27691_0053_Addendum_2_Package.pdf

SR144 / OAK LEVEL ROAD COMPACT ROUNDABOUT

PREPARED FOR:

BRYAN COUNTY BOARD OF COMMISSIONERS

T&H PROJECT NO.

J–27691.0053

ADDENDUM NO. 2 September 18, 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: Does that existing asphalt located below the roundabout location get demolished? There is no indication on the plans that this asphalt is to be removed. Please clarify.

Answer: The existing asphalt below the landscaped central island is to be removed. The existing pavement below the truck apron and proposed pavement is to be overlayed. See revised typical section on plan sheet 05-0005. The cost for pavement removal should be included in the price for Grading Complete.

2. Question: Does the existing asphalt located below the roundabout circulatory lanes need to be demolished and the circulatory lanes built back with full depth pavement? Or is this area just an overlay?

Answer: The existing asphalt located below the circulatory lanes is to be overlayed. See Revised typical section on plan sheet 05-0005. The cost for pavement removal should be included in the price for Grading Complete.

3. Question: The last addendum added quantity for extruded aluminum signs and breakaway supports. The quantity added for breakaway supports usually applies to standard drawing T03b which includes type 8 & 9 posts with concrete embedment. The sign notes on Page 04-003 indicate that breakaway posts shall be installed per standard 9054 A,B,C which typically include pay items for Concrete

Class A, and Structural steel posts (LB). Please clarify which standard should be used for the signpost foundations. Can the correct items be added should 9054 be the preferred application?

Answer: Use GDOT standard T-3B. Note on 04-0003 have been updated.

4. Question: Standard Drawing T-19 note 4 allows the use of thermoplastic rumble strips if approved by the engineer. Will thermoplastic rumble strips be acceptable on this project?

Answer: Thermoplastic rumble strips, installed per GDOT standard T-19, are acceptable.

SR144 / OAK LEVEL ROAD COMPACT ROUNDABOUT ADDENDUM #2

Z:\27691\27691.0053\Documents\Construction\Bid\Addenda\Addendum #2 Addendum # 2 dated September 18, 2024

5. Question: Will class B concrete be acceptable for widening less than 4 ft as allowed in GDOT standard specifications?

Answer: There are no proposed curb and gutter widening sections on this project.

If the contractor chooses to use Class B concrete for widening, it will be paid for as

Graded Aggregate Base.

6. Question: Are there any Specification or is there additional information/details on the Qwik Kurb System the County is requesting for this project?

Answer: Additional information on the Qwick Kurb system is available on the manufacture’s website.

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 and adjust items.

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

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

PART III – DRAWINGS

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

• Sheet 04-0003

• Sheet 04-0004

• Sheet 05-0001

• Sheet 05-0002

• Sheet 05-0003

• Sheet 05-0004

• Sheet 05-0005

• Sheet 26-0001

THOMAS & HUTTON

Doyle Kelley, P.E.

Project Manager

End of ADDENDUM NO. 2

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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

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.

THESE POSTS IN ANY WAY WITHOUT APPROVAL FROM THE DISTRICT OFFICE OF TRAFFIC OPERATIONS.

20. BREAK-AWAY POSTS MARKED WITH AN (*) ARE SPECIAL DESIGN. THE CONTRACTOR SHALL NOT CHANGE

THE COST FOR THIS WORK SHALL BE INCLUDED IN THE OVERALL PRICE BID FOR THE PROJECT.

DISTANCE SHALL BE IN ACCORDANCE WITH SECTION 201 OF THE GEORGIA STANDARD SPECIFICATIONS.

A MINIMUM SIGHT DISTANCE OF 1000 FEET. CLEARING OF OBSTACLES TO OBTAIN THE MINIMUM SIGHT

19. THE CONTRACTOR SHALL ENSURE THAT ALL SPECIAL ROADSIDE SIGNS INSTALLED BY THIS PROJECT HAVE

GUARD RAIL.

18. THE NEAR EDGE OF SIGNS ERECTED BEHIND GUARD RAIL SHALL BE 6 FEET BEHIND THE FACE OF THE

AND BE INCLUDED IN THE BID PRICE SUVMITTED FOR ITEM 636-3010.

ASSEMBLY, STUB POST, CLASS "A" CONCRETE, ALL HARDWARE NECESSARY TO COMPLETE THE INSTALLATION,

17. THE COST FOR GROUND MOUNTED BREAKAWAY SIGN SUPPORTS SHALL INCLUDE THE UPPER AND LOWER

COMPLETION OF GALVANIZING.

16. GALVANIZED STEEL I-BEAMS SHALL HAVE ALL IDENTIFICATION NUMBERS RE-ESTABLISHED AFTER

DETAILS FOR SPECIAL ROADSIDE SIGNS WITH BREAK-AWAY POSTS, REFER TO GEORGIA STANDARD T-3B.

ACCORDING TO GEORGIA STANDARDS PRIOR TO ORDERING MATERIALS. FOR ERECTION AND FOUNDATION

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE CORRECT LENGTHS AND SIZES

15. POST LENGTHS, POST SIZES, AND FOOTING SIZES FOR SPECIAL ROADSIDE SIGNS ARE ESTIMATED, ONLY.

MAINTAINED.

AND MAINLINE PAVED SHOULDERS TO THE RIGHT AND LEFT EDGES OF THE SIGN, RESPECTIVELY SHALL BE

THE PHYSICAL NOSE OF THE RAMP. A MINIMUM CLEARANCE OF 2 FEET FROM THE EDGES OF THE RAMP

14. EXIT GORE SIGNS SHALL BE ERECTED WITHIN A RANGE OF 25 FEET MINIMUM TO 100 FEET MAXIMUM FROM

BOTTOM OF THE SIGN.

ABOVE THE GROUNDLINE AND MAXIMUM HEIGHT OF 10 FEET ABOVE THE NORMAL EDGE OF PAVEMENT TO THE

13. SPECIAL ROADSIDE SIGNS ERECTED ON STEEP CUT SLOPES SHALL HAVE A MINIMUM CLEARANCE OF 1 FOOT

PAVEMENT TO THE NEAR EDGE OF THE SIGN UNLESS SPECIFIED OTHERWISE IN THE PLANS.

12. HORIZONTAL CLEARANCE FOR SPECIAL ROADSIDE SIGNS SHALL BE 32 FEET FROM THE NORMAL EDGE OF

BY THE PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE DISTRICT OFFICE OF TRAFFIC OPERATIONS.

CONTROL DEVICES, CURRENT EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR OR

NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC

11. SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET FIELD CONDITIONS WHERE

10. FOR DETAILS OF SPECIAL ROADSIDE SIGNS SEE DETAILS OF SPECIAL ROADSIDE SIGNS.

REFER TO GEORGIA STANDARDS 9041 AND 9042.

9. FOR ASSEMBLY DETAILS AND ASSEMBLY COMPONENTS DETAILS ON ALUMINUM BOLTED EXTRUDED PANELS, RECOMMENDED BY THE MANUFACTURER, BUT SHALL CONFORM TO INTERSTATE SIGNING REQUIREMENTS.

8. SPACING BETWEEN LETTERS OR OTHER CHARACTERS THAT IS NOT SHOWN IN THE PLANS MAY BE

7. LEGENDS FOR OVERHEAD HIGHWAY SIGNS SHALL BE APPLIED TO SIGN VIA SILK SCREEN OR DIRECT APPLY

TRAFFIC CONTROL DEVICES, CURRENT EDITION.

6. FOR DETAILS OF U.S. AND INTERSTATE SHIELDS AND ARROWS, REFER TO THE MANUAL ON UNIFORM

SHALL BE PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION.

(VERY HIGH INTENSITY), REFLECTIVE SHEETING BACKGROUNDS WITH NO BORDERS. INTERSTATE SHIELDS

GEORGIA SHIELD LEGENDS SHALL BE BLACK NUMERALS AND LETTERS SILK SCREENED ON WHITE, TYPE 9

5. SHIELDS SHALL BE 0.08 INCH ALUMINUM OF THE SIZE AND SHAPE SPECIFIED IN THE PLANS. U.S. AND

SHEETING LETTERS, NUMERALS, SYMBOLS, AND BORDERS ON 0.032 INCH ALUMINUM CUTOUTS.

4. LEGENDS FOR SPECIAL ROADSIDE SIGNS SHALL BE WHITE, TYPE II (VERY HIGH INTENSITY), REFLECTIVE

(VERY HIGH INTENSITY), REFLECTIVE SHEETING, UNLESS SPECIFIED OTHERWISE IN THE PLANS.

3. BACKGROUND FOR SPECIAL ROADSIDE SIGNS SHALL BE STANDARD INTERSTATE GREEN, TYPE 9

2. SPECIAL ROADSIDE SIGNS SHALL BE FABRICATED USING ALUMINUM BOLTED EXTRUDED PANELS.

GEORGIA STANDARD SPECIFICATIONS AND/OR SPECIAL PROVISIONS.

TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND ALL SUPPLEMENTS THERETO, AS WELL AS TO THE

1. SPECIAL ROADSIDE SIGNS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM

GENERAL NOTES - SPECIAL ROADSIDE SIGN

GENERAL NOTES

04-0003

COMPACT ROUNDABOUT

SR 144/ OAK LEVEL ROAD

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

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

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Traffic Control Detail for Lane Closure on Two-Lane Highway - 3/30/20069102

Traffic Control General Notes, Standard Legend, and Miscellaneous Details - 3/30/20069100

Delineators & Object Markers and Alternate Post - 7/01/20229030c

Federal Aid and State Project Markers; Right of Way Markers; County Line Marker - 4/10/20069003

1401 Pavement Patching Details (Storm Drain or Utility Installations by Open cut Across Existing Pavement) - 8/01/1999

GEORGIA STANDARDS

T-19 Rumble Strips: Roundabouts and Stop Controlled Intersections - 11/04/2020

Details of Raised Pavement Markers - 9/22/2011T-15c

Details of Raised Pavement Marker Location Non-Limited Access Roadway - 9/15/2016T-15a

- 11/21/2008 Details of Pavement Marking HatchingT-14

T-13a Pavement Markings: Words (Sheet 1 of 2) - 11/04/2020

- 11/04/2020 Details of Pavement Marking - ArrowsT-12b

- 1/1/2000 Details of Pavement Marking Arrow LocationT-12a

Details of Pavement Marking Placement on Non-Limited Access Roadway - 9/15/2016T-11a

T-05b Details of Regulatory Signs (Sheet 2 of 2) - 1/01/2000

T-05a Details of Regulatory Signs (Sheet 1 of 2) - 1/01/2003

T-04 Details of Cardinal Direction Signs - 1/01/2000

Details of Square Tube Post (Breakaway Sign Support)t-03b

T-03a Type 7,8 and 9 Square Tube Post Installation Detail - 7/1/2002

Details For Typical Framing - 3/1/2000T-02

Sign Plates - 1/1/2000T-01

RA-2 Roundabout Typical Section Asphaltic Concrete Circulatory Roadway - 1/31/2012

RA-1 Roundabout Landscaping Details - 9/01/2022

Pavement Edge Treatment Asphalt and Concrete Pavement - 11/17/2011P-7

A-2 Concrete Valley Gutter at Street Intersection 6 - 7/21/2011

A-1 Driveways With Tapered Entrances Concrete Valley Gutters - 7/21/2011

CONSTRUCTION DETAILS

PAYMENT WILL BE MADE FOR BENCHING.

AND NO ADDITIONAL MEASUREMENT OF QUANTITY OR

GRADING COMPLETE IN CONSTRUCTION OF THE EBANKMENT

THE ITEM OF UNCLASSIFIED EXCAVATION AND BORROW OR

3. THE PROCESS OF BENCHING IS CONSIDERED INCIDENTAL TO

THE HORIZONTAL DISTANCE TO VARY.

PART REACHES A MAXIMUM OF 4 FEET ALLOWING

THEN THE ACTUAL CUT STOPS WHEN THE VERTICAL

4 FEET IF A 8 FEET HORIZONTAL CUT IS MADE,

THE VERTICAL PART OF THE STEP WILL EXCEED

LAYERS ARE AGAIN PLACED. IF IT IS ANTICIPATED THAT

CUT 8 FEET INTO THE SLOPE AND SUCCESSIVE

BEFORE LAYER "E" IS PLACED, THE SECOND STEP IS

SUCCESSIVE LAYERS B, C, AND D ARE THEN PLACED

THE WIDTH OF THE TYPICAL D-8 BULDOZER BLADE).

A MAXIMUM DISTANCE OF ABOUT 8 FEET (ABOUT¾

PLACED THE FIRST STEP IS TO (1) CUT INTO THE SLOPE

2. THE DIAGRAM SHOWS THAT BEFORE LAYER "A" IS

(SEE DIAGRAM AT LEFT.)

BEING MADE.

MUST BE BENCHED WHILE THE EMBANKMENT IS

A SLOPE OF 3 TO 1 OR STEEPER. THE FOUNDATION

HILLSIDE OR ANOTHER EXISTING EMBANKMENT HAVING

1. WHERE THE EMBANKMENT IS TO BE PLACED ON A

4' MAX.

STEP 3

STEP 2

STEP 1

8' MAX. 8' MAX.

F

E

D

C

B

A

4' MAX.

4' MAX.

BENCHING DETAIL

4.5.28 NO SCALERevised 9/29/08

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

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04-0004

SR 144/ OAK LEVEL ROAD

COMPACT ROUNDABOUT

GENERAL NOTES

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GADOT

LOWNDES

NOT TO SCALE

TYPICAL SECTIONS

-0001 05NOT TO SCALE

COMPACT ROUNDABOUT

SR144 / OAK LEVEL ROAD

2:

MAX

VAR

IE

S

4:1 MAX.

VARIES

6%6%

4:1

MAX.VARIE

S

Profile Grade

2% 2%

Travel Lane Travel Lane

12'-0"

BELFAST KELLER RD (WEST LEG)

TYPICAL SECTION NO.1

C L

2% 2%

Existing Pavement

Width Varies 23'-38'

2:1 MAX

VARIES

0'-0" TO 13'-11"

MEDIAN VARIES

0'-0" TO 5'-9"

MEDIAN VARIES

12'-0" TO 16'-3"

VARIES12'-0" TO 16'-0"

VARIES

GAB PAY LIMITSGAB PAY LIMITS

G G

A

B

C

D

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME (165 LB/SY)

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

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME (330 LB/SY)

GRADED AGGREGATE BASE COURSE, INCL MATL 8 INCH DEPTH

E DEPTH (AS REQUIRED) MILL ASPH CONC PVMT, VARIABLE

F RECYCLED ASP CON LEVELING, INCL BITUM MATL & H LIME, (AS NEEDED)

G SAFETY EDGE (GA CONSTRUCTION DETAIL P7)

H PAVEMENT REINFORCED FABRIC STRIPS, TP 2, 18" WIDTH

A

B

C

D

EF F

4'-0"

Shoulder Paved

8'-0"

Shoulder Paved

4'-0"

8'-0" 12'-0"

I PLAIN PC CONC PVMT, CL 3 CONC, 6 IN THK (COLORED INSIGNIA RED 31136 AND STAMPED)

(GDOT DETAIL T-24)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-24)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

H

A

B

C

D

E

H

DRAWING No.CHECKED:

BACKCHECKED:

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VERIFIED:

DATE:

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DATE:

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2:

MAX

VAR

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4:1 MAX.

VARIES

6%6%

Profile Grade

2% 2%

8'-0"

Travel Lane Travel Lane

10'-4" TO 16'-2"

VARIES

OAK LEVEL RD (EAST LEG)

TYPICAL SECTION NO. 2

C L

10'-6" TO 16'-2"

VARIES

12'-0"

4'-0"

Shoulder Paved

2% 2%

Existing Pavement

Width Varies 19'-37'

GAB PAY LIMITS GAB PAY LIMITS

2:1 MAX

VARIES

0'-0" TO 12'-6"

MEDIAN VARIES

0'-0" TO 7'-2"

MEDIAN VARIES

G G

A

B

C

D

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME (165 LB/SY)

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

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME (330 LB/SY)

GRADED AGGREGATE BASE COURSE, INCL MATL 8 INCH DEPTH

E IN DEPTH (AS REQUIRED) 2

MILL ASPH CONC PVMT, VARIABLE1

F RECYCLED ASP CON LEVELING, INCL BITUM MATL & H LIME, (AS NEEDED)

G SAFETY EDGE (GA CONSTRUCTION DETAIL P7)

H PAVEMENT REINFORCED FABRIC STRIPS, TP 2, 18" WIDTH

8'-0"

Shoulder Paved

4'-0"

12'-0"

4:1

MAX.VARIE

S

I PLAIN PC CONC PVMT, CL 3 CONC, 6 IN THK (COLORED INSIGNIA RED 31136 AND STAMPED)

(GDOT DETAIL T-24)

MILLED RUMBLE STRIPS (GDOT DETAIL T-24)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

H

C

D

E FEF

A

B

C

D

H

A

B

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

9/18/2024 yarbrough.s

GPLOT-ORD

2:31:28 PM

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

9/18/2024

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

NOT TO SCALE

TYPICAL SECTIONS

0003 05-NOT TO SCALE

COMPACT ROUNDABOUT

SR 144 / OAK LEVEL ROAD

2:

MAX

VAR

IE

S

4:1 MAX.

VARIES

6%6%

Profile Grade

2% 2%

Travel Lane Travel Lane

SR 144/BRYAN NECK RD (SOUTH LEG)

TYPICAL SECTION NO.3

C L

14'-7" TO 16'-2"

VARIES

13'-5" TO 16'-1"

VARIES

2% 2%

Existing Pavement

Width Varies 15'-32'

GAB PAY LIMITS GAB PAY LIMITS

2:1 MAX

VARIES

0'-0" TO 12'-1"

MEDIAN VARIES

0'-0" TO 7'-7"

MEDIAN VARIES

G G

A

B

C

D

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME (165 LB/SY)

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

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME (330 LB/SY)

GRADED AGGREGATE BASE COURSE, INCL MATL 8 INCH DEPTH

E DEPTH (AS REQUIRED) MILL ASPH CONC PVMT, VARIABLE

F RECYCLED ASP CON LEVELING, INCL BITUM MATL & H LIME, (AS NEEDED)

G SAFETY EDGE (GA CONSTRUCTION DETAIL P7)

H PAVEMENT REINFORCED FABRIC STRIPS, TP 2, 18" WIDTH

Shoulder Paved

6'-0"

8'-0" 12'-0"

Shoulder Paved

6'-0"

4'-0" 12'-0" 8'-0"

4:1

MAX.VARIE

S

I PLAIN PC CONC PVMT, CL 3 CONC, 6 IN THK (COLORED INSIGNIA RED 31136 AND STAMPED)

(GDOT DETAIL T-24)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-24)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

EF

A

B

C

D

H H

C

D

E

A

B

F

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

9/18/2024 yarbrough.s

GPLOT-ORD

2:32:08 PM

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

9/18/2024

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

NOT TO SCALE

TYPICAL SECTIONS

0004 05-NOT TO SCALE

COMPACT ROUNDABOUT

SR 144 / OAK LEVEL ROAD

2:

MAX

VAR

IE

S

4:1 MAX.

VARIES

6%6%

Profile Grade

2% 2%

Travel Lane Travel Lane

C L

SR 144/BRYAN NECK RD (NORTH LEG)

TYPICAL SECTION NO.4

13'-3" TO 16'-1"

VARIES

13'-2" TO 16'-1"

VARIES

Width Varies 26'-37'

Existing PavementGAB PAY LIMITS GAB PAY LIMITS

2%2:1 MAX

VARIES

0'-0" TO 11-4"

MEDIAN VARIES

0'-0" TO 8'-10"

MEDIAN VARIES

G G

A

B

C

D

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME (165 LB/SY)

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

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME (330 LB/SY)

GRADED AGGREGATE BASE COURSE, INCL MATL 8 INCH DEPTH

E DEPTH (AS REQUIRED) MILL ASPH CONC PVMT, VARIABLE

F RECYCLED ASP CON LEVELING, INCL BITUM MATL & H LIME, (AS NEEDED)

G SAFETY EDGE (GA CONSTRUCTION DETAIL P7)

H PAVEMENT REINFORCED FABRIC STRIPS, TP 2, 18" WIDTH

6'-0"

Shoulder Paved

4'-0"8'-0" 12'-0"

Shoulder Paved

6'-0"

8'-0"12'-0"4'-0"

4:1

MAX.VARIE

S

I PLAIN PC CONC PVMT, CL 3 CONC, 6 IN THK (COLORED INSIGNIA RED 31136 AND STAMPED)

(GDOT DETAIL T-24)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-24)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

EF

A

B

C

D

H H

C

D

E

A

B

F

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

9/18/2024 yarbrough.s

GPLOT-ORD

2:32:38 PM

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

9/18/2024

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

NOT TO SCALE

TYPICAL SECTIONS

0005 05-NOT TO SCALE

COMPACT ROUNDABOUT

SR 144 / OAK LEVEL ROAD

8'-0"

Island Radius

LC

Inscribed Circle Radius

CENTER OF ROUNDABOUT

50'-0"

18'-0" 14'-0"

Truck Apron Circulatory Roadway Width

18'-0"

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

1% (Typ)6:1 to 10:1 (Typ)

Type 1 Curb Face Monolithic Header Curb, 4 IN, Type 9 Monolithic Header Curb, 6'-0"

Shoulder Paved

6%

4:1 MAX.

VARIES 2:

MAX

VAR

IE

S

12'-0" 4'-0"

A

B

C

D

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIME (165 LB/SY)

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

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2 ONLY, INCL BITUM MATL & H LIME (330 LB/SY)

GRADED AGGREGATE BASE COURSE, INCL MATL 8 INCH DEPTH

E DEPTH (AS REQUIRED) MILL ASPH CONC PVMT, VARIABLE

F RECYCLED ASP CON LEVELING, INCL BITUM MATL & H LIME, (AS NEEDED)

G SAFETY EDGE (GA CONSTRUCTION DETAIL P7)

A

B

C

D

H PAVEMENT REINFORCED FABRIC STRIPS, TP 2, 18" WIDTH

I

F

I PLAIN PC CONC PVMT, CL 3 CONC, 6 IN THK (COLORED INSIGNIA RED 31136 AND STAMPED)

SEE GDOT DETAIL RA-1

FOR LANDSCAPING DETAILS

(GDOT DETAIL T-23B)

MILLED RUMBLE STRIPS

H

E

ROUNDABOUT

TYPICAL SECTION NO.5

to be removed landscaped central island Existing pavement under sheet 13-0001 in width. See plan

Existing pavement varies

0'-6" remain Min. to

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

9/18/2024 yarbrough.s

GPLOT-ORD

2:33:04 PM

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

9/18/2024

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

H G

C A

N O

P Y

EXISTING LIVE OAK TREE TO BE PRESERVED

YIELD

Y

IE

LD

YIEL

D

Y

IELD

I-9

F a n cy

H ll

W ate rw ay s

I-

W at e rw ay s

R ic h m o n d

H ill

Richmond Hill

Waterways

Fancy Hall

Fancy Hall

I-95

Richmond Hill

E A

S T

B e lfa st

K e lle r

R d

B e lf st d

O a k

L e v e l

R d

K e ll e r

W E S T

Oa k Le ve l R d

Belfast Keller Rd

SIGNING AND MARKING PLANS

26-0001

COMPACT ROUNDABOUT

SR 144/ OAK LEVEL ROAD

B E L F

A S T

K E L L

O

A D

O A

K

L E

V

L

O

A D

S.R. 144/ BRYAN NECK RD. S.R. 144/ BRYAN NECK RD.

STA 100+21.34

BEGIN CONSTRUCTION

BEGIN PROJECT

STA 303+72.18

END CONSTRUCTION

END PROJECT

STA 400+99.42

LIMITS OF CONSTRUCTION

STA 202+51.08

LIMITS OF CONSTRUCTION

STA 304+07

W16-9P(24)

W2-6(30)

INSTALL PER DETAIL

GA DETAIL T-19

RUMBLE STRIPS

STA 302+57

(18)(25)W13-1P

W2-6(30)

(DETAIL B YELLOW)

GDOT DETAIL T-14

YELLOW, SOLID DOUBLE, 6"

THERMOPLASTIC TRAFFIC STRIPING,

STA 300+70

R1-2(48)

A H E A D

(TYP.)

WHITE THERMOPLASTIC

TYPE 15 WORD

(2' SEG., 2' GAP)

THERMOPLASTIC

18" SKIP WHITE

R6-4B

(2' SEG., 2' GAP)

THERMOPLASTIC

18" SKIP WHITE

STA 403+16

R1-2(48)

(TYP.)

WHITE THERMOPLASTIC

TYPE 15 WORD

STA 401+52

W13-1P(18)(25)

W2-6(30)

INSTALL PER DETAIL

GA DETAIL T-19

RUMBLE STRIPS

BEGIN PAVING STA 300+67

PLACE 171' FROM

W16-9P(24)

W2-6(30)

AHEAD

(DETAIL B YELLOW)

GDOT DETAIL T-14

YELLOW, SOLID DOUBLE, 6"

THERMOPLASTIC TRAFFIC STRIPING,

(DETAIL B YELLOW)

GDOT DETAIL T-14

YELLOW, SOLID DOUBLE, 6"

THERMOPLASTIC TRAFFIC STRIPING,

STA 101+03

W13-1P(18)(25)

W2-6(30)

INSTALL PER DETAIL

GA DETAIL T-19

RUMBLE STRIPS

STA 101+03

PLACE 150' FROM

W16-9p(24)

W2-6(30)

A H E A D

R6-4B

STA 102+63

R1-2(48)

(2' SEG., 2' GAP)

THERMOPLASTIC

18" SKIP WHITE

(TYP.)

WHITE THERMOPLASTIC

TYPE 15 WORD

R6-4B

(2' SEG., 2' GAP)

THERMOPLASTIC

18" SKIP WHITE

STA 200+71

R1-2 (48)

(TYP.)

WHITE THERMOPLASTIC

TYPE 15 WORD

STA 202+09

W13-1P(18)(25)

W2-6(30) (DETAIL B YELLOW)

GDOT DETAIL T-14

YELLOW, SOLID DOUBLE, 6"

THERMOPLASTIC TRAFFIC STRIPING,

STA 201+28

PLACE 195' FROM

W16-9P(24)

W2-6(30)

INSTALL PER DETAIL

GA DETAIL T-19

RUMBLE STRIPS

AHEAD

R6-4B

... M P H

M

P H

. . .M P H

M

P H

STA 101+78

D1-3

STA 301+57

D1-3

STA 402+27

D1-3

STA 201+59

D1-3

STA 200+64

D1-1

STA 403+23

D1-1

STA 304+57

D1-5

STA 101+03

PLACE 200' FROM

D1-5

M6-1 (21)

M1-5 (30)

STA 300+61

M6-1 (21)

M1-5 (30)

STA 102+75

L e v e l

R d

O k

102+41.88

W16-7P

W11-2(36)

STA. 201+02.18

W16-7P

W11-2(36)

STA. 300+81.36

W16-7P

W11-2(36)

STA. 200+83.50

W16-7P

W11-2(36)

STA. 300+99.37

W16-7P

W11-2(36)

STA. 402+85.55

W16-7P

W11-2(36)

STA. 403+02.69

W16-7P

W11-2(36)

WITH L125SH BIG BOLLARD (YELLOW)

L60 CAT. A LANE SEPARATOR

QWICK KURB

WITH L125SH BIG BOLLARD (YELLOW)

L60 CAT. A LANE SEPARATOR

QWICK KURB

WITH L125SH BIG BOLLARD (YELLOW)

L60 CAT. A LANE SEPARATOR

QWICK KURB

WITH L125SH BIG BOLLARD (YELLOW)

L60 CAT. A LANE SEPARATOR

QWICK KURB

STA 102+56.68

W16-7P

W11-2(36)

WHITE, SOLID, 6"

STRIPING,

THERMOPLASTIC TRAFFIC

WHITE, SOLID, 6"

STRIPING,

THERMOPLASTIC TRAFFIC

WHITE, SOLID, 6"

STRIPING,

THERMOPLASTIC TRAFFIC

WHITE, SOLID, 6"

STRIPING,

THERMOPLASTIC TRAFFIC

401+00

402+00

403+00

200+00

201+00

202+00

ORANGE BARRIER FENCE (TYP,)

P L P L P L

P L

P L P L

PL PL PL PL PL PL

PL

PL

PL PL

P L

P L

P L

P L

P L

P L

P L

PL

EXIST. R/W

EXIST. R/W

EXIST. R/WEXIST. R/W

E X I S

T

R

W

E X I S

T

R

W

E X I S

T

R

W

E X I S

T

R

W

REQ'D R/W

R E Q D

R

W

R E Q D

R

W

REQ'D R

/W

REQ

'D

R/W

R E Q D

R

W

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

9/18/2024 arce.r

GPLOT-ORD

2769153_26.dgn

3:44:44 PM

GPLN-CE 30 60 120

SCALE IN FEET

www.thomasandhutton.com

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

9/18/2024

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T