HomeMy WebLinkAboutHIGHWAY 6 EAST WATER MAIN REPLACEMENT PROJECT 2024HIGHWAY 6 EAST WATER MAIN REPLACEMENT PROJECT
2024
02-Feb-2024 Plans, Specs, Project Manual, Engineer's Estimate
06-Feb-2024 Res No. 24-34: Setting a Public Hearing
12-Feb-2024 Notice of Public Hearing
20-Feb-2024 Res No. 24-49: Approving project manual and estimate of cost
22-Feb-2024 Notice to Bidders
19-Mar-2024 Res No. 24-63: Awarding contract
28-Oct-2025 Engineer's report
03-Nov-2025 Res No. 25-261: Accepting the work
05-Nov-2025 Performance, payment & maintenance bond
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PROJECT
RO MANUAL
FOR THE
FORMAL
HIGHWAY 6 EAST WATER MAIN REPLACEMENT PROJECT
IOWA
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February 2, 2024
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0005
CERTIFICATIONS PAGE
I hereby certify that this engineering document was
prepared by me or under my direct personal supervision
and that I am a duly licensed Professional Engineer
under the laws of the State of Iowa.
LO 212/2024
oeth Date
License Number: 16536
My license renewal date is December 31, 20 24
Pages or sheets covered by this seal:
Entire Bound Document
Highway 6 East Water Main Replacement Project 0005 — Page 1 of 1
0010
TABLE OF CONTENTS
PROJECT MANUAL
0005 CERTIFICATIONS PAGE
0010 TABLE OF CONTENTS
0100 NOTICE TO BIDDERS
0110 NOTICE OF PUBLIC HEARING
0200 INSTRUCTIONS TO BIDDERS
Ell 1 1 Jat] 901--01
0500 CONTRACT
0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND
0520 CONTRACT COMPLIANCE
0530 WAGE THEFT POLICY
SUDAS STANDARD SPECIFICATIONS
GENERAL SUPPLEMENTAL SPECIFICATIONS
SUPPLEMENTAL SPECIFICATIONS
SPECIAL PROVISIONS
PLANS (UNDER SEPARATE COVER)
Highway 6 East Water Main—yRepla e,m—ent Project tt- 0010 — Page 1 of 1
0100
NOTICE TO BIDDER,' p.
HIGHWAY 6 EAST WATER MAIN REPLACEMENf$W-WECT
Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M.
on the 12th day of March 2024. Sealed proposals will be opened immediately thereafter. Bids
submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project.
Proposals received after this deadline will be returned to the bidder unopened.
Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat
Hall at 6:00 P.M. on the 19th day of March, 2024, or at special meeting called for that purpose.
The Project will involve the following:
This project includes installation of approximately 2,100 LF of 16" ductile iron and PVC water
main, with associated valves, hydrants, service connections, traffic control, pavement removal
and surface restoration and is located at Highway 6 East between Fairmeadows Boulevard and
Industrial Park Road.
All work is to be done in strict compliance with the Project Manual prepared by Watersmith
Engineering, of Muscatine, Iowa, which has heretofore been approved by the City Council, and
are on file for public examination in the Office of the City Clerk.
Each proposal shall be completed on a form furnished by the City and must be submitted in a
sealed envelope. In addition, a separate sealed envelope shall be submitted containing a
completed Bidder Status Form and a bid security executed by a corporation authorized to contract
as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made
payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the
City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10)
calendar days of the City Council's award of the contract and post bond satisfactory to the City
(in the form shown in Section 0510) ensuring the faithful performance of the contract and
maintenance of said Project, if required, pursuant to the provisions of this notice and the other
contract documents. The City shall retain the bid security furnished by the successful bidder until
the approved contract has been executed, the required Performance, Payment, and Maintenance
Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of
the contract, and the contract and security have been approved by the City. The City shall
promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as
the successful bidder is determined or within thirty days, whichever is sooner.
The successful bidder will be required to famish a Performance, Payment, and Maintenance Bond
in an amount equal to one hundred percent (100%) of the contract price and in the form shown in
Section 0510, said bond to be issued by a responsible surety approved by the City, and shall
guarantee the prompt payment of all materials and labor, and also protect and save harmless the
City from all claims and damages of any kind caused directly or indirectly by the operation of the
contract, and shall also guarantee the maintenance of the improvement for a period of five (5)
year(s) from and after its completion and formal acceptance by the City Council.
Highway 6 East Water Main Replacement Project 0100 — Page 1 of 2
The following limitations shall apply to this Project:
Late Start Date: April 29,2024
Substantial Completion Date: July 22, 2024
Final Completion Date'. September 30, 2024
Liquidated Damages: $500 per day
All of the bid items listed in Section 0400 — Proposal shall be completed by the Substantial
Completion Date except seeding.
The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank
forms may be secured at the office of Technigraphics, a division of Rapids Reproductions, 415
Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax. (319) 354-
8973, Toll -Free: (800) 779-0091
Prospective bidders are advised that the City of Iowa City desires to employ minority contractors
and subcontractors on City projects. A listing of minority contractors can be obtained from the
Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of
Transportation Contracts Office at (515) 239-1422.
Bidders shall list on the Proposal the names of persons, firms, companies or other parties with
whom the bidder intends to subcontract. This list shall include the type of work and approximate
subcontract amount(s).
The Contractor awarded the contract shall list on the Contract its subcontractors, together with
quantities, unit prices and extended dollar amounts.
By virtue of statutory authority, preference must be given to products and provisions grown and
coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required
under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project.
The City reserves the right to reject any or all proposals, and also reserves the right to waive
technicalities and irregularities.
Posted upon order of the City Council of Iowa City, Iowa.
KELLIE GRACE, CITY CLERK
M
Highway East Water Main Replacement Project 0100 — Page 2 of 2
0110
NOTICE OF PUBLIC HEARING
NOTICE OF PUBLIC HEARING ON PROJECT MANUAL
AND ESTIMATED COST FOR THE HIGHWAY 6 EAST
WATER MAIN REPLACEMENT PROJECT IN THE CITY
OF IOWA CITY, IOWA
TO ALL TAXPAYERS OF THE CITY OF IOWA CITY,
IOWA, AND TO OTHER INTERESTED PERSONS:
Public notice is hereby given that the City Council of the
City of Iowa City, Iowa, will conduct a public hearing on the
Project Manual, including the plans, specifications, contract,
and estimated cost for the construction of the Highway 6
East Water Main Replacement in said city at 6:00 p.m. on
the 20th day of February, 2024, said meeting to be held in
the Emma J. Harvat Hall in the City Hall, 410 East
Washington Street in said city, or if said meeting is
cancelled, at the next meeting of the City Council thereafter
as posted by the City Clerk.
This project includes installation of approximately 2,100
LF of 16" ductile iron and PVC water main, with associated
valves, hydrants, service connections, traffic control,
pavement removal and surface restoration and is located at
Highway 6 East between Fairmeadows Boulevard and
Industrial Park Road.
Said Project Manual and estimated cost are now on file
in the office of the City Clerk in the City Hall in Iowa City,
Iowa, and may be inspected by any interested persons.
Any interested persons may appear at said meeting of
the City Council for the purpose of making objections to and
comments concerning said Project Manual or the cost of
making said improvement.
This notice is given by order of the City Council of
the City of Iowa City, Iowa and as provided by law,
Kellie K. Grace, City Clerk
M
CAI
Highway 6 East Water Main Replacement Proj0110 — Page 1 of 1
0200
INSTRUCTIONS TO BIDDERS
HIGHWAY 6 EAST WATER MAIN REPLACEMENT PROJECT
1 Optional Pre -Bid Meeting:
a. Time, Date, and Location:
Thursday February 29, 2024, 9:00am
Engineering Conference room in City Hall (410 East Washington Street)
2. Bid Submittals:
a, Time, Date and Location:
3:00 PM, March 12, 2024
City Clerk's Office
410 East Washington Street
Iowa City, Iowa 52240
b. Submittals include two separate sealed envelopes:
Envelope 1: Bid Security and Bidder Status Form
Envelope 2: Proposal
C. See Section 1020, as may be supplemented, for complete descriptions of proposal
requirements and conditions.
3. Bidder Status:
a. Use the Bidder Status Form included in Section 0405.
b. Submit in accordance with 0200.2.b above.
0. See Section 0405 for the Worksheets Authorized to Transact Business and 875
Iowa Administrative Code Chapter 156 (73A), found at the following website:
htt s://www.le is.iowa, ov/docstiactcha ter/08-15-2018.875.156. df, for
assistance in completing the form.
4. Bid Security:
a. Use the Bid Bond Form included in Section 0410.
b. Submit in accordance with 0200.2.b above.
C. Bid security is 10% of the total bid, including all added alternates (do not deduct
the amount of deducted alternates).
d, See Section 1020, as may be supplemented, for a complete description of the bid
security requirements.
5. Progress and Schedule:
a. Contract Times:
Late Start Date: April 29, 2024
Substantial Completion Date: July 22, 2024
Final Completion Date: September 30, 2024
Liquidated Damages: $500 per day
All of the bid items listed in Section 0400 — Proposal shall be completed by
the Substantial Completion Date except seeding.
b, Work Restrictions:
i. No work shall be done between 10:00 pm and 7:00 am without the approval
of the Engineer, with the exception of saw Gutting freshly poured concrete.
ii. Notify the Engineer four days in advance of street closings so that a press
release can be issued. No street may be closed without the Engineer's
Highway 6 East Water Main Replacement Project 0200 — Page 1 of 3
approval and said notification.
Community Events:
i. The Contractor should look at community calendars to determine potential
conflicts with planned construction activities and schedule.
ii. The Contractor should make sure their activities are not impacting
community events.
iii. University of Iowa Graduation — May 9-1.2, 2024
iv. Iowa City Community School District Graduation — June 2, 2024
V. No work shall occur on University of Iowa Home Football game days.
6. Performance, Payment and Maintenance Bond*
a, The successful bidder will be required to furnish a bond in an amount equal to one
hundred percent (100%) of the contract price for a period of five (5) year(s) after
its completion and formal acceptance by the City Council.
b. Use the Performance, Payment, and Maintenance Bond Form included in Section
0510.
C. See Section 1070, Part 3, as may be supplemented, for a complete description of
the bonding requirements,
7, Insurance Requirements:
a. The City of Iowa City is to be listed on the required insurance certificate, as an
additional insured on a primary and non-contributory basis. Review this
requirement with your insurance broker prior to bidding.
b. See Section 1070, Part 3, as may be supplemented, for a complete description of
the insurance requirements.
8. Taxes:
a. Sales Tax Exemption Certificates will be issued according to Section 1020, 1.08
of the Supplemental Specifications.
9. Contract Compliance:
a. For all contracts of $25,000 or more, the successful bidder shall abide by the
requirements of the City's Contract Compliance Program, as described in the
Section 0520.
10. Wag(I'Theft Policy:
a. For all contracts of $25,000 or more, the successful bidder shall abide by the
requirements of the City's Wage Theft Policy, as described in Section 0530.
11. References:
a. The successful bidder and all of its subcontractors are required to submit at least
four (4) days prior to award three (3) references involving similar projects, including
at least one municipal reference. Award of the bid or use of specific subcontractors
may be denied if sufficient favorable references are not verified or based on past
experience on projects with the City of Iowa City.
b. References shall be addressed to the City Engineer and include the name, address
and phone number of the contact person, for City verification.
12. Contract Documentation:
a, The Contractor must demonstrate an active subscription to Doc Express (program
by Info Tech, Inc.) is maintained. Doc Express will be used to process
documentation, including, but not limited to, contract documents, change orders,
Highway 6 East Water Main Replacement Project µF pN 0200 — Page 2 of 3
shop drawings, certificates, equipment lists, progress payments, and other
electronic submittals.
b. Record documentation is required on all projects in accordance with Section 1090,
1,08.E of the Supplemental Specifications. Liquidated damages will be considered
if adequate record documentation is not submitted by the Final Completion Date,
P
Highway 6 East Water Main Replacement Project 0200 — Page 3 of 3
Highway 6 East Water Main Replacement Project 0200 — Page 3 of 3
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0400
PROPOSAL
HIGHWAY 6 EAST WATER MAIN REPLACEMENT PROJECT
CITY OF IOWA CITY
Please DO NOT USE the proposal included in the bound volume of the specifications. Separate
copies of this form are contained with this document.
The following documents must be submitted as printed. No alterations, additions, or deletions
are allowed. If the Bidder notes a requirement in the contract documents that the Bidder believes
will require a conditioned or unsolicited alternate bid, the Bidder must immediately notify the
Engineer in writing. The Engineer will issue any necessary interpretation by an addendum.
7Fla =I- orl] rprom
Address of Bidder: W
TO: City Clerk
City of Iowa City
City Hall
410 East Washington Street -71
Iowa City, Iowa 52240 -r
The undersigned bidder submits herewith bid security in the amount of
$ , in accordance with the terms set forth in the Project Manual.
The undersigned bidder, having examined and determined the scope of the Contract,
hereby proposes to provide the required labor, services, materials and equipment and to perform
the Project as described in the Project Manual, including Addenda and
, and to do all work at the prices set forth herein.
The undersigned bidder further proposes to do all "Extra Work" which may be required to
complete the work contemplated, at unit prices or lump sums to be agreed upon in writing poor to
starting such work.
The undersigned bidder certifies that this proposal is made in good faith, and without
collusion or connection with any other person or persons bidding on the work.
The undersigned bidder states that this proposal is made in conformity with the Contract
and agrees that, in the event of any discrepancies or differences between the various items
included in the Contract, Supplemental Specification Section 1040, 1.03 shall govern.
Highway 6 East Water Main Replacement Project µ 0400 — Page 1 of 6
INSERT IN ENVELOPE 2
BID
ITEM DESCRIPTION UNITS
ESTIMATED UNIT EXTENDED
QUANTITY PRICE AMOUNT
1
ON -SITE TOPSOIL,
CY
188
STRIP,
STOCKPILE.,
SPREAD,
2*
OFF -SITE
CY
50
TOPSOIL
3
EXCAVATION,
CY
27
CLASS 10
*4
BELOW GRADE
SY
30
EXCAVATION
-
(CORE OUT)
5
SUBGRADE PREP
SY
50
*6
GRANULAR
100
STABILIZATION,
CLASS II
TONS
BACKFILL
MATERIAL
7
SUBBASE,
SY
188
GRANULAR, 6"
8
COMPACTION
LS
1
TESTING
*9
TRENCH
TONS
50
FOUNDATION
*10
REPLACEMENT
100
OF UNSUITABLE
CY
BACKFILL
MATERIAL
11
TRENCH
LS
1
COMPACTION
TESTING
12
WATER MAIN,
LF
594
TRENCHED, CL52
DUCTILE IRON,
16", WITH NITRILE
GASKETS
13
WATER MAIN,
LF
1529
TRENCHED, C900
PVC, 16"
14
WATER MAIN,
LF
107
TRENCHED, CL52
DUCTILE IRON,
12", WITH NITRILE
GASKETS
15
WATER MAIN,
LF
12
TRENCHED, C900
PVC, 12"
16
FITTINGS, BURIED
LBS
3260
Highway 6 East Water Main Replacement Project 0400 — Page 2 of 6
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BID
ITEM
DESCRIPTION
UNITS
ESTIMATED
QUANTITY
UNIT EXTENDED
PRICE AMOUNT
17
WATER MAIN
EA
I
ABANDONMENT,
12" CAP
18
WATER MAIN
LF
225
ABANDONMENT,
FILL AND PLUG
19
WATER MAIN
LF
96
REMOVAL, 16'
20
WATER MAIN
LF
32
REMOVAL, 12"
21
CUT -IN
EA
1
CONNECTION, 16"
22
CUT -IN
EA
5
CONNECTION, 12"
23
VALVE, 16"
EA
6
BUTTERFLY
VALVE
24
VALVE, 12" GATE
EA
4
VALVE
25
FIRE HYDRANT
EA
5
ASSEMBLY
*26
FIRE HYDRANT
EA
1
ADJUSTMENT
27
FIRE HYDRANT
EA
2
REMOVAL
28
VALVE REMOVAL,
EA
3
12"
29
VALVE REMOVAL,
EA
1
6-F
30
VALVE BOX
EA
6
REMOVAL
31
REMOVAL OF
SY
5
SIDEWALK
32
REMOVAL OF
SY
37
DRIVEWAY
33
SIDEWALK, PCC,
SY
5
4"
34
DRIVEWAY,
SY
37
PAVED, PCC 7-
35
FULL DEPTH
SY
134
PATCH, PCC 10"
36
FULL DEPTH
SY
12
PATCH, 8",
ASPHALT
37
TEMPORARY
LS
1
TRAFFIC
CONTROL
38
TEMPORARY
AC
01
SEEDING, TYPE 5
Highway g—East ".'Water —Main} —Replacement --Project '--'--."'------'-----
040'0—Page 3of6
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BID
ESTIMATED UNIT EXTENDED
ITEM
DESCRIPTION
UNITS
QUANTITY PRICE AMOUNT
39
HYDROSEEDING,
AC
0.7
TYPE 1 SEED MIX
40
SWPPP
LF
2600
MEASURES -
WATTLES, 9"
41
RIP RAP, CLASS E
TN
14
42
INLET
EA
1
PROTECTION
DEVICE, SURFACEi
APPLIED'
43
CONSTRUCTION
LS
1
N)
SURVEY
T°
44
MOBILIZATION
LS
1
45
CONCRETE
LS
1
=
WASHOUT
TOTAL EXTENDED AMOUNT = $
The Bidder may submit computer -generated unit price table in accordance with the Special
Provisions.
'This is a provisional quantity to establish a unit price in case this item is needed during
construction.
Highway 6 East Water Main Replacement Project 0400 — Page 4 of 6
INSERT IN ENVELOPE 2
The names of those persons, firms, companies or other parties with whom we intend to enter into
a subcontract, together with the type of subcontracted work and approximate dollar amount of the
subcontract, are as follows:
NOTE. All subcontractors are subject to approval by City of Iowa C4,
Highway 6 East Water Main Replacement Project 0400 — Page 5 of 6
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The undersigned Bidder is alan:
❑ Individual, Sole Proprietorship
❑ Partnership
❑ Corporation
❑ Limited Liability Company
❑ Joint venture
❑ Other
Its Public Registration Number issued by the Iowa Commissioner of Labor, pursuant to Section
91 C.5 of the Iowa Code is:
Failure to provide said Registration Number shall result in the bid being read under advisement.
A contract will not be executed until the Contractor is registered to do business in the State of
Iowa.
Bidder's Name
Signature
Printed Name
Title
Street Address
City, State, Zip Code
Telephone Number
NOTE: The signature on this proposal must be an original signature in ink; copies, facsimiles, or
electronic signatures will not be accepted.
Highway 6 East Water Main Replacement Project 0400n— Page 6 of 6
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0405
BIDDER STATUS FORM
All bidders must submit the following completed fixul to the governmen(ai body ivquesting bids per 875 Iowa Administrative Code Cli4lgq 1,56.
.... ....... _..
To be completed by all bidders Part A-
D Yes 0 No My company is authorised to transact business in Iowa.
(To help yrw delermine tl)ywr Please review the W644heet: A whorization to Tratmact fiwdtrex&�.
0 Yes 0 No My company has an office to transact business in Iowa.
0 Yes 0 No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail.
0 Yes 0 No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on
this project.
0 Yes 0 No My company is not a subsidiary of another business entity or my company is a subsidiary of another business
entity that would qualify as a resident bidder in Iowa.
If you answered "Yes" for each question above, your company qualifies as a resident bidder. Please complete
Parts B and D of this form.
If you answered "No" to one or more questions above, your company is a non-resident bidder. Please
complete Parts C and D of this form.
To be completed by resident bidders Part B
Date,;:
to
(njnjlddly�vyy)
Dates: to
("imldd, yyyy)
Dates: to
(minleldlyyyy)
You mqy attach additional sheet(s) if needed,
Address
City, State, Zip Code:
Address-.,
City, State, Zip Code:
Address:
City, State, Zip Code:
To be completed by non-resident bidders Part C_
1. Narne of home state or foreign country reported to the Iowa Secretary of State:
2. Does your company's home state or foreign country offer preference to bidders who are residents.' 0 Yes 0 No
3. If you ans-wered "Yes" to question 2, identify each preference offered by yourcompany's home state or foreign country and the
appropriate legal citation.
You otay attach additional sheet(s) tf needed.
To be completed by all bidders Part D
I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to
provide accurate and truthful infon-nation may be a reason to reject my bid.
Finn Name:
Signature:
Date:
Highway 6 East Water Main Replacement Project 0405 — Page 1 of 2
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WORKSHEET: AUTHORIZATION TO TRANSACT BUSINESS
This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the
following describes your business, you are authorized to transact business in Iowa.
❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor.
❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes.
❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general
partners or joint venture parties are residents of Iowa for Iowa income tax purposes.
❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees
required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution.
❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa,
the corporation has received a certificate of authority from the Iowa Secretary of State, has filed its most recent
biennial report with the Secretary of State, and has neither received a certificate of withdrawal from the Secretary
of state nor had its authority revoked.
❑ Yes ® No My business is a limited liability partnership which has filed a statement of qualification in this
state and the statement has not been canceled.
❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state
other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not
been filed.
Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a
certificate of limited partnership in this state, and has not filed a statement of termination.
❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of
limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership
has received notification from the Iowa Secretary of state that the application for certificate of authority has been
approved and no notice of cancellation has been filed by the limited partnership or t.N9 limited liability limited
partnership.
❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in Iowa and
has not filed a statement of termination.
❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in a state
other than Iowa, has received a certificate of authority to transact business in Iowa and the certificate has not
been revoked or canceled.
Highway 6 East WaterMainReplacement Project 0405-Page 24of 2
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0410
BID BOND FORM
HIGHWAY 6 EAST WATER MAIN REPLACEMENT PROJECT
CITY OF IOWA CITY
, as Principal, and ,
as Surety declare that we are held and are firmly bound unto the City of Iowa City, Iowa,
hereinafter called "OWNER," in the amount of to
pay said sum as herein provided. We as Principal and Surety further promise and declare that
these obligations shall bind our heirs, executors, administrators, and successors jointly and
severally. This obligation is conditioned on the Principal submission of the accompanying bid,
dated for Highway 6 East Water Main Replacement Project.
NOW, THEREFORE,
(a) If said Bid shall be rejected, or in the alternate,
(b) If said Bid shall be accepted and the Principal shall execute and deliver a contract
in the form specified, and the Principal shall then furnish a security for the
Principal's faithful performance of said Project, and for the payment of all persons
performing labor or furnishing materials in connection therewith, and shall in all
other respects perform the Project, as agreed to by the City's acceptance of said
Bid,
then this obligation shall be void. Otherwise this obligation shall remain in full force and effect,
provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed
the amount of the obligation stated herein.
By virtue of statutory authority, the full amount of this bid security shall be forfeited to the
Owner in the event that the Principal fails to execute the contract and provide the security, as
provided in the Project Manual or as required by law.
The Surety, for value received, hereby stipulates and agrees that the obligations of said
Surety and its security shall in no way be impaired or affected by any extension of the time within
which the Owner may accept such Bid or may execute such contract documents, and said Surety
does hereby waive notice of any such time extension.
The Principal and the Surety hereto execute this bid security this day
of , A. a., 20
Witness
(Seal)
Principal
By: (Title)
M
(Seal)
Surety
Witness (Attorney -in -fact)
Attach Power -of -Attorney, if applicable
Highway 6 East Water Main Replacement Project 0410 —Page 1 of 1
0500
CONTRACT
HIGHWAY 6 EAST WATER MAIN REPLACEMENT PROJECT
CITY OF IOWA CITY
This Contract is made and entered into by and between the City of Iowa City, Iowa ("City"),
and ("Contractor').
Whereas, the City has prepared certain Plans, Specifications, Proposal and Contract
dated the 2nd day of February, 2024, for the Highway 6 East Water Main Replacement ("Project"),
and
Whereas, the City publicly solicited bids for construction of said Project; and
Whereas, Contractor submitted a bid on the Project described in said Project Manual; and
Whereas, the parties hereto now wish to enter into this Contract for the construction of
said Project.
Now, therefore, it is agreed:
QV
1. The Contractor hereby agrees to perform the Project for the sums listed its
Proposal including the total extended amount of $
which sums are incorporated herein by this reference.
2. This Contract consists of the Contract Documents, as defined in the So ttion 1010,
1.03, and the following additional component parts which are incorporated herein
by reference:
a. Contractor's Completed Bidder Status Form; attached hereto', and
b. Contractor's Completed Contract Compliance Program (Anti -
Discrimination Requirements) Assurance, if applicable, pursuant to Section
0200, attached hereto; and
C. Contractor's Completed Wage Theft Affidavit, if applicable, pursuant to
Section 0200, attached hereto.
The above components are deemed complementary and what is called for by one shall
be as binding as if called for by all,
Wldhw-aT6 East —Water Main —Re—pla—ce-m—ent—Pr—oje—ct------'-'--"—'---'-0-50-0 --Pag--e 1 of 2
1 The names of those persons., firms, companies or other parties, acknowledged by
the City, with whom we intend to enter into a subcontract, together with the type of
subcontracted work and approximate dollar amount of the subcontract, are as
follows (or shown on an attachment):
NAME OF i
SUBCONTRACTORS I TYPE OF WORK
DATED this
day of
APPROXIMATE
COSTS
20
(The City of Iowa City will date this Contract after all signatures are obtained)
City Contractor
By: BY:
Signature of City Official Signature of Contractor Officer
Printed Name of City Official
ATTEST:
By:
City Clerk (for Formal Projects only)
City Attorney's Office
Printed Name of Contractor Officer
Title of Contractor Officer
ATTEST:
By: . . ... .. ....... .
(Company Official)
'Highway 6 East Water Main Replacement Project 0500 — Page 2 of 2
0510
PERFORMANCE, PAYMENT, AND MAINTENANCE BOND
HIGHWAY 6 EAST WATER MAIN REPLACEMENT PROJECT
CITY OF IOWA CITY
Know All by These Presents:
That we, as Principal
(hereinafter the "Contractor" or "Principal") and
as Surety are held and firmly bound unto City of Iowa City, Iowa, as Obligee referred
I (hereinafter . fe
to as "the Jurisdiction"), and to all persons who may be injured by any breadh.'of any of the
conditions of this Bond in the penal sum of
dollars ($ ), lawful money of the United States, for the payment of which
sum, well and truly to be made, we bind ourselves, our heirs, legal representatives and assigns,
jointly or severally, firmly by these presents.
The conditions of the above obligations are such that whereas said Contractor entered into a
contract with the Jurisdiction, bearing date the day of
, (hereinafter the 'Contract") wherein said Contractor undertakes and agrees to
construct the following described improvements:
Installation of approximately 2,100 LF of 16" ductile iron and PVC water main, with associated
valves, hydrants, service connections, traffic control, pavement removal and surface restoration
and is located at Highway 6 East between Fairmeadows Boulevard and Industrial Park Road.
To faithfully perform all the terms and requirements of said Contract within the time therein
specified, in a good and workmanlike manner, and in accordance with the Contract Documents,
It is expressly understood and agreed by the Contractor and Surety in this bond that the following
provisions are a part of this Bond and are binding upon said Contractor and Surety, to -wit:
Performance: The Contractor shall well and faithfully observe, perform, fulfill, and abide
by each and every covenant, condition, and part of said Contract, by reference made a
part hereof, for the above referenced improvements, and shall indemnify and save
harmless the Jurisdiction from all outlay and expense incurred by the Jurisdiction by
reason of the Contractor's default of failure to perform as required. The Contractor shall
also be responsible for the default or failure to perform as required under the Contract and
Contract Documents by all its subcontractors, suppliers, agents, or employees furnishing
materials or providing labor in the performance of the Contract.
2, Payment: The Contractor and the Surety on this Bond hereby agreed to pay all just claims
submitted by persons, firms, subcontractors, and corporations furnishing materials for or
performing labor in the performance of the Contract on account of which this Bond is given,
including but not limited to claims for all amounts due for labor, materials, lubricants, oil,
gasoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor
or any subcontractor, wherein the same are not satisfied out of the portion of the contract
price the Jurisdiction is required to retain until completion of the improvement, but the
Contractor and Surety shall not be liable to said persons, firms, or corporations unless the
Highway 6 East Water Main Replacement Project 0510 —Page 1 of 4
claims of said claimants against said portion of the contract price shall have been
established as provided by law. The Contractor and Surety hereby bind themselves to the
obligations and conditions set forth in Chapter 573 of the Iowa Code, which by this
reference is made a part hereof as though fully set out herein.
3. Maintenance: The Contractor and the Surety on this Bond hereby agree, at their own
expense:
A. To remedy any and all defects that may develop in or result from work to be
performed under the Contract within the period of five year(s) (5) from the date of
acceptance of the work under the Contract, by reason of defects in workmanship
or materials used in construction of said work;
B, To keep all work in continuous good repair; and
C. To pay the Jurisdiction's reasonable costs of monitoring and inspection to assure
that any defects are remedied, and to repay the Jurisdiction all outlay and expense
incurred as a result of Contractor's and Surety's failure to remedy any defect as
required by this section.
4. General: Every Surety on this Bond shall be deemed and held bound, any contract to the
contrary notwithstanding, to the following provisions:
A. To consent without notice to any extension of time to the Contractor in which to
perform the Contract;
B. To consent without notice to any change in the Contract or Contract Documents,
which thereby increases the total contract price and the penal sum of this bond,
provided that all such changes do not, in the aggregate, involve an increase of
more than 20% of the total contract price, and that this bond shall then be released
as to such excess increase; and
C. To consent without notice that this Bond shall remain in full force and effect until
the Contract is completed, whether completed within the specified contract period,
within an extension thereof, or within a period of time after the contract period has
elapsed and the liquidated damage penalty is being charged against the
Contractor.
D. That no provision of this Bond or of any other contract shall be valid that limits to
less than five year(s) (5) after the acceptance of the work under the Contract the
right to sue on this Bond.
E. That as used herein, the phrase "all outlay and expense" is not to be limited in any
way, but shall include the actual and reasonable costs and expenses incurred by
the Jurisdiction including interest, benefits, and overhead where applicable.
r Accordingly, "all outlay and expense" would include but not be limited to all contract
or employee expense, all equipment usage or rental, materials, testing, outside
-." experts, attorneys fees (including overhead expenses of the Jurisdiction's staff
attorneys), and all costs and expenses of litigation as they are incurred by the
: = `` Jurisdiction. It is intended the Contractor and Surety will defend and indemnify the
�= Jurisdiction on all claims made against the Jurisdiction on account of Contractor's
failure to perform as required in the Contract and Contract Documents, that all
agreements and promises set forth in the Contract and Contract Documents, in
approved change orders, and in this Bond will be fulfilled, and that the Jurisdiction
will be fully indemnified so that it will be put into the position it would have been in
had the Contract been performed in the first instance as required.
Highway 6 East Water Main Replacement Project 0510 — Page 2 of 4
In the event the Jurisdiction incurs any "outlay and expense" in defending itself against
any claim as to which the Contractor or Surety should have provided the defense, or in the
enforcement of the promises given by the Contractor in the Contract, Contract Documents,
or approved change orders, or in the enforcement of the promises given by the Contractor
and Surety in this Bond, the Contractor and Surety agree that they will make the
Jurisdiction whole for all such outlay and expense, provided that the Surety's obligation
under this bond shall not exceed 125% of the penal sum of this bond.
In the event that any actions or proceedings are initiated regarding this Bond, the parties
agree that the venue thereof shall be Johnson County, State of Iowa. If legal action is
required by the Jurisdiction to enforce the provisions of this Bond or to collect the monetary
obligation incurring to the benefit of the Jurisdiction, the Contractor and the Surety agree,
jointly, and severally, to pay the Jurisdiction all outlay and expense incurred therefor by
the Jurisdiction. All rights, powers, and remedies of the Jurisdiction hereunder shall be
cumulative and not alternative and shall be in addition to all rights, powers, and remedies
given to the Jurisdiction, by law. The Jurisdiction may proceed against surety for any
amount guaranteed hereunder whether action is brought against the Contractor or whether
Contractor is joined in any such action(s) or not.
Now therefore, the condition of this obligation is such that if said Principal shall faithfully
perform all the promises of the Principal, as set forth and provided in the Contract and in
this Bond, then this obligation shall be null and void, otherwise it shall remain in full force
and effect.
When a work, term, or phrase is used in this Bond, it shall be interpreted or construed first
as defined in this Bond and the Contract: second, if not defined in the Bond or Contract, it
shall be interpreted or construed as defined in applicable provisions of the Iowa Code;
third, if not defined in the Iowa Code, it shall be interpreted or construed according to its
generally accepted meaning in the construction industry; and fourth, if it has no generally
accepted meaning in the construction industry, it shall be interpreted or construed
according to its common or customary usage.
Failure to specify or particularize shall not exclude terms or provisions not mentioned and
shall not limit liability hereunder. The Contract is hereby made a part of this Bond.
Highway 6 East Water Main Replacement Project 0510 — Page 3 of 4
PRINCIPAL: SURETY:
Printed Name of Contractor Officer Surety Company Name
By By
Signature of Contractor Officer Signature of Attorney -in -Fact Officer
Title of Contractor Officer Printed Name of Attorney -in -Fact Officer
4J2 Company Name of Attorney -in -Fact
Company Address of Attorney -in -Fact
CO.
U- City, State, Zip Code of Attorney -in -Fact
P�
Telephone Number of Attorney -in -Fact
NOTE:
1 All signatures on this performance, payment, and maintenance bond must be
original signatures in ink; copies, facsimile, or electronic signatures will not be
accepted.
2. This bond must be sealed with the Surety's raised, embossing seal.
3. The Certificate or Power of Attorney accompanying this bond must be valid on its
face and sealed with the Surety's raised, embossing seal.
4. The name and signature of the Surety's Attorney-in-Fact/Officer entered on this
bond must be exactly as listed on the Certificate or Power of Attorney
accompanying this bond.
Highway 6 East Water Main Replacement Project 0510 — Page 4 of 4
0520
CONTRACT COMPLIANCE
SECTION I - GENERAL POLICY STATEMENT
It is the policy of the City of Iowa City to require equal employment opportunity in all City contract
work, This policy prohibits discrimination by the City's contractors, consultants and vendors and
requires them to ensure that applicants seeking employment with them and their employees are
treated equally without regard to age, color, creed, disability, gender identity, marital status,
national origin, race, religion, sex, or sexual orientation.
It is the City's intention to assist employers, who are City contractors, vendors or consultants, in
designing and implementing equal employment opportunity so that all citizens will be afforded
equal accessibility and opportunity to gain and maintain employment.
Provisions:
1. All contractors, vendors, and consultants requesting to do business with the. City must
submit an Equal Opportunity Policy Statement before the execution of the contract.
2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if
required by another governmental agency) must abide by the requirements of the City's
Contract Compliance Program. Emergency contracts may be exempt from this provision
at the discretion of the City. Regardless of the value of the contract, all contractors,
vendors, and consultants are subject to the City's Human Rights Ordinance, which is
codified at Article 2 of the City Code.
3. Contracting departments are responsible for assuring that City contractors, vendors, and
consultants are made aware of the City's Contract Compliance Program reporting
responsibilities and receive the appropriate reporting forms. A notification of requirements
will be included in any request for proposal and notice of bids.
4. Prior to execution of the contract, the completed and signed Assurance of Compliance
(located on 0520 — Pages 2 and 3) or other required material must be received and
approved by the City.
5. Contracting departments are responsible for answering questions about contractor,
consultant and vendor compliance during the course of the contract with the City.
6. All contractors, vendors, and consultants must refrain from the use of any signs or
designations which are sexist in nature, such as those which state "Men Working" or
"Flagman Ahead," and instead use gender neutral signs.
7. All contractors, vendors, and consultants must assure that their subcontractors abide by
the City's Human Rights Ordinance. The City's protected classes are fisted at Iowa City
City Code Section 2-3-1.
Highway 6 East Water Main Replacement Project 0520 — Page 1 of 6
SECTION 11 - ASSURANCE OF COMPLIANCE
The following sets forth the minimum requirements of a satisfactory Equal Employment
Opportunity Program which will be reviewed for acceptability, PLEASE RETURN PAGES 2
THROUGH 3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE
EXECUTION OF THE CONTRACT.
With respect to the performance of this contract, the contractor, consultant or vendor agrees as
follows. (For the purposes of these minimum requirements, "contractor" shall include consultants
and vendors.)
1 The contractor will not discriminate against any employee or applicant for employment and
will take affirmative efforts to ensure applicants and employees are treated during
employment without regard to their age, color, creed, disability, gender identity, marital
status, national origin, race, religion, sex, or sexual orientation. Such efforts shall include,
but not be limited to the following: employment, promotion, demotion, or transfer;
recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of
compensation; and selection for training, including apprenticeship.
2. The contractor will, in all solicitations or advertisements for employees placed by or on
behalf of the contractor, state that it is an equal opportunity employer.
Note: Contracts that are federally funded are subject to Executive Order No. 11246, as
amended, and the regulations (see generally 29 U.S.C. § 1608 et seq.) and relevant orders
of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said
regulations and orders.
3. Provide a copy of your written Equal Employment Opportunity policy statement.
Where is this statement posted?
4. What is the name, telephone number and address of your business' Equal Employment
Opportunity Officer?
(Please print)
Phone Number
Street Address
City, State, Zip Code
Highway 6 East Water Main Replacement Project 0520 — Page 2 of 6
5, The undersigned agrees to display, in conspicuous places at the work site, all posters
required by federal and state law for the duration of the contract. NOTE: The City can
provide assistance in obtaining the necessary posters.
6. How does your business currently inform applicants, employees, and recruitment sources
(including unions) that you are an Equal Employment Opportunity employer?
The above responses are true and correctly reflect our Equal Em ployment Opportunity policies.
Business Name Phone Number
Signature Title
Print Name Date
ry
Highway 6 East Water Main Replacement Project 0520 — Page 3 of 6
SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT
OPPORTUNITIES
COMPANY POLICY
Determine your company's policy regarding equal employment opportunities. Document
the policy and post it in a conspicuous place so that it is known to all your employees.
Furthermore, disseminate the policy to all potential sources of employees and to your
subcontractors asking their cooperation. The policy statement should recognize and
accept your responsibility to provide equal employment opportunity in all your employment
practices. In regard to dissemination of this policy, this can be done, for example, through
the use of letters to all recruitment sources and subcontractors, personal contacts,
employee meetings, web page postings, employee handbooks, and advertising.
2. EQUAL EMPLOYMENT OPPORTUNITY OFFICER
Designate an equal employment opportunity officer or, at minimum, assign someone the
responsibility of administering and promoting your company's Equal Employment
Opportunity program. This person should have a position in your organization which
emphasizes the importance of the program.
3. INSTRUCT STAFF
Your staff should be aware of and be required to abide by your Equal €41ployment
Opportunity program. All employees authorized to hire, supervise, promote, 4discharge
employees or are involved in such actions should be trained and required to comply with
your policy and the current equal employment opportunity laws.
4. RECRUITMENT
(a) Let potential employees know you are an equal opportunity employer. This can be
done by identifying yourself on all recruitment advertising as "an equal opportunity
employer".
(b) Use recruitment sources that are likely to yield diverse applicant pools.
Word-of-mouth recruitment will only perpetuate the current composition of your
workforce. Send recruitment sources a letter annually which reaffirms your
commitment to equal employment opportunity and requests their assistance in
helping you reach diverse applicant pools.
(c) Analyze and review your company's recruitment procedures to identify and
eliminate discriminatory barriers.
(d) Select and train persons involved in the employment process to use objective
standards and to support equal employment opportunity goals.
(e) Review periodically job descriptions to make sure they accurately reflect major job
functions. Review education and experience requirements to make sure they
accurately reflect the requirements for successful job performance.
(f) Review the job application to ensure that only job related questions are asked. Ask
yourself "is this information necessary to judge an applicant's ability to perform the
job applied for?" Only use job -related tests which do not adversely affect any
particular group of people.
(g) Monitor interviews carefully. Prepare interview questions in advance to assure that
they are only job related. Train your interviewers on discrimination laws. Biased
Highway 6 East Water Main Replacement Project 0520 — Page 4 of 6
and subjective judgments in personal interviews can be a major source of
discrimination.
(h) Improve hiring and selection procedures and use non -biased promotion, transfer
and training policies to increase and/or improve the diversity of your workforce
representation. Companies must make sure procedures for selecting candidates
for promotion, transfer and training are based upon a fair assessment of an
employee's ability and work record. Furthermore, all companies should post and
otherwise publicize all job promotional opportunities and encourage all qualified
employees to bid on them.
For your information is a copy of Section 2-3-1 of the City Code which prohibits certain
discriminatory practices in employment can be found at:
https://codelibrary.amlegal,com/co,des/iowacityia/latest/iowacity !a/0-0-0-631#JD 2-3-1.
Please note that the protected characteristics include some not mandated for protection
by Federal or State law. As a contractor, consultant or vendor doing business with the City
of Iowa City you are required to abide by the provisions of the local ordinance in
conjunction with your performance under a contract with the City.
t)
ry
0"�
Highway 6 East Water Main Replacement Project 0520 — Page 5 of 6
SAMPLE: EQUAL EMPLOYMENT OPPORTUNITY POLICY
To all employees of
This Company and its employees shall not discriminate against any employee or applicant for
employment based on his or her age, color, creed, disability, gender identity, marital status,
national origin, race, religion, sex, or sexual orientation. The anti -discrimination policy extends to
decisions involving hiring, promotion, demotion, or transfer', recruitment or recruitment advertising;
layoff or termination; rates of pay or other forms of compensation; and selection for training,
including apprenticeship. Further, this Company and its employees will provide a working
environment free from such discrimination.
All employees are encouraged to refer minority and women applicants and applicants with
disabilities for employment.
The Equal Employment Opportunity Officer for the
is:
Name:
Address:
Telephone:
NOTE: This is a SAMPLE ONLY.. You may wish to confer with your Equal Employment
Opportunity (EEO) officer or legal counsel to formulate a policy which specifically meets the needs
of your company.
Highway 6 East Water Main Replacement Project 0520 — Page 6 of 6
0530
-WAGE THEFT POLICY
It is the policy of the City of Iowa City, as expressed by City Council Resolution No. 15-364
adopted on November 10, 2015, not to enter into certain contracts with, or provide discretionary
economic development assistance to, any person or entity (including an owner of more than 25%
of the entity) who has admitted guilt or liability or been adjudicated guilty or liable in any judicial
or administrative proceeding of committing a repeated or willful violation of the Iowa Wage
Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or
any comparable state statute or local ordinance, which governs the payment of wages, for a period
of five (5) years from the date of the last conviction, entry of plea, administrative finding or
admission of guilt. (hereinafter "Wage Theft Policy")
1. Application. The Wage Theft Policy applies to the following:
a. Contracts in excess of $25,000 for goods, services or public improvements.
b. Contracts for discretionary economic development assistance. "Discretionary"
economic development assistance shall mean any economic development
assistance provided by the City of Iowa City that is not required by law.
11. Exceptions. The Wage Theft Policy does not apply to emergency purchases of goods
and services, emergency construction or public improvement work, sole source contracts
excepted by the City's purchasing manual, cooperative/piggyback purchasing or contracts
with other governmental entities.
Ill. Affidavit. The contracting entity must complete the attached affidavit showing
compliance with the Wage Theft Policy and provide it to the Contracting Department
prior to the execution of the contract.
Contract provision: Any contract to which this policy is applicable will include the following contract
provision: If the City becomes aware that a person or entity (including an owner of more than
25% of the entity) has admitted guilt or liability or been adjudicated guilty or liable in any judicial
or administrative proceeding of committing a repeated or willful violation of the Iowa Wage
Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or
any comparable state statute or local ordinance, which governs the payment of wages, within the
five (5) year period prior to the award or at any time after the award, such violation shall constitute
a default under the contract.
IV, Waivers. If a person or entity is ineligible to contract with the City as a result of the Wage
Theft Policy it may submit a request in writing indicating that one or more of the following
actions have been taken:
a. There has been a bona fide change in ownership or control of the ineligible person
or entity;
b. Disciplinary action has been taken against the individual(s) responsible for the acts
giving rise to the violation(s);
Highway 6 East Water Main Replacement Project 0530 — Page 1 of 3
C. Remedial action has been taken to prevent a recurrence of the acts giving rise to
the disqualification or default; or
d. Other factors that the person or entity believes are relevant.
The City Manager or Designee shall review the documentation submitted, make any inquiries
deemed necessary, request additional documentation if warranted and determine whether a
reduction in the ineligibility period or waiver is warranted. Should the City Manager or Designee
determine that a reduction or waiver of the ineligibility period is warranted the City Manager or
Designee shall make such recommendation to the City Council. The City Council will make a final
decision as to whether to grant a reduction or waiver.
Highway 6 East Water Main Replacement Project 0530 — Page 2 of 3
WAGE THEFT AFFIDAVIT
1, , certify under penalty of perjury and pursuant to
the laws of the State of Iowa that the following is true and correct:
1 1 am the [position] of
[-contracting entity"] and have the authority to execute this affidavit on behalf of said
contracting entity and any person or entity with an ownership interest in said contracting
entity of more than 25%.
2, Neither ["contracting entity"] nor any person or entity
with an ownership interest of more than 25% of said contracting entity has been
adjudicated guilty or liable in any judicial or administrative proceeding of committing a
repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum
Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local
ordinance, which governs the payment of wages in the last 5 years.
Signature
ry
9R
Highway 6 East Water Main Replacement Project 0530 — Page 3 of 3
SUDAS STANDARD SPECIFICATIONS
The City of Iowa City has adopted the SUDAS Standard Specifications for use on all public
improvement projects and construction within the public right-of-way. The SUDAS Standard
Specifications are incorporated herein by reference. Copies of the current version of the SUDAS
Standard Specifications Manual can be obtained from the SUDAS website at:
https:Hiowasudas.org/manuals/specifications-manual/. These specifications are kept on file in the
City Engineer's Office and will be made available for viewing by City staff and the public.
Previous editions of the SUDAS Standard Specifications can be found here:
https:!/iowasudas.orglarchived-specifications/.
Co
N
Ai
Wighway 6 East Water Main Replacement Project Page 1 of 1
GENERAL SUPPLEMENTAL SPECIFICATIONS
The City of Iowa City has adopted the General Supplemental Specifications for use on all public
improvement projects and construction within the public right-of-way, The General Supplemental
Specifications are incorporated by reference. Copies of the General Supplemental Specifications
can be obtained from the website at: https:/Iiowasudas.or-q/supplementaI-specifications/. These
specifications are kept on file in the City Engineer's Office and will be made available for viewing
by City staff and the public.
Highway G East Water Main Replacement Project Page 1 of 1
SUPPLEMENTAL SPECIFICATIONS
The City of Iowa City has adopted the Supplemental Specifications to the 2023 Edition of the
SUDAS Standard Specifications Manual for use on all public improvement projects and
construction within the public right-of-way. The Supplemental Specifications are incorporated
herein by reference- Copies of the current version can be obtained at: httpsJ1wwwJow2-
city. org/webl ink/O/edoc/ 1 845668/C I C1%20Supplemental %20Specs.pdf or are available in the City
Engineering Division Office,
Highway 6 East Water Main Replacement Project
Page 1 of 1
SPECIAL PROVISIONS
The City of Iowa City allows bidders to submit a computer -generate attachment, hereinafter
referred to as unit price attachment, in lieu of completing that portion of the Proposal identifying
the bid items, description, unit, quantity, and unit prices. See Section 1020, 1.09.13, for details on
preparing a computer -generated unit price attachment.
This project includes several additional modifications to the SUDAS Standard Specifications
beyond the Supplemental Specifications referenced earlier in this Project Manual.
Measurement and Payment for items that are not covered by a measurement and payment item
in either SUDAS or Iowa City Supplemental Specifications:
5010-999-A, Cut -In Connection, 12"
5010.999-A, Cut -In Connection, 16"
Measurement & Payment by each cut -in connection made. The unit price for each item includes,
but is not limited to advanced coordination with City of Iowa City for required customer notices
and outages; measuring, cutting, and removing section of existing water pipe, plug, or fitting;
dewatering and cleaning existing water pipe; furnishing and using all temporary plugs and
disinfectant to prevent contamination of existing water pipe, polyethylene wrap; furnishing and
installing coupling, sleeve(s), gaskets, mechanical joint gland, restraining devices; leak. testing;
bracing, connecting now water pipe to existing water pipe, fitting, or valve; excavation; backfill;
compaction; and furnishing all labor, materials and equipment necessary to complete work.
Measurement and Payment for items that have a measurement and payment item in either
SUDAS or Iowa City Supplemental Specifications, and are further modified or clarified. The
original measurement and payment description applies, except as modified as follows:
90110-13, Hydraulic Seeding, Fertilizing, and Mulching, Type I Seed Mix, Unit price also
includes watering and warranty.
9040-F-1, SWPPP Measures — Wattles, Unit price includes installation, removal, and
maintenance of wattles due to any rain event occurring while the measure is installed.
9040-T-1, Inlet Protection Devices, Unit price includes installation, removal, and maintenance
of inlet protection devices due to any rain event occurring while the measure is installed...'
Highway 6 East Water Main Replacement Project Page 1 of 1
PLANS (UNDER SEPARATE COVER)
SHEET
NUMBER
TITLE
REVISION
NUMBER
A.1
COVER SHEET
0
A.2
A.3
OVERVIEW MAP, SHEET INDEX
PHASING PLAN
0
0
B.1
DETAILS
0
C.1
QUANTITIES AND NOTES
0
C.2
C.3
ESTIMATE REFERENCE NOTES
TABULATIONS
0
0
F.1
REMOVALS
0
J.1
TRAFFIC CONTROL PHASE 1, 2, 2B
0
J.2
J.3
TRAFFIC CONTROL PHASE 3
TRAFFIC CONTROL PHASE 4
0
0
MWMA
PLAN AND PROFILE
0
MWM.2
MWM.3
PLAN AND PROFILE
_ __ __.._ _ .. _
PLAN AND PROFILE
0
_. ------ --
0
M W M.4�
__-_-
PLAN
N AND PROFILE
0
MWM.5
PLAN AND PROFILE
0
MWM.6
PLAN AND PROFILE
0
cry
Highway 6 East Water Main Replacement Project Page 1 of 1
CITY OF IOWA CITY
LEGEND
OSANITARY MANHOLE
UTILITY POLE
UTILITY POLE WITH GUYS
(9��
WATER SERVICE
)QQ
z�O
FIRE HYDRANT
xGATE
VALVE
REDUCER
— W
PROPOSED WATER MAIN
— Wx
EXISTING WATER MAIN
G x
EXISTING NATURAL GAS
— ESx
EXISTING OVERHEAD ELECTRIC
— SS x
EXISTING SANITARY SEWER
— SDx
EXISTING STORM DRAIN
— C x —
EXISTING TELECOM UTILITY
— SF
SILT FENCE
HWY 6 EAST WATER MAIN
REPLACEMENT PROJECT
CITY OF IOWA CITY
IOWA CITY, IOWA
CIP NO. W3320
DRAWING LIST
SHEET NUMBER
TITLE
REVISION
NUMBER
A.1
COVER SHEET
0
A.2
OVERVIEW MAP, SHEET INDEX
0
A.3
PHASING PLAN
0
B.1
DETAILS
0
C.1
QUANTITIES AND NOTES
0
C.2
ESTIMATE REFERENCE NOTES
0
C.3
TABULATIONS
0
F.1
REMOVALS
0
1.1
TRAFFIC CONTROL PHASE 1, 2, 2B
0
1.2
TRAFFIC CONTROL PHASE 3
0
1.3
TRAFFIC CONTROL PHASE 4
0
MWM.1
PLAN AND PROFILE
0
MWM.2
PLAN AND PROFILE
0
MWM.3
PLAN AND PROFILE
0
MWM.4
PLAN AND PROFILE
0
MWM.5
PLAN AND PROFILE
0
MWM.6
PLAN AND PROFILE
0
PROPERTY LINE
LOCATION MAP
r 7 EXISTING OVERHEAD TELEPHONE LINE
�Oly
I ST
3RD AVE BRADFORD DR
Gs J ST
c9J� 2ND AVE SOUTHEAST
JUNIOR HIGH MERCER
�pJ PARK
IOWA CITY CO
FULL DEPTH PAVEMENT, DRIVEWAY, OR
SIDEWALK REMOVE AND REPLACE
ABBREVIATIONS
APPROX APPROXIMATE
MARKETPLACE LOWER MUSCATINE RD
PROJECT LOCATION
DI DUCTILE IRON
DIP DUCTILE IRON PIPE
LF LINEAR FEET
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FAIRMEADOWS
LT LEFT
MIN MINIMUM
PVC POLYVINYL CHLORIDE
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Know what's below.
Call before you dig.
BURIED UTILITES ARE SHOWN ACCORDING TO
AVAILABLE INFORMATION. CONTRACTOR SHALL
LOCATE ALL UTILITIES PRIOR TO EXCAVATION.
THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) STANDARD
SPECIFICATIONS, GENERAL SUPPLEMENTAL SPECIFICATIONS,
SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS.
IOWA ONE CALL - UTILITY CONTACT INFORMATION
CENTURYLINK/ LUMEN
MEDIACOM IOWA CITY
Contact Name : Sadie Hull
Contact Name : Darwin Driscoll
Contact Phone: (918) 547-0147
Contact Phone:845-204-5742
Contact Email: sadie.hull@lumen.com
Contact Email: ddriscoll@mediacomcc.com
IOWA CITY COMMUNITY SCHOOL DISTRICT
MIDAMERICAN ENERGY -GAS
Contact Name : Justin Miller
Contact Name : Carson Hemphill
Contact Phone: (319) 688-1292
Contact Phone: (319) 341-4461
Contact Email: miller.justin@iowacityschools.org
Contact Email: crhemphill@midamerican.com
IOWA CITY RIGHT-OF-WAY TECHNICIAN
MIDAMERICAN ENERGY -ELECTRIC
Contact Name: Josh Rohret
Contact Name : Lindsay Houston
Contact Phone: (319) 930-1917
Contact Phone: (319) 341-4419
Contact Office: (319) 356-5438
Contact Email: lindsay.houston@midamerican.com
IOWA CITY TRAFFIC ENGINEERING
UNIVERSITY OF IOWA
Contact Name: Brock Holub
Contact Name : Chris Hatland
Contact Phone: (319) 356-5482
Contact Phone:
Contact Email: brock-holub@iowa-city.org
Contact Email: chris-hatland@uiowa.edu
IOWA CITY WASTEWATER DIVISION ON -CALL
AUREON NETWORK SERVICES
COLLECTIONS
Contact Name : Jeff Klocko
Contact Phone: (319) 631-1144
Contact Phone:5158300445
Contact Email: jeff.klocko@aureon.com
IOWA CITY WATER DIVISION
Contact Name: Water Office
UNITE PRIVATE NETWORKS, LLC
Contact Phone: (319) 356-5160
Contact Name : Joe Kilzer
Contact Email: water@iowa-city.org
Contact Phone: 8164253556
Contact Email: upngis@upnfiber.com
IMON COMMUNICATIONS, LLC
Contact Name : Matthew Kearney
Contact Phone: (319) 261-4640
Contact Email: matthew.kearney@imon.net
I hereby certify that this engineering document was prepared by me
or under my direct personal supervision and that I am a duly licensed
ESSIO,tq�,,, Pr ssional Enginee nder the laws of the State of Iowa.
zyo BRADLEv w' �Z'= W 2/2/2024
"'• ROETH •• m
165% Ignature Date
*.• :: ` Bradley W. Roeth My license renewal date is
\
.o P•• License Number 16536 December 31, 2024
nunnmao���\0
Sheets covered by this seal: ALL DRAWINGS
CITY OF IOWA CITY
ENGINEERING DIVISION
APPROVED FOR CONSTRUCTION
CITY ENGINEER DATE
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IDENTIFICATION
A.1
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CONTROL POINTS
POINT
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E (FT) ELEV. (FT)
DESCRIPTION
CPol
602,545.10
2,187,494.72 678.57
MAG NAIL
CP02
602,575.53
2,187,470.76 678.81
MAG NAIL
CP03
603,390.21
2,186,376.49 692.47
MAG NAIL
CP04
603,476.42
2,186,277.69 693.41
MAG NAIL
CP324
602,207.48
2,187,456.48 679.30
"X" ON CURB
BENCHMARKS
BM01
602,144.27
2,187,924.51
680.00
MAG NAIL IN
CONCRETE
CP03
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IDENTIFICATION
A.2
I I I I
P & G PHOENIX -
t *'. .A
16" CUT -IN CONNECTION imp
� 12" CUL-IN �OT�NECjImN I
16%CAP I I * rJ
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w x INSTALL NEW 16" BUTTERFLY VALVE '
16" CAP .:,;'
wx - SWITCH 12" SERVICE TO NEW MAIN
HYDRANT ASSEMBLY
j_ - SWITCH 12" SERVICE TO NEW MAIN
i
INSTALL NEW 16" BUTTERFLY VALVE—
I
"s... CLOSE 16 VALVE EAST OF SERVICE LINE
CLOSE 6" VALVE
L3�
CAP
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+9D 14+00 .._.15tL10.-.. 16+00 77+00 18+00W � I W... �. Wt ��rr . —_— 3T, +� W —�, 1 W �I W W
W yy"
— ^�� CONSTRUCT 16" WATER MAIN REMOVE EXISTING 12" VALVE AND MAIN. CONNECT TO NEW MAIN
o INSTALL 12" TEMPORARY CAP ON EXISTING MAIN J
INSTALL NEW 16" BUTTERFLY VALVE
ABANDON 6" MAIN ACROSS HIGHWAY 6. «—
INSTALL HYDRANT AT END OF 6" WATER
MAIN ON FRONTAGE ROAD
LEGEND
PHASE 1 PHASE 2 PHASE 3 PHASE 4
THE FOLLOWING IS A SUGGESTED PHASING PLAN. CONTRACTOR IS REQUIRED TO DEVELOP A CONSTRUCTION
SEQUENCE THAT MAINTAINS CUSTOMER SERVICE THROUGHOUT PROJECT WITHIN ALLOWABLE SERVICE
DISRUPTIONS. CONTRACTOR SHALL COORDINATE PROPOSED PHASING PLAN WITH ENGINEER.
PHASE 1:
1. ISOLATE EXISTING 16" MAIN FROM PHOENIX SERVICE
LINE TO INDUSTRIAL PARK RD. SUBMIT SHUTDOWN
APPLICATION TO CITY MINIMUM 7-DAYS IN ADVANCE.
CITY TO PERFORM VALVE OPERATIONS. CONTRACTOR
TO INSTALL 12" CAP.
a. CLOSE 16" VALVE EAST OF PHOENIX SERVICE LINE. (STA 15+39)
b. CLOSE 6" WATER MAIN WEST OF INDUSTRIAL PARK ROAD. (STA
17+34)
c. CLOSE 12" VALVE ON SOUTH SIDE OF HIGHWAY 6 CROSSING.
d. CLOSE 12" VALVE FEEDING INDUSTRIAL PARK ROAD, (STA 21+11)
(TO MINIMIZE DRAINAGE).
e. CLOSE 16" VALVE NEAR HIGHWAY 6 RIVIERA INTERSECTION.
f. CLOSE 6" VALVE NEAR HIGHWAY 6 RIVIERA INTERSECTION.
g. INSTALL TEMPORARY 12" CAP ON EXISTING MAIN AT STA 20+90.
h. REOPEN VALVES AT RIVIERA AND 12" VALVE AT INDUSTRIAL PARK
ROAD TO SUPPLY WATER TO INDUSTRIAL PARK ROAD FROM THE
EAST.
PHASE 3:
1. CONSTRUCT WATER MAIN FROM INDUSTRIAL PARK ROAD
TO STA 1+50. TIE OVER PHOENIX SERVICE LINE TO NEW
MAIN.
a. CONSTRUCT TO STA 15+00.
b. DISINFECT, FLUSH, AND TEST WATER MAIN.
c. CLOSE 16" VALVE AT STA 7+00.
d. SWITCH OVER PHOENIX SERVICE LINE TO NEW MAIN.
(STA 15+35)
e. CONSTRUCT WATER MAIN TO STA 8+00.
f. DISINFECT, FLUSH, AND TEST WATER MAIN.
g. CONSTRUCT WATER MAIN TO STA 1+50.
h. DISINFECT, FLUSH, AND TEST WATER MAIN.
PHASE 2:
1. CONSTRUCT WATER MAIN AT INDUSTRIAL PARK ROAD
INTERSECTION. ABANDON 6' MAIN CROSSING
HIGHWAY 6.
a. INSTALL 16" X 12" CROSS. (STA 20+80).
b. INSTALL 16" VALVE WEST OF CROSS (STA 20+76).
c. INSTALL 12" VALVE SOUTH OF CROSS (STA 30+17)
AND CONNECT TO 12" MAIN.
d. INSTALL 16" MAIN EAST TO 16" VALVE (STA 21+03).
e. INSTALL 12" MAIN NORTH TO 12" VALVE (STA 30+71).
f. INSTALL HYDRANT ASSEMBLY.
g. DISINFECT, FLUSH, AND TEST WATER MAIN.
h. CONSTRUCT 12" CUT -IN CONNECTIONS NORTH AND
EAST. (STA 30+88 AND STA 21+23)
I. CONSTRUCT 16" WATER MAIN TO WEST SIDE OF
INDUSTRIAL PARK ROAD. (STA 20+00). REFER TO
TRAFFIC CONTROL DRAWINGS.
j. REMOVE HYDRANT AND TEE ON INDUSTRIAL PARK
ROAD. (STA 31+17)
k. INSTALL HYDRANT AND ABANDON 6" MAIN ON
FRONTAGE ROAD.
PHASE 4:
1. COMPLETE WATER MAIN CONSTRUCTION. SWITCH P & G
SERVICE LINE TO NEW MAIN. P & G SERVICE LINE
IMPACTS THEIR PRODUCTION. PROVIDE 30-DAY
ADVANCED NOTICE OF SERVICE OUTAGE, SO THAT A
PRODUCTION SHUTDOWN CAN BE SCHEDULED. ONCE IT
IS SCHEDULED, THE OUTAGE DATE MUST BE HELD.
a. CONSTRUCT WATER MAIN TO STA 0+20.
b. DISINFECT, FLUSH, AND TEST WATER MAIN.
c. INSTALL 16" CAP AT STA 2+10.
d. SWITCH P&G SERVICE LINE AT STA 2+10 TO NEW MAIN.
e. CONSTRUCT CUT -IN CONNECTION AT STA 0+00.
f. CAP ABANDONED MAIN AT STA 0+10 AND STA 2+20.
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REMOVE HYDRANT
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INSTALL NEW 16"
V J BUTTERFLY VALVE
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INSTALL ION
12" CAP ON EXISTING MAIN
REMOVE EXISTING 12" VALVE AND MAIN,CONNECT TO NEW MAIN
INSTALL 12" TEMPORARY C
EXISTING MAIN (PHASE 1)
HWY 6
I I
12" CUT -IN CONNECTION
HYDRANT ASSEMBLY
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REMOVE HYDRANT
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12" CUT -IN CONNECTION
CLOSE 12" VALVE
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CLOSE 12" BUTTERFLY VALVE
(2'SOUTH, 6' EAST OF HYDRANT) 2800'
;CLOSE
7
EXISTING HYDRANTASSEMBLY�
CUT -IN
12' WATER"
NNECTION
VALVE
CLOSE 6" VALVE
(TEMPORARY)
(4' SOUTH, 6' WEST OF HYDRANT)
/J
6" WATER MAIN J
ENLARGED PLAN AT INDUSTRIAL PARK RD
CLOSE 12" VALVE ILL "
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RIVIERA BLVD VALVE CLOSURES PLAN
SHEET
IDENTIFICATION
2
A.3
-6
NOTES:
1. REFER TO THE CONTRACT DOCUMENTS FOR SPECIFIC MATERIAL AND PLACEMENT REQUIREMENTS.
2. CONSOLIDATE AND MODERATELY COMPACT BY SLICING WITH A SHOVEL OR USING OTHER
APPROVED TECHNIQUES.
3. COMPACT TO AT LEAST 95% STANDARD PROCTOR DENSITY.
4 PROTECT PIPE. ACCESSORIES, AND APPURTENANCES DURING PLACEMENT AND COMPACTION OF
BEDDING AND BACKFILL MATERIALS.
KEY:
OD - OUTSIDE DIAMETER OF PIPE
D = INSIDE DIAMETER OF PIPE
TW = MINIMUM TRENCH WIDTH AT TOP OF PIPE = 00+18' OR 1.25XOD+17 (WHICHEVER IS GREATER)
d MINIMUM DEPTH OF BEDDING MATERIAL BELOW PIPE - 00/8 OR 4' (WHICHEVER IS GREATER)
BURY DEPTH
SPRINGLINE OF
COMPACT BEDDING MATERIAL
LEGEND
CLASS I BEDDING MATERIAL
CLASS II BACKFILL MATERIAL
OVER-E(CAVATKNN AND
FOUNDATION STONE
PAVEMENT
SUBBASE
0
UNDISTURBED EARTH
IF SUBGRADE TREATMENT IS SPECIFIED.
2 MINIMUM OF SUITABLE CLASS III / NA /
IVB BACKRLL MATERIAL TO BE USED
INSTEAD OF CLASS II BACKFILL MATERIAL
FINAL TRENCH BACKFILL
COMPACT TO AT LEAST 95%STANDARD
PROCTOR DENSITY UP TO THE FINAL ONE
FOOT. THE FINAL ONE FOOT SHOULD BE
COMPACTED TO AT LEAST 98%STANDARD
PROCTOR DENSITY.
SECONDARY BACKFILL. SEE NOTE 3
PRIMARY BACKFILL, SEE NOTE 3
HAUNCH SUPPORT, SEE NOTE 2
PIPE BEDDING
OVER -EXCAVATION
AND FOUNDATION STONE, REQUIRED ONLY
WHEN SPECIFIED IN THE CONTRACT
DOCUMENTS OR WHEN DIRECTED BY THE
ENGINEER (SEE 3010. 2.05 AND 3.010)
IO WA CITY orvisw SPECIFIC TRENCH BEDDING AND BACKFILL ZONES
PRESSURE PIPE - DIP OR PVC(C-900) FIGURE3010.20I
UNDER OR WITHIN FIVE FEET OF PAVEMENT SHEET 3OF 8
r�
aX4 TRACER WIRE TERMINAL BOX AT GROUND LEVEL(D
WIRE CONNECTING GROUND
ROD TO TERMINAL BOX IS A
SEPARATE WIRE FROM THE
WIRE TO THE HYDRANT RUN
FIRE HYDRANT BARREL Q
FIRE HYDRANT VALVE
"
GROUNDROD®
Q3
\ FIRE HYDRANT TEE
\ -
DO NOT RUN WIRE �� =
"
EXISTING WATER MAIN
UP VALVE BOX
"=
NEW WATER MAN
SPLICE POSSIBLE SPLICE
i
= TAPE WIRE AT MIDPOINT OF EACH PIPE LENGTH (TYP)
/
Q BARREL TO
WIRE UP FIRE RE TTERMINAL
TERMINALS
I�RNALLEND
OF TRACER WICER
BOX
AND THEN DOWN TO GROUND ROD.
EXISTING LOCATE WIRE
OO CLAMP TRACER WIRE TO GROUND ROD AT SYSTEM
GROUND ROD®
TERMINATION POINTS.
SPLICE
3Q PLACE GROUND RODS 8' TO 1(r AWAY FROM PIPE AND IN
CONTACT WITH NATIVE SOIL.
REVISED JAMIARY 2022
IO WA CITY
D-, -H
TRACER WIRE INSTALLATION WITH EXISTING LOCATE WIRE
FIGURE 5010102
'1 °T
FR13
NOTES:
I. REFER TO THE CONTRACT DOCUMENTS FOR SPECIFIC MATERIAL AND PLACEMENT REOUIREMENTS.
2. CONSOLIDATE AND MODERATELY COMPACT BY SLICING WITH A SHOVEL OR USING OTHER
APPROVED TECHNIQUES.
3. COMPACT TO AT LEAST 95% STANDARD PROCTOR DENSITY
4. PROTECT PIPE. ACCESSORIES, AND APPURTENANCES DURING PLACEMENT AND COMPACTION OF
BEDDING AND BACKFILL MATERIALS.
KEY:
OD - OUTSIDE DIAMETER OF PIPE
D - INSIDE DIAMETER OF PIPE
TW = MINIMUM TRENCH WIDTH AT TOP OF PIPE = OD+18' OR EMOD+17 (WHICHEVER IS GREATER)
d MINIMUM DEPTH OF BEDDING MATERIAL BELOW PIPE - OD/8 OR 4' (WHICHEVER IS GREATER)
BUF
COMPACT BEDDING MATERIAL
LEGEND
CLASS I BEDDING MATERIAL
CLASS II BACKFILL MATERIAL
CLASS III / NA / NB SUITABLE
BACKRLL MATERIAL
OVER -EXCAVATION AND
FOUNDATION STONE
CLASS V BACKFILL MATERIAL
(E.G. TOPSOIL)
UNDISTURBED EARTH
FINAL TRENCH BACKFILL
COMPACT TO AT LEAST 95%STANDARD
PROCTOR DENSITY WITHIN RIGHT-OF-WAY
AND 90%STANDARD PROCTOR DENSITY
OUTSIDE THE RIGHT-OF-WAY: OBTAIN
REQUIRED COMPACTION WITHIN A SOIL
MOISTURE RANGE OF OPTIMUM MOISTURE
TO 4%ABOVE OPTIMUM MOISTURE
CONTENT
SECONDARY BACKFILL. SEE NOTE 3
PRIMARY BACKFILL. SEE NOTE 3
HAUNCH SUPPORT, SEE NOTE 2
PIPE BEDDING
OVER -EXCAVATION
AND FOUNDATION STONE. REOUIRED ONLY
WHEN SPECIFIED IN THE CONTRACT
DOCUMENTS OR WHEN DIRECTED BY THE
ENGINEER (SEE 3010, 2.05 AND 3 O1.D)
/'� SPECIFIC TRENCH BEDDING AND BACKFILL ZONES FIGURE 3010.211
10 WA 1. I T Y orvlslon PRESSURE PIPE - DIP OR PVC (Cl")$HEFT 4 OF e
IN UNPAVED AREA
i ALL FITTINGS AND VALVES
HYDRANT - 4.5' FOR MAIN SHALL BE RESTRAINED.
3-0' RADIAL CLEAR SPACE - / SMALLER THAN 17 AND 5.25'
/ FOR 12. MAIN AND LARGER
TRACER WIRE TERMINAL BOX PLACE
STORZ PUMPER NOZZLE BETWEEN HYDRANT AND HYDRANT VALVE.
IN CONCRETE: PLACE I'FROM
4RREL WRH
IN GRASS: TAPE TO HYDRANT BARREL WITH
2X4 SCRAP OF WOOD INSTALLED BETWEEN
BOX AND BARREL TO MACE SURE THE
i
/ METALS DO NOT TOUCH.
1'4i MIN
VALVE BOX
MAIN TRENCH
FINAL GRADE
TRENCH
5'MAX BACKFILL SPLICE TO MAN TRACING
'-, WIRE OR SET ADDITIONAL
GROUND ROD
-�; 5'-6'MIN
6' GATE VALVE (� FITTING (TYP) ',tj
TRACER WIRE OW)-
i WATER MAN (TYP)
_j
THRUST BLOCK
BACKFILL WITH CLEAN AS REQUIRED ,
2-12' CRUSHED STONE
/
TO 18'ABOVE BOTTOM •\
OF HYDRANT BASE `\\ — ANCHOR OR SWIVEL TEE
\� SOLID CONCRETE BOX SOLID CONCRETE BOX
SIX10 CONCRETE
BLOCK GROUND ROD (IN CONTACT
WITH NATIVE SOIL) JANUARY 2023
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CITY
TYPICAL VALVE AND HYDRANT ASSEMBLY
FIGURE 502D.201
"I" ALL FITTINGS AND VALVES
SHALL BE RESTRAINED.
— TRACER WIRE TERMINAL BOX
PLACE BETWEEN HYDRANT AND
/ HYDRANT VALVE.
IN CONCRETE: PLACE V FROM
HYDRANT.
IN GRASS: TAPE TO HYDRANT
BARREL WITH 2X4 SCRAP OF
THRUST BLOCK
/
WOOD INSTALLED BETWEEN BOX
\
AND BARREL TO MAKE SURE
THE METALS DO NOT TOUCH.
PLUG —�
-��
GATEVALVE 0
FITTING (TYP) L•
THRUST BLOCK
SOLID CONCRETE BOX
/
1
/
AS REQUIRED '�
SWIVEL OR ANCHOR TEE
— HYDRANT- FOR MAN
\ SMALLER THAN 17 AND 5.25'
WATER MAN (TYP) —
--
SOUD CONCRETE BOX\
FOR 17 MAN AND LARGER
EXTEND TRACER WIRE -_
�
�` GROUND ROD (IN CONTACT
TO END OF PIPE
----------
WITH NATIVE SOIL)
JANUARY 2023
{ ]
IOIY:h l 1 i } DrvisNEN
DEADEN. HYDRANT DETAIL
11 G1RE5020202
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SHEET
IDENTIFICATION
B.1
GENERAL NOTES
PROJECT QUANTITIES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) STANDARD SPECIFICATIONS, CITY SUPPLEMENTAL
SPECIFICATIONS, AND SPECIAL PROVISIONS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS.
2. CONSTRUCTION ADMINISTRATION WILL BE PERFORMED BY THE CITY OF IOWA CITY.
3. LIMITS OF CONSTRUCTION SHALL BE AS SHOWN ON THE PROJECT PLANS. THE CONTRACTOR SHALL GET AUTHORIZATION FROM THE ENGINEER PRIOR TO PERFORMING ANY 3
WORK ON PRIVATE PROPERTY. THE CONTRACTOR SHALL CONFINE ALL ACTIVITIES TO WITHIN THE LIMITS OF CONSTRUCTION, UNLESS AUTHORIZED BY THE ENGINEER AND
PRIVATE PARTIES IN WRITING.
4. THE CONTRACTOR SHALL MAINTAIN ACCESS TO INDIVIDUAL PROPERTIES THROUGHOUT THE CONSTRUCTION OF THE PROJECT EXCEPT FOR TEMPORARY LIMITATIONS DUE TO
CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES THAT WILL TEMPORARILY LIMIT
OWNER ACCESS TO THEIR PROPERTY. ^^ I
5. ALL TREES, SHRUBS AND VEGETATION SHALL REMAIN AND BE PROTECTED FROM DAMAGE UNLESS SPECIFICALLY NOTED AS "REMOVE" OR "CLEAR AND GRUB" ON THE PROJECT
PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONARY MEASURES REQUIRED TO PREVENT INJURY OR DAMAGE TO TREE OR
SHRUB ROOT SYSTEM.
6. PEDESTRIAN TRAFFIC CONTROL MAY CHANGE AS THE PROJECT PROGRESSES. THE CONTRACTOR SHALL PROVIDE APPROPRIATE SIGNAGE AND FENCING THAT WILL SAFELY -
DIRECT PEDESTRIANS AROUND THE CONSTRUCTION AREA(S). PEDESTRIAN TRAFFIC CONTROL SHALL INCLUDE ANY AND ALL SIGNAGE SUCH AS "SIDEWALK CLOSED", "SIDEWALK
CLOSED -USE OTHER SIDE", AND "SIDEWALK <WITH APPROPRIATE DIRECTIONAL ARROWS>" AS DEEMED NECESSARY BY THE ENGINEER.
7. DURING REMOVAL AND CONSTRUCTION THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS. DUST
CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS AND APPROVED BY THE ENGINEER, AND SHALL BE INCIDENTAL.
8. PAVEMENT REMOVAL AND REPLACEMENT LIMITS TO BE FIELD VERIFIED AND APPROVED BY ENGINEER PRIOR TO REMOVAL. ALL PAVEMENT REMOVAL REQUIRES FULL DEPTH
SAW CUT.
9. SEED ALL AREAS WITH SUDAS TYPE 1 SEED MIXTURE.
10. DO NOT PARK VEHICLES, EQUIPMENT OR STORE MATERIALS WITHIN 4 FEET OF ROADWAY OPEN TO TRAFFIC.
11. PROTECT UTILITY POLES, LINES, AND APPURTENANCES NOT SHOWN FOR RELOCATION.
12. RESET ALL PROPERTY PINS DISTURBED BY CONSTRUCTION, PINS RESET BY PROFESSIONAL LAND SURVEYOR. COST IS INCIDENTAL TO CONSTRUCTION.
13. PROTECT ALL SURFACING NOT INDICATED FOR REMOVAL FROM DAMAGE DURING CONSTRUCTION.
14. PCC PAVEMENT SHALL BE C-SUD MIX.
15. WORK DURING AN EMERGENCY: THE CONTRACTOR SHALL PERFORM ANY WORK AND SHALL FURNISH AND INSTALL ANY MATERIALS AND EQUIPMENT NECESSARY DURING AN
EMERGENCY ENDANGERING LIFE OR PROPERTY. IN ALL CASES THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE EMERGENCY AS SOON AS PRACTICAL, BUT SHALL NOT
WAIT FOR INSTRUCTIONS BEFORE PROCEEDING TO PROPERLY PROTECT BOTH LIFE AND PROPERTY.
16. MAINTENANCE AND CONTROL OF TRAFFIC: PROPERLY CONSTRUCTED AND LIGHTED BARRICADES SHALL BE PROVIDED BY THE CONTRACTOR AS NEEDED TO PROTECT HIS
WORK FROM TRAFFIC. "NO PARKING" SIGNS WILL BE FURNISHED BY THE CITY TO FACILITATE REMOVAL OF PARKED CARS AHEAD OF THE SCHEDULED WORK. PLEASE NOTIFY THE
CITY AT LEAST FOUR DAYS IN ADVANCE OF THE CONSTRUCTION. NO PARKING SIGNS NEED TO BE POSTED FOR AT LEAST 48 HOURS.
17. EXPANSION JOINTS: EXPANSION JOINTS WILL BE REQUIRED ADJACENT TO THE EDGES OF ALL DRIVEWAYS WHEN REPLACING SIDEWALK SECTION(S) LOCATED THROUGH
DRIVEWAYS. EXPANSION JOINTS SHALL BE INSTALLED ADJACENT TO ALL STREETS AND STEPS. EXPANSION JOINTS SHALL BE SEALED. JOINTS SHALL BE DONE IN ACCORDANCE
WITH SUDAS STANDARD SPECIFICATIONS AND DETAILS.
18. CONTRACTION JOINTS AND FINISH: CONTRACTION JOINTS SHALL BE FORMED IN THE NEW PAVEMENT TO MATCH, IN APPEARANCE, THOSE JOINTS IN THE ADJACENT PAVEMENT
AND IN A WORKMANLIKE MANNER. CONTRACTION JOINTS SHALL BE SPACED AT INTERVALS EQUAL TO THE WIDTH OF THE PAVEMENT, OR AS DIRECTED BY THE ENGINEER.
PAVEMENT SHALL HAVE A UNIFORM TEXTURE WITH A BROOM FINISH. PAVEMENT SHOULD MATCH THE EXISTING ADJOINING SIDEWALK FOR FRAMING AND TEXTURE.
19. DOWELING: EXISTING SIDEWALKS SHALL BE DOWELED TO NEW SECTIONS OF SIDEWALK USING 12" LENGTHS OF #4 REBAR. THE REBAR SHALL BE PLACED AT 1'- 0" ON CENTER,
DRILLED 6" INTO THE EXISTING SIDEWALK AND CONCRETE DUST REMOVED BEFORE EPDXY GROUTED INTO PLACE. SEE FIGURE 7030.301 FOR DOWELING DETAILS.
20. FINISH GRADING, SEEDING AND MULCHING: AREAS DISTURBED ADJACENT TO REPAIRS SHALL BE FINISHED, FINE GRADED WITH TOPSOIL, SEEDED, FERTILIZED AND MULCHED
WITH TYPE 1 SUDAS MIXTURE.
21. VALVES AND TREE ROOTS: UPON EXCAVATION, IF VALVES OR TREE ROOTS ARE ENCOUNTERED, CONTACT CITY PERSONNEL PRIOR TO PROCEEDING. PAVEMENT CONTAINING
VALVES WILL BE EVALUATED ON A CASE BY CASE BASIS. TREE ROOTS SHALL BE EVALUATED BY THE CITY FORESTER. A RESPONSE WILL BE AVAILABLE ON A COURSE OF ACTION
WITHIN TWO BUSINESS DAYS.
22. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL ITS WORK FROM DAMAGE AND SHALL PROTECT THE JURISDICTION'S PROPERTY AND
ADJACENT PRIVATE PROPERTY FROM INJURY OR LOSS ARISING IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL REPAIR OR RESTORE ANY SUCH DAMAGE, INJURY,
OR LOSS TO JURISDICTION PROPERTY OR ADJACENT PRIVATE PROPERTY.
23. PAVEMENT CURING SHALL BE DONE IN ACCORDANCE WITH SECTION 7010.
UTILITY NOTES
1. WHERE PUBLIC AND PRIVATE UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR
ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO:
1.1. NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION.
1.2. COORDINATE OPERATIONS WITH UTILITIES
1.3. AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES.
1.4. DETERMINE EXISTENCE AND EXACT LOCATION OF UNDERGROUND UTILITIES AND AVOID
DAMAGE THERETO.
1.5. PRIOR TO BEGINNING CONSTRUCTION, PROVIDE LABOR AND EQUIPMENT NECESSARY
TO DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL UTILITY CROSSINGS
WHICH MAY RESULT IN CONFLICTS TO PROPOSED IMPROVEMENTS.
2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM
AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE
CONSIDERED APPROXIMATE ONLY.
3. IT IS POSSIBLE THERE MAY BE OTHER UNDERGROUND FACILITIES, THE EXISTENCE OF WHICH IS
PRESENTLY NOT KNOWN OR SHOWN. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE
ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK.
4. THE CONTRACTOR IS REQUIRED TO UTILIZE THE UTILITY ONE -CALL SERVICE AT (800)-292-8989
AT LEAST 48 HOURS PRIOR TO EXCAVATING ANYWHERE ON THE PROJECT.
5. KNOWN UTILITY CONFLICTS ARE BEING RESOLVED BY EACH RESPECTIVE UTILITY COMPANY.
UTILITY CONFLICTS DISCOVERED DURING CONSTRUCTION WILL BE ADDRESSED AT THE TIME
OF DISCOVERY.
WATER MAIN CONSTRUCTION NOTES
BID ITEM
SUDAS
ITEM CODE
TITLE
UNIT
PLAN CITY
1
2010-D1
ON -SITE TOPSOIL, STRIP, STOCKPILE, SPREAD
CY
188
2*
2010-D3
OFF -SITE TOPSOIL
CY
50
3
2010-E
EXCAVATION, CLASS 10
CY
27
4*
2010-F
BELOW GRADE EXCAVATION (CORE OUT)
SY
30
5
2010-G
SUBGRADE PREP
SY
50
6*
2010-H
GRANULAR STABILIZATION, CLASS II BACKFILL MATERIAL
TONS
100
7
2010-1
SUBBASE, GRANULAR, 6"
SY
188
8
2010-M
COMPACTION TESTING
LS
1
9*
3010-C
TRENCH FOUNDATION
TONS
50
10*
3010-D
REPLACEMENT OF UNSUITABLE BACKFILL MATERIAL
CY
100
11
3010-F
TRENCH COMPACTION TESTING
LS
1
12
5010-A1
WATER MAIN, TRENCHED, CL52 DUCTILE IRON, 16", WITH NITRILE GASKETS
LF
594
13
5010-A1
WATER MAIN, TRENCHED, C900 PVC, 16"
LF
1529
14
5010-A1
WATER MAIN, TRENCHED, CL52 DUCTILE IRON, 12", WITH NITRILE GASKETS
LF
107
15
5010-A1
WATER MAIN, TRENCHED, C900 PVC, 12"
LF
12
16
5010-C2
FITTINGS, BURIED
LBS
3260
17
5010-F
WATER MAIN ABANDONMENT, 12" CAP
EA
1
18
5010-G
WATER MAIN ABANDONMENT, FILL AND PLUG, 6"
LF
225
19
5010-H
WATER MAIN REMOVAL, 16"
LF
96
20
5010-H
WATER MAIN REMOVAL, 12"
LF
32
21
5010-999-A
CUT -IN CONNECTION, 16"
EA
1
22
5010-999-A
CUT -IN CONNECTION, 12"
EA
5
23
5020-A
VALVE, 16" BUTTERYFLY VALVE
EA
6
24
5020-A
VALVE, 12" GATE VALVE
EA
4
25
5020-C
FIRE HYDRANT ASSEMBLY
EA
5
26*
5020-1
FIRE HYDRANT ADJUSTMENT
EA
1
27
5020-1
FIRE HYDRANT REMOVAL
EA
2
28
5020-K
VALVE REMOVAL, 12"
EA
3
29
5020-K
VALVE REMOVAL, 6"
EA
1
30
5020-L
VALVE BOX REMOVAL
EA
6
31
7030-A1
REMOVAL OF SIDEWALK
SY
5
32
7030-A3
REMOVAL OF DRIVEWAY
SY
37
33
7030-E
SIDEWALK, PCC, 4"
SY
5
34
7030-H1
DRIVEWAY, PAVED, PCC 7"
SY
37
35
7040-A
FULL DEPTH PATCH, PCC, 10"
SY
134
36
7040-A
FULL DEPTH PATCH, 8", ASPHALT
SY
12
37
8030-A
TEMPORARY TRAFFIC CONTROL
LS
1
38
9010-A
TEMPORARY SEEDING, TYPE 5
AC
0.7
39
9010-B
HYDROSEEDING, TYPE 1 SEED MIX
AC
0.7
40
9040-F1
SWPPP MEASURES - WATTLES, 9"
LF
2600
41
9040-1
RIP RAP, CLASS E
TN
14
42
9040-T1
INLET PROTECTION DEVICE, SURFACE APPLIED
EA
1
43
11010-A
CONSTRUCTION SURVEY
LS
1
44
11020-A
MOBILIZATION
LS
1
45
11050-A
CONCRETE WASHOUT
LS
1
PROVISIONAL QUANTITIES TO ESTABLISH A UNIT PRICE IN CASE ITEMS ARE NEEDED DURING CONSTRUCTION.
1. STATIONING IS ALONG THE CENTERLINE OF THE WATER MAIN, UNLESS NOTED
OTHERWISE.
2. ALL WATER MAIN, FITTINGS, VALVES, AND SERVICE CURB STOPS TO BE WITHIN
RIGHT-OF-WAY.
3. POTHOLE EXISTING WATER MAIN, WATER SERVICES, AND SANITARY SEWER
SERVICES AT LEAST 60 FT IN ADVANCE TO VERIFY LOCATION PRIOR TO INSTALLING
NEW WATER MAIN. ADJUST ALIGNMENT OF NEW WATER MAIN AS NECESSARY TO
AVOID HORIZONTAL AND VERTICAL CONFLICTS. POTHOLING AND MINOR
ADJUSTMENTS ARE INCIDENTAL TO CONSTRUCTION OF WATER MAIN.
4. WATER MAIN SHALL NOT PASS THROUGH NOR CONTACT A SEWER OR SEWER
MANHOLE. MINIMUM SEPARATION DISTANCES AS LISTED IN SUDAS SPECIFICATIONS.
5. REPLACE SEWER SERVICES LINES DAMAGED BY CONSTRUCTION (INCIDENTAL TO
CONSTRUCTION).
6. PROVIDE AND INSTALL BENDS AND FITTINGS NECESSARY TO INSTALL NEW WATER
MAIN. VERIFY LOCATION AND DEPTH OF EXISTING SERVICES AND WATER MAIN
PRIOR TO CONSTRUCTION NEW WATER MAIN, ADJUST ALIGNMENT AND DEPTH OF
NEW WATER MAIN AS NECESSARY FOR CONSTRUCTION.
7. PROVIDE TEMPORARY SERVICE LINE RELOCATION TO MAINTAIN WATER SERVICE IF
SERVICE IS IN CONFLICT WITH NEW WATER MAIN (INCIDENTAL TO CONSTRUCTION).
8. RESTRAIN ALL JOINTS.
9. MATERIALS LIST AND AS-BUILTS ARE REQUIRED PRIOR TO WATER MAIN TESTING,
10. COORDINATE FLUSHING OF MAIN AND OPERATION OF EXISTING VALVES WITH
WATER DEPARTMENT. PROVIDE EQUIPMENT AND MATERIALS NECESSARY TO
REDUCE CHORINE TO AN ACCEPTABLE LEVEL PRIOR TO FLUSHING WATER MAIN.
11. SET WATER VALVE BOXES FLUSH WITH PROPOSED GRADE WITH OPERATING NUT
CENTERED UNLESS NOTED OTHERWISE.
12. TRENCHES ARE TO BE BACKFILLED IN ACCORDANCE WITH SECTION 3010.
13. CONTRACTOR IS RESPONSIBLE FOR TRENCH COMPACTION TESTING FOR
BACKFILLING OF EXCAVATIONS, INCLUDING BORE PITS AND SERVICE CONNECTIONS.
14. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ANY WATER MAIN BREAKS
WITHIN THE CONSTRUCTION LIMITS.
15. CITY MAINTAINS SALVAGE RIGHTS ON ALL REMOVED HYDRANTS, VALVE BOXES, AND
LIDS.
16. ANY SERVICE LINE FOUND TO CONTAIN LEAD SHALL BE ENTIRELY REPLACED FROM
THE MAIN TO THE METER.
17. POLY WRAP SHALL BE V-BIO, NO EXCEPTIONS, INCIDENTAL TO CONSTRUCTION.
18. HYDRANTS SHALL HAVE 5.25 INCH MAIN VALVE OPENING WHEN INSTALLED ON
WATER MAIN 12 INCHES OR GREATER WITH STORZ PUMPER NOZZLE, PENTAGON
NUT, WITH LATCHES AND CHAINS.
19. IF WATER MAIN IS INSTALLED BY TRENCHLESS METHODS, THEN INSTALL TWO
INDEPENDENT TRACER WIRES.
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IDENTIFICATION
C.2
BID ITEM
SUDAS REF. CODE
UNIT
DESCRIPTION
ESTIMATE REFERENCE NOTES
1
2010-D1
CY
ON -SITE TOPSOIL, STRIP, STOCKPILE, SPREAD
BASED ON 6" DEPTH
2'
2010-D3
CY
OFF -SITE TOPSOIL
3
2010-E
CY
EXCAVATION, CLASS 10
REMOVAL OF EXISTING
4`
2010-F
SY
BELOW GRADE EXCAVATION (CORE OUT)
5
2010-G
SY
SUBGRADE PREP
6'
2010-H
TONS
GRANULAR STABILIZATION, CLASS II BACKFILL MATERIAL
1
2
3
4
5
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IDENTIFICATION
C.3
WATER MAIN
NO.
ALIGNMENT
APPROX. START
APPROX. END
SIZE (IN)
TYPE
APPROX
STATION
STATION
LENGTH (FT)
1
HWY6
0+00
15+28.96
16
C-900PVC
1529
2
HWY 6
2+16.50
12
SERVICE, C-900 PVC
12
3
HWY6
15+28.%
21+23.27
16
DUCTILE IRON W/NITRILE
594
GRIPPER GASKETS
4
HWY6
15+34.88
12
SERVICE, DUCTILE IRON W/
23
NITRILE GRIPPER GASKETS
5
IND PARK RD
30+14.83
30+88.70
12
DUCTILE IRON W/NITRILE
74
GRIPPER GASKETS
6
IND PARK RD
31+13.00
31+22.34
12
DUCTILE IRON W/NITRILE
10
GRIPPER GASKETS
WATER MAIN FITTINGS
NO.
ALIGNMENT
APPROX. STATION
TYPE
WEIGHT(LBS)
1
HWY 6
0+02.88
45 DEGREE ELBOW, 16" MJ
202
2
HWY 6
0+20.98
45 DEGREE ELBOW, 16" MJ
202
3
HWY 6
0+36.95
TEE, 16"X 6", MJ
229
4
HWY 6
2+16.50
TEE, 16"X 12", MJ
281
S
HWY 6
7+90.48
TEE, 16"X 6", MJ
229
6
HWY 6
15+34.89
TEE, 16"X 12", Ml
281
7
HWY 6
15+41.57
TEE, 16"X 6", MJ
229
8
HWY 6
17+05.02 (FRONTAGE RD)
TEE, 6", MJ
57
9
ND PARK RD
30+22.09
CROSS, 16"X 12" MJ
410
10
HWY 6
21+06.50
45 DEGREE ELBOW, 16" MJ
202
11
HWY 6
21+17.42
46 DEGREE ELBOW, 16" MJ
202
12
HWY 6
21+20.40
REDUCER, 16"X 12" MJ
125
13
IND PARK RD
30+32.56
45 DEGREE ELBOW, 12" MJ
301
14
IND PARK RD
30+39.86
46 DEGREE ELBOW, 12" MJ
101
15
IND PARK RD
30+73.30
TEE, 12"X 6", MJ
113
TOTAL WEIGHT
2964
ADD 10%
296
BID QUANTITY
3260
FIRE HYDRANTS
NO.
ALIGNMENT
APPROX. STATION
COMMENTS
1
HWY6
0+36.39
HYDRANT ASSEMBLY
2
HWY6
7+90.44
HYDRANT ASSEMBLY
3
HWY6
15+41.50
HYDRANT ASSEMBLY
4
HWY 6
17+p5.05 (FRONTAGE RD)
DEAD END HYDRANT ASSEMBLY
S
IND PARK RD
30+73.30
HYDRANT ASSEMBLY
VALVE
NO.
ALIGNMENT
APPROX. STATION
TYPE
1
HWY 6
0+23.50
MJ BUTTERFLY VALVE, 16"
2
HWY 6
0+40.86
MJ BUTTERFLY VALVE, 16"
3
HWY 6
2+16.50
MJ GATE VALVE, 12", SERVICE
4
HWY 6
7+84.98
MJ BUTTERFLY VALVE, i6"
S
HWY 6
15+29.58
MJ BUTTERFLY VALVE, 16"
6
HWY 6
IS+34.88
MJ GATE VALVE, 12", SERVICE
7
HWY 6
20+75.94
MJ BUTTERFLY VALVE, 16"
8
HWY 6
21+03.38
MJ BUTTERFLY VALVE, 16"
9
IND PARK RD
30+17.48
MJ GATE VALVE, 12"
10
IND PARK RD
30+76.53
MJ GATE VALVE, 12"
FIRE HYDRANTS REMOVAL
NO.
ALIGNMENT
APPROX. STATION
COMMENTS
1
HWY6
0+32.00
REMOVAL
2
IND PARK RD
31+23.00
REMOVAL
PAPS
NO.
ALIGNMENT
APPROX. STATION
TYPE
BID ITEM
1
HWY 6
0+08.76
CAP, 16"
5010-H
2
HWY 6
0+32.00
CAP, 6"
5010.1
3
HWY 6
2+10.84
CAP, 16"
5010-H
4
HWY 6
2+24.60
CAP, 16"
5010.H
5
HWY 6
IS+32.66
CAP, 16"
5010.H
6
HWY 6
17+OS.00 (FRONTAGE RD)
CAP, 6"
SO30-G
7
HWY 6
17+34.70
CAP, 6"
SO30-6
8
HWY 6
IND PARK RD
20+74.18
30+16.07
CAP, 12"
5010.H
9
ND PARK RD
30+85.23
CAP, 12"
5010.H
10
ND PARK RD
30+15.46
CAP, 12"
5010.E
11
IND PARK RD
30+85.21
CAP, 12"
5010.H
IF
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4" PCC SIDEWALK, 5 SY ROW (APPROX.) 7
1 ROW (APPROX)
10" PCC PAVEMENT, 42 SY ROW (APPROX.)-07i PCC DRIVEWA7 SY
4E D lo" PCC PAVE
7" PCC DRIVEWAY, 20 SY
G
ro FO,
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HWY 6
HWY 6 HWY 6 N HWY 6 HWJ
10" PCC PAVEMENT, 92 SY
E
HW Y
6 HWY 6 HWY 6 HWY 6 H 6
-
SS - SSA- SS
B
ROW (APPROX.)
A-- - W�
ROW (APPROX.) ROW (APPROX.) F.1
FRONTAGE RD FRONTAGE RD RONTA
ry
ME
R-
po .
4" PCC SIDEWALK, 5 SY
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LOPAR <
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7" PCC DRIVEWAY, 20 SY
10
12'- 3"
6-1
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14 LF 16" WATER MAIN 8-LD Z LF 12" WATER MAIN 1, Zm
8 W
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16 LF 12"WATER MAIN K
<
8 LF 12" WATER MAIN
w INDUSTRIAL PARK ROAD TO REMAIN ACCES IBLE
FOR RESIDENTS, MAIL, SOLID WASTE, AND
HWY I EMERGENCY VEHICLES THROUGHOUT PROJECT
W 211' 40' llk 0 lo, 2U W HEET
_ENLARGED PLAN- FAIRMEADOWS BLV.D ENLARGED PLAN- INDUSTRIAL PARK ROAD IDENTFCATION
HYDRANT REMOVAL
SIGN LEGEND:
SIGN 1
SIGN 2
SIGN 4
SCLOSEDK'
SIGN 5
,>,> ,>
SIGN 6
SIGN 7
SIGN 8
SIGN 9
124 FEB -_
All
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SIGN 1 Ny
Of
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1001- 0" I n/
f—
— — — — (2)12 FT LANES
SIGN 3 \ CHANNELIZING DEVICE ^
14+00 15+00 16+00 17+00 18+00 19+00 20+00
+--- IW —i— W I W I--�— W —+—� W- I—® >1MM----- gMMN W I
I
CONSTRUCT INDUSTRIAL PARK ROAD HALF AT A TIME. SWITCH TRAFFIC CONTROL AS NEEDED.
HWY 6
SIGN 3
N
YTA;
SIGN 1 �y
Q
Q.
I � I
CHANNELIZING
�/ N I DEVICE
100,-0„ Ld_ +—
F
CHANNELIZING
Q
Z
MAINTAIN 1 LANE OPEN
DRIVEWAY AT ALL TIMES
DEVICE
1
—
(2)12 FT LANES
21+00
MMMK W I
1+23
SIGN 5
MAINTAIN 1 LANE OPEN DRIVEWAY AT ALL TIMES
CLOSURE MUST ALLOW SEMI TURNING MOVEMENT
W
O
v SIGN 2
w
+00
1+23
HWY 6
M
HWY 6
CHANNELIZING
DEVICE D 1 100
PHASE 213
SIGN 1
540 FT
CHANNELIZING DEVICE
SIGN 10 HWY 6 HWY 6 HWY 6
SIGN 1540 FT
SIGN 11 �
SIGN 3
�yLJI CHANNELIZING DEVICE SIGN 1 — --
ONTAGE RD FRONTAGE RD
3
.z,
SIGN 1 SIGN 4 ►� SIGN 4 ��� Lu '
V R_JT 100 FTui
v /
SIGN 3
4 �3SIGN 1
PHASE 1, 2 & 213 TRAFFIC CONTROL FOR CLOSURE AND DETOUR
NOTES:
1. PROVIDE 1 WEEK NOTICE TO ENGINEER AND BUSINESSES PRIOR TO STREET OR DRIVEWAY CLOSURE.
2. RESTORE DRIVEWAYS WITH PAVEMENT OR TEMPORARY COMPACTED GRANULAR BACKFILL AND RE -OPEN AT END OF EACH WORK DAY.
3. ALL TRAFFIC CONTROL TO FOLLOW SUDAS STANDARD DETAILS AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
4. STREET AND SIDEWALK CLOSURE AND DETOURS, SUDAS 8030.101, 8030.104, 8030.112, AND 8030.119.
5. CONTRACTOR SHALL MAINTAIN MINIMUM 11 FEET OPEN TRAVEL WIDTH FOR ONE-WAY, ALTERNATING AND SIDE BY SIDE TWO LANE TRAFFIC.
6. COORDINATE WITH CITY STREET DIVISION FOR ALL SIGN REMOVALS. CONTRACTOR TO PROVIDE TEMPORARY STOP SIGNS IF NEEDED. SIGN POSTS DAMAGED BY
CONTRACTOR SHALL BE REPLACED AT NO ADDITIONAL COST TO CITY.
7. POSTED SPEED LIMIT ON INDUSTRIAL PARK ROAD, FRONTAGE ROAD, LOWER MUSCATINE ROAD IS 25 MPH AND 45 MPH ON HWY 6.
8. PROVIDE FLAGGERS AS NECESSARY TO CONSTRUCT IMPROVEMENTS, INCIDENTAL TO TRAFFIC CONTROL.
HWY 6
SIGN 3 J
0
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SHEET
IDENTIFICATION
J.1
1 L
SIGN LEGEND:
SIGN 1
r
SIGN 2
SIGN 3 "
SIGN 4
SIGN 5
SIGN 6
SIGN 7
SIGN 8
SIGN 9
SIGN 10
SIGN 11
3
1M1
{
O
MOVE 500 FT OF SHOULDER CLOSURE WITH WATER MAIN WORK
Q
<
— — —
500 FT
40 FT (TYP)
JSCATINE RD
— -_ _ _ __
_ — _
—
o+oo —
lit
��� 1+00 2+ 3+00
W IT
4+00
W
5+00 6+00 7+00 8+00 9+00 1
+00 11+00 12+00 13+00
14+00 15+001
16+00 1'
18+00
I
I— 4 W I I l--- W f 1 W I—�--
— W I —i F WI 1
W I I�—+ WI_ i
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SIGN 3
%
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HWY6 HWY6
HWY6 HWY6
HWY6
_—
CHANNELIZING DEVICE
J
HWY6
HWY6 HWY6
HWY6 =
HWY6
700 FT
— 350 FT �--{
23 SIGN 2
SIGN 1
= HWY6
r
HWY6
It
" FRONTAGE RD -:7 FRONTAGE RD = FRONTAGE RD
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PHASE 3 TRAFFIC CONTROL FOR CLOSURE AND DETOUR
NOTES:
1. PROVIDE 1 WEEK NOTICE TO ENGINEER PRIOR TO SHOULDER CLOSURE.
2. ALL TRAFFIC CONTROL TO FOLLOW SUDAS STANDARD DETAILS AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
3. STREET AND SIDEWALK CLOSURE AND DETOURS, SUDAS 8030.101, 8030.113, 8030.116, 8030.117 AND 8030.119.
4. CONTRACTOR SHALL MAINTAIN MINIMUM 11 FEET OPEN TRAVEL WIDTH FOR ONE-WAY TRAFFIC.
5. COORDINATE WITH CITY STREET DIVISION FOR ALL SIGN REMOVALS. CONTRACTOR TO PROVIDE TEMPORARY STOP SIGNS IF NEEDED. SIGN POSTS DAMAGED BY
CONTRACTOR SHALL BE REPLACED AT NO ADDITIONAL COST TO CITY.
6. POSTED SPEED LIMIT ON INDUSTRIAL PARK ROAD, FRONTAGE ROAD, LOWER MUSCATINE ROAD IS 25 MPH AND 45 MPH ON HWY 6.
7. PROVIDE FLAGGERS AS NECESSARY TO CONSTRUCT IMPROVEMENTS, INCIDENTAL TO TRAFFIC CONTROL.
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SHEET
IDENTIFICATION
J.2
SIGN 3
SIGN 4 e os W
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SIGN 3 SIGN 1
RDAD
SIGN 5 C�DSED
AHEAD
SIGN 5
(EAST OF S 1 ST AVE INTERSECTION)
SIGN 6 u
SIGN
(EAST OF S 1ST AVE INTERSECTION)
SIGN 7
SIGN8 uEr E=ac�o
CROSS MERE
SIGN 9 l J
SIGN 10
SIGN 11
31
LOWER MUSCATINE RD SIGN SIGN SIGN
CHANNELIZING DEVICE '
--- - - - -
0+ W
Z
SIGN 1 SIGN 4 0 2+0 3+00 4+00 5+00 6+00 7+00
SIGN 3 o W W I IW I W I— --i-- yy W
SIGN 4 � 1 SIGN 2 540 FT 540 FT
CHANNELIZING DEVICE SIGN 6
LANE CLOSED SIGN 1
Ee
HWY 6 HWY 6
SIGN 9 CHANNELIZING DEVICE
SIGN 7 LANE CLOSED
HWY 6
SIGN 8 I
5?0 FT
SIGN 1_/
540 FT J
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SIGN 3
I
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HWY6
PHASE 4 TRAFFIC CONTROL FOR CLOSURE AND DETOUR
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- HWY E
SIGN 3
NOTES:
1.
FAIRMEADOWS CLOSURE WILL BE SUBJECT TO DISCUSSIONS WITH P & G. PROVIDE 4 WEEKS NOTICE TO ENGINEER PRIOR TO FAIRMEADOWS BOULEVARD CLOSURE.
F
2.
RESTORE DRIVEWAYS WITH PAVEMENT OR TEMPORARY COMPACTED GRANULAR BACKFILL AND RE -OPEN AT END OF EACH WORK DAY.
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3.
ALL TRAFFIC CONTROL TO FOLLOW SUDAS STANDARD DETAILS AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
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4.
STREET AND SIDEWALK CLOSURE AND DETOURS, SUDAS 8030.101, 8030.113, 8030.116, 8030.117 AND 8030.119.
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5.
CONTRACTOR SHALL MAINTAIN MINIMUM 11 FEET OPEN TRAVEL WIDTH FOR ONE-WAY TRAFFIC.
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6.
COORDINATE WITH CITY STREET DIVISION FOR ALL SIGN REMOVALS. CONTRACTOR TO PROVIDE TEMPORARY STOP SIGNS IF NEEDED. SIGN POSTS DAMAGED BY
CONTRACTOR SHALL BE REPLACED AT NO ADDITIONAL COST TO CITY.
w F_
7.
POSTED SPEED LIMIT ON INDUSTRIAL PARK ROAD, FRONTAGE ROAD, LOWER MUSCATINE ROAD IS 25 MPH AND 45 MPH ON HWY 6.
a
3
8.
PROVIDE FLAGGERS AS NECESSARY TO CONSTRUCT IMPROVEMENTS, INCIDENTAL TO TRAFFIC CONTROL.
SHEET
IDENTIFICATION
J.3
)1
PHASE 3 IPHASE 2
7J2000
W
FO r
y � I
I N
ry
I
o
0 0 0+-
n
r14'-0"
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N
12" VALVE
12"X6"TEE
N
TRAFFIC LIGHT OVERHEAD
HORIZONTAL BEAM
J FO x F'
FO FO %
f x%
- FO x � FO
FO x
o % FO
FO x
_ SS x SS x I SS x
GAS CROSSING
FO FO
W W > I W
16" BUTTERFLY VALVE
- ES %
ES FS x .—_ __
16" X 12" CROSS �
FO x—�O X-_-�---- -_
12" CAP (PHASE 2)
GAS CROSSING J /
12" VALVE —/
Fox—FO I.
FO /
REMOVE EXISTING 12" VALVE J
I
PROPOSED 12" DI WATER MAIN
I
EXISTING 20" CASING PIPE
I
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6HWY ,
Fox
FO x
wv
L I 3 I 4
I
12" DI WATER MAIN
REMOVE HYDRANT AND TEE INDUSTRIAL PARK RD PROFILE
DUCTILE IRON WITH NITRILE GRIPPER GASKETS
685 EXISTING 20' CASING PIPE
oX FIBER OPTIC (UPN)
EXISTING 12" WATER MAIN
O ELECTRIC GAS (4") (TO BE RELOCATED BY MID AMERICAN)
ROW (APPROX.) FIBER OPTIC LUMEN
\ 12" VALVE (LUMEN)
FIBER OPTIC (CITY) EXISTING SURFACE
FIBER OPTIC
I , I • FIBER OPTIC
! 1^
CONNECT TO EXISTING 12" WATER MAIN 680I i. (LUMEN) (AUREON) 12" VALVE
o
12' CAP — 5.5 FT MIN.
FO %
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z HYDRANT ASSEMBLY
PROPOSED 12" DI WATER MAIN
FO n a BM01
GAS CROSSING e
ELECTRIC CROSSING x
FO % Fo 16" 45° ELBOW
o GAS CROSSING
FO FO x
' 16" X 112" REDUCER
W X S2i SSx FO}\ O
Gx 12" CUT -IN
CONNECTION �6_=
+ 21 23
EXISTING 12"
WATER MAIN
16" 45° ELBOW
FIBER OPTIC CROSSING
FO F O FOX —
PROPOSED 16" DI WATER MAIN
EXISTING 12" TEE AND VALVE
O (TO BE ABANDONED)
I 16" BUTTERFLY VALVE
12" CAP (PHASE 1)
- CONNECT TO EXISTING 12" WATER MAIN
c�
0 1a 20'
z
0
675
w
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CONNECT TO EXISTING
12" WATER MAIN
12" DI WATER MAIN
12"X6"TEE �
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PROPOSED 12" DUCTILE IRON CONNECT TO EXISTING
WATER MAIN 12" WATER MAIN
12' 45° ELBOWS
16" X 12 CROSS REMOVE 12" X 6" TEE
REMOVE HYDRANT
AND SALVAGE TO CITY CONNECT TO EXISTING
10 SANITARY SEWER OF IOWA CITY 12" WATER MAIN
REMOVE CONNECT TO EXISTING 12" WATER MAIN
665 h
30+00 STATION 31+00 31+
68`
68(
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O
j 67:
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DUCTILE IRON WITH NITRILE GRIPPER GASKETS
GAS (4") (TO BE RELOCATED
EXISTING
BY MID AMERICAN)
SURFACE
12" CUT -IN CONNECTION
I
ELECTRIC FIBER OPTIC (UPN)
GAS
GAS
i
5.5 FT
MIN.
VALVE
16" 45° ELBOWS
16" BUTTERFLY VALVE
16" X 12 CROSS
16" BUTTERFLY
10" SANITARY SEWER
16"
X 12" REDUCER
665
20+00
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IDENTIFICATION
21+25 MWM.1
STATION
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FO \ \\
— FO'x: FO x
x
FO
FO
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ss x ss x
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W W
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67!
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0
67(
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660
18+00
FO x
ROW (APPROX.)
J I 4
FO
Fox ROW (APPROX.) `�\\ I
Ox FFCl x
FO 12" RIPRAP, CLASS E ____--- FO x--- '-'---- Fox
Fo x
-r FO x'_------��5� x`___.-_-- -_—FO z FO x FO x'�—
FO K 55 S
x S x SS x SS x SS x SS x SS x
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x
x FO x FO x -�— x x PHASE 3 �
79+00 W
WI
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Wvx W W 3
x W, Wx Wx wx wx
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REMOVE VALVE BOX (TYP)
' \ FO FO FO xx
FO Fp x FOX FOX— FO x FOX x
FIBER OPTIC CROSSING\_ GAS CROSSING PROPOSED 16" DI WATER MAIN /
FO FFO EXISTING WATER MAIN CROSSING
x p l x x FO x FO x FO x FO x FO x FO x FO x
SS x -- SSA pu_,_
FO x--
FO x FOX
DUCTILE IRON WITH NITRILE GRIPPER GASKETS
EXISTING 16" WATER MAIN
(TO BE REMOVED AS NECESSARY)
12" RIPRAP, CLASS
E
FIBER OPTIC GAS
(LPN)
5.5 FT
MIN.
PROPOSED
16" DI WATER MAIN
OPY8N
20+00
14
_ ES x _ — ES
- FO
I
FO x FO
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Fox FOXFIBER OPTIC CROSSING
Fo X X
x x REMOVE 12" SERVICE VALVE
6" CAP SANITARY SEWER CROSSING
REMOVE VALVE BOX ���II\ 11\\\\ '1
12" VALVE REMOVE VALVE BOX FO
wx— wx wx WX
14+00
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FO T FOX FO x , FOX FOX FO x FO x
FO z F° x x HYDRANT ASSEMBLY P6" CAP
ROPOSED 16" DI WATER MAIN m
I 16" X 12" TEE
16" BUTTERFLY VALVE
1 16" PVC WATER MAIN (WEST OF VALVE) 1
L HWY 6
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WATER MAIN
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FIBER OPTIC (LUMEN)
5.5
FT MIN.
_>
16"X6"TEE
16" X 12" TEE
-�
16" WATER MAIN
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16" BUTTERFLY VALVE
18" MIN. CLEARANCE
16+00 STATION 17+00
18+00
:OX FO Fox
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REMOVE EXISTING 90' ELBOW, INSTALL 6" TEE
PLUG 6" TEE, (WEST) -
OE _ OE — OE =OE
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DEAD END HYDRANT ASSEMBLY
IOWA CITY FIGURE 5020.202
SSA___
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ROW (APPROX.) 3 a w Z
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SHEET
IDENTIFICATION
MWM.3
4
ROW (APPROX.)
71
31
wl
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f//%�I ROW (APPROX.;
ROW (APPROX_) p�l�g��fill
F��Z,
FOx ip/
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SANITARY SEWER CROSSING
wx vx
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12+00
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x PROPOSED 16" PVC WATER MAIN
FO f0 x FO x FO x FO x Fox— FO x —
FO x FO FO x ,
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HWY 6
n
if
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FIBER OPTIC CROSSING 1
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1u+uu 11+00 12+00 STATION 13+00 14+00 15+00
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SHEET
IDENTIFICATION
MWM.4
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FO x
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- -
ROW (APPROX.) cx cx cx / !� /�---- FO .-,� F<' ,
cx x o x cx cx cx xf o \`
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FO
FOa
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11/raww" Fo -
FO
wx wx 5+I0 wx v,—
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PROPOSED 16" PVC WATER MAIN
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16"X6"TEE
wx wx wz _..r1x
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16" BUTTERFLY VALVE
�---- FO x-----�— FO x FO Y FO x FO x FO x FO x FO x FO x FO x FC .
FO x
HYDRANT ASSEMBLY '
HWY 6
0 10, 20' 40'
�P 1
(
L
RESTRAINED JOINT PVC
695;
EXISTING SURFACE
690
Z 685
O
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w 680
PROPOSED 16' PVC WATER
MAIN
16" BUTTERFLY VALVE
16' X 6" TEE
675
670
.+W 7,00 STATION 8+00 9+00 10+00
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a LL
cow 3 0_
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SHEET
IDENTIFICATION
MWM.5
4
I
ROW (APPROX.)
CP04
ss _
REMOVE VALVEBO -X
16" CAP ___x
REMOVE HYDRANT _ llpwI ROW (APPROX.)
6' CAP
ss
F X —
FO X FO X +
Gx x Gx
16" CUT -IN CONNECTION
W. Wx WX W
- FO x x
16" 45' ELBOW Fo
FIBER OPTIC CROSSINGS
16" 45° ELBOW D
LOWERTIMUSCATI E RD
ICP03 ROW (APPROX.)
HYDRANT ASSEMBLY
Atk—
` s` ssx
PHASE 4
STORM SEWER CROSSING ;.:.. = Y FOX FO x FO X F
Fp ---- v x Fox Fox REMOVE EXISTING 12" SERVICE VALVE, CONNECT TON'
MAIN Gx p x cx G x F
�- c _ G x _. G X .. _. _X _ . �- FO
x G x `- 16" CAP 16" CAP - Fo _R - O x FOX x FO x -
FO X FOX �, rV F FOX x FO x FOX FOX FO X
X F F FO FOX FO FOX FOX . _ .. FO x I
3 FT SEPARATION FROM SANITARY MANHOLE--- Wx
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SANITARY SEWER CROSSING SANITARY SEWER
16" BUTTERFLY VALVE Q 0 CROSSING
16" X 6" TEE W —ES,"
N
16" BUTTERFLY VALVE 2PHASE 4 PHASE 3
FIBER OPTIC CROSSING
RELOCATE FIBER OPTIC (LUMEN) FROM 0+00 TO 1+10 �� x
HWY 6 - - - - -
70C
695
Z 69C
O
a
w
w 685
680
NA W WW W I WW W
VALVE
PROPOSED 16" PVC WATER MAIN
FOX- FO 16" X 12" TEE FO x FO x Fo 1r
�x FOX FOX
HWY 6
0 ,O 20' 40'
RESTRAINED JOINT PVC
FIBER
OPTIC
EXISTING 12"
STORM SEWER
FIBER
OPTIC
--
EXISTING SURFACE
18" MIN. CLEARANCE
5.5
FT
MIN.
18"
MIN. CLEARANCE
18- MIN.
CLEARANCE
16'
BUTTERFLY
VALVE
EXISTING 10" SANITARY SEWER
16" X 12" TEE
16" WATER MAIN
16" X 6" TEE
EXISTING 10" SANITARY SEWER
16' 45" ELBOWS 16" BUTTERFLY VALVE
I I
16" CUT CONNECTION
1 ' !
,
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-IN
<f
4t elJ
'L
675
0+00
�rw STATION
4+UU
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SHEET
IDENTIFICATION
MWM.6
02 February 2024
City Clerk's Office
410 East Washington Street
Iowa City, Iowa, 52240
� r
®d�
CITY OF IOWA CITY
r,71 FLED_ - (NESCO CITY OF LITERATURE
i30
410 East Washington Street
Iowa City, Iowa 52240- 1826
(319) 356-5000
(319) 356-5009 FAX
www,icgov.org
Subject: Estimated Construction Cost for the Highway 6 East Water Main Replacement Project
Dear City Clerk,
The engineer's opinion of estimated construction cost for the upcoming Highway 6 East Water
Main Replacement Project is $880,000.
Sincerely,
�/-- "73rz
Marri VanDyke
Civil Engineer
Prepared by: Marri VanDyke, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319)356-5044 yr`
Resolution No. 24-34
Resolution setting a public hearing on February 20, 2024 on
project manual and estimate of cost for the construction of the
Highway 6 East Water Main Replacement Project, directing City
Clerk to publish notice of said hearing, and directing the City
Engineer to place said project manual on file for public inspection.
Whereas, funds for this project are available in the Hwy 6 (Fairmeadows to Industrial Park Rd)
Water Main Replacement Project, account #W3320.
Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that:
A public hearing on the project manual and estimate of cost for the construction of the above -
mentioned project is to be held on the 20th day of February, 2024, at 6:00 p.m. in the Emma
J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting
of the City Council thereafter as posted by the City Clerk.
2. The City Clerk is hereby authorized and directed to publish notice of the public hearing for
the above -named project in a newspaper published at least once weekly and having a
general circulation in the City, not less than four (4) nor more than twenty (20) days before
said hearing.
3. A copy of the project manual and estimate of cost for the construction of the above -named
project is hereby ordered placed on file by the City Engineer in the office of the City Clerk
for public inspection.
Passed and approved this 6,-1, day of FPhruar3, , 2024
M
Approved
Attest:
City Clerk City A orney's Office
(Liz Craig - 02/01/2024)
It was moved by Dunn and seconded by salih the Resolution be
adopted, and upon roll call there were:
Ayes:
X
X
x
x
X
Nays:
Absent:
Alter
Bergus
Dunn
Harmsen
Moe
Salih
Teague
Loc&I'QR c�c�eNvtQ,v�'
Iowa PO Box 631851 Cincinnati, OH 45263-1851
GANNETT
PROF OF PUBLICATION
NOTICE OF P0110
UBLIC HEARING
NOTICE OF PUBLIC HEARING ON
AshleyPlatz
PROJECT MANUAL AND ESTI-
City
MATED COST FOR T,�-I,E HIGH -
WAY 6 FAST WATER MAiIV
City Of Iowa City
REP CKCEMENT PROJECT —IN"
410 E Washington ST
TO ALL TAXPAYERS OF THE
Iowa City LA52240-1825
CITY OF IOWA CITY, IOWA, AND
TO OTHER INTERESTED
PERSONS:
STATE OF WISCONSIN, COUNTY OF BROWN
Public notice is hereby given that
the City Council of the City of Iowa
City, Iowa, will conduct a public
The Iowa City Press Citizen, a newspaper printed and published in
hearing on the Proiect Manual,
the city of Iowa, Johnson County, State of Iowa, and personal
including the plans, specifications,
knowledge of the facts herein state and that the notice hereto
contract, and estimated cost for the
construction of the Highway East
annexed was Published in said newspapers in the issue:
i
Water Main Replacement n said
city at 6:00 p.m. on the 20th day of
02/12/2024
February, 2024, said meeting to be
held in the Emma J. Harvat Hall in
the City Hall, 410 East Washington
and that the fees charged are legal.
Street in said city, or if said meeting
Sworn to and subscribed before on 02/12/2024
is cancelled, at the next meeting of
the City Council thereafter as posted
by the City Clerk.
This project includes installation of
approximately 2,100 LF of 16"
ductile iron and PVC water main,
with associated valves, hydrants,
service connections, traffic control,
pavement removal and surface
restoration and is located at High-
way 6 East between Fairmeadows
Boulevard and Industrial Park
Road.
Said Proiect Manual and estimated
cost are now on file in the office of
the City Clerk in the City Hall in
Legal C erk
'
Iowa City, Iowa, and may be
inspected by any interested persons.
Any interested persons may appear
Notary, State of WI, County of Brown
at said meeting of the City Council
for the purpose of making obiections
.—
to and comments concerning said
Proiect Manual or the cost of
Mycommisionexpires
making said improvement.
Publication Cost: $41.80
This notice is given by order of the
City Council of the City of Iowa City,
Order No: 9833959 # of Copies:
p
Iowa and as provided by law.
Kellie K. Grace, City Clerk
Customer No: 1249729 1
PO #:
THIS IS NOT AN INVOICE!
Please do not use this form Jor pgvment remittance
r
KATHL_EEN ALLEN
NotarY Public
it 01 1!isc nnin
Page 1 of 1
Prepared by: Marri VanDyke, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319) 356-5044
Resolution No. 24-49
Resolution approving project manual and estimate of cost for the
construction of the Highway 6 East Water Main Replacement
Project, establishing amount of bid security to accompany each
bid, directing City Clerk to post notice to bidders, and fixing time
and place for receipt of bids.
Whereas, notice of public hearing on the project manual and estimate of cost for the above -
named project was published as required by law, and the hearing thereon held; and
Whereas, the City Engineer or designee intends to post notice of the project on the website
owned and maintained by the City of Iowa City; and
Whereas, funds for this project are available in the Hwy 6 (Fairmeadows to Industrial Park Rd)
Water Main Replacement Project, account #W3320.
Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that:
1. The project manual and estimate of cost for the above -named project are hereby
approved.
2. The amount of bid security to accompany each bid for the construction of the above -
named project shall be in the amount of 10% (ten percent) of bid payable to City of Iowa
City, Iowa.
3. The City Clerk is hereby authorized and directed to post notice as required in Section 26.3,
not less than 13 days and not more than 45 days before the date of the bid letting, which
may be satisfied by timely posting notice on the Construction Update Network, operated
by the Master Builder of Iowa, and the Iowa League of Cities website.
4. Sealed bids for the above -named project are to be received by the City of Iowa City, Iowa,
at the Office of the City Clerk, at the City Hall, before 3:00 p.m. on the 121 day of March,
2024. At that time, the bids will be opened by the City Engineer or his designee, and
thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said
bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City,
Iowa, at 6:00 p.m. on the 19t' day of March, 2024, or at a special meeting called for that
purpose.
Passed and approved this 20th day of
Attest: )- 44 J
City C erk
February 2024.
Ma r
Approved by
G
City Attor y's Office
(Sara Hektoen - 02/14/2024)
Resolution No. 24-49
Page 2
It was moved by Bergus and seconded by
adopted, and upon roll call there were:
Ayes:
E�
Nays:
Salih the Resolution be
Absent:
Alter
Bergus
Dunn
Harmsen
Moe
Salih
Teague
AL ; I I
IOWA
LEAGUE
QfCITIES
CERTIFICATE
The Iowa League of Cities an entity organized under the laws of Iowa as an instrumentality of its
member cities, with its principal place of business in Des Moines, Polk County, Iowa, does hereby
certify that I am now and was at the time hereinafter mentioned, the duly qualified and acting
Executive Director of the Iowa League of Cities, and that as such Executive Director of the League
and by full authority from the Executive Board, I have caused a
NOTICE TO BIDDERS
Highway 6 East Water Main Replacement Project
Classified ID: 111708526365
A printed copy of which is attached and made part of this certificate, provided on 02/22/2024 to be
posted on the Iowa League of Cities internet site on the following date:
2024-02-22
I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is
true and correct.
02/22/2024
Alan Kemp, Executive Director
0100
NOTICE TO BIDDERS
HIGHWAY 6 EAST WATER MAIN REPLACEMENT PROJECT
Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M.
on the 12th day of March 2024. Sealed proposals will be opened immediately thereafter. Bids
submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project.
Proposals received after this deadline will be returned to the bidder unopened.
Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Hanrat
Hall at 6:00 P.M. on the 19th day of March, 2024, or at special meeting called for that purpose.
The Project will involve the following:
This project includes installation of approximately 2,100 LF of 16" ductile iron and PVC water
main, with associated valves, hydrants, service connections, traffic control, pavement removal
and surface restoration and is located at Highway 6 East between Fairmeadows Boulevard and
Industrial Park Road.
All work is to be done in strict compliance with the Project Manual prepared by Watersmith
Engineering, of Muscatine, Iowa, which has heretofore been approved by the City Council, and
are on file for public examination in the Office of the City Clerk.
Each proposal shall be completed on a form furnished by the City and must be submitted in a
sealed envelope. In addition, a separate sealed envelope shall be submitted containing a
completed Bidder Status Form and a bid security executed by a corporation authorized to contract
as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made
payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the
City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10)
calendar days of the City Council's award of the contract and post bond satisfactory to the City
(in the form shown in Section 0510) ensuring the faithful performance of the contract and
maintenance of said Project, if required, pursuant to the provisions of this notice and the other
contract documents. The City shall retain the bid security furnished by the successful bidder until
the approved contract has been executed, the required Performance, Payment, and Maintenance
Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of
the contract, and the contract and security have been approved by the City. The City shall
promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as
the successful bidder is determined or within thirty days, whichever is sooner.
The successful bidder will be required to famish a Performance, Payment, and Maintenance Bond
in an amount equal to one hundred percent (100%) of the contract price and in the form shown in
Section 0510, said bond to be issued by a responsible surety approved by the City, and shall
guarantee the prompt payment of all materials and labor, and also protect and save harmless the
City from all claims and damages of any kind caused directly or indirectly by the operation of the
contract, and shall also guarantee the maintenance of the improvement for a period of five (5)
year(s) from and after its completion and formal acceptance by the City Council.
Project Page 1 of 2
The following limitations shall apply to this Project:
Late Start Date: April 29, 2024
Substantial Completion Date: July 22, 2024
Final Completion Date: September 30, 2024
Liquidated Damages: $500 per day
All of the bid items listed in Section 0400 — Proposal shall be completed by the Substantial
Completion Date except seeding.
The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank
forms may be secured at the office of Technigraphics, a division of Rapids Reproductions, 415
Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354-
8973, Toll -Free: (800) 779-0093.
Prospective bidders are advised that the City of Iowa City desires to employ minority contractors
and subcontractors on City projects. A listing of minority contractors can be obtained from the
Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of
Transportation Contracts Office at (515) 239-1422_
Bidders shall list on the Proposal the names of persons, firms, companies or other parties with
whom the bidder intends to subcontract. This list shall include the type of work and approximate
subcontract amount(s).
The Contractor awarded the contract shall list on the Contract its subcontractors, together with
quantities, unit prices and extended dollar amounts.
By virtue of statutory authority, preference must be given to products and provisions grown and
coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required
under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project.
The City reserves the right to reject any or all proposals, and also reserves the right to waive
technicalities and irregularities.
Posted upon order of the City Council of Iowa City, Iowa,
KELLIE GRACE, CITY CLERK
Project Page 2 of 2
Ashley Platz
From: Cindy Adams <CAdams@mbi.build>
Sent: Thursday, February 22, 2024 9:08 AM
To: Ashley Platz
Subject: Certificate for Notice to Bidders
Attachments: We sent you safe versions of your files; 02.22.24 Notice to Bidders.tiff
A
RISK
** This email originated outside of the City of Iowa City email system. Please take extra care opening any links or
attachments. **
Mimecast Attachment Protection has deemed this file to be safe, but always exercise caution when opening files.
Certificate
The undersigned, being first duly sworn on oath, states that The Construction Update Plan Room Network ("CU
Network") is a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of
business in Des Moines, Polk County, Iowa. The undersigned also states that he is now and was at the time hereinafter
mentioned, the duly qualified and acting President / CEO of the CU Network, and that as such President / CEO of the CU
Network and by full authority from the Executive Board, he caused a
NOTICE TO BIDDERS
Iowa City — Highway 6 East Water Main Replacement Project
A printed copy of which is attached and made part of this certificate, to be posted in the Construction Update Network
Plan Room, a relevant contractor plan room service with statewide circulation and a relevant contractor lead generating
service with statewide circulation, on the following date(s):
February 22, 2024
I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct.
February 22, 2024
Date President/CEO of The Construction Update Plan Room Network
Cindy ect Information damslist
Master Builders of Iowa
P (515) 402-9858
E CAdams@MBI.Build I W www.MBI.Build
DAILY NOTICE
construction
update
0100
NOTICE TO BIDDERS
HIGHWAY 6 EAST WATER MAIN REPLACEMENT PROJECT
Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M.
on the 12th day of March 2024. Sealed proposals will be opened immediately thereafter. Bids
submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project.
Proposals received after this deadline will be returned to the bidder unopened.
Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat
Hall at 6:00 P.M. on the 19th day of March, 2024, or at special meeting called for that purpose.
The Project will involve the following:
This project includes installation of approximately 2,100 LF of 16" ductile iron and PVC water
main, with associated valves, hydrants, service connections, traffic control, pavement removal
and surface restoration and is located at Highway 6 East between Fairmeadows Boulevard and
Industrial Park Road.
All work is to be done in strict compliance with the Project Manual prepared by Watersmith
Engineering, of Muscatine, Iowa, which has heretofore been approved by the City Council, and
are on file for public examination in the Office of the City Clerk.
Each proposal shall be completed on a form furnished by the City and must be submitted in a
sealed envelope. In addition, a separate sealed envelope shall be submitted containing a
completed Bidder Status Form and a bid security executed by a corporation authorized to contract
as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made
payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the
City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10)
calendar days of the City Council's award of the contract and post bond satisfactory to the City
(in the form shown in Section 0510) ensuring the faithful performance of the contract and
maintenance of said Project, if required, pursuant to the provisions of this notice and the other
contract documents. The City shall retain the bid security furnished by the successful bidder until
the approved contract has been executed, the required Performance, Payment, and Maintenance
Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of
the contract, and the contract and security have been approved by the City. The City shall
promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as
the successful bidder is determined or within thirty days, whichever is sooner.
The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond
in an amount equal to one hundred percent (100%) of the contract price and in the form shown in
Section 0510, said bond to be issued by a responsible surety approved by the City, and shall
guarantee the prompt payment of all materials and labor, and also protect and save harmless the
City from all claims and damages of any kind caused directly or indirectly by the operation of the
contract, and shall also guarantee the maintenance of the improvement for a period of five (5)
year(s) from and after its completion and formal acceptance by the City Council.
Project Page 1 of 2
The following limitations shall apply to this Project:
Late Start Date: April 29, 2024
Substantial Completion Date: July 22, 2024
Final Completion Date: September 30, 2024
Liquidated Damages: $500 per day
All of the bid items listed in Section 0400 — Proposal shall be completed by the Substantial
Completion Date except seeding.
The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank
forms may be secured at the office of Technigraphics, a division of Rapids Reproductions, 415
Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354-
8973, Toll -Free: (800) 779-0093.
Prospective bidders are advised that the City of Iowa City desires to employ minority contractors
and subcontractors on City projects. A listing of minority contractors can be obtained from the
Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of
Transportation Contracts Office at (515) 239-1422.
Bidders shall list on the Proposal the names of persons, firms, companies or other parties with
whom the bidder intends to subcontract. This list shall include the type of work and approximate
subcontract amount(s).
The Contractor awarded the contract shall list on the Contract its subcontractors, together with
quantities, unit prices and extended dollar amounts.
By virtue of statutory authority, preference must be given to products and provisions grown and
coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required
under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project.
The City reserves the right to reject any or all proposals, and also reserves the right to waive
technicalities and irregularities.
Posted upon order of the City Council of Iowa City, Iowa.
KELLIE GRACE, CITY CLERK
Project Page 2 of 2
Prepared by: Marri VanDyke, Engineering Division, 410 E. Washington St., Iowa City, IA 52240 (319)356-5044
Resolution No. 24-63
Resolution awarding contract and authorizing the Mayor to sign
and the City Clerk to attest a contract for construction of the
Highway 6 East Water Main Replacement Project.
Whereas, B.G. Brecke, Inc. of Cedar Rapids, Iowa has submitted the lowest responsive,
responsible bid of $559,565.94 for construction of the above -named project; and
Whereas, funds for this project are available in the Hwy 6 (Fairmeadows to Industrial Park Rd)
Water Main Replacement Account #W3320.
Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that:
1. The contract for the construction of the above -named project is hereby awarded to B.G.
Brecke, Inc. of Cedar Rapids, Iowa, subject to the condition that awardee secure adequate
performance and payment bond, insurance certificates, and contract compliance program
statements.
2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for
construction of the above -named project, subject to the condition that awardee secure
adequate performance and payment bond, insurance certificates, and contract compliance
program statements.
3. The City Engineer and City Manager are authorized to execute change orders according
to the City's Purchasing Policy as they may become necessary in the construction of the
above -named project.
Passed and approved this 19th day of March 12024
Attest: 1� L C ' !4 ao-�
City Clerk
MWi r CJ
Approved by
G '
City At rney's Office
(Sue Dulek — 03/13/2024)
It was moved by Harmsen and seconded by
adopted, and upon roll call there were:
Ayes:
M
Nays:
Alter the Resolution be
Absent:
Alter
Bergus
Dunn
Harmsen
Moe
Salih
Teague
CITY OIL IOWA CITY
410 East NVinghiaatau Street
Iowa City, Iowa522,40 -1826
(319) 356 - 500D
(319) 356 - $009 VAX
ENGINEER'S REPORT v "/.1atouare
October 28, 2025
City Council
Iowa City, Iowa
Re: Highway 6 Water Main Replacement Project
Dear City Council:
I hereby certify that the Highway 6 Water Main Replacement Project has been completed by B.G.
Brecke, Inc. of Cedar Rapids, Iowa, in substantial accordance with the Project Manual developed
by Watersmith_Engineeri.ng,.-LLC.._
The project was bid as a unit price contract, and the final contract price is $663,717.67,
There were four (4) change orders on this project as follows:
1. Storm sewer at the intersection of Fairmeadows Boulevard and Highway 6 $47,845.50
2. Exploratory excavation and concrete removal $5,014.00
3. Pavement removal and PCC pavement, 7-inch with 3-inch HMA overlay $12,748.00
4. Provide support for a traffic signal pole while excavating adjacent to it $10,151.54
TOTAL $75,759.04
1 recommend that the above -referenced improvements be accepted by the City of Iowa City.
Sincerely,
e..navel, PE
City Engineer
Prepared by: Alin Dumachi, Sr. Engineer, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5143
Resolution No. 25-261
Resolution accepting the work for the Highway 6 Water Main
Replacement Project.
Whereas, the Engineering Division has recommended that the work for construction of the Highway
6 Water Main Replacement Project, as included in a contract between the City of Iowa City and B.G
Brecke, Inc. of Cedar Rapids, Iowa, dated February 2"d, 2024, be accepted; and
Whereas, the Engineer's Report and the Performance, Payment and Maintenance Bond have been
filed in the City Clerk's office; and
Whereas, funds for this project are available in the Highway 6 Water Main Replacement Project
account # W3320; and
Whereas, the final contract price is $663,717.67.
Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said
improvements are hereby accepted by the City of Iowa City, Iowa.
Passed and approved this 3rd day of
V
Attest: L �.
City Clerk
November .2025
Mayor
It was moved by Salih and seconded by
adopted, and upon roll call there were:
Ayes:
Nays:
Approved by
L
City Attorn s Office
(Liz Craig—10/30/2025)
Moe the Resolution be.
Absent:
Alter
Bergus
Harmsen
Moe
Salih
Teague
Weilein
Bond #54259092
0510
PERFORMANCE, PAYMENT, AND MAINTENANCE BOND
Ci T`{, HIGHWAY 6 EAST WATER MAIN REPLACEMENT PROJECT
CITY OF IOWA CITY
Know All by These Presents:
That we, B.G. Brecke Inc. , as Principal
(hereinafter the "Contractor" or "Principal°) and United Fire & Casualty Com2any ,
as Surety are held and firmly bound unto City of Iowa City, Iowa, as ❑bllgee (hereinafter referred
to as "the Jurisdiction"), and to all persons who may be injured by any breach of any of the
conditions of this Bond In the penal Slim of five hundred Tifl -»ine thousand five lxuulred sixt -five and 941100
dollars ($ 559,565.94 ), lawful money of the United States, for the payment of which
sum, well and truly to be made, we bind ourselves, our heirs, legal representatives and assigns,
Jointly or severally, firmly by these presents.
The conditions of the above obligations are such that whereas said Contractor entered into a
contract with the Jurisdiction, bearing date the day of ,
, (hereinafter the "Contract") wherein said Contractor undertakes and agrees to
construct the following described improvements:
Installation of approximately 2,100 LF of 16" ductile iron and PVC water main, with associated
valves, hydrants, service connections, traffic control, pavement removal and surface restoration
and is located at Highway 6 East between Falrmeadows Boulevard and Industrial Park Road.
To faithfully perform all the terms and requirements of said Contract within the time therein
specified, in a good and workmanlike manner, and In accordance with the Contract Documents,
It Is expressly understood and agreed by the Contractor and Surety in this bond that the following
provisions are a part of this Bond and are binding upon said Contractor and Surety, to -wit:
Performance: The Contractor shall well and faithfully observe, perform, fulfill, and abide
by each and every covenant, condition, and part of said Contract, by reference made a
part hereof, for the above referenced Improvements, and shall Indemnify and save
harmless the Jurisdiction from all outlay and expense incurred by the Jurisdiction by
reason of the Contractor's default of failure to perform as required. The Contractor shall
also be responsible for the default or failure to perform as required under the Contract and
Contract Documents by all Its subcontractors, suppliers, agents, or employees furnishing
materials or providing labor in the performance of the Contract.
2, Payment: The Contractor and the Surety on this Bond hereby agreed to pay all Just claims
submitted by persons, firms, subcontractors, and corporations furnishing materials for or
performing labor In the performance of the Contract on account of which this Bond Is given,
including but not limited to claims for all amounts due for labor, materials, lubricants, oil,
gasoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor
or any subcontractor, wherein the same are not satisfied out of the portion of the contract
price the Jurisdiction is required to retain until completlon of the improvement, but the
Contractor and Surety shall not be liable to said persons, firms, or corporations unless the
- ------
Highway 6 East Water Main Replacement Project 0510 — Page 1 of 4
:,T dla—1 r s df` said"cialmants against said portion of the contract price shall have been
established as provided by law. The Contractor and Surety hereby bind themselves to the
' ' ` obligations ,and conditions set forth in Chapter 573 of the Iowa ode, which by this
tj geferefte' is made a part hereof as though fully set out herein.
Maintenance: The Contractor and the Surety on this Bond hereby agree, at their own
expense:
A. To remedy any and all defects that may develop in or result from work to be
performed under the Contract within the period of five year(s) (5) from the date of
acceptance of the work under the Contract, by reason of defects In workmanship
or materials used in construction of said work;
B. To keep all work In continuous good repair; and
C. To pay the Jurisdiction's reasonable costs of monitoring and inspection to assure
that any defects are remedied, and to repay the Jurisdiction all outlay and expense
incurred as a result of Contractor's and Surely's failure to remedy any defect as
required by this section.
4. General: Every Surety on this Bond shall be deemed and held bound, any contract to the
contrary notwithstanding, to the following provisions:
A. To consent without notice to any extension of time to the Contractor in which to
perform the Contract;
B. To consent without notice to any change in the Contract or Contract Documents,
which thereby increases the total contract price and the penal sum of this bond,
provided that all such changes do not, in the aggregate, involve an increase of
more than 20% of the total contract price, and that this bond shall then be released
as to such excess Increase; and
C. To consent without notice that this Bond shall remain in full force and effect until
the Contract is completed, whether completed within the specified contract period,
within an extension thereof, or within a period of time after the contract period has
elapsed and the liquidated damage penalty is being charged against the
Contractor.
D. That no provision of this Bond or of any other contract shall be valid that limits to
less than five year(s) (5) after the acceptance of the work under the Contract the
right to sue on this Bond.
E. That as used herein, the phrase "all outlay and expense" Is not to be limited In any
way, but shall include the actual and reasonable costs and expenses incurred by
the Jurisdiction including interest, benefits, and overhead where applicable.
Accordingly, "all outlay and expense"would include but not be limited to all contract
or employee expense, all equipment usage or rental, materials, testing, outside
experts, attorneys fees (including overhead expenses of the Jurisdiction's staff
attorneys), and all costs and expenses of litigation as they are incurred by the
Jurisdiction. It is Intended the Contractor and Surety will defend and indemnify the
Jurisdiction on all claims made against the Jurisdiction on account of Contractor's
failure to perform as required in the Contract and Contract Documents, that all
agreements and promises set forth In the Contract and Contract Documents, in
approved change orders, and in this Bond will be fulfilled, and that the Jurisdiction
will be fully Indemnified so that It will be put into the position It would have been In
had the Contract been performed in the first Instance as required.
Highway 6 East Water Main Replacement Project
0510 — Page 2 of 4
In the event the Jurisdiction in�8r; any'°ouJla)Oiihd expense" in defending Itself against
any claim as to which the Contractor or Surety should have provided the defense, or in the
enforcement of the promises given by the Contractor, in the Contract, Contract [Documents,
or approved change orders, or in the enforcement of the promises given by the Contractor
and Surety in this Bond, the Contractor and Surety agree that they will make the
Jurisdiction whole for all such outlay and expense, provided that the Surety's obligation
under this bond shall not exceed 125% of the penal sum of this bond.
In the event that any actions or proceedings are initialed regarding this Bond, the parties
agree that the venue thereof shall be Johnson County, State of Iowa. If legal action is
required by the Jurisdiction to enforce the provisions of this Bond or to collect the monetary
obligation incurring to the benefit of the Jurisdiction, the Contractor and the Surety agree,
jointly, and severally, to pay the Jurisdiction all outlay and expense incurred therefor by
the Jurisdiction. All rights, powers, and remedies of the Jurisdiction hereunder shall be
cumulative and not alternative and shall be in addition to all rights, powers, and remedies
given to the Jurisdiction, by law. The Jurisdiction may proceed against surety for any
amount guaranteed hereunder whether action is brought against the Contractor or whether
Contractor Is joined In any such action(s) or not.
Now therefore, the condition of this obligation Is such that If said Principal shall faithfully
perform all the promises of the Principal, as set forth and provided in the Contract and in
this Bond, then this obligation shall be null and void, otherwise it shall remain in full force
and effect.
When a work, term, or phrase is used In this Bond, It shall be interpreted or construed first
as defined in this Bond and the Contract; second, if not defined In the Bond or Contract, it
shall be interpreted or construed as defined in applicable provisions of the Iowa Code;
third, if not defined in the Iowa Code, it shall be interpreted or construed according to its
generally accepted meaning in the construction industry; and fourth. If it has no generally
accepted meaning in the construction industry, it shall be interpreted or construed
according to its common or customary usage.
Failure to specify or particularize shall not exclude terms or provisions not mentioned and
shall not limit liability hereunder. The Contract Is hereby made a part of this Bond.
Highway 6 East Water Main Replacement Project 0510 — Page 3 of 4
PRINCIPAL: B.G. Brecke, Inc.
Printed Name of Contractor Officer
1
By �
Signature ❑ ontractor Officer
Tille of Contractor Officer
SURETY:
United Fire SyCasualty Company
S ty Company Name
ature of Attorney -in -Fact Officer
Anne Crowner Aqt t -In-Fact ICORPOOTE
Printed Name of Attorney -in -Fact Officer
!!!l171R5L551111
_11olmes,Murp and Associates LLC
Company Name of Attomey-In--Fact -
2727 a' ' e Parkway
Company Address of Attorney -in -Fact
_Waukee IA 50263
City, State, Zip Code of Attorney -in -Fact
Telephone Number of Attorney -in -Fact
Highway 6 East Water Main Replacement Project 0510 — Page 4 of 4
>e UNITED FIRE & CASUALTY COMPANY, CEDAR RAPIDS, ]A Inquiries: Surety Department
UNITED FIRE & INDEMNITY COMPANY, WEBSTER, TX 118 Second Ave SE
FINANCIAL PACIFIC INSURANCE COMPANY, LOS A'NGELES, CA Cedar Rapids, IA 52401
CERTIFIED COPY OF POWER OF ATTORNEY
IN5.URANCL (original on file at Home Office of Company - See Certification)
KNOW ALI, PERSONS BY THESE PRESENTS, That United Fire & Casualty Company, a corporation duly organized and existing under die laws
of the State of Iowa; United Fire & Indemnity Company, a corporation duly organized and existing under the taws of die State of Texas; and
Financial Pacific Insuranee.Compaly, a corporation duiy organized and existing wider Ilia laws of the State of Califomiin (herein collectively called
the Companies), and having their corporate headquarters in Cedar Rapids, State of Iowa, does make, constitute and appoint
CRAIG E. HANSEN, JAY D. FREIERMUTH, BRIAN M. DEIMERLY, CINDY BENNETT, ANNE CROWNER, TIM MCCULLOH,
DIONE R. YOUNG, MICHELLE GRUIS, JOE TIERNAN, KATHLEEN BREWER, SETH D. ROOKER, SARA HUSTON, SHELBY
GREINER, GINGER HOKE, JOHN CORD, JENNIFER MARINO, BEN WILLIAMS, KATE ZANDERS, LUKAS SCHRODER, JAMIE
GIFFORD, EACH INDIVIDUALLY
Weir true and lavflst Attomey(sy-its-Pact with power and authority hereby conferred to sign, seal and execute in its behalf all lawful bonds,
undeitakirigs and other obligaloty instruments of similar nature provided that no single obligation shall exceed $100, 000, 000.00
and to bind the Cotsnp�nies thcttefiy as fully and to the same extent as if such instwnents were signed by tine duly authorized officers of die Companies
and all of die acts o#'said Attorney, pursuant to the authority hereby given and hereby ratified and confirmed.
The Authority heroy,gratted is -conlinuous and shall remain ur fiill force and effect until revoked by United Fire & Casualty Company, United Fire &
Indemnity Compmtl ,,"turd Financial Pacific Insurance Company.
This Power of Atlonney is rniade and executed pursues t to and by authority of the following bylaw duly adopted by the Boards of Directors of United
Fire & Casualty C"uy, United Fire & Indemnity Company, and Financial Pacific Insurance Company.
"Article VI — Sureh,Bondsnud tindertakinEs"
Section 2, Appointment of Anorueyin-Fact. "The Presidom or any Viet President, or my other officer of the Companies piny, from lima to tint, appoint by tvrilten
cell ifiicatas nttotngri-in-Cast to act in behair or the Companies in the execution of policies of insurance, bonds, undadakings yid oilier obligatory hislru+ntnts of like nature.
'Elie signature of any officer audimized hereby. mid the Coiporato seat, inay be uffixod by facsim ilt no any pornver orattorrsey or sPecial Power of nttamay Or cartifneatiou of
either atithorixed hereby; stich signmure and wal, whoa so used. being adopted by die Companies as the original signature of sucis officer asd the original seal of the
Companies, to be valid and binding Upon rite Companies with ilia sanity f=o and effect as dioupin manually affixed. Stich attorneys -in -fact, subject to the limitations set of
forth in their respeetive Ceti iReatas of authority shalt have hill power io bind the Companies by theirsignatirmwrd execttion of any such uismlmeats and to Am& the seal
tine Coritpsnies thereto. The President or airy Vice Presided, the Hoard of Directors or any ashen officer of she coin panio niay at any time invoke all potrer and authority
previously given to any attorney -in -fact.
IN WITNESS WHEREOF, the COMPANIES have each caused these presents to be signed by its
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r�'� ,.•s" vice president and its corporate seal to be hereto affixed this 1 St h day of March, 2022
raawure wxPaR+reuhrzz �'" UNITED FIRE & CASUALTY COMPANY
• `' —•— '- R:_ UNITED FIRE & INDEMNITY COMPANY
y sE"`_ Se''r FINANCIAL PACIFIC INSURANCE COMPANY
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By: �G
Stale of Iowa, County of Limr, ss: - Vice President
On 18th day of March, 2022, before me personally Caine Kyanna M. Saylor
to nic known, who being by one duly sworn, alid depose and say; that site resides in Cedar Rapids, State of Iowa; That site is a Vice President of United
Fire & Casualty Company, a Vice President of United Fire & Indemnity Comparty, said a Vice President of Financial Pacific Insurance Company the
cou7narations described in and which executed the above instrument; dial slue ktno►vs lie seal of said corporations; drat die seal affixed to the said
instrument is such corporate seal; dial it was so affixed pursuant to atnlltority given by the Boars! of Dueclots of said corpora lions and that site signed her
nanie thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations.
r Patti Waddell
Iowa Notarial Seal
Commission number 713274 Wahp-,Notaiy Public
o N My Commission Expires 10/2612026 My commission expires: 10/26/2025
I, Mary A. Betisclt, Assistarnt Secretary of United Fire & Casualty CDdtpalry mid Asslslatli Secretary of United Fire & lndemnity Conipmy, and Ass'istasit
Secretary of Financial Pacific Iusurance Company, do hereby certify that I have compared We foregoing copy of the Power of Attorney and affidavit, and
the copy of fhe Section of We bylaws aid resolutions of said Cor porntions as set forth ii1 said Power of Attorney, with the ORIGINALS ON FILE IN THE
HOME OFFICE OF SAID CORPORATIONS, and that the same are correct transcripts therxof, and of the whole of the said originals, mud that the said
Power of Attorney bas not been revoked and is now hn frill force and effect.
In testimony whereof I have hereunto subscribed my name and affixed the corporate seat of the said Corporations
this day of , 2024 .
WIN
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ry, sent: ' sent Assistant Secretary,
':f�4iRaarios F}i� ��;,�+,+i•,E+ a " `" OF&C & OF&] & FPIC
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