HomeMy WebLinkAboutFinal (Draft) Contract Documents
Specifications and Contract Documents
for
106th Street & Shelborne Road Intersection Improvement
(HCHD Project No. PR-08-0002)
Prepared for:
HAMILTON COUNTY
Board of Commissioners
____________________________
Jeffrey A. Hill, P.E. 9/15/10
Prepared By:
Corradino LLC
200 S. Meridian Street, Suite 330
Indianapolis, IN 46225
Ph: (317) 488-2363
Fx: (317) 488-2373
CONTRACT DOCUMENTS FOR
INTERSECTION IMPROVEMENT
106th Street & Shelborne Road
(HCHD Project No. PR-08-0002)
106th Street from 660 ft. West of Shelborne Road to 380 ft. East of Shelborne Road
Shelborne Road from 190 ft. South of 106th Street to 450 ft. North of 106th Street
HAMILTON COUNTY, INDIANA
HAMILTON COUNTY BOARD OF COMMISSIONERS
Steven C. Dillinger, President
Christine C. Altman, Member
Steven A. Holt, Member
James W. Neal, P.E.
Hamilton County Highway Engineer
TABLE OF CONTENTS
TITLE PAGE
BIDDING REQUIREMENTS
Notice to Bidders 1 - 2
Proposal 3 - 4
Itemized Bid Proposal 5 - 9
CONTRACT FORMS
Bid Bond 10 - 11
Payment Bond 12 - 13
Performance Bond 14 - 15
Non-Collusion Affidavit 16
Legal Status of Bidder 17
Change Order (HCHD Form 1063) 18
Contractor’s Application for Payment (HCHD Form 8049) 19
Affidavit and Waiver of Lien 20
Certification Letter 21
CONDITIONS OF THE CONTRACT
General Provisions 22 – 29
Wage Rate Determination 30 – 33
Special Provisions 34 – 52
APPENDIX
Signing and Lighting Standard Drawings 53 - 57
Permit Forms 58 - 71
ASSOCIATED DOCUMENTS
106TH Street/Shelborne Road Plans 1 - 63
INDEX TO THE GENERAL PROVISIONS
No. Page No. Description
GP-1 22 Contract Documents
GP-2 22 Owner
GP-3 22 County
GP-4 22 Engineer
GP-5 22 Contractor
GP-6 22 Prequalification
GP-7 22 Examination of Project Site
GP-8 22 Contract Questions
GP-9 23 Public Opening of Bids
GP-10 23 Award of Contract
GP-11 23 Notice to Proceed
GP-12 23 Pre-Bidding Conference
GP-13 23 Pre-Construction Conference
GP-14 23 Progress Schedule
GP-15 23 Supervision
GP-16 24 Resident Superintendent
GP-17 24 Project Staffing
GP-18 24 Notification of Work Schedule
GP-19 24 Project Responsibility
GP-20 24 Standards of Qualilty
GP-21 24 Warranty of Work
GP-22 24 Inspection of Work
GP-23 25 Changes in the Work
GP-24 25 Deletion of Work
GP-25 25 Delay and Extension of Time
GP-26 26 Holidays that Work is Not Permitted
GP-27 26 Permits
GP-28 26 Utilities
GP-29 26 Non-Discrimination
GP-30 26 Insurance
GP-31 28 Additional Insured
GP-32 28 Proof of Insurance
GP-33 28 Partial Payment
GP-34 28 Final Payment
GP-35 29 Wage Rates
INDEX TO THE SPECIAL PROVISIONS
No. Page No. Description
SP-1 34 Construction Scheduling
SP-2 34 Failure to Complete on Time for Road Closure
SP-3 35 Failure to Complete on Time for Calendar Completion Date
SP-4 35 2010 Standard Specifications
SP-5 35 Use of the Word “Bituminous”
SP-6 35 Coordination with Utilities
SP-7 37 Geotechnical Information
SP-8 37 Basis for Use of Approved or Prequalified Material
SP-9 37 Open Burning of Natural Growth
SP-10 37 Stable Construction Entrance
SP-11 37 Notification of Temporary Erosion Control
SP-12 38 Erosion Control Supervisor and Erosion Control Plan Submittal
SP-13 39 Maintenance of Erosion and Sediment Control Measures
SP-14 40 Disposal of Excess Material
SP-15 40 Clearing Right-of-Way
SP-16 40 Drainage Structures
SP-17 40 Structure Backfill
SP-18 41 Street Name Signs Specifications
SP-19 41 Driveway Excavation
SP-20 41 Pipe Material Selection
SP-21 41 Material Transfer Device
SP-22 41 Sod
SP-23 42 Drainage Structure Backfill Requirements
SP-24 42 Engineer Field Office, Type C
SP-25 42 Construction Requirements for HMA
SP-26 42 Maintenance of Traffic
SP-27 43 Concrete Jointing
SP-28 44 Three-Sided Culvert Construction
SP-29 44 Vectren Energy High Pressure Gas Line
SP-30 45 Existing Section Corners
SP-31 45 Material Testing
SP-32 45 Pre-Construction Photo Documentation
SP-33 45 Best Management Practice (BMP) Structure
SP-34 50 BMP Maintenance Driveway
SP-35 50 Access and Construction at Parcel 19 (Deanna Mann Ent.)
SP-36 51 Access and Construction at Parcel 10 (Ramon Stair)
SP-37 51 Earthwork Quantities
SP-38 51 Connection of Existing Drainage Structures
SP-39 51 Lighting Service Point
SP-40 51 Hand Rail
SP-41 52 Lighting Power Distribution Panel
1
NOTICE TO BIDDERS
Notice is hereby given that the Board of Commissioners of Hamilton County, Indiana, Hereinafter
referred to as the OWNER, will receive sealed bids for Road Construction of the following project:
Road reconstruction/intersection improvement at 106th Street and Shelborne Road; on and
along 106th Street from 660 feet West of Shelborne Road to 380 feet East of Shelborne
Road; on and along Shelborne Road from 190 feet South of 106th Street to 450 feet North
of 106th Street in Hamilton County, Indiana (HCHD Project No. PR-08-0002)
Proposals may be forwarded individually by registered mail or delivered in person, addressed to
the Hamilton County Auditor, 33 North 9th Street, Suite L21, Noblesville, Indiana 46060, prior to 12:30 pm
local time, on Monday, October 11, 2010. Bids received after the 12:30 pm deadline will not be
considered, but will be returned to the bidder unopened.
All proposals will be considered by the OWNER at a public meeting held in the Hamilton County
Government and Judicial Center, Noblesville, Indiana, Commissioner’s Courtroom, and opened and read
aloud at 1:00 pm local time, October 11, 2010.
The work to be performed and the proposals to be submitted shall include a bid for all general
construction, labor, materials, tools, equipment, taxes (both federal and state), permits, licenses,
insurance, service costs, etc. incidental to and required for this project. Bidders must be INDOT
approved for this type of work.
All materials furnished and labor performed incidental to and required by the proper and
satisfactory execution of the contract to be made, shall be furnished and performed in accordance with
requirements from the drawings and specifications included in these documents and will be on file at the
office of Corradino LLC, 200 S. Meridian Street, Suite 330, Indianapolis, Indiana beginning at 8:00 am on
Thursday, September 16, 2010, and may be obtained for the sum of $100.00 for the Proposal,
Specifications and Contract Documents, of which none is refundable. Payment shall be by money order
or check and shall be made payable to the Corradino LLC. Partial sets will not be sold.
Each individual proposal must be enclosed in a sealed envelope with the county supplied sealed
bid notice bearing the title of the project and the name and address of the bidder firmly affixed. All mailer
packets shall have a separately sealed envelope inside the mailer with the county supplied sealed bid
notice firmly affixed to the inside sealed bid. Each proposal must be submitted separately.
Each individual proposal shall be accompanied by a certified check or acceptable bidder’s bond,
made payable to the Hamilton County Auditor, in a sum of not less than ten percent (10%) of the total
amount of the proposal, which check or bond will be held by the said Hamilton County Auditor as
evidence that the bidder will, if awarded a contract, enter into the same with the OWNER upon notification
from him to do so within ten (10) days of said notification. Failure to execute the contract and to furnish
performance bond to Hamilton County, Indiana, will be cause for forfeiture of the amount of money
prescribed by the Indiana State Board of Accounts, shall be properly completed, and submitted with bid
proposals. The Commissioners at their discretion reserve the right to waive any and all informalities in
the bidding process. All bids submitted shall be good for 90 days from the opening of the bids.
Dawn M. Coverdale
Hamilton County Auditor
Dated: September 13, 2010
To Be Published: Noblesville Times: September 16, 2010 and September 30, 2010
Noblesville Ledger: September 16, 2010 and September 30, 2010
2
>NOTICE<
Sealed Bid Documents shall contain on the outside of the sealed
envelope the following completed self-sticking label:
>NOTICE<
All mailer packets will be opened upon receipt.
Make sure that the sealed envelope is contained within.
3
PROPOSAL
To the Board of County Commissioners of Hamilton County, of the State of Indiana, hereinafter referred
to as the OWNER:
----------------------------------------
106TH STREET & SHELBORNE ROAD INTERSECTION IMPROVEMENT
(HCHD Project No. PR-08-0002)
106TH Street: From 660 feet West of Shelborne Road to 380 feet East of Shelborne Road
Shelborne Road: From 190 feet South of 106TH Street to 450 North of 106TH Street
Hamilton County, Indiana
----------------------------------------
Pursuant to the legal notice that sealed proposals for the above project would be received by the Board of
County Commissioners of Hamilton County, Indiana;
The undersigned hereby tenders this bid to construct the work in accordance with the plans, profiles,
drawings, specifications, and all authorized revisions for this contract which are on file in the office of the
Hamilton County Highway Department and the office of Corradino LLC; and to furnish all necessary
machinery, equipment, tools, labor, and other means of construction and to furnish all material specified
in a manger and at the time prescribed and under the supervision and direction of the OWNER or his duly
authorize representative and pursuant to the terms of the Performance Bond and Payment Bond in the
amount not less than One Hundred Percent (100%) of the amount of the Proposal, for the unit prices
given on the attached Itemized Proposal dated September 15, 2010.
Together with this PROPOSAL, the undersigned has:
A. Filed an Acknowledgement of Receipt of Addendum herewith;
B. Filed an Itemized Proposal with a unit price for each item listed, together with a total amount
for all items, based upon the unique characteristics of this contract;
C. Executed the Form No. 96 filed herewith;
D. Filed a properly executed Bid Bond or certified check made payable to the Hamilton County
Treasurer herewith in an amount greater than or equal to ten percent (10%) of the total
amount of this proposal;
E. Executed the Non-Collusion affidavit filed herewith;
F. Executed the Legal Status Bidder From filed herewith;
G. Filed a current Financial Statement herewith;
4
If awarded the contract the undersigned promises to prosecute the work so as to complete the contract
within the time specified in the Special Provisions.
Witness our hands this _______________ day of ______________________, 2010.
Firm Name: ______________________________________________________
Address: ______________________________________________________
______________________________________________________
______________________________________________________
By: ______________________________________________________
(Signature)
Name: ______________________________________________________
(Printed)
Title: ______________________________________________________
(Printed)
9/15/2010
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8
BID BOND
KNOWN BY ALL PERSONS BY THESE PRESENTS THAT THE UNDERSIGNED:
BIDDER: _____________________________________________________
As principal, and
SURETY: [Name] _____________________________________________________
[Address] _____________________________________________________
_____________________________________________________
as Surety,
are firmly bound unto Hamilton County, Indiana in the full and just sum of an amount equal to TEN
PERCENT of the amount of the Principal’s bid, to the payment of which, well and truly to be made, we
bind ourselves jointly and severally, and our joint and several heirs, executors, administrators and
assigns, firmly by these presents.
THE CONDITIONS OF THE ABOVE OBLIGATIONS ARE SUCH THAT, whereas, the Principal is
herewith submitting a bid and proposal for construction and completion of this contract in accordance with
the plans and specifications, which are made part of this bond;
NOW, THEREFORE, if Hamilton County shall award the Principal shall promptly, enter into contract with
Hamilton County, then this obligations hall be void: otherwise to remain in full force, virtue, and effect.
IT IS AGREED that no modifications, omissions, or additions in or to the terms of such contract or in or to
the plans or specifications therefore shall affect the obligation of such sureties on this bond.
IN WITNESS WHEREOF, we hereto set our hands and seals:
<<BIDDER>>
___________________________________________________________________________________
(Bid Bond)
________________________________________________________
(Signature)
________________________________________________________
(Printed)
________________________________________________________
(Title)
State of Indiana, County of _________________________________________, SS:
10
Before me, the undersigned Notary Public, personally appeared;
________________________________________ as Principal and acknowledged the execution of the
above bond on this ____________________ day of _____________________________, 2010.
My Commission Expires: ______________________________
_________________________________ _____________________________________
(County of Residence) (Notary Signature and Seal)
<<SURETY>>
___________________________________________________________________________________
(Bid Bond)
________________________________________________________
(Signature)
________________________________________________________
(Printed)
________________________________________________________
(Title)
State of Indiana, County of _________________________________________, SS:
Before me, the undersigned Notary Public, personally appeared;
________________________________________ as Principal and acknowledged the execution of the
above bond on this ____________________ day of _____________________________, 2010.
My Commission Expires: ______________________________
_________________________________ _____________________________________
(County of Residence) (Notary Signature and Seal)
11
PAYMENT BOND
KNOWN BY ALL PERSONS BY THESE PRESENTS THAT THE UNDERSIGNED:
BIDDER: _____________________________________________________
As principal, and
SURETY: [Name] _____________________________________________________
[Address] _____________________________________________________
_____________________________________________________
as Surety,
are firmly bound unto Hamilton County, Indiana in the penal sum of an amount equal to ONE HUNDRED
PERCENT of the amount of the Principal’s bid, to the payment of which, well and truly made, we bind
ourselves jointly and severally, and our joint and several heirs, executors, administrators and assigns,
firmly by these presents.
THE CONDITIONS OF THE ABOVE OBLIGATIONS ARE SUCH THAT, whereas, the Principal is
herewith submitting a bid and proposal for construction and completion of this contract in accordance with
the plans and specifications, which are made part of this bond;
NOW, THEREFORE, if Hamilton County shall award the Principal the contract for work and the Principal
shall promptly enter into contract with Hamilton County, for the work and shall promptly make payments
of all amounts due to all Claimants, then this obligation shall be void, otherwise to remain in full force,
virtue, and effect. Claimant shall mean any subcontractor, material supplier or the person, firm or
corporation furnishing materials or equipment for or performing labor or services in the prosecution of the
work provided in such an agreement, including lubricants, oil, gasoline, coal, and coke, repairs on
machinery, and tools, whether consumed or used in connection with the construction of such work, and
all insurance premiums on said work, and for all labor, performed in such work.
IT IS AGREED that no modifications, omissions, or additions in or to the terms of such contract or in or to
the plans or specifications therefore shall affect the obligation of such sureties on this bond.
IN WITNESS WHEREOF, we hereto set our hands and seals:
12
<<BIDDER>>
___________________________________________________________________________________
(Payment Bond)
________________________________________________________
(Signature)
________________________________________________________
(Printed)
________________________________________________________
(Title)
State of Indiana, County of _________________________________________, SS:
Before me, the undersigned Notary Public, personally appeared;
________________________________________ as Principal and acknowledged the execution of the
above bond on this ____________________ day of _____________________________, 2010.
My Commission Expires: ______________________________
_________________________________ _____________________________________
(County of Residence) (Notary Signature and Seal)
<<SURETY>>
___________________________________________________________________________________
(Payment Bond)
________________________________________________________
(Signature)
________________________________________________________
(Printed)
________________________________________________________
(Title)
State of Indiana, County of _________________________________________, SS:
Before me, the undersigned Notary Public, personally appeared;
________________________________________ as Principal and acknowledged the execution of the
above bond on this ____________________ day of _____________________________, 2010.
My Commission Expires: ______________________________
_________________________________ _____________________________________
(County of Residence) (Notary Signature and Seal)
13
PERFORMANCE BOND
KNOWN BY ALL PERSONS BY THESE PRESENTS THAT THE UNDERSIGNED:
BIDDER: _____________________________________________________
As principal, and
SURETY: [Name] _____________________________________________________
[Address] _____________________________________________________
_____________________________________________________
as Surety,
are firmly bound unto Hamilton County, Indiana in the penal sum of an amount equal to ONE HUNDRED
PERCENT of the amount of the Principal’s bid, to the payment of which, well and truly made, we bind
ourselves jointly and severally, and our joint and several heirs, executors, administrators and assigns,
firmly by these presents.
THE CONDITIONS OF THE ABOVE OBLIGATIONS ARE SUCH THAT, whereas, the Principal is
herewith submitting a bid and proposal for construction and completion of this contract in accordance with
the plans and specifications, which are made part of this bond;
NOW, THEREFORE, if Hamilton County shall award the Principal the contract for work and the Principal
shall promptly enter into contract with Hamilton County, for the work and shall well and faithfully do and
perform the same in all respects according to the plans and specifications and according to the time,
terms and conditions specified in this contract to be entered into, and in accordance with all requirements
of law and shall promptly pay all debts incurred by the Principal or a subcontractor in the construction of
the work, including labor, service, and materials furnished, and shall remain in effect until one year after
the date when the final payment becomes due, then this obligations shall be void, otherwise to remain in
full force, virtue and effect.
IT IS AGREED that no modifications, omissions, or additions in or to the terms of such contract or in or to
the plans or specifications therefore shall affect the obligation of such sureties on this bond.
IN WITNESS WHEREOF, we hereto set our hands and seals:
14
<<BIDDER>>
___________________________________________________________________________________
(Payment Bond)
________________________________________________________
(Signature)
________________________________________________________
(Printed)
________________________________________________________
(Title)
State of Indiana, County of _________________________________________, SS:
Before me, the undersigned Notary Public, personally appeared;
________________________________________ as Principal and acknowledged the execution of the
above bond on this ____________________ day of _____________________________, 2010.
My Commission Expires: ______________________________
_________________________________ _____________________________________
(County of Residence) (Notary Signature and Seal)
<<SURETY>>
___________________________________________________________________________________
(Payment Bond)
________________________________________________________
(Signature)
________________________________________________________
(Printed)
________________________________________________________
(Title)
State of Indiana, County of _________________________________________, SS:
Before me, the undersigned Notary Public, personally appeared;
________________________________________ as Principal and acknowledged the execution of the
above bond on this ____________________ day of _____________________________, 2010.
My Commission Expires: ______________________________
_________________________________ _____________________________________
(County of Residence) (Notary Signature and Seal)
15
NON-COLLUSION AFFIDAVIT
STATE OF ___________________________ )
) SS:
COUNTY OF ________________________ )
The undersigned contractor, being duly sworn, on oath, says that he has not, nor has any other member,
representative, or agent of the firm, company, corporation or partnership represented by it, entered into
any combination, collusion or agreement with any person relative to the price to be bid by anyone, nor to
prevent any person from bidding not to induce anyone to refrain from bidding, and that this bid is made
without reference to any other bid and without any agreement, understanding or combination with any
other person in reference to such bidding in any way or manner whatever.
BY:
_______________________________________
(Signature)
_______________________________________
(Title)
For:
_______________________________________
(Firm or Corporation)
Before me, the undersigned Notary Public, personally appeared;
________________________________________ as Principal and acknowledged the execution of the
above bond on this ____________________ day of _____________________________, 2010.
My Commission Expires: ______________________________
_________________________________ _____________________________________
(County of Residence) (Notary Signature and Seal)
16
LEGAL STATUS OF BIDDER
This Proposal is submitted in the name of:
Firm Name: _______________________________________________
The undersigned hereby designates below his business address to which all notices, directions or other
communications may be served or mailed:
Street: _________________________________________________________
City: _________________________________________________________
State: _____________________________ Zip Code: ___________
The undersigned hereby declares that he has legal status checked below:
( ) INDIVIDUAL
( ) INDIVIDUAL DOING BUSINESS UNDER AN ASSUMED NAME
( ) CO-PARTNERSHIP (The assumed name of the partnership is registered in the County of
______________________, Indiana.
( ) CORPORATION INCORPORATED UNDER THE LAWS OF THE STATE OF _________
The Corporation is:
( ) LICENSED TO DO BUSINESS IN INDIANA
( ) NOT NOW LICENSED TO DO BUSINESS IN INDIANA
The names, titles, and home address of all persons who are officers or Partners in the organization area
as follows:
NAME & TITLE HOME ADDRESS
_____________________________ ___________________________________________
___________________________________________
_____________________________ ___________________________________________
___________________________________________
_____________________________ ___________________________________________
___________________________________________
Signed and Sealed this ____________________ day of ___________________________, 2010.
By: ________________________________________
(Signature)
________________________________________
(Printed)
________________________________________
(Title)
17
HCHD FORM 1063 REV 05-02-02
Page:
Project No. Contract No.
Project Description:
Whereas, the Standard Specifications for this contract provides for such work to be performed, the following
change is recommended. (Give location, description and reason)
QUANTITY AMOUNT QUANTITY AMOUNT
THIS
C.O. TO DATE
TOTALS
NET XXXXXXXX
XXXXXXXX ESTIMATED COST:
This contract has been extended / reduced (circle one) by ______ work / calendar (circle one) days or the completion dat has been moved to __________________ to accommodate the changes made in this change order. It is the intent of theparties that this change order is full and complete compensation for the work described above. Notification and consent to
this change in plans is hereby acknowledged.
Contractor: By: Date:
Title:
Change Order No.
UNIT UNIT PRICE
INCREASE DECREASE
HAMILTON COUNTY HIGHWAY DEPARTMENT
CHANGE ORDER
ITEM
No.DESCRIPTION
% CHANGE
$0.00
PLACE "EW" FOR EXTRA WORK ITEMS
PLACE "FA" FOR FORCE ACCOUNT ITEMS
County Highway Engineer
(Title) (Date)(Signature)
Approved for Hamilton County Highway Department
Submitted for Consideration
P.E.
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AFFIDAVIT AND WAIVER OF LIEN
[ ] Final [ ] Partial [ ] Payment to Follow
State of Indiana, County of ________________________ SS:
_______________________ being duly sworn states that he is the _____________________________
of
(Name of Officer) (Title)
_____________________ having contracted with _______________________________ to furnish
certain
(Subcontractor/Supplier) (CONTRACTOR)
materials and/or labor as follows _________________________________________________________
(Description)
for the project known as
located at ________________________ and owned by _______________________________________
(OWNER)
and does hereby further state on behalf of the aforementioned subcontractor/supplier:
(PARITAL WAIVER) that there is due from the CONTRACTOR the sum of
___________________________________________________ Dollars ($ )
( ) receipt of which is hereby acknowledged; or
( ) the payment of which has been promised as the sole consideration of this affidavit and
Partial Waiver of Lien which is given solely with respect to said amount and which
waiver shall be effective only upon receipt of payment thereof by the undersigned
(FINAL WAIVER) that the final balance due from the CONTRACTOR is the sum of
_______________________________________________ Dollars ($ )
( ) receipt of which is hereby acknowledged; or
( ) the payment of which has been promised as the sole consideration of this affidavit and
Partial Waiver of Lien which shall become effective upon receipt of payment thereof by
the undersigned
THEREFORE, the undersigned waives and releases unto the OWNER of said premises, any and all lien
or claim whatsoever on the above-described property and improvements thereon on account of LABOR
or material or both, furnished by the undersigned thereto, subject to limitations or conditions expresses
herein, if any; and further certifies that no other party has any claim or right to a lien on account of any
work performed or material furnished to the undersigned for said project, and within the scope of this
affidavit and waiver
________________________________ By _________________________________________ Title
(Firm) (Authorized Representative)
WITNESS MY HAND AND NOTARIAL SEAL this __________ day of ___________________, 2010.
My Commission Expires ____________________________ Printed
Residing in ______________________County
CERTIFICATION LETTER
TO BE COMPLETED BY ALL SUB-CONTRACTORS AND MATERIAL SUPPLIERS
Reference:
----------------------------------------
106TH STREET & SHELBORNE ROAD INTERSECTION IMPROVEMENT
(HCHD Project No. PR-08-0002)
106TH Street: From 660 feet West of Shelborne Road to 380 feet East of Shelborne Road
Shelborne Road: From 190 feet South of 106TH Street to 450 North of 106TH Street
Hamilton County, Indiana
----------------------------------------
We hereby certify that we have examined the Contract Plans and Specifications for this project and that
all materials and workmanship will be in strict compliance therewith.
Company Name: ___________________________________________
Address: ______________________________________
_____________________________________________
By: ________________________________________________
(Signature)
_______________________________________
(Printed)
_______________________________________
(Title)
Date: ________________________
Describe Item of Work or Material to Be Furnished:
__________________________________________________________________________________
__________________________________________________________________________________
__________________________________________________________________________________
__________________________________________________________________________________
22
GENERAL PROVISIONS
GP-1. CONTRACT DOCUMENTS
The Indiana Department of Transportation Standard Specifications dated 2010 together with the most
current set of Supplemental Specifications shall be used in conjunction with these Plans, Contract
Forms, General Provisions, Special Provisions, Modifications to the Specifications, Standard Sheets,
and any addenda which may be issued for this project. The Hamilton County Highway Department
Standards for Construction of Road Improvements dated July 4, 1998 and all revisions shall also be
used for this project.
GP-2. OWNER
The Board of County Commissioners of Hamilton County, Indiana.
GP-3. COUNTY
County of Hamilton, State of Indiana.
GP-4. ENGINEER
The Hamilton County Highway Engineer or its authorized representative.
GP-5. CONTRACTOR
The Firm or Corporation with whom the OWNER has entered into the Construction Contract.
GP-6. PREQUALIFICATION
The CONTRACTOR shall be INDOT-Prequalified to perform work in accordance with Section 102.01 of
the Standard Specifications.
GP-7. EXAMINATION OF THE PROJECT SITE
Before the bid date, all bidders shall carefully and thoroughly examine the entire site of the proposed
work and adjacent premises and the various means of approach and access thereto by means of a site
inspection visit, and make all necessary investigations to inform themselves thoroughly as to the
facilities necessary for delivering, placing, and operating the necessary construction equipment, and for
delivering and handling materials at the site, and shall inform themselves thoroughly as to any actual or
potential difficulties, hindrances, delays, and constraints involved in the commencement, prosecution,
and completion of the proposed work in accordance with the requirements of this contract. The
CONTRACTOR, by the execution of the Contract, shall in no way be relieved of any obligation under it,
due to his failure to receive or examine any form or legal instrument, or to visit the site and acquaint
himself with the conditions there existing. The OWNER will be justified in rejecting any claim based on
facts that he should have noticed as a result thereof.
GP-8. CONTRACT QUESTIONS
Submit all questions in writing to Jeff Hill at Corradino LLC, 200 S. Meridian St., Suite 330, Indianapolis,
Indiana, 46225 prior to 12:30 p.m. local time October 4, 2010 or via e-mail at jhill@corradino.com. A
written response will be faxed and mailed to the addresses on the “Record of Plans Purchased” that is
23
required to be filled out by anyone purchasing plans. No questions will be answered by telephone.
Questions received after the question deadline may not be answered.
GP-9. PUBLIC OPENING OF BIDS
Bid packages shall be forwarded to the Hamilton County Auditor, 33 North 9th Street, Suite L21,
Noblesville, Indiana 46060, prior to 12:30 p.m. local time, October 11, 2010. Any bids received after
12:30 p.m. local time, October 11, 2010, will be returned to the bidder unopened. Bids will be opened
publicly and read aloud at 1:00 p.m. local time, October 11, 2010 in the Hamilton County Government
and Judicial Center in Noblesville, Indiana, Commissioner’s Courtroom Bidder’s or their authorized
agents, are invited to be present.
GP-10. AWARD OF THE CONTRACT
The OWNER reserves the right to reject any or all bids or to waive any informalities and to accept the
bid which it deems favorable to the interest of the OWNER after all bids have been examined and
scrutinized.
GP-11. NOTICE TO PROCEED
The CONTRACTOR shall start to perform the work on the date designated in the written Notice to
Proceed, but no work shall be done at the site prior to the date of the Notice to Proceed.
GP-12. PRE-BIDDING CONFERENCE
A Pre-Bidding Conference will not be held for this project.
GP-13. PRE-CONSTRUCTION CONFERENCE
Before the CONTRACTOR is issued a Notice to Proceed, a conference attended by the OWNER,
ENGINEER, CONTRACTOR, and others as appropriate will be held. The purpose of this conference is
to discuss procedures for making submittals, processing applications for payment, and to establish
other procedures and understandings bearing upon coordination and performance of the work.
GP-14. PROGRESS SCHEDULE
Within ten (10) days after the Notice to Proceed, the CONTRACTOR shall submit to the ENGINEER for
review a proposed schedule indicating the starting and completion dates for the various stages of the
work to be performed under this contract. The ENGINEER shall review the purposed schedule to
determine conformity with the contract and will make recommendations to the OWNER concerning
approval thereof. The review, approval or other action taken by the ENGINEER or OWNER in respect
of such schedules shall not relieve the CONTRACTOR of its obligation to perform the work within the
contract schedule(s).
The CONTRACTOR shall provide an updated schedule to the ENGINEER and OWNER on a monthly
basis. The revised schedule shall show the progress made to date and any revisions. The schedule
revisions shall be annotated to describe the revision. The schedule shall be submitted in both hard
copy and electronic formats. The hard copy shall be formatted such that it is legible and easily read and
understood.
GP-15. SUPERVISION
24
The CONTRACTOR shall supervise and direct the work completely and efficiently devoting such
attention thereto and applying such skills and expertise as may be necessary to perform the work in
accordance with Contract Documents.
GP-16. RESIDENT SUPERINTENDENT
The CONTRACTOR shall keep on the work site at all times during the progress, a competent resident
superintendent, who shall not be replaced without written notice to the ENGINEER except under
extraordinary circumstances. The superintendent will be the CONTRACTOR’S representative at the
site and shall have authority to act on the behalf of the CONTRACTOR. All communications given to
the superintendent shall be as binding as if given to the CONTRACTOR.
GP-17. PROJECT STAFFING
The CONTRACTOR shall provide competent, suitably qualified personnel to survey and layout the work
and perform clearing as required by the Contract Documents. The CONTRACTOR shall at all times
maintain good discipline and order at the site.
GP-18. NOTIFICATION OF WORK SCHEDULE
The CONTRACTOR shall provide a listing of the next workday’s work activities by 12:00 p.m. of that
day’s work for the ENGINEER’s scheduling and inspection. All work scheduled for Monday shall be
provided on Friday of the preceding week. Failure to provide such notice within the specified time may
result in the failure of the ENGINEER to pay for any material placed that day.
GP-19. PROJECT RESONSIBILITY
Unless otherwise specified in the Contract Document, the CONTRACTOR shall furnish and assume full
responsibility for all materials, equipment, transportation, construction equipment, tools, appliances,
fuel, power, light, heat, telephone, water, and sanitary facilities and all other facilities and incidentals
necessary for the furnishing, performance, start-up, and completion of the work.
GP-20. STANDARDS OF QUALITY
All materials and equipment shall be of good quality and new, except as otherwise provided in the
Contract Documents. All warranties and guarantees specifically called for in the Contract Documents
shall expressly run for the benefit of the OWNER. If requested by the ENGINEER, the CONTRACTOR
shall furnish satisfactory evidence as to the kind and quality of materials and equipment.
GP-21. WARRANTY OF WORK
The CONTRACTOR warrants and guarantees to the OWNER that all work will be performed in strict
accordance with the Contract Documents and will not be defective. Notice of all work determined or
suspected to be defective or not in conformity with Contract Documents shall be given to the
CONTRACTOR within reasonable time after observance thereof.
GP-22. INSPECTION OF WORK
The ENGINEER and his representatives shall at all times have access to the work whenever it is in
preparation or progress and the CONTRACTOR shall provide proper facilities for such access and
inspection.
25
If the Specifications, the ENGINEER’s instructions, laws, ordinances, or any public authority requires
any work to be specially tested or approved, the CONTRACTOR shall give the ENGINEER timely notice
of its readiness for inspection and, if the inspection is by an authority other than the ENGINEER, the
date fixed for such inspection. If any work should be covered up without the approval or consent of the
ENGINEER, it must, if required by the ENGINEER, be uncovered for examination at the
CONTRACTOR’s expense.
Reexamination of questioned work may be ordered by the ENGINEER and if so ordered the work must
be uncovered by the CONTRACTOR. If such work is found to be in accordance with the Contract
Documents, the OWNER shall pay the cost of the reexamination and replacement. If such work is not
found to be in accordance with the Contract Documents, the CONTRACTOR shall pay the cost, unless
he shows that the defect in the work was caused by another CONTRACTOR, and in that event the
OWNER shall pay the cost of the reexamination and replacement.
GP-23. CHANGES IN THE WORK
The OWNER, without invalidating the Contract, may order extra work or make changes by altering,
adding to, or deducting from the work, the Contract Sum being adjusted accordingly. All such work
shall be executed under the conditions of the original contract except that any claim for extension of
time thereby shall be adjusted at the time of ordering such change.
In giving instructions, the ENGINEER shall have the authority to make minor changes in the work, not
involving extra cost, and not inconsistent with the purpose of the work, but otherwise, except in an
emergency endangering life or property, no extra work or changes shall be made unless in pursuance
of a written order from the ENGINEER, and no claim for an addition to the contract sum shall be valid
unless so ordered. The value of any such work or change shall be determined in one or more of the
following ways:
(A) By estimate and acceptance in a lump sum.
(B) By unit price named in the contract or subsequently agreed upon.
(C) By cost and percentage or by cost and a fixed fee.
If none of the above methods is agreed upon, the CONTRACTOR, provided he receives an order as
above, shall proceed with the work. In such case and also under case (C), he shall keep and present,
in such form as the ENGINEER may direct, a correct amount of the cost, together with vouchers. In any
case, the ENGINEER shall certify to the amount including reasonable allowances for overhead and
profit, due to the CONTRACTOR. Pending final determination of value, payments on account of
changes shall be made the ENGINEER’s certificate.
Should conditions encountered below the surface of the ground be at variance with conditions indicated
by the drawings and specifications, the contract sum shall be equitably adjusted upon claim by either
party made within a reasonable time after first observance of the condition.
GP-24. DELETION OF WORK
The OWNER has the right to delete any items that are a part of this contract. Deletion of items will not
be a cause for a claim of increased costs on other items. The contract may be canceled at any time
with the CONTRACTOR being paid for the work completed. No additional claim may be made for work,
which has not received a notice to proceed.
GP-25. DELAY AND EXTENSION OF TIME
26
If the CONTRACTOR should be delayed at any time in the progress of the work by any act or neglect of
the OWNER or the ENGINEER, or any employee of either, or by any separate CONTRACTOR
employed by the OWNER, or by any changes ordered in the work, or by strikes, lockouts, fire, unusual
delay in transportation, unavoidable casualties or any causes beyond the CONTRACTOR’s control, or
by any delay authorized by the ENGINEER’s pending arbitration, or by any cause which the ENGINEER
shall decide to justify the delay, then the time of completion shall be extended for such reasonable time
as the ENGINEER may decide.
No such extension shall be made for delay occurring more than seven (7) days before claim thereof is
made in writing to the ENGINEER. In the case of continuing cause of delay, only one claim is
necessary.
GP-26. HOLIDAYS THAT WORK IS NOT PERMITTED
The CONTRACTOR may not perform work on this project on the following days:
1. Sundays
2. New Year’s Day
3. Memorial Day
4. Independence Day
5. Labor Day
6. Thanksgiving Day and the day after Thanksgiving
7. Christmas Day
GP-27. PERMITS
All permits and licenses which may be required due to construction methods such as, but not limited to,
borrow or disposal pits, stream crossings, causeways, work bridges, cofferdams, etc., but which are not
part of the Contract Documents shall be procured by the CONTRACTOR prior to beginning the work
which requires the permit.
All charges, fees, and taxes shall be paid, and all notices necessary and incidental to the due and lawful
prosecution of the work shall be given.
GP-28. UTILITIES
The CONTRACTOR shall be responsible for contacting and coordinating with all utilities affected by this
project. Contract days will be charged unless the CONTRACTOR can show written evidence that he is
making every possible effort on his part to get the utility work completed.
GP-29. NON-DISCRIMMINATION
In compliance with the Acts of Indiana General Assembly, 1933, Chapter 270, the CONTRACTOR
hereby agrees:
That with respect to hire, terms, conditions, or privileges of employment of employees for the
performance of work under this Contract, or and Subcontract hereunder, no CONTRACTOR,
Subcontractor, nor any persons acting on behalf of such CONTRACTOR or subcontractor shall,
by any reason of race, color, religion, sex, national origin or ancestry discriminate against any
citizen qualified to do work to which the employment relates;
That no CONTRACTOR, Subcontractor, nor any person on his behalf shall, in any manner,
discriminate against or intimidate any employee hired for the performance or work under this
Contract on account of race, color, religion, sex, national origin, or ancestry;
27
That this Contract may be cancelled or terminated by the OWNER, and all money due or to
become due hereunder may be forfeited for a violation of the terms or conditions of this section
of the contract.
GP-30. INSURANCE
Contractor’s Liability Insurance
The CONTRACTOR shall maintain such insurance as well as protect himself from claims under
Workman’s Compensation Acts and other employee benefit acts, from claims for damages because of
bodily injury, including death, to his employees and all others; and from claims for damages to property,
any and all of which ay arise out of the result from the CONTRACTOR’s operation under the Contract,
whether such operations be by himself or by any subcontractor, or anyone directly or indirectly
employed by either of them. This insurance shall be written for not less than the limits of liability
specified herein.
Contractor’s Insurance
The types and minimum amounts of insurance to be provided for by the CONTRACTOR shall be as
follows:
(A) Workmen’s Compensation and Occupational Disease Insurance
The CONTRACTOR shall provide Workmen’s Compensation and Occupational Disease
Insurance as required by law. Such policy shall specifically include coverage for the State of
Indiana and such adjoining states as required by the CONTRACTOR’s operations.
(B) Employer’s Liability Insurance
The CONTRACTOR shall provide Employer’s Liability with minimum limits as follows:
$100,000 bodily injury by accident, each accident;
$100,000 bodily injury by disease, each employee;
$500,000 bodily injury by disease, policy limit.
(C) Comprehensive General Liability Insurance
The CONTRACTOR shall maintain a Comprehensive General Liability form of Insurance with a
combined single limit for bodily injury and property damage of not less than $1,000,000 each
occurrence, $2,000,000 annual aggregate. The insurance policy shall include the following:
1. Premise Operations: The policy shall include coverage for the following special hazards
when applicable to the project:
(a) Property damage arising out of blasting or explosion.
(b) Property damage arising out of collapse of or structural injury to any building
or structure due to grading of land, excavation, burrowing, filling, backfilling,
tunneling, pile driving, cofferdam work, or caisson work, or to moving,
shoring, under pinning, raising, or demolition of any building or structure or
rebuilding of any structural support thereof.
(c) Injury to or destruction of wires, conduits, pipes, mains, sewers, and other
similar property of any apparatus in connection therewith below the surface of
the ground, if caused by use of mechanical equipment.
(D) Automobile Liability Insurance
The CONTRACTOR shall maintain Comprehensive Liability Insurance policy with a combined
single limit of not less than $500,000. This coverage may be provided either as a separate
policy or as part of the comprehensive liability policy described above. The automobile
insurance must include coverage for all owned and hired vehicles.
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(E) Furnish Indiana State Forms No. 19 (Workmen’s Compensation) and No.15 (Occupational
Disease Act).
(F) Umbrella Insurance
The Contractor shall maintain an umbrella policy with limits of not less than $1,000,000 per
occurrence, $1,000,000 aggregate in addition to their primary insurance.
GP-31. ADDITIONAL INSURED
The CONTRACTOR shall submit a “Certificate of Insurance” indicating the above necessary coverage
as well as naming the OWNER, its employees and representatives and ENGINEER as “Additional
Insured” on all policies except Worker’s Compensation.
GP-32. PROOF OF INSURANCE
The CONTRACTOR shall not commence work until he has obtained all insurance specified herein, has
filed with the OWNER one (1) copy of Certificate of Insurance, and such insurance has been approved
by the OWNER.
Should any coverage approach expiration during the Contract period, it shall be renewed prior to its
expiration, and certificate filed again with the OWNER. If any such policies are cancelled or are
changed so as to reduce the coverage evidenced by the Certificate, at least ten (10) days prior written
notice by registered mail of such cancellation or change shall be sent to the OWNER.
All insurance provided for under this Section shall be written by insurance companies licensed to do
business in Indiana and countersigned by registered Indiana agent. The insurance company shall file
with the OWNER, one (1) copy of Affirmation of Authority, on the form furnished by the OWNER, as
verification of the resident agent.
All insurance shall be maintained in full force and effect until the Contract has been fully and completely
performed.
GP-33. PARTIAL PAYMENT
Partial payments will be made once each month as the work progresses. Said payments will be based
upon estimates prepared by the CONTRACTOR, using the provided HCHD FORM 8049 and a County
Claim Voucher and approved by the ENGINEER for the value of the work performed and materials
complete in place in accordance with the contract, plans, and specifications. No partial payment will be
made when the amount due the CONTRACTOR since the last estimate amounts to less than Five
Hundred Dollars ($500). From the total amount determined to be payable on a partial payment, five
percent (5%) of such total amount will be deducted and retained by the County until the final completion
and acceptance of the work.
GP-34. FINAL PAYMENT
When the contract work has been completed in an acceptable manner in accordance with the terms of
the Contract, the CONTRACTOR will prepare a final estimate for the work and will furnish the
ENGINEER with a copy thereof. Before final payment of the Contract, the CONTRACTOR shall furnish
the provided Affidavit and Waiver of Lien from all subcontractors, material suppliers, and equipment
suppliers used in the prosecution of the work. Final payment will not be made until a final inspection
has been made; and the work has been accepted by the County and has met the requirements of
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Section 109.08 of the Indiana Department of Transportation Standard Specifications. The ENGINEER,
acting for the Board of County Commissioners, will then certify to the County Auditor the balance due
the CONTRACTOR, and said certificate will be deemed an acceptance of the completed contract by the
OWNER.
GP-35. WAGE RATES
Wage rates for this work shall not be less than the prescribed scale of wages established for this
contract, which are attached hereto.
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SPECIAL PROVISIONS
SP-1. CONSTRUCTION SCHEDULING
The Notice to Proceed is not anticipated to be given with 60 days of bid opening.
The schedule for completion of the work included in this Contract, including incidentals and clean
up, shall be governed on a Calendar Date Basis.
Project plans include a closure at the intersection of 106th Street and Shelborne Road. However,
the CONTRACTOR shall maintain access to local traffic at all times and phase construction in
accordance with the following guidelines.
The CONTRACTOR shall coordinate road closures with local emergency officials, and notify
emergency officials a minimum of two (2) full weeks prior to any closures. If construction phasing
changes are made, the CONTRACTOR shall coordinate this work with local emergency officials,
and notify emergency officials a minimum of two (2) full business days prior to any phase
changes.
The CONTRACTOR shall notify all property owners and coordinate closure of any access for the
construction of driveways or roadways with all property owners affected by the closure.
A road closure is shown in the Plans for work to be completed for the roundabout at the
intersection of 106th Street and Shelborne Road. The maximum closure time for this work shall
be 45 calendar days.
The final project completion date including asphalt surface course, final pavement
markings, seeding/sodding and final clean-up by: June 30, 2011.
SP-2. FAILURE TO COMPLETE ON TIME FOR ROAD CLOSURE
The work specified shall be arranged and prosecuted such that 106th Street and Shelborne Road
are closed to traffic for not longer than the number of calendar days shown in the Construction
Scheduling Technical Specification. The roads shall not be closed prior to March 1, 2011.
If the necessary work for the closure on 106th Street and Shelborne Road are not reopened to
traffic within the number of calendar days for closure shown in the Construction Scheduling
Technical Specification, $2,000.00 will be assessed as liquidated damages, not as a penalty, but
as damages sustained for each calendar day for which either or both 106th Street and Shelborne
Road remain closed to traffic in excess of the number shown in the Construction Scheduling
Technical Specification.
Unless otherwise determined, an increase in quantities will increase the time allowed for the
performance of the contract by the ratio of the final contract price to the original contract price.
Only those pay items which must be constructed during the closure to traffic period will be
considered when computing a time extension for the closure to traffic period.
SP-3. FAILURE TO COMPLETE ON TIME FOR CALENDAR COMPLETION DATE
The Standard Specifications are revised as follows:
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SECTION 108, DELETE LINES 521 THROUGH 542.
SECTION 108, AFTER LINE 520, INSERT AS FOLLOWS:
If the contract is not completed on or before the contract completion date shown on the Proposal
sheet, $2,000.00 will be assessed as liquidated damages, not as a penalty, but as damages
sustained, for each calendar day that the contract is not complete.
Extension of contract time, if required, shall be in accordance with 108.08.
SP-4. 2010 STANDARD SPECIFICATIONS
Wherever in the contract documents reference is made to the Standard Specifications, it shall be
interpreted to mean the 2010 Indiana Department of Transportation Standard Specifications and
all Addenda.
SP-5. USE OF THE WORD “BITUMINOUS”
Wherever in these contract documents the word “bituminous” is used in reference to existing
pavement; it shall be interpreted to be asphalt.
Wherever in these contract documents the word “bituminous” is used in reference to new
pavement, it shall be interpreted to be HMA.
SP-6. COORDINATION WITH UTILITIES
(a) Utilities
The status of all utility companies and organizations potentially involved with the work to be
performed are described below as known at the time this contract was prepared.
The facilities of VEOLIA WATER INDIANAPOLIS exist within the limits of the project, but are not
expected to be in conflict with the proposed construction. If questions arise, Mr. Chris Brumfield
of the utility may be contacted at (317) 264-6446.
The facilities of CLAY TOWNSHIP REGIONAL WASTE DISTRICT exist within the limits of the
project, but are not expected to be in conflict with the proposed construction. If questions arise,
Mr. Ryan Hartman of the utility may be contacted at (317) 844-9200.
The facilities of PANHANDLE EASTERN PIPE LINE exist near or within the limits of the project,
but are not expected to be in conflict with the proposed construction. If questions arise, Mr. Troy
Yackle of the utility may be contacted at (317) 733-3213.
The facilities of FIBER TECH exist within the limits of the project, but are not expected to be in
conflict with the proposed construction. If questions arise, Mr. David MacDonald of the utility may
be contacted at (585) 208-8109.
The facilities of VECTREN ENERGY DELIVERY exist within the limits of the project. Vectren will
complete spot relocations of its 8” steel and 4” plastic mains running along 106th Street. A portion
of their 4” plastic main will be retired and relocated along Shelborne Road. It is anticipated that
they will adjust their facilities for construction on or before December 31, 2010. If questions
arise, Mr. Josh Loewen of the utility may be contacted at (317) 776-5574.
The facilities of CARMEL WATER UTILITIES exist within the limits of the project, but are not
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expected to be in conflict with the proposed construction. Recent water main installation along
the north side of 106th Street was coordinated with this project to avoid the need for relocation. If
questions arise, Mr. David Hammons of the utility may be contacted at (317) 502-5620.
The facilities of COMCAST may exist within the limits of the project, but are not expected to be in
conflict with the proposed construction. If questions arise, Mr. Jim Paton of the utility may be
contacted at (317) 841-3687.
The facilities of BRIGHT HOUSE NETWORKS may exist within the limits of the project, but are
not expected to be in conflict with the proposed construction. If questions arise, Mr. Jason
Kirkman of the utility may be contacted at (317) 632-9077.
The facilities of TIME WARNER TELECOM may exist within the limits of the project, but are not
expected to be in conflict with the proposed construction. If questions arise, Mr. Larry Benson of
the utility may be contacted at (317) 713-8900.
The facilities of AES/IPALCO exist within the limits of the project. There are approximately 16
poles to reset or relocate. It is anticipated that they will adjust their facilities for construction on or
before December 31, 2010. If questions arise, Mr. Bob Stephens of the utility may be contacted
at (317) 261-8085.
The facilities of AT & T INDIANA exist within the limits of the project. It is anticipated that they will
adjust their facilities for construction on or before December 31, 2010. Aerial and underground
telephone conduits will be relocated at the intersection. Some conduit work will be required. If
questions arise, Mr. Wayne Heisig of the utility may be contacted at (317) 252-5076.
(b) Right-of-Way
All additional right-of-way requirements have been secured for all parcels with the noted
exceptions below.
Parcel No. Owner Name Location Estimated Right-of-Entry Date
NO EXCEPTIONS, ALL RIGHT-OF-WAY HAS BEEN SECURED.
(c) Encroachments
There is no involvement of encroachments for this contract.
(d) Preconstruction Conference Notification
The Contractor shall provide notification during the preconstruction conference about
known corrections to or omissions of the information presented in (a) through (c) above.
Otherwise, notification shall be provided as required in 105.06. Notifications regarding
such corrections or omissions shall not alleviate the Contractor’s inquiry or interpretation
obligations as contained in 120 IAC 3-6-6.
Coordination with any applicable utility is the sole responsibility of the CONTRACTOR.
SP-7. TRAFFIC MAINTENANCE AND ACCESS TO CARMEL-CLAY FIRE STATION #42
Although the intersection construction will be completed under a road closure with detour, access
must be maintained at all times to the Carmel-Clay Fire Station #42. Access shall be coordinated
with the Fire Chief, or his authorized representative, and will be completed utilizing temporary
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aggregate access as necessary, and all available adjacent subdivision streets. The costs
associated with providing and maintaining this access shall be included in the cost of
Maintenance of Traffic.
SP-8. ITEMIZED PROPOSAL AND QUANTITIES
The CONTRACTOR shall furnish and install all materials described in the Plans, Specifications,
and other Contract Documents. The quantities shown in the Itemized Proposal are believed to
be sufficient to complete the specified work, however, they are approximate and are shown for
the purpose of preparing and comparing bids. Payment to the CONTRACTOR will be made only
for those quantities of work actually completed, except noted otherwise, and accepted in
accordance with the specifications.
SP-9. GEOTECHNICAL INFORMATION
No geotechnical investigation has been completed for this project
SP-10. BASIS FOR USE OF APPROVED OR PREQUALIFIED MATERIAL
The Standard Specifications are revised as follows:
Section 106, After Line 49, Insert as Follows:
The Basis for use of materials shown in the List of Approved or Prequalified Materials will be the
ENGINEER’s verification that the materials provided are included in the List of Approved or
Prequalified Materials.
SP-11. OPEN BURNING OF NATURAL GROWTH
Open burning of natural growth will not be permitted on this contract.
SP-12. STABLE CONSTRUCTION ENTRANCE
The CONTRACTOR shall provide a stable construction entrance at the points where construction
traffic will drive onto an existing road. This entrance will serve the purpose to prevent soil from
leaving the construction area and keep the existing roadway free of sediment. The entrance shall
be made of No. 2 stone, constructed 45 feet in length and a minimum width of 12 feet. The
radius shall be long enough to accommodate the construction vehicles’ turning radius.
The cost of constructing and maintaining this entrance shall not be measured for payment, but
shall be included in the cost of other temporary erosion and sediment control pay items.
SP-13. NOTIFICATION OF TEMPORARY EROSION CONTROL
If borrow and stockpile sites are used, the CONTRACTOR shall indicate the erosion and
sediment control measures to be implemented and the sequencing of the erosion and sediment
control measures to be used on these sites. The CONTRACTOR shall also state where the spoil
from the project will be placed, if needed. The CONTRACTOR shall provide this information
following the guidelines for Rule 5 (327 IAC 15-1).
The borrow, stockpile, and/or spoil sites shall be permitted by the Indiana Department of
Environmental Management (IDEM) via a Notice of Intent (NOI).
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All information must be submitted and approved prior to land disturbing activities.
SP-14. EROSION CONTROL SUPERVISOR AND EROSION CONTROL PLAN SUBMITTAL
The CONTRACTOR shall assign one of his personnel as an Erosion Control Supervisor for this
contract. The Erosion Control Supervisor shall assist in preparation of the Erosion Control Plan,
coordinate the installation and maintenance of erosion and sediment control measures, and
perform weekly and post-event inspections, and perform any other tasks related to the
installation, maintenance, and removal of erosion control measures. The Erosion Control
Supervisor shall accompany personnel from the Indiana Department of Natural Resources,
Indiana Department of Environmental Management (IDEM), Hamilton County Highway
Department, or other governmental agencies, as required, during site visits by those agencies.
The ENGINEER has prepared erosion control plans that are included in the Plans and Contract
Documents. The plans have been created to develop a possible erosion and sediement control
plan for the purposes of fulfilling the requirements of 327 IAC 5 (Rule 5). A Rule 5 permit has
been obtained and a Notice of Intent published and submitted to the IDEM. The CONTRACTOR
may utilize this plan, or prepare his own revised plan for this project.
A minimum of ten days prior to commencing work, the CONTRACTOR shall prepare and submit
to the ENGINEER for approval, an additional erosion control plan that includes, at a minimum,
the following items:
-- Locations of proposed soil stockpiles, borrow areas, or disposal areas.
-- Locations of all proposed vehicle and equipment parking areas, vehicle and equipment fueling
locations, placement of the site construction trailers, locations of all on-site batch plants and
designated concrete truck washout areas.
-- Proposed construction sequence and phasing of erosion control measures.
Construction must be sequenced in a manner to ensure positive drainage throughout the project
during construction. Wherever construction plans indicate the removal and replacement of an
existing structure, the replacement structure shall be installed so as not to cause adverse effects
to adjoining property owners.
The construction phasing should include the proper sequence and rapid stabilization of all the
proposed ditches.
Application of temporary seeding Type “T” to any disturbed area left exposed for a period of more
than seven (7) calendar days after the last earth disturbing activity. No direct payment will be
made for the cost of temporary seeding, but it shall be included in the cost of other erosion
control items.
All existing inlets and/or pipes shall be protected from sediment during construction, using INDOT
approved methods prior to capping, replacing, or removing.
The CONTRACTOR shall inform the ENGINEER of the proposed locations of all construction
entrances where vehicles and equipment will enter and exit the site.
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A material handling and spill prevention plan, which shall include a list of expected materials that
may be present on the site during construction operations, as well as a written descriptions of
how these materials will be handled to minimize the potential that the materials may enter the
storm water runoff from the site shall be provided to the ENGINEER by the CONTRACTOR.
The erosion control measures for the project shall, at a minimum, be inspected by the
CONTRACTOR on a weekly basis and after rain activities. Any deficiencies noted by the
ENGINEER or other regulatory agencies, shall be corrected as soon as practicable.
The CONTRACTOR shall identify a designated concrete washout location on site and a
corresponding maintenance plan, which shall include removal upon completion of the project.
The Erosion Control Plan shall be signed by the Erosion Control Supervisor.
The CONTRACTOR will submit the Erosion Control Plan for approval to:
Mr. John South
Hamilton County Soil & Water Conservation District
1717 E. Pleasant Street
Suite 100
Noblesville, IN 46060
Land disturbance cannot commence until this supplemental erosion control plan has been
approved by the Hamilton County Soil and Water Conservation District. Prior to construction
activities, the Erosion Control Supervisor shall coordinate the work effort with:
Mr. Rob Beck
Indiana Department of Environmental Management
100 N. Senate Avenue
Indianapolis, IN 46204
and
Mr. Jim Neal
Hamilton County Highway Department
1700 S. Tenth Street
Noblesville, IN 46060
These representatives shall be invited to any preconstruction meeting held for this project.
METHOD OF MEASUREMENT
This work will not be measured for direct payment, but shall be included in the cost of other
erosion control items.
BASIS OF PAYMENT
Preparation of the Erosion Control Plan, the costs of inspection of temporary erosion control and
sediment control measures, and of maintaining self-inspection records of each monitoring
operation will not be paid for directly, but all costs of material and labor shall be included in the
cost of the various erosion and sediment control measures in the contract. All applications of
temporary seeding, if necessary, will be included in the cost of other erosion control item in the
contract.
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SP-15. MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES
The Standard Specifications are revised as follows:
SECTION 205.04 BEGIN LINE 119, DELETE AND INSERT AS FOLLOWS:
Temporary erosion and sediment control measures shall be inspected after rain activities at least
weekly and again after each rain event that exceeds ½-inch, and as directed. The temporary
protection measures shall be repaired or replaced as directed to proper working condition, within
24 hours of discovery.
Written self-inspection records shall be kept for each monitoring operation, and shall include
notes regarding any corrective action taken. Such records shall be kept until the entire site is
completed and permanently stabilized. At that time, the CONTRACTOR shall submit these
records to the ENGINEER.
SECTION 205, AFTER LINE 200, INSERT AS FOLLOWS:
The costs of inspection of temporary erosion and sediment control measures and of maintaining
self-inspection records of each monitoring operation shall be included in the cost of the other
temporary erosion and sediment control pay items.
SP-16. DISPOSAL OF EXCESS MATERIAL
All excess material not to be salvaged (waste) shall be removed from the project site. Whether a
private or public waste site is utilized, such disposal shall comply with all Federal, State, and
Local ordinances and permit requirements. A copy of all permits obtained or applied for shall be
submitted to the ENGINEER prior to material leaving the site.
The CONTRACTOR shall submit, in writing, the location of the proposed dumpsite, for a review,
prior to the commencement of construction.
No direct payment will be made for this work but the cost thereof shall be included in the costs of
the other items in the contract.
SP-17. CLEARING RIGHT-OF-WAY
No direct payment will be made for the removal of any item other than those included in the
itemized bid. Cost of removing all existing trees, signs, fences, pipes, and other items within the
right-of-way not cleared by Hamilton County shall be included in the cost of clearing right-of-way.
SP-18. DRAINAGE STRUCTURES
Construction of all new inlets involving existing structures shall be accomplished such that the
existing pipe structures shall not be damaged.
All existing structures damaged during construction shall be replaced with no additional payment.
SP-19. STRUCTURE BACKFILL
The CONTRACTOR shall have the option of either providing this material from a CAPP source or
supplying the material from a pit meeting the requirements of 211 and with CONTRATOR
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gradation control. Thus, the CONTRATOR has three options for supplying Structure Backfill from
a pit:
1) Establish a CAPP producer yard at the pit site;
2) Contractor has gradations performed at a recognized testing laboratory; or
3) Contractor has gradations performed by a CAPP certified aggregate technician
The frequency of gradation control for the CONTRATOR shall be in accordance with the Indiana
Department of Transportation Manual for Frequency of Sampling and Testing. The sampling and
testing of the Structure Backfill material shall be in accordance with the applicable sections of 904
for fine and coarse materials. The costs of the contractor gradation control, including equipment,
sampling, testing, etc. shall be included in the costs of the Structure Backfill.
Further testing by the ENGINEER may consist of random verification samples taken at the
contract site.
SP-20. STREET NAME SIGNS SPECIFICATIONS
The street name signs shall be in accordance with the City of Carmel, Indiana Standard Drawings
numbers 10-8A and 10-8B. The cost of the signs shall include the Sign, Post, Concrete
Foundation and all Mounting Hardware per these details, and shall be included under the pay
item:
PAY ITEM UNIT
Street Name Identification Signs…………..………………………..………….Each
SP-21. DRIVEWAY EXCAVATION
Excavation and/or borrow required for driveway construction shall be included in the cost of other
items.
SP-22. PIPE MATERIAL SELECTION
For all storm sewer and culvert pipe, only reinforced Pipe, Type III, or better, as set out in Section
715 & 907.02 of INDOT Standard Specifications shall be used.
SP-23. MATERIAL TRANSFER DEVICE
A Material Transfer Device (MTD) shall be used to deliver all mainline asphalt pavement to the
paver during the installation of the top lift of the Base Course, all Intermediate lifts, and the
Surface course. The MTD system shall consist of the following four major sections:
1. Truck Unloading Hopper and Conveyor: This section shall receive the asphalt
mixture from the trucks and lift the asphalt mixture to the asphalt bin located in the
middle of the MTD.
2. Asphalt Bin: This section shall be located in the middle of the MTD and have the
capacity for storing a minimum of 25 tons of the asphalt mixture. The bin shall have
augers located on the bottom of the bin that continuously mix the asphalt mixture as
it discharges from the bin.
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3. Discharge Conveyor: This section shall deliver the asphalt mixture to the insert
paver hopper attached to the paver. This discharge conveyor shall have the capacity
to rotate in either direction to allow the MTD to operate on an adjacent lane to the
paving operation.
4. Insert Paver Hopper: This section is a separate hopper with a minimum capacity of
18 tons that shall be inserted into the regular paver hopper.
SP-24. SOD
Areas to be sodded shall be prepared as described in Section 621.08 of the 2010 INDOT
Standard Specifications. Also, sod shall be laid in accordance with Section 621.09 of the 2010
INDOT Standard Specifications.
Watering sod shall be completed as described in Section 621.10 of the 2010 INDOT Standard
Specifications.
Sodding will be paid for directly and is included in the Itemized Pay Item List. Watering shall be
included in the cost of the sod.
SP-25. DRAINAGE STRUCTURE BACKFILL REQUIREMENTS
All drainage structures shall be installed on a minimum 6-inch bedding layer, consisting of
Structure Backfill compacted to 95 percent of the maximum dry density.
Pipe trenches shall be backfilled to grade with Structure Backfill. Any portion of the trench that
will be covered with seeding or sodding shall be backfilled with Structure Backfill to within 6
inches of grade, with the final 6 inches being backfilled with topsoil.
All soft surface sediments encountered in the excavation for the drainage structure shall be
removed along the entire length of the proposed structure and replaced with Structure Backfill
compacted to 95 percent of the maximum dry density. The outer 10 feet of such Structure
Backfill under the ends of the structure shall be enveloped at the top, bottom, and outside ends
with a continuous length of permeable geotextile. The geotextile shall extend the entire width of
the excavation. As an alternate, the outer 10-foot portion under the structure ends may be
backfilled with No. 2 aggregate. All Structure Backfill shall be in accordance with 211.
SP-26. ENGINEER FIELD OFFICE, TYPE C
The Field Office shall conform to 628.02 and shall be equipped as specified. The
CONTRACTOR shall make available on the field office computer(s) a minimum of one (1) license
of Project Management software (Microsoft Project, Primavera, or other similar product) that is
compatible with the project schedule. This software shall be provided to the ENGINEER and
OWNER at no additional cost. This shall be included in the cost of the item Field Office, Type C.
SP-27. CONSTRUCTION REQUIREMENTS FOR HMA
HMA Mixtures shall be in accordance with 402 of the Indiana Department of Transportation
Standard Specifications, except as follows:
Temporary Concrete Barriers shall not be placed on the surface mixture.
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Traffic: The pavement shall be closed to traffic, including construction traffic, for 6 hours after
each mixture is placed or until the mixture has reached 120º F by existing weather conditions.
Longitudinal Joints: Tack coat shall be applied to the longitudinal joints of all asphalt mixtures as
directed by the ENGINEER.
SP-28. MAINTENANCE OF TRAFFIC
Unless otherwise directed or permitted, the work specified for this contract shall be arranged and
prosecuted in accordance with all applicable provisions of Sections 104.04, 107, and 801 of the
Indiana Department of Transportation Standard Specifications.
All necessary regulatory and directional signs and permanent markings shall be installed prior to
the final opening of traffic.
In the event the CONTRACTOR has an alternate plan for maintaining traffic, other than that set
out above, and/or as detailed in the plans, the alternate plan shall be submitted in writing to the
ENGINEER as soon as possible for consideration.
All traffic control devices that are specified as separate pay items and used for the maintenance
of traffic will be paid for in accordance with Section 801 unless otherwise specified.
All other costs for maintenance of traffic will be paid for at the contract lump sum price for
maintaining traffic. All costs incurred for maintenance of traffic in accordance with Section 108.03
shall be included in the cost of this work.
SP-29. CONCRETE JOINTING
DESCRIPTION
This work shall consist of the jointing of concrete for curb ramps, concrete medians, and
roundabout truck aprons.
MATERIALS
Concrete shall be in accordance with the plans and Section 500 of the INDOT Standard
Specifications.
Admixtures: Do not use calcium chloride admixtures.
CONSTRUCTION REQUIREMENTS
Prepare subgrade and install colored concrete in accordance with the plans and Section 500 of
the INDOT Standard Specifications, except as noted herein.
Joints shall be tooled in patterns indicated on plans, or as noted herein. Roundabout truck
aprons shall be scored radial to the center point of the roundabout in a 24-inch grid pattern.
Median pavements and curb ramps shall be scored in a 12-inch grid pattern perpendicular to the
roadway.
Tooled Joints: Form joints after initial floating by grooving and finishing each edge of joint with
44
grooving tool to a ¼-inch radius. Repeat grooving of contraction joints after applying surface
finishes. Eliminate tool marks on concrete surfaces. Edges of colored concrete not contained by
standard concrete shall be tooled in the same manner.
Finish: Concrete shall have a broomed finish. Pull broom across freshly floated concrete to
produce texture indicated in straight lines perpendicular to main line of traffic. Do not dampen
brooms. Roundabout truck aprons shall have a light broom finish. Medians and curb ramps shall
have a medium broom finish.
Curing: Apply curing compound for concrete in accordance with manufacturer’s instructions.
Apply the curing compound at a consistent time for each pour to maintain finish consistency.
Protect adjacent finished surfaces from splatters.
Do not add water to concrete at job site, fog or spray surface with water, or put into pumps or
onto tools or brooms.
METHOD OF MEASUREMENT
A. Concrete Pavement, Truck Apron will be measured by the square yard.
B. Concrete Curb Ramps will be measured by the square yard.
BASIS OF PAYMENT
A. The accepted quantities of Concrete will be paid for at the contract unit price per square
yard.
B. Payment will be made under:
PAY ITEM UNIT
Concrete Pavement, Truck Apron Square Yard
Curb Ramp Concrete, (Type) Square Yard
Compacted Aggregate, 53 Ton
The cost of all labor and materials required to prepare and install the concrete curb ramps,
including the finishing of the detectable warning surfaces shall be included in the cost of concrete
curb ramps.
SP-30. EXISTING SECTION CORNERS
The Hamilton County Surveyor’s Office (HCSO) will be responsible for referencing and
reestablishing all section corners within the project limits. The CONTRACTOR shall notify the
HCSO a minimum of one week prior to disturbing any existing section corner monument.
CONTRACTOR shall also notify the HCSO at the time the area around each section corner is
approximately at final grade.
Hamilton County Surveyor’s Office
One Hamilton County Square, Suite 188
Noblesville, IN 46060
(317) 776-8495
45
ATTN: Mr. Greg Hoyes
No direct payment will be made to coordinate the relocation of any section corners with the
HCSO, but shall be included in the cost of other items.
SP-31. MATERIAL TESTING
The CONTRACTOR shall be responsible for all testing and sampling of all materials and/or
provide certification of materials in accordance with the Indiana Department of Transportation
(INDOT) Standard Specifications and the most current edition of INDOT’s Manual for Frequency
of Sampling and Testing and Basis for Use of Materials. The CONTRACTOR shall select an
independent testing service, approved by the ENGINEER, to provide all laboratory test and field
test. The CONTRACTOR shall provide certified test results and material certifications to the
ENGINEER in a timely manner. Required sampling and testing under this special provision shall
include, but not be limited to: HMA material sampling and testing, proctor analysis and density
testing of embankments, subgrade, and pipe structure backfill. The cost of providing samples
and testing shall not be paid for directly, but shall be included in the cost of other items.
Exception: The ENGINEER will be responsible for conducting concrete sampling and testing for
compressive strength requirements, air content, relative yield, and slump.
SP-32. PRE-CONSTRUCTION PHOTO DOCUMENTATION
The CONTRACTOR shall photograph and/or videograph the adjoining properties along the
existing and proposed right-of-way prior to construction activities. The documentation will
commence after construction limit staking has occurred and shall be completed at and within the
construction limits for the length of the project. The photo record shall include a date stamp,
property address, and narrative of the conditions along the boundary at that location. The
documentation shall be delivered to the OWNER and ENGINEER on CD or DVD for their review
and records prior to the commencement of construction activities. This work will assist in
avoiding undue claims by adjoining property owners during and/or after the prosecution of the
construction.
This work shall be completed and delivered to the OWNER and the ENGINEER prior to
processing the first progress report and payment request by the CONTRACTOR.
The cost of all required labor, equipment and materials necessary to complete this work activity
shall not be paid for directly, but shall be included in the cost of other items.
SP-33. BEST MANAGEMENT PRACTICE (BMP) STRUCTURE
Best Management Practice (BMP) Structures shall be installed as directed in the plans. These
structures shall be a precast swirl-separator type structure Contech VortSentry VS-70, or
approved equal.
The BMP Structures shall meet the specifications noted below:
PART 1.00 GENERAL
1.1 DESCRIPTION
A. Work included:
The Contractor, and/or a manufacturer selected by the Contractor and approved
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by the Engineer, shall furnish all labor, materials, equipment and incidentals
required and install all precast concrete stormwater treatment systems and
appurtenances in accordance with the Drawings and these specifications. The
treatment system shall provide flow partitioned hydrodynamic treatment that
removes sediment, free-floating pollutants, and oil particles. The treatment
system must include the capability to partition flows, causing all runoff to be
diverted into the treatment chamber during low-flow conditions. Flows exceeding
the treatment capacity of the unit shall divert the excess flow around the
treatment chamber to prevent re-suspension and washout of previously trapped
pollutants.
1.2 QUALITY CONTROL INSPECTION
A. The quality of materials, the process of manufacture, and the finished sections
shall be subject to inspection by the Engineer. Such inspection may be made at
the place of manufacture, or on the work site after delivery, or at both places, and
the sections shall be subject to rejection at any time if material conditions fail to
meet any of the specification requirements, even though sample sections may
have been accepted as satisfactory at the place of manufacture. Sections
rejected after delivery to the site shall be marked for identification and shall be
removed from the site at once. All sections that have been damaged beyond
repair during delivery will be rejected and, if already installed, shall be repaired to
the Engineer’s acceptance level, if permitted, or removed and replaced, entirely
at the Contractor's expense.
B. All sections shall be inspected for general appearance, dimensions, soundness,
etc. The surface shall be dense, close textured and free of blisters, cracks,
roughness and exposure of reinforcement.
C. Imperfections may be repaired, subject to the acceptance of the Engineer, after
demonstration by the manufacturer that strong and permanent repairs result.
Repairs shall be carefully inspected before final acceptance. Cement mortar
used for repairs shall have a minimum compressive strength of 4,000 psi (28
MPa) at the end of seven days and 5,000 psi (34 MPa) at the end of 28 days
when tested in 3 inch (76 mm) diameter by 6 inch (152 mm) long cylinders stored
in the standard manner. Epoxy mortar may be utilized for repairs.
1.3 SUBMITTALS
Shop Drawings
The Contractor shall be provided with dimensional drawings and, when specified,
utilize these drawings as the basis for preparation of shop drawings showing
details for construction, reinforcing, joints and any cast-in-place appurtenances.
Shop drawings shall be annotated to indicate all materials to be used and all
applicable standards for materials, required tests of materials and design
assumptions for structural analysis. Shop drawings shall be prepared at a scale
of not less than 3/16-inches per foot (1:75). Six (6) hard copies of said shop
drawings shall be submitted to the Engineer for review and approval.
PART 2.00 PRODUCTS
2.1 MATERIALS AND DESIGN
A. Concrete for precast stormwater treatment systems shall conform to ASTM C857
and C858 and meet the following additional requirements:
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1. In all cases the wall thickness shall be no less than the minimum thickness
necessary to sustain HS20-44 (MS18) loading requirements as determined
by a Licensed Professional Engineer.
2. Sections shall have tongue and groove or ship-lap joints with a butyl mastic
sealant conforming to ASTM C 990.
3. Cement shall be Type I, II, or III Portland cement conforming to ASTM C 150.
4. All sections shall be cured by an approved method. Sections shall not be
shipped until the concrete has attained a compressive strength of 4,000 psi
(28 MPa) or other designate suitable handling strength.
5. Pipe openings shall be sized to accept pipes of the specified size(s) and
material(s), and shall be sealed by the Contractor with a hydraulic cement
conforming to ASTM C 595M
B. All internal components shall be aluminum alloy 5052-H32 plate in accordance
with ASTM B 209.
C. Brick or masonry used to build the manhole frame to grade shall conform to
ASTM C 32 or ASTM C 139 and shall be installed in conformance with all local
requirements.
D. Casting for manhole frames and covers shall be in accordance with ASTM A48,
CL.30B and AASHTO M105. The manhole frame and cover shall be equivalent
to Campbell Foundry Pattern #1009A.
E. A bitumen sealant in conformance with ASTM C 990 shall be utilized in affixing
the aluminum baffle wall and partitioning chamber to the concrete vault.
2.2 PERFORMANCE
Each stormwater treatment system shall adhere to the following performance
specifications at the design treatment capacities, as listed below:
Water Quality Flow Rate Sediment Storage VortSentry®
Model cfs l/s yd3 m3
VS30 0 - 0.3 0 – 7 0.8 0.6
VS40 0.3 – 0.6 7 - 15 1.4 1.1
VS50 0.6 – 1.1 15 - 30 2.2 1.7
VS60 1.1 – 1.8 30 - 50 3.1 2.4
VS70 1.8 – 2.7 50 - 75 4.3 3.3
VS80 2.7 – 3.9 75 - 110 5.6 4.3
Table 2.1
Notes:
• Water Quality Flow Rate is the maximum flow at which the
system will remove 80% of an unground silica sample having
an average particle size of 110 microns and containing a range
of particles from 53 to 212 microns based on full-scale
laboratory tests.
Typical hydraulic capacities for the systems will be four times
the Water Quality Flow Rate but can be adjusted to meet
specific site requirements.
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Sediment storage volumes are standard and can be adjusted to
meet specific site requirements.
Each stormwater treatment system shall include a circular chamber with a tangential inlet
to induce a swirling flow pattern that will accumulate and store settled solids in a manner
and a location that will prevent re-suspension of previously captured particulates.
Each stormwater treatment system shall be of a hydraulic design that includes flow controls
designed and certified by a professional engineer using accepted principles of fluid
mechanics that raise the water surface inside the tank to a pre-determined level in order to
prevent the re-entrainment of trapped floating contaminants.
Each stormwater treatment system shall be capable of removing 80% of the net annual
Total Suspended Solids (TSS) load based on a particle size gradation as defined in
Table 2.2.
Particle Size Gradation
Percent of
Sample
Particle Size
Range
1% > 150 micron
56% 100 – 150 micron
40% 75 – 100 micron
3% 50 - 75 micron
Table 2.2
Annual TSS removal efficiency models shall be based on laboratory performance data,
site-specific hydraulics and hydrology, and local rainfall intensity distributions. Individual
stormwater treatment systems shall have the Design Treatment Capacity listed in Table
2.1, and shall not re-suspend trapped sediments or re-entrain floating contaminants at
flow rates up to and including the specified Design Treatment Capacity.
Individual stormwater treatment systems shall have usable sediment storage capacity of
not less than the corresponding volume listed in Table 2.1. The systems shall be
designed to not allow surcharge of the upstream piping network during dry weather
conditions.
Direct access shall be provided to the sediment and floatable contaminant storage
chambers to facilitate maintenance. There shall be no appurtenances or restrictions
within these chambers.
Stormwater treatment systems shall be completely housed within one circular structure.
2.3 MANUFACTURER
The manufacturer of said system shall have been regularly engaged in the engineering
design and production of systems for the physical treatment of stormwater runoff for 15
years.
Each stormwater treatment system shall be a VortSentry® System as manufactured by
Stormwater360 (formerly Vortechnics, Inc.), 200 Enterprise Drive, Scarborough, Maine
04074, phone: 207-885-9830, fax: 207-885-9825.
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PART 3.00 EXECUTION
3.1 INSTALLATION
A. Each stormwater treatment system shall be constructed according to the sizes
shown on the Drawings and as specified herein. Install at elevations and
locations shown on the Drawings or as otherwise directed by the Engineer.
B. Place the precast base unit on a granular subbase of minimum thickness of six
inches (152 mm) after compaction or of greater thickness and compaction if
specified elsewhere. The granular subbase shall be checked for level prior to
setting and the precast base section of the trap shall be checked for level at all
four corners after it is set. If the slope from any corner to any other corner
exceeds 0.5% the base section shall be removed and the granular subbase
material re-leveled.
C. Prior to setting subsequent sections place bitumen sealant in conformance
with ASTM C 990-91 along the construction joint in the section that is
already in place.
D. After setting the precast roof section of the stormwater treatment system, set
precast concrete manhole riser sections, to the height required to bring the cast
iron manhole covers to grade, so that the sections are vertical and in true
alignment with a ¼-inch (6 mm) maximum tolerance allowed. Backfill in a careful
manner, bringing the fill up in 6-inch (152 mm) lifts on all sides and compacting
the granular bedding to 95% Standard Procter Density per ASTM D698. If leaks
appear, clean the inside joints and caulk with lead wool to the satisfaction of the
Engineer. Precast sections shall be set in a manner that will result in a watertight
joint. In all instances, installation of stormwater treatment systems shall conform
to ASTM specification C 891 “Standard Practice for Installation of Underground
Precast Utility Structures”.
E. Holes made in the concrete sections for handling or other purposes shall be
plugged with a nonshrink grout or by using grout in combination with concrete
plugs.
F. Where holes must be cut in the precast sections to accommodate pipes, do all
cutting before setting the sections in place to prevent any subsequent jarring
which may loosen the mortar joints. The Contractor shall make all pipe
connections.
The cost of all required labor, equipment and materials necessary to manufacture, furnish, and
install the BMP Structure shall be included in the pay item: BMP Structure, Furnish & Install.
SP-34. DO NOT DISTURB OAK TREE
The large diameter oak tree located in the southeast quadrant of the intersection of 106th Street
and Shelborne Road is not to be disturbed. The Hamilton County Highway Department has
committed to making all attempts possible to save this tree. The CONTRACTOR shall take
special care and consideration when prosecuting the work for this project to not harm the tree or
its root structure. Storm sewer was redesigned to avoid the possible root ball of the tree to avoid
damage. The tree is marked “Do Not Disturb” on the plans.
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SP-35. LIGHTING SERVICE POINT
The 120 volt – 240 volt lighting service shall be installed in a Type P cabinet on a Type P
foundation per the City of Carmel, Indiana Standard Drawings numbers 10-40 and 10-41.
The cost of the service point shall be paid as:
PAY ITEM UNIT
Service Point, II, Modified…………………..………………………..………….Each
Lighting Control Cabinet Foundation.……………………………...................Each
SP-36. LIGHTING POWER DISTRIBUTION PANEL
The CONTRACTOR shall provide a NEMA-4X, weather tight, aluminum or stainless steel P-1
cabinet or approved equal. This cabinet shall be furnished with a standard Corbin #2 Lock and
two keys or approved equal.
A service entrance rated panel board with a minimum of twelve circuit breakers shall be provided
with any unused circuits labeled spare. The photocell for lighting only shall be provided and
placed on top of the control cabinet and shall have an internal, manual-off-auto selector switch.
The distribution panel cabinet shall have a powder coated black finish that is to match the light
poles and mast arms. A Type P-1 foundation will be required and shall be installed such that the
exposed portion of the concrete foundation is within 6” of finished grade with foot pad flush to
finish grade unless directed otherwise by the OWNER or the ENGINEER.
The cost of the P-1 Controller Cabinet shall be paid for as “Controller Cabinet, P1, Modified” per
each unit installed and shall include all labor and equipment required for installation, including,
but not limited to, the modified cabinet, service panel board, photo cell, internal wiring and
accessories, and all other related items. The cost of this item small also include all labor and
equipment required for installation, including any excavation, grading, and all necessary conduits
within the foundation.
The service point shall be provided per the details provided in the contract documents. If a
separate pay item is not provided in the proposal, the cost of the service point and all associated
incidental items will not be paid separately, but shall be included in the cost of the other electrical
pay items provided.
The CONTRACTOR shall be responsible for coordinating with the power company to determine
the nearest power pedestal. The cost of such coordination will not be paid for directly, but will be
included in the cost of other items.