Chamblee 2024 LMIG_Addendum 1_2024 04 15.pdf

2024 CHAMBLEE LMIG ROADWAY RESURFACING ADD-1

2024 Chamblee LMIG Roadway Resurfacing City of Chamblee, Georgia

Addendum No. 1 Date: April 15, 2024

The following information should be considered by offerors in preparation of their Bids and shall be incorporated into the Contract:

Section 000110 – Table of Contents

Delete Section 000110 – Table of Contents dated April 4, 2024 in its entirety and replace with Section 000110 – Table of Contents dated April 15, 2024.

Revised date for Section 000110 Table of Contents; Section 004100 Bid Form; Exhibit B Scope of Work; Exhibit C Pavement Patching Detail from 04/04/24 to 04/15/24. The change is made to account for Addenda 1 modifications.

Section 004100 – Bid Form

Delete Section 004100 – Bid Form dated April 4, 2024 in its entirety and replace with Section 004100 – Bid Form dated April 15, 2024

Modification of line-item No. 2 – Undercut Excavation

Modification of line-item No. 3 – Portland Cement

Modification of line-item No. 4 – Soil Cement Stabilized Base Course, 8 Inches

Modification of line-item No. 5 – Recycled Asph Conc 9.5 MM Superpave, Type II, Group 2, Incl Bitum Matl & H Lime

Modification of line-item No. 7 – Asphaltic Concrete Patching

Modification of line-item No. 10 – Tack Coat

Modification of line-item No. 11 – Mill Asph Conc Pvmt, 1.0 in Depth

Modification of line-item No. 12 – Mill Asph Conc Pvmt, 1.5 in Depth

Modification of line-item No. 13 – Mill Asph Conc Pvmt, 2.5 in Depth

Modification of line-item No. 16 – Thermoplastic Solid Traf Stripe, 5 in, White

Modification of line-item No. 17 – Thermoplastic Solid Traf Stripe, 5 in, Yellow

2024 CHAMBLEE LMIG ROADWAY RESURFACING ADD-1

Exhibit B – Scope of Work

Delete Exhibit B – Scope of Work dated April 4, 2024 in its entirety and replace with Exhibit B – Scope of Work dated April 15, 2024

Exhibit C – Pavement Patching Detail

Delete Exhibit C – Pavement Patching Detail dated April 4, 2024 in its entirety and replace with Exhibit C – Pavement Patching Detail dated April 15, 2024

Bid Due Date: May 7, 2024, at 10:00 am

End of Addendum No. 1

2024 CHAMBLEE LMIG ROADWAY RESURFACING 04/15/2024

TABLE OF CONTENTS 000110-1

SECTION 000110 - TABLE OF CONTENTS

SECTION TITLE PAGES DATE

000110 Table of Contents 1 Thru 1 04/15/24 001113 Advertisement for Bids 1 Thru 2 04/04/24 002100 Instructions for Bidders 1 Thru 11 04/04/24 004100 Bid Form 1 Thru 11 04/15/24 004310 Bid Bond 1 Thru 2 04/04/24 005100 Notice of Award 1 Thru 2 04/04/24 005200 Agreement 1 Thru 7 04/04/24 005500 Notice to Proceed 1 Thru 1 04/04/24 006110 Performance Bond 1 Thru 4 04/04/24 006115 Payment Bond 1 Thru 4 04/04/24 006516 Certificate of Substantial Completion 1 Thru 2 04/04/24 007000 General Conditions 1 Thru 70 04/04/24 008000 Supplementary Conditions 1 Thru 4 04/04/24 009439 Field Order 1 Thru 1 04/04/24 009463 Change Order 1 Thru 2 04/04/24 011000 Summary 1 Thru 3 04/04/24 012200 Unit Prices, Modification and Payment Procedures 1 Thru 11 04/04/24 013100 Project Management and Coordination 1 Thru 4 04/04/24 013200 Construction Progress Documentation 1 Thru 4 04/04/24 013300 Submittal Procedures 1 Thru 9 04/04/24 014000 Quality Requirements 1 Thru 6 04/04/24 014200 References 1 Thru 5 04/04/24 015000 Temporary Facilities and Controls 1 Thru 5 04/04/24 016000 Product Requirements 1 Thru 4 04/04/24 017300 Execution and Closeout Procedures 1 Thru 7 04/04/24 017419 Construction Waste Management and Disposal 1 Thru 2 04/04/24

Exhibit A Project Location Map 1 Thru 1 04/04/24 Exhibit B Scope of Work 1 Thru 5 04/15/24 Exhibit C Pavement Patching Detail 1 Thru 1 04/15/24 Exhibit D GDOT Specifications 1 Thru 1 04/04/24 Exhibit E Speed Table Detail 1 Thru 1 04/04/24

END OF SECTION 000110

BID FORM 004100-1

SECTION 004100 – BID FORM

2024 CHAMBLEE LMIG ROADWAY RESURFACING

TABLE OF CONTENTS

Page

Article 1 - Owner and Bidder

Article 2 - Bidder’s Acknowledgements

Article 3 - Bidder’s Representations

Article 4 - Bidder’s Certifications

Article 5 - Attachments to This Bid

Article 6 - Basis of Bid

Article 7 - Time of Completion

Article 8 - Defined Terms ……………

Article 9 - Bid Submittal

The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions.

BID FORM 004100-2

ARTICLE 1—OWNER AND BIDDER

1.01 This Bid is submitted to:

City of Chamblee, Georgia 3518 Broad Street Chamblee, Georgia 30341

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2—BIDDER’S ACKNOWLEDGEMENTS

2.01 Bid Acceptance Period

A. This Bid will remain subject to acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

2.02 Instructions to Bidders

A. Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security.

ARTICLE 3—BIDDER’S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, other related data identified in the Bidding Documents, and the following Addenda, receipt of which is hereby acknowledged:

Addendum No. Addendum Date

B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

C. Bidder is familiar with and is satisfied as to all Laws and Regulations that may affect cost, progress, and performance of the Work.

D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in SC-5.03 as containing reliable "technical data," and (2)

BID FORM 004100-3

reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in SC-5.06 as containing reliable "technical data.”

E. Bidder has considered the information known to Bidder; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Site-related reports and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) Bidder’s safety precautions and programs.

F. Based on the information and observations referred to in Paragraph 3.01.E above, Bidder does not consider that further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents.

G. Bidder is aware of the general nature of work to be performed by the City and others at the Site that relates to the Work as indicated in the Bidding Documents.

H. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by Engineer is acceptable to Bidder.

I. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted.

J. Bidder will submit written evidence of its authority to do business in the state where the Project is located not later than the date of its execution of the Agreement.

ARTICLE 4—BIDDER’S CERTIFICATIONS

4.01 Bidder certifies that:

A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation;

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;

C. Bidder has not solicited or induced any individual or entity to refrain from bidding;

and

D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 4.01.D:

BID FORM 004100-4

1. “corrupt practice” means the offering, giving, receiving, or soliciting of anything of value likely to influence the action of a public official in the bidding process;

2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of the City, (b) to establish bid prices at artificial noncompetitive levels, or (c) to deprive the City of the benefits of free and open competition;

3. “collusive practice” means a scheme or arrangement between two or more Bidders, with or without the knowledge of the City, a purpose of which is to establish bid prices at artificial, non-competitive levels; and

4. “coercive practice” means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract.

ARTICLE 5—ATTACHMENTS TO THIS BID

5.01 The following documents are submitted with and made a condition of this Bid:

A. Required Bid security in the form of a Bid Bond (EJCDC No. C-430);

B. Contractor’s license number as evidence of Bidder’s State Contractor’s License or a covenant by Bidder to obtain said license within the time for acceptance of Bids;

C. Affidavit of Non-Collusion;

D. Affidavit under O.C.G.A. 13-10-91(b)(1);

E. Affidavit under O.C.G.A. § 50-36-1(e)(2);

ARTICLE 6—BASIS OF BID—UNIT PRICES

6.01 Unit Price Bids

A. Bidder will perform the following Work in accordance with the Contract Documents at the indicated unit prices:

BID FORM 004100-5

BID SCHEDULE

Item No.

Description Est.

Qty

Unit Unit Price Amount

1 Traffic Control 1 LS

2 Undercut Excavation 3,180 CY

3 Portland Cement 740 TN

4 Soil Cement Stabilized Base Course, 8 Inches 27,310 SY

5 Recycled Asph Conc 9.5 MM Superpave, Type II, Group 2, Incl Bitum Matl & H Lime

5,270 TN

6 Recycled Asph Conc 12.5 MM Superpave, GP 1 or 2, Incl Bitum Matl & H Lime

220 TN

7 Asphaltic Concrete Patching 685 TN

8 Asphaltic Concrete Open Graded Crack Relief Interlayer, Gp 2 Only, Incl Bitum Matl & H Lime

165 TN

9 Asphalt-Rubber Joint And Crack Seal, Tp S 5,165 LF

10 Tack Coat 2,150 GAL

11 Mill Asph Conc Pvmt, 1.0 in Depth 1,650 SY

12 Mill Asph Conc Pvmt, 1.5 in Depth 25,310 SY

13 Mill Asph Conc Pvmt, 2.5 in Depth 2,640 SY

14 Thermoplastic Pvmt Marking, Handicap Symbol

2 EA

15 Pavement Marking, Arrow, Tp 2 4 EA

16 Thermoplastic Solid Traf Stripe, 5 in, White 5,735 LF

17 Thermoplastic Solid Traf Stripe, 5 in, Yellow 1,360 LF

18 Solid Traf Stripe, 24 in, White 310 LF

19 Thermoplastic Traf Striping, Yellow 30 SY

20 Adjust Manhole to Grade 36 EA

21 Adjustment of Valve Boxes 5 EA

22 Speed Table 4 EA

Total of All Base Bid Prices $ _________________________________________________ (Base Bid Items 1 through 22)

Unit Prices have been computed in accordance with Paragraph 13.03 of the General Conditions.

BID FORM 004100-6

Bidder acknowledges that estimated quantities are not guaranteed and are solely for the purpose of comparison of Bids, and final payment for all unit price Bid items will be based on actual quantities, determined as provided in the Contract Documents.

ARTICLE 7—TIME OF COMPLETION

7.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.

7.02 Bidder accepts the provisions of the Agreement as to liquidated damages.

ARTICLE 8—DEFINED TERMS

8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions.

BID FORM 004100-7

ARTICLE 9—BID SUBMITTAL

9.01 BIDDER hereby submits this Bid as set forth above:

An Individual

Name (typed or printed):

By:

(Individual’s signature)

Doing business as:

A Partnership

Partnership Name:

By:

(Signature of general partner -- attach evidence of authority to sign)

Name (typed or printed):

A Corporation

Corporation Name: (SEAL)

State of Incorporation:

Type (General Business, Professional, Service, Limited Liability):_______

By:

(Signature -- attach evidence of authority to sign)

Name (typed or printed):

Title:

(CORPORATE SEAL)

Attest

Date of Qualification to do business in [State where Project is located] is

BID FORM 004100-8

A Joint Venture

Name of Joint Venture:

First Joint Venturer Name: (SEAL)

By:

(Signature of first joint venture partner -- attach evidence of authority to sign)

Name (typed or printed):

Title:

Second Joint Venturer Name: (SEAL)

By:

(Signature of second joint venture partner -- attach evidence of authority to sign)

Name (typed or printed):

Title:

(Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.)

Bidder's Business Address

Phone No. _____________________________________ Fax No.

E-mail ______________________________ _______

SUBMITTED on , 20____.

State Contractor License No. . [If applicable]

END OF SECTION 004100

BID FORM 004100-9

COMPETITIVE BID AFFIDAVIT

STATE OF GEORGIA

__________________________________, being first duly sworn, deposes and says that:

1. He/She is the __________________________________________ of (Owner, Partner, Officer, Representative or Agent)

_______________________________________________ the Bidder that has submitted the attached Bid;

2. He/She is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such bid;

3. Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees or parties in interest, including this affiant, have in any way, directly or indirectly, prevented or attempted to prevent competition in such bidding or proposals by any means whatever; nor prevented or endeavored to prevent anyone from making a bid or proposal therefor by any means whatever; nor cause or induce another to withdraw a bid or proposal for the work.

By: _______________________________

Its: ________________________________ (Title)

Subscribed and sworn to before me this _____ day of ________________, 20___.

Notary Public

My Commission expires: _________________

BID FORM 004100-10

BID FORM 004100-11

SYSTEMATIC ALIEN VERIFICATION FOR ENTITLEMENTS (SAVE) PROGRAM

O.C.G.A. § 50-36-1(e)(2) Affidavit

By executing this affidavit under oath, as an applicant for a supplier of goods/services, as referenced in O.C.G.A. § 50-36-1, from (name of government entity), the undersigned applicant verifies one of the following with respect to my application for a public benefit:

1. I am a United States citizen.

2. I am a legal permanent resident of the United States.

3. I am a qualified alien or non-immigrant under the Federal Immigration and Nationality Act and lawfully present in the United States with an alien number issued by the Department of Homeland Security of other federal immigration agency.

My alien number issued by the Department of Homeland Security or other federal immigration agency is: .

The undersigned applicant also hereby verifies that he or she is 18 years of age or older and has provided at least one secure and verifiable document, as required by O.C.G.A. § 50-36-1(e)(1), with this affidavit.

The secure and verifiable document provided with this affidavit can best be classified as:

In making the above representation under oath, I understand that any person who knowingly and willfully makes a false, fictitious, or fraudulent statement or representation in an affidavit shall be guilty of a violation of O.C.G.A. § 16-10-20, and face criminal penalties as allowed by such criminal statute.

Executed in (city), (state).

Signature of Applicant

Printed Name/Title of Applicant

SWORN TO AND SUBSCRIBED before me this ____ day of ______________, 20__.

Notary Public My Commission Expires:

4/15/2024

EXHIBIT B – SCOPE OF WORK

2024 CHAMBLEE LMIG ROADWAY RESURFACING

PROJECT DESCRIPTION: Milling of existing asphalt pavement, patching of asphalt pavement (as required), new asphalt pavement, new roadway striping, raising or lowering structures, and traffic control necessary to install the authorized work on various streets within the City of Chamblee.

HUNTINGTON CHASE: Harts Mill Road to end of Cul-de-Sac

Length: 400 FT Area: 1,640 SY

The work includes

· Mill 1” of existing asphalt

· 1.5” of 9.5mm Superpave overlay

· Asphalt Patching as indicated in the field during construction

ADMIRAL DRIVE: Chamblee Dunwoody Road to south of Wye Lane

Length: 2,600 FT Area: 6,410 SY

The work includes

· Clip and remove the mixed material to finished subgrade which will be 2” below the gutter line

· Full Depth Reclamation: Soil Cement Stabilized Base Course, 8”. Mix Portland cement at a rate of 55 lbs/sy

· Cure the FDR cement-modified material a minimum of 7 days with moisture conditioning or 3 days upon the recommendation of Geo-tech core test results and approval of Engineer. All FDR roads shall pass a proof roll test prior to resurfacing

· 2” of 9.5mm Superpave

· Adjust existing manholes and valves to grade

· Match existing pavement markings

· Reconstruct speed tables per Exhibit E

Note: Exclude intersection of Longview Drive and Admiral Drive.

HAMLIN ROAD: Keswick Drive to Sexton Woods Drive

Length: 340 FT Area: 875 SY

The work includes

· 1.5” of 9.5mm Superpave mill and Inlay

· Asphalt Patching as indicated in the field during construction

· Match existing stop bar at intersection with Keswick Drive

Note: Exclude recently constructed improvements at the intersection of Hamlin Road and Sexton Woods Drive.

PEACHTREE INDUSTRIAL COURT: Peachtree Boulevard to Traffic circle

Length: 710 FT Area: 2,640 SY

The work includes

· Mill 2.5” of existing asphalt

· 1.125” of Open Graded Interlayer

· 1.5” of 12.5mm Superpave overlay

· Asphalt Patching as indicated in the field during construction

CHAMBLEE DUNWOODY WAY: Chamblee Dunwoody Road to 200’ north of Peachtree Road Length: 535 FT Area: 1,612 SY

The work includes

· 1.5” of 9.5mm Superpave mill and Inlay

· Asphalt Patching as indicated in the field during construction

· Match existing pavement markings

Note: Exclude repaved sections near Lumen Chamblee and 3460 Chamblee Dunwoody Way.

MALONE DRIVE: 120 feet west of Chamblee Rail Trail to Chamblee Rail Trail Length: 120 FT Area: 480 SY

The work includes

· 1.5” of 9.5mm Superpave mill and Inlay

· Match existing pavement markings

HAM DRIVE: Dyer Circle to Clairmont Road

Length: 1,500 FT Area: 2,295 SY

The work includes

· Full Depth Reclamation: Soil Cement Stabilized Base Course, 8”. Mix Portland cement at a rate of 45 lbs/sy

· Clip and remove the mixed material to finished subgrade which will be 2” below the gutter line

· Cure the FDR cement-modified material a minimum of 7 days with moisture conditioning or 3 days upon the recommendation of Geo-tech core test results and approval of Engineer. All FDR roads shall pass a proof roll test prior to resurfacing

· 2” of 9.5mm Superpave

· Adjust existing manholes and valves to grade

· Add 24” solid white stop bar striping at intersections

DYER CIRCLE: Clairmont Road to end of Dyer Circle

Length: 1,415 FT

Area: 3,900 SY

The work includes

· Full Depth Reclamation: Soil Cement Stabilized Base Course, 8”. Mix Portland cement at a rate of 45 lbs/sy

· Clip and remove the mixed material to finished subgrade which will be 2” below the gutter line

· Cure the FDR cement-modified material a minimum of 7 days with moisture conditioning or 3 days upon the recommendation of Geo-tech core test results and approval of Engineer. All FDR roads shall pass a proof roll test prior to resurfacing

· 2” of 9.5mm Superpave

· Adjust existing manholes and valves to grade

· Add 24” solid white stop bar striping at intersection with Clairmont Road

SHALLOWFORD PLACE: Shallowford Road to end of Shallowford Park parking lot

Length: 1,365 FT Area: 1,800 SY

The work includes

· Full Depth Reclamation: Soil Cement Stabilized Base Course, 8”. Mix Portland cement at a rate of 45 lbs/sy

· Clip and remove the mixed material to finished subgrade which will be 2” below the gutter line

· Cure the FDR cement-modified material a minimum of 7 days with moisture conditioning or 3 days upon the recommendation of Geo-tech core test results and approval of Engineer. All FDR roads shall pass a proof roll test prior to resurfacing

· 2” of 9.5mm Superpave

· Adjust existing manholes and valves to grade

· Match existing pavement markings

SHALLOWFORD TERRACE: Buford Highway to Shallowford Road

Length: 2,050 FT Area: 3,480 SY

The work includes

· Full Depth Reclamation: Soil Cement Stabilized Base Course, 8”. Mix Portland cement at a rate of 55 lbs/sy

· Clip and remove the mixed material to finished subgrade which will be 2” below the gutter line

· Cure the FDR cement-modified material a minimum of 7 days with moisture conditioning or 3 days upon the recommendation of Geo-tech core test results and approval of Engineer. All FDR roads shall pass a proof roll test prior to resurfacing

· 2” of 9.5mm Superpave

· Adjust existing manholes and valves to grade

· Add 24” solid white stop bar striping at intersections

VILLA ESTA DRIVE: Woodside Way to Shallowford Terrace

Length: 1,165 FT

Area: 2,920 SY

The work includes

· Full Depth Reclamation: Soil Cement Stabilized Base Course, 8”. Mix Portland cement at a rate of 55 lbs/sy

· Clip and remove the mixed material to finished subgrade which will be 2” below the gutter line

· Cure the FDR cement-modified material a minimum of 7 days with moisture conditioning or 3 days upon the recommendation of Geo-tech core test results and approval of Engineer. All FDR roads shall pass a proof roll test prior to resurfacing

· 2” of 9.5mm Superpave

· Adjust existing manholes and valves to grade

· Add 24” solid white stop bar striping at intersections

HILLTOP DRIVE: Woodside Way to Shallowford Terrace

Length: 1,210 FT Area: 3,015 SY

The work includes

· Full Depth Reclamation: Soil Cement Stabilized Base Course, 8”. Mix Portland cement at a rate of 55 lbs/sy

· Clip and remove the mixed material to finished subgrade which will be 2” below the gutter line

· Cure the FDR cement-modified material a minimum of 7 days with moisture conditioning or 3 days upon the recommendation of Geo-tech core test results and approval of Engineer. All FDR roads shall pass a proof roll test prior to resurfacing

· 2” of 9.5mm Superpave

· Adjust existing manholes and valves to grade

· Match existing pavement markings

· Add 24” solid white stop bar striping at intersections

WOODSIDE WAY: Buford Highway to Shallowford Road

Length: 1,370 FT Area: 3,485 SY

The work includes

· Full Depth Reclamation: Soil Cement Stabilized Base Course, 8”. Mix Portland cement at a rate of 55 lbs/sy

· Clip and remove the mixed material to finished subgrade which will be 2” below the gutter line

· Cure the FDR cement-modified material a minimum of 7 days with moisture conditioning or 3 days upon the recommendation of Geo-tech core test results and approval of Engineer. All FDR roads shall pass a proof roll test prior to resurfacing

· 2” of 9.5mm Superpave

· Adjust existing manholes and valves to grade

· Add 24” solid white stop bar striping at intersections

ARROW CREEK DRIVE: Dresden Drive to Arrow Circle

Length: 1,435 FT Area: 3,520 SY

The work includes

· 1.5” of 9.5mm Superpave mill and Inlay

· Asphalt Patching as indicated in the field during construction

SHALIMAR DRIVE: Clairmont Terrace to end of Shalimar Drive

Length: 2,110 FT Area: 5,435 SY

The work includes

· 1.5” of 9.5mm Superpave mill and Inlay

· Asphalt Patching as indicated in the field during construction

CLAIRMONT TERRACE: Clairmont Road to 2nd Shalimar Drive intersection

Length: 4,450 FT Area: 11,520 SY

The work includes

· 1.5” of 9.5mm Superpave mill and inlay

· Asphalt Patching as indicated in the field during construction

· Match existing pavement markings

WELLONA PLACE: Medfield Trail to end of Wellona Place

Length: 325 FT Area: 916 SY

The work includes

· 1.5” of 9.5mm Superpave mill and Inlay

· Asphalt Patching as indicated in the field during construction

· Match existing pavement markings

RADAR ROAD: Medfield Trail to end of Radar Road

Length: 380 FT Area: 950 SY

The work includes

· 1.5” of 9.5mm Superpave mill and Inlay

· Asphalt Patching as indicated in the field during construction

KESWICK DRIVE: Johnson Ferry Road to Donaldson Drive

Length: 5,165 FT Area: 13,500 SY

The work includes

· Crack sealing the centerline of the road

7.0’ MINIMUM

7.0’ MINIMUM

MILLED

TO BE

MILLED

TO BE

19 MM SUPERPAVE

2.0" ASPHALTIC CONCRETE-

19 MM SUPERPAVE

4.0" ASPHALTIC CONCRETE-

GAB TO REMAIN

EXIST. ROADWAY

GAB TO REMAIN

EXIST. ROADWAY

PATCH TYPE I

MILLED

TO BE

MILLED

TO BE

TO REMAIN

EXIST. ROADWAY

TO REMAIN

EXIST. ROADWAY

SEPERATE PAYMENT WILL BE MADE FOR THIS WORK.

PAVEMENT SHALL BE RAISED TO GRADE. NO

2. ALL MANHOLE AND UTILITY VALVES IN THE

DETERMINED BY ENGINEER THE FIELD.

1. PAVEMENT PATCH LOCATIONS AND TYPE TO BE

NOTES:

9.5 MM OR 12.5 MM SUPERPAVE

1.5" ASPHALTIC CONCRETE-

9.5 MM OR 12.5 MM SUPERPAVE

1.5" ASPHALTIC CONCRETE-

PATCH TYPE II

Peachtree Corners, Georgia 30092

Suite 350, 3930 East Jones Bridge Road

Engineering, Planning, and Environmental Consultants

NOT TO SCALE

04/04/2024

2024 LMIG PAVING PROJECT

CITY OF CHAMBLEE

PAVEMENT PATCHING DETAIL

EXHIBIT C

SHEET 01 OF 01

Full Travel Lane Minimum

Full Travel Lane Minimum

04/12/202404/15/2024