Brisbon Road Rehab and Sidewalk Addendum 2.pdf

PDF 10 MB Posted Jun 27, 2024

Attached to: Brisbon Road Rehab and Sidewalk
Solicitation number: PE-77523-NONST-2024-000000033
Issued by: Brooks County, Georgia

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Written by GovTribe AI · Aug 23, 2024

This document is an addendum to the Brisbon Road Rehab and Sidewalk contract opportunity issued by the state of Georgia for Bryan County. The project consists of roadway rehabilitation, including full-depth reclamation and pavement, as well as the installation of a 5-foot sidewalk on one side of the Brisbon corridor. The work also includes updating signage and striping, and installing conduit for lighting along the corridor.

The addendum provides clarification and additional details related to the project. It does not appear to contain any information about pricing, set-asides, incumbents, funding requirements, or other salient commercial terms.

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File	Type	Posted
Invitation to Bid_REVISED_Addendum1.pdf	PDF	Jun 27, 2024
ITB Brisbon Road Rehab and Sidewalk.pdf	PDF	Jun 27, 2024
27691_0068 Brisbon Road Rehab and Sidewalk _ .pdf	PDF	Jun 27, 2024

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\\thomas-hutton.local\dfs\Projects\27691\27691.0068\Documents\Construction\Bid\Addenda\Addendum 2 Addendum # 2

August 20, 2024

BRISBON ROAD REHAB AND SIDEWALK

PREPARED FOR:

BRYAN COUNTY BOARD OF COMMISSIONERS

T&H PROJECT NO.

J–27691.0068

ADDENDUM NO. 2 August 20, 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:

Question 1: There is no Pay Item for SD Structure’s #7B (Std MH) or 1-B2 (D-4 Grate Inlet).

Answer: Items updated with addendum.

Question 2: Could you please add a Pay Item for Aggregate Surface Crs for use at driveways and Brisbon Rd storm drain crossings?

Answer: Driveway pavement structure specified in plan General Notes with the addendum.

Question 3: Could you please add a Pay Item for Class B Concrete (Pvmt Widening)?

Answer: Class B Conc Widening added to typical sections in addendum 2. The price for using Class B Conc Widening should be included in the cost of Grading Complete.

Question 4: There is a Pay Item for Portland Cement. However, the Pay Item for FDR states

“includes material”. Please clarify that the unit price for FDR does not include the cement.

Answer: See GDOT Spec 315 as mentioned in the General Notes, specifically section 5

“payment”.

Question 5: Since there is no summary of surfacing quantities. Could you please clarify where the 4” GABC is to be used?

Answer: Item updated. Driveway structure is specified in the General Notes with the addendum.

Question 6: What is the intent for the existing side drain pipes? Removal or fill with flowable fill? There is no note on the plans indicating removal.

Answer: Those shown as new pipe will be replaced. Those shown as existing will be retained.

\\thomas-hutton.local\dfs\Projects\27691\27691.0068\Documents\Construction\Bid\Addenda\Addendum 2 Addendum # 2

August 20, 2024

Question 7: There are no notes on the plans. What is the intent for the existing driveways? Full removal and reconstruction, partial removal for pipe installation, if so what is the patching detail for trench patching? In some areas the new Side Drain pipes are beyond the end line of the proposed driveways.

Answer: All driveways are being reconstructed, except those specifically noted, as shown in the plans and in accordance with the General Notes in the addendum.

Question 8: Since there is going to be FDR, can the Storm Drain Crossing on Brisbon be backfilled with stone and no concrete patch?

Answer: Backfill according to GDOT standards.

Question 9: Can Town Centre road be close to through traffic during construction?

Answer: Any proposed road closures should be coordinated with the City of Richmond Hill and Bryan County.

Question 10: In our opinion the contract time of 120 calendar days is not achievable. Would you consider extending that to 210 days?

Answer: The contract time is 270 calendar days.

Question 11: The plan shows power poles in the sidewalk and adjacent to the timber bridge. Pile installation equipment will be in conflict with the power lines. Can steel, segmented, low overhead piles be installed instead of long timber piles?

Answer: The timber boardwalk has been eliminated from the project.

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 include new pay items.

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

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

PART III – DRAWINGS:

1. The attached plan sheets have been revised. Delete and replace corresponding plan sheets with the attached. The 18 series has been removed from the plan set. Delete the 18 series accordingly.

THOMAS & HUTTON

Doyle Kelley, PE

Project Manager

End of ADDENDUM NO. 2

Doyle D. Kelley, Jr., P.E.

Project Manager

00313 – 1

Z:\27691\27691.0068\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC

DOCUMENT 00313

BID FORM

PROJECT IDENTIFICATION: BRISBON ROAD REHAB AND SIDEWALK

CONTRACT IDENTIFICATION

AND NUMBER: J –27691.0068

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 July 23, 2024

2 August 20, 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

Conditions. BIDDER acknowledges such reports and drawings are not Contract

Documents and may not be complete for BIDDER’s purposes. BIDDER

00313 – 2 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

BRISBON ROAD REHAB AND SIDEWALK

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 28 ac $ –

163-0240 Mulch 250 tn $ –

163-0301 Construct and Remove Construction

Exits 2 ea $ –

163-0528 Construct and Remove Fabric Check

Dam- Type C Silt Fence 858 lf $ –

163-0550 Construct and Remove Inlet Sediment

Trap 29 ea $ –

165-0010 Maintenance of Temporary Silt Fence, Type A 11,670 lf $ –

165-0030 Maintenance of Temporary Silt Fence, Type C 860 lf $ –

165-0041 Maintenance of Check Dams - All Types 1 lf $ –

165-0101 Maintenance of Construction Exits 2 ea $ –

165-0105 Maintenance of Inlet Sediment Traps 29 ea $ –

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

167-1500 Water Quality Inspections 9 mo $ –

171-0010 Temporary Silt Fence, Type A 11,670 lf $ –

171-0030 Temporary Silt Fence, Type C 860 lf $ –

207-0203 Found Bkfill Matl, Tp 2 360 cy $ –

210-0100 Grading Complete 1 ls $ –

310-5060 Gr Aggr Base Crs, 6 Inch, Incl Material 1,200 sy $ –

310-5080 Gr Aggr Base Crs, 8 Inch, Incl Material 3,000 sy $ –

315-1000 Portland Cement 400 tn $ –

315-1080 Cement Stabilized Reclaimed base course 8 In, Incl Material 14,800 sy $ –

402-1812 Recycled Asph Conc Leveling, Inc

Bitum Matl & H Lime 1,200 tn $ –

402-3130

Recycled Asph Conc 12.5 mm

Superpave, GP 2 Only, Incl Bitum Matl &

H Lime (1.5")

1,800 tn $ –

402-3190

Recycled Asph Conc 19 mm

Superpave, GP 1 or 2, Incl Bitum Matl &

H Lime (2")

2,400 tn $ –

413-0750 Tack Coat 1,800 gl $ –

429-1000 Rumble Strips 6.00 ea $ –

432-5010 Mill Asph Conc Pvmt, Variable Depth 200 sy $ –

441-0016 Driveway Concrete, 6 In Tk 700 sy $ –

441-0104 Conc Sidewalk, 4 In 3,700 sy $ –

00313 – 4

BRISBON ROAD REHAB AND SIDEWALK

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

441-6222 Conc Curb & Gutter 8"x30, TP2 5,400 lf $ –

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

Width 6,100 lf $ –

550-3618 Safety End Section 18 In, Storm Drain, 6:1

Slope 4 ea $ –

550-33624 Safety End Section 24 In, Storm Drain, 6:1

Slope 4 ea $ –

550-4118 Flared End Section 18 In Side Drain 36 ea $ –

550-4218 Flared End Section 18 In Storm Drain 10 ea $ –

550-5180 Storm Drain Pipe, 18 In, Class III 1,800 lf $ –

550-5183 Storm Drain Pipe, 18 In, Class V 200 lf $ –

603-2181 Stn Dumped Rip Rap, TP3, 18 In 230 sy $ –

603-7000 Plastic Filter Fabric 230 sy $ –

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

30 sf $ –

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

210 sf $ –

636-2070 Galv Steel Posts, TP7 330 lf $ –

636-2080 Galv Steel Posts, TP8 25 lf $ –

636-2090 Galv Steel Posts, TP9 70 lf $ –

643-8200 Barrier Fence (Orange), 4 FT. 270 lf $ –

653-1501 Thermoplastic Solid Traf Stripe, 5 In, White 13,300 lf $ –

653-1502 Thermoplastic Solid Traf Stripe, 5 In, Yellow 6,000 lf $ –

653-1704 Thermoplastic Solid Traf Stripe, 24 In, White 150 lf $ –

653-1804 Thermoplastic Solid Traf Stripe, 8 In, White 880 lf $ –

653-3502 Thermoplastic Skip Traf Stripe, 5 In, Yellow 5,500 lf $ –

654-1001 Raised Pavement Markers, TP 1 300 ea $ –

668-2100 Drop Inlet, GP 1 29 ea $ –

668-4300 Storm Sewer Manhole, TP 1 1 ea $ –

668-7018 Drain Inlet, 18 IN 3 ea $ –

700-6910 Permanent Grassing 10.00 ac $ –

700-7000 Agricultural Lime 42.00 tn $ –

700-8000 Fertilizer Mixed Grade 13.00 tn $ –

700-8100 Fertilizer Nitrogen Content 500 lb $ –

TOTAL PROJECT $

00313 – 5

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 240 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 270 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:

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:

00313 – 6

BY:

State Contractor License No.

BRI

SBON

ROAD

H A R R I S

T R A I L

B R Y A N

N E C K

R O A D

T I

M B E

R A I L

STERLI

NKS

WAY

BRIS

BON R

OAD

S R

H A

R R I S

R A I L

99+91.74

BRISBON ROAD REHAB

BEGIN CONSTRUCTION

STA 160+49.13

BRISBON ROAD REHAB

END CONSTRUCTION

C A

N T

L E

D R

K E

E P

O P

S M

O K

T O

W N

N T

R S

H E

L T

O N

B R I S

MILES

PLANS COMPLETED

REVISIONS

1.147

PLAN AND PROFILE OF PROPOSED

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF PROJECT

APPROVAL BY:

RECOMMENDED FOR

TRAFFIC A.D.T.:

SPEED DESIGN:

% TRUCKS:

DESIGN DATA:

PROJECT DESIGNATION: EXEMPT

029 No.

BRYAN COUNTY

SPECIFICALLY DIRECTED TO SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

BIND THE DEPARTMENT OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS

HOWEVER, THE SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT

UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS.

INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED

THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY

LOCAL STREET

FUNCTIONAL CLASS:

100% IN CONG. DIST. NO. 1.

BRYAN COUNTY AND IS

THIS PROJECT IS 100% IN

OF 1988.

AMERICAN VERTICAL DATUM (NAVD)

1983)/94 WEST ZONE, AND THE NORTH

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED

BY:

PLANS PREPARED Thomas and Hutton

BRYAN COUNTY ENGINEER

0001 01-

LOCATION SKETCH

REHAB AND SIDEWALK

BRISBON ROAD

0 1

500 1000

SCALE IN FEET

0 250

.DEL

O D

KELL

E Y

SIGE

TERED

IGNE

NEER

No. 031048

PROFESSIONAL

11/05/2020 arce.r

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CONCOV

DRAWING No.

CONCOV-CE

www.thomasandhutton.com

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

S E

N O

T F

O R

C O

N S

T R

U C

DRAWING NO. DESCRIPTION REVISION DATE REVISION DATEDESCRIPTIONDRAWING NO.

Erosion Control Watershed Map-Sire Monitoring55-0001

BMP Location Details54-0001 - 54-0044

ESPC Drainage Area Map53-0001

ESPC General Notes Drawing51-0001 - 51-0009

Erosion Control Cover Drawing50-0001

Erosion Control Plans

Signing and Marking Plans and Details - Plan Drawings26-0001 - 26-0012

Utility Plans24-0001 - 24-0012

Cross Sections23-0001 - 23-0026

Drainage Structure Tables22-0001

Drainage Area Map21-0001

Driveway Profiles17-0001 - 17-0005

Crossroad, Side Street, and Frontage Road Profile Drawings16-0001

Mainline Roadway Profile Drawings15-0001 - 15-0012

Construction Plan13-0001 - 13-0012

Construction Layout Drawing (Stakeout Drawing)11-0001 - 11-0005

Typical Sections05-0001 - 05-0003

General Notes/Project Notes04-0001 - 04-0003

Index Drawing02-0001

Cover Drawing01-0001

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

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BRISBON ROAD REHAB

AND SIDEWALK

INDEX

www.thomasandhutton.com

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

S E

N O

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C O

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T R

U C

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

RECLAIMED BASE.

IT SHALL BE INCLUDED IN THE COST FOR CEMENT STABILIZED

ADDITIONAL GEOTECHNICAL WORK IS NEEDED FOR THE FDR MIX DESIGN

PROVIDED FOR USE BY THE CONTRACTOR IN THEIR MIX DESIGN.IF

SPECIFICATICATION 315. THE GEOTECHNICAL REPORT HAS BEEN

FOR FULL DEPTH RECLAMATION THAT MEETS GDOT STANDARD

5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A MIX DESIGN

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

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

A MINIMUM IF 72 HOURS PRIOR TO CONSTRUCTION.

DOWN OF SECTIONS OF EXISTING WATER MAINS USING EXISTING VALVES

TO COORDINATE WITH THE CITY OF RICHMOND HILL TO SCHEDULE SHUT

26. ALL EXISTING WATER AND SEWER MAINS ARE ACTIVE. CONTRACTOR

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 BRISBON ROAD AT ALL

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) PLACEMENT

EARTH AT A DEPTH OF NOT LESS THAN 24".

INSTALLED UNDERNEATH ROADWAYS AND DRIVES SHALL BE BURIED 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

WITH EXISTING GROUND.

LIMITS. ALL STUMPS OUTSIDE CUT/FILL LIMITS WILL BE CUT FLUSH

BRISBON ROAD. NO GRUBBING WILL BE ALLOWED OUTSIDE OF CUT/FILL

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

BE INCLUDED IN THE BID ITEM GRADING COMPLETE.

IS TWO FEET WIDE OR LESS. THE PRICE FOR CLASS B CONCRETE IS TO

40. CLASS B CONCRETE BASE TO BE USED FOR AREAS WHERE WIDENING

CONCRETE - DRIVEWAY CONCRETE, 6IN THICK

RESIDENTIAL:

6" GRADED AGGREGATE ON FILTER FABRIC

2" 19mm SUPERPAVE

39. ASPHALT DRIVES 1 1/2" 12.5mm SUPERPAVE

DURING CONSTRUCTION.

CONTRACTOR SHALL COORDINATE WITH COASTAL ELECTRIC COOPERATIVE

38. LIGHTING TO BE INSTALLED BY COASTAL ELECTRIC COOPERATIVE.

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.

REPORT.CONTRACTOR MAY EVALUATE NATIVE SOIL FOR CONFORMITY.

CONFORMITY TO TESTING AND SPECIFICATIONS IN GEOTECHNICAL

INFORMATIONAL PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE FOR

36. GEOTECHNICAL REPORT PROVIDED TO CONTRACTOR FOR

4:30 P.M. TO 6 P.M.

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

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

UTILITY OWNER SERVICE

CITY OF RICHMOND HILL WATER

CITY OF RICHMOND HILL SEWER

COASTAL ELECTRIC

COMCAST FIBER

CLEARWAVE FIBER

POWER

FIBER

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

8/20/2024 cook.c

GPLOT-ORD

gplotborder-ORD.tbl

2769168_04.dgn

3:16:28 PM

0001-04

GENERAL NOTES

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

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IN THE CENTER OF THE SIGN AND FLUSH WITH THE BACK OF THE SIGN.

½ INCH x (WIDTH OF SIGN) ALUMINUM OR GALVANIZED STEEL STRAP LOCATED

6. EACH 42 OR 48 INCH WIDE x 18 OR 24 INCH HIGH SIGN REQUIRES ONE 2 INCH x

INCH DIAMETER, DRILLED OR PUNCHED, AS SHOWN ON THE SIGN PLATE DETAILS.

WIDTH FROM THE EDGE OF THE SIGN. SIGN PLATE BOLT HOLES SHALL BE ⅜

THE SIGN. THE CENTERLINE OF EACH POST SHALL BE INSET 1/6TH OF THE SIGN

WITH THE BACK OF THE SIGN WITH ONE EACH ACROSS THE TOP AND BOTTOM OF

SIGN) ALUMINUM OR GALVANIZED STEEL STRAPS. THE STRAPS SHALL BE FLUSH

SHALL BE MOUNTED ON TWO POSTS WITH 2 EACH 2 INCH x ½ INCH x (WIDTH OF

5. SINGLE PLATE, HORIZONTAL RECTANGULAR SIGNS OVER 48 INCHES IN WIDTH

UNSTIPULATED DISTANCE BEHIND GUARDRAIL.

4c. WHEN GUARDRAIL IS PRESENT OR BEING PROPOSED, SIGNS SHALL BE POSTED AN

BE AT LEAST 2 FEET FROM THE CURB FACE TO THE NEARER EDGE OF THE SIGN(S).

GREATER. THE HORIZONTAL CLEARANCE IN NON-MOUNTABLE CURB SECTIONS SHALL

NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF THE SIGN(S), WHICHEVER IS

SHALL BE 6 FEET FROM THE EDGE OF THE PAVED SHOULDER OR 12 FEET FROM THE

4b. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON ALL OTHER ROADWAYS

NORMAL EDGE OF PAVED SHOULDER, OR EDGE OF GRADED SHOULDER WHEN PRESENT.

CLEARANCE FOR STANDARD HIGHWAY SIGNS ON RAMPS SHALL BE 2 FEET FROM THE

THE SIGN(S), UNLESS SPECIFIED OTHERWISE IN THE PLANS. HORIZONTAL

SHALL BE 32 FEET FROM THE NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF

4a. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON INTERSTATE HIGHWAYS

OF 7 FEET ABOVE THE SIDEWALK.

SIDEWALK IS PROPOSED OR EXISTING, THE SIGNS SHALL BE ERECTED AT A HEIGHT

THE NORMAL EDGE OF PAVEMENT TO THE BOTTOM OF THE SIGN OR ASSEMBLY. IF

3. ALL STANDARD HIGHWAY SIGNS SHALL BE ERECTED AT A HEIGHT OF 7 FEET ABOVE

OPERATIONS.

PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE OFFICE OF TRAFFIC

EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR OR BY THE

SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT

FIELD CONDITIONS WHERE NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS

2. SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET

SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS.

TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND THE GEORGIA SPECIFICATIONS,

ACCORDANCE WITH THE DETAILS SHOWN IN THE PLANS, THE MANUAL ON UNIFORM

1. ALL STANDARD HIGHWAY SIGNS SHALL BE FABRICATED AND ERECTED IN

OR ARE CONTRARY TO THESE SIGN PLANS.

ENGINEER, BE REQUIRED TO REMOVE ANY EXISTING SIGNS THAT ARE DUPLICATED

17. THE CONTRACTOR WILL, AS REQUESTED BY THE DISTRICT TRAFFIC OPERATIONS

BE SHOWN ON ALL R552-1 (LIMITED ACCESS) SIGNS IN THIS PROJECT, IF ANY.

16. REFER TO PLAN SHEETS FOR LOCATION OF THE DISTRICT ENGINEERS OFFICE TO

MISCELLANEOUS SIGNS.

15. FOR DETAILS OF SPECIAL DESIGN HIGHWAY SIGNS, SEE DETAILS OF

UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, FOR DETAILS.

OR SPUR SHALL USE 4 INCH SERIES "D" LETTERS. REFER TO THE MANUAL ON

14. ALL INTERSTATE, U.S., AND GEORGIA SHIELDS REQUIRING ALT, BUS, CONN, LOOP,

PUNCHED, SHALL BE REQUIRED TO PROPERLY MOUNT THE ASSEMBLY.

ON THE POST(S), ADDITIONAL⅜INCH DIAMETER HOLE(S), DRILLED OR

13. WHERE SIGNS WITHIN AN ASSEMBLY EXTEND BELOW THE STANDARD MOUNTING HOLES

WITHIN AN ASSEMBLY.

12. A ½ INCH MINIMUM AIR SPACE SHALL BE REQUIRED BETWEEN ALL SIGN PLATES

SIGNING SHALL HAVE TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING.

PORTION OF THE S5-1) SIGNS. ALL REGULATORY SIGNS WITHIN THE SCHOOL ZONE

SHALL BE USED FOR SCHOOL ZONE (S1-1, S2-1, S3-1, S4-3, AND THE TOP

11. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW GREEN REFLECTIVE SHEETING

BE USED FOR ALL WARNING SIGNS.

10. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW REFLECTIVE SHEETING SHALL

RED SERIES SIGNS (R1-1, R1-2, R1-3P, R5-1, R5-1A, R5-1B).

9. TYPE 11 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL

OR CLASS 2 ADHESIVE BACKING IS PERMISSIBLE.

AS SPECIFIED BELOW OR SPECIFIED OTHERWISE IN THE PLANS. EITHER CLASS 1

ALL STANDARD HIGHWAY SIGNS REQUIRING REFLECTORIZED BACKGROUNDS EXCEPT

8. TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR

TYPICAL FRAMING DETAILS.

FRAMES. FOR DETAILS AND STRAP SPECIFICATIONS REFER TO SIGN ASSEMBLY-

7. SIGN ASSEMBLIES SHALL BE MOUNTED ON ALUMINUM OR GALVANIZED STEEL STRAP

GENERAL NOTES - STANDARD SIGNS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

8/20/2024

Umberg.a

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9:51:57 AM

0002-04

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

Concrete Curb and Gutter, Concrete Curbs, Concrete Medians - 7/01/20229032b

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

Concrete Spillways9013

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

1122-1 Safety End Section (Concrete) (for Side Drain Pipe-or Storm Drain Pipe Parallel to Mainline) (Sheet 3 of 3) - 1/28/2005

1122-2 Safety End Section (Metal) (for Side Drain Pipe-or Storm Drain Pipe Parallel to Mainline) (Sheet 2 of 3) - 1/01/2005

1122-1 Safety End Section (Metal) (for Side Drain Pipe-or Storm Drain Pipe Parallel to Mainline) (Sheet 1 of 3) - 1/28/2005

Flared End Sections for Pipes. - 6/09/20061120

1035 Drain Inlet (Elbow type) - 11/01/1999

Concrete and Metal Pipe Culverts Sheet 3 of 3 - 9/26/20011030d3

Concrete and Metal Pipe Culverts Sheet 2 of 3 - 9/26/20011030d2

Concrete and Metal Pipe Culverts Sheet 1 of 3 - 9/01/20011030d1

1019ap Precast Drop Inlets - 8/01/1999

1019a Drop Inlets - 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

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

Concrete Flumes Type "A" & "B"D-9

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

D-6 Fabrication Details for Safety Grates - 10/01/1972

D-5 Safety Inlets with Grates - 6-21-1995

D-4 Ditch Drop Inlet With Fabricated Safety Grate and Weir Openings

A-4 Detectable Warning Surface Truncated Dome Size, Spacing and Alignment Requirements - 6/18/2009

A-3 Concrete Sidewalk Details Curb Cut (Wheelchair) Ramps - 9/15/2016

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.

4' MAX.

BENCHING DETAIL

4.5.28 NO SCALERevised 9/29/08

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

8/20/2024

Umberg.a

GPLOT-ORD

9:51:57 AM

0003-04

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

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GADOT

LOWNDES

N FULL DEPTH RECLAMATION WITH CEMENT TREATMENT, 8 IN

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

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

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)

CONC CURB & GUTTER, 8 IN X 30 IN, TP 1-4"

CONC SIDEWALK, 4 IN

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 8 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 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 - 165 LB/SY

REQUIRED PAVEMENT

BRISBON ROAD

FULL DEPTH RECLAMATION AND WIDENING

TYPICAL SECTION #1

STA. 158+40.06 to STA. 159+83.61

STA. 119+38.98 to STA. 133+63.40

STA.110+18.16 to STA. 118+15.16

STA. 103+64.49 to STA. 109+62.48

THE EXISTING PAVEMENT.

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 4.

SEE ROADWAY PLANS FOR LOCATION OF GUARDRAIL.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:

Existing LaneExisting Lane 2:

MAX

4:1

6%2%

4:1

DES.

Profile Grade

2% 2%

12'-0" 11'-0"

Travel Lane Travel Lane

11'-0" 8'-0" 10'-0"

2'-0" 2'-0"

TANGENT SECTION

2:1 MAX

5'-0"

Sidewalk

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

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

5'-0"

2'-0"

2:1

MAX.

AND MAX

2% TYP

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

8/20/2024

Umberg.a

GPLOT-ORD

2769168_05.dgn

9:54:51 AM

0001-05

TYPICAL SECTIONS

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

SCALE IN FEET

0 10 20

S E

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C O

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T R

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N FULL DEPTH RECLAMATION WITH CEMENT TREATMENT, 8 IN

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

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

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)

CONC CURB & GUTTER, 8 IN X 30 IN, TP 2-6"

CONC SIDEWALK, 4 IN

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 8 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 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 - 165 LB/SY

REQUIRED PAVEMENT

GADOT

LOWNDES

2% MAX

1% TYP

4:1

DES.

9'-0" TO 12'-0"

VARIES

2'-6"0'-0"

2'-0" TO

5'-0"

Sidewalk

2'-6"

2:1

MAX.

Existing LaneExisting Lane

4:1 DES.

Profile Grade

2% 2%

11'-0"

Travel Lane Travel Lane

11'-0" 8'-0"

2'-6"

TANGENT SECTION

BRISBON ROAD

FULL DEPTH RECLAMATION AND WIDENING

TYPICAL SECTION #2

STA. 134+00.00 to STA. 158+40.05

5'-5"

2:1 MAX.

MAX.4:

VARIES

4:1 DES.2:1 MAX.

THE EXISTING PAVEMENT.

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 4.

SEE ROADWAY PLANS FOR LOCATION OF GUARDRAIL.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

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.

whichever is greater.

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

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

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

8/20/2024

Umberg.a

GPLOT-ORD

9:54:51 AM

0002-05

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

SCALE IN FEET

0 10 20

S E

N O

T F

O R

C O

N S

T R

U C

N FULL DEPTH RECLAMATION WITH CEMENT TREATMENT, 8 IN

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

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

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)

CONC CURB & GUTTER, 8 IN X 30 IN, TP 2-6"

CONC SIDEWALK, 4 IN

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 8 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 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 - 165 LB/SY

REQUIRED PAVEMENT

GADOT

LOWNDES

THE EXISTING PAVEMENT.

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 4.

SEE ROADWAY PLANS FOR LOCATION OF GUARDRAIL.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

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.

whichever is greater.

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

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

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

Profile Grade

Travel Lane

11'-0" 8'-0" 10'-0"

2'-0"

TANGENT SECTION B

Existing Lane

2% MAX

1% TYP

4:1

DES.

11'-6"

2'-6"2'-0"5'-0"

Sidewalk

2'-0"

2:1

MAX.

Existing Lane

11'-0"

Travel Lane

4:1 DES.2:1 MAX.

BRISBON ROAD

FULL DEPTH RECLAMATION AND WIDENING

TYPICAL SECTION #3

STA. 118+15.17 to STA. 119+38.95

STA. 109+62.78 to STA. 110+19.00

STA.100+76.53 to STA. 103+64.16

2:1 MAX.

4:1 DES. 2:

MAX.4:

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

8/20/2024

Umberg.a

GPLOT-ORD

9:54:52 AM

0003-05

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

SCALE IN FEET

0 10 20

S E

N O

T F

O R

C O

N S

T R

U C

N FULL DEPTH RECLAMATION WITH CEMENT TREATMENT, 8 IN

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

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

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)

CONC CURB & GUTTER, 8 IN X 30 IN, TP 2-6"

CONC SIDEWALK, 4 IN

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 8 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 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 - 165 LB/SY

REQUIRED PAVEMENT

GADOT

LOWNDES

4:1

DES.

9'-6" TO 11'-6"

VARIES

2'-6"0'-0"

2'-0" TO

5'-0"

Sidewalk

2'-0"

2:1

MAX.

Existing LaneExisting Lane

4:1 DES.

Profile Grade

2% 2%

11'-0"

Travel Lane Travel Lane

11'-0" 8'-0"

2'-6"

TANGENT SECTION

BRISBON ROAD

FULL DEPTH RECLAMATION AND WIDENING

TYPICAL SECTION #4

STA. 159+84.70 to 160+42.80

STA. 100+11.80 to STA. 100+93.17

5'-5"

2:1 MAX.

MAX.4:

VARIES

4:1 DES.2:1 MAX.

THE EXISTING PAVEMENT.

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 4.

SEE ROADWAY PLANS FOR LOCATION OF GUARDRAIL.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

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.

whichever is greater.

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

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

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

1% TYP

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

8/20/2024

Umberg.a

GPLOT-ORD

9:54:52 AM

0004-05

BRISBON ROAD

REHAB AND SIDEWALK

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

SCALE IN FEET

0 10 20

S E

N O

T F

O R

C O

N S

T R

U C

BRISBON ROADBRISBON ROAD

CURVE# 1

PI 102+64.59

N 698,466.3692

E 923,279.7066

¬ 02°15'22.8" (RT)

D 00°35'59.84"

T 188.06'

L 376.08'

R 9550.00'

E 1.85' ed 2.0%

D.S. 35 mph

N85°02'39.5"E

P C

CURVE# 2

PI 112+19.40

N 698,511.3385

E 924,233.4962

¬ 03°51'40.9" (RT)

D 00°34'22.65"

T 337.09'

L 673.93'

R 10000.00'

E 5.68' ed 2.0%

D.S. 35 mph

P I

P O

CURVE #2CURVE #1

N87°18'02.2"E

ELEV.: 10.30'

923022.6462E

698373.9183N

POWER POLE

BENCH TIE IN WOOD

BENCHMARK "X"

STA 99+91.74

BEGIN CONSTRUCTION

BEGIN PROJECT

H A R R I S

T R

A I L

M A

A W I o

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

8/20/2024

Umberg.a

GPLOT-ORD

2769168_11.dgn

9:57:39 AM

0001-11

CONSTRUCTION LAYOUT

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

100 200

SCALE IN FEET

0 50

S E

N O

T F

O R

C O

N S

T R

U C

CURVE# 3

PI 118+89.15

N 698,497.7516

E 924,903.3643

¬ 10°47'19.0" (LT)

D 02°41'23.79"

T 201.13'

L 401.07'

R 2130.00'

E 9.48' ed 2.6%

D.S. 35 mph

N80°22'24 .1"E

P T

P C

P T

P I

CURVE #3

CURVE #2

S88°50'16.9"E

C A

N T

K E P L E

O O P

BRISBON ROAD

M A

A W I

M A

A W I

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

8/20/2024

Umberg.a

GPLOT-ORD

9:57:40 AM

0002-11

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

100 200

SCALE IN FEET

0 50

S E

N O

T F

O R

C O

N S

T R

U C

CURVE# 4

PI 136+75.91

N 698,796.7456

E 926,666.1375

¬ 09°09'52.9" (LT)

D 01°56'32.03"

T 236.44'

L 471.86'

R 2950.00'

E 9.46' ed 2.0%

D.S. 35 mphP C

P T

P I

CURVE #4

N80°22'24.1"E N71°12 '31.2"

ELEV.: 17.58'

E 926366.6386

N 698707.6414

PK & WASHER

BENCHMARK

T O

N T

S M

BRISBON ROAD

M A

A W I

M A

A W I

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

8/20/2024

Umberg.a

GPLOT-ORD

0003-11

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

100 200

SCALE IN FEET

0 50

S E

N O

T F

O R

C O

N S

T R

U C

N71°12'31.2"E

ELEV.: 15.09'

E 927374.4799

N 699009.4980

IN (SE) CORNER TOP STORM BOX

BENCHMARK "X"

S H

E L

T O

N S

B R

O N

C T

M A

T C

H L

I N

E S

T A

R A

W I N

G N o

M A

A W I

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

8/20/2024

Umberg.a

GPLOT-ORD

0004-11

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

100 200

SCALE IN FEET

0 50

S E

N O

T F

O R

C O

N S

T R

U C

P T

CURVE# 5

PI 157+17.21

N 699,454.6191

E 928,599.5871

¬ 18°15'25.2" (LT)

D 07°09'43.10"

T 128.55'

L 254.92'

R 800.00'

E 10.26' ed 3.4%

D.S. 25 mph

P I

P O

CURVE #5 N52°57'06.0"E

ELEV.: 18.29'

E 928682.4625

N 699476.3903

NAIL FOUND IN POWER POLE

BENCHMARK 1021

STA 160+49.13

END CONSTRUCTION

END PROJECT

S R

M A

A W I

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

8/20/2024

Umberg.a

GPLOT-ORD

9:57:41 AM

0005-11

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

100 200

SCALE IN FEET

0 50

S E

N O

T F

O R

C O

N S

T R

U C

A S

P H

A L T

ASPHALT PAVEMENT

DRIVE

ASPHALT

A S

P H

A L T

A V

E M

E N

WOODLINE

WOODLINEWOODLINE

W O

O D L

WOODLIN

BOX

RETURN

BOOK

F.F .E.

=11.

93BLOCK1-

STORY

GEORGIA TRANSMISSION CORP

HONNOR ENTERPRISES LLC

CHURCH BRISBAIN

BARRY WASHINGTON

ALFONSO WALKER

DSP-13 DEVELOPERS INC

DATA SHEET 14

DE4

DE5

DE26

DE96

SEE HARRIS TRAIL

PEDESTRIAN IMPROVEMENT PLANS

FOR R/W AQUISITION DATA

CURVE# 1

PI 102+64.59

N 698,466.3692

E 923,279.7066

¬ 02°15'22.8" (RT)

D 00°35'59.84"

T 188.06'

L 376.08'

R 9550.00'

E 1.85' ed 2.0%

D.S. 35 mph

P C

P T

N85°02'39.5"E

P O

CURVE #1

BRISBON ROAD

H A R R I S

T R

A I L

BEGIN PROJECT

BEGIN CONSTRUCTION

STA 99+91.74

CONST CL

923084.1785E

698449.4150N

STA 100+68.33

BEGIN R/W ACQUISTION

18"

YARD INLET

INSTALL 18"

1-B2

1-C

1-B1

1-A1

1-A2

1-A3

CURVE #1

65.06' Lt.OFF:

100+50.99STA:

BRISBON ROAD

BEGIN 5' CONCRETE SIDEWALK

BEGIN MILL AND INLAY

TIE TO EXISTING EDGE OF PAVEMENT

ST…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 23, 2024.