HomeMy WebLinkAboutbocc.con.232.228/30/2021 CDD
Contract Information
Contract Number
Project Name
Contractor
Budget Line Item 12332150.571500.10146
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 Lisa MacDonald County Representative
Phone (970) 920-5191
Provide a brief description of the Contract or Change Order:
Contract Value Summary:
$ 582,710.00
$ -
$ -
$ 582,710.00
232.22
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
Yes - 5%
Fisherman's Park Boat Ramp & In-Channel Improvements
Diggin' It River Works, Inc.
$ 582,710.00
Additional Budget Line
Item(s)
(Please fully allocate New Contract Total)
$ -
$ -
$ -
$ 582,710.00
Sole Source
Construction
8/1/2022
12/31/2022
New Contract
Attorney
Construction Contract for boat ramp, park, and in-channel improvements at Fisherman's Park.
Original Contract Amount
Previous Change Order/Amendment Amount
This Change order/Amendment amount
Contract Total
Rev 2018-10-10 btf
Note: Every effort should be made to obtain a written contract when otherwise required under County procedures. When a contract is obtained, complete the Clerk’s check list and send the original signed contract
with coversheet to clerk’s office for archiving. 1
PITKIN COUNTY
SOLE SOURCE PROCUREMENT
JUSTIFICATION REQUEST
TO: Jon Peacock, County Manager
DATE: August 1, 2022
FROM: Lisa MacDonald Healthy Rivers Program Administrator
Proposed Contractor: Diggin It River Works, Inc.
Product/Service: Fisherman's Park Improvements Healthy Rivers Whitewater Park
Estimate expenditure for the above Product/Service: $ 582,710.00
This form is required, and is to aid you, in documenting your Sole Source request. Complete all portions of this form. This purchase is clearly and legitimately limited to a Single or Sole Source. (Examples: original
manufacturer, no regional distributor, standardization etc):
Explain:
The second phase of the Healthy Rivers Whitewater Park includes bank work, installation of a restroom,
seating, boat ramp improvements and boardwalk installation as part of the major work pieces. Parts of
this project are related to a $350,000 Great Outdoors Colorado grant Pitkin County received that expires at
the end of this year. After engineer estimates were calculated and higher than originally estimated,
discussions occurred with the team and river board on how to obtain additional funding. Healthy rivers
received additional funding approval via the BOCC from the County's park dedication fees and additional
healthy rivers funds. Healthy Rivers also had a line item related to park improvements and it was
determined to use those funds for the work. We currently have a contract with Diggin It River Works,
Inc. for park improvements and modifications at the park and it was determined pieces of this work could
be included in the current contract as some of the work is in-river and they were the original park
contractors having expert knowledge of the area, river flows, boulder placement, ramp work etc. The
remaining project such as the gabion benches, soil nail walls, restrooms and emergency access were put
out to bid in June with approximately 7 contractors attending the pre-bid meeting. Unforunately we
received no bids. Diggin It River Works is available and able to perform the necessary "boat ramp/fish
park" phase of the improvements and boardwalk installation. After discussions with the Procurement
department, it was determined to put the fish park phase of the project under a new contract rather than the
Rev 2018-10-10 btf
Note: Every effort should be made to obtain a written contract when otherwise required under County procedures. When a contract is obtained, complete the Clerk’s check list and send the original signed contract
with coversheet to clerk’s office for archiving. 2
original. Diggin It River Works will already be mobilized at the site for planned maintenance at the
waves, thus reducing the costs for mobilization, dewatering and staging. Floodplain permits have been
applied for. Continued collaboration with the Town of Basalt is on-going. Signage and social media
blasts will be on-going once work begins. A pre-construction meeting is anticipated for August 4th. Low
river flows typically reduce river use at this time of year. There is a required timeline of in-channel work
as well due to fish spawning per CPW.
The undersigned requests that Pitkin County waive other procurement requirements and recognize this
transaction as a sole source exception to the Pitkin County Procurement Code. Department Head Section Head
!#COUNTY REPRESENTATIVE#! Date !#SECTION LEADER#! Date
County Manager
Reason for Denial: ______________________________________________
!#COUNTY MANAGER SOLE#! Date
Cty Atty
Aug-11-2022 Aug-11-2022
John Ely John Ely
Cty Atty
Aug-12-2022
Rich Englehart
Deputy County Manager
Contract # 232.22 Rev. 2018-10-10 btf Budget Line Item # 12332150.571500.10146
1
PITKIN COUNTY CONSTRUCTION CONTRACT
THIS CONTRACT, made August 10, 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 Diggin' It River Works, Inc., P.O. Box 1249, Basalt, CO 81621 (hereinafter called
the “Contractor”) to perform the following work: Fisherman's Park Boat Ramp and In-Channel
Improvements (“Project”).
I. Term of Contract: The term of this Contract is from August 1, 2022 to December 31, 2022.
At the expiration of the initial term, the contract may be extended for an additional term of
one (1) year by the express written consent of both parties.
II. Scope of Work and Work Schedule:
A. Scope of Work: Contractor shall provide the river bank modification, bathroom
installation, park seating, boat ramp improvements and boardwalk installation work
described in the attached Contractor Project Approach (“Attachment A”),
Contractor Bid Tab (“Attachment B”), and SGM, Inc. Construction Drawings
(“Attachment C”).
B. All work performed under this Contract shall be done according to the following
work schedule: Contractor’s work schedule will conform to the schedule included
in Attachment A. Any modifications to the work schedule will be approved in
advance by the Project Lead.
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 Five Hundred Eighty-Two Thousand
Seven Hundred Ten dollars and No cents ($582,710.00) 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.
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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
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.
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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
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.
Contract # 232.22 Rev. 2018-10-10 btf Budget Line Item # 12332150.571500.10146
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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
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
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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
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
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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
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.
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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)
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.
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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
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
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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)
• 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
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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
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.
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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,
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 $ 270,355.00
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
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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
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.
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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.
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.
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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
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
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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
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
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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.
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,
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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. 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
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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 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
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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 October 31, 2022. Liquidated damages of No dollars and No 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
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
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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. 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
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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, 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
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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. 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
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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 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: Lisa MacDonald 530 E. Main Street, Suite 301
Aspen, CO 81611
Email: Lisa.Macdonald@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: Diggin' It River Works, Inc. P.O. Box 1249 Basalt, CO 81621
Phone: (970) 306-2288
Email: brian.barackman@yahoo.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
Contract # 232.22 Rev. 2018-10-10 btf Budget Line Item # 12332150.571500.10146
24
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. 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
Contract # 232.22 Rev. 2018-10-10 btf Budget Line Item # 12332150.571500.10146
25
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
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 # 232.22 Rev. 2018-10-10 btf Budget Line Item # 12332150.571500.10146
26
IN WITNESS WHEREOF, the parties have executed this Contract as of the date first set out herein above. DIGGIN' IT RIVER WORKS, INC. ________________________________________________ !#VENDOR SIGNATURE#! Date
PITKIN COUNTY, COLORADO RECOMMENDED FOR APPROVAL:
_________________________________________________ !#DEPARTMENT REPRESENTATIVE#! Date
SECTION APPROVAL: ________________________________________________ !#SECTION LEADER#! Date
MANAGER APPROVAL:
________________________________________________ !#COUNTY MANAGER#! Date
Lisa MacDonald
Paralegal
Aug-11-2022
Aug-11-2022
Cty Atty
John Ely
President
Aug-11-2022
Brian Barackman
Rich Englehart
Deputy County Manager
Aug-12-2022
PO Box 1249 Basalt, CO 81621
970-306-2288
Diggin It River Works, Inc.
PITKIN COUNTY HEALTHY RIVERS
FISHERMAN’S PARK BOAT RAMP and IN-CHANNEL IMPROVEMENTS
PROJECT APPROACH
Diggin It River Works Inc.’s project approach for the Fisherman’s Park Boat Ramp Improvements Project
includes a safe and efficient work site for our employees and subcontractors, provide a steady flow of progress
and work together as a team to accomplish the finest quality craftsmanship in the industry. We take pride in
our work and strive provide the best working experience for the entire team!!
Please note the information herein is confidential and is 100% part of the working plan and cannot be shared
without approval from Diggin It River Works Inc.
With over 30 years of experience in General Contracting, we have put together a team of local expert
contractors which Includes:
Diggin It River Works Inc. – General Contracting-Excavation-Glenwood Springs, CO
TJ Concrete- All concrete footers and flatwork – Carbondale, CO
Spores Engineering- Surveying-Glenwood Springs, CO
Peak Tree Service – Tree removal Service-Basalt, CO
Kumar and Associates- Materials Testing-Glenwood Springs, CO
A-1 Traffic Control- Silt, CO
Diggin It will have weekly site safety meetings with employees and any necessary subcontractors Monday
mornings discussing the week’s work schedule, address any challenges of working in the river and reviewing
spill plan and safety practices while working with heavy equipment.
The project begins by mobilizing to Fisherman’s Park, cleaning the machines with river friendly
environmentally safe products. Create a temporary construction yard with fencing, signage, job trailers and
heavy equipment. Establish traffic and pedestrian control on Two Rivers Road, grade in gravel material over
the topsoil and install a tracking pad.
We will have a site preconstruction meeting on August 4th to kick off the project, discussing the schedule,
inspections and logistics of the project.
Attachment A
PO Box 1249 Basalt, CO 81621
970-306-2288
Aug 4 th – Aug 5th
Pre-Construction meeting with entire team.
Installation of informational signs for river users at all boat ramps up and down river of Fisherman’s Park
informing the public that Fisherman’s Park boat ramp is closed.
Fence off and close the boat ramp.
Install erosion control measures and BMP’s and maintain throughout the project.
Tree removal on the boat ramp and the boardwalk area.
Aug 8th – 12th
Build ramp to the boardwalk area in order carry the board walk sections to the start location of the boardwalk.
Excavation and install new road base on the shoulder of Two Rivers Road
Estimated of boardwalk. Unload two flat beds semi-trucks and stage at Fisherman’s Park parking lot.
Aug 15th-20th
Walk equipment down to the kayak park to do work on the Whitewater Park
Work on the Kayak Park and prep dewatering for the wave block concrete cutting
Aug 22nd-26th
Cut river left wave block
Apply sika on the wave block
Remove turbidity curtains and oil booms
Walk excavator back to the boat ramp
Install turbidity curtains and oil booms at Fisherman’s Park
Excavate for boulders along bank and bottom of boat ramp
Haul off extra material from boat ramp
Install granite boulders for footer boulders
Build boardwalk from the boat ramp towards the whitewater park
Remove logs and grub from the boardwalk area
Aug 29th - Sept 2nd
Begin build and installation of boardwalk
Continued boulder wall work with yellow sandstone along bank and basalt rock at base of the boat ramp.
PO Box 1249 Basalt, CO 81621
970-306-2288
Continue dewatering the wave block for sika curing time
Sept 6th – 10th
Complete all in-channel river work
Continued boardwalk wor
Excavate the boat ramp and haul off excess materials
Remove dewatering for the wave block
Sept 12th – 17th
Install road base on boat ramp and compact
Concrete subcontractor start concrete prep forming and rebar
Continue building the boardwalk
Sept 19th -23rd
Complete boardwalk
Complete concrete prep
Pour concrete
Protect concrete with barricades
Sept 26th -30th
Remove temporary access ramp to the boardwalk
Build steps and crusher fines access path to boardwalk
Begin grading around sides of concrete once cured
October 3rd -7th
Finish grade around boat ramp concrete
Finish the stone steps and crusher fines trail to boardwalk
Oct 10th-14th
Punch list Items
Cleanup project site area
Remove alluvium and restore Fisherman’s Park temporary staging yard
Oct- 17th -21st
Demobilize, cleanup, final seeding and hydro-mulch at Fisherman’s Park
PROJECT: Healthy Rivers Whitewater Park Project - Fisherman's Park Improvements rev 2
LOCATION: Roaring Fork River, Pitkin County, CO
Construction Bid
Line Description Quantity Unit Unit Cost Total Cost
Site Preparation
1 Mobilization/Demobilization/Bonding/Insurance 1 LS 100,000.00$ 100,000.00$
2 Traffic Control 1 LS 15,000.00$ 15,000.00$
3 Construction Survey / Stakeout 1 LS 25,000.00$ 25,000.00$
4 Boat ramp area only Protect In Place (PIP)1 LS 2,000.00$ 2,000.00$
5 Construction Staging, Access and Repair 1 LS 6,000.00$ 6,000.00$
6 Erosion Control and General BMPs - Furnish, Install, and Manage 1 LS 6,000.00$ 6,000.00$
7 Care of Water - Furnish, Install, and Manage 1 LS 6,000.00$ 6,000.00$
Sub Total:160,000.00$
Boat Ramp and Boat Rig Area
8 Remove Tree Stump 1 EA 400.00$ 400.00$
9 Remove and Stockpile Existing Boulder 3 TON 250.00$ 750.00$
10 Remove Existing Gravel 14 CY 65.00$ 910.00$
11 Haul and Disposal of Alluvial Material Offsite 173 CY 70.00$ 12,110.00$
12 General Excavation and Stockpiling 237 CY 110.00$ 26,070.00$
13 Alluvial Backfill 68 CY 110.00$ 7,480.00$
14 Reinforced Concrete 34 CY 1,700.00$ 57,800.00$
15 Furnish and Install Aggregate Base Course (Class 6)17 CY 350.00$ 5,950.00$
16 Furnish and Install Aggregate Base Course (Class 2)17 CY 350.00$ 5,950.00$
17 Furnish Boulder 101 TON 300.00$ 30,300.00$
18 Install Boulder 104 TON 300.00$ 31,200.00$
19 8 oz Non-Woven Filter Fabric 282 SY 20.00$ 5,640.00$
20 Anchor Bolts 6 EA 250.00$ 1,500.00$
21 Erosion Control Blanket 30 SY 100.00$ 3,000.00$
22 Furnish and Install Topsoil 5 CY 180.00$ 900.00$
23 Type 2 Seed Mix (Upland)0.01 ACRE 100,000.00$ 1,000.00$
Sub Total:190,960.00$
Line Description Quantity Unit Unit Cost Total Cost
Boardwalk and Landscape (by Bluegreen)
27 Tree Removal and Disposal 1 LS
45,000.00$ 45,000.00$
29 Boulder Steps (Complete In Place)75 LF
300.00$ 22,500.00$
30 Crusher Fines 3 CY 1,000.00$ 3,000.00$
31 Pitkin County paid for Boardwalk and Delivery 1 LS 226,000.00$ -$
32 Install Boardwalk 750 LF 195.00$ 146,250.00$
Sub Total:216,750.00$
Staging Area (by SGM)
33 Remove and Reset Sign 1 EA 3,000.00$ 3,000.00$
34 Relocate Site Amenities 2 LS 2,000.00$ 4,000.00$
35 Remove Existing Gravel 10 CY 500.00$ 5,000.00$
36 Furnish and Install Aggregate Base Course (Class 6)10 CY 300.00$ 3,000.00$
Sub Total:15,000.00$
$582,710.00
IN-CHANNEL IMPROVEMENTS
UPLAND IMPROVEMENTS
BID TOTAL
Healthy Rivers Whitewater Park - Fisherman's Park Improvements Project
Bid Schedule page 1 of 1
Attachment B
Project Engineer
Vicinity Map
Owner/ApplicantScope of Work
1)New trail and raised boardwalk along Roaring Fork River, including new walls and
bathroom/changing area. Restriping of Two River Rd. and parking improvements for trail
access.
2) New trailer parking along Two Rivers Rd and new boat ramp.
118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
Project Site
Healthy Rivers White Water Park
Pitkin County, CO
Title:
Cover Sheet
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Pitkin County Healthy Rivers & Streams
Construction Documents
July 2022
530 E Main Street, Suite 301
Aspen, CO 81611
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Sheet List
Sheet Number Sheet Title
C1 Cover Sheet
C2 Legends and Abbreviations
C3 General Notes
C4 Existing Conditions
C5 Overall Demolition & Removals Plan
C6 Site Plan
C7 Erosion Control Plan
C8 Erosion Control Details
C9 Signage & Striping Plan
C10 Trail Parking Area Grading & Utility Plan
C11 Boat Ramp Area Layout & Jointing Plan
C12 Trail Plan & Profile
C13 Board Walk Plan & Profile
C14 Layout & Horizontal Control
C15 Site & Utility Details
C16 Boat Ramp Details
S1 General Notes
S2 Ground Nail Plan & Profile
S3 Ground Nail Details
Boat Ramp Plan Sheets (By River Restoration)
Chris Lehrman, P.E. 42729
R01 - EC03
Landscape Plan Sheets (Bluegreen)L000 - L807
Sheri Sanzone, AICP, ASLA, PLA, LeedAP
Principal
sheri@bluegreenaspen.com
Samuel Baucum, ASLA, PLA
Project Manager
samuel@bluegreenaspen.com
07.22.2022
Attachment C
Title:
Legends and
Abbreviations
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07.22.2022
Title:
General Notes
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•
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07.22.2022
HC
EDGE OF WATER
(AUGUST AND SEPTEMBER, 2018)
5"x1
0
'
4.6"
x
8
'4.2"
x
8
'
6"x1
2
'
11.5
"
x
2
2
'
5.2"
x
1
0
'
9.8"
x
1
9
'
4.3"
x
8
'
2-7"
x
1
4
'
11.2
"
x
2
2
'
17.4
"
x
3
5
'
8.8"
x
1
7
'
4"x8
'
8.7"
x
1
8
'
10.5
"
x
2
1
'
9.2"x
1
8
'
9.8"
x
2
0
'
5.9"
x
1
2
'
16.7
"
x
3
2
'
11.4
"
x
2
2
'
14.5
"
x
2
9
'
6.7"
x
1
4
'
4.5"
x
9
'
5.8"
x
1
2
'
9.5"
x
1
9
'
PITKIN COUNTY
ARBANEY RANCH
RIVER PARCEL
REC. #624077
FOUND
#
6
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FOUND #5 REBAR
AND 1.25" CAP
L.S. #16129
SEWER MANHOLE
RIM = 6632.25'
IN (S) 6622.89'
IN (E) 6622.92'
OUT (N) 6622.50'
FENCE
SEWER MANHOLE
RIM = 6629.28'
IN 6618.32'
OUT 6618.27'
EDGE OF
ASPHALT
LINE OF BLUEGREEN
FLAGGINGTOP OF 4"
PERFORATED PIPE
50.0' WIDE UTILITY, DRAINAGE,
IRRIGATION AND PEDESTRIAN EASEMENT
REC. #377096
CONCRETE SIDEWALK
TWO RIVERS ROAD (ASPHALT SURFACE)
ROCK WALLS (TYP)
GRAVEL DRIVE
ROCK WALLS (TYP)
VILLAS AT ELK RUN
REC. #377096
PARCEL 4
PARCEL 6
PARCEL 8
PARCEL 9
RIVERVIEW PLAZA
CONDO ASSOC
REC. #395605
PITKIN COUNTY
ARBANEY RANCH
RIVER PARCEL
REC. #624077
TOWN OF BASALT
LOT K, BASALT COMMERCIAL PARK
REC. #479455
FISHERMAN'S EASEMENT
REC. #409224
TELEPHONE
PEDESTAL
(TYP)
LINE OF BLUEGREEN
FLAGGING
RIVER MILE 26
MARKER
PEDESTRIAN
CROSSING SIGN
BASALT POLICE
DEPARTMENT SIGN
PEDESTRIAN
CROSSING SIGNSTOP SIGN
TOP 24" CMP
ELEV=6619.94'
NO PARKING
ANYTIME SIGN
EDGE OF WATER
(MAY 2019)
TV PEDESTAL
(CATV AND FO)
DRIPLINE OF
VEGETATION
(TYP)
DRIPLINE OF
VEGETATION
(TYP)
DRIPLINE OF
VEGETATION
(TYP)
HEALTHY RIVERS
SIGN
AS-BUILT
CONCRETE ENCASEMENT
45 BEND
TOP PIPE=6626.5'
45 BEND
TOP PIPE=6627.3'
10" WATER MAIN
TOP PIPE=6627.2'10" WATER MAIN
TOP PIPE=6628.6'
EDGE OF ASPHALT (TYP)WHITE STRIPE (TYP)
YELLOW STRIPE (TYP)
ROCK WALL
APPARENT GAP
IN DEED/PLAT DESCRIPTIONS
(CHAIN OF TITLE)
4.6"
x
8
'
4.2"
x
8
'
6.2"
x
1
2
'
4.6"
x
9
'
11.3
"
x
2
2
'
6.4"
x
1
2
'
7.3"
x
1
4
'
4.9"
x
9
'7.1"
x
1
4
'
5.6"
x
1
1
'
16.7
"
x
3
4
'
7.3"
x
1
4
'
9"x
1
8
'
7.9"
x
1
6
'
8.8"
x
1
7
'
5.2"
x
1
0
'
9.8"
x
1
9
'
6.3"
x
1
2
'
5.6"
x
1
1
'
5"x
1
0
'
4"x8
'
7.3"
x
1
4
'
4.2"
x
8
'
5.3"
x
1
0
'
8.2"
x
1
6
'
14.2
"
x
2
8
'
11"x
2
2
'
5.9"
x
1
2
'
8.5"
x
1
6
'
8.4"
x
1
6
'
4.8"
x
9
'
8.7"
x
1
7
'
8"x
1
6
'
4.4"
x
8
'
15.7
"
x
3
1
'
8.5
"
x
1
6
'
4.1"
x
8
'
5.3"
x
1
0
'
12.1
"
x
2
4
'
7.4"
x
1
4
'
4.5"
x
8
'
4.2"x
8
'
10.5
"
x
2
1
'
9.2"
x
1
8
'
9.8"
x
2
0
'
5.9"
x
1
2
'
5.3"
x
1
0
'
4.7"
x
9
'
10.7
"
x
2
1
'
8.4"
x
1
6
'
10.4
"
x
2
0
'
4.3"
x
8
'
4.3"
x
8
'
5.9"x
1
1
'
4.3"
x
8
'
4.3"
x
8
'
8.3"
x
1
6
'
9.2"x
1
8
'
7.2"x
1
4
'
12.8
"
x
2
6
'
14.5
"
x
2
9
'
11.7
"
x
2
3
'
4.5"
x
9
'
5.8"
x
1
2
'
9.5"
x
1
9
'
4.7"
x
9
'
4.3"x
8
'
4.3"
x
8
'
4.3"
x
8
'
8.6"
x
1
7
'
10.6
"
x
2
1
'
6.3"
x
1
2
'
9.7"
x
1
9
'
4"x8
'
9.5"
x
1
9
'
5.9"
x
1
1
'
4"x8
'
4"x8
'
8"x1
6
'
4.7"
x
1
0
'
4.5"x
9
'
5.6"
x
1
1
'
7.2"
x
1
4
'
7.4"
x
1
4
'
14.5
"
x
2
8
'
4.2"x
8
'
8.7"
x
1
7
'
15.5
"
x
3
0
'
8.3"
x
1
6
'
4 TR
D
4
.
8
6.6"
x
1
2
'
4.8"
x
8
'
3.7"
x
6
'
4.7"
x
8
'
4.2"x
8
'
3.2"
x
6
'
4"x8
'
2"x4
'
6.3"
x
1
2
'
FOUND PK NAIL
AND SHINER
L.S. #16129
#5 REBAR AND
1.25" CAP
L.S. #16129
FOUND #5 REBAR
AND 1.25" CAP
L.S. #19598
FOUND #5 REBAR
AND 1.25" CAP
L.S. ILLEGIBLE
ROCK WALL
EDGE OF ASPHALT
(TYP)
LINE OF BLUEGREEN FLAGGING
FLOWLINE
DRAINAGE
35.0' WIDE
GAS EASEMENT
BK 195 PG 425
(CENTERED OVER
EXISTING GAS MAIN)
PROJECT BENCHMARK
FOUND #5 REBAR AND 1.25" CAP (TYP)
L.S. #16129
ELEVATION (NGVD29) = 6616.97'
GRA
V
E
L
B
O
A
T
R
A
M
P
RIVERVIEW PLAZA
CONDO ASSOC
REC. #395605
PTIKIN COUNTY
PARCEL A
MEYER SUBDIVISION EXEMPTION
REC. #362597
MEYER RANCH LLC
REC. #502027
48" CMP
TOP PIPE = 6632.14'
FL PIPE = 6626.02'
TOP PIPE = 6634.37'
FL PIPE = 6630.33'
SEWER MANHOLE
RIM = 6634.53'
IN 6625.67'
OUT 6625.62'
SEWER MANHOLE
RIM = 6635.10'
IN 6626.29'
OUT 6626.20'
SEWER MANHOLE
RIM ELEVATION = 6634.98'
IN 6627.42'
OUT 6627.22'
SEWER MANHOLE
RIM ELEV=6636.07'
IN 6629.42'
OUT 6629.26'
REFLECTORSPEDESTRIAN
CROSSING SIGN
WATER MANHOLE
RIM = 6635.16'
TOP PIPE = 6633.60'
FL PIPE = 6632.10'
24" CMP
TOP PIPE = 6634.40'
FL PIPE = 6632.90'
NO MOTOR
VEHICLES
SIGN
TRAIL
REGULATIONS
SIGN
STOP AHEAD
SIGN
STOP SIGN
STOP SIGN
PEDESTRIAN
CROSSING SIGN
BASALT POLICE
DEPARTMENT SIGN
UTILITY VAULT
MAIL BOXES
COLORADO
TREE RANCH
SIGN
25MPH SIGN
BASALT POLICE
DEPARTMENT SIGN
STOP
SIGNTRAILER ONLY
PARKING SIGN
TRAILER ONLY
PARKING SIGN
EDGE OF ROCK PILE
DRIPLINE OF
VEGETATION
(TYP)
WATER VALVE
TOP PIPE=6631.4'
10" WATER MAIN
TOP PIPE=6628.6'
10" WATER MAIN
TOP PIPE=6628.8'
10" WATER MAIN
TOP PIPE=6629.2'
10" WATER MAIN
TOP PIPE=6630.6'
10" WATER MAIN
TOP PIPE=6630.7'
WATER VALVE
TOP PIPE 6631.4'
EDGE OF ASPHALT (TYP)
WHITE STRIPE (TYP)
POSSIBLE TOWN OF BASALT WATER CONNECTION
WATER SERVICE TO KITTLE PARCELS
1 1/2" GALVANIZED PIPE (SIZE NOT VERIFIED)
LOCATION NOT FIELD VERIFIED
RIO GRANDE TRAIL CONNECTOR
Title:
Existing
Conditions
Re
v
i
s
i
o
n
#
Dwg No.
He
a
l
t
h
y
R
i
v
e
r
s
Wh
i
t
e
W
a
t
e
r
P
a
r
k
Pi
t
k
i
n
C
o
u
n
t
y
,
C
O
Job No.
Drawn by:
Date:
File:
PE:QC:
2019-119.006
TL
07.20.2022
CL
BWP- Existing Conditions
XX
11
8
W
e
s
t
S
i
x
t
h
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
Gl
e
n
w
o
o
d
S
p
r
i
n
g
s
,
C
O
8
1
6
0
1
97
0
.
9
4
5
.
1
0
0
4
w
w
w
.
s
g
m
-
i
n
c
.
c
o
m
Da
t
e
By
:
Co
n
s
t
r
u
c
t
i
o
n
D
o
c
u
m
e
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s
Pr
o
j
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c
t
M
i
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s
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e
:
C4
19Of :
Graphic Scale
In Feet: 1" = 30'
0 15 30 60
07.22.2022
TWO RIVERS RD.
ROARING FORK RIVER
HC
EDGE OF WATER
(AUGUST AND SEPTEMBER, 2018)
5"x1
0
'
4.6"
x
8
'
6"x1
2
'
11.5
"
x
2
2
'
4.3"
x
8
'
2-7"
x
1
4
'
11.2
"
x
2
2
'
17.4
"
x
3
5
'
8.8"
x
1
7
'
4"x8
'
8.7"
x
1
8
'
10.5
"
x
2
1
'
9.2"
x
1
8
'
16.7
"
x
3
2
'
11.4
"
x
2
2
'
14.5
"
x
2
9
'
6.7"
x
1
4
'
4.5"x
9
'
ROARING FORK
R
I
V
E
R
TWO RIVERS RD.
ROARING FORK RIVER
BO
A
T
R
A
M
P
4.6"
x
8
'4.2"
x
8
'
6.2"
x
1
2
'
4.6"
x
9
'
11.3
"
x
2
2
'
6.4"x
1
2
'
7.3"
x
1
4
'
4.9"
x
9
'
7.1"
x
1
4
'
5.6"
x
1
1
'
16.7
"
x
3
4
'
7.3"
x
1
4
'
9"x1
8
'
7.9"
x
1
6
'
8.8"
x
1
7
'
5.2"
x
1
0
'
9.8"
x
1
9
'
6.3"
x
1
2
'
5.6"
x
1
1
'
5"x1
0
'
4"x
8
'
7.3"
x
1
4
'
4.2"
x
8
'
5.3"
x
1
0
'
8.2"
x
1
6
'
14.2
"
x
2
8
'
11"x
2
2
'
5.9"
x
1
2
'
8.5"
x
1
6
'
8.4"
x
1
6
'
4.8"
x
9
'
8.7"
x
1
7
'
8"x1
6
'
4.4"
x
8
'
15.7
"
x
3
1
'
8.5
"
x
1
6
'
4.1"
x
8
'
5.3"
x
1
0
'
12.1
"
x
2
4
'
7.4"
x
1
4
'
4.5"
x
8
'
4.2"
x
8
'
10.5
"
x
2
1
'
9.2"
x
1
8
'
9.8"
x
2
0
'
5.9"
x
1
2
'
5.3"
x
1
0
'
4.7"
x
9
'
10.7
"
x
2
1
'
8.4"
x
1
6
'
10.4
"
x
2
0
'
4.3"
x
8
'
4.3"x
8
'
5.9"
x
1
1
'
4.3"
x
8
'
4.3"
x
8
'
8.3"
x
1
6
'
9.2"
x
1
8
'
7.2"
x
1
4
'
12.8
"
x
2
6
'
14.5
"
x
2
9
'
11.7
"
x
2
3
'
4.5"
x
9
'
5.8"
x
1
2
'
9.5"
x
1
9
'
4.7"
x
9
'
4.3"
x
8
'
4.3"
x
8
'
4.3"
x
8
'
8.6"
x
1
7
'
10.6
"
x
2
1
'
6.3"
x
1
2
'
9.7"
x
1
9
'
4"x8
'
9.5"
x
1
9
'
5.9"
x
1
1
'
4"x
8
'
4"x8
'
8"x
1
6
'
4.7"
x
1
0
'
4.5"
x
9
'
5.6"
x
1
1
'
7.2"
x
1
4
'
7.4"
x
1
4
'
14.5
"
x
2
8
'
4.2"
x
8
'
8.7"
x
1
7
'
15.5
"
x
3
0
'
8.3"
x
1
6
'
4 TR
D
4
.
8
6.6"x
1
2
'
4.8"
x
8
'
3.7"
x
6
'
4.7"
x
8
'
4.2"
x
8
'
3.2"
x
6
'
4"x8
'
2"x4
'
6.3"
x
1
2
'
Title:
Overall Demolition
& Removals Plan
Re
v
i
s
i
o
n
#
Dwg No.
He
a
l
t
h
y
R
i
v
e
r
s
Wh
i
t
e
W
a
t
e
r
P
a
r
k
Pi
t
k
i
n
C
o
u
n
t
y
,
C
O
Job No.
Drawn by:
Date:
File:
PE:QC:
2019-119.006
TBS
07.20.2022
CL
BWP-Removals
_
11
8
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s
t
S
i
x
t
h
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
Gl
e
n
w
o
o
d
S
p
r
i
n
g
s
,
C
O
8
1
6
0
1
97
0
.
9
4
5
.
1
0
0
4
w
w
w
.
s
g
m
-
i
n
c
.
c
o
m
Da
t
e
By
:
Co
n
s
t
r
u
c
t
i
o
n
D
o
c
u
m
e
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t
s
Pr
o
j
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c
t
M
i
l
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s
t
o
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e
:
C5
19Of :
Graphic Scale
In Feet: 1" = 30'
0 15 30 60
07.22.2022
EDGE OF WATER
(AUGUST AND SEPTEMBER, 2018)
ROARING FORK
R
I
V
E
R
TWO RIVERS RD.
TWO RIVERS RD.
ROARING FORK RIVER
Title:
Site Plan
Re
v
i
s
i
o
n
#
Dwg No.
He
a
l
t
h
y
R
i
v
e
r
s
Wh
i
t
e
W
a
t
e
r
P
a
r
k
Pi
t
k
i
n
C
o
u
n
t
y
,
C
O
Job No.
Drawn by:
Date:
File:
PE:QC:
2019-119.006
TBS
07.20.2022
CL
BWP-SitePlan
-
11
8
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e
s
t
S
i
x
t
h
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
Gl
e
n
w
o
o
d
S
p
r
i
n
g
s
,
C
O
8
1
6
0
1
97
0
.
9
4
5
.
1
0
0
4
w
w
w
.
s
g
m
-
i
n
c
.
c
o
m
Da
t
e
By
:
Co
n
s
t
r
u
c
t
i
o
n
D
o
c
u
m
e
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s
Pr
o
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c
t
M
i
l
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e
:
C6
19Of :
Graphic Scale
In Feet: 1" = 30'
0 15 30 60
07.22.2022
EDGE OF WATER
(AUGUST AND SEPTEMBER, 2018)
4.3
"
x
8
'
5"x
1
0
'
6.7
"
x
1
2
'
11.
7
"
x
2
2
'
21.
5
"
x
3
5
'
7.5
"
x
1
2
'
7.7
"
x
1
5
'
4.3
"
x
8
'
6.2
"
x
1
2
'
5"x
1
0
'
6.2
"
x
1
2
'
6.7
"
x
1
2
'
16.
6
"
x
3
0
'
7.7
"
x
1
5
'
6.5
"
x
1
2
'
6.7
"
x
1
2
'
4.7
"
x
8
'
6.7
"
x
1
2
'
10.
3
"
x
2
0
'
5.1
"
x
1
0
'
6.2
"
x
1
2
'
6.2
"
x
1
2
'
16.
6
"
x
3
0
'
8.9
"
x
1
0
'
6.5
"
x
1
2
'
6.7
"
x
1
2
'
11.
7
"
x
2
2
'
4.7
"
x
8
'
6.7
"
x
1
2
'
10.
3
"
x
2
0
'
5.1
"
x
1
0
'
21.
5
"
x
3
5
'
7.5
"
x
1
2
'
8.9
"
x
1
0
'
ROARING FORK
R
I
V
E
R
TWO RIVERS RD.
16.
2
"
x
2
5
'
6.2
"
x
8
'
12.
5
"
x
2
4
'
TWO RIVERS RD.
ROARING FORK RIVER Title:
Erosion Control
Plan
Re
v
i
s
i
o
n
#
Dwg No.
He
a
l
t
h
y
R
i
v
e
r
s
Wh
i
t
e
W
a
t
e
r
P
a
r
k
Pi
t
k
i
n
C
o
u
n
t
y
,
C
O
Job No.
Drawn by:
Date:
File:
PE:QC:
2019-119.006
TBS
07.20.2022
CL
BWP-ErosCtrl
_
11
8
W
e
s
t
S
i
x
t
h
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
Gl
e
n
w
o
o
d
S
p
r
i
n
g
s
,
C
O
8
1
6
0
1
97
0
.
9
4
5
.
1
0
0
4
w
w
w
.
s
g
m
-
i
n
c
.
c
o
m
Da
t
e
By
:
Co
n
s
t
r
u
c
t
i
o
n
D
o
c
u
m
e
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t
s
Pr
o
j
e
c
t
M
i
l
e
s
t
o
n
e
:
C7
19Of :
Graphic Scale
In Feet: 1" = 30'
0 15 30 60
07.22.2022
Dwg No.
He
a
l
t
h
y
R
i
v
e
r
s
Wh
i
t
e
W
a
t
e
r
P
a
r
k
Pi
t
k
i
n
C
o
u
n
t
y
,
C
O
Job No.
Drawn by:
Date:
File:
PE:QC:
2019-119.006
TBS
07.20.2022
CL
BWP-ErosCtrl
_
11
8
W
e
s
t
S
i
x
t
h
S
t
r
e
e
t
,
S
u
i
t
e
2
0
0
Gl
e
n
w
o
o
d
S
p
r
i
n
g
s
,
C
O
8
1
6
0
1
97
0
.
9
4
5
.
1
0
0
4
w
w
w
.
s
g
m
-
i
n
c
.
c
o
m
Da
t
e
By
:
Co
n
s
t
r
u
c
t
i
o
n
D
o
c
u
m
e
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Pr
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C8
19Of :
Title:
Erosion Control
Details
Re
v
i
s
i
o
n
#
SCALE: 1" = 1'-0"
STRAW WATTLE INSTALLATION DETAIL
FLOW
12" MIN.2"-3"
SW
GROUND
TRENCH
STRAW WATTLE
APPROX. 90° TO
EACH OTHER
WOOD STAKE
EROSION CONTROL NOTES:
1.GEOTEXTILE SHALL BE ATTACHED TO WOOD POSTS
WITH THREE OR MORE STAPLES PER POST.
2.STAPLES SHALL BE 1/2"
3.WOOD POST SHALL BE 1 1/2" x 1 1/2" NOMINAL.
4.REFER TO CDOT M-208-1
FOLD GEOTEXTILE AROUND EACH POST ONE
FULL TURN. SECURE GEOTEXTILE TO POST
WITH THREE STAPLES MINIMUM.
POSTS SHALL BE TIGHTLY ABUTTED WITH NO
GAPS TO PREVENT POTENTIAL
FLOW-THROUGH OF SEDIMENT AT JOINT.
FLOW
FL
O
W
GEOTEXTILE SHALL BE FOLDED AROUND
TWO POSTS ONE FULL TURN. SECURE
GEOTEXTILE TO POST WITH THREE
STAPLES MINIMUM.
GEOTEXTILE
STAPLED TO POST
GEOTEXTILE
ANCHORED ON
TRENCH
COMPACTED
BACKFILL
POSTS (TYP.)GEOTEXTILETRENCH 6" x 6"
24" MIN.
10' MAX.
18" MIN.
42" MIN.
24" MIN.
POST BPOST A
GEOTEXTILE B
GEOTEXTILE A
GEOTEXTILE - 12"
BURIED IN TRENCH
& FIRMLY
ATTACHED TO POST
6" x 6" TRENCH
PLAN VIEW END SECTION DETAIL
SEDIMENT FENCE DETAIL
SCALE: 1/2" = 1'-0"
PLAN VIEW JOINING SECTION DETAIL
SF
CONSTRUCTION FENCE INSTALLATION NOTES
1.SEE PLAN VIEW FOR:
LOCATION OF CONSTRUCTION FENCE.
2.CONSTRUCTION FENCE SHOWN SHALL BE INSTALLED PRIOR TO ANY
LAND DISTURBING ACTIVITIES.
3.CONSTRUCTION FENCE SHALL BE COMPOSED OF ORANGE.
CONTRACTOR-GRADE MATERIAL THAT IS AT LEAST 4' HIGH. METAL
POSTS SHOULD HAVE A PLASTIC CAP FOR SAFETY.
4.STUDDED STEEL TEE POSTS SHALL BE UTILIZED TO SUPPORT THE
CONSTRUCTION FENCE MAXIMUM SPACING FOR STEEL TEE POSTS
SHALL BE 10'.
5.CONSTRUCTION FENCE SHALL BE SECURELY FASTENED TO THE
TOP, MIDDLE, AND BOTTOM OF EACH POST.
CONSTRUCTION FENCE MAINTENANCE NOTES
1.INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN
EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs
SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON
AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A
STORM THAT CAUSES SURFACE EROSION, AND PERFORM
NECESSARY MAINTENANCE.
2.FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY
TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION .
INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE
DOCUMENTED THOROUGHLY.
3.WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE
INITIATED UPON DISCOVERY OF THE FAILURE.
4.CONSTRUCTION FENCE SHALL BE REPAIRED OR REPLACED WHEN
THERE ARE SIGNS OF DAMAGE SUCH AS RIPS OR SAGS.
CONSTRUCTION FENCE IS TO REMAIN IN PLACE UNTIL THE
UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY
THE LOCAL JURISDICTION.
5.WHEN CONSTRUCTION FENCES ARE REMOVED, ALL DISTURBED
AREAS ASSOCIATED WITH THE INSTALLATION, MAINTENANCE,
AND/OR REMOVAL OF THE FENCE SHALL BE COVERED WITH
TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS
APPROVED BY LOCAL JURISDICTION.
STUDDED STEEL
TEE POST
ORANGE RESINET
CONSTRUCTION FENCE OR
APPROVED EQUAL
10' MAX.
SPACING
5' MIN.
1' MIN.
EXISTING
GRADE
STUDDED STEEL
TEE POST
CFCONSTRUCTION FENCE DETAIL
SCALE: 1/4" = 1'-0"
4'
07.22.2022
HC
EDGE OF WATER
(AUGUST AND SEPTEMBER, 2018)ROARING FORK
R
I
V
E
R
TWO RIVERS RD.
Title:
Signage &
Striping Plan
Re
v
i
s
i
o
n
#
Dwg No.
He
a
l
t
h
y
R
i
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Wh
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W
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Pi
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C
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Job No.
Drawn by:
Date:
File:
PE:QC:
2019-119.006
TBS
07.20.2022
CL
BWP-SignStriping
_
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0
0
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o
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1
6
0
1
97
0
.
9
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5
.
1
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4
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Da
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By
:
Co
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:
C9
19Of :
Graphic Scale
In Feet: 1" = 30'
0 15 30 60
07.22.2022
4.3
"
x
8
'
7.7
"
x
1
5
'
4.3
"
x
8
'
7.7
"
x
1
5
'
6.5
"
x
1
2
'
6.5
"
x
1
2
'
ROARING FORK
R
I
V
E
R
TWO RIVERS RD
.
Title:
Trail Parking Area
Grading & Utility Plan
Re
v
i
s
i
o
n
#
Dwg No.
He
a
l
t
h
y
R
i
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r
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Wh
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Pi
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C
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Job No.
Drawn by:
Date:
File:
PE:QC:
2019-119.006
TBS
07.20.2022
CL
BWP-ParkingGrading
_
11
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0
0
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o
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,
C
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1
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1
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0
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9
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1
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4
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By
:
Co
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C10
19Of :
Graphic Scale
In Feet: 1" = 10'
0 5 10 20
07.22.2022
6.2
"
x
8
'
12
.
5
"
x
2
4
'
TWO RIVERS RD.
Title:
Boat Ramp Area
Layout & Jointing
Plan
Re
v
i
s
i
o
n
#
Dwg No.
He
a
l
t
h
y
R
i
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r
s
Wh
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W
a
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P
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Pi
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C
o
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t
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,
C
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Job No.
Drawn by:
Date:
File:
PE:QC:
2019-119.006
TBS
07.20.2022
CL
BWP-BoatRamp
_
11
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,
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2
0
0
Gl
e
n
w
o
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S
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r
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g
s
,
C
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8
1
6
0
1
97
0
.
9
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5
.
1
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0
4
w
w
w
.
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c
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By
:
Co
n
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D
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C11
19Of :
Graphic Scale
In Feet: 1" = 10'
0 5 10 20
07.22.2022
EDGE OF WATER
(AUGUST AND SEPTEMBER, 2018)
4.3
"
x
8
'
4.3
"
x
8
'
ROARING FORK RIVER
TWO RIVERS RD.TWO RIVERS RD.
Title:
Trail Plan & Profile
Re
v
i
s
i
o
n
#
Dwg No.
He
a
l
t
h
y
R
i
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Pi
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C
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,
C
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Job No.
Drawn by:
Date:
File:
PE:QC:
2019-119.006
TBS
07.20.2022
CL
BWP-SWP&P
-
11
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2
0
0
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o
o
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r
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s
,
C
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8
1
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0
1
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0
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9
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1
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0
4
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w
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By
:
Co
n
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c
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D
o
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:
C12
19Of :
Graphic Scale
In Feet: 1" = 20'
0 10 20 40
07.22.2022
EDGE OF WATER
(AUGUST AND SEPTEMBER, 2018)
6.2
"
x
8
'
7.5
"
x
1
2
'
8.9
"
x
1
0
'
7.5
"
x
1
2
'
8.9
"
x
1
0
'
RO
A
R
I
N
G
F
O
R
K
R
I
V
E
R
TWO RIVERS RD.
Title:
Board Walk
Plan & Profile
Re
v
i
s
i
o
n
#
Dwg No.
He
a
l
t
h
y
R
i
v
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r
s
Wh
i
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Pi
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C
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Job No.
Drawn by:
Date:
File:
PE:QC:
2019-119.006
TBS
07.20.2022
CL
BWP-BoardWalk
XX
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o
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By
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19Of :
Graphic Scale
In Feet: 1" = 30'
0 15 30 60
07.22.2022
EDGE OF WATER
(AUGUST AND SEPTEMBER, 2018)
5"x1
0
'
6"x1
2
'
11.5
"
x
2
2
'
4.3"
x
8
'
2-7"
x
1
4
'
11.2
"
x
2
2
'
17.4
"
x
3
5
'
8.8"
x
1
7
'
4"x8
'
8.7"
x
1
8
'
16.7
"
x
3
2
'
11.4
"
x
2
2
'
14.5
"
x
2
9
'
6.7"
x
1
4
'
ROARING FORK
R
I
V
E
R
TWO RIVERS RD.
5"x1
0
'
4.6"
x
8
'4.2"
x
8
'
6.2"
x
1
2
'
4.6"
x
9
'
11.3
"
x
2
2
'
6.4"
x
1
2
'
7.3"
x
1
4
'
4.9"
x
9
'
7.1"
x
1
4
'
5.6"
x
1
1
'
16.7
"
x
3
4
'
6"x1
2
'
7.3"
x
1
4
'
9"x1
8
'
7.9"
x
1
6
'
8.8"
x
1
7
'
5.2"
x
1
0
'
9.8"
x
1
9
'
6.3"
x
1
2
'
5.6"
x
1
1
'
5"x
1
0
'
4"x8
'
7.3"
x
1
4
'
4.2"
x
8
'
5.3"
x
1
0
'
8.2"
x
1
6
'
14.2
"
x
2
8
'
11"x
2
2
'
4"x8
'
8.7"
x
1
8
'
5.9"
x
1
2
'
8.5"
x
1
6
'
8.4"
x
1
6
'
4.8"
x
9
'
8.7"
x
1
7
'
8"x
1
6
'
4.4"
x
8
'
15.7
"
x
3
1
'
4.1"
x
8
'4.5"
x
8
'
10.5
"
x
2
1
'
9.2"
x
1
8
'
9.8"
x
2
0
'
5.9"
x
1
2
'
5.3"x
1
0
'
4.7"
x
9
'
10.7
"
x
2
1
'
8.4"
x
1
6
'
10.4
"
x
2
0
'
4.3"
x
8
'
4.3"
x
8
'
5.9"
x
1
1
'
4.3"x
8
'
4.3"
x
8
'
8.3"
x
1
6
'
9.2"
x
1
8
'
7.2"
x
1
4
'
12.8
"
x
2
6
'
14.5
"
x
2
9
'
6.7"
x
1
4
'
4.5"
x
9
'
5.8"
x
1
2
'
9.5"
x
1
9
'
4.7"
x
9
'
4.3"x
8
'
4.3"x
8
'
4.3"
x
8
'
8.6"x
1
7
'
10.6
"
x
2
1
'
6.3"
x
1
2
'
9.7"
x
1
9
'
4"x8
'
9.5"
x
1
9
'
5.9"x
1
1
'
4"x8
'
4"x
8
'
8"x1
6
'
4.7"
x
1
0
'
4.5"
x
9
'
5.6"
x
1
1
'
7.2"
x
1
4
'
7.4"
x
1
4
'
14.5
"
x
2
8
'
4.2"
x
8
'
8.7"
x
1
7
'
15.5
"
x
3
0
'
8.3"
x
1
6
'
4 TR
D
4
.
8
6.6"
x
1
2
'
4.8"
x
8
'
3.7"
x
6
'
4.7"
x
8
'
3.2"
x
6
'
2"x4
'
TWO RIVERS RD.
ROARING FORK RIVER
Title:
Layout &
Horizontal Control
Re
v
i
s
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o
n
#
Dwg No.
He
a
l
t
h
y
R
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v
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Wh
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W
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Pi
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C
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,
C
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Job No.
Drawn by:
Date:
File:
PE:QC:
2019-119.006
TBS
07.20.2022
CL
BWP-Layout
_
11
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,
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1
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0
1
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0
.
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5
.
1
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4
w
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w
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c
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c
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m
Da
t
e
By
:
Co
n
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u
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D
o
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:
C14
19Of :
Graphic Scale
In Feet: 1" = 30'
0 15 30 60
BOARDWALK SHOWN
FOR INFORMATION ONLY
07.22.2022
Title:
Site & Utility Details
Re
v
i
s
i
o
n
#
Dwg No.
He
a
l
t
h
y
R
i
v
e
r
s
Wh
i
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W
a
t
e
r
P
a
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Pi
t
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i
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C
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u
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,
C
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Job No.
Drawn by:
Date:
File:
QC:
2019-119.006
TBS
07.20.2022
CL
BWP-UtilDetails
11
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0
Gl
e
n
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o
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r
i
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s
,
C
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0
1
97
0
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9
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1
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By
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19Of :
PE:_
Co
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Pr
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c
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M
i
l
e
s
t
o
n
e
:
07.22.2022
Title:
Boat Ramp Details
Re
v
i
s
i
o
n
#
Dwg No.
He
a
l
t
h
y
R
i
v
e
r
s
Wh
i
t
e
W
a
t
e
r
P
a
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Pi
t
k
i
n
C
o
u
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,
C
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Job No.
Drawn by:
Date:
File:
QC:
2019-119.006
TBS
07.20.2022
CL
BWP-UtilDetails
11
8
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2
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e
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w
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r
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,
C
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1
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1
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0
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9
4
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.
1
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4
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By
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C16
19Of :
PE:RG
Co
n
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D
o
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Pr
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M
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e
:
07.22.2022
General Structural Notes:
Design Criteria:
Code Edition:2015 IBC (International Building Code)
Loads used in design are as follows:
Dead Loads
Deck Framing 20 psf
Live Loads
Deck 100 psf
Traffic Surcharge on Retaining Walls 250 psf
Snow Loads Elevation 6611 ft. ASL
Ground Snow Load 55 psf
Wind Design Data
Analysis Procedure Engineered Design: ASCE 7-10 Directional Procedure
Ultimate Wind Speed 115 mph
Wind Exposure B
Seismic Design Data
Analysis Procedure Engineered Design: ASCE 7-10 Equivalent Lateral Force Procedure
Ss 0.332
S1 0.083
Site Class D
Sds 0.34
Sd1 0.133
Seismic Design Category C
Geotechnical Design Data
Allowable Soil Bearing Pressure 3000 psf
Frost Depth 42 inches
Active Lateral Pressure 45 psf
At Rest Lateral Pressure 55 psf
Lateral Bearing Pressure 450 psf
Geo-Technical Information
1.The foundation design was prepared in accordance with the geotechnical report by Kumar & Associates, Inc., dated 43684, job number19-7-401. Footings were designed for an allowable bearing pressure of 3000 psf. Restrained walls were designed for an at rest lateral pressure of 55 psf and unrestrained walls were designed for an active lateral pressure of 45 psf. Footings shall bear on undisturbed native soils or compacted fill per geotech report 42 inches below adjacent finished grade. Subsurface drainage, excavation, backfilling, surface drainage, and compaction shall be done in accordance with the recommendations in the report. A representative of the soils engineer shall verify the soil conditions and allowable soil bearing pressure at the time of excavation
Reinforcing Steel:
1.All reinforcement detailing, fabrication and placement shall conform to the ACI Details and Detailing of Reinforcement (ACI 315).
2.Unless noted otherwise, all reinforcing bars #5 or larger shall be of deformed bars conforming to ASTM A615, Grade 60. #4 bars or smaller shall be ASTM A615, Grade 40. Welded reinforcing bars shall be ASTM A706, Grade 60.
3.Welded wire fabric shall conform to ASTM A185, Grade 60 and be lapped a minimum of one full mesh plus two inches at side and end splices and be wired together.
4.Reinforcement shall be the longest lengths practical. Where splices are necessary, lap splices shall be a minimum of 60 bar diameters for Grade 60 reinforcing and 40 bar diameters for Grade 40 reinforcing, unless noted otherwise. Do not weld or use mechanical splicing.
5.At corners make bar continuous through discontinuity or provide corner bars with a full length lap splice each side of corner.
6.Place two #5's (per 8 inches of wall thickness) to extend a minimum of 38 inches around all openings and steps in walls, slabs, and beams. Provide #5 x 5'-0 diagonal at all corners of openings and steps in walls, slabs, and beams.
Reinforced Concrete:
1.All structural concrete has been designed in accordance with ACI 318. All structural concrete construction work shall conform to ACI 301 unless noted otherwise.
2.
Cast in place concrete shall be made with type II or V cement. Admixtures containing chloride salts shall not be used. All concrete walls and slabs exposed to the weather and garage floor slabs shall have 5-7% of entrained air. Concrete shall have minimum 28 day compressive strengths of:
Element:Minimum Compressive Strength, f'c (psi)
Footings and Retaining walls:4000 psi
3.
Concrete coverage for reinforcing steel shall provide the following:
Unformed surfaces poured permanently against earth:3 inches
Formed surfaces exposed to earth or weather:
#5 bar or less:1 1/2 inches
#6 bar or greater:2 inches
Not exposed to earth, weather, or fluid:
Slabs and walls, interior face:1 inch
Beam and columns 1 1/2 inches
4.Hot and cold weather concreting procedures shall conform to the recommendations in the ACI manual of Concrete Practice.
5.Bolts for beam and column bearing plates shall be set with templates.
6.Contractor shall coordinate all embeds, penetrations, openings, and verify all plan dimensions prior to forming and pouring concrete.
7.Construction joints shall be laid out to minimize the number of construction joints in each individual structure. Construction joints in walls shall not occur close to wall corners or intersections such that the divide additional corner or intersection reinforcement.
Grout:
1.All grout beneath column base plates and steel beams at bearing shall be non-shrink, non-metallic type grout.
2.Grout shall have a minimum compressive strength of 5000 psi.
Concrete and Masonry Anchors:
1.Anchor bolts are to be ASTM F1554, Grade 36 L type or headed anchor bolts, unless noted otherwise. Embedment shall be a minimum of 16 times anchor diameter unless noted otherwise.
2.Expansion Bolts are to be Kwik Bolt TZ manufactured by Hilti, Inc. Install in accordance with ICC Report ESR-917 or approved update, including standard embedment depths, unless noted otherwise. Proposed substitutions shall have equal or greater capacity and shall be submitted to the engineer for review with product data and code approval reports.
3.Epoxy grouted anchors installed in concrete are to be HIT-Z anchor rods or HAS threaded rods or reinforcing steel installed using HY-200 Adhesive Anchoring System manufactured by Hilti, Inc. Install in accordance with ICC Report ESR-3187 or approved update, including standard embedment depths, unless noted otherwise. Proposed substitutions shall have equal or greater capacity and shall be submitted to the engineer for review with product data and code approval reports.
Structural Steel:
1.Structural steel shall be detailed, fabricated, and erected in accordance with the latest provisions of AISC Manual of Steel Construction.
2.Structural steel rolled shapes shall conform to ASTM A992, Grade 50 for wide flange and channel members, and ASTM A36, Grade 36 for angles and plates. Tube shapes shall conform to ASTM A500 Grade B. Pipe columns shall conform to ASTM A53, Grade B. The latest editions of the requirements shall be used.
3.All structural bolts used in steel framing shall be ASTM A325 - N installed to a minimum snug tight condition, unless noted otherwise.
4.Typical framed beam connections shall be all bolted double angle connections with the maximum number of 3/4 inch bolts per AISC Manual of Steel Construction Table 10-1 unless noted otherwise.
5.All welding shall be performed by an AWS qualified welder.
6.Delay painting within 3" of field welds until welds are completed.
General Requirements:
1.Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact engineer for consultation (not in contract) as required.
2.Shop drawings: Submit shop and erection drawings for all structural steel and miscellaneous steel for engineer to review prior to fabrication. This review is for general compliance with the intent of the structural design. The manufacturing or fabrication of any items prior to written review of the shop drawings will be at the risk of the contractor. The architect and/or contractor are responsible for checking quantities, dimensions and coordination with other trades.
3.Dimensions: Check all dimensions against field and architectural drawings prior to construction. Do not scale drawings.
4.Construction practices: The general contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions.
5.Coordinate requirements for mechanical/electrical/plumbing penetrations through structural elements with structural engineer. Prior to installation of such equipment or other items to be attached to the structure, the contractor shall obtain approval for connections and support. Contractor shall furnish required hangers, connections, etc. required for installation of such items, unless specifically noted on plans.
6.Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest edition of the IBC.
7.The structural engineer may make periodic observation visits to the jobsite for determination of general conformance with the construction documents. Such observation visits shall not replace required inspections by the governing authorities or serve as "special inspections" as may be required by the International Building Code.
8.Though every effort has been made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted.
GENERAL NOTES FOR DECKS AND RETAINING WALLS:
GENERAL NOTES - GROUND NAIL WALLS
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF
TRANSPORTATION (CDOT) 2019 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.
2.GRADE 60 REINFORCING STEEL IS REQUIRED.
3.ALL REINFORCING STEEL SHALL BE NON-COATED (BLACK) UNLESS OTHERWISE NOTED.
4.E DENOTES EPOXY COATED REINFORCING STEEL.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE EXCAVATIONS,SLOPES, AND STRUCTURE DURING CONSTRUCTION.
6.STATIONS, ELEVATIONS AND DIMENSIONS CONTAINED IN THESE PLANS ARE CALCULATEDFROM A RECENT FIELD SURVEY. THE CONTRACTOR SHALL VERIFY ALL DEPENDENTDIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL.
7.ALL LONGITUDINAL AND TRANSVERSE DIMENSIONS ARE MEASURED HORIZONTALLY AND
INCLUDE NO CORRECTION FOR GRADE.
8.THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION OFUNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THECONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE
AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGETHERETO. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OFCOLORADO AT 811 (1-800-922-1987) AT LEAST 3 DAYS (2 DAYS NOT INCLUDING THE DAYOF NOTIFICATION) PRIOR TO ANY EXCAVATION OR OTHER EARTHWORK.
9.DURING WORK OPERATIONS, THE CONTRACTOR SHALL TAKE SUCH PRECAUTIONS AS MAY
BE NECESSARY TO PREVENT SHOTCRETE OVERSPRAY, DRILL CUTTINGS, EQUIPMENT EXHOUST,OIL, WASH WATER, AND OTHER MATERIALS FROM DEFACING OR DAMAGING PRIVATE ANDPUBLIC PROPERTY, ROADWAY BARRIERS, VEHICLES, AND ADJACENT LANDSCAPING.
DRAINAGE
1.THE WALL SYSTEM AND SURROUNDING AREAS MUST BE KEPT DRY AT ALL TIMES DURINGAND AFTER THE CONSTRUCTION.
2.IN NO CASE SHOULD SURFACE RUNOFF BE ALLOWED TO ENTER THE WALLCONSTRUCTION AREAS OR WATER BE PONDED AROUND THE WALLS DURING
CONSTRUCTION.
3.EXCAVATION SLOPES SHALL BE PROTECTED AGAINST EROSION TO REDUCE THE POTENTIALFOR SLOUGHING AND SLOPE FAILURE.
ABBREVIATIONS
TEMPORARY EXCAVATION SLOPES SHALL BE GRADED IN ACCORDANCE WITH OSHA GUIDELINES.
THE CONTRACTOR SHALL HAVE NO MORE THAN 500 L.F. OF WALL EXCAVATED AT ONE TIME.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING STABLE SLOPES ABOVE AND BELOW.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION.
MATERIALS - GROUND NAIL WALLS
FILTER FABRIC SHALL BE AASHTO M288 CLASS 1 GEOTEXTILE AND SHALL BE PLACED AS SHOWN IN THE DESIGN DRAWINGS.
SHOTCRETE SHALL BE CDOT CLASS SHOTCRETE.
REINFORCING STEEL SHALL BE ASTM A615 GRADE 60. WELDED WIRE FABRIC SHALL MEET ASTM A1064
SOIL NAIL BARS SHALL BE ASTM A615 GRADE 75
UNLESS OTHERWISE NOTED ON THE PLANS, MINIMUM SHOTCRETE COVER MEASUERD FROM THE FACE OF THE SHOTCRETE TO THE
FACE OF ANY REINFORCING BAR, WELDED WIRE, OR EMBEDDED METAL SHALL BE 2 INCHES.
DESIGN DATA - GROUND NAIL WALLS
FHWA GEOTECHNICAL ENGINEERING CIRCULAR NO. 7 - SOIL NAIL WALLS
AASHTO EIGHTH EDITION WITH INTERIMS
SOIL PARAMETERS:
UNIT WT.FRICTIONCOHESION
(pcf) (
RETAINED SOIL (NATIVE) 120 27 0
STRENGTH 1 LIMIT STATE:
PULLOUT RESISTANCE:2.00
TENSILE RESISTANCE:2.00
NOMINAL BEARING RESISTANCE: 2.50
BEARING RESISTANCE:2.50
PUNCHING - SHEAR RESISTANCE:1.35
BENDING - FLEXURE RESISTANCE:1.35
SERVICE 1 LIMIIT STATE:
GLOBAL STABILITY:1.46
MATERIAL PARAMETERS:
CLASS D CONCRETE:f'c = 4500 PSI
GROUT f'c = 3000 PSI
SHOTCRETE f'c = 4500 PSI
REINFORCING STEEL f'c = 60000 PSI
SOIL NAIL STEEL fy = 40000 PSI
CONSTRUCTION - GROUND NAIL WALLS
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FOR INFORMATION ONLY
07.22.2022
Title:
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FOR INFORMATION ONLY
07.22.2022
Certificate Of Completion
Envelope Id: BF1C8DAD1FE147AB91DE3188EDAA2E60 Status: Completed
Subject: Diggin It River Works | Pitkin County Contract 232.22 for Review and Signature
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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.