Belfast Keller Road I_95 to Cranston Bluff _ .pdf

Z:\27691\27691.0083\Documents\Construction\Bid\Addenda\Addendum #1 Addendum # 1 Dated October 10, 2024

BELFAST KELLER ROAD IMPROVEMENTS

FROM INTERSTATE 95 TO CRANSTON BLUFF ROAD

PREPARED FOR:

BRYAN COUNTY BOARD OF COMMISSIONERS

T&H PROJECT NO.

J–27691.0083

ADDENDUM NO. 1 October 10, 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 I – QUESTIONS AND CLARIFICATIONS:

A. QUESTIONS:

1. Question: Will this project utilize the GDOT Asphalt Cement Index, or will it be a Non-

Indexed Project?

Answer: The project will not utilize the GDOT Asphalt Cement Index, thus it will be a

Non-Index project.

2. Question: Are there any Staging Plans for how you want the project to be constructed?

Answer: The are no staging plans for the project; however, as per General Note 35, the contractor shall submit Traffic Control and Staging Plans to Bryan County and the Engineer for approval prior to the start of construction. In addition, these plans should be submittal sufficiently ahead of the start of construction to allow for adequate review and approval by Bryan County and the Engineer.

3. Question: Do you have any Utility Relocation Schedules/Durations for scope of work that is not included in this project?

Answer: The Electrical will be relocated outside of the proposed ROW. Gas will be relocated within the proposed ROW and currently has been permitted. A relocation schedule has been requested from utilities and will be provided when/if received prior to bid. Relocations will not take place prior to construction commencement.

4. Question: Typically, GDOT will use 12.5mm Polymer for the final surface within the limits of Roundabouts, your typical sections only show 12.5mm. Are you sure you don’t want to go with 12.5mm Polymer?

Answer: Yes, the surface pavement will be as specified in the typical section and in the bid form and will not use the polymer.

5. Question: What is the Expected Notice to Proceed Date for this project?

Answer: The Expected Date of Notice to Proceed is January 2025.

BELFAST KELLER ROAD FROM I–95 TO CRANSTON BLUFF ROAD ADDENDUM #1

Z:\27691\27691.0083\Documents\Construction\Bid\Addenda\Addendum #1 Addendum # 1 Dated October 10, 2024

6. Question: The Drainage Profiles in the plans do not seem to match the storm drain shown on the plan view, could you please provide all of the Drainage Profiles for the storm drain pipe shown on the plan view?

Answer: Project adjustments resulted in drainage changes. The plan sheets have been updated, and profiles will be updated in Addendum No. 2.

7. Question: The Drainage Profiles in the plans do not seem to match the storm drain shown on the plan view, could you please provide all of the Drainage Profiles for the storm drain pipe shown on the plan view?

Answer: See answer to question 6.

8. Question: Typical section #2 shows the truck apron and circulatory lanes for the roundabout at the I-95 ramps as new construction. However, plan sheet 13-0002 appears to show that the existing travel lanes & the majority of the existing truck apron is to be retained. Please clarify if the existing truck apron and circulatory travel lanes will be removed and reconstructed as part of this job.

Answer: The Typical Sections have been revised. A portion of the truck apron will be removed and reconstructed.

9. Question: The tuck aprons are shown as 9” Class 3 Paving with Insignia Red color and stamped. The 9” Class 3 paving is used for the concrete travel lanes, which is not colored or stamped. Since these scopes of work will have different unit prices, please add a separate bid item for the truck apron (Class 3 Conc Paving, 9”, Colored & Stamped).

Answer: The truck apron will be paid under 9” Class 3 Conc.

10. Question: Would it be possible to get the CAD Files for this project now so that we can use them to determine the Grading on the project? With this being grading complete – 1 lump sum we need to know as much as possible about the earthwork volumes in order to price the work. The CAD Files will provide what we need.

Answer: Yes, files for earthwork can be provided. Interested parties may request files for earthwork calculations.

11. Question: Can you please confirm that you want Thermoplastic Rumble Strips installed for this project?

Answer: Rumble strips should be installed per detail T-19. The bid form has been updated to incorporate the pay item for rumble strips.

12. Question: Class 1 concrete paving (Section 431) requires an on-site concrete plant and is usually used for larger projects (greater than 50,000 SY). Based on the small quantity on this project (1,000 SY), please change this paving to Class 3 (Section

439).

Answer: Concrete paving items have been updated in the bid form.

PART II – CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS

The Proposal Documents shall be changed in the following respects:

SECTION 00313 – BID FORM

Revised and added items.

BELFAST KELLER ROAD FROM I–95 TO CRANSTON BLUFF ROAD ADDENDUM #1

Z:\27691\27691.0083\Documents\Construction\Bid\Addenda\Addendum #1 Addendum # 1 Dated October 10, 2024

PART III – DRAWINGS

1. The plan sheets have been updated. Delete and replace the corresponding plan sheets with the attached:

• Sheet 04-0001

• 05 Series

• 13 Series

• 23 Series

• 25 Series

• 26 Series

All refenced documents are incorporated and made a part of the Specifications for the Project

Belfast Keller Road from I–95 To Cranston Bluff Road.

All other aspects of the project remain unchanged.

THOMAS & HUTTON

Doyle Kelley, P.E.

Project Manager

End of ADDENDUM NO. 1

00313 – 1

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #1 dated 10/10/2024

DOCUMENT 00313

BID FORM

PROJECT IDENTIFICATION: BELFAST KELLER ROAD IMPROVEMENTS FROM

INTERSTATE 95 TO CRANSTON BLUFF ROAD

CONTRACT IDENTIFICATION

AND NUMBER: J –27691.0083

THIS BID IS SUBMITTED TO: Bryan County

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 October 10,2024

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 to all federal, state, and local Laws and

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

Work.

00313 – 2

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #1 dated 10/10/2024

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

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):

00313 – 3

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #1 dated 10/10/2024

BELFAST KELLER ROAD IMPROVEMENTS FROM INTERSTATE 95 TO CRANSTON BLUFF

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 50 ac $ –

163-0240 Mulch 460 tn $ –

163-0301 Construct and Remove Construction

Exits 4 ea $ –

163-0550 Construct and Remove Inlet Sediment

Trap 265 ea $ –

165-0010 Maintenance of Temporary Silt Fence, Type A 12,600 lf $ –

165-0030 Maintenance of Temporary Silt Fence, Type C 5,000 lf $ –

165-0101 Maintenance of Construction Exits 4 ea $ –

165-0105 Maintenance of Inlet Sediment Traps 265 ea $ –

167-1000 Water Quality Monitoring and Sampling 4 ea $ –

167-1500 Water Quality Inspections 18 mo $ –

171-0010 Temporary Silt Fence, Type A 12,600 lf $ –

171-0030 Temporary Silt Fence, Type C 5,000 lf $ –

205-0001 Unclassified Excavation 3,500 cy $ –

207-0203 Found Bkfill Matl, Tp 2 1,500 cy $ –

210-0100 Grading Complete 1 ls $ –

310-5120 Gr Aggr Base Crs, 12 Inch, Incl Material 41,100 sy $ –

402-1812 Recycled Asph Conc Leveling, Inc Bitum

Matl & H Lime 7,500 tn $ –

402-3121 Asph Conc 25 mm Superpave, GP 1 or 2

, Incl Bitum Matl & H Lime (3.5") 10,800 tn $ –

402-3130 Aph Conc 12.5 MM Superpave, GP 2

Only, Incl Bitum Matl & H Lime (2") 6,400 tn $ –

402-3190 Asph Conc 19mm Superpave, GP 1 or 2, Incl Bitum Matl & H Lime (2" & 3") 6,800 tn $ –

413-0750 Tack Coat 7,500 gl $ –

415-5000

Asphaltic Concrete Open Graded

Crack Relief Interlayer, GP2 Only, Incl

Bitum Matl & H Lime (1")

1,100 tn $ –

432-5010 Mill Asph Conc Pvmt, Variable Depth 19,300 sy $ –

439-0018 Plain PC Conc Pvmt, CL 3 Conc, 8 Inch

Thk 1,000 sy $ –

439-0020 Plain PC Conc Pvmt, CL 3 Conc, 9 Inch

Thk 1,500 sy $ –

441-0104 Conc Sidewalk, 4 In 5,500 sy $ –

441-0740 Concrete Median, 4 In 1,830 sy $ –

441-0748 Concrete Median, 6 In 300 sy $ –

00313 – 4

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #1 dated 10/10/2024

BELFAST KELLER ROAD IMPROVEMENTS FROM INTERSTATE 95 TO CRANSTON BLUFF

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

441-5008 Concrete Header Curb, 6 In, TP 7 400 lf $ –

441-5025 Concrete Header Curb, 4 In, TP 9 600 lf $ –

441-6222 Conc Curb & Gutter, 8in X 30in, TP 2 15,400 lf $ –

441-6740 Conc Curb & Gutter, 8in X 30in, TP 7 14,600 lf $ –

446-1100 Pvmt Reinf Fabric Strips, TP2, 18 Inch

Width 7,000 lf $ –

500-3201 Class B Concrete, Retaining Wall 45 cy $ –

500-3900 Class B Concrete, Incl Reinf Steel 20 cy $ –

500-9999 Class B Conc, Base or Pvmt Widening 100 cy $ –

550-2180 Side Drain Pipe, 18 In, H 1-10 200 lf $ –

550-4118 FlaredEnd Section 18 In, Side Drain 10 ea $ –

550-4218 FlaredEnd Section 18 In, Storm Drain 28 ea $ –

550-4224 FlaredEnd Section 24 In, Storm Drain 17 ea $ –

550-5180 Storm Drain Pipe, 18 In, Class III 7,380 lf $ –

550-5183 Storm Drain Pipe, 18 In, Class V 50 lf $ –

550-5240 Storm Drain Pipe, 24 In, Class III 1,525 lf $ –

550-5243 Storm Drain Pipe, 24 In, Class V 700 lf $ –

550-5423 Storm Drain Pipe, 42 In, Class V 550 lf $ –

603-2181 Stn Dumped Rip Rap, TP3, 18 In 450 sy $ –

603-7000 Plastic Filter Fabric 450 sy $ –

611-4003 Reconstruct Misc Drainage Structure 4 ea $ –

634-1200 Right Of Way Markers 62 ea $ –

636-1033 Highway Signs, TP1 Matl, Refl Sheeting, TP9

220 sf $ –

636-1036 Highway Signs, TP1 Matl, Refl Sheeting, TP11

410 sf $ –

636-1077 Highway Signs, Alum Extruded Panels, Refl Sheeting, TP 9 130 sf $ –

636-2070 Galv Steel Posts, TP7 1,040 lf $ –

636-2080 Galv Steel Posts, TP8 135 lf $ –

636-2090 Galv Steel Posts, TP9 355 lf $ –

636-3010 Ground-Mounted Breakaway Sign

Support 9 ea $ –

639-3014 Steel Strain Pole, Type IV, Incl Luminaire

Arm 8 ea $ –

641-1200 Guardrail, TP W 200 lf $ –

641-5001 Guardrail Anchorage, TP 1 4 ea $ –

653-0110 Thermoplastic Pvmt Marking, Arrow, TP 1 10 ea $ –

653-0120 Thermoplastic Pvmt Marking, Arrow, TP 2 56 ea $ –

653-0130 Thermoplastic Pvmt Marking, Arrow, TP 3 1 ea $ –

653-0132 Thermoplastic Pvmt Marking, Arrow, TP

3A 1 ea $ –

653-0296 Thermoplastic Pvmt Marking, Word, TP 15 8 ea $ –

653-1501 Thermoplastic Solid Traf Stripe, 5in, White 22,100 lf $ –

00313 – 5

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #1 dated 10/10/2024

BELFAST KELLER ROAD IMPROVEMENTS FROM INTERSTATE 95 TO CRANSTON BLUFF

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

653-1502 Thermoplastic Solid Traf Stripe, 5in, Yellow 600 lf $ –

653-1704 Thermoplastic Solid Traf Stripe, 24in, White 310 lf $ –

653-1804 Thermoplastic Solid Traf Stripe, 8 In, White 5,540 lf $ –

653-1906 Thermoplastic Solid Traf Stripe, 6 In, White 3,350 lf $ –

653-3501 Thermoplastic Skip Traf Stripe, 5 In, White 17,700 glf $ –

653-4503 Thermoplastic Skip Traf Stripe, 6 In, White 60 glf $ –

653-4830 Thermoplastic Skip Traf Stripe, 18 In, White 160 glf $ –

653-6004 Thermoplastic Traf Striping, White 1,250 sy $ –

653-6006 Thermoplastic Traf Striping, Yellow 100 sy $ –

654-1003 Raised Pvmt Markers TP3 350 ea $ –

655-6030 Preformed Plastic Pvmt Mkg Arrow, Contrast (Black-White), TP 3 2 ea $ –

657-5535 Preformed Plastic Pvmt Mkg Arrow, Contrast (Black-White), TP 3A 2 ea $ –

657-1085 Preformed Plastic Solid Pvmt Mkg, 8 In, Contrast (Black-White), TP PB 1,500 lf $ –

657-1110 Preformed Plastic Solid Pvmt Mkg, 11 In, Contrast (Black-White), TP PB 850 lf $ –

657-3085 Preformed Plastic Skip Pvmt Mkg, 8 In, Contrast (Black-White), TP PB 200 glf $ –

657-4998 Preformed Plastic Pavement Marking, Contrast (Black-White), TP PB 1,800 sy $ –

667-1000 Signal Installation No- 1 (Access

1/Access2) 1 ls $ –

667-1000 Signal Installation No- 2 (US 278 & Great

Ogeechee PkwyAccess3) 1 ls $ –

668-1100 Catch Basin, GP 1 79 ea $ –

668-1110 Catch Basin, GP 1, Addl Depth 20 lf $ –

668-2100 Drop Inlet, GP 1 34 ea $ –

668-2110 Drop Inlet, GP 1, Addl Depth 20 lf $ –

668-2200 Drop Inlet, GP 2 5 ea $ –

668-2210 Drop Inlet, GP 2, Addl Depth 20 lf $ –

668-7018 Drain Inlet, 18 In 4 ea $ –

680-6140 Luminaire, TP4, LED 8 ea $ –

682-2120 Pull Box, Type 2 20 ea $ –

682-2130 Pull Box, Type 3 8 ea $ –

682-2150 Pull Box, Type 5 2 ea $ –

682-6219 Conduit, Nonmetl, TP 2, 1 In 200 lf $ –

682-6222 Conduit, Nonmetl, TP 2, 2 In 160 lf $ –

682-6233 Conduit, Nonmetl, TP 3, 2 In 1,710 lf $ –

682-9950 Directional Bore- Signal No 1 100 lf $ –

00313 – 6

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #1 dated 10/10/2024

BELFAST KELLER ROAD IMPROVEMENTS FROM INTERSTATE 95 TO CRANSTON BLUFF

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

682-9950 Directional Bore- Signal No 2 90 lf $ –

700-6910 Permanent Grassing 19.00 ac $ –

700-7000 Agricultural Lime 75.00 tn $ –

700-8000 Fertilizer Mixed Grade 23.00 tn $ –

700-8100 Fertilizer Nitrogen Content 940 lb $ –

1001 Landscaping 1 ls $ –

1005 Lighting 1 ls $ –

1010 Handrail 1 ls $ –

TOTAL

PROJECT

TOTAL BID:

and _____ /100 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 in the area from Sta. 172+29.00 to 206+42.14 shall be substantially complete by September 1, 2025. The remainder of the project shall be substantially complete by July 1, 2026 and completed and ready for final payment by August 15, 2026.

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:

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.

00313 – 7

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #1 dated 10/10/2024

9. Communications concerning this Bid shall be addressed to:

Doyle D. Kelley, PE

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.

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 LUMP SUM BID FOR GRADING COMPLETE.

EXISTING PAVEMENT REMOVAL AND PREPARATION, SHALL ALSO BE

JOINTS ASSOCIATED WITH SHOULDER REMOVAL, AS WELL AS ALL OTHER

IN THE LUMP SUM 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 LUMP SUM 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

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

COMPANY PRIOR TO CONSTRUCTION.

OF THE UTILITIES. AND SHALL COORDINATE WITH THE LOCAL UTILITY

IMPACT EXISTING UTILITIES ONLY IF NECESSARY FOR THE PROTECTION

MAINS, GAS LINES, AND SEWER MAINS, CONTRACTPR TO REMOVE AND

EXISTING UTILITIES. INCLUDING EXISTING POWER LINES, WATER

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

INTERRUPTIONS.

COORDINATE WITH CITY OF RICHMOND HILL REGARDING SERVICE

26. ALL EXISTING WATER & SEWER 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

BRYAN COUNTY ON ANY PROPOSED DISTURBANCE TO ACCESS.

TIMES DURING CONSTRUCTION. COORDINATE WITH PROPERTY OWNERS AND

24. MAINTAIN ACCESS TO THE PROPERTIES AND SIDE ROADS AT ALL

IN EASEMENTS THAT WERE LABELED TO REMAIN.

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

WILL BE CUT FLUSH WITH EXISTING GROUND.

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

BELFAST KELLER ROAD & SIDE ROADS. NO GRUBBING WILL BE ALLOWED

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

AND GRUBBING.

SPECIFICATIONS AND WILL BE INCLUDED IN PRICE BID FOR CLEARING

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

REPORT.CONTRACTOR MAY EVALUATE NATIVE SOIL FOR CONFORMITY.

CONFORMITY TO TESTING AND SPECIFICATIONS IN GEOTECHNICAL

INFORMATIONAL PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE FOR

39. GEOTECHNICAL REPORT PROVIDED TO CONTRACTOR FOR

COASTAL ELECTRIC COOPERATIVE DURING CONSTRUCTION.

ARE THE RESPONSIBILITY OF THE CONTRACTOR. COORDINATE WITH

ALL OTHER LIGHTING INSTALLATIONS OR RELOCATIONS ON THE PROJECT

INSTALLED BY COASTAL ELECTRIC COOPERATIVE.

38. LIGHTING IN THE AREA OF STA. 174+00 TO STA. 182+00 WILL BE

REPRESENTATIVE.

THIS BID ITEM IS ONLY TO BE USED AFTER APPROVAL FROM OWNER

UNSUITABLE MATERIALS THAT MAY BE ENCOUNTERED ON THE PROJECT.

THIS ITEM IS TO COVER THE REMOVAL AND REPLACEMENT OF

37. PAY ITEM "UNCLASSIFIED EXCAVATION" INCLUDED IN BID FORM.

INFORMATIONAL PURPOSES ONLY.

36. GEOTECHNICAL REPORT INCLUDED IN SPECIFICATIONS FOR

35. LANE CLOSURES ARE PROHIBITED BETWEEN 7 A.M. AND 8:30 A.M.

TRAFFIC CONTROL.

PAVEMENT REQUIRED TO STAGE THE JOB IN THE LUMP SUM BID FOR

TRAFFIC CONTROL. THE CONTRACTOR SHALL INCLUDE ANY TEMPORARY

POTENTIAL ROAD DETOURS) SHALL BE INCLUDED IN LUMP SUM BID FOR

CONSTRUCTION. ALL SIGNS AND NECESSARY MATERIALS (INCLUDING

TO BRYAN COUNTY AND THE ENGINEER FOR APPROVAL PRIOR TO

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

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 - 165 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

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

TO BE INCLUDED IN THE COST OF THE CONCRETE PAY ITEM.

42. THE INSIGNIA RED #31136 COLOR USED FOR THE TRUCK APRON IS

OVERALL BID FOR TRAFFIC CONTROL.

THE PORTABLE CHANGEABLE MESSAGE SIGNS IS TO BE INCLUDED IN THE

CHANGE USING PORTABLE CHANGEABLE MESSAGE SIGNS. THE COST OF

CONTRACTOR SHALL INFORM THE TRAVELING PUBLIC OF THE UPCOMING

41. 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

40. ROUNDABOUT LANDSCAPING SHALL FOLLOW GEORGIA DEPARTMENT OF

UTILITY OWNER SERVICE

CITY OF RICHMOND HILL WATER

CITY OF RICHMOND HILL SEWER

ATLANTA GAS LIGHT NATURAL GAS

CLEARWAVE FIBER FIBER

COASTAL ELECTRIC POWER

COMCAST FIBER

BRIGHT SPEED FIBER

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

10/10/2024 arce.r

GPLOT-ORD

gplotborder-ORD-PO.tbl

0027691_4.dgn

8:38:53 AM

GPLN-CE

0001-04

BELFAST KELLER ROAD

I-95 TO CRANSTON BLUFF

GENERAL NOTES

www.thomasandhutton.com

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

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

IO

N

A

B

C

D

E

F

G

H

I

J

K

L

M

O

P

Q

N

PLAIN PC CONC PVMT, CL 3 CONC. 8 INCH THICK

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

GRASSED MEDIAN/ SHOULDER

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

PLAIN PC CONC PVMT, CL 3 CONC, 9 INCH THK

PLAIN PC CONC PVMT, CL 3 CONC, 9 IN THK (COLORED INSIGNIA RED # 31136 AND STAMPED)

CONCRETE HEADER CURB , 4 IN, TP 9

CONCRETE HEADER CURB , 6 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 2

CONC SIDEWALK, 4 IN

1" OPEN GRADED INTERLAYER (OG1)

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 12 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 385 LB/SY

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 220 LB/SY

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM & H LIME - 220 LB/SY

REQUIRED PAVEMENT

R

S

CL

Profile Grade

2%

4% 4%

2:1 MAX

2:

MAX

2:

MAX

2:1 MAX

Sidewalk

Shoulder

2%

G H

I

R

D

2%2%

2'-6"

2'-6"

4'0"

2'-0"

24'-0" to 10'-0" 0'-6" to 14'-0"

Varies

Travel Lane

0'-0" to 24'-2"

2%

R

D

2'-6" 2'-6"

I I

0'-0" to 14'-5"

Slip Lane

12'-0" to 23'-4"

VARIES

Varies

8'-0" 2'-0"

16'-0"

PAY LIMITS FOR GAB

PAY LIMITS FOR GAB

Q

Varies

Median

Raised Concrete

Varies

Median

Raised Grassed

Varies

TURN LANE

INCLUDED IN LUMP SUM BID FOR GRADING COMPLETE.

EXISTING PAVEMENT UNDER MEDIAN AREAS SHALL BE REMOVED. COST4.

FOR GRADING COMPLETE.

THE EXISTING PAVEMENT. COST INCLUDED IN OVERALL COST

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 3.

OF NORMAL CROWN AND S.E. SECTIONS.

SUPERELEVATION RATES AND TRANSITIONS, AND LOCATIONS

SEE ROADWAY PLANS FOR METHOD OF SUPERELEVATION, 2.

EACH.

PLANS FOR LOCATION, DIRECTION AND COMPLETE DETAILS OF

TURN LANES ALSO APPLY TO OPPOSITE-HAND SECTIONS. SEE

TYPICAL SECTIONS ILLUSTRATING SUPERELEVATION AND 1.

NOTES:

NOT to SCALE

BELFAST KELLER ROAD/CR90

TANGENT SECTION

WIDENING & FULL DEPTH CONCRETE

TYPICAL SECTION #1

STA. 139+81.00 to STA. 141+50.00

STA. 130+03.92 to STA 133+78.19 NO SCALE

CLASS "B" CONCRETE BASE FOR PAVEMENT WIDENING

Item Code 500-9999 - CY Unit of Measure

CLASS "B" CONCRETE BASE FOR WIDENING DETAIL

be placed in lieu of the paving between the GAB and surface courses specified by the typical section.

top of the GAB and the bottom of the surface course is 5 inches or greater, Class B concrete shall Where GAB is required under the new Curb and Gutter and the depth of proposed paving between the Case 1:

whichever is greater.

base course, the bottom of the Base specified by the typical section, or to a depth of 6 inches:

be placed beneath the proposed surface course to the depth of either the bottom of the existing the top of the Base and the bottom of the surface course is less than 5 inches, Class B concrete shall Where GAB is not required under the new Curb and Gutter and/or the depth of proposed paving between Case 2:

new Curb and Gutter <= 5.0' 0.0' < Width of excavation to

Case 2 Case 1

Case 2 Case 1

Pavement Existing

Course Surface

6" minimum

5" minimum

Base existing Bottom of

Concrete Class B

Class B Concrete by Typical Section when required Proposed GAB

M M

Existing Pavement Existing Pavement

2%

2'-0" 2'-0"

R

D

M

2%

2'-0"

Travel Lane

12'-0"

Varies

PAVEMENT WIDENING

28'-4" to 90'-5"

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

10/10/2024 anderson.v

GPLOT-ORD

0027691_5.dgn

8:30:16 AM

0001-05

TYPICAL SECTIONS

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

SCALE IN FEET

0 10 20

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

C

D

E

F

G

H

I

J

K

L

M

O

P

Q

N

PLAIN PC CONC PVMT, CL 3 CONC. 8 INCH THICK

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

GRASSED MEDIAN/ SHOULDER

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

PLAIN PC CONC PVMT, CL 3 CONC, 9 INCH THK

PLAIN PC CONC PVMT, CL 3 CONC, 9 IN THK (COLORED INSIGNIA RED # 31136 AND STAMPED)

CONCRETE HEADER CURB , 4 IN, TP 9

CONCRETE HEADER CURB , 6 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 2

CONC SIDEWALK, 4 IN

1" OPEN GRADED INTERLAYER (OG1)

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 12 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 385 LB/SY

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 220 LB/SY

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM & H LIME - 220 LB/SY

REQUIRED PAVEMENT

R

S

INCLUDED IN LUMP SUM BID FOR GRADING COMPLETE.

EXISTING PAVEMENT UNDER MEDIAN AREAS SHALL BE REMOVED. COST4.

FOR GRADING COMPLETE.

THE EXISTING PAVEMENT. COST INCLUDED IN OVERALL COST

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 3.

OF NORMAL CROWN AND S.E. SECTIONS.

SUPERELEVATION RATES AND TRANSITIONS, AND LOCATIONS

SEE ROADWAY PLANS FOR METHOD OF SUPERELEVATION, 2.

EACH.

PLANS FOR LOCATION, DIRECTION AND COMPLETE DETAILS OF

BELFAST KELLER ROAD/CR90

ROUNDABOUT

TYPICAL SECTION #2

STA. 139+00.00 to STA. 139+80.74

Circulatory Roadway WidthIsland Radius

LC

Inscribed Circle Radius

CENTER OF ROUNDABOUT

2'-6"

K

18'-0"

79' 6.6" to 95'6"

VARIES

8"6"

J

PAY LIMITS FOR GAB

PAY LIMITS FOR GAB

42'-3" 9'-0" to 17'-0"

6"

Truck Apron Circulatory Roadway Width

19'-0" to 21'-8.2"

VARIES

Divider Raised Lane

2'-0" to 5'-0"

Varies

L

D

1% to 2% 1% (Typ)1% to 2%

1% (Typ)1% to 2% 1% (Typ)

6:1 to 10:1 (Typ)

Type 9 Curb Face Concrete Median

Monolithic Integral

H

Q

0' to 7'-0"

Varies

NO SCALE

CLASS "B" CONCRETE BASE FOR PAVEMENT WIDENING

Item Code 500-9999 - CY Unit of Measure

CLASS "B" CONCRETE BASE FOR WIDENING DETAIL

be placed in lieu of the paving between the GAB and surface courses specified by the typical section.

top of the GAB and the bottom of the surface course is 5 inches or greater, Class B concrete shall Where GAB is required under the new Curb and Gutter and the depth of proposed paving between the Case 1:

whichever is greater.

base course, the bottom of the Base specified by the typical section, or to a depth of 6 inches:

be placed beneath the proposed surface course to the depth of either the bottom of the existing the top of the Base and the bottom of the surface course is less than 5 inches, Class B concrete shall Where GAB is not required under the new Curb and Gutter and/or the depth of proposed paving between Case 2:

new Curb and Gutter <= 5.0' 0.0' < Width of excavation to

Case 2 Case 1

Case 2 Case 1

Pavement Existing

Course Surface

6" minimum

5" minimum

Base existing Bottom of

Concrete Class B

Class B Concrete by Typical Section when required Proposed GAB

M

D

2:

MAX

2:1 MAX

2%

Q

7'-6"

10'-0"

Shoulder

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

10/10/2024 anderson.v

GPLOT-ORD

8:30:16 AM

0002-05

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

SCALE IN FEET

0 10 20

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

C

D

E

F

G

H

I

J

K

L

M

O

P

Q

N

PLAIN PC CONC PVMT, CL 3 CONC. 8 INCH THICK

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

GRASSED MEDIAN/ SHOULDER

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

PLAIN PC CONC PVMT, CL 3 CONC, 9 INCH THK

PLAIN PC CONC PVMT, CL 3 CONC, 9 IN THK (COLORED INSIGNIA RED # 31136 AND STAMPED)

CONCRETE HEADER CURB , 4 IN, TP 9

CONCRETE HEADER CURB , 6 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 2

CONC SIDEWALK, 4 IN

1" OPEN GRADED INTERLAYER (OG1)

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 12 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 385 LB/SY

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 220 LB/SY

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM & H LIME - 220 LB/SY

REQUIRED PAVEMENT

R

SINCLUDED IN LUMP SUM BID FOR GRADING COMPLETE.

EXISTING PAVEMENT UNDER MEDIAN AREAS SHALL BE REMOVED. COST4.

FOR GRADING COMPLETE.

THE EXISTING PAVEMENT. COST INCLUDED IN OVERALL COST

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 3.

OF NORMAL CROWN AND S.E. SECTIONS.

SUPERELEVATION RATES AND TRANSITIONS, AND LOCATIONS

SEE ROADWAY PLANS FOR METHOD OF SUPERELEVATION, 2.

EACH.

PLANS FOR LOCATION, DIRECTION AND COMPLETE DETAILS OF

RAMP SECTION

TYPICAL SECTION #3

STA. 718+00.00 to STA. 718+22.50

RAMP C

NO SCALE

CLASS "B" CONCRETE BASE FOR PAVEMENT WIDENING

Item Code 500-9999 - CY Unit of Measure

CLASS "B" CONCRETE BASE FOR WIDENING DETAIL

be placed in lieu of the paving between the GAB and surface courses specified by the typical section.

top of the GAB and the bottom of the surface course is 5 inches or greater, Class B concrete shall Where GAB is required under the new Curb and Gutter and the depth of proposed paving between the Case 1:

whichever is greater.

base course, the bottom of the Base specified by the typical section, or to a depth of 6 inches:

be placed beneath the proposed surface course to the depth of either the bottom of the existing the top of the Base and the bottom of the surface course is less than 5 inches, Class B concrete shall Where GAB is not required under the new Curb and Gutter and/or the depth of proposed paving between Case 2:

new Curb and Gutter <= 5.0' 0.0' < Width of excavation to

Case 2 Case 1

Case 2 Case 1

Pavement Existing

Course Surface

6" minimum

5" minimum

Base existing Bottom of

Concrete Class B

Class B Concrete by Typical Section when required Proposed GAB

2:

MAX

4:1

C L

Existing Ramp C

O

PAY LIMITS FOR GAB

4'-0"

VARIES

0'-0" to 28'-0"

2% or SE

VARIES

12'-2" to 44'-0"

4% or SE

Slip Lane

Existing Pavement

2:

MAX

2:1 MAX

Sidewalk

Shoulder

2%2%2%

2'-6"

4'0"

2'-6"

Slip Lane

18'

8'-0" 2'-0"

16'-0"

4'-0"

N R

D

S

C L

Existing Ramp C

PAY LIMITS FOR GAB

2% or SE Existing Pavement

R

D

S

2'-6"

0'-0" to 34'-0"

Varies

Median

Raised Concrete

STA. 718+22.50 to STA. 718+89.27

RAMP C

Varies

H

GQ

II

H

2:

MAX

4:1

12'-0" 12'-0"

10'-0"

PAVED

Outside Shoulder

Q

2'-0"

4'-0"

4%/SE

STA. 716+50.00 to STA. 718+00.00

RAMP C CONCRETE SHOULDER

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

10/10/2024 anderson.v

GPLOT-ORD

8:30:17 AM

0003-05

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

SCALE IN FEET

0 10 20

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

C

D

E

F

G

H

I

J

K

L

M

O

P

Q

N

PLAIN PC CONC PVMT, CL 3 CONC. 8 INCH THICK

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

GRASSED MEDIAN/ SHOULDER

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

PLAIN PC CONC PVMT, CL 3 CONC, 9 INCH THK

PLAIN PC CONC PVMT, CL 3 CONC, 9 IN THK (COLORED INSIGNIA RED # 31136 AND STAMPED)

CONCRETE HEADER CURB , 4 IN, TP 9

CONCRETE HEADER CURB , 6 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 2

CONC SIDEWALK, 4 IN

1" OPEN GRADED INTERLAYER (OG1)

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 12 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 385 LB/SY

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 220 LB/SY

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM & H LIME - 220 LB/SY

REQUIRED PAVEMENT

R

S

GADOT

LOWNDES

GADOT

LOWNDES

NOT to SCALE

BELFAST KELLER ROAD/CR90

TANGENT SECTION

WIDENING & FULL DEPTH ASPHALT

TYPICAL SECTION #4

STA. 141+50.00 to STA. 166+61.72

NO SCALE

CLASS "B" CONCRETE BASE FOR PAVEMENT WIDENING

Item Code 500-9999 - CY Unit of Measure

CLASS "B" CONCRETE BASE FOR WIDENING DETAIL

be placed in lieu of the paving between the GAB and surface courses specified by the typical section.

top of the GAB and the bottom of the surface course is 5 inches or greater, Class B concrete shall Where GAB is required under the new Curb and Gutter and the depth of proposed paving between the Case 1:

whichever is greater.

base course, the bottom of the Base specified by the typical section, or to a depth of 6 inches:

be placed beneath the proposed surface course to the depth of either the bottom of the existing the top of the Base and the bottom of the surface course is less than 5 inches, Class B concrete shall Where GAB is not required under the new Curb and Gutter and/or the depth of proposed paving between Case 2:

new Curb and Gutter <= 5.0' 0.0' < Width of excavation to

Case 2 Case 1

Case 2 Case 1

Pavement Existing

Course Surface

6" minimum

5" minimum

Base existing Bottom of

Concrete Class B

Class B Concrete by Typical Section when required Proposed GAB

24'-0" TO 48'-0"

VARIES

20'-0" 36'-0" to 60'-0"

VARIES

CL

Profile Grade

2% 2%

12'-0"12'-0" 12'-0"

Travel LaneTravel LaneTravel Lane

2'-6" 2'-6"

4% 4%

16'-0"

8'-0"4'-0"

2:

MAX

2:1 MAX

2'-6"

Sidewalk

Shoulder

2%

13'-0"

2%

5'-0" 4'-0"

2:1 MAX

2:

MAX

2'-6"

Sidewalk

Shoulder

OF CONSTRUCTION CENTERLINE

SHIFTS FROM LEFT TO RIGHT

24' EXISTING PAVEMENT

0'-0" TO 10'-0"

VARIES

MEDIAN

0'-0" TO 10'-0"

VARIES

0'-0" TO 12'-0"

VARIES

Turn Lane

PAY LIMITS FOR GAB PAY LIMITS FOR GAB

A

B

C

D

N

E

A

B

F

P

C

QQ

G

G

Existing Pavement

A

B

C

D

N

H I

H

I

INCLUDED IN LUMP SUM BID FOR GRADING COMPLETE.

EXISTING PAVEMENT UNDER MEDIAN AREAS SHALL BE REMOVED. COST4.

FOR GRADING COMPLETE.

THE EXISTING PAVEMENT. COST INCLUDED IN OVERALL COST

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 3.

OF NORMAL CROWN AND S.E. SECTIONS.

SUPERELEVATION RATES AND TRANSITIONS, AND LOCATIONS

SEE ROADWAY PLANS FOR METHOD OF SUPERELEVATION, 2.

EACH.

PLANS FOR LOCATION, DIRECTION AND COMPLETE DETAILS OF

12'-0"

Travel Lane

0'-0" TO 12'-0"

VARIES

Turn Lane

12'-0"

Travel Lane

0'-0" TO 12'-0"

VARIES

Turn Lane

2.5%

24'-0"

Clear Zone

0'-0" TO 12'-0"

VARIES

Turn Lane

16'-0"

5'-0"4'-0"

2:1 MAX

2'-6"

Sidewalk

Shoulder

2%

Q G H

2:

MAX

VARIES 4'-0"

4:1 TYP

4:

TY

P

DITCH SECTION

2%

5'-0" 4'-0"

2'-6"

Sidewalk

Q

G

H

13'-0"

Shoulder

4:1

MAX

2:

MAX

2:1 MAX

24'-0"

Clear Zone

E d g e o f T r a v e l

L a n e

DITCH SECTION

VARIES4'

NOTE: END SIDEWALK STA 150+55.20NOTE: END SIDEWALK STA 163+49.59

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

10/10/2024 anderson.v

GPLOT-ORD

0004-05

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

SCALE IN FEET

0 10 20

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

C

D

E

F

G

H

I

J

K

L

M

O

P

Q

N

PLAIN PC CONC PVMT, CL 3 CONC. 8 INCH THICK

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

GRASSED MEDIAN/ SHOULDER

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

PLAIN PC CONC PVMT, CL 3 CONC, 9 INCH THK

PLAIN PC CONC PVMT, CL 3 CONC, 9 IN THK (COLORED INSIGNIA RED # 31136 AND STAMPED)

CONCRETE HEADER CURB , 4 IN, TP 9

CONCRETE HEADER CURB , 6 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 2

CONC SIDEWALK, 4 IN

1" OPEN GRADED INTERLAYER (OG1)

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 12 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 385 LB/SY

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 220 LB/SY

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM & H LIME - 220 LB/SY

REQUIRED PAVEMENT

R

S

GADOT

LOWNDES

NOT to SCALE

BELFAST KELLER ROAD/CR90

TANGENT SECTION

WIDENING & FULL DEPTH ASPHALT

TYPICAL SECTION 5

STA. 179+35.26 to STA. 203+00.00

STA. 166+61.72 to STA. 176+62.52

NO SCALE

CLASS "B" CONCRETE BASE FOR PAVEMENT WIDENING

Item Code 500-9999 - CY Unit of Measure

CLASS "B" CONCRETE BASE FOR WIDENING DETAIL

be placed in lieu of the paving between the GAB and surface courses specified by the typical section.

top of the GAB and the bottom of the surface course is 5 inches or greater, Class B concrete shall Where GAB is required under the new Curb and Gutter and the depth of proposed paving between the Case 1:

whichever is greater.

base course, the bottom of the Base specified by the typical section, or to a depth of 6 inches:

be placed beneath the proposed surface course to the depth of either the bottom of the existing the top of the Base and the bottom of the surface course is less than 5 inches, Class B concrete shall Where GAB is not required under the new Curb and Gutter and/or the depth of proposed paving between Case 2:

new Curb and Gutter <= 5.0' 0.0' < Width of excavation to

Case 2 Case 1

Case 2 Case 1

Pavement Existing

Course Surface

6" minimum

5" minimum

Base existing Bottom of

Concrete Class B

Class B Concrete by Typical Section when required Proposed GAB

24'-0" TO 48'-0"

VARIES

20'-0" 36'-0" to 60'-0"

VARIES

CL

Profile Grade

2% 2%

12'-0"12'-0" 12'-0"

Travel LaneTravel LaneTravel Lane

2'-6" 2'-6"

4% 4%

16'-0"

2:

MAX

2:1 MAX

2'-6"

Shoulder

2%

13'-0"

2%

2:1 MAX

2:

MAX

2'-6"

Shoulder

OF CONSTRUCTION CENTERLINE

SHIFTS FROM LEFT TO RIGHT

24' EXISTING PAVEMENT

0'-0" TO 10'-0"

VARIES

MEDIAN

0'-0" TO 10'-0"

VARIES

0'-0" TO 12'-0"

VARIES

Turn Lane

PAY LIMITS FOR GAB PAY LIMITS FOR GAB

A

B

C

D

N

E

A

B

F

P

C

QQ

Existing Pavement

A

B

C

D

N

H I

H

I

INCLUDED IN LUMP SUM BID FOR GRADING COMPLETE.

EXISTING PAVEMENT UNDER MEDIAN AREAS SHALL BE REMOVED. COST4.

FOR GRADING COMPLETE.

THE EXISTING PAVEMENT. COST INCLUDED IN OVERALL COST

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 3.

OF NORMAL CROWN AND S.E. SECTIONS.

SUPERELEVATION RATES AND TRANSITIONS, AND LOCATIONS

SEE ROADWAY PLANS FOR METHOD OF SUPERELEVATION, 2.

EACH.

PLANS FOR LOCATION, DIRECTION AND COMPLETE DETAILS OF

12'-0"

Travel Lane

0'-0" TO 12'-0"

VARIES

Turn Lane

0'-0" TO 12'-0"

VARIES

Turn Lane

24'-0"

Clear Zone

0'-0" TO 12'-0"

VARIES

Turn Lane

16'-0"

5'-0"4'-0"

2:1 MAX

2'-6"

Sidewalk

Shoulder

2%

Q G H

2:

MAX

VARIES 4'-0"

4:1 TYP

4:

TY

P

DITCH SECTION

24'-0"

Clear Zone

2%

8'-0" 4'-0"

2'-6"

Sidewalk

Q

G

H

13'-0"

Shoulder

4:1

MAX

2:

MAX

2:1 MAX

24'-0"

Clear Zone

E d g e o f T r a v e l

L a n e

DITCH SECTION

VARIES0'-0" to 4'-0"

VAREIS

NOTE: BEGIN SIDEWALK STA 189+50.64

NOTE: BEGIN SIDEWALK STA 199+08.90

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

10/10/2024 anderson.v

GPLOT-ORD

0005-05

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

SCALE IN FEET

0 10 20

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

C

D

E

F

G

H

I

J

K

L

M

O

P

Q

N

PLAIN PC CONC PVMT, CL 3 CONC. 8 INCH THICK

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

GRASSED MEDIAN/ SHOULDER

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

PLAIN PC CONC PVMT, CL 3 CONC, 9 INCH THK

PLAIN PC CONC PVMT, CL 3 CONC, 9 IN THK (COLORED INSIGNIA RED # 31136 AND STAMPED)

CONCRETE HEADER CURB , 4 IN, TP 9

CONCRETE HEADER CURB , 6 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 7

CONC CURB & GUTTER, 8 IN X 30 IN, TP 2

CONC SIDEWALK, 4 IN

1" OPEN GRADED INTERLAYER (OG1)

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 12 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 385 LB/SY

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 220 LB/SY

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM & H LIME - 220 LB/SY

REQUIRED PAVEMENT

R

S

INCLUDED IN LUMP SUM BID FOR GRADING COMPLETE.

EXISTING PAVEMENT UNDER MEDIAN AREAS SHALL BE REMOVED. COST4.

FOR GRADING COMPLETE.

THE EXISTING PAVEMENT. COST INCLUDED IN OVERALL COST

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 3.

OF NORMAL CROWN AND S.E. SECTIONS.

SUPERELEVATION RATES AND TRANSITIONS, AND LOCATIONS

SEE ROADWAY PLANS FOR METHOD OF SUPERELEVATION, 2.

EACH.

PLANS FOR LOCATION, DIRECTION AND COMPLETE DETAILS OF

BELFAST KELLER ROAD/CR90

ROUNDABOUT

TYPICAL SECTION #6

STA. 176+62.52 to STA. 179+35.26

Circulatory Roadway WidthIsland Radius

LC

Inscribed Circle Radius

CENTER OF ROUNDABOUT

2'-6"

K

18'-0"

107'-6"

8"6"

J

PAY LIMITS FOR GAB

PAY LIMITS FOR GAB

46'-6" 18'-0"

6"

Truck Apron Circulatory Roadway Width

18'-0"

Divider Raised Lane

2'-0" to 5'-0"

Varies

L

D

1% to 2% 1% (Typ)1% to 2%

1% (Typ)1% to 2% 1% (Typ)

6:1 to 10:1 (Typ)

Type 9 Curb Face Concrete Median

Monolithic Integral

H

Q

2'-0" to 7'-0"

Varies

NO SCALE

CLASS "B" CONCRETE BASE FOR PAVEMENT WIDENING

Item Code 500-9999 - CY Unit of Measure

CLASS "B" CONCRETE BASE FOR WIDENING DETAIL

be placed in lieu of the paving…