ITB 2024_011 Fellowship Road Safety Improveme.pdf

City of Tucker

Invitation to Bid

ITB # 2024-011

FELLOWSHIP ROAD SAFETY IMPROVEMENTS

BID MANUAL

City of Tucker 1975 Lakeside Parkway, Suite 350

Tucker, Georgia 30084

City of Tucker Invitation to Bid

ITB #2024-011

INVITATION: The City of Tucker, Georgia requests that interested parties submit proposals for the Fellowship Road Safety Improvements Project. Proposals will be accepted until the date and time listed below and will be awarded to the responsive and responsible bidder whose bid, conforming with all the material terms and conditions of the ITB, is the lowest in price. Addenda and updates to this bid manual will be posted on the City of Tucker website http://tuckerga.gov or may be requested by email procurement@tuckerga.gov.

BID ACTIVITY SCHEDULE

Invitation to Bid Issued May 7, 2024 Pre-Bid Conference N/A Deadline for Questions May 21, 2024, at 2:00 p.m. (EST) Responses to Questions Posted (Addenda) May 23, 2024 Bid Deadline June 6, 2024, at 2:00 p.m. (EST) Award at Council Meeting (Tentative) June 26, 2024 (Tentative) Completion from Notice to Proceed 120 calendar days

SCOPE OF WORK: Refer to Exhibit A and attached plans.

QUESTIONS: Submit all questions in writing to procurement@tuckerga.gov with the subject line “Questions: ITB #2024-011”.

PRE-BID CONFERENCE: A pre-bid conference will not be scheduled for this project.

ADDENDA: Responses to questions received will be by addenda and will be posted on the City website www.tuckerga.gov/bids. The signed acknowledgement issued with each addendum must be submitted with the proposal. It is the vendor’s responsibility to verify if any addenda were created.

SUBMITTAL REQUIREMENTS: Vendor shall submit ITB Response no later than June 6, 2024 at 2:00 p.m. electronically to procurement@tuckerga.gov with the subject line “Submittal: ITB #2024-011”. The email must contain the vendor’s contact information. Bid Submittal should be one PDF file and named <Company Name>.ITB 2024-011.Bid Submittal.pdf

BID TABULATON: Preliminary Bid results will be posted on the City’s website, http://tuckerga.gov/bids following the bid deadline.

http://tuckerga.gov/ mailto:procurement@tuckerga.gov mailto:procurement@tuckerga.gov http://www.tuckerga.gov/ mailto:procurement@tuckerga.gov http://tuckerga.gov/bids

BID DOCUMENT SUBMITTAL REQUIREMENTS:

1. Unit Price Bid Proposal Form – Exhibit B (Provided)

2. W-9 Form (Provided)

3. Certificate of Insurance

4. Contractor Affidavit (Provided)

5. Subcontractor Affidavit (Provided)

6. Proposed List of Subcontractors

7. Bid Bond Form (Provided)

8. Related Experience and References

9. Contact Form (Provided)

10. Acknowledgement of Addendum issued with each Addendum.

All responses must be received electronically by the Bid Deadline. (Addenda will show any schedule updates). No bids will be received orally or by phone. Late bids will not be considered.

Bids received after the deadline will be filed unopened. The City of Tucker reserves the right to reject any and all bids or any part, to waive any formalities to make an award and to re-advertise in the best interest of the City.

The city reserves the right to negotiate pricing and may, in its discretion, award a contract to the lowest responsible and responsive bidder submitting the proposal.

EXHIBIT A:

PURPOSE, INTENT AND PROJECT DESCRIPTION

The City of Tucker (City), requests that interested parties submit formal electronic bids for the construction of the Fellowship Road Safety Improvements Project.

This project includes the milling, patching, resurfacing, striping, installation of multiple landscaped medians, and traffic signal work along Fellowship Road from Lawrenceville Highway to Lavista Road per the attached plans and specifications. This document in its entirety for ITB 2024-011 is available for download on the City of Tucker website: http://tuckerga.gov/bids or request via email to procurement@tuckerga.gov. All future communications and supporting documents for ITB 2024-011 will be posted on the website.

GENERAL CONDITIONS

The contractor shall execute the work according to and meet the requirements of the following:

• Georgia Department of Transportation (GDOT) Specifications, Standards, and Details;

• The Contract Documents including but not limited to the scope of work, plans, and specifications;

• City of Tucker ordinances and regulations;

• OSHA standards and guidelines;

• MUTCD Traffic Control;

• Any other applicable codes, laws and regulations including but not limited to Section 45-10-

20 through 45-10-28 of the Official Code of Georgia Annotated, Title VI of the Civil Rights Act, Drug-Free Workplace Act, and all applicable requirements of the Americans with Disabilities Act of 1990.

The contractor will be responsible for providing all labor, materials, and equipment necessary to perform the work. This is a unit price bid. Payment will be made based on actual work completed.

The contractor is responsible for inspecting the jobsite prior to submitting a bid. No change orders will be issued for differing site conditions.

The successful bidder must have verifiable experience with construction of similar projects in accordance with these specifications. Bidder shall provide at least three examples and reference information (including company name, project name, contact name, phone number and email address) demonstrating experience successfully completing projects of similar scope.

10% retainage will be withheld from the total amount due the contractor until Final Acceptance of work is issued by the City. The City will inspect the work as it progresses.

PROSECUTION AND PROGRESS

The Contractor will mobilize with sufficient forces such that all construction identified as part of this contract shall be substantially completed within 120 days of Notice to Proceed. The contractor will be considered substantially complete when all work required by this contract has been completed (excluding final punch list work).

http://tuckerga.gov/bids mailto:procurement@tuckerga.gov

Upon Notice of Award, the Contractor will be required to submit a Progress Schedule. This schedule should accurately represent the intended work and cannot be vague or broad. The contractor shall submit a two-week advance schedule every Friday by 2:00PM, detailing scheduled activities for the following week.

The normal workday for this project shall be 7:00AM to 7:00PM and the normal workweek shall be Monday through Friday. Lane closures on Fellowship Road are limited to the hours of 9:00AM to 4:00PM. The City will consider extended workdays or workweeks upon written request by the Contractor on a case-by-case basis. No work will be allowed on national holidays (i.e. Memorial Day, July 4th, Labor Day, etc.).

The work will require bidder to provide all labor, administrative forces, equipment, materials, and other incidental items to complete all required work. A one (1) year Maintenance Bond will be required. The selected contractor will be responsible for the maintenance of materials for one (1) year including watering and replacement of dead materials. The City will conduct an inspection at the end of the warranty period.

The City shall perform a Final Inspection upon substantial completion of the work. The contractor will be allowed to participate in the Final Inspection. The contractor shall be assessed liquidated damages in the amount of $200.00 per calendar day for any contract work (excluding punch list items) that is not completed by 120 calendar days from Notice to Proceed. Liquidated damages shall be deducted from the 10% retainage held by the City.

The contractor shall complete any Punch List work within 45 calendar days of the Final Inspection.

All repairs shall be completed by the contractor at the contractor’s expense prior to issuance of Final Acceptance. The contractor will also be assessed liquidated damages in the amount of $200.00 per calendar day for not completing any required Punch List work within 45 calendar days of the Final Inspection.

PERMITS AND LICENSES

The contractor shall procure all permits and licenses, pay all charges, taxes and fees, and give all notices necessary and incidental to the due and lawful prosecution of the work.

BONDING AND INSURANCE REQUIREMENTS

No bid may be withdrawn for a period of forty-five (45) days after the bid deadline.

All bids must be accompanied by a Bid Bond of a reputable bonding company authorized to do business in the State of Georgia, in an amount equal to at least five percent (5%) of the total amount of the bid.

Upon Notice of Award, the successful contractor shall submit a Performance Bond payable to the City of Tucker in the amount of 100% of the total contract price. The successful contractor shall also submit a Payment Bond in the amount of 100% pursuant to O.C.G.A. § 36- 91-70 and 90.

Upon Notice of Award, the successful contractor shall procure and maintain a General Liability Insurance Policy with minimum limits of $1,000,000 per person and $3,000,000 per occurrence.

FELLOWSHIP ROAD SAFETY IMPROVEMENTS

PUBLIC NOTIFICATION

The contractor shall be responsible for installing variable message signs at each end of the project one week prior to commencement of work requiring lane closure. Payment for this will be included in the item for Traffic Control. The contractor shall be responsible for installing lane closure and construction signage per MUTCD guidelines. Payment for this will be included in the item for Traffic Control. Properties requiring driveway closures be notified no less than one week prior to said closures.

EXISTING CONDITIONS / DEVIATION OF QUANTITIES

All information given in this ITB concerning quantities, scope of work, existing conditions, etc. is for information purposes only. It is the Contractor’s responsibility to inspect the project site to verify existing conditions and quantities prior to submitting their bid. This is a Unit Price bid and no payment will be made for additional work without prior written approval from the City. At no time will Contractor proceed with work outside the prescribed scope of services for which additional payment will be requested without the written authorization of the City.

The City reserves the right to add, modify, or delete quantities. The City may also elect to add or eliminate certain parts of the project at its discretion. The Contractor will not be entitled to any adjustment of unit prices or any other form of additional compensation because of adjustments made to quantities and/or work locations. Contractor will be paid for actual in-place quantities completed and accepted for pay items listed in the Bid Schedule. All other work required by this ITB, plans, specs, standards, etc. but not specifically listed in the Bid Schedule shall be considered “incidental work” and included in the bid prices for items on the Bid Schedule.

TRAFFIC CONTROL

The contractor shall, at all times, conduct their work so as to ensure the least possible obstruction of traffic. The safety and convenience of the general public and the residents along the roadway and the protection of persons and property shall be provided for by the contractor as specified in the State of Georgia, Department of Transportation Standard Specifications Sections 104.05, 107.09 and 150.

Traffic whose origin and destination are within the limits of the project shall be provided ingress and egress at all times unless otherwise specified by the City. The ingress and egress includes entrances and exits via driveways at various properties, and access to the intersecting roads and streets. The contractor shall maintain sufficient personnel and equipment (including flaggers and traffic control signing) on the project at all times, particularly during inclement weather, to ensure that ingress and egress are safely provided when and where needed.

Two-way traffic shall be maintained at all times, unless otherwise specified or approved by the City. In the event of an emergency situation, the Contractor shall provide access to emergency vehicles and/or emergency personnel through or around the construction area. Any pavement damaged by such an occurrence will be repaired by the Contractor at no additional cost to the City.

The contractor shall furnish, install, and maintain all necessary and required barricades, signs and other traffic control devices in accordance with the MUTCD and DOT specifications, and take all necessary precautions for the protection of the workers and safety of the public.

FELLOWSHIP ROAD SAFETY IMPROVEMENTS

All existing signs, markers and other traffic control devices removed or damaged during construction operations will be reinstalled or replaced at the contractor’s expense, except as otherwise called for in the plans. At no time will contractor remove regulatory signing which may cause a hazard to the public.

PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE

The contractor shall be responsible for the preservation of all public and private property, crops, fishponds, trees, monuments, highway signs and markers, fences, grassed and sodded areas, etc.

along and adjacent to the highway, road or street, and shall use every precaution necessary to prevent damage or injury thereto, unless the removal, alteration, or destruction of such property is provided for under the contract.

When or where any direct or indirect damage or injury is done to public or private property by or on account of any act, omission, neglect or misconduct in the execution of the work, or in consequence of the non-execution thereof by the contractor, he shall restore, at his/her own expense, such property to a condition similar or equal to that existing before such damage or injury was done, by repairing, rebuilding or otherwise restoring as may be directed, or she/he shall make good such damage or injury in an acceptable manner. The contractor shall correct all disturbed areas before retainage will be released.

ADJUSTING UTILITY STRUCTURES TO GRADE

All sewer manholes and water valves are to be adjusted by the DeKalb County Department of Watershed Management. The contractor shall coordinate required utility adjustments with the CEI inspector and Dekalb County.

THERMOPLASTIC PAVEMENT MARKINGS

This work shall include Thermoplastic Pavement Markings. Final (thermoplastic) pavement markings shall be placed at least 15 calendar days but no more than 60 calendar days after placement of final asphalt lift. These final pavement markings shall match the signing & marking plans including center lines, lane lines, turn arrows, crosswalks, stop bars, etc. unless specifically directed otherwise by the City. Final pedestrian crosswalk markings shall adhere to the latest standards. Pavement marking materials shall meet GDOT standard specifications and be on the qualified products list. Temporary pavement markings, where required, shall be included in the pay item for thermoplastic pavement markings. There is no separate pay item for temporary pavement markings.

CLEANUP

All restoration and clean-up work shall be performed daily. Operations shall be suspended if the contractor fails to accomplish restoration and clean-up within an acceptable period of time. Asphalt and other debris shall be removed from gutters, sidewalks, yards, driveways, etc. Failure to perform clean-up activities may result in suspension of the work.

SAFETY

Beginning with mobilization and ending with acceptance of work, the contractor shall be responsible for providing a clean and safe work environment at the project site. The contractor shall comply with all OSHA regulations as they pertain to this project.

FELLOWSHIP ROAD SAFETY IMPROVEMENTS

SPECIAL CONDITIONS

1. All signage and signposts shall match the existing decorative selection to maintain the downtown aesthetic.

2. All disturbed or damaged grassing, landscaping beyond the project limits is to match existing conditions.

3. Contractor shall be required to meet all GDOT lane closure requirements. Signage and all other forms of traffic control shall be included in the “TRAFFIC CONTROL” quantity for the project.

4. Yellow ADA detectable warning surfaces should be included in “CONC SIDEWALK, 4 IN” for all ADA ramp construction.

5. “CONCRETE MEDIAN” Includes all labor, materials and equipment costs to install concrete median with planting beds, planting soil, landscaping materials and mulch as called for in the plans.

6. “STORM DRAIN PIPE, 18 IN, CLASS III” Includes all labor, materials and equipment costs to excavate, install pipe, backfill with GAB, cap trench with 8" Class B concrete and 2" 12.5 mm asphalt.

7. Removal of any existing thermoplastic shall be done with water blasting/hydro blasting method only.

8. RRFBs to match the image below of existing fixtures on Main Street including technical details and decorative pole selection.

Exhibit B: Cost Proposal

ITEM

NO. UNITS ITEM DESCRIPTION QTY PRICE AMOUNT

150-1000 LS TRAFFIC CONTROL

210-0100 LS GRADING COMPLETE

441-0104 SY CONC SIDEWALK, 4 IN

441-0748 SY

CONCRETE MEDIAN, 6 IN (Includes all labor, materials and equipment costs to install concrete median with planting beds, planting soil, landscaping materials and mulch as called for in the plans)

550-5180 LF

STORM DRAIN PIPE, 18 IN, CLASS III (Includes all labor, materials and equipment costs to excavate, install pipe, backfill with GAB, cap trench with 8" Class B concrete and 2" 12.5 mm asphalt)

668-1100 EA CATCH BASIN, GP 1

611-3000 EA RECONSTR CATCH BASIN, GROUP 1

636-1033 SF HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 9

636-1036 SF HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 11

636-2070 LF GALV STEEL POSTS, TP 7

636-2090 LF GALV STEEL POSTS, TP 9

636-4104 EA PLASTIC FLEXIBLE DELINEATOR, TP 2B

647-1000 LS TRAFFIC SIGNAL INSTALLATION NO - 1 - FELLOWSHIP

ROAD AT LAVISTA ROAD

636-1033 SF HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 9

647-1030 EA RRFB INSTALLATION - DOUBLE SIDED RRFB, HIGH

CAPACITY SOLAR POWERED

653-0110 EA THERMOPLASTIC PVMT MARKING, ARROW, TP 1

653-0120 EA THERMOPLASTIC PVMT MARKING, ARROW, TP 2

653-0210 EA THERMOPLASTIC PVMT MARKING, WORD, TP 1

653-1501 LF THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE

653-1502 LF THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW

2,816

653-1704 LF THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE

653-1804 LF THERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE

FELLOWSHIP ROAD SAFETY IMPROVEMENTS

653-3501 GLF THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, WHITE

2,022

653-3502 GLF THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, YELLOW

1,120

653-6004 SY THERMOPLASTIC TRAF STRIPING, WHITE

653-6006 SY THERMOPLASTIC TRAF STRIPING, YELLOW

654-1001 EA RAISED PVMT MARKERS TP 1

654-1003 EA RAISED PVMT MARKERS TP 3

656-0050 LF REMOVE EXIST SOLID TRAF STRIPE, 5 IN,

THERMOPLASTIC (Water blasting/hydroblasting method only)

2,746

656-0080 LF REMOVE EXIST SOLID TRAF STRIPE, 8 IN,

656-1050 LF REMOVE EXIST SKIP TRAF STRIPE, 5 IN,

1,675

PROJECT TOTAL:

Company Name:

Address:

Contact Person:

Phone Number:

Email Address:

Signature:

*In case of discrepancy between the unit price and the total price on the completed Bid Schedule, the unit price will prevail, and the total price will be corrected.

MILES

PLANS COMPLETED

REVISIONS

0.364

0.000

0.364

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

0.000

0.364

LENGTH OF PROJECT

89 COUNTY No.

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

THE DEPARTMENT OF TRANSPORTATION.

HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN

" DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE STATE

STATE HIGHWAY DEPARTMENT ", " HIGHWAY DEPARTMENT ", OR

DEPARTMENT OF GEORGIA ", " STATE HIGHWAY DEPARTMENT ", " GEORGIA

USED IN CONNECTION WITH THIS DOCUMENT, TO " STATE HIGHWAY

WRITINGS, DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS,

NOTE :

VERTICAL DATUM.

WITHOUT A COORDINATE SYSTEM OR

THIS PROJECT HAS BEEN PREPARED

Project No. N/A

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001 01-

LOCATION SKETCH

FUNCTIONAL CLASS: MAJOR COLLECTOR

SPEED DESIGN: 35 MPH

24 HR.TRUCKS %: 8%

TRAFFIC A.D.T.: 23,800

DESIGN DATA:

UNDER THE SUPERVISION OF

BRITTANY M. TYSON, PE

PLANS PREPARED BY

SAFETY IMPROVEMENTS

FELLOWSHIP ROAD

CITY OF TUCKER

FELLOWSHIP ROAD

HTTP://MYDOCS.DOT.GA.GOV/INFO/GDOTPUBS/CONSTRUCTIONSTANDARDSANDDETAILS/FORMS/ALLITEMS.ASPX

AND DETAILS BOOK IS AVAILABLE AT:

AND DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS. THE 2024 CONSTRUCTION STANDARDS

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2024 CONSTRUCTION STANDARDS

LOCATION

PROJECT

11/05/2020

$USER$

DATE$$$ $PRF8$

$$PENTABLE$$

$DGN$

CONCOV

P.I. No.

N/A

DRAWING No.

CONCOV-CE

E 2280911.491

N 1400442.419

STA 99+80.00

BEGIN CONSTRUCTION

BEGIN PROJECT

E 2281224.2288

N 1402293.5295

STA 119+00.00

END CONSTRUCTION

END PROJECT

04/30/2024

DRAWING NO. DESCRIPTION REVISION DATE REVISION DATEDESCRIPTIONDRAWING NO.

01-001 COVER SHEET

04-001 GENERAL NOTES

05-001 - 05-002 TYPICAL SECTIONS

13-001 - 13-005 CONSTRUCTION PLANS

27-001 SIGNAL PLANS

02-001 INDEX

GROUP CONSTRUCTION PLANS

06-001 SUMMARY OF QUANTITIES

26-001 - 26-005 SIGNING AND MARKING PLANS

03-001 REVISION SUMMARY SHEET

07-001 QUANTITIES REQUIRED BY AMENDMENT

08-001 QUANTITIES REQUIRED BY CONSTRUCTION

29-001 - 29-008 LANDSCAPE PLANS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

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GPLN-CE

02-001

FELLOWSHIP ROAD

SAFETY IMPROVEMENTS

N/A

INDEX

REVISIONDRAWING NO.DATE DATE DRAWING NO. REVISION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

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03-001

REVISION SUMMARY

CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ACROSS DISTURBED AREAS AND INTO DRAINAGE FEATURES.13.

BID FOR GRADING COMPLETE.

CONCRETE SURFACE. ALL COSTS ASSOCIATED WITH THIS REQUIREMENT SHALL BE INCLUDED IN THE PRICE

STRUCTURES WHICH ARE TO REMAIN SHALL BE SET FLUSH WITH THE TOP OF THE PROPOSED GRADE OR

ALL EXISTING ELECTRICAL BOXES, WATER METER BOXES, VALVE BOXES AND ANY OTHER UTILITY 12.

BE STORED WITHIN THE DRIP LINE OF TREES.

CONSTRUCTION AND STORAGE AREAS SHALL BE KEPT NEAT AND CLEAN. EQUIPMENT AND MATERIAL SHALL NOT

EQUIPMENT AND MATERIALS SHALL BE STORED OFF-SITE OR IN AREAS APPROVED BY THE ENGINEER. 11.

IMPROVEMENTS OUTSIDE OF THE EXISTING RIGHT OF WAY LINES SHOWN ON THE SECTION 13 DRAWINGS.

CONTRACTOR SHALL NOT WORK, STORE MATERIALS, SETUP EQUIPMENT, DISTURB PROPERTY OR MAKE 10.

LOCATION IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.

AND OTHER DELETERIOUS MATERIALS SHALL BE HAULED OFF-SITE AND BE DISPOSED OF AT AN APPROVED

LIMITS. DEMOLITION DEBRIS SHALL BECOME PROPERTY OF THE CONTRACTOR AND WASTE SOILS, VEGETATION, THERE IS NO KNOWN SUITABLE PLACE TO BURY EXISTING CONSTRUCTION DEBRIS WITHIN THE PROJECT'S 9.

DETECTABLE WARNING SURFACES AT ADJACENT INTERSECTIONS.

DETECTABLE WARNING SURFACES TO BE INSTALLED UNDER THIS CONTRACT SHALL BE THE SAME COLOR AS 8.

PAVEMENT, ASPHALT SHOULDER, AND CURB AND GUTTER.

THE PRICE BID FOR GRADING COMPLETE. THIS INCLUDES BUT IS NOT LIMITED TO REMOVAL OF ASPHALT

NECESSARY TO CONSTRUCT ELEMENTS OF THE PROJECT. THE COST FOR ALL REMOVALS SHALL BE INCLUDED IN

NO ADDITIONAL PAYMENT WILL BE MADE FOR REMOVAL OF ITEMS AS CALLED FOR IN THE PLANS OR AS 7.

BE INCLUDED IN THE PRICE BID FOR GRADING COMPLETE.

GRASS IS ESTABLISHED AND ACCEPTED BY THE ENGINEER. THE COST FOR ALL GRASSING AND MULCH SHALL

SPECIFICATION SECTION 7OO-GRASSING. GRASSED AREAS SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL

ALL NON-PAVED DISTURBED AREAS SHALL BE GRASSED AND MULCHED IN ACCORDANCE WITH CURRENT GDOT 6.

ACRE, AS PER GENERAL NPDES PERMICOSTT NO. GAR100002.

A NOTICE OF INTENT IS NOT REQUIRED FOR THIS PROJECT SINCE DISTURBED AREA IS LESS THAN ONE 5.

GRADING COMPLETE.

FOR ESTABLISHMENT OF SURVEY CONTROL AND ALL SURVEY LAYOUT SHALL BE INCLUDED IN THE PRICE BID FOR

POINTS IN AERIAL ORTHOGRAPHIC IMAGE FILES AND MICROSTATION CADD FILES PROVIDED BY THE CITY. COST

CONTRACTOR SHALL ESTABLISH SURVEY CONTROL POINTS IN THE FIELD BY SELECTING SUITABLE, VISIBLE 4.

DOCUMENTS.

SPECIFICATIONS TO THE STANDARD SPECIFICATIONS, AND AS MODIFIED BY THE PLANS AND CONTRACT

SPECIFICATIONS, 2021 EDITION, GDOT PUBLISHED SPECIAL PROVISIONS AND SUPPLEMENTAL

PROJECT TO BE CONSTRUCTED PER GEORGIA DEPARTMENT OF TRANSPORTATION (GDOT) STANDARD 3.

MARKING OF UNDERGROUND UTILITIES.

REQUIRED TO USE THE ONE-CALL CENTER TELEPHONE NUMBER (811) FOR THE PURPOSE OF COORDINATING THE

UTILITY WORK COORDINATION WILL BE REQUIRED AS PART OF THIS CONTRACT. THE CONTRACTOR SHALL BE 2.

CONTRACTOR'S EXPENSE.

SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED PROMPTLY AT THE

FOR INSTRUCTIONS TO RESOLVE ANY CONFLICTS. ANY DAMAGE OR INTERRUPTION OF EXISTING UTILITIES

ENCOUNTERED DURING EXCAVATION OPERATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY

SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION. IF UTILITIES ARE

THE LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN ON THE PLANS. UNDERGROUND UTILITY LOCATIONS1.

REPLACEMENT SHALL BE INCLUDED IN THE PRICE BID FOR LOOP DETECTOR.

SIGNAL PLANS WITH THE EXCEPTION OF LOOP DETECTORS. COST FOR LOOP DETECTOR INSTALLATION OR

16. THE PRICE BID FOR TRAFFIC SIGNAL INSTALLATION SHALL INCLUDE ALL ITEMS CALLED FOR ON THE

APPROVAL FROM THE ENGINEER BEFORE INSTALLING.

THE CONTRACTOR SHALL MARK THE OUTLINE OF RAISED CONCRETE MEDIANS AND ISLANDS AND RECEIVE 15.

SPECIFICATION SECTION 441-MISCELLANEOUS CONCRETE.

CLASS 'A' CONCRETE. CONCRETE SHALL BE PREPARED AND INSTALLED IN ACCORDANCE WITH CURRENT GDOT

ALL CONCRETE TO BE USED FOR THE CONSTRUCTION OF CURB AND GUTTER TO BE 14.

GENERAL NOTES

MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL

4:00 PM TO 7:00 PM MONDAY THROUGH FRIDAY.

THE CONTRACTOR SHALL NOT IMPEDE TRAFFIC BETWEEN THE HOURS OF 7:00 AM TO 9:00 AM AND 23.

THROUGH SATURDAY.

THE CONTRACTOR SHALL RESTRICT WORK HOURS TO THE PERIOD FROM 7:00 AM TO 7:00 PM MONDAY 22.

ROAD AT ALL TIMES.

THE CONTRACTOR SHALL MAINTAIN ONE LANE OF TRAFFIC IN EACH DIRECTION ALONG CHAMBLEE TUCKER 21.

MARKING.

FROM ONE MONTH PRIOR TO MEDIAN ISLAND CONSTRUCTION UNTIL TWO MONTHS AFTER COMPLETION OF FINAL

AND COORDINATE WITH THE ENGINEER ON THEIR PLACEMENT AND MESSAGES TO BE DISPLAYED CONTINUOUSLY

20. THE CONTRACTOR WILL PROVIDE, MAINTAIN, AND OPERATE TWO (2) PORTABLE CHANGEABLE MESSAGE SIGNS

TRAFFIC CONTROL.

SIGNS, AND OTHER TRAFFIC CONTROL METHODS, SHALL BE INCLUDED IN THE LUMP SUM PRICE BID FOR

MARKING, BARRICADES, CHANNELIZING DEVISES, WARNING SIGNS, TWO (2) PORTABLE CHANGEABLE MESSAGE

ALL WORK ASSOCIATED WITH TRAFFIC CONTROL AND MAINTENANCE OF TRAFFIC, INCLUDING TEMPORARY 19.

SHALL HAVE THE PRIOR WRITTEN APPROVAL OF THE ENGINEER.

CLOSURES OF EXISTING, INTERIM AND FINAL PEDESTRIAN FACILITIES SHALL BE KEPT TO A MINIMUM AND

MAINTAINED. WHERE PEDESTRIAN ROUTES ARE CLOSED TEMPORARILY, ALTERNATE ROUTES SHALL BE PROVIDED.

ALL EXISTING PEDESTRIAN FACILITIES, INCLUDING ACCESS TO TRANSIT STOPS, SHALL BE 18.

DEVICES CMUTCD), LATEST EDITION AND/OR AS DIRECTED BY THE ENGINEER.

SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL

PARKING AREAS AS MAY BE REQUIRED FOR THE PROTECTION AND SAFETY OF THE PUBLIC. ALL TEMPORARY

LIGHTS, WARNING SIGNS, AND OTHER TRAFFIC CONTROL METHODS ADJACENT TO EXISTING ROADWAYS AND

THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT BARRICADES, 17.

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

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04-001

GENERAL NOTES

SIGNING AND MARKING

INSTALLATION.

THE CONTRACTOR SHALL STAKE ALL SIGN LOCATIONS AND RECEIVE APPROVAL FROM THE ENGINEER BEFORE 34.

ARE DUPLICATED OR ARE CONTRARY TO THESE SIGN PLANS.

THE CONTRACTOR WILL, AS REQUESTED BY THE ENGINEER, BE REQUIRED TO REMOVE ANY EXISTING SIGNS THAT 33.

3/8 INCH DIAMETER HOLE(S), DRILLED OR PUNCHED, SHALL BE REQUIRED TO PROPERLY MOUNT THE ASSEMBLY.

WHERE SIGNS WITHIN AN ASSEMBLY EXTEND BELOW THE STANDARD MOUNTING HOLES ON THE POST(S), ADDITIONAL 32.

A 1/2 INCH MINIMUM AIR SPACE SHALL BE REQUIRED BETWEEN ALL SIGN PLATES WITHIN AN ASSEMBLY.31.

HAVE TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING.

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

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

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

BE USED FOR ALL WARNING SIGNS.

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).

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

TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR30.

DETAILS.

NOTED IN THE PLANS. FOR DETAILS AND STRAP SPECIFICATIONS REFER TO SIGN ASSEMBLY-TYPICAL FRAMING

SIGN ASSEMBLIES SHALL BE MOUNTED ON ALUMINUM ON GALVANIZED STEEL STRAP FRAMES, UNLESS OTHERWISE 29.

THE SIGN.

ALUMINUM OR GALVANIZED STEEL STRAP LOCATED IN THE CENTER OF THE SIGN AND FLUSH WITH THE BACK OF

EACH 42 OR 48 INCH WIDE x 18 OR 24 INCH HIGH SIGN REQUIRES ONE 2 INCH x 1/2 INCH x (WIDTH OF SIGN) 28.

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

THE HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS IN NON-MOUNTABLE CURB SECTIONS SHALL BE27.

PAVEMENT, CURB OR SIDEWALK TO THE BOTTOM OF THE SIGN OR ASSEMBLY.

ALL STANDARD HIGHWAY SIGNS SHALL BE ERECTED AT A HEIGHT OF 7 FEET ABOVE THE NORMAL EDGE OF 26.

ENGINEER WITHOUT PRIOR APPROVAL FROM THE ENGINEER.

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

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

SIGN ERECTION LOCATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET FIELD CONDITIONS WHERE 25.

THE GEORGIA SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS.

SHOWN IN THE PLANS, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), CURRENT EDITION, AND

ALL STANDARD HIGHWAY SIGNS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE DETAILS 24.

PRICE BID FOR INSTALLING THE RRFB ASSEMBLY.

FUNCTIONING PROPERLY FOR 15 DAYS AFTER REPAIR. BURN-IN PERIOD WORK SHALL BE INCLUDED IN THE

THE 15TH THROUGH 30TH DAY, FINAL ACCEPTANCE WILL BE WITHHELD UNTIL ALL THE EQUIPMENT IS

DURING THE 15TH THROUGH 30TH DAY OF THE BURN-IN PERIOD. IF ANY EQUIPMENT HAS FAILED DURING

OF THE BURN-IN PERIOD WILL BE GRANTED ON THE 30TH DAY UNLESS ANY EQUIPMENT HAS MALFUNCTIONED

OF THE FIELD OPERATION OF THE RRFB ASSEMBLY FOR 30 DAYS. SUCCESSFUL COMPLETION AND ACCEPTANCE

SHALL PROVIDE A BURN-IN PERIOD FOR ALL WORK AND EQUIPMENT INCLUDED IN THE CONTRACT CONSISTING

FOLLOWING THE SUCCESSFUL FIELD INSTALLATION TEST FOR ALL THE RRFB ASSEMBLIES, THE CONTRACTOR 41.

ASSEMBLY.

PRESENCE OF THE ENGINEER. TESTING SHALL BE INCLUDED IN THE PRICE BID FOR INSTALLING THE RRFB

WORK PRIOR TO THE BEGINNING OF ANY ACCEPTANCE TESTING AT A GIVEN RRFB ASSEMBLY SITE IN THE

TEST SCHEDULE NO LESS THAN FOURTEEN CALENDAR DAYS PRIOR TO BEGINNING TESTING. COMPLETE ALL

PROCEDURES PRIOR TO BEGINNING ACCEPTANCE TESTING. NOTIFY THE ENGINEER OF A DESIRED ACCEPTANCE

THIS CONTRACT AT EACH RRFB ASSEMBLY FIELD INSTALLATION. OBTAIN ENGINEER'S APPROVAL FOR ALL TEST

CONTRACTOR SHALL PERFORM ACCEPTANCE TESTING FOR ALL EQUIPMENT, HARDWARE AND WORK PROVIDED UNDER 40.

TO ENSURE UNOBSTRUCTED SUNLIGHT.

INSTALLED IN UNOBSTRUCTED SUNLIGHT, A SEPARATE POLE FOR MOUNTING THE SOLAR PANEL MAY BE REQUIRED

ALL RRFB ASSEMBLIES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. SOLAR PANELS SHALL BE 39.

ATTACHED TO THE ASSEMBLY, HARDWARE AND WIRING, INSTALLATION, TESTING, AND BURN-IN PERIOD WORK.

COMMUNICATIONS SYSTEM, SOLAR PANEL SYSTEM, PUSH BUTTON, SIGNS CALLED FOR IN THE PLANS TO BE

FLASHING BEACON, MOUNTING POLE AND BASE, POLE FOUNDATION AND ANCHOR BOLTS, WIRELESS

CAPACITY. PRICE BID FOR INSTALLING THE CONTRACTOR PROVIDED RRFB ASSEMBLY SHALL INCLUDE THE

PANEL SHALL HAVE A MINIMUM 30-WATT OUTPUT AND THE BATTERY SHALL HAVE A MINIMUM 35 AMP-HOUR

PUSH BUTTON ACTIVATED. WHERE A HIGH-CAPCITY SOLAR PANEL IS CALLED FOR IN THE PLANS, THE SOLAR

BY THE CITY, IN ACCORDANCE WITH CURRENT FHWA GUIDANCE. RRFB SHALL BE SOLAR POWERED, AND BULLDOG

RRFB ASSEMBLIES PROVIDED BY THE CONTRACTOR SHALL BE MANUFACTURED BY TAPCO, OR EQUAL APPROVED 38.

INSTALLATION.

THE CONTRACTOR SHALL STAKE ALL RRFB LOCATIONS AND RECEIVE APPROVAL FROM THE ENGINEER BEFORE 37.

ITEMS.

FOR IN THE PLANS OR DIRECTED BY THE ENGINEER SHALL BE INCLUDED IN THE PRICE BID FOR OTHER SIGN

REMOVAL, RELOCATION AND ADJUSTMENT OF SIGNS, ALONG WITH ADJUSTMENTS TO SIGN SUPPORTS AS CALLED 36.

ADJUST SPAN WIRE TENSION AS APPROPRIATE WHEN MOVING OR REPLACING OVERHEAD SIGNS.35.

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

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DATE:

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04-002

GADOT

PAULDING

PONTIAC

GADOT

PAULDING

PONTIAC

GADOT

PAULDING

PONTIAC

EXISTING SIDEWALK TO REMAIN

CURB & GUTTER TO REMAIN

EXISTING 8"X30" TYPE 2

EXISTING SIDEWALK TO REMAIN

CURB & GUTTER TO REMAIN

EXISTING 8"X30" TYPE 2

EXISTING SIDEWALK TO REMAIN

CURB & GUTTER TO REMAIN

EXISTING 8"X30" TYPE 2

EXISTING SIDEWALK TO REMAIN

CURB & GUTTER TO REMAIN

EXISTING 8"X30" TYPE 2

EXISTING SIDEWALK TO REMAIN

CURB & GUTTER TO REMAIN

EXISTING 8"X30" TYPE 2

EXISTING SIDEWALK TO REMAIN

CURB & GUTTER TO REMAIN

EXISTING 8"X30" TYPE 2

2'-0" 2'-0"

2'-0"

RAISED MEDIAN

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

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05-001

TYPICAL SECTIONS

TRAVEL LANE

12'-0"

TRAVEL LANE

12-0"

TURN LANE

12'-0"

LC

STA 100+00 TO STA 106+38

FELLOWSHIP ROAD

TYPICAL SECTION NO. 1

TRAVEL LANE

12'-0"

TRAVEL LANE

11'-0"

TRAVEL LANE

11-0"

TURN LANE

15'-0"

LC

STA 115+13 TO STA 117+50

STA 108+40 TO STA 114+58

FELLOWSHIP ROAD

TYPICAL SECTION NO. 3

TRAVEL LANE

11'-0"

TRAVEL LANE

11'-0"

TRAVEL LANE

11-0"

MEDIAN

15'-0"

LC

STA 114+58 TO STA 115+13

STA 106+38 TO STA 108+40

FELLOWSHIP ROAD

TYPICAL SECTION NO. 2

TRAVEL LANE

11'-0"

R 5'-6"

213'-0"

FOR CONCRETE MEDIAN DETAILS

NOTE: REFER TO GDOT STANDARD 9032B

1'-0"

1'-0"

11'-0"

R 5'-6"

OF HARDWOOD MULCH

FOR PLANTINGS,COVER WITH 3"

BACKFILL WITH SUITABLE SOIL

SUB-BASE TO A DEPTH OF 30",

ASPHALT PAVEMENT, BASE, AND

SAWCUT AND REMOVE EXISTING

DETAILS

DETAIL A4 FOR DETECTABLE WARNING

FOR CONCRETE MEDIAN DETAILS AND GDOT

NOTE: REFER TO GDOT STANDARD 9032B

5'-0"

12'-9"

R 2'-0"

R 3'-0"

R 2'-0"

3'-10"

R 5'-6"

66'0"

55'-0"

FOR CONCRETE MEDIAN DETAILS

NOTE: REFER TO GDOT STANDARD 9032B

1'-0"

1'-0"

11'-0"

R 5'-6"

OF HARDWOOD MULCH

FOR PLANTINGS,COVER WITH 3"

BACKFILL WITH SUITABLE SOIL

SUB-BASE TO A DEPTH OF 30",

ASPHALT PAVEMENT, BASE, AND

SAWCUT AND REMOVE EXISTING

6"

1'-0"

4" 4" 4"

EDGE OF CONCRETE.

LONGITUDINAL BARS,2-1/2" CLEAR TO

ON THIS SHEET, PROVIDE 2-#3

OF CONCRETE MEDIAN ON ALL DETAILS

NOTE: FOR ALL 1'-0" WIDE SECTIONS

PAVEMENT

OF THE PLANTINGS AND PEDESTRIAN CUT-THRUS

SQUARE YARDS OF THE ENTIRE RAISED MEDIAN, INCLUSIVE

NOTE: PRICE PAID FOR CONCRETE MEDIANS WILL BE FOR

5'-0"

11'-0"8'-0"194'-0"

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

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DATE:

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05-002

TYPICAL SECTIONS

MEDIAN ISLAND

DETAIL A

TP 7 FACE

TP 2 FACE

2ND STREET

DETAIL C

TP 7 FACE

MEDIAN ISLAND

DETAIL B

TP 7 FACE

TP 2 FACE

C. TO C. LONGITUDINALLY

2-#4 TIE BARS AT 2 FT.

TO #4 TIE BARS

2-#3 BARS, TIETYPE 2 CURB FACE

SURFACE (TYP)

DETECTABLE WARNING

CORRECTED:

VERIFIED:

DATE:

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06-001

SUMMARY QUANTITIES

CORRECTED:

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06-002

SUMMARY QUANTITIES

DESCRIPTIONDATE UNIT

QUANTITY

NO.

REQUIRED BY

ORIGINAL

DATE

AMENDMENT

NUMBER

QUANTITIES REQUIRED BY AMENDMENT

CORRECTED:

VERIFIED:

DATE:

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07-001

QUANTITIES (AMENDMENT)

DESCRIPTIONDATE UNIT

NO.

REQUIRED BY

ORIGINAL

DATE

NUMBER

QUANTITIES REQUIRED ON CONSTRUCTION

CORRECTED:

VERIFIED:

DATE:

DATE:

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08-001

QUANTITIES (CONSTRUCTION)

CONST CL

L A

W R

E N

C E

V I

L L

E

H I

G H

W A

Y

U S

L A

W R

E N

C E

V I

L

G H

W A

Y

U S

E 2280911.491

N 1400442.419

STA 99+80.00

BEGIN CONSTRUCTION

BEGIN PROJECT

ASPHALT PAVEMENT

EXISTING EDGE OF

EXISTING R/W

EXISTING R/W EXISTING R/W

EXISTING R/W

ASPHALT PAVEMENT

EXISTING EDGE OF

TUCKER PLAZA INVESTMENT LLC

TUCKER, GA 30084

3990 LAWRENCEVILLE HIGHWAY

PARASMANI INVESTMENT LLC

TUCKER, GA 30084

3984 LAWRENCEVILLE HIGHWAY

D R

A W

I N

G N o

.0

M A

T C

H L

I N

E S

T A

20 80

SCALE IN FEET

0 40

PROPERTY AND EXISTING R/W LINE PL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

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REVISION DATES

DATE$$$

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13-001

CONSTRUCTION PLANS

CONST CLN05°34'46.0"W

C S

X

C S

X

R 5.50'

106+38.00

5.50' RT

EXISTING R/W

EXISTING R/W

E X I S T I

N G

R

W

EXISTING R/W

2.67' RT

STA 106+94

GDOT STD 1033D

STA 106+94, 29' RT

18" STORM DRAIN

1033D TO CONNECT

RECONSTRUCT EXISTING

SHEET 5-002

SEE "DETAIL A" ON

AND TYPE 7 FACE,

ISLAND WITH TIE BARS

6" INTEGRAL CONCRETE

ASPHALT PAVEMENT

EXISTING EDGE OF

ASPHALT PAVEMENT

EXISTING EDGE OF

STORM DRAIN PIPE.

OVERALL PRICE BID FOR 18 INCH

CONCRETE SHALL BE INCLUDED IN

LIMITED TO GAB AND CLASS B

PATCHING INCLUDING BUT NOT

INSTALLATION AND PAVEMENT

MATERIALS NECESSARY FOR PIPE

SHALL BE GAB. COST FOR ALL

1% SLOPE. ALL BACK FILL MATERIAL

SHALL BE INSTALLED AT A MINIMUM

GDOT STANDARD 1401. THE PIPE

PIPE INSTALLATION SHALL FOLLOW

GEORGIA POWER CO

TUCKER, GA 30084

4138 RAILROAD AVENUE

4180 RAILROAD AVE LLC

TUCKER, GA 30084

4180 RAILROAD AVENUE

TUCKER PLAZA INVESTMENT LLC

TUCKER, GA 30084

3990 LAWRENCEVILLE HIGHWAY

D R

A W

I N

G N o

.0

M A

T C

H L

I N

E S

T A

D R

A W

I N

G N o

.0

M A

T C

H L

I N

E S

T A

20 80

SCALE IN FEET

0 40

PROPERTY AND EXISTING R/W LINE PL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

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13-002

CONST CL

N10°54'53.2"E

P C

P T

.3

P C

.3

CURVE# 1

PI 108+33.64

N 1,401,331.8295

E 2,280,824.6062

¬ 16°29'39.2" (RT)

D 07°32'11.75"

T 110.19'

L 218.86'

R 760.23'

E 7.94'

D.S. 35 mph

CURVE# 2

PI 112+41.27

N 1,401,733.5828

E 2,280,902.0793

¬ 32°03'54.8" (RT)

D 07°21'12.00"

T 223.91'

L 436.06'

R 779.18'

E 31.53'

D.S. 35 mph

0 1

S

T

A V

E

BANCROFT CIR

EXISTING R/

W

EXIS

TING R

/W

EXI

STI

NG

R/

W

EXISTING R/W

SHEET 5-00X

SEE "DETAIL B" ON

AND TYPE 7 FACE,

ISLAND WITH TIE BARS

6" INTEGRAL CONCRETE

ASPHALT PAVEMENT

EXISTING EDGE OF

ASPHALT PAVEMENT

EXISTING EDGE OF

GDOT DET. A-4

TYPE A RAMP

GDOT DET. A-4

TYPE A RAMP

R 5.50'

108+40.00

5.50' RT

MOE CYNTHIA SIPES UGAN LIVING TRUST

TUCKER, GA 30084

4151 BANCROFT CIRCLE

G2 SURFACES INC

TUCKER, GA 30084

2308 FELLOWSHIP ROAD

GREENE WILLIAM JEFFERY

TUCKER, GA 30084

4163 BANCROFT CIRCLE

DEKALB COUNTY

TUCKER, GA 30084

2703 FELLOWSHIP ROAD

JK HOLDINGS LLC

TUCKER, GA 30084

4195 FELLOWSHIP ROAD

JK HOLDINGS LLC

TUCKER, GA 30084

4195 FELLOWSHIP ROAD0

D

R A

W I

N G o

M A

T C

A

W I

M A

T

20 80

SCALE IN FEET

0 40

PROPERTY AND EXISTING R/W LINE PL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

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13-003

FELLOWSHIP

ROAD

CONST CL

N42°58'48.0"E

P T

.4

P C

.6

BANCROFT CIR

N

D

S

T R

E E

T

CURVE# 2

PI 112+41.27

N 1,401,733.5828

E 2,280,902.0793

¬ 32°03'54.8" (RT)

D 07°21'12.00"

T 223.91'

L 436.06'

R 779.18'

E 31.53'

D.S. 35 mph

R 5.50'

114+58.00

5.50' RT

R 5.50'

115+13.00

5.50' RT

R 2.00'

115+26.35

28.00' RT

R 3.00'

115+43.86

29.00' RT

R 2.00'

115+33.32

49.72' RT

EXI

STI

NG

R/

W

EXISTING R/W

EXISTING R/W

EXISTING R/W

SHEET 5-002

SEE "DETAIL B" ON

AND TYPE 7 FACE,

ISLAND WITH TIE BARS

6" INTEGRAL CONCRETE

SHEET 5-002

FACE, SEE "DETAIL 3" ON

CUT-THRU, TIE BARS, AND TYPE 7

6" INTEGRAL CONCRETE ISLAND WITH

ASPHALT PAVEMENT

EXISTING EDGE OF

ASPHALT PAVEMENT

EXISTING EDGE OF

DOSETAREH ISAAC

DOSETAREH RAYON &

TUCKER, GA 30084

4213 FELLOWSHIP ROAD

CAPE AND CAPE LLC

TUCKER, GA 30084

4200 BANCROFT CIRCLE GRAHAM LEGACY HOLDINGS LLC

TUCKER, GA 30084

2345 FELLOWSHIP ROAD

DRAGOUMANI

OTI

S

EUGENI

A

DRAGOUMANI

OTI

S

NI

CK

TUCKER,

GA

F

ELLOWSHI

P

ROAD

JK HOLDINGS LLC

TUCKER, GA 30084

4195 FELLOWSHIP ROAD

A

W I

M A

T

A

W I

M A

T

0 40

PROPERTY AND EXISTING R/W LINE PL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

R

E F

R

E F

R

E F

R

E F

R

E F

TIME$$$

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

13-004

CONST C

L

N16°30'07.9"E

N0 2°

'0

2.

7"

W

P T

.5

0L A

V I

S

O

A D

L A

V I S

A D

E 2281224.2288

N 1402293.5295

STA 119+00.00

END CONSTRUCTION

END PROJECT

CENTERLINE INTERSECTION

FELLOWSHIP ROAD

STA 118+21.36

CHAMBLEE

TUCKER

ROAD

EXISTING R/W

E X I S

T I

W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXI

STI

NG

R/

W

ASPHALT PAVEMENT

EXISTING EDGE OF

ASPHALT PAVEMENT

EXISTING EDGE OF

CURVE# 3

PI 116+23.97

N 1,402,022.1562

E 2,281,170.9901

¬ 26°28'40.2" (LT)

D 12°55'36.35"

T 104.28'

L 204.83'

R 443.23'

E 12.10' ed 0.0%

D.S. 35 mph

DRAGOUMANIOTIS EUGENIA

DRAGOUMANIOTIS NICK &

TUCKER, GA 30084

2366 FELLOWSHIP ROAD

NEAL INVESTMENTS LLC

TUCKER, GA 30084

4971 LAVISTA ROAD

EYOB WEINI

HABTEMICAEL MUSSIE &

TUCKER, GA 30084

2373 FELLOWSHIP ROAD

BROWNIE VILLAGE LLC

TUCKER, GA 30084

4983 LAVISTA ROAD

BROWNING VILLAGE LLC

TUCKER, GA 30084

4985 LAVISTA ROAD

A

W I

M A

T

0 40

PROPERTY AND EXISTING R/W LINE PL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

R

E F

R

E F

R

E F

R

E F

R

E F

TIME$$$

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

13-005

ONL

Y

ONL

Y

FELLOWSHIP ROAD

CONST CL

L A

W R

E N

C E

V I

L

G H

W A

Y

U S

L A

W R

E N

C E

V I

L

G H

W A

Y

U S

(TYP)

TYPE 1 ARROW

(TYP)

TYPE 2 ARROW

(TYP)

TYPE 1 WORD

@ 40' SPACING

RPM'S (2 EA)

TYPE 1 (YELLOW)

YELLOW (TYP) WITH

5" DOUBLE SOLID

5" SOLID WHITE (TYP)

@ 20' SPACING

(CL/RED) RPM'S

(TYP) WITH TYPE 3

5" SOLID WHITE

5" SOLID WHITE (TYP)

WHITE (TYP)

24" SOLID

TO REMAIN

EXISTING R3-7R

(2' SEG, 6' GAP)

5" SKIP WHITE (TYP)

STA 99+80.00

MARKINGS

BEGIN PAVEMENT

HYDROBLASTED FOR REMOVAL.

TO BE REMOVED SHALL BE

PAVEMENT MARKINGS FLAGGED

NOTE: ALL EXISTING

D

R A

W I N

G N o

.0

M A

T C

H L

I N

E S

T A

20 80

SCALE IN FEET

0 40

PROPERTY AND EXISTING R/W LINE PL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

R

E F

R

E F

R

E F

R

E F

R

E F

TIME$$$

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

26-001

SIGNING AND MARKING PLANS

E A

D

FELLOWSHIP ROAD

CONST CL

C S

X

C S

X

YELLOW

5" DOUBLE SOLID

REMOVE EXISTING

YELLOW

5" DOUBLE SOLID

REMOVE EXISTING

@ 40' SPACING

RPM'S (2 EA)

TYPE 1 (YELLOW)

YELLOW (TYP) WITH

5" DOUBLE SOLID

5" SKIP WHITE (TYP)

REMOVE EXISTING

@ 40' SPACING

TYPE 3 (CL/RED) RPM'S

(10' SEG, 30' GAP) WITH

5" SKIP WHITE (TYP)

5" SOLID WHITE (TYP)

5" SOLID WHITE (TYP)

YELLOW HATCHING

81 SY TYPE "A"

(2' SEG, 6' GAP)

5" SKIP WHITE (TYP)

STA 106+44

(24X30)

INSTALL R4-7

DELINEATORS (4 EACH)

TYPE 2B YELLOW

(TYP)

TYPE 2 ARROW

TO REMAIN

EXISTING W2-1

STA 105+30

INSTALL W16-9P (24X12)

INSTALL W11-2 (30X30)

@ 20' SPACING

(CL/RED) RPM'S

(TYP) WITH TYPE 3

5" SOLID WHITE

(TYP)

5" SOLID YELLOW2

D

R A

W I N

G N o

.0

M A

T C

H L

I N

E S

T A

D

R A

W I N

G N o

.0

M A

T C

H L

I N

E S

T A

20 80

SCALE IN FEET

0 40

PROPERTY AND EXISTING R/W LINE PL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

R

E F

R

E F

R

E F

R

E F

R

E F

TIME$$$

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

26-002

L Y

C E

N T

E R

L A

N E

B E

G

IN

E N

D

O N

L Y

C E

N T

E R

L A

N E

A H

E A

D

FELLOWSHIP ROAD

CONST CL

0 1

V

E

BANCROFT CIR

@ 40' SPACING

TYPE 1 YELLOW RPM'S

(10' SEG, 30' GAP) WITH

5" SKIP YELLOW (TYP)

YELLOW HATCHING

30 SY TYPE "A"

DELINEATORS (4 EACH)

INSTALL TYPE 2B YELLOW

STA 108+30

(24X30)

INSTALL R4-7

5" SOLID WHITE (TYP)

YELLOW (TYP)

5" DOUBLE SOLID

REMOVE EXISTING

@ 40' SPACING

TYPE 1 YELLOW RPM'S

(10' SEG, 30' GAP) WITH

5" SKIP YELLOW (TYP)

5" SKIP WHITE (TYP)

REMOVE EXISTING

@ 40' SPACING

TYPE 3 (CL/RED) RPM'S

(10' SEG, 30' GAP) WITH

5" SKIP WHITE (TYP)

5" SOLID WHITE (TYP)

TO REMAIN

8" SOLID WHITE

EXISTING CROSSWALK

(TYP)

TYPE 2 ARROW

PANEL

SOLAR

FLASHING BEACON (RRFB)

RECTANGULAR RAPID

DOUBLE *

* TWO SIDED

TWO

FLASHING

BEACONS

LIGHTS

WARNING

TURN ON

BUTTON TO

PUSH

TWO

W11-2

(30X30)

TWO

W16-7P (24X12)

LEFT AND RIGHT REQ'D

R10-25

9X12

SIGN FACES SIDEWALK

STA 108+20

RRFB, SOLAR-POWERED

INSTALL DOUBLE-SIDED

STA 108+38

RRFB, SOLAR-POWERED

INSTALL DOUBLE-SIDED

STA 108+85

INSTALL R3-9B (24X36)

INSTALL R3-9CP (24X12)

STA 108+70

INSTALL R3-9B (24X36)

INSTALL R3-9DP (24X12)

(TYP)

5" SOLID YELLOW

(TYP)

5" SOLID YELLOW

WHITE (TYP)

CROSSWALK 8" SOLID

STA 110+80

INSTALL W16-9P (24X12)

INSTALL W11-2 (36X36)

5" SKIP WHITE (TYP)

REMOVE EXISTING

(TYP)

5" SOLID YELLOW

A

W I

M A

T

A

W I

M A

T

0 40

PROPERTY AND EXISTING R/W LINE PL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

R

E F

R

E F

R

E F

R

E F

R

E F

TIME$$$

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

26-003

L Y

C E

N T

E R

L A

N E

B E

G

IN

E N

D

O N

L Y

C E

N T

E R

L A

N E

FELLOWSHIP

ROAD

CONST CL

BANCROFT CIR

N

D

S

T R

E E

T

CROSSWALK

REMOVE EXISTING

STA 115+07

(24X30)

INSTALL R4-7

DELINEATORS (8 EACH)

INSTALL TYPE 2B YELLOW

DELINEATORS (4 EACH)

TYPE 2B YELLOW

STA 114+60

(24X30)

INSTALL R4-7

DELINEATORS (4 EACH)

INSTALL TYPE 2B YELLOW

YELLOW HATCHING

39 SY TYPE "A"

@ 40' SPACING

TYPE 1 YELLOW RPM'S

(10' SEG, 30' GAP) WITH

5" SKIP YELLOW (TYP)

5" SOLID WHITE (TYP)

YELLOW (TYP)

5" DOUBLE SOLID

REMOVE EXISTING

@ 40' SPACING

TYPE 1 YELLOW RPM'S

(10' SEG, 30' GAP) WITH

5" SKIP YELLOW (TYP)

5" SKIP WHITE (TYP)

REMOVE EXISTING

@ 40' SPACING

TYPE 3 (CL/RED) RPM'S

(10' SEG, 30' GAP) WITH

5" SKIP WHITE (TYP)

5" SOLID WHITE (TYP)

YELLOW HATCHING

14 SY TYPE "A"

(TYP)

TYPE 2 ARROW

YELLOW HATCHING

45 SY TYPE "A"

(TYP)

5" SOLID YELLOW

WHITE (TYP)

CROSSWALK 8" SOLID

WHITE (TYP)

24" SOLID

(TYP)

5" SOLID YELLOW

(TYP)

5" SOLID YELLOW

STA 113+75

INSTALL R3-9B (24X36)

INSTALL R3-9CP (24X12)

STA 114+21

INSTALL R3-9B (24X36)

INSTALL R3-9DP (24X12)

TO REMAIN

EXISTING R2-1

TO REMAIN

EXISTING R5-2

WHITE HATCHING

9 SY TYPE "A"

5" SKIP WHITE (TYP)

REMOVE EXISTING

(TYP)

TYPE 2 ARROW

A

W I

M A

T

A

W I

M A

T

0 40

PROPERTY AND EXISTING R/W LINE PL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

R

E F

R

E F

R

E F

R

E F

R

E F

TIME$$$

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

26-004

ONLY

CONST C

L

0L A

V I

S

A D

L A

V I S

A D

CENTERLINE INTERSECTION

FELLOWSHIP ROAD

STA 118+21.36

CHAMBLEE

TUCKER

ROAD

FLASHERS TO REMAIN

EXISTING S5-1 WITH

WORD (TYP)

TYPE 1

@ 20' SPACING

(CL/RED) RPM'S

(TYP) WITH TYPE 3

5" SOLID WHITE5" SKIP WHITE

REMOVE EXISTING

WHITE (TYP)

CROSSWALK 8" SOLID

DELINEATORS (8 EACH)

TYPE 2B YELLOW

5" SKIP WHITE (TYP)

REMOVE EXISTING

YELLOW (TYP)

5" DOUBLE SOLID

REMOVE EXISTING

YELLOW HATCHING

44 SY TYPE "A"

@ 40' SPACING

TYPE 3 (CL/RED) RPM'S

(10' SEG, 30' GAP) WITH

5" SKIP WHITE (TYP)

@ 40' SPACING

RPM'S (2 EA)

TYPE 1 (YELLOW)

YELLOW (TYP) WITH

5" DOUBLE SOLID

(2' SEG, 6' GAP)

5" SKIP WHITE (TYP)

5" SOLID WHITE (TYP)

5" SOLID WHITE (TYP)

TO REMAIN

EXISTING R3-2

ARROW (TYP)

TYPE 2

STA 117+42

MARKINGS

END PAVEMENT

A

W I

M A

T

0 40

PROPERTY AND EXISTING R/W LINE PL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

R

E F

R

E F

R

E F

R

E F

R

E F

TIME$$$

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

26-005

ONLY

FY

R

G

YELLOW REFLECTIVE BORDER ON BACKPLATES

LED SIGNAL HEADS WITH 2"

OVERHEAD STREET NAME SIGNS

Lavista Rd

D3-1 (#1)

Fellowship Rd

D3-1 (#2)

18"

P2,P4,P6,P8

PEDESTRIAN SIGNS

9"X15"

R10-3E(R)

9"X15"

R10-3E(L)

START CROSSING

TO CROSS

PUSH BUTTON

STEADY

DON'T CROSS

TIMER

TO FINISH CROSSING

TIME REMAINING08

VEHICLES

WATCH FOR

DON'T START

FINISH CROSSING

IF STARTEDFLASHING

START CROSSING

TO CROSS

PUSH BUTTON

DON'T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

VEHICLES

WATCH FOR

DON'T CROSS

TIMER

TO FINISH CROSSING

TIME REMAINING08

R10-11

REGULATORY SIGNS

M P

H

F E

L L

O W S

H

A D

M

H F

E L

L O

W S

H

A D

45 MPH

SR 236/ LAVISTA ROAD

MPH

SR

6/ L

AVI

STA

ROAD

2070L CONTROLLER

EXISTING 332 CABINET AND BASE W/

INSTALL R10-11A SIGN

EXISTING SIGNAL HEAD TO REMAIN (PH 2)

EXISTING D3-1(#2) SIGNREALIGN

INSTALL 4-SECTION FYA SIGNAL HEAD (PH 5)

REMOVE 5-SECTION SIGNAL HEAD (PH 2/5)

EXISTING IVDS 5 TO REMAIN

EXISTING STRAIN POLES (TYP.)

REALIGN EXISTING SIGNAL HEAD (PH 8)

REALIGN EXISTING D3-1(#1)

INSTALL 4-SECTION SIGNAL HEAD (PH 3)

REMOVE 3-SECTION SIGNAL HEAD (PH 8)

INSTALL 4-SECTION T-SHAPED ALL ARROW (PH 1)

REMOVE 5-SECTION SIGNAL HEAD (PH 1/6)

EXISTING IVDS 1 TO REMAIN

REALIGN D3-1 (#2)

REALIGN EXISTING SIGNAL HEAD (PH 6)

INSTALL 3-SECTION SIGNAL HEAD (PH 6)

EXISTING R3_2 SIGN TO REMAIN

EXISTING D3-1 (#1) TO REMAIN

INSTALL 3-SECTION SIGNAL HEAD WITH ARROW (PH 4A)

REMOVE EXISTING 3-SECTION SIGNAL HEAD (PH 4)

REALIGN EXISTING SIGNAL HEAD (PH 4)

INSTALL R10-11 SIGN

PHASING DIAGRAM

01 02 03 04

08070605

W W W

W

W W W

W

OMIT

INSTALL 3-SECTION SIGNAL HEAD (PH 8)

3, 5

2,4,6,8

36" X 36"

R3-2

24" X 30"

INSTALL 3-SECTION SIGNAL HEAD (PH 2)

12"

12"

12"

EXISTING SUPPLEMENTAL HEAD TO REMAIN (PH 2)

TURN

NO

ON RED

4A

SIGNAL HEAD

PROPOSED

SIGNAL HEAD

EXISTING

SIGNAL HEAD

RELOCATED

SIGNAL HEAD

PEDESTRIAN

(CLUSTER) SIGNAL HEAD

PROPOSED 5-SECTION

SIGNAL HEAD

PROPOSED 4-SECTION

SIGNAL LEGEND DETECTION LEGEND

PROPOSED MAGNETOMETER PROPOSED RADAR

PROPOSED VIRTUAL DETECTION ZONE

PROPOSED INDUCTIVE LOOP

PROPOSED VIDEO DETECTION CAMERA

Y R

G

Y

RR

G

Y R

G

Y

4 4

S T

A

M A

R K I

N G

S

E

V E

M E

N T

D3-1

P2

P8P2

P4

P4 P6

P6

P8

30 120

SCALE IN FEET

0 60

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

R

E F

R

E F

R

E F

R

E F

R

E F

TIME$$$

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

27-00…