HomeMy WebLinkAboutbocc.con.100.228/30/2021 CDD
Contract Information
Contract Number
Project Name
Contractor
Budget Line Item 11836362.571500.10027
Procurement Method:
Type:
Contract Start Date
Contract End Date
Contract Type
Retainage
If this is a new contractor, please enter the New Vendor information into Munis for workflow approval.
Contact Information:
Department
County Representative Ted O’Brien County Representative
Phone (970) 429-6130
Provide a brief description of the Contract or Change Order:
Contract Value Summary:
$ 424,454.74
$ -
$ -
$ 424,454.74
Open Space & Trails
Redstone Park improvements construction project.
Original Contract Amount
Previous Change Order/Amendment Amount
This Change order/Amendment amount
Contract Total
Yes - 5%
Redstone Park Improvements
Environmental Excavation, LLC
$-
Additional Budget Line
Item(s)
(Please fully allocate New Contract Total)
$-
$-
$-
$-
Formal
Services/Maintenance
5/1/2022
11/18/2022
New Contract
100.22
Pitkin County
Procurement Cover Sheet
Please complete the Contract Cover Sheet when the contract/task order is complete and fully executed.
Return all Contract Cover Sheets and Contracts/Change Orders/Amendments/Task Orders to Procurement
Rev. 2018-10-10 btf Bid # 100.22
Budget Line Item # 11836362.571500.10027
NOTICE OF AWARD
Date: May 16, 2022
To:
RE:
Environmental Excavation, LLC
Peter Blake, Owner
P.O. Box 1737
Carbondale, CO 81623
RFP 100.22 - Redstone Park Improvements
The County, having duly considered the Proposal submitted on March 11, 2022 for the
work covered by the solicitation titled RFP 100.22 - Redstone Park Improvements Project
in the amount of Four-Hundred and Twenty-Four Thousand Four-Hundred Fifty-Four
dollars and Seventy-Four cents ($424,454.74), and it appearing that the Price and other
information in your Proposal Form, subsequently revised for material and labor quantities during negotiations, is fair, equitable and to the best interest of the County, the offer in
your Proposal Form and revised project cost estimate are hereby accepted.
In accordance with the terms of the Contract Documents, you are required to execute the
Agreement in one original of contract within ten (10) consecutive days from this Notice
of Award.
In addition, you are required to furnish in the said time Certificates of Insurance
evidencing compliance with the requirement for insurance as stated in the Contract
Documents to Procurement via email at procurement@pitkincounty.com.
PITKIN COUNTY
________________________________________________
!#COUNTY REPRESENTATIVE#! Date
======================ACCEPTANCE OF NOTICE===================
Receipt of the above Notice of Award is hereby acknowledged
________________________________________________
!#VENDOR SIGNATURE#! Date
Resource and Trails Manager
Ted O'Brien
May-20-2022
May-27-2022
Peter Blake
Owner
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
1
PITKIN COUNTY CONSTRUCTION CONTRACT
THIS CONTRACT, made May 20, 2022 by and between the Board of County Commissioners of
Pitkin County, Colorado, 530 E. Main St., Suite #302, Aspen, CO 81611, (hereinafter called the
“County”) and Environmental Excavation, LLC, P.O. Box 1737, Carbondale, CO 81623
(hereinafter called the “Contractor”) to perform the following work: Redstone Park Improvements
(“Project”).
I.Term of Contract: The term of this Contract is from May 20, 2022 to November 18, 2022.
II.Scope of Work and Work Schedule:
A.Scope of Work:
Contractor shall provide, unless otherwise provided herein, all materials,
machinery, equipment, personnel, permitting, and planning to successfully
complete the alterations, additions, and/or improvements to the project area as
detailed and specified in Attachments A, B, and C, incorporated as a part of this
Contract, and as directed by Project Lead. Contractor is responsible for maintaining
a safe worksite at all times and will coordinate work activities with Project Lead
and any other stakeholders identified by Project Lead, including but not limited to,
CDOT, private landowners, Open Space and Trails Board, and CPW.
B.All work performed under this Contract shall be done according to the following
work schedule:
Work shall be performed in compliance with any and all Local, State, and/or
Federal ordinances, guidelines, statutes, and/or laws. Contractor has provided
normal project hours as 8:00 AM – 5:00 PM MT on a Monday through Friday
working week basis; Saturday work may be necessary and will be provided to
facilitate project completion. Substantial completion has been provided by
Contractor as September 30, 2022 with tentative final inspection and closeout
anticipated by no later than October 15, 2022. Contract term written through
November 18, 2022 to allow for any material, weather, or other excusable delays
as provided herein or as communicated and agreeable to Project Lead.
Staging of equipment and materials is permitted in the lot area located behind the
Coke Ovens just across Hwy 133 and to the South of the Project Area, with the
understanding that heavy equipment should not be operated and that noise
disturbance be kept to a minimum, specifically on Saturday’s after 4:00 PM MT.
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
2
Contractor should stage equipment and materials in such a manner as to not restrict
any normal activities and to maintain an orderly appearance at the site.
On occasion and at Contractor’s request, Pitkin County will have a County
representative available to consult on project details and any adjustments. Any
material adjustments or alterations which would impact the overall scope and/or
cost of the project will be handled on a mutually agreeable and signed change order
form.
Contractor proposes, and County agrees, to pay Contractor in three disbursements:
Materials payment in full upon signing of Contract, Half of the labor portion of the
work as depicted in Attachment C due following the second working week of the
project (anticipated June 16, 2022), and the Final payment submitted upon project
finalization. This payment schedule replaces the progress/pay application process
in Section III below. Any Change Orders which occur after the second payment
described above has been released will not entitle Contractor to retroactively
invoice for 50% of any increased labor charges anticipated through project
completion unless approved by Project Lead in advance.
III. Payment: The County agrees to pay, and the Contractor agrees to accept, in full payment
for the performance of this Contract, the total price of Four-Hundred Twenty-Four
Thousand Four-Hundred Fifty-Four dollars and Seventy-Four cents ($424,454.74) in
accordance with this Contract, subject to increase or decrease in accordance with the
provisions of this Contract; but any payment by the County may be offset by any amount
the Contractor owes the County for any reason.
A. Payment Procedures
1) Contractor shall submit applications for payment monthly for work
done to date.
2) Progress payments for Contracts exceeding one hundred fifty
thousand dollars ($150,000.00)
a. County shall make progress payments, within thirty (30) days of
County’s approval of Contractor’s pay request.
b. In accordance to amend Section 2 Colorado Revised Statutes
(C.R.S.) § 24-91-103, for contracts exceeding one hundred fifty
thousand dollars ($150,000.00) and if the Contractor is satisfactorily
performing this Contract, progress payments shall be in an amount
equal to ninety-five percent (95%) of the calculated value of
completed Project work. If, in the opinion of the Project Lead and
County, satisfactory progress is not being made on the Project, or if
claims are filed under Section C.R.S. § 38-26-107, as amended,
County may retain such additional amounts as County may deem
necessary to assure completion of the Project or to pay such claims
and any Project Lead’s and attorney’s fees reasonably incurred or to
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
3
be incurred by County in defending or handling such claims. The
withheld percentage of the Contract Price shall be retained until the
Project is completed satisfactorily and finally accepted by County in
accordance with the provisions of this Contract. Progress payments
shall not constitute final acceptance of the Project.
3) County shall make final payment, including release of retainage, to
Contractor in accordance with this Contract and Section C.R.S. § 38-26-
107, as amended.
IV. Contractor Obligations:
A. Supervision and Superintendence
1) The Contractor shall supervise and direct the Project competently
and efficiently devoting such attention thereto and applying such skills and
expertise as may be necessary to perform the Project in accordance with this
Contract. The Contractor shall be solely responsible for the means,
methods, techniques, sequences and procedures of construction. The
Contractor shall be responsible to see that the finished Project compiles
accurately with this Contract.
2) The Contractor shall appoint and identify to the County and Project
Lead, a competent on-site superintendent to be kept on the Project at all
times during its progress and who shall not be replaced without written
notice to the County and the Project Lead except under extraordinary
circumstances. The superintendent will be the Contractor’s representative
at the site and shall have authority to act on behalf of the Contractor. All
communications given to the superintendent shall be as binding as if given
to the Contractor.
B. Subcontractors, Suppliers and Others
1) The Contractor shall not employ any subcontractor, supplier or
other person or organization (including those acceptable to the County and
the Project Lead, whether initially or as a substitute) against whom the
County or the Project Lead may have reasonable objection.
2) The identity of subcontractors, suppliers or other persons or
organizations including those who are to furnish the principal items of
materials and equipment must be submitted to the County in advance of any
work performed or materials supplied under this Contract for acceptance by
the County and the Project Lead. No acceptance by the County or the Project
Lead of any such subcontractor, supplier or other person or organization
shall constitute a waiver of any right of the County or the Project Lead to
reject defective Project work.
3) The Contractor shall be fully responsible to the County and the
Project Lead for all acts and omissions of the subcontractors, suppliers and
other persons and organizations performing or furnishing any of the Project
work under a direct or indirect contract with Contractor just as Contractor
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
4
is responsible for Contractor's own acts and omissions. Nothing in this
Contract shall create any Contractual relationship between the County or
the Project Lead and any such subcontractor, supplier or other person or
organization, nor shall it create any obligation on the part of the County or
the Project Lead to pay or to see to the payment of any moneys due any such
subcontractor, supplier or other person or organization except as may
otherwise be required by laws and regulations.
4) All Project work performed for Contractor by a subcontractor will
be pursuant to an appropriate contract between the Contractor and the
subcontractor which specifically binds the subcontractor to the applicable
terms and conditions of this Contract for the benefit of the County and the
Project Lead.
C. Patent Fees and Royalties. The Contractor shall pay all license fees and royalties
and assume all costs incident to their use in the performance of the Project or the
incorporation in the Project of any invention, design, process, product or device
which is the subject of patent rights or copyrights held by others. Contractor shall
indemnify and hold harmless the County and the Project Lead and anyone directly
or indirectly employed by either of them from and against all claims, damages,
losses and expenses (including attorney's fees and court costs) arising out of any
infringement of patent rights or copyrights incidental to the use in the performance
of the Project or resulting from the product or device not specified in this Contract,
and shall defend all such claims in connection with any alleged infringement of
such rights.
D. Permits. Unless otherwise provided in this Contract, the Contractor shall obtain
and pay for all construction permits and licenses. The County shall assist the
Contractor, when necessary, in obtaining such permits and licenses. The Contractor
shall pay all governmental charges and inspection fees necessary for the
prosecution of the Project. The Contractor shall pay all charges of utilities for
connections to the Project, and the County shall pay all charges of such utility
owners for capital costs related thereto such as plant investment fees.
E. Laws and Regulations. The Contractor shall be familiar with and shall comply with
all federal, state, and local laws, ordinances, rules, and regulations applicable to
furnishing and performance of the Project including rules, regulations, and
ordinances the County promulgates at any time. Except where otherwise expressly
required by applicable laws and regulations, neither the County nor the Project Lead
shall be responsible for monitoring the Contractor's compliance with any Laws or
Regulations.
F. Taxes. The Contractor shall pay all existing and future applicable federal, state and
local sales, consumer, use and other similar taxes whether direct or indirect. Federal
excise tax may not apply to materials purchased by the County. The Contract price
shall include all other federal, state, and/or local direct or indirect taxes, which do
apply. The Contract price shall include the cost of compliance with all other Federal
Laws and Regulations at no additional cost to the County (except as provided in
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
5
this Contract). The Contractor shall not be reimbursed separately for any taxes,
which may apply except as provided in this Contract, and the Contractor shall be
responsible for all taxes, which may apply. The County is tax exempt from Federal
Excise Tax and Colorado State or local sales or use taxes. The Contractor and its
subcontractors shall apply to the Colorado Department of Revenue for a Certificate
of Exemption indicating that the Contractor or subcontractor's purchase of
construction material or building materials is for use in a building, structure, or
other public work owned and used by the County.
G. Use of Premises.
1) The Contractor shall confine construction equipment, the storage of
materials and equipment and the operations of workers to the Project site
and land and areas permitted by this Contract, law, ordinances, and permits.
The Contractor shall assume full responsibility for any damage to any such
land or area, or to the County or occupant thereof or of any land or areas
contiguous thereto, resulting from the performance of the Project. Should
any claim be made against the County or the Project Lead by any such
owner or occupant because of the performance of the Project, Contractor
shall promptly settle with such other party. The Contractor shall, to the
fullest extent permitted by Laws and Regulations, indemnify and hold the
County harmless from and against all claims, damages, losses and expenses
(including, but not limited to, fees of engineers, architects, attorneys and
other professionals and court costs) arising directly, indirectly or
consequentially out of any action, legal or equitable, brought by any such
other party against the County or the Project Lead to the extent based on a
claim arising out of the Contractor's performance of the Project.
2) During the progress of the Project, the Contractor shall keep the
premises free from accumulations of waste materials, rubbish and other
debris resulting from the Project. At the completion of the Project, the
Contractor shall remove all waste materials, rubbish and debris from and
about the premises as well as all tools, appliances, construction equipment
and machinery, temporary structures, stumps or portions of trees, and
surplus materials, and shall leave the site clean and ready for occupancy by
the County. The Contractor shall restore to original condition all property
not designated for alteration by this Contract.
3) The Contractor shall not load or permit any part of any structure to
be loaded in any manner that will endanger the structure, nor shall the
Contractor subject any part of the Project or adjacent property to stresses or
pressures that will endanger it.
H. Safety and Protection.
1) The Contractor shall be solely responsible for initiating,
maintaining and supervising all safety precautions and programs in
connection with the Project. The Contractor shall take all necessary
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
6
precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
a. All employees in the Project area and other persons and
organizations who may be affected thereby;
b. All the Project materials and equipment to be incorporated therein,
whether in storage on or off the site; and
c. Other property at the site or adjacent thereto, including trees, shrubs,
lawns, walks, pavements, road-ways, structures, utilities and
underground facilities not designated for removal, relocation or
replacement in the course of construction.
2) The Contractor shall be required to assume sole and complete
responsibility for job site conditions during the course of construction of the
Project, including the safety of all persons who may enter on the job site for
any reason and the security of all property located on the job site. This
requirement shall apply at all times during the course of the Contract and
not only to normal Project work hours.
3) The Contractor shall at all times conduct the Project in such manner
as will incur the least practicable interference with traffic and existing utility
systems. No section of any road shall be closed to the public, nor any utility
system put out of service except after permission, has been granted by the
Project Lead. Each item of the Project shall be prosecuted to completion
without delay and in no instance will the Contractor be permitted to transfer
its forces from an uncompleted Project to a new Project without prior
written notification of the Contractor to the Project Lead.
a. Unless this Contract specifically provides for the closing to traffic
of any local road or highway while construction is in progress, such
road or highway shall be kept open to all traffic by the Contractor.
The Contractor shall also provide and maintain in a safe condition
temporary approaches, crossings, or intersections with roads and
highways. The Contractor shall bear all expense of maintaining
traffic over the section of road affected by the Project to be done
under this Contract, and of constructing and maintaining such
approaches, crossing, intersections and any necessary features
without direct compensation, except as otherwise provided.
b. The Contractor shall provide, erect and maintain all necessary
barricades, signs, danger signals and lights to protect the Project and
the safety of the public. The Contractor’s responsibility for
necessary barricades, signs, and lights shall not cease until the
Project has been accepted.
I. Shop Drawings and Samples.
1) After checking and verifying all field measurements and after
complying with applicable procedures specified in this Contract, the
Contractor shall submit to the Project Lead for review and approval in
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
7
accordance with the approved schedule of shop drawing submissions, three
(3) copies (unless otherwise specified) of all shop drawings, which will bear
a stamp or specific written indication that the Contractor has satisfied the
Contractor's responsibilities under this Contract with respect to the review
of the submission. All submissions will be identified as the Project Lead
may require. The data shown on the shop drawings will be complete with
respect to quantities, dimensions, specified performance and design criteria,
materials and similar data to enable the Project Lead to review the
information as required.
2) The Contractor shall also submit to the Project Lead for review and
approval with such promptness as to cause no delay in Project, all samples
required by this Contract. All samples will have been checked by and
accompanied by a specific written indication that the Contractor has
satisfied the Contractor's responsibilities under this Contract with respect to
the review of the submission and will be identified clearly as to material,
supplier, pertinent data such as catalog numbers and the use for which
intended.
3) Before submission of each shop drawing or sample, the Contractor
shall have determined and verified all quantities, dimensions, specified
performance criteria, installation requirements, materials, catalog numbers
and similar data with respect thereto; and reviewed or coordinated each shop
drawing or sample with other shop drawings and samples and with the
requirements of the Project and this Contract.
4) At the time of each submission, the Contractor shall give the Project
Lead specific written notice of each variation that the shop drawings or
samples may have from the requirements of this Contract, and, in addition,
shall cause a specific notation to be made on each shop drawing submitted
to the Project Lead for review and approval of each such variation.
5) Where a shop drawing or sample is required by the specifications,
no related Project work shall be commenced prior to the Project Lead’s
review and approval of the shop drawing or samples.
6) The cost of furnishing all shop drawings and samples shall be borne
by Contractor.
V. Performance and Payment Bond.
A. Contractor shall furnish a performance and payment bond in the amount of one half
of the total Contract value for all Contracts over fifty thousand dollars ($50,000.00),
as required by C.R.S. § 38-26-105, et seq. all Bonds shall be in the form acceptable
to the County. All Bonds signed by an agent must be accompanied by a certified
copy of the authority to act.
B. If the surety on any Bond furnished by Contractor is declared bankrupt or becomes
insolvent or its right to do business is terminated in any state or it ceases to meet
the requirements of paragraph A of this Section, Contractor shall within five (5)
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
8
days thereafter substitute another Bond and Surety, both of which must be
acceptable to the County.
VI. Indemnity.
A. The Contractor agrees to indemnify, hold harmless and, not excluding the County's
right to participate, defend the County, its subsidiary, parent, associated and/or
affiliated entities, successors, or assigns, its elected officials, trustees, employees,
agents, volunteers, and any jurisdiction or agency issuing permits for any work
included in the project, hereinafter referred to as indemnitee, from all suits and claims,
including attorney's fees and cost of litigation, actions, loss, damage, expense, cost or
claims of any character or any nature arising out of the work done in fulfillment of the
terms of this Contract or on account of any act, claim or amount arising or recovered
under workers' compensation law or arising out of the failure of the Contractor to
conform to any statutes, ordinances, regulation, law or court decree. It is agreed that
the Contractor will be responsible for primary loss investigation, defense and
judgment costs where this Contract of indemnity applies. In consideration of the
award of this Contract, the Contractor agrees to waive all rights of subrogation against
the County its subsidiary, parent, associated and/or affiliated entities, successors, or
assigns, its elected officials, trustees, employees, agents, and volunteers for losses
arising from the work performed by the Contractor for the County.
B. The Contractor further shall investigate, process, respond to, adjust, provide
defense for and defend, pay or settle all claims, demands, or lawsuits related hereto
at its sole expense and shall bear all other costs and expenses related thereto, even
if the claim, demand or lawsuit is groundless, false or fraudulent.
VII. Insurance. Contractor and subcontractors shall procure and maintain until all of their
obligations have been discharged, including any warranty periods under this Contract are
satisfied, insurance against claims for injury to persons or damage to property which may
arise from or in connection with the performance of the work hereunder by the Contractor,
its agents, representatives, employees or subcontractors.
The insurance requirements herein are minimum requirements for this Contract and in no
way limit the indemnity covenants contained in this Contract. The policies shall include,
or be endorsed to include, the following provision: On insurance policies where the
County is named as an additional insured, the County shall be an additional insured to the
full limits of liability purchased by the Contractor even if those limits of liability are in
excess of those required by this Contract.
The County in no way warrants that the minimum limits contained herein are sufficient to
protect the Contractor from liabilities that might arise out of the performance of the work
under this Contract by the Contractor, its agents, representatives, employees, or
subcontractors. The Contractor shall assess its own risks and if it deems appropriate and/or
prudent, maintain higher limits and/or broader coverages. The Contractor is not relieved
of any liability or other obligations assumed or pursuant to the Contract by reason of its
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
9
failure to obtain or maintain insurance in sufficient amounts, duration, or types.
Commercial General Liability Completed Operations coverage must be kept in effect for
up to three (3) years after completion of the project.
A. Coverage and Limits of Insurance: Contractor shall provide coverage with limits of
liability not less than those stated below. An umbrella and/or excess liability policy
may be used to meet the minimum liability requirements provided that the coverage
is written on a “following form” basis.
1) Statutory Workers’ Compensation: Colorado statutory minimums
a. Policy shall contain a waiver of subrogation against the County.
b. This requirement shall not apply when a contractor or subcontractor
is exempt under Colorado Workers’ Compensation Act, AND when
such contractor or subcontractor executes the appropriate sole
proprietor waiver form.
Minimum Limits:
Coverage A (Workers’ Compensation) Statutory
Coverage B (Employers Liability)
$ 500,000
$ 500,000
$ 500,000
2) Commercial General Liability – ISO 1CG 0001 form or equivalent
(With County named additional insured)
Minimum Limits:
General Aggregate $ 2,000,000
Products/Completed Operations Aggregate $ 2,000,000
Each Occurrence Limit $ 1,000,000
Personal/Advertising Injury $ 1,000,000
Fire Damage (Any One Fire) $ 50,000
Medical Payments (Any One Person) $ 5,000
Coverage to include:
Premises and Operations
Explosions, Collapse and Underground Hazards
Personal / Advertising Injury
Products / Completed Operations
Liability assumed under an Insured Contract (including defense costs assumed
under contract)
Independent Contractors
Designated Construction Projects(s) General Aggregate Limit, ISO CG 2503
(1997 Edition or equivalent)
Additional Insured—Owners, Lessees or Contractors Endorsement, ISO Form
2010 (2004 Edition or equivalent)
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
10
Additional Insured—Owners, Lessees or Contractors Endorsement, ISO CG 2037
(2004 Edition or equivalent)
The policy shall be endorsed to include the following additional insured language
on the Additional Insured Endorsements specified above: “County, its subsidiary,
parent, associated and/or affiliated entities, successors, or assigns, its elected
officials, trustees, employees, agents, and volunteers named as an additional
insured with respect to liability and defense of suits arising out of the activities
performed by, or on behalf of the Contractor, including completed operations”.
3) Auto Liability: Bodily injury and property damage for any owned,
hired, and non-owned vehicles used in the performance of this Contract.
Minimum Limits: Statutory
Coverage Bodily/Property Damage (Each Accident)
$ 1,000,000
4) Contractors Pollution Liability: The County requires this coverage
whenever work at issue under this Contract involves potential pollution risk
to the environment or losses caused by pollution conditions (including
asbestos) that may arise from the operations of the Contractor described in
the Contractor’s scope of services. Policy shall cover the Contractor’s
completed operations. Contractors Pollution Liability coverage (including
Completed Operations) must be kept in effect for up to three (3) years after
completion of the project.
Coverage shall apply to sudden and gradual pollution conditions resulting
from the escape of release of smoke, vapors, fumes, acids, alkalis, toxic
chemicals, liquids, or gases, natural gas, waste materials, or other irritants,
contaminants, or pollutants (including asbestos). If the coverage is written
on a claims-made basis, the Contractor warrants that any retroactive date
applicable to coverage under the policy precedes the effective date of this
Contract; and that continuous coverage will be maintained or an extended
discovery period will be exercised for a period of three (3) years beginning
from the time that work under this Contract is completed.
a. The policy shall be endorsed to include the following as Additional
Insureds: “Pitkin County, its subsidiary, parent, associated and/or
affiliated entities, successors, or assigns, its elected officials,
trustees, employees, agents, and volunteers named as an additional
insured with respect to liability and defense of suits arising out of
the activities performed by, or on behalf of the Contractor, including
completed operations”.
Minimum Limits:
Per Loss $ 1,000,000
Aggregate $ 1,000,000
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
11
5) Professional Liability: The Contractor shall maintain Professional
Liability covering wrongful acts, errors and/or omissions, including design
errors, if applicable, for damage sustained by reason of or in the course of
operations under this Contract resulting from professional services provided
by the Contractor as part of the Contract. Contractors Professional Liability
(Errors and Omissions) policy must be kept in effect during the project and
for up to three (3) years after completion of the project.
The policy/coverages shall be amended to include the following:
a. Coverage shall apply for three (3) years after project is complete.
b. Policy is to be on a primary basis; if other professional coverage is
carried.
Per Loss $ 1,000,000
Aggregate $ 2,000,000
6) Builders Risk Insurance or Installation Floater – Completed Value
Basis
Unless otherwise provided, the Contractor shall purchase and maintain, in
a company or companies lawfully authorized to do business in the
jurisdiction in which the Project is located, Builders' Risk Insurance in the
amount of the initial Contract Sum, plus value of subsequent modifications,
change orders, and cost of material supplied or installed by others,
comprising total value of the entire Project at the site on a replacement cost
basis without optional deductibles.
a. Policy must provide coverage from the time any covered property
becomes the responsibility of the Contractor, and continue without
interruption during construction, renovation, or installation,
including any time during which the covered property is being
transported to the construction installation site, or awaiting
installation, whether on or off site.
b. Such Builders' Risk Insurance shall be maintained, unless otherwise
provided in the Contract Documents or otherwise agreed in writing
by all persons and entities who are beneficiaries of such insurance,
until final payment has been made or until no person or entity other
than the County’s has insurable interest in the property to be
covered, whichever is later.
c. The Builders' Risk insurance shall include interests of the County
and if applicable, affiliated or associate entities, the General
Contractor, subcontractors and sub-tier contractors in the Project.
d. The Builders' Risk Coverage shall be written on a Special Covered
Cause of Loss form and shall include theft, vandalism, malicious
mischief, collapse, false-work, temporary buildings, transit, debris
removal including demolition, increased cost of construction,
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
12
architect’s fees and expenses, flood (including water damage),
earthquake, and if applicable, all below and above ground structures,
piping, foundations including underground water and sewer mains,
piling including the ground on which the structure rests and
excavation, backfilling, filling, and grading.
e. The Builders’ Risk shall include a Beneficial Occupancy
Clause. The policy shall specifically permit occupancy of the
building during construction. Contractor shall take reasonable steps
to obtain consent of the insurance company and delete any
provisions with regard to restrictions within any Occupancy Clauses
within the Builder’s Risk Policy. The Builder’s Risk Policy shall
remain in force until acceptance of the project by the County.
f. Equipment Breakdown Coverage (a.k.a. Boiler & Machinery) shall
be included as required by the Contract Documents or by law, which
shall specifically cover insured equipment during installation and
testing (including cold and hot testing).
g. The deductible shall not exceed $25,000 and shall be the
responsibility of the Contractor except for losses that involve all
Acts of God such as flood, earthquake, windstorm, tsunami,
volcano, etc.
7) Special Coverages (check as appropriate and insert amount):
a. ☒ Performance Bond $ 212,227.37
i. ☐ Labor and Material $
ii. ☐ Payment Bond $
b. ☐ Professional Errors and Omissions
c. ☐ Aircraft Liability
d. ☐ Owner’s Protective
e. ☐ Boiler and Machinery
f. ☐ Loss of Use Insurance
g. ☐ Crime, including Employee Dishonesty Coverage, or Fidelity
Bond
B. Proof of Insurance:
1) Each insurance policy required by the insurance provisions of this
Contract shall provide the required coverage and shall not be suspended,
voided or canceled except after thirty (30) days prior written notice has been
given to the County, except when cancellation is for non-payment of
premium, then ten (10) days prior notice may be given. Such notice shall
be sent directly to Pitkin County Procurement 530 E Main Street, Suite
#304, Aspen, CO 81611. If the insurance carrier will not provide the
required notice, the Consultant/Contractor and or its insurance broker shall
notify the County of any cancellation, or reduction in coverage or limits of
any insurance within seven (7) days of receipt of insurers’ notification to
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
13
that effect. Simultaneously with the Certificates of Insurance, the Contractor
shall file with the Project Lead a certified statement as to claims pending
against the required coverages, reserves established on account of such claims,
defense costs expended and amounts remaining on policy limits.
2) In addition, these Certificates of Insurance shall contain the following
clauses:
a. The Contractor’s insurance shall be primary and non-contributory
with any insurance or self-insurance purchased by the County.
b. The insurance companies issuing the policy or policies hereunder shall
have no recourse against the County of Pitkin for payment of any
premiums or for assessments under any form of policy.
c. Any and all deductibles or self-insured retentions in the above-
described insurance policies shall be assumed by and be for the
amount of, and at the sole expense of the Contractor.
d. Location of operations shall be: “all operations and locations at which
work for the referenced Project is being done.”
3) Certificates of Insurance for all renewal policies shall be delivered to
the Procurement Department at procurement@pitkincounty.com, at least
fifteen (15) days prior to a policy’s expiration date except for any policy
expiring on the expiration date of this Contract or thereafter.
4) The County reserves the right to request and receive a copy of any
policy and any policy endorsement at any time during the term of this
Contract.
VIII. Exemptions and Preferences.
A. All purchases of construction or building or any other materials for any contract
shall not include Federal Excise Taxes or Colorado State or local sales or use taxes.
Pitkin County is exempt from such taxes under registration numbers 98-02624 and
84-78000-5K.
B. Pursuant to state statute and to the extent permitted by law, Colorado labor shall be
employed to perform the Project to the extent of not less than eighty percent (80%)
of each type or class of labor employed on such project; except for highway
construction, which is subject to C.R.S. § 43-2-208, which provides that all laborers
shall be bona fide residents of Colorado with a preference to residents of the County
where the Project is performed.
IX. Protection and Restoration of Property and Landscape; Hazardous Materials.
A. Protection and Restoration of Property and Landscape.
1) The Contractor shall be responsible for the preservation of all public
and private property and shall carefully protect from disturbance or damage
all land and property, as well as any monuments and property marks until
the Project Lead has witnessed or otherwise referenced their location and
shall not remove them until directed.
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
14
2) The Contractor shall be responsible for all damage or injury to
property of any character, during the prosecution of the Project, resulting
from any act, omission, neglect, or misconduct in its manner or method of
executing the Project, or at any time due to defective Project work or
materials, and said responsibility shall not be released until the project shall
have been completed and accepted.
3) When or where any direct or indirect damage or injury is done to
public or private property by or on account of any act, omission, neglect, or
misconduct by the Contractor in the execution of the Project, or in
consequence of the non-execution thereof by the Contractor, it shall restore,
at its own expense, such property to a condition similar or equal to that
existing before such damage or injury was done, by repairing, rebuilding,
or otherwise restoring as may be directed, or it shall make good such
damage or injury in an acceptable manner.
4) Materials storage, equipment parking, vehicle parking and
stockpiling excavated materials shall be allowed only in those areas
designated by the Project Lead.
5) If the Contractor disturbs any of the landscape not called for
removal, it shall restore those areas as directed by the Project Lead at the
Contractor's expense.
B. Hazardous Materials
1) The County shall not be responsible for the cost of and the removal
or cleanup of Hazardous Materials found in any materials brought to the
Project site, after the Project site is turned over to the Contractor.
2) The Contractor shall provide the Project Lead with a written
certification each time materials or equipment is brought onto the Project
site that such materials or equipment do not contain Hazardous Materials.
X. County Work at the Project Site.
A. The County may perform other work related to the Project at the site by the
County’s own forces, have other work performed by utility owners or let other
direct contracts therefor which shall contain terms similar to these. The Contractor
shall perform and coordinate its activities with other contractors to avoid conflict
and minimize disruptions.
B. The Contractor shall afford each utility owner and other contractor who is a party
to such a direct contract (or the County if the County is performing the additional
work with the County's employees) proper and safe access to the site and a
reasonable opportunity for the introduction and storage of materials and equipment
and the execution of such work, and shall properly connect and coordinate the work
with theirs. The Contractor shall do all cutting, fitting and patching of the Project
that may be required to make its several parts come together properly and integrate
with such other work. The Contractor shall not endanger any work of others by
cutting, excavating or otherwise altering their work and will only cut or alter their
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
15
work with the written consent of Project Lead and the others whose work will be
affected. The duties and responsibilities of Contractor under this paragraph are for
the benefit of such utility owners and other contractors to the extent that there are
comparable provisions for the benefit of the Contractor in said direct contracts
between the County and such utility owners and other contractors.
C. If any part of the Contractor's Project depends for proper execution or results upon
the work of any such other contractor or utility owner (or the County), the
Contractor shall inspect and promptly report to the Project Lead in writing any
delays, defects or deficiencies in such work that render it unavailable or unsuitable
for such proper execution and results. The Contractor's failure to report such
conditions will constitute an acceptance of the other work as fit and proper for
integration with the Contractor's Project except for latent or non-apparent defects
and deficiencies in the other work.
XI. Changes in the Project and Use of Change Orders.
A. The County may, from time to time, request changes in the scope of services of the
Contractor to be performed hereunder.
1) The Project Lead shall issue a notice informing the Contractor of a
planned change in the Project and requesting the Contractor's detailed price
proposal and adjusted schedule of work. The Contractor shall submit a
priced proposal for performing the proposed change in the Project within
five (5) days of notice or such other time acceptable to both parties. When
the Contractor and the County reach agreement on the adjustments to the
Contract price and/or Contract time, and changes in the Project, such
adjustments shall be promptly recorded in an executed Change Order.
B. All Contractor initiated change requests shall be submitted to the County and the
Project Lead in a letter or written notice with the reference notation “Contractor
Change Request”. If the Contractor: (i) receives any oral or written instructions,
directives or interpretations of Contract Documents, or determinations from the
Project Lead or, (ii) identifies what it believes are design errors or omissions in the
Contract Drawings or Specifications, or (iii) encounters a differing site condition;
or, (iv) is delayed in the progress of the Project; or, (v) becomes aware of any other
matter or circumstance which it believes would require a change in the Contract
Price or Contract Time, the Contractor shall give the Project Lead prompt written
notice of such matters.
1) All Contractor change requests shall be dated, numbered
sequentially, and shall describe the action or event which the Contractor
believes may require an extension in time, price or other modification. The
Contractor shall also provide descriptions of possible Contractor actions or
solutions to minimize the cost of the Contractor change request and, provide
an estimate of the adjustment in the Contract Price and/or Contract Time,
which it believes is appropriate.
2) Contractor Time Requirements
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
16
a. With respect to orders, instructions, directives, interpretations,
determinations, or the discovery of any errors or omissions in this
Contract, a Contractor change request shall be submitted before the
Contractor acts on them, but in no event more than ten (10)
consecutive calendar days after they were received or discovered.
b. With respect to any differing site conditions, a Contractor change
request shall be submitted before the conditions are disturbed, but in
no event more than ten (10) consecutive calendar days after the
conditions are first discovered.
c. With respect to delays, a Contractor change request shall be
submitted as soon as the Contractor has knowledge of the delay, but
in no event more than ten (10) consecutive calendar days therefrom.
d. With respect to any matters or circumstance which the Contractor
believes would require a change, including delays, a Contractor
change request shall be submitted as soon as the Contractor has
knowledge of the matter or circumstance, but in no event more than
ten (10) consecutive calendar days after the Contractor becomes
aware of such circumstance or matter.
3) Submittal Requirements and Waiver of Claims
a. If the Contractor does not submit a Contractor change request within
the time required above, any action by the Contractor related to such
order, direction, instruction, interpretation, determination, design
error or omission, or other matter, including delays or differing site
conditions, will not be considered by the County as a change to the
Project and the Contractor waives any claim for an adjustment on
the Contract Price or the Contract Time.
b. The Contractor shall, at the time a Contractor change request is
submitted provide the Project Lead with a complete and itemized
proposal of Contract price and time adjustments. The proposal shall
also contain a detailed explanation, citing all applicable provisions
in this Contract, which supports the Contractor change request. If
the Contractor does not submit its itemized proposal within the time
described above or within such extension, which the Project Lead,
in his/her discretion may have granted in writing, it waives any
claim for an adjustment in the Contract price or Contract time arising
out of the act or event described in the Contract change request.
c. If a Contractor change request is denied by the Project Lead, in
whole or in part, any claim for an increase in the Contract price or
Contract time arising out of the act or event described in the
Contractor change request is waived unless the Contractor timely
complied with the provisions of paragraphs 2(a-d) of this Section.
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
17
XII. Warranty and Guarantee; Tests and Inspections; Correction, Removal or Acceptance of
Defective Project Work
A. Warranty.
1) The Contractor warrants and guarantees to the County that all Project
work, whether supplied, furnished, installed, provided, or performed by
Contractor, a subcontractor, or supplier, will be in accordance with this
Contract and will not be defective and that all Project work shall be performed
in a skillful and workmanlike manner. Additionally, the Contractor shall
warrant that all equipment which is incorporated into the Project or any
subsystem shall be new, free from liens and defects in design, have clear title,
be free from faulty materials and workmanship, and shall conform in all
aspects to the terms of this Contract, to the drawings issued for manufacture
by the Contractor, and shall be in conformance with the those technical
specifications provided in Section II (Scope of Work) of this Contract and
Contractor's Proposal. Except where longer periods of warranty are indicated
for certain items, Contractor warrants Project work, whether furnished,
installed, provided, performed or supplied by Contractor, a subcontractor or
supplier, to be free from faulty materials and workmanship and that each piece
of equipment or any part thereof incorporated into the Project or any
subsystem shall conform to the aforementioned warranty and guarantee
provisions and be free from failure for a period of not less than two (2) years
from date of Final Payment. Landscaping replacement shall be warranted for
two (2) growing seasons.
2) With respect to all warranties, express or implied, from
subcontractors, manufacturers, or suppliers for Project work performed and
materials furnished under the Contract, the Contractor shall:
a. Obtain all warranties that would be given in normal commercial
practice. To the extent that the subcontractor's, manufacturer's, or
supplier's, standard warranty exceeds the minimum County
requirements as set forth in this Section or elsewhere in this Contract,
the subcontractor's, manufacturer's, or supplier's standard warranty
shall apply.
b. Require all warranties to be executed, in writing, for the benefit of the
County, if directed by the Project Lead; or
c. Enforce all warranties for the benefit of the County, if directed by the
Project Lead.
d. Assign all warranties and guarantees in writing to the County upon the
request of the County.
B. Access to Project. The Project Lead and the Project Lead’s representatives,
other representatives of the County, testing agencies and governmental agencies
with jurisdictional interests shall have access to the Project, at any time for their
observation, inspecting and testing. Contractor shall provide proper and safe
conditions for such access.
C. Tests and Inspections.
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
18
1) The Contractor shall cooperate with material testing persons and
firms, and for required inspections, and compliance and approval tests for the
work performed by the Contractor or its subcontractor.
2) If any laws, ordinances, rules, regulations, code or order of any public
body having jurisdiction requires any Project work (or part thereof) to
specifically be inspected, tested or approved, the Contractor shall assume full
responsibility therefore, pay all costs in connection therewith and furnish the
Project Lead the required certificates of inspection, testing or approval. The
Contractor shall also be responsible for and shall pay all costs in connection
with any inspection or re-testing required in connection with the County’s or
the Project Lead’s acceptance of a supplier of materials or equipment proposed
to be incorporated in the Project, or of materials or equipment submitted for
approval prior to the Contractor's purchase thereof for incorporation in the
Project. The cost of all inspections, testing, re-testing and approvals in addition
to the above which are required by this Contract shall be paid by the Contractor
(unless otherwise specified). The County will conduct and pay for the
conformance tests on materials installed in-place, and the Contractor shall pay
for re-testing of all failing and non-conforming materials thereafter.
3) All inspections, tests or approvals other than those required by laws,
ordinances, rule, regulations, code, or order of any public body having
jurisdiction shall be performed by organizations acceptable to the Project
Lead.
4) If any Project work (including the work of others) that is to be
inspected, tested or approved is covered without written concurrence of the
Project Lead, it must be uncovered for observation. Such uncovering and
testing when required by the Project Lead shall be at the Contractor's expense.
5) Neither observations by the Project Lead nor inspections, tests or
approvals by others shall relieve the Contractor from the Contractor's
obligations to perform the Project in accordance with this Contract.
D. Correction or Removal of Defective Work. If required by the Project Lead or the
County, the Contractor shall promptly, as directed, either correct all defective Project
work, whether or not fabricated, installed or completed, or, if the Project work has
been rejected by the Project Lead or the County, remove it from the site and replace it
with non-defective Project work. The Contractor shall bear all direct, indirect and
consequential costs of such correction or removal (including but not limited to fees
and charges of engineers, architects, attorneys and other professionals) made
necessary thereby.
E. Correction Period. If within two (2) years after the date of Final Payment or such
longer period of time as may be prescribed by laws or by the terms of any applicable
special guarantee required by the Contract Documents or by any specific provision of
the Contract Documents, any Project work is found to be defective, the Contractor
shall promptly without cost to County and in accordance with County's written
instructions, either correct such defective Project work, or, if it has been rejected by
County, remove it from the site and replace it with non-defective Project work. If the
Contractor does not promptly (within seven (7) days from receipt) comply with the
terms of such instructions, or in an emergency where delay would cause serious risk
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
19
of loss or damage, the County may have the defective Project work corrected or the
rejected Project work removed and replaced, and all direct, indirect and consequential
costs of such removal and replacement (including but not limited to fees and charges
of engineers, architects, attorneys and other professionals) will be paid by the
Contractor. Contractor shall also pay for any damage to other Project work, other
property, or person, which occurred as a result of the defective Project work.
F. County May Correct Defective Work. If the Contractor fails within ten (10)
consecutive calendar days after written notice of the Project Lead or the County to
proceed to correct and to correct defective Project work or to remove and replace
rejected Project work as required by the Project Lead or the County in accordance
with paragraph D of this Section, or if the Contractor fails to perform the Project work
in accordance with the Contract Documents, or if the Contractor fails to comply with
any other provision of the Contract Documents, the County may, after seven (7) days'
written notice to the Contractor, correct and remedy any such deficiency. In
exercising the rights and remedies under this paragraph the County shall proceed
expeditiously to the extent necessary to complete corrective and remedial action. The
County may exclude the Contractor from all or part of the site, take possession of all
or part of the Project, and suspend the Contractor's services related thereto, take
possession of the Contractor's tools, appliances, construction equipment and
machinery at the site and incorporate in the Project all materials and equipment stored
at the site or for which the County has paid the Contractor but which are stored
elsewhere. The Contractor shall allow the County, the County's representatives,
agents and employees such access to the site as may be necessary to enable the County
to exercise the rights and remedies under this paragraph. All direct, indirect and
consequential costs of the County in exercising such rights and remedies will be
charged against the Contractor, and a Change Order will be issued by the County
incorporating the necessary revisions in the Contract price. Such direct, indirect and
consequential costs will include but not be limited to fees and charges of engineers,
architects, attorneys and other professionals, all court costs and all costs of repair and
replacement of work of others destroyed or damaged by correction, removal or
replacement of the Contractor's defective Project work. The Contractor shall not be
allowed an extension of the Contract time because of any delay in performance of the
Project work attributable to the exercise by the County of the County's rights and
remedies hereunder.
XIII. Liquidated Damages. It is the County’s intent to complete this project no later than
November 18, 2022. Liquidated damages of Zero dollars and Zero cents ($0.00) per
calendar day shall be paid if project is not completed by that deadline.
A. Time for Completion. It is hereby understood and mutually agreed, by and between
the Contractor and the County, that the date of beginning Project work and the time
of completion as specified herein are essential conditions of the Contract. The
Contractor agrees that said Project shall be prosecuted regularly, diligently, and at
such rate of progress as will ensure completion within the time(s) specified. It is
expressly understood and agreed, by and between the Contractor and the County, that
the time(s) for completion of the Project described herein are reasonable time(s) for
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
20
the completion of the Project, taking into consideration the average climatic
conditions prevailing in the locality of the Project.
B. Time is of the Essence to the Contract. It is further agreed that time is of the
essence in completing the Project, and that the Project Work Schedule and all dates
set forth therein and where in this Contract, an additional time is allowed for the
completion of the Project, the new time limit fixed by such extension shall be of the
essence of the Contract.
C. Liquidated Damages. Completion of the Project is of paramount importance to the
County. If any portion of the Project is not completed in accordance with any time
extensions granted by the County, the County will suffer damage, the extent of which
will be impractical and extremely difficult to estimate accurately. Therefore, as part
of the consideration for executing the Contract, it is hereby agreed that the Contractor
shall pay to the County the liquidated damage amounts specified in the Contract. This
particular provision shall not be construed as a penalty upon said Contractor for failing
fully to complete said Project as agreed in the Proposal and this Contract nor is it
intended, but as Liquidated Damages to compensate the County for all costs incurred
as a result of such breach of Contract.
D. Delays in Project Completion of Construction Phase. Subject to the terms of
"Excusable Delays", as contained in paragraph E of this Section, the Contractor
expressly agrees to pay the County as a reasonable estimate of just compensation for
damages contemplated with the clause, the amount set forth as liquidated damages for
each consecutive calendar day that completion is delayed in the construction of the
Project.
E. Excusable Delays - Force Majeure. If, by reason of Force Majeure, any party
hereto shall be rendered unable wholly or in part to carry out its obligations under this
Contract then such party shall give notice and full particulars of such Force Majeure
in writing to the other party within a reasonable time after occurrence of the event or
cause relied upon, and the obligation of the party giving such notice, so far as it is
affected by such Force Majeure, shall be suspended during the continuance of the
liability then claimed, but for no longer period, and any such party shall remove or
overcome such inability with all reasonable dispatch. The term Force Majeure as
employed herein, shall mean acts of God, strikes, lockouts, or other industrial
disturbances, acts of public enemy, orders of any kind of the Government of the
United States or the State of Colorado or any political subdivision, except the County,
or any civil or military authority, insurrection, riots, epidemics, landslides, lightning,
earthquakes, fires, hurricanes, storms, floods, washouts, droughts, arrests, restraint of
government and people, civil disturbances, explosions, breakage or accidents to
machinery, pipelines, or canals, or other causes not reasonably within the control of
the party claiming such inability. It is understood and agreed that the settlement of
strikes and lockouts shall be entirely within the discretion of the party having the
difficulty, and that the above requirement that any Force Majeure shall be remedied
with all reasonable dispatch shall not require the settlement of strikes and lockouts by
acceding to the demands of the opposing party or parties when such settlement is
unfavorable to it in the judgment of the party having the difficulty.
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
21
F. Cumulative Remedy. The liquidated damages referred to herein are intended to be
and are cumulative and shall be in addition to every other remedy now or hereafter
enforceable at law, in equity, by statute, or under Contract.
XIV. Termination of Contract
A. The County may terminate this Contract upon the occurrence of any one or more of
the following events:
1) If the Contractor commences a voluntary case under any chapter of the
Bankruptcy Code (Title II, United States Code), as now or hereafter in effect,
or if Contractor takes any equivalent or similar action by filing a petition or
otherwise under any other federal or state law in effect at such time relating to
the bankruptcy or insolvency;
2) If a petition is filed against Contractor under any chapter of the
Bankruptcy Code as now or hereafter in effect at the time of filing, or if a
petition is filed seeking any such equivalent or similar relief against Contractor
under any other federal or state law in effect at the time relating to bankruptcy
or insolvency;
3) If the Contractor makes a general assignment for the benefit of
creditors;
4) If a trustee, receiver, custodian or agent of Contractor is appointed
under applicable law or under Contract, whose appointment or authority to
take charge of property of Contractor is for the purpose of enforcing a Lien
against such property or for the purpose of general administration of such
property for the benefit of Contractor's creditors;
5) If the Contractor persistently fails to perform the Project in accordance
with this Contract including but not limited to, failure to supply sufficient
skilled workers or suitable materials or equipment or failure to adhere to the
work schedule established in this Contract;
6) If the Contractor disregards laws, ordinances, rules, regulations, or
orders of any public body having jurisdiction.
B. Termination Prior to Expiration of Contract Term. The County has the right to
terminate this Contract, with or without cause, by giving written notice to the
Contractor of such termination and specifying the effective date thereof. Such
notice shall be given at least ten (10) days before the effective date of such
termination. In such event all finished or unfinished documents, data, studies and
reports prepared by the Contractor pursuant to this Contract shall become the
County’s property. Contractor shall be entitled to receive compensation in
accordance with the Contract for any satisfactory Project work completed pursuant
to the terms of this Contract prior to the date of termination. Notwithstanding the
above, Contractor shall not be relieved of liability to the County for damages
sustained by the County by virtue of any breach of the Contract by the Contractor.
XV. Independent Contract Status.
A. The parties to this Contract intend that the relationship between them contemplated
by the Contract is that of independent contractor. Contractor, and any agent,
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
22
employee, or servant of Contractor shall not be deemed to be an employee, agent,
or servant of Pitkin County.
B. Contractor is not required to offer his services exclusively to Pitkin County under
this Contract. Contractor may choose to work for other individuals or entities
during the term of this Contract, provided that the basic services and deliverable
products required under this Contract are submitted in the manner and on the
schedule defined under this Contract.
C. Contractor warrants that all work produced will conform to all applicable industry
standard of care, skill and diligence in the performance of Contractor’s obligations
under this Contract.
D. Contractor shall not attempt to oversee or supervise the work or actions of any
Pitkin County employee, servant or agent in the course of completing work under
this Contract.
E. Contractor is not entitled to any Workers’ Compensation benefits through Pitkin
County and is responsible for payment of any federal, state, FICA and other income
taxes.
F. The Contractor shall be required to complete and submit to the County, a Form W-9
Taxpayer Identification Number Request.
XVI. Computation of Time.
A. When any period of time is referred to in this Contract by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such
period falls on a Saturday or Sunday or on a legal holiday, such day will be omitted
from the computation.
B. All times stated in this Contract are of the essence.
XVII. Records and Cost Pricing Data.
A. The Contractor shall maintain in a safe place at the site one record copy of all
Drawings, Specifications, Addenda, Written Amendments, Change Orders, Project
Directive Changes, Field Orders and written interpretations and clarifications in
good order and annotated and updated weekly to show all changes made during
construction. These record documents together with all approved samples will be
available to the Project Lead for reference. Upon completion of the Project, these
record documents and samples will be delivered to the Project Lead for the County.
B. The Contractor shall maintain all data and records pertinent to the Project performed
under this Contract, in accordance with generally accepted accounting principles, and
shall preserve and make available all data and records until the expiration of three (3)
years from the date of final payment under this Contract, or for such longer period, if
any, as is required by applicable statute or by other articles of this Contract. The
County shall have access to all such data and records for such time period to inspect,
audit and make copies thereof during normal business hours. The Contractor
covenants and agrees that it shall require that any subcontractor utilized in the
performance of this Contract permit the authorized representatives of the County to
similarly inspect and audit all data and records of said subcontractors relating to the
performance of said subcontractors under this Contract for the same time period.
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
23
C. If this Contract is completely or partially terminated, the records relating to the Project
terminated shall be made available for three (3) years after any resulting final
termination payment.
D. Records pertaining to appeals or to litigation or the settlement of claims arising under
or relating to the performance of this Contract shall be made available until disposition
of such appeals, litigation, or claims.
XVIII. Miscellaneous.
A. Any use of subcontractors by the Contractor for performance of this Contract must
be accepted in writing by the County.
B. Severability. If any term, section, or other provision of this Contract shall, for any
reason, be held to be invalid or unenforceable, the invalidity or unenforceability of
such term, section, or other provision shall not affect any of the remaining
provisions of this Contract, and to this end, each term, section and provision of this
Contract shall be severable.
C. Integration and Modification. This Contract represents the entire and integrated
Contract between the County and the Contractor and supersedes all prior negotiations,
representations, or contract, either written or oral. This Contract may be amended
only by written Contract signed by both the County and the Contractor.
D. Contract Made in Colorado. The parties agree that this Contract was made in
accordance with the laws of the State of Colorado and shall be so construed. Venue
is agreed to be exclusively in the courts of Pitkin County, Colorado.
E. Attorney’s Fees. In the event that legal action is necessary to enforce any of the
provisions of this Contract, the substantially prevailing party shall be entitled to its
costs and reasonable attorney’s fees.
F. Governmental Immunity. Contractor agrees and understands that Pitkin County is
relying on and does not waive the monetary limitations or terms or any other rights,
immunities, and protections provided by the Colorado Governmental Immunity
Act, C.R.S., § 24-10-101, et seq., as from time to time amended, or otherwise
available to Pitkin County or any of its officers, agents or employees. Further,
nothing in this Contract shall be construed or interpreted to require or provide for
indemnification of the Contractor by the County for any injury to any person or any
property damage whatsoever which is caused by the negligence or other misconduct
of the County or its agent or employees.
G. Current Year Obligations. The parties acknowledge and agree that any payments
provided for hereunder or requirements for future appropriations shall constitute
only currently budgeted expenditures of Pitkin County. Pitkin County’s obligations
under this Contract are subject to Pitkin County’s annual right to budget and
appropriate the sums necessary to provide the services set forth herein. No
provisions of the Contract shall constitute a mandatory charge or requirement in
any ensuing fiscal year beyond the then current fiscal year of Pitkin County.
H. Notice. Any notice required or permitted under this Contract shall be in writing
and shall be provided by electronic delivery to the e-mail addresses set forth below
and by one of the following methods 1) hand-delivery or 2) registered or certified
mail, postage pre-paid to the mailing addresses set forth below. Each party by notice
sent under this paragraph may change the address to which future notices should be
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
24
sent. Electronic delivery of notices shall be considered delivered upon receipt of
confirmation of delivery on the part of the sender. Nothing contained herein shall
be construed to preclude personal service of any notice in the manner prescribed
for personal service of a summons or other legal process.
To Pitkin County:
Ted O'Brien
806 West Hallam Street
Aspen, CO 81611
Email: Ted.Obrien@PitkinCounty.com
with copies to:
Pitkin County Attorney’s Office
530 E. Main St., Suite #301
Aspen, Colorado 81611
Email: Attorney@pitkincounty.com
To Contractor:
Environmental Excavation, LLC
P.O. Box 1737
Carbondale, CO 81623
Phone: (970) 261-2981
Email: EEPeterBlake@gmail.com
I. Waiver. No waiver by either party of any right, term or condition of this
Contract shall be deemed or construed as a waiver of any other right, term or
condition, nor shall a waiver of any breach hereof be deemed to constitute a waiver
of any subsequent breach, whether of the same or of a different provision of this
Contract.
XIX. Contractor’s Representations.
A. In order to induce County to enter into this Contract, Contractor makes the
following representations:
1) Contractor has familiarized himself with the nature and extent of this
Contract, Project, locality, and with all local conditions and federal, state,
and local laws, ordinances, rules and regulations that in any manner may
affect cost, progress, or performance of Project.
2) Contractor has carefully studied the site and has performed all
necessary investigations, tests, and subsurface investigations to define the
latent physical conditions of the construction site affecting cost, progress,
or performance of Project.
3) Contractor has made or caused to be made examinations,
investigations, and tests and studies of such reports and related data as it
deems necessary for the performance of Project at the Contract price, within
the Contract time, and in accordance with the other terms and conditions of
this Contract; and no additional examinations, investigations, tests, reports,
or similar data are or will be required by Contractor for such purposes.
4) Contractor has correlated the results of all such observations,
examinations, investigations, tests, reports and data with the terms and
conditions of this Contract.
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
25
5) Contractor has given Project Lead written notice of all conflicts,
errors, or discrepancies that it has discovered in this Contract, and the
written resolution thereof by Project Lead is acceptable to Contractor.
6) By executing this Contract, the Contractor represents that it has
visited the site, familiarized itself with the local conditions under which the
Project work is to be performed (including weather conditions which can be
expected), and correlated its observations with the requirements of this
Contract.
7) The undersigned representative of Contractor represents that it is an
authorized representative of Contractor for the purposes of executing this
Contract and that it has full and complete authority to enter into this
Contract on behalf of Contractor.
XX. Counterparts. This Contract may be executed in multiple counterparts, each of which shall
constitute an original, but all of which shall constitute one and the same document.
XXI. Public Contracts for Services and Public Contracts with Natural Persons. In
conformance with the provisions of C.R.S. §§ 8-17.5-101, et seq., as amended and C.R.S.
§§ 24-76.5-101, et seq., as amended:
A. PUBLIC CONTRACTS FOR SERVICES. §§8-17.5-101, et seq. C.R.S.
[Not applicable to agreements relating to the offer, issuance, or sale of securities,
investment advisory services or fund management services, sponsored projects,
intergovernmental agreements, or information technology services or products and
services] Contractor certifies, warrants, and agrees that it does not knowingly employ or
contract with an illegal alien who will perform work under this Contract and will confirm
the employment eligibility of all employees who are newly hired for employment in the
United States to perform work under this Contract, through participation in the E-Verify
Program established under Pub. L. 104-208 or the State verification program established
pursuant to §8-17.5-102(5)(c), C.R.S., Contractor shall not knowingly employ or contract
with an illegal alien to perform work under this Contract or enter into a contract with a
Subcontractor that fails to certify to Contractor that the Subcontractor shall not knowingly
employ or contract with an illegal alien to perform work under this Contract. Contractor (i)
shall not use E-Verify Program or State program procedures to undertake pre-employment
screening of job applicants while this Contract is being performed, (ii) shall notify the
Subcontractor and the contracting State agency within 3 days if Contractor has actual
knowledge that a Subcontractor is employing or contracting with an illegal alien for work
under this Contract, (iii) shall terminate the subcontract if a Subcontractor does not stop
employing or contracting with the illegal alien within 3 days of receiving the notice, and
(iv) shall comply with reasonable requests made in the course of an investigation,
undertaken pursuant to §8-17.5-102(5), C.R.S., by the Colorado Department of Labor and
Employment. If Contractor participates in the State program, Contractor shall deliver to
the contracting State agency, Institution of Higher Education or political subdivision, a
written, notarized affirmation, affirming that Contractor has examined the legal work status
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
26
of such employee, and shall comply with all of the other requirements of the State program.
If Contractor fails to comply with any requirement of this provision or §§8-17.5-101 et
seq., C.R.S., the contracting State agency, institution of higher education or political
subdivision may terminate this Contract for breach and, if so terminated, Contractor shall
be liable for damages.
PUBLIC CONTRACTS WITH NATURAL PERSONS. §§24-76.5-101, et seq., C.R.S.
Contractor, if a natural person 18 years of age or older, hereby swears and affirms under
penalty of perjury that he or she (i) is a citizen or otherwise lawfully present in the United
States pursuant to federal law, (ii) shall comply with the provisions of §§24-76.5-101 et
seq., C.R.S., and (iii) has produced one form of identification required by §24-76.5-103,
C.R.S. prior to the Effective Date of this Contract.
Contract # 010.22 Rev. 2018-10-10 btf
Budget Line Item # 11836360.531500.10104
27
IN WITNESS WHEREOF, the parties have executed this Contract as of the date first set out herein
above.
ENVIRONMENTAL EXCAVATION, LLC
________________________________________________
!#VENDOR SIGNATURE#! Date
PITKIN COUNTY, COLORADO
RECOMMENDED FOR APPROVAL:
_________________________________________________
!#DEPARTMENT REPRESENTATIVE#! Date
SECTION APPROVAL:
________________________________________________
!#SECTION LEADER#! Date
MANAGER APPROVAL:
________________________________________________
!#COUNTY MANAGER#! Date
May-20-2022
Resource and Trails Manager
Ted O'Brien
May-27-2022
Phylis Mattice
Deputy County Manager
May-27-2022
Rich Englehart
Deputy County Manager
May-27-2022
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
1
PUBLIC NOTICE
Pitkin County is accepting proposals to provide Redstone Park Improvements.
More information is available online at www.BidNetDirect.com/Colorado.
Any and all questions, or requests for clarification, must be submitted by 4:00 PM MT on
March 11, 2022. Questions and requests for clarification will only be accepted via email
at procurement@pitkincounty.com.
Proposal documents must be uploaded to the BidNet Direct website no later than 2:00
PM MT on March 28, 2022.
Published in the Aspen Daily News: February 28, 2022 and March 7, 2022.
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
2
PITKIN COUNTY
REDSTONE PARK IMPROVEMENTS
Table of Contents
REQUEST FOR PROPOSAL
I. INTRODUCTION 3
II. COUNTY BACKGROUND 3
III. SCOPE OF WORK 4
A. SPECIFICATIONS AND DRAWINGS 4
B. CONTRACT TIME AND LIQUIDATED DAMAGES 4
C. ADDITIONAL INFORMATION 4
IV. SELECTION PROCESS 4
A. SUBMITTALS 4
B. TIME SCHEDULE 6
C. EVALUATION CRITERIA AND WEIGHING 6
D. SELECTION COMMITTEE 7
E. CONTRACT 7
PROPOSAL FORM 8
INSTRUCTIONS TO PROPOSERS 10
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
3
REQUEST FOR PROPOSALS
REDSTONE PARK IMPROVEMENTS
GENERAL INFORMATION TO PROPOSERS
ISSUED: February 22, 2022
DUE: March 28, 2022 by no later than 2:00 PM MT
I. INTRODUCTION
Pitkin County (hereinafter called the “County”) is qualifying interested parties for
the implementation of park design improvements at the Redstone Park located
between Redstone Boulevard and the Crystal River in Redstone, CO.
The County will award a single Construction contract with an anticipated
completion date on November 18, 2022.
II. COUNTY BACKGROUND
Covering 975 square miles, Pitkin County is located in the heart of the White River
National Forest, surrounded by the spectacular peaks of the central Rocky
Mountains. Pitkin County is located in Colorado with the county seat of Aspen.
Pitkin County includes the communities of Aspen, Snowmass, Woody Creek, Old
Snowmass, Meredith, Thomasville, Redstone and portions of the town of Basalt.
As public servants, we work in the public trust to ensure quality of life and
experience in Pitkin County for present and future generations.
Organizational Values: Pitkin County embraces the following values to promote
public trust and confidence in County Government.
Stewardship: We strive to leave our natural environment, community, public
assets, and organization in better condition than we found them for current and
future generations.
Ethics: We hold ourselves to high standards of honesty and dependability in the
conduct of County business.
Excellence: We are committed to providing quality services that are accessible,
accurate and innovative to meet our community’s needs.
Collaboration: We work together as employees and with citizens and other
government, non-profit and private sector organizations helping each other
succeed in promoting and achieving the public’s goals.
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
4
Open Communication: We are committed to listening to our citizens and
partners and to giving accurate and timely information.
Positive Work Environment: We appreciate dedicated and knowledgeable
employees and support their professional and personal growth.
Additional information about the County may be found on the County’s website
at: https://pitkincounty.com/DocumentCenter/View/21997/PC_brochure_2020_FFO_digital
III. SCOPE OF WORK
A. SPECIFICATIONS
Pitkin County Open Space and Trails is seeking a qualified contractor to
implement design improvements to Redstone Park that focus on improving the
existing amenities of this well-loved park located within the Redstone community
in the Crystal River Valley. The design improvements to the park include
improved access and circulation, replacing and enlarging the gazebo to serve
community events and summer concerts, a reconfigured playground, river access
enhancements, and improved and formalized turf area to facilitate the community-
run ice rink.
The successful bidder will be required to provide the following construction
services:
• Temporary tree and plant protection.
• Limited tree and shrub removal. Trees to be removed by the Gazebo will be
removed by Holy Cross Energy (HCE).
• Earthmoving to lift the sinking marble picnic tables and reset on buried slab.
• Earthmoving to level the lawn and picnic/event area.
• Bank stabilization of the existing levee with landscape boulders and native
plantings.
• Grading to achieve ADA access from the park to the bridge connecting to Elk
Park.
• Leveling the north area of the park for an informal ice rink and passive turf
area in the summer.
• Installation of boulder steps from levee to river edge.
• Replace split rail fencing.
• Replacement of concreate sidewalks.
• Gravel resurfacing of the parking lots and installation of wheel stops.
• Installation of beam stone retaining/seat walls.
• New concrete foundation for the existing, relocated shed.
• Construction of a wood fence and gate trash enclosure.
• Reconfiguring the playground using existing play equipment.
• Installation of playground protective surfacing.
• Installation of site furnishings including gazebo to manufacturer
specifications, drinking fountain, signs, and picnic tables.
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
5
• Design build installation of planting irrigation.
• Soil preparation.
• Planting of turf and native grasses, plants and trees.
• Project management and coordination activities to include progress meetings,
construction progress documentation, and photographic documentation.
Detailed Project specifications are listed in the attached Redstone Park Bid Set
(“Attachment A”).
NOTE: Updated cost and preliminary construction documents for the shade
structure will be released once received from the manufacturer.
B. ADDITIONAL INFORMATION
It is the Contractors responsibility to provide any and all safety equipment and/or
managerial oversight necessary to perform all work in a safe and workman-like
manner. Pitkin County reserves the right to enter the working site for periodic
checks of safe working environments, as applicable.
Pitkin County expects that any Contractor providing goods or services will do so in
compliance with Pitkin County policies, including, but not limited to, tobacco use
policies, public health orders, permitting requirements, construction ordinances,
building access and safety requirements, and Pitkin County standards of conduct.
Pitkin County’s elected Board of County Commissioners have identified climate
action and carbon footprint reduction as a priority for County projects. Pitkin
County encourages all proposers to be environmentally conscious when preparing
their proposal documents, making travel plans, printing materials, selecting fleet
vehicles, designing/updating facilities systems, qualifying subcontractors,
investing, and/or any other business activities wherever a less environmentally
impactful solution may or could exist.
IV. SELECTION PROCESS
The County is required by the terms of the Pitkin County Procurement Code to
conduct a competitive selection process to select a Contractor for the above-
described proposal. This process shall be through formal proposals submitted in
response to this Request for Proposals.
A. SUBMITTALS
1. Proposer shall submit proposals for this Service as outlined in the Request
for Proposals and Scope of Services, or an alternately developed plan as developed
by Proposer in response to and in accordance with this Request for Proposals and
Information to Proposers attached hereto.
Proposal Format: Each response shall be 8½” X 11” in size. Font, Times New
Roman, size shall be no smaller than 12 point. A sample contract has been included
for review and Template Contract revisions, if any, must be uploaded as a separate
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
6
file with any changes clearly highlighted. Template Contract change requests will
not be reviewed until scoring has been completed and, as such, any information that
could be considered material to your proposed response to the solicitation should
not be included in the sample Contract. Proposals may include pages up to 11”x17”
size, as needed.
a. The proposal must contain name, address, daytime phone
number(s), and e-mail address for person(s) to whom additional
selection process requests should be communicated;
b. A proposed approach (basic description of how Proposer will
proceed with this Service), timetable for the Service, and proposed
method of compensation for services rendered;
c. A statement of Qualifications of the Proposer and any
subcontractors anticipated to perform under the awarded contract;
d. References, especially those for significantly similar projects
with local governments;
e. A completed Proposal Form (may indicate “In Attached
Documents” for Approach and Qualifications/References sections
of the provided Proposal Form, if desired. The Proposal Form,
however, will not be considered complete if any and all addenda
are not acknowledged and the form has not been signed);
f. List of all subcontractors (including qualifications);
g. Fee schedule of standard rates for any work that may not be
included in provided Scope of Work, as applicable
2. Proposer may be required to supply additional information upon request,
or to make additional submissions under secondary selection criteria, if
necessary.
3. Any and all questions or comments shall be submitted via email to
procurement@pitkincounty.com no later than 4:00 PM MT on March 11,
2022. All requests must have the email subject line, “RFP 100.22 –
Redstone Park Improvements Request for Clarification and Questions.” All
questions, comments and answers provided shall be shared with all
Proposers via addendum posted on BidNet Direct. Addendum(s) will
include the requests for clarification and questions, as written by the
Proposer.
4. All Proposals must be uploaded to the BidNet Direct website. Proposals
will not be accepted in any other form or manner.
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
7
5. During the Request for Proposal selection process, all proposals shall
remain confidential. The entire selection process (procurement) file shall be
available to the public (which includes all Proposers) after an agreement is
approved by the County, except those items for which confidentiality has
been requested in writing by the Proposer, and providing that the County
Attorney has reviewed and determined this to be the properly confidential
under the State Open Records Act and other relevant statutes and
regulations.
B. TIME SCHEDULE
The County will endeavor to use the following timetable:
February 22, 2022 Request for Proposals publicly advertised, posted on website
(www.bidnetdirect.com/colorado)
March 4, 2022 Recommended pre-proposal meeting and site walkthrough
will be held at Redstone Park in Redstone, CO. Please
submit your RSVP with planned attendee list via email to
procurement@pitkincounty.com by no later than 24-hours
prior to the scheduled meeting.
March 11, 2022 Proposer’s request for clarification and questions due via
email to procurement@pitkincounty.com by 4:00 PM MT
March 15, 2022 County’s response to request for clarification and questions
posted on BidNet Direct via addendum
March 28, 2022 PROPOSALS MUST BE UPLOADED TO BIDNET
DIRECT BY 2:00 PM MT
Week of
March 28 – April 1 Meeting of Selection Committee; checking of references as
necessary; requests for additional information or
clarifications, if necessary; scheduling of interviews, if
necessary
April 4, 2022 Issuance of Notice of Award to top-ranked proposer
April 4, 2022 Notices sent to unsuccessful proposers
April 18, 2022 Anticipated Contract Start Date
November 18, 2022 Anticipated Contract Completion Date
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
8
C. EVALUATION CRITERIA AND WEIGHING
Selection of the "short-listed" Proposers to be interviewed and/or the selection of
the top-ranked Proposer will be based upon the following criteria and relative
importance (or as the same may be amended or supplemented by published
secondary selection criteria, if any):
1. Approach to Project 30%
The Proposer shall prepare a brief statement as to their intention to address:
A. The Project Scope of Work
B. The Project Schedule
2. List of Similar Work 25%
The Proposer shall submit examples of projects of similar size and scope,
specifically with local governments when available.
3. Availability 20%
The Proposer shall affirmatively state and demonstrate that all necessary
staff is available to complete the Project within the time indicated on the
proposed schedule.
4. Estimated Cost of Services, including Reimbursable Expenses 15%
A. The Proposer shall list all costs assumed necessary to successfully
complete and/or deliver the provided scope of work, services,
and/or goods, including, but not necessarily limited to:
i. Labor and material expenses
ii. Reimbursable expenses for mileage and/or
administrative services
iii. Miscellaneous expenses
B. The Proposer shall provide a list of standard fees/rates and
material markup rates to include with the Contract for any
additional services or goods that may not be covered in the
awarded Contract; billable only as incurred and as agreed upon in
advance by mutual signing of a change order.
4. References 10%
The Proposer shall provide a list, including contact name and information,
of references/prior clients, especially local, state and federal government.
D. SELECTION COMMITTEE
Communications between Proposer and any member of the selection committee
during the selection process, except when and in the manner expressly authorized
by the Request for Proposals, is prohibited. Violation of this restriction is grounds
for disqualification from the process.
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
9
Voting Members of the
Selection Committee:
Nonvoting counsel to the
Selection Committee:
-Gary Tennenbaum, OST
Executive Director
-Jessie Young, OST Planning and
Outreach Manager
-Carly Klein, OST Senior
Planner
-Ted O’Brien, Resource & Trails
Manager
-County Attorney
-County Procurement
E. SAMPLE CONTRACT
A sample of the Pitkin County Construction Contract is included as Attachment
B. The Proposer must present any exceptions to the standard contract language, if
any, with their proposal, included as a separate document. If changes are not
requested at the time of proposal submission, the County shall consider that terms
and conditions are accepted by proposer. Requests for Contract alterations,
modifications, additions, or deletions will not be entertained following proposal
submission. Submittal of contract change requests is for County’s information
only and will not be reviewed until selection committee scoring and vendor
selection has been completed; contract language change requests will not
disqualify any proposer or be evaluated for partiality. This opportunity is offered
so proposers may familiarize themselves with standard County terms and
requirements, and change requests that are submitted at the time of proposal allow
the County to expedite the consideration of such requests during the award
process so as to avoid delays in contracting.
As mentioned in Section IV.A, proposers should not include any information
specific to their proposed approach, pricing, delivery schedule, etc. when
submitting language change requests as this information will not be reviewed
prior to final selection of a top-ranked proposer. Failure of proposer to review and
abide by this guidance and any lack of conveyance of such information to the
selection committee shall be construed as an error on the behalf of the proposer
and not on behalf of the County or the selection committee.
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
10
PROPOSAL FORM
Proposal Time: 2:00 PM MT
Proposal Date: March 28, 2022
From:
Phone
E-mail Address:
To: THE PITKIN COUNTY BOARD OF COMMISSIONERS
c/o Procurement
530 E Main Street, Suite #304
Aspen, CO 81611
For: RFP 100.22: Redstone Park Improvements
Pursuant to a request by the Pitkin County Commissioners, the undersigned Proposer
having examined this Request for Proposals (RFP), including familiarization of the site
and/or the conditions of the proposed Service environment, including the availability of
materials and labor hereby proposes to furnish all labor, materials, supplies, applicable
permits, services, and supervision required to provide a completed product as detailed in
this RFP and adjoining documentation for the sum of:
$___________________________________________
Fee Schedule(s) for this project and any applicable work that may not have been included
in the Scope of Work but may be necessary for successful completion must be included in
the proposal documents.
Approach, Qualifications, and References may be submitted on your own proposal form;
please indicate “In attached documents” for any items omitted herein. A completed
proposal form including, at minimum, acknowledgement of all addenda and
signature/corporate seal is required for proposals to be considered responsive.
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
11
Statement and Detailed Approach to Service:
Qualifications of Proposer:
Please insert names address, phone numbers and description of similar Service for
Reference Checks.
1.
2.
3.
It is further understood that the right is reserved by the County to reject any and all
proposals and it is agreed that the proposals may not be withdrawn for a period of ten (10)
days from specified time for receiving proposals.
The Proposer acknowledges receipt of Addenda Nos. .
The right is reserved to waive any informalities and to reject any Proposal.
(Type/Print name under all signatures)
Dated this day of , 2022
(Corporate seal) PROPOSER:
SIGNATURES: If the proposal is being submitted by a Corporation, the Proposal
Form should be signed by an officer, i.e. President or vice-president. The signature of the
officer signing shall be attested to by the secretary and properly sealed. If the proposal is
being submitted by an individual or a partnership, the proposal shall so indicate and be
properly signed.
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
12
INSTRUCTIONS TO PROPOSERS
FOR PITKIN COUNTY CONTRACTS
1. a. A "Proposal" is a responsive, conforming, unconditional, complete, legible and
properly executed offer on the Pitkin County Proposal Form to do the work called for
in the Request for Proposals (“RFP”).
b. Proposals must be submitted electronically in PDF format and submitted at the time
and place designated in the RFP. Electronic submissions must be clearly marked as a
"sealed proposal" with the Service name and the name, contact person, mailing
address and telephone number of the Proposer. The County reserves the right to
request verification of any original or electronic signature at any time before issuing
a Notice of Award.
c. It shall be the responsibility of the Proposer to ensure that the Proposal is in proper
form and in the County's possession by or before the scheduled time and date of public
Proposal opening. Proposals will not be accepted after the scheduled time and date of
opening. Any Proposals received late will be returned to the Proposer unopened, if
possible. In the event that it is impossible to determine who the late Proposer is unless
the envelope is opened, the envelope will be opened, the address determined, and the
envelope and Proposal returned immediately to the Proposer.
d. If specified in the Request for Proposals, parties who request packages of proposal
documents will be required to pay a fee for the document package. All parties who
request packages must provide the name of the potential Proposer, along with the
name of a contact person, address, telephone number, and email address for the
purpose of dissemination of Addenda or additional proposal information.
e. If a mistake is made or discovered at or after the public opening, the County reserves
the right to determine which party made the mistake and whether the mistake is
material and, after these determinations, the County, in its sole discretion, shall make
the decision whether to accept or reject the Proposal. No advantage shall be taken by
either party of manifest clerical errors or omissions in the Proposal documents or the
Request for Proposals (and plans and specifications). All Proposers are required to
notify the County immediately of any errors of omissions that may be encountered.
(See 2.a. and 2.c., below).
f. The signer of the Proposal must initial any alteration or erasure. If provided on the
required Proposal Form, the proposal price of each item must be stated in numerals
and words; in case of a conflict, the words will control. In case of conflict between the
indicated sum of any addition of figures and the correct sum, the correct sum will
control.
g. No reimbursement will be made by the County for any costs incurred in the
preparation of a statement of qualifications, Proposals, or attendance at a site
inspection, pre-bid conference or interviews.
h. No person, firm, corporation or other entity shall be allowed to make, file or be
interested in more than one Proposal for the same work, unless alternate proposals are
called for. A person, firm, corporation or other entity who has submitted a sub-
proposal to Proposer, or who has quoted prices on materials to a Proposer, is not
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
13
hereby disqualified from submitting a sub-proposal or quoting prices to other
Proposers.
2. a. If any person contemplating submitting a Proposal is in doubt as to the true meaning
of any part of the Drawings, Specifications or other Proposal or Contract Documents,
or finds discrepancies, errors, ambiguities, inconsistencies, incompleteness or
omissions in the Drawings or Specifications or the proposal process, he/she must
submit to the Procurement Officer a written request for an amplification, clarification,
explanation, interpretation or correction thereof. Failure to do so shall constitute: (1)
acceptance by the Proposer of the Drawings, Specifications or other Proposal or
Contract Documents as is, and (2) a waiver by the Proposer of any and all claims
arising, or that might arise, out of such discrepancies, errors, ambiguities,
inconsistencies, incompleteness or omissions.
b. Proposers may propose substitute materials or techniques if such substitution is equal
to or better than the materials or techniques described in the RFP and if the substitution
has been submitted in writing at least ten (10) days prior to the public Proposal
opening. The burden of proof of equality or superior quality is on the Proposer. If
accepted as equal by the County in its discretion, the substitute will be designated as
an alternative on a formal addendum available to all Proposers three (3) days prior to
the deadline for Proposal submission, when possible. If approval of any substitute
materials and/or processes has not been provided by County prior to the deadline for
proposal submission, proposers may elect to submit an alternate bid with separate
pricing and rationalization for the alternate materials and/or approach. County, at its
sole discretion, will determine if the alternate meets the needs of the respective project.
c. Any amplification, clarification, explanation, interpretation or correction of the
documents will be made only by written Addendum duly issued and a copy of the
Addendum will be mailed or delivered to each person receiving a set of the Proposal
Documents. Delivery, as used in these Instructions, shall include electronic delivery
through e-mail, facsimile, web-posting or other electronic means. Neither the County
nor the Procurement Officer will be responsible for any information, representations,
explanations or interpretations of the Contract Documents not in written addenda.
d. The County reserves the right to call a pre-proposal conference; if called and
conducted, a summary of the pre-proposal conference will be mailed or electronically
delivered to all parties receiving a set of Proposal documents.
e. On request, the County will provide each Proposer access to the site to conduct, at
Proposer's sole cost, such inspections, tests and investigations as each Proposer deems
necessary for submission of a Proposal. No information provided by County
representatives at such a site inspection shall be deemed a waiver of the requirements
of 2.a. and 2.c., above.
f. Any Addenda issued during the time of the Proposal process, or forming a part of the
Proposal Documents, shall be covered in the Proposal, and shall be considered a part
of the RFP. Receipt of each Addendum shall be acknowledged in the Proposal.
g. If specified in the RFP, a request for qualifications may precede the RFP process.
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
14
3. a. Each Proposal, if required by the Proposal Documents, shall be accompanied by a
certified check or bid bond in a form acceptable to the County Attorney, in an amount
specified, payable without condition to the County as a guarantee that the Proposer, if
awarded the Contract, will promptly execute the Agreement in accordance with the
Proposal, and will furnish, if required by the Proposal, good and sufficient bonds for
the faithful performance of the Contract and for the payment to all persons supplying
labor and material for the work (see 10.a., below). The Proposal guaranties of all parties
except the three highest scoring Proposals will be returned promptly after the opening
of Proposals. After execution of the Contract and issuance of a Notice to Proceed, the
remaining two Proposers’ guaranties will be returned.
b. Proposer also, if required by the Proposal Documents, will fully complete and submit
with the Proposal a Pitkin County Qualification Statement, or an updated Statement
if one is already on file. Pitkin County reserves the right to pre-qualify Proposers based
on said qualification statements.
c. Proposer also must submit with the Proposal a list of subcontractors, independent
contractors and suppliers to be employed under the Contract. If the County has a
reasonable objection to any such subcontractor, independent contractor or supplier, it
shall notify the Proposer and the Proposer may then: (a) withdraw the Proposal; or (b)
substitute an acceptable contractor or supplier. If required by the Contract Documents,
subcontractors, independent contractors and/or suppliers may be required to submit a
Contractor's Qualification Statement.
d. Proposals by corporations must be executed in the corporate name by the president or
a vice-president (or other corporate officer accompanied by evidence of authority to
sign) and the corporate seal must be affixed and attested by the secretary or an assistant
secretary. The corporate address and state of incorporation shall be shown below the
signature.
e. Proposals by partnerships or limited liability companies (“LLC”) must be executed in
the partnership or LLC name and signed by a partner, authorized LLC officer, whose
title must appear under the signature and the official address of the partnership or LLC
must be shown below the signature. The state in which the entity was formed and whose
law governs the entity shall be shown below the signature.
f. All names must be typed or printed below the signature.
4. a. Proposer acknowledges that this proposal is solicited and submitted subject to the
requirements of the "Pitkin County Procurement Code," (Ordinance #009-2021, as
previously amended by Ordinances #026-2005 & #03-2007 (copies available via the
PitkinCounty website at https://pitkincounty.com/DocumentCenter/View/27059/title-
03-revenue-and-finance or upon request for a nominal charge). As such, the Proposer
agrees to comply with all applicable requirements of said Procurement Code relating
to proposing, contract drafting, contract administration, and ethics. The requirements
of the Procurement Code are incorporated herein by this reference.
b. The Proposer shall immediately notify the County Manager in writing of any violation
of said Code by the County's employees or agents, which violation is known or should
have been known by Proposer, and failure to so notify the County of violations within
five (5) days of knowledge of such violations shall disqualify the Proposer from award
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
15
of the Contract being proposed and shall be deemed as a waiver of any action or
defense that the Proposer may have against the County by reason of such violation of
the Procurement Code.
c. The submission of a Proposal shall be conclusive evidence and legal admission that
the Proposer: (1) has no questions, complaints or objections in connection with the
Proposal process and/or documents, subject to any requests made by Proposer for
amplification, clarification, explanation, interpretation or correction pursuant to
Paragraph 2.a. and 2.c., above; (2) has no questions, complaints or objections as to the
completeness, sufficiency, scope or detail of the Proposal Documents; and (3) has full
knowledge of the scope, nature, quality and quantity of work to be performed, the
detailed requirements of the Proposal Documents including any and all contract
documents, the plans and specifications, the site and conditions under which the work
is to be performed, the Pitkin County Procurement Code and applicable Colorado law.
5. a. All Proposals will be opened and read in public by name of Proposer only. No
Proposals may be withdrawn after the beginning of the public opening. The County,
in its sole discretion, may delay a Proposal opening for no longer than two (2) business
days if weather or other circumstances beyond control of Proposers results in delay in
receipt of Proposals. Proposals may be withdrawn at any time prior to the beginning
of the public opening or modified by a document executed and delivered in a form
substantially similar to the Proposal Form prior to opening.
b. All Proposals submitted must be valid for a minimum period of sixty (60) days after
the date of the Proposal opening. During this time, Proposers are investigated, and
Proposals are evaluated.
6. a. Proposals will be awarded to the highest scoring Proposer complying with the terms,
conditions, guidelines, selection criteria, plans and specifications presented in the
Request For Proposals. All rights are reserved by the County to determine, in the
County's sole reasonable discretion, whether the Proposal meets the needs or a
purpose intended and is within the budget.
b. Although price may be a major consideration in the selection of a Proposal, the County
does not award on price alone. The County may also consider the quality of product
as judged by the County; past experience with Proposers, subcontractors, independent
contractors, products or suppliers; qualifications of the Proposers and/or
subcontractors, independent contractors or suppliers; services offered; warranties;
maintenance considerations; long-range costs; delivery; and similar considerations,
all as specified in detail in the RFP.
c. The County reserves the absolute right to conduct such investigations as it deems
necessary to assist in the evaluation of any Proposal and to establish the experience,
responsibility, reliability, references, reputation, business ethics, history,
qualifications and financial ability of the Proposers and proposed subcontractors,
independent contractors and suppliers. The purpose of such investigation is to satisfy
the County that the Proposer has the experience, resources and commercial reputation
necessary to perform the work and support any warranties in accordance with the
Contract Documents in the prescribed manner and time.
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
16
d. The County, at its sole discretion, may require the apparent successful Proposer to
demonstrate, at a place and time designated by the County, that the Proposal meets
the performance criteria specified, or to otherwise provide documented proof from
independent reliable sources acceptable to the County that said performance criteria
will be met prior to final acceptance of the Proposal. The burden of proof of such a
demonstration is on the Proposer. In the event that the apparent successful Proposer
fails to demonstrate or provide acceptable proof of meeting required performance
criteria, that proposal will be rejected and the next eligible Proposer in the selection
ranking will be invited to participate in the same process until a proposal meeting
performance criteria is found within the ranking of eligible Proposers. The County
reserves the rights to reject any or all Proposals or to otherwise accept the Proposal
which in the County's sole discretion is in the best interest of the County.
e. Pitkin County reserves the right, if it deems such action to be in the best interests of
the County, to reject any and all Proposals or to waive any irregularities or
informalities therein. Any incomplete, conclusory, false or misleading information
provided by Proposer shall be grounds for rejection of the proposal. If proposals are
rejected, the County further reserves the right to investigate and accept the next best
proposal in order of ranking or to reject all proposals and re-solicit for additional pro-
posals.
f. Any questions or disputes involving the documents or procedures not covered by these
Instructions or other Proposal Documents shall be resolved by the Procurement
Officer on the basis of fairness, custom in the industry, maximization of competition
and best interests and convenience of the County.
7. Issuance of Notice of Award, execution of Contract Documents and issuance of a Notice to
Proceed shall be as specified in the Contract Documents and in accordance with the Pitkin
County Procurement Code. County standard practice is to first notice the top-ranked
proposer and enter into a final contract agreement prior to notifying unsuccessful bidders.
Non-awarded bidders will be notified of the County’s decision and shall be offered an
optional debrief conversation of the bidding and evaluation process; debrief conversations
may be offered prior to contract signing but, in most cases, will not be scheduled until a
contract has been finalized.
8. Contracts will be executed on standard Pitkin County Contract documents and/or by separate
agreement with the Proposer. Copies of any applicable standard forms are included with the
Proposal Documents. The County reserves the right to negotiate with the Proposer for
contract terms not specified in the Proposing Documents. Any changes from the Pitkin
County standard form contract may result in a delay in the issuance of a Notice to Proceed
in order to obtain any necessary County Attorney review of changes from the standard form.
Proposer agrees that any such delays shall not be grounds for either additional compensation
or an extension of time to complete the work that is the subject of the Proposal.
9. If any contract awarded as a result of a Proposal extends beyond the calendar year, nothing
herein shall be construed as an obligation by the County beyond any amounts that may be,
from time to time, appropriated by the County on an annual basis. It is understood that
payment under any Contract is conditional upon annual or supplemental statutory
appropriation of funds by said governing body and that before providing services, the
Proposer, if he/she so requests, will be advised as to the status of funds appropriated for
RFP 100.22 Rev. 2021.10.11 CDD
Budget Line Item #: 11836362.571500.10027
17
services or materials and shall not be obligated to provide services or materials for which
funds have not been appropriated.
INDEX OF SHEETS
SGM
118 W 6TH STREET, SUITE #200
GLENWOOD SPRINGS, CO 81601
PHONE: (970) 945-1004
CONTACT: MIKE FOWLER
CIVIL ENGINEER
DHM DESIGN CORPORATION
311 MAIN STREET, SUITE 102
CARBONDALE, CO 81623
PHONE: (970) 963-6520
CONTACT: JASON JAYNES
PROJECT VICINITY, NOT TO SCALE
BID AND CONSTRUCTION SET
REDSTONE PARK Redstone, Pitkin County, Colorado
February 2, 2022
CVR COVER SHEET
EXCND-1 EXISTING CONDITIONS SURVEY
L.2.001
OVERALL SITE PLAN
L.2.003
SITE PLAN NORTHL.2.004
DETAILSL.6.001
DETAILSL.6.002
L.6.003 DETAILS
L.6.005
PLANTING NOTES AND DETAILS
L.6.004 DETAILS
DETAILS
L.2.002
SITE PLAN SOUTH
LANDSCAPE ARCHITECT
ELK PARK CRYSTAL RIVER
REDSTONE BLVD
DEMOLITION PLAN
L.6.006
REDSTONE PARK
PROJECT SITECRYSTAL RIVERHIGHWAY 133
E1
E2
ELECTRICAL PLAN
ELECTRICAL LEGEND AND SPECIFICATIONS
7"6"4"24"30"18"6"10"10"5"8"10"8"12"12"10"6"18"8"6"10"14"18"18"12"24"18"20"12"16"20"9"8"8"20"15"13"18"12"Crystal RiverFireRingPlanter7160'7160'7165'7165'7165'7165'7165'7165'7170'7170'7170'7170'7170'7170'7170'7165'7165'7165'7168'7170'7162'7161'7164'7163'7168'7166'7167'7168'7169'7163'7166'7163'7
1
6
1
'7169'7168'7167'7168'7161'7163'7164'7162'7161'7166'7170'7170'7172'7172'7169'7172'7169'7172'7171'7162'7161'RedstoneBoulevardFloodwayFloodwayREMOVE EXISTING TIMBERSTEPS & HANDRAILSREMOVE EXISTINGTIMBER STEPSREMOVE EXISTINGTIMBER STEPSREMOVE EXISTINGPOTENTILLA SHRUBSREMOVE EXISTING BENCHREMOVE EXISTINGTIMBER EDGERREMOVE EXISTINGSPLIT-RAIL FENCEREMOVE EXISTINGSPRUCE TREEREMOVE EXISTINGFIR TREEAPPROXIMATE LIMIT OFPROJECT AREA, TYPREMOVE EXISTINGWOOD STEPSSHED STRUCTURE TOBE REMOVED & RE-SETREMOVE EXISTINGCONCRETE WALKREMOVE EXISTINGGRAVELREMOVE EXISTINGSPRUCE TREEREMOVE EXISTINGGAZEBOREMOVE EXISTINGTIMBER EDGERREMOVE EXISTINGSPLIT-RAIL FENCEREMOVE EXISTING SWINGSET. STORE ON-SITE &RESET AS PER PLANS &SPECS.MARBLE TABLE TO BEREMOVED & RE-SETREMOVE EXISTINGSPRUCE TREEREMOVE EXISTINGSHRUBS AS SHOWNSTREAM SETBACK (20' OFFSETFROM THE ORDINARY HIGHWATER MARK)ORDINARY HIGHWATER MARKFEMAFLOODWAYREMOVE EXISTINGSHRUB MASS OFSERVICEBERRY &DOGWOODSREMOVE EXISTINGDECIDUOUS TREEMAILBOX TO BEREMOVED AND RE-SETREMOVE SPRUCE TREEREMOVE AND REPLACEEXISTING SANDSTONEBOULDERS WITH GRANITE;SALVAGE AND RE-USEMARBLE TABLE TO BEREMOVED & RE-SETEXISTING SWING SET TOREMAIN IN PLACETO BE REMOVEDPAVERS TO BEREMOVEDREMOVE EXISTINGPOLE ANDTRANSFORMER2-10"8"TYPICAL DECIDUOUS TREE SIZE LABELSINDICATES ONE TREE, 8"TRUNK (DBH)TYPICAL EVERGREEN TREE SIZE LABELSINDICATES TWO TREES, 10"TRUNK (DBH)APPROX. LIMITS OF CONSTRUCTIONELECTRIC - OVERHEADELECTRIC - UNDERGROUNDWATER LINEFENCE (TO REMAIN)WOOD TIMBER EDGINGWOOD FENCESTRUCTURESDECIDUOUS TREESEVERGREEN TREESSHRUBSLEGEND - CONT'DCOUNTOUR LINE (MAJOR)CONTOUR LINE (MINOR)SPOT ELEVATIONFINISHED FLOOR ELEVATIONFLOODWAYAPPROX. HIGH WATER MARKNO-BUILD EASEMENT7165'7164' FOUND MONUMENT AS DESCRIBED ELECTRIC TRANSFORMER ELECTRIC METER UTILITY POLE GUY POLE WATER VALVE FIRE HYDRANT WATER SPIGOT WATER SHUTOFF IRRIGATION CONT. VALVE IRRIGATION CONT. BOX SANITARY SEWER MANHOLE SIGN SINGLE POLE SIGN DOUBLE POLE MAILBOX LARGER ROCK / BOULDER POST LIGHTTYPICAL SHRUBSGRAVEL (TO REMAIN)CONCRETE (TO REMAIN)ASPHALT (TO REMAIN)RIVERITEMS TO BE REMOVEDGRAVELCONCRETELEGEND - EXISTING CONDITIONSRedstone Park
Renovation Project
Redstone, Pitkin County, Colorado15146.06 FEB. 2, 2022.....ConstructionBid Documents311 Main Street#102Carbondale, Co. 81623970.963.6520www.dhmdesign.comD
R
A
F
T
F
O
R
R
E
V
I
E
W
O
N
L
YJJMABJJDemolition Plan1"=20'-0"L.2.001RKnow what's below.Call before you dig.orwww.UNCC2.org1. THE PROJECT IS LOCATED IN THE TOWN OF REDSTONE, COLORADO.2. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTIONAS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS,AREA DISCREPANCIES AND/OR GRADE DIFFERENCES EXIST THAT MAYNOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BEIMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. THECONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALLNECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS.EXISTING UTILITY ALIGNMENTS AND GRADES SHOWN ON THE DRAWINGSARE BASED ON INFORMATION PROVIDED BY SGM ENGINEERING, DATED01/19/2021. THE CONTRACTOR SHALL STILL BE RESPONSIBLE FORVERIFYING AND DETERMINING EXACT LOCATIONS, DIMENSIONS,DEPTHS, AND MATERIALS AT TIME OF CONSTRUCTION. THECONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTINGUNDERGROUND UTILITIES FAR ENOUGH IN ADVANCE OF NEWCONSTRUCTION TO ALLOW FOR POSSIBLE GRADE, DEPTH, ALIGNMENT,OR MATERIAL CHANGES. THE CONTRACTOR SHALL PROTECT EXISTINGUTILITIES DURING ALL DEMOLITION AND CONSTRUCTION OPERATIONS.CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COSTSINCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.3. ALL EXISTING IMPROVEMENTS TO REMAIN SHALL BE PROPERLY ANDADEQUATELY PROTECTED FROM DAMAGE DURING CONSTRUCTION ANDDEMOLITION OPERATIONS. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO RESTORE TO THE ORIGINAL CONDITION ANY EXISTINGITEMS THAT ARE DAMAGED OR DISTURBED IN ANY WAY. ALL MATERIALSTO BE REUSED OR SALVAGED SHALL BE STORED IN AN AREADESIGNATED BY THE OWNER FOR THAT PURPOSE. ALL SALVAGEDMATERIALS SHALL REMAIN THE PROPERTY OF THE OWNER.4. ALL MATERIALS SPECIFIED TO BE REMOVED SHALL BE DISPOSED OFOFF-SITE PER LOCAL CODES AND REGULATIONS.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALLPERMITS TO SATISFY ALL PERTINENT LOCAL AND REGIONAL CODESAND REGULATIONS.6. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT FROMTHE TOWN PRIOR TO COMMENCING WORK.7. CONTRACTOR SHALL OBTAIN A NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT PRIOR TO THE START OF WORK.8. PRESERVE AND PROTECT ALL EXISTING TREES AND SHRUBS NOTSPECIFICALLY DESIGNATED FOR DEMOLITION.9. ALL TREES IDENTIFIED AS 'TO REMAIN' SHALL BE PROTECTED IN PLACE.A ROOT ZONE PROTECTION PERIMETER SHALL BE ESTABLISHED PRIORTO DEMOLITION. ROOT ZONE PROTECTION AREA SHALL BE IDENTIFIEDWITH STAKED ORANGE CONSTRUCTION FENCE SURROUNDING THEPERIMETER OF THE TREE CANOPY DIAMETER PLUS AN ADDITIONAL 25%OF THE LARGEST OVERALL TREES DIAMETER.10. THE CONTRACTOR SHALL NOT WILLFULLY CUT EXISTING ROOTS OVER 2"IN DIAMETER WHICH ARE LOCATED OUTSIDE 'THE ROOT PROTECTIONZONE'. IF EXISTING ROOTS FROM EXISTING TREES TO REMAIN IMPEDECONSTRUCTION OF NEW IMPROVEMENTS, A CERTIFIED ARBORIST SHALLBE CONSULTED PRIOR TO FURTHER TREE ROOT REMOVAL ANDDEMOLITION. RECOMMENDATIONS SHALL BE PROVIDED IN WRITING BYTHE ARBORIST TO THE LANDSCAPE ARCHITECT AND FOLLOWED BY THECONTRACTOR, AT THE CONTRACTORS SOLE EXPENSE.11. ANY DAMAGE TO EXISTING STRUCTURES, TREES, VEGETATION, ORINFRASTRUCTURE IDENTIFIED (OR IMPLIED) AS TO REMAIN SHALL BEREPAIRED OR REPLACED AT THE DISCRETION OF THE OWNERSREPRESENTATIVE OR LANDSCAPE ARCHITECT, AT THE CONTRACTORSSOLE EXPENSE. REPLACEMENT WILL REQUIRE EXACT MATCH OFDAMAGED COMPONENT / PLANT MATERIAL (IN SIZE AND KIND).LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE TO APPROVEREPLACEMENT (OR EQUIVALENT) PRIOR TO REINSTALLATION BYCONTRACTOR.DEMOLITION NOTES:LIMIT OF WORK LIMIT OF WORKLIMIT OF WORK
LIMIT OF WORK
7160'7160'7165'7165'7165'7165'7165'7165'7165'7165'7165'7170'7170'7170'7170'7170'7170'7170'7165'7165'7165'7165'7166'7167'7168'7170'7162'7161'7164'7163'7168'7166'7167'7168'7169'7163'7166'7163'7
1
6
1
'7169'7168'7167'7168'7161'7165'7163'7164'7162'7161'7166'7170'7170'7172'7172'7169'7172'7169'7172'7171'7162'7161'+72+70.75+67+69.50+68.25+71.5+70.5+69.5+72+72+72+72+72+69.5+69.5+71+71.5+70.5+70.5+69.5+71+70+69+68+67+71.38+70.13+68.88+67.63Crystal RiverRedstone BoulevardMuseumRestroomsRedstone BoulevardSite Plan South
Sheet L.2.003
Site Plan North
Sheet L.2.004
ELEGEND - EXISTING CONDITIONSTYPICAL SHRUBSTYPICAL EVERGREEN TREE SIZE LABELSINDICATES TWO TREES, 10"TRUNK (DBH)TYPICAL DECIDUOUS TREE SIZE LABELSINDICATES ONE TREE, 8"TRUNK (DBH)GRAVEL (TO REMAIN)CONCRETE (TO REMAIN)ASPHALT (TO REMAIN)RIVER FOUND MONUMENT AS DESCRIBED ELECTRIC TRANSFORMER ELECTRIC METER UTILITY POLE GUY POLE WATER VALVE FIRE HYDRANT WATER SPIGOT WATER SHUTOFF IRRIGATION CONT. VALVE IRRIGATION CONT. BOX SANITARY SEWER MANHOLE SIGN SINGLE POLE SIGN DOUBLE POLE MAILBOX LARGER ROCK / BOULDER POST LIGHTPROPERTY BOUNDARYELECTRIC - OVERHEADELECTRIC - UNDERGROUNDWATER LINEFENCE (TO REMAIN)EX. COUNTOUR LINE (MAJOR)EX. CONTOUR LINE (MINOR)SPOT ELEVATIONFINISHED FLOOR ELEVATIONFLOODWAYMAPPED ORDINARY HIGHWATER LINE (OHWL)25' SETBACK FROM OHWLLEGEND - EXISTING CONDITIONSCONT'DELECTRIC - UNDERGROUNDWATER LINESPLIT RAIL FENCECOMPOSITE CURB/EDGERROAD BASE SURFACINGCONCRETE SIDEWALKTURF (NEW SOD)TURF (RECONDITION)BENCHBENCH (BACKLESS)TRASH RECEPTACLEPARK ENTRY SIGNPROPOSED TREEROOT PROTECTION AREA(SEE ALSO DEMOLITION NOTES)PROPOSED SHRUBSSITE IMPROVEMENTS LEGEND1. EXISTING COBBLE 'BEACH' AND RIVER ACCESS POINT2. STONE STEPS TO RIVER ACCESS3. RECONFIGURED BOULDER PLATFORM WITH RE-LOCATED MARBLEPICNIC TABLE4. INFORMAL BOULDER STEPS TO RIVER ACCESS5. BENCH, BACKLESS (TYPICAL)6. EXISTING TROUT SCULPTURE TO REMAIN IN PLACE7. EXISTING PEDESTRIAN BRIDGE APPROACH TO REMAIN IN PLACE;RESURFACE TO MATCH NEW PATH8. ACCESS PATH FROM BRIDGE APPROACH TO REDSTONE BOULEVARD9. EXISTING MARBLE TABLE TO BE RE-SET ON BURIED SLABNote: Field investigation necessary to evaluate existing table foundation10. TURF AREA TO BE REMOVED, LEVELED, REPLACED11. RELOCATION OF EXISTING TWO-SEAT SWING SET12. EXISTING STONE MONUMENT TO REMAIN IN PLACE13. EXISTING TIRE SWING TO REMAIN IN PLACE14. PICNIC TABLE (TYPICAL)15. GAZEBO16. STONE STEPS AND SEATING17. EXISTING PLAY STRUCTURE TO REMAIN IN PLACE18. BENCH, STANDARD (TYPICAL)19. (RESERVED)20. DRINKING FOUNTAIN / BOTTLE STATION21. RESURFACED PARKING, WHEEL STOPS, CONCRETE SIDEWALK22. PARK MAIN ENTRY, SIGN AND FENCE23. EXISTING RESTROOMS AND MUSEUM24. EXISTING WATER SERVICE CONNECTION AND IRRIGATION CONTROLS;REPLACE AND EXTEND 2-RAIL FENCE TO LIMIT ACCESS25. COBBLE BANK EDGE26. RECONDITION EXISTING TURF (SCARIFY, AMEND, OVERSEED)27. LIMITED BANK PLANTING28. SELECTIVE TREE AND SHRUB REMOVAL (PRIMARILY HAZARD TREES ANDOVERGROWN SHRUBS)29. EXISTING MARBLE MONUMENT TO REMAIN30. NEW UNDERGROUND ELECTRIC SERVICE TO SHED (FROM SERVICE ATBACK OF MUSEUM)31. DUMPSTER SURROUND, RELOCATED SHED WITH SLAB FOUNDATION32. RE-SURFACED AND EXPANDED PARKING WITH NEW TIMBER CURB33. RELOCATED MAIL BOX, LANDSCAPE BOULDER, BIKE PARKING34. PICNIC TABLE (TYPICAL)35. BEAM STONE SEAT WALLS36. BEAM STONE BENCH AND GATHERING AREA37. TURF LAWNOVERALL SITE PLAN LABELSA. SEE ENLARGEMENT SHEETS FOR PROPOSED GRADING AND APPROXIMATE LIMITS OF GROUND DISTURBANCE.B. SEE ENLARGEMENT SHEETS FOR DETAIL REFERENCES AND SPECIFIC ANNOTATION OF IMPROVEMENTS.C. AREAS NOT IDENTIFIED FOR GROUND DISTURBANCE OR OTHER MODIFICATIONS ARE TO BE PROTECTEDDURING CONSTRUCTION.D. EXISTING IRRIGATION SYSTEM MAINLINE TO REMAIN (CONTRACTOR TO PROTECT IN PLACE).E. CONTRACTOR SHALL INSTALL NEW LATERAL LINES FROM EXISTING VALVES AND NEW IRRIGATION HEADS ATALL TURF AND PLANTER AREAS AS REQUIRED. COVERAGE SHALL BE HEAD TO HEAD AND REVIEWED ON-SITEBY LANDSCAPE ARCHITECT PRIOR TO BACKFILL OF LATERAL LINES.F. IRRIGATION SYSTEM REPLACEMENT SHALL BE DESIGN-BUILD.G. EXISTING IRRIGATION POINT-OF-CONNECTION AND CONTROL CLOCK TO REMAIN.H. UNLESS OTHERWISE NOTED, IMPROVEMENTS ARE TO MATCH EXISTING GRADES. TIE NEW IMPROVEMENTSINTO EXISTING GRADE AT LIMIT OF DISTURBANCE. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES ONACROSS NEW PAVEMENTS/GROUND SURFACING MATERIALS.OVERALL SITE PLAN NOTESRedstone Park
Renovation Project
Redstone, Pitkin County, Colorado15146.06 FEB. 2, 2022.....ConstructionBid Documents311 Main Street#102Carbondale, Co. 81623970.963.6520www.dhmdesign.comD
R
A
F
T
F
O
R
R
E
V
I
E
W
O
N
L
YJJMABJJOverall Site Plan1"=20'-0"L.2.002Scale: 1" = 20'0'10' 20'40'
7165'7170'7170'7170'7170'7170'7170'7170'7168'7169'7163'7166'7170'7170'7172'7172'7172'7169'7172'7171'7162'7161'EN Impact Area 21.1 m2 LAPPSET®175576/BFalling space 21.1 m2 EN Impact Area 37.4 m2 LAPPSET®137418MFalling Space 37.4 m2 Redstone Boulevard3.43.12.42.83.81.3A3.62.11.42.14.11.6B2.33.7D3.72.21.73.53.52.23.52.3C2.73.83.12.42.61.1E3.2GFHIJ2.42.8K7170'71'72'+71+69FFE72+71+69+72+69.5+671.51.52.5OPOPELECTRIC - UNDERGROUNDWATER LINESPLIT RAIL FENCECOMPOSITE CURB/EDGERROAD BASE SURFACINGCONCRETE SIDEWALKTURF (NEW SOD)TURF (RECONDITION)BENCHBENCH (BACKLESS)TRASH RECEPTACLEPARK ENTRY SIGNPROPOSED TREEROOT PROTECTION AREA(SEE ALSO DEMOLITION NOTES)PROPOSED SHRUBSSITE IMPROVEMENTS LEGENDRedstone Park
Renovation Project
Redstone, Pitkin County, Colorado15146.06 FEB. 2, 2022.....ConstructionBid Documents311 Main Street#102Carbondale, Co. 81623970.963.6520www.dhmdesign.comD
R
A
F
T
F
O
R
R
E
V
I
E
W
O
N
L
YJJMABJJSite Plan South1"=10'-0"L.2.003MATERIAL REFERENCE KEYCONCRETE SIDEWALKROADBASE SURFACE (PARKING & PATH)PLAYGROUND SURFACESTONE LANDSCAPE STEPSLANDSCAPE STAIR HANDRAILSTONE STEPS WITH ROADBASE LANDINGSINFORMAL BOULDER STEPSCONCRETE SLAB AT SHEDITEMCALLOUT1.11.21.31.41.53.13.23.33.42.12.22.32.54.1ITEMCALLOUTITEMCALLOUTITEMCALLOUTDETAILDETAILDETAILDETAIL1/L.6.0013.52.42/L.6.0011.63/L.6.0014/L.6.0015/L.6.0016/L.6.0011/L.6.0033/L.6.0034/L.6.0035/L.6.0031/L.6.0022/L.6.0023/L.6.0025/L.6.0024/L.6.0021/L.6.0043.66/L.6.0032.66/L.6.002GAZEBO1.77/L.6.0013.77/L.6.003Scale: 1" = 10'0'5'10'20'GROUND SURFACINGFURNITUREWALLS/BARRIERSGAZEBO1.88/L.6.0012/L.6.003BEAM STONE TERRACE SEATINGTOP OF BANK REPAIR TYPE 1TOP OF BANK REPAIR TYPE 2SPLIT RAIL FENCELANDSCAPE BOULDERTIMBER WHEEL STOPTIMBER EDGERCOMPOSITE CURB STOP2.77/L.6.0022.88/L.6.002PARK ENTRY SIGNWATER FOUNTAINBIKE BOLLARDBENCH (STANDARD)BENCH (BACKLESS)PICNIC TABLEMARBLE TABLE FOOTERTRASH RECEPTACLE5.1ITEMCALLOUTDETAIL1/L.6.005DUMPSTER ENCLOSUREDUMPSTER ENCLOSURE3.88/L.6.003A. RELOCATED TWO-SWING SET WITH NEWCONCRETE FOOTINGS(FOOTING SIZE TO MATCH EXISTING).B. RELOCATED MARBLE TABLE.C. NEW DIRECT-BURY 20-AMP ELECTRICAL SERVICETO BASE OF BRIDGE APPROACH. PROVIDE GFIOUTLET (BANK OF 4) IN LOCKING GROUND BOX.D. REMOVE AND RE-SET MARBLE TABLE.E. NEW DIRECT-BURY 100 AMP ELECTRICALSERVICE TO GAZEBO. SEE GAZEBO DETAILS FORADDITIONAL INFORMATION.F. PROTECT EXISTING TREES TO REMAINTHROUGHOUT CONSTRUCTION.G. CONNECT TO EXISTING WATER AND SANITARYSEWER SERVICES FOR WATERFOUNTAIN/BOTTLE STATION.H. SALVAGE EXISTING SIGN FACE; MOUNT ON NEWT-POST IN POST SLEEVE.I. REMOVE AND RE-SET EXISTING MAILBOX.J. EXISTING IRRIGATION POINT OF CONNECTIONAND CONTROLLER TO REMAIN.K. NEW DIRECT-BURY 100 AMP ELECTRICALSERVICE TO SHED. PROVIDE GFI OUTLET INLOCKING OUTDOOR BOX MOUNTED TO BACK OFSHED BUILDING.O. (10) SNOWBERRY (SYMPHORICARPOS ALBUS); 5 GAL.P. (13) WOOD'S WILD ROSE (ROSA WOODSII); 1 GAL.SITE PLAN NOTESMATCHLINE - SEE SHEET L.2.004 MATCHLINE - SEE SHEET L.2.004
7165'7165'7165'7165'7165'7168'7166'7167'
7161'7169'7168'7167'7168'7161'7166'Redstone Boulevard1.2I2.53.3J2.35.12.8K2.1L1.82.11.43.6N3.13.43.8MSLABFFE7167.5EELECTRIC - UNDERGROUNDWATER LINESPLIT RAIL FENCECOMPOSITE CURB/EDGERROAD BASE SURFACINGCONCRETE SIDEWALKTURF (NEW SOD)TURF (RECONDITION)BENCHBENCH (BACKLESS)TRASH RECEPTACLEPARK ENTRY SIGNPROPOSED TREEROOT PROTECTION AREA(SEE ALSO DEMOLITION NOTES)SITE IMPROVEMENTS LEGENDRedstone Park
Renovation Project
Redstone, Pitkin County, Colorado15146.06 FEB. 2, 2022.....ConstructionBid Documents311 Main Street#102Carbondale, Co. 81623970.963.6520www.dhmdesign.comD
R
A
F
T
F
O
R
R
E
V
I
E
W
O
N
L
YJJMABJJSite Plan North1"=10'-0"L.2.004Scale: 1" = 10'0'5' 10'20'MATERIAL REFERENCE KEYCONCRETE SIDEWALKROADBASE SURFACE (PARKING & PATH)PLAYGROUND SURFACESTONE LANDSCAPE STEPSLANDSCAPE STAIR HANDRAILSTONE STEPS WITH ROADBASE LANDINGSINFORMAL BOULDER STEPSCONCRETE SLAB AT SHEDITEMCALLOUT1.11.21.31.41.53.13.23.33.42.12.22.32.54.1ITEMCALLOUTITEMCALLOUTITEMCALLOUTDETAILDETAILDETAILDETAIL1/L.6.0013.52.42/L.6.0011.63/L.6.0014/L.6.0015/L.6.0016/L.6.0011/L.6.0033/L.6.0034/L.6.0035/L.6.0031/L.6.0022/L.6.0023/L.6.0025/L.6.0024/L.6.0021/L.6.0043.66/L.6.0032.66/L.6.002GAZEBO1.77/L.6.0013.77/L.6.003GROUND SURFACINGFURNITUREWALLS/BARRIERSGAZEBO1.88/L.6.0012/L.6.003BEAM STONE TERRACE SEATINGTOP OF BANK REPAIR TYPE 1TOP OF BANK REPAIR TYPE 2SPLIT RAIL FENCELANDSCAPE BOULDERTIMBER WHEEL STOPTIMBER EDGERCOMPOSITE CURB STOP2.77/L.6.0022.88/L.6.002PARK ENTRY SIGNWATER FOUNTAINBIKE BOLLARDBENCH (STANDARD)BENCH (BACKLESS)PICNIC TABLEMARBLE TABLE FOOTERTRASH RECEPTACLE5.1ITEMCALLOUTDETAIL1/L.6.005DUMPSTER ENCLOSUREDUMPSTER ENCLOSURE3.88/L.6.003I. REMOVE AND RE-SET EXISTING MAILBOX.J. NEW DIRECT-BURY 100 AMP ELECTRICAL SERVICE TO SHED. PROVIDE GFI OUTLET INLOCKING OUTDOOR BOX MOUNTED TO BACK OF SHED BUILDING.K. PROTECT EXITING TREES TO REMAIN THROUGHOUT CONSTUCTION.L. INSTALL AS FREE-STANDING BENCH, 22" HIGH FROM SURROUNDING GRADE.M. SHED IS TO BE RELOCATED APPROXIMATELY 5' NORTH AND RAISED IN ELEVATIONTO ALLOW FOR POSITIVE DRAINAGE AWAY FROM THE SHED AND SLAB. SEE SLABDETAIL FOR ADDITIONAL INFORMATION.N. (3) SPRING SNOW CRABAPPLE (MALUS 'SPRING SNOW'); B&B, 3" CALIPER.O. (10) SNOWBERRY (SYMPHORICARPOS ALBUS); 5 GAL.P. (13) WOOD'S WILD ROSE (ROSA WOODSII); 1 GAL.SITE PLAN NOTESMATCHLINE - SEE SHEET L.2.003 MATCHLINE - SEE SHEET L.2.003
NOTES:1. CONCRETE FOR SIDEWALKS TO BE 4,500 PSI WITHSTANDARD BROOM FINISH.2. EXPANSION JOINTS TO BE PLACED AT STRUCTURES ANDCOLD JOINTS.3. CONTROL JOINT SPACING FOR WALKS IS NOT TOEXCEED WALK WIDTH.4. CROSS SLOPE NOT TO EXCEED 2.0%.5. CONCRETE SHALL HAVE 5-7% AIR ENTRAINMENT.4" CONCRETE; BROOM FINISHWITH CONTROL JOINTS PER PLAN4" COMPACTEDCLASS 6 ROAD BASECOMPACTED SUBGRADEBROOM FINISHSAW CUT CONTROL JOINTTO BE 13 THE DEPTH OF SLAB.(1-12" MIN.)14"412"34" X 24" GREASED DOWELBAR WITH EXPANSION CAP(AT COLD JOINTS OF SEPARATEPOURS ONLY)12" PREMOLDED NON-EXTRUDINGEXPANSION JOINT MATERIALJOINT SEALANT MATERIAL(MUST MEET ASTM 3406)12"-34"38"VARIES - SEE PLANSNATIVE SOIL SUBGRADECOMPACTED TO 90% STANDARDPROCTOR DENSITY. REMOVE ALLLARGE ROCKS AND ORGANICMATERIAL FROM SUBSOIL SURFACEPRIOR TO COMPACTIONLANDSCAPEROLL-TOP,GALVANIZED STEELEDGER, STAKED(WHEN ABUTTINGLANDSCAPE)CLASS 6 ROADBASE, 6"COMPACTED DEPTHMIRAFI 140N (OAE)SPUNBONDGEOTEXTILE FABRICROAD BASE TO BE FLUSH TO1/4" BELOW ABUTTINGCONCRETE WALK AND/ORTIMBER CURB UNLESSOTHERWISE NOTED ON THEPLANS12"
MIN.8"X8" LANDSCAPETIMBER CURB(SEE DETAIL)ADJACENT GRADE ANDSURFACE MATERIALVARIES. SEE PLANS2"12" DEPTH MINIMUMENGINEERED WOODFIBER MULCHPLAYGROUNDSURFACINGMIRAFI 140N (OAE)SPUNBOND LANDSCAPEFABRIC6"
MIN
2' LONGGALVANIZED #4REBAR SPIKE10" TIMBERLOK (ORAPPROVED EQUAL)TREATED TIMBERSCREWS, 24" O.C.MIN 6"OVERLAP24" TYP.TOP TREAD± 7"COMPACTED ROAD BASEMIN. 4" DEPTHRED SANDSTONE STEPSCOMPACTED NATIVE SOILS1"SURFACEMATERIALVARIES; SEEPLANS+/- 12"TYPTREADSURFACE MATERIALVARIES; SEE PLANS.TOP TREAD TO BE FLUSHWITH SOLID SURFACEAND 1/2" ABOVE TOP OFTURF MATNOTES:1. WHERE LANDSCAPE STEPS ABUT BOULDER OR BEAMSTONE WALLS, COORDINATETHE INSTALLATION AND ELEVATIONS OF THE STEPS WITH THE WALLS. INTENT IS TOINTEGRATE STAIRS AND WALLS. FIELD FABRICATION (CHISELING, SAWCUTTING, ETC)MAY BE NECESSARY.MINIMUM BURYOF BOTTOMRISER12"12"12"MIN6"MIN6" R12"C L36" TYPICALFROM NOSINGTO TOP OFHANDRAILNOTES:1. SEE DETAIL, THIS SHEET, FOR STONE STEP INSTALLATION.2. STONE STEP WITH HANDRAIL TO HAVE BOTTOM TREAD FLUSH WITH ADJACENT RUNNING SURFACETO PROVIDE MOUNTING SURFACE FOR HANDRAIL.3. SECURE HANDRAIL TO STONE WITH MANSORY EXPANSION ANCHORS.4. HANDRAIL TO BE STEEL, PAINTED MATTE BLACK.5. REFERENCE IMAGES PROVIDED TO ILLUSTRATE DESIGN AND CHARACTER INTENT. IMAGE 1ILLUSTRATES OVERALL DETAIL CHARACTER (SIMPLE, UNORNAMENTED); IMAGE 2 ILLUSTRATES THEHANDRAIL RETURN IN AN ADA-COMPLIANT FORMATREF IMAGE 1REF IMAGE 218"12"NOTES:1. INFORMAL BOULDER STEPS ARE INTENDED TO CREATE A CONVENIENT ROUTE TO AN EXISTINGCOBBLE 'BEACH' WHILE MAINTAINING THE 'ERRATIC' APPEARANCE OF THE SURROUNDING BOULDERSLOPE; THE INTENT IS NOT TO CREATE AN EVEN, CONSISTENT 'STAIR.'2. SELECT GRAY GRANITE OR RED SANDSTONE BOULDERS (SIMILAR TO EXISTING) WITH A FLAT FACEOF APPROXIMATELY 30"X30" MINIMUM, AND APPROXIMATELY 12" HIGH, SUITABLE FOR SETTING INTOGRADE AS A TREAD AND RISER.3. PREPARE BANK AS DESCRIBED IN 'COBBLE BANK EDGE' DETAIL, THIS SET. IDENTIFY NEW LINE ANDGRADE OF TURF EDGE ALONG TOP OF BANK.4. REMOVE SMALL (18"-24") STONES IN THE ALIGNMENT FOR THE INFORMAL STEPS. ADJUSTALIGNMENT IF NECESSARY TO USE EXISTING FLAT STONES - ALIGNMENT NEED NOT BE A STRAIGHTLINE (ALIGNMENT MAY BE WINDING AND/OR SIDE-STEPPING)5. DO NOT LOOSEN OR REMOVE LARGE BOULDERS.6. DO NOT MODIFY BANK OR ADD BOULDERS BELOW THE ORDINARY HIGH WATER MARK AS SHOWN ONTHE SURVEY AND THESE PLANS.7. SET BOULDERS FIRMLY INTO THE EXISTING BOULDER/COBBLE SUBSTRATE.+7170+7167OHWM(APPROX 7167ELEV)SET TOP BOULDER LEVEL WITHOR SLIGHTLY ABOVEADJACENT TURF LAWN GRADE(AFTER LEVELING OF LAWN)LAWN/LEVEEEFFECTIVETOP OF BANKSURVEYEDWATERELEVATION OCT /NOV 2020+7164BCPHOTO ILLUSTRATION OF INTENTA. LINE OF EXISTING GRADE ON LEVEE,TRANSITIONING INTO BOULDER BANK.B. LINE OF GRADE AFTER COBBLE BANKEDGE TREATMENT (SEE DETAIL, THISSET).C. STEPPING BOULDERS PLACED INEXISTING BOULDER SLOPE. NOTEGENERALLY SMALL SIZE OF BANKBOULDERS - INTENT IS TO REMOVE/MOVESURFACE BOULDERS ONLY.D. TIE INTO EXISTING BANK SLOPE ABOVEORDINARY HIGH WATER LINE.AD12" TYP.TREAD± 7"RED SANDSTONE STEPS;SEE DETAIL THIS SHEETTOP TREAD TO BE1/2" ABOVE TOPOF TURF MATNOTES:1. LANDSCAPE STEPS WITH LANDINGS LAY OUT AS A SERIES OF TWO STONE RISERSWITH A 3' LANDINGS BETWEEN EACH SET OF RISERS. SEE PLANS FOR LOCATIONS2. WHERE LANDSCAPE STEPS ABUT BOULDER OR BEAMSTONE WALLS, COORDINATETHE INSTALLATION AND ELEVATIONS OF THE STEPS WITH THE WALLS. INTENT IS TOINTEGRATE STAIRS AND WALLS. FIELD FABRICATION (CHISELING, SAWCUTTING, ETC)MAY BE NECESSARY.3. SEE 'STONE LANDSCAPE STEPS - TYPICAL ASSEMBLY' DETAIL, THIS SHEET, FORMORE STAIR TREAD INSTALLATION INFORMATIONROADBASE SURFACING; SEEDETAIL THIS SHEET2' ROADBASELANDING3' TOTALLANDING6" MIN. SLAB ON GRADE -REINFORCE WITH #4 @ 12"O.C. EACH WAY4"NOTES:1. CONCRETE SHALL REACH A MINIMUM 28-DAY STRENGTH OF 4500 PSI AND HAVE 5-7% ENTRAINED AIR. PROVIDE STANDARD MEDIUM BROOM FINISH.2. EXPANSION JOINTS TO BE PLACED AT STRUCTURES AND COLD JOINTS, AND MIDWAY ALONG LONG AXIS OF THE SLAB.3. CONTROL JOINTS TO BE SAW CUT MAXIMUM 8' ON CENTER.4. SLAB IS TO BE LEVEL, WITH ELEVATION ESTABLISHED TO ALLOW FOR 3% SLOPE FROM GARAGE DOOR TO EDGE OF ASPHALT OF REDSTONEBOULEVARD.5. PROVIDE FLASHING ALONG EAST (GARAGE) ELEVATION OF SLAB TO ALLOW BACKFILL OF ROADBASE TO 1" BELOW FLOOR GRADE OF SHED.6. STRIP TOPSOIL AND REMOVE STICKS, ROCKS, AND OTHER DELETERIOUS MATERIAL FROM THE SLAB AREA.7. ALL FILL REQUIRED TO ACHIEVE DESIRED SLAB ELEVATION IS TO BE CLASS 6 ROADBASE.8. COMPACT ROADBASE IN 2" LIFTS.OUTSIDE EDGE OF TIMBER SKID TOOUTSIDE EDGE OF CONCRETE SLAB6" CLASS 6 ROADBASE,COMPACTED TO 95%UNDISTURBED SUBGRADE4'-0"12" MIN.THICKENED EDGE, TYP(2) #4 CONTINUOUSTOP AND BOTTOMOF SLAB EDGE6"
MIN
FINISH GRADE - SHALLBE 1" BELOW PADFINISH SURFACETURN DOWN SLABREINFORCEMENT @ ENDINTO FOOTINGS ORPROVIDE CORNER BARSRedstone Park
Renovation Project
Redstone, Pitkin County, Colorado15146.06 FEB. 2, 2022.....ConstructionBid Documents311 Main Street#102Carbondale, Co. 81623970.963.6520www.dhmdesign.comD
R
A
F
T
F
O
R
R
E
V
I
E
W
O
N
L
YJJMAB/JJJJDetailsN/AL.6.001CONCRETE SIDEWALKNOT TO SCALE1001ROAD BASE SURFACINGNOT TO SCALE2001PLAYGROUND SURFACINGNOT TO SCALE3001STONE LANDSCAPE STEPSNOT TO SCALE4001LANDSCAPE STAIR HANDRAILNOT TO SCALE5001LANDSCAPE STAIR HANDRAILNOT TO SCALE7001STONE LANDSCAPE STEPS WITH LANDINGSNOT TO SCALE6001CONCRETE SLAB AT SHEDNOT TO SCALE8001
18"-24"TYPICALBACKFILL TOP 10" WITHTOPSOIL1/2"ROADBASE SETTING BEDAND BACKFILLNOTES:1. STONE BEAMS TO BE RED SANDSTONE AS REGIONALLY AVAILABLE.2. STONE COURSING TO BE LEVEL; USE STONES OF SIMILAR HEIGHT FOR EACH COURSE.3. VERTICAL JOINTS TO BE RANDOM OFFSET BY 18" MINIMUM WITH MINIMUM OF 1/3 STONE'S LENGTH OVERLAP OFADJOINING STONES.4. MINIMIZE GAPS IN VERTICAL AND HORIZONTAL JOINTS BY CHISELING OR SCORING FACES OF STONE THAT WILLBE CONCEALED AFTER INSTALLATION. STONES TO BE STABLE IN PLACE WITHOUT VISIBLE SHIMMING.5. OFFSET FOR EACH TERRACE WILL VARY FROM 8" TO 18" DEPENDING ON LOCATION, INTENDED USE, AND FIELDCONDITIONS (INCLUDING LIMITING IMPACT TO EXISTING TREES OR OTHER EXISTING CONDITIONS). SEE PLANS;LAYOUT TO BE STAKED IN FIELD AND APPROVED BY OWNERS REPRESENTATIVE PRIOR TO CONSTRUCTION.TOP OF STONE TOBE 1/2" ABOVE TOPOF TURF MAT12"-16"TYPICALUNDISTURBED NATIVESOILCOMPACT ROADBASESETTING BED TO 95%STANDARD PROCTORSURFACE ANDMATERIALS ATBOTTOM OF SEATINGTERRACE VARIES; SEEPLANSBURY BOTTOMCOURSE NO LESSTHAN 4"OHWMERODED SOIL ZONE, LOOSECOBBLE AND SMALL BOULDERSLAWN/LEVEEEFFECTIVETOP OF BANKWATERELEVATION (LATEFALL)PLACE TOPSOIL BEHINDRE-SET STONESCOLLECT LOOSE STONES ANDRESET TO RE-ESTABLISHLEVEL LAWN AT TOP OF BANK.NOTES:1. THIS DETAIL IS INTENDED TO ADDRESS IDENTIFIED AREAS ALONG THE TOP OF THE BANK WHERE SOIL EROSION HASCAUSED A LOSS OF LEVEL TURF AREA. THIS DETAIL IS NOT INTENDED TO ADDRESS ANY STRUCTURAL OR STABILITYDEFICIENCY IN THE BANK AND ALL MODIFICATIONS DESCRIBED IN THIS DETAIL ARE COSMETIC ONLY.2. CONTRACTOR IS NOT TO MANIPULATE ANY BOULDERS WHICH ARE EMBEDDED OR OTHERWISE 'KEYED' INTO THE BANK.SURFACE AND LOOSE BOULDERS AND COBBLE MAY BE MANIPULATED TO ACHIEVE THE INTENT OF THIS DETAIL.3. SEE IMAGE REFERENCE FOR AREAS OF SOIL EROSION AND RELATED REPAIR.4. REMOVE 'CALVING' SOIL AND TURF UP TO STABLE SOIL/TURF.5. REMOVE SMALL (18"-24"), LOOSE STONES AS NEEDED TO SET NEW BOULDERS; RE-USE SMALLER STONES TO FILL GAPS.6. BOULDER SIZE AND SHAPE TO VARY; INTERLOCK STONES TOGETHER WHERE POSSIBLE.7. STONES SHALL NOT BE COURSED.8. DO NOT MODIFY BANK OR ADD BOULDERS BELOW THE ORDINARY HIGH WATER MARK AS SHOWN ON THE SURVEY ANDTHESE PLANS.9. BOULDERS MUST BE STABLE IN PLACE; SET BOULDERS FIRMLY INTO THE EXISTING BOULDER/COBBLE SUBSTRATE.10. OHWM AND WATER ELEVATION LINES ARE APPROXIMATIONS AND ARE DEPICTED FOR RELATIVE BANK CONDITION ONLY;ACTUAL ELEVATIONS OF OWHM AND WATER LEVEL VARY BY LOCATION; SEE PLANSIMPORT SMALL (24" AVERAGEDIAMETER) AS NEEDEDPHOTO ILLUSTRATION OF TOP OF BANK CONDITIONA. ZONE OF ERODED TURF AREA AND LOOSECOBBLE/SMALL BOULDERS.AOHWMEFFECTIVETOP OF BANKAVERAGEWATERELEVATION (LATEFALL)EXISTING BANK SLOPE ANDBOULDER/COBBLE GRADIENTVARIES BY LOCATIONLAWN/LEVEEANGULAR GRANITE BOULDERS, 2' MINIMUM INANY AXIS; AVERAGE 36"-42" DIAMETERANGULAR GRANITE BOULDERS, 2' MINIMUM INANY AXIS; AVERAGE 36"-42" DIAMETERFILL SPACES BEHIND BOULDERWITH TOPSOIL TO ACHIEVELEVEL LAWN CONDITION;APPLY TURF GRASS SEEDNOTES:1. THIS DETAIL IS INTENDED TO ADDRESS IDENTIFIED AREAS ALONG THE TOP OF THE BANK WHERE SOIL EROSION HAS CAUSED ALOSS OF LEVEL TURF AREA. THIS DETAIL IS NOT INTENDED TO ADDRESS ANY STRUCTURAL OR STABILITY DEFICIENCY IN THEBANK AND ALL MODIFICATIONS DESCRIBED IN THIS DETAIL ARE COSMETIC ONLY.2. CONTRACTOR IS NOT TO MANIPULATE ANY BOULDERS WHICH ARE EMBEDDED OR OTHERWISE 'KEYED' INTO THE BANK. SURFACEAND LOOSE BOULDERS AND COBBLE MAY BE MANIPULATED TO ACHIEVE THE INTENT OF THIS DETAIL.3. SEE IMAGE REFERENCE FOR AREAS OF SOIL EROSION AND RELATED REPAIR.4. REMOVE 'CALVING' SOIL AND TURF UP TO STABLE SOIL/TURF.5. REMOVE SMALL (18"-24"), LOOSE STONES AS NEEDED TO SET NEW BOULDERS; RE-USE SMALLER STONES TO FILL GAPS.6. BOULDER SIZE AND SHAPE TO VARY; INTERLOCK STONES TOGETHER WHERE POSSIBLE.7. STONES SHALL NOT BE COURSED.8. DO NOT MODIFY BANK OR ADD BOULDERS BELOW THE ORDINARY HIGH WATER MARK AS SHOWN ON THE SURVEY AND THESEPLANS.9. BOULDERS MUST BE STABLE IN PLACE; SET BOULDERS FIRMLY INTO THE EXISTING BOULDER/COBBLE SUBSTRATE.10. OHWM AND WATER ELEVATION LINES ARE APPROXIMATIONS AND ARE DEPICTED FOR RELATIVE BANK CONDITION ONLY; ACTUALELEVATIONS OF OWHM AND WATER LEVEL VARY BY LOCATION; SEE PLANSAAPHOTO ILLUSTRATIONS OF TOP OF BANK CONDITIONA. TREATMENT AREA (APPROXIMATE).B. REMOVE 'CALVING' AND LOOSE TURF/SOIL.BBBB5" x 4" STANDARD SPLIT RAILFENCE POST POST, TYP.BACKFILL POST HOLEWITH NATIVE SOIL;WET SOIL TOENCOURAGESETTLING ANDCOMPACT WITH FROSTBAR5'-378"O.C. TYP.4" CEDAR SPLIT RAIL+/- 35"TYP30"4"8"512"TO TOP OFRAIL HOLE412"HOLE4" WASHED 3/4" GRAVELNOTES:1. MATERIALS DIMENSIONS ARE APPROXIMATE AND BASED ON COMMONLY AVAILABLE SPLIT RAILCEDAR FENCE STOCK. MATERIALS FROM LOCAL SUPPLIERS AND INSTALLERS MAY VARY, BUTGENERAL DIMENSIONS APPLY.10"BETWEENHOLES
NOTES:1. BOULDERS SHOULD BE A MINIMUM SIZE OF 3'x3'x4' ABOVEGRADE. BOULDERS NEAR THE EDGE OF PAVING OR PARKINGAREAS ARE TO BE MIN 36" ABOVE ADJACENT FINISHED GRADE.2. ALL BOULDERS TO BE REVIEWED AND APPROVED BY OWNER'SREPRESENTATIVE PRIOR TO DELIVERY TO SITE. IF DELIVEREDTO SITE PRIOR TO ACCEPTANCE THEY MAY BE REJECTED.3. DO NOT FRACTURE BOULDER DURING PLACEMENT, SUCHACTION WILL BE CAUSE FOR REJECTION.4. SELECT AND PLACE BOULDER SO THAT A MINIMUM OFEXCAVATION SCARS ARE VISIBLE.5. BOULDERS TO BE GRANITE.PLACE WITH UNSCARREDSIDE UP13 OF BOULDERTO BE BURIEDCOMPACTED SUBGRADEIN SITU SUBGRADEGROUND SURFACE VARIES;SEE PLANSNOTES:1. ALL TIMBERS WILL BE 6''x6''x6' SELECT,PRESSURE TREATED, FREE OF MAJORSURFACE DEFECTS, CRACKS & WARPING.2. EACH 8'-0" LENGTH OF TIMBER TORECEIVE A MINIMUM OF THREE (3) - 2'GALVANZIED #4 REBAR SPIKES. PLACESPIKES 1' FROM EACH END AND ONESPIKE IN MIDDLE OF TIMBER; CENTERSPIKES LONGITUDINALLY.6"X6"X8' COMPOSITECURB STOPROADBASE PARKINGLOT SURFACING (SEEDETAIL, THIS SHEETSET)2' LONGGALVANIZED #4REBAR SPIKE2' FROM EDGEOF CONCRETECONCRETE SIDEWALK(SEE DETAIL, THISSHEET SET)NOTES:1. ALL TIMBERS WILL BE 6''x6''x6' SELECT,PRESSURE TREATED, FREE OF MAJORSURFACE DEFECTS, CRACKS &WARPING.2. EACH 8'-0" LENGTH OF TIMBER TORECEIVE A MINIMUM OF THREE (3) - 14'GALVANZIED LANDSCAPE TIMBERSPIKES. PLACE SPIKES 1' FROM EACHEND AND ONE SPIKE IN MIDDLE OFTIMBER; CENTER SPIKESLONGITUDINALLY.6"X6"X8' TREATEDLANDSCAPE TIMBERROADBASESURFACING (SEEDETAIL, THIS SHEETSET)14" GALVANIZEDLANDSCAPE TIMBERSPIKETOP OF CURB TOBE 1/2" ABOVE TOPOF TURF MAT (ORLANDSCAPE AREA)EXCAVATE TRENCHFOR CURB; COMPACTSUBGRADENOTES:1. ALL TIMBERS WILL BE 6''x6''x6' SELECT,PRESSURE TREATED, FREE OF MAJORSURFACE DEFECTS, CRACKS &WARPING.2. EACH 8'-0" LENGTH OF TIMBER CURB TORECEIVE A MINIMUM OF THREE (3) - 2'GALVANIZED #4 REBAR SPIKES. PLACESPIKES 1' FROM EACH END AND ONESPIKE IN MIDDLE OF TIMBER; CENTERSPIKES LONGITUDINALLY.6"X6"X8' TREATEDLANDSCAPE TIMBERBURY TIMBER 3" INTOGRADEROADBASESURFACING (SEEDETAIL, THIS SHEETSET)2' GALVANIZED #4REBAR SPIKEEXCAVATETRENCH FORCURB; COMPACTSUBGRADERedstone Park
Renovation Project
Redstone, Pitkin County, Colorado15146.06 FEB. 2, 2022.....ConstructionBid Documents311 Main Street#102Carbondale, Co. 81623970.963.6520www.dhmdesign.comD
R
A
F
T
F
O
R
R
E
V
I
E
W
O
N
L
YJJMABJJDetailsN/AL.6.002BEAM STONE TERRACE SEATINGNOT TO SCALE1002TOP OF BANK REPAIR TYPE 1NOT TO SCALE2002TOP OF BANK REPAIR TYPE 2NOT TO SCALE3002SPLIT RAIL FENCENOT TO SCALE4002STANDARD TWO-RAIL CEDARLANDSCAPE BOULDERNOT TO SCALE5002TIMBER WHEEL STOPNOT TO SCALE6002TIMBER EDGERNOT TO SCALE7002TIMBER CURBNOT TO SCALE8002
NOTES:1. PARK ENTRY SIGNS ARE TO READ: "REDSTONE PARK"2. ALL MATERIALS, DIMENSIONS, COLORS, TYPEFACES, MOUNTING,HARDWARE ARE TO BE PER PITKIN COUNTY OST SIGN GUIDE ASEXCERPTED HERE.NOTES:1. WATER FOUNTAIN TO BE "ELKAY OUTDOOR EZH20 LOWER BOTTLE FILLING STATION BI-LEVELPEDESTAL, NON-FILTERED NON-REFRIGERATED" MANUFACTURER'S MODEL NUMBERLK4420BF1U; COLOR EVERGREEN; OR APPROVED EQUAL IF APPROVED IN WRITING BY PITKINCOUNTY OST PROJECT REPRESENTATIVE.2. MANUFACTURER'S CUT SHEET PROVIDED FOR INFORMATION.3. THIS PRODUCT IS NOT FREEZE-RESISTANT AND WILL REQUIRE ANNUAL WINTERIZATION/DE-WINTERIZATION.4. WATER AND WASTEWATER TO CONNECT TO EXISTING SERVICE LINES FOR RESTROOM.PROVIDE WATER AND WASTEWATER SERVICE LINES TO WATER FOUNTAIN LOCATION PERLOCAL PLUMBING CODES AND MANUFACTURER'S DIRECTIONS.5. MOUNT WATER FOUNTAIN TO CONCRETE SLAB USING CONCRETE SPECIFIC EXPANSIONANCHORS .6. LOCATE WATER FOUNTAIN PER PLAN. MOUNT FOUNTAIN WITH 6" CLEAR FROM NEAREST EDGEOF CONCRETE TO GROUND MOUNTING PLATE, AND WITH 3' CLEAR FROM THE BOTTLESTATION BASIN TO THE EDGE OF CONCRETE.NOTES:1. STANDARD BENCH TO BE AVONDALE AV1-1010-IPE-AL-PF 6' BACKED BENCHWITH CAST IRON ENDS AND IPE SLATS. AS MANUFACTURED BY SITESCAPESOR APPROVED EQUAL.2. FRAME TO BE BLACK POWDER COAT3. PRESERVE IPE WITH A TRANSPARENT, OIL BASED SEALANT WITH UVINHIBITORS. DO NOT USE PIGMENTED OR WATER BASED SEALANTS ON IPE.4. BENCH TO BE INSTALLED ON GRADE, UN-ANCHORED.NOTES:1. BACKLESS BENCH TO BE AVONDALE AV1-1110-IPE-AL-PF 6' BACKLESS BENCHWITH CAST IRON ENDS AND IPE SLATS. AS MANUFACTURED BY SITESCAPESOR APPROVED EQUAL.2. FRAME TO BE BLACK POWDER COAT3. PRESERVE IPE WITH A TRANSPARENT, OIL BASED SEALANT WITH UVINHIBITORS. DO NOT USE PIGMENTED OR WATER BASED SEALANTS ON IPE.4. BENCH TO BE INSTALLED ON GRADE, UN-ANCHORED.NOTES:1. PICNIC TABLE TO BE NEW YORK NY6-1500-IPE-PF 6' PICNIC TABLE WITHSTEEL FRAME AND PERIMETER RAILS. AS MANUFACTURED BY SITESCAPESOR APPROVED EQUAL.2. FRAME TO BE BLACK POWDER COAT3. PRESERVE IPE WITH A TRANSPARENT, OIL BASED SEALANT WITH UVINHIBITORS. DO NOT USE PIGMENTED OR WATER BASED SEALANTS ON IPE.4. BENCH TO BE INSTALLED ON GRADE, UN-ANCHORED.NOTES:1. BIKE BOLLARD DETAIL IS EXCERPTED FROM THE PITKINCOUNTY RIO GRANDE TRAIL NODE PLAN.NOTES:1. REVIEW PLACEMENT OF TABLE WITH PITKIN COUNTY OST REPRESENTATIVE PRIOR TOCOMMENCING EXCAVATION.2. ROADBASE IS TO BE INSTALLED AND COMPACTED OVER UNDISTURBED SOILS. DO NOTOVER-EXCAVATE.3. SHOULD LARGE BOULDERS OR OTHER SIGNIFICANT SUBGRADE OBSTACLES BEDISCOVERED THAT IMPEDE EXCAVATION FOR TABLE FOOTER, DO NOT PROCEED WITHEXCAVATION. CONTACT PITKIN COUNTY REPRESENTATIVE IMMEDIATELY FOR DIRECTION.4. MEASURE SUPPORT COLUMN OF TABLE TO DETERMINE NECESSARY DIMENSIONS OFTIMBER FOOTER.5. TOP OF TABLE SHALL BE 32-34" ABOVE FINISH SURFACE.6. CONCRETE SHALL REACH A MINIMUM 28-DAY STRENGTH OF 4500 PSI AND HAVE 5-7%ENTRAINED AIR.6" DEPTH TOPSOIL COVEROVER CONCRETE FOOTING MIN.ALL SIDESUNDISTURBED EXISTINGSUBGRADE6-8" THICK CONCRETE FOOTING(NO REINFORCEMENT REQUIRED)6" CLASS 6 ROADBASE;COMPACT TO 95%EXISTING MARBLE TABLE TOBE RE-SET18" MINNOTES:1. BEARSAVER HA SERIES TO MATCH EXISTING TRASH RECEPTACLES: FOURSIDES TO BE CLAD IN CEDAR, STEEL TO BE POWDERCOAT BROWN2. MOUNT RECEPTACLE TO 4" THICK CONCRETE PAD AND SECURE TOCONCRETE SURFACE PER MANUFACTURER RECOMMENDATIONS..Redstone Park
Renovation Project
Redstone, Pitkin County, Colorado15146.06 FEB. 2, 2022.....ConstructionBid Documents311 Main Street#102Carbondale, Co. 81623970.963.6520www.dhmdesign.comD
R
A
F
T
F
O
R
R
E
V
I
E
W
O
N
L
YJJMABJJDetailsN/AL.6.003TRASH RECEPTACLENOT TO SCALE8003PARK ENTRY SIGNNOT TO SCALE1003WATER FOUNTAINNOT TO SCALE2003BIKE BOLLARDNOT TO SCALE3003BENCH - STANDARDNOT TO SCALE4003PICNIC TABLENOT TO SCALE6003BENCH - BACKLESSNOT TO SCALE5003MARBLE BENCH FOOTERNOT TO SCALE7003
16'6X6 ROUGHSAWN TIMBERCOLUMNAPPROXIMATECENTERLINE OFBEAM ABOVEAPPROXIMATEROOFOVERHANGSANDSTONESURROUNDTHERMO-TREATEDASH DECKFLOOR PLANMIN 6"OVERLAP24" TYP.TOP TREAD6-3/4"POLYPROPYLENE DECKPEDESTALUNDISTURBED NATIVESUBSOILTURF LAWN+/- 12"TYPTREAD5/4x5 THERMO-TREATEDASH WOOD DECKNOTES:1. SEE LANDSCAPE STEPS DETAIL FOR ADDITIONAL INFORMATION REGARDING INSTALLATION OF SANDSTONE SURROUND.2. WOOD DECK TO BE FOUNDED ON POLYPROPYLENE DECK PEDESTALS AS MANUFACTURED BY BISON PEDESTALS ORAPPROVED EQUAL. REFERENCE BISON PEDESTAL PRODUCT NUMBER USED FOR ESTABLISHING DEPTH OF DECKINGASSEMBLY IS "LEVEL-IT LO-18" WITH FLOATING FOUNDATION BASE AND JOIST TOP.3. AFFIX JOIST FRAME WITH GALVANIZED SIMPSON JOIST HANGERS.4. WOOD DECK IS TO BE THERMO-TREATED ASH DECKING BOARDS, 5/4x6 MATERIAL (1"X5" ACTUAL), SET WITH 1/8" SPACESBETWEEN DECKING BOARDS AND FASTENED TO THE JOIST FRAME WITH MANUFACTURER'S RECOMMENDED SCREWS.SCREWS ARE TO BE PURPOSE-MADE FOR DECKING AND COATED FOR USE IN TREATED LUMBER. ALL SCREW HEADSARE TO BE FLUSH WITH THE SURFACE OF THE DECK.5. FINISH DECK WITH A CLEAR PENETRATING OIL WITH PROPERTIES MEETING MANUFACTURER'S RECOMMENDATIONS.6. PEDESTALS TO BE SET ON 6" OF CLASS 6 ROADBASE, WETTED AND COMPACTED TO 95% STANDARD PROCTOR DENSITY.7. ANY FILL, BEYOND THE SPECIFIED DEPTH OF ROADBASE, REQUIRED TO ESTABLISH SUBGRADE, IS TO BE STRUCTURALPIT RUN MATERIAL, COMPACTED WITH A WALK-BEHIND PROOF ROLLER.8. TEST COMPACTION DURING GAZEBO SUBGRADE INSTALLATIONMINIMUM 1"BURY OFBOTTOM RISER4"X4" WOOD JOISTS,TREATED FOR GROUNDCONTACT6" CLASS 6 ROADBASECOMPACTED TO 95%RED SANDSTONESURROUNDRED SANDSTONESURROUND4X4 PERIMETER BEAM4X4 JOIST, 16" O.C. BUTTJOIN JOISTS CENTEREDOVER PEDESTALSPEDESTAL; 24" O.C.ALONG JOIST AND ATEACH JOIST JOINTPROVIDE 2X4 BLOCKINGAPPROXIMATELY 6' O.C.FIELD LAYOUT BLOCKINGAND ALTERNATE LAYOUTBETWEEN JOISTS.NOTES:1. BLOCKING DOES NOT NEED TO ALIGN WITH PEDESTALS. IF BLOCKINGLAYOUT RESULTS IN BLOCKING IN PROXIMITY TO PEDESTALS, ADJUSTLAYOUT TO ALIGN BLOCKING WITH PEDESTAL.2. INSTALL DECKING USING MANUFACTURER'S RECOMMENDED SCREWS,PURPOSE MADE FOR TREATED LUMBER APPLICATIONS.5/4X6 THERMO-TREATEDASH DECKINGSURROUND AND DECKING ASSEMBLY SECTION1/8" TO 1/4" GAPBETWEEN END OFDECKING AND STONEFRAMING PLANNOTE: ILLUSTRATIVE SECTION PROVIDED FOR CHARACTER AND CONTEXTREFERENCE ONLY. REFER TO INDIVIDUAL DETAILS AND MANUFACTURER'S SHOPDRAWINGS FOR SPECIFIC INSTALLATION INFORMATION.SITE SECTION, NOT TO SCALEINCLUDE CUPOLA 4'DIAMETER AND 3' TALLAPPROXIMATE STAINCOLOR; PROVIDE SAMPLESROOF PITCH TO MATCH IMAGE.ROOFING TO BE ARCHITECTURALASPHALT SHINGLES (40-YEAR),COLOR AND GEOMETRY TO MATCHPHOTO12" MINIMUM ROOFOVERHANG BEYOND BEAMBEAM ENDS TO MATCHPHOTOGRAPHROOF DECKING TO BE T&GWITH CLEAR SEALANTKNEE BRACES TO MATCHPHOTOGRAPHINCLUDE ALTERNATE FORORNAMENTAL PENDANT ATBEAM CENTER BRACING#4 CLOSED TIES@ 10" O.C. (2 @ TOP)24"DIAMETERFOOTER2" CLRTYP.POST BASE & ANCHORBOLTS PER GAZEBOMANUFACTURERADJACENT SURFACEMATERIAL VARIES; SEEPLANSGAZEBO POSTPOST FOOTERMATERIALS AND CHARACTER ILLUSTRATIVE IMAGESNOTES:1. UNKNOWN SUBSURFACE CONDITION: LIKELY TO ENCOUNTER LARGEBOULDER MATERIAL IN EXCAVATION FOR FOOTERS.36" MIN
FROST DEPTH
(4) #4 VERTICALEQ. SPACING3" REBAR CLR
@ BOTTOMELECTRICAL POWER BOX (TO BEFIELD LOCATED). SEE ALSOELECTRICAL PLANSGAZEBO GENERAL NOTES:1. ALL WOOD MEMBERS TO BE DOUGLAS FIR; PROVIDE CERTIFICATION OFSUSTAINABLY HARVESTED TIMBER STOCK.2. ALL WOOD MEMBERS TO BE TREATED WITH SEALANT/STAIN PERMANUFACTURER'S RECOMMENDATIONS.3. PROVIDE PRE-WIRING IN ON POST, WITH INTEGRATED, LOCKABLE OUTLETBOX AT 12" ABOVE FINISHED GRADE AND AT TOP OF POST.4. INCLUDE 'BISTRO-STYLE' LIGHTING IN THE CEILING VOLUME OF THEGAZEBO, WITH A DEDICATED OUTLET CONNECTED TO A TIMER SWITCHLOCATED IN ONE OF THE TIMBER POSTS.5. TOP OF CONCRETE FOOTER AND MOUNTING PLATE HARDWARE TO BECONCEALED BELOW STONE SURROUND AND WOOD DECKING.6. MANUFACTURED / KIT DELIVERY OF GAZEBO IS ASSUMED. MANUFACTURERTO PROVIDE ENGINEERED AND STAMPED SHOP DRAWINGS AS REQUIREDBY LOCAL CODES INCLUDING SNOW AND WIND LOAD REQUIREMENTS.7. GAZEBO SHALL INCLUDE ALL OF THE IDENTIFIED ELEMENTS LOCATEDWITHIN THIS DETAIL AND THESE PLANS.8. GAZEBO SHALL HAVE (1) ELECTRICAL TIMED & SWITCHED OUTLET LOCATEDIN THE OVERHEAD PORTION OF GAZEBO. EXACT LOCATION TO BEIDENTIFIED DURING CONSTRUCTION9. GAZEBO SHALL HAVE (2) POST INSET SINGLE GANG ELECTRICAL OUTLETSEACH LOCATED ON OPPOSITE SIDES OF THE GAZEBO.Redstone Park
Renovation Project
Redstone, Pitkin County, Colorado15146.06 FEB. 2, 2022.....ConstructionBid Documents311 Main Street#102Carbondale, Co. 81623970.963.6520www.dhmdesign.comD
R
A
F
T
F
O
R
R
E
V
I
E
W
O
N
L
YJJMABJJDetailsN/AL.6.004GAZEBONOT TO SCALE1004
DUMPSTER ENCLOSURENOT TO SCALE1005DOTBD_DUMPSTER ENCLOSURE(4) 6" SQ.HSS POSTAA2" SQ. HSSFRAME, TYPNOTES1. STAKE LAYOUT FOR POSTS AND PAD FOR APPROVAL BYLANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2. ALL PLYWOOD CLADDING TO BE EXTERIOR GRADE, 34" THICK.3. ATTACH PLYWOOD TO METAL FRAMES WITH 38" GALVANIZEDCARRIAGE BOLTS.4. APPLY (2) COATS OF EXTERIOR GRADE SEMI-TRANSPARENTOIL STAIN TO WOOD (DIAMOND VOGEL AG-SERIES GRAINSTAIN OR APPROVED SUBSTITUTE) TO ALL WOOD SURFACES.3. PRIMER AND PAINT ALL STEEL FRAMING AND POSTS MATTEBLACK AS PER SPECS WITH EPOXY POLYURETHANE PAINTSYSTEM BY TNEMIC (SERIES 66 PRIME COAT, SERIES 73FINISH COAT).4. CONTRACTOR TO SUBMIT HARDWARE SPECIFICATIONS ANDMOUNTING INSTRUCTIONS FOR ALL LATCHES, HINGES, ANDPLUNGE PINS FOR OWNER'S APPROVAL PRIOR TOINSTALLATION.5. GRIND ALL WELDS SMOOTH.6. SLOPE CONCRETE SLAB 2% TOWARDS GATE. SLAB TO HAVEA 12" APRON @ 8% SLOPE.7. PROVIDE SHOP DRAWINGS FOR APPROVAL.8. HSS SHAPES SHALL CONFORM TO ASTM A500 GRADE B/C.HSS WALL THICKNESS SHALL BE MINIMUM 1/4".9. ALL WELDING SHALL BE PERFORMED BY AN AWS QUALIFIEDWELDER. PROVIDE MINIMUM 3/16" FILLET WELD ALL AROUNDFOR HSS CONNECTIONS.10. CONCRETE SHALL REACH A MINIMUM 28-DAY STRENGTH OF4500 PSI AND HAVE 5-7% ENTRAINED AIR.1x112" BATTEN BOARD(TO MATCHADJACENT SHED)1x6 CORNER BOARD1x8 CORNER BOARD2x10 TOP BOARD(OVERHEAD)34" EXT. GRADEPLYWOOD1"1"2" SQ. HSSFRAME, TYP1x6 CORNERBOARD2x10 TOP BOARD(OVERHEAD)9'-9"(SLAB DIMENSION)8'-0"
(SLAB DIMENSION)
48"1'-0"8'-0"12" LIP @ 8% SLOPEADJACENT (RELOCATED) SHEDEXPANSION JOINTHEAVY DUTY HINGES(3) EA. SIDE , TYP34" EXT. GRADE PLYWOOD(2) J-BOLT PINS(2) 1" GALV.PIPES SET INTO CONC.SLAB TO RECEIVEJ-BOLT PINS9"8'-6"6"2"x4" VERTICALHSS FRAME2x8 TOP BOARDOVERHEAD1x4 TRIM, TYPFRONT OF GATELOCKING DEVICE±2"8"
6'-0"3'-11"5'-4"
5'-5"6"1'-0"1'-0"ALL WALLS TO HAVE(3) HORIZONTAL 2"SQ HSS FRAMES, TYP12" Ø CONCRETEFOOTER, TYP ALL POSTS1'-0"6" SQ HSS POSTS TO BE10' IN LENGTHFRONT ELEVATIONSECTION A-AGATE FRAMING PLANPLAN VIEWCORNER ENLARGEMENTN.T.S.1x112" BATTEN BOARD(TO MATCHADJACENT SHED)2x10 TOP BOARD34" EXTERIORGRADE PLYWOOD5'-4"8"2" SQ HSSGATE FRAME34" PLYWOOD1x4 TRIM2% SLOPE
8%
EQEQ MATTE BLACK COATING PER SPECSHEAVY DUTY HINGE6" MIN. CONCRETE SLAB ONGRADE - REINFORCE W/ #4@12" O.C. EACH WAYADJACENT SHEDFOUNDATION -SEE SHEET L.6.001HINGE EDGE2" SQ. HSS. TYP.6" SQ. PRESSURE TREATEDTIMBER POST (2)(4) 6" SQ.HSS POST(4) 6" SQ.HSS POSTRedstone Park
Renovation Project
Redstone, Pitkin County, Colorado15146.06 FEB. 2, 2022.....ConstructionBid Documents311 Main Street#102Carbondale, Co. 81623970.963.6520www.dhmdesign.comD
R
A
F
T
F
O
R
R
E
V
I
E
W
O
N
L
YJJMABJJDetailsN/AL.6.005
Redstone Park
Renovation Project
Redstone, Pitkin County, Colorado15146.06 FEB. 2, 2022.....ConstructionBid Documents311 Main Street#102Carbondale, Co. 81623970.963.6520www.dhmdesign.comD
R
A
F
T
F
O
R
R
E
V
I
E
W
O
N
L
YJJMABJJPlanting Detailsand NotesL.6.006DO NOT CUT LEADER-PRUNEONLY DAMAGED OR DEAD WOOD12 GAUGE GALV. WIRE WITH 34"ØWHITE PVC ON ENTIRE LENGTHOF EACH WIRESPECIFIED TREE STRAPSPECIFIED POSTS-2 PER TREESET MIN 18" INTO UNDISTURBEDSUBGRADEWRAP ENTIRE SURFACE OF TRUNKUP TO SECOND BRANCH WITHSPECIFIED WRAPPINGSECURE TOP & BOTTOM & @ 2'INTERVALSPLANT TREE W/ TOP OF ROOTBALL 2"-4"ABOVE FINAL GRADEPULL MULCH2"-3" BACKFROM TRUNKDECIDUOUS TREE PLANTINGNOT TO SCALE10062x DIAMETER OFROOTBALL, MIN.18''
MINNOTE: MULCH SHOULD BE 4" DEEP IN NON-TURF AREAS, MULCH SHOULD BE 2"DEEP IN TURF AREAS.MULCH RING, MIN. 48" Ø, PULLMULCH BACK 2"-3" FROM TRUNK.4" HEIGHT WATER SAUCER INNON-TURF AREASSPECIFIED BACKFILL MIXTUREAS PER SPECIFICATIONSAFTER TREE IS SET IN PLANTINGPIT, REMOVE ALL TWINE & WIREFROM TOP & SIDES OF ROOTBALL,PULL BURLAP BACK 13 (MIN.)SET ROOTBALL ON UNDISTURBEDSUBGRADE - DO NOTOVER-EXCAVATENOTES:1. ALL WORK TO BE DONE AT TIME OF PLANTING2. PEEL BACK ONLY TOP OF BURLAP REQUIRED TO PERFORM WORK. REPLACE BURLAPBEFORE MOVING TREE INTO PLANTING PIT. DO NOT REMOVE WIRE BASKET UNTILINSIDE PLANTING PIT.3. MEASURE NEW HEIGHT OF ROOTBALL AND DIG PLANTING PIT SO FINAL TOP ROOTBALLGRADE IS 3'' ABOVE FINAL GRADE SURROUNDING BALL.FINAL TOP ROOTBALL GRADENOT TO SCALE20062313
FINAL TOP ROOTBALL GRADEFINAL TOP ROOTBALL GRADEGRAFTEDNON-GRAFTEDLEAVE PROTECTIVE WRAPPING/COVER ON TREE TRUNK UNTILPLANTINGREMOVE ADVENTITIOUS ROOTSFROM NEWLY EXPOSED PORTIONOF TREE TRUNKLEAVE PROTECTIVE WRAPPING/COVER ON TREE TRUNK UNTILPLANTINGREMOVE ADVENTITIOUS ROOTSFROM NEWLY EXPOSED PORTIONOF TREE TRUNKCAREFULLY REMOVE ANY SOILABOVE BOTTOM 13 OF GRAFTCAREFULLY LOCATE TOP OF ROOTCROWN WITH BLUNT HAND TOOLSTO DETERMINE FULL HEIGHT OFGRAFT. REPLACE SOIL TO BOTTOMONE THIRD OF GRAFT AS SHOWN.CAREFULLY REMOVE ANY SOILHIGHER THAN 1'' ABOVE TOP OFROOT CROWNCAREFULLY LOCATE TOP OF ROOT CROWNWITH BLUNT HAND TOOLS TO DETERMINELOCATION OF TOP OF ROOT CROWN.REPLACE SOIL AROUND TRUNK TO FINALTOP ROOTBALL. GRADE AS SHOWN.GRAFT
1''STEEL EDGERNOT TO SCALE7006NOTES:1. SET ALL EDGING 1'' ABOVE FINISH GRADE AS SHOWN.2. EDGING SHALL ABUT ALL CONCRETE CURBS AND WALKSPERPENDICULAR, AND FLUSH W/ GRADES OF CONCRETE.3. ALL JOINTS TO BE SECURELY STAKED.4. CONTRACTOR SHALL CUT TOP EDGE(S) AS NEEDED TO BEPARALLEL WITH GRADE.SPECIFIED METAL STAKESGALVANIZED, ROLL-TOP STEEL EDGINGLAWN AS SPECIFIED1'' MIN.SHRUB BED W/ SPECIFIEDMULCH DEPTHSPECIFIED LANDSCAPEFABRIC - ROLL EDGE UNDEREDGING AS SHOWNPLANTING NOTES1. THE LANDSCAPE PLAN AND DETAILS ARE TO BE USED IN CONJUNCTION WITH THE CIVIL AND ARCHITECTURAL PLANS TO FORM COMPLETE INFORMATIONREGARDING SITE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH ALLCONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, SLEEVES, ETC., SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS..2. TO THE MAXIMUM EXTENT POSSIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRINGREVEGETATION AND LANDSCAPING.3. LANDSCAPE CONTRACTOR TO REMOVE ALL ROCK AND DEBRIS OVER 1" IN SIZE AND REMOVED OFF-SITE PRIOR TO INSTALLATION OF PLANT MATERIAL. ALLMATERIALS SHALL BE DISPOSED OF OFF-SITE PER LOCAL CODES & REGULATIONS.4. CONTRACTOR SHALL FOLLOW THE LANDSCAPE PLAN. ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'SAUTHORIZED REPRESENTATIVE BEFORE PROCEEDING WITH WORK.5. CONTRACTOR SHALL USE LOCAL BEST MANAGEMENT PRACTICES FOR OBTAINING AND INSTALLING LANDSCAPE MATERIALS. COMPLETE THE WORK USING SKILLEDPERSONNEL, PROFICIENT IN THE TRADES REQUIRED & IN A NEAT , ORDERLY AND RESPONSIBLE MANNER & WITH RECOGNIZED STANDARDS OF WORKMANSHIP.6. ALL PLANTS TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. NOTIFY OWNER FOR INSPECTION AND APPROVAL OF PLANT MATERIAL ATTIME OF DELIVERY. TREES ARE TO BE TAGGED AT THE NURSERY BY CITY FORESTER. ANY PLANT NOT MEETING OWNER'S APPROVAL MAY BE REJECTED AT ANYTIME PRIOR TO FINAL ACCEPTANCE.7. PLANT MATERIAL MUST MEET CURRENT LANDSCAPE NURSERY STANDARDS &/OR ANSI Z60.1.8. IF PLANTS ARE NOT AVAILABLE, NOTIFY OWNER FOR APPROVAL OF CHANGE BEFORE MAKING SUBSTITUTIONS.9. THE OWNER'S AUTHORIZED REPRESENTATIVE MUST APPROVE ALL PLANTING LAYOUTS PRIOR TO PLANTING. ALL ADJUSTMENTS SHALL BE MADE BY THECONTRACTOR PRIOR TO INSTALLING PLANTS. THE CONTRACTOR SHALL NOT DIG PLANT PITS UNTIL LOCATIONS ARE APPROVED.10. IF THERE IS A DISCREPANCY BETWEEN THE PLANT COUNTS ON THE CALL-OUTS ON THE PLANS & THE ACTUAL NUMBER OF PLANT SYMBOLS DEPICTED ON THEPLANS, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE ACTUAL NUMBER OF PLANTS AS SYMBOLICALLY DEPICTED ON THE PLANS.11. ALL SHRUB BEDS AND SOD AREAS SHALL BE CONTAINED BY A STEEL EDGER (OR APPROVED SUBSTITUTION), OR A CONCRETE CURB, WALK, OR OTHER SHRUB BEDDEFINING ELEMENT - AS PER PLANS AND SPECIFICATIONS.12. SOD AREAS SHALL RECEIVE A MINIMUM OF 5 CU. YDS PER 1000 S.F. OF A-1 ORGANIC'S BIOCOMP, OR A WELL DECOMPOSED COMPOST APPROVED BY THE OWNER'SAUTHORIZED REPRESENTATIVE. SHRUB BEDS SHALL RECEIVE A MINIMUM OF 4 CU. YDS. PER 1000 S.F. OF ONE OF THE ABOVE MATERIALS. ALL AMENDMENTSSHALL BE THOROUGHLY TILLED A MIN. OF 6" INTO THE SOIL.13. TREE BASKETS SHALL BE REMOVED FROM ROOTBALLS AND KEPT BY THE PLANTED TREE UNTIL VERIFIED BY THE OWNER'S REPRESENTATIVE.
EM
ETSERVICE
XFMR
GR
PANEL M
NT
PB
(BRIDGE
BOX)
PB
(BRIDGE
BOX)
GR
PANEL R
NT
GR
PG (GAZEBO
PANEL)
NT
GR
PN (NORTH
PEDESTAL)
NT
B20 F100 F50S200
M
GR
NT
F200
CRYSTAL RIVER
REDSTONE BLVD.
SHED
TRASH
GAZEBO
RESTROOMS
MUSEUMBRIDGEORDINARY HIGH
WATER LINE
PLAYGROUND
SKATING RINK
IRRIGATION CONTROL
CIRCUIT TO REMAIN
STREETLIGHT
POWER TO REMAIN
PANEL R
PANEL M
OVERHEAD ELEC.O V E R H E A D E L E C .PN
PG
PB
PB
1
2
12
4
5
6
7
8
9
2
12
10 11 11
13
3
3
GROUND
LEVEL
SINGLE LINE DIAGRAM GENERAL NOTES:
1. THIS DIAGRAM IS SCHEMATIC, AND IS NOT INTENDED TO SPECIFY
CONDUIT ROUTING OR FEED SIDE OF PANELS. THE CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THE MOST EFFICIENT ROUTING OF
FEEDERS AND ORDERING EQUIPMENT ACCORDINGLY.
2. REFER TO PANEL SCHEDULES FOR EQUIPMENT SIZING AND RATINGS.
3. REFER TO FEEDER SCHEDULE FOR FEEDER SIZING.
AVAILABLE FAULT
11,600 A
PROVIDE ADD ALTERNATE BID TO REPLACE
THE RESTROOM BUILDING EXTERIOR PANEL
WITH NEW EQUIPMENT MATCHING EXISTING.
200A
SERVICE LOAD SUMMARY
ITEM DEMAND LOAD (KVA)
EXISTING MAX DEMAND *15.48
ADDITIONAL 25% PER NEC 220 3.87
GAZEBO PANEL @ 80%19.20
RECEPTACLES - FIRST 10KVA @ 100%0.72
39.27 KVA
NEW TOTAL DEMAND:163.6 AMPS
@ 240V, 1 PH
SERVICE CAPACITY:200 AMPS
* Maximum over last 36 months per serving utility.
Title:Revision#Dwg No.
Job No.
Drawn by:
Date:
PE:QC:DateBy:Project Milestone:118 West Sixth Street, Suite 200Glenwood Springs, CO 81601970.945.1004 www.sgm-inc.comNOT FOR
CONSTRUCTION
C:\Users\ahaymes\Documents\SGM Project Copies\2020-120-PitkinCoOpenSpace 006-RedstonePark\Revit\Redstone Park_R22.rvt2/1/2022 2:59:17 PMRedstone Park RenovationRedstone, Pitkin County COBid Set2020-120.006
AH
2022-02-02
AHBC
ELECTRICAL PLAN
E1NORTH
SCALE: 1/16" = 1'-0"1 ELECTRICAL SITE PLAN
KEYNOTES
1
REPLACE MAIN SERVICE PANEL ON EXTERIOR WALL OF MUSEUM
(NEW PANEL TO BE FED UNDERGROUND FROM PEDESTAL).
REMOVE EXISTING METER AND SERVICE MAST, AND SEAL ROOF
PENETRATION.
2
AT SERVICE PEDESTAL AND NORTH PEDESTAL (PN), PROVIDE TWO
3/4” X 8’ COPPER CLAD STEEL GROUND RODS, SPACED 16’ APART,
WITH TOPS DRIVEN AT 30” BELOW GRADE.
3
AT MUSEUM PANEL AND GAZEBO, PROVIDE ONE 3/4” X 8’ COPPER
CLAD STEEL GROUND ROD WITH TOP DRIVEN AT 30” BELOW
GRADE.
4
COORDINATE WITH UTILITY FOR UPGRADE OF EXISTING POLE
MOUNTED TRANSFORMER, AND REPLACEMENT OF EXISTING
OVERHEAD SERVICE WITH NEW UNDERGROUND SERVICE.
PROVIDE METER PEDESTAL AT POLE LOCATION PER UTILITY
DIRECTION. REFER TO SINGLE LINE DIAGRAM FOR DETAILS.
5
PROVIDE NEW UNDERGROUND FEEDER TO NEW POWER
PEDESTAL. ROUTING SHOWN IS SUGGESTED, FIELD COORDINATE
EXACT ROUTING. AVOID ROOT PROTECTION ZONES OF ALL TREES
TO REMAIN.
6
PROVIDE NEW UNDERGROUND FEEDER TO NEW GAZEBO.
ROUTING SHOWN IS SUGGESTED, FIELD COORDINATE EXACT
ROUTING. AVOID ROOT PROTECTION ZONES OF ALL TREES TO
REMAIN.
7
PROVIDE NEW UNDERGROUND CIRCUIT TO NEW BRIDGE
RECEPTACLES. ROUTING SHOWN IS SUGGESTED, FIELD
COORDINATE EXACT ROUTING. AVOID ROOT PROTECTION ZONES
OF ALL TREES TO REMAIN.
8
BRING UNDERGROUND CIRCUIT TO WEST SIDE OF BRIDGE
APPROACH, THEN ALONG RETAINING WALL AND SWEEP UP TO
ABUTMENT. FIELD COORDINATE EXACT ROUTING, MINIMIZING
VISIBLE EXPOSED CONDUIT AS MUCH AS POSSIBLE. WHERE
EXPOSED, USE RMC AND PAINT TO MATCH SURFACE.
9
MOUNT SURFACE BOXES “PB” ON VERTICAL BRIDGE MEMBERS,
FACING RIVER. COORDINATE EXACT LOCATIONS WITH OWNER,
INTENT IS FOR BOXES TO BE DISCREET BUT REACHABLE TO
SUPPLY HOLIDAY LIGHTING ON HANDRAILS.
10
INSTALL PANEL “PG” AT DISCREET LOCATION ON PREFABRICATED
GAZEBO STRUCTURE. COORDINATE EXACT LOCATION WITH PARK
OPERATORS, RECEPTACLES MUST BE USABLE FOR BAND
EQUIPMENT WITHOUT EXTENSION CORDS. INSTALL A COMPATIBLE
ADDITIONAL BREAKER IN THE FIFTH SPACE AND SUPPLY
INTEGRAL GAZEBO LIGHTING PER MANUFACTURER
INSTRUCTIONS.
11
UTILITY POLE AND GUY POLE (NO LONGER IN USE), TO BE
REMOVED TO ACCOMMODATE SKATING RINK AREA
IMPROVEMENTS. UTILITY WORK ORDER TO BE SUBMITTED BY
OWNER, SHOWN FOR REFERENCE ONLY.
12
UTILITY TO RELOCATE GUY POLE TO ACCOMMODATE NEW
GAZEBO. UTILITY WORK ORDER TO BE SUBMITTED BY OWNER,
SHOWN FOR REFERENCE ONLY.
13
PROVIDE CONTACTOR AND PROGRAMMABLE TIMER ADJACENT TO
NEW SERVICE PANEL. CONNECT TO EXISTING PHOTOCELL. ROUTE
NEW CIRCUITS FOR BRIDGE RECEPTACLES (PB) AND POWER
PEDESTAL (PN) THROUGH CONTACTOR. LOCATE EXISTING
CIRCUITS CONTROLLED BY PHOTOCELL AND ROUTE THROUGH
NEW CONTACTOR FOR CENTRALIZED CONTROL.
LEGEND:[EX] = EXISTING [GFI] = GFCI BREAKER [AFI] = AFCI BREAKER
Refer to service load summary for existing demand and total of added loads.
23 Spare 20 A 1 0 24
21 Spare 20 A 1 0 22
19 Spare 20 A 1 0 20
17 Spare 20 A 1 0 18
15 Spare 20 A 1 0 16
13 BRIDGE OUTLETS 'PB' 20 A 1 0 14
11 UNKNOWN [E]15 A 1 0 0 -- -- --12
9 MONITOR OUTLET [E] 20 A 1 0 0 2 50 A RESTROOM PANEL [E] 10
7 MUS. PHOTOCELL [E] 20 A 1 0 0 -- -- --8
5 MUS. EXT OUTLET [E] 20 A 1 0 0 2 50 A NORTH PEDESTAL 'PN' 6
3 MUS. LIGHTS [E]20 A 1 0 0 -- -- --4
1 MUS. OUTLETS [E] 20 A 1 0 0 2 100 A GAZEBO PANEL 'PG' 2
CKT Circuit Description Trip Pole A B Pole Trip Circuit Description CKT
Notes:Wires:3 Mains Rating:200 A
Mounting:SURFACE Phases:1 Mains Type:MCB
Enclosure:NEMA 3R Volts:120/240 Single A.I.C. Rating:10,000
PANEL SCHEDULE: M
EQUIPMENT SCHEDULE
TAG DESCRIPTION MAKE MODEL# VOLTS AMPACITY BREAKERS RECEPTACLES MOUNTING ENCLOSURE
PB
VANDAL RESISTANT RECAPTACLE
BOX WITH RECEPTACLE FACE
ANGLED DOWN
MIDWEST U010SEP 120 V 20 A NONE (1) NEMA 5-20
GFCI SURFACE
NEMA 3R, HEAVY
DUTY, LOCKABLE,
WHILE-IN-USE COVER
PG
POWER OUTLET BOX WITH FOUR
DEDICATED CIRCUITS FOR
CONCERT EQUIPMENT, PLUS AN
ADDITIONAL CIRCUIT BREAKER
FOR GAZEBO LIGHING
MIDWEST U014C010 240 V 100 A (5) 20A/1P
GFCI (4) NEMA 5-20 SURFACE
NEMA 3R, HEAVY
DUTY, LOCKABLE,
WHILE-IN-USE COVER
PN POWER PEDESTAL WITH TWO
DEDICATED CIRCUITS MIDWEST U011CP6010 240 V 50 A (2) 20A/1P
GFCI (2) NEMA 5-20 PEDESTAL
NEMA 3R, HEAVY
DUTY, LOCKABLE,
WHILE-IN-USE COVER
NO SCALE2SINGLE LINE DIAGRAM
FEEDER SCHEDULE
TAG FEEDER
B20 (2) #10 CU + #10 CU EGC IN 1" PVC
[UPSIZED DUE TO DISTANCE]
F50 (3) #3 AL + #4 AL EGC IN 1.5" PVC
[UPSIZED DUE TO DISTANCE]
F100 (3) #1 AL + #6 AL EGC IN 1.5" PVC
F200 (3) 250 MCM AL + #4 AL EGC IN 2" PVC
S200 (3) 250 MCM AL IN 2" PVC
SINGLE LINE DIAGRAM SYMBOLS
CIRCUIT BREAKER
FUSE
DISCONNECT SWITCH
NEUTRAL BUS
GROUND BUS
BOND
GROUNDING ELECTRODE
(SEE KEYNOTE FOR TYPE)
VARIABLE FREQUENCY DRIVE
METER
GROUND FAULT PROTECTION
LIGHTING FIXTURES
GENERAL LIGHT FIXTURE
DRAWN TO APPROX. SIZE AND SHAPE
HALF FILL INDICATES
EMERGENCY BACKUP
DIAGONAL LINE INDICATES
RECESSED MOUNTING
DOT INDICATES
SUSPENDED MOUNTING
SIDE LINES INDICATE
WALL MOUNTING
EXIT SIGN
FILLED QUARTERS INDICATE FACES
EXIT SIGN WITH INTEGRAL LIGHTS
DEDICATED EMERGENCY LIGHT
TRACK MOUNTED FIXTURES
(HEADS AND TRACK WILL HAVE
SEPERATE TYPE DESIGNATIONS)
SURFACE MOUNTED
ACCENT FIXTURES
CONTROL DEVICES
WALL SWITCH
LOWER CASE LETTER
INDICATES CONTROL ZONE
THREE WAY SWITCH
KEYED SWITCH
PILOT LIGHTED SWITCH
DIMMING SWITCH, 0-10V
UNLESS OTHERWISE NOTED
NETWORKED SWITCH, LOW VOLT
(SEE KEYNOTE OR LIGHTING
CONTROL DETAILS FOR FUNCTION)
EMERGENCY POWER OFF BUTTON
RECEPTACLES
STANDARD WALL MOUNTED
DUPLEX RECEPTACLE
CROSS LINES INDICATE
QUADRUPLEX
SINGLE LINE
INDICATES SIMPLEX
TRIANGLE INDICATES SPECIAL
NEMA TYPE (SEE KEYNOTES)
CENTER FILL INDICATES ABOVE
COUNTER (16" TO BOTTOM)
OUTER CIRCLE INDICATES
CEILING MOUNT (FLUSH)
OUTER SQUARE INDICATES
FLOOR MOUNT
"G" INDICATES PROVIDE GFCI
PROTECTION AT DEVICE OR BREAKER
"W" INDICATES WEATHERPROOF
IN-USE COVER AND GFCI PROTECTION
"U" INDICATES INTEGRAL
USB CHARGING PORT
"T" INDICATES
TAMPER PROOF
LOWER CASE LETTER
INDICATES SWITCHING ZONE
COMMUNICATION DEVICES
DIGITAL DATA OUTLET
SINGLE PORT
ANALOG PHONE OUTLET
SINGLE PORT
COMBINATION DATA / PHONE
SINGLE PORT EACH
CIRCLE INDICATES
CEILING MOUNT (FLUSH)
SQUARE INDICATES
FLOOR MOUNT
NUMBER INDICATES
QUANTITY OF PORTS
"H" INDICATES HDMI
PORT TYPE (SEE KEYNOTES)
NT
GR
VFD
GFP
M
3
K
P
D
N
a
a
a
a
a
G
W
U
T
4
H
a
EPO
LIGHT FIXTURE SYMBOL MODIFIERS:
EXIT AND EGRESS TYPES:
ACCENT FIXTURE TYPES:
RECEPTACLE SYMBOL MODIFIERS:
COMMUNICATION SYMBOL MODIFIERS:
ANNOTATION SYMBOLS
KEYNOTE TAG
REVISION TAG
EQUIPMENT CONNECTION TAG
REFER TO CONNECTION SCHEDULE
FEEDER TAG
REFER TO FEEDER SCHEDULE
CIRCUIT TAG (HOME RUN)
REFER TO PANEL SCHEDULE
LIGHTING FIXTURE TAG
UPPERCASE TAG IS FIXTURE TYPE
LOWERCASE LETTER IS SWITCH ID
LIGHTING CONTROL TAG
REFER TO LIGHTING CONTROL
SCENARIO SCHEDULE FOR
REQUIREMENTS FOR THIS SPACE
AA-#-###
?
##
LINETYPES / PHASING
SOLID DARK LINES INDICATE
NEW OR MODIFIED ITEMS
DASHED DARK LINES INDICATE
ITEMS TO BE DEMOLISHED
SOLID LIGHT LINES INDICATE
EXISTING ITEMS TO REMAIN
##
reference info
A###
AA - #,#,#
A##a
C##
ELECTRICAL SYMBOL LEGEND
SCOPE AND PERFORMANCE OF WORK:
1. COORDINATE ALL LINE VOLTAGE WIRING AND CONDUIT SYTEMS
REQUIRED BY ALL DIVISIONS AND ENSURE THAT THEY ARE CAPTURED IN
THE ELECTRICAL SUBCONTRACTOR’S SCOPE OF WORK. EVERY ATTEMPT
WILL BE MADE TO REFLECT THESE REQUIREMENTS ON THE ELECTRICAL
SHEETS, BUT ENSURE THAT THE ELECTRICAL SUBCONTRACTOR
RECIEVES A COMPLETE DRAWING SET, AND UNDERSTANDS THE
COMPLETE PROJECT SCOPE.
2. PROVIDE TEMPORARY CONSTRUCTION POWER AS REQUIRED BY THE
GENERAL CONTRACTOR.
3. WHEN INSTALLING OR MODIFYING SERVICE OR METERING EQUIPMENT,
COORDINATE WITH UTILITY COMPANY TO ENSURE THAT THEIR CURRENT
STANDARDS ARE MET. IF ANY DISCREPANCY IS FOUND BETWEEN UTILITY
STANDARDS AND CONTRACT DOCUMENTS, SUBMIT RFI TO ENGINEER FOR
DIRECTION.
4. PROVIDE COMPLETE AND FUNCTIONAL ELECTRICAL AND LIGHTING
SYSTEMS. INCLUDE ALL REQUIRED LABOR AND MATERIALS, REGARDLESS
OF WHETHER SUCH MTERIALS ARE SPECIFICALLY CALLED OUT ON THE
DRAWINGS, UNLESS THE DRAWINGS EXPLICITLY DESIGNATE CERTAIN
ITEMS AS BEING PROVIDED BY OTHERS.
5. ELECTRICAL WORK SHALL BE PERFORMED IN A NEAT AND
WORKMANLIKE MANNER, AS DEFINED BY THE NECA 1 STANDARD.
6. COORDINATE WITH OTHER TRADES FOR CUTTING, PATCHING, DRILLING,
ROOF FLASHING, OR OTHER PENETRATION REQUIREMENTS CREATED BY
ELECTRICAL WORK.
7. OBTAIN AND FOLLOW MANUFACTURER’S WIRING DIAGRAMS FOR ALL
EQUIPMENT.
ELECTRICAL COMMISSIONING:
1. TEST ALL SCHEDULED EQUIPMENT AND WORK INDICATED AS NEW OR
MODIFIED WITHIN THE PLANS AND SPECIFICATIONS. TESTING SERVICES
SHALL BE SUFFICIENT TO DEMONSTRATE INTENDED OPERATING
CONDITIONS AND FUNCTIONS.
ELECTRICAL SUBMITTAL REQUIREMENTS:
1. VERIFY THAT THE SUBMITTED DISTRIBUTION EQUIPMENT WILL ACCEPT
THE SPECIFIED CONDUCTOR SIZES, EVEN WHEN CONDUCTORS ARE
OVERSIZED TO MITIGATE VOLTAGE DROP. LUG KITS ARE ONLY
ACCEPTABLE WHEN APPROVED BY THE EQUIPMENT MANUFACTURER.
IDENTIFICATION:
1. PROVIDE NEW TYPED SCHEDULES FOR ALL PANELS AFFECED BY
PROJECT. SCHEDULES SHALL CONTAIN ALL NEW CIRCUITING AS
INSTALLED, AND ALL EXISTING CIRCUIT INFORMATION AVAILABLE. FOR
EXAMPLE, IF A CIRCUIT WAS NOT MODIFIED IN THIS PROJECT, THE NEW
PRINTED SCHEDULE SHOULD CONTAIN THE SAME TEXT AS THE EXISTING
SCHEDULE. IF NO INFORMATION IS AVAILABLE, WRITE “UNKNOWN”IN THE
SCHEDULE. PRINTING SCHEDULES FROM THE CONSTRUCTION DRAWING
IS NOT ACCEPTABLE; RE-ATTACHING OLD SCHEDULES IS NOT
ACCEPTABLE.
2. PROVIDE PERMANENT, ENGRAVED PLASTIC NAMEPLATES FOR ALL
DISTRIBUTION EQUIPMENT REFLECTING THE NAMES SHOWN ON THE
CONSTRUCTION DOCUMENTS. REMOVE ALL OLDER CONFLICTING LABELS.
3. PROVIDE ADHESIVE PRINTED PLASTIC LABELS FOR ALL RECPTACLES,
JUNCTION BOXES, AND DISCONNECT SWITCHES SHOWING PANEL AND
CIRCUIT NUMBER (AND EQUIPMENT TAG IF APPLICABLE). IN FINISHED
SPACES, LOCATE RECEPTACLE LABELS ON INSIDE OF FACEPLATE
UNLESS DIRECTED OTHERWISE BY OWNER.
4. IDENTIFY ALL CONUIT RUNS LONGER THAN SIX FEET, AND AT 50 FOOT
INTERVALS.
5. INSTALL WARNING TAPE WITH ALL UNDERGROUND CONDUIT AND CABLE,
AT 12”BELOW GRADE.
6. COLOR CODE ALL POWER CONDUCTORS USING FACTORY APPLIED
COLORS. FOR 120/208 AND 240 SYSTEMS, USE BLACK/RED/BLUE FOR
PHASES A/B/C. FOR 277/480 SYSTEMS, USE BROWN/ORANGE/YELLOW FOR
PHASES A/B/C. FOR GROUNDED (NEUTRAL) CONDUCTORS USE WHITE OR
GRAY. FOR GROUNDING CONDUCTORS USE GREEN. FOR ISOLATED
GROUNDING CONDUCTORS USE GREEN WITH WHITE STRIPE.
7. USE ONLY PERMANENT LABELING METHODS. PENCIL, MASKING TAPE, OR
PAPER TAPED TO SURFACES ARE NOT ACCEPTABLE. HAND WRITTEN
LABELS ARE ONLY ACCEPTABLE FOR CONDUIT AND JUNCTION BOXES IN
UNFINISHED AREAS, AND MUST BE PRINTED IN A NEAT AND LEGIBLE
MANNER USING INK.
8. IN LOCATIONS EXPOSED TO SUNLIGHT, MOISTURE, OR CORROSIVE
GASES, USE ONLY LABELING PRODUCTS RATED FOR THAT ENVIRONMENT
AND GUARANTEED NOT TO FADE, DEGARADE, OR DETATCH.
9. PROVIDE ALL REQUIRED SAFETY PLACARDS CONFORMING TO NEC
STANDARDS.
EXACT LOCATIONS:
1. ELECTRICAL PLANS ARE DIAGRAMATIC EXCEPT WHERE SPECIFIC
DIMENSIONAL REQUIREMENTS ARE CALLED OUT ON PLAN. COORDINATE
EXACT PLACEMENT OF EQUIPMENT AND ROUTING OF CONDUIT.
2. COORDINATE THE EXACT LOCATIONS OF EQUIPMENT PRIOR TO ROUGH
IN OF ELECTRICAL CONNECTIONS.
3. IF DISCREPANCIES ARE FOUND IN EQUIPMENT LOCATIONS BETWEEN
ARCHITECTURAL AND ELECTRICAL PLANS, SUBMIT RFI FOR DIRECTION
BEFORE PROCEEDING.
RACEWAY AND CONDUCTORS:
1. ALL CONDUIT SIZES SHOWN ON DRAWINGS ARE MINIMUMS.
2. WHERE UNDERGROUND CONDUIT PASSES BELOW VEHICLE
TRAFFIC AREAS, USE SCHEDULE 80 PVC. SCHEDULE 40 IS
ACCEPTABLE IN OTHER UNDERGROUND AREAS.
3. WHERE EXTERIOR CONDUIT IS LOCATED BELOW 4’AFG, OR
OTHERWISE EXPOSED TO DAMAGE, USE GALVANIZED RMC OR PVC.
EXTERIOR CONDUIT NOT EXPOSED TO DAMAGE MAY BE EMT.
4. IN CORROSIVE ENVIRONMENTS, PROVIDE ALL CONDUIT WITH
CORROSION PROTECTION.
5. IN CRAWL SPACES, USE ONLY PVC, GALVANIZED RMC, OR PVC
JACKETED MC CABLE.
6. FLEXIBLE METALLIC CABLE (MC) IS ACCEPTABLE ONLY IN
CONCEALED OR UNFINISHED LOCATIONS, AND ONLY FOR CIRCUITS
20 AMPS OR LESS. MC RUNS SHALL BE NEATLY GROUPED,
SECURED, AND ROUTED PARALLEL TO BUILDING LINES WHEREVER
PRACTICAL.
7. FLEXIBLE NONMETALLIC CABLE (AKA “ROMEX”) IS NOT ACCEPTABLE
IN ANY LOCATION UNLESS EXPLICITLY ALLOWED ON DRAWING OR
RFI RESPONSE.
8. USE ONLY CONDUIT SUPPORT DEVICES RATED FOR THE SPECIFIC
APPLICATION. VERIFY THE ADEQUACY OF ALL CUSTOM SUPPORT
STRUCTURES FOR CONDUIT. DESIGN CUSTOM SUPPORT
STRUCTURES TO SUPPORT 125% OF THE ACTUAL WEIGHT OF THE
STRUCTURE AND ITS CONTENTS.
9. INCLUDE SLIP FITTINGS WHERE CONDUIT EMERGES FROM
UNDERGROUND.
BRANCH CIRCUITS AND DEVICES:
1. PROVIDE DEDICATED NEUTRAL CONDUCTORS FOR ALL CIRCUITS,
OF SAME SIZE AS PHASE CONDUCTOR(S). SHARED NEUTRALS ARE
NOT ACCEPTABLE.
2. DETERMINE THE MOST EFFICIENT GROUPING OF HOME RUNS IN
THE FIELD, AND COMPLY WITH RESULTING CONDUIT FILL AND WIRE
DERATING REQUIREMENTS.
3. GFCI OUTLETS SHALL INCLUDE INDICTOR LIGHTS THAT ILLUMINATE
WHEN TRIPPED.
4. WHERE WEATHERPROOF DEVICE COVERS ARE REQUIRED, USE
ONLY HEAVY DUTY, WHILE-IN-USE TYPE.
5. MOUNT ALL OUTDOOR RECEPTACLES WITH BOTTOM OF
ENCLOSURE AT LEAST 16”ABOVE FINISHED GRADE.
GROUNDING AND BONDING:
1. INSTALL WIRE-TYPE EQUIPMENT GROUNDING CONDUCTORS WITH
ALL FEEDERS AND ALL BRANCH CIRCUITS. CONDUIT IS NOT AN
ACCEPTABLE EQUIPMENT GROUNDING MEANS UNLESS EXPLICITLY
ALLOWED IN CONSTRUCTION DRAWINGS FOR A PARTICULAR
LOCATION.
2. IF A LIGHT POLE STRUCTURE IS SUPPLIED BY ONLY A SINGLE
BRANCH CIRCUIT, A SEPARATE GROUNDING ELECTRODE (ROD) IS
NOT REQUIRED. BOND THE EQUIPMENT GROUNDING CONDUCTOR
OF THE SUPPLY CIRCUIT TO POLE BASE REBAR AND EXPOSED
METALLIC POLE COMPONENTS. IF THE POLE STRUCTURE IS
SUPPLIED BY MULTIPLE BRANCH CIRCUITS, INSTALL AN 8 FT
GROUND ROD AT THE POLE, AND BOND IT TO POLE BASE REBAR,
EXPOSED METALLIC POLE COMPONENTS, AND EQUIPMENT
GROUNDING CONDUCTORS OF ALL SUPPLY CIRCUITS. KEEP
NEUTRALS ISOLATED IN BOTH CASES.
3. FOR ALL GROUNDING AND BONDING CONNECTIONS, USE ONLY
PRODUCTS UL LISTED FOR THE SPECIFIC APPLICATION, MATERIALS,
AND ENVIRONMENT INVOLVED.
4. BOND SERVICE ENTRANCE GROUNDING ELECTRODE SYSTEMS TO
AVAILABLE METALLIC PIPE, EXPOSED METAL STRUCTURE, REBAR,
ETC AS REQUIRED BY THE NEC.
EXISTING CONDITIONS AND DEMOLITION:
1. WHERE THE CONTRACT DOCUMENTS CALL FOR EXISTING DEVICES
OR EQUIPMENT TO BE REMOVED, REMOVE EXISTING CONDUCTORS
AND CONDUIT TO THE SOURCE PANEL, TURN OFF THE BREAKER,
AND RE-LABEL IT “SPARE.”
2. WHERE CONTRACT DOCUMENTS CALL FOR MODIFICATIONS TO
EXISTING ELECTRICAL SYSTEMS, ENSURE THAT CONTINUITY IS
MAINTAINED AND VERIFY FUNCTIONALITY OF EQUIPMENT AND
DEVICES THAT ARE TO REMAIN.
3. WHERE ITEMS TO BE DISPOSED OF CONTAIN HAZARDOUS
MATERIALS (SUCH AS FLUORESCENT TUBES AND BALLASTS
WITHOUT “NO PCB”LABELS), DISPOSE OF SUCH MATERIALS IN A
LEGAL AND RESPONSIBLE MANNER. HANDLE AND TRANSPORT
BULBS CAREFULLY SO THAT THEY ARE NOT CRUSHED.
ELECTRICAL SPECIFICATIONS
DEFINITIONS:
1. CONTRACTOR: THE ENTITY BINDED BY THE PRIME AGREEMENT WITH
THE CLIENT TO PERFORM THE TASKS INDICATED IN THE CONTRACT
DOCUMENTS. THE TERM CONTRACTOR INCLUDES AND IMPLIES ANY
RELEVANT SUB-CONTRACTOR THAT MAY BE PERFORMING THE
ACTUAL TASK UNDER THE CONTRACTOR’S DIRECTION.
2. CONTRACT DOCUMENTS: THE COMPLIMENTARY COLLECTION OF
DRAWINGS, SPECIFICATIONS, AND PROJECT MANUAL, WHICH ARE
DIRECTED TO THE CONTRACTOR, UNDER THE PRIME AGREEMENT.
3. FURNISH: TO SUPPLY, DELIVER, UNLOAD, AND INSPECT FOR DAMAGE.
4. INSTALL: TO UNPACK, ASSEMBLE, ERECT, APPLY, PLACE, FINISH,
CURE, PROTECT, CLEAN, START UP, AND MAKE READY FOR USE.
5. PROVIDE: TO FURNISH AND INSTALL.
6. SUPPLY: SAME AS FURNISH.
7. PRODUCT: MATERIAL, MACHINERY, COMPONENTS, EQUIPMENT,
FIXTURES, AND SYSTEMS FORMING THE WORK RESULT. NOT
MATERIALS OR EQUIPMENT USED FOR PREPARATION, FABRICATION,
CONVEYING, OR ERECTION AND NOT INCORPORATED INTO THE WORK
RESULT. PRODUCTS MAY BE NEW, NEVER BEFORE USED, OR RE-USED
MATERIALS OR EQUIPMENT.
8. PROJECT MANUAL: THE BOOK-SIZED VOLUME THAT INCLUDES THE
PROCUREMENT REQUIREMENTS (IF ANY), THE CONTRACTING
REQUIREMENTS, AND THE SPECIFICATIONS.
NATURE AND USE OF CONTRACT DOCUMENTS:
1. IF ANY DISCREPANCY IS FOUND WITHIN THE CONTRACT DOCUMENTS
DURING CONSTRUCTION, SUBMIT AN RFI TO THE ENGINEER FOR
DIRECTION BEFORE PROCEEDING. IF A DISCREPANCY IS FOUND
DURING BIDDING, AND THE DESIGN TEAM DOES NOT PROVIDE A
RESOLUTION BY THE FINAL ADDENDUM, BASE THE BID ON THE MORE
COSTLY INTERPRETATION. FAILING TO DO SO WILL NOT BE
CONSIDERED A VALID BASIS FOR CHANGE ORDERS DURING
CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE
CONTRACT DOCUMENTS TO ALL TRADES, AND FOR COORDINATING
BETWEEN ALL TRADES TO ENSURE PROPER INSTALLATION OF
COMPLETE AND FUNCTIONAL SYSTEMS AS SHOWN ON THE CONTRACT
DOCUMENTS.
3. THE CONTRACTOR IS RESPONSIBLE FOR ALL SCOPES OF WORK,
COMPLETENESS OF BIDS, AND PRICING EXERCISES. FURTHER,
COORDINATION AND DIVISION OF SCOPE AMONGST SUB-
CONTRACTORS IS THE RESPONSIBILITY OF THE CONTRACTOR.
4. DO NOT SCALE DRAWINGS FOR ROUGH-IN MEASUREMENTS OR USE
AS SHOP DRAWINGS. WHERE DRAWINGS ARE REQUIRED FOR THESE
PURPOSES OR HAVE TO BE MADE FROM FIELD MEASUREMENTS, TAKE
THE NECESSARY MEASUREMENTS AND PREPARE THE DRAWINGS.
5. DRAWINGS ARE DIAGRAMATIC IN NATURE AND DO NOT SHOW EVERY
SYSTEM OFFSET REQUIRED. COORDINATE WITH THE EXISTING AND
NEW STRUCTURE, ELECTRICAL, PLUMBING, FIRE PROTECTION AND
CEILING TO PROVIDE OFFSETS AS REQUIRED AND APPROPRIATE.
CODES, INSPECTIONS, AND PERMITS:
1. PERFORM ALL WORK IN ACCORDANCE WITH THE CODES,
REGULATIONS, AND LOCAL AMENDMENTS, AS CURRENTLY ADOPTED
BY THE AUTHORITY HAVING JURISDICTION (AHJ).
2. IF ANY DISCREPANCIES ARE FOUND BETWEEN CONTRACT
DOCUMENTS AND ANY APPLICABLE CODE OR LEGAL REQUIREMENT,
SUBMIT AN RFI TO ENGINEER FOR DIRECTION BEFORE PROCEEDING.
3. OBTAIN ALL PERMITS AND INSPECTIONS, AND PAY FOR ALL UTILITY
METERS AND UTILITY CONNECTIONS, REQUIRED BY THE AHJ FOR
PROJECT COMPLETION.
WARRANTY:
1. UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIAL ON ALL
WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A
PERIOD OF ONE YEAR, FOLLOWING FINAL ACCEPTANCE, EXCEPT AS
EXTENDED BY STANDARD MANUFACTURER WARRANTY AND/OR BY
REQUIRED EXTENSION STATED IN THE CONTRACT DOCUMENTS.
SUBMITTALS AND SUBSTITUTIONS:
1. MEET THE CRITERIA DESCRIBED HEREIN, PRIOR TO ENGINEER'S
REVIEW OF THE SUBMITTAL.
2. REFERENCE EQUIPMENT TAGS PROVIDED IN THE CONTRACT
DOCUMENTS.
3. CLEARLY INDICATE THE INTENDED PRODUCT TYPE, MODE, OPTIONS,
ACCESSORIES (FACTORY AND FIELD INSTALLED), AND ANY OTHER
OPTIONS OF ANY KIND.
4. INDICATE THE PLAN ISSUANCE AND DATE ON WHICH SUBMITTAL IS
BASED.
5. IF PROPOSING A SUBSTITUTION IN PLACE OF THE BASIS OF DESIGN
EQUIPMENT, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE
SPATIAL REQUIREMENTS, ACOUSTICAL, THERMAL, PHOTOMETRIC, AND
ELECTRICAL PERFORMANCE CHARACTERISTICS, AND COORDINATION
OF ALL INSTALLATION REQUIREMENTS. REVIEW AND APPROVAL BY
THE DESIGN TEAM DOES NOT ALTER OR MITIGATE THIS
RESPONSIBILITY. CLEARLY MARK SUBSTITUTIONS AS SUCH.
6. DESCRIBE ANY IMPACT TO OTHER DIVISIONS CREATED BY A
PRODUCT SUBSTITUTION ON THE SUBSTITUTION REQUEST FOR
CONSIDERATION BY THE DESIGN TEAM. PROVIDE AN ESTIMATE OF
ASSOCIATED COST IMPACT TO OTHER DIVISIONS WHERE APPLICABLE.
7. INDICATE WHERE PRODUCTS REQUIRE A PERFORMANCE DE-RATE
DUE TO ALTITUDE EFFECTS.
8. RE-SUBMITTALS MUST CONTAIN MARKUPS THAT CLEARLY DELINEATE
THE CHANGED ITEMS. ENGINEER WILL NOT RE-REVIEW THE ENTIRE
SUBMITTAL PACKAGE IN ORDER TO FIND THE CHANGES.
9. ALL DATA REQUIRED FOR REVIEW MUST BE CONTAINED IN THE FILES
PROVIDED TO THE ENGINEER. LINKS TO MANUFACTURER’S WEBSITES
WILL NOT BE ACCEPTED.
10. ROOM SCHEDULES ARE ACCEPTABLE TO INDICATE QUANTITIES.
PROJECT CLOSEOUT REQUIREMENTS:
1. COMPLETE ALL REQUIRED AHJ INSPECTIONS. MAKE COPIES OF
PERMITS AND INSPECTION REPORTS AVAILABLE.
2. PROVIDE A COMPLETE SET OF AS-BUILT PLANS AT THE COMPLETION
OF THE PROJECT WITH ALL CHANGES NOTED.
3. CONDUCT A TRAINING SESSION FOR OWNER’S DESIGNATED STAFF
FOR ALL CONTROLS SYSTEMS AND MAJOR EQUIPMENT. PRODUCE A
SIGN IN SHEET FOR THIS SESSION SHOWING ATTENDEES, DATE, LIST
OF EQUIPMENT AND SYSTEMS COVERED.
4. CLEAN JOB SITE OF ALL CONSTRUCTION DEBRIS, REPAIR ALL
DAMAGED FINISHES. REMOVE ALL EXISTING EQUIPMENT LABELS THAT
ARE NO LONGER ACCURATE, AND INSTALL NEW LABELING FOR NEW
EQUIPMENT AND SYSTEMS.
5. DELIVER EQUIPMENT MANUALS AND ANY REQUIRED SPARE PARTS TO
OWNER.
ACCESS AND CLEARANCES:
1. MAINTAIN ALL SERVICE AND ACCESS CLEARANCES REQUIRED BY
CODE OR MANUFACTURER FOR ALL EQUIPMENT.
2. PROVIDE ACCESS FOR ALL EQUIPMENT, ETC. LOCATED ABOVE NON-
ACCESSIBLE CEILINGS OR IN CONCEALED AREAS. PROVIDE
SUFFICIENT ACCESS FOR SERVICING AND MAINTENANCE.
3. UTILIZE APPROPRIATELY RATED ACCESS PANELS WHEN
PENETRATING A RATED ASSEMBLY.
PENETRATIONS AND RATED ASSEMBLIES:
1. THE ARCHITECTURAL PLANS SERVE AS THE REFERENCE FOR
LOCATIONS OF RATED WALLS, PARTITIONS, AND ASSEMBLIES.
COORDINATE ALL PENETRATIONS PRIOR TO ROUGH IN. FOR ALL
PENETRATIONS OF FIRE RATED ASSEMBLIES, UTILIZE AN ASSEMBLY UL
LISTED TO MAINTAIN THE RATING AND APPROVED BY ALL APPLICABLE
CODES.
STRUCTURAL MODIFICATIONS:
1. DO NOT DRILL, NOTCH, CUT, OR ALTER STRUCTURAL MEMBERS IN
ANY MANNER EXCEPT AS PERMITTED BY THE MATERIAL SPECIFIC
SECTIONS OF THE BUILDING CODE, MANUFACTURER’S GUIDELINES
FOR ENGINEERED PRODUCTS, OR THE RECOMMENDATION OF THE
STRUCTURAL ENGINEER OF RECORD.
EXISTING CONDITIONS AND DEMOLITION:
1. VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS
TO THE EXTENT POSSIBLE BEFORE BEGINNING WORK. IF
DISCREPANCIES ARE FOUND BETWEEN THE CONTRACT DOCUMENTS
AND ACTUAL SITE CONDITIONS, SUBMIT AN RFI TO THE ARCHITECT OR
ENGINEER FOR DIRECTION BEFORE PROCEEDING.
2. COORDINATE IN ADVANCE ALL WORK THAT AFFECTS EXISTING
SYSTEMS OR OPERATIONS (SUCH AS SHUT DOWNS, TIE-INS, OR
DEMOLITION), WITH THE BUILDING OWNER IN ADVANCE.
3. RETURN EXISTING EQUIPMENT NOTED AS TO BE REMOVED TO
OWNER IN THE SAME CONDITION AS FOUND (EXCEPT WHERE
CONTRACT DOCUMENTS CALL FOR DISPOSAL BY CONTRACTOR).
COORDINATE DELIVERY AND STORAGE LOCATION WITH CONTRACTOR.
4. COORDINATE REPAIR OF ADJACENT CONSTRUCTION AND FINISHES
DAMAGED OR EXPOSED DURING DEMOLITION WORK. MATCH EXISTING
FINISHES, AND INCLUDE PAINT ON ENTIRE WALL OR ROOM IF
REQUIRED TO MATCH COLOR.
5. X-RAY ANY SLAB PENETRATIONS PRIOR TO CORE DRILLING.
6. PRIOR TO TRENCHING OR EXCAVATION, CONTACT UTILITY
COMPANIES TO IDENTIFY UNDERGROUND UTILITIES AND LOCATE
SECONDARY SERVICE FEEDERS, UNDERGROUND BRANCH CIRCUITS,
GAS LINES, SPRINKLER LINES, ETC. ANY CUT OR DAMAGED
UNDERGROUND SYSTEMS TO BE REPAIRED OR REPLACED AT
CONTRACTOR'S EXPENSE.
7. PROVIDE MEANS OF TRACING TO ALL UNDGROUND UTILITIES OUTSIDE
THE BUILDING PERIMETER, IN COMPLIANCE WITH SUBSURFACE UTILITY
ENGINEERING REGULATIONS.
GENERAL NOTES
Title:Revision#Dwg No.
Job No.
Drawn by:
Date:
PE:QC:DateBy:Project Milestone:118 West Sixth Street, Suite 200Glenwood Springs, CO 81601970.945.1004 www.sgm-inc.comNOT FOR
CONSTRUCTION
C:\Users\ahaymes\Documents\SGM Project Copies\2020-120-PitkinCoOpenSpace 006-RedstonePark\Revit\Redstone Park_R22.rvt2/1/2022 2:59:17 PMRedstone Park RenovationRedstone, Pitkin County COBid Set2020-120.006
Author
2022-02-02
ApproverChecker
ELECTRICAL LEGEND
AND SPECIFICATIONS
E2
ELECTRICAL SHEET LIST
Sheet Number Sheet Name
E1 ELECTRICAL PLAN
E2 ELECTRICAL LEGEND AND SPECIFICATIONS
Project Proposal
Expiration Date: Mar 12, 2022
Date: February 10, 2022 Design Manager: Chase Bronson (435) 660-1766 chase@westerntimberframe.com
Prepared For:
Client: Sophie Burgess Contractor:
Phone 1: 907-287-5768 Email: sburgess@dhmdesign.com
Project Options:
Roof Size: 18x18
Footprint Size: 16x16
Structure Type: Gazebo
Project Type: Freestanding
Series: 6000 Series
Style: Traditional
Wood Type: Douglas Fir
Stain:
Beam Profile:
Knee Brace:
Promotional Payment Plan
17.99% 18 Month No Interest No Pay
Monthly
Payment $0OAC*
Apply Today
Use the following:
Dealer #: 81014540
Plan #: 3188
Call: (866) 936-0602
Or contact your designer to apply:
(435) 660-1766
Plan #3188
Type 17.99% No Interest if Paid in Full and No Payments 84 Months.
*OAC – Contact Greensky Credit for detailed terms and conditions.
Project Proposal
Expiration Date: Mar 12, 2022
Products:
Name:Description:Price:Qty:Monthly:Amount:
18x18 Gazebo - 6,000 Series 18x18 Gazebo - 6,000 Series 35310 1 855 35310
18x18 Gazebo 2 Tier - 6,000 Series 18x18 Gazebo 2 Tier - 6,000 Series 2288 1 55 2288
Subtotals:37598 N/A 910 37598
Sales Tax:
Project Total w/ Tax:37598
Notes:
Upgrade options you may be interested in…
Name:Description:Price:Qty:Monthly:Amount:
Timbervolt-Dragon Timbervolt-Dragon 1053 1 25 1053
Thank You!
Chase Bronson – Design Manager
Western Timber Frame™ ROC #317644
Expiration Date: Mar 12, 2022
RFP # 100.22
ADDENDUM # 2
Date: March 16, 2022
TO: All Proposers for the Redstone Park Improvements
This letter is to clarify the Request for Proposals for the Redstone Park Improvements recently
submitted to your company for review.
The following clarifications or changes are required.
1. Question: Are there rocks available on or off-site for use or will the awarded
contractor need to procure their own supply?
Response: Contractor will need to source rocks on their own.
2. Question: Have the proposed boulder wall repairs/adjustments been reviewed and/or
approved by an engineer?
Response: No – engineer review not necessary, but a floodplain permit will
be required for work performed in or near the riverbank.
3. Question: Are we required to keep the park open to the public with partial closures
throughout construction?
Response: Bid as though the park will be closed for the duration of the
project; with the exception of public bathrooms and bridge access being
partial closures only. If you feel that partial closures or closures only during
construction hours are possible, please include this in your approach and
include any increased costs for such closures as a separate line in your
proposed cost.
4. Question: Does the County have an established lead-time for the gazebo structure?
Response: No – Pitkin County will place the order once a contract has been
signed with the awarded proposer.
5. Question: Who is responsible for project permitting?
Response: Contractor is responsible for all required permitting.
6. Question: Are there as-built drawings or schematics of the existing irrigation
system?
Response: Yes – See attached (RFP 100.22 - Attachment C)
7. Question: Will Pitkin County provide surveying and site staking for the new gazebo
installation?
Response: No – place the gazebo as depicted in the project plans as
accurately as possible. Pitkin County will have a staff member available to
sign off on location before it is fixed in place.
8. Question: Will earthmoving/concrete work require material and/or compaction
testing from a third party?
Response: No material or compaction testing is required. Contractor will be
required to submit a listing of materials being used.
9. Question: Is it the County’s intent to relocate the existing stone tables closer to the
river?
Response: Yes, bid as though the tables will be moved. This may be adjusted
depending on difficulty to move and restrictiveness of permitting.
10. Question: Does the County have a preference or specification for rock imported for
use on the project?
Response: We have not established specifications for imports, but we would
ask that the awarded contractor be considerate in trying to match the existing
assortment of rock in terms of size, color, and type as best as possible. We do
not want to introduce stone types that are not currently on site or native to the
project area.
Thank you for reviewing this Request for Proposals and considering submitting a proposal.
If you have any further questions regarding this addendum, please contact
Procurement@PitkinCounty.com
ELK PARK CONTROLLER GROW-IN PROGRAMS
Flow Monitoring set @ 3 minute delay and 130% over/under
PROGRAM A / Rotors
Start times ; 7:00am , 11:30am , 4:00pm , 8:30pm
Start days ; Monday, Tuesday, Wednesday, Thursday, Friday
STATION # DESCRIPTION AREA TIME/MINUTES
2 FC / POND BOTTOM 0 (Off for now)
3 PC/FC POND PERIMITER 10
5 PC/FC SOUTH PARKING 10
10 PC/FC TRAIL NORTH 10
13 F/C CENTER ACTIVITY FIELD 15
14 P/C PERIMITER ACTIVITY FIELD 10
17 PC/FC GROVE EAST OF PARKING 10
20 PC/FC FIELD EAST OF PARKING 10
PROGRAM B / Pop-ups
Start times ; 8:30am , 1:00pm , 5:30pm , 10:00pm
Start days ; Monday, Tuesday, Wednesday, Thursday, Friday
4 PARKING WEST 10
6 PARKING ISLAND 10
7 PARKING NORTH 10
8 TRAIL NORTHWEST 10
12 TRAIL NORTHEAST 10
16 TRAIL CROSSING EAST 10
19 TRAIL SOUTHEAST 10
PROGRAM C / TREES
Start time ; 4:00 am
Start days : Sunday, Tuesday, Thursday ( SHOULD BE; Monday, Wednesday, Friday )
9 TREES NORTHWEST 30
15 TREES NORTHEAST 30
21 TREES SOUTHEAST ( also FUTURE TREES @ PAVILLION) 30
24 TREES PARKING ISLAND 30
Redstone and Elk Parks - 2019 Irrigation Project Notes – 5/20/19
Both Parks
- Both park’s irrigation systems run off the clock mounted to the west side of the bathroom
building. The key to the clock box is inside of a lock box mounted next to the clock. The code to
the lock box is 2430; do not give anyone outside our organization this code. The zones for both
parks are set up to run between the hours of 12am and 6am. Zones 25 - 29 are empty.
Redstone Park
- 11 zones on clock numbered 30 – 40. 30 is the furthest south and 40 is the furthest north
- The mainline, a few laterals, all solenoids, a few valves, all wire, and half the heads/nozzles were
replaced. 1 year warranty.
- For winterizing/blowouts, use quick coupler west of mainline meter valve
- This system has very high pressure. The mainline valve must be opened very slowly to prevent
hammering. High pressure/Hammering is what has caused most of the breaks and problems at
both Redstone and Elk Parks.
- Check with Redstone Water and Sanitation that there is a PRV between the water feed and the
Park irrigation system. There is manhole where the PRV should theoretically be located, but it is
full of water; can’t tell what is down there.
Elk Park
- 24 zones on clock numbered 1-24.
- Rotor zones for native areas have been turned off; just running drips in those areas now.
- For winterizing/blowouts, make sure that after blowout, all drain valves are opened to allow
system to drain. 4 were broken and leaking very badly when system was on. Always take the
as-builts when doing blowout so locations of all drain valves are known.
March 28, 2022
Pitkin County Commissioners Environmental Excavation LLC
530 E. Main Street Peter Blake
Aspen, Co 81611 PO Box1737 Carbondale CO 81623
eepeterblake@gmail.com 970-261-2981
Dear Pitkin County Board of Commissioners,
Environmental Excavation L.L.C. (E.E.) is respectfully submitting the following proposal for
Redstone Park Improvements RFP 100.22. E.E. is dedicated to helping preserve our native
western landscapes. Peter Blake has owned and operated E.E. since 2001. Peter started the
company to use his vast environmental experience along with a lighter operating footprint and
technique to solve complex land and water issues.
Sincerely, Peter Blake
2022 Redstone Park Improvements
RFP # 100.22
Date:03/28/2022
Prepared for: Pitkin County
Prepared By: Peter Blake Owner
Environmental Excavation LLC
PO Box 1737 Carbondale CO 81623
970-985-5322 / 970-261-2981
eepeterblake@gmail.com
environmentalexcavationllc.com
1
Project Scope
Pitkin County Open Space & Trails is seeking a qualified contractor to provide park improvements to
Redstone Park, in Redstone Colorado. The improvements include better access and circulation,
replacing and enlarging a gazebo to serve community events. The project will enhance grass areas
near the skating rink and improve river access.
OST has presented contractors with a detailed plan set of materials, placement, and specifications of
work to take place within the park. It will be important for the park to remain open as much as
possible during the stages of construction. Sequencing will be important so as not to cause added
noise, closures, or delays to tourist traffic.
Project Approach
Environmental Excavation L.L.C. (E.E.) will lead and oversee all construction activities required at
Redstone Park. E.E. has partnered with Aspen Carpenter Services L.L.C. (ACS) to complete the
installation of the gazebo, bracing and moving of rink shack, concrete pads, concrete path removing
and resetting picnic tables, and construction of stone beams and handrail installation. EE has been
associated with ACS and owner Elliot Marquet for 10 years, Elliot has developed a positive reputation
for quality construction services in the Roaring Fork Valley. E.E. will be onsite to support ACS in all
transport, leveling, lifting, and staging of material for the entirety of the project.
ACS will serve the project with the installation of new benches, poured concrete, electrical
subcontractor, removing and resetting playground equipment, gazebo construction, fencing
installation, dumpster enclosure, and water fountain.
The shared portions EE/ACS will be installing beam seating, removing and resetting the small shed.
Trenching for new power service.
EE will install steps to the gazebo, reset marble picnic tables, regrade lawn sections, repair
embankment, place engineered playground material, plant grasses, shrubs, trees, and lay new sod. EE
will remove Trees and shrubs, install sprinklers for new plantings, fabricate and install handrail, bike
bollards, and signage.
All equipment will have ground protection mats to protect vegetation, the leave trees will have
protective fencing. The area where construction is in progress will have additional construction
fencing and signage for public awareness. EE does not anticipate keeping the park area closed for
long periods, the goal is to obtain all the proper permits and ordered materials and complete the work
in an expedited manner.
2
Required equipment
●Excavator, 2018 JD35G with Thumb 3.5TN
●Excavator, 2020 135G with Engcon 16TN
There will be spill mats in construction equipment, and fire extinguishers on board as well. E.E's work
hours will be 8 am to 5 pm Monday thru Friday, this could change to Saturday if more hours are
needed to meet deadlines. All outside owner’s representatives are required to check in with E.E Lead,
this will be Peter Blake for the project’s entirety. If a work change is encountered, the owners'
representative and contractor shall have all changes in writing.
Project Timeline
Proposed Construction Schedule
April 4, 2022 -Notice of Award
June 1, 2022-Mobilization begin bank work
on an expedited vendor schedule, most material can be delivered on or by June 15th
the project will be phased to complete most projects and work from bank to boulevard,
without rework, and keeping the park accessible during the tourist months.
July 15, 2022, completion date for the majority of the work.
Aug 1,-2022 for final inspection and subcontractor verification payment.
Method of Compensation
EE would request three payments, this particular project requires material to be paid in full
before an order is placed. E.E. has divided the material out as best as possible, It would require
this amount upfront in order to have supplied material delivered for the estimated start date
(See Spread Sheet: Cost Estimate).
The Second Payment will be due by the 2nd working week after the start date, this would be
for half of the labor portion (See Spread Sheet: Labor Cost).
The third and final payment would be submitted at project finalization, this would include the
last half of the labor portion and any add/delete items from the completed project.
3
: Note, at the time of proposal vendors are experiencing extreme price fluctuations on
material/fuel and related supply chain issues. E.E. has quoted this project with all available
information at hand; however in the current economic time, if prices or availability change, it shall not
reflect on E.E.'s ability to complete within the stated price and time frame.
Environmental Excavation shall provide a one-year warranty on all work performed.
E.E has received and read all the Addendums
STATEMENT OF QUALIFICATIONS
Team Experience
Environmental Excavation has significant experience designing and constructing river, riparian, and
wetland restoration projects in Colorado, including construction, fabrication and similar landscape
projects located on the West Slope. EE has a group of professionals that will collectively advise
completing all tasks for this project, in a safe, fastidious manner. Environmental Excavation’s owner
Peter Blake will serve as the principal for this project, bonding, insurance, and main supervision.
Eliott Marquet, Aspen Carpentry Service (ACS) has served the local client base with general
carpentry services, outdoor landscape, irrigation installation, and concrete work installation.
ACS has begun the process for the general contractor licensure for Pitkin County and will have (it) all
on file before the project begins.
4
Qualifications (Environmental Excavation
Peter Blake
Owner: Environmental Excavation LLC
Environmental Excavation LLC (EE) was established in 2001 by Peter and
Alexandra Blake. Environmental Excavation is a full-service land management
company that has served many client bases over the years, including government,
state, and private entities.Environmental Excavation has the combined experience,
energy, and equipment to complete any water-related project in a safe, professional
manner. Peter Blake has 20+ years of experience with river and stream bank
improvements, in-stream diversions, large-scale water impoundments, HDPE
fabrication & repair, construction site grading, planting, and all phases of
reclamation. Peter has combined his passion for specialized equipment and the challenges of
operating and creating naturalized improvements in both upland and wetland environments. EE has an
outstanding reputation for completing both large & small projects with the help of professional
operators and a new fleet of equipment. The EE team has years of experience working on steep slopes
and the complexities of having equipment in sensitive areas. Peter Blake is present on all projects, this
aids in the project’s overall successes and personal accountability that all projects are moving in a
forward direction.
5
Completed Projects (Environmental Excavation
Crystal Basin Holdings L.L.C.
The newly planted Kiosk At the Coal Basin Bike Ranch Fall 2021. The area was naturalized and
planted with B&B stock, transplants from our private ranch. The understory was planted with an
approved Pitkin County grass blend, Wildflowers chosen for pollinator species, 30% wildflower blend
was supplemented with hand-collected seed from onsite native flowers.
Gore Creek, Sundial Condominiums, Vail, CO.
Cut/remove 400CY of soil and bluegrass sod to create an increased floodplain. The bank area was
replanted with rush/sedge and riparian grasses, the property management has been instructed not to
mow near the project area or apply fertilizers and pesticides, this will ensure that benthic species
thrive and therefore provide a healthy stream corridor.
6
Private Ranch
Ranch requested four 40’ x12’ run-in sheds be removed and reclad with Corten steel, and reinstalled
in all-new locations. The four structures were placed on a level compacted gravel dust pad designed
for horses. Electricity and water were added once the structures were properly anchored.
Missouri Heights, CO
7
EE References
Mountain Meadow Ditch Company (NRCS Project)
Mr. Scott Strang
Strang Ranch 434-238-5400
Mr. Felix Tonare
Milagro Ranch Carbondale, Co 970-379-4446
Tornare@sopris.net
Crystal Basin Holdings L.L.C.
Trina Ortega or Claire Bastable
970-274-1861
tortega@catenafoundation.com
Stone Creek Bank Stabilization (Eagle/Vail metro golf course)
Wright Water Engineers Mr. Scott Shrieber PE
423-943-7500
Eagle/Vail parks manager Brent Barnum
970-688-0818
Sundial Condominium/Gore Creek, Vail Co (Restore the Gore)
Town of Vail Mr. Pete Wadden
970-479-2144
List of Subcontractors & Vendors
United Companies Carbondale: Gravel
Pioneer Material, Material Hauling
Granite Seed Co Denver: Seed & erosion control material
Triton Environmental Denver: Coco Flex-ET Mulch, erosion control material
Srang Ranch Sod Farm
R&B Electric
Aspen Carpenter Services L.L.C.
Eagle Crest Nursery
GJ pipe
8
Sealed Proposal
Redstone Park Improvements
RFP100.22. March 28, 2022
Prepared by: Peter Blake Owner
Environmental Excavation LLC PO Box1737 Carbondale, Co 81623 Phone: 970-261-2981
Email: eepeterblake@gmail.com
Web: environmentalexcavationllc.com
Redstone Park Material Estimate
Item #Description #Unit Cost Total
1
Park improvement material
sourced from Lyons sandstone
Quote # 20460 Total 55,674.00$ 55,674.00$
2 Shrubs and trees sourced from Total 2,513.74$ 2,513.74$
3 4 picnic tables 4 bench Total 27,010 29,971.00$
4 Elkay bottle fill station Total 8196 8,196.00$
5 2 trash recepticals Total 4,200 4,200.00$
6 Landscape timbers 8x8, Total 14,000 14,000.00$
7 Play ground Mulch engineered 19.5 3,705 4,987.00$
8 3/4 Rd BASE 50CY, delivered 2,550 2,956.00$
9 Steel Hand Rail,1.25 replicate, Total 2,500 2,500.00$
10 Electrical Package, for new Total $25,000 25,000.00$
11 Split Rail Fence 200 rails, Total 5,700 6,391.00$
12 Composite Edger Ewing/ stakes Total 2,850 2,850.00$
13 Sod 14,000SF Strang Ranch 11,871 11,871.00$
14 Misc soil, fert, seed, 140 n miri Total 4,200 4,200.00$
15 3/4 washed rock Total $750 750.00$
16 Concrete, pads for benches and Total 1,500 1,500.00$
17 Bike Bollards 4 total Total 1,000 1,000.00$
18 Park signage Total 1,200 1,200.00$
19 Irrigation Design/Build Total 11,450 11,450.00$
20 Concrete, for sheds and side Total 8,500 8,500.00$
199,709.74$
Redstone Park Labor Estimate
Item #Description Price ACS Price EE Total
1 Mobilization & Demobilization 3,500.00$ 21,000.00$ 24,500.00$
2 tree & plant protection $4,000 $4,000
3 Limited tree and shrub removal 2,800 2,800
4 Earth moving to lift Marble 3,500 3,500
5 Earth moving to level lawn and $4,500 $4,500
6 Grading for ADA to bridge $1,800 $1,800 $3,600.00
7 level north park area, rink and $1,500 $3,500 $5,000.00
8 Installation of boulder steps 5,500 $5,500.00
9 Remove Replace cedar split 12,000 $12,000.00
10 Replacement ,Finsh of three 8,400 1,500 $9,900.00
11 class 6 gravel replacement& $2,000 $2,000 $4,000.00
12 Redstone beam installation 3,500 8,500 $12,000.00
13 Remove and reinstall $3,500 $3,500 $7,000.00
14 Installation of Gazebo/Trash 14,000 2,000 $16,000.00
15 Design/build irrigation 15,000 $15,000.00
16 Sod/Seed/Tree and shrub 9,500 9,500 $19,000.00
17 Soil Preparation 2,500 2,500 $5,000.00
18 Project Management 6,500 $6,500.00
19 Park signage 500 250 $750.00
20 bike bollards 1,200 300 $1,500.00
21 Permits and admin 12500 $12,500.00
63,900.00$ 110,650.00$ 174,550.00$
Total Project Cost
374,259.74$
Redstone Park Material Estimate
Item #Description #Uniit Cost Total
1
Park improvement material sourced from
Lyons sandstone Quote # 20460 Total $59,534.00 59,534.00$
2
Shrubs and trees sourced from Eagle Crest
Nursery Quote # ASSIGN Total $2,513.74 2,513.74$
3
4 picnic tables 4 bench standard 3 benchs
backless Total $27,010.00 29,971.00$
4 Elkay bottle fill station Total $8,196.00 8,196.00$
5 2 trash recepticals Total $4,200.00 4,200.00$
6
Landscape timbers 8x8, Treated 6x6 for edging
and parking stop, Timber lok,Galv spikes Total $25,185.00 25,185.00$
7 Play ground Mulch engineered 190CY 19.5 $3,705.00 4,987.00$
8 3/4 Rd BASE 50CY, delivered $2,550.00 2,956.00$
9
Steel Hand Rail,1.25 replicate, steel rail in
place near bridge Total $2,500.00 2,500.00$
10 Electrical Package, for new panel w/install Total $25,000.00 25,000.00$
11 Split Rail Fence 200 rails, 100Posts $19 & $19 Total $5,700.00 6,391.00$
12 Composite Edger Ewing/ stakes Total $2,850.00 2,850.00$
13 Sod 14,000SF Strang Ranch .55+ handling $11,871.00 11,871.00$
14 Misc soil, fert, seed, 140 n Mirfi Total $4,200.00 4,200.00$
15 3/4 washed rock Total $750.00 750.00$
16 Concrete, pads for benches and marble Total $1,500.00 1,500.00$
17 Bike Bollards 4 total Total $1,000.00 1,000.00$
18 Park signage Total $1,200.00 1,200.00$
19 Irrigation Design/Build Total $11,450.00 11,450.00$
20 Gazebo Slab/forms/rebar/subbase prep $7,500.00 7,500.00$
21 Boulder $4,400.00 4,400.00$
22 Trash enclosure material $5,200.00 5,200.00$
23 Concrete, for sheds and side walk Total $8,500.00 8,500.00$
231,854.74$
Redstone Park Labor Estimate
Item #Description Price ACS Price EE total
1 Mobilization & Demobilization $3,500.00 $21,000.00 24,500.00$
2 tree & plant protection $4,000.00 $4,000.00
3 Limited tree and shrub removal $2,800.00 $2,800.00
4 Earth moving to lift Marble table and reset $3,500.00 $3,500.00
5 Earth moving to level lawn and event area $4,500.00 $4,500.00
6 Grading for ADA to bridge 8x8,6x6 play ground $3,500.00 $3,500.00 $7,000.00
7 level north park area, rink and turf $1,500.00 $3,500.00 $5,000.00
8 Installation of boulder steps $5,500.00 $5,500.00
9 Remove Replace cedar split Rail Fence $12,000.00 $12,000.00
10 Replacement ,Finsh of three concrete flatwork $8,400.00 $1,500.00 $9,900.00
11 class 6 gravel replacement& timber wheel $2,000.00 $2,000.00 $4,000.00
12 Redstone beam installation $3,500.00 $8,500.00 $12,000.00
13 Remove and reinstall playground equipment $3,500.00 $3,500.00 $7,000.00
14 Installation of Gazebo/Trash enclousure w $14,000.00 $2,000.00 $16,000.00
15 Design/build irrigation installation $15,000.00 $15,000.00
16 Sod/Seed/Tree and shrub Planting& placing $5,000.00 $14,000.00 $19,000.00
17 Soil Preparation $2,500.00 $2,500.00 $5,000.00
18 Project Management $6,500.00 $6,500.00
19 Park signage $500.00 $250.00 $750.00
20 bike bollards $1,200.00 $300.00 $1,500.00
21 Gazebo slab layout labor finishing $7,500.00 $7,500.00
22 Streambank Rock import/placement $5,650.00 $5,650.00
23 Permits and admin $14,000.00 $14,000.00
$61,100.00 131,500.00$ 192,600.00$
Total Project Cost
424,454.74$
markup
2,185.86$ 15%
327.88$
Certificate Of Completion
Envelope Id: 71E82FEB2EEA4237B6F7133BBB0C908F Status: Completed
Subject: Environmental Excavation | Pitkin County Contract 100.22 R.1 for Review and Signature
Source Envelope:
Document Pages: 98 Signatures: 6 Envelope Originator:
Certificate Pages: 6 Initials: 0 Pitkin County Procurement
AutoNav: Enabled
EnvelopeId Stamping: Disabled
Time Zone: (UTC-07:00) Mountain Time (US & Canada)
530 East Main Street
Suite 203
Aspen, CO 81611
Procurement@PitkinCounty.com
IP Address: 65.38.144.66
Record Tracking
Status: Original
5/20/2022 11:33:48 AM
Holder: Pitkin County Procurement
Procurement@PitkinCounty.com
Location: DocuSign
Signer Events Signature Timestamp
Ted O'Brien
ted.obrien@pitkincounty.com
Resource and Trails Manager
Security Level: Email, Account Authentication
(None)Signature Adoption: Uploaded Signature Image
Signed by link sent to ted.obrien@pitkincounty.com
Using IP Address: 174.29.93.212
Sent: 5/20/2022 11:39:24 AM
Viewed: 5/20/2022 11:53:11 AM
Signed: 5/20/2022 11:53:49 AM
Electronic Record and Signature Disclosure:
Accepted: 5/20/2022 11:53:11 AM
ID: 0c5508c8-b260-426f-9c12-c9b648674f27
Company Name: Pitkin County, Colorado
Phylis Mattice
Phylis.Mattice@PitkinCounty.com
Deputy County Manager
Security Level: Email, Account Authentication
(None)Signature Adoption: Pre-selected Style
Signed by link sent to
Phylis.Mattice@PitkinCounty.com
Using IP Address: 184.166.35.179
Sent: 5/20/2022 11:53:56 AM
Viewed: 5/27/2022 9:46:19 AM
Signed: 5/27/2022 9:46:43 AM
Electronic Record and Signature Disclosure:
Accepted: 5/27/2022 9:47:19 AM
ID: 09a72b09-c9fb-4a83-8935-8920ed8293f8
Company Name: Pitkin County, Colorado
Peter Blake
eepeterblake@gmail.com
Owner
Environmental Excavation LL
Security Level: Email, Account Authentication
(None)
Signature Adoption: Drawn on Device
Signed by link sent to eepeterblake@gmail.com
Using IP Address: 216.237.78.185
Sent: 5/20/2022 11:53:57 AM
Viewed: 5/25/2022 12:25:26 PM
Signed: 5/27/2022 7:03:11 AM
Electronic Record and Signature Disclosure:
Accepted: 5/25/2022 12:25:26 PM
ID: b24aad56-07dc-4959-aa48-4911c87a672c
Company Name: Pitkin County, Colorado
Signer Events Signature Timestamp
Rich Englehart
rich.englehart@pitkincounty.com
Deputy County Manager
Pitkin County
Signing Group: County Manager Group
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Signed by link sent to
rich.englehart@pitkincounty.com
Using IP Address: 73.34.180.169
Sent: 5/27/2022 9:46:50 AM
Viewed: 5/27/2022 11:13:53 AM
Signed: 5/27/2022 11:14:31 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
In Person Signer Events Signature Timestamp
Editor Delivery Events Status Timestamp
Agent Delivery Events Status Timestamp
Intermediary Delivery Events Status Timestamp
Certified Delivery Events Status Timestamp
Carly Klein
carly.klein@pitkincounty.com
Security Level: Email, Account Authentication
(None)Using IP Address: 73.34.181.184
Sent: 5/20/2022 11:37:12 AM
Viewed: 5/20/2022 11:39:24 AM
Electronic Record and Signature Disclosure:
Accepted: 5/20/2022 11:39:24 AM
ID: ef94ce2b-dc9a-47aa-a46a-38b8a46c0b06
Company Name: Pitkin County, Colorado
Carbon Copy Events Status Timestamp
Pitkin County Procurement
procurement@pitkincounty.com
Procurement Manager
Pitkin County
Security Level: Email, Account Authentication
(None)
Sent: 5/27/2022 11:14:39 AM
Resent: 5/27/2022 11:14:49 AM
Viewed: 5/27/2022 11:26:50 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Accounts Payable
AP@pitkincounty.com
Accounts Payable
Pitkin County
Security Level: Email, Account Authentication
(None)
Sent: 5/27/2022 11:14:40 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Kim Arensdorf
kim.arensdorf@pitkincounty.com
Administrative Specialist
Security Level: Email, Account Authentication
(None)
Sent: 5/27/2022 11:14:41 AM
Electronic Record and Signature Disclosure:
Accepted: 12/15/2021 11:10:46 AM
ID: 9ae44e6d-4db3-4e13-ad61-3cd162cdf888
Company Name: Pitkin County, Colorado
Witness Events Signature Timestamp
Notary Events Signature Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted 5/20/2022 11:37:12 AM
Certified Delivered Security Checked 5/27/2022 11:13:53 AM
Signing Complete Security Checked 5/27/2022 11:14:31 AM
Completed Security Checked 5/27/2022 11:14:41 AM
Payment Events Status Timestamps
Electronic Record and Signature Disclosure
ELECTRONIC RECORD AND SIGNATURE DISCLOSURE
From time to time, Pitkin County (we, us or Pitkin County) may be required by law to provide
you with certain written notices or disclosures. Described below are the terms and conditions for
providing to you such notices and disclosures electronically when we send you documents for
electronic signature.
Acknowledging your Access, Intent, and Consent to Receive and Sign Materials
Electronically
To confirm that you can access this information electronically, which will be similar to other
electronic notices and disclosures that we will provide to you, please verify that you were able to
read this electronic disclosure and that you also were able to print on paper or electronically save
this page for your future reference and access or that you were able to e-mail this disclosure and
consent to an address where you will be able to print on paper or save it for your future reference
and access. Further, if you consent to receive notices and disclosures exclusively in electronic
format on the terms and conditions described above, please let us know by clicking the 'I agree'
button below.
By checking the 'I Agree' box, I confirm that:
I am establishing my intent to be bound to the transaction, and indicating that I am fully
aware of the purpose for which the signature is being provided.
I can access and read this Electronic CONSENT TO ELECTRONIC RECEIPT OF
ELECTRONIC RECORD AND SIGNATURE DISCLOSURES document; and
I can print on paper the disclosure or save or send the disclosure to a place where I can
print it, for future reference and access; and
Until or unless I notify Pitkin County as described above, I consent to receive from
exclusively through electronic means all notices, disclosures, authorizations,
acknowledgments, and other documents that are required to be provided or made
available to me by Pitkin County during the course of my relationship with you.
Signing Documents without a Pitkin County DocuSign Account:
Pitkin County may not require all document signers to be authorized users of the Pitkin County
DocuSign Account. Please read the information below carefully and thoroughly, and if you can
access this information electronically to your satisfaction and agree to these terms and
conditions, please confirm your agreement by clicking the 'I agree' button at the bottom of this
document. When you don't have a DocuSign account, you will be provided the opportunity to
agree to the Legal Disclosure each time you open an "envelope" for signing, at this time, you can
download and retain this disclosure. Pitkin County will forward completed documents that
you've reviewed, processed or signed via email. Should you require copies of these signed
documents (e.g., if they get deleted from your email account) you should request those
documents from Pitkin County under the Colorado Open Records Act by contacting the Pitkin
County custodian who sent you the document for signature.
Signing Documents with a Pitkin County DocuSign Account:
Electronic Record and Signature Disclosure created on: 3/20/2020 3:28:13 PM
Parties agreed to: Ted O'Brien, Phylis Mattice, Peter Blake, Carly Klein, Kim Arensdorf
Please read the information below carefully and thoroughly, and if you can access this
information electronically to your satisfaction and agree to these terms and conditions, please
confirm your agreement by clicking the 'I agree' button at the bottom of this document.
Getting paper or electronic copies
At any time, you may request from us a paper or electronic copy of any record provided or made
available electronically to you by us. For such copies, as long as you are an authorized user of
the DocuSign system you will have the ability to download and print any documents we send to
you through your DocuSign user account for a limited period of time (usually 30 days) after such
documents are first sent to you. After such time, if you wish for us to send you paper or
electronic copies of any such documents from our office to you, you may be charged a per-page
fee. You may request delivery of such paper or electronic copies from us by following the
procedure described below.
Withdrawing your consent
If you are an authorized DocuSign Account holder, you can decide to receive notices and
disclosures from us electronically, you may at any time change your mind and tell us that
thereafter you want to receive required notices and disclosures only in paper format. Described
below is the process for informing us of your decision to receive future notices and disclosure in
paper format and also how to withdraw your consent to receive notices and disclosures
electronically.
Consequences of changing your mind
If you elect to receive required notices and disclosures only in paper format, it will slow the
speed at which we can complete certain steps in transactions with you and delivering services to
you because we will need first to send the required notices or disclosures to you in paper format,
and then wait until we receive back from you your acknowledgment of your receipt of such
paper notices or disclosures. To indicate to us that you are changing your mind, you must
withdraw your consent using the DocuSign 'Withdraw Consent' form on the signing page of your
DocuSign account. This will indicate to us that you have withdrawn your consent to receive
required notices and disclosures electronically from us and you will no longer be able to use your
DocuSign user account to receive required notices and consents electronically from us or to sign
electronically documents from us.
All notices and disclosures will be sent to you electronically
Unless you tell us otherwise in accordance with the procedures described herein, we will provide
electronically to you through your DocuSign user account all required notices, disclosures,
authorizations, acknowledgments, and other documents that are required to be provided or made
available to you during the course of our relationship with you. To reduce the chance of you
inadvertently not receiving any notice or disclosure, we prefer to provide all of the required
notices and disclosures to you by the same method and to the same address that you have given
us. Thus, you can receive all the disclosures and notices electronically or in paper format through
the paper mail delivery system. If you do not agree with this process, please let us know as
described below. Please also see the paragraph immediately above that describes the
consequences of your electing not to receive delivery of the notices and disclosures
electronically from us.
How to contact Pitkin County:
You may contact us to let us know of your changes as to how we may contact you electronically,
to request paper copies of certain information from us, and to withdraw your prior consent to
receive notices and disclosures electronically as follows:
To contact us by email send messages to Helpdesk@provelocity.com
To advise Pitkin County of your new e-mail address
To let us know of a change in your e-mail address where we should send notices and disclosures
electronically to you, you must send an email message to us at Helpdesk@provelocity.com and
in the body of such request you must state: your previous e-mail address, your new e-mail
address .
In addition, you must notify DocuSign, Inc to arrange for your new email address to be reflected
in your DocuSign account by following the process for changing e-mail in DocuSign.
To request paper or electronic copies from Pitkin County
To request delivery from us of paper or electronic copies of the notices and disclosures
previously provided by us to you electronically, you should request those documents from Pitkin
County under the Colorado Open Records Act by contacting the Pitkin County custodian who
sent you the document for signature.
To withdraw your consent with Pitkin County
To inform us that you no longer want to receive future notices and disclosures in electronic
format you may:
i. decline to sign a document from within your DocuSign account, and on the subsequent
page, select the check-box indicating you wish to withdraw your consent, or you may;
ii. send us an e-mail to Helpdesk@provelocity.com and in the body of such a request, you
must state your e-mail, full name, Postal Address, telephone number, and account
number.