA.
NO WEED BARRIER IS TO BE PLACED
OVER THE MEDIA SECTION IN THE
PROPOSED COBBLE EDGER
RAIN GARDEN.
T
#
SCALE: 1" = 20'
0 10' 20' 40' 60'
NORTH
DATE OF PREPARATION : OCTOBER 18, 2016
L.3
SHEET
REVISIONS: DECEMBER 1, 2016; DECEMBER 22, 2016; MARCH 3, 2017; MARCH 20, 2017
2156 Meander Road
Windsor, CO 80550
voice: 970.214.6314
torreydesignstudio@comcast.net
TORREY DESIGN STUDIO, LLC
PLANT LEGEND
TREE REMOVAL, PROTECTION AND MITIGATION PLAN
PRESERVATION/MITIGATION OF EXISTING TREES
EXISTNG DECIDUOUS CANOPY TREE
EXISTING EVERGREEN TREE
EXISTING DECIDUOUS CANOPY TREE
EXISTING EVERGREEN TREE
TO REMAIN AND BE PROTECTED
TO REMAIN AND BE PROTECTED
TO BE REMOVED
TO BE REMOVED
TREE PROTECTION FENCING
DURING CONSTRUCTION
NOTE:
PLEASE FIND TREE PROTECTION NOTES ON SHEET L.1.
MAJOR AMENDMENT 2016
TREE REMOVAL, PROTECTION AND MITIGATION PLAN
NIX FARM NATURAL AREAS FACILITY
CITY OF FORT COLILNS, COLORADO
EXISTING SHRUB
TO REMAIN AND BE PROTECTED
EXISTING SHRUB
TO BE REMOVED
KEY TO TREE MITIGATION NOTES
TREE TO BE TRANSPLANTED
TOTAL MITIGATION REQUIRED: 15
TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED
OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES
BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES
TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF
THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31)
AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND
A HOLD ON CERTIFICATE OF OCCUPANCY.
WATER BUDGET CHART
HYDROZONE AREA WATER NEED ANNUAL WATER USE
SF Gal. / SF Gal.
HIGH 18 0
MODERATE 10 0
LOW 3 23,376
VERY LOW 0 0
0
0
7,792
48,496
LANDSCAPE DETAILS
SEED MIX 2: SWALE/WATER QUALITY POND
Drill seed @ 10lbs/acre
COMMON NAME BOTANICAL NAME APPLICATION RATE
15%
Prairie Cordgrass 15%
Alkali Bulrush
Yellow Indiangrass 13%
Big Bluestem 15%
Three-Square Bulrush 7%
Soft Stem Bulrush 7%
Olney's Threesquare Bulrush 7%
Meadow Sedge 7%
Baltic Rush 7%
Wedgeleaf Duck Potato 7%
Spartina pectinata
Scirpus maritimus
Sorghastrum nutans
Andropogon gerardii
Scirpus americanus
Scirpus validus
Scirpus americanus
Carex praegracilis
Juncus balticus
Sagittaria latifolia
SEED MIX 3: RAIN GARDEN
COMMON NAME BOTANICAL NAME APPLICATION RATE
Western Wheatgrass Pascopyrum smithii 'Arriba'
Little Bluestem Schizachyrium scoparium 'Pastura'
Sporobolus airoides
Purple Prairie Clover Petalostemum perpurea
Alkali Sacaton
Gaillardia Gaillardia aristata
Prairie Coneflower Ratibida columnifera
3.0
3.0
3.0
0.3
0.5
0.3
pounds pls / acre
Total 28.9
Sand Bluestem Andropogon hallii 3.5
Sideoats Grama Bouteloua curtipendula 3.0
Prairie Sandreed Calamovilfa longifolia 3.0
Indian Ricegrass Achnatherum hymenoides 3.0
Switchgrass Panicum virgatum 4.0
Sand Dropseed Sporobolus cryptandrus 3.0
Pasture Sage Artemisia frigida 0.2
Mintleaf Bergamont Monarda fistulosa var. menthifolia 0.3
DAMAGED. CUTS SHOULD BE SMOOTH, FLUSH AND COMPLETED VERY QUICKLY
STREET TREE NOTE
1. PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE - FREE OF ANY DEFECTS, OF
NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE
AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND BURLAP OR
EQUIVALENT.
2. IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS
SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE
REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE
ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP
IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE
IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE
ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE
ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL.
3. TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION
ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND
LANDSCAPING.
4. SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH
CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS,
SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL
AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A
DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT
LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF
LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN
CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED,
HAVE BEEN THOROUGHLY LOOSENED AND TEH SOIL AMENDMENT, CONSISTENT WITH THE REQUIREMENTS
SET FORTH IN SECTION 12-132.
5. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND
HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND
HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE
INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR
ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF
A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE.
6. Maintenance: Trees and vegetation, irrigation systems, fences, walls and other landscape elements WITH THESE FINAL
PLANS shall be considered as elements of the project in the same manner as parking, building materials and other site
details. The applicant, landowner or successors in interest shall be jointly and severally responsible for the regular
maintenance of all landscaping elements in good condition. All landscaping shall be maintained free from disease, pests,
weeds and litter, and all landscape structures such as fences and walls shall be repaired and replaced periodically to
maintain a structurally sound condition.
7. REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY
REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS.
8. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:
40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS
15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS
10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES
6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES.
4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES
4 FEET BETWEEN TREES AND GAS LINES
9. ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS
AND ALLEYS PER LUC 3.2.1(D)(2)(a).
10. PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS
SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN
24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF
DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES
WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN
OPEN DESIGN.
11. THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT
THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT
CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS
PLAN.
12. MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS
REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN
CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE
QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED.
ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO
INSTALLATION.
13. ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES.
14. PERENNIAL AREAS WITHIN SHRUB BEDS TO BE MULCHED WITH 3''-4" DEPTH OF SQUEEGEE ROCK MULCH;
NO WEED BARRIER SHALL BE PLACED IN PERENNIAL BEDS.
15. SHRUB BEDS SHALL BE MULCHED WITH 3" DEPTH OF TAN RIVER ROCK 3/4" TO 1 1/2" DIAMETER, PLACED
OVER A NON-WOVEN POLYPROPYLENE WEED BARRIER SUCH AS TYPAR OR MIRAFI.
16. TREES LOCATED IN TURF TO HAVE 48" DIAMETER FIBROUS WOOD MULCH RINGS.
17. PROVIDE EDGING BETWEEN NATIVE TURF AND SHRUB BED AREAS. EDING SHALL BE 1/8'' X 4'' ROLL TOP
STEEL EDGING, PINNED AT 10' INTERVALS, AT A MINIMUM, AND A 1'' OPENING SHALL BE PROVIDED AT LOW
POINTS AND AT 30' INTERVALS TO ALLOW FOR DRAINAGE EDGING ABUTTING. SOD OR GRASS SHALL BE
SET 1'' ABOVE FINISHED SURFACE OR LEVEL WITH TOP OF SOD.
18. PLACE PLANT MATERIAL IN SHRUB BED SO THAT ONCE PLANTS GROW TO FULL SIZE THEY ARE FULLY
CONTAINED WITHIN THE SHRUB BED AREA AND DO NOT HANG OVER THE EDGER LINE.
19. FIELD LOCATE ALL UTILITIES PRIOR TO PLANTING.
20. PLANT QUANTITIES SHOWN FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY QUANTITIES.
21. PLANT SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT APPROVAL FROM LANDSCAPE ARCHITECT AND
NATURAL AREAS STAFF.
22. DISTURBED AREAS OTHER THAN SHRUB BED TO BE SEEDED.
NATURAL AREA NOTES
1. STANDARDS FOR PROTECTION DURING CONSTRUCTION - THE DIRECTOR SHALL
ESTABLISH A "LIMITS OF DEVELOPMENT" ("LOD") LINE(S) TO ESTABLISH THE BOUNDARY
OF THE PROJECT OUTSIDE OF WHICH NO LAND DISTURBANCE ACTIVITIES WILL OCCUR
DURING THE CONSTRUCTION OF THE PROJECT.
2. CONSTRUCTION SHALL BE ORGANIZED AND TIMED TO MINIMIZE THE DISTURBANCE OF
SENSITIVE SPECIES OCCUPYING OR USING ON-SITE AND ADJACENT NATURAL
HABITATS OR FEATURES.
3. CONSTRUCTION OF BARRIER FENCING SHALL BE PROVIDED AT THE LIMITS OF THE
DEVELOPMENT DURING CONSTRUCTION.
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC
RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES
TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT
COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
OR TRUNK DAMAGE.
AFTER ROOT EXPOSURE OCCURS. ONCE THE ROOT CUTTING IS COMPLETE,
IMMEDIATELY COVER THE EXPOSED ROOT TISSUE WITH GOOD SOIL AND THEN
WATER THE AREA TO AVOID ROOT DEHYDRATION.
12. TREE TRANSPLANTING SHALL FOLLOW RECOMMENDATION OF AN EXPERIENCED
AND QUALIFIED TREE TRANSPLANTING CONTRACTOR FOR SPADE SIZE, TIME OF
WARRANTEE AND INSPECTION NOTES YEAR, METHOD OF TRANSPLANT AND IRRIGATION. CONTACT THE CITY FORESTER
The landscape contractor shall hold a pre-construction meeting with the City Project Manager, Landscape Architect and City of Fort Collins Forestry and Natural Area representatives to
review project requirements.
Additional onsite inspection meetings shall be scheduled during the installation phase of the project to inspect the quality of materials and installation methods.
The landscape contractor shall schedule an inspection of the completed landscape work with the City Project Manager, Landscape Architect and City of Fort Collins Forestry and Natural
Areas representatives within two weeks of
final completion of all landscape work. Punch list items will be identified. Identified items shall be corrected within two weeks of this meeting. Upon correction of all punch list items
a two year warrantee period will begin. All plant
material will have a two year warrantee.
The landscape contractor shall provide full warrantee on trees (not transplanted existing trees) and other landscape plants and materials. During the two year warrantee period the landscape
contractor shall schedule a minimum
of two inspections per year with the City Project Manager, Landscape Architect and City of Fort Collins Forestry and Natural Areas representatives. The purpose of these meeting is to
evaluate growth and establishment of all trees
and landscape plants. One inspection shall occur each year in June and one in September during the two year warrantee period.
After the warrantee has been provided for two years the landscape contractor shall schedule a final inspection with the City Project Manager, Landscape Architect and City of Fort Collins
Forestry and Natural areas representatives.
Landscape contractor shall promptly replace trees and landscape plants found to have died or in poor condition and provide repairs to any landscaping as identified at any of the site
inspections and as directed by the City Project
Manager or a representative of the City of Fort Collins Forestry or Natural Areas. The landscape contractor shall advise the owner on maintenance practices during the warrantee period
to improve plant growth and establishment.
After the final installation inspection and once all punch list items have been satisfactorily completed, the City Project Manager will notify the landscape contractor that the warrantee
period has been completed.
Replaced plant material shall have a warrantee to the end of the two year warrantee period or for one year whichever provides for the longest period of time after plant replacement.
PRIOR TO TRANSPLANTING.
0.1
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0.8
0.9
1.1
1.1
1.0
0.8
0.7
0.5
0.4
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.4
0.6
0.7
1.0
1.4
1.8
2.0
1.6
1.2
0.8
0.7
0.5
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
0.4
0.6
0.7
1.1
1.7
2.4
2.5
2.0
1.3
0.8
0.7
0.5
0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.4
0.6
1.1
1.7
1.9
2.0
1.7
1.5
0.8
0.5
0.3
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.4
0.5
0.6
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.4
0.4
0.3
0.4
0.3
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.2
0.1
0.1
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.1
0.1
0.0
0.0
0.0
0.1
0.2
0.0
0.0
0.0
0.1
0.2
0.0
0.0
0.0
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0.0
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0.2
0.0
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0.1
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0.1
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MECHANICAL ELECTRICAL PLUMBING
Windsor, CO 80550
Ph: 970.686.1004
Email: jeremyb@srbllc.net
37127 Cullison Ridge Road
larrys@srbllc.net
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
E-1.0
SITE PHOTOMETRIC
PLAN
2.28.17
LS
CW
16074
NIX FARM NATURAL AREA
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREA
LUMINAIRE MTN. HGT.
Label MH Tilt
WW 13.25' 0.0
AA 19.0' 0.0
LUMINAIRE SCHEDULE
Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts
AA 1 DSX1_LED_40
C_700_30K_T2
M_MVOLT.ies
Absolute 1.00 89
WW 6 DSXW1_LED_
20C_530_30K_
T3M_MVOLT.i
es
Absolute 1.00 36
DSX1 LED 40C 700
30K T2M MVOLT
DSX1 LED WITH (2) 20
LED LIGHT ENGINES,
TYPE T2M OPTIC, 3000K,
@ 700mA
LED
DSXW1 LED 20C
530 30K T3M
MVOLT
DSXW1 LED WITH 2
LIGHT ENGINES, 20
LED's, 530mA DRIVER,
3000K LED, TYPE 3
MEDIUM OPTIC
LED
STATISTICS
Description Symbol Avg Max Min Max/Min Avg/Min
Bldg. Surrounds / Drive
Boundary Spill
0.3 fc 2.5 fc 0.0 fc N / A N / A
0.0 fc 0.2 fc 0.0 fc N / A N / A
Fueling Station 0.3 fc 2.5 fc 0.0 fc N / A N / A
PL1.1
01.18.17
AAAARRRREEEEAAAASSSS
AG. BUILDINGS
OFFICE
MAINTENANCE / SHOP
VEHICLE GARAGE
_____________________
TTTTOOOOTTTTAAAALLLL
EEEEXXXXIIIISSSSTTTTIIIINNNNGGGG PPPPRRRROOOOPPPPOOOOSSSSEEEEDDDD
BUILDINGAREA BUILDING AREA
OFFICE (3:1000 S.F.) MAINT./SHOP (5:1000 S.F.)
NIXFACILITY NIX FARM NATURAL AREAS FACILITY
8,966 SF
8,300 SF
6,480 SF
0 SF
___________________
23,SF23,746 SF
0 SF
10,000 SF
17,400 SF
10,000 SF
___________________
37,SF37,400 SF
AAAARRRREEEEAAAASSSS
FLEET
PUBLIC
OFFICE
+
VISITOR
___________________
TTTTOOOOTTTTAAAALLLL
EEEEXXXXIIIISSSSTTTTIIIINNNNGGGG PPPPRRRROOOOPPPPOOOOSSSSEEEEDDDD
PPPPAAAARRRRKKKKIIIINNNNGGGG
45
38
______
(25)
+
(13)
_____________
88883333
44
94
______
(54)
+
(40)
_____________
111133338888
BIKE PARKING REQUIRED: 2 ENCLOSED
7 BIKE SPACES
9 SPACES TOTAL
PROVIDED: 3 ENCLOSED
21 BIKE SPACES
24 SPACES TOTAL
FUTURENOTES FUTURE IMPROVEMENT PLAN NOTES
1. FINAL DETAILS OF NIX FARM EXPANSION AREAS SHALL BE REVIEWED FOR COMPLIANCE
WITH THE LAND USE CODE BY MINOR OR MAJOR AMENDMENT, AS APPLICABLE.
2. FIRE ACCESS AND WATER SUPPLY; FIRE ACCESS AND WATER SUPPLY SITE
ADJUSTMENTS / IMPROVEMENTS WILL BE REQUIRED AS THIS SITE CONTINUES TO FURTHER
DEVELOP.
3. TRAFFIC; THE TRAFFIC STUDY NEARS A WARRANT FOR SHORT TERM AND LONG TERM
IMPROVEMENTS/MODIFICATIONS. IF SAFETY BECOMES A CONCERN AT THIS
INTERSECTION, CITY TRAFFIC OPERATIONS COULD LIMIT ACCESS.
2%
9%
89%
EXISTING ZONING: P-O-L PUBLIC OPEN LANDS
AAAARRRREEEEAAAASSSS
AG. BUILDINGS
OFFICE
MAINTENANCE / SHOP
VEHICLE GARAGE
_____________________
TTTTOOOOTTTTAAAALLLL
EEEEXXXXIIIISSSSTTTTIIIINNNNGGGG PPPPRRRROOOOPPPPOOOOSSSSEEEEDDDD
BUILDINGAREA BUILDING AREA
OFFICE (3:1000 S.F.) MAINT./SHOP (5:1000 S.F.)
8,966 SF
8,300 SF
6,480 SF
0 SF
___________________
23,SF23,746 SF
0 SF
0 SF
1,200 SF
5,000 SF
___________________
29,SF29,946 SF
AAAARRRREEEEAAAASSSS
FLEET
PUBLIC
OFFICE
+
VISITOR
___________________
TTTTOOOOTTTTAAAALLLL
EEEEXXXXIIIISSSSTTTTIIIINNNNGGGG PPPPRRRROOOOPPPPOOOOSSSSEEEEDDDD
PPPPAAAARRRRKKKKIIIINNNNGGGG
45
38
______
(25)
+
(13)
_____________
88883333
PROVIDED: 3 ENCLOSED
21 BIKE SPACES
24 SPACES TOTAL
60
52
______
(25)
+
(27)
_____________
111111112222
BIKE PARKING REQUIRED: 1 ENCLOSED
5 BIKE SPACES
6 SPACES TOTAL
WAYFINDINGWAYFINDING WAYFINDING ; A PLAN FOR ADDRESSING THE BUILDINGS AND WAYFINDING THROUGH THE SITE SHALL BE SUBMITTED TO
PFA FOR REVIEW AND APPROVAL.
SECURITY / GATE ACCESS; A PLAN TO ALLOW FIRE DEPARTMENT ACCESS TO ALL GATES INTO AND WITHIN THE FACILITY
STILL SHALL BE REVIEWED AND APPROVED.
ALL ACCESS GATES INCLUDING AT TIMBERLINE ROAD SHALL BE DESIGNED TO THE FOLLOWING STANDARDS.
IFC 503.6: THE INSTALLATION OF SECURITY GATES ACROSS A FIRE APPARATUS APPA RATUS ACCESS ROAD SHALL BE APPROVED BY
THE FIRE CHIEF. WHERE SECURITY GATES ARE INSTALLED, THEY SHALL HAVE H AVE AN APPROVED MEANS OF EMERGENCY
OPERATION. THE SECURITY GATES AND THE EMERGENCY OPERATION SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES.
IFC D103.5: GATES SECURING FIRE APPARATUS ACCESS ROADS.
SPV MARKING;COMMERCIAL ROOFTOP MOUNTED SOLAR ARRAYS REQUIRE A SEPARATE PLAN REVIEW AND PERMIT FROM
THE POUDRE FIRE AUTHORITY. REFER TO IFC 605.11.1 FOR ACCESS AND PATHWAY DETAILS.
HAZMAT;FCLU 3.4.5(B): IF ANY USE ON THE DEVELOPMENT SITE MAY ENTAIL THE USE OR STORAGE OF HAZARDOUS
MATERIALSON MATERIALS (INCLUDING HAZARDOUS WASTES) ON--SITE,SHAL SITE, THE PROJECT SHALL L BE DESIGNED TO COMPLY WITH ALL SAFETY,
FIREHAZARDOUS FIRE AND BUILDING CODES FOR THE USE AND STORAGE OF THE HAZARDOUS MATERIALS INVOLVED.
FIREREQUIREMENTS FIRE REQUIREMENTS
IR1.0 IRRIGATON NOTES
IR1.1 IRRIGATION PLANS
IR2.1 IRRIGATION DETAILS
SHEET NO SHEET NAME
0.0 COVER SHEET
PLANNING
PL1.0 INTERIM CONDITION
SITE PLAN
PL1.1 FUTURE EXPANSION
PLAN
PL2.1 MAINTENANCE FACILITY
ELEVATIONS &
PERSPECTIVES
PL2.2 NEW VEHICLE STORAGE
ELEVATIONS &
PERSPECTIVES
VICINITY MAP
NO SCALE
OVERALL SITE AREA
STANDARDNOTES STANDARD NOTES
1. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO
THE PLANS.
2. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.
3. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION.
4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT
SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL
BE SCREENED
OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES.
5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS.
6. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP
CUT-OFF
CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION.
7. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS
A SPECIFIC
VARIANCE IS GRANTED BY THE CITY.
8. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM.
9. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
10. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE
PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.
11. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY A PROPERTY
OWNERS’
ASSOCIATION. THE PROPERTY OWNERS’ ASSOCIATION IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS.
12. PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING
THE EFFECT
OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK
YARDS), ODOR-
CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS.
13. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS
PROJECT, SHALL
BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE
OF
OCCUPANCY.
14. FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE
OFFICIAL,
APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION
THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE
VISIBILITY.
15. PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS
THE PRIVATE DRIVE
IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT
IS PLAINLY
LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX-INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD
AND THE
BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.
FORT COLLINS, COLORADO
160 PALMER DRIVE
(970) 207-0424
FORT COLLINS, CO. 80525
NIX FARM NATURAL AREAS FACILITY
0.0
COVER SHEET
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
MAJOR AMENDMENT
LEGALDESCRIPTION LEGAL DESCRIPTION
A TRACT OF LAND SITUATED IN THE EAST ½ OF SECTION 18, TOWNSHIP 7 NORTH, RANGE 68
WEST, OF THE SIXTH P.M., LARIMER COUNTY, COLORADO, WHICH, CONSIDERING THE EAST LINE
OF THE SOUTHEAST ¼ OF SAID SECTION 18 AS BEARING S00°00'00”E, AND WITH ALL THE
BEARINGS CONTAINED HEREIN RELATIVE THERETO, IS CONTAINED WITHIN THE BOUNDARY
LINES WHICH BEGIN AT A POINT WHICH BEARS N00°00'00”W 2989.85 FEET,
AND AGAIN N82°25'00”W 1249.40 FEET,
AND AGAIN N82°25'00”W 30.84 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 18,
AND RUN
THENCE S01°57'11”E 264.69 FEET;
THENCE S05°09'54”W 299.23 FEET;
THENCE S06°42'45”E 239.98 FEET;
THENCE S32°46'58”E 143.59 FEET;
THENCE S57°43'38”E 245.32 FEET;
THENCE S14°34'41”E 137.00 FEET;
THENCE S03°34'42”E 287.83 FEET;
THENCE S13°47'32”E 249.42 FEET;
THENCE S19°21'06”W 88.21 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF THE GREAT
WESTERN RAILROAD (FORMERLY KNOWN AS BURLINGTON NORTHERN RAILROAD); THENCE
ALONG SAID NORTHERLY RIGHT-OFWAY LINE N18°14'36”W 91.29 FEET, AND AGAIN ON THE
CHORD OF A SPIRAL CURVE TO THE LEFT, N19°15'07”W 152.60 FEET, AND AGAIN ALONG THE
ARC OF A 1482.29 FOOT RADIUS CURVE TO THE LEFT A DISTANCE OF 1180.60 FEET, THE
LONG CHORD OF WHICH BEARS N44°03'53”W 1149.63 FEET, AND AGAIN ON THE CHORD OF A
SPIRAL CURVE TO THE LEFT N68°52'40”W 152.60 FEET, AND AGAIN ALONG THE ARC OF A
1482.29 FOOT RADIUS CURVE TO THE LEFT A DISTANCE OF 1180.60 FEET, THE LONG CHORD
OF WHICH BEARS N44°03'53”W 1149.63 FEET, AND AGAIN ON THE CHORD OF A SPIRAL CURVE
TO THE LEFT, N68°52'40”W 152.60 FEET, AND AGAIN N69°53'11”W 779.71 FEET TO THE NORTH-
SOUTH CENTERLINE OF SAID SECTION 18; THENCE ALONG SAID NORTH-SOUTH CENTERLINE,
N00°02'56”E 441.26 FEET TO THE SOUTHERLY LINE OF THE POUDRE TRAIL;
THENCE ALONG SAID SOUTHERLY LINE, S58°06'26”E 56.86 FEET,
AND AGAIN ALONG THE ARC OF A 225.00 FOOT RADIUS CURVE TO THE LEFT A DISTANCE OF
195.06 FEET, THE LONG CHORD OF WHICH BEARS S82°56'37”E 189.01 FEET, AND AGAIN N72°
13'13”E 135.73 FEET,
AND AGAIN ALONG THE ARC OF A 75.00 FOOT RADIUS CURVE TO THE LEFT A DISTANCE OF
65.97 FEET, THE LONG CHORD OF WHICH BEARS THE N47°01'23”E 63.86 FEET,
AND AGAIN ALONG THE ARC OF A 25.00 FOOT RADIUS CURVE TO THE RIGHT A DISTANCE OF
24.29 FEET, THE LONG CHORD OF WHICH BEARS N49°39'38”E 23.35 FEET, AND AGAIN N77°
29'43”E 443.42 FEET,
AND AGAIN ALONG THE ARC OF A 75.00 FOOT RADIUS CURVE TO THE LEFT A DISTANCE OF
44.94 FEET, THE LONG CHORD OF WHICH BEARS N60°19'40”E 44.27 FEET;
THENCE LEAVING SAID SOUTHERLY LINE, S69°32'35”E 139.30 FEET;
THENCE S83°23'32”E 167.90 FEET;
THENCE S78°13'34”E 132.48 FEET;
THENCE S26°36'22”E 104.04 FEET TO THE POINT OF BEGINNING,
CONTAINING 27.4798 ACRES, MORE OR LESS,
AND BEING SUBJECT TO ALL EASEMENTS AND RIGHT-OF-WAY WHICH ARE EXISTING OR ARE
OF RECORD.
THE UNDERSIGNED HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND
SUBDIVIDED INTO LOTS, TRACTS, STREETS, EASEMENTS, AREAS, AND ALIGNMENTS AS SHOWN
ON THIS PLAT TO BE KNOWN AS NIX FARM NATURAL AREAS FACILITY, SUBJECT TO ALL
EASEMENTS AND RIGHTS-OF-WAY NOW OF RECORD OR EXISTING OR INDICATED ON THIS
PLAT.
01.18.17
03.29.17
welds shall be prequalified fillet welds, as defined by ANSI/AWX D1.1, orD1.3, latest edition. All
connection bolts for structural steel members where not detailed, shall conform to ASTM A325.
Minimum size shall be 3/4 inch diameter unless noted otherwise. Splicing of structural steel members
where not detailed is prohibited without prior written approval of the structural engineer.
Welding of continuous members shall be a minimum of 2 inches of 3/16 inch fillet stitch welds at 12
inches o.c. staggered each side, unless otherwise noted. column base plates, cap plates and stiffener
plates shall be welded all around. Connections not detailed on the drawings shall be selected from table
ii part 4 of the manual of steel construction of the ASIC. table iii in part 4 may be used in combination
with table ii. Electrodes for all field and shop welding
shall be class e70xx. All grout used under steel column base plates shall be of non-shrinkable type and
shall have a minimum compressive strength of 5000 psi.
The steel supplier shall provide shop drawings to general contractor and to the engineer to verify design
intent.
FC0639.002 - Dated: June 8, 2016
SEE
PLANS
PER PLAN
EQ EQ
12"
31
2"
(1) #5 BAR EACH CORNER
OF PILASTER W/ 12" HOOK
INTO FOOTING PAD
METAL BUILDING FRAME
BY OTHERS
RUN GRADE BEAM REINF.
CONT. THRU PILASTERS
ANCHOR BOLTS PER
GENERAL NOTES
CONC. SLAB PER PLAN W/ 1/2"
ISOLATION JOINT BETWEEN
SLAB & FOUNDATION
#3 BAR TIES @ 8" O.C.
CONC. PAD PER PLAN.
TO BEAR UPON NATIVE
SOILS
36" MIN METAL BUILDING BY OTHERS
EXTERIOR GIRTS BY
OTHERS
A
S2
#3 BAR TIES AT 8" O.C.
1 #5 BAR EACH CORNER
RUN GRADE BEAM
REINF. CONT. THRU
PILASTERS TYPICAL PILASTER
REINFORCING
DIMENSION VARIES
(SEE PLAN)
DIMENSION
VARIES
(SEE PLAN)
2" CLR. TYP.
GENERAL NOTES
AND DETAILS
CLIENT: PROJECT LOCATION:
D
ATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
CTL THOMPSON
CTL I THOMPSON INCORPORATED
400 North Link Lane
Fort Collins, CO 80524
P:970-206-9455
F:970-206-9441
www.ctlt.com
SHEET
I N C O R P O R A T E D
1-#4 BAR VERT. @ 24" (IN) O.C.
8" (IN) THICK CONCRETE WALL
WITH 2-#5 BARS TOP & BOTTOM
(6" (IN) MAX FROM T.O.W. OR
B.O.W.)
PROPERLY COMPACTED
BACKFILL
CONCRETE SLAB PER PLAN W/
1
2" ISOLATION JOINT
3
1
2" TO 6"
36" MIN
F-40
F-30
1
3
2 TYPICAL AT END WALL
ENLARGED PILASTER
GEOMETRY
SEE METAL BUILDING SUPPLIER`S SHOP
DRAWINGS FOR ANCHOR BOLT PATTERNS
F-40
WALL TO BEAR ON
UNDISTURBED SOIL
EDGE OF EXISTING
FOUNDATION
EXTEND PILASTER TO
EXISTING FOUNDATION IN
ORDER TO ELIMINATE
FORMING ISSUES
START FOOTING AT
EDGE OF EXISTING
FOUNDATION WALL.
SEE
PLANS
12" 36" MIN METAL BUILDING BY OTHERS
CONC. SLAB PER PLAN W/ 1/2"
ISOLATION JOINT BETWEEN
SLAB & FOUNDATION
#3 BAR TIES @ 8" O.C.
CONC. PAD PER PLAN.
TO BEAR UPON NATIVE
SOILS
METAL BUILDING
FRAME BY OTHERS
ANCHOR BOLTS PER
GENERAL NOTES,
VERIFY W/ BUILDING
SUPPLIER
(1) #5 BAR EACH CORNER
OF PILASTER W/ 12"
HOOK INTO FOOTING PAD
D
S2
POUR NEW CONC. PAD OVER
EXISTING PAD AS REQUIRED. PAD
MAY BE POURED DOWN AND
AROUND EXISTING PAS AS
REQUIRED.
(1) #4 DOWEL DRILLED AND
EPOXIED, AS SHOWN INTO
EXISTING FTG./PEDESTAL W/ 6"
MIN. EMBEDMENT.
E
S2
EXISTING GIRTS
EXISTING GIRTS AT 90°
NEW GIRTS, (COPE ENDS
TO FIT EXISTING GIRT
PROFILE)
SCREW GIRTS
TOGETHER AS REQ`D
EXISTING
GIRTS AT
90°
NEW GIRTS SHALL BE
"TOOTHED" INTO EXISTING
CORNER CONNECTION,
(COPE ENDS TO FIT EXISTING
GIRT PROFILE)
SCREW GIRTS
TOGETHER AS REQ`D
EXISTING
STEEL
SHAPE
PLAN VIEW AT CORNER
GIRT CONNECTION
SECTION VIEW AT
CORNER GIRT
CONNECTION
CONC. CROSS TIE PER
DETAIL C/S2, 12" HOOK
BEYOND ANCHOR
BOLTS
B
C
A
A B
C
BOTTOM
TOP
MIDDLE
KEY PLAN TO GIRT
POSITIONING
12"
8"
3
1
2"
6"
REINFORCE
SLAB PER
PLAN
CONCRETE CROSS TIE
WITH (3)-#5 BARS
CONTINUOUS.
PROVIDE 36" OVERLAP
AT SPLICES. HOOK TO
PILASTERS PER
DETAIL A/S2
6"
MIN.
C
S2
F
S2
REMOVE EXISTING
SLAB AND EXCAVATE
AS REQUIRED.
NEW CONCRETE PAD
PER PLAN, UNDER NEW
COLUMN ABOVE.
EXISTING CONCRETE
WALL.
PER PLAN
8"
MIN.
EXISTING CONCRETE
SLAB FOR EXTERIOR
WASH BAY.
PAD REINFORCING PER
PAD SCHEDULE ON S1.
8"
MIN.
connection bolts for structural steel members where not detailed, shall conform to ASTM A325.
Minimum size shall be 3/4 inch diameter unless noted otherwise. Splicing of structural steel members
where not detailed is prohibited without prior written approval of the structural engineer.
Welding of continuous members shall be a minimum of 2 inches of 3/16 inch fillet stitch welds at 12
inches o.c. staggered each side, unless otherwise noted. column base plates, cap plates and stiffener
plates shall be welded all around. Connections not detailed on the drawings shall be selected from table
ii part 4 of the manual of steel construction of the ASIC. table iii in part 4 may be used in combination
with table ii. Electrodes for all field and shop welding
shall be class e70xx. All grout used under steel column base plates shall be of non-shrinkable type and
shall have a minimum compressive strength of 5000 psi.
The steel supplier shall provide shop drawings to general contractor and to the engineer to verify design
intent.
FC0639.002 - Dated: June 8, 2016
SEE
PLANS
PER PLAN
EQ EQ
12"
31
2"
(1) #5 BAR EACH CORNER
OF PILASTER W/ 12" HOOK
INTO FOOTING PAD
METAL BUILDING FRAME
BY OTHERS
RUN GRADE BEAM REINF.
CONT. THRU PILASTERS
ANCHOR BOLTS PER
GENERAL NOTES
CONC. SLAB PER PLAN W/ 1/2"
ISOLATION JOINT BETWEEN
SLAB & FOUNDATION
#3 BAR TIES @ 8" O.C.
CONC. PAD PER PLAN.
TO BEAR UPON NATIVE
SOILS
36" MIN METAL BUILDING BY OTHERS
EXTERIOR GIRTS BY
OTHERS
A
S2
#3 BAR TIES AT 8" O.C.
1 #5 BAR EACH CORNER
RUN GRADE BEAM
REINF. CONT. THRU
PILASTERS TYPICAL PILASTER
REINFORCING
DIMENSION VARIES
(SEE PLAN)
DIMENSION
VARIES
(SEE PLAN)
2" CLR. TYP.
GENERAL NOTES
AND DETAILS
CLIENT: PROJECT LOCATION:
D
ATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
CTL THOMPSON
CTL I THOMPSON INCORPORATED
400 North Link Lane
Fort Collins, CO 80524
P:970-206-9455
F:970-206-9441
www.ctlt.com
SHEET
I N C O R P O R A T E D
1-#4 BAR VERT. @ 24" (IN) O.C.
8" (IN) THICK CONCRETE WALL
WITH 2-#5 BARS TOP & BOTTOM
(6" (IN) MAX FROM T.O.W. OR
B.O.W.)
PROPERLY COMPACTED
BACKFILL
CONCRETE SLAB PER PLAN W/
1
2" ISOLATION JOINT
3
1
2" TO 6"
36" MIN
F-40
F-30
1
3
2 TYPICAL AT END WALL
ENLARGED PILASTER
GEOMETRY
SEE METAL BUILDING SUPPLIER`S SHOP
DRAWINGS FOR ANCHOR BOLT PATTERNS
F-40
WALL TO BEAR ON
UNDISTURBED SOIL
EDGE OF EXISTING
FOUNDATION
EXTEND PILASTER TO
EXISTING FOUNDATION IN
ORDER TO ELIMINATE
FORMING ISSUES
START FOOTING AT
EDGE OF EXISTING
FOUNDATION WALL.
SEE
PLANS
12" 36" MIN METAL BUILDING BY OTHERS
CONC. SLAB PER PLAN W/ 1/2"
ISOLATION JOINT BETWEEN
SLAB & FOUNDATION
#3 BAR TIES @ 8" O.C.
CONC. PAD PER PLAN.
TO BEAR UPON NATIVE
SOILS
METAL BUILDING
FRAME BY OTHERS
ANCHOR BOLTS PER
GENERAL NOTES,
VERIFY W/ BUILDING
SUPPLIER
(1) #5 BAR EACH CORNER
OF PILASTER W/ 12"
HOOK INTO FOOTING PAD
D
S2
POUR NEW CONC. PAD OVER
EXISTING PAD AS REQUIRED. PAD
MAY BE POURED DOWN AND
AROUND EXISTING PAS AS
REQUIRED.
(1) #4 DOWEL DRILLED AND
EPOXIED, AS SHOWN INTO
EXISTING FTG./PEDESTAL W/ 6"
MIN. EMBEDMENT.
E
S2
EXISTING GIRTS
EXISTING GIRTS AT 90°
NEW GIRTS, (COPE ENDS
TO FIT EXISTING GIRT
PROFILE)
SCREW GIRTS
TOGETHER AS REQ`D
EXISTING
GIRTS AT
90°
NEW GIRTS SHALL BE
"TOOTHED" INTO EXISTING
CORNER CONNECTION,
(COPE ENDS TO FIT EXISTING
GIRT PROFILE)
SCREW GIRTS
TOGETHER AS REQ`D
EXISTING
STEEL
SHAPE
PLAN VIEW AT CORNER
GIRT CONNECTION
SECTION VIEW AT
CORNER GIRT
CONNECTION
CONC. CROSS TIE PER
DETAIL C/S2, 12" HOOK
BEYOND ANCHOR
BOLTS
B
C
A
A B
C
BOTTOM
TOP
MIDDLE
KEY PLAN TO GIRT
POSITIONING
12"
8"
3 1
2"
6"
REINFORCE
SLAB PER
PLAN
CONCRETE CROSS TIE
WITH (3)-#5 BARS
CONTINUOUS.
PROVIDE 36" OVERLAP
AT SPLICES. HOOK TO
PILASTERS PER
DETAIL A/S2
6"
MIN.
C
S2
F
S2
REMOVE EXISTING
SLAB AND EXCAVATE
AS REQUIRED.
NEW CONCRETE PAD
PER PLAN, UNDER NEW
COLUMN ABOVE.
EXISTING CONCRETE
WALL.
PER PLAN
8"
MIN.
EXISTING CONCRETE
SLAB FOR EXTERIOR
WASH BAY.
PAD REINFORCING PER
PAD SCHEDULE ON S1.
8"
MIN.
BY METAL BUILDING SUPPLIER (***
BUILDINGS, PROJECT NO. **) PRIOR TO
LOCATING, PLACING OR CONSTRUCTING
ANY FOUNDATION ELEMENT.
NEW STEEL
COLUMN
INSTALLED IN
EXISTING WALL
FRAME NEW DOOR OPENING
W/ 8" LIGHT GA. STEEL
STUDS.
A
S2
F-30
F-40
1
CLIENT: PROJECT LOCATION:
D
ATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
CTL THOMPSON
CTL I THOMPSON INCORPORATED
400 North Link Lane
Fort Collins, CO 80524
P:970-206-9455
F:970-206-9441
www.ctlt.com
SHEET
I N C O R P O R A T E D
B
S2
1
2
B
S2
S2
D
24" MIN 6"
TYPICAL NEW TO EXISTING
FOUNDATION WALL TIE-IN DETAIL
PLAN VIEW
NEW FDN. WALL AND
REINFORCING PER
PLANS AND DETAILS
EXISTING FDN. WALL
N.T.S.
DRILL & EPOXY #4 BAR
TO MATCH NEW WALL REINF.
MIN. EMBEDMENT 6" INTO
EXISTING, 24" MIN INTO NEW FDN
DRILL & EPOXY #4 BAR WALL.
TO MATCH NEW WALL
REINF. EMBEDMENT 6"
INTO EXISTING, 24" MIN
INTO NEW FDN WALL, SEE
DETAIL THIS SHEET.
DRILL & EPOXY #4 BAR
TO MATCH NEW WALL
REINF. EMBEDMENT 6"
INTO EXISTING, 24" MIN
INTO NEW FDN WALL, SEE
DETAIL THIS SHEET.
2
3
# INDICATES PILASTER
GEOMETRY SHOWN ON S2
TYPICAL CONTROL
JOINT PATTERN
1
4" WIDE CONSTRUCTION
JOINT. JOINT DEPTH SHALL
BE 13
4". SEAL WITH JOINT
SEALANT.
REINFORCED CONCRETE
SLAB-ON-GRADE PER PLAN
4" MIN. BASE COURSE
OF CLEAN GRAVEL OR
CRUSHED STONE,
SLOPE FOUNDATION
SUBGRADE TO MATCH
SLOPE OF SLAB IN
ORDER TO MAINTAIN
SLAB THICKNESS
SURFACE SEALANT IF
REQUESTED BY OWNER.
SLAB AND CONTROL JOINT DETAIL
3" CLEAR
NOTE: PREPARE SUBGRADE PER
ORIGINAL SOILS REPORT
SHOP EXPANSION
LOCKER ROOM
REMODELING/MEZZANINE
ABOVE
NEW 3 1
2" Ø STEEL COLUMN
INSTALLED IN EXISTING WALL
F-30
F-40 F-40
F-40
PARTIAL FOUNDATION
PLAN AT MEZZANINE
SCALE 1/4" = 1'-0"
W10x19 (DROPPED)
W10x30 (2 SPAN DROPPED) F-24
3
D
S2
EXISTING
MAINTENANCE
SHOP
NEW STEEL COLUMN
INSTALLED IN EXISTING
WALL.
EXISTING BEAM
AND COLUMNS TO
REMAIN
F-24
F-24
F-24
LIMITS OF EXISTING
STRUCTURE
LIMITS OF ADDITION
BLOCK OUT FOR
NEW OHD DOOR
OPENING
EXISTING DOOR
LIMITS OF EXISTING
STRUCTURE
LIMITS OF ADDITION
PROVIDE NEW CONC.
PAD FTG. AT NEW COL.
UNDER PIN AS REQ`D.
IN EXISTING WALL. SEE
DETAIL F/S2.
BREAK ROOM
PROVIDE NEW CONC.
PAD FTG. AT NEW
COL.
NEW 3 1
2" Ø STEEL
COLUMN INSTALLED
IN EXISTING WALL
W8x13 (DROPPED)
PROVIDE NEW
CONC. PAD FTG.
AS REQ`D
S2
E
CONCRETE CROSS
TIE, SEE DETAIL C/S2
A
S2
SHEAR WALL FRAMING MODIFICATIONS
MAY BE REQUIRED IF EXISTING WALL
IN BREAK ROOM (INLINE W/ BEAM) IS
REMOVED.
SIM
NEW STEEL
PORTAL FRAME.
C
S2
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A10.6
EXISTING PHOTOS
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
DEMOLITION NOTES
NO. DESCRIPTION
D1 DEMO. EXISTING (EX.) WALL CONSTRUCTION & FINISHES, AS
REQUIRED FOR NEW WORK
D2 DEMO. EX. FLOOR SLAB, AS REQ'D. FOR NEW WORK,(REF: MEP
DWG'S.)" COORD. SLAB DEMO. WITH NEW PLUMBING WORK
D3 DEMO. EX. SIDING/TRIM CONSTRUCTION, AS REQ'D. FOR NEW
WORK
D4 DEMO. DOORS & OPENINGS, PROVIDE NEW WALL CONSTR'N.
D5 DEMO. EX. SITE PAVEMENT, AS REQ'D. FOR NEW WORK
D6 DEMO. & REMOVE ALL EQUIPMENT, FIXTURES, FINISHES, CABINETS,
DOORS, ETC., NOTED OR OTHERWISE, AS REQ'D. FOR NEW WORK
D7 DEMO. & RE-LOCATE EX. MECH'L. & ELECT'L., AS REQ'D. FOR NEW
WORK,(REF: MEP DWG'S.)
D8 DEMO. & RELOCATE EX. SHOP EQUIPMENT, COORD. UTILITY
REQUIREMENTS AND RE-INSTALL
D9 RELOCATE EX. AIR COMPRESSOR, COORD. WITH MEP DWG'S FOR
NEW WORK/PIPING EXTENSIONS
D10 RELOCATE EX. HOT WATER TANK & SPRAY UNIT, COORD. WITH
MEP DWG'S. FOR NEW WORK
D11 DEMO. & SALVAGE, EX. DOORS
D12 DEMO. & SALVAGE, EX. LIGHTING, MECH'L
D13 DEMO./SALVAGE EX. COILING DOOR, PER OWNER'S REQT'S.
D14 DEMO EXISTING SIDING & REPLACE WITH P.F. METAL LINER PANEL
D15 DEMO EXISTING ROOF EAVE AND PROVIDE NEW P.F.M TIE-IN
D16 DEMO EXISTING LOUVER (COORD. & VERIFY W/ CIVIL)
D17 DEMO. & RE-LOCATE EX. EYEWASH
E1 EXISTING (EX.) FLOOR SLAB/PAVEMENT, (TO REMAIN)
E2 EX. WALL & STRUCTURE, (TO REMAIN)
E3 EX. ROOF & STRUCTURE, (TO REMAIN)
E4 EX. MEZZANINE AND STRUCTURE, (TO REMAIN)
E5 EX. CONSTRUCTION TO REMAIN, (UNLESS OTHERWISE NOTED)
E6 OWNER TO RELOCATE/REMOVE EQUIPMENT/MATERIALS, AS
NEEDED FOR NEW WORK
E7 EX. WINDOW & DOOR TO REMAIN
E8 EX. LITE TUBES TO REMAIN
E9 EX. METERS & UTILITIES TO REMAIN
A10.6 1" = 10'-0"
1 EX. PHOTOS DEMO KEY
30
EAST BAY - NORTH EAST
31
EAST BAY - CENTER
32
EAST BAY - SOUTH
D4
D7 E2
E2
E2 E2
E1
E6 D4 E8
E2
D4
D6 D4
E2
E3
E1
E1
E5
33
EAST BAY
D4
E7
E7
E3
38
WEST BAY - NORTH-WEST CORNER
E6
E7
E5
E3
34
EAST BAY - WEST
E1
E3
E2
E7
E7
E5
35
WEST BAY - SOUTH WEST CORNER
E7 E7
E5
E5
E5
E7
E2
D3
NEW OPENING
E2
E5
39
WEST BAY - NORTH WEST CORNER
E7
E7
E5
E5
E5 E5
37
WEST BAY - WEST CENTER
E2
E7
E5
E1
D6 D6
D6
E3
36
WEST BAY - WEST SOUTH
D3
NEW WALL
OPEING
E6
SOUTH - EAST
38
39
36
D1
D6
INFILL WALL
CONSTR'N
D1
COORDINATE
FIRE/ IT
E2
D6
(TYP.)
D6
E2
D4
INFILL NEW
WALL
CONSTRUCTION
E2
E7
E1
/ D2
E2
E1 /
D2
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A10.5
EXISTING PHOTOS
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
22
SHOP - NORTH
24
SHOP - SOUTH
23
SHOP - EAST
D4
D1
E2
E8
D7
D1 D1
E1
D6
E6
D7
D4
E6
D4
D1
E1
D4
D6
E6
E2
25
SHOP - WEST
D13
E2
D4
D1
NEW WALL
INFILL WALL
OPENINGS
D6
E1
26
PARTS & TOOLS - EAST
D7
E6
27
PARTS & TOOLS
D7
E6
E6
D2
D1
D12
E3
D10
D12
D9
NORTH
E6
28
D10
D7
D9
29
PARTS & TOOLS
D1
D1
D4
D2
E6
D7
D7
D7
E6
E6
SOUTH
DEMOLITION NOTES
NO. DESCRIPTION
D1 DEMO. EXISTING (EX.) WALL CONSTRUCTION & FINISHES, AS
REQUIRED FOR NEW WORK
D2 DEMO. EX. FLOOR SLAB, AS REQ'D. FOR NEW WORK,(REF: MEP
DWG'S.)" COORD. SLAB DEMO. WITH NEW PLUMBING WORK
D3 DEMO. EX. SIDING/TRIM CONSTRUCTION, AS REQ'D. FOR NEW
WORK
D4 DEMO. DOORS & OPENINGS, PROVIDE NEW WALL CONSTR'N.
D5 DEMO. EX. SITE PAVEMENT, AS REQ'D. FOR NEW WORK
D6 DEMO. & REMOVE ALL EQUIPMENT, FIXTURES, FINISHES, CABINETS,
DOORS, ETC., NOTED OR OTHERWISE, AS REQ'D. FOR NEW WORK
D7 DEMO. & RE-LOCATE EX. MECH'L. & ELECT'L., AS REQ'D. FOR NEW
WORK,(REF: MEP DWG'S.)
D8 DEMO. & RELOCATE EX. SHOP EQUIPMENT, COORD. UTILITY
REQUIREMENTS AND RE-INSTALL
D9 RELOCATE EX. AIR COMPRESSOR, COORD. WITH MEP DWG'S FOR
NEW WORK/PIPING EXTENSIONS
D10 RELOCATE EX. HOT WATER TANK & SPRAY UNIT, COORD. WITH
MEP DWG'S. FOR NEW WORK
D11 DEMO. & SALVAGE, EX. DOORS
D12 DEMO. & SALVAGE, EX. LIGHTING, MECH'L
D13 DEMO./SALVAGE EX. COILING DOOR, PER OWNER'S REQT'S.
D14 DEMO EXISTING SIDING & REPLACE WITH P.F. METAL LINER PANEL
D15 DEMO EXISTING ROOF EAVE AND PROVIDE NEW P.F.M TIE-IN
D16 DEMO EXISTING LOUVER (COORD. & VERIFY W/ CIVIL)
D17 DEMO. & RE-LOCATE EX. EYEWASH
E1 EXISTING (EX.) FLOOR SLAB/PAVEMENT, (TO REMAIN)
E2 EX. WALL & STRUCTURE, (TO REMAIN)
E3 EX. ROOF & STRUCTURE, (TO REMAIN)
E4 EX. MEZZANINE AND STRUCTURE, (TO REMAIN)
E5 EX. CONSTRUCTION TO REMAIN, (UNLESS OTHERWISE NOTED)
E6 OWNER TO RELOCATE/REMOVE EQUIPMENT/MATERIALS, AS
NEEDED FOR NEW WORK
E7 EX. WINDOW & DOOR TO REMAIN
E8 EX. LITE TUBES TO REMAIN
E9 EX. METERS & UTILITIES TO REMAIN
A10.5 1" = 10'-0"
PARTS & TOOLS 1 EX. PHOTOS DEMO KEY
WASH EQPT.
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A10.5
EXISTING PHOTOS
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
/ D8
D1
NEW OPENING
D2 /
E1
/ D8
D2 /
D2 /
E6
E6
/ D8
D7
D6
D2 /
/ E1
REMOVE
LINER
PANEL
(TYP.)
/ E1
REMOVE
ALL LINER
PANELS AT NEW
R. ROOMS
D1
REMOVE
LINER
PANEL
(TYP.)
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A10.4
EXISTING PHOTOS
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
DEMOLITION NOTES
NO. DESCRIPTION
D1 DEMO. EXISTING (EX.) WALL CONSTRUCTION & FINISHES, AS
REQUIRED FOR NEW WORK
D2 DEMO. EX. FLOOR SLAB, AS REQ'D. FOR NEW WORK,(REF: MEP
DWG'S.)" COORD. SLAB DEMO. WITH NEW PLUMBING WORK
D3 DEMO. EX. SIDING/TRIM CONSTRUCTION, AS REQ'D. FOR NEW
WORK
D4 DEMO. DOORS & OPENINGS, PROVIDE NEW WALL CONSTR'N.
D5 DEMO. EX. SITE PAVEMENT, AS REQ'D. FOR NEW WORK
D6 DEMO. & REMOVE ALL EQUIPMENT, FIXTURES, FINISHES, CABINETS,
DOORS, ETC., NOTED OR OTHERWISE, AS REQ'D. FOR NEW WORK
D7 DEMO. & RE-LOCATE EX. MECH'L. & ELECT'L., AS REQ'D. FOR NEW
WORK,(REF: MEP DWG'S.)
D8 DEMO. & RELOCATE EX. SHOP EQUIPMENT, COORD. UTILITY
REQUIREMENTS AND RE-INSTALL
D9 RELOCATE EX. AIR COMPRESSOR, COORD. WITH MEP DWG'S FOR
NEW WORK/PIPING EXTENSIONS
D10 RELOCATE EX. HOT WATER TANK & SPRAY UNIT, COORD. WITH
MEP DWG'S. FOR NEW WORK
D11 DEMO. & SALVAGE, EX. DOORS
D12 DEMO. & SALVAGE, EX. LIGHTING, MECH'L
D13 DEMO./SALVAGE EX. COILING DOOR, PER OWNER'S REQT'S.
D14 DEMO EXISTING SIDING & REPLACE WITH P.F. METAL LINER PANEL
D15 DEMO EXISTING ROOF EAVE AND PROVIDE NEW P.F.M TIE-IN
D16 DEMO EXISTING LOUVER (COORD. & VERIFY W/ CIVIL)
D17 DEMO. & RE-LOCATE EX. EYEWASH
E1 EXISTING (EX.) FLOOR SLAB/PAVEMENT, (TO REMAIN)
E2 EX. WALL & STRUCTURE, (TO REMAIN)
E3 EX. ROOF & STRUCTURE, (TO REMAIN)
E4 EX. MEZZANINE AND STRUCTURE, (TO REMAIN)
E5 EX. CONSTRUCTION TO REMAIN, (UNLESS OTHERWISE NOTED)
E6 OWNER TO RELOCATE/REMOVE EQUIPMENT/MATERIALS, AS
NEEDED FOR NEW WORK
E7 EX. WINDOW & DOOR TO REMAIN
E8 EX. LITE TUBES TO REMAIN
E9 EX. METERS & UTILITIES TO REMAIN
A10.4 1" = 10'-0"
1 EX. PHOTOS DEMO KEY
19
MEN'S RR
D1
D6
D2
D6
D6
D6
16
MEN'S LOCKER
17
MEN'S LOCKER
D1
D4
E6
D6
D6
D2
D2
E6 D4
D1
E1 /
E1 /
E3
E3
E2
D1
18
MEN'S RR
D1
D6
D2
D1
D6
E2
E1 /
20
MEN'S SHOWER
22
MEN'S SHOWER
21
MEN'S SHOWER
D1
E2
D6
D2
D2
D1
D1
E1 / D2
E2 / D6
E1 /
E1 /
D1
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A10.3
EXISTING PHOTOS
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
7
JANITOR'S CLOSET
10
WOMEN'S LOCKER
E5
D4
D2
E6
E5
12
WOMEN'S RR
D1
D1
D2
D6
D6
D6
D6
D6
E2
DEMOLITION NOTES
NO. DESCRIPTION
D1 DEMO. EXISTING (EX.) WALL CONSTRUCTION & FINISHES, AS
REQUIRED FOR NEW WORK
D2 DEMO. EX. FLOOR SLAB, AS REQ'D. FOR NEW WORK,(REF: MEP
DWG'S.)" COORD. SLAB DEMO. WITH NEW PLUMBING WORK
D3 DEMO. EX. SIDING/TRIM CONSTRUCTION, AS REQ'D. FOR NEW
WORK
D4 DEMO. DOORS & OPENINGS, PROVIDE NEW WALL CONSTR'N.
D5 DEMO. EX. SITE PAVEMENT, AS REQ'D. FOR NEW WORK
D6 DEMO. & REMOVE ALL EQUIPMENT, FIXTURES, FINISHES, CABINETS,
DOORS, ETC., NOTED OR OTHERWISE, AS REQ'D. FOR NEW WORK
D7 DEMO. & RE-LOCATE EX. MECH'L. & ELECT'L., AS REQ'D. FOR NEW
WORK,(REF: MEP DWG'S.)
D8 DEMO. & RELOCATE EX. SHOP EQUIPMENT, COORD. UTILITY
REQUIREMENTS AND RE-INSTALL
D9 RELOCATE EX. AIR COMPRESSOR, COORD. WITH MEP DWG'S FOR
NEW WORK/PIPING EXTENSIONS
D10 RELOCATE EX. HOT WATER TANK & SPRAY UNIT, COORD. WITH
MEP DWG'S. FOR NEW WORK
D11 DEMO. & SALVAGE, EX. DOORS
D12 DEMO. & SALVAGE, EX. LIGHTING, MECH'L
D13 DEMO./SALVAGE EX. COILING DOOR, PER OWNER'S REQT'S.
D14 DEMO EXISTING SIDING & REPLACE WITH P.F. METAL LINER PANEL
D15 DEMO EXISTING ROOF EAVE AND PROVIDE NEW P.F.M TIE-IN
D16 DEMO EXISTING LOUVER (COORD. & VERIFY W/ CIVIL)
D17 DEMO. & RE-LOCATE EX. EYEWASH
E1 EXISTING (EX.) FLOOR SLAB/PAVEMENT, (TO REMAIN)
E2 EX. WALL & STRUCTURE, (TO REMAIN)
E3 EX. ROOF & STRUCTURE, (TO REMAIN)
E4 EX. MEZZANINE AND STRUCTURE, (TO REMAIN)
E5 EX. CONSTRUCTION TO REMAIN, (UNLESS OTHERWISE NOTED)
E6 OWNER TO RELOCATE/REMOVE EQUIPMENT/MATERIALS, AS
NEEDED FOR NEW WORK
E7 EX. WINDOW & DOOR TO REMAIN
E8 EX. LITE TUBES TO REMAIN
E9 EX. METERS & UTILITIES TO REMAIN
A10.3 1" = 10'-0"
1 EX. PHOTOS DEMO KEY
E2
E2
D1
EX. WATER
8
WOMEN'S LOCKER
9
WOMEN'S LOCKER
D1
D4 D6
D2
D2
D6
D6
D6
D1
E1 /
D1
E1 /
D1
D1
D1
E1 /
D1
11
WOMEN'S RR
D1
D6
D2
D6
E2
D6
E1 /
E1 /
13
WOMEN'S SHOWER
14
WOMEN'S SHOWER
E9
D2
E2
D3
D6
D1
D6
E2
E3
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A10.2
EXISTING PHOTOS
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
DEMOLITION NOTES
NO. DESCRIPTION
D1 DEMO. EXISTING (EX.) WALL CONSTRUCTION & FINISHES, AS
REQUIRED FOR NEW WORK
D2 DEMO. EX. FLOOR SLAB, AS REQ'D. FOR NEW WORK,(REF: MEP
DWG'S.)" COORD. SLAB DEMO. WITH NEW PLUMBING WORK
D3 DEMO. EX. SIDING/TRIM CONSTRUCTION, AS REQ'D. FOR NEW
WORK
D4 DEMO. DOORS & OPENINGS, PROVIDE NEW WALL CONSTR'N.
D5 DEMO. EX. SITE PAVEMENT, AS REQ'D. FOR NEW WORK
D6 DEMO. & REMOVE ALL EQUIPMENT, FIXTURES, FINISHES, CABINETS,
DOORS, ETC., NOTED OR OTHERWISE, AS REQ'D. FOR NEW WORK
D7 DEMO. & RE-LOCATE EX. MECH'L. & ELECT'L., AS REQ'D. FOR NEW
WORK,(REF: MEP DWG'S.)
D8 DEMO. & RELOCATE EX. SHOP EQUIPMENT, COORD. UTILITY
REQUIREMENTS AND RE-INSTALL
D9 RELOCATE EX. AIR COMPRESSOR, COORD. WITH MEP DWG'S FOR
NEW WORK/PIPING EXTENSIONS
D10 RELOCATE EX. HOT WATER TANK & SPRAY UNIT, COORD. WITH
MEP DWG'S. FOR NEW WORK
D11 DEMO. & SALVAGE, EX. DOORS
D12 DEMO. & SALVAGE, EX. LIGHTING, MECH'L
D13 DEMO./SALVAGE EX. COILING DOOR, PER OWNER'S REQT'S.
D14 DEMO EXISTING SIDING & REPLACE WITH P.F. METAL LINER PANEL
D15 DEMO EXISTING ROOF EAVE AND PROVIDE NEW P.F.M TIE-IN
D16 DEMO EXISTING LOUVER (COORD. & VERIFY W/ CIVIL)
D17 DEMO. & RE-LOCATE EX. EYEWASH
E1 EXISTING (EX.) FLOOR SLAB/PAVEMENT, (TO REMAIN)
E2 EX. WALL & STRUCTURE, (TO REMAIN)
E3 EX. ROOF & STRUCTURE, (TO REMAIN)
E4 EX. MEZZANINE AND STRUCTURE, (TO REMAIN)
E5 EX. CONSTRUCTION TO REMAIN, (UNLESS OTHERWISE NOTED)
E6 OWNER TO RELOCATE/REMOVE EQUIPMENT/MATERIALS, AS
NEEDED FOR NEW WORK
E7 EX. WINDOW & DOOR TO REMAIN
E8 EX. LITE TUBES TO REMAIN
E9 EX. METERS & UTILITIES TO REMAIN
1
A10.2 1" = 10'-0"
SOUTH BREAKROOM 1 EX. PHOTOS DEMO KEY
WEST MAINTENANCE/ SHOP
SOUTH MAINTENANCE/ SHOP
2
5 6
SOUTH BREAKROOM
3
BREAKROOM
4
NORTH BREAKROOM
D4
D4
D1
D1
E6
D6
D1
D4
E6
D6
E6 E6
E6
E5
D2
D7
D7
D7
D7
D7 D14
E3
AREA OF NEW
ADDITION
D2
E3
DEMO EAVE TRIM
FOR NEW ROOF
CONSTRUCTION
E2
E2
E5
/ E5
/
D7
DEMO EAVE TRIM
FOR NEW ROOF
CONSTRUCITON
D6
D6
D1
E5
E1
E1
E1
E1
E2
E2
E9
E5
E2 E6
AREA OF NEW
ADDITION
16' - 0 1/2" 27' - 11"
LOCKERS
LOCKERS
LOCKERS
D6
D6
D6 D6
D6 D6
D6 D6
E1 E1
D2 D2
D2
E1
E1
E1
E1 E1
E1
E2
E2 E2
E2
D5
D14
D5
D14
D9
D7
D16
EX. DUCTWORK (REF:MECH)
EX. DUCTWORK (REF:MECH)
D15
D13
E9
E9
E9
E2
D10
D1
D1 D1
D8
D8
D8 D8
D7 MEZZANINE ABOVE
1. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.
2. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER IN WHICH TO
ACCOMMODATE NEW WORK.
3. CONTRACTORS SHALL VISIT THE JOB SITE AND COMPLETELY
FAMILIARIZE
THEMSELVES WITH THE EXISTING PROJECT CONDITIONS.
4. REMOVE AND DISPOSE OF ALL MATERIALS, EQUIPMENT, AND
CONSTRUCTION INDICATED AS NOTED. USE METHODS AND SEQUENCING
WHICH WILL PROTECT AND MINIMIZE DAMAGE TO EXISTING WORK TO
REMAIN.
5. COORDINATE DEMOLITION METHODS AND RESULTANT REMAINING
SURFACES WITH PATCHING AND FINISH REQUIREMENTS.
6. DEMOLITION DIMENSIONS ARE APPROXIMATE. VERIFY REQUIREMENTS
OF NEW CONSTRUCTION WORK PRIOR TO COMMENCING DEMOLITION
WORK.
7. SALVAGE ALL DOORS, WINDOWS, FRAMES, LIGHTING FIXTURES, WALL
MOUNTED ACCESSORIES AND FIRE EXTINGUISHERS. STORE FOR OWNER
ACCEPTANCE.
8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
CONSTRUCTING
AND MAINTAINING TEMPORARY SAFETY BARRICADES SOUND, DUST
CONTROL PARTITIONS, ETC. AS REQUIRED TO PROVIDE A SAFE AND
CLEAN ENVIRONMENT IN AND AROUND THE CONSTRUCTION AREA.
9. THE DRAWINGS SHALL SHOW GENERAL INTENT OF DEMOLITIONS
WORK NOT ALL COMPONENTS AND ITEMS HAVE BEEN INDICATED.
WHETHER INDICATED OR NOT, ALL EXISTING IMPEDIMENTS TO NEW
CONSTRUCTION SHALL BE REMOVED. THE CONTRACTOR SHALL VISIT
THE PROJECT SITE. REVIEW ALL DOCUMENTS AND PERFORM ALL
DEMOLITION WORK AS NECESSARY FOR A COMPLETE PROJECT,
READY FOR NEW CONSTRUCTION
10. UNFORESEEN CONDITIONS: SHOULD ANY CONDITION ARISE WHICH
WOULD NOT NORMALLY BE ANTICIPATED, OR SHOULD ANY CONDITIONS
BE UNCOVERED WHICH DOES NOT MATCH THE CONTRACT DOCUMENTS.
IMMEDIATELY NOTIFY THE ARCHITECT/OWNER FOR DIRECTION.
11. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT
DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A
CLARIFICATION FROM THE ARCHITECT/OWNER PRIOR TO SUBMITTAL OF
PROPOSALS AND PROCEEDING WITH ANY WORK.
12. GENERAL CONTRACTOR AND / OR ALL SUBCONTRACTORS SHALL
OBTAIN ALL GOVERNING AGENCY APPROVALS RELATED TO THEIR
WORK AND PAY
FOR ANY PERMITS, FEES, OR ANY OTHER COST TO PROVIDE
COMPLETE INSTALLATION, & GOVERNING AUTHORITY, 'CERTIFICATE OF
OCCUPANCY'.
13. GENERAL CONTRACTOR SHALL PROVIDE FOR A SMOOTH
TRANSITION BETWEEN EXISTING CONDITIONS TO REMAIN AND NEW
CONSTRUCTION. GENERAL CONTRACTOR SHALL ALSO BE
RESPONSIBLE FOR REPAIRING, PATCHING AND MATCHING ANY
DAMAGED AREA CAUSED BY WEATHER, THE PROCESS OF
CONSTRUCTING OR OTHER AS REQUIRED, FOR COMPLETION OF THE
NEW SPACE.
14. ITEMS NOTED TO BE REMOVED AND SAVED FOR REINSTALLATION
TO BE STORED AND PROTECTED DURING THE CONSTRUCTION
PROCESS UNTIL THE ITEM IS SCHEDULED TO BE REINSTALLED.
15. REFERENCE & COORDINATE WITH MECHANICAL PLANS/ROOF PLANS
FOR REMOVAL OF EXISTING MECHANICAL. EQUIPMENT, GRILLES,
DIFFUSERS, DUCTWORK AND RELATED CEILING ITEMS.
16. REFERENCE & COORDINATE WITH ELECTRICAL PLANS FOR REMOVAL
OF EXISTING LIGHT FIXTURES, WALL RECEPTACLES AND RELATED
CEILING ITEMS.
17. VERIFY ALL UNDERGROUND ELECTRICAL, PLUMBING, ETC, UTILITIES
AS REQUIRED.
18. REFERENCE & COORDINATE WITH PLUMBING PLANS FOR FLOOR
SLAB DEMOLITION.
19. FIELD VERIFY ALL EXISTING VENTS, FLUES, OTHER, ETC., THRU THE
UPPER LEVEL PLAN. RE-DIRECT AS REQUIRED.
20. DEMO ANY / ALL EXISTING SLAB AREAS AS REQUIRED FOR NEW
STRUCTURAL PAD FOOTINGS, UNDERGROUND PLUMBING AND / OR ALL
AREAS REQUIRED NEW / PROPOSED CONSTRUCTION. COORDINATE
WITH MECHANICAL, PLUMBING AND STRUCTURAL.
21. DEMO ALL EXISTING CONSTRUCTION AS REQUIRED FOR NEW WORK
UNLESS OTHERWISE NOTED.
GENERALNOTES GENERAL DEMOLITION NOTES
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A10.1
DEMOLITION PLAN-
MAIN LEVEL
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
NORTH 02.16.17
A10.1 3/16" = 1'-0"
1 DEMOLITION PLAN
DEMOLITION NOTES
NO. DESCRIPTION
D1 DEMO. EXISTING (EX.) WALL CONSTRUCTION & FINISHES, AS
REQUIRED FOR NEW WORK
D2 DEMO. EX. FLOOR SLAB, AS REQ'D. FOR NEW WORK,(REF: MEP
DWG'S.)" COORD. SLAB DEMO. WITH NEW PLUMBING WORK
D3 DEMO. EX. SIDING/TRIM CONSTRUCTION, AS REQ'D. FOR NEW
WORK
D4 DEMO. DOORS & OPENINGS, PROVIDE NEW WALL CONSTR'N.
D5 DEMO. EX. SITE PAVEMENT, AS REQ'D. FOR NEW WORK
D6 DEMO. & REMOVE ALL EQUIPMENT, FIXTURES, FINISHES, CABINETS,
DOORS, ETC., NOTED OR OTHERWISE, AS REQ'D. FOR NEW WORK
D7 DEMO. & RE-LOCATE EX. MECH'L. & ELECT'L., AS REQ'D. FOR NEW
WORK,(REF: MEP DWG'S.)
D8 DEMO. & RELOCATE EX. SHOP EQUIPMENT, COORD. UTILITY
REQUIREMENTS AND RE-INSTALL
D9 RELOCATE EX. AIR COMPRESSOR, COORD. WITH MEP DWG'S FOR
NEW WORK/PIPING EXTENSIONS
D10 RELOCATE EX. HOT WATER TANK & SPRAY UNIT, COORD. WITH
MEP DWG'S. FOR NEW WORK
D11 DEMO. & SALVAGE, EX. DOORS
D12 DEMO. & SALVAGE, EX. LIGHTING, MECH'L
D13 DEMO./SALVAGE EX. COILING DOOR, PER OWNER'S REQT'S.
D14 DEMO EXISTING SIDING & REPLACE WITH P.F. METAL LINER PANEL
D15 DEMO EXISTING ROOF EAVE AND PROVIDE NEW P.F.M TIE-IN
D16 DEMO EXISTING LOUVER (COORD. & VERIFY W/ CIVIL)
D17 DEMO. & RE-LOCATE EX. EYEWASH
E1 EXISTING (EX.) FLOOR SLAB/PAVEMENT, (TO REMAIN)
E2 EX. WALL & STRUCTURE, (TO REMAIN)
E3 EX. ROOF & STRUCTURE, (TO REMAIN)
E4 EX. MEZZANINE AND STRUCTURE, (TO REMAIN)
E5 EX. CONSTRUCTION TO REMAIN, (UNLESS OTHERWISE NOTED)
E6 OWNER TO RELOCATE/REMOVE EQUIPMENT/MATERIALS, AS
NEEDED FOR NEW WORK
E7 EX. WINDOW & DOOR TO REMAIN
E8 EX. LITE TUBES TO REMAIN
E9 EX. METERS & UTILITIES TO REMAIN
REF: PHOTO/DEMO SHEETS A10.2 - A10.6
1,200 S.F.
P2
22.08
9.02
9.02
9.02
9.02
9.02
9.02 9.02
CONC
RB-1
CONC
RB-1
CONC
RB-1 LVT-1
RB-1
LVT-1
RB-1
CT-1
CT-1
CT-1
CT-1
EXISTING:
NO WORK EXISTING:
NO WORK
FD
FD
FD FD
LVT-1
RB-1
CT-1
CT-1
CT-1
CT-1
CONC
RB-1
LVT-1
RB-1
LVT-1
RB-1
LVT-1
RB-1
1. ALL SHEET VINYL FLOORS TO HAVE HEAT WELDED SEEMS, TO
MATCH ADJACENT SHEET VINYL COLOR, U.N.O.
2. CARPET SEAMS, TRANSITIONS AND THRESHOLDS TO BE LOCATED
AT CENTERLINE OF DOOR WHEN IN CLOSED POSITION, U.N.O.
3. FLOORING TRANSITIONS TO ALIGN WITH FINISH BASE EXCEPT AT
DOORS, U.N.O.
4. METAL FLOORING TRANSITIONS TO PROVIDED IN ALL LOCATIONS
WHERE CERAMIC/PORCELAIN TILE TRANSITIONS TO ANOTHER
MATERIAL. TRANSITION TO BE SCHLUTER, COLOR: BRUSHED
STAINLESS OR EQUAL. PROVIDE SUBMITTAL OF EACH TRANSITION
TYPE FOR APPROVAL BY ARCHITECT PRIOR TO ORDERING.
5. TILE FLOORING UNDERLAYMENT TO BE PROVIDED AND INSTALLED
BY FLOORING CONTRACTOR.
6. TILE FLOORS (VCT, CERAMIC/ PORCELAIN, QUARRY, CARPET TILE)
TO BE CENTERED WITHIN SPACE, U.N.O. AVOID PARTIAL FLOOR TILES
LESS THAN HALF WIDTH OF MATERIAL.
FLOORINGNOTES FLOORING NOTES
1. ALL GYPSUM BOARD SURFACES TO BE PAINTED, U.N.O. REFER TO
INTERIOR ELEVATIONS, FLOOR PLAN AND RCP FOR ACCENT COLORS.
2. INFILL AREAS (WALLS AND CEILINGS) TO BE TEXTURED AND PAINTED
TO MATCH ADJACENT.
3. REFER TO INTERIOR ELEVATIONS FOR TILE LAYOUT ON RESTROOM
WALLS.
4. PROVIDE CAULKING AT ALL DISSIMILAR MATERIALS AT INTERSECTION
OF BACKSPLASH / COUNTER & WALL TO BE PAINTED TO MATCH
ADJACENT WALL COLOR BY PAINTING CONTRACTOR.
5. MATCH EXISTING WALL TEXTURE AT ALL NEW WALL LOCATIONS AND
WALL DEMO LOCATIONS.
6. PROVIDE SMOOTH OR MATCH EXISTING FINISH ON GYPSUM BD.
WALLS / CEILINGS.
7. ALL PAINTS TO BE LOW OR NO V.O.C. - U.N.O.
WALLNOTES WALL & CEILING NOTES
1. GROUT JOINT WIDTHS TO BE PER MANUFACTURER'S
RECOMMENDATION, U.N.O.
2. ELECTRICAL SWITCH PLATES AND OUTLET COVERS IN NON- PUBLIC
AREAS TO BE WHITE WITH WHITE DEVICES, U.N.O.
3. MECHANICAL (INCLUDING THERMOSTATS), AND FIRE DEVICES
(INCLUDING HORNS AND STROBES) TO BE WHITE, U.N.O., OR AS
SELECTED B.O.
4. FIRE EXTINGUISHER CABINETS TO BE PAINTED TO MATCH WALL.
5. MIRROR/TILE DETAIL TYPICAL AT ALL LOCATIONS OF TILE & MIRROR
CONNECTIONS. TILE INSTALLER TO APPLY LATEX CAULK AROUND
MIRRORS AND AROUND DOOR FRAMES IN RESTROOMS. DO NOT
GROUT AROUND MIRRORS AND DOOR FRAMES.
6. ALL MECHANICAL ACCESS PANELS, MECHANICAL LOUVERS, AND
DIFFUSERS ON GYPSUM WALLS OR CEILINGS TO BE PAINTED TO
MATCH WALL OR CEILING.
MISC.NOTES MISC. NOTES
BIOBASED TILE (VCT):
A. ARMSTRONG WORLD INDUSTRIES
B. AB COLOR PLUS
C. MANNIGNTON MILLS, INC.
D. TARKETT, INC.
OUTLINEREQUIREMENTS OUTLINE SPECIFICATION REQUIREMENTS
BASE:
A. R.C. MUSSON RUBBER COMPANY
B. ROPPE RUBBER CORPORATION
C. BURKE INDUSTRIES
D. JOHNSONITE
E. APPROVED EQUAL
ENTRY MATS:
LEES - STEP IN STYLE
COLOR: ASPHALT
ACOUSTIC PANELS:
A. SAT-1: MINERAL FIBER
1) ARMSTRONG "FINE FISSURED"
2) CELOTEX #HHF-197 FINE FISSURED
B. SAT-2: WHITE VINYL FACED GYPSUM PANEL
1) ARMSTRONG "VLRH90", #870
2) USG "GYPSUM LAY IN WHITE VINYL FACED PANEL", 3260
3) CELOTEX "VINYLTONE", # VTS-897
4) CAPAUL "VINYLROCK X"
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A9.2
ROOM SCHEDULE
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.15.17
ROOM FINISH SCHEDULE
NO.
ROOM
NAME FLOOR BASE
NORTH WALL EAST WALL SOUTH WALL WEST WALL
MAT'L. FIN. MAT'L. FIN. MAT'L FIN. MAT'L FIN. CEILING HT. REMARKS
101 WOMEN'S
LOCKER
ROOM
LVT-1 4" RB GYP/PFP/W PTD GYP/PFP/W PTD GYP/PFP/W PTD GYP/PFP/W PTD GYP 8'-0"
102 MEN'S LOCKER
ROOM
LVT-1 4" RB GYP PTD GYP/PFP/W PTD GYP/PFP/W PTD GYP PTD GYP 8'-0"
103 HALL LVT-1 4" RB GYP/PFP/W PTD GYP/PFP/W PTD GYP/PFP/W PTD GYP/PFP/W PTD 8FT 8'-0"
104 WOMEN'S
RESTROOM
CT-1 6" CT GYP/ CT PTD GYP/CT PTD GYP/CT PTD GYP/CT PTD GYP 8'-0"
105 WOMEN'S
SHOWER
CT-1 6" CT GYP/ CT PTD GYP/CT PTD GYP/CT PTD GYP/CT PTD GYP 8'-0"
106 MEN'S
RESTROOM
CT-1 6" CT GYP/ CT PTD GYP/CT PTD GYP/CT PTD GYP/CT PTD GYP 8'-0"
107 MEN'S SHOWER CT-1 6" CT GYP/ CT PTD GYP/CT PTD GYP/CT PTD GYP/CT PTD GYP 8'-0"
108 TOOL CRIB CONC SEALED
2x6"
WOOD
EXPOSED P.F. MTL
/ PFM LINER PANEL
PTD GYP / PFM
LINER PANEL
PTD GYP PTD EXPOSED BATTS &
STRUCTURE
PTD EXPOSED
P.F. MTL
8'-0"
109 SHOP CONC SEALED
2x6"
WOOD
EXPOSED P.F. MTL
/ PFM LINER PANEL
PTD GYP / PFM
LINER PANEL
PTD - - EXPOSED BATTS &
STRUCTURE
PTD EXPOSED
P.F. MTL
SLOPE VARIES
110 METAL SHOP CONC SEALED
2x6"
WOOD
- - GYP / PFM
LINER PANEL
PTD EXPOSED
P.F. MTL
PTD EXPOSED BATTS &
STRUCTURE
PTD EXPOSED
P.F. MTL
8'-0"
111 AIR CONC SEALED
2x6"
WOOD
GYP PTD GYP PTD GYP PTD GYP PTD GYP 8'-0"
M101 BREAKROOM LVT-1 4" RB GYP/PFP/W PTD GYP/PFP/W PTD GYP/PFP/W PTD GYP/PFP/W PTD GYP 8'-0" & 9'-6"
M102 JANITOR CT-1 6" CT GYP PTD GYP PTD GYP PTD GYP PTD GYP 8'-0"
M111 STAIR CPT-1 4" RB GYP PTD GYP PTD GYP PTD GYP PTD GYP 8'-0"
M112 VEHICLE
STORAGE BAYS
CONC 4" RB EXPOSED P.F. MTL PTD GYP PTD EXPOSED
P.F. MTL
PTD EXPOSED P.F. MTL PTD EXPOSED
P.F. MTL
8'-0"
M113 VEHICLE
STORAGE BAYS
CONC 4" RB EXPOSED P.F. MTL PTD EXPOSED P.F.
MTL
PTD EXPOSED
P.F. MTL
PTD EXPOSED P.F. MTL PTD EXPOSED
P.F. MTL
8'-0"
M114 IT/T LVT-1 4" RB GYP PTD GYP PTD GYP PTD GYP PTD GYP 8'-0"
M115 WASH BAY CONC 4" RB EXPOSED P.F. MTL PTD EXPOSED P.F.
MTL
PTD EXPOSED
P.F. MTL
PTD EXPOSED P.F. MTL PTD EXPOSED
P.F. MTL
8'-0"
A9.2 3/16" = 1'-0"
1 MAIN FLOOR FINISH PLAN
XXX-1
XX-1
FLOORING
BASE
X-X WALL MATERIAL FNIISHES
FINISH KEY PLAN
FLOORS
NO. MATERIAL MANUFACTURER PRODUCT NAME COLOR NAME REMARKS
CONC CONCRETE --- --- --- ---
CT-1 CERAMIC FLOOR TILE --- --- --- ---
EM-1 ENTRY MAT --- --- --- ---
LVT-1 LAMINATED VINYL TILE --- --- --- ---
RB-1 RUBBER BASE --- --- --- ---
WALL FINISHES
NO. MATERIAL MANUFACTURER PRODUCT NAME / NO. COLOR NAME / NO. REMARKS
CT-1 CERAMIC TILE --- --- --- ---
MRP-1 MOISTURE RESISTANT PANEL --- --- --- ---
P-1 PAINT - OVERALL --- --- --- ---
P-2 PAINT - CEILING --- --- --- ---
PFP/W PRE-FINISHED PANEL
WAINSCOT
--- --- --- ---
CASEWORK
NO. MATERIAL MANUFACTURER PRODUCT NAME COLOR NAME REMARKS
PL-1 PLASTIC LAMINATE --- --- --- ---
PL-2 PLASTIC LAMINATE --- --- --- ---
SS-1 SOLID SURFACE --- --- --- ---
OTHER FINISHES
NO. MATERIAL MANUFACTURER PDODUCT NAME COLOR NAME REMARKS
BL-1 BLINDS --- --- ---
SAT-1 SUSPENDED ACOUSTIC TILE --- --- ---
WD-1 ALDER WOOD VENEER --- --- ---
NORTH
FINISH ABBREVIATIONS
ALUM ALUMINUM
BS BACKSPLASH
CONC CONCRETE
CPT CARPET
CT CERAMIC TILE
EX. EXISTING
FD FLOOR DRAIN
FRP FIBERGLASS REINFORCED PANEL
GD GARBAGE DISPOSAL
GL GLAZING
GYP GYPSUM BOARD
HM HOLLOW METAL
MRP MOISTURE RESISTANT PANEL
MTL METAL
PF PRE-FINISHED
PL PLASTIC LAMINATE
PTD PAINTED
QT QUARTZ
RB RUBBER BASE
SAT SUSPENDED ACOUSTICAL TILE
SS SOLID SURFACE
ST STAIN
T TEMPERED
VCT VINYL COMPOSITE TILE
W WAINSCOT
WC WALL COVERING
WD WOOD REFERENCE DOCUMENTS / SPECIFICATIONS:
BUILDING DESIGN AND CONSTRUCTION STANDARDS
FORT COLLINS, FEBRUARY 29, 2016
FUNCTION, STYLE, KEYING, ETC. TO BE
CONFIRMED WITH OWNER / OWNER'S
REPRESENTATIVE
3. VERIFY AND COORDINATE ALL HARDWARE
TO BE ADA, ANSI AND IBC COMPLIANT
4. COORDINATE ALL SECURITY AND POWER
REQUIREMENTS
5. COMPLY WITH IBC, CHAPTER 7, FOR ALL
OPENINGS IN RATED ASSEMBLIES
DOORABBREVIATIONS DOOR SCHEDULE ABBREVIATIONS
HM HOLLOW METAL
ALUM ALUMINUM
GL GLAZING
MTL METAL
WD WOOD
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A9.1
DOOR & WINDOW
SCHEDULES
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.15.17
DOOR SCHEDULE
DOOR
MARK
DOOR SIZE
THICKNESS
DOOR FRAME
HARDWARE
FIRE
WIDTH HEIGHT MAT'L. FIN. TYPE MAT'L. FIN. RATING REMARKS
101* 3' - 0" 7' - 0" 1 3/4" P. LAM P.F. C/B HM PTD 4 1 HOUR RATING
101B 3' - 0" 7' - 0" 1 3/4" P. LAM P.F. B HM PTD 1
102 3' - 0" 7' - 0" 1 3/4" P. LAM P.F. B HM PTD 2
103 3' - 0" 7' - 0" 1 3/4" P. LAM P.F. B HM PTD 2
103B* 3' - 0" 7' - 0" 1 3/4" P. LAM P.F. C/B HM PTD 3 1 HOUR RATING
104 3' - 0" 7' - 0" 1 3/4" P. LAM P.F. B HM PTD 2
105 3' - 0" 7' - 0" 1 3/4" P. LAM P.F. B HM PTD 2
106 3' - 0" 7' - 0" 1 3/4" P. LAM P.F. B HM PTD 2
107 3' - 0" 7' - 0" 1 3/4" P. LAM P.F. B HM PTD 2
108* 3' - 0" 7' - 0" 1 3/4" HM PTD C/B HM PTD 1 1 HOUR RATING
109 3' - 0" 7' - 0" 1 3/4" HM PTD A HM PTD 3
109B* 3' - 0" 7' - 0" 1 3/4" HM PTD C/B HM PTD 1 1 HOUR RATING
110 12' - 0" 10' - 0" 2" MTL P.F. INSULATED MTL/GL D MTL PF B.O.
WINDOW SCHEDULE
TYPE MARK
WINDOW SIZE
MANUFACTURER MODEL
FRAME
MATERIAL
FRAME
WIDTH HEIGHT FINISH HEAD HEGHT
A 2' - 6" 4' - 0"
EA 2' - 6" 4' - 0" 7'-0"
FINISH ABBREVIATIONS
ALUM ALUMINUM
BS BACKSPLASH
CONC CONCRETE
CPT CARPET
CT CERAMIC TILE
EX. EXISTING
FD FLOOR DRAIN
FRP FIBERGLASS REINFORCED PANEL
GD GARBAGE DISPOSAL
GL GLAZING
GYP GYPSUM BOARD
HM HOLLOW METAL
MRP MOISTURE RESISTANT PANEL
MTL METAL
PF PRE-FINISHED
PL PLASTIC LAMINATE
PTD PAINTED
QT QUARTZ
RB RUBBER BASE
SAT SUSPENDED ACOUSTICAL TILE
SS SOLID SURFACE
ST STAIN
T TEMPERED
VCT VINYL COMPOSITE TILE
W WAINSCOT
WC WALL COVERING
WD WOOD
A 2' - 6" 4' - 0" 7' - 0"
EXISTING DOORS
D13 12' - 0" 8' - 0" D
E1 3' - 0" 7' - 0" 1 3/4" HM PTD A HM PTD EX. INSULATED
E10* 3' - 0" 7' - 0" 1 3/4" HM PTD E HM PTD EX. RATED
E14 3' - 0" 7' - 0" 1 3/4" HM PTD A HM PTD EX. INSULATED
E15 3' - 0" 7' - 0" 1 3/4" HM PTD G HM PTD EX. RATED
E16 3' - 0" 7' - 0" 1 3/4" HM PTD B HM PTD EX. INSULATED
E17 12' - 0" 10' - 0" 2" MTL/ GLASS P.F. MTL D MTL PF B.O. INSULATED
E19 12' - 0" 10' - 0" 2" MTL/ GLASS P.F. MTL/ GLASS D MTL PF B.O. INSULATED
E20 12' - 0" 10' - 0" 2" MTL/ GLASS P.F. MTL/ GLASS D MTL PF B.O. INSULATED
E21 12' - 0" 12' - 0" 2" MTL/ GLASS P.F. MTL/ GLASS E MTL PF B.O. INSULATED
E22 12' - 0" 12' - 0" 2" MTL/ GLASS P.F. MTL/ GLASS E MTL PF B.O. INSULATED
E23 12' - 0" 10' - 0" 2" MTL/ GLASS P.F. MTL/ GLASS E MTL PF B.O. INSULATED
E24 12' - 0" 10' - 0" 2" MTL/ GLASS P.F. MTL/ GLASS E MTL PF B.O. INSULATED
E25 12' - 0" 12' - 0" 2" MTL/ GLASS P.F. MTL/ GLASS E MTL PF B.O. INSULATED
E26 12' - 0" 12' - 0" 2" MTL/ GLASS P.F. MTL/ GLASS E MTL PF B.O. INSULATED
E27 12' - 0" 10' - 0" 2" MTL/ GLASS P.F. MTL/ GLASS D MTL PF B.O. INSULATED
E28 12' - 0" 10' - 0" 2" MTL/ GLASS P.F. MTL/ GLASS D MTL PF B.O. INSULATED
E29 2' - 6" 7' - 0" 1 3/4" HM PTD B HM PTD EX.
LENGTH
SYSTEMNOTES SYSTEM NOTES--FLOORS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
F2
F1 5" REINFORCED CONCRETE SLAB ON 4" GRAVEL BASE
EXISTING CONCRETE SLAB TO REMAIN
P2 6" REINFORCED CONCRETE PAVEMENT ON COMPACTED
SOILS, (REF: GEO-TECH.)
P1 EXISTING ASPHALT PAVEMENT, TO REMAIN (PATCH AND
REPLACE AS NEEDED)
P3 5" ASPHALT PAVEMENT OVER 6" BASE AND COMPACTED
SOILS, (REF: GEO-TECH.)
MAIN FLOOR
100' - 0"
EAVE
111' - 10"
4
MATCH EXISTING SLOPE
4"/12"
R2
W6
W2
W2
E16
F1
C7
P2
OVERHEAD
DOOR
±
(F.V)
MATCH EX.
SHOP
109
TOOL CRIB
108
2.9 2.1 1
7.03
7.01
9.02
9.03
MAIN FLOOR
100' - 0"
EAVE
111' - 10"
4
3
A7.1
C7
P2 F1 P2
W2 W6
W2
±
(F.V)
A7.1
A
109
SHOP
109
TOOL CRIB
108
1
2.1 2.9
13.01
9.02
Z A
109B* 108*
SHOP
109
7.03
W2
1
R2
S2
C7
A7.1
4
A7.1
5
S2
W2
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A7.1
SECTIONS
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
KEY NOTES
NO. DESCRIPTION
1.01 OWNER PROVIDED EQUIPMENT
2.01 DECONSTRUCT EX. ROOF AND PROVIDE NEW PFM ROOF
TIE-IN
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATION (REF:
STRUCT'L)
3.02 EXISTING CONCRETE BOLLARD TO REMAIN
3.03 NEW CONCRETE BOLLARD TO MATCH EX.
4.01 4" BRICK VENEER WITH METAL TIES AT 16" ON CENTER
HORIZ. & VERT.
5.01 PRE-FINISHED METAL FLASHING, TRIM, EAVE/FASCIA,
GUTTERS, & DOWNSPOUTS (REF: PEMB)
5.02 SST. PL. BACKSPLASH & COUNTERTOPS
5.03 EX. STRL. COLUMN TO REMAIN
5.04 NEW STRL. COLOUMN
6.01 12' X 22' 6-PANEL P.F. METAL GARAGE DOOR W/ VISION
PANELS
6.02 CABINETS P.LAM REF.
6.03 CABINETS P.LAM REF.
7.01 CONTINUOUS RIDGE CAP
7.03 SNOW GUARDS
8.01 PTD. HM. DOOR & FRAME
8.02 LITE TUBES 21"
9.01 FLOOR BASE
9.02 PF PANEL WAINSCOT
9.03 EXPOSED VINYL BATT INSULATION
10.1 MTL. STORAGE SHELVES
10.2 PFM LOCKERS 15"W x 16"D x 6'H
11.02 RELOC.WASHER AND DRYER (COORD. W/MECH'L & PLUMB'G)
11.03 RELOC. ICE MAKER (COORD. W/ MECH'L & PUMB'G)
13.01 P.V. ARRAY (VERIFY & COORD.)
22.01 EXISTING TRENCH DRAIN TO REMAIN
22.02 EXISTING CATCH BASIN TO REMAIN
22.03 FLOOR DRAIN ( REF: PLUMB'G)
22.04 MOP SINK (REF: PLUMB'G)
22.05 RELOC. FIBERGLASS UTILITY SINK (REF: PLUMB'G)
22.06 RELOC. ADA ACCESSIBLE WASH FOUNTAIN (REF: PLUMB'G)
22.07 EYEWASH (REF: PLUMB'G)
22.08 EX. WATER SERVICE TO JAN. CLOSET
23.01 ROOF PENETRATION (REF: MECH'L)
23.02 RTU - (REF: MECHANICAL)
23.04 HVAC DUCT - (REF: MECHANICAL)
23.05 WALL LOUVERS - (REF: MECHANICAL)
23.06 RADIANT HEATER (COORD. W/ MECH'L)
23.07 SUPPPLY/ EXHAUST (COORD. W/ MECH'L)
23.08 EXISTING METERS TO REMAIN
26.01 LIGHTING (REF: ELECT'L)
26.02 MECHANICAL LOUVERS (COORD. WITH MECH'L)
A7.1 3/16" = 1'-0"
1 N-S CROSS SECTION
R2
COORD./ REFER
TO MECH'L.
A7.1 3/16" = 1'-0"
2 S-N CROSS SECTION
A7.1 3/16" = 1'-0"
3 W-EAST
COORD./ REFER
TO MECH'L.
METAL/CONCRETE
FILLED BOLLARD
PFM FLASHING,
FASCIA, TRIM,
GUTTER, & D.S.
OVERHEAD GARAGE DOOR
F1
A7.1 1/2" = 1'-0"
A S-N WALL SECTION
P2 2" R-10 - 10 CONT.
RIGID INSULATION
1" SAND BED
4" GRAVEL BASE
PV PANELS
(FUTURE)
PFM
SNOWGUARDS
A7.1 1" = 1'-0"
4 ROOF CONNECTION
R2
A7.1 1" = 1'-0"
5 S-N WALL SECTION - Callout 1
9.02
9.03
W4
1 9
2
13
24
106
8'-0" C.H.
21
9
4"BS
48"H CT
WAINSCOT
(TYP. ALL R.R.)
PTD G.B. (TYP.)
PTD G.B. CL'GS (TYP.)
SS
SINK SKIRT
6" COVE BASE
3' - 4" 2"
(SIMILAR) TYP. ALL ELEVATIONS
1
2
13
107
13
21 21
14 15
2' - 10"
104
PTD GB. (TYP.)
13
9
21
4" BS
SS
SINK SKIRT
6" COVE BASE (TYP.)
(SIMILAR) TYP. ALL ELEVATIONS
24
23
21
15
2' - 10"
21
13
9
23
24
21
1
2
13
107
CT (TYP.)
PTD. G.B. (TYP.)
22.06
21
P.F.
6" COVE
BASE (TYP.)
(SIMILAR) TYP. ALL ELEVATIONS
8'-0" C.H
PTD. G.B. CL'GS
21
25
22.06
21
22.06
105
22.06
PTD GB. (TYP.)
21
7' CT.
(TYP.)
6" COVE BASE (TYP.)
8'-0" PTD GB.
CL'GS (TYP.)
P.F. SHOWER
ENCLOSURE (TYP.)
REF: PLUMBING
(SIMILAR) TYP. ALL ELEVATIONS
21
25
4' - 0"
EA EA
21
22.06
PROVIDE
OBSCURE
FILM OVER
GLAZING
22.06
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A6.3
ENLARGED RESTROOMS
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
04.07.17
RESTROOM NOTES
NO. DESCRIPTION
1 GRAB BAR 42" HORIZ. & 18" VERT.
2 HORIZONTAL GRAB BAR 36"
3 5' TURNING CLEARANCE
4 SINK CLEARANCE 30" x 48"
6 FRONT APPROACH PUSH SIDE DOOR ACCESS 4'-0" X 4'-0"
7 HINGE APPROACH, PUSH SIDE DOOR ACCESS 5'-10" x 3'-6"
8 TRANSFER TYPE, SHOWER ACCESS 4'-0" x 3'-0"
9 TOILET PAPER DISPENSER
10 PAPER TOWEL DISPENSER
11 TRASH
12 FOLD UP SEAT
13 TOILET PARTITION
14 URINAL PARTITION
15 MIRROR
16 SHOWER CONTROLS
17 PLASTIC LAMINATE COUNTER TOP
18 4" P-LAM BACKSPLASH
19 5' HIGH MOISTURE RESISTANT PANELING (6' HIGH @ SHOWERS)
20 PRE-FINISHED SHOWER ENCLOSURE
21 6" BASE
22 SHELVES 12"
23 SOAP DISPENSER
24 NAPKIN DISPOSAL
25 TOWEL HOOK
NORTH
FINISH ABBREVIATIONS
ALUM ALUMINUM
BS BACKSPLASH
CONC CONCRETE
CPT CARPET
CT CERAMIC TILE
EX. EXISTING
FD FLOOR DRAIN
FRP FIBERGLASS REINFORCED PANEL
GD GARBAGE DISPOSAL
GL GLAZING
GYP GYPSUM BOARD
HM HOLLOW METAL
MRP MOISTURE RESISTANT PANEL
MTL METAL
PF PRE-FINISHED
PL PLASTIC LAMINATE
PTD PAINTED
QT QUARTZ
RB RUBBER BASE
SAT SUSPENDED ACOUSTICAL TILE
SS SOLID SURFACE
ST STAIN
T TEMPERED
VCT VINYL COMPOSITE TILE
W WAINSCOT
WC WALL COVERING
WD WOOD
A6.3 1/2" = 1'-0"
31 ENLARGED BATHROOM / SHOWER
A6.3 1/4" = 1'-0"
15 MEN'S RESTROOM NORTH
A6.3 1/4" = 1'-0"
16 MEN'S RESTROOM EAST
A6.3 1/4" = 1'-0"
17 MEN'S RESTROOM SOUTH
A6.3 1/4" = 1'-0"
18 MEN'S RESTROOM WEST
A6.3 1/4" = 1'-0"
23 WOMEN'S RESTROOM NORTH
A6.3 1/4" = 1'-0"
24 WOMEN'S RESTROOM EAST
A6.3 1/4" = 1'-0"
25 WOMEN'S RESTROOM SOUTH
A6.3 1/4" = 1'-0"
26 WOMEN'S RESTROOM WEST
KEY NOTES
NO. DESCRIPTION
1.01 OWNER PROVIDED EQUIPMENT
2.01 DECONSTRUCT EX. ROOF AND PROVIDE NEW PFM ROOF
TIE-IN
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATION (REF:
STRUCT'L)
3.02 EXISTING CONCRETE BOLLARD TO REMAIN
3.03 NEW CONCRETE BOLLARD TO MATCH EX.
4.01 4" BRICK VENEER WITH METAL TIES AT 16" ON CENTER
HORIZ. & VERT.
5.01 PRE-FINISHED METAL FLASHING, TRIM, EAVE/FASCIA,
GUTTERS, & DOWNSPOUTS (REF: PEMB)
5.02 SST. PL. BACKSPLASH & COUNTERTOPS
5.03 EX. STRL. COLUMN TO REMAIN
5.04 NEW STRL. COLOUMN
6.01 12' X 22' 6-PANEL P.F. METAL GARAGE DOOR W/ VISION
PANELS
6.02 CABINETS P.LAM REF.
6.03 CABINETS P.LAM REF.
7.01 CONTINUOUS RIDGE CAP
7.03 SNOW GUARDS
8.01 PTD. HM. DOOR & FRAME
8.02 LITE TUBES 21"
9.01 FLOOR BASE
9.02 PF PANEL WAINSCOT
9.03 EXPOSED VINYL BATT INSULATION
10.1 MTL. STORAGE SHELVES
10.2 PFM LOCKERS 15"W x 16"D x 6'H
11.02 RELOC.WASHER AND DRYER (COORD. W/MECH'L & PLUMB'G)
11.03 RELOC. ICE MAKER (COORD. W/ MECH'L & PUMB'G)
13.01 P.V. ARRAY (VERIFY & COORD.)
22.01 EXISTING TRENCH DRAIN TO REMAIN
22.02 EXISTING CATCH BASIN TO REMAIN
22.03 FLOOR DRAIN ( REF: PLUMB'G)
22.04 MOP SINK (REF: PLUMB'G)
22.05 RELOC. FIBERGLASS UTILITY SINK (REF: PLUMB'G)
22.06 RELOC. ADA ACCESSIBLE WASH FOUNTAIN (REF: PLUMB'G)
22.07 EYEWASH (REF: PLUMB'G)
22.08 EX. WATER SERVICE TO JAN. CLOSET
23.01 ROOF PENETRATION (REF: MECH'L)
23.02 RTU - (REF: MECHANICAL)
23.04 HVAC DUCT - (REF: MECHANICAL)
23.05 WALL LOUVERS - (REF: MECHANICAL)
23.06 RADIANT HEATER (COORD. W/ MECH'L)
23.07 SUPPPLY/ EXHAUST (COORD. W/ MECH'L)
23.08 EXISTING METERS TO REMAIN
26.01 LIGHTING (REF: ELECT'L)
26.02 MECHANICAL LOUVERS (COORD. WITH MECH'L)
A6.3 1/4" = 1'-0"
19 MEN'S SHOWER NORTH
A6.3 1/4" = 1'-0"
28 WOMEN'S SHOWER EAST
A6.3 1/4" = 1'-0"
29 WOMEN'S SHOWER SOUTH
A6.3 1/4" = 1'-0"
30 WOMEN'S SHOWER WEST
A6.3 1/4" = 1'-0"
27 WOMEN'S SHOWER NORTH
A6.3 1/4" = 1'-0"
22 MEN'S SHOWER WEST
A6.3 1/4" = 1'-0"
21 MEN'S SHOWER SOUTH
A6.3 1/4" = 1'-0"
20 MEN'S SHOWER EAST
48" H. CT
WAINSCOT
(TYP. ALL R.R.)
8'-0" PTD GB.
CL'GS (TYP.)
23
CONTROLS
LOWER
THAN 48"
HOSE MIN.
59" LONG
CONTROLS
LOWER
THAN 48"
HOSE MIN.
59" LONG
LOWER
FILLER
102
PTD GB. (TYP.)
8'-0"H PTD
GB. CL'GS (TYP.)
PFM LOCKERS
15"W x 16"D x 6'H
(SIMILAR) TYP. ALL ELEVATIONS
HC HC
FILLER
FILLER
HC
10.2
HC
FILLER
103
8'-0"H PTD.
GB. CL'GS
PTD. GB. (TYP.)
48"H P.F. PANEL
WAINSCOT
6" CONC. COVE
BASE (TYP.)
PFM LOCKERS
15"W x 16"D x 6'H
HC
2' - 6"
HC
SYSTEMNOTES SYSTEM NOTES--FLOORS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
F2
F1 5" REINFORCED CONCRETE SLAB ON 4" GRAVEL BASE
EXISTING CONCRETE SLAB TO REMAIN
P2 6" REINFORCED CONCRETE PAVEMENT ON COMPACTED
SOILS, (REF: GEO-TECH.)
P1 EXISTING ASPHALT PAVEMENT, TO REMAIN (PATCH AND
REPLACE AS NEEDED)
P3 5" ASPHALT PAVEMENT OVER 6" BASE AND COMPACTED
SOILS, (REF: GEO-TECH.)
SYSTEMNOTES SYSTEM NOTES--WWWWAAAALLLLLLLLSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
W1 EXISTING PEMB METAL BUILDING CONSTRUCTION, YO
REMAIN
W2 NEW PEMB METAL BUILDING CONSTRUCTION, EXTERIOR
HORIZONTAL LAP SIDING (MATCH EXISTING) OVER
PRE-FINISHED METAL PANEL SIDING ON METAL GIRT
FRAMING WITH 9" (R-30) VINYL BATT INSULATION AND
PRE-FINISHED METAL LINER PANEL INTERIOR FINISH,
(FULL-HEIGHT) (S.S. VENEER WAINSCOT)
W3 EXISTING INTERIOR PARTITION FRAMING, TO REMAIN
W4 NEW 3 5/8" METAL STUD WALLS WITH 5/8" GYPSUM
BOARD AND SOUND BATT INSULATION (R-13),
(MOISTURE-TREATED GYP. BD. AT WET WALL
LOCATIONS)
W5 6" METAL STUD WALLS WITH 6" (R-19) BATT INSULATION
AND P.F. METAL LINER PANEL FINISH, (FULL-HEIGHT)
W6 ONE HR. FIRE RATED WALL
GENERAL WALL NOTES
1. PROVIDE DOUBLE 20 GA. STUDS (MIN.) AT ALL DOOR JAMBS
2. ALL DIMENSIONS ARE TO GRID LINES, FACE OF STUDS OR
MASONRY WALL UNLESS OTHERWISE NOTED
3. EXTEND GYPSUM BOARD ON WALLS TO 2" ABOVE ALL
ADJACENT CEILINGS AND TO UNDERSIDE OF GYPSUM CEILINGS
UNLESS OTHERWISE NOTED
4. PROVIDE GYPSUM CONTROL JOINTS IN WALLS OVER 25' IN
LENGTH
SYSTEMNOTES SYSTEM NOTES--CCCCEEEEIIIILLLLIIIINNNNGGGGSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
C2 EXISTING STEEL STRUCTURE AND INSULATION, TO REMAIN
C3
C4
EXISTING GYPSUM BOARD CEILING, TO REMAIN
CEILING GENERAL NOTES
1. VERIFY ALL EXISTING CEILING ASSEMBLIES AND CONDITIONS
WHERE NECESSARY
2. ALL CEILINGS TO BE C4 UNLESS OTHERWISE NOTED
3. REFERENCE INTERIOR ELEVATIONS FOR SOFFIT LOCATIONS
ABOVE CASEWORK
4. COORDINATE EXISTING LITE TUBES
C1 EXISTING EXPOSED PEMB STEEL STRUCTURE AND PRE-
FINISHED METAL LINER PANEL INTERIOR
EXISTING SUSPENDED ACOUSTICAL TILE CEILING, TO REMAIN
C5 NEW SUSPENDED ACOUSTICAL TILE 'SECOND LOOK' 2X4
S1
S2 NEW PRE-FINISHED METAL SOFFIT, MATCH EXISTING
EXISTING SOFFIT, TO REMAIN
C6 NEW 1/2" GYP. BD (PTD) CEILING, (M.R. 2X4 SUSP. GRID AT
WET LOCATIONS), MATCH EXISTING
C7 NEW EXPOSED PEMB STEEL STRUCTURE - MATCH EXISTING
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A6.2
ENLARGED LOCKER
ROOMS
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
A6.2 1/2" = 1'-0"
14 ENLARGED WOMEN'S LOCKER ROOM
A6.2 1/4" = 1'-0"
7 MEN'S LOCKERS EAST
A6.2 1/4" = 1'-0"
8 MEN'S LOCKERS SOUTH
A6.2 1/4" = 1'-0"
9 MEN'S LOCKERS WEST
A6.2 1/4" = 1'-0"
6 MEN'S LOCKERS NORTH
A6.2 1/4" = 1'-0"
12 WOMEN'S LOCKERS SOUTH
A6.2 1/4" = 1'-0"
13 WOMEN'S LOCKERS WEST
A6.2 1/4" = 1'-0"
10 WOMEN'S LOCKERS NORTH
A6.2 1/4" = 1'-0"
11 WOMEN'S LOCKERS EAST
KEY NOTES
NO. DESCRIPTION
1.01 OWNER PROVIDED EQUIPMENT
2.01 DECONSTRUCT EX. ROOF AND PROVIDE NEW PFM ROOF
TIE-IN
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATION (REF:
STRUCT'L)
3.02 EXISTING CONCRETE BOLLARD TO REMAIN
3.03 NEW CONCRETE BOLLARD TO MATCH EX.
4.01 4" BRICK VENEER WITH METAL TIES AT 16" ON CENTER
HORIZ. & VERT.
5.01 PRE-FINISHED METAL FLASHING, TRIM, EAVE/FASCIA,
GUTTERS, & DOWNSPOUTS (REF: PEMB)
5.02 SST. PL. BACKSPLASH & COUNTERTOPS
5.03 EX. STRL. COLUMN TO REMAIN
5.04 NEW STRL. COLOUMN
6.01 12' X 22' 6-PANEL P.F. METAL GARAGE DOOR W/ VISION
PANELS
6.02 CABINETS P.LAM REF.
6.03 CABINETS P.LAM REF.
7.01 CONTINUOUS RIDGE CAP
7.03 SNOW GUARDS
8.01 PTD. HM. DOOR & FRAME
8.02 LITE TUBES 21"
9.01 FLOOR BASE
9.02 PF PANEL WAINSCOT
9.03 EXPOSED VINYL BATT INSULATION
10.1 MTL. STORAGE SHELVES
10.2 PFM LOCKERS 15"W x 16"D x 6'H
11.02 RELOC.WASHER AND DRYER (COORD. W/MECH'L & PLUMB'G)
11.03 RELOC. ICE MAKER (COORD. W/ MECH'L & PUMB'G)
13.01 P.V. ARRAY (VERIFY & COORD.)
22.01 EXISTING TRENCH DRAIN TO REMAIN
22.02 EXISTING CATCH BASIN TO REMAIN
22.03 FLOOR DRAIN ( REF: PLUMB'G)
22.04 MOP SINK (REF: PLUMB'G)
22.05 RELOC. FIBERGLASS UTILITY SINK (REF: PLUMB'G)
22.06 RELOC. ADA ACCESSIBLE WASH FOUNTAIN (REF: PLUMB'G)
22.07 EYEWASH (REF: PLUMB'G)
22.08 EX. WATER SERVICE TO JAN. CLOSET
23.01 ROOF PENETRATION (REF: MECH'L)
23.02 RTU - (REF: MECHANICAL)
23.04 HVAC DUCT - (REF: MECHANICAL)
23.05 WALL LOUVERS - (REF: MECHANICAL)
23.06 RADIANT HEATER (COORD. W/ MECH'L)
23.07 SUPPPLY/ EXHAUST (COORD. W/ MECH'L)
23.08 EXISTING METERS TO REMAIN
26.01 LIGHTING (REF: ELECT'L)
26.02 MECHANICAL LOUVERS (COORD. WITH MECH'L)
FILLER
FILLER
6" CONC.
COVE BASE
(TYP.)
FILLER
9.02
9.02 9.02
10.2
10.2 10.2
10.2
P.F. PANEL
WAINSCOT
9.01 9.01 9.01
9.01
6" COVE
BASE
10.2 10.2
(SIMILAR) TYP. ALL ELEVATIONS
P3 5" ASPHALT PAVEMENT OVER 6" BASE AND COMPACTED
SOILS, (REF: GEO-TECH.)
REF.
(EX
B.O.)
MW.
8'-0" CL'G
HT. (TYP.)
7'H BULK HEAD
4" B.S.
(TYP.)
S.S. COUNTERTOPS
P. LAM.
CABINETS
(TYP.)
2' - 10"
101* E29
DW.
CASEWORK WRAP
OVER COLUMN
SINK&G.D.
EX. EX. EX. EX.
4" 2' - 6" 2"
SAT C.H.
8' - 0"
C.H.
8' - 0"
PTD G.B. CL'GS (TYP.)
EX. EX.
101B
4
A6.1
1
3
2 4
BREAKROOM
M101
IT/T
M114
E1
E29
101*
REF.
DW.
MW.
W6
W3
W1
EA EA
EA
EA
EA EA
W3
JANITOR
101B M102
D
36" H PRE FINISHED PANEL
WAINSCOT (TYP.)
COLUMN
PLUMBING
REF: MEP
W3
W6
SINK (2'-10")
ONE
HOUR
48" H. MRP
FD
RE-LOCATED
REF: DEMO PLAN
17' - 1 11/16" 6' - 3 3/8"
SS
P. LAM.
CABINETS
(TYP.)
(EX.)
W1
MEZZANINE
ABOVE
S.S.
COUNTERTOPS
44" ACC.
48" T.O. OPPERABLE
41"
38"
12"
12" 58"
19"
28"
33" - 36" T.O. BAR
7"-9"
8" PREF
42"
12" MAX.
36"
15" - 18"
MIN.
MIN.
12"
16"-18"
17" PREF
60 1/2" ACC.
38" - 48" ACC.
40" MAX. 42" MIN.
6'-10"
1/4" GAP
MAX
17"
12"
39" TO SPOUT
18" 42"
35" TO SPOUT
29" MIN.
9" MIN.
50" MAX.
34" MAX. SINK LIP
44" MAX. ACC.
TO ENSURE
SOAP DISPENSER
TOWEL DISPENSER/
WASTE RECEPTACLE
FEMININE NAPKIN/
TAMPON DISPENSER
URINAL
STD. HT.
17" TO RIM
TOILETS AND ACCESSORIES LAVATORIES & ACCESSORIES
WALL
SHELF
TOWEL
BAR
TOWEL
RING
COAT/
ROBE
HOOK
BATHROOM ACCESSORIES TYPICAL
PARTITION
SPECIMEN
PASS-THRU
NAPKIN
DISPOSAL
REAR WALL
SIDESTALL WALL
OF STALL
MIN.
18" T.O. SEAT
B.O. REF. SURF.
AVG. MTG. HT.: 67- 74"
MIN.
MIRROR
LOW / HIGH
WATER COOLERS
6" CT BASE
URINAL
SCREEN
27" MIN.
@ FOOT
FORWARD REACH
TO CONTROL
TYPICAL FIXTURE & ACCESSORY MOUNTING HEIGHTS
(FOR REFERENCE)
TOILET PAPER
DISPENSER
35" PREF
39" - 41"
39" PREF
18"
39" - 41"
NOTE:
COORDINATE AND PROVIDE BLOCKING FOR ALL
TOILET ACCESSORIES. COMPLY WITH ALL ANSI AND ADA ACCESSIBILITY
REQUIREMENTS
SHELF MORE THAN
4" DEEP IS
PROTRUSION IN
CIRCULATION AREA
LIGHT
SWITCH BOX
THERMOSTAT
48" TO BOX
27" CLEAR
9" MIN
17"-25"
3"15"MIN
11"MIN 6"
MAX
REAR WALL
FOUNTAIN
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A6.1
ENLARGED KITCHEN&
ELEVATIONS
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
KEY NOTES
NO. DESCRIPTION
1.01 OWNER PROVIDED EQUIPMENT
2.01 DECONSTRUCT EX. ROOF AND PROVIDE NEW PFM ROOF
TIE-IN
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATION (REF:
STRUCT'L)
3.02 EXISTING CONCRETE BOLLARD TO REMAIN
3.03 NEW CONCRETE BOLLARD TO MATCH EX.
4.01 4" BRICK VENEER WITH METAL TIES AT 16" ON CENTER
HORIZ. & VERT.
5.01 PRE-FINISHED METAL FLASHING, TRIM, EAVE/FASCIA,
GUTTERS, & DOWNSPOUTS (REF: PEMB)
5.02 SST. PL. BACKSPLASH & COUNTERTOPS
5.03 EX. STRL. COLUMN TO REMAIN
5.04 NEW STRL. COLOUMN
6.01 12' X 22' 6-PANEL P.F. METAL GARAGE DOOR W/ VISION
PANELS
6.02 CABINETS P.LAM REF.
6.03 CABINETS P.LAM REF.
7.01 CONTINUOUS RIDGE CAP
7.03 SNOW GUARDS
8.01 PTD. HM. DOOR & FRAME
8.02 LITE TUBES 21"
9.01 FLOOR BASE
9.02 PF PANEL WAINSCOT
9.03 EXPOSED VINYL BATT INSULATION
10.1 MTL. STORAGE SHELVES
10.2 PFM LOCKERS 15"W x 16"D x 6'H
11.02 RELOC.WASHER AND DRYER (COORD. W/MECH'L & PLUMB'G)
11.03 RELOC. ICE MAKER (COORD. W/ MECH'L & PUMB'G)
13.01 P.V. ARRAY (VERIFY & COORD.)
22.01 EXISTING TRENCH DRAIN TO REMAIN
22.02 EXISTING CATCH BASIN TO REMAIN
22.03 FLOOR DRAIN ( REF: PLUMB'G)
22.04 MOP SINK (REF: PLUMB'G)
22.05 RELOC. FIBERGLASS UTILITY SINK (REF: PLUMB'G)
22.06 RELOC. ADA ACCESSIBLE WASH FOUNTAIN (REF: PLUMB'G)
22.07 EYEWASH (REF: PLUMB'G)
22.08 EX. WATER SERVICE TO JAN. CLOSET
23.01 ROOF PENETRATION (REF: MECH'L)
23.02 RTU - (REF: MECHANICAL)
23.04 HVAC DUCT - (REF: MECHANICAL)
23.05 WALL LOUVERS - (REF: MECHANICAL)
23.06 RADIANT HEATER (COORD. W/ MECH'L)
23.07 SUPPPLY/ EXHAUST (COORD. W/ MECH'L)
23.08 EXISTING METERS TO REMAIN
26.01 LIGHTING (REF: ELECT'L)
26.02 MECHANICAL LOUVERS (COORD. WITH MECH'L)
NORTH
A6.1 1/4" = 1'-0"
1 SOUTH BREAKROOM
A6.1 1/4" = 1'-0"
2 WEST BREAKROOM
A6.1 1/4" = 1'-0"
3 NORTH BREAKROOM
A6.1 1/4" = 1'-0"
4 EAST BREAKROOM
A6.1 1/2" = 1'-0"
5 BREAKROOM
OPEN
HALL
G.D.
6.03
P.F. PANEL
WAINSCOT
P.LAM
CABINETS
22.04
22.08
4" COVE
BASE
NOTE: FIELD VERIFY ALL EQUIPMENT,
DIMENSIONS, UTILITY REQUIREMENTS,
ETC. COORDINATE WITH CASEWORK.
(SIMILAR) TYP. ALL ELEVATIONS
A6.1
6 SOUTH WEST VIEW
SYSTEMNOTES SYSTEM NOTES--FLOORS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
F2
F1 5" REINFORCED CONCRETE SLAB ON 4" GRAVEL BASE
EXISTING CONCRETE SLAB TO REMAIN
P2 6" REINFORCED CONCRETE PAVEMENT ON COMPACTED
SOILS, (REF: GEO-TECH.)
P1 EXISTING ASPHALT PAVEMENT, TO REMAIN (PATCH AND
REPLACE AS NEEDED)
P3 5" ASPHALT PAVEMENT OVER 6" BASE AND COMPACTED
SOILS, (REF: GEO-TECH.)
SYSTEMNOTES SYSTEM NOTES--WWWWAAAALLLLLLLLSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
W1 EXISTING PEMB METAL BUILDING CONSTRUCTION, YO
REMAIN
W2 NEW PEMB METAL BUILDING CONSTRUCTION, EXTERIOR
HORIZONTAL LAP SIDING (MATCH EXISTING) OVER
PRE-FINISHED METAL PANEL SIDING ON METAL GIRT
FRAMING WITH 9" (R-30) VINYL BATT INSULATION AND
PRE-FINISHED METAL LINER PANEL INTERIOR FINISH,
(FULL-HEIGHT) (S.S. VENEER WAINSCOT)
W3 EXISTING INTERIOR PARTITION FRAMING, TO REMAIN
W4 NEW 3 5/8" METAL STUD WALLS WITH 5/8" GYPSUM
BOARD AND SOUND BATT INSULATION (R-13),
(MOISTURE-TREATED GYP. BD. AT WET WALL
LOCATIONS)
W5 6" METAL STUD WALLS WITH 6" (R-19) BATT INSULATION
AND P.F. METAL LINER PANEL FINISH, (FULL-HEIGHT)
W6 ONE HR. FIRE RATED WALL
GENERAL WALL NOTES
1. PROVIDE DOUBLE 20 GA. STUDS (MIN.) AT ALL DOOR JAMBS
2. ALL DIMENSIONS ARE TO GRID LINES, FACE OF STUDS OR
MASONRY WALL UNLESS OTHERWISE NOTED
3. EXTEND GYPSUM BOARD ON WALLS TO 2" ABOVE ALL
ADJACENT CEILINGS AND TO UNDERSIDE OF GYPSUM CEILINGS
UNLESS OTHERWISE NOTED
4. PROVIDE GYPSUM CONTROL JOINTS IN WALLS OVER 25' IN
LENGTH
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A5.1
ELEVATIONS
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
A5.1 1/8" = 1'-0"
1 EAST ELEVATION
A5.1 1/8" = 1'-0"
2 NORTH ELEVATION
EXISTING CONSTRUCTION NEW CONSTRUCTION
A5.1 1/8" = 1'-0"
3 SOUTH ELEVATION
NEW CONSTRUCTION EXISTING CONSTRUCTION
A5.1 1/8" = 1'-0"
4 WEST ELEVATION
KEY NOTES
NO. DESCRIPTION
1.01 OWNER PROVIDED EQUIPMENT
2.01 DECONSTRUCT EX. ROOF AND PROVIDE NEW PFM ROOF
TIE-IN
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATION (REF:
STRUCT'L)
3.02 EXISTING CONCRETE BOLLARD TO REMAIN
3.03 NEW CONCRETE BOLLARD TO MATCH EX.
4.01 4" BRICK VENEER WITH METAL TIES AT 16" ON CENTER
HORIZ. & VERT.
5.01 PRE-FINISHED METAL FLASHING, TRIM, EAVE/FASCIA,
GUTTERS, & DOWNSPOUTS (REF: PEMB)
5.02 SST. PL. BACKSPLASH & COUNTERTOPS
5.03 EX. STRL. COLUMN TO REMAIN
5.04 NEW STRL. COLOUMN
6.01 12' X 22' 6-PANEL P.F. METAL GARAGE DOOR W/ VISION
PANELS
6.02 CABINETS P.LAM REF.
6.03 CABINETS P.LAM REF.
7.01 CONTINUOUS RIDGE CAP
7.03 SNOW GUARDS
8.01 PTD. HM. DOOR & FRAME
8.02 LITE TUBES 21"
9.01 FLOOR BASE
9.02 PF PANEL WAINSCOT
9.03 EXPOSED VINYL BATT INSULATION
10.1 MTL. STORAGE SHELVES
10.2 PFM LOCKERS 15"W x 16"D x 6'H
11.02 RELOC.WASHER AND DRYER (COORD. W/MECH'L & PLUMB'G)
11.03 RELOC. ICE MAKER (COORD. W/ MECH'L & PUMB'G)
13.01 P.V. ARRAY (VERIFY & COORD.)
22.01 EXISTING TRENCH DRAIN TO REMAIN
22.02 EXISTING CATCH BASIN TO REMAIN
22.03 FLOOR DRAIN ( REF: PLUMB'G)
22.04 MOP SINK (REF: PLUMB'G)
22.05 RELOC. FIBERGLASS UTILITY SINK (REF: PLUMB'G)
22.06 RELOC. ADA ACCESSIBLE WASH FOUNTAIN (REF: PLUMB'G)
22.07 EYEWASH (REF: PLUMB'G)
22.08 EX. WATER SERVICE TO JAN. CLOSET
23.01 ROOF PENETRATION (REF: MECH'L)
23.02 RTU - (REF: MECHANICAL)
23.04 HVAC DUCT - (REF: MECHANICAL)
23.05 WALL LOUVERS - (REF: MECHANICAL)
23.06 RADIANT HEATER (COORD. W/ MECH'L)
23.07 SUPPPLY/ EXHAUST (COORD. W/ MECH'L)
23.08 EXISTING METERS TO REMAIN
26.01 LIGHTING (REF: ELECT'L)
26.02 MECHANICAL LOUVERS (COORD. WITH MECH'L)
R2
R1 R1
R1
R1
COORD. WITH
MECHANICAL/ELECTL
(TYP.)
EXISTING STRUCTURE
NEW ADDITION
NEW REINFORCED CONCRETE
FOUNDATIONS (REF. STRUCTL)
3.02
EXISTING MEZZANINE WITHIN
26.02
26.01
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A4.1
ROOF PLAN
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
NORTH 02.16.17
A4.1 3/16" = 1'-0"
1 ROOF PLAN
KEY NOTES
NO. DESCRIPTION
1.01 OWNER PROVIDED EQUIPMENT
2.01 DECONSTRUCT EX. ROOF AND PROVIDE NEW PFM ROOF
TIE-IN
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATION (REF:
STRUCT'L)
3.02 EXISTING CONCRETE BOLLARD TO REMAIN
3.03 NEW CONCRETE BOLLARD TO MATCH EX.
4.01 4" BRICK VENEER WITH METAL TIES AT 16" ON CENTER
HORIZ. & VERT.
5.01 PRE-FINISHED METAL FLASHING, TRIM, EAVE/FASCIA,
GUTTERS, & DOWNSPOUTS (REF: PEMB)
5.02 SST. PL. BACKSPLASH & COUNTERTOPS
5.03 EX. STRL. COLUMN TO REMAIN
5.04 NEW STRL. COLOUMN
6.01 12' X 22' 6-PANEL P.F. METAL GARAGE DOOR W/ VISION
PANELS
6.02 CABINETS P.LAM REF.
6.03 CABINETS P.LAM REF.
7.01 CONTINUOUS RIDGE CAP
7.03 SNOW GUARDS
8.01 PTD. HM. DOOR & FRAME
8.02 LITE TUBES 21"
9.01 FLOOR BASE
9.02 PF PANEL WAINSCOT
9.03 EXPOSED VINYL BATT INSULATION
10.1 MTL. STORAGE SHELVES
10.2 PFM LOCKERS 15"W x 16"D x 6'H
11.02 RELOC.WASHER AND DRYER (COORD. W/MECH'L & PLUMB'G)
11.03 RELOC. ICE MAKER (COORD. W/ MECH'L & PUMB'G)
13.01 P.V. ARRAY (VERIFY & COORD.)
22.01 EXISTING TRENCH DRAIN TO REMAIN
22.02 EXISTING CATCH BASIN TO REMAIN
22.03 FLOOR DRAIN ( REF: PLUMB'G)
22.04 MOP SINK (REF: PLUMB'G)
22.05 RELOC. FIBERGLASS UTILITY SINK (REF: PLUMB'G)
22.06 RELOC. ADA ACCESSIBLE WASH FOUNTAIN (REF: PLUMB'G)
22.07 EYEWASH (REF: PLUMB'G)
22.08 EX. WATER SERVICE TO JAN. CLOSET
23.01 ROOF PENETRATION (REF: MECH'L)
23.02 RTU - (REF: MECHANICAL)
23.04 HVAC DUCT - (REF: MECHANICAL)
23.05 WALL LOUVERS - (REF: MECHANICAL)
23.06 RADIANT HEATER (COORD. W/ MECH'L)
23.07 SUPPPLY/ EXHAUST (COORD. W/ MECH'L)
23.08 EXISTING METERS TO REMAIN
26.01 LIGHTING (REF: ELECT'L)
26.02 MECHANICAL LOUVERS (COORD. WITH MECH'L)
EX. LITE TUBES
(TO REMAIN)
EX. P.V. TO REMAIN
EX. TO REMAIN
26.02
EX. TO REMAIN
EX. TO REMAIN
SHOWER
105
MMMMEEEENNNN''''SSSS
SHOWER
107
C3
C3
C4
C1
C2 C2
C7
C7
C6
EX.
C6
C6 C6
C6
C7 C7
C7 C7
CONSTRUCTION
NEW
CONSTRUCTION
EXISTING REMODEL WORK
EXTENT OF
3
A7.1
A2.3
2
RIDGE LINE
R1
1
WASH BAY
M115
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M112
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M113
TOOL CRIB
108
SHOP
109
2.1
2.9
S2 S1
S2 S1
C7
AIR
111
(SLOPED TYP.)
8.02
EXISTING MECH'L TO REMAIN
(NO WORK)
EXISTING MECH'L TO REMAIN
(NO WORK)
EXISTING MECH'L TO REMAIN
(NO WORK)
MEZZANINEABOVE
(NO WORK- REF. MECH'L)
26.02 8.02
SYSTEMNOTES SYSTEM NOTES--ROOFS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
R2 NEW PEMB METAL ROOF PANEL, MATCH EXISTING
ROOF GENERAL NOTES
1. VERIFY ALL EXISTING ROOF ASSEMBLIES AND CONDITIONS AS
REQUIRED
2. VERIFY & COORDINATE ALL DIMENSIONS WITH EXISTING
CONDITIONS.
3. NOTIFY ARCHITECT IMMEDIATELY WITH ANY DISCREPENCIES
REGARDING THE CONTRACT DOCUMENTS.
R1 EXISTING PEMB METAL ROOF PANEL, TO REMAIN
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A3.1
REFLECTED CEILING
PLAN
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
NORTH
A3.1 3/16" = 1'-0"
1 MAIN REFLECTED CEILING PLAN
KEY NOTES
NO. DESCRIPTION
1.01 OWNER PROVIDED EQUIPMENT
2.01 DECONSTRUCT EX. ROOF AND PROVIDE NEW PFM ROOF
TIE-IN
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATION (REF:
STRUCT'L)
3.02 EXISTING CONCRETE BOLLARD TO REMAIN
3.03 NEW CONCRETE BOLLARD TO MATCH EX.
4.01 4" BRICK VENEER WITH METAL TIES AT 16" ON CENTER
HORIZ. & VERT.
5.01 PRE-FINISHED METAL FLASHING, TRIM, EAVE/FASCIA,
GUTTERS, & DOWNSPOUTS (REF: PEMB)
5.02 SST. PL. BACKSPLASH & COUNTERTOPS
5.03 EX. STRL. COLUMN TO REMAIN
5.04 NEW STRL. COLOUMN
6.01 12' X 22' 6-PANEL P.F. METAL GARAGE DOOR W/ VISION
PANELS
6.02 CABINETS P.LAM REF.
6.03 CABINETS P.LAM REF.
7.01 CONTINUOUS RIDGE CAP
7.03 SNOW GUARDS
8.01 PTD. HM. DOOR & FRAME
8.02 LITE TUBES 21"
9.01 FLOOR BASE
9.02 PF PANEL WAINSCOT
9.03 EXPOSED VINYL BATT INSULATION
10.1 MTL. STORAGE SHELVES
10.2 PFM LOCKERS 15"W x 16"D x 6'H
11.02 RELOC.WASHER AND DRYER (COORD. W/MECH'L & PLUMB'G)
11.03 RELOC. ICE MAKER (COORD. W/ MECH'L & PUMB'G)
13.01 P.V. ARRAY (VERIFY & COORD.)
22.01 EXISTING TRENCH DRAIN TO REMAIN
22.02 EXISTING CATCH BASIN TO REMAIN
22.03 FLOOR DRAIN ( REF: PLUMB'G)
22.04 MOP SINK (REF: PLUMB'G)
22.05 RELOC. FIBERGLASS UTILITY SINK (REF: PLUMB'G)
22.06 RELOC. ADA ACCESSIBLE WASH FOUNTAIN (REF: PLUMB'G)
22.07 EYEWASH (REF: PLUMB'G)
22.08 EX. WATER SERVICE TO JAN. CLOSET
23.01 ROOF PENETRATION (REF: MECH'L)
23.02 RTU - (REF: MECHANICAL)
23.04 HVAC DUCT - (REF: MECHANICAL)
23.05 WALL LOUVERS - (REF: MECHANICAL)
23.06 RADIANT HEATER (COORD. W/ MECH'L)
23.07 SUPPPLY/ EXHAUST (COORD. W/ MECH'L)
23.08 EXISTING METERS TO REMAIN
26.01 LIGHTING (REF: ELECT'L)
26.02 MECHANICAL LOUVERS (COORD. WITH MECH'L)
23.06
23.06
23.06
23.07
J
I
I
C
SYSTEMNOTES SYSTEM NOTES--CCCCEEEEIIIILLLLIIIINNNNGGGGSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
C2 EXISTING STEEL STRUCTURE AND INSULATION, TO REMAIN
C3
C4
EXISTING GYPSUM BOARD CEILING, TO REMAIN
CEILING GENERAL NOTES
1. VERIFY ALL EXISTING CEILING ASSEMBLIES AND CONDITIONS
WHERE NECESSARY
2. ALL CEILINGS TO BE C4 UNLESS OTHERWISE NOTED
3. REFERENCE INTERIOR ELEVATIONS FOR SOFFIT LOCATIONS
ABOVE CASEWORK
4. COORDINATE EXISTING LITE TUBES
C1 EXISTING EXPOSED PEMB STEEL STRUCTURE AND PRE-
FINISHED METAL LINER PANEL INTERIOR
EXISTING SUSPENDED ACOUSTICAL TILE CEILING, TO REMAIN
C5 NEW SUSPENDED ACOUSTICAL TILE 'SECOND LOOK' 2X4
S1
S2 NEW PRE-FINISHED METAL SOFFIT, MATCH EXISTING
EXISTING SOFFIT, TO REMAIN
C6 NEW 1/2" GYP. BD (PTD) CEILING, (M.R. 2X4 SUSP. GRID AT
WET LOCATIONS), MATCH EXISTING
C7 NEW EXPOSED PEMB STEEL STRUCTURE - MATCH EXISTING
SYSTEMNOTES SYSTEM NOTES--FLOORS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
F2
F1 5" REINFORCED CONCRETE SLAB ON 4" GRAVEL BASE
EXISTING CONCRETE SLAB TO REMAIN
P2 6" REINFORCED CONCRETE PAVEMENT ON COMPACTED
SOILS, (REF: GEO-TECH.)
P1 EXISTING ASPHALT PAVEMENT, TO REMAIN (PATCH AND
REPLACE AS NEEDED)
P3 5" ASPHALT PAVEMENT OVER 6" BASE AND COMPACTED
SOILS, (REF: GEO-TECH.)
SYSTEMNOTES SYSTEM NOTES--WWWWAAAALLLLLLLLSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
W1 EXISTING PEMB METAL BUILDING CONSTRUCTION, YO
REMAIN
W2 NEW PEMB METAL BUILDING CONSTRUCTION, EXTERIOR
HORIZONTAL LAP SIDING (MATCH EXISTING) OVER
PRE-FINISHED METAL PANEL SIDING ON METAL GIRT
FRAMING WITH 9" (R-30) VINYL BATT INSULATION AND
PRE-FINISHED METAL LINER PANEL INTERIOR FINISH,
(FULL-HEIGHT) (S.S. VENEER WAINSCOT)
W3 EXISTING INTERIOR PARTITION FRAMING, TO REMAIN
W4 NEW 3 5/8" METAL STUD WALLS WITH 5/8" GYPSUM
BOARD AND SOUND BATT INSULATION (R-13),
(MOISTURE-TREATED GYP. BD. AT WET WALL
LOCATIONS)
W5 6" METAL STUD WALLS WITH 6" (R-19) BATT INSULATION
AND P.F. METAL LINER PANEL FINISH, (FULL-HEIGHT)
W6 ONE HR. FIRE RATED WALL
GENERAL WALL NOTES
1. PROVIDE DOUBLE 20 GA. STUDS (MIN.) AT ALL DOOR JAMBS
2. ALL DIMENSIONS ARE TO GRID LINES, FACE OF STUDS OR
MASONRY WALL UNLESS OTHERWISE NOTED
3. EXTEND GYPSUM BOARD ON WALLS TO 2" ABOVE ALL
ADJACENT CEILINGS AND TO UNDERSIDE OF GYPSUM CEILINGS
UNLESS OTHERWISE NOTED
4. PROVIDE GYPSUM CONTROL JOINTS IN WALLS OVER 25' IN
LENGTH
TOOL CRIB
108
SHOP
109
AIR
111
C7
C7
C7
(SLOPED - TYP.)
COORD
REF:MECH'L.
(TYP.)
C2
S2 S1
S2 S1
2' - 0"
MATCH EX. OVERHANG
2' - 0" ±
2' - 0" ±
P.F.M. EAVE TRIM
8.02
8.02
23.04
23.04
23.04
26.01
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A2.3
ENLARGED WEST SHOP
ADDITION
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
A2.3 1/4" = 1'-0"
1 WEST SHOP ADDITION
NORTH
S2
S2
KEY NOTES
NO. DESCRIPTION
1.01 OWNER PROVIDED EQUIPMENT
2.01 DECONSTRUCT EX. ROOF AND PROVIDE NEW PFM ROOF
TIE-IN
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATION (REF:
STRUCT'L)
3.02 EXISTING CONCRETE BOLLARD TO REMAIN
3.03 NEW CONCRETE BOLLARD TO MATCH EX.
4.01 4" BRICK VENEER WITH METAL TIES AT 16" ON CENTER
HORIZ. & VERT.
5.01 PRE-FINISHED METAL FLASHING, TRIM, EAVE/FASCIA,
GUTTERS, & DOWNSPOUTS (REF: PEMB)
5.02 SST. PL. BACKSPLASH & COUNTERTOPS
5.03 EX. STRL. COLUMN TO REMAIN
5.04 NEW STRL. COLOUMN
6.01 12' X 22' 6-PANEL P.F. METAL GARAGE DOOR W/ VISION
PANELS
6.02 CABINETS P.LAM REF.
6.03 CABINETS P.LAM REF.
7.01 CONTINUOUS RIDGE CAP
7.03 SNOW GUARDS
8.01 PTD. HM. DOOR & FRAME
8.02 LITE TUBES 21"
9.01 FLOOR BASE
9.02 PF PANEL WAINSCOT
9.03 EXPOSED VINYL BATT INSULATION
10.1 MTL. STORAGE SHELVES
10.2 PFM LOCKERS 15"W x 16"D x 6'H
11.02 RELOC.WASHER AND DRYER (COORD. W/MECH'L & PLUMB'G)
11.03 RELOC. ICE MAKER (COORD. W/ MECH'L & PUMB'G)
13.01 P.V. ARRAY (VERIFY & COORD.)
22.01 EXISTING TRENCH DRAIN TO REMAIN
22.02 EXISTING CATCH BASIN TO REMAIN
22.03 FLOOR DRAIN ( REF: PLUMB'G)
22.04 MOP SINK (REF: PLUMB'G)
22.05 RELOC. FIBERGLASS UTILITY SINK (REF: PLUMB'G)
22.06 RELOC. ADA ACCESSIBLE WASH FOUNTAIN (REF: PLUMB'G)
22.07 EYEWASH (REF: PLUMB'G)
22.08 EX. WATER SERVICE TO JAN. CLOSET
23.01 ROOF PENETRATION (REF: MECH'L)
23.02 RTU - (REF: MECHANICAL)
23.04 HVAC DUCT - (REF: MECHANICAL)
23.05 WALL LOUVERS - (REF: MECHANICAL)
23.06 RADIANT HEATER (COORD. W/ MECH'L)
23.07 SUPPPLY/ EXHAUST (COORD. W/ MECH'L)
23.08 EXISTING METERS TO REMAIN
26.01 LIGHTING (REF: ELECT'L)
26.02 MECHANICAL LOUVERS (COORD. WITH MECH'L)
Z A
A2.3 1/4" = 1'-0"
2 WEST SHOP REFLECTED CEILING PLAN
A - MITTER SAW
B - TABLE SAW
C - DUST COLLECTOR
D - BENCH
E - WELDER
F - DRY CUT METAL SAW
G - GRINDER
H - DRILL PRESS
I - C.R.
J - AIR DROP
MEN'SLOCKER MEN'S LOCKER
ROOM
102
EA EA
EA
EA
EA EA EA EA
E1
E29
101*
102
103
103B*
106 104
107 105
E14
E10*
A6.3
19
A6.3
27
28
29
22 20 30
21
60' - 0 1/32"
29' - 10 5/32"
5' - 0" 5' - 0" 15' - 0"
W1
W1
W1
W1
W3
W3
W3
W3
W4
W4
W4
W3
W3
W3
W6
W3
W3
W4
1.01
1.01
5.02
5.02
9.02
9.02
9.02
9.02 9.02
5' - 10" 5' - 0" 5' - 0" 5' - 0" 4' - 0"
23' - 5 1/8" F.V.
7' - 2 1/4" 5' - 0" 3' - 5 3/8"
11' - 8 1/4" 4' - 4 1/2" 6' - 10 7/8"
17' - 5 15/16"
1
FIRE SEPARATION WALL
VVVVEEEEHHHHIIIICCCCLLLLEEEE
STORAGE BAYS
M112
WASH BAY
M115
18' - 9 1/2" F.V.
HC
HC
HC
HC
HC HC
LOWER
BREAKROOM
M101
HALL
103
STAIR
M111
WOMEN'S
SHOWER
105
MMMMEEEENNNN''''SSSS
SHOWER
107
IT/T
M114
WOMEN'S
LOCKER
ROOM
101
MEN'SLOCKER MEN'S LOCKER
ROOM
102
WWWWOOOOMMMMEEEENNNN''''SSSS
RESTROOM
104
MMMMEEEENNNN''''SSSS
RESTROOM
106
C6 C6
C6 C6
C5
C5
C5
C5
C3 C6
C3
C4
C3
C2
C2
BH1
8° TYP
UNO
SYSTEMNOTES SYSTEM NOTES--CCCCEEEEIIIILLLLIIIINNNNGGGGSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
C2 EXISTING STEEL STRUCTURE AND INSULATION, TO REMAIN
C3
C4
EXISTING GYPSUM BOARD CEILING, TO REMAIN
CEILING GENERAL NOTES
1. VERIFY ALL EXISTING CEILING ASSEMBLIES AND CONDITIONS
WHERE NECESSARY
2. ALL CEILINGS TO BE C4 UNLESS OTHERWISE NOTED
3. REFERENCE INTERIOR ELEVATIONS FOR SOFFIT LOCATIONS
ABOVE CASEWORK
4. COORDINATE EXISTING LITE TUBES
C1 EXISTING EXPOSED PEMB STEEL STRUCTURE AND PRE-
FINISHED METAL LINER PANEL INTERIOR
EXISTING SUSPENDED ACOUSTICAL TILE CEILING, TO REMAIN
C5 NEW SUSPENDED ACOUSTICAL TILE 'SECOND LOOK' 2X4
S1
S2 NEW PRE-FINISHED METAL SOFFIT, MATCH EXISTING
EXISTING SOFFIT, TO REMAIN
C6 NEW 1/2" GYP. BD (PTD) CEILING, (M.R. 2X4 SUSP. GRID AT
WET LOCATIONS), MATCH EXISTING
C7 NEW EXPOSED PEMB STEEL STRUCTURE - MATCH EXISTING
SYSTEMNOTES SYSTEM NOTES--WWWWAAAALLLLLLLLSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
W1 EXISTING PEMB METAL BUILDING CONSTRUCTION, YO
REMAIN
W2 NEW PEMB METAL BUILDING CONSTRUCTION, EXTERIOR
HORIZONTAL LAP SIDING (MATCH EXISTING) OVER
PRE-FINISHED METAL PANEL SIDING ON METAL GIRT
FRAMING WITH 9" (R-30) VINYL BATT INSULATION AND
PRE-FINISHED METAL LINER PANEL INTERIOR FINISH,
(FULL-HEIGHT) (S.S. VENEER WAINSCOT)
W3 EXISTING INTERIOR PARTITION FRAMING, TO REMAIN
W4 NEW 3 5/8" METAL STUD WALLS WITH 5/8" GYPSUM
BOARD AND SOUND BATT INSULATION (R-13),
(MOISTURE-TREATED GYP. BD. AT WET WALL
LOCATIONS)
W5 6" METAL STUD WALLS WITH 6" (R-19) BATT INSULATION
AND P.F. METAL LINER PANEL FINISH, (FULL-HEIGHT)
W6 ONE HR. FIRE RATED WALL
GENERAL WALL NOTES
1. PROVIDE DOUBLE 20 GA. STUDS (MIN.) AT ALL DOOR JAMBS
2. ALL DIMENSIONS ARE TO GRID LINES, FACE OF STUDS OR
MASONRY WALL UNLESS OTHERWISE NOTED
3. EXTEND GYPSUM BOARD ON WALLS TO 2" ABOVE ALL
ADJACENT CEILINGS AND TO UNDERSIDE OF GYPSUM CEILINGS
UNLESS OTHERWISE NOTED
4. PROVIDE GYPSUM CONTROL JOINTS IN WALLS OVER 25' IN
LENGTH
SYSTEMNOTES SYSTEM NOTES--FLOORS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
F2
F1 5" REINFORCED CONCRETE SLAB ON 4" GRAVEL BASE
EXISTING CONCRETE SLAB TO REMAIN
P2 6" REINFORCED CONCRETE PAVEMENT ON COMPACTED
SOILS, (REF: GEO-TECH.)
P1 EXISTING ASPHALT PAVEMENT, TO REMAIN (PATCH AND
REPLACE AS NEEDED)
P3 5" ASPHALT PAVEMENT OVER 6" BASE AND COMPACTED
SOILS, (REF: GEO-TECH.)
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A2.2
ENLARGED FIRST FLOOR
12.22.16
Checker
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
NORTH
A2.2 1/4" = 1'-0"
1 EAST REMODEL PLAN
A2.2 1/4" = 1'-0"
2 EAST REMODEL REFLECTED CEILING PLAN
KEY NOTES
NO. DESCRIPTION
1.01 OWNER PROVIDED EQUIPMENT
2.01 DECONSTRUCT EX. ROOF AND PROVIDE NEW PFM ROOF
TIE-IN
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATION (REF:
STRUCT'L)
3.02 EXISTING CONCRETE BOLLARD TO REMAIN
3.03 NEW CONCRETE BOLLARD TO MATCH EX.
4.01 4" BRICK VENEER WITH METAL TIES AT 16" ON CENTER
HORIZ. & VERT.
5.01 PRE-FINISHED METAL FLASHING, TRIM, EAVE/FASCIA,
GUTTERS, & DOWNSPOUTS (REF: PEMB)
5.02 SST. PL. BACKSPLASH & COUNTERTOPS
5.03 EX. STRL. COLUMN TO REMAIN
5.04 NEW STRL. COLOUMN
6.01 12' X 22' 6-PANEL P.F. METAL GARAGE DOOR W/ VISION
PANELS
6.02 CABINETS P.LAM REF.
6.03 CABINETS P.LAM REF.
7.01 CONTINUOUS RIDGE CAP
7.03 SNOW GUARDS
8.01 PTD. HM. DOOR & FRAME
8.02 LITE TUBES 21"
9.01 FLOOR BASE
9.02 PF PANEL WAINSCOT
9.03 EXPOSED VINYL BATT INSULATION
10.1 MTL. STORAGE SHELVES
10.2 PFM LOCKERS 15"W x 16"D x 6'H
11.02 RELOC.WASHER AND DRYER (COORD. W/MECH'L & PLUMB'G)
11.03 RELOC. ICE MAKER (COORD. W/ MECH'L & PUMB'G)
13.01 P.V. ARRAY (VERIFY & COORD.)
22.01 EXISTING TRENCH DRAIN TO REMAIN
22.02 EXISTING CATCH BASIN TO REMAIN
22.03 FLOOR DRAIN ( REF: PLUMB'G)
22.04 MOP SINK (REF: PLUMB'G)
22.05 RELOC. FIBERGLASS UTILITY SINK (REF: PLUMB'G)
22.06 RELOC. ADA ACCESSIBLE WASH FOUNTAIN (REF: PLUMB'G)
22.07 EYEWASH (REF: PLUMB'G)
22.08 EX. WATER SERVICE TO JAN. CLOSET
23.01 ROOF PENETRATION (REF: MECH'L)
23.02 RTU - (REF: MECHANICAL)
23.04 HVAC DUCT - (REF: MECHANICAL)
23.05 WALL LOUVERS - (REF: MECHANICAL)
23.06 RADIANT HEATER (COORD. W/ MECH'L)
23.07 SUPPPLY/ EXHAUST (COORD. W/ MECH'L)
23.08 EXISTING METERS TO REMAIN
26.01 LIGHTING (REF: ELECT'L)
26.02 MECHANICAL LOUVERS (COORD. WITH MECH'L)
C D
3
2
NEW STRUCTURAL
COLUMN
(REF. STR'L)
WAINSCOT & TRIM TO
WINDOW SILL HEIGHT
UP
5.03 5.03 5.03
5.04 5.04
6.03
6.03
6.03
10.2
10.2
22.03 22.03
22.03
22.03
9.02
9.02
5.04
5.04 5.04
5.04
EX. METERS
TO REMAIN
EX. METERS
TO REMAIN
EX. T.R.
M101
WOMEN'S
LOCKER
ROOM
101
MEN'SLOCKER MEN'S LOCKER
ROOM
102
HALL
103
WWWWOOOOMMMMEEEENNNN''''SSSS
RESTROOM
104
MMMMEEEENNNN''''SSSS
RESTROOM
106
WOMEN'S
SHOWER
105
MMMMEEEENNNN''''SSSS
SHOWER
107
TOOL CRIB
108
SHOP
109
E21 E22
E1
E29
E14
E27
E28
E23 E24 E25 E26
E16
E19 E20
W6
W5
W1
E15 6.03
6.03
AIR
111
3
A7.1
EA EA EA EA
EA
EA
EA EA
30' - 0"
101B JANITOR
M102
E10*
STAIR
M111
22.07
109 E17
FIRE SEPARATION WALL
P2
22.08
9.02
9.02
9.02
9.02
9.02
9.02 9.02
1
2.1
2.9
P3
P2
P3
P2
3.02 3.02 3.02 3.02 3.02 3.02 3.02
3.02 3.02
3.02 3.02
3.02
3.03 3.03 3.03 3.02 3.02 3.02 3.02 3.02 3.02 3.02
3.03
22.01
22.02 22.02
22.02 22.02
22.02
22.06
22.05
11.03
11.02
FD FD
FDFD
FD
W2
W2
W2
W1
W1
A
A
D13
FIRE SEPARATION WALL
HC
HC
HC
HC
HC HC
A
B
B
B
C
D E F
H
H
G
G
SYSTEMNOTES SYSTEM NOTES--WWWWAAAALLLLLLLLSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
W1 EXISTING PEMB METAL BUILDING CONSTRUCTION, YO
REMAIN
W2 NEW PEMB METAL BUILDING CONSTRUCTION, EXTERIOR
HORIZONTAL LAP SIDING (MATCH EXISTING) OVER
PRE-FINISHED METAL PANEL SIDING ON METAL GIRT
FRAMING WITH 9" (R-30) VINYL BATT INSULATION AND
PRE-FINISHED METAL LINER PANEL INTERIOR FINISH,
(FULL-HEIGHT) (S.S. VENEER WAINSCOT)
W3 EXISTING INTERIOR PARTITION FRAMING, TO REMAIN
W4 NEW 3 5/8" METAL STUD WALLS WITH 5/8" GYPSUM
BOARD AND SOUND BATT INSULATION (R-13),
(MOISTURE-TREATED GYP. BD. AT WET WALL
LOCATIONS)
W5 6" METAL STUD WALLS WITH 6" (R-19) BATT INSULATION
AND P.F. METAL LINER PANEL FINISH, (FULL-HEIGHT)
W6 ONE HR. FIRE RATED WALL
GENERAL WALL NOTES
1. PROVIDE DOUBLE 20 GA. STUDS (MIN.) AT ALL DOOR JAMBS
2. ALL DIMENSIONS ARE TO GRID LINES, FACE OF STUDS OR
MASONRY WALL UNLESS OTHERWISE NOTED
3. EXTEND GYPSUM BOARD ON WALLS TO 2" ABOVE ALL
ADJACENT CEILINGS AND TO UNDERSIDE OF GYPSUM CEILINGS
UNLESS OTHERWISE NOTED
4. PROVIDE GYPSUM CONTROL JOINTS IN WALLS OVER 25' IN
LENGTH
SYSTEMNOTES SYSTEM NOTES--FLOORS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
F2
F1 5" REINFORCED CONCRETE SLAB ON 4" GRAVEL BASE
EXISTING CONCRETE SLAB TO REMAIN
P2 6" REINFORCED CONCRETE PAVEMENT ON COMPACTED
SOILS, (REF: GEO-TECH.)
P1 EXISTING ASPHALT PAVEMENT, TO REMAIN (PATCH AND
REPLACE AS NEEDED)
P3 5" ASPHALT PAVEMENT OVER 6" BASE AND COMPACTED
SOILS, (REF: GEO-TECH.)
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A2.1
MAIN FLOOR PLAN
12.22.16
Checker
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
A2.1 3/16" = 1'-0"
1 MAIN FLOOR PLAN
NORTH
P1
P1
P1
P1
F1
F1
F1
F2
F2
KEY NOTES
NO. DESCRIPTION
1.01 OWNER PROVIDED EQUIPMENT
2.01 DECONSTRUCT EX. ROOF AND PROVIDE NEW PFM ROOF
TIE-IN
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATION (REF:
STRUCT'L)
3.02 EXISTING CONCRETE BOLLARD TO REMAIN
3.03 NEW CONCRETE BOLLARD TO MATCH EX.
4.01 4" BRICK VENEER WITH METAL TIES AT 16" ON CENTER
HORIZ. & VERT.
5.01 PRE-FINISHED METAL FLASHING, TRIM, EAVE/FASCIA,
GUTTERS, & DOWNSPOUTS (REF: PEMB)
5.02 SST. PL. BACKSPLASH & COUNTERTOPS
5.03 EX. STRL. COLUMN TO REMAIN
5.04 NEW STRL. COLOUMN
6.01 12' X 22' 6-PANEL P.F. METAL GARAGE DOOR W/ VISION
PANELS
6.02 CABINETS P.LAM REF.
6.03 CABINETS P.LAM REF.
7.01 CONTINUOUS RIDGE CAP
7.03 SNOW GUARDS
8.01 PTD. HM. DOOR & FRAME
8.02 LITE TUBES 21"
9.01 FLOOR BASE
9.02 PF PANEL WAINSCOT
9.03 EXPOSED VINYL BATT INSULATION
10.1 MTL. STORAGE SHELVES
10.2 PFM LOCKERS 15"W x 16"D x 6'H
11.02 RELOC.WASHER AND DRYER (COORD. W/MECH'L & PLUMB'G)
11.03 RELOC. ICE MAKER (COORD. W/ MECH'L & PUMB'G)
13.01 P.V. ARRAY (VERIFY & COORD.)
22.01 EXISTING TRENCH DRAIN TO REMAIN
22.02 EXISTING CATCH BASIN TO REMAIN
22.03 FLOOR DRAIN ( REF: PLUMB'G)
22.04 MOP SINK (REF: PLUMB'G)
22.05 RELOC. FIBERGLASS UTILITY SINK (REF: PLUMB'G)
22.06 RELOC. ADA ACCESSIBLE WASH FOUNTAIN (REF: PLUMB'G)
22.07 EYEWASH (REF: PLUMB'G)
22.08 EX. WATER SERVICE TO JAN. CLOSET
23.01 ROOF PENETRATION (REF: MECH'L)
23.02 RTU - (REF: MECHANICAL)
23.04 HVAC DUCT - (REF: MECHANICAL)
23.05 WALL LOUVERS - (REF: MECHANICAL)
23.06 RADIANT HEATER (COORD. W/ MECH'L)
23.07 SUPPPLY/ EXHAUST (COORD. W/ MECH'L)
23.08 EXISTING METERS TO REMAIN
26.01 LIGHTING (REF: ELECT'L)
26.02 MECHANICAL LOUVERS (COORD. WITH MECH'L)
10.1
F1
13.01
CLT THOMPSON INC
SOILS/GEOTECH #FC06039.002-125
JUNE 8,2016
REF:
CONSTRUCTING OR OTHER AS REQUIRED, FOR COMPLETION OF THE NEW SPACE.
8. OWNER PROVIDED AND CONTRACTOR INSTALLED EQUIPMENT AND FIXTURES
MUST BE COORDINATED BY THE CONTRACTOR.
9. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY SUPPORT
BLOCKING IN WALLS AS REQUIRED TO SUPPORT CASEWORK, FIXTURES OR OTHER
OWNER PROVIDED EQUIPMENT OR FIXTURES NOT SHOWN ON THE PLANS.
10. ITEMS NOTED AS REINSTALLED ARE TO BE CLEANED AND/OR RECONDITIONED
AS NECESSARY.
11. PATCH WALLS WHERE HVAC TRANSFER GRILLES ARE REMOVED. VERIFY
ABANDONED GRILLES WITH MECHANICAL PLANS.
12. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. COORDINATE ALL WORK.
13. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR LIGHTING AND HVAC
DETAILS AND SPECIFICATIONS.
14. ALL DIMENSIONS ARE TO GRID LINES, FACE OF EXISTING WALLS, FACE OF NEW
STUD WALLS, FACE OF NEW CONCRETE WALLS, NOMINAL FACE OF NEW MASONRY
WALLS OR UNLESS OTHERWISE NOTED.
15. PROVIDE DOUBLE STUDS (MIN.) AT ALL DOOR JAMBS.
16. AT SAT CEILINGS, EXTEND GYPSUM BOARD WALLS TO 2" ABOVE / BELOW
CEILINGS/SOFFITS. TERMINATE GYP. BD. CEILINGS AT WALLS.
17. ALL SAT & GYP. BD. CEILINGS NOTED AS ‘ XX A.F.F.’, U.N.O.
18. PROVIDE & COORD. ALL RADON & PERIMETER DRAIN REQUIREMENTS.
19. DEMO. ALL OPENINGS AS REQUIRED. NEW INFILL FOR NEW CONSTRUCTION AND
FINISHES.
GENERAL NOTES
6"STUDS 6" MTL STUDS
1. FACE LAYER: 5/8" GYPSUM BOARD (TYPE X)
2. STUDS: 6" MTL @ 16" O.C.
3. SOUND BATT INSULATION (R-19)
4. FACE LAYER: PF METAL LINER PANEL
1111 2222
4444
5/8"
6"
5/8"
3333
3 5/8" MTL STUDS @ 16" O.C.
1. FACE LAYER: 5/8" GYPSUM BOARD
2. STUDS: 3 5/8" MTL @ 16" O.C.
3. INSULATION: SOUND BATT INSULATION
4. FACE LAYER: 5/8" GYPSUM BOARD
(MOISTURE TREATE @ WET WALL LOCATIONS)
1111 2222
3333 4444
5/8"
3 5/8"
5/8"
PEMB
1. FACE LAYER: EXTERIOR CEMENTITIOUS LAP SIDING AND/OR SYNTETIC STONE
2. STUDS: 9" METAL GIRT
3. INSULATION: 9" VINYL BATT INSULATION (R - 30)
4. FACE LAYER: PF METAL LINER PANEL
1111
2222
3333
1"
4444
1/2"
2" 8 1/2"
1111
2X4 MTL STUDS @ 16" O.C.
1. FACE LAYER: 5/8" GYPSUM BOARD
2. STUDS: 2X4 WD @ 16" O.C.
3. INSULATION: SOUND BATT INSULATION
4. FACE LAYER: 5/8" GYPSUM BOARD (TYPE X)
1111
3333 4444
5/8"
3 5/8"
5/8"
2222
4
3
2
78'
43'
31'
44443333''''
49'
63'
65'
32'
EXIT
EXIT
EXIT
1
EXISTING GARAGE
(3,730 SF)
ADDITION
(1,100 SF)
WASH BAY
(543 SF)
REMODEL AREA
(1,374 SF)
UPPER
2.1
2.9
COORD. W/
DOOR
SCHEDULE
RATED
FIRE
DOOR
RATED
FIRE
W2 DOOR
SYSTEMNOTES SYSTEM NOTES--WWWWAAAALLLLLLLLSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
W1 EXISTING PEMB METAL BUILDING CONSTRUCTION, YO
REMAIN
W2 NEW PEMB METAL BUILDING CONSTRUCTION, EXTERIOR
HORIZONTAL LAP SIDING (MATCH EXISTING) OVER
PRE-FINISHED METAL PANEL SIDING ON METAL GIRT
FRAMING WITH 9" (R-30) VINYL BATT INSULATION AND
PRE-FINISHED METAL LINER PANEL INTERIOR FINISH,
(FULL-HEIGHT) (S.S. VENEER WAINSCOT)
W3 EXISTING INTERIOR PARTITION FRAMING, TO REMAIN
W4 NEW 3 5/8" METAL STUD WALLS WITH 5/8" GYPSUM
BOARD AND SOUND BATT INSULATION (R-13),
(MOISTURE-TREATED GYP. BD. AT WET WALL
LOCATIONS)
W5 6" METAL STUD WALLS WITH 6" (R-19) BATT INSULATION
AND P.F. METAL LINER PANEL FINISH, (FULL-HEIGHT)
W6 ONE HR. FIRE RATED WALL
GENERAL WALL NOTES
1. PROVIDE DOUBLE 20 GA. STUDS (MIN.) AT ALL DOOR JAMBS
2. ALL DIMENSIONS ARE TO GRID LINES, FACE OF STUDS OR
MASONRY WALL UNLESS OTHERWISE NOTED
3. EXTEND GYPSUM BOARD ON WALLS TO 2" ABOVE ALL
ADJACENT CEILINGS AND TO UNDERSIDE OF GYPSUM CEILINGS
UNLESS OTHERWISE NOTED
4. PROVIDE GYPSUM CONTROL JOINTS IN WALLS OVER 25' IN
LENGTH
66663333''''
EXISTING MECHANICAL
(451 SF)
EXISTING ONE HR ASSEMBLY
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL
WORK' UNDER THE COPYRIGHT PROTECTION ACT OF
1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND
ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE
COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS,
ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF
ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER
CODE REQUIREMENTS AS REP- RESENTED BY THESE
CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL
LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF
SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS,
LIEN HOLDERS OR OTHERS.
A1.1
CODE PLAN
12.22.16
SJS
BKT/ARE
Project Number
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
NIX FARM NATURAL AREAS FACILITY
01.31.17
02.16.17
1 1/2" = 1'-0"
W5- MTL- 6"
1 1/2" = 1'-0"
W4- MTL- 3 5/8- ACOUSTIC
1 1/2" = 1'-0"
W2- PEMB
1 1/2" = 1'-0"
W6- 1 HR FIRE RATED
A1.1 1/8" = 1'-0"
2 FIRST FLOOR CODE PLAN
NORTH
A1.1 1/8" = 1'-0"
3 MEZZANINE LEVEL CODE PLAN
NEW / EXISTING
ONE-HOUR WALL SEPARATION
(FIRE CONTAINMENT)
60 MIN
RATED
EX.
RATED
DOOR
60 MIN
RATED
EX.
ONE HR
RATED
W6
Z A B C D E
W6
60 MIN
60 MIN RATED
RATED
NEW / EXISTING
ONE-HOUR WALL SEPARATION
(FIRE CONTAINMENT)
CONTAINMENT AREAS
60 MIN
RATED
NEW ONE-HOUR
WALL SEPARATION
(FIRE CONTAINMENT)
EX.
RATED
DOOR
GENERAL NOTES
8 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
NOTES:
1. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER
AND WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE
STANDARDS SET FORTH IN THE CITY OF FORT COLLINS WATER AND
WASTEWATER DEVELOPMENT STANDARDS.
2. FIRE HYDRANT WATER MAINS SHALL BE DUCTILE IRON PIPE. ALL FITTINGS
SHALL BE FULLY RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR
APPROVED EQUAL).
3. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER.
4. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5'
AND A MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED.
5. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE
PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
6. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE
WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
7. STORM PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP) BEDDED PER
STANDARDS. RCP SHALL HAVE FLEXIBLE GASKET MATERIAL (WATER TIGHT
RUBBER GASKETS) CONFORMING TO ASTM C443 AND TYPE 4-G BELL
SPIGOT JOINTS.
8. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE
APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
9. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER
OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE
LENGTHS.
10. ADJUST ALL EXISTING UTILITY MANHOLES, VALVE COVERS, ETC TO WITHIN
LIMITS OF NEW WORK TO FINISHED GRADE.
11. TRENCH DRAIN SHALL BE 8" WIDE SLOPED CHANNEL ACO POWERDRAIN
S200K WITH LOAD CLASS F (4-BOLT SLOTTED) GRATE. GRATE TO BE
SECURED USING '4-BOLT' LOCKING MECHANISM. PROVIDE IN-LINE CATCH
BASIN (SK2-902D) AT DOWNSTREAM END OF TRENCH DRAIN WITH
REMOVABLE TRASH BUCKET. TRENCH DRAIN INVERTS ARE ESTIMATED AND
TO BE VERIFIED IN THE FIELD.
FORT COLLINS, CO 80524
PH: 970.416.2815
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
NOTES:
1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION
CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION.
2. ALL MANHOLE RIM AND STORM DRAIN INLET GRATES SHALL BE
ADJUSTED TO FINAL GRADES CONFIRMED IN THE FIELD.
3. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL
ENGINEER RECOMMENDATIONS.
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
50'
50 25 50 100
SCALE: 1" =
LEGEND
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN
BOUNDARY
DRAINAGE BASIN
FLOW PATH
INLET PROTECTION
CONSTRUCTION ENTRANCE
W/ VEHICLE TRACKING CONTROL
SEDIMENT CONTROL LOG
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
CONCRETE WASHOUT AREA
NOTES
1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY
EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT
ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION
AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN
PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL
DISTURBED GROUND IS ADEQUATELY VEGETATED WITH
OWNER'S APPROVAL FOR REMOVAL.
2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE
OBSERVED AND ADJUSTED AS NEEDED DURING
CONSTRUCTION BASED ON SITE CONDITIONS AND THE
PERFORMANCE OF THE EROSION CONTROL CONTROL
MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION
CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION.
3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL
BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS
NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK.
ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED &
MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION
POTENTIAL AND SOIL MIGRATION.
4. STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND
SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION
COMMENCEMENT.
5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND
DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND
NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND
MULCHED PER LCUASS STANDARDS.
6. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING,
INCLUDING BUT NOT LIMITED TO SLOPED AREAS.
7. FOLLOW MANUFACTURER RECOMMENDATIONS FOR THE
INSTALLATION OF SCOURSTOP. IT IS RECOMMENDED THAT THE
SCOURSTOP BE PLACED OVER SEEDED NA GREEN S150 (TEMP
TURF REINFORCEMENT MAT) AND DOWNSTREAM TO PROTECT
THE SOILS PRIOR TO VEGETATION BEING WELL ESTABLISHED.
8. REFERENCE SHEET 10 FOR EROSION CONTROL DETAILS.
CoFC Standard erosion and sediment control notes:
1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL
INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO
ANY CONSTRUCTION ON THIS SITE.
2. ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND
DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC).
ALL REQUIRED EROSION CONTROL MEASURES MUST BE
INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION
SEQUENCE AS INDICATED IN THE APPROVED PROJECT
SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL
REPORT.
3. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND
RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE
OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA
REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND
FOR THE SHORTEST PRACTICAL PERIOD OF TIME.
4. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY
(STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING,
FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY
RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH,
VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS
INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET
RIGHTS OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING
ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED
TEMPORARY OR PERMANENT EROSION CONTROL (E.G.
SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS
OTHERWISE APPROVED BY THE STORMWATER DEPARTMENT.
5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL
TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT
WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES
SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST
IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY
ENGINEERING DEPARTMENT.
6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES
MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS
NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS
IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR
INTENDED FUNCTION. ALL RETAINED SEDIMENTS,
PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL
BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION
SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY.
7. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT.
ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT
TRANSPORT BY SURFACE ROUGHENING, WATERING, AND
PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING
AFTER 30 DAYS SHALL BE SEEDED AND MULCHED.
8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR
DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY
STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT
DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE
CONTRACTOR.
FLOW CONTROL PLATE
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
FUTURE EXPANSION PLAN
03/02/17
1" = 30'
N/A
JTC
RA
1276-195-00
5 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
NOTE:
1. IMPROVEMENTS ASSOCIATED WITH THE FUTURE SITE AND BUILDING
EXPANSION ARE SUBJECT TO THE APPROPRIATE APPROVAL PROCESS
AND HAVE NOT BEEN APPROVED WITH THIS DEVELOPMENT PLAN.
2. FIRE ACCESS AND WATER SUPPLY IMPROVEMENTS (COMPLETION OF
WATER MAIN LOOP ALONG HOFFMAN MILL ROAD AND POTENTIAL
ADDITIONAL FIRE HYDRANTS) WILL BE REQUIRED AS SITE CONTINUES
TO DEVELOP.
3. THE SECONDARY POINT OF ACCESS TO TIMBERLINE ROAD WILL NEED
TO BE IMPROVED AT A FUTURE DATE, BUT NO LATER THAN AT SUCH
TIME AS PERMITTING OF BUILDINGS C, D, H, & I. AT THAT TIME, THE
WIDTH AND SURFACE OF THE ROAD SHALL BE IMPROVED TO CURRENT
FIRE LANE STANDARDS TO THE BEST EXTENT POSSIBLE, OR AS SITE
CONSTRAINTS AND TERRAIN ALLOW. ANY DEVIATION TO SET
STANDARDS WILL REQUIRE APPROVAL OF THE FIRE MARSHAL.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
HORIZONTAL CONTROL PLAN
03/02/17
1" = 30'
N/A
JTC
RA
1276-195-00
4 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
NOTES:
1. VERIFY BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION
2. ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE
GEOTECHNICAL REPORT FOR THE SITE.
3. ALL WORK SHALL CONFORM TO THE CITY OF FORT COLLINS
CONSTRUCTION SPECIFICATIONS AND STANDARDS.
4. COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND
SITE FEATURES WITH ARCH AND LANDSCAPE.
5. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO
INSTALLATION OF STRIPING OR MARKING.
6. FINAL STRIPING AND SYMBOL LOCATIONS SHALL BE FIELD
COORDINATED WITH OWNER.
NOTE: ADD KNOX BOX AND
LOCK AT EXISTING FIRE
ACCESS GATE ADJACENT
TO TIMBERLINE ROAD
LIGHT DUTY ASPHALT
PAVEMENT
HEAVY DUTY CONCRETE
PAVEMENT
HEAVY DUTY ASPHALT
PAVEMENT
LEGEND
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
APPROX LIMITS OF SAWCUT LINE
DEMO UTILITIES / FENCE / ETC
DEMO STRUCTURE/UTILITY/
LIGHT/ ETC
DEMO ASPHALT / CONCRETE
TREE REMOVAL/RELOCATION
(RE: LA)
PROTECT EXISTING TREE
(RE: LA)
LEGEND NOTES:
1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED
FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD
MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE OTHER
UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST
IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR
SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN
THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE
CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF
CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF ANY
CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR
COMPLETENESS SHOWN.
2. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION,
SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING,
ETC. WITH OWNER, ARCHITECT, AND RELEVANT CONSTRUCTION
AND/OR PHASING PLANS. ADDITIONAL DEMOTION OF PAVING, TREES,
UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED.
3. CONTRACTOR RESPONSIBLE FOR ALL SURFACE
REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, PAVEMENT,
CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK.
REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT
COLLINS STANDARDS AT CONTRACTOR EXPENSE.
4. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND
REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE
NEAREST JOINT.
5. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL
MEASURES DURING CONSTRUCTION. PLACE EROSION CONTROL
PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM
FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION
SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND
ALL DISTURBED GROUND IS ADEQUATELY VEGETATED.
6. LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE
APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD
TO ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE
MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL
REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT
CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN
ACCORDANCE WITH CITY STREET REPAIRS STANDARDS.
7. REFER TO LANDSCAPE TREE MITIGATION PLAN FOR TREE REMOVAL,
RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION
SHOWN FOR COORDINATION PURPOSES ONLY.
8. REFERENCE LANDSCAPE AND ARCHITECTURAL PLANS FOR
ADDITIONAL SITE DEMOLITION.
EOC EDGE OF CONCRETE
EX EXISTING
ESMT EASEMENT
F FIRE LINE
FES FLARED END SECTION
FF FINISHED FLOOR
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOWLINE
FO FIBER OPTIC
G GAS
GB GRADE BREAK
GF GARAGE FLOOR
GV GATE VALVE
HORZ HORIZONTAL
HDPE HIGH DENSITY POLYETHYLENE
HP HIGH POINT
IE IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
LA LANDSCAPE (PLAN/ACRH)
LF LINEAR FEET
LP LOW POINT
LT LEFT
MAX MAXIMUM
MC MOISTURE CONDITION
ME MATCH EXISTING
MEP MECHANICAL, ELECTRICAL,
PLUMBING ENGINEER
MH MANHOLE
MIN MINIMUM
N NORTH(ING)
NA NOT APPLICABLE
NHBZ NATURAL HABITAT BUFFER
ZONE
NTS NOT TO SCALE
OC ON CENTER
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
OHU OVERHEAD UTILITY
PE PEDESTRIAN EASEMENT
PC POINT OF CURVATURE
PCR POINT OF CURB RETURN
PKWY PARKWAY
PI POINT OF INTERSECTION
PL PROPERTY LINE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
RC RECOMPACT
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RE REFERENCE
ROW RIGHT-OF-WAY
RT RIGHT
SS SANITARY SEWER
STA STATION
SD STORM DRAIN PIPE
SDMH STORM DRAIN MANHOLE
SSMH SANITARY SEWER MANHOLE
SWMP STORMWATER MANAGEMENT
PLAN
T TELEPHONE
TB THRUST BLOCK
TBC TOP BACK OF CURB
TBV TO BE VACATED
TC TOP OF CONCRETE
TELE TELEPHONE
TEMP TEMPORARY
TF TOP OF FOUNDATION
TOS TOP OF STEP
TW TOP OF WALL
TYP TYPICAL
UE UTILITY EASEMENT
UGE UNDERGROUND ELECTRIC
UTIL UTILITY
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF
INTERSECTION
VPT VERTICAL POINT OF TANGENCY
W WATERLINE
WQCE WATER QUALITY CONTROL
ELEVATION
WM WATER METER
WSE WATER SURFACE ELEVATION
PROPOSED STREET LIGHT
PROPOSED STORM SEWER
EXISTING SANITARY SEWER MAIN
PROPOSED TELEPHONE LINE
EXISTING GAS
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING MANHOLE
PROPOSED STORM INLET
LEGEND
PROPOSED CONCRETE
PROPOSED MINOR CONTOUR
EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING UTILITY POLE
EXISTING GUY WIRE
PROPOSED GAS
EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED SANITARY SEWER MAIN
PROPOSED WATER MAIN
EXISTING CONCRETE
EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED FENCE
LIMITS OF CONSTRUCTION
EXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
PROPOSED WATER VALVE
PROPOSED MANHOLE
PROPOSED UTILITY POLE
EXISTING STREET LIGHT
PROPOSED SWALE
PROPOSED DIRECTION OF OVERLAND FLOW
PROPOSED EMERGENCY OVERFLOW ROUTE
EXISTING FIBER OPTIC LINE
PROPOSED HANDICAP RAMP
EXISTING OVERHEAD ELECTRIC LINE
EXISTING OVERHEAD TELEPHONE LINE
PROPOSED OVERHEAD ELECTRIC LINE
PROPOSED FIBER OPTIC LINE
PROPOSED OVERHEAD TELEPHONE LINE
EXISTING FENCE
PROPOSED WATER SERVICE W/
PROPOSED SANITARY SEWER SERVICE
CURB STOP AND METER PIT
W/ CLEANOUT
PROPOSED OVERHEAD UTILITY
PROPOSED LIGHT POLES
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PROJECT DATUM: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM)
CITY OF FORT COLLINS BENCHMARK #51-01
WEST SIDE OF TIMBERLINE ROAD AT THE NORTH END OF A BRIDGE OVER THE POUDRE RIVER
ON TOP OF THE PARAPET WALL APPROXIMATELY 0.2 MILES SOUTH OF THE SOUTH SIDE OF
WEST MULBERRY STREET.
ELEV= 4923.75
CITY OF FORT COLLINS BENCHMARK #8-02
ON THE SOUTHEAST CORNER OF THE INTERSECTION OF LEMAY AVENUE AND MULBERRY
STREET, IN THE CURB, ON THE SOUTHEAST SIDE OF A TRIANGULAR ISLAND THAT CONTAINS
THE TRAFFIC SIGNAL.
ELEV= 4936.08
PLEASE NOTE: THIS PLAN SET IS USING NGVD29 UNADJUSTED FOR A VERTICAL DATUM.
IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE,
THE FOLLOWING EQUATIONS SHOULD BE USED:
NAVD88 = 4923.75 (NGVD29 UNADJUSTED) + 3.18
NAVD88 = 4936.08 (NGVD29 UNADJUSTED) + 3.19
HORIZONTAL DATUM: COLORADO STATE PLAN COORDINATES NAD 83(2007) DATUM.
HORIZONTAL CONTROL BASED VRS.
UTILITY CONTACTS:
OWNER / DEVELOPER
Fort Collins Natural Areas
1745 Hoffman Mill Road
Fort Collins, CO 80524
Ph. 970.416.2815
ENGINEER
Interwest Consulting Group
1218 W. Ash, Suite A
Windsor, Colorado 80550
Ph. 970.674.3300
LANDSCAPE ARECHTIECT
Torrey Design Studio, LLC
2156 Meander Road
Windsor, CO 80550
Ph. 970.214.6314
SURVEYOR
King Surveyors
650 Garden Drive
Windsor, Colorado 80550
Ph. 970.686.5011
ARCHITECT
Architecture West, LLC
160 Palmer Drive
Fort Collins, CO 80525
Ph. 970.207.0424
LIGHT & POWER
City of Fort Collins Light & Power
Contact: JANET MCTAGUE
Ph.224.6154
STORMWATER,WATER & WASTEWATER
City of Fort Collins Utilities
700 Wood Street
Fort Collins, Colorado 80522
Contact: Shane Boyle
Ph. 970.221.6339
NATURAL GAS
Xcel Energy
1901 E. Horsetooth Road
Fort Collins, Colorado 80525
Contact: Stephanie Rich
Ph. 970.225.7828
TELEPHONE SERVICE
Century Link (Qwest)
3351 Eastbrook Drive
Fort Collins, Colorado 80525
Contact: Bill Johnson
Ph. 970.490.7501
CABLE SERVICE
Comcast
1201 University Dr.
Fort Collins, Colorado 80521
Contact: Don Kapperman
Ph. 970.567.0245
INDEMNIFICATION STATEMENT:
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR
CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY
THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE
LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE
CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT
QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES
REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON
AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL
ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE
REQUIRED DURING THE CONSTRUCTION PHASE.
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE
PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH
ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO
STANDARDS AND STATUTES, RESPECTIVELY, AND THAT I AM FULLY
RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS AND
RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS.
ROBERT ALMIRALL
P.E. NO. 33441
INDEX OF SHEETS
Sheet No. Description of Sheets
1 COVER SHEET
2 GENERAL NOTES
3 EXISTING CONDITIONS & DEMOLITION PLAN
4 HORIZONTAL CONTROL PLAN
5 FUTURE EXPANSION PLAN (FOR REFERENCE ONLY)
6 DRAINAGE & EROSION CONTROL PLAN
7 GRADING PLAN
8 UTILITY PLAN
9 - 10 DETAILS
B.S.
BD.
Beam
Bench Mark
Bottom Of
Bearing
Both Sides
Board
CAB'T.
CLG.
C.L.
C.M.U.
CONC.
COL.
CONT.
CPT.
C.T.
Cabinet
Ceiling
Centerline
Concrete Masonry Unit
Concrete
Column
Continuous
Carpet
Ceramic Tile
DBL.
DIA.
DIM.
D.L.
DRW'G.
DTL.
DWL.
Double
Diameter
Dimension
Dead Load
Drawing
Detail
Dowel
EA.
ELEC.
ELEV.
EXIST.
EXP.
EXT.
Each
Electrical
Elevation
Existing
Expansion
Exterior
F.D.
FDN.
F.E.
FIN. FLR.
FTG.
Floor Drain
Foundation
Fire Extinguisher
Finish Floor
Footing
GA.
GALV.
G.C.
G.D.
GL.
GR.
GYP. BD.
Gauge
Galvanized
General Contractor
Garbage Disposal
Glass
Grade
Gypsum Board
HDBD.
HDWD.
H.M.
H.B.
Hardboard
Hardwood
Hollow Metal
Hose Bibb
I.D.
INSUL.
INT.
Inside Diameter
Insulation
Interior
JAN.
JT.
JST.
Janitor
Joint
Joist
L.L. Live Load
MANF'R
MECH.
MET.
M.O.
MSRY.
MTL.
Manufacturer
Mechanical
Metal
Masonry Opening
Masonry
Material
N.I.C.
N.T.S.
Not in Contract
Not to Scale
O.C. O.D.
OPG.
OPP.
On Center
Outside Diameter
Opening
Opposite
PNT.
PL.
P.LAM
PLYWD.
Paint
Plate
Plastic Laminate
Plywood
Q.T. Quarry Tile
R.
R.D.
REINF.
REV.
RM.
R.O.
Riser
Roof Drain
Reinforced
Revision
Room
Rough Opening
SHTG.
SIM.
SPEC.
SST.
STD.
STL.
STG.
STRUCT.
Sheathing
Similar
Specification
Stainless Steel
Standard
Steel
Storage
Structural
T.
T. & B.
T. & G.
TEL.
T.O.
TYP.
Tread
Top & Bottom
Tongue & Groove
Telephone
Top Of
Typical
V.C.T. Vinyl Composition Tile
W/
W/O
WD.
W.W.F.
With
Without
Wood
Welded Wire Fabric
OWNER:
ARCHITECT:
CIVIL ENGINEER:
STRUCTURAL & GEO-TECHNICAL
ENGINEER:
MECHANICAL & PLUMBING
ENGINEER:
ELECTRICAL ENGINEER:
ARCHITECTURE WEST, L.L.C.
160 PALMER DR.
FORT COLLINS, COLORADO 80525
970-207-0424
CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL RD.
FORT COLLINS, CO, ZIP 80524
970-416-2400
INDEX OF SHEETS
NIX FARM NATURAL AREA
MAINTENANCE FACILITY
W1 SYSTEM NOTE 3 KEYNOTE
4 TOILET ACCESSORY NOTE FLOORING
C1
B1 BASE
ABBREVIATIONS SYMBOLS
JANUARY2017 JANUARY 16, 2017
INTERWEST CONSULTING GROUP
1218 W ASH ST.
WINDSOR, CO 80550
970-674-3300
CTL THOMPSON INC.
400 N LINK LN.
FORT COLLINS, CO 80524
970-206-9455
THE BALLARD GROUP INC.
4730 S. COLLEGE AVE.
FORT COLLINS, CO 80525
970-568-8762
SRB CONSULTING ENGINEERING, LLC
37127 CULLISON RIDGE RD.
SEVERENCE, CO 80550
970-686-1004
LANDSCAPE ARCHITECT:
TORREY DESIGN STUDIOS, LLC
2156 MEANDER RD
WINDSOR, CO 80550
970-214-6314
SHEET NO. SHEET NAME
0.0 COVER SHEET
CIVIL
C1 COVER SHEET
C2 GENERAL NOTES
C3 EXISTING CONDITIONS & DEMOLITION
PLAN
C4 HORIZONTAL CONTROL PLAN
C5 FUTURE EXPANSION PLAN
C6 DRAINAGE & ERIOSION CONTROL PLAN
C7 GRADING PLAN
C8 UTILITY PLAN
C9 DETAILS
C10 DETAILS
APPLICABLE CODES
PROJECT LOCATION:
FLOOR AREA ALLOWABLE:
TOTAL AREA:
BUILDING HEIGHT:
CONSTRUCTION TYPE:
OCCUPANCY GROUP:
OCCUPANCY LOAD:
EXITS REQUIRED/PROVIDED:
EGRESS WIDTH REQUIRED/
PROVIDED:
Construction to comply with the following codes as
amended:
2012 International Building Code (IBC)
2012 International Energy Conservation Code (IECC)
2012 International Mechanical Code (IMC)
2012 International Fuel Gas Code (IFGC)
2012 International Plumbing Code (IPC) as amended
by the State of Colorado
2014 National Electrical Code (NEC) as amended by
the State of Colorado
Accessibility: State Law CRS 9-5 & ICC/ANSI
A117.1-2009
2012 IECC Chapter 4 Commercial Provisions
Fort Collins Amendments 2/17/2014
CODE ANALYSIS
DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN CODE CHAP./SEC./TBL.
FORT COLLINS, COLORADO
26,000 S.F. ( S-2, NON - SEP. USES)
8,300 S.F.
25' - 0" ±
II - B, 5,000 S.F. MAX CONTAINMENT
B- BUSINESS (1:100 S.F.), S-2 SHOP/GARAGE
(1:200 S.F.), MECH'L (1:300 S.F)
62 OCCUPANTS
2 / 3
13" / 108"
PLANNING
PL0.1
PL1.1
PL2.1
PL2.2
E1.1
L.1
L.2
L.3
L.4
IR1.0
IR1.1
IR2.1
INTERIM CONDITION SITE PLAN
FUTURE EXPANSION
ELEVATIONS & PERSPECTIVES
RENDERINGS
SITE PHOTOMETRICS
PLANT LIST & PLANTING NOTES
PLANTING DETAILS / LANDSCAPE
DETAILS
TREE REMOVAL, PROTECTION AND
MITIGATION PLAN
LANDSCAPE PLAN
IRRIGATION NOTES
IRRIGATION PLAN
IRRIGATION DETIALS
SHEET NO. SHEET NAME
STRUCTURAL
S2.1 FOUNDATION PLAN
S2.2 GENERAL NOTES & DETAILS
MECHANICAL
M2.1 MAIN FLOOR HVAC PLAN -
MAINTENANCE BUILDING
M2.2 UPPER FLOOR HVAC PLAN -
MAINTENANCE BUILDING
M5.1 HVAC SCHEDULES
MD2.1 MAIN FLOOR HVAC DEMO PLAN -
MAINTENANCE BLDG.
MD2.2 UPPER FLOOR HVAC DEMO PLAN -
MAINTENANCE BLDG.
MP0.1 MECHANICAL GENERAL NOTES AND
LEGENDS
PLUMBING
P2.1 MAIN FLOOR PLBG. PLAN -
MAINTENANCE BLDG.
P2.2 UPPER FLOOR PLBG. PLAN -
MAINTENANCE BLDG.
P4.1 PLUMBING DETAILS
P5.1 PLUMBING SCHEDULES
PD2.1 MAIN FLOOR PLBG. DEMO PLAN -
MAINTENANCE BLDG.
PD2.2 UPPER FLOOR PLBG. DEMO PLAN -
MAINTENANCE BLDG.
ELECTRICAL
E0.1 NOTES, SCHEDULES & ONE-LINE
DIAGRAM
E1.2 LIGHTNG PLANS
E2.1 POWER PLANS
ARCHITECTURAL
A0.1 SITE PLAN
A1.1 CODE PLAN
A2.1 MAIN FLOOR PLAN
A2.2 ENLARGED FIRST FLOOR
A2.3 ENLARGED WEST SHOP ADDITION
A3.1 REFLECTED CEILING PLAN
A4.1 ROOF PLAN
A5.1 ELEVATIONS
A5.2 EXTERIOR RENDERINGS
A6.1 ENLARGED KITCHEN& ELEVATIONS
A6.2 ENLARGED LOCKER ROOMS
A6.3 ENLARGED RESTROOMS
A7.1 SECTIONS
A9.1 DOOR & WINDOW SCHEDULES
A9.2 ROOM SCHEDULE
A10.1 DEMOLITION PLAN- MAIN LEVEL
A10.2 EXISTING PHOTOS
A10.3 EXISTING PHOTOS
A10.4 EXISTING PHOTOS
A10.5 EXISTING PHOTOS
A10.6 EXISTING PHOTOS
Foundation anchor bolts shall conform to ASTM F1554, GR 36. Provide 16" embedment for 3
4" dia bolts.
Provide 6" embedment for 1
2" dia bolts (cast in place or expansion). Verify anchor bolts with metal building
mfr.
Concrete shall contain Type II cement, 6%+/-1% air entrainment, and a minimum 28 day compressive strength of
4000 psi for structural concrete, 3500 psi for interior slabs on grade, and 4500 psi exterior slabs on grade.
3,000 PSF
SEE
PLANS
PER PLAN
EQ EQ
12"
31
2"
(1) #5 BAR EACH CORNER
OF PILASTER W/ 12" HOOK
INTO FOOTING PAD
METAL BUILDING FRAME
BY OTHERS
RUN GRADE BEAM REINF.
CONT. THRU PILASTERS
ANCHOR BOLTS PER
GENERAL NOTES
CONC. SLAB PER PLAN W/ 1/2"
ISOLATION JOINT BETWEEN
SLAB & FOUNDATION
#3 BAR TIES @ 8" O.C.
CONC. PAD PER PLAN.
TO BEAR UPON NATIVE
SOILS
CONC. CROSS TIE PER DETAIL
C/S2, 12" HOOK BEYOND
ANCHOR BOLTS
36" MIN METAL BUILDING BY OTHERS
EXTERIOR GIRTS BY
OTHERS
A
S2
#3 BAR TIES AT 8" O.C.
1 #5 BAR EACH CORNER
RUN GRADE BEAM
REINF. CONT. THRU
PILASTERS TYPICAL PILASTER
REINFORCING
DIMENSION VARIES
(SEE PLAN)
DIMENSION
VARIES
(SEE PLAN)
2" CLR. TYP.
GENERAL NOTES
AND DETAILS
12"
8"
3 1
2"
6"
REINFORCE
SLAB PER
PLAN
CONCRETE CROSS TIE
WITH (3)-#5 BARS
CONTINUOUS.
PROVIDE 36" OVERLAP
AT SPLICES. HOOK TO
PILASTERS PER
DETAIL A/S2
6"
MIN.
CLIENT: PROJECT LOCATION:
D
ATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
CTL THOMPSON
CTL I THOMPSON INCORPORATED
400 North Link Lane
Fort Collins, CO 80524
P:970-206-9455
F:970-206-9441
www.ctlt.com
SHEET
I N C O R P O R A T E D
1-#4 BAR VERT. @ 24" (IN) O.C.
8" (IN) THICK CONCRETE WALL
WITH 2-#5 BARS TOP & BOTTOM
(6" (IN) MAX FROM T.O.W. OR
B.O.W.)
PROPERLY COMPACTED
BACKFILL
CONCRETE SLAB PER PLAN W/
1
2" ISOLATION JOINT
3
1
2" TO 6"
36" MIN
C
S2
F-26
F-50
1
4
3
2
ENLARGED PILASTER GEOMETRY
SEE METAL BUILDING SUPPLIER`S SHOP DRAWINGS FOR ANCHOR BOLT PATTERNS
F-30
F-60
CROSS TIE PER PLAN
METAL BUILDING
GRID LINES 3 & 4
WIND POST IS AT
GRIDLINES 3 & 4
WALL TO BEAR ON
UNDISTURBED SOIL
METAL BUILDING
CROSS TIE PER PLAN GRIDLINE B OR C
BY METAL BUILDING SUPPLIER (***
BUILDINGS, PROJECT NO. *** DATED ***)
PRIOR TO LOCATING, PLACING OR
CONSTRUCTING ANY FOUNDATION ELEMENT.
CONCRETE CROSS TIES,
SEE DETAIL C/S2
O.H. DOOR
BLOCKOUT,
VERIFY (TYP.)
O.H. DOOR
BLOCKOUT,
VERIFY (TYP.)
B
S2
CLIENT: PROJECT LOCATION:
D
ATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
CTL THOMPSON
CTL I THOMPSON INCORPORATED
400 North Link Lane
Fort Collins, CO 80524
P:970-206-9455
F:970-206-9441
www.ctlt.com
SHEET
I N C O R P O R A T E D
F-60
B
S2
A
S2
3
1
A
S2
S2
C
CONCRETE CROSS TIES,
SEE DETAIL C/S2
2
INDICATES PILASTER
GEOMETRY SHOWN ON S2
1
4" WIDE CONSTRUCTION
JOINT. JOINT DEPTH SHALL
BE 13
4". SEAL WITH JOINT
SEALANT.
REINFORCED CONCRETE
SLAB-ON-GRADE PER PLAN
4" MIN. BASE COURSE
OF CLEAN GRAVEL OR
CRUSHED STONE,
SLOPE FOUNDATION
SUBGRADE TO MATCH
SLOPE OF SLAB IN
ORDER TO MAINTAIN
SLAB THICKNESS
SURFACE SEALANT IF
REQUESTED BY OWNER.
SLAB AND CONTROL JOINT DETAIL
3" CLEAR
NOTE: PREPARE SUBGRADE PER
ORIGINAL SOILS REPORT
SOILS INFORMATION
REPORT NO. FC06039-125
DATE JUNE 8, 2016
SOILS REPORT BY CTL THOMPSON, INC.
RECOMMENDED SOIL BEARING PRESSURES:
MAX. 3,000
MIN. NONE
SPECIAL NOTES:
PSF
2
3 3
1
4
4
3
1 1
4
4
F-60
F-50
F-26
F-26
F-26
F-50 F-50 F-50
F-26
F-26
F-26 F-26
F-26
CONCRETE CROSS TIES,
SEE DETAIL C/S2
MAN DOOR
BLOCKOUT,
VERIFY (TYP.)
MAN DOOR
BLOCKOUT,
VERIFY (TYP.)
S2
B
S2
A
A
S2
B
S2
SLOPE FOR
DRAINAGE
2
SLOPE FOR
DRAINAGE
SLOPE FOR
DRAINAGE
SLOPE FOR
DRAINAGE
TYPICAL CONTROL
JOINT LOCATIONS.
S2
C
O.H. DOOR
BLOCKOUT,
VERIFY (TYP.)
O.H. DOOR
BLOCKOUT,
VERIFY (TYP.)
STEEL PORTAL
FRAME IN THIS BAY.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
A9.1
DOOR & WINDOW
SCHEDULES
12.22.16
SJS
BKT/ARE
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD,
FORT COLLINS, COLORADO 80524
NIX FARM NATURAL AREAS FACILITY
DOOR SCHEDULE
DOOR
MARK
DOOR SIZE DOOR FRAME FIRE
WIDTH HEIGHT THICKNESS MAT'L. FIN. TYPE MAT'L. FIN. RATING REMARKS HARDWARE
101A 3' - 0" 7' - 0" 1 3/4" H.M./GL PTD A H.M PTD INSULATED - HALF LIGHT, TEMPERED (TYP) 1
101B 20' - 0" 10' - 0" 2" P.F. MTL/GL (ALL OVERHEAD) PTD B MFGR P.F. (OVHD) HARDWARE PTD INSULATED 2
101C* 3' - 0" 7' - 0" 1 3/4" H.M./GL PTD A H.M PTD 45 MIN. INSULATED - HALF LIGHT, TEMPERED (TYP) 1
102A 20' - 0" 10' - 0" 2" P.F. MTL/GL (ALL OVERHEAD) PTD B MFGR P.F. (OVHD) HARDWARE PTD INSULATED 2
103A 3' - 0" 7' - 0" 1 3/4" H.M./GL PTD A H.M PTD INSULATED - HALF LIGHT, TEMPERED (TYP) 1
103B 20' - 0" 10' - 0" 2" P.F. MTL/GL (ALL OVERHEAD) PTD B MFGR P.F. (OVHD) HARDWARE PTD INSULATED 2
103C* 3' - 0" 7' - 0" 1 3/4" H.M./GL PTD A H.M PTD 45 MIN. INSULATED - HALF LIGHT, TEMPERED (TYP) 1
104A 20' - 0" 10' - 0" 2" P.F. MTL/GL (ALL OVERHEAD) PTD B MFGR P.F. (OVHD) HARDWARE PTD INSULATED 2
104B 3' - 0" 7' - 0" 1 3/4" H.M./GL PTD A H.M PTD INSULATED - HALF LIGHT, TEMPERED (TYP) 1
ROOM FINISH SCHEDULE
NO.
ROOM
NAME FLOOR BASE
NORTH WALL EAST WALL SOUTH WALL WEST WALL
MAT'L. FIN. MAT'L. FIN. MAT'L FIN. MAT'L FIN. CEILING HT. REMARKS LEVEL
101 BAY ONE CONC. WD 2X6 PFMLP PF PFM PFM PFM PF PFM PF PFMLP 12' / 14' ± INSULATED FLOOR (NORTH)
102 BAY TWO CONC. WD 2X6 PFMLP PF PFM PFM PFM PF NA PF PFMLP 12' / 14' ± INSULATED FLOOR (NORTH)
103 BAY THREE CONC. WD 2X6 PFMLP PF NA NA PFM PF PFM PF PFMLP 12' / 14' ± INSULATED FLOOR (NORTH)
104 BAY FOUR CONC. WD 2X6 PFMLP PF PFM PFM PFM PF PFM PF PFMLP 12' / 14' ± INSULATED FLOOR (NORTH)
FINISH ABBREVIATIONS
ALUM ALUMINUM
CONC CONCRETE
GL GLAZING
GYP GYPSUM BOARD
H.M. HOLLOW METAL
MFGR MANUFACTURER
MTL METAL
OVHD. OVERHEAD
PFM PRE-FINISHED METAL
PFML
P
PRE-FINISHED METAL LINER
PANEL
PTD PAINTED
REINF. REINFORCED
WD WOOD
TYPE MARK WWWWIIIIDDDDTTTTHHHH HHHHEEEEIIIIGGGGHHHHTTTT MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRR
WINDOWSIZE WINDOW SIZE
WINDOWSCHEDULE WINDOW SCHEDULE
FRAMEMATERIAL FRAME MATERIAL INSULATEDGALZING INSULATED GALZING
A 20' - 0" 2' - 6" P.F. ALUMINUM
FRAMEFINISH FRAME FINISH
INSULATED GLAZING
INSULATED P.F METAL
TBD P.F. ALUMINUM 1"
INSULATED
SLOPE
DOWN
METAL/
CONCRETE
BOLLARD
103B
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
A5.2
SECTIONS - WALL
12.22.16
SJS
BKT/ARE
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD,
FORT COLLINS, COLORADO 80524
NIX FARM NATURAL AREAS FACILITY
COORDINATE ALL MECHANICAL,
ELECTRICAL, PLUMBING, & FIRE
PROTECTION
COORDINATE ALL MECHANICAL,
ELECTRICAL, PLUMBING, & FIRE
PROTECTION
A5.2 1/2" = 1'-0"
2 NORTH WALL SECTION
METAL/CONCRETE
BOLLARD
CONCRETE PIPE PIER
TRANSOM WINDOW
OVERHEAD GARAGE DOOR
INSULATED METAL PANEL
REINFORCED CONCRETE
FOOTINGS & FOUNDATIONS
(REF: STRUCT'L)
5" REINFORCED CONCRETE
SLAB ON 4" GRAVEL BASE
CONT. 1/2" EXPANSION JT.
OVERHANG SUPPORT
P.F. STANDING SEAM
INSULATED METAL ROOF
PEMB STRUCTURE
TRANSOM WINDOW
MECHANICAL LOUVER
(COORDINATE WITH
MECHANICAL)
C1
R1
R1
C1
F1
P1
F1
KEY NOTES
NO. DESCRIPTION
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATION (REF:
STRUCT'L)
3.02 STEEL/CONCRETE BOLLARDS (TYP.)
5.01 PRE-FINISHED METAL FLASHING, TRIM, EAVE/FASCIA,
GUTTERS, & DOWNSPOUTS (REF: PEMB)
5.02 PRE-FINISHED METAL LINER
8.01 ADA ACCESIBLE ENTRY (COORD. W/ MECH'L)
13.06 FUTURE PHOTOVOLTAIC PANELS (VERIFY AND COORD.)
16.01 LIGHTING (REF: ELECT'L)
23.01 ROOF PENETRATION (REF: MECH'L)
23.05 WALL LOUVERS - (REF: MECHANICAL)
26.01 MECHANICAL LOUVERS (COORD. WITH MECH'L)
26.02 MECHANICAL HEATING (REF:MECH'L)
26.03 MECHANICAL EXHAUST PLANS (REF:MECH'L)
1" SAND BED
CONT. 2" R-10 X 4'-0" D. RIGID
INSULATION (TYP.)
DOWNSPOUT
115'-6"±
F.V.
A5.2 1/2" = 1'-0"
1 SOUTH WALL SECTION
A5.2 1" = 1'-0"
4 SOUTH FOUNDATION WALL
REINFORCED CONCRETE
FOOTINGS & FOUNDATIONS
(REF: STRUCT'L)
5" REINFORCED CONCRETE SLAB
CONTINUOUS 1/2" EXPANSION JOINT
1" SAND BED
2" R-10 X 4'-0" D. RIGID INSULATION
4" GRAVEL BASE
INSULATED P.F. METAL PANEL
DOWNSPOUT
P.F. METAL
FLASHING/FASCIA
TRANSOM WINDOW
OVERHANG SUPPORT
INSULATED STANDING
SEAM METAL ROOF
P.F.M. L.P.
A5.2 1" = 1'-0"
5 ROOF CONNECTION
A5.2 1" = 1'-0"
3 WALL DETAILS
P.F.M. FLASHING
TREATED 2X6 BASE
P.F.M. FLASHING
P.F.M. L.P.
4" GRAVEL BASE
100' - 0"
T.O. ROOF
115' - 6"
C B A
LOW EAVE HT
113' - 0"
FLOOR (SOUTH)
100' - 6"
1
A5.1
D
104B
F1 P1
R1
W1
W1
3.02
104A
.
2' - 10"
BAY FOUR
104
HVAC
4' - 0"
13.06
5.01
SLOPE DOWN
FLOOR (NORTH)
100' - 0"
A B C
LOW EAVE HT
113' - 0"
FLOOR (SOUTH)
100' - 6"
1
A5.1 D
R1
W1
W1
A
A
3.02
P1
103B
13.06
A5.2
2
2' - 10" 4' - 10"
A5.2
1
HVAC
101C*
2' - . 0"
SLOPE DN
26.02
5.01
SYSTEMNOTES SYSTEM NOTES--CCCCEEEEIIIILLLLIIIINNNNGGGGSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
C1 EXPOSED PEMB STEEL STRUCTURE AND PRE-FINISHED
METAL LINER PANEL INTERIOR
C2 EXPOSED PEMB STEEL STRUCTURE AND PRE-FINISHED
METAL SOFFIT
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
A5.1
SECTIONS - BUILDING
12.22.16
SJS
BKT/ARE
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD,
FORT COLLINS, COLORADO 80524
NIX FARM NATURAL AREAS FACILITY
KEY NOTES
NO. DESCRIPTION
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATION (REF:
STRUCT'L)
3.02 STEEL/CONCRETE BOLLARDS (TYP.)
5.01 PRE-FINISHED METAL FLASHING, TRIM, EAVE/FASCIA,
GUTTERS, & DOWNSPOUTS (REF: PEMB)
5.02 PRE-FINISHED METAL LINER
8.01 ADA ACCESIBLE ENTRY (COORD. W/ MECH'L)
13.06 FUTURE PHOTOVOLTAIC PANELS (VERIFY AND COORD.)
16.01 LIGHTING (REF: ELECT'L)
23.01 ROOF PENETRATION (REF: MECH'L)
23.05 WALL LOUVERS - (REF: MECHANICAL)
26.01 MECHANICAL LOUVERS (COORD. WITH MECH'L)
26.02 MECHANICAL HEATING (REF:MECH'L)
26.03 MECHANICAL EXHAUST PLANS (REF:MECH'L)
A5.1 3/16" = 1'-0"
1 WEST-EAST BUILDING SECTION
A5.1 3/16" = 1'-0"
3 S - N BUILDING SECTION
A5.1 3/16" = 1'-0"
2 N - S BUILDING SECTION
F1
COORDINATE ALL MECHANICAL,
ELECTRICAL, PLUMBING, & FIRE
PROTECTION
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
A4.1
ROOF PLANS
12.22.16
SJS
BKT/ARE
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD,
FORT COLLINS, COLORADO 80524
NIX FARM NATURAL AREAS FACILITY
NORTH
KEY NOTES
NO. DESCRIPTION
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATION (REF:
STRUCT'L)
3.02 STEEL/CONCRETE BOLLARDS (TYP.)
5.01 PRE-FINISHED METAL FLASHING, TRIM, EAVE/FASCIA,
GUTTERS, & DOWNSPOUTS (REF: PEMB)
5.02 PRE-FINISHED METAL LINER
8.01 ADA ACCESIBLE ENTRY (COORD. W/ MECH'L)
13.06 FUTURE PHOTOVOLTAIC PANELS (VERIFY AND COORD.)
16.01 LIGHTING (REF: ELECT'L)
23.01 ROOF PENETRATION (REF: MECH'L)
23.05 WALL LOUVERS - (REF: MECHANICAL)
26.01 MECHANICAL LOUVERS (COORD. WITH MECH'L)
26.02 MECHANICAL HEATING (REF:MECH'L)
26.03 MECHANICAL EXHAUST PLANS (REF:MECH'L)
A4.1 3/16" = 1'-0"
1 ROOF PLAN
COORDINATE ALL MECHANICAL,
ELECTRICAL, & PLUMBING
SYSTEMNOTES SYSTEM NOTES--ROOFS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
R1 PRE-FINISHED STANDING SEAM METAL ROOF PANEL OVER
PEMB STRUCTURE WITH VINYL-FACED BATT INSULATION
(R-19 + R-30)
S1 P.F.M. SOFFIT
SYSTEMNOTES SYSTEM NOTES--WWWWAAAALLLLLLLLSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
W1 PEMB METAL BUILDING CONSTRUCTION, EXTERIOR
PRE-FINISHED METAL INSULATED PANEL SIDING (R-14),
ON METAL GIRT FRAMING WITH 9" (R-30) VINYL BATT
INSULATION AND PRE-FINISHED METAL LINER PANEL
INTERIOR FINISH, (FULL-HEIGHT)
ONE HOUR RATED 6" METAL STUD WALLS WITH 6" (R-19)
BATT INSULATION AND P.F. METAL LINER PANEL FINISH,
(FULL-HEIGHT) AND 5/8" G.B./E.S.
W2
REINFORCED CONCRETE FOUNDATION WALL, (REF:
STRUCTURAL)
W3
SYSTEMNOTES SYSTEM NOTES--FLOORS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
F1 5" REINFORCED CONCRETE SLAB ON 4" GRAVEL BASE
P1 EXISTING ASPHALT PAVEMENT, TO REMAIN
P2 6" REINFORCED CONCRETE PAVEMENT ON COMPACTED
SOILS, (REF: GEO-TECH.)
P3 5" ASPHALT PAVEMENT OVER 6" BASE AND COMPACTED
SOILS, (REF: GEO-TECH.)
SYSTEMNOTES SYSTEM NOTES--CCCCEEEEIIIILLLLIIIINNNNGGGGSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
C1 EXPOSED PEMB STEEL STRUCTURE AND PRE-FINISHED
METAL LINER PANEL INTERIOR
C2 EXPOSED PEMB STEEL STRUCTURE AND PRE-FINISHED
METAL SOFFIT
2 1
103B 104A
W1
A A
R1
115'-6"
T.O. EAVE
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
A3.1
ELEVATIONS
12.22.16
SJS
BKT/ARE
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD,
FORT COLLINS, COLORADO 80524
NIX FARM NATURAL AREAS FACILITY
A3.1 1/8" = 1'-0"
2 WEST ELEVATION
A3.1 1/8" = 1'-0"
1 EAST ELEVATION
A3.1 1/8" = 1'-0"
3 SOUTH ELEVATION
A3.1 1/8" = 1'-0"
4 NORTH ELEVATION
A3.1
7 NORTH-WEST VIEW
A3.1
6 SOUTH-EAST VIEW
KEY NOTES
NO. DESCRIPTION
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATION (REF:
STRUCT'L)
3.02 STEEL/CONCRETE BOLLARDS (TYP.)
5.01 PRE-FINISHED METAL FLASHING, TRIM, EAVE/FASCIA,
GUTTERS, & DOWNSPOUTS (REF: PEMB)
5.02 PRE-FINISHED METAL LINER
8.01 ADA ACCESIBLE ENTRY (COORD. W/ MECH'L)
13.06 FUTURE PHOTOVOLTAIC PANELS (VERIFY AND COORD.)
16.01 LIGHTING (REF: ELECT'L)
23.01 ROOF PENETRATION (REF: MECH'L)
23.05 WALL LOUVERS - (REF: MECHANICAL)
26.01 MECHANICAL LOUVERS (COORD. WITH MECH'L)
26.02 MECHANICAL HEATING (REF:MECH'L)
26.03 MECHANICAL EXHAUST PLANS (REF:MECH'L)
R1
A3.1 1/4" = 1'-0"
5 PARTIAL NORTH ELEVATION
3.02
3.02
3.02 3.02
3.02
3.02
3.02
16.01
16.01
16.01
16.01
3.01 3.01
3.01 3.01 3.01
3.01
3.01
3.01
COORDINATE ALL MECHANICAL,
ELECTRICAL, & PLUMBING
INSULATED GLAZING / METAL
GARAGE DOOR
STEEL/CONCRETE 48"H BOLLARDS, (TYP.)
NEW 6" REINFORCED CONCRETE
REINFORCED CONCRETE
FOOTING & FOUNDATION
(REF: STRL.)
3.01 3.01
TRANSOM CLERESTORY
INSULATED M.W. PANEL
DOWN
NORTH
26.01
26.01
26.01
26.01
26.01
16' - 8" 16' - 8" 16' - 8"
50' - 0"
3' - 4"
3' - 8 61/256"
ONE - HOUR
ONE - HOUR
SYSTEMNOTES SYSTEM NOTES--WWWWAAAALLLLLLLLSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
W1 PEMB METAL BUILDING CONSTRUCTION, EXTERIOR
PRE-FINISHED METAL INSULATED PANEL SIDING (R-14),
ON METAL GIRT FRAMING WITH 9" (R-30) VINYL BATT
INSULATION AND PRE-FINISHED METAL LINER PANEL
INTERIOR FINISH, (FULL-HEIGHT)
ONE HOUR RATED 6" METAL STUD WALLS WITH 6" (R-19)
BATT INSULATION AND P.F. METAL LINER PANEL FINISH,
(FULL-HEIGHT) AND 5/8" G.B./E.S.
W2
REINFORCED CONCRETE FOUNDATION WALL, (REF:
STRUCTURAL)
W3
5
4
3
2
1
A B C D
2
A5.1
2
A5.1
C1
C1
C1
C1
A
A
A
A
26.01
HEATING
REF:MECH'L
FUT.
MECH'L
EXH.
COORD.
OVHD. DOOR
OPERATOR
& MECH'L
DUCTWORK
16.01
SYSTEMNOTES SYSTEM NOTES--CCCCEEEEIIIILLLLIIIINNNNGGGGSSSS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
C1 EXPOSED PEMB STEEL STRUCTURE AND PRE-FINISHED
METAL LINER PANEL INTERIOR
C2 EXPOSED PEMB STEEL STRUCTURE AND PRE-FINISHED
METAL SOFFIT
SYSTEMNOTES SYSTEM NOTES--FLOORS
DDDDEEEESSSSIIIIGGGGNNNNAAAATTTTIIIIOOOONNNN DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN
F1 5" REINFORCED CONCRETE SLAB ON 4" GRAVEL BASE
P1 EXISTING ASPHALT PAVEMENT, TO REMAIN
P2 6" REINFORCED CONCRETE PAVEMENT ON COMPACTED
SOILS, (REF: GEO-TECH.)
P3 5" ASPHALT PAVEMENT OVER 6" BASE AND COMPACTED
SOILS, (REF: GEO-TECH.)
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
A2.1
FLOOR & REFLECTED
CEILING PLAN
12.22.16
SJS
BKT/ARE
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD,
FORT COLLINS, COLORADO 80524
NIX FARM NATURAL AREAS FACILITY
A2.1 3/16" = 1'-0"
1 FLOOR PLAN
KEY NOTES
NO. DESCRIPTION
3.01 REINFORCED CONCRETE FOOTINGS & FOUNDATION (REF:
STRUCT'L)
3.02 STEEL/CONCRETE BOLLARDS (TYP.)
5.01 PRE-FINISHED METAL FLASHING, TRIM, EAVE/FASCIA,
GUTTERS, & DOWNSPOUTS (REF: PEMB)
5.02 PRE-FINISHED METAL LINER
8.01 ADA ACCESIBLE ENTRY (COORD. W/ MECH'L)
13.06 FUTURE PHOTOVOLTAIC PANELS (VERIFY AND COORD.)
16.01 LIGHTING (REF: ELECT'L)
23.01 ROOF PENETRATION (REF: MECH'L)
23.05 WALL LOUVERS - (REF: MECHANICAL)
26.01 MECHANICAL LOUVERS (COORD. WITH MECH'L)
26.02 MECHANICAL HEATING (REF:MECH'L)
26.03 MECHANICAL EXHAUST PLANS (REF:MECH'L)
COORDINATE ALL MECHANICAL,
ELECTRICAL, & PLUMBING
A2.1 3/16" = 1'-0"
2 REFLECTED CEILING PLAN
SURVEY
KING SURVEYING
NO. 2012625-A
MAY 25. 2016
SOILS/GEO-TECH
CTL THOMPSON
PROJECT NO. FC06039.002-125
JUNE 8, 2016
REFERENCEDOCUMENTS REFERENCE DOCUMENTS
COORDINATE ALL MECHANICAL,
ELECTRICAL, & PLUMBING
FUT.
MECH'L
FUT.
MECH'L
FUT.
MECH'L
FUT.
MECH'L
MECH'L
LOUVER (TYP.)
REF: MECH'L
60 MIN
RATED
60 MIN
RATED
1. FLOOR & CEILING RUNNER CHANNELS (NOT SHOWN)
2. METAL GIRTS (REF: PEMB)
3. P.F. METAL LINER PANEL
4. 9" (R-30) BATT INSULATION
5. 2" P.F. METAL INSULATED PANEL SYSTEM
2
5
3
4
VARIES 2"
1. FLOOR & CEILING RUNNER CHANNELS (NOT SHOWN)
2. 6" METAL STUD WALLS
3. 6" (R-30) VINYL BATT INSULATION
4. P.F. METAL LINER PANEL TO 7'-0" AFF. (B.S.)
5. 5/8" GYP.BD. TYPE X (B.S.)
2222 4444
3333
6" 5/8"
5555 4444
5555
SHEET NUMBER
SHEET NAME
ISSUE DATE
REVISIONS
CHECKED BY
JOB NUMBER
DRAWN BY
THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO
COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK'
UNDER THE COPYRIGHT PROTECTION ACT OF 1990.
- ALL CONSTRUCTION SHALL CONFORM TO CURRENT
UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE
CODES.
- DO NOT SCALE DRAWINGS FOR DIMENSIONS.
CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL
OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE
RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL
OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES,
CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS
REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS.
ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO
THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY
RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN
HOLDERS OR OTHERS.
A1.1
CODE PLAN
12.22.16
SJS
BKT/ARE
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD,
FORT COLLINS, COLORADO 80524
NIX FARM NATURAL AREAS FACILITY
A1.1 1/8" = 1'-0"
2 CODE PLAN
NORTH
COORDINATE ALL MECHANICAL,
ELECTRICAL, PLUMBING, & FIRE
PROTECTION
W1 - METAL STUD WALL
1 1/2" = 1' - 0"
W2 - P.F.METAL INSULATED
WALL PANEL SYSTEM
1 1/2" = 1' - 0"
APPLICABLE CODES
PROJECT LOCATION:
BUILDING:
FLOOR AREA ALLOWABLE:
TOTAL AREA:
BUILDING HEIGHT:
CONSTRUCTION TYPE:
OCCUPANCY GROUP:
OCCUPANCY LOAD:
EXITS REQUIRED/PROVIDED:
EGRESS WIDTH REQUIRED/
Construction to comply with the following codes as
amended:
2012 International Building Code (IBC)
2012 International Energy Conservation Code (IECC)
2012 International Mechanical Code (IMC)
2012 International Fuel Gas Code (IFGC)
2012 International Plumbing Code (IPC) as amended
by the State of Colorado
2014 National Electrical Code (NEC) as amended by
the State of Colorado
Accessibility: State Law CRS 9-5 & ICC/ANSI
A117.1-2009
2012 IECC Chapter 4 Commercial Provisions
Fort Collins Amendments 2/17/2014
FORT COLLINS ,COLORADO
GARAGE FACILITY
26,000 S.F.
5,000 S.F.
17' - 0" ±
II-B, 5,000 S.F. MAX CONTAINMENT
S-2 GARAGE/SHOP 1:200
21 OCCUPANTS
1 / 3
5" / 108"
ONE-HOUR
GENERAL NOTES
8 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
NOTES:
1. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER
AND WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE
STANDARDS SET FORTH IN THE CITY OF FORT COLLINS WATER AND
WASTEWATER DEVELOPMENT STANDARDS.
2. FIRE HYDRANT WATER MAINS SHALL BE DUCTILE IRON PIPE. ALL FITTINGS
SHALL BE FULLY RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR
APPROVED EQUAL).
3. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER.
4. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5'
AND A MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED.
5. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE
PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
6. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE
WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
7. STORM PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP) BEDDED PER
STANDARDS. RCP SHALL HAVE FLEXIBLE GASKET MATERIAL (WATER TIGHT
RUBBER GASKETS) CONFORMING TO ASTM C443 AND TYPE 4-G BELL
SPIGOT JOINTS.
8. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE
APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
9. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER
OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE
LENGTHS.
10. ADJUST ALL EXISTING UTILITY MANHOLES, VALVE COVERS, ETC TO WITHIN
LIMITS OF NEW WORK TO FINISHED GRADE.
11. TRENCH DRAIN SHALL BE 8" WIDE SLOPED CHANNEL ACO POWERDRAIN
S200K WITH LOAD CLASS F (4-BOLT SLOTTED) GRATE. GRATE TO BE
SECURED USING '4-BOLT' LOCKING MECHANISM. PROVIDE IN-LINE CATCH
BASIN (SK2-902D) AT DOWNSTREAM END OF TRENCH DRAIN WITH
REMOVABLE TRASH BUCKET. TRENCH DRAIN INVERTS ARE ESTIMATED AND
TO BE VERIFIED IN THE FIELD.
FORT COLLINS, CO 80524
PH: 970.416.2815
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
NOTES:
1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION
CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION.
2. ALL MANHOLE RIM AND STORM DRAIN INLET GRATES SHALL BE
ADJUSTED TO FINAL GRADES CONFIRMED IN THE FIELD.
3. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL
ENGINEER RECOMMENDATIONS.
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
50'
50 25 50 100
SCALE: 1" =
LEGEND
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN
BOUNDARY
DRAINAGE BASIN
FLOW PATH
INLET PROTECTION
CONSTRUCTION ENTRANCE
W/ VEHICLE TRACKING CONTROL
SEDIMENT CONTROL LOG
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
CONCRETE WASHOUT AREA
NOTES
1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY
EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT
ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION
AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN
PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL
DISTURBED GROUND IS ADEQUATELY VEGETATED WITH
OWNER'S APPROVAL FOR REMOVAL.
2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE
OBSERVED AND ADJUSTED AS NEEDED DURING
CONSTRUCTION BASED ON SITE CONDITIONS AND THE
PERFORMANCE OF THE EROSION CONTROL CONTROL
MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION
CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION.
3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL
BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS
NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK.
ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED &
MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION
POTENTIAL AND SOIL MIGRATION.
4. STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND
SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION
COMMENCEMENT.
5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND
DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND
NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND
MULCHED PER LCUASS STANDARDS.
6. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING,
INCLUDING BUT NOT LIMITED TO SLOPED AREAS.
7. FOLLOW MANUFACTURER RECOMMENDATIONS FOR THE
INSTALLATION OF SCOURSTOP. IT IS RECOMMENDED THAT THE
SCOURSTOP BE PLACED OVER SEEDED NA GREEN S150 (TEMP
TURF REINFORCEMENT MAT) AND DOWNSTREAM TO PROTECT
THE SOILS PRIOR TO VEGETATION BEING WELL ESTABLISHED.
8. REFERENCE SHEET 10 FOR EROSION CONTROL DETAILS.
CoFC Standard erosion and sediment control notes:
1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL
INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO
ANY CONSTRUCTION ON THIS SITE.
2. ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND
DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC).
ALL REQUIRED EROSION CONTROL MEASURES MUST BE
INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION
SEQUENCE AS INDICATED IN THE APPROVED PROJECT
SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL
REPORT.
3. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND
RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE
OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA
REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND
FOR THE SHORTEST PRACTICAL PERIOD OF TIME.
4. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY
(STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING,
FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY
RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH,
VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS
INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET
RIGHTS OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING
ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED
TEMPORARY OR PERMANENT EROSION CONTROL (E.G.
SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS
OTHERWISE APPROVED BY THE STORMWATER DEPARTMENT.
5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL
TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT
WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES
SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST
IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY
ENGINEERING DEPARTMENT.
6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES
MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS
NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS
IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR
INTENDED FUNCTION. ALL RETAINED SEDIMENTS,
PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL
BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION
SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY.
7. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT.
ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT
TRANSPORT BY SURFACE ROUGHENING, WATERING, AND
PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING
AFTER 30 DAYS SHALL BE SEEDED AND MULCHED.
8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR
DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY
STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT
DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE
CONTRACTOR.
FLOW CONTROL PLATE
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
FUTURE EXPANSION PLAN
03/02/17
1" = 30'
N/A
JTC
RA
1276-195-00
5 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
NOTE:
1. IMPROVEMENTS ASSOCIATED WITH THE FUTURE SITE AND BUILDING
EXPANSION ARE SUBJECT TO THE APPROPRIATE APPROVAL PROCESS
AND HAVE NOT BEEN APPROVED WITH THIS DEVELOPMENT PLAN.
2. FIRE ACCESS AND WATER SUPPLY IMPROVEMENTS (COMPLETION OF
WATER MAIN LOOP ALONG HOFFMAN MILL ROAD AND POTENTIAL
ADDITIONAL FIRE HYDRANTS) WILL BE REQUIRED AS SITE CONTINUES
TO DEVELOP.
3. THE SECONDARY POINT OF ACCESS TO TIMBERLINE ROAD WILL NEED
TO BE IMPROVED AT A FUTURE DATE, BUT NO LATER THAN AT SUCH
TIME AS PERMITTING OF BUILDINGS C, D, H, & I. AT THAT TIME, THE
WIDTH AND SURFACE OF THE ROAD SHALL BE IMPROVED TO CURRENT
FIRE LANE STANDARDS TO THE BEST EXTENT POSSIBLE, OR AS SITE
CONSTRAINTS AND TERRAIN ALLOW. ANY DEVIATION TO SET
STANDARDS WILL REQUIRE APPROVAL OF THE FIRE MARSHAL.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
HORIZONTAL CONTROL PLAN
03/02/17
1" = 30'
N/A
JTC
RA
1276-195-00
4 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
NOTES:
1. VERIFY BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION
2. ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE
GEOTECHNICAL REPORT FOR THE SITE.
3. ALL WORK SHALL CONFORM TO THE CITY OF FORT COLLINS
CONSTRUCTION SPECIFICATIONS AND STANDARDS.
4. COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND
SITE FEATURES WITH ARCH AND LANDSCAPE.
5. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO
INSTALLATION OF STRIPING OR MARKING.
6. FINAL STRIPING AND SYMBOL LOCATIONS SHALL BE FIELD
COORDINATED WITH OWNER.
NOTE: ADD KNOX BOX AND
LOCK AT EXISTING FIRE
ACCESS GATE ADJACENT
TO TIMBERLINE ROAD
LIGHT DUTY ASPHALT
PAVEMENT
HEAVY DUTY CONCRETE
PAVEMENT
HEAVY DUTY ASPHALT
PAVEMENT
LEGEND
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
APPROX LIMITS OF SAWCUT LINE
DEMO UTILITIES / FENCE / ETC
DEMO STRUCTURE/UTILITY/
LIGHT/ ETC
DEMO ASPHALT / CONCRETE
TREE REMOVAL/RELOCATION
(RE: LA)
PROTECT EXISTING TREE
(RE: LA)
LEGEND NOTES:
1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED
FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD
MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE OTHER
UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST
IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR
SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN
THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE
CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF
CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF ANY
CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR
COMPLETENESS SHOWN.
2. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION,
SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING,
ETC. WITH OWNER, ARCHITECT, AND RELEVANT CONSTRUCTION
AND/OR PHASING PLANS. ADDITIONAL DEMOTION OF PAVING, TREES,
UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED.
3. CONTRACTOR RESPONSIBLE FOR ALL SURFACE
REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, PAVEMENT,
CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK.
REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT
COLLINS STANDARDS AT CONTRACTOR EXPENSE.
4. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND
REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE
NEAREST JOINT.
5. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL
MEASURES DURING CONSTRUCTION. PLACE EROSION CONTROL
PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM
FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION
SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND
ALL DISTURBED GROUND IS ADEQUATELY VEGETATED.
6. LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE
APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD
TO ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE
MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL
REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT
CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN
ACCORDANCE WITH CITY STREET REPAIRS STANDARDS.
7. REFER TO LANDSCAPE TREE MITIGATION PLAN FOR TREE REMOVAL,
RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION
SHOWN FOR COORDINATION PURPOSES ONLY.
8. REFERENCE LANDSCAPE AND ARCHITECTURAL PLANS FOR
ADDITIONAL SITE DEMOLITION.
EOC EDGE OF CONCRETE
EX EXISTING
ESMT EASEMENT
F FIRE LINE
FES FLARED END SECTION
FF FINISHED FLOOR
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOWLINE
FO FIBER OPTIC
G GAS
GB GRADE BREAK
GF GARAGE FLOOR
GV GATE VALVE
HORZ HORIZONTAL
HDPE HIGH DENSITY POLYETHYLENE
HP HIGH POINT
IE IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
LA LANDSCAPE (PLAN/ACRH)
LF LINEAR FEET
LP LOW POINT
LT LEFT
MAX MAXIMUM
MC MOISTURE CONDITION
ME MATCH EXISTING
MEP MECHANICAL, ELECTRICAL,
PLUMBING ENGINEER
MH MANHOLE
MIN MINIMUM
N NORTH(ING)
NA NOT APPLICABLE
NHBZ NATURAL HABITAT BUFFER
ZONE
NTS NOT TO SCALE
OC ON CENTER
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
OHU OVERHEAD UTILITY
PE PEDESTRIAN EASEMENT
PC POINT OF CURVATURE
PCR POINT OF CURB RETURN
PKWY PARKWAY
PI POINT OF INTERSECTION
PL PROPERTY LINE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
RC RECOMPACT
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RE REFERENCE
ROW RIGHT-OF-WAY
RT RIGHT
SS SANITARY SEWER
STA STATION
SD STORM DRAIN PIPE
SDMH STORM DRAIN MANHOLE
SSMH SANITARY SEWER MANHOLE
SWMP STORMWATER MANAGEMENT
PLAN
T TELEPHONE
TB THRUST BLOCK
TBC TOP BACK OF CURB
TBV TO BE VACATED
TC TOP OF CONCRETE
TELE TELEPHONE
TEMP TEMPORARY
TF TOP OF FOUNDATION
TOS TOP OF STEP
TW TOP OF WALL
TYP TYPICAL
UE UTILITY EASEMENT
UGE UNDERGROUND ELECTRIC
UTIL UTILITY
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF
INTERSECTION
VPT VERTICAL POINT OF TANGENCY
W WATERLINE
WQCE WATER QUALITY CONTROL
ELEVATION
WM WATER METER
WSE WATER SURFACE ELEVATION
PROPOSED STREET LIGHT
PROPOSED STORM SEWER
EXISTING SANITARY SEWER MAIN
PROPOSED TELEPHONE LINE
EXISTING GAS
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING MANHOLE
PROPOSED STORM INLET
LEGEND
PROPOSED CONCRETE
PROPOSED MINOR CONTOUR
EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING UTILITY POLE
EXISTING GUY WIRE
PROPOSED GAS
EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED SANITARY SEWER MAIN
PROPOSED WATER MAIN
EXISTING CONCRETE
EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED FENCE
LIMITS OF CONSTRUCTION
EXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
PROPOSED WATER VALVE
PROPOSED MANHOLE
PROPOSED UTILITY POLE
EXISTING STREET LIGHT
PROPOSED SWALE
PROPOSED DIRECTION OF OVERLAND FLOW
PROPOSED EMERGENCY OVERFLOW ROUTE
EXISTING FIBER OPTIC LINE
PROPOSED HANDICAP RAMP
EXISTING OVERHEAD ELECTRIC LINE
EXISTING OVERHEAD TELEPHONE LINE
PROPOSED OVERHEAD ELECTRIC LINE
PROPOSED FIBER OPTIC LINE
PROPOSED OVERHEAD TELEPHONE LINE
EXISTING FENCE
PROPOSED WATER SERVICE W/
PROPOSED SANITARY SEWER SERVICE
CURB STOP AND METER PIT
W/ CLEANOUT
PROPOSED OVERHEAD UTILITY
PROPOSED LIGHT POLES
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PROJECT DATUM: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM)
CITY OF FORT COLLINS BENCHMARK #51-01
WEST SIDE OF TIMBERLINE ROAD AT THE NORTH END OF A BRIDGE OVER THE POUDRE RIVER
ON TOP OF THE PARAPET WALL APPROXIMATELY 0.2 MILES SOUTH OF THE SOUTH SIDE OF
WEST MULBERRY STREET.
ELEV= 4923.75
CITY OF FORT COLLINS BENCHMARK #8-02
ON THE SOUTHEAST CORNER OF THE INTERSECTION OF LEMAY AVENUE AND MULBERRY
STREET, IN THE CURB, ON THE SOUTHEAST SIDE OF A TRIANGULAR ISLAND THAT CONTAINS
THE TRAFFIC SIGNAL.
ELEV= 4936.08
PLEASE NOTE: THIS PLAN SET IS USING NGVD29 UNADJUSTED FOR A VERTICAL DATUM.
IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE,
THE FOLLOWING EQUATIONS SHOULD BE USED:
NAVD88 = 4923.75 (NGVD29 UNADJUSTED) + 3.18
NAVD88 = 4936.08 (NGVD29 UNADJUSTED) + 3.19
HORIZONTAL DATUM: COLORADO STATE PLAN COORDINATES NAD 83(2007) DATUM.
HORIZONTAL CONTROL BASED VRS.
UTILITY CONTACTS:
OWNER / DEVELOPER
Fort Collins Natural Areas
1745 Hoffman Mill Road
Fort Collins, CO 80524
Ph. 970.416.2815
ENGINEER
Interwest Consulting Group
1218 W. Ash, Suite A
Windsor, Colorado 80550
Ph. 970.674.3300
LANDSCAPE ARECHTIECT
Torrey Design Studio, LLC
2156 Meander Road
Windsor, CO 80550
Ph. 970.214.6314
SURVEYOR
King Surveyors
650 Garden Drive
Windsor, Colorado 80550
Ph. 970.686.5011
ARCHITECT
Architecture West, LLC
160 Palmer Drive
Fort Collins, CO 80525
Ph. 970.207.0424
LIGHT & POWER
City of Fort Collins Light & Power
Contact: JANET MCTAGUE
Ph.224.6154
STORMWATER,WATER & WASTEWATER
City of Fort Collins Utilities
700 Wood Street
Fort Collins, Colorado 80522
Contact: Shane Boyle
Ph. 970.221.6339
NATURAL GAS
Xcel Energy
1901 E. Horsetooth Road
Fort Collins, Colorado 80525
Contact: Stephanie Rich
Ph. 970.225.7828
TELEPHONE SERVICE
Century Link (Qwest)
3351 Eastbrook Drive
Fort Collins, Colorado 80525
Contact: Bill Johnson
Ph. 970.490.7501
CABLE SERVICE
Comcast
1201 University Dr.
Fort Collins, Colorado 80521
Contact: Don Kapperman
Ph. 970.567.0245
INDEMNIFICATION STATEMENT:
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR
CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY
THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE
LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE
CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT
QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES
REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON
AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL
ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE
REQUIRED DURING THE CONSTRUCTION PHASE.
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE
PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH
ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO
STANDARDS AND STATUTES, RESPECTIVELY, AND THAT I AM FULLY
RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS AND
RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS.
ROBERT ALMIRALL
P.E. NO. 33441
INDEX OF SHEETS
Sheet No. Description of Sheets
1 COVER SHEET
2 GENERAL NOTES
3 EXISTING CONDITIONS & DEMOLITION PLAN
4 HORIZONTAL CONTROL PLAN
5 FUTURE EXPANSION PLAN (FOR REFERENCE ONLY)
6 DRAINAGE & EROSION CONTROL PLAN
7 GRADING PLAN
8 UTILITY PLAN
9 - 10 DETAILS
B.S.
BD.
Beam
Bench Mark
Bottom Of
Bearing
Both Sides
Board
CAB'T.
CLG.
C.L.
C.M.U.
CONC.
COL.
CONT.
CPT.
C.T.
Cabinet
Ceiling
Centerline
Concrete Masonry Unit
Concrete
Column
Continuous
Carpet
Ceramic Tile
DBL. DIA.
DIM. D.L.
DRW'G.
DTL.
DWL.
Double
Diameter
Dimension
Dead Load
Drawing
Detail Dowel
EA.
ELEC.
ELEV.
EXIST.
EXP.
EXT.
Each
Electrical
Elevation
Existing
Expansion
Exterior
F.D.
FDN.
F.E.
FIN.
FLR.
FTG.
Floor Drain
Foundation
Fire Extinguisher
Finish Floor
Footing
GA. GALV.
G.C.
GL.
GR.
GYP. BD.
Gauge Galvanized
General Contractor
Glass
Grade
Gypsum Board
HDBD.
HDWD.
H.M.
H.B.
Hardboard
Hardwood
Hollow Metal
Hose Bibb
I.D.
INSUL.
INT.
Inside Diameter
Insulation
Interior
JAN.
JT.
JST.
Janitor
Joint
Joist
L.L. Live Load
MANF'R
MECH.
MET.
M.O.
MSRY.
MTL.
Manufacturer
Mechanical
Metal
Masonry Opening
Masonry
Material
N.I.C.
N.T.S.
Not in Contract
Not to Scale
O.C. O.D.
OPG.
OPP.
On Center
Outside Diameter
Opening
Opposite
PNT.
PL.
P.LAM
PLYWD.
Paint
Plate
Plastic Laminate
Plywood
Q.T. Quarry Tile
R.
R.D.
REINF.
REV.
RM.
R.O.
Riser
Roof Drain
Reinforced
Revision
Room
Rough Opening
SHTG.
SIM.
SPEC.
SST.
STD.
STL.
STG.
STRUCT.
Sheathing
Similar
Specification
Stainless Steel
Standard
Steel
Storage
Structural
T.
T. & B.
T. & G.
TEL.
T.O.
TYP.
Tread
Top & Bottom
Tongue & Groove
Telephone
Top Of
Typical
V.C.T. Vinyl Composition Tile
W/
W/O
WD.
W.W.F.
With
Without
Wood
Welded Wire Fabric
INDEX OF SHEETS
NIX FARM NATURAL AREA
NEW GARAGE FACILITY
W1 SYSTEM NOTE 3 KEYNOTE
4 TOILET ACCESSORY NOTE FLOORING
C1
B1 BASE
ABBREVIATIONS SYMBOLS
JANUARY2017 JANUARY 16, 2017
VICINITY MAP
NORTH NTS
SITE
STRUCTURAL
S1.1 FOUNDATION PLAN
S2.1 GENERAL NOTES & DETAILS
OWNER
ARCHITECT:
CIVIL ENGINEER:
STRUCTURAL & GEO-TECHNICAL
ENGINEER:
MECHANICAL & PLUMBING
ENGINEER:
ELECTRICAL ENGINEER:
ARCHITECTURE WEST, L.L.C.
160 PALMER DR.
FORT COLLINS, COLORADO 80525
970-207-0424
CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL RD.
FORT COLLINS, CO, ZIP 80524
970-416-2400
INTERWEST CONSULTING GROUP
1218 W ASH ST.
WINDSOR, CO 80550
970-674-3300
CTL THOMPSON INC.
400 N LINK LN.
FORT COLLINS, CO 80524
970-206-9455
THE BALLARD GROUP INC.
4730 S. COLLEGE AVE.
FORT COLLINS, CO 80525
970-568-8762
SRB CONSULTING ENGINEERING, LLC
37127 CULLISON RIDGE RD.
SEVERENCE, CO 80550
970-686-1004
CLANTON & ASSOCIATES, INC
4699 NAUTILUS COURT SOUTH #102
BOULDER, CO 80301
303-530-7229
SUSTAINABILITY CONSULTANT:
GROUP 14 ENGINEERING, PBC
1325 EAST 16TH AVE.
DENVER, CO 80218
720-382-1754
LANDSCAPE ARCHITECT:
TORREY DESIGN STUDIOS, LLC
2156 MEANDER RD
WINDSOR, CO 80550
970-214-6314
APPLICABLE CODES
PROJECT LOCATION:
BUILDING:
FLOOR AREA ALLOWABLE:
TOTAL AREA:
BUILDING HEIGHT:
CONSTRUCTION TYPE:
OCCUPANCY GROUP:
OCCUPANCY LOAD:
EXITS REQUIRED/PROVIDED:
EGRESS WIDTH REQUIRED/
Construction to comply with the following codes as
amended:
2012 International Building Code (IBC)
2012 International Energy Conservation Code (IECC)
2012 International Mechanical Code (IMC)
2012 International Fuel Gas Code (IFGC)
2012 International Plumbing Code (IPC) as amended
by the State of Colorado
2014 National Electrical Code (NEC) as amended by
the State of Colorado
Accessibility: State Law CRS 9-5 & ICC/ANSI
A117.1-2009
2012 IECC Chapter 4 Commercial Provisions
Fort Collins Amendments 2/17/2014
CODE ANALYSIS
DDDDEEEESSSSCCCCRRRRIIIIPPPPTTTTIIIIOOOONNNN CODE CHAP./SEC./TBL.
FORT COLLINS ,COLORADO
GARAGE FACILITY
26,000 S.F.
5,000 S.F.
17' - 0" ±
II-B, 5,000 S.F. MAX CONTAINMENT
S-2 GARAGE/SHOP 1:200
21 OCCUPANTS
1 / 3
5" / 108"
SHEET NO. SHEET NAME
. COVER SHEET
CIVIL
C1 COVER SHEET
C2 GENERAL NOTES
C3 EXISTING CONDITIONS & DEMOLITION PLAN
C4 HORIZONTAL CONTROL PLAN
C5 FUTURE EXPANSION PLAN
C6 DRAINAGE AND EROSION CONTROL PLAN
C7 GRADING PLAN
C8 UTILITY PLAN
C9 DETAILS
C10 DETAILS
MECHANICAL
M3.1 HVAC PLAN - GARAGE FACILITY
M0.1 MECH. GENERAL NOTES, LEGENDS
M5.1 HVAC SCHEDULES
MP0.1 MECH. GENERAL NOTES, LEGENDS
ELECTRICAL
E0.1 NOTES, SCHEDULES $ ONE-LINE DIAGRAM
E2.1 LIGHTING AND POWER PLAN
PLANNING
PL0.1
PL1.1
PL2.1
PL2.2
E1.1
L.1
L.2
L.3
L.4
IR1.0
IR1.1
IR2.1
INTERIM CONDITION SITE PLAN
FUTURE EXPANSION
ELEVATIONS & PERSPECTIVES
RENDERINGS
SITE PHOTOMETRICS
PLANT LIST & PLANTING NOTES
PLANTING DETAILS / LANDSCAPE DETAILS
TREE REMOVAL, PROTECTION AND MITIGATION PLAN
LANDSCAPE PLAN
IRRIGATION NOTES
IRRIGATION PLAN
IRRUGATION DETAILS
ARCHITECTURAL
A0.1 SITE PLAN
A1.1 CODE PLAN
A2.1 FLOOR & REFLECTED CEILING PLAN
A3.1 ELEVATIONS
A4.1 ROOF PLANS
A5.1 SECTIONS - BUILDING
A5.2 SECTIONS - WALL
A9.1 DOOR & WINDOW SCHEDULES
A10.1 EXTERIOR RENDERINGS