RFP Alice Pleasant Park Improvements Bid Packet.docx.pdf

REQUEST FOR PROPOSALS

Alice Pleasant Park Improvements

Release Date:

February 21, 2024

Contact Person:

Ryan Dennison 970-826-2004

Liz White 970-826-2008

Deadline for Submissions:

Monday, April 15 at 2pm (MST)

Submit Proposals Attention – Liz White:

City of Craig

300 W. 4th Street

Craig, CO 81625

BACKGROUND:

The City of Craig is seeking a professional contractor with extensive experience in site construction and landscaping to renovate Alice Pleasant Park, a half-acre pocket park, located in the heart of the business district in downtown Craig, Colorado. In addition to general public use, the park is frequently used for festivals and community events. The park was installed many years ago, is in need of updating and refreshing, and does not meet the current needs of the community for downtown events. The park has a very dense and mature existing tree population that provides an abundance of natural shade within the park. It is of the utmost importance for the selected contractor to preserve and protect these important community assets during the park renovation and to have as minimal impact to the trees as possible. The selected contractor will be required to work cooperatively with the City to minimize impact to the trees.

The City of Craig in recent years has taken an aggressive approach in updating deferred infrastructure and amenities within its park systems. Along with these numerous improvement projects transpiring in the downtown area, it is the

City of Craig’s goal to renovate Alice Pleasant Park to an inviting place for connectivity while providing functional space to serve the community’s needs.

In 2022, the City of Craig worked with a team of professional landscape architects that provided detailed design and engineering plans for the park and amenities. Interested contractors are to adhere to the construction documents provided as well as submit a bidding schedule.

Insurance and Bonding Requirements set forth by the City of Craig can be referred to under “Attachment A” Standard

Insurance Requirements on pages 6-7 of this RFP.

SCOPE:

The City of Craig is soliciting bids from qualified contractors to update the Alice Pleasant Park in downtown Craig, CO.

This work consists of site demolition of some existing landscape and hardscape features, electrical pedestrian light poles and power pedestals, site furnishings, and sections of the existing asphalt parking lot and associated curb and gutter.

Construction of new curb and gutter, asphalt patch-back and striping, new concrete paving, pedestrian light poles and power pedestals, landscape and irrigation, installation of a premanufactured shade structure and a single unit restroom with associated utility service connections comprise the bulk of work.

Special care to preserve the existing trees will be of utmost importance. Strong communication between the City and the contractor will be required to insure that the impact on the existing trees is minimized to the extent possible. It is anticipated the site will be accessed via the alleyway and construction staging will take place in the affected parking lot.

Given the minimal anticipated as part of this project, the import/export is considered a lump sum item (any required excavation and backfill required for the flatwork pavement sections, utility trenching, sodded and planted areas, and any other scope listed in the documents should be included in your proposal). Remaining items will be unit cost items. Each line-item cost shall contain all associated costs to complete that item, including all necessary labor, supervision, equipment, tools, materials, transportation, haul, mobilization, and environmental or fuel/surcharge fees necessary to complete the work in accordance with the Project Construction Documents and City of Craig/Moffat County Design

Standards and Construction Specifications.

PROPOSAL TIMELINE:

RFP Distribution: Wednesday, February 21, 2024 Mandatory Virtual Pre-Bid Meeting: Thursday, March 7 at 1pm. Zoom link below.

https://us02web.zoom.us/j/81398011489?pwd=KzZuRU5YazhPTTVIY21mK1A2M29qdz09 Deadline for Submission of Questions: Friday, March 15, 2024 Distribution of Answers to RFP Questions: Friday, March 29, 2024 RFP Due Date: Monday, April 15 at 2pm (MST)

PROPOSAL FORMAT:

To facilitate the review of qualifications, all proposals are required to adhere to the following requirements. The City of Craig strongly encourages proposers to ensure that qualification submissions are succinct and clearly organized.

The response must be written and organized in the order defined below. The submission should be complete so as not to be considered nonresponsive.

A. Cover Letter. Provide a letter of introduction or cover page from an authorized representative.

B. Name, Title, and Contact Information. Include the name of the person or persons who will be authorized to make representations on behalf of the Respondent, with all contact information.

C. Company History. Provide business background/overview of products and services offered by your company.

D. Qualifications and Experience. Provide the qualifications of the Respondent and its specialized experience and technical competence that qualify it to provide the services required. Provide the names and qualifications of outside Respondents and associates that will be employed to assist on the work to be performed under your proposal.

E. References. Provide a list of names, addresses and telephone numbers of at least three (public sector preferred) clients for which the Respondent has successfully completed similar projects to that required by this RFP within the past five years.

F. Selected respondent shall comply with all municipal and state code requirements.

G. Selected respondent shall ensure that all proposed plans will meet the highest industry standards for a project of this type.

I. SUBMITTAL:

➢ Selection shall be based on, not only competitive pricing, but meeting the minimum response requirements as outlined in this RFP.

Proposal may be delivered electronically or in hard copy via mail, courier, or in person in a sealed envelope by

Monday, April 15, 2024, at 2pm clearly marked with “Alice Pleasant Park Improvements” on the outside of the envelope.

Liz White - City Clerk

City of Craig

300 W. 4th Street

Craig, CO 81625 lwhite@ci.craig.co.us

➢ Questions and Inquiries: The City will not give verbal answers to inquiries regarding information in this RFP, or verbal instructions prior to the submission deadline. A verbal statement regarding same by any person shall be https://us02web.zoom.us/j/81398011489?pwd=KzZuRU5YazhPTTVIY21mK1A2M29qdz09 non-binding. The City is not liable for any increased costs resulting from the Respondent accepting verbal directions. Any explanation desired by a Respondent must be requested of the City representative in writing not later than 3/15/2024 and if an explanation is necessary, a reply shall be made in the form of an addendum, a copy of which shall be forwarded by 3/29/2024 and emailed to each Respondent.

II. SELECTION CRITERIA:

Based upon the responses to the RFP, the City may interview any or all the Respondents and/or award the contract without conducting interviews. The successful Respondent will be required to enter into a contract with the City, including insurance/indemnity requirements.

Please see the Standard Insurance as set forth in Attachment A.

The selection process will focus on the following, but not limited to;

1. Ability to provide responsive client services.

2. Clarity of proposal, completeness and inclusion of requested information.

3. Respondent capabilities & experience.

4. Reference checks.

5. Professional nature of firm.

6. Demonstrated municipal/county government experience.

7. Qualifications and experience of the firm and staff assigned to provide support.

8. Cost effectiveness and ability to meet schedule.

9. Demonstrate the firm’s ability to coordinate and cooperate with the City staff & liaisons.

10. Warranties, guarantees, or other assurance of quality, service customer satisfaction.

11. Demonstrated ability and prior experience of the firm and the personnel to be assigned to this type of project.

12. Provide an itemized cost proposal to complete project. Please include a maximum budget amount inclusive of all fees and expenses.

13. Clarity, creativity and thoroughness of the response.

14. Experience in working with client on cost saving In-Kind contributions.

15. Proven record of successful completion of similar projects.

16. Proposed project schedule.

All interested parties are encouraged to submit proposals as the award is not based solely on lowest cost proposal submitted. Total cost will be taken into consideration, but the solution and the Respondent’s capabilities, competence and capacity will be considered as well. The City reserves the right to choose the Respondent whose proposal best meets the needs of the City. The City of Craig, and its designated representatives, shall be the sole judge of its own best interest, and the proposal most advantageous to the City. The City’s decisions will be final.

III. GENERAL TERMS AND CONDITIONS:

Public Record: Proposer's attention is drawn to the fact that all proposal documents submitted are subject to disclosure under the Colorado Public Records Act. Information contained in the proposals may be made public after the review process has been completed, negotiations have concluded and a recommendation for award has been officially placed on the City Council agenda for consideration, and/or following award of contract, if any, by the City

Council.

Additional Information: The City reserves the right to request additional information and/or clarification from any or all

Proposers.

Proposal Acceptance and Rejection: The City reserves the right to reject any and all proposals and to waive any minor informalities or irregularities contained in any proposal. Acceptance of any proposal submitted pursuant to this RFP shall not constitute any implied intent to enter into a contract. The City reserves the right to call for new proposals, and to award the contract to other than the lowest cost proposal if deemed to be in the best interest of the City.

Right to Cancel and Amend: The City reserves the right to cancel, for any or no reason, in part or in its entirety, this RFP, including but not limited to: selection schedule, submittal date, and submittal requirements. If the City cancels or revises the RFP, all Proposers will be notified in writing.

Debarment: By submitting a proposal, the Proposer certifies that the company is not currently debarred from submitting proposals and/or bids for contracts issued by any City or political subdivision or agency of the State of Colorado, and that it is not an agent of a person or entity that is currently debarred from submitting proposals and/or bids for contracts issued by any City or political subdivision or agency of the State of Colorado

Limitation: The Request for Proposals (RFP) does not commit the City of Craig to award a contract, to pay any cost incurred in the preparation of the firm’s RFP response or to procure or contract for services or supplies. The City reserves the right to accept or reject any or all RFP responses received as a result of this request, to negotiate with all qualified sources or to cancel all or part of this RFP. The City will not reimburse the respondents to this RFP for costs incurred in the preparation of their proposal or in any other aspect of their consideration of this engagement. A respondent may withdraw and resubmit a proposal prior to the submission deadline. No re-submissions will be allowed after the submission deadline.

Modification of Scope: The City reserves the right to modify the contents of this document up to 7 days prior to the opening of proposals.

Award: The firm/entity selected may be required to participate in negotiations and to submit such revisions of their proposals as may result from negotiations. The City reserves the right to award a contract/select a service provider without discussion based upon the initial proposals.

Insurance: The Respondent shall maintain in full force and effect the insurance as outlined in Attachment A. The City reserves the right to waive or modify such insurance coverage. However, Respondents and/or Respondents meeting the insurance requirements will receive greater consideration during the selection procedure. All insurance shall be evidenced by a Certificate of Insurance and endorsement acceptable to the City Attorney, prior to execution of a contract. The Respondent and/or Respondent shall state their ability to meet the City’s insurance requirements within their submittal.

Signature: The Respondent and/or Respondent’s RFP response shall provide the following information: name, title, address and telephone number of individuals with authority to bind the service provider and who may be contacted during the period of proposal evaluation.

Contract Requirements: Agreement by the City and Proposer will be in effect upon the City’s execution of this proposal along with any agreed upon changes.

Coordination of Work: All work schedules, actual work and payment request shall be coordinated through, inspected by and approved by City Administration prior to scheduling of project so that any interruption to the normal business operation is kept to a minimum.

Inspection: All material and reports shall be subject to inspection, examination and acceptance by the City and its

Partners. The City shall have the right to reject defective information, analysis and workmanship or require its correction.

ATTACHMENT A

STANDARD INSURANCE REQUIREMENTS

In order to comply with the bonding and insurance requirements contained in your contract with the City of Craig there are several things that we require. It is our intent to facilitate consideration of every project, so we are including here a summary checklist for your convenience.

All bonds and insurance requirements need to be complete and submitted prior to your contract being approved.

I. GENERAL

A. Send these requirement sheets to your insurance broker for immediate compliance.

B. NO CONTRACTS WILL BE APPROVED UNTIL ALL BONDS AND CERTIFICATES ARE IN ORDER.

C. New and renewal Certificates and endorsements must reference a specific job. "All Operations" certificates are not acceptable.

D. All contractors and subcontractors working on a project or jobsite must meet the same insurance requirements you do, prior to starting work on the project or site.

E. All insurance companies must have an AM Best rating of A: VII or better.

F. All insurance coverage, with the exception of Professional Liability coverage must be written on a full "per occurrence" basis.

G. A 30-day cancellation notice is required and written or modified to a form that binds the insurer to provide it.

For non-payment of premium, a 10-day notice is acceptable.

H. Expiration dates are required on all certificates.

I. All Bonds and Certificates must have an original signature.

II. SPECIFIC COVERAGE (As Applicable)

A. BONDING

(Contracts over $50,000) Faithful Performance (Completion) Bond – (CONTRACT AMOUNT)

(Contracts over $50,000) Payment, Labor and Materials Bond – (CONTRACT AMOUNT)

B. GENERAL LIABILITY/AUTOMOBILE LIABILITY

GENERAL LIABILITY

($1,000,000) per occurrence ($2,000,000) general aggregate

AUTOMOBILE LIABILITY

($500,000) per accident

C. WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY

Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance with limits of at least one million dollars ($1,000,000).

ATTACHMENT B

GENERAL CONTRACT TERMS AND CONDITIONS

1. Performance of Services/No Assignment. Time is of the essence in performance of the Services. Respondent represents to City that Respondent possesses, or will arrange to secure from others, all the necessary professional capabilities, experience, resources and facilities necessary to provide to City the services contemplated under this

Agreement. Except as specifically authorized under this Agreement, the services to be provided under this Agreement shall not be assigned, transferred contracted or subcontracted out without the prior written approval of City.

2. Hold Harmless and Indemnification. To the fullest extent permitted by law, Respondent shall indemnify, defend and hold harmless City, its City Council, boards and commissions, officers, agents and employees (collectively, the

“Indemnified Parties) from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including, without limitation, attorney’s fees, disbursements and court costs) of every kind and nature whatsoever, which may arise from or in any manner relate (directly or indirectly) to any work performed or services provided under this Agreement (including the negligent and/or willful acts, errors and/or omissions of

Respondent, its principals, officers, agents, employees, Respondents, suppliers, Respondents, subcontractors, anyone employed directly or indirectly by any of them or for whose acts they may be liable or any or all of them).

Notwithstanding the foregoing, nothing herein shall be construed to require Respondent to indemnify the Indemnified

Parties from any Claim arising from the active negligence or willful misconduct of the Indemnified Parties. Nothing in this indemnity shall be construed as authorizing any award of attorney’s fees in any action on or to enforce the terms of this

Agreement. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by the

Respondent.

In the event the City indemnitees are made a party to any action, lawsuit, or other adversarial proceeding arising from

Respondent’s performance of this agreement, the Respondent shall provide a defense to the City indemnitees, or at the

City’s option, reimburse the City indemnitees their costs of defense, including reasonable legal counsels’ fees, incurred in defense of such claims.

3. Independent Contractor. It is understood that City retains Respondent on an independent contractor basis and

Respondent is not an agent or employee of City. The manner and means of conducting the work are under the control of

Respondent, except to the extent they are limited by statute, rule or regulation and the expressed terms of this

Agreement. Nothing in this Agreement shall be deemed to constitute approval for Respondent or any of Respondent’s employees or agents, to be the agents or employees of City. Respondent shall have the responsibility for and control over the means of performing the work, provided that Respondent is in compliance with the terms of this Agreement.

Anything in this Agreement that may appear to give City the right to direct Respondent as to the details of performance or to exercise a measure of control over Respondent shall mean only that Respondent shall follow the desires of City with respect to the results of the services.

3.1 The Respondent shall at all times remain an independent contractor with respect to the services to be performed under this Agreement and shall be responsible for the payment of Federal and State Employer Withholding Taxes, Unemployment Insurance Taxes, FICA Taxes, Retirement, Life and/or Medical Insurance, and Worker’s Compensation

Insurance for the employees of the Respondent or any other person performing services under this Agreement.

Respondent and its employees are not entitled to the rights or benefits afforded to City’s employees, including disability or unemployment insurance, workers' compensation, medical insurance, sick leave, or any other employment benefit. Respondent agrees to indemnify and hold City harmless from any claims, costs, losses, fees, penalties, interest, or damages suffered by City as a result of any claim by any person or entity contrary to the provisions of this Section.

4. Insurance. Unless otherwise agreed, without limiting Respondent’s indemnification of City, and prior to commencement of work, Respondent shall obtain, provide and maintain at its own expense during the term of this

Agreement, a policy or policies of liability insurance of the type and amounts described below and in a form satisfactory to City.

A. Certificates of Insurance. Respondent shall provide certificates of insurance with original endorsements to City as evidence of the insurance coverage required herein. Current certification of insurance shall be kept on file with City at all times during the term of this Agreement.

B. Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the

Insurance Commissioner to transact business of insurance in the State of Colorado, with an assigned policyholders’

Rating of A (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best’s

Key Rating Guide, unless otherwise approved.

5. Delay Damages. Time is of the essence with respect to the deadline to complete the work under this agreement. In the event that final completion of the project is not reached by November 1, 2024, then the City of Craig shall be entitled to claim delay damages. The amount of delay damages will be liquidated in the amount of $500.00 per calendar day.

6. Payment. The amount of retainage to be held by the city for all projects in excess of ten thousand dollars

($10,000.00) shall be five percent (5%) of the contract amount. The retainage amount shall be paid only upon successful completion of the contract.

CONTRACT AGREEMENT

SIGNATURES

Respondent Signature Date

City of Craig / City Clerk Signature Date

City of Craig / City Manager Signature Date

BIDDING SCHEDULE

City of Craig, CO Alice Pleasant Park

546 Yampa Avenue, Craig, CO Project # 51-0612.00

MEASUREMENT AND PAYMENT

General Requirements:

1. Payment for all work done in compliance with the Contract Documents, including all labor, equipment, materials and performance of operations relative to construction of this project, will be made under the Bid Items list below. Work required by the Contract Documents for which there is not a Bid Item will be considered incidental to the contract and no additional compensation will be allowed.

2. Owner reserves right to alter the Drawings, modify incidental work as may be necessary, and increase or decrease quantities of work performed, including deduction or cancellation of any one or more Bid Items. Changes in the Work shall not be considered as a waiver of any conditions of the Contract nor invalidate any provisions thereof. When changes result in revised quantities of work to be performed, Contractor shall accept payment according to contract unit prices appearing in the original Contract. A supplemental agreement between Contractor and Owner may be requested by either party when cumulative changes a net increase or decrease of more than 20 percent in total contract amount.

3. Final measured quantities determined in field by Contractor at time of construction shall govern over approximate quantities shown on Bid Schedule, unless otherwise noted. Contractor shall take no advantage of any apparent error or omission in Drawings or Specifications, and A/E shall be permitted to make corrections and interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents.

4. Contractor shall include all associated costs to perform the scope of work as defined in the Contract Documents. The intent of the Bid Schedule is to provide basis of cost comparisons for specific individual unit prices.

BID TOTAL: $__________________

BID SCHEDULE:

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

Performance Bond Total Price $_________

Mobilization & (De-mobilization) $________

DIVISION 01 – GENERAL REQUIREMENTS

Item No.

Description

Unit

Approx.

Quantity

Unit Price

Total Price

1 Temporary Facilities and Controls LS 1

2 Temporary Tree and Plant Protection LS 1

DIVISION 01 – GENERAL REQUIREMENTS SUBTOTAL ___________

DIVISION 02 – EXISTING CONDITIONS

Selective Demolition:

Quantity

Unit Price

Total Price

3 Tree Removal EA 3

4 Turf Clear & Grub SF 8800

5 Concrete Paving SF 3150

6 Concrete Curb & Gutter LF 182

7 Power Pedestals & Wiring EA 5

8 Pedestrian Lighting & bases EA 2

9 Asphalt Pavement SF 1890

10 Gravel SF 1250

11 Furnishings LS 1

12 Timber Retaining Wall LS 1

DIVISION 02 – DEMOLITION SUBTOTAL ___________

DIVISION 03 - CONCRETE

Quantity

Unit Price

Total Price

13 6” Concrete Mow Band LF 138

14 5” Depth Concrete Pavement CY 24

15 Concrete Curb & Gutter LF 165

DIVISION 03 – CONCRETE SUBTOTAL ___________

DIVISION 10 – MISCELLANEUOS STRUCTURES

Quantity

Unit Price

Total Price

16 Restroom Building LS 1

17 Shade Shelter LS 1

DIVISION 10 – MISC STRUCTURES SUBTOTAL ___________

DIVISION 26 - ELECTRICAL

Quantity

Unit Price

Total Price

18 Electrical Power Pedestal EA 2

19 Pedestrian Light Pole & Fixture EA 7

DIVISION 26 – ELECTRICAL SUBTOTAL ___________

DIVISION 31 - EARTHWORK

Quantity

Unit Price

Total Price

20 Earthwork (include all required import/export) LS 1 N/A

DIVISION 31 – EARTHWORK SUBTOTAL ___________

DIVISION 32 – EXTERIOR IMPROVEMENTS

Quantity

Unit Price

Total Price

21 Flexible Paving – Hot Mix Asphalt CY

22 Automatic Underground Irrigation System LS 1

23 Soil Preparation / Amendment CY 31

24 4-Blend Bluegrass Sod SF 4700

25 Deciduous Tree (2” Cal. B&B) EA 6

26 Evergreen Tree (6’-8’ HT. B&B) EA 6

27 Ornamental Tree (2” Cal. B&B) EA 2

28 Deciduous Shrub (5 Gal. Cont.) EA 19

29 Evergreen Shrub (5 Gal. Cont.) EA 13

30 Ornamental Grass (5 Gal. Cont.) EA 22

31 Rock Mulch (1-1/2” minus angular granite) TN 38

32 Landscape Weed-Barrier Fabric SF 3000

33 Landscape Boulders – Type 1 EA 6

34 Landscape Boulders – Type 2 EA 11

35 Stabilized Crusher Fines Paving SF 1700

36 Bicycle Rack EA 3

37 Trash Receptacle EA 2

38 Picnic Table EA 5

39 Radius Bench EA 3

DIVISION 32 – EXTERIOR IMPROVEMENTS SUBTOTAL ___________

Total Bid Amount, Items _1___ thru __37__, shall be _________________________________________

_______________________________________________________ Dollars ($ ___________________ )

© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom

ALICE PLEASANT PARK

CRAIG, CO

FEBRUARY 2024

CRAIG, COLORADO

NORTH

ALICE PLEASANT PARK

PROJECT TEAM

OWNER

CITY OF CRAIG

300 W. 4TH STREET

CRAIG, CO 81625

ATTN: RYAN DENNISON

EMAIL: RDENNISON@CI.CRAIG.CO.US

MOBILE: 970.826.2004

LANDSCAPE ARCHITECT

AYRES ASSOCIATES

3665 JFK PARKWAY, BUILDING 2, SUITE 100

FORT COLLINS, CO 80525

ATTN: CRAIG STOFFEL

EMAIL: STOFFELC@AYRESASSOCIATES.COM

MOBILE: 970.732.2245

CIVIL ENGINEER

AYRES ASSOCIATES

3665 JFK PARKWAY, BUILDING 2, SUITE 100

FORT COLLINS, CO 80525

ATTN: SCOTT MAIER

EMAIL: MAIERS@AYRESASSOCIATES.COM

MOBILE: 262.522.4901

ELECTRICAL ENGINEER

AYRES ASSOCIATES

3665 JFK PARKWAY, BUILDING 2, SUITE 100

FORT COLLINS, CO 80525

ATTN: HASSAN RAZMARA

EMAIL: RAZMARAH@AYRESASSOCIATES.COM

MOBILE: 310.730.3626

.0 2.

I:\

\C

H Y\

Pr oj ec ts

\C ra ig _C

O \5

1-

A lic e

Pl ea sa nt

P ar k\ 3P ro d\

C iv il3 d\

Sh ee ts \G

-1

T itl e Sh ee t.d w g

, L ay ou t: G

-1

T

IT

LE

S

H

EE

T

AA

-S ta nd ar d.

st b

MARK DATE DESCRIPTION

A

LI

C E

PL

EA

SA

N

T

PA

R K

C

IT

Y O

F C

R

AI

G C

O

LO

R

AD

O

YA

M

PA

A

VE

. C R

AI

G

, C O

Designed By:

Checked By:

REVISIONS

Project Number:

Set Type:

Issue Date:

100% CONSTRUCTION

DOCUMENTS

02.12.2024

51-0612.00

3665 JFK PARKWAY, BLDG. 2, SUITE 100

FORT COLLINS, CO 80525

SHEET INDEX

SHEET NO. SHEET TITLE

G-100 TITLE SHEET

C-100 LEGEND, NOTES, ABBREVIATIONS

C-200 SITE DEMO PLAN

C-201

SITE GRADING PLAN

L-100 SITE PLAN

L-200 - L-204 SITE DETAILS

SITE LANDSCAPE PLAN

LANDSCAPE DETAILS

ELECTRICAL DETAILS AND SPECS

L-300

L-400

E-101

SITE EROSION CONTROL PLAN

C-300

SITE ELECTRICAL PLANE-100

G-100

TITLE SHEET

C-202 EROSION CONTROL DETAILS

SITE UTILITY PLANC-400

CS

DL

L-500 - L-502 SITE SPECIFICATIONS

IRRIGATION DETAILSL-401

.0 2.

I:\

\C

H Y\

Pr oj ec ts

\C ra ig _C

O \5

1-

A lic e

Pl ea sa nt

P ar k\ 3P ro d\

C iv il3 d\

Sh ee ts \G

EN

ER

AL

N

O

TE

S.

dw g , L ay ou t: G

EN

ER

AL

N O

TE

S

AA

-S ta nd ar d.

st b

MARK DATE DESCRIPTION

A

LI

C E

PL

EA

SA

N

T

PA

R K

C

IT

Y O

F C

R

AI

G C

O

LO

R

AD

O

YA

M

PA

A

VE

. C R

AI

G

, C O

Designed By:

Checked By:

REVISIONS

Project Number:

Set Type:

Issue Date:

100% CONSTRUCTION

DOCUMENTS

02.12.2024

51-0612.00

3665 JFK PARKWAY, BLDG. 2, SUITE 100

FORT COLLINS, CO 80525

C-100

GENERAL NOTES

PAVING NOTES:

1. GENERAL

A. PAVING WORK INCLUDES FINAL SUBGRADE SHAPING, PREPARATION, AND COMPACTION; PLACEMENT OF SUBBASE OR BASE COURSE MATERIALS; BITUMINOUS BINDER AND/OR SURFACE COURSES; FORMING, FINISHING, AND CURING CONCRETE PAVEMENT, CURBS, AND WALKS; AND FINAL CLEAN-UP AND ALL RELATED WORK.

B. COMPACTION REQUIREMENTS PER GEOTECHNICAL REQUIREMENTS AND LOCAL MUNICIPALITIES HAVING JURISDICTION OVER THE WORK.

C. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE PROPER BARRICADING WARNING DEVICES, AND THE SAFE MANAGEMENT OF TRAFFIC WITHIN THE AREA OF CONSTRUCTION. ALL SUCH DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUCTD), LATEST EDITION, AND IN ACCORDANCE WITH THE CITY OF CRAIG, COLORADO CODE.

2. SUBGRADE PREPARATION

A. EARTHWORK FOR PROPOSED PAVEMENT SUBGRADE SHALL BE FINISHED TO WITHIN 0.1 FOOT, PLUS OR MINUS, OF PLAN ELEVATION. THE CONTRACTOR SHALL SATISFY THAT THE SUBGRADE HAS BEEN PROPERLY PREPARED AND THAT THE FINISH TOP SUBGRADE ELEVATION HAS BEEN GRADED WITHIN TOLERANCES ALLOWED IN THESE SPECIFICATIONS, UNLESS THE CONTRACTOR ADVISES

THE ENGINEER IN WRITING PRIOR TO FINE GRADING FOR BASE COURSE CONSTRUCTION.

B. PRIOR TO THE PLACEMENT OF THE BASE COURSE, THE SUBGRADE MUST BE PROOF-ROLLED AND INSPECTED BY THE GEOTECHNICAL ENGINEER FOR UNSUITABLE MATERIALS AND/OR EXCESSIVE MOVEMENT. IF UNSUITABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE CORRECTED. THIS MAY INCLUDE ONE OR MORE OF THE FOLLOWING METHODS:

(1) SCARIFY, DISC, AND AERATE.

(2) REMOVE AND REPLACE WITH STRUCTURAL CLAY FILL.

(3) REMOVE AND REPLACE WITH GRANULAR MATERIAL.

(4) USE OF GEOTEXTILE FABRIC.

C. PRIOR TO THE CONSTRUCTION OF THE CURB AND GUTTER AND THE PLACEMENT OF THE BASE MATERIAL, THE PAVEMENT AREA SHALL BE FINE-GRADED TO WITHIN 0.04 FEET (1/2 INCH) OF FINAL SUBGRADE ELEVATION, TO A POINT TWO (2) FEET BEYOND THE BACK OF THE CURB, SO AS TO ENSURE THE PROPER THICKNESS OF PAVEMENT COURSES. NO CLAIMS FOR EXCESS QUANTITY OF

BASE MATERIALS DUE TO IMPROPER SUBGRADE PREPARATION WILL BE HONORED.

D. PRIOR TO PLACEMENT OF THE BASE COURSE, THE SUBGRADE MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER.

3. CONCRETE WORK

A. ALL EXTERIOR CONCRETE SHALL MEET LOCAL MUNICIPAL STATE, OR OWNER REQUIREMENTS PER THE JURISDICTION HAVING AUTHORITY OVER THE WORK. IF NO SPECIFICATIONS ARE AVAILABLE, THE STATE DEPARTMENT OF TRANSPORTATION REQUIREMENTS SHALL PREVAIL. IF REQUIREMENTS CONFLICT WITH EACH OTHER, THE AUTHORITY HAVING JURISDICTION OVER THE

WORK SHALL COMPLY, OTHERWISE FOLLOW THE MORE RESTRICTIVE.

B. CONCRETE CURB AND/OR COMBINATION CURB AND GUTTER SHALL BE OF THE TYPE SHOWN ON THE PLANS. THE CONTRACTOR IS CAUTIONED TO REFER TO THE CONSTRUCTION STANDARDS AND THE PAVEMENT CROSS SECTION TO DETERMINE THE GUTTER FLAG THICKNESS AND THE AGGREGATE BASE COURSE THICKNESS BENEATH THE CURB AND GUTTER. SAWED OR FORMED CONTRACTION JOINTS SHALL BE PROVIDED AT NO GREATER THAN TEN (10) FOOT INTERVALS BETWEEN EXPANSION JOINTS. NO HONEY-COMBING OF THE CURB AND GUTTER WILL BE ACCEPTED.

C. CURBS SHALL BE DEPRESSED AT LOCATIONS WHERE PEDESTRIAN WALKS INTERSECT CURB LINES AND OTHER LOCATIONS, AS DIRECTED, FOR THE PURPOSE OF PROVIDING ACCESSIBILITY.

D. THE CURBS SHALL BE BACKFILLED AFTER THEIR CONSTRUCTION AND PRIOR TO THE PLACEMENT OF THE BASE COURSE.

E. CONCRETE SIDEWALK SHALL BE IN ACCORDANCE WITH THE ABOVE AND THE PLANS. PROVIDE SCORED JOINTS AT 5-FOOT INTERVALS AND 1/2-INCH PRE-MOLDED FIBER EXPANSION JOINTS AT

50-FOOT INTERVALS AND ADJACENT TO CONCRETE CURBS, DRIVEWAYS, FOUNDATIONS, ETC.

F. CONCRETE CURING AND PROTECTION SHALL BE PROVIDED BY THE CONTRACTOR.

G. THE COST OF AGGREGATE BASE OR SUBBASE UNDER CONCRETE WORK SHALL BE INCLUDED IN THE COST OF THE RESPECTIVE CONCRETE ITEM.

4. FLEXIBLE PAVEMENT

A. PRIOR TO PLACEMENT OF THE SURFACE COURSE, THE BINDER COURSE SHALL BE CLEANED AND TACK-COATED IF DUSTY OR DIRTY. ALL DAMAGED AREAS IN THE BINDER, BASE, OR CURB SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER PRIOR TO LAYING THE SURFACE COURSE. THE CONTRACTOR SHALL PROVIDE WHATEVER EQUIPMENT AND STAFF NECESSARY, INCLUDING THE USE OF POWER BROOMS IF REQUIRED BY THE OWNER, TO PREPARE THE PAVEMENT FOR APPLICATION OF THE SURFACE COURSE. THE TACK COAT SHALL BE UNIFORMLY APPLIED TO THE BINDER COURSE AT A RATE OF 0.05 TO 0.10 GALLONS PER SQUARE YARD. TACK COAT SHALL BE AS PER DOT AND/OR LOCAL MUNICIPAL SPECIFICATIONS.

5. TESTING AND FINAL ACCEPTANCE

A. THE CONTRACTOR SHALL FOLLOW THE QUALITY CONTROL TESTING PROGRAM FOR CONCRETE AND PAVEMENT MATERIALS ESTABLISHED BY THE GEOTECHINCAL ENGINEER.

B. FINAL ACCEPTANCE OF THE TOTAL PAVEMENT INSTALLATION SHALL BE SUBJECT TO THE TESTING AND CHECKING REQUIREMENTS CITED ABOVE.

EARTHWORK NOTES:

1. GENERAL

A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UNDERSTAND THE SOIL AND GROUNDWATER CONDITIONS AT THE SITE.

B. ANY QUANTITIES IN THE BID PROPOSAL ARE INTENDED AS A GUIDE FOR THE CONTRACTOR'S USE IN DETERMINING THE SCOPE OF THE COMPLETED PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL MATERIAL QUANTITIES AND APPRISE HIMSELF OF ALL SITE CONDITIONS. THE CONTRACT PRICE SUBMITTED BY THE CONTRACTOR SHALL BE CONSIDERED AS

LUMP SUM FOR THE COMPLETE PROJECT. NO CLAIMS FOR EXTRA WORK WILL BE RECOGNIZED.

C. THE CONTRACTOR WILL NOTE THAT THE ELEVATIONS SHOWN ON THE CONSTRUCTION PLANS ARE FINISHED GRADE AND THAT PAVEMENT THICKNESS, TOPSOIL, ETC., MUST BE ACCOUNTED FOR

TO DETERMINE SUBGRADE ELEVATIONS.

D. PLANS FOR THE SITE DEWATERING, IF EMPLOYED, SHALL BE SUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR DEWATERING DURING

CONSTRUCTION.

E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES. THE INITIAL ESTABLISHMENT OF EROSION CONTROL PROCEDURES AND THE PLACEMENT OF SILT AND FILTER FENCING, ETC., TO PROTECT ADJACENT PROPERTY, WETLANDS, ETC., SHALL OCCUR BEFORE GRADING BEGINS.

2. TOPSOIL EXCAVATION INCLUDES:

A. EXCAVATION OF TOPSOIL AND OTHER STRUCTURALLY UNSUITABLE MATERIALS WITHIN THOSE AREAS THAT WILL REQUIRE EARTH EXCAVATION OR COMPACTED EARTH FILL MATERIAL. EXISTING

VEGETATION SHALL BE REMOVED PRIOR TO STRIPPING TOPSOIL OR FILLING AREAS.

B. PLACEMENT OF EXCAVATED MATERIAL IN OWNER-DESIGNATED AREAS FOR FUTURE USE WITHIN AREAS TO BE LANDSCAPED AND THOSE AREAS NOT REQUIRING STRUCTURAL FILL MATERIAL.

PROVIDE NECESSARY EROSION CONTROL MEASURES FOR STOCKPILE.

C. TOPSOIL STOCKPILED FOR RESPREAD SHALL BE FREE OF CLAY AND SHALL NOT CONTAIN ANY OF THE TRANSITIONAL MATERIAL BETWEEN THE TOPSOIL AND CLAY. THE TRANSITIONAL MATERIAL SHALL BE USED IN NON-STRUCTURAL FILL AREAS OR DISPOSED OF OFF-SITE AT CONTRACTOR'S EXPENSE.

D. TOPSOIL RESPREAD SHALL INCLUDE HAULING AND SPREADING SIX (6) INCHES OF TOPSOIL DIRECTLY OVER AREAS TO BE LANDSCAPED WHERE SHOWN ON THE PLANS OR AS DIRECTED BY THE

OWNER.

3. EARTH EXCAVATION INCLUDES:

A. EXCAVATION OF SUBSURFACE MATERIALS WHICH ARE SUITABLE FOR USE AS STRUCTURAL FILL. THE EXCAVATION SHALL BE TO WITHIN A TOLERANCE OF 0.01 FEET OF THE PLAN SUBGRADE ELEVATIONS WHILE MAINTAINING PROPER DRAINAGE. THE TOLERANCE WITHIN PAVEMENT AREAS SHALL BE SUCH THAT THE EARTH MATERIALS SHALL "BALANCE" DURING THE FINE GRADING

OPERATION.

B. PLACEMENT OF SUITABLE MATERIALS SHALL BE WITHIN THOSE AREAS REQUIRING STRUCTURAL FILL IN ORDER TO ACHIEVE THE PLAN SUBGRADE ELEVATIONS TO WITHIN A TOLERANCE OF .01

FEET. THE FILL MATERIALS SHALL BE PLACED PER THE GEOTECHNICAL RECOMMENDATIONS

C. COMPACTION OF SUITABLE MATERIALS SHALL BE TO AT LEAST 95% OF THE MODIFIED PROCTOR DRY DENSITY PER GEOTECHNICAL RECOMMENDATIONS.

4. MISCELLANEOUS. THE CONTRACTOR SHALL:

A. SPREAD AND COMPACT UNIFORMLY TO THE DEGREE SPECIFIED BY THE GEOTECHNICAL RECOMMENDATIONS FOR ALL EXCESS TRENCH SPOIL AFTER COMPLETION OF THE UNDERGROUND

IMPROVEMENTS.

B. PROVIDE WATER TO ADD TO DRY MATERIAL IN ORDER TO ADJUST THE MOISTURE CONTENT FOR THE PURPOSE OF ACHIEVING THE SPECIFIED COMPACTION.

6. TESTING AND FINAL ACCEPTANCE:

A. THE CONTRACTOR SHALL PROOF ROLL THE PAVEMENT SUBGRADE PRIOR TO THE PLACEMENT OF THE CURB AND GUTTER AND THE BASE MATERIAL PER THE RECOMMENDATIONS OF THE

GEOTECHNICAL ENGINEER.

B. ANY UNSUITABLE AREA ENCOUNTERED AS A RESULT OF PROOF ROLLING SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL OR OTHERWISE CORRECTED AND APPROVED BY THE

GEOTECHNICAL ENGINEER.

EROSION CONTROL NOTES:

1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT CONSTRUCTION SITE EROSION AND

SEDIMENT CONTROL TECHNICAL STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF THESE STANDARDS.

2. INSTALL EROSION CONTROL MEASURES PRIOR TO ANY SITE WORK, INCLUDING GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIALS AS SHOWN ON THE PLAN. MODIFICATIONS TO THE SEDIMENT CONTROL DESIGN MAY BE CONDUCTED TO MEET UNFORESEEN FIELD CONDITIONS. ALL EROSION CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION.

3. ALL EROSION CONTROL MEASURES AS INDICATED ON THE PLANS SHALL BE CONSIDERED MINIMUMS. THE CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL MEASURES AS REQUIRED TO COMPLETE THE WORK AND COMPLY WITH APPLICABLE PERMITS, REGULATIONS, AND PROJECT REQUIREMENTS OR AS REQUESTED BY STATE INSPECTORS, MUNICIPAL INSPECTORS, A/E, AND OTHER APPLICABLE AGENCIES. ADDITIONAL EROSION CONTROL

MEASURES AS REQUESTED SHALL BE INSTALLED WITHIN 24 HOURS OF REQUEST.

4. INLET PROTECTION SHALL BE INSTALLED AT ALL INLETS WITHIN THE CONSTRUCTION SITE AS WELL AS AT ANY DOWNSTREAM INLETS THAT MAY BE AFFECTED BY CONSTRUCTION. INSTALL PRIOR TO STARTING ANY WORK ON SITE. IF NEW INLETS ARE INSTALLED PER PROJECT, NEW INLET PROTECTION SHALL BE INSTALLED AT THOSE INLETS.

5. INLET PROTECTION SHALL BE KEPT CLEAN OF DEBRIS ON A DAILY BASIS THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT. INLET PROTECTION SHALL BE REMOVED ONCE PROJECT HAS ENDED AND SITE HAS

STABILIZED PER NPDES GENERAL PERMIT REQUIREMENTS.

6. PAVED SURFACES ADJACENT TO THE CONSTRUCTION SITE SHALL BE SWEPT AND/OR SCRAPED TO REMOVE SOIL, SEDIMENT, DIRT, AND/OR DUST AS NEEDED THROUGHOUT THE DAY AND AT THE END OF EVERY DAY. HE CONTRACTOR SHALL TAKE MEASURES TO PREVENT VEHICLES INVOLVED IN THE CONSTRUCTION PROJECT FROM DISCARDING MUD, DIRT, DEBRIS OR CONSTRUCTION MATERIALS ONTO THE CITY OF CRAIG, COLORADO STREETS, SIDEWALKS, AND PARKWAYS. IF THIS WORK IS NOT COMPLETED WITHIN THIS TIME FRAME, THE CITY OF CRAIG, COLORADO HAS THE RIGHT TO PERFORM THIS WORK AND BILL THE

CONTRACTOR.

7. CONTRACTOR SHALL INSTALL EROSION CONTROLS ON THE DOWNSTREAM SIDE OF ALL STOCKPILES.

8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DUST CONTROL ON THE PROJECT THROUGHOUT EACH DAY. ALL DAMAGE RESULTING FROM DUST SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

CONTRACTOR SHALL PREVENT EXCESSIVE DUST FROM LEAVING THE CONSTRUCTION SITE IN ACCORDANCE WITH THE LOCAL AND STATE REGULATIONS.

9. ALL SLOPES EXCEEDING 4:1 SHALL BE STABILIZED WITH CLASS I, TYPE B EROSION MATTING AND ALL DRAINAGE SWALES SHALL BE STABILIZED WITH CLASS II, TYPE B EROSION MATTING.

10. ANY DISTURBED AREA THAT REMAINS INACTIVE FOR GREATER THAN SEVEN (7) DAYS SHALL BE STABILIZED WITH TEMPORARY STABILIZATION METHODS SUCH AS TEMPORARY SEEDING, SOIL TREATMENT, EROSION MATTING, OR

MULCH.

11. THE MINIMUM SEEDING RATE FOR TEMPORARY SEEDING IN TURF AREAS IS 5 POUNDS GRASS SEED MIX PER 1000 SQUARE FEET USED AND COMBINED WITH ANNUAL RYEGRASS AT A RATE OF 112 POUNDS PER 1000 SQUARE FEET, UNLESS OTHERWISE SPECIFIED.

12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING GRADING ACTIVITIES.

13. ALL DISTURBED AREAS TO BE SEEDED SHALL RECEIVE A MINIMUM OF 6 INCHES OF TOPSOIL, FERTILIZER, SEED AND MULCH.

14. INSPECTION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE ROUTINE (ONCE PER WEEK AND AFTER EACH 12 INCH RAINFALL) TO ENSURE PROPER FUNCTION OF EROSION CONTROLS AT ALL TIMES. EROSION

CONTROL MEASURES ARE TO BE IN WORKING ORDER AT THE END OF EACH WORK DAY.

15. CONTRACTOR SHALL KEEP RECORDS ON SITE OF ALL EROSION CONTROL INSPECTIONS AND AVAILABLE FOR REVIEW BY INSPECTORS WHEN REQUESTED.

16. CONTRACTOR SHALL REMOVE SEDIMENT FROM THE STORM FACILITIES IMPACTED BY CONSTRUCTION INCLUDING STRUCTURES OUTSIDE OF THE CONSTRUCTION SITE AFTER COMPLETION OF ALL SITE CONSTRUCTION AND

PRIOR TO SUBSTANTIAL COMPLETION.

17. CONTRACTOR SHALL FILE A NOTICE OF TERMINATION UPON VEGETATIVE STABILIZATION IN ACCORDANCE WITH COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT REQUIREMENTS.

WATER NOTES:

1. PIPE MATERIALS: WATERMAINS SHALL BE CONSTRUCTED OF PER GOVERNING AUTHORITY INSTALLATION, MATERIAL, AND SPECIFICATION STANDARDS.

2. FITTINGS: ALL FITTINGS SHALL BE OF PUSH ON BLUE BRUTE PVC FITTINGS AND MEET MUNICIPAL STANDARDS.

3. VALVES: GATE VALVES SHALL BE USED ON ALL WATERMAINS AND MUST MEET MUNICIPAL STANDARDS.

4. THE JOINTS AND ALL FASTENERS ON THE VALVE BODY SHALL HAVE STAINLESS STEEL NUTS AND BOLTS.

5. FIRE HYDRANTS: FIRE HYDRANTS SHALL CONFORM TO AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARD C-502, LATEST REVISION, AND SHALL MEET THE STANDARDS SET BY THE UTILITY OR MUNICIPALITY HAVING JURISDICTION. FIRE HYDRANTS SHALL BE INSTALLED WITH AN AUXILIARY VALVE AND CAST IRON VALVE BOX. THE PUMPER CONNECTION SHALL FACE THE ROADWAY. 6.5' STANDARD BURY DEPTH.PROVIDE AND INSTALL FULL RESTRAINT FROM MAIN TO THE HYDRANT.THE SHAFT BREAK FLANGE AND ALL BELOW-GRADE FITTING SHALL HAVE STAINLESS STEEL NUTS AND BOLTS.

6. SERVICE BOX: PROVIDE CURB VALVE AND CURB BOX, AS INDICATED ON THE PLANS. BOX SHALL BE EXTENSION TYPE WITH MINNEAPOLIS PATTERN.

7. WATER MAIN DEFLECTIONS WILL GENERALLY NOT BE ALLOWED. HOWEVER, IF A MINOR DEFLECTION IS NECESSARY, THE MAXIMUM DEFLECTION AT PIPE JOINTS SHALL BE IN ACCORDANCE WITH PIPE MANUFACTURER'S

CURRENT RECOMMENDATIONS AND AWWA SPECIFICATIONS.

8. BEDDING: ALL WATERMAINS SHALL BE BEDDED ON FIRM GROUND, WITH BELLHOLES EXCAVATED SO THAT THE PIPE HAS AN EVEN BEDDING FOR ITS ENTIRE LENGTH.

9. SAND SHALL BE CAREFULLY PLACED TO TWELVE (12) INCHES OVER THE TOP OF THE PIPE BEFORE FINAL BACKFILLING AND COMPACTION.

10. A MINIMUM DEPTH OF COVER OF 4.5-FEET UNDER PAVEMENT AND 6-FEET IN OPEN SPACES SHALL BE MAINTAINED OVER THE WATER LINES. MAXIMUM ALLOWABLE COVER IS 10-FEET.

11. CONCRETE THRUST BLOCKING SHALL BE POURED ON WATERMAINS AT ALL BENDS, TEES, ELBOWS, ETC. RESTRAINED JOINTS ARE REQUIRED ON ALL VALVES AND ALL FITTINGS AND ACCORDING TO RESTRAINT TABLE.

12. SUPPORT THE SEWER OR DRAIN LINES TO PREVENT SETTLING AND BREAKING THE WATERMAIN.

13. ALL WATER CONSTRUCTION AND MATERIAL SHALL MEET CITY OF BRIGHTON STANDARDS AND SPECIFICATION. IF ANY DISCREPANCY IN THESE PLANS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO

PURCHASING ANY MATERIAL.

A. HORIZONTAL SEPARATION-WATERMAINS SHALL BE LAID AT LEAST TEN (10) FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAIN, STORM SEWER, SANITARY SEWER, OR SEWER SERVICES CONNECTION.

B. VERTICAL SEPARATION

(1) IF A WATERMAIN CROSSES OVER A SANITARY OR STORM SEWER MAIN, THE WATERMAIN SHALL BE LAID SO THAT THE BOTTOM OF THE WATERMAIN IS AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE SEWER MAIN.

(2) IF THE WATERMAIN CROSSES UNDER A SANITARY OR STORM SEWER MAIN, THE WATERMAIN SHALL BE LAID SO THAT THE TOP OF THE WATERMAIN IS AT LEAST EIGHTEEN (18) INCHES BELOW THE BOTTOM OF THE SEWER.

(3) WHENEVER WATERMAINS CROSS STORM SEWERS, SANITARY SEWERS, OR SEWER SERVICE CONNECTIONS, THE VERTICAL SEPARATION SHALL BE MAINTAINED FOR THAT PORTION OF THE WATERMAIN LOCATED WITHIN EIGHT

(8) FEET HORIZONTALLY OF ANY SEWER OR DRAIN CROSSED. A LENGTH OF WATERMAIN PIPE SHALL BE CENTERED OVER THE SEWER TO BE CROSSED WITH JOINTS EQUIDISTANT FROM THE SEWER OR DRAIN.

(4) BOTH THE WATERMAINS AND SEWER SHALL BE CONSTRUCTED WITH PIPE EQUIVALENT TO WATERMAIN STANDARDS OF CONSTRUCTION WHEN:

a. IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION, AS DESCRIBED IN (B) ABOVE.

15. AL MATERIALS SHALL BE SUBJECT TO FULL SHOP DRAWING REVIEW AND APPROVAL BY THE CITY OF CRAIG, COLORADO WATER AND SEWER UTILITY. SEE UTILITY PLANS FOR ADDITIONAL NOTES. ALL UTILITIES MUST MEET THE

CITY OF CRAIG, COLORADO STANDARDS.

SANITARY SEWER NOTES:

1. SANITARY SEWER PIPE 8 INCHES AND LARGER SHALL BE PVC (POLYVINYL CHLORIDE) PLASTIC PIPE CONFORMING TO ASTM D-3034 OR ASTM F-679 STANDARDS.

2. BAND-SEAL OR SIMILAR FLEXIBLE-TYPE COUPLINGS SHALL BE USED WHEN CONNECTING SEWER PIPES OF DISSIMILAR MATERIALS.

3. ALL SANITARY SEWERS ARE TO BE CONSTRUCTED USING A LASER INSTRUMENT TO MAINTAIN LINE AND GRADE.

7. MANHOLES: SANITARY SEWER MANHOLES SHALL BE 4-FOOT, 0-INCH I.D. PRECAST CONCRETE SECTIONS CONFORMING TO ASTM D-478, WITH PREFORMED BITUMINOUS OR "O" RING JOINTS, IN ACCORDANCE WITH LOCAL REGULATIONS, AND HAVE AN ECCENTRIC CONE INSTALLED TO LINE UP WITH THE MANHOLE STEPS.

ALL PIPE CONNECTION OPENINGS SHALL BE PRECAST WITH RESILIENT RUBBER WATER-TIGHT SLEEVES. THE BOTTOM OF THE MANHOLE SHALL HAVE A CONCRETE BENCH POURED TO FACILITATE SMOOTH FLOWS.

8. FRAMES AND LIDS: ALL SANITARY SEWER MANHOLE FRAMES AND LIDS SHALL BE PER THE CITY OF CRAIG, COLORADO SPECIFICATIONS.

9. A MAXIMUM OF EIGHT (8) INCHES OF CONCRETE-ADJUSTING RINGS SHALL BE USED TO ADJUST FRAME ELEVATIONS. RINGS SHALL BE SEALED TOGETHER WITH BUTYL ROPE.

10. CLEANING: ALL MANHOLES AND PIPES SHALL BE THOROUGHLY CLEANED OF DIRT AND DEBRIS, AND ALL VISIBLE LEAKAGE ELIMINATED, BEFORE FINAL INSPECTION AND ACCEPTANCE.

11. TESTING: DEFLECTION AND LEAKAGE TESTING WILL BE REQUIRED.

12. TESTING THE ALIGNMENT/STRAIGHTNESS SHALL BE IN ACCORDANCE WITH UTILITY PROVIDER, OR AUTHORITY HAVING JURISDICTION REQUIREMENTS.

13. TELEVISING: ALL SANITARY SEWERS SHALL BE TELEVISED, AND A COPY OF THE TAPE AND A WRITTEN REPORT SHALL BE SUBMITTED AND REVIEWED BY THE UTILITY PROVIDER, OR AUTHORITY HAVING JURISDICTION BEFORE FINAL ACCEPTANCE. THE REPORT SHALL INCLUDE STUB LOCATION AS WELL AS A DESCRIPTION OF ALL DEFECTS, WATER LEVEL, LEAKS, AND LENGTHS. IDENTIFY MANHOLE TO MANHOLE BOTH VERBALLY AND ON-SCREEN USING MANHOLE NUMBERS FROM APPROVED PLANS. ORDER OF WRITTEN REPORT SHALL BE THE SAME AS THE VIDEOTAPES.

14. TEST RESULTS: IF THE SANITARY SEWER INSTALLATION FAILS TO MEET THE TEST REQUIREMENTS SPECIFIED, THE CONTRACTOR SHALL DETERMINE THE CAUSE OR CAUSES OF THE DEFECT AND REPAIR, OR REPLACE ALL MATERIALS AND WORKMANSHIP, AS MAY BE NECESSARY TO COMPLY WITH THE TEST REQUIREMENTS.

15. RECORD DRAWINGS: THE CONTRACTOR SHALL PROVIDE ALL INFORMATION TO PREPARE RECORD DRAWING(S), INCLUDING SERVICE STUB LOCATIONS, TO THE ENGINEER, WHO SHALL PREPARE RECORD DRAWINGS AND SUBMIT TO APPROPRIATE PUBLIC AGENCIES. IF FINAL MEASUREMENTS INDICATE DEFICIENCIES, THE CONTRACTOR, AT HIS OWN COST, WILL ADJUST MANHOLES AND/OR SEWERS TO PROPER ELEVATIONS AND OTHERWISE CORRECT

THE DEFICIENCIES.

16. ALL SANITARY SEWER CONSTRUCTION AND MATERIAL SHALL MEET UTILITY PROVIDER, OR AUTHORITY HAVING JURISDICTION STANDARDS AND SPECIFICATION. IF ANY DISCREPANCY IN THESE PLANS OCCUR, THE

CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO PURCHASING ANY MATERIAL.

GENERAL SITE WORK NOTES:

1. ALL ROADWAY CONSTRUCTION SHALL CONFORM TO THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS BOOK, AND IN ACCORDANCE WITH THE LATEST EDITION OF THE SPECIFICATIONS FOR CONSTRUCTION IN CITY OF CRAIG, COLORADO; IN CASE OF CONFLICT, THE CITY OF CRAIG, COLORADO SHALL TAKE PRECEDENCE.

2. ALL STORM SEWER, SANITARY SEWER, AND WATER MAIN CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS FOR CONSTRUCTION IN THE CITY OF CRAIG, COLORADO, UNLESS OTHERWISE NOTED ON THE PLANS.

3. STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS, AND RECURRING SPECIAL PROVISIONS, CONSTRUCTION PLANS, AND SUBSEQUENT DETAILS ARE ALL TO BE CONSIDERED AS PART OF THE CONTRACT. INCIDENTAL ITEMS OR ACCESSORIES NECESSARY TO COMPLETE THIS WORK MAY NOT BE SPECIFICALLY NOTED, BUT ARE CONSIDERED A PART OF THIS CONTRACT.

4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS.

5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE NATURE AND STATUS OF ALL UTILITY RELOCATION WORK PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THAT CONSTRUCTION OPERATIONS DO NOT INTERFERE WITH UTILITY FACILITIES AND RELOCATION WORK. THE SCHEDULE SHOULD REFLECT CONSTRUCTION SEQUENCING THAT COORDINATES WITH ALL UTILITY RELOCATION WORK. THE CONTRACTOR SHALL BE REQUIRED TO ADJUST THE ORDER OF ITS REVISED SCHEDULE(S) IN COMPLIANCE THEREWITH AS DIRECTED BY THE OWNER. THE OWNER AND ENGINEER SHALL BE NOTIFIED IN WRITING BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY OPERATION REQUIRING COOPERATION WITH OTHERS. THE UTILITY COMPANIES HAVE BEEN CONTACTED IN REGARD TO UTILITIES THEY OWN AND OPERATE WITHIN THE LIMITS FOR THIS PROJECT. ALL KNOWN DATA FROM THESE AGENCIES HAS BEEN INCORPORATED INTO THE PLANS. IT IS, HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM OR ESTABLISH THE EXISTENCE OF ALL UTILITY FACILITIES AND THEIR EXACT LOCATIONS, WHETHER CONTAINED IN THE DATA SUBMITTED BY THESE AGENCIES OR NOT, AND TO SAFELY SCHEDULE ALL UTILITY RELOCATIONS. FOR ADDITIONAL INFORMATION, THE AGENCIES LISTED ON THE TITLE SHEET MAY BE CONTACTED. IF EXISTING UTILITY LINES OF ANY NATURE ARE ENCOUNTERED WHICH CONFLICT WITH LOCATIONS OF THE NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT MAY BE RESOLVED. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.

6. NO CONSTRUCTION PLANS SHALL BE USED FOR CONSTRUCTION UNLESS SPECIFICALLY MARKED "FOR CONSTRUCTION" PRIOR TO COMMENCEMENT OF CONSTRUCTION.