HomeMy WebLinkAboutOwyhee Civil Eage Rd. Water Crossings Project 11407.b Public Works Construction CONTRACT FOR PUBLIC WORKS CONSTRUCTION
EAGLE RD WATER CROSSINGS
PROJECT # 11407.b
THIS CONTRACT FOR PUBLIC WORKS CONSTRUCTION is made this of
January, 2026, and entered into by and between the City of Meridian, a municipalcorporation
organized under the laws of the State of Idaho, hereinafter referred to as "City", 33 East
Broadway Avenue, Meridian, Idaho 83642, Owyhee Civil hereinafter referred to as
"Contractor", whose business address is 6307 E Victory Rd. Nampa, Idaho 83687 and
whose Public Works Contractor License # is AAA-079686.
INTRODUCTION
Whereas, the City has a need for services involving Water Crossing
Construction, and
WHEREAS, the Contractor is specially trained, experienced and competent
to perform and has agreed to provide such services;
NOW, THEREFORE, in consideration of the mutual promises, covenants,
terms and conditions hereinafter contained, the parties agree as follows:
TERMS AND CONDITIONS
1. Scope of Work:
1.1 Contractor shall perform and furnish to the City upon execution of this
Contract and receipt of the City's written notice to proceed, all services and work,
and comply in all respects, as specified in the document titled "Scope of Work" a
copy of which is attached hereto as Exhibit "A" and incorporated herein by this
reference, together with any amendments that may be agreed to in writing by the
parties.
1.2 All documents, drawings and written work product prepared or produced by
the Contractor under this Agreement, including without limitation electronic data
files, are the property of the Contractor; provided, however, the City shall have the
right to reproduce, publish and use all such work, or any part thereof, in any
manner and for any purposes whatsoever and to authorize others to do so. If any
such work is copyrightable, the Contractor may copyright the same, except that, as
to any work which is copyrighted by the Contractor, the City reserves a royalty-free,
non-exclusive, and irrevocable license to reproduce, publish and use such work, or
any part thereof, and to authorize others to do so.
1.3 The Contractor shall provide services and work under this Agreement
consistent with the requirements and standards established by applicable federal,
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state and City laws, ordinances, regulations and resolutions. The Contractor
represents and warrants that it will perform its work in accordance with generally
accepted industry standards and practices for the profession or professions that
are used in performance of this Agreement and that are in effect at the time of
performance of this Agreement. Except for that representation and any
representations made or contained in any proposal submitted by the Contractor
and any reports or opinions prepared or issued as part of the work performed by
the Contractor under this Agreement, Contractor makes no other warranties, either
express or implied, as part of this Agreement.
1.4 Services and work provided by the Contractor at the City's request under this
Agreement will be performed in a timely manner in accordance with a Schedule of
Work, which the parties hereto shall agree to. The Schedule of Work may be
revised from time to time upon mutual written consent of the parties.
2. Consideration
2.1 The Contractor shall be compensated on a Not-To-Exceed basis as provided
in Exhibit B "Payment Schedule" attached hereto and by reference made a part
hereof for the Not-To-Exceed amount of$712,457.54.
2.2 The Contractor shall provide the City with a monthly statement and
supporting invoices, as the work warrants, of fees earned and costs incurred for
services provided during the billing period, which the City will pay within 30 days of
receipt of a correct invoice and approval by the City. The City will not withhold any
Federal or State income taxes or Social Security Tax from any payment made by
City to Contractor under the terms and conditions of this Agreement. Payment of
all taxes and other assessments on such sums is the sole responsibility of
Contractor.
2.3 Except as expressly provided in this Agreement, Contractor shall not be
entitled to receive from the City any additional consideration, compensation, salary,
wages, or other type of remuneration for services rendered under this Agreement
including, but not limited to, meals, lodging, transportation, drawings, renderings or
mockups or material escalations. Specifically, Contractor shall not be entitled by
virtue of this Agreement to consideration in the form of overtime, health insurance
benefits, retirement benefits, paid holidays or other paid leaves of absence of any
type or kind whatsoever.
3. Term:
3.1 This agreement shall become effective upon execution by both parties, and
shall expire upon (a) completion of the agreed upon work, (b) or unless sooner
terminated as provided in Sections 3.2, 3.3, and Section 4 below or unless some
other method or time of termination is listed in Exhibit A.
3.2 Should Contractor default in the performance of this Agreement or materially
breach any of its provisions, City, at City's option, may terminate this Agreement by
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giving written notification to Contractor.
3.3 Should City fail to timely remit payment to Contractor as provided in Section 28,
Contractor, at the Contractor's option, may terminate this Agreement if the failure
is not remedied by the City within thirty (30) days from the date payment is due.
4. Liquidated Damages:
Substantial Completion shall be accomplished within 150 (one hundred fifty)
calendar days from Notice to Proceed. This project shall be considered
Substantially Complete when the Owner has full and unrestricted use and benefit
of the facilities, both from an operational and safety standpoint, and only minor
incidental work, corrections or repairs remain for the physical completion of the
total contract. Contractor shall be liable to the City for any delay beyond this time
period in the amount of $200.00 (two hundred dollars) per calendar day. Such
payment shall be construed to be liquidated damages by the Contractor in lieu of
any claim or damage because of such delay and not be construed as a penalty.
Upon receipt of a Notice to Proceed, the Contractor shall have 180 (one hundred
eighty) calendar days to complete the work as described herein. Contractor shall
beliable to the City for any delay beyond this time period in the amount of$200.00
(two hundred dollars) per calendar day. Such payment shall be construed tobe
liquidated damages by the Contractor in lieu of any claim ordamage because ofsuch
delay and not be construed as a penalty. See Milestones listed in the Payment
Schedule for Substantial Completion.
5. Termination:
5.1 If, through any cause, Contractor, its officers, employees, or agents fails to
fulfill in a timely and proper manner its obligations under this Agreement, violates
any of the covenants, agreements, or stipulations of this Agreement, falsifies any
record or document required to be prepared under this agreement, engages in
fraud, dishonesty, or any other act of misconduct in the performance of this
contract, or if City determines that termination of this Agreement is in the best
interest of City, the City shall thereupon have the right to terminate thisAgreement
by giving written notice to Contractor of such termination and specifying the
effective date thereof at least fifteen (15) days before the effectivedate of such
termination. Contractor may terminate this agreement at any time by giving at
least sixty (60) days' notice to City.
In the event of any termination of this Agreement, all finished or unfinished
documents, data, and reports prepared by Contractor under this Agreement shall,
at the option of the City, become its property, and Contractor shall be entitled to
receive just and equitable compensation for any work satisfactorily complete
hereunder.
5.2 Notwithstanding the above, Contractor shall not be relieved of liability tothe
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City for damages sustained by the City by virtue of any breach of this
Agreement by Contractor, and the City may withhold any payments to Contractor
for the purposes of set-off until such time as the exact amount ofdamages due the
City from Contractor is determined. This provision shallsurvive the termination of
this agreement and shall not relieve Contractor of its liability to the City for
damages.
6. Independent Contractor:
6.1 In all matters pertaining to this agreement, Contractor shall be acting as an
independent Contractor, and neither Contractor nor any officer, employeeor agent
of Contractor will be deemed an employee of City. Except as expressly provided
in Exhibit A, Contractor has no authority or responsibility to exercise any rights or
power vested in the City and therefore has no authority to bind or incur any
obligation on behalf of the City. The selection and designation ofthe personnel of
the City in the performance of this agreement shall be made bythe City.
6.2 Contractor, its agents, officers, and employees are and at all times during the
term of this Agreement shall represent and conduct themselves as independent
Contractors and not as employees of the City.
6.3 Contractor shall determine the method, details and means of performing the
work and services to be provided by Contractor under this Agreement. Contractor
shall be responsible to City only for the requirements and results specified in this
Agreement and, except as expressly provided in this Agreement, shall not be
subjected to City's control with respect to the physical action or activities of
Contractor in fulfillment of this Agreement. If in the performance of this Agreement
any third persons are employed by Contractor, such persons shall be entirely and
exclusively under the direction and supervision and control of the Contractor.
7. SubContractors:
Contractor shall require that all of its sub-Contractors be licensed per State of Idaho
Statute # 54-1901 & 54-1902.
8. Removal of Unsatisfactory Employees:
The Contractor shall only furnish employees who are competent and skilled for work
under this contract. If, in the opinion of the City, an employee of the Contractor is
incompetent or disorderly, refuses to perform in accordance with the terms and
conditions of the contract, threatens or uses abusive language while on City
property, or is otherwise unsatisfactory, that employee shall be removed from all
work under this contract.
9. Indemnification and Insurance:
9.1 Contractor shall indemnify and save and hold harmless City and it's
selected officials, officers, employees, agents, and volunteers from and for any and
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all losses, claims, actions,judgments for damages, or injury to persons or property
and losses and expenses and other costs including litigation costs and attorney's
fees, arising out of, resulting from, or in connection with the performance of this
Agreement by the Contractor, its servants, agents, officers, employees, guests,
and business invitees, and not caused by or arising out of the tortious conduct of
City or its employees. Contractor shall maintain, and specifically agrees that it will
maintain, throughout the term of this Agreement, liabilityinsurance, in which the
City shall be named an additional insured in the minimum amounts as follow:
General Liability One Million Dollars ($1,000,000) per incident or occurrence,
Automobile Liability Insurance One Million Dollars ($1,000,000) perincident or
occurrence and Workers' Compensation Insurance, in the statutory limits as
required by law. The limits of insurance shall not be deemed a limitationof the
covenants to indemnify and save and hold harmless City; and if City becomes
liable for an amount in excess of the insurance limits, herein provided, Contractor
covenants and agrees to indemnify and save and hold harmlessCity from and for
all such losses, claims, actions, or judgments for damages or injury to persons or
property and other costs, including litigation costs andattorneys' fees, arising out
of, resulting from , or in connection with the performance of this Agreement by the
Contractor or Contractor's officers, employs, agents, representatives or
subcontractors and resulting in or attributable topersonal injury, death, or damage
or destruction to tangible or intangible property,including use of. Contractor shall
provide City with a Certificate of Insurance, or other proof of insurance evidencing
Contractor's compliance with the requirements of this paragraph and file such
proof of insurance with the City at least ten (10) days prior to the date Contractor
begins performance of its obligations under this Agreement. In the event the
insurance minimums are changed, Contractor shall immediately submit proof of
compliance with the changed limits. Evidence of all insurance shall be submitted to
the City Purchasing Agent with a copy to Meridian City Accounting, 33 East
Broadway Avenue, Meridian, Idaho 83642.
9.2 Insurance is to be placed with an Idaho admitted insurer with a Best's rating
of no less than A-.
9.3 Any deductibles, self-insured retention, or named insureds must be declared
in writing and approved by the City. At the option of the City, either: the insurer
shall reduce or eliminate such deductibles, self-insured retentions or named
insureds; or the Contractor shall provide a bond, cash or letter of credit
guaranteeing payment of losses and related investigations, claim administration
and defense expenses.
9.4 To the extent of the indemnity in this contract, Contractor's Insurance
coverage shall be primary insurance regarding the City's elected officers, officials,
employees and volunteers. Any insurance or self-insurance maintained by the City
or the City's elected officers, officials, employees and volunteers shall be excess of
the Contractor's insurance and shall not contribute with Contractor's insurance
except as to the extent of City's negligence.
9.5 The Contractor's insurance shall apply separately to each insured against
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whom claim is made or suit is brought, except with respect to the limits of the
insurer's liability.
9.6 All insurance coverages for subContractors shall be subject to all of the
insurance and indemnity requirements stated herein.
9.7 The limits of insurance described herein shall not limit the liability of the
Contractor and Contractor's agents, representatives, employees or subContractors.
10. Time is of the Essence:
The parties hereto acknowledge and agree that time is strictly of the essence with
respect to each and every term, condition and provision hereof, and that the failure
to timely perform any of the obligations hereunder shall constitute a breach of, and
a default under, this Agreement by the party so failing to perform.
11. Bonds:
Payment and Performance Bonds are required on all Public Works Improvement
Projects per the ISPWC and the City of Meridian Supplemental Specifications &
Drawings to the ISPWC, which by this reference are made a part hereof.
Contractor is required to furnish faithful performance and payment bonds in the
amount of 100% of the contract price issued by surety licensed to do business in
the State of Idaho with a Best's rating of no less than A-. In the event that the
contract is subsequently terminated for failure to perform, the Contractor and/or
surety will be liable and assessed for any and all costs for the re-procurement of the
contract services.
12. Warranty:
All construction and equipment provided under this agreement shall be warranted
for 2 years from the date of the City of Meridian acceptance per the ISPWC and the
Meridian Supplemental Specifications & Drawings to the ISPWC and any
modifications, which by this reference are made a part hereof.
All items found to be defective during a warranty inspection and subsequently
corrected will require an additional two (2) year warranty from the date of City's
acceptance of the corrected work.
13. Changes:
The City may, from time to time, request changes in the Scope of Work to be
performed hereunder. Such changes, including any increase or decrease in the
amount of Contractor's compensation, which are mutually agreed upon by and
between the City and Contractor, shall be incorporated in written amendments
which shall be executed with the same formalities as this Agreement.
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14. Taxes:
The City of Meridian is exempt from Federal and State taxes and will execute the
required exemption certificates for items purchased and used by the City. Items
purchased by the City and used by a Contractor are subject to Use Tax. All other
taxes are the responsibility of the Contractor and are to be included in the
Contractor's Bid pricing.
15. Meridian Stormwater Specifications:
All construction projects require either a Storm Water Pollution Prevention Plan
(SWPPP) or an erosion sediment control plan (ESCP) as specified in the City of
Meridian Construction Stormwater Management Program (CSWMP) manual. The
CSWMP manual containing the procedures and guidelines can be found at this
address: http://www.meridianCity.org/environmental.aspx?id=13618.
Contractor shall retain all stormwater and erosion control documentation generated
on site during construction including the SWPPP manual, field inspections and
amendments. Prior to final acceptance of the job by the City the Contractor shall
return the field SWPPP manual and field inspection documents to the City for
review. A completed Contractor Request to File Project N.O.T. with the EPA form
shall be provided to the City with the documents. These documents shall be
retained, reviewed and approved by the City prior to final acceptance of the project.
16. ACHD:
Contractor shall be responsible for coordinating with the City to obtain appropriate
ACHD permit(s) and will reimburse the City for fees, fines, or penalties City incurs
due to Contractor's violation of any ACHD policy. City shall certify to ACHD that
Contractor is authorized to obtain a Temporary Highway and Right-of-Way Use
Permit from ACHD on City's behalf. The parties acknowledge and agree that the
scope of the agency granted by such certification is limited to, and conterminous
with, the term and scope of this Agreement.
17. Reports and Information:
17.1 At such times and in such forms as the City may require, there shall be
furnished to the City such statements, records, reports, data and information as
the City may request pertaining to matters covered by this Agreement.
17.2 Contractor shall maintain all writings, documents and records prepared or
compiled in connection with the performance of this Agreement for a minimum of
four (4) years from the termination or completion of this or Agreement. This
includes any handwriting, typewriting, printing, photo static, photographic and every
other means of recording upon any tangible thing, any form of communication or
representation including letters, words, pictures, sounds or symbols or any
combination thereof.
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18. Audits and Inspections:
At any time during normal business hours and as often as the City may deem
necessary, there shall be made available to the City for examination all of
Contractor's records with respect to all matters covered by this Agreement.
Contractor shall permit the City to audit, examine, and make excerpts or transcripts
from such records, and to make audits of all contracts, invoices, materials, payrolls,
records of personnel, conditions of employment and other datarelating to all matters
covered by this Agreement.
19. Publication, Reproduction and Use of Material:
No material produced in whole or in part under this Agreement shall be subject to
copyright in the United States or in any other country. The City shall have
unrestricted authority to publish, disclose and otherwise use, in whole or in part, any
reports, data or other materials prepared under this Agreement.
20. Equal Employment Opportunity:
In performing the work herein, Contractor agrees to comply with the provisions of
Title VI and VII of the Civil Rights Act, Revenue Sharing Act Title 31, U.S. Code
Section 2176. Specifically, the Contractor agrees not to discriminate against any
employee or applicant for employment because of race, color, religion, sex, national
origin, age, political affiliation, marital status, or handicap. Contractor will take
affirmative action during employment or training to ensure that employees are
treated without regard to race, color, religion, sex, national origin, age, political
affiliation, marital status, or handicap. In performing the Work required herein,
Contractor shall not unlawfully discriminate in violation of any federal, state orlocal
law, rule or regulation against any person on the basis of race, color, religion,sex,
national origin or ancestry, age or disability.
21. Employment of Bona Fide Idaho Residents:
Contractor must comply with Idaho State Statute 44-1002 which states that the
Contractor employ ninety-five percent (95%) bona fide Idaho residents as employees on
any job under any such contract except where under such contracts fifty (50) or less
persons are employed, the Contractor may employ ten percent (10%) nonresidents,
provided, however, in all cases employers must give preference to the employment of
bona fide residents in the performance of said work.
22. Advice of Attorney:
Each party warrants and represents that in executing this Agreement. It has
received independent legal advice from its attorney's or the opportunity to seek such
advice.
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23. Attorney Fees:
Should any litigation be commenced between the parties hereto concerning this
Agreement, the prevailing party shall be entitled, in addition to any other relief as
may be granted, to court costs and reasonable attorneys' fees as determined by a
Court of competent jurisdiction. This provision shall be deemed to be a separate
contract between the parties and shall survive any default, termination or forfeiture
of this Agreement.
24. Construction and Severability:
If any part of this Agreement is held to be invalid or unenforceable, such holding will
not affect the validity or enforceability of any other part of this Agreement so long as
the remainder of the Agreement is reasonably capable of completion.
25. Waiver of Default:
Waiver of default by either party to this Agreement shall not be deemed to be waiver
of any subsequent default. Waiver or breach of any provision of this Agreement
shall not be deemed to be a waiver of any other or subsequent breach, and shall
not be construed to be a modification of the terms of this Agreement unless this
Agreement is modified as provided above.
26. Entire Agreement:
This Agreement contains the entire agreement of the parties and supersedes any
and all other agreements or understandings, oral of written, whether previous to the
execution hereof or contemporaneous herewith.
27. Assignment:
It is expressly agreed and understood by the parties hereto, that Contractor shall
not have the right to assign, transfer, hypothecate or sell any of its rights underthis
Agreement except upon the prior express written consent of City.
28. Payment Request:
Payment requests shall be submitted to City of Meridian through the City's project
management software. The Project Manager will compare the invoice against the
Payment Schedule in the Agreement for compliance. Upon approval that the work
has been done and is in compliance with the Agreement, the Project Manager will
approve the pay request for processing. City of Meridian payment terms are Net 30
from the date City receives a correct invoice. Final payment will not be released
until the City has received a tax release from the Tax Commission. Retainage of
five percent (5%) of the current contract value will be withheld from the final pay
application(s) until final completion has been met and releases from both the Idaho
Tax Commission and Surety have been received by the City.
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29. Cleanup:
Contractor shall keep the worksite clean and free from debris. At completion of
work and prior to requesting final inspection, the Contractor shall remove all traces
of waste materials and debris resulting from the work. Final payment will not be
made if cleanup has not been performed.
30. Order of Precedence:
The order or precedence shall be the contract agreement, the Invitation to Bid
document, then the winning bidders submitted bid document.
31. Compliance with Laws:
In performing the scope of work required hereunder, Contractor shall comply with
all applicable laws, ordinances, and codes of Federal, State, and local
governments.
This Agreement shall be governed by and construed and enforced in accordance
with the laws of the State of Idaho, and the ordinances of the City of Meridian.
Certifications.
Pursuant to Idaho Code §§ 67-2359 and 67-2346, Contractor hereby certifies:
A. That Contractor is not currently owned or operated by the government
of China and will not, for the duration of this Contract, be owned or
operated by the government of China.
B. That Contractor is not currently engaged in, and will not for the
duration of the Contract engage in, a boycott of goods or services
from Israel or territories under its control.
32. Notices:
Any and all notices required to be given by either of the parties hereto, unless
otherwise stated in this agreement, shall be in writing and be deemed
communicated when mailed in the United States mail, certified, return receipt
requested, addressed as follows:
SW. Contractor:
City of Meridian Owyhee Civil
Procurement Manager Attn: Conrad Weiland
33 E Broadway Ave. 6307 E Victory Rd.
Meridian, ID 83642 Nampa, Idaho 83687
208-489-0417 Phone: 208-249-1355 Conrad Welland ,-
Email: conrad@owyheecivilcorp.com
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Idaho Public Works License #: 079686
Either party may change their address for the purpose of this paragraph by giving
written notice of such change to the other in the manner herein provided.
33. Approval Required:
This Agreement shall not become effective or binding until approved by the City of
Meridian.
CITY OF MERIDIAN: OWYHEE CIVIL:
Dlgi�ally signed by C-1 W.bnl
BY: BY: Conrad Weiland CM oUsPesdedCN-0..dlW,,I,odnmDDw hee
Date:2026,01 27 08 38 MT00'
KEITH WATTS, Procurement Manger CONRAD WEILAND
DATED: DATED:
Approved by Council Date: (if needed)
February 3, 2026
Project Manager
Dean Stacey
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EXHIBIT A
SCOPE OF WORK
REFER TO INVITATION TO BID PW-2607-11407.b ALL ADDENDUMS,
ATTACHMENTS, AND EXHIBITS included in the Invitation to Bid
Package #PW-2607-11407.b are by this reference made a part hereof.
SPECIFICATIONS / SCOPE OF WORK
All construction work shall be done in accordance with the current version
of the Idaho Standards for Public Works Construction (ISPWC), the
current version of the City of Meridian Supplemental Specifications to the
ISPWC (and any Addendums).
See separate attached documents:
• Special Provisions dated 10/07/2025 by Civil Survey
Consultants, Inc. (38 pages)
• Project Plans dated 10/07/2025 by Civil Survey
Consultants, Inc. (10 pages)
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EXHIBIT B
MILESTONE / PAYMENT SCHEDULE
A. Total and complete compensation for this Agreement shall not exceed $712,457.54.
MILESTONE DATES/SCHEDULE
Milestone 1 Substantial Completion 150 Days from Notice to Proceed
Milestone 2 Final Completion 180 Days from Notice to Proceed
PRICING SCHEDULE
Contract includes furnishing all labor, materials, equipment and incidentals as required for the
Eagle Rd. Water Crossings Project per ITB BID #PW-2607-11407.b.
NOT-TO-EXCEED AMOUNT.............................................$712,457.54
Contract is a not to exceed amount. Line item pricing below will be used for invoice verification and any
additional increases or decreases in work requested by City. The City will pay the Contractor based on actual
quantities of each item of work in accordance with the contract documents.
Contract Pricing Schedule
Item No. Description Quantity Unit Unit Price
303.4.1.A.3. EXPLORATORY EXCAVATION 6 HR $5,407.92
307.4.1.G.3. TYPE P SURFACE RESTORATION WITH SY $40,040.00
PAVEMENT FABRIC 220
401.4.1.A.1.a. 10" PVC, AWWA C900, DR18, WATER MAIN 5 LF $8,400.00
401.4.1.A.1.b. 12" PVC, AWWA C900, DR18, WATER MAIN 28 LF $49,840.00
401.4.1.D.1.a. LINE EXISTING 10" WATER MAIN WITH 464 LF $203,329.44
PRIMUS DN 250/10" MD LINER
401.4.1.D.1.b. LINE EXISTING 12" WATER MAIN WITH 498 LF $220,170.78
PRIMUS DN 300/12" MD LINER
401.4.1.E.1. ANNULAR SPACE LEAK DETECTION 8 EA $36,105.04
CONNECTION
402.4.1.A.1.a. 10" GATE VALVE 2 EA $11,820.00
402.4.1.A.1.b. 12" GATE VALVE 1 EA $6,209.00
1001.4.1.A.1. SEDIMENT CONTROL 1 LS $8,052.00
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1003.4.1.G.1. STRAW WATTLE 200 LF $900.00
1006.4.1.C.1. INLET PROTECTION 14 EA $1,190.00
1103.4.1.A.1. CONSTRUCTION TRAFFIC CONTROL 1 LS $39,826.10
2010.4.1.A.1. MOBILIZATION 1 LS $31,121.09
SP-1. ABANDON EXISTING WATER MAIN IN PLACE 552 LF $17,327.28
SP-2. LAWN SOD RESTORATION 2,166 SF $21,616.68
SP-3. REMOVE EXISTING CONCRETE VAULT 1 EA $11,102.21
Eagle Rd.Water Crossings page 14 of 14
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SPECIAL PROVISIONS
FOR
EAGLE ROAD
WATER MAIN CROSSING LINING
PROJECT NO. 11407
OWNER
CITY OF MERIDIAN
33 E. BROADWAY AVENUE, SUITE 200
MERIDIAN, IDAHO 83642
(208) 898-5500
xpNAL
G%ST
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PREPARED BY
CIVIL SURVEY CONSULTANTS, INC.
2893 S. MERIDIAN ROAD
MERIDIAN, IDAHO 83642
(208)888-4312
GENERAL PROVISIONS
1. BASIS OF PAYMENT
Except as modified herein, the various work items called for on the "Bid Schedule" will be
performed, measured and paid for as indicated on said Bid Schedule and as provided in the
Current Edition of the Idaho Standards For Public Works Construction (ISPWC), the City of
Meridian Supplemental Specifications and Drawings to the ISPWC (and any addendums),
adopted ACHD Supplements to the ISPWC; and the City of Meridian 2023 Electrical Standards.
The Contractor is required to be a current holder of the Idaho Standards For Public Works
Construction, Meridian Supplemental Specifications and Drawings, all ACHD supplements, and
Meridian 2023 Electrical Standards. Any work required to complete the project but not
specifically included in a bid item shall be considered incidental to the project and no separate
payment shall be made.
2. DAMAGE
The Contractor will be responsible for retaining and protecting all fire hydrants, mail boxes,
sprinkler systems, shrubs, sod, landscaping, trees, fences, etc., within the construction limits,
unless otherwise shown on the plans. The Contractor will also be responsible for retaining and
protecting all improvements outside the construction limits. Any items damaged shall be
promptly repaired or replaced to a condition "equal to or better" than existed prior to
construction by the Contractor. The cost to complete such repairs shall be considered as
incidental to the cost of the project and no separate payment will be made.
3. PROJECT MAINTENANCE
The Contractor will be responsible for project maintenance throughout the life of the contract.
This responsibility includes, but is not limited to, dust control, maintenance of irrigation
facilities, blading, maintenance of detours, maintenance of all intersecting street approaches,
proper and adequate drainage, access for emergency equipment and appropriate access for
property owners.
The cost of all maintenance work shall be considered incidental to other project work and no
separate payment will be made.
4. COORDINATION
It shall be the Contractor's responsibility to contact and work with the property owners, irrigation
districts, ditch riders, utility companies, and any other parties as necessary to coordinate and
install improvements required by this project. This coordination effort shall include, but not be
limited to, coordination with utility companies in their efforts to relocate their facilities as a
result of this project, and working other than normal working hours to permit the relocation of
the utilities and construction of the required improvements within the time frame of this contract.
Utility information is shown only for surface features. The information shown is for reference
purposes only and does not necessarily represent actual field conditions. The Engineer assumes
Eagle Road Water Main Crossing Lining
no liability for the accuracy of the information shown, or conflicts due to inaccurate or
incomplete utility information. The Contractor shall call Dig Line a minimum of 48 hours prior
to any excavation to request utility locations at 1-800-342-1585.
The Contractor shall expose all existing utility crossings to verify locations and elevations prior
to any other construction that may affect those utilities. The cost associated with exposing the
existing utilities is considered incidental to the project and no separate payment will be made
unless otherwise specified on plans.
Contractor shall coordinate all work with property owners and complete all work within existing
public utilities or irrigation easements. All disturbed surfaces shall be restored to a condition
equal to or better than existed prior to construction. All surface restoration shall be considered
incidental to the project and no separate payment will be made.
5. ACCESS TO PROJECT
Local access, business, and emergency vehicle access shall be maintained at all times.
6. COMPACTION
Compaction requirements shall be in accordance with Section 204 — Structural Excavation and
Compacting Backfill, Section 306 - Trench Backfill, and applicable sections of Division 800 —
Aggregates & Asphalts, of the ISPWC Specifications. The cost to complete this work including
watering and drying shall be considered incidental to the cost of the project and no additional
payment shall be made. Contractor shall provide compaction testing of all materials by an
independent third-party testing firm. A copy of testing results shall be provided to the City
Public Works Inspector.
All trench excavation and backfill shall conform to Division 300 of the ISPWC. All excavation
and trenching shall meet OSHA requirements and the applicable portions of Division 300
"Trenching". All cost to complete trench excavation and backfill is considered incidental to the
pipe installation bid item and no separate payment will be made.
7. LANDSCAPING
The Contractor shall maintain the existing landscaping in the same condition as found. If the
contractor is unable to work around the landscaping, then the work shall be completed and the
contractor shall repair or replace the landscaping to an "as good or better condition" than existed
before work started. The Contractor shall retain and protect any sprinkler systems encountered,
unless specifically designated otherwise. The cost of this work shall be considered incidental to
the project. All work to remove and reinstall existing trees or bushes shall be completed by a
licensed landscape contractor. Removed trees or bushes that Contractor plans to reinstall shall
be properly bedded and irrigated during construction activities. If existing trees and bushes are
replaced with a new tree or bush, they shall be of same type and property owner shall approve
items prior to Contractor planting items. Each new tree shall have a minimum caliper of
2-inches.
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8. MISCELLANEOUS
The Contractor shall repair or pay the owner to repair, any utility damaged during construction.
The Contractor shall repair any sprinkler systems damaged during construction. The cost of
these repairs, unless specifically identified as a bid item, shall be considered as incidental to the
cost of the project, and no separate payment will be made.
Removing and resetting of any existing street signs, fences, mailboxes, or miscellaneous items as
required shall be incidental to the project and no separate payment shall be made.
The Contractor shall perform, coordinate and schedule various construction tasks such that
adequate protection is provided to all existing and new underground utilities.
9. HIGH VOLTAGE, OVERHEAD, POWER LINES
The Contractor's attention is directed to, and compliance is required with, the requirements of
Title 55, chapter 24, Idaho Code, which regulates certain work by contractors near high voltage,
overhead, power lines.
10. SURVEYING
There shall be no surveying provided by the City of Meridian or the Engineer on this project.
11. TESTING
Contractor shall provide compaction testing of all materials by an independent third-party
testing firm. A copy of testing results shall be provided to the City Public Works Inspector.
Trenches and asphalt shall be tested per the appropriate section of the ISPWC, ACHD right-of-
way permit, ITD Standard Specifications for Construction and ITD permit requirements.
Re-testing necessitated by the failure of quality assurance testing of materials placed by the
Contractor shall be at the Contractor's expense. These costs shall be deducted from progress
payments.
The Idaho Transportation Department (ITD) shall not provide any inspection or testing for work
on this project. The Contractor shall provide inspection and compaction testing of all work as
required by the ITD permit for this project by an independent third-party firm. The Contractor
shall provide all inspection and testing required to meet ITD requirements. Contractor shall
complete all ITD required forms for inspection, material testing and material certification.
12. ON-SITE SUPERVISION
The General Contractor shall provide competent on-site supervision during any and all
construction activities by his forces or subcontractors. The superintendent shall be identified at
the preconstruction conference, and at a minimum be on-site from notice to proceed date to the
substantial completion date. If for any reason the superintendent needs to be replaced by the
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General Contractor, a written notice must be submitted to the Owner within (5) five working
days before the event occurs.
13. PERMITS
The Contractor, at his own expense, shall procure all permits, certificates and licenses required
of him by law for execution of the work. He shall comply with all federal, state, or local laws,
ordinances or rules and regulations relating to the performance of the work. He shall file such
reports of construction as required by law. The cost for this work is considered incidental to the
project and no separate payment will be made.
Contractor shall be responsible for obtaining an ACHD right of way permit (which is a no cost
permit) and providing a copy of the permit to the City of Meridian Project Manager prior to
construction.
This work is subject to the requirements of a permit obtained from the Idaho Department of
Transportation (ITD). The Contractor shall comply with all requirements of the permit. The
Contractor shall be responsible for contacting ITD and providing all notifications and forms as
required by the permit. The cost of compliance is considered incidental to the project and no
separate payment will be made.
Eagle Road lane closure or restrictions shall be between the hours of 10 PM and 5 AM only.
Traffic control shall be removed and lanes open by 5 AM per the ITD permit.
14. SERVICE INTERUPTIONS
Contractor shall provide continuous sewer and water service to all affected properties. Service
disruptions of less than 6 hours may be acceptable with prior approval from the City. Required
water main shutdowns shall be coordinated and scheduled with City Public Works Inspector.
The Contractor is required to notify the City Public Work Inspector of any water main
shutdowns a minimum of 10 business days prior to the shutdown. Property owners shall be
notified of any service disruptions a minimum of 48 hours in advance. Contractor shall provide
a high line water service by-pass system and/or temporary valves, blow-offs, plugs/caps and
other items as necessary to provide continuous water service.
15. PRIVATE PROPERTY ACCESS
Prior to starting work outside the public right-of-way, the Contractor shall obtain written
permission from the property owner to access each property to complete the work. Prior to
starting the work, the Contractor shall take pictures of each individual property. After all work is
complete, the Contractor shall take pictures of each individual property and have each
property owner provide written documentation that their property has been restored to an
acceptable level. A copy of the pictures and written documentation shall be provided to the City.
Contractor shall notify each property owner a minimum of 48 hours in advance of starting work
on their property and/or any service interruptions.
Contractor shall be responsible for contacting property owners and business owners to develop a
work activity plan and a work schedule that is acceptable to the property owner, business owners
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and the City. Contractor shall be expected to develop a work activity plan and a work schedule
that will limit the impact to businesses and associated parking lots.
The Contractor shall be responsible for having each property owner sign the release form
provided in Appendix C of these documents. The form shall be signed once all work has been
completed. Final payment shall not be made by the City of Meridian until a copy of each signed
form has been provided to the City.
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SPECIAL PROVISIONS
1. 303.4.1.A.3. — EXPLORATORY EXCAVATION
ON PAGE 1 OF SECTION 303 OF THE ISPWC, PART 1.1.A, replace the entire section with
the following:
This item includes furnishing all materials, equipment, and labor necessary to perform
exploratory excavation at the locations shown on the plans.
This item shall be used by the Contractor to locate the existing water main bends at the
insertion/exit pits.
Prior to starting exploratory excavation, the Contractor shall receive prior approval from the City
of Meridian Inspector on the Contractors method and the number of hours the Contractor expects
to spend on exploratory excavation. The inspector shall observe the exploratory excavation and
approve the number of hours to be paid for by the City.
2. 307.4.1.G.3. — TYPE P SURFACE RESTORATION WITH PAVEMENT FABRIC
ON PAGE 1 OF SECTION 307 OF THE ISPWC, PART 1, add the following:
All work shall be in accordance with the Contractor's Ada County Highway District right-of-
way permit for water line work on public roadways adjacent to Eagle Road(SH-55).
All work is subject to the requirements of any permits obtained from the Idaho Department of
Transportation (ITD) to complete the roadway and utility improvements. The Contractor shall
comply with the requirements of all permits. The Contractor shall be responsible for contacting
ITD and providing all notifications and forms as required by the permit.
ON PAGE 2 OF SECTION 307 OF THE ISPWC, PART 2, add the following:
All materials within public roadways shall be in accordance with the requirements of the Ada
County Highway District or the Idaho Transportation Department, whichever is the roadway
governing agency.
ON PAGE 3 OF SECTION 307 OF THE ISPWC, PART 2.4.A, replace the section with the
following:
Type III geotextile (filter fabric) shall be placed between the subgrade and the subbase in
accordance with section 718.07 of ITD Standard Specifications for Highway Construction.
ON PAGE 5 OF SECTION 307 OF THE ISPWC, PART 3.8.13, add the following:
All disturbed asphalt pavement within the Idaho Department of Transportation roadway shall be
a full lane width patch back that extends along the roadway 15' past the disturbed asphalt
pavement area.
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ON PAGE 6 OF SECTION 307 OF THE ISPWC, PART 3.9.13, add the following:
All construction within public roadways shall be in accordance with the requirements of the Ada
County Highway District or the Idaho Transportation Department, whichever is the roadway
governing agency.
ON PAGE 6 OF SECTION 307 OF THE ISPWC, PART 3.9.C, add the following:
Base and subbase section shall match existing section unless otherwise required or approved by
the Ada County Highway District or the Idaho Transportation Department, whichever is the
roadway governing agency.
ON PAGE 7 OF SECTION 307 OF THE ISPWC, PART 3.9.E, add the following:
Pavement section shall match existing section unless otherwise required or approved by the Ada
County Highway District or the Idaho Transportation Department, whichever is the roadway
governing agency.
ON PAGE 9 OF SECTION 307 OF THE ISPWC, PART 4.1, add the following:
Construction limits for this item shall be as shown on the plans. Any surface restoration required
beyond the specified construction limits shall be made by the Contractor at his expense and no
separate payment will be made unless pre-approved by the City of Meridian.
3. 401.4.1.A.I. — WATER MAIN
ON PAGE I I OF SECTION 401 OF THE ISPWC, PART 3.9, add the following:
Flushing and disinfection shall be in accordance with section 401.3.9 of the City of Meridian
Supplemental Specification and Drawings to the ISPWC. Heavily chlorinated water (above
normal system residuals) shall be flushed through a dechlorinator such as a Romac Dechlorinator
(378-0320) or other commercial device capable of dechlorinating the disinfection water
concentration and flow encountered. Contractor shall receive permission in writing from land
owner, irrigation district or storm drain system owner prior to discharging to land, irrigation
facility or storm drain system.
Flushing shall also be in accordance with the Idaho Department of Environmental Quality
(IDEA) Guidance for Public Water System Disposal of Water from Construction, Maintenance,
and Operations. As of July 1, 2021, permitting authority of construction stormwater permits has
changed from the United States Environmental Protection Agency to the Idaho Department of
Environmental Quality. The guidance document was written prior to July 1, 2021; therefore,
certain items may be out of date. Contact the Idaho Pollutant Discharge Elimination System
Program (IPDES) permitting office at (833) 473-3724 for further information. This document
can be found at: https://www2.deq.idaho.gov/admin/LEIA/api/document/download/4792.
ON PAGE 17 OF SECTION 401 OF THE ISPWC, PART 4.I.A., add the following:
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Fittings are called out on the plans in order to aid the Contractor in understanding the intent of
the planned construction. All required fittings are considered incidental to the pipe bid item and
no separate payment will be made. Any additional fittings required to complete the work which
are not shown on the plans shall be furnished and installed by the Contractor under the pipe bid
item and no separate payment will be made. The Contractor may provide fittings differing from
those called for on the plans with the approval of the Meridian Public Works Department.
The Contractor shall provide all materials, equipment, and labor necessary to make adjustments
at non-potable pipe crossings to install water main in accordance with the Idaho Rules for Public
Drinking Water Systems (IDAPA 58.01.08).
4. 401.4.1.D.1. — LINE EXISTING WATER MAIN
ON PAGE 1 OF SECTION 401 OF THE ISPWC, PART 1.1.C., add the following:
This item includes furnishing all materials, equipment and labor necessary to line an existing
water main at the locations shown on the plans. All work shall be completed in accordance with
manufactures recommendations, the ISPWC and the City of Meridian Supplemental
Specifications and Drawings.
ON PAGE 3 OF SECTION 401 OF THE ISPWC, PART 1 A.D., add the following:
A minimum of ten (10) days prior to the pre-construction meeting Contractor shall provide the
City of Meridian Public Works Department a water shutdown plan and project schedule. Plan
shall be approved by the Public Works Department prior to the pre-construction meeting.
ON PAGE 3 OF SECTION 401 OF THE ISPWC, PART 1 A.E., add the following:
Liner shall be installed by a Contractor that is certified by the Primus Line System manufacturer
as a certified operator of their system. Certification shall be submitted to the City of Meridian
prior to the execution of a contract.
ON PAGE 7 OF SECTION 401 OF THE ISPWC, PART 2.13, add the following:
The liner shall be the Primus Line System flexible slipling solution manufactured by the Werner
Radlinger Group of Germany for the trenchless rehabilitation of pressure pipelines. Liner shall
be suitable for the transport of potable water. Type and size of liner and connectors shall be as
identified on the plans.
ON PAGE 8 OF SECTION 401 OF THE ISPWC, PART 3.2, add the following:
Contractor shall provide all water main pipe and fittings required to connect the new Primus
Liner to the existing water main.
The existing water main host pipe shall be completed drained of all water. There shall be no
water in the annular space between the host pipe and the liner. Any groundwater shall be
dewatered to I foot minimum below host during liner installation and connection to existing
water main.
Eagle Road Water Main Crossing Lining
The entire length of the host pipe shall be inspected prior to cleaning the host pipe and inserting
the liner. The pipe shall be cleaned with high water pressure or mechanical devices per liner
manufacture recommendations. The entire host pipe length shall be reinspected after cleaning
and before inserting the liner. Each CCTV inspection of the host pipe shall be recorded and
documented in accordance with liner manufactures recommendations. At a minimum, the
inspection shall document the pipe material, reductions in cross section, sudden changes in cross
section and any direction changes (bends). A copy of the recordings shall be provided to the
City.
ON PAGE 10 OF SECTION 401 OF THE ISPWC, PART 3.6, add the following:
Contractor shall perform a pressure test on the installed liner with potable water per the
manufacture's recommendation. Pressure test shall be done in the presence of the City Inspector.
Contractor shall also perform a pressure test on the entire completed system per ISPWC section
401.3.6 and City of Meridian Supplemental Specifications. The test shall be done on the pipe,
fittings and liner that are installed with this project.
ON PAGE 10 OF SECTION 401 OF THE ISPWC, PART 3.7, add the following:
All locating wire shall be retained and protected. Contractor shall repair all locate wire that is
damaged.
ON PAGE 11 OF SECTION 401 OF THE ISPWC, PART 3.9, add the following:
Flushing and disinfection shall be in accordance with section 401.3.9 of the City of Meridian
Supplemental Specification and Drawings to the ISPWC. Heavily chlorinated water (above
normal system residuals) shall be flushed through a dechlorinator such as a Romac Dechlorinator
(378-0320) or other commercial device capable of dechlorinating the disinfection water
concentration and flow encountered. Contractor shall receive permission in writing from land
owner, irrigation district or storm drain system owner prior to discharging to land, irrigation
facility or storm drain system.
Flushing shall also be in accordance with the Idaho Department of Environmental Quality
(IDEA) Guidance for Public Water System Disposal of Water from Construction, Maintenance,
and Operations. As of July 1, 2021, permitting authority of construction stormwater permits has
changed from the United States Environmental Protection Agency to the Idaho Department of
Environmental Quality. The guidance document was written prior to July 1,2021; therefore,
certain items may be out of date. Contact the Idaho Pollutant Discharge Elimination System
Program (IPDES) permitting office at (833) 473-3724 for further information. This document
can be found at: https://www2.deq.idaho.gov/admin/LEIA/api/document/download/4792.
ON PAGE 18 OF SECTION 401 OF THE ISPWC, PART 4.1.A., add the following:
Fittings are called out on the plans in order to aid the Contractor in understanding the intent of
the planned construction. All required fittings are considered incidental to the pipe bid item and
no separate payment will be made. Any additional fittings required to complete the work which
Eagle Road Water Main Crossing Lining
are not shown on the plans shall be furnished and installed by the Contractor under the pipe bid
item and no separate payment will be made. The Contractor may provide fittings differing from
those called for on the plans with the approval of the Meridian Public Works Department.
ON PAGE 18 OF SECTION 401 OF THE ISPWC, PART 4.1.D., add the following:
Line Existing Water Main: On a per linear foot basis and shall include all labor, equipment, and
materials necessary for the completion of the bid item.
5. 401.4.I.E.1. — ANNULAR SPACE LEAK DETECTION CONNECTION
ON PAGE 1 OF SECTION 401 OF THE ISPWC, PART 1.1.D., add the following:
This item includes furnishing all materials, equipment and labor necessary to install an annular
space leak detection connection as detailed on the plans at the locations shown on the plans.
ON PAGE 7 OF SECTION 401 OF THE ISPWC, PART 2.14, add the following:
All materials shall be as detailed on the plans and shall conform to the ISPWC and the City of
Meridian Supplemental Specifications and Standard Drawings.
ON PAGE 7 OF SECTION 401 OF THE ISPWC, PART 3, add the following:
The connection shall be installed on the host pipe prior to the installation of the liner in the host
pipe.
ON PAGE 18 OF SECTION 401 OF THE ISPWC, PART 4.1.E., add the following
Annular Space Leak Detection Connection shall be on a per each basis and shall include all
labor, equipment, and materials necessary for the completion of the bid item.
6. 402.4.1.A.1. — GATE VALVE
ON PAGE 4 OF SECTION 402 OF THE ISPWC, PART 3.2, add the following:
Contractor shall protect and retain valve covers through all phases of construction. Preliminary
adjustments may be required to allow placing of base courses, pavement, soil and lawn sod over
the valve boxes. Valve boxes shall be adjusted to final grade and the concrete collar constructed
after paving and lawn sod restoration is completed.
The concrete collar is considered incidental to the gate valve item, and no separate payment shall
be made.
7. 1001.4.1.A.1. — SEDIMENT CONTROL
ON PAGE 1 OF SECTION 1001 OF THE ISPWC, PART 1.1, add the following:
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This item shall also include furnishing all materials, equipment and labor required to provide
storm water management during construction in accordance with the City of Meridian's
Construction Storm Water Management Program. See appendix A.
ON PAGE 1 OF SECTION 1001 OF THE ISPWC, PART 1.1, add the following:
The Erosion and Sediment Control Plan (ESCP)was prepared by the Design Engineer and is part
of the plans. The ESCP has been preliminarily approved by the City of Meridian Surface Water
Administrator. The Contractor will need to submit the ESCP to ITD and ACHD for final
approval. The Contractor shall make any required changes to the ESCP to reflect actual
construction activities and to get final approval from ITD and ACHD. A copy of the final ESCP
approved by ITD and ACHD shall be provided to the City of Meridian prior to starting work.
Coordinate erosion and sediment control activities with the City Project Manager, City Inspector
and or Surface Water Administrator.
Contractor is responsible for installing, maintaining, removing and disposing of all Best
Management Practices (BMPs) and for all documentation required to keep the ESCP current.
All items that are not specifically itemized on the bid schedule shall be considered incidental to
the project.
Contractor shall be responsible for providing all storm water management in accordance with all
local, state, and federal laws. Contractor shall determine expected area of disturbance and apply
for applicable permits. Contractor shall prepare and submit Storm Water Pollution Prevention
Plan (SWPPP),Notice of Intent,Notice of Termination, and any other required forms.
8. 1103.4.1.A.1. — CONSTRUCTION TRAFFIC CONTROL
ON PAGE 1 OF SECTION 1103 OF THE ISPWC, PART 1.1.B, add the following:
Eagle Road lane closure or restrictions shall be between the hours of 10 PM and 5 AM only.
Traffic control shall be removed and lanes open by 5 AM per the ITD permit.
ON PAGE 5 OF SECTION 1103 OF THE ISPWC, PART 3.1.13, add the following:
The Contractor shall be required to prepare and submit a traffic control plan to ACHD and ITD
for review and approval. Contractor shall modify traffic control plan and provide all required
traffic control items as required to meet ACHD, ITD and MUTCD requirements.
9. 2010A.1.A.1. — MOBILIZATION
ON PAGE 1 OF SECTION 2010 OF THE ISPWC, PART 2.1.A., replace the entire section with:
Project information signs shall be furnished, installed, and subsequently removed at each end of
the project. Signs shall be prepared in accordance with ACHD permit and City of Meridian
Standard Drawing G4.
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10. SP-1 —ABANDON EXISTING WATER MAIN
Description: This section of the specifications includes furnishing all materials, equipment and
labor necessary to abandon existing water main at the locations shown on the plans.
Workmanship: All water mains shall be abandoned in place and filled with sand or low strength
grout. The existing pipe to be abandoned shall be removed to a point at least 5 feet from the
existing water pipe to remain in service.
Abandonment shall consist of excavating the existing main at each location that the connection
to the existing system shall be terminated. The contractor shall then disconnect the main to be
abandoned and remove a minimum of five feet of the existing main line. The abandoned pipe
shall be filled entirely with sand or low strength grout. Contractor shall install a mechanical joint
cap or plug, or blind flange as applicable with a thrust block on abandoned and retained water
main lines. In cases where there is an existing valve, the valve shall be completely removed and
a cap, plug, or blind flange installed as appropriate complete with thrust block.
Contractor shall allow the City to inspect all removed materials and the City shall determine
which materials they wish to retain. Contractor shall deliver all materials the City wishes to
retain to the City Water Department storage yard. Contractor shall remove all other materials
from the job site and dispose of them at an appropriate site.
Measurement and Payment: Abandon Existing Water Main shall be on a per each basis and
shall include all labor, equipment, and materials necessary for the completion of the bid item.
Payment for this item shall be made under:
SP-1 Abandon Existing Water Main..........................................................Per Each
11. SP-2—LAWN SOD RESTORATION
Description: This item includes furnishing all materials, equipment, and labor necessary to
restore existing sod surfaces or establish new sod surfaces at the locations specifically shown on
the plans. All other existing sod areas damaged during construction shall be restored and
considered incidental to the project.
Materials: Fertilizers shall comply with the following chemical analysis:
15%to 20% Nitrogen(N)
20%to 25% Phosphorous (P2O5)
2%to 10% Potassium (K2O)
Sod shall consist of Merrion, Parks, Delta or Windsor Kentucky Bluegrass or combinations of
approved fine textured grasses suitable for the area to be sodded and closely matching adjacent
grass.
Workmanship: The lawn areas shall be tilled to a minimum depth of 6 inches by such means as
will loosen the soil and bring it to condition suitable for fine grading. Prior to and during the
Eagle Road Water Main Crossing Lining
operation, the surface shall be made free of vegetative growth. All stones, hard clods, roots,
sticks, debris and other matter encountered during tilling which are detrimental to the preparation
of a good seed bed, or which are toxic to the growth of grass, shall be removed. Four inches of
topsoil shall then be placed under the areas to receive sod.
The area shall be floated and rolled to bring it to the finished grade. All irregularities in the
surface that form pockets where water will stand shall be smoothed out to provide good drainage.
The finished grade of lawn area adjacent to walks, curbs, driveways and pavements shall be
approximately 1 inch below adjacent grades.
Fertilizers shall be spread evenly over the cultivated areas at a rate of 4 pounds per 1,000 square
feet and shall be uniformly incorporated into the upper 3 inches of the soil, after which the areas
shall be worked as necessary to provide a smooth, firm but friable lawn bed at the established
grades.
Sod shall be placed in straight strips. The joints between strips shall be butted together, tight and
without gaps. Sod shall be placed in a manner to stagger the end joints of the rolls. The sod shall
be rolled with a 100-pound roller after placement. The surface of the finished sod shall be
smooth, uniform and mowable.
Contractor shall repair any damaged sprinkler systems and adjust all disturbed sprinkler heads.
Measurement and Payment: Lawn Sod Restoration shall be on a square foot basis and shall
include all labor, equipment, and materials necessary for the completion of the bid item.
Construction limits for this item shall be as shown on the plans. Any sod restoration required
beyond the specified construction limits shall be made by the Contractor at his expense and no
separate payment will be made unless pre-approved by the City.
Payment for this item shall be made under:
SP-2 Lawn Sod Restoration..............................................................Per Square Foot
12. SP-3 —REMOVE EXISTING CONCRETE VAULT
Description: This section of the specifications includes furnishing all materials, equipment and
labor necessary to remove existing concrete vault at the locations shown on the plans.
Workmanship: The existing concrete vault is approximately 10' long by 7' wide by 7' high with
two manhole rings and covers on top of the vault. A 12" 0 ductile iron pipe runs through the
vault. All of the ductile iron pipe inside and outside of the vault shall be completely removed
and replaced with PVC pipe as shown on plans. The concrete vault and manhole rings and
covers shall be entirely removed and the area shall be backfilled with material similar to the
native soil. As an alternative, the bottom and the long sides of the vault may be left in place
while the top and ends (short sides) of the vault are removed. If the bottom of the vault is left in
place, holes shall be drilled through the bottom to allow water in the soil to drain past the
concrete slab. The holes shall be 1"0 minimum holes spaced 12" apart across the entire length
and width of the slab. The area shall be backfilled with material similar to the native soil.
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Measurement and Payment: Remove Existing Concrete Vault shall be on a per each basis and
shall include all labor, equipment, and materials necessary for the completion of the bid item.
Payment for this item shall be made under:
SP-3 Remove Existing Concrete Vault........................................................Per Each
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APPENDIX A
CONSTRUCTION STORM WATER
MANAGEMENT PROGRAM (CSWMP)
FOR CITY OF MERIDIAN
CONTRUCTION PROJECTS
Revised July 2, 2013
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CITY CAPITAL IMPROVEMENT PROJECTS
WATER POLLUTION CONTROL
GENERAL
Water pollution control work shall conform to the provisions in the latest edition of the
Construction Stormwater Management Program (CSWMP) For City of Meridian Construction
Projects and all other local, State and Federal requirements for prevention of stormwater
pollution from construction activity including,but not limited to,the U.S. Environmental
Protection Agency (EPA) Construction General Permit(CGP).
The Contractor shall obtain other National Pollutant Discharge Elimination System (NPDES)
permits that apply to activities and mobile operations within or outside of the project limits
including asphalt batch plants,material borrow areas, concrete plants, staging areas, storage
yards, or access roads. Copies of additional required coverage permits shall be maintained with
the stormwater management plan.
The Contractor shall perform water pollution control work in conformance with the requirements
of the CSWMP; any Stormwater Pollution Prevention Plan (SWPPP) or Erosion Sediment
Control Plan(ESCP)as well as the Construction General Permit(CGP)and its addenda in effect
on the day Notice of Award is dated, or which became effective during the life of the
construction project as directed by the EPA.
The CGP and other references to Federal documents related to performing water pollution
control work are available from the Environmental Protection Agency's (EPA)web site at:
htti)://cft)u b.ena.2ov/n rides/stormwater/cEp.cfm
EROSION AND SEDIMENT CONTROL PLANS
For City construction projects that do not require coverage under the CGP,the Design
Consultant shall prepare an Erosion and Sediment Control Plan (ESCP). The ESCP will be a
simplified version of the SWPPP associated with larger projects and include the following
components:
■ Project name, location map, and responsible Contractor;
■ Project description;
■ Identification of potential pollutants and potential impacts on water quality; and,
■ Plan drawings depicting storm water management strategy, including the management of
wastes and non-storm water discharges.
For City construction projects that do not require coverage under the CGP, and are constructed
entirely within the Ada County Highway District(ACHD)right of way,the Design Consultant
shall prepare the Erosion and Sediment Control Plan (ESCP)to meet ACHD's storm water
management requirements identified in the District's Municipal Separate Storm Sewer System
(MS4)permit.
A-1
CSWMP-Appendix A_Revised July 2,2013.doc
A substantially complete ESCP will be submitted by the Design Engineer to the City Project
Manager prior to the beginning of bidding process for City approval. The Public Works
Environmental staff will review and approve the ESCP prior to the start of bid process. Upon
bid award and prior to implementation on site,the Contractor shall review and amend the
substantially complete ESCP for site specific conditions and/or changes in BMP's as necessary,
submit a Final ESCP to the City for review and approval, and implement the Final ESCP on site.
The Final ESCP shall be updated as required throughout construction phase using a modification
process similar to that for SWPPPs. The ESCP will be active on each City Project until the City
accepts the work. All ESCP inspections and end of project processes shall follow the SWPPP
process noted below.
STORM WATER POLLUTION PREVENTION PLAN(SWPPP)
For projects requiring coverage under the CGP,the Design Consultant shall develop and provide
to the City Project Manager for bid documents, a substantially complete SWPPP document. The
Public Works Environmental staff will review and approve all substantially complete SWPPP's
prior to inclusion into the bid documents. Upon bid award,the Contractor shall review and
amend the bid SWPPP to include contractor specific information such as duly authorized forms
and for site specific conditions and/or changes in BMP's as necessary, submit a Final SWPPP to
the City for review/approval and implement the SWPPP on site. The Public Works
Environmental staff will review and approve all Final SWPPP's prior to either operator filing an
NOI and implementation on site. The substantially complete SWPPP and Final SWPPP must
be in color, hole punched and inserted into a hard cover three ring binder, must follow the
formatting of the latest EPA SWPPP template, must be site specific, shall conform to the
requirements in the current CGP and shall include water pollution control practices for storm
water and non-storm water from areas within and outside of the job site related to construction
activities for this contract such as:
1. Staging areas.
2. Storage yards.
3. Access roads.
4. Disturbed areas.
The SWPPP shall include a schedule that:
A. Describes when work activities that could cause water pollution will be
performed.
B. Identifies soil stabilization and sediment control practices for disturbed soil area.
C. Includes dates when these practices will be complete.
The SWPPP shall include temporary water pollution control practices and their associated
contract items of work as shown on the plans or specified in these special provisions.
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A substantially complete SWPPP will be submitted to the City Project Manager by the Design
Consultant prior to the beginning of bidding process for City approval. The Public Works
Environmental staff will review, request any necessary changes to, and approve the substantially
complete SWPPP prior to the start of bids. Upon Notice to Proceed,Contractor shall have 10
days to provide the necessary Contractor related information to be included in the substantially
complete SWPPP. Contractor related information will include,but may not be limited to;
Operator information,responsible person information and training, amended substantially
complete SWPPP for site specific conditions and/or changes in BMP's as necessary. Once the
Contractor completes review of the substantially complete SWPPP and provides the necessary
Contractor related information and makes proposed changes,the Contractor shall submit the
updated substantially complete SWPPP for approval to the City Project Manager. The
Contractor shall allow 10 days for the City's Public Works Environmental staff review. If
revisions are required,the City will provide comments and specify the date that the review
stopped. The Contractor shall revise and resubmit the Final SWPPP within 10 days of receipt of
the City's comments. The City's review will resume when the updated substantially complete
SWPPP,with changes, is resubmitted. When the City approves the Final SWPPP,the Contractor
shall submit two copies of the approved Final SWPPP to the City. Upon completion of a Final
SWPPP,the City and the Contractor shall coordinate together to submit separate Notices of
Intent(NOI)to EPA Region 10. The SWPPP shall be updated as required throughout
construction phase using a similar amendment process as stated in the EPA CGP. The SWPPP
will be active on each City Project until the City accepts the work or until the City releases the
contractor from responsibility as an operator as defined in the EPA CGP.
The Contractor shall not perform earth disturbing activities,as defined in the current version of
the EPA CGP,that may cause water pollution until the Final SWPPP has been approved by the
City, both the Contractor and the City meet the required waiting period as defined by the current
EPA CGP after filing separate NOIs, and a preconstruction SWPPP inspection with the
Contractor and City has been conducted and meets the approval of the City Inspector. The City's
review and approval shall not waive any contract requirements and shall not relieve the
Contractor from complying with Federal, State and local laws, regulations, and requirements.
The Contractor shall modify the Final SWPPP, as required by current versions of the City
CSWMP and the EPA CGP throughout the life of the project to meet site requirements.
If there is a change in construction schedule or activities,the Contractor shall prepare a
modification to the Final SWPPP to identify additional or revised water pollution control
practices. The Contractor shall submit the modification to the City Project Manager who will
forward to the Public Works Environmental staff for review within a time agreed to by the City
not to exceed the number of days specified for the preparation of the Final SWPPP. The City
will review the modification within the same time allotted for the review of the Final SWPPP.
If directed by the City or requested in writing by the Contractor and approved by the City,
changes to the water pollution control work specified in these special provisions will be allowed.
Changes may include addition of new water pollution control practices. The Contractor shall
incorporate these changes in the Final SWPPP.
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The Contractor shall keep a copy of the approved Final SWPPP and all modifications at the job
site. The Final SWPPP and all modifications shall be made available when requested by a
representative of the EPA; a state,tribal or local agency approving sediment and erosion plans,
grading plans, or storm water management plans; local government officials;the operator of a
municipal separate storm sewer receiving discharges from the site; and representatives of the
U.S. Fish and Wildlife Service or the National Marine Fisheries Service to the requestor.
Requests from the public shall be directed to the City.
IMPLEMENTATION REQUIREMENTS
The Contractor's responsibility for SWPPP implementation shall continue throughout any
temporary suspension of work ordered by the City.
The Contractor shall provide a qualified responsible person with applicable qualifications to
update SWPPPs, conduct and record inspections, and to meet other CGP requirements. A
qualified responsible person shall,at minimum,possess a City of Boise Responsible Person
certification and either be certified through the International Erosion Control Association as a
Certified Professional in Erosion and Sediment Control or Certified Professional in Stormwater
Quality; have completed a 4-hour stormwater erosion & sediment control training such as the
Idaho Transportation Department's Resident Engineer Stormwater training, or other similar
government agency training; or have similar comparable experience and certification through
another recognized agency. A copy of the certification shall be provided in the SWPPP.
At a minimum,the Owner and the Contractor shall sign and certify the SWPPP and all
associated stormwater management documentation in accordance with the CGP. If the ranking
corporate officer does not sign the SWPPP and all associated stormwater management
documentation,then they must be signed by a duly authorized person so designated by the
Contractor in a formal letter on corporate letterhead.
If the Contractor or the City identifies a deficiency in the implementation of the approved Final
SWPPP,the deficiency shall be corrected in accordance with the current EPA CGP,. The
deficiency shall be corrected before the onset of precipitation. If the Contractor fails to correct
the deficiency by the agreed date or before the onset of precipitation,the City may correct the
deficiency and deduct the cost of correcting deficiencies from payments.
If the Contractor fails to conform to the provisions of this section, "Water Pollution Control,"the
City Inspector, Project Manager or Surface Water Program Administrator may order the
suspension of work(at Contractor's expense) until the project complies with the requirements of
this section.
The Contractor shall construct water pollution control items identified in the SWPPP. The
Contractor shall maintain the water pollution control items until the City has accepted the project
and the Contractor has filed an NOT with the EPA. The Contractor can only file an NOT after
receiving authorization to do so by the City.
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INSPECTION AND MAINTENANCE
Weekly storm water management inspections will be conducted on City construction sites. The
Contractor and the City will perform weekly storm water management inspections together. One
copy of the City's Inspection Form or the current version of the EPA's Stormwater Construction
Site Inspection Report will be completed by both the City and the Contractor, including
signatures, during the weekly storm water management inspection. Alternate inspection forms
may be utilized, provided they have been previously reviewed and approved for use by the City
at the time of finalizing the SWPPP. The Contractor shall inspect the water pollution control
practices identified in the SWPPP as follows:
A. Before a forecasted storm,
B. After precipitation that causes site runoff,
C. At 24-hour intervals during extended precipitation,
D. On a predetermined schedule, a minimum of once every 7 days.
The Contractor shall oversee the maintenance of the water pollution control practices.
REPORTING REQUIREMENTS
If the Contractor identifies discharges into surface waters or drainage systems causing or
potentially causing pollution, or if the project receives a written notice or order from a regulatory
agency, the Contractor shall immediately inform the City Inspector and Project Manager. The
Contractor shall submit a written report to the Project Manager within 7 days of the discharge,
notice or order. The report shall include the following information:
A. The date,time, location, and nature of the operation,type of discharge and
quantity, and the cause of the notice or order.
B. The water pollution control practices used before the discharge, or before
receiving the notice or order.
C. The date of placement and type of additional or altered water pollution control
practices placed after the discharge, or after receiving the notice or order.
D. A maintenance schedule for affected water pollution control practices.
PROJECT COMPLETION
The City may authorize removal of the Contractor from further storm water management
obligations once the construction is completed. Contractor must submit a completed "Contractor
Request to File Project Notice of Termination" for City review to the Project Manager. The
Contractor Request to File Project Notice of Termination is included in Appendix D of the City's
CSWMP. Upon completion of construction and City approval of the "Contractor Request to File
Project Notice of Termination",the Contractor may submit their NOT thereby shifting
responsibility for final stabilization to the City. The NOT serves as notification that construction
activities with a potential to release pollutants are complete and that the construction site is
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CSWMP-Appendix A_Revised July 2,2013.doc
stabilized, and that stormwater inspections and documents are complete and accurate in
accordance with the provisions of the CGP.
END OF PROJECT DOCUMENTATION
Before the City accepts the project and before final payment, contractor must supply the City
with a copy of all storm water management documentation associated with the project including
the field copy of the SWPPP, completed inspection forms and any other documentation to meet
the requirements of the CGP. The copies must be in color, 3 ring hole punched and inserted into
a hard cover three ring binder,and must follow the formatting of the EPA SWPPP template.
PAYMENT
During each estimate period the Contractor fails to conform to the provisions in this section,
"Water Pollution Control," or fails to implement water pollution control practices the City may
withhold payment.
The contract price presented in the schedule of values for preparing and implementing the storm
water pollution prevention plan shall include full compensation for furnishing all labor,
materials,tools, equipment, and incidentals and for doing all the work involved in preparing,
obtaining approval of, and amending the SWPPP, as specified in the Standard Specifications and
these special provisions, and as directed by the City or City's Duly Authorized Representative.
The contract price is a fixed price and any changes to the project for additional storm water
pollution prevention to comply with the CGP after the start of construction will be at the
Contractor's expense. The contract price shall be itemized and stated as in "Measurement and
Payment"parts of Division 1000 of the ISPWC.
Payments for storm water pollution prevention will be made as follows:
A. Upon City approval of the SWPPP and a preconstruction SWPPP Inspection with a
Project Compliance rating of 1, 50 percent of the contract item price for storm water
pollution prevention may be included in Contractors progress payment request.
B. Upon City acceptance of the project,the remaining 50 percent of the contract item
price for storm water pollution prevention may be included in Contractor's progress
payment request.
Implementation of water pollution control practices in areas outside the project limits not
specifically provided for in the SWPPP or in these special provisions will not be paid for.
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CSWMP-Appendix A_Revised July 2,2013.doe
APPENDIX B
IDAHO DEPARTMENT OF TRANSPORTATION
PERMIT
Eagle Road Water Main Crossing Lining
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YOUR Safety o o o > YOUR Mobility o o o > YOUR Economic Opportunity
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District 3 Right-of-Way Encroachment Permit Cover& Inspection Form
CITY OF MERIDIAN PERMIT# 3-26-162-U
5272 W. IRVING ST. ROUTE SH-55
BOISE,ID 83706 MILE POINTS 36.54-37.2
EXPIRATION 10/08/2026
ITD INSPECTOR CONTACT:
PRIMARY CONTACT Joni Parks cell 208-781-3108 or joni.parks@itd.idaho.gov
SECONDARY CONTACT Zeb Jerman- Cell 208-642-7699, or zeb.jerman@itd.idaho.gov
Description of Work: Meridian City water main lining with 1 ITD full lane patch back.
Email Permit number and route start date request a minimum 5 business days in advance to the above ITD
contact. Email correspondence shall reference the permit number in the subject line. Keep email of approved
start date onsite with permit. If needed, request to meet on-site to review the project and permit
requirements.
• Submit material certification prior to placement.
• Submit Mix designs for asphalt/concrete, if applicable, 14 days in advance to ITD for review and
approval.
• It is expected that the traffic control will be set up per the approved traffic control plan to ensure
both public and workers safety. In the event an inspection is done and the traffic control setup does
not meet the approved traffic control plan, the permit holder will be asked to fix the discrepancies. If
the permit holder fixes the traffic control, this will be considered a warning. If another inspection
happens and the traffic control setup does not meet the approved traffic control plan again, the permit
will be pulled until a meeting can be held with all parties to fix the discrepancies. Possible discussion
points at the meeting would be what steps the permit holder will do to ensure the discrepancies will
not happen again, and possibly what, if any, funds will need to be added to the permit to cover
additional permit inspection costs. If required, the inspection costs could be as much as $400 per week.
Prior to completion:
• Prepare all required documentation, including As-Built submittals.
• Send a notification email to the ITD Foreman that work is complete and schedule to meet on-site for
Inspection, all documentation must be available for inspection, list permit number on each sheet
ITD Use Only:
❑Yes ❑No Was Traffic Control Set up and Removed per plan
❑Yes ❑No Did you receive contact information for emergencies
As ITD's representative, 1 accept that the work was completed.
ITD Authorized Representative Signature Date
X
/ t9RXp
*f Your Safety • Your Mobility • Your Economic Opportunity
District 3 General Provisions
Work time restrictions&Temporary Traffic Control (TTC):
Night Work Only- lane closures or restrictions will be between the hours of 10pm and 5am only.Traffic control shall be removed
with lanes open by 5am. Hours may be modified by the area Foreman
❑ Yes-District 3 has accepted a TTC plan with the issuance of this permit.
® No-TTC plan has not been accepted and must be submitted for acceptance prior working in ITD right-of-way
❑ NA—TCP not required for this permit. Permitting existing/non-conforming approach
Positive separation shall be used within the clear zone when trench depth is more than 2 feet deep.
Traffic Control must be erected and maintained to meet: Manual on Uniform Traffic Control Devices(M.U.T.C.D)and Work Zone Safety
and Mobility program, both as adopted by the State of Idaho. TTC plan must be on-site and available for inspection during traffic
control set up and removal. Hours may be modified by ITD Foreman or his assigns.
Notice of Responsibility:
• Issuance of permit shall serve as a temporary permit to construct and does not constitute approval or acceptance.
• Permittee shall be responsible to contact ITD as shown in permit packet.
• Final acceptance for approaches and public streets shall be by signed inspection with supporting documentation.
• Final acceptance for all other encroachments shall be determined after work has been completed as acceptable by ITD.
• All permit work is subject to required documentation and/or inspection.
• Permit is not exclusive and shall not prohibit the State from using any of its highways, streets, or public places or affect its
right to full supervision and control over all or any part of them.
• ITD may revoke, amend, amplify, or terminate permit or any of the conditions herein enumerated if the permittee or its
contractors fails to comply with any or all of its provisions, requirements,or regulations as herein set forth or through willful
or unreasonable neglect,fails to heed or comply with notices given, or if the approach, structure, or subject herein granted
is not installed or operated and maintained in conformity herewith.
511 Traveler Information
email ITDD3-511ReportNotification@itd.idaho.gov , (cc) the ITD contact on the front page and itdd3permits@itd.idaho.gov
Include in subject line ITD permit#, inform of: dates of work, start time, end time, route affected, mile points, direction of travel for
lane closure,type of traffic control,additional comments.
Safety&Work Zone Practices
All operations shall comply with ITD- Work Zone Safety and Mobility program as adopted by the State of Idaho,(OSHA)regulations as
enacted by The United States Department of Labor Occupational Safety and Health Administration, and MUTCD. All workers within
the highway right-of-way who may be exposed either to traffic or to construction equipment within the work area shall wear high-
visibility reflectorized safety apparel that is intended to provide conspicuity during both daytime and nighttime usage,and meets the
Performance Class 2 or 3 requirements of the ANSOSEA 107-2004 publication and MUTCD(6E.02).
Damages
The Permittee shall be responsible for damages caused during permit activity and guarantee workmanship for 2 years after
completion.Damages must be reported to the area Foreman immediately. Repairs shall be made by the permittee as directed by the
ITD authorized representative at no cost to the Department. If the permittee fails to make the necessary repairs,the Department will
make the repairs and bill the permittee. No new permits shall be issued to the permittee until such claims have been settled.
Expeditious
Prior to beginning construction within State right-of-way, sufficient labor, material and equipment shall be at the job site to
expediently complete the project.Completion shall not be delayed by work planned or otherwise scheduled to be completed outside
of the State right-of-way and should be planned and coordinated independently. All ITD permitted work shall be completed and
available for final inspection within 30 days from commencement. Work that cannot be completed within 30 days, or expediently as
determined by ITD, shall have a critical path timeline prepared by the permittee for ITD review and acceptance prior to
commencement.
Addendums
Any addendum "change order, alteration or modification" to this permit or any of its terms or conditions, must be authorized and
signed by an ITD authorized representative. Addendum shall be on-site and available for inspection (with original permit) during
construction activities.Addendum will be filed on record along with permit at ITD District 3 Traffic Section.
Rev.May 2018, Idaho Transportation Department—District 3,8150 Chinden Blvd,Boise,ID,83714,phone(208)334-8300
0ii
ITD2105,Rev.3-2023 Supplemental Material and Excavation Requirements ITD Use Only
For Permits in the State Right of Way Permit#
Permittee MUST also follow the General Requirements and other applicable supplemental requirements.
From IDAPA 39.03.42 Rules Governing Highway Right-of-Way Encroachments on State Highway Rights-of-Way,and ITD Specifications,Policies&
Procedures.
Excavation&Paving:Requirements apply to work under ITD encroachment permit that includes any operation in which earth, rock,or other
material in the ground is moved or otherwise displaced by any means including, but not limited to: location and installation of utilities,site
preparation,approach/roadway construction,grading,trenching, boring, landscaping, and restoration.
Specification - All work within ITD right-of-way shall be in accordance with Idaho 2023 Standard Specifications for Highway
Construction,supplemental, latest editions,excepting the details listed within.
Construction—Shall be in accordance with accepted stamped engineered drawings ordrawings referencing ITDstandard drawings to the
specification listed above.Contact ITD for any conflict in plans,all work shall meet the satisfaction of the ITD, District Engineer.All costs
associated with permit are at the expense of the permit holder. ITD will not pay or reimburse costs associated with work completed under
encroachment permit.
As-Built drawings
Subject to all ITD encroachment permits-shall apply when work consists of the exposure, installation,or modification of pipe, conduit,
cable,or other utility conveyance.Overhead utilities are excluded from this requirement except for new pole or structure placement.
Compaction effort is also included with this submittal where 3rd party reporting is not required.
• Document precise location any utility placed or encountered within work area. Reference utility location from the highway
centerline or edge of right-of-way, dimension horizontal,vertical and/or depth. Include utility type,size,and quantity.
• Submittals should be as"plan and profile"format,other methods may be accepted with prior authorization.Submittals
may be in the form of: (GIS)geo-referenced spatial data bore logs, drawn/sketched by knowledgeable personnel,or prepared
as-constructed drawings by a licensed Engineer.
• Compaction effort and method:list type of equipment used, number of passes,estimated percentage of compaction.
Certification and Materials
Materials-shall be documented and submitted for approval a minimum of 14 business days prior to the planned placement on form
ITD 0862.
• All materials shall be sourced from an ITD Qualified Vendor. Lists of qualified vendors available upon request.
• Weight tickets shall be provided with each load of material identifying the material type and to certify the material properties.
• Acceptance shall be in accordance with ITD Quality Assurance(QA) Manual.
• ITD will accept materials for use based on the manufacturer's certification in accordance to section 700.
Mix designs-shall be submitted for approval a minimum of 14 business days prior to the planned placement.
Testing&Compaction-when required from the guidelines listed in this provision testing and compaction reports shall be performed by a
3rd party qualified commercial material inspection laboratory, using WAQTC qualified personnel.Certification must be submitted prior to
ITD Final Acceptance.
• In-Place density and moisture content of soil and soil aggregate by nuclear methods shall be required for traveled way paving.
Documented on form ITD 0850
• Small quantities will be accepted by certification per the QA Manual section 270.04 Acceptance of Small Quantities
• Excavation and Embankment shall meet the testing requirements of section 205—Classes of Compaction and Density
Requirements.
• Granular Subbase shall meet the requirements of section 301—Granular Subbase.
• Traveled way paving,intersection paving,and paving at intersection radiuses,cores are required in accordance with Standard
Specification 405.03L for in-place density acceptance.A minimum of one core shall be required for small quantity paving in these
locations.
• Small quantity pavement and soil/aggregate that do not require testing by cores for in-place density or in-place density by
nuclear methods include small patches,utility repairs,residential/field approach,and pavement placed outside the traveled way.
The ITD Engineer may elect to require samples and tests for small quantities at any time.
• All testing shall be documented with field or test reports and submitted to the permit coordinator. ITD retains the right to
perform confirmation testing.
Excavation-Inside Roadway Prism
DESCRIPTION:This work shall consist of excavating along or within the engineered/structural portion of the highway(see Roadway Prism)
backfilling and compaction of the excavated area,restoring the paved surface;and then restoring other disturbed areas to their original
condition.
Materials—see Certification and Materials, Lean Concrete Backfill, Earthwork and Bases,Surface Courses and Pavement
CONSTRUCTION REQUIREMENTS:
Backfill-Lean Concrete Backfill (see lean concrete backfill)shall be required unless prior acceptance has been authorized and
documented by ITD.
Lean Concrete shall be placed so as to avoid segregation of the mixture.The material shall be allowed to set for a minimum of 2 hours
before the permanent Hot Mix Asphalt surfacing is placed. No compaction,vibration or finishing is required for lean concrete.
Excavation-Outside Roadway Prism
DESCRIPTION: This work shall consist of excavating outside the engineered/structural portion of the highway(see Roadway Prism)
backfilling and compaction of the excavated area;then restoring other disturbed areas to their original condition.
MATERIALS—see Certification and Materials and ITD Standard Drawings as attached
CONSTRUCTION REQUIREMENTS:
Compaction—The use of sufficient compaction effort and equipment shall be documented on As-built drawing submittal.Compaction shall
be sufficient to avoid settlement for a period of 2 years.
Backfill—typically native soil however shall conform to the more restrictive of:accepted engineered stamped plans,ITD Roadway Plan
Sheet, or as directed by the ITD. Note:Super Elevated or curved embankments may have special requirements of the ITD Engineer.
Excavation in areas that include inside and outside the roadway prism shall conform to the specification at each respective location.
Bell-Holes&Pot-Holes
Description:-This work shall consist of excavating for the locating of utilities;
Restoration shall conform to the detail specifications of Excavation Inside/Outside Roadway Prism.The Permittee shall be responsible for
any defect in the restoration at the pot-hole location for a period of two years. The maximum allowable settlement shall be%inch as
measured with a 10 foot straight edge.
Pot-Holes are defined as twelve inches by twelve inches(12"X12")and smaller.
Bell-Holes are defined as a hole larger than twelve inches by twelve inches(12"X12"),but less than five feet by six feet(5'X6').
Lean Concrete Backfill
Lean Concrete Backfill shall conform to these approximate materials proportions for 1 cubic yard:
Portland cement:94 lbs.
Coarse Aggregate for Concrete-Size 1:2,600 lbs., per subsection 703.02:
Fine Aggregate for concrete:800 lbs. per subsection 703.02
Water:30-46 gallons.Water content given is a maximum and may be reduced. Care shall be taken to assure that excess water is not
present in the mixing drum prior to charging the mixer with materials.Thorough mixing will be required prior to discharge.
Earthwork and Bases sections 200-300
Materials&Testing—see Certification and Materials
Minimum depth 0.5'(6")—%-inch Untreated Aggregate type"A"or"B"
Minimum depth 1.45'(17 13/32")—Granular Sub base
Geotextile(filter fabric)shall be placed between the subgrade and the subbase in accordance to section 718.07 the geotextile shall be Type
III
Construction notes:
Excavate soft spot material and repair soft spots so the subgrade meets compaction and density for Class A compaction as specified in
205.03 F
Surface Courses and Pavement section 405
Materials&Testing-see Certification and Materials
Minimum depth .45'-Superpave Hot Mix Asphalt SP3%2-inch nominal maximum aggregate, using PG 64-34 Binder or better include 0.5%
anti-strip additive in accordance to subsection 405
Construction notes:
1. Pavement density cores shall be required for all traveled way paving.Core samples shall be tested in accordance to 405.03L(includes
traffic lanes and shoulders)excludes:approaches where traffic lanes are not included and pavement placed outside the traveled way.
Additional locations for samples may be required at the discretion of the ITD Engineer.
2. Removal of existing pavement within wheel path shall require a full lane-width repave$(12'min.)to a length sufficient to achieve
surface smoothness conforming to Section 405—Superpave Hot Mix Asphalt.
3. Repave of excavated trench shall be a minimum 15'in both directions(15')H(15')of the traveled way measured from the trench wall,
and shall extend beyond the wheel path at intersections and turn lanes.
4. Surface smoothness will be checked with a 10'straight edge to verify it conforms to Section 405—Superpave Hot Mix Asphalt.The
contractor shall be required to repair any areas to meet the required surface smoothness.
5. Existing plant mix shall be saw-cut to neat lines; no wheel or jackhammer cutting shall be permitted.The sawed joints shall be
perpendicular and longitudinal to centerline of the roadway with exception to"curb return" radii may be cut to neat 45 degree angles.
6. The longitudinal joints shall be located close to a lane line,after final striping,and shall not be located in the wheel path areas of the
lane(s).
7. Prior to the placement of Hot Mix Asphalt, any temporary base or plant mix shall be removed, replaced with new material, and
compacted to achieve the specified depths.
8. Treat the entire cut face of existing plant mix with a tack coat in accordance to section 401 and 405.031
9. Superpave Hot Mix Asphalt shall be placed in accordance with Section 405.
10. Joining new asphalt to existing pavement(pave-back)should be keyed to avoid a vertical split or separation in pavement.
11. Temporary cold-mix asphalt surfacing may be used in conjunction with the lean concrete backfill to accommodate traffic within the
first two(2) hours of backfill placement, prior to completing the permanent repair.
12. At the Contractors option,the trench may be temporarily filled with lean concrete backfill to the level of the adjacent pavement to
accommodate traffic until permanent patching can be accomplished.The lean concrete backfill shall be removed to the level of the
bottom of the base course prior to placing the permanent base and Superpave Hot Mix Asphalt.
13. Superpave Hot Mix Asphalt patching shall be completed within 24 hours after completing base course compaction.Traffic shall not be
allowed on the permanent backfill or base prior to paving.
14. The permanent repair shall be completed within 48 hours, unless other arrangements have been made with ITD, District Three-
Operations Manager.
Additional Notes:
1. Bedding Material—Bedding material shall consist of W Untreated Aggregate for Base,Type"A". It shall be placed as shown in the
attached typical section or in layers at a maximum lift thickness of 6 inches and in accordance with ASTM D2321.
2. Geotextile(Filter Fabric)—Geotextile shall be accepted in accordance to section 718. If geotextile(filter fabric) is encountered while
excavating,work shall cease,the ITD area maintenance Foreman shall be notified.The geotextile shall be required to be repaired.The
repair shall consist of cutting out and replacing all the damaged material.The new geotextile material shall overlap the existing material a
minimum of two (2)feet and be properly attached to the existing material.
3. Markers are required at each Right of Way line for all crossings,and at 500'intervals for utilities buried along the shoulder.Closer
spacing will be used in urban areas. Plastic ribbon is required in addition to the markers and should be installed at least one foot above the
utility being marked. Plastic ribbon is not required on crossing where the utility is jacked under the roadway
4. Structure Excavation—Excavation shall meet the requirements of Section 210—Structure Excavation and Compacting Backfill.
Material shall be removed from the trench as shown in the attached typical section.
5. Trenches/Splice Pits shall not be left open or exposed overnight without proper traffic control and safety devices in place.
6. Monuments-Idaho Statute 54-1234 If any person shall willfully deface,injure or remove any signal,monument,building or other
object set as a permanent boundary survey marker by a registered,professional land surveyor,he shall forfeit a sum not exceeding five
hundred dollars($500)for each offense,and shall be liable for damages sustained by the affected parties in consequence of such defacing,
injury or removal,to be recovered in a civil action in any court of competent jurisdiction.Idaho Statute 18-7021 Every person, not the
owner thereof,who willfully mars,disfigures breaks or otherwise injures,or molests, removes or destroys,any work of art, monument,
landmark, historic structure,shade tree,shrub, ornamental plant, or useful or ornamental improvement, is guilty of a misdemeanor.
7. Landscaping-The permit holder shall return to original condition and re-seed all areas disturbed. Berms and/or fences will not be
permitted.Only flowers,grasses and shrubs with a mature height not to exceed three(3)feet or trimmed with no sight obstructions
between three(3)feet to five(5)feet in areas with a posted speed limit of 35 M.P.H or less, and three(3)feet to seven(7)feet in areas
with a posted speed limit above 35 M.P.H.will be allowed within the sight triangle at corners and the safety clear zone of the State Highway.
Landscaping shall be short enough or trimmed so it doesn't interfere with State Highway signs. No rocks over four(4) inches maximum
size.Sprinkler heads shall be no closer than five(5)feet from the pavement edge and adjusted to not cause water to cover any part of the
highway surface. IDAPA Rule 39.03.42,#13. Drainage, B. Landscaping irrigation systems shall not disturb,obstruct,or add to the normal
drainage patterns of the State highway right-of-way. No new ditches shall be constructed without prior approval. Landscaping,farming,
and irrigation systems shall not interfere with utility installations,removals,or operations.
References and Standards Publications
Idaho 2023 Specification for Highway https:Happs.itd.idaho.gov/apps/manuals/SpecBook/SpecBook23.pdf
Construction
ITD 2018 Quality Assurance Manual https:Happs.itd.idaho.gov/apps/manuals/QAm/QA Searchable 2018.pdf
Idaho Guide for Utility Management http://apps.itd.idaho.gov/apps/manuals/UtilityMgmt/gum cover.pdf
ITD manuals http://apps.itd.idaho.gov/apps/manuals/manualsonline.html
Digline http://www.digline.com/
OSHA https://www.osha.gov/
° ITD 2106,Rev.3-2023 General Requirements for All Encroachment Permits in the State Right of Way
- Permittee MUST also follow all applicable Supplemental Requirements
From IDAPA 39.03.42 Rules Governing Highway Right-of-Way Encroachments on State Highway Rights-of-Way,and ITD Policies&Procedures.
1.A paper or digital copy of the permit,including the Traffic Control Plan and all attachments must be at the work site while work is in progress(digital copies
must be downloaded so that they are accessible even where there is no cell service or internet).Any addendum,change order,alteration,or modification to this
permit or any of its terms or conditions must be authorized and signed by an ITD representative and must be on-site and available for inspection (with original
permit)during construction activities.All addendum become part of the permanent permit record.
2.Once the permit is approved,the permittee must notify ITD five(5)working days before starting the permitted work. If plans change,the permittee must
notify ITD again 5 days before starting the permitted work. No work will begin until an authorized representative of ITD gives the permittee permission to begin
work.Work must be completed within one(1)year and once work begins,it must be completed within thirty(30)days.At the discretion of the District Engineer,a
one-time extension, no more than six(6) months,may be granted if a written request is received from the permittee before the expiration date. If the permitted
work does not begin within one year of permit issue date, ITD will send notice that the permit is void.The permittee must submit a new application to continue.
3.All work within the State Highway Right-of-Way must observe and comply all applicable laws,ordinances,regulations,orders and decrees and with government
and industry standards,including Americans with Disabilities Act,regulations as enacted by The United States Department of Labor Occupational Safety and
Health Administration(OSHA),and the current ITD Traffic Control requirements and ITD Work Zone Safety and Mobility Policy(Copies are available from ITD upon
request). The permittee is responsible for obtaining all other necessary permits and approvals before to starting work. ITD may request documentation of the local
jurisdiction's land-use approval.
4.The permittee must provide all material, labor,and equipment involved in the permitted work including furnishing drainage pipe,curb,gutter,concrete
sidewalk,etc.,where required.All materials must be sourced from an ITD Qualified Vendor. Lists of qualified vendors available upon request. Before beginning
work sufficient labor,materials and equipment must be at the job site to efficiently complete the project.
S. Idaho Statute Title 55,Chapter 22,Section 55-2205c through 55-2210 requires that if any excavation is involved,the applicant must notify the One Number
Notification Service by calling 8-1-1 at least two business days and not more than 10 business days before starting excavation.Go to http://www.digline.com for
more information. Digline will not notify ITD to mark facilities!There may be ITD owned underground facilities present within the permit work area.The contractor
must request locations of buried utility facilities owned by the State by contacting the District Traffic Signal Foreman,and by contacting the Area Foreman for all
other ITD facilities(contact information will be provided in the permit approval letter).All known facilities must be marked before excavation takes place.
6. ITD approved Traffic Control must be in place and maintained during work and meet the most current editions of:ITD Traffic Control Requirements,the Manual
on Uniform Traffic Control Devices(MUTCD).The Traffic Control Plan (TCP) must be on-site and available for inspection while traffic control is in place,and during
set up and removal.Violations of the TCP or MUTCD requirements may result in immediate shut-down of the permitted work and revocation of the permit.
7.All utilities must be installed under culverts.Work done under this permit must be constructed in a way that does not cause water to flow onto the roadway or
shoulder and must not interfere with the existing drainage on the State Highway System or any nearby drainage systems.
8. ITD may inspect the materials and workmanship during construction and upon completion to determine that all terms and conditions of the permit are met.
Inspectors are authorized to enforce the conditions of the permit during construction and to stop any activities within state Right-of-Way that do not comply with
the requirements of the permit,that conflict with current pr future highway construction or maintenance work,or that endanger highway property,natural or
cultural resources protected by law,or the health and safety of workers or the public.Any encroachment that is found not in compliance with the requirements of
the approved permit may be required to be modified, relocated,or removed at the sole expense of the permittee upon written notification by the District Engineer
or authorized representative.The permittee must reimburse ITD at industry standard rates for additional inspection required to ensure permit compliance.
9.Upon completion of the permitted work,at the permittee's expense,the Right-of-Way must be restored to original condition or better the satisfaction of ITD
including the removal of all trash and debris, repair of any and all damage,correction of any interferences with highway drainage,restoration of survey
monuments and traffic control devices,and all required grading and seeding. If the permittee fails to make the necessary repairs,the Department will make the
repairs and bill the permittee.
10.All permitted work must be completed and available for final inspection within thirty(30)days after construction begins,unless otherwise written in the special
provisions of the permit.After construction is completed the permittee must notify the ITD Maintenance Foreman for final inspection. The contact information for
the foreman will be included in the permit approval letter.Permit will be considered temporary until final approval by ITD. ..._ ,._.......__ ...—... .... ... ...
_
11. ITD reserves the right to add,remove,modify,repair,or relocate any encroachment(s)or item(s)within the Highway Right-of-Way which currently exists or
has been authorized by this permit,to accomplish the relocation,reconstruction,widening,or maintenance of the highway and/or to improve safety or mobility on
or adjacent to the highway system.Any change or removal will be made at the sole expense of the permittee,or its successors.All such modifications,relocation,
or removal by the permittee will be done in such a way that will cause the least interference with the traveling public or any of the ITD's work.
12.The Permittee will be responsible for damages caused during permit activity and guarantee workmanship for two(2)years after completion. Damages must be
reported to the area Foreman immediately. Repairs shall be made by the permittee as directed by the ITD authorized representative at no cost to the Department.
If the permittee fails to make the necessary repairs,the Department will make the repairs and bill the permittee.No new permits shall be issued to the permittee
until such claims have been settled.
13.ITD may revoke,amend,amplify,or terminate this permit or any of its conditions if the permittee fails to comply with any or all of its conditions,requirements,
or regulations or through willful or unreasonable neglect,fails to heed or comply with notices given by ITD,or if a utility,approach,or other item is not installed
or operated and maintained according to the permit requirements.
14.After the permitted work is complete and receives final approval,any modification,addition,repair,relocation,or removal of the encroachment granted by
this permit will require a new permit before beginning work.
0ii
ITD2107,Rev.3-2023 Supplemental Requirements from MUTCD for ITD Use Only
All Permits in the State Right of Way Permit#
Permittee MUST also follow the General Requirements and other applicable supplemental requirements.
From Manual on Uniform Traffic Control Devices for Streets and Highways(MUTCD),IDAPA 39.03.42 Rules Governing
Highway Right-of-Way Encroachments on State Highway Rights-of-Way,and ITD Policies&Procedures.
All flagging personnel will have flagging certification valid in Idaho(some other States are accepted).All traffic control plans will be
prepared and signed by a Traffic Control Supervisor or Professional Engineer.
Traffic Control Plans, including requirements and work hours, may be modified by ITD Foreman or representative.
Equipment or materials must be removed at the end of each shift,especially during winter months when plowing takes place. Parked
equipment and stored materials will be as far from the traveled way as feasible.
If the work requires the traffic control equipment to be left within the right of way when work is not taking place,the equipment must be
delineated and protected with appropriate approved traffic control devices.
Night Work Only-lane closures or restrictions will be between the hours of 10pm and Sam only.Traffic control shall be removed with
lanes open by Sam. Hours may be modified by the area Foreman.
Open trenches and pavement drop-offs will not be left overnight unless properly protected with appropriate traffic control devices.
Positive separation must be used within the clear zone when trench depth is more than 2 feet deep.
Items, excavations, or obstacles within 30 feet of the traveled way will be properly marked and/or protected.
All workers within the highway right-of-way who may be exposed either to traffic or to construction equipment within the work area shall
wear high-visibility reflectorized safety apparel that is intended to provide conspicuity during both daytime and nighttime usage,and
meets the Performance Class 2 or 3 requirements of the ANSI/ISEA 107-2020 publication and MUTCD(6E.02).
MUTCD Section 6E.02 High-Visibility Safety Apparel Standard:
-For daytime and nighttime activity,flaggers will wear safety apparel meeting the requirements of ISEA"American National Standard
for High-Visibility Apparel" (see Section 1A.11)and labeled as meeting the ANSI 107-2020 standard performance for Class 2 risk exposure.
The apparel background (outer) material color will be either fluorescent orange-red or fluorescent yellow-green as defined in the
standard.The retroreflective material will be orange,yellow,white,silver,yellow-green,or a fluorescent version of these colors,and will
be visible at a minimum distance of 300 m (1,000 ft).The retroreflective safety apparel will be designed to clearly identify the wearer as a
person.
-For nighttime activity,safety apparel meeting the requirements of ISEA"American National Standard for High-Visibility Apparel" (see
Section 1A.11)and labeled as meeting the ANSI 107-2020 standard performance for Class 3 risk exposure should be considered for
flagger wear(instead of the Class 2 safety apparel in the Standard above).
Construction traffic control devices will be crashworthy and meet the requirements of NCHRP-350 as follows:
-Category 1 Work Zone Safety Devices; including cones,drums,tubular markers, and delineators will meet the requirements.
-Category 2 Work Zone Safety Devices; including barricades, portable sign stands with signs,vertical panels, Category 1 devices with
auxiliary lights and/or signs, and devices under 100 lbs. (45 kg)will meet the requirements.
-Category 3 Work Zone Safety Devices; including portable signs with hard (plywood,aluminum)substrate,temporary portable concrete
barrier,and all devices exceeding 100 lbs. (45 kg)and/or"expected to cause significant occupant velocity change"will meet the NCHRP-
350 requirements with the following exception:
The permittee shall submit proof of compliance with NCHRP-350 requirements upon request from an Idaho Transportation Department
representative.
-Crash Cushions and Truck Mounted Attenuators will meet NCHRP-350 requirements if purchased AFTER October 1, 1998.All crash
cushions and truck mounted attenuators purchased PRIOR to October 1, 1998 may continue to be used until they complete their normal
service life if they meet NCHRP-230 requirements. Category 4 Work Zone Safety Devices; including portable changeable message signs,
arrow panels,and other trailer mounted devices may be used without attenuation.These devices may be placed behind crashworthy
barriers or shielded with TMA's or crash cushions providing the attenuation does not impair their functionality or create a hazardous
condition
The following items must be labeled on the traffic control plan.
1. Plan must depict actual roadway lanes.
2. The Highway name and side roads must be on the plan sheet.
3. Signs must be labeled with the MUTCD number as well as the sign name.
4. Sign spacing must be labeled in between each sign.
5. Sign size and color must be labeled on plan sheet(48"x 48" Black on Orange).
6. Barrels in the tapers and the spacing between the barrels must be labeled.
7. Tubular markers in the tangents and the spacing must be labeled.
8. Plan must show the posted speed limit for each zone.
9. Plan must show the work Zone.
10. Plan shall be signed and dated by a Traffic Control Supervisor with the certification number and date of expiration on the plan or a Licensed
Engineered Licensed in Idaho.
11. Plan should include End Road Work signs.
""° ITD 2110(Rev.12-22)
a Your Safety • Your Mobility Right-of-Way Encroachment Application
-\ i Your Economic Opportunity itd.idaho.gov
,, °"oEe and Permit - Utilities
ITD Permit Application Number: 03-26-162-U
Applicant Information
Applicant Name Mailing Address
Josh Petrie 2893 S Meridian Rd Meridian, ID 83642
Email Phone Alternative Phone
jpetrie@civilsurvey.net 208-888-4312
' - • 0 1•
❑ New Installation 0 Upgrade ❑ Relocation ❑ Repair/Replacement ❑ Other
Permit Type ❑ Gas 0 Water ❑ Cable ❑ Telephone ❑ Electric ❑ Sewer ❑ Fiber Optic ❑ Other
❑ Overhead ❑� Underground ❑ Overhead and Underground Both Involved
Installation ❑Jack 0 Bore 0 Pavement Cut 0 Trench ❑ Casing ❑ Plow ❑ Other
Method
County Highway Number
Ada I-84, SH-55
1st Highway 2"d Highway 3rd Highway
Beginning Ending Beginning Ending Beginning Ending
Milepost Milepost Milepost Milepost Milepost Milepost
44.5 44.5 36.6 37.9
Section, Township, Range
Location 8-9, 16-19 3N 1 E
Distance to Center of Road (ft) Distance to Right of Way Line (ft)
0
Distance to Edge of Pavement (ft) Distance to Right of Way Width (ft)
0
Angle of Crossing (Degrees) Vertical Clearance (ft) Depth (in)
90 60
Potential (V, KV) Pipe Size (in) Pressure (psi)
Facility 12 80
Specifications Structure Attachment Type (Requires Bridge Approval)
Work Order Planned Start Date Planned End Date
ITD Permit Application Number: 03-26-162-U
7Co!nstruction Contractor Company Name
lic Bid
Phone Number E-Mail Address
Traffic Control Contractor Company Name
TBD at Public Bid
Phone Number E-Mail Address
List any conditions of approval
Permit for City of Meridian Water main pipe lining
Authorization
Company Name Authorized Representative Phone Number E-Mail Address
City of Meridian Josh Petrie 208-888-4312 jpetrie@civilsurvey.
net
Mailing Address
2893 S Meridian Rd Meridian, ID 83642
Property Owner/Authorized Representative's Signature Date
September 12, 2025
Local Government Title Name E-Mail Address
Local Government Signature Date
ITD Authorized Representative's Title Name
PC Josh Nopens
ITD Authorized Representative's Signature Date
October 9, 2025
ITD Permit Application Number: 03-26-162-U
Key Number 7F-327l
oject Number Beginning Station Ending Station
(44)
Segment Roadway Type Number of Lanes
001990 Urban 7
❑ Inspection Fee Required $ ❑ Performance Bond Required $
ITD Permit Application Number: 03-26-162-U
GENERAL REQUIREMENTS
1. No work shall commence until the permittee is given notice to proceed by an authorized
representative of the Department. The permittee shall notify the Department five (5)working days
prior to commencing the permitted work or as otherwise approved. This permit is valid for one year
and SHALL BE VOID if all work is not completed and as-built drawings submitted, and the
Department has not been contacted to make final inspection for approval within one year of the
issuance date.
2. The permittee shall observe and comply with all applicable laws, ordinances, regulations, orders and
decrees. By signing this permit, the permittee, his designated representative or successors, agree to
indemnify, save harmless, and defend regardless of outcome the State from the expenses of and
against all suits or claims, including costs, expenses, and attorney fees that may be incurred by
reason of any act or omission, neglect, or misconduct of the permittee or its contractor in the design,
construction, and maintenance or use of the facility covered by this permit. The permittee is
responsible for obtaining all other necessary permits and approvals prior to starting work. The
permittee must adhere to Idaho Code 55, Chapter 22, "Underground Facilities Damage Prevention,"
prior to any excavation work.
3. During the progress of all work, traffic control devices shall be erected and maintained as necessary
or as directed for the protection of the traveling public. All utility companies, or contractors working
for utility companies, are required to identify the name of the utility company at the work site. All
traffic control devices shall conform to the Manual on Uniform Traffic Control Devices for Streets and
Highways (latest edition adopted by the Department) and all other Department requirements. All
flagging personnel shall have flagging certification valid in Idaho (some other State's are accepted).
All traffic control plans shall be prepared and signed by a Traffic Control Supervisor or Professional
Engineer.
4. All utilities shall be installed under culverts.
5. Except as herein authorized, all underground crossings shall be bored orjacked.
6. Parked equipment and stored materials shall be as far from the traveled way as feasible. Items,
excavations or obstacles within 30 feet of the traveled way shall be properly marked and/or
protected.
7. Upon completion of the permitted work, the permittee shall restore the site to original condition or
better at no expense to the Department. Restoration includes, but is not limited to, repair of any and
all damage, correction of any interferences with highway drainage, restoration of survey
monuments and traffic control devices, and all required grading and seeding. All rubbish and debris
shall be immediately removed from the work area, to the satisfaction of the Department.
8. The permitted work shall be subject to inspection at any time by the Department. The Department
shall be reimbursed by the permittee for any additional inspection required under the Special
Provisions of this permit. All work shall be in conformity with the permit requirements including
location and depth or height, and current government and Industry standards. The permittee shall
provide satisfactory evidence to the Department that the work was performed, and the utility
located, as required by this permit.
9. A copy of this permit, complete with special provisions, plans and traffic control requirements, shall
be kept at the work site at all times when work is in progress.
10.This permit shall not be deemed or considered an exclusive right, and shall not prohibit the
Department from using any of its highways, streets, or public places or affect its right to full
supervision and control over all or any part of them, none of which is hereby surrendered. This
permit shall not prohibit the Department from granting other permits or franchise rights of like or
other nature to other public or private utilities. The Department reserves the right to make at any
time such modification, addition, repair, relocation, or removal of an existing encroachment(s) or its
appurtenances or any encroachment(s) or subject(s) authorized by this permit within the highway
right-of-way as may be necessary to permit the relocation, reconstruction, widening, and
maintenance of the highway and/or to provide proper protection to life and property on or adjacent
to the highway. Said change or removal shall be made at the sole expense of the permittee, or its
successors and assigns. All such modifications, relocation, or removal by the permittee shall be done
in such a manner as will cause the least interference with the traveling public or any of the
Department's work.
11.The Department may revoke, amend, amplify, or terminate this permit or any of the conditions
herein enumerated if the permittee fails to comply with any or all of its provisions, requirements, or
regulations as herein set forth or through willful or unreasonable neglect, fails to heed or comply
with notices given, or if the utility herein granted is not installed or operated and maintained in
conformity herewith.
12.The permittee shall maintain at its sole expense the structure or subject for which this permit is
granted.
13. If trench or pavement settlement should occur, or any other kind of displacement, due to the work
covered under this permit, within two years from the date of installation, repairs shall be made by
the permittee as directed by the ITD Authorized Representative at no cost to the Department. If the
permittee fails to make the necessary repairs, the Department will make the repairs and bill the
permittee. No new permits shall be issued to the permittee until such claims have been settled.
14.Any modification or addition to, or removal or relocation of, work granted by this permit may require
a new permit for approval by the ITD Authorized Representative. All work within the highway right-
of-way shall be documented on as-built drawings and submitted to the District within 30 days of
completion of work.
ITD Permit Application Number: 03-26-162-U
Site Map
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APPENDIX C
PROPERTY OWNER RELEASE FORM
Eagle Road Water Main Crossing Lining
CITY OF MERIDIAN
PROPERTY OWNER RELEASE FORM
Property Owner Name:
Property Address:
CONTRACTOR CERTIFICATION
, hereinafter referred to as "CONTRACTOR", entered into an
Agreement with the City of Meridian, hereafter referred to as "CITY", to perform and furnish all
services and work in association with the City of Meridian project
CONTRACTOR review of the completed restoration work effort was performed on Day of
, 2026 at (P.M.) (A.M.).
It is my opinion the area has been satisfactorily restored to a condition equal to or better than condition
prior to construction.
Authorized Contractor Signature Date
PROPERTY OWNER RELEASE
I, (property owner's name), have reviewed the
CONTRACTOR'S restoration work operation on the subject property and it has been performed to a
satisfactory condition, including,but not limited to:
• Backfill and compaction
• Repair/replacement of items damaged by CONTRACTOR
• Removal of construction debris including rocks and stones
• Utility repair
• Surface restoration completed
• Irrigation/drainage conveyance systems functional
Property Owner Name (Printed)
Property Owner Name (Signature) Date
Eagle Road Water Main Crossing Lining
CPPROVED FOR CONSTRUCTION
plans and/or specifications have been reviewed for compliance
eridian City Standards and Specifications.This review does not
e the owner,engineer,or contractor of the responsibility to design
and/or construct those facilities in compliance with all current
applicable federal,state,and local laws,rules,regulations,ordinances,
development agreements,specifications,orders of approvals,all of
which the City retains the right to enforce.Inconsistencies not noted by
City staff shall not be construed as approved unless specifically
addressed in writing by the City.Any proposed revision to these plans
must be submitted for review and compliance with the Meridian City
Standards and Specifications before sa:d revision is constructed. 0��(�b J
Name Codee Neider
Permit Number LD-CAP-2025-0008C Q t--
ITY F M R1 IAN
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CON TR CTION PLAN
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As halt Repair P P •
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TRAFFIC CONTROL SHALL BE REMOVED AND
LANES OPEN BY 5 AM.
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W •� CONTRACTOR SHALL BE RESPONSIBLE FOR
CONTACTING AND HIRING A PRIVATE UTILITY
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INTERSTATE 84 CROSSING
NOTE: COORDINATES SHOWN WERE ESTABLISHED FROM THE NAD 83 IDAHO STATE PLANE MODIFIED TO DATE: OCTOBER 2025
THE ADA COUNTY H.A.R.N. SURVEY. ALL ELEVATIONS ARE BASED ON THE NAVD 88 DATUM. DRAWING: SHT01-25009
CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING AN IDAHO P.L.S. REFERENCE AND REPLACE Know what's beIOW. JOB NO: 25009
ALL DISTURBED LAND MONUMENTS. Call before you dig.
SHEET 1 OF 10
APPROVED FOR CONSTRUCTION
These plans and/or specifications have been reviewed for compliance
with Meridian City Standards and Specifications.This review does not
relieve the owner,engineer,or contractor of the responsibility to design
and/or construct those facilities in compliance with all current
applicable federal,state,and local laws,rules,regulations,ordinances,
development agreements,specifications,orders of approvals,all of
which the City retains the right to enforce.Inconsistencies not noted by [o
City staff shall not be construed as approved unless specifically
addressed in writing by the City.Any proposed revision to these plans
must be submitted for review and compliance with the Meridian City �G� Li O�
Standards and Specifications before said revision is constructed. "!
Name Codee Neider
Date 11/04/25
Permit Number LD-CAP-2025-0008
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CITY OF MERIDIAN STANDARD NOTES: a
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GENERAL CONSTRUCTION
1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any
addendums), Meridian Design Standards, the requirements of the Ada County Highway District (ACHD) and/or the requirements of the Idaho Transportation Department(ITD). The more stringent of any of these standards
shall be the controlling standards or specifications.
2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or readily accessible at all times during construction (available on the website). Failure to have access to a z
current copy of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved. O
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3. The Contractor shall have plans stamped "Approved for Construction" by the City of Meridian on site at all times.
4. All Contractors, Subcontractors and Utility Contractors shall attend a pre-construction conference prior to start of work.
5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on any project without Twenty Four(24) hour prior notice.
6. Contractor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor may not open or close water valves.
7. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials
installed on this project meet the specification requirements set forth in General Construction Note No. 1. Z
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8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving.
9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from the
responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. Z
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10. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction.
11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the Building Division of the Meridian Public Works Department. Any deviation in street light locations from the
approved plans must be approved in writing from the City Engineer. E-4
ROADWAY A
1. All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD or ITD at least twenty-four(24) hours prior to any construction. a*
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2. ACHD or ITD will inspect all work within the public right-of-way to include utility trenches above the pipe zone. A Z 'n N
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WATER Z o= I
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1. Construction of the water system shall conform to the standards in the "Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications referred to in General Construction (Y 0
Note No. 1. W vi a 00
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2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary fora potable water main and �-1 Z rn
non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA w 00 Ld
58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). W
3. The horizontal separation of non-potable services and potable water services or potable water mains shall be a minimum of six (6)feet. Where it is necessary for a potable water main and non-potable water main to cross
with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02
of the Wastewater Rules (IDAPA 58.01.16). 5-1/4" LID, LEVEL WITH CONCRETE OR 1/4" BELOW F
24"Ox6" CONCRETE COLLAR 1-4
4. Place water service lines in a two (2) inch diameter pipe wherever the service line crosses a storm water treatment facility (i.e. seepage beds, drainage swales). ASPHALT OR LAWN SOD FINISHED GRADE 'D
5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. If water service must be interrupted, the Contractor shall coordinate with the Public Works Z
Inspector. F�-1
6. All water pipe shall have six 6 inches of pipe bedding (Type III below the pipe and six 6 inches above the pipe.
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SEWER
1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA 58.01.16)as well as the standards and specifications referred to in General Construction Note No. 1. (2) #4 REBAR HOOPS WITH #4 VERTICALS
OR FIBRILATED CONCRETE
2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary fora potable water main and
non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA LEAVE END OF NIPPLE OPEN, NO CAP
58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16).
3. The horizontal separation of non-potable services and potable water services or potable water mains shall be a minimum of six (6)feet. Where it is necessary for a potable water main and non-potable water main to cross R
with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 2 0
of the Wastewater Rules (IDAPA 58.01.16).
2"0 THREADED GALVANIZED NIPPLE Z ce Z
4. Place sewer service lines in a six (6) inch diameter water class pipe wherever the service line crosses a stormwater treatment facility(i.e., seepage beds, drainage swales). VALVE BOX AND LID PER MERIDIAN STANDARD DRAWING W1 1 LENGTH VARIES Q W W x
TYLER UNION NO. 6855 OR APPROVED EQUAL Q Z O
ADA COUNTY HIGHWAY DISTRICT STANDARD NOTES: W Z
1. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on the plans. The following conditions are listed in Section 6000 of the ACHD Policy Manual. 0 Z
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2. All asphalt match lines for pavement repair shall be parallel to the centerline of the street and shall include any area damaged by equipment during trenching operations. UN O Q
3. If the cumulative damage pavement area exceeds 50% of the total road surface, contractor shall replace the entire roadway surface. O O Z
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4. Contractor shall replace the pavement surface to ensure match line does not fall within the wheel path of a lane. Match line shall only fall in the center or edge of a travel lane. 2"0 OUTLET SERVICE SADDLE WITH EPDXY COATED > W
FACING AND STAINLESS STEEL BAND AND HARDWARE. J
5. Flowable fill or imported material may be required if the native trench material is deemed unsuitable by ACHD inspector, does not meet compaction standards or time is a critical factor. ROMAC 101 NS OR APPROVED EQUAL. 0
6. Any exceptions to these rules shall be pre-approved in writing by ACHD staff before construction begins. COMPACTED BACKFILL TO SUPPORT VALVE BOX Q
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EXISTING PVC HOST PIPE
ANNULAR SPACE LEAK
DETECTION CONNECTION
SCALE: 1"-1'-0"
DATE: OCTOBER 2025
DRAWING: SHT02-25009
JOB NO: 25009
SHEET 2 OF 10
APPROVED FOR CONSTRUCTION
These plans and/or specifications have been reviewed for compliance
with Meridian City Standards and Specifications.This review does not
relieve the owner,engineer,or contractor of the responsibility to design
and/or construct those facilities in compliance with all current
applicable federal,state,and local laws,rules,regulations,ordinances,
development agreements,specifications,orders of approvals,all of
which the City retains the right to enforce.Inconsistencies not noted by
City staff shall not be construed as approved unless specifically
addressed in writing by the City.Any proposed revision to these plans
must be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed. `1�� 0�(�b J
Name Codee Neider
Date f1/04/25
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Permit Number LD-CAP-2025-0008
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DATE: OCTOBER 2025
DRAWING: DESIGN-25009
0 5 10 20 30 JOB NO: 25009
SCALE: 1 rr-10' SHEET 3 OF 10
APPROVED FOR CONSTRUCTION
These plans and/or specifications have been reviewed for compliance
with Meridian City Standards and Specifications.This review does not
relieve the owner,engineer,or contractor of the responsibility to design
and/or construct those facilities in compliance with all current
applicable federal,state,and local laws,rules,regulations,ordinances,
development agreements,specifications,orders of approvals,all of
which the City retains the right to enforce.Inconsistencies not noted by
City staff shall not be construed as approved unless specifically
addressed in writing by the City.Any proposed revision to these plans
must be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed. `1�� 0�(�b J
Name Codee Neider
Date lvoal25
Permit Number LD-CAP-2025-0008 (n Q t-- t�
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EXISTING 12" PVC WATER MAIN HOST PIPE NEW 12"x10" REDUCER, MJXFL EXISTING 12" PVC WATER MAIN
17 8" DUCTILE IRON BLIND FLANGE, INCIDENTAL TO PROJECT.
MAGIC VIEW DRIVE CROSSING 22 12" PVC, AWWA C900, DR18, WATER MAIN, ITEM 401 .4.1 .A.1 . MAGIC VIEW DRIVE CROSSING
WEST SIDE CONNECTION 24 REPLACE EXISTING DUCTILE IRON PIPE WITH PVC PIPE, INCIDENTAL TO PIPE ITEM. EAST SIDE CONNECTION
DATE: OCTOBER 2025
SCALE: 1/2"-1'-0" 25 REMOVE EXISTING CONCRETE VAULT, ITEM SP-3. SCALE: 1/2"-1'-0" DRAWING: DESIGN-25009
1. PROVIDE CONCRETE THRUST BLOCKS PER ISPWC SD-403. 12,l DUCTILE IRON MJXFL ADAPTER, INCIDENTAL TO PROJECT. 1. PROVIDE CONCRETE THRUST BLOCKS PER ISPWC SD-403. TDB NO: 25009
26 1
2. ALL LOCATING WIRE SHALL BE RETAINED AND PROTECTED. ANNU28 NSTALLRONPACE HOSTLPAPE DETECTION
OR I�0 LINER ICNSON PER TALLATION,ETTEM AIL SHEET
40 E 2.4.1 .E.1 . 2 CONTRACTORG WIRE SHALL SHALL REPAIRBALLOCA RETAINED WIRE AND PROTECTED.
DAMAGED. SHEET 4 OF I O
CONTRACTOR SHALL REPAIR ALL LOCATE WIRE THAT IS DAMAGED.
APPROVED FOR CONSTRUCTION
These plans and/or specifications have been reviewed for compliance
with Meridian City Standards and Specifications.This review does not
relieve the owner,engineer,or contractor of the responsibility to design
and/or construct those facilities in compliance with all current
applicable federal,state,and local laws,rules,regulations,ordinances,
development agreements,specifications,orders of approvals,all of
which the City retains the right to enforce.Inconsistencies not noted by
City staff shall not be construed as approved unless specifically
addressed in writing by the City.Any proposed revision to these plans
must be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed. 0�(�b J
Name Codee Neider I O I ��
Date lNl �umb I �- p..
Permit Number LD-CAP-2025-0008 Q
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EXISTING 10" PVC WATER MAIN HOST PIPE
16 REMOVE EXISTING VALVE, INCIDENTAL TO PROJECT.
FLORENCE STREET CROSSING 22 12" PVC, AWWA C900, DR18, WATER MAIN, ITEM 401 .4.1 .A.1 . FLORENCE STREET CROSSING
WEST SIDE CONNECTION EAST SIDE CONNECTION
23 REMOVE EXISTING 8" VALVE, 12"X8" REDUCERS AND 8" PIPE, INCIDENTAL TO PROJECT. DATE: OCTOBER 2025
SCALE: 1/2"-1'-0" SCALE: 1/2"-1'-0" DRAWING: DESIGN-25009
1. PROVIDE CONCRETE THRUST BLOCKS PER ISPWC SD-403. 27 12" GATE VALVE, MJxMJ, ITEM 402.4.1 .A.1 . 1. PROVIDE CONCRETE THRUST BLOCKS PER ISPWC SD-403. JOB NO: 25009
ANNU2. ALL LOCATING WIRE SHALL BE RETAINED AND PROTECTED. 28 NSTALLRONPACE HOSTLPIPE DETECTION
OR IOTO LINER E IINSOTALLATION,PERE HE ITEM TAIL 5401 4.1 .E.1 . 2. ALL LOCATING WIRE SHALL BE RETAINED AND PROTECTED. SHEET J OF 10
CONTRACTOR SHALL REPAIR ALL LOCATE WIRE THAT IS DAMAGED. CONTRACTOR SHALL REPAIR ALL LOCATE WIRE THAT IS DAMAGED.
APPROVED FOR CONSTRUCTION
These plans and/or specifications have been reviewed for compliance
with Meridian City Standards and Specifications.This review does not
relieve the owner,engineer,or contractor of the responsibility to design
and/or construct those facilities in compliance with all current
applicable federal,state,and local laws,rules,regulations,ordinances,
development agreements,specifications,orders of approvals,all of
which the City retains the right to enforce.Inconsistencies not noted by
City staff shall not be construed as approved unless specifically
addressed in writing by the City.Any proposed revision to these plans
must be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed. `1�� 0�(�b J
Name Codee Neider 0 4 �
Date 11/04/25 LPL
Permit Number LD-CAP-2025-0008 Q
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WITH NEW 12" 45° BEND, MJxFL EXISTING PVC WATER MAIN, INCIDENTAL TO LINER ITEM. EXISTING 12" GATE VALVE, MJXMJ O agO
NEW 12" MECHANICAL JOINT RESTRAINT
NEW 12" MECHANICAL JOINT RESTRAINT O6 PRIMUS LINE DN 300/12" MD LINER, ITEM 401 .4.1 .D.1 . NEW 12" MECHANICAL JOINT RESTRAINT > W W
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ANNULAR SPACE LEAK DETECTION O PRIMUS LINE DN 300/12 R1 CONNECTOR, SEE CONNECTION ANNULAR SPACE LEAK DETECTION J C�
CONNECTION. 12" MIN. FROM FITTING DETAIL THIS SHEET, INCIDENTAL TO LINER ITEM. CONNECTION. 12" MIN. FROM FITTING 0 >
LAWN SOD RESTORATION, ITEM SP-2.
14 RETAIN AND PROTECT EXISTING POWER POLE, INCIDENTAL TO PROJECT. W Q
20 EXPLORATORY EXCAVATION, ITEM 303.4.1 .A.3.
NEW 12" MD PRIMUS LINER NEW 12" MD PRIMUS LINER �
EXISTING 12" PVC WATER MAIN EXISTING 12" PVC WATER MAIN HOST PIPE 21 RETAIN AND PROTECT EXISTING PROPERTY PIN, INCIDENTAL TO PROJECT. EXISTING 12" PVC WATER MAIN
28 ANNULAR SPACE LEAK DETECTION CONNECTION PER DETAIL SHEET 2. EXISTING 12" PVC WATER MAIN HOST PIPE
INSTALL ON HOST PIPE PRIOR TO LINER INSTALLATION, ITEM 401 .4.1 .E.1 .
FAIRVIEW AVENUE CROSSING FAIRVIEW AVENUE CROSSING
WEST SIDE CONNECTION EAST SIDE CONNECTION
DATE: OCTOBER 2025
SCALE: 1/2"-1'-0" 0 5 10 20 30 SCALE: 1/2"-1'-0" DRAWING: DESIGN-25009
1. PROVIDE CONCRETE THRUST BLOCKS PER ISPWC SD-403. 1. PROVIDE CONCRETE THRUST BLOCKS PER ISPWC SD-403. JOB NO: 25009
SCALE: 1"=10' SHEET 6 O F 10
2. ALL LOCATING WIRE SHALL BE RETAINED AND PROTECTED. 2. ALL LOCATING WIRE SHALL BE RETAINED AND PROTECTED.
CONTRACTOR SHALL REPAIR ALL LOCATE WIRE THAT IS DAMAGED. CONTRACTOR SHALL REPAIR ALL LOCATE WIRE THAT IS DAMAGED.
CPPROVED FOR CONSTRUCTION
se plans and/or specifications have been reviewed for compliance
Meridian City Standards and Specfcations.This review does not
eve the owner,engineer,or contractor of the responsibility to design
and/or construct those facilities in compliance with all current
applicable federal,state,and local laws,rules,regulations,ordinances,
development agreements,specifications,orders of approvals,all of
which the City retains the right to enforce.Inconsistencies not noted by
City staff shall not be construed as approved unless specifically
addressed in writing by the City.Any proposed revision to these plans
must be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed.
6
Name Codee Neider
Permit Number LD-CAP-2025-0008
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OPRIMUS LINE DN 300/12" R1 CONNECTOR, SEE CONNECTION
DETAIL THIS SHEET, INCIDENTAL TO LINER ITEM.
13 LAWN SOD RESTORATION, ITEM SP-2.
28 ANNULAR SPACE LEAK DETECTION CONNECTION PER DETAIL SHEET 2.
INSTALL ON HOST PIPE PRIOR TO LINER INSTALLATION, ITEM 401 .4.1 .E.1 . Z
NEW 12" FLxMJ ADAPTER
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NEW 12" MECHANICAL JOINT RESTRAINT Z Z
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NEW 12" MECHANICAL JOINT RESTRAINT EXISTING 12" PVC WATER MAIN Q � �
NEW 12" FLxMJ ADAPTER NEW 12" FLxMJ ADAPTER
EXISTING 12" PVC WATER MAIN EXISTING 12" GATE VALVE, MJXMJ W3: (3
NEW 12" MECHANICAL JOINT RESTRAINT NEW 12" MECHANICAL JOINT RESTRAINT L Q Z
EXISTING 12" GATE VALVE, MJXMJ
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EXISTING 12" PVC WATER MAIN EXISTING 12" PVC WATER MAIN Q
EXISTING 12" PVC WATER MAIN HOST PIPE EXISTING 12" PVC WATER MAIN HOST PIPE W Z
INTERSTATE 84 CROSSING INTERSTATE 84 CROSSING
WEST SIDE CONNECTION EAST SIDE CONNECTION
SCALE: 1/2"-1'-0" 0 10 20 40 60 SCALE: 1/2"-1'-0"
1. PROVIDE CONCRETE THRUST BLOCKS PER ISPWC SD-403. 1. PROVIDE CONCRETE THRUST BLOCKS PER ISPWC SD-403.
SCALE: 1"=20'
2. ALL LOCATING WIRE SHALL BE RETAINED AND PROTECTED. 2. ALL LOCATING WIRE SHALL BE RETAINED AND PROTECTED.
CONTRACTOR SHALL REPAIR ALL LOCATE WIRE THAT IS DAMAGED. CONTRACTOR SHALL REPAIR ALL LOCATE WIRE THAT IS DAMAGED. DATE: OCTOBER 2025
DRAWING: DESIGN-25009
JOB NO: 25009
SHEET 7 OF 10
APPROVED FOR CONSTRUCTION
These plans and/or specifications have been reviewed for compliance
with Meridian City Standards and Specifications.This review does not
relieve the owner,engineer,or contractor of the responsibility to design
nd/or construct those facilities in compliance with all current
applicable federal,state,and local laws,rules,regulations,ordinances,
development agreements,specifications,orders of approvals,all of
which the City retains the right to enforce.Inconsistencies not noted by 11 I
City staff shall not be construed as approved unless specifically
addressed in writing by the City.Any proposed revision to these plans II VO
must be submitted for review and compliance with the Meridian City J
Standards and Specifications before said revision is constructed.
Name Codee Neider 1� 4
Date 11/04/25 J _j
Permit Number LD-CAP-2025-0008 / "\, ¢ �- 'O(��
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GENERAL INFORMATION _
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THE PROPOSED PROJECT AREA IS APPROXIMATELY 0.30 ACRES AND IS LOCATED IN MERIDIAN IN SECTIONS 8, 9,16 17 AND 18, I I Z I Q z o z CL Q C CL o
TOWNSHIP 3 NORTH, RANGE 1 EAST. THE PROJECT CONSISTS OF LINING APPROXIMATELY 800 LINEAR FEET OF EXISTING WATER a I -••• II O m 0 Fn 0 W �
MAIN AND THE ABANDONMENT OF APPROXIMATELY 500 LINEAR FEET OF EXISTING WATER MAIN. WORK THAT WILL BE PERFORMED __-,�__ I II o N w o = CL
FOR THIS PROJECT WILL CONSIST OF REMOVING EXISTING PAVEMENT, EXCAVATION AND LINING AND ABANDONMENT OF EXISTING Q
( ) I ��.. _..._._ I E. FAIRVIEW AVENUE
WATER MAINS AND SURFACE RESTORATION ASPHALT, CONCRETE AND SOD). WORK IS EXPECTED TO BE COMPLETED WITHIN
NINETY DAYS FROM THE START OF CONSTRUCTION. THE ANTICIPATED SCHEDULING OF CONSTRUCTION AND INSTALLATION OF BMPs w
IS SHOWN BELOW. A MORE DETAILED CONSTRUCTION SCHEDULE WILL BE ESTABLISHED DURING THE PRECONSTRUCTION MEETING. •3 --- -- -- 1 `I
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ANTICIPATED SCHEDULE i ; I C/5I o
2026 ; PROJECT AREA i II I
WORK ACTIVITY J FMAMJ J A S 0 N D I
PRE-CONSTRUCTION MEETING X
INSTALL TEMPORARY BMPs X i Q I / �� ° @
CONSTRUCTION ACTIVITIES X lxd-�
i wREMOVE TEMPORARY BMPs i Q i Jd �a ° (n
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RECEIVING WATERS J INTERSTATE 84 Q O
THE EIGHT MILE LATERAL AND NINE MILE CREEK ARE LOCATED ADJACENT TO THE PROJECT AREA. i i I �= ° w ui
SENSITIVE AREAS 1 I I1
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THIS SITE DOES NOT CONTAIN ANY UNIQUE OR SENSITIVE AREAS TO BE PRESERVED.
CONSTRUCTION ACTIVITIES I 1 I I 1
PROJECT AREA
PROJECT AREA
THE PROJECT CONSISTS OF LINING APPROXIMATELY 800 LINEAR FEET OF EXISTING WATER MAIN AND THE ABANDONMENT OF
APPROXIMATELY 500 LINEAR FEET OF EXISTING WATER MAIN. WORK THAT WILL BE PERFORMED FOR THIS PROJECT WILL CONSIST OF
REMOVING EXISTING PAVEMENT, EXCAVATION AND LINING AND ABANDONMENT OF EXISTING WATER MAINS AND SURFACE RESTORATION
(ASPHALT, CONCRETE AND SOD). WORK IS EXPECTED TO BE COMPLETED WITHIN NINETY DAYS FROM THE START OF CONSTRUCTION. A *AT NEAREST *AT NEAREST
DETAILED CONSTRUCTION SCHEDULE WILL BE ESTABLISHED DURING THE PRECONSTRUCTION MEETING. POTENTIAL SOURCES OF SEDIMENT - -- DOWNSTREAM CB DOWNSTREAM CB oz
POLLUTION INCLUDE EXCAVATION OF EXISTING ASPHALT, SPOILS FROM TRENCH EXCAVATION, PAVING OPERATIONS, VEHICLE TRACKING, — I I PROJECT AREA INLET INLET
AND STOCKPILES. I FAIRVIEW AVENUE CROSSING
l
OTHER POTENTIAL SOURCES OF POLLUTION INCLUDE CONCRETE WASHOUT AND WASTE, SOLID WASTE FROM PAVING OPERATIONS,
ON-SITE STORAGE OF CONSTRUCTION MATERIALS, FUEL TANKS, PORTA-POTS, CHEMICAL STORAGE AREAS, SEWAGE, AND GENERAL SITE O
LITTER. SW
BEST MANAGEMENT PRACTICES (,BMPs
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BEST MANAGEMENT PRACTICES SHALL BE USED THROUGHOUT THE SITE DURING CONSTRUCTION TO PREVENT SEDIMENT AND OTHER I *AT NEAREST
CONTAMINENTS FROM ENTERING THE STORM WATER FACILITIES AND DRAINAGES. THE BMPs SHALL BE INSTALLED PRIOR TO DOWNSTREAM CB
CONSTRUCTION ACTIVITIES AND REMOVED UPON PROJECT COMPLETION.
LET E4
INLET PROTECTION BMPs SHALL BE PLACED AT ALL STORM WATER INLET LOCATIONS WITHIN AND IMMEDIATELY DOWNSTREAM OF THIS I I
PROJECT. INLET PROTECTION BMPs SHALL CONSIST OF INSTALLING AND MAINTAINING A STORMGUARD BRAND (OR EQUIV.) SEDIMENT
I CATCH BASIN INSERT IN EACH STORM DRAIN INLET, AS INDICATED ON THIS PLAN PER DEQ BMP #31, OR PLACING SAND- OR _ 1�____________ I z �
ROCK-FILLED BAGS AROUND SLOTTED MANHOLE COVERS. ------------------- a Q-t
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INTERSTATE 84 CROSSING PROJECT AREA
STRAW WATTLE SHALL BE PLACED ALONG EXISTING WATERWAYS PER DEQ BMP #35. _ A 00 -
A STABILIZED CONSTRUCTION ENTRANCE PER DEQ BMP #5 SHALL BE INSTALLED AT ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC ` I l <=It
WILL ENTER AND EXIT THE SITE ONTO PAVED ROADWAYS. THE LOCATIONS SHALL BE MODIFIED DURING CONSTRUCTION AS
NECESSARY TO PREVENT SEDIMENT TRACK-OUT ONTO ROADWAYS. - i f O W 20,0
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DISTURBED AREAS AND STOCKPILES LEFT INACTIVE FOR MORE THAN 14 CONSECUTIVE DAYS SHALL BE PROTECTED WITH A I 1 w Z 0
TEMPORARY PERIMETER SEDIMENT BARRIER SUCH AS SAND BAGS, SILT FENCES, BERMS, DIKES, FIBER ROLLS, OR GRAVEL BAGS. E ST LUKES STREET 1 I w vj Q O
E. .
STOCKPILES SHALL ALSO BE PROTECTED PRIOR TO ANY RAIN EVENT. I Z M Ej 04
THE CONTRACTOR SHALL SWEEP-UP, SHOVEL, OR OTHERWISE CLEAN MUD OR DIRT FROM PUBLIC RIGHT-OF-WAYS AND OTHER W
PAVED AREAS IMPACTED DURING CONSTRUCTION EACH DAY OR AS NEEDED, ESPECIALLY DURING WET WEATHER. W Z N
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THE CONTRACTOR SHALL KEEP THE SITE WATERED WITH A WATER TRUCK DURING HOT-DRY MONTHS TO PREVENT EXCESSIVE DUST. �Ny
PAVED STREETS AND OTHER PAVED AREAS SHALL BE SWEPT ROUTINELY WHEN EXCESSIVE DUST OR DIRT BUILD-UP IS PRESENT. *AT NEAREST PROJECT AREA I I CB F�•1
l ; �j I I f
BMPs SHALL BE INSPECTED AND MAINTAINED WEEKLY AND AFTER STORM EVENTS BY THE RESPONSIBLE PERSON TO VERIFY THEY DOWNSTREAM
ARE IN WORKING ORDER. INSPECTION REPORTS SHALL BE LOGGED WEEKLY AND KEPT AT JOB SITE. INSPECTIONS SHALL OCCUR INLET L i PROJECT AREA �] I CB I a
PRIOR TO A FORECASTED STORM, AFTER A PRECIPITATION EVENT THAT CAUSES SITE RUNOFF, AFTER PRECIPITATION EVENTS OF 0.25 1
INCHES OR MORE, AT 24-HOUR INTERVALS DURING EXTENDED PRECIPITATION EVENTS AND ON A PREDETERMINED SCHEDULE OF I o -' j h.
ONCE EVERY 7 DAYS MINIMUM. p -� I I - r 0
DEWATERING T
TRENCH DEWATERING ACTIVITIES ARE NOT ANTICIPATED TO BE REQUIRED ON THIS PROJECT. IF DEWATERING IS NECESSARY THEN ALL i _j
PROPOSED DEWATERING ACTIVITIES SHALL BE APPROVED BY THE CITY OF MERIDIAN PRIOR TO STARTING DEWATERING ACTIVITIES. E FLORENCE STREET 1 (D I I I I
DEWATERING ACTIVITIES SHALL COMPLY WITH THE IDAHO POLLUTANT DISCHARGE ELIMINATION SYSTEM PROGRAM (IPDES). CONTACT THE i a °
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IPDES PERMITTING OFFICE AT (833) 473-3724 FOR INFORMATION. SEDIMENT SHALL BE REMOVED FROM WATER BY SEDIMENT BASIN - �I I c/� �i Q I
OR OTHER APPLICABLE STORM WATER BMP PRIOR TO DISCHARGING THE WATER INTO ANY STORM DRAIN SYSTEM OR WATERWAY. *AT NEAREST j`, \ I 0 I CB I I
PERMISSION SHALL BE OBTAINED FROM ACHD PRIOR TO DISCHARGING TO ANY STORM WATER SYSTEM. PERMISSION SHALL BE OBTAINED DOWNSTREAM
FROM IRRIGATION DISTRICT PRIOR TO DISCHARGING TO ANY IRRIGATION DISTRICT FACILITY. INLET I "' -`------------ I � f
�
MATERIALS AND WASTE MANAGEMENT BMPs I w� JI
MATERIALS STORED ON THE PROJECT SITE WILL CONSIST OF PIPING, GRAVEL AND PORTA-POTS. GRAVEL AND PIPING WILL BE FLO R E N C E STREET CROSSING // I
STOCK PILED AT LOCATIONS OUT OF THE WAY OF CONSTRUCTION ACTIVITIES AND AWAY FROM THE RIGHT-OF-WAY, AND AT LEAST 50 / O
FEET AWAY FROM STORMWATER CONVEYANCES. PIPING WILL BE USED IN CONSTRUCTION, AND ANY EXTRA WILL BE REMOVED FROM
THE PROJECT SITE. GRAVEL WILL BE USED IN CONSTRUCTION, AND ANY EXTRA WILL BE REMOVED FROM THE PROJECT SITE. / }
PORTA-POTS SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM WATER CONVEYANCES AND IRRIGATION FACILITIES AND / i CB
LOCATED SO THAT, IN THE EVENT OF A SPILL, CONTAMINATION WILL BE CONTAINED AND NOT ENTER THE STORM DRAIN SYSTEM OR
IRRIGATION FACILITIES. PORTA-POTS SHALL BE LOCATED ON A TRAILER OR STAKED. PORTA-POTS WILL BE CLEANED ACCORDING TO / CB Z w/ Z Z
SUPPLIERS SCHEDULE AND REMOVED FROM THE SITE AFTER COMPLETION OF CONSTRUCTION. OTHER BMPs FOR MATERIAL AND / f i�i
WASTE MANAGEMENT INCLUDE: II E 0
• CONTRACTOR SHALL ESTABLISH A STAGING AREA ON SITE AND ALL MATERIAL STORAGE AREAS SHALL BE LOCATED AT LEAST 50
FEET AWAY FROM STORMWATER CONVEYANCES AND IRRIGATION FACILITIES OR AS NECESSARY TO PREVENT MATERIALS FROM I Q Mj
ENTERING SAID FACILITIES.
• OIL, GASOLINE, AND ANY HAZARDOUS SUBSTANCES SHALL BE STORED IN DRUMS AND BAGS ON PALLETS UNDER COVER AND IN { W 0 Z
Z
SECONDARY CONTAINMENT. MATERIALS SHALL BE STORED IN THEIR ORIGINAL CONTAINERS WITH THEIR ORIGINAL PRODUCT LABELS. I�r W
• THE CONTRACTOR SHALL MAINTAIN APPROPRIATE MATERIALS ON SITE TO MANAGE SPILLS FROM STORED MATERIALS AND Ir 2
CONSTRUCTION EQUIPMENT INCLUDING FUEL AND OIL. �",►► LL
• A MATERIAL INVENTORY, MATERIAL SAFETY SHEETS, AND EMERGENCY CONTACT INFORMATION WILL BE KEPT IN THE ON-SITE Ili O O
TRAILER. N O T E S If I PROJECT AREA OC p W
I
• CONTRACTOR SHALL PROVIDE A SEWAGE BYPASS SYSTEM AS REQUIRED TO INSTALL NEW SEWER MAIN. NO SEWAGE WILL BE CB CATCH BASIN INSERT _ I� j W
ALLOWED TO FLOW IN AN OPEN PIPE. j 0
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• NO SEWAGE CONTAMINATED MATERIAL REMOVED FROM A TRENCH SHALL BE STORED OR STOCKPILED IN THE RIGHT-OF-WAY. SW STRAW WATTLE PROJECT AREA �,'� CIB I 4D Z
I
• ALL MAJOR EQUIPMENT/VEHICLE FUELING AND MAINTENANCE WILL BE PERFORMED OFF-SITE. ALL EQUIPMENT FLUIDS GENERATED CD Q Q
FROM MAINTENANCE ACTIVITIES WILL BE DISPOSED OF INTO DESIGNATED DRUMS STORED ON SPILL PALLETS. * CONCRETE WASHOUT AREA, SOLID WASTE DISPOSAL *AT NEAREST W
AREA, SANITARY FACILITIES AREA, MATERIAL STORAGE AREA DOWNSTREAM CB Z
• ABSORBENT, SPILL CLEANUP MATERIALS AND SPILL KITS SHALL BE AVAILABLE AT THE COMBINED STAGING AND MATERIALS AND ESCP PLAN LOCATION TO BE IDENTIFIED BY GENERAL INLET -'- ---- -
STORAGE AREA. DRIP PANS WILL BE PLACED UNDER ALL EQUIPMENT RECEIVING MAINTENANCE AND VEHICLES AND EQUIPMENT CONTRACTOR. -•••- I �- j O
PARKED OVERNIGHT. LEAKS SHALL BE REPAIRED IMMEDIATELY OR PROBLEM EQUIPMENT/VEHICLE SHALL BE REMOVED FROM CB
PROJECT SITE.
0 30 60 120 180 E. MAGIC VIEW DRIVE _- �_ U)
• ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY, AND AN AMPLE AMOUNT OF CLEANUP MATERIALS SHALL BE KEPT ON SITE. O
• ALL ON-SITE PERSONNEL SHALL BE TRAINED IN THE CORRECT PROCEDURES FOR SPILL PREVENTION AND CONTROL. SCALE: 1"=60' - --------� I
NOTIFICATION PROCEDURES AND CONTACT INFORMATION FOR LOCAL POLICE DEPARTMENT, FIRE DEPARTMENT, AND SEWAGE DOWNSTRRESTEAM CB t I W
TREATMENT FACILITY SHALL BE POSTED NEAR MATERIAL STORAGE AREA. END OF PROJECT INLET
1 /
• THE CONTRACTOR SHALL DISPOSE OF EXCESS CONSTRUCTION MATERIALS AND DEBRIS IN WATERTIGHT DUMPSTERS. FINAL SITE STABILIZATION WILL INCLUDE SURFACE RESTORATION OF PAVED, CONCRETE AND SODDED AREAS DISTURBED DURING / DATE: OCTOBER 2025
CONSTRUCTION. TEMPORARY BMPs WILL BE REMOVED WHEN SURFACE RESTORATION IS COMPLETE, THE WORK AREA HAS BEEN I / DRAWING: DESIGN-25009
• A TEMPORARY WASHOUT AREA FOR HAZARDOUS WASTE (INCLUDING CONCRETE WASH WATER) SHALL BE EXCAVATED, OR THE CLEANED, AND ALL EQUIPMENT AND MATERIALS HAVE BEEN REMOVED FROM SITE.
WASTE SHALL BE PLACED IN CONTAINERS PROVIDED ON SITE. EXCAVATED AREAS SHALL BE LINED WITH PLASTIC OR OTHER f JOB NO: 25009
APPROVED MATERIAL. WASHOUT AREAS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM STORM DRAIN INLETS OR WATER RESPONSIBLE PERSON
COURSES AND BE CONSTRUCTED PER ITD STANDARD DRAWING P-3-E, OR APPROVED EQUIVALENT. MATERIAL SHALL BE SHEET 8 0 F 10
ALLOWED TO DRY AND THEN DISPOSED OF AS A SOLID WASTE. TO BE PROVIDED BY CONTRACTOR FOLLOWING PUBLIC BIDDING OF PROJECT. MAGIC VIEW DRIVE CROSSING
CPPROVED FOR CONSTRUCTION
se plans and/or specifications have been reviewed for compliance
Meridian City Standards and Specfcations.This review does not
eve the owner,engineer,or contractor of the responsibility to design
and/or construct those facilities in compliance with all current
applicable federal,state,and local laws,rules,regulations,ordinances,
development agreements,specifications,orders of approvals,all of
which the City retains the right to enforce.Inconsistencies not noted by C
City staff shall not be construed as approved unless specifically 41k
addressed in writing by the City.Any proposed revision to these plans must be submitted for review and compliance with the Meridian City 0�� H tJ
Standards and Specifications before said revision is constructed.
Name CodeeNeider FAIRVIEW CROSSING
Date 11/04/25
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FLORENCE CROSSING EXISTING FIRE HYDRANT (TYPICAL) EXISTING WATER SERVICE (TYPICAL) DRAWING: DESIGN-25009
JOB NO: 25009
EXISTING WATER MAIN (TYPICAL)
EXISTING WATER VALVE (TYPICAL) SHEET 9 OF 10
CPPROVED FOR CONSTRUCTION
se plans and/or specifications have been reviewed for compliance
Meridian City Standards and Specfications.This review does not
eve the owner,engineer,or contractor of the responsibility to design
and/or construct those facilities in compliance with all current
applicable federal,state,and local laws,rules,regulations,ordinances,
development agreements,specifications,orders of approvals,all of
which the City retains the right to enforce.Inconsistencies not noted by pp
City staff shall not be construed as approved unless specifically
addressed in writing by the City.Any proposed revision to these plans
must be submitted for review and compliance with the Meridian City O
Standards and Specifications before said revision is constructed. EAGLE ROAD WATER MAIN ABANDONMENT H
Name Codee Neider tv `
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r DATE: OCTOBER 2025
DRAWING: DESIGN-25009
JOB NO: 25009
MAGIC VIEW CROSSING
EXISTING WATER MAIN (TYPICAL) SHEET 10 OF 10
CITY OF MERIDIAN Purchase Requisition
IDIAN purchasing Department DATE OF
33 E BROADWAY AVE, STE 106 CITY OF MERIDIAN REQUEST 11/17/2025
MERIDIAN, ID 83642 Public Works PURCHASE ORDER NUMBER MUST APPEAR ON •
TEL: (208)489-0417 SLIPS,CARTONS •CORRESPONDENCE RELATED TO THIS ORDER
FAX: (208)887-4813 AVAILABLE BUDGET AMOUNT
$900,000.00
IS BUDGET AMENDMENT REQUIRED?
SUGGESTED
VENDOR TBD Contractor NO
CITY SUPPORT TICKET NO.
PROJECT MANAGER PAYMENT TERMS 1FREIGHTTERMS F.O.B. REQUESTOR
Dean Stacey NET 30 PREPAID DESTINATION Dean Stacey
PROJECT NAME: Eagle Road Water Crossings
Description of Purchase Quantity and Pricing ACCOUNTINGCODES
PART NUMBER DESCRIPTION/COMMITMENT NAME QTY UNIT UNIT PRICE FUND DEPT EXPENSE OR PROJECT/ TOTAL AMOUNT
TASK ORDER CONTRACT PROJECT DESCRIPTION I
Construction Contract 1 LS $ 556,562.00 62 3490 95000 11407.13 $ 556,562.00
$ -
$ -
NOTES: Council Approval Date: February 3, 2026
$556,562.00
How to fill out the Purchase Requisition.
Fill in the SHIP TO DEPARTMENT NAME.
This is the name of the requesting department and where the product will be shipped
If the Ship To location is somewhere other than the department location, please enter that address in the lines below the department name and highlight it.
Fill in the DATE OF REQUEST located in the box on the right hand side of the form.
Fill in the amount of budget available for this commitment.
Is a budget amendment required to fund this request? Answer YES or NO.
Enter the name of the SUGGESTED VENDOR.
Please check with FINANCE to verify that the City of Meridian has the vendor set up as an account.
If the vendor is not set up, request that a W-9 form be submitted to FINANCE before placing the order.
If PURCHASING receives this Purchase Requisition and the vendor is not set up,an order processing delay occurs
If vendor will be determined by procurement process,enter"TBD"
CITY SUPPORT(JITBIT)TICKET NO is entered by purchasing staff.
Enter the PROJECT NAME,TASK ORDER NAME AND NUMBER and/or PROJECT/COMMITMENT NUMBER(if one has been created)
Enter the name of the PROJECT MANAGER/REQUESTOR.
Under"PART NUMBER/DESCRIPTION/COMMITMENT NAME /TASK ORDER/CONTRACT/PROJECT DESCRIPTION
Enter the COMMITMENT NAME,TASK ORDER or PROJECT DESCRIPTION, Part Number or Description of Item being purchased
If you have more than one item,enter each on a separate line.
Enter the QUANTITY for each line item.
Enter the UNIT and UNIT PRICE for each line item. (Task orders and contracts should be listed as QTY 1 and UNIT EA. Unit price and total will be equal.)
ACCOUNTING CODES
Enter the FUND that you want the expense to impact
1) The FUND number will be either:
(a) 01,07,08, 20, 55,or 60, 62, 65 depending on what FUND the budget is in
Enter the DEPARTMENT CODE you want the expense to impact
1) The DEPARTMENT CODE is a 4 digit number that corresponds to your department
Enter the GL ACCOUNT NUMBER(Expense Account)for each item.
1) The GL ACCOUNT NUMBER(Expense Account) is the 5 digit number where the budgets are located
Enter the PROJECT CODE/COMMITMENT#you want the expense to impact
1) The PROJECT CODE/COMMITMENT is an alpha numeric code that identifies a specific project or commitment to charge all expenses to
INFORMATION ONLY
The FUND, DEPARTMENT CODE,GL ACCOUNT NUMBER,AND PROJECT CODE make up the accounting code for your request.
The accounting code will hold the budget dollars and actual expenses for your PO request.
Accuracy is important as the resulting PO encumbers this accounting code(budget line item).
Not all requests will have a project number. Call Procurement if you are unsure.
This form will automatically total your request.
In the NOTES field add any information that you feel is significant.
PRINT AND SUBMIT ONLY PAGE 1(NOT THESE INSTRUCTIONS)
City Of Meridian
Statement of Revenues and Expenditures - Rev and Exp Report - Sandra
3490 - Water Construction Projects
62 - Water Fund
From 10/l/2025 Through 9/30/2026
Budget with Current Year Budget
Amendments Actual Remaining
Capital Outlay
95000 Service Line/Main 1,148,174.50 66,362.76 1,081,811.74
Replacement
Total Capital Outlay 1,148,174.50 66,362.76 1,081,811.74
DEPT EXPENDITURES 1,148,174.50 66,362.76 1,081,811.74
TOTAL EXPENDITURES 1,148,174.50 66,362.76 1,081,811.74
Date: 1/27/26 12:22:15 PM Page: 1
CONTRACT CHECKLIST
I. PROJECT INFORMATION
Date: 1/27/2026 REQUESTING DEPARTMENT Public Works
Project Name: Eagle Rd.Water Crossings
Project Manager: Dean Stacey Contract Amount: $712,458
Contractor/Consultant/Design Engineer: Owyhee Civil
Is this a change order? Yes ❑ No ❑ Change Order No.
II. BUDGET INFORMATION (Project Manager to Complete) III. Contract Type
Fund: 62 Budget Available(Purchasing attach report):
Department 3490 Yes ❑� No ❑ Construction ❑
GL Account 95000 FY Budget: 2026 Task Order ❑
Project Number: 11407.b Enhancement: Yes ❑ No 0 Professional Service ❑
Equipment ❑
Will the project cross fiscal years? Yes❑ No ❑ Grant ❑
IV. PROCUREMENT USE ONLY-GRANT INFORMATION(to be completed only on Grant funded projects)
Grant#: Wage Determination Received Wage Verification 10 Days prior to bid due date Debarment Status(Federal Funded)
N/A
Print and Attach the determination Print,attach and amend bid by addendum(if changed) www.sam.gov Print and attach
V. BASIS OF AWARD
BID RFP/RFQ TASK ORDER
Award based on Low Bid Highest Ranked Vendor Selected Master Agreement Category
(Bid Results Attached) Yes ❑ No ❑ (Ratings Attached) Yes ❑No Date MSA Roster Approved:
Typical Award Yes ❑ No ❑
If no please state circumstances and conclusion:
Date Award Posted: 7 day protest period ends:
VI. PROCUREMENT USE ONLY-CONTRACTOR/CONSULTANT REQUIRED INFORMATION
PW License AAA-079686 Expiration Date: 10.31.2026 Corporation Status Active
Insurance Certificates Received(Date): Pending Expiration Date: Rating:
Payment and Performance Bonds Received(Date): Pending Rating:
Builders Risk Ins.Req'd: Yes ❑ No 0 If yes,has policy been purchased? N/A
(Only applicabale for projects above$1,000,000)
VII. TASK ORDER SELECTION (Project Manager to Complete)
Reason Consultant Selected ❑ 1 Performance on past projects
Check all that apply ❑ Quality of work ❑ On Budget
❑On Time ❑ Accuracy of Construction Est
❑ 2 Qualified Personnel
❑ 3 Availability of personnel
❑ 4 Local of personnel
Description of negotiation process and fee evaluation:
Enter supervisor Name Date Approve
Vill. PROCUREMENT USE ONLY- AWARD INFORMATION
Date Submitted to Clerk for Agenda: January 27,2026 Approval Date February 3, 2026 By: Council
Purchase Order No.: Date Issued: WH5 submitted
(Only for PW Construction Projects)
NTP Date:
Contract Request Checklist.5.24.2016.Final
Eagle Rd Water Crossings (BT-46BU)
Legend
The green cells with bolded numbers indicate that this bid was the lowest price.
The orange cells indicate that this item from that vendor was selected.
The green cells with orange outline indicate that this item from that vendor was self
has the lowest price.
$ 123
acted, and
�Z( E IDIAN�--- BID RESULTS
BID NAME: Eagle Rd. Water Crossings
BID NUMBER: PW-2607-11407.b
# Items
1
#0-1 303.4.1.A.3. - EXPLORATORY EXCAVATION
#0-2 307.4.1.G.3. -TYPE P SURFACE RESTORATION WITH PAVEMENT FABRIC
#0-3 401.4.1.A.1.a. - 10" PVC, AWWA C900, DR18, WATER MAIN
#0-4 401.4.1.A.1.b. - 12" PVC, AWWA C900, DR18, WATER MAIN
#0-5 401.4.1.D.1.a. - LINE EXISTING 10" WATER MAIN WITH PRIMUS DN 250/10" MD LINER
#0-6 401.4.1.D.1.b. - LINE EXISTING 12" WATER MAIN WITH PRIMUS DN 300/12" MD LINER
#0-7 401.4.1.E.1. -ANNULAR SPACE LEAK DETECTION CONNECTION
#0-8 402.4.1.A.1.a. - 10" GATE VALVE
#0-9 402.4.1.A.1.b. - 12" GATE VALVE
#0-10 1001.4.1.A.1. -SEDIMENT CONTROL
#0-11 1003.4.1.G.1. -STRAW WATTLE
#0-12 1006.4.1.C.1. - INLET PROTECTION
#0-13 1103.4.1.A.1. - CONSTRUCTION TRAFFIC CONTROL
#0-14 2010.4.1.A.1. - MOBILIZATION
#0-15 SP-1. -ABANDON EXISTING WATER MAIN IN PLACE
#0-16 SP-2. - LAWN SOD RESTORATION
#0-17 SP-3. - REMOVE EXISTING CONCRETE VAULT
DUE DATE & TIME: January 21, 2026 2:30
Owyhee Civil LLC
Total Cost $712,457.54
QuantityRequired Unit UnitPrice TotalCost
6 HR $901.32 $5,407.92
220 SY $182.00 $40,040.00
5 LF $1,680.00 $8,400.00
28 LF $1,780.00 $49,840.00
464 LF $438.21 $203,329.44
498 LF $442.11 $220,170.78
8 EA $4,513.13 $36,105.04
2 EA $5,910.00 $11,820.00
1 EA $6,209.00 $6,209.00
1 LS $8,052.00 $8,052.00
200 LF $4.50 $900.00
14 EA $85.00 $1,190.00
1 LS $39,826.10 $39,826.10
1 LS $31,121.09 $31,121.09
552 LF $31.39 $17,327.28
2166 SF $9.98 $21,616.68
1 EA $11,102.21 $11,102.21