ADDENDUM NO. 1 SWAN LAKE_COMPLETE.pdf

mgates Emoody Signature

Swan Lake Bridge Replacement Addendum No. 1

City of Jackson ADD-1

ADDENDUM NO. 1

SWAN LAKE BRIDGE REPLACEMENT PROJECT

SEPTEMBER 2024

Addendum Date: September 18, 2024

The following changes and/or clarifications have been made to the above referenced project.

Whenever the plans and/or specifications are inconsistent, this addendum shall govern:

SPECIFICATIONS:

Item No.1 SECTION 4 PROPOSAL, Pages PF-1 thru PF-8; Delete current Proposal Forms Pages PF-1 to PF-8 in its entirety and replace with attached Pages PF-1 ADD thru PF- 8 ADD See attached.

PLANS:

Delete Sheet C2.0 and replace with attached Sheet C2.0-ADD.

Any questions or clarifications regarding Addendum No. 1 should be directed to the Project Engineer.

END OF ADDENDUM

ACKNOWLEDGMENT OF RECEIPT

I, _______________________________________, do hereby acknowledge receipt of Addendum No. 1, for SWAN LAKE BRIDGE REPLACEMENT PROJECT.

Name

Company

Date

Time

Please Acknowledge Addendum and email or fax to:

CiViLTech, Inc. - Engineers & Project Managers Email (emoody@civiltechinc.net) FAX Number: (601) 713-1703

PHONE NUMBER: (601) 713-1713

Elmore Moody, P.E.

CiViLTech, Inc.

Swan Lake Bridge Replacement PF - 1 ADD CiViLTech, Inc.

City of Jackson

SECTION 4

BIDDERS PROPOSAL

SWAN LAKE

BRIDGE REPLACEMENT

Date: ________________, 2024

Proposal of

(Name and address) for all labor and materials for construction of SWAN LAKE BRIDGE REPLACEMENT, for the City of Jackson, Mississippi.

The Contract Drawings for said project are on file in the office of the Streets Bridges & Drainage Division, Department of Public Works, Suite 405, 200 South President, Warren A. Hood Building, Jackson, Mississippi, 39201.

The Specifications on which this proposal is based are the Standard Specifications approved and adopted by the City Council of Jackson, Mississippi, and the Contract Documents and Special Provisions for this project, bound herein and made a part hereof by reference.

To: The City Council City of Jackson Jackson, Mississippi

Gentlepersons:

The following Proposal is made on behalf of the undersigned Bidder(s) and no others. Evidence of my (our) authority to submit the proposal is hereby furnished. The proposal is made without collusion on the part of any person, firm, or corporation.

Swan Lake Bridge Replacement PF - 2 ADD CiViLTech, Inc.

I (We), the undersigned Bidder(s), certify that I (We) have carefully examined the Contract Documents and Contract Drawings, including the Special Provisions, Detailed Specifications, and any and all Addenda thereto.

I (We) further certify that I (we) have visited and carefully examined the site of the proposed work and have inspected the location and condition of all public utilities and existing structures or other facilities on the site or adjacent thereto which may be affected by the proposed construction, and fully understand all conditions relative to construction difficulties, hazards, labor, transportation, and all other factors affecting the prosecution of the work covered by this Proposal.

I (We) understand that the quantities mentioned below are approximate only and are subject to either increase or decrease, and hereby propose to perform any increased or decreased quantities of work at the unit prices bid.

In accordance with the requirements of the Contract Documents and Contract Drawings, I (We) propose to furnish all necessary materials, equipment, labor, supervision, tools, and other means of construction, and will do all work called for by the Contract Documents within the specified contract time for the following unit prices stated in this proposal.

Unit Prices are to be provided in both words and figures. In case of discrepancy, the amount shown in words shall govern. All erasures, changes, or alterations of any kind must be initialed by the Bidder.

Unit Prices shall include all labor, materials, equipment, supervision, bailing, shoring, removal, overhead, profit, insurance, and all other expenses necessary to perform the finished work of the several kinds called for.

The following is my (our) itemized proposal for construction of City Project Swan Lake Bridge Replacement:

Swan Lake Bridge Replacement PF - 3 ADD CiViLTech, Inc.

BID SCHEDULE - SWAN LAKE :

Pay Item No. Description Quantity Units Unit Price Total

1 Mobilization 1 LS

2 Clearing & Grubbing 1 LS

3 Removal of Timber Bridge 1 UNIT

4 Borrow Excavation 120 CY

5 Unclassified Excavation (LVM) 110 CY

6 Seeding 0.5 ACRE

7 Temporary Silt Fence (Type 1) 80 LF

8 Granular Material (LVM) (Class 5, Group B) 62 TONS

9 Hot Mix Asphalt, Surface (SC-1) 25 TONS

10 Hot Mix Asphalt, Base (BB-1) 20 TONS

11 Cold Milling Bituminous Asphalt Pavement 255 SY

12 Utility Allowance 1 LS

13 Maintenance of Traffic 1 LS

14 Grouted Rip-Rap (200 LB) 200 TONS

15 Geotextile Under Rip-Rap (Type V)(AOS 0.21-0.03) 120 SY

16 Ornamental Iron Fencing (complete) 16 LF

17 4� Thermoplastic Edge Stripe (Continuous White) 200 LF

18 4� Thermoplastic Traffic Stripe (Continuous Yellow) 200 LF

19 Removal of Asphalt Pavement, All Depth 55 SY

Bridge Items

23'-0' CLEAR ROADWAY WIDTH

1 @19�, Precast Concrete Spans

20 Test Pile 1 EACH

21 14� Prestressed Concrete Piling 300 FT

Single Span

22 19' Precast Concrete Slab Unit, 3.5' Interior, 30° skew 2 EACH

23 19� Precast Concrete Slab Unit, 4.5� Interior, 30° skew 2 EACH

24 19� Precast Concrete Slab Unit, 3.5� Exterior, 30° skew 2 EACH

25 19' Precast Concrete Barrier Rail 38 LF

26 26' Precast Concrete Cap, End Unit, Concrete Pile 2 EACH

27 10� Precast Concrete Wing 4 EACH

Total Bid

Swan Lake Bridge Replacement PF - 4 ADD CiViLTech, Inc.

I (We) further propose to execute the contract agreement as bound herein within ten (10) working days after receipt of Contract Forms from the City and to complete the work within ninety (90) calendar days with the work schedule being as specified in the Contract Documents.

I (We) agree to pay as liquidated damages the sum of $500.00 dollars for each consecutive calendar day thereafter for failure to complete all work as provided in the Contract Documents.

I (We) also propose to execute Performance Bond and Payment Bond as shown in the Contract Documents, each in an amount of not less than one hundred percent (100%) of the total of my (our) bid. These bonds shall not only serve to guarantee completion of the work on my (our) part, but also to guarantee the excellence of both workmanship and materials until the work is finally accepted.

I (We) enclose a bid bond or certified check for

Dollars ($ ) and hereby agree that in case of my (our) failure to execute the contract and furnish bonds within ten (10) working days after notice of award, the amount of this check (bid bond) will be forfeited to the City of Jackson as liquidated damages arising out of my (our) failure to execute the contract as proposed.

It is understood that in case I (we) are not awarded the work, the certified check or bid bond submitted as bid security will be returned as stipulated in the specifications.

Bidder acknowledges receipt of the following addendum:

Respectfully submitted

Contractor(s)

By:

(Signature)

Title

Address:

Swan Lake Bridge Replacement PF - 5 ADD CiViLTech, Inc.

BIDDER�S CORPORATE DECLARATION

(To Be Filled In If Bidder Is A Corporation)

Date: _______________________, 2024

Our corporation is chartered under the Laws of the State of , and the names, titles and business addresses of the executives are as follows:

President Secretary

Treasurer

CORPORATE SEAL

BIDDER�S PARTNERSHIP DECLARATION

Our Partnership is composed of the following individuals:

(Name) (Name)

Address Address

(Name) (Name)

Address Address

Date: _____________________

Swan Lake Bridge Replacement PF - 6 ADD CiViLTech, Inc.

BID BOND

KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned as Principal, and as Surety, are hereby held and firmly bound unto the CITY OF JACKSON, MISSISSIPPI as Owner, in the penal sum of for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. Signed this day of , 2024.

The condition of the above obligation is such that whereas the Principal has submitted to the CITY OF JACKSON, MISSISSIPPI certain bid, attached hereto and hereby made a part hereof to enter into a contract in writing for the construction of SWAN LAKE BRIDGE

REPLACEMENT.

NOW THEREFOR,

(a) If said Bid shall be rejected, or in the alternate,

(b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated.

The surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid; and said Surety does hereby waive notice of any such extension.

Swan Lake Bridge Replacement PF - 7 ADD CiViLTech, Inc.

IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above.

Contractor(s)

SEAL By: ________________________________

Surety

SEAL By: ________________________________

Important - Surety companies executing bonds must appear on the Treasury Department�s most current list (Circular 570 as amended) and be authorized to transact business in the state where the project is located.

Swan Lake Bridge Replacement PF - 8 ADD CiViLTech, Inc.

NON_COLLUSION AFFIDAVIT OF PRIME BIDDER

SWAN LAKE

(This affidavit must be executed by the Bidder for the Bid to be considered.)

STATE OF ______________________

ss.

COUNTY OF ____________________

, being first duly sworn, deposes and (Person) says that he is (Sole owner, a partner, president, secretary, etc.)

of the party (Name of Firm) making the foregoing Proposal or Bid; that such Bid is genuine and not collusive; that said Bidder is not financially interested in, or otherwise affiliated in a business way with any other bidder on the same contract; that said Bidder has not colluded, conspired, connived, or agreed, directly or indirectly, with any bidder or person, to put in a sham bid, or that such other person shall refrain from bidding, and has not in any manner, directly or indirectly sought by agreement or collusion, or communication or conference, with any person, to fix the bid price of affiant or any other bidder, or to fix any overhead, profit or cost element of said bid price, or of that of any other bidder, or to secure any advantage against the City of Jackson, Mississippi, or any person or persons interested in the proposed contract; and that all statements contained in said Proposal or Bid are true; and further, that such Bidder has not, directly or indirectly submitted this Bid, or the contents thereof, or divulged information or data relative thereto to any association or to any member or agent thereof.

Affiant

Sworn to and subscribed before me this _____ day of _________________, 2024.

Notary Public in and for

County, Mississippi

My Commission Expires

(SEAL)

, 20___

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QUANTITY

& GENERAL

NOTES

GENERAL NOTES

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%%USUMMARY OF QUANTITIES*

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PAY ITEM NO.

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DESCRIPTION

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QUANTITY

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UNITS

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MOBILIZATION

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LS

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CLEARING AND GRUBBING

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LS

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REMOVAL OF TIMBER BRIDGE

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UNIT

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BORROW EXCAVATION

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CU. YD.

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UNCLASSIFIED EXCAVATION (LVM)

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CU. YD.

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SEEDING

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ACRE

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TEMPORARY SILT FENCE (TYPE 1)

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GRANULAR MATERIAL (LVM) (CLASS 5, GROUP B)

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CU. YD

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HOT MIX ASPHALT, SURFACE (SC-1)

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TON

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HOT MIX ASPHALT, BASE (BB-1)

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TON

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COLD MILLING

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SQ. YD.

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UTILITY ALLOWANCE

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LS

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MAINTENANCE OF TRAFFIC

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LS

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GROUTED RIP-RAP (200 LB)

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TON

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GEOTEXTILE UNDER RIP-RAP (TYPE V) (AOS 0.21-0.03)

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SQ. YD.

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%%UBRIDGE ITEMS

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23'-0" CLEAR ROADWAY WIDTH

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* ALL QUANTITIES TO BE VERIFIED BY CONTRACTOR

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1@ 19'-0" PRECAST CONCRETE SPAN

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19' PRECAST CONCRETE SLAB UNIT, 3.5 EXTERIOR, 30%%D SKEW

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EACH

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TEST PILE

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EACH

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14" PRESTRESSED CONCRETE PILING

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FT

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19' PRECAST CONCRETE BARRIER RAIL

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26' PRECAST CONCRETE CAP, END UNIT, CONCRETE PILE

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EACH

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19' PRECAST CONCRETE SLAB UNIT, 3.5' INTERIOR, 30%%D SKEW

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EACH

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10' PRECAST CONCRETE WING

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EACH

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ORNAMENTAL IRON FENCING (COMPLETE)

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6" THERMOPLASTIC EDGE STRIPE, CONTINUOUS WHITE

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6" THERMOPLASTIC TRAFFIC STRIPE, CONTINUOUS YELLOW

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19' PRECAST CONCRETE SLAB UNIT, 4.5' INTERIOR, 30%%D SKEW

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EACH

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%%USINGLE SPAN

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REMOVAL OF ASPHALT PAVEMENT, ALL DEPTHS

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SQ. YD.

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SEAL

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SHEET NO.

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CROSS CHKD:

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APP'D:

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DATE:

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SCALE:

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JULY 2024

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NO SCALE

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EM

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DRAWN:

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DJ

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CHECKED:

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EM

AutoCAD SHX Text THE INFORMATION SHOWN ON THIS DRAWING IS THE PROPERTY OF CIVILTECH, INC. (THE ENGINEER) AND WAS CREATED SOLELY FOR THE DEVELOPMENT OF THIS PROJECT. THIS DRAWING SHALL NOT BE RE-USED (IN WHOLE OR IN PART) ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT WITHOUT ENGINEER'S KNOWLEDGE AND CONSENT. RE-USE OF THIS DRAWING WITHOUT WRITTEN CONSENT FROM THE ENGINEER IS PROHIBITED. THE ENGINEER SHALL BE HELD HARMLESS FROM ALL INJURIES, CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING FROM UNAUTHORIZED RE-USE OF THIS DRAWING. UNAUTHORIZED USE OF THE ENGINEER'S SEAL IS A VIOLATION OF LAW AND IS STRICTLY PROHIBITED.

AutoCAD SHX Text (ALSO APPLICABLE TO OTHER SECTIONS OF PROJECT) (ALSO APPLICABLE TO OTHER SECTIONS OF PROJECT) 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A SHOWN ON THESE PLANS WERE OBTAINED FROM A SHOWN ON THESE PLANS WERE OBTAINED FROM A ON THESE PLANS WERE OBTAINED FROM A ON THESE PLANS WERE OBTAINED FROM A THESE PLANS WERE OBTAINED FROM A THESE PLANS WERE OBTAINED FROM A PLANS WERE OBTAINED FROM A PLANS WERE OBTAINED FROM A WERE OBTAINED FROM A WERE OBTAINED FROM A OBTAINED FROM A OBTAINED FROM A FROM A FROM A A A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING MEASURES TO PROTECT ANY EXISTING MEASURES TO PROTECT ANY EXISTING TO PROTECT ANY EXISTING TO PROTECT ANY EXISTING PROTECT ANY EXISTING PROTECT ANY EXISTING ANY EXISTING ANY EXISTING EXISTING EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT MS 811 FORTY-EIGHT (48) OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT MS 811 FORTY-EIGHT (48) OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT MS 811 FORTY-EIGHT (48) STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT MS 811 FORTY-EIGHT (48) STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT MS 811 FORTY-EIGHT (48) LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT MS 811 FORTY-EIGHT (48) LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT MS 811 FORTY-EIGHT (48) AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT MS 811 FORTY-EIGHT (48) AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT MS 811 FORTY-EIGHT (48) THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT MS 811 FORTY-EIGHT (48) THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT MS 811 FORTY-EIGHT (48) WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT MS 811 FORTY-EIGHT (48) WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT MS 811 FORTY-EIGHT (48) SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT MS 811 FORTY-EIGHT (48) SITE. 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FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF IN ADVANCE OF ANY EXCAVATION FOR MARKING THE UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF IN ADVANCE OF ANY EXCAVATION FOR MARKING THE UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF ADVANCE OF ANY EXCAVATION FOR MARKING THE UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF ADVANCE OF ANY EXCAVATION FOR MARKING THE UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF OF ANY EXCAVATION FOR MARKING THE UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF OF ANY EXCAVATION FOR MARKING THE UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF ANY EXCAVATION FOR MARKING THE UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF ANY EXCAVATION FOR MARKING THE UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF EXCAVATION FOR MARKING THE UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF EXCAVATION FOR MARKING THE UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF FOR MARKING THE UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF FOR MARKING THE UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF MARKING THE UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF MARKING THE UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF THE UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF THE UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF UTILITY LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF LINES. FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF FOR QUESTIONS REGARDING THE EXACT LOCATIONS OF QUESTIONS REGARDING THE EXACT LOCATIONS OF QUESTIONS REGARDING THE EXACT LOCATIONS OF REGARDING THE EXACT LOCATIONS OF REGARDING THE EXACT LOCATIONS OF THE EXACT LOCATIONS OF THE EXACT LOCATIONS OF EXACT LOCATIONS OF EXACT LOCATIONS OF LOCATIONS OF LOCATIONS OF OF OF UNDERGROUND UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY COMPANY: STORM DRAIN CITY OF JACKSON (601) 960-1168 CITY OF JACKSON (601) 960-1168 (601) 960-1168 WATER & SEWER JXN WATER (601) 500-5200 JXN WATER (601) 500-5200 (601) 500-5200 GAS ATMOS (601) 420-5080 ATMOS (601) 420-5080 (601) 420-5080 ELECTRIC/POWER ENTERGY (601) 368-5000 ENTERGY (601) 368-5000 (601) 368-5000 TELEPHONE AT&T (601) 859-3025 AT&T (601) 859-3025 (601) 859-3025 CABLE COMCAST (601) 832-3668 COMCAST (601) 832-3668 (601) 832-3668 TRAFFIC SIGNALS CITY OF JACKSON (601) 960-1651 CITY OF JACKSON (601) 960-1651 (601) 960-1651 2. THE MISSISSIPPI STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL THE MISSISSIPPI STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL MISSISSIPPI STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL MISSISSIPPI STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL FOR ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL ROAD AND BRIDGE CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL AND BRIDGE CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL AND BRIDGE CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL BRIDGE CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL BRIDGE CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL CONSTRUCTION, 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL 2017 EDITION, AND THE MISSISSIPPI SUPPLEMENTAL EDITION, AND THE MISSISSIPPI SUPPLEMENTAL EDITION, AND THE MISSISSIPPI SUPPLEMENTAL AND THE MISSISSIPPI SUPPLEMENTAL AND THE MISSISSIPPI SUPPLEMENTAL THE MISSISSIPPI SUPPLEMENTAL THE MISSISSIPPI SUPPLEMENTAL MISSISSIPPI SUPPLEMENTAL MISSISSIPPI SUPPLEMENTAL SUPPLEMENTAL SUPPLEMENTAL SPECIFICATIONS TO THE 2017 STANDARD SPECIFICATIONS ROAD AND BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, TO THE 2017 STANDARD SPECIFICATIONS ROAD AND BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, TO THE 2017 STANDARD SPECIFICATIONS ROAD AND BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, THE 2017 STANDARD SPECIFICATIONS ROAD AND BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, THE 2017 STANDARD SPECIFICATIONS ROAD AND BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, 2017 STANDARD SPECIFICATIONS ROAD AND BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, 2017 STANDARD SPECIFICATIONS ROAD AND BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, STANDARD SPECIFICATIONS ROAD AND BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, STANDARD SPECIFICATIONS ROAD AND BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, SPECIFICATIONS ROAD AND BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, SPECIFICATIONS ROAD AND BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, ROAD AND BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, ROAD AND BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, AND BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, AND BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, BRIDGE CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, CONSTRUCTION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, TRAFFIC SIGNAL AND LIGHTING, 2017 EDITION, SIGNAL AND LIGHTING, 2017 EDITION, SIGNAL AND LIGHTING, 2017 EDITION, AND LIGHTING, 2017 EDITION, AND LIGHTING, 2017 EDITION, LIGHTING, 2017 EDITION, LIGHTING, 2017 EDITION, 2017 EDITION, 2017 EDITION, EDITION, EDITION, UNLESS OTHERWISE NOTED IN THE PLANS OR AMENDED IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE OTHERWISE NOTED IN THE PLANS OR AMENDED IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE OTHERWISE NOTED IN THE PLANS OR AMENDED IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE NOTED IN THE PLANS OR AMENDED IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE NOTED IN THE PLANS OR AMENDED IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE IN THE PLANS OR AMENDED IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE IN THE PLANS OR AMENDED IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE THE PLANS OR AMENDED IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE THE PLANS OR AMENDED IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE PLANS OR AMENDED IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE PLANS OR AMENDED IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE OR AMENDED IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE OR AMENDED IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE AMENDED IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE AMENDED IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE IN THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE THE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE SPECIAL PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE PROVISIONS, PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE PROPOSAL AND CONTRACT DOCUMENTS, SHALL BE AND CONTRACT DOCUMENTS, SHALL BE AND CONTRACT DOCUMENTS, SHALL BE CONTRACT DOCUMENTS, SHALL BE CONTRACT DOCUMENTS, SHALL BE DOCUMENTS, SHALL BE DOCUMENTS, SHALL BE SHALL BE SHALL BE BE BE THE SPECIFICATIONS FOR THE CONSTRUCTION OF THIS PROJECT. 3. ANY ADJUSTMENTS OF EXISTING COMMUNICATIONS MANHOLES SHALL BE PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER ANY ADJUSTMENTS OF EXISTING COMMUNICATIONS MANHOLES SHALL BE PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER ADJUSTMENTS OF EXISTING COMMUNICATIONS MANHOLES SHALL BE PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER ADJUSTMENTS OF EXISTING COMMUNICATIONS MANHOLES SHALL BE PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER OF EXISTING COMMUNICATIONS MANHOLES SHALL BE PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER OF EXISTING COMMUNICATIONS MANHOLES SHALL BE PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER EXISTING COMMUNICATIONS MANHOLES SHALL BE PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER EXISTING COMMUNICATIONS MANHOLES SHALL BE PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER COMMUNICATIONS MANHOLES SHALL BE PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER COMMUNICATIONS MANHOLES SHALL BE PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER MANHOLES SHALL BE PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER MANHOLES SHALL BE PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER SHALL BE PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER SHALL BE PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER BE PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER BE PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER PERFORMED BY OTHERS. ADJUSTMENTS OF SANITARY SEWER BY OTHERS. ADJUSTMENTS OF SANITARY SEWER BY OTHERS. ADJUSTMENTS OF SANITARY SEWER OTHERS. ADJUSTMENTS OF SANITARY SEWER OTHERS. ADJUSTMENTS OF SANITARY SEWER ADJUSTMENTS OF SANITARY SEWER ADJUSTMENTS OF SANITARY SEWER OF SANITARY SEWER OF SANITARY SEWER SANITARY SEWER SANITARY SEWER SEWER SEWER MANHOLES, WATER METERS, WATER VALVE BOXES, ETC. WILL BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS WATER METERS, WATER VALVE BOXES, ETC. WILL BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS WATER METERS, WATER VALVE BOXES, ETC. WILL BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS METERS, WATER VALVE BOXES, ETC. WILL BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS METERS, WATER VALVE BOXES, ETC. WILL BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS WATER VALVE BOXES, ETC. WILL BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS WATER VALVE BOXES, ETC. WILL BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS VALVE BOXES, ETC. WILL BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS VALVE BOXES, ETC. WILL BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS BOXES, ETC. WILL BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS BOXES, ETC. WILL BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS ETC. WILL BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS ETC. WILL BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS WILL BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS WILL BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS BE PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS PERFORMED AS NECESSARY BY THE CONTRACTOR AND ANY COSTS AS NECESSARY BY THE CONTRACTOR AND ANY COSTS AS NECESSARY BY THE CONTRACTOR AND ANY COSTS NECESSARY BY THE CONTRACTOR AND ANY COSTS NECESSARY BY THE CONTRACTOR AND ANY COSTS BY THE CONTRACTOR AND ANY COSTS BY THE CONTRACTOR AND ANY COSTS THE CONTRACTOR AND ANY COSTS THE CONTRACTOR AND ANY COSTS CONTRACTOR AND ANY COSTS CONTRACTOR AND ANY COSTS AND ANY COSTS AND ANY COSTS ANY COSTS ANY COSTS COSTS COSTS ASSOCIATED WILL BE ABSORBED. 4. THE EXISTING UTILITIES SHOWN ON THE PLANS, WHETHER ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED THE EXISTING UTILITIES SHOWN ON THE PLANS, WHETHER ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED EXISTING UTILITIES SHOWN ON THE PLANS, WHETHER ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED EXISTING UTILITIES SHOWN ON THE PLANS, WHETHER ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED UTILITIES SHOWN ON THE PLANS, WHETHER ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED UTILITIES SHOWN ON THE PLANS, WHETHER ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED SHOWN ON THE PLANS, WHETHER ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED SHOWN ON THE PLANS, WHETHER ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED ON THE PLANS, WHETHER ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED ON THE PLANS, WHETHER ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED THE PLANS, WHETHER ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED THE PLANS, WHETHER ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED PLANS, WHETHER ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED PLANS, WHETHER ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED WHETHER ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED WHETHER ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED ABOVE GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED GROUND OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED OR BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED BELOW, ARE APPROXIMATE AND WERE IDENTIFIED BASED ARE APPROXIMATE AND WERE IDENTIFIED BASED ARE APPROXIMATE AND WERE IDENTIFIED BASED APPROXIMATE AND WERE IDENTIFIED BASED APPROXIMATE AND WERE IDENTIFIED BASED AND WERE IDENTIFIED BASED AND WERE IDENTIFIED BASED WERE IDENTIFIED BASED WERE IDENTIFIED BASED IDENTIFIED BASED IDENTIFIED BASED BASED BASED UPON FIELD SURVEYS, "AS BUILT PLANS" PROVIDED BY THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S FIELD SURVEYS, "AS BUILT PLANS" PROVIDED BY THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S FIELD SURVEYS, "AS BUILT PLANS" PROVIDED BY THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S SURVEYS, "AS BUILT PLANS" PROVIDED BY THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S SURVEYS, "AS BUILT PLANS" PROVIDED BY THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S "AS BUILT PLANS" PROVIDED BY THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S "AS BUILT PLANS" PROVIDED BY THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S BUILT PLANS" PROVIDED BY THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S BUILT PLANS" PROVIDED BY THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S PLANS" PROVIDED BY THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S PLANS" PROVIDED BY THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S PROVIDED BY THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S PROVIDED BY THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S BY THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S BY THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S THE UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S UTILITY OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S OWNERS, AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S AND FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S FIELD LOCATIONS. IT SHALL BE THE CONTRACTOR'S LOCATIONS. IT SHALL BE THE CONTRACTOR'S LOCATIONS. IT SHALL BE THE CONTRACTOR'S IT SHALL BE THE CONTRACTOR'S IT SHALL BE THE CONTRACTOR'S SHALL BE THE CONTRACTOR'S SHALL BE THE CONTRACTOR'S BE THE CONTRACTOR'S BE THE CONTRACTOR'S THE CONTRACTOR'S THE CONTRACTOR'S CONTRACTOR'S CONTRACTOR'S RESPONSIBILITY TO VERIFY, OR HAVE VERIFIED, THE EXACT LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR TO VERIFY, OR HAVE VERIFIED, THE EXACT LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR TO VERIFY, OR HAVE VERIFIED, THE EXACT LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR VERIFY, OR HAVE VERIFIED, THE EXACT LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR VERIFY, OR HAVE VERIFIED, THE EXACT LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR OR HAVE VERIFIED, THE EXACT LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR OR HAVE VERIFIED, THE EXACT LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR HAVE VERIFIED, THE EXACT LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR HAVE VERIFIED, THE EXACT LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR VERIFIED, THE EXACT LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR VERIFIED, THE EXACT LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR THE EXACT LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR THE EXACT LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR EXACT LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR EXACT LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR LOCATION OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR OF ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR ALL EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR EXISTING UTILITIES, WHETHER INDICATED ON THE PLANS OR UTILITIES, WHETHER INDICATED ON THE PLANS OR UTILITIES, WHETHER INDICATED ON THE PLANS OR WHETHER INDICATED ON THE PLANS OR WHETHER INDICATED ON THE PLANS OR INDICATED ON THE PLANS OR INDICATED ON THE PLANS OR ON THE PLANS OR ON THE PLANS OR THE PLANS OR THE PLANS OR PLANS OR PLANS OR OR OR NOT, PRIOR TO EXCAVATION. 5. THE CONTRACTOR WILL BE REQUIRED TO PERFORM CONSTRUCTION STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF THE CONTRACTOR WILL BE REQUIRED TO PERFORM CONSTRUCTION STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF CONTRACTOR WILL BE REQUIRED TO PERFORM CONSTRUCTION STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF CONTRACTOR WILL BE REQUIRED TO PERFORM CONSTRUCTION STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF WILL BE REQUIRED TO PERFORM CONSTRUCTION STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF WILL BE REQUIRED TO PERFORM CONSTRUCTION STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF BE REQUIRED TO PERFORM CONSTRUCTION STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF BE REQUIRED TO PERFORM CONSTRUCTION STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF REQUIRED TO PERFORM CONSTRUCTION STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF REQUIRED TO PERFORM CONSTRUCTION STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF TO PERFORM CONSTRUCTION STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF TO PERFORM CONSTRUCTION STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF PERFORM CONSTRUCTION STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF PERFORM CONSTRUCTION STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF CONSTRUCTION STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF CONSTRUCTION STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF STAKEOUT WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF WORK IN ADVANCE OF MODIFICATIONS BY OTHERS OF IN ADVANCE OF MODIFICATIONS BY OTHERS OF IN ADVANCE OF MODIFICATIONS BY OTHERS OF ADVANCE OF MODIFICATIONS BY OTHERS OF ADVANCE OF MODIFICATIONS BY OTHERS OF OF MODIFICATIONS BY OTHERS OF OF MODIFICATIONS BY OTHERS OF MODIFICATIONS BY OTHERS OF MODIFICATIONS BY OTHERS OF BY OTHERS OF BY OTHERS OF OTHERS OF OTHERS OF OF OF EXISTING UTILITIES AND FACILITIES. THE PURPOSE OF THIS REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED UTILITIES AND FACILITIES. THE PURPOSE OF THIS REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED UTILITIES AND FACILITIES. THE PURPOSE OF THIS REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED AND FACILITIES. THE PURPOSE OF THIS REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED AND FACILITIES. THE PURPOSE OF THIS REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED FACILITIES. THE PURPOSE OF THIS REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED FACILITIES. THE PURPOSE OF THIS REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED THE PURPOSE OF THIS REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED THE PURPOSE OF THIS REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED PURPOSE OF THIS REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED PURPOSE OF THIS REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED OF THIS REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED OF THIS REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED THIS REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED THIS REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED REQUIREMENT IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED IS TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED TO ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED ENSURE THAT NO CONFLICT REMAINS AFTER REQUIRED THAT NO CONFLICT REMAINS AFTER REQUIRED THAT NO CONFLICT REMAINS AFTER REQUIRED NO CONFLICT REMAINS AFTER REQUIRED NO CONFLICT REMAINS AFTER REQUIRED CONFLICT REMAINS AFTER REQUIRED CONFLICT REMAINS AFTER REQUIRED REMAINS AFTER REQUIRED REMAINS AFTER REQUIRED AFTER REQUIRED AFTER REQUIRED REQUIRED REQUIRED MODIFICATIONS HAVE BEEN MADE TO EXISTING UTILITIES (GAS, ELECTRIC, COMMUNICATIONS, WATER, ETC.) 6.