27691_0053 Addendum_3.pdf

SR144 / OAK LEVEL ROAD COMPACT ROUNDABOUT

PREPARED FOR:

BRYAN COUNTY BOARD OF COMMISSIONERS

T&H PROJECT NO.

J–27691.0053

ADDENDUM NO. 3 September 19, 2024

GENERAL

This Addendum has been issued on behalf of Bryan County Board of Commissioners. The following information should be considered by prospective bidders in preparation of their proposals and is hereby incorporated into the Proposal Documents. Bidders shall be responsible for acknowledging receipt of this addendum in the Bid Form, Document 00313. Failure to do so will result in the proposal being considered non responsive.

PART II – CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS

The Proposal Documents shall be changed in the following respects:

SECTION 00313 – Bid Form

1. Section 00313 has been revised to add Addendum No. 3.

2. Delete and replace with the attached Section 00313 – “Bid Form”.

3. Bidder must use the enclosed form. NO OTHER FORM SHALL BE ACCEPTED.

4. Section 00021 has been revised to update the date of the final addendum.

5. Delete and replace with the attached Section 00021 – “Invitation to Bid”.

PART III – DRAWINGS

1. The plan sheets have been updated. Sheet 04-0001 has been revised to add clarity to note

36. Delete and replace corresponding plan sheets with the attached.

• Sheet 04-0001

THOMAS & HUTTON

Doyle Kelley, P.E.

Project Manager

End of ADDENDUM NO. 3

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DOCUMENT 00021

INVITATION TO BID

Legal Notice

1. Sealed proposals for SR 144/Oak Level Road Roundabout owned by Bryan County Board of

Commissioners will be received by Community Development (Attn: Kirk Croasmun) at 66 Captain

Matthew Freeman Drive, Richmond Hill, GA 31324 until 11:00 AM on Tuesday, September 24, 2024, at which time they will be publicly opened.

2. The project consists of the following generally described work:

SR 144/Oak Level Road Roundabout

The project consists of improvements at the intersection of SR 144 and Oak Level Road in

Bryan County, Georgia. The work includes the construction of a single lane compact roundabout at the intersection and adjustments to the approaches to accommodate the roundabout.

3. Plans and Specifications are open to inspection digitally or may be obtained from Thomas &

Hutton Engineering Co., 50 Park of Commerce, Savannah, Georgia 31405 upon payment of

$50.00 (half size) or $100.00 (full size) plus a pdf copy. The contractor may request a PDF copy only upon payment of $25.00. The payment is non–refundable. Contact Karen Smulski at Thomas &

Hutton via email smulski.k@tandh.com to request copies.

4. Bids shall be accompanied by a bid bond or certified cashier's check in an amount not less than

10% of the base bid. All bonds shall be by a surety company licensed in Georgia with an "A" minimum rating of performance and a financial strength of at least five times the contract price as listed in the most current publication of "Best's Key Rating Guide Property Liability."

Performance and Payment Bonds, each in an amount equal to 100% of the contract price shall be required of the successful bidder if contract is awarded. Each Bond shall be accompanied by a "Power of Attorney" authorizing the attorney–in–fact to bind the surety and certified to include the date of the bond.

5. Owner reserves the right to reject any or all Bids, including without limitation, the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if Owner believes it would not be in the best interest of the Project to make an award to Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by the Owner.

6. A pre–bid conference will not be held. All questions shall be submitted in writing to the Engineer by Monday, September 16, 2024, at 5 PM. An addendum addressing all questions and comments received by the question deadline will be issued via electronic mail by the end of business on

Thursday, September 19, 2024.

ENGINEER OWNER

Thomas & Hutton Bryan County Board of Commissioners

Attn: Doyle Kelley, P.E. Attn: Kirk Croasmun, P.E.

50 Park of Commerce Way 66 Captain Matthew Freeman Drive

Savannah, GA 31405 Richmond Hill, GA 31324

Phone: 912–721–4160 Phone: 912-756–7953

Email: kelley.d@tandh.com Email: kcroasmun@bryan-county.org

Bryan County Board of Commissioners, Owner

END OF INVITATION TO BID

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DOCUMENT 00313

BID FORM

PROJECT IDENTIFICATION: SR 144/OAK LEVEL ROAD COMPACT ROUNDABOUT

CONTRACT IDENTIFICATION

AND NUMBER: J –27691.0053

THIS BID IS SUBMITTED TO: Thomas & Hutton

1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Times indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.

2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 90 days after the day of Bid opening, or for such longer period of time BIDDER may agree to in writing upon request of OWNER.

3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that:

a. BIDDER has examined and carefully studied the Plans and Specifications for the work and contractual documents relative thereto, and has read all Technical

Provisions, Supplementary Conditions, and General Conditions, furnished prior to the opening of Bids, and can fulfill the requirements of the work to be performed.

b. BIDDER further acknowledges hereby receipt of the following Addenda:

ADDENDUM NO. DATE

1 September 11, 2024

2 September 18,2024

3 September 19,2024

c. BIDDER has visited the site and become familiar with and is satisfied as to the general, local and site conditions possibly affecting cost, progress, performance and furnishing of the Work;

d. BIDDER is familiar with and is satisfied as to all federal, state, and local Laws and

Regulations possibly affecting cost, progress, performance and furnishing of the

Work.

e. BIDDER has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structure at or contiguous to the site

(except underground Facilities) have been identified in the Supplementary

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Conditions. BIDDER acknowledges such reports and drawings are not Contract

Documents and may not be complete for BIDDER’s purposes. BIDDER acknowledges OWNER and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the

Bidding Documents with respect to Underground Facilities at or contiguous to the site. BIDDER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions

(surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and programs incident thereto. BIDDER does not consider any additional examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance and furnishing of the

Work in accordance with the times, price and other terms and conditions of the

Bidding Documents.

f. BIDDER is aware of the general nature of Work to be performed by Owner and others at the site relating to Work for which this Bid is submitted as indicated in the

Bidding Documents.

g. BIDDER has correlated the information known to BIDDER, information and observations obtained from visits to the site, reports and drawings identified in the

Bidding Documents and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents.

h. BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies BIDDER has discovered in the Bidding Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted.

i. This bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER.

4. BIDDER will complete the Work in accordance with the Contract Documents for the following price(s):

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SR 144/OAK LEVEL ROAD ROUNDABOUT

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

ROADWAY CONSTRUCTION

150-1000 Traffic Control 1 ls $ –

151-1000 Mobilization 1 ls $ –

163-0232 Temporary Grassing 4 ac $ –

163-0240 Mulch 35 tn $ –

163-0301 Construct and Remove Construction Exits 2 ea $ –

165-0010 Maintenance of Temporary Silt Fence, Type

A 2,225 lf $ –

167-1000 Water Quality Monitoring and Sampling 8 ea $ –

167-1500 Water Quality Inspections 6 mo $ –

171-0010 Temporary Silt Fence, Type A 2,225 lf $ –

205-0001 Unclassified Excavation 60 cy $ –

210-0100 Grading Complete 1 ls $ –

310-5060 Gr Aggr Base Crs, 6 Inch, Incl Material 300 sy $ –

310-5080 Gr Aggr Base Crs, 8 Inch, Incl Material 2,200 sy $ –

402-1812 Recycled Asph Conc Leveling, Inc Bitum

Matl & H Lime 650 tn $ –

402-3121 Recycled Asph Conc 25 mm Superpave, GP 1 or 2 , Incl Bitum Matl & H Lime (3") 400 tn $ –

402-3130

Recycled Asph Conc 12.5 mm Superpave, GP 2 Only, Incl Polymer-Modified Bitum

Matl & H Lime (1.5")

550 tn $ –

402-3190 Recycled Asph Conc 19 mm Superpave, GP 1 or 2, Incl Bitum Matl & H Lime (2") 300 tn $ –

413-0750 Tack Coat 1,100 gl $ –

429-1000 Rumble Strips 6 ea $ –

432-5010 Mill Asph Conc Pvmt, Variable Depth (As

Required) 700 sy $ –

439-0014 Plain PC Conc Pvmt, CL 3 Conc, 6 Inch Thk 320 sy $ –

441-0748 Concrete Median, 6 In 90 sy $ –

446-1100 Pvmt Reinf Fabric Strips, Tp 2, 18 Inch Width 1,500 lf $ –

456-2015 Indentation Rumble Strips-Ground-in-Place

(Skip)

0.41 glm $ –

456-2025 Indentation Centerline Rumble Strips-

Ground-in-Place (Continuous)

0.16 glm $ –

611-8140 Adjust Water Valve Box to Grade 1.00 ea $ –

634-1200 Right Of Way Markers 13 ea $ –

636-1033 Highway Signs, TP1 Matl, Refl Sheeting, TP9 110 sf $ –

636-1036 Highway Signs, TP1 Matl, Refl Sheeting, TP11 120 sf $ –

636-1041 Highway Signs, TP2 Matl, Refl Sheeting, TP9 50 sf $ –

636-1077 Highway Signs, Alum Extruded Panels, Refl

Sheeting, TP 9 280 sf $ –

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SR 144/OAK LEVEL ROAD ROUNDABOUT

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

636-2070 Galv Steel Posts, TP7 280 lf $ –

636-2080 Galv Steel Posts, TP8 500 lf $ –

636-2090 Galv Steel Posts, TP9 170 lf $ –

636-3010 Ground-Mounted Breakaway Sign Support 25 ea $ –

643-8200 Barrier Fence (Orange), 4FT 100 LF $ –

653-0120 Thermoplastic Pvmt Marking, Arrow, TP 2 4 ea $ –

653-0296 Thermoplastic Pvmt Marking, Word, TP 15 4 ea $ –

653-1906 Thermoplastic Solid Traf Stripe, 6 In, White 2,400 lf $ –

653-2602 Thermoplastic Solid Traf Stripe, 6 In, Yellow 3,800 lf $ –

653-4830 Thermoplastic Skip Traf Stripe, 18 In, White 140 glf $ –

653-6006 Thermoplastic Traf Striping, Yellow 400 sy $ –

700-6910 Permanent Grassing 2.00 ac $ –

700-7000 Agricultural Lime 6.00 tn $ –

700-8000 Fertilizer Mixed Grade 2.00 tn $ –

700-8100 Fertilizer Nitrogen Content 100 lb $ –

999-5200 Detectable Warning Surface 180 sf $ –

1000-0001 Qwik Kurb System 1 ls $ –

1000-0002 Landscaping 1 ls $ –

1000-0003 Lighting 1 ls $ –

TOTAL PROJECT $

TOTAL BID:

Dollars

Unit Prices have been computed in accordance with paragraph 11.03.C of the General

Conditions.

BIDDER acknowledges 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, determined as provided in the Contract Documents.

5. BIDDER agrees the Work will be substantially complete within 180 calendar days after the date when the Contract Times commence to run as provided in paragraph 2.03 of the

General Conditions and completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions within 210 calendar days after the date when the Contract Times commence to run.

6. BIDDER accepts provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within times specified in the Agreement.

7. The following documents are attached to and made a condition of this Bid:

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a. Required Bid Security in the form of 10 percent of the Bid Total Price.

8. The undersigned further agrees in case of failure on his/her part to execute the said contract and the Bond within 30 consecutive calendar days after written notice being given of the award of the contract, the check or bid bond accompanying this bid, and the monies payable thereon shall be paid into the funds of the Owner as liquidated damages for such failure, otherwise, the check or bid bond accompanying this proposal shall be returned to the undersigned.

9. Communications concerning this Bid shall be addressed to:

Doyle D. Kelley, P.E.

Thomas & Hutton

50 Park of Commerce Way

Savannah, GA 31405

(912)721–4160

Kelley.d@tandh.com

10. Terms used in this Bid which are defined in the General Conditions or Instructions will have the meanings indicated in the General Conditions of Instructions.

SUBMITTED 2024.

CONTRACTOR'S NAME

ADDRESS:

BY:

State Contractor License No.

UTILITY OWNER SERVICE

BRYAN COUNTY WATER

BRYAN COUNTY SEWER

ATLANTA GAS LIGHT NATURAL GAS

CLEARWAVE FIBER FIBER

COASTAL ELECTRIC POWER

COMCAST FIBER

CONCRETE - DRIVEWAY CONRETE, 8 IN THICK

GRADED AGGREGATE BASE 6 IN

CONC. 19 MM SUPERPAVE, GP1 OR 2 INCL BITUM MATL & H LIME,

GP2 ONLY, INCL BITUM MATL & H LIME, 220 LB,SY RECYCLED ASPHALT

ASPHALT - 165 LB/SY RECYCLED ASPHALT CONC., 12.5 MM SUPERPAVE,

COMMERCIAL:

CONCRETE - DRIVEWAY CONCRETE, 6 IN THICK

GP2 ONLY, INCL BITUM MATL & H LIME, GRADED AGGREGATE BASE 6 IN

ASPHALT - 15 LB/SY RECYCLED ASPHALT CONC., 12.5 MM SUPERPAVE,

RESIDENTIAL:

CONSTRUCTED USING:

AND/OR NUMBER OF DRIVES TO BE CONSTRUCTED. DRIVES SHALL BE

THE ENGINEER PRIOR TO MAKING ANY REVISIONS TO LOCATION, WIDTH,

AVAILABLE DATA: THE CONTRACTOR SHALL OBTAIN THE APPROVAL FROM

PLANS. EXISTING DRIVEWAY LOCATIONS ARE SHOWN FROM THE BEST

DRIVES SHALL BE 24 FEET WIDE UNLESS NOTED OTHERWISE IN THE

AT THE THROAT UNLESS NOTED OTHERWISE IN THE PLANS. COMMERCIAL

EARTH/GRAVEL DRIVES. RESIDENTIAL DRIVES SHALL BE 14 FEET WIDE

FOR ASHPALT, CONCRETE FOR CONCRETE, AND ASPHALT FOR

GREATER. ALL DRIVEWAYS SHALL BE REPLACED AS FOLLOWS ASHPALT

BACK TO THE TIE IN POINT OR REQUIRED RIGHT OF WAY, WHICHEVER IS

41. ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED WILL BE PAVED

THE COST OF THE CONCRETE PAY ITEM.

40. THE INSIGNIA RED #30152 COLOR USED IS TO BE INCLUDED IN

CONTROL.

MESSAGE SIGNS IS TO BE INCLUDED IN THE OVERALL BID FOR TRAFFIC

CHANGEABLE MESSAGE SIGNS. THE COST OF THE PORTABLE CHANGEABLE

THE TRAVELING PUBLIC OF THE UPCOMING CHANGE USING PORTABLE

CONTRACTOR SHALL INFORM GDOT (AT ROUNDABOUTS@DOT.GA.GOV) AND

39. TWO (2) WEEKS PRIOR TO OPENING OF THE ROUNDABOUTS, THE

PAID FOR UNDER THE BID ITEM "LANDSCAPING".

TRANSPORTATION STANDARDS AND DETAIL RA-1. THIS WORK SHALL BE

38. ROUNDABOUT LANDSCAPING SHALL FOLLOW GEORGIA DEPARTMENT OF

HARMED DURING CONSTRUCTION IN ANY WAY.

BALL OF THE TREE. TREES MARKED FOR PRESERVATION ARE NOT TO BE

ACTIVITIES WITHIN THE DRIP LINE IN ORDER TO PROTECT THE ROOT

EXERCISE CARE WHEN CONDUCTING CONSTRUCTION OR DEMOLITION

ORANGE BARRIER FENCE AS SHOWN IN THE PLANS. THE CONTRACTOR WILL

37. TREES MARKED FOR PRESERVATION ARE TO BE MARKED OFF WITH

COOPERATIVE WHEN INSTALLING LIGHTING ON THE PROJECT.

36. CONTRACTOR SHALL COORDINATE WITH COASTAL ELECTRIC

COORDINATED WITH BRYAN COUNTY AND GDOT DISTRICT 5.

FROM 4:30P.M. TO 6:00P.M. ALL LANE CLOSURES ARE TO BE

35. LANE CLOSURES ARE PROHIBITED FROM 7:00A.M. TO 8:30A.M., AND

CLOSURES WITH THE ENGINEER, BRYAN COUNTY, AND GDOT COORDINATOR.

THE LUMP SUM BID FOR TRAFFIC CONTROL. COORDINATE PROJECT LANE

INCLUDE ANY TEMPORARY PAVEMENT REQUIRED TO STAGE THE JOB IN

IN LUMP SUM BID FOR TRAFFIC CONTROL. THE CONTRACTOR SHALL

MATERIALS (INCLUDING POTENTIAL ROAD DETOURS) SHALL BE INCLUDED

FROM GDOT, PRIOR TO CONSTRUCTION. ALL SIGNS AND NECESSARY

TO BRYAN COUNTY AND THE ENGINEER FOR APPROVAL, WITH CONCURENCE

34. CONSTRACTOR SHALL SUBMIT TRAFFIC CONTROL AND STAGING PLANS

COUNTY AND THE ENGINEER IMMEDIATELY.

SHOWN ON THE CONSTRUCTION PLANS, CONTRACTOR SHALL NOTIFY BRYAN

33. IF ANY UTILITIES ARE LOCATED IN THE FIELD THAT ARE NOT

CONTROL.

OF THE JOB SHALL BE INCLUDED IN THE LUMP SUM BID FOR TRAFFIC

32. ANY TEMORARY PAVING REQUIRED TO FACILITATE THE CONSTRUCTION

CONSTRUCTION.

ANY POTENTIAL UNSUITABLE MATERIAL BE ENCOUNTERED DURING

31. CONTRACTOR SHALL NOTIFY BRYAN COUNTY AND ENGINEER SHOULD

CROSSING ARE NECESSARY.

AND THE TOPS OF PROPOSED RELOCATED WATER MAINS WHERE VERTICAL

CLEARANCE SEPARATION BETWEEN THE BOTTOM OF PROPOSED STORM PIPES

30. CONTRACTOR TO MAINTAIN A MINIMUM OF 18" OF VERTICAL

PRIOR TO CONSTRUCTION.

UTILITIES. AND SHALL COORDINATE WITH THE LOCAL UTILITY COMPANY

UTILITIES ONLY IF NECESSARY FOR THE PROTECTION OF THE

AND SEWER MAINS, CONTRACTPR TO REMOVE AND REPLACE EXISTING

EXISTING UTILITIES. INCLUDING EXISTING WATER MAINS, GAS LINES,

29. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL

28. THIS PROJECT WILL NOT INCLUDE ASPHALT INDEXING.

PRIOR TO CONSTRUCTION.

COORDINATE WITH BRYAN COUNTY AND UTILITY OWNER A MINIMUM OF 72

27. ALL EXISTING GAS LINES ARE ACTIVE. CONTRACTOR TO

HOURS PRIOR TO CONSTRUCTION.

OF EXISTING WATER MAINS USING EXISTING VALVES A MINIMUM IF 72

COORDINATE WITH BRYAN COUNTY TO SCHEDULE SHUT DOWN OF SECTIONS

26. ALL EXISTING WATER MAINS ARE ACTIVE. CONTRACTOR TO

DISTRICT'S FIELD MANUAL (THE GREEN BOOK).

WITH THE STATE OF GEORGIA SOIL AND WATER CONSERVATION

EROSION CONTROL PRACTICES SHALL BE IMPLEMENTED IN ACCORDANCE

EROSION CONTROL PRACTICES ONCE CONSTRUCTION IS COMPLETE. ALL

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND REMOVING

UNPAVED AREAS, CONSTRUCTION ACCESS AND STORM WATER MONITORING.

PROTECTION, SILT FENCE INSTALLATION AS NEEDED, GRASSING IN

PRACTICES. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, INLET

25. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL

PARCEL 5.

COUNTY AND THE ENGINEER FOR THE LOCATION OF NEW DRIVEWAY FOR

ON ANY PROPOSED DISTURBANCE TO ACCESS. COORDINATE WITH BRYAN

CONSTRUCTION. COORDINATE WITH PROPERTY OWNERS AND BRYAN COUNTY

24. MAINTAIN ACCESS TO THE PROPERTIES AT ALL TIMES DURING

IN EASEMENTS.

23. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF DAMAGED ITEMS

BETTER AFTER CONSTRUCTION IS COMPLETED.

22. RESTORE TEMPORARY EASEMENTS AREA TO EXISTING CONDITIONS OR

THE PLANS.

21. UTILIZE CLASS V REINFORCED CONCRETE PIPE WHERE NOTED IN

INSTALLCONDUIT/EQUIPMENT.

PRIOR TO ANY NEW PAVING. NO NEW PAVING SHALL BE CUT TO

20. ALL CONDUIT WHICH IS RUN UNDER ROADWAY SHALL BE INSTALLED

ITEM IS TO BE INCLUDED WITH THE COST OF THE CONDUIT.

GALVANIZED PULL WIRE IN EACH EMPTY CONDUIT. THE COST OF THIS

19. THE CONTRACTOR SHALL INSTALL A NYLON PULL CORD OR

WITHIN THE RIGHT OF WAY.

ON THE DRAWING ARE DIAGRAMMATIC. CONTRACTOR SHALL INSTALL THEM

18. ALL CONDUIT AND ELECTRICAL JUNCTION BOXES (EJB) PLACEMENTT

EARTH AT A DEPTH OF NOT LESS THAN 24".

INSTALLED UNDERNEATH ROADWAYS AND DRIVES SHALL BE BUIRIED IN

17. ALL UNDERGROUND CONDUIT SHALL BE SCH 40 PVC. CONDUIT

PROCEDURES SHALL FOLLOW GDOT STANDARD SPECIFICATIONS.

BE PAID FOR IN OVERALL COST OF BID. TESTING FREQUENCY AND

OF ALL REQUIRED QUALITY TESTING SERVICES. COST OF TESTING SHALL

16. CONTRACTOR SHALL BE RESPONSIBLE FOR EMPLOYMENT AND PAYMENT

CUT/FILL LIMITS WILL BE CUT FLUSH WITH EXISTING GROUND.

BE ALLOWED OUTSIDE OF CUT/FILL LIMITS. ALL STUMPS OUTSIDE

EXCEPTION OF TREES MARKED FOR PRESERVATION. NO GRUBBING WILL

BELFAST KELLER ROAD, OAK LEVEL ROAD, AND SR 144, WITH THE

15. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE RIGHT OF WAY ALONG

COMPLETE.

SPECIFICATIONS AND WILL BE INCLUDED IN PRICE BID FOR GRADING

ACCORDANCE WITH SECTION 411 OF THE GEORGIA STANDARD

REQUIRED, SAW CUT OF EXISTING PAVEMENT WILL BE REQUIRED IN

14. IN AREAS WHERE NEW PAVEMENT OR PAVEMENT WIDENING IS

DURING THE CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITIES

ARE BASED ON INFORMATION OBTAINED FROM UTILITY COMPANIES.

13. THIS IS NOT A SUE UTILITY LOCATION PROJECT. UTILITIES SHOWN

THAT WILL BE REMOVED OR DESTROYED TO ALLOW FOR CONSTRUCTION.

TREES WITHIN THE CONSTRUCTION LIMITS OR LIMITS OF DISTURBANCE

TREES TO REMAIN IN THE RIGHT OF WAY. THIS DOES NOT APPLY TO

TRAILER PLACEMENT, ETC.) OCCUR UNDER THE DRIP LINE OF EXISTING

VEHICULAR USE, BORROW OR WASTE ACTIVITIES, SEDIMENT BASINS,

ACTIVITIES (SUCH AS THE USE OF EASEMENTS, STAGING,CONSTRUCTION,

12. THE CONTRACTOR SHALL ENSURE THAT NO CONSTRUCTION-RELATED

FOREST SERVICE SOUTHERN RESEARCH STATION FOR REFERENCE.

PLANTS IN SOUTHERN FORESTS' GTR SRS-131, PRODUCED BY THE USDA

TREE - PAULOWNIA TMENTOSA SEE 'A MANAGEMENT GUIDE FOR INVASIVE

BROUSSONETIA PAYRIFERA CHINABERRY - MELIA AZEDARACH PRINCESS

ALTISSIMA WHITE MULBERRY - MORUS ALBA PAPER MULBERRY -

MIMOSA- ALBIZIA JULIBRISSIN TREE OF HEAVEN - AILANTHUS

PROTECTION AND SHOULD BE REMOVED IF POSSIBLE. THESE INCLUDE:

11. INVASIVE OR UNDESIRABLE SPECIES DO NOT QUALIFY FOR ANY

INVASIVE PEST PLANTS.

SERVICE SOUTHERN RESEARCH STATION FOR REFERENCE ON SPECIFIC

SOUTHERN FORESTS' GTR SRS-131, PRODUCED BY THE USDA FOREST

201.3.05.A. SEE 'A MANAGEMENT GUIDE FOR INVASIVE PLANTS IN

SPECIFICATION SECTION 201-CLEARING AND GRUBBING RIGHT OF WAY,

10. INCLUDE ERADICATION OF INVASIVE SPECIES IF ENCOUTERED PER

ITEMS. COST WILL BE INCLUDED IN OVERALL BID SUBMITTED.

9. NO SEPARATE PAYMENT WILL BE MADE FOR TEMPORARY DRAINAGE

DRAINS AND BOX CULVERTS.

8. FOUNDATION BACKFILL MATERIAL TP II WILL BE USED AT ALL CROSS

CONSTRUCTION DEBRIS AT NO ADDITIONAL COST TO THE PROJECT.

SHOWN IN GA. SPECIFICATION 201 TO DISPOSE OF EXISTING BRIDGE /

CONTRACTOR SHALL PROVIDE AN ENVIRONMETALLY APPROVED SITE AS

CONSTRUCTION DEBRIS WITHIN THE PROJECT'S LIMITS. THE

7. THERE IS NO KNOWN SUTIBLE PLACE TO BURY EXISTING BRIDGE/

INCLUDED IN THE PRICE BID FOR GRADING COMPLETE.

EXISTING PAVEMENT REMOVAL AND PREPARATION, SHALL ALSO BE

JOINTS ASSOCIATED WITH SHOULDER REMOVAL, AS WELL AS ALL OTHER

IN THE PRICE BID FOR GRADING COMPLETE. SAWED LONGITUDINAL

TO BE CONSTRUCTED SHALL BE REMOVED. REMOVAL SHALL BE INCLUDED

6. EXISTING PAVED SHOULDERS WHERE NEW TRAVEL OR TURN LANES ARE

COMPLETE.

STRUCTURES SHALL BE INCLUDED IN THE PRICE BID FOR GRADING

ALL COSTS ASSOCIATED WITH THE REMOVAL OF THESE PIPES AND

CONSTRUCTION LIMITS ARE TO BE REMOVED UNLESS OTHERWISE NOTED.

5. ALL EXISTING PIPES AND STRUCTURES WITHIN THE PROPOSED

INFORMATION.

STANDARD SPECIFICATION AND SUPPLEMENTS THERETO FOR ADDITIONAL

LANDFILL OR IN AN ENGINEERED FILL. SEE SECTION 201 OF THE

PERMITTED SOLID WASTE FACILITY, A PERMITTED INERT WASTE

OUTSIDE THE PROJECT RIGHT OF WAY SHALL BE PLACED IN EITHER A

OCCURRING IN THEM. ALL COMMON FILL OR EXCESS MATERIAL DISPOSED

ENVIRONMENTALLY APPROVED PRIOR TO CONSTRUCTION ACTIVITIES

4. ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE

FOR PIPE ON THE PROJECT.

WRAPPING PIPE JOINTS SHALL BE INCLUDED IN THE OVERALL COST

MINIMUM OVERLAP. EQUIVALENT TO MIRAFI 14ON. THE COST FOR

OF FILTER FABRIC, 4'-0" WIDE. CENTERED ON JOINT WITH A 1'-0"

3. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED WITH TWO LAYERS

THE COST FOR PIPE ON THE PROJECT.

TO THE COST OF THE PROJECT AND THE COST SHALL BE INCLUDED IN

(EXISTING AND PROPOSED) SHALL BE CONSIDERED INCIDENTAL

THE FLUSHING AND CLEANING OF DROP INLETS, CULVERTS AND PIPES

COMPLETION OF CONSTRUCTION TO REMOVE ANY SILT AND DEBRIS.

2. CONTRACTOR IS TO FLUSH ALL RETAINED INLETS AND PIPE AT THE

FOR THIS PROJECT.

PROJECT IS MORE THAN 1.0 ACRE, A NOTICE OF INTENT IS REQUIRED

1. SINCE THE PROJECT DISTURBED AREA ASSOCIATED WITH THIS

GENERAL NOTES

04-0001

COMPACT ROUNDABOUT

SR 144/ OAK LEVEL ROAD

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

9/19/2024 arce.r

GPLOT-ORD

gplotborder-ORD.tbl

2769153_04.dgn

1:03:57 PM

GPLN-CE

www.thomasandhutton.com

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

9/5/2024

9/19/2024

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