26_026_Addendum_1.pdf

PDF 16 MB Posted Oct 29, 2025

Attached to: Bid Ref. #26-026 Phase 1A Sidewalk N. Washington Street at Flint Avenue
Solicitation number: PE-64750-NONST-2026-000000168
Issued by: Douglas County, Georgia

About this file

Written by GovTribe AI · May 1, 2026

This Addendum No. 1 is issued by the City of Albany Finance Department in Albany, Georgia for the Phase 1A Sidewalk Improvement project at N. Washington Street at Flint Avenue (Bid Reference #26-026). The project involves sidewalk construction and traffic calming improvements in the 300 block of N. Washington Street and 100 block of Flint Avenue. Key revisions to the original bid documents include updated construction plans with two bulb-outs (traffic calming islands) at the northeast and northwest intersection of N. Washington Street and Flint Avenue, complete with curb and gutter, handicap ramps, pavers, sidewalk, and sod. The addendum modifies the bid opening date from November 21, 2025 to November 26, 2025 at 2:30 p.m., with sealed bids to be received at the City of Albany Procurement Division, 222 Pine Avenue, Suite 260, Albany, Georgia 31701. The deadline for submitting questions has been extended to November 21, 2025 at 2:30 p.m. The bid form has been updated to reflect changes to construction sheets, specifically Sheet 5 (additional demolition areas) and Sheet 10 (bulb-outs installation). Paver quantities include 2,274 base color pavers and 541 accent color pavers with a 10 percent waste factor. All sidewalks are to be constructed with 18-inch by 18-inch hexagonal concrete pavers with a minimum 4-inch thickness, and driveways require 6-inch minimum thickness concrete with 4,000 PSI compressive strength.

The bid schedule includes 21 line items covering mobilization, insurance, traffic control, erosion control, demolition, construction of islands with ADA-compliant ramps, grading, concrete work, granite curb installation, hexagonal paver installation (4,283 square feet), bedding sand, jointing sand, graded aggregate base, asphalt concrete, and sod establishment (372 square feet). The project is SPLOST funded by the City of Albany. The contractor must coordinate with multiple city departments, including Albany Utilities for electrical work, the Stormwater Director, and Traffic Division personnel, and must maintain business access during construction by sequencing work in sections. The contractor is responsible for the healthy growth of sod for one year following project completion and must document existing site conditions before beginning work.

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File	Type	Posted
26_026_ITB_Phase_1A_Sidewalk_Washington_Flint.pdf	PDF	Oct 29, 2025
26_026_Addendum_2.pdf	PDF	Oct 29, 2025

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F I N A N C E

P.O. BOX 447 ALBANY, GA 31702 | PHONE: 229.431.3211 | FAX: 229.431.2184 | www.albanyga.gov

11/19/2026

TO: All Potential Bidders

SUBJECT: Phase 1A Sidewalk N. Washington Street at Flint Avenue

Bid Ref. #26-026

Bid Opening Date & Time: November 26, 2025 @ 2:30 p.m. UPDATED DATE

ADDENDUM NO. 1

The items contained in this addendum are added to and/or deleted from and become part of the Bid Documents, Project Manual, Drawings and other proposal documents for the above-referenced Invitation to Bid. Bidders must acknowledge receipt of the Addendum on the Bid Form and also on the Addendum Acknowledgement Form, which is a required Appendix to the Bid Form, when the bids are submitted.

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Sealed Bids will be received by the City of Albany, Procurement Division, 222 Pine Avenue, Suite 260, Albany, Georgia 31701, until 2:30 p.m. on November 21, 2025

The deadline for questions is November 10, 2025, at 2:30 p.m.

Add

Sealed Bids will be received by the City of Albany, Procurement Division, 222 Pine Avenue, Suite 260, Albany, Georgia 31701, until 2:30 p.m. on November 26, 2025

The deadline for questions is November 21, 2025, at 2:30 p.m.

Construction Plans

The Construction Plans (drawings) have been updated to include a traffic calming initiative at the intersection of N. Washington Street and Flint Avenue.

a. Sheet 5 – Adds additional areas to be demolished at the northeast and northwest intersection of N. Washington Street and Flint Avenue.

http://www.albanyga.gov/

F I N A N C E

P.O. BOX 447 ALBANY, GA 31702 | PHONE: 229.431.3211 | FAX: 229.431.2184 | www.albanyga.gov

b. Sheet 10 – Add two bulb-outs (traffic calming islands) at the northeast and northwest intersection of N. Washington Street and Flint Avenue complete with curb and gutter, handicap ramps, pavers, sidewalk, and sod.

Bid Form

The Bid Form has been updated to include the changes made to Sheet 5 and Sheet 10 as noted above.

Questions and Answers

1. What are the paver quantities?

Answer: The paver quantities are noted as follows and include a 10% waste factor.

2,274 Pavers (Base Color)

541 Pavers (Accent Color)

2. What are the compaction requirements for the graded aggregate base?

Answer: Refer to Specification Section 2615 Graded Aggregate Base Course Part 3.00 – Execution

Part 3.00 – EXECUTION

3.01 PREPARATION: The area to be paved shall be graded and shaped, as required to construct the base in conformance w ith the grades, lines, thicknesses, and typical cross-section shown w ithin the limits of construction. Prior to installing graded aggregate base, the subgrade shall be test rolled in accordance w ith D.O.T.S.S., Article 221.01 through 221.04. An Engineer or Owner representative shall be present to inspect during the test rolling. Any subgrade displacing over 1/ 4" shall be corrected and made stable before construction proceeds. Construction of base w ill not begin until all subsurface utilit ies have been installed.

ATTACHMENTS

Revised Construction Plans Revised Bid Form Paver Pattern Link for Attachments:

https://www.dropbox.com/scl/fo/yzuxrzg1kl4l9694vp5fl/AAnGAAhPPR4W3C3gxQgrofk?rlkey=r4lr8522tw 91yxgmsq0il98x7&st=aszgyauf&dl=0

End of Addendum 1

Ricky Gladney Ricky Gladney, Buyer

CC: Lequrica Gaskins, City of Albany Downtown Manager Rob Griffin, City of Albany Stormwater Director All Design Team Project Engineers All Known Bidders http://www.albanyga.gov/ https://www.dropbox.com/scl/fo/yzuxrzg1kl4l9694vp5fl/AAnGAAhPPR4W3C3gxQgrofk?rlkey=r4lr8522tw91yxgmsq0il98x7&st=aszgyauf&dl=0 https://www.dropbox.com/scl/fo/yzuxrzg1kl4l9694vp5fl/AAnGAAhPPR4W3C3gxQgrofk?rlkey=r4lr8522tw91yxgmsq0il98x7&st=aszgyauf&dl=0

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CONSTRUCTION PLANS FOR:

CITY OF ALBANY SIDEWALK IMPROVEMENTS

300 BLOCK OF N. WASHINGTON STREET AND

100 BLOCK OF FLINT AVENUE

PART OF PARTIAL LAND LOT 324, FIRST LAND DISTRICT

CITY OF ALBANY, DOUGHERTY COUNTY, GEORGIA

DATE: SEPTEMBER 25, 2025

UTILITIES NOTE:

UTILITIES SHOWN ARE BASED ON ABOVE GROUND VISIBLE EVIDENCE

AND MARKINGS FOUND ON SITE. SURVEYOR DOES NOT WARRANT THE

EXACT SIZE, TYPE, OR LOCATION OF UTILITIES SHOWN AND NO

GUARANTEE IS MADE THAT OTHER UTILITIES MAY EXIST ON SITE THAT

MAY NOT BE SHOWN.

UTILITY LOCATION NOTE:

IN ADDITION TO CONTACTING CONCERNED LOCAL UTILITY AGENCIES,

THE CONTRACTOR SHALL GIVE THREE WORKING DAYS NOTICE TO

THE UTILITIES PROTECTION CENTER AT 1-800-282-7411 PRIOR TO ANY

EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES MAY BE

LOCATED AND PROTECTED.

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2. SHEET INDEX

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5. EXISTING CONDITIONS & DEMO PLAN

6. EXISTING CONDITIONS & DEMO PLAN

7. EXISTING CONDITIONS & DEMO PLAN

8. PROPOSED IMPROVEMENTS PLAN

9. PROPOSED IMPROVEMENTS PLAN

10. PROPOSED IMPROVEMENTS PLAN

11. PROPOSED IMPROVEMENTS PLAN

12. PROPOSED IMPROVEMENTS PLAN

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14. CONSTRUCTION DETAILS

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NO. DATE DESCRIPTION

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(229) 438-0522 FAX (229) 438-0921

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1504 W. THIRD AVENUE ALBANY, GEORGIA 31707

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ANIER

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300 BLOCK OF N. WASHINGTON STREET AND 100 BLOCK OF FLINT AVENUE

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SCALE: NONE / DATE: SEPTEMBER 25, 2025

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AutoCAD SHX Text GENERAL NOTES: 1. THIS IS A CITY OF ALBANY SPLOST FUNDED PROJECT. OWNER CONTACTS ARE: OWNER: ROBERT W. GRIFFIN STORMWATER DIRECTOR Rgriffin@albanyga.gov 24 HOUR CONTACT: SCOTT TENNISON Jtennison@albanyga.gov (229) 302-1800 2. THIS PROJECT DISTURBS LESS THAN ONE ACRE OF SOILS, AND IS THEREFORE EXEMPT FROM COVERAGE UNDER THE STORMWATER NPDES PROGRAM. AN NOI IS NOT REQUIRED. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL, HOWEVER, BE PROVIDED IN ACCORDANCE WITH SHEETS 8-12 OF THE PLANS. 3. REFER TO PLANS BY ALBANY UTILITIES FOR PROPOSED STREET LIGHT AND PEDESTRIAN LIGHTING AS PROVIDED IN THE THE SPECIAL PROVISIONS SECTION OF THE BID DOCUMENTS. CITY OF ALBANY UTILITIES WILL SELF-PERFORM CONDUIT, STREETLIGHT AND PEDESTRIAN LIGHT INSTALLATION FOR PHASE 1A. PROPOSED POLES SHALL BE A MINIMUM OF 3.0' BEHIND THE PHASE 1A. PROPOSED POLES SHALL BE A MINIMUM OF 3.0' BEHIND THE . PROPOSED POLES SHALL BE A MINIMUM OF 3.0' BEHIND THE CURB. COORDINATE THIS WORK WITH LEE DANIEL, CITY OF ALBANY UTILITIES: CONTACT INFORMATION: PHONE: (229) 302-1609 EMAIL: LEDaniel@albanyga.gov 4. IT IS IMPERATIVE THAT CONTRACTOR SHALL MINIMIZE DISRUPTION TO BUSINESSES FRONTING THE WORK AREA. WITH THIS IN MIND, CONTRACTOR SHALL MAINTAIN ACCESS AND COORDINATE WITH BUSINESS OWNERS 48 HOURS PRIOR TO BEGINNING ANY WORK WHICH WOULD HAMPER BUSINESS OPERATIONS. EXISTING SIDEWALK SHALL BE REMOVED IN SECTIONS SHORT ENOUGH TO ALLOW IMMEDIATE RECONSTRUCTION OF NEW SIDEWALK. WHERE BUSINESSES HAVE MULTIPLE FRONT DOORS, CONTRACTOR SHALL SEQUENCE THE PROPOSED WORK TO ALLOW ACCESS FROM AT LEAST ONE ENTRY POINT. 5. CROSS SLOPES ON SIDEWALKS SHALL NOT EXCEED 2.0%. LONGITUDINAL SLOPES SHALL NOT EXCEED 5.0% EXCEPT AT CURB CUT RAMPS TO BE CONSTRUCTED PER STANDARD DETAILS. 6. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. ALL SIDEWALKS ARE TO HAVE A MINIMUM THICKNESS OF 4". AREAS OF PROPOSED DRIVEWAYS SHALL HAVE A MINIMUM THICKNESS OF 6". 7. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF ALBANY STANDARDS & SPECIFICATIONS 8. CONTRACTOR SHALL ENSURE THE HEALTHY GROWTH OF SOD FOR A PERIOD OF ONE YEAR FOLLOWING FINAL ACCEPTANCE OF THE PROJECT BY THE CITY. 9. ALL SIDEWALKS IN PHASE 1A SHALL BE CONSTRUCTED WITH HEXAGONAL PAVERS (18" X 18" X 2-3/4") AS MANUFACTURED BY BELGARD OR APPROVED EQUAL. CITY OF ALBANY IS TO PURCHASE PAVERS AND PROVIDE TO CONTRACTOR FOR INSTALLATION IN PHASE 1A. 10. HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GDOT DETAILS ON SHEET 14 OF THE PLANS, AND SHALL INCLUDE A TRUNCATED DOME TACTILE WARNING STRIP. 11. PROPOSED DRIVEWAYS SHALL BE CONSTRUCTED OF 6" THICK CONCRETE WITH A BROOM FINISH. 12. CONTRACTOR SHALL TAKE CARE IN CONSTRUCTION TO AVOID DAMAGE TO THE ADJOINING BUILDINGS AND CANOPIES. 13. PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL DOCUMENT THE EXISTING CONDITION OF SITE FEATURES WHICH ARE TO REMAIN INCLUDING BUILDINGS, STEPS, DOWNSPOUTS, VENTS, ETC. DOCUMENTATION SHALL INCLUDE VIDEOS, PHOTOGRAPHS, NOTES AND OTHER MEANS AS APPROPRIATE. 14. CONTRACTOR TO PROTECT EXISTING ITEMS TO REMAIN FROM DAMAGE. ITEMS TO REMAIN WHICH ARE DAMAGED BY CONTRACTOR SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE.

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300 BLOCK OF N. WASHINGTON STREET AND 100 BLOCK OF FLINT AVENUE

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PART OF PARTIAL LAND LOT 324, FIRST LAND DISTRICT

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SCALE: 1"=30 / DATE: SEPTEMBER 25, 2025

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END OF PROJECT

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UTILITIES NOTE:

UTILITIES SHOWN ARE BASED ON ABOVE GROUND VISIBLE EVIDENCE

AND MARKINGS FOUND ON SITE. SURVEYOR DOES NOT WARRANT THE

EXACT SIZE, TYPE, OR LOCATION OF UTILITIES SHOWN AND NO

GUARANTEE IS MADE THAT OTHER UTILITIES MAY EXIST ON SITE THAT

MAY NOT BE SHOWN.

UTILITY LOCATION NOTE:

IN ADDITION TO CONTACTING CONCERNED LOCAL UTILITY AGENCIES,

THE CONTRACTOR SHALL GIVE THREE WORKING DAYS NOTICE TO

THE UTILITIES PROTECTION CENTER AT 1-800-282-7411 PRIOR TO ANY

EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES MAY BE

LOCATED AND PROTECTED.

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CHARLES E. BLACK DEED BOOK 3279, PAGE 255

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CITY OF ALBANY NO INFORMATION AVAILABLE

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1504 W. THIRD AVENUE ALBANY, GEORGIA 31707

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AND MARKINGS FOUND ON SITE. SURVEYOR DOES NOT WARRANT THE

EXACT SIZE, TYPE, OR LOCATION OF UTILITIES SHOWN AND NO

GUARANTEE IS MADE THAT OTHER UTILITIES MAY EXIST ON SITE THAT

MAY NOT BE SHOWN.

UTILITY LOCATION NOTE:

IN ADDITION TO CONTACTING CONCERNED LOCAL UTILITY AGENCIES,

THE CONTRACTOR SHALL GIVE THREE WORKING DAYS NOTICE TO

THE UTILITIES PROTECTION CENTER AT 1-800-282-7411 PRIOR TO ANY

EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES MAY BE

LOCATED AND PROTECTED.

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TRAFFIC CONTROL BOXES TO REMAIN (TYPICAL)

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ELECTRIC BOXES TO REMAIN (TYPICAL)

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WATER METERS TO REMAIN (TYPICAL)

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CANOPIES TO REMAIN (TYPICAL)

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VENTILATION GRATE TO REMAIN (TYPICAL)

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SIGNS TO REMAIN (TYPICAL)

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DEMO EXISTING CONCRETE SIDEWALK (TYPICAL)

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DEMO EXISTING CONCRETE SIDEWALK (TYPICAL)

AutoCAD SHX Text EXISTING ASPHALT PAVEMENT, LANE STRIPING AND PARKING STRIPING TO REMAIN EXCEPT AS NOTED. (TYPICAL)

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GRID NORTH / NAD 83 / GA WEST

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FIRE HYDRANT TO REMAIN (TYPICAL)

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TELEPHONE MANHOLE TO REMAIN (TYPICAL)

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ALLEY PAVING TO REMAIN

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ALLEY PAVING TO REMAIN

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DO NOT DISTURB ENTRY ALCOVES (TYPICAL)

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CURB INLET TO REMAIN (TYPICAL)

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STREETLIGHT TO BE REMOVED (TYPICAL)

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PHASE 1A LIMITS

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ERADICATE EXISTING LINE STRIPE

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INC.

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CIVIL ENGINEERS SURVEYORS

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DRAWN BY:

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SURVEY BY:

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REVISIONS

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NO. DATE DESCRIPTION

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AutoCAD SHX Text SHEET No.

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(229) 438-0522 FAX (229) 438-0921

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1504 W. THIRD AVENUE ALBANY, GEORGIA 31707

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ANIER

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ENGINEERING

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AutoCAD SHX Text 10/14/25

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PHASE 1A BID PACKAGE

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AutoCAD SHX Text 24132

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CITY OF ALBANY, DOUGHERTY COUNTY, GEORGIA

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EXISTING CONDITIONS & DEMO PLAN

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300 BLOCK OF N. WASHINGTON STREET AND 100 BLOCK OF FLINT AVENUE

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PART OF PARTIAL LAND LOT 324, FIRST LAND DISTRICT

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SCALE: 1"=10 / DATE: SEPTEMBER 25, 2025

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SVY

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( IN FEET )

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O F A

SID

UTILITIES NOTE:

UTILITIES SHOWN ARE BASED ON ABOVE GROUND VISIBLE EVIDENCE

AND MARKINGS FOUND ON SITE. SURVEYOR DOES NOT WARRANT THE

EXACT SIZE, TYPE, OR LOCATION OF UTILITIES SHOWN AND NO

GUARANTEE IS MADE THAT OTHER UTILITIES MAY EXIST ON SITE THAT

MAY NOT BE SHOWN.

UTILITY LOCATION NOTE:

IN ADDITION TO CONTACTING CONCERNED LOCAL UTILITY AGENCIES,

THE CONTRACTOR SHALL GIVE THREE WORKING DAYS NOTICE TO

THE UTILITIES PROTECTION CENTER AT 1-800-282-7411 PRIOR TO ANY

EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES MAY BE

LOCATED AND PROTECTED.

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15"RCP

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CURB INLET TOP 190.34 INV SW 15"RCP 186.78

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15"RCP

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STORM MANHOLE RIM 191.37 INV NE 15"RCP 186.97 INV S 15"RCP 186.97

AutoCAD SHX Text SANITARY MANHOLE RIM 191.06 INV E 15"VCP 176.52 INV S 15"VCP 176.34 INV N 15"VCP 176.96 INV W 15"VCP 176.56 INV W 8"VCP 184.02

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STORM MANHOLE RIM 191.56 INV N 15"RCP 186.06 INV S 15"RCP 186.04

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FF 190.55

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FF 190.71

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FF 190.13

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FF 189.80

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GRASS

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CONCRETE

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STEPS TO BASEMENT

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2 STORY BUILDING

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309 WASHINGTON

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(NOT IN USE)

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(NO DOOR TO WASHINGTON)

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1 STORY BUILDING

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ST. NICOLAS HOTEL

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304 WASHINGTON

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3 STORY BUILDING

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FLINT AVENUE

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WASHINGTON STREET

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GRATE

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SOWEGA QOF ONE QOZB I, LLC DEED BOOK 4948, PAGE 112

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301 N. WASHINGTON STREET, LLC DEED BOOK 4953, PAGE 38

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SOWEGA QOF ONE QOZB I, LLC DEED BOOK 4940, PAGE 141

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R/W LINE

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R/W LINE

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EXISTING CURB TO REMAIN EXCEPT AS NOTED

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WATER VALVES TO REMAIN (TYPICAL)

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WATER METERS TO REMAIN (TYPICAL)

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SIGNS TO REMAIN (TYPICAL)

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DEMO EXISTING CONCRETE SIDEWALK (TYPICAL)

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DEMO EXISTING CONCRETE SIDEWALK (TYPICAL)

AutoCAD SHX Text EXISTING ASPHALT PAVEMENT, LANE STRIPING AND PARKING STRIPING TO REMAIN EXCEPT AS NOTED. (TYPICAL)

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GRID NORTH / NAD 83 / GA WEST

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TELEPHONE MANHOLE TO REMAIN (TYPICAL)

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CURB INLET TO REMAIN (TYPICAL)

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DO NOT DISTURB ENTRY ALCOVES (TYPICAL)

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SAWCUT EXISTING CONCRETE

AutoCAD SHX Text PLANTER AREA TO BE REMOVED. DEMO STRUCTURE AND RECOMPACT SOILS TO MIN DEPTH OF 12" BELOW PROPOSED GRADE.

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EXISTING STAIRWELL TO REMAIN

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SAWCUT CONCRETE AT FACE OF BUILDING

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DO NOT DISTURB ENTRY AREA (TYPICAL)

AutoCAD SHX Text NOTE: : THE CITY OF ALBANY HAS AN ACTIVE PROJECT TO INSTALL UPGRADES TO THE TRAFFIC SIGNAL AT THE INTERSECTION OF WASHINGTON STREET AND FLINT AVENUE. CONTRACTOR TO CONTACT KEN BREEDLOVE WITH TRAFFIC DIVISION OF THE CITY OF ALBANY ENGINEERING DEPARTMENT TO COORDINATE THE SCHEDULE AND SEQUENCE OF WORK IN THIS AREA. SEE SPECIAL PROVISIONS SECTION OF THE CONTRACT DOCUMENTS FOR SIGNALIZATION PLANS. CONTACT INFORMATION: PHONE: (229) 302-1874 EMAIL: kbreedlove@albanyga.gov

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PHASE 1A LIMITS

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PHASE 1A LIMITS

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SIGNAL POLES TO REMAIN THIS PROJECT. SEE COORDINATION NOTE THIS SHEET. (TYPICAL)

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SIGNAL POLES TO REMAIN THIS PROJECT. SEE COORDINATION NOTE THIS SHEET. (TYPICAL)

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SAWCUT EXISTING CONCRETE

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REMOVE HEADER CURB

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SAWCUT AND REMOVE EXISTING CURB AND BASE & PAVEMENT IN PROPOSED ISLAND AREAS

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ERADICATE EXISTING LINE STRIPE

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INC.

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CIVIL ENGINEERS SURVEYORS

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DRAWN BY:

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SURVEY BY:

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REVISIONS

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NO. DATE DESCRIPTION

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AutoCAD SHX Text SHEET No.

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(229) 438-0522 FAX (229) 438-0921

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1504 W. THIRD AVENUE ALBANY, GEORGIA 31707

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ANIER

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ENGINEERING

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AutoCAD SHX Text 10/14/25

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PHASE 1A BID PACKAGE

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ADD ISLANDS AT INTERSECTION

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AutoCAD SHX Text 11/10/25

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AutoCAD SHX Text 24132

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CITY OF ALBANY, DOUGHERTY COUNTY, GEORGIA

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EXISTING CONDITIONS & DEMO PLAN

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300 BLOCK OF N. WASHINGTON STREET AND 100 BLOCK OF FLINT AVENUE

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PART OF PARTIAL LAND LOT 324, FIRST LAND DISTRICT

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SCALE: 1"=10 / DATE: SEPTEMBER 25, 2025

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SVY

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DRN

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DSN

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( IN FEET )

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GRAPHIC SCALE

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O F A

SID

UTILITIES NOTE:

UTILITIES SHOWN ARE BASED ON ABOVE GROUND VISIBLE EVIDENCE

AND MARKINGS FOUND ON SITE. SURVEYOR DOES NOT WARRANT THE

EXACT SIZE, TYPE, OR LOCATION OF UTILITIES SHOWN AND NO

GUARANTEE IS MADE THAT OTHER UTILITIES MAY EXIST ON SITE THAT

MAY NOT BE SHOWN.

UTILITY LOCATION NOTE:

IN ADDITION TO CONTACTING CONCERNED LOCAL UTILITY AGENCIES,

THE CONTRACTOR SHALL GIVE THREE WORKING DAYS NOTICE TO

THE UTILITIES PROTECTION CENTER AT 1-800-282-7411 PRIOR TO ANY

EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES MAY BE

LOCATED AND PROTECTED.

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CREPE MYRTLE

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FDC

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AutoCAD SHX Text SANITARY MANHOLE RIM 190.49 INV W 15"VCP 175.57 INV E 15"VCP 175.39 INV SW 4"PVC 185.69

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AutoCAD SHX Text SANITARY MANHOLE RIM 190.79 INV W 15"VCP 175.83 INV E 15"VCP 175.81 INV S 12"VCP 186.91

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18"RCP

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18"RCP

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CURB INLET TOP 191.57 INV N 18"RCP 184.51 INV SE 18"RCP 184.47

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4"PVC

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6"VCP

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6"VCP

AutoCAD SHX Text CURB INLET TOP 189.78 INV N 4"PVC 186.94 INV NE 6"VCP 187.78 INV E 6"VCP 187.78 INV S 18"RCP 184.74

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FF 189.39

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FF 189.67

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FF 190.02

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FF 190.06

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FF 190.55

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GRASS

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1 STORY BUILDING

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SELLERS TILE

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1 STORY BUILDING

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WILLIAM GODFREY - LAWYER

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FLINT AVENUE

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RODNEY STEWART FICKEL DEED BOOK 4227, PAGE 31

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WILLIAM GODFREY DEED BOOK 4171, PAGE 291

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EXISTING CURB TO REMAIN EXCEPT AS NOTED

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ELECTRIC BOXES TO REMAIN (TYPICAL)

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WATER VALVES TO REMAIN (TYPICAL)

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WATER METERS TO REMAIN (TYPICAL)

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CANOPIES TO REMAIN (TYPICAL)

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SIGNS TO REMAIN (TYPICAL)

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CLEANOUT TO REMAIN (TYPICAL)

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DEMO EXISTING CONCRETE SIDEWALK (TYPICAL)

AutoCAD SHX Text EXISTING ASPHALT PAVEMENT, LANE STRIPING AND PARKING STRIPING TO REMAIN EXCEPT AS NOTED. (TYPICAL)

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GRID NORTH / NAD 83 / GA WEST

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FIRE HYDRANT TO REMAIN (TYPICAL)

AutoCAD SHX Text DOWNSPOUTS ALONG SELLERS TILE BUILDING HAVE BEEN ABANDONED. TO REMAIN THIS PROJECT.

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CANOPIES TO REMAIN (TYPICAL)

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EXISTING HANDICAP RAMP TO REMAIN

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GRASS

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GRASS

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GRASS

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INC.

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CIVIL ENGINEERS SURVEYORS

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DRAWN BY:

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SURVEY BY:

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REVISIONS

AutoCAD SHX Text

NO. DATE DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text

(229) 438-0522 FAX (229) 438-0921

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1504 W. THIRD AVENUE ALBANY, GEORGIA 31707

AutoCAD SHX Text

ANIER

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ENGINEERING

AutoCAD SHX Text

AutoCAD SHX Text 10/14/25

AutoCAD SHX Text

PHASE 1A BID PACKAGE

AutoCAD SHX Text

AutoCAD SHX Text 24132

AutoCAD SHX Text

CITY OF ALBANY, DOUGHERTY COUNTY, GEORGIA

AutoCAD SHX Text

EXISTING CONDITIONS & DEMO PLAN

AutoCAD SHX Text

300 BLOCK OF N. WASHINGTON STREET AND 100 BLOCK OF FLINT AVENUE

AutoCAD SHX Text

PART OF PARTIAL LAND LOT 324, FIRST LAND DISTRICT

AutoCAD SHX Text

SCALE: 1"=10 / DATE: SEPTEMBER 25, 2025

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SVY

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DRN

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DSN

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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O F A

SID

UTILITIES NOTE:

UTILITIES SHOWN ARE BASED ON ABOVE GROUND VISIBLE EVIDENCE

AND MARKINGS FOUND ON SITE. SURVEYOR DOES NOT WARRANT THE

EXACT SIZE, TYPE, OR LOCATION OF UTILITIES SHOWN AND NO

GUARANTEE IS MADE THAT OTHER UTILITIES MAY EXIST ON SITE THAT

MAY NOT BE SHOWN.

UTILITY LOCATION NOTE:

IN ADDITION TO CONTACTING CONCERNED LOCAL UTILITY AGENCIES,

THE CONTRACTOR SHALL GIVE THREE WORKING DAYS NOTICE TO

THE UTILITIES PROTECTION CENTER AT 1-800-282-7411 PRIOR TO ANY

EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES MAY BE

LOCATED AND PROTECTED.

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CREPE MYRTLE

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CREPE MYRTLE

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CREPE MYRTLE

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CREPE MYRTLE

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CREPE MYRTLE

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BFP

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48"RCP

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48"RCP

AutoCAD SHX Text D

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12"VCP

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18"RCP

AutoCAD SHX Text STORM MANHOLE RIM 188.94 INV SW 48"RCP 175.64 INV NE 48"RCP 174.94 INV S 18"RCP 180.25 INV NW 12"VCP 182.12

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15"RCP

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10"RCP

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12"VCP

AutoCAD SHX Text STORM MANHOLE RIM 189.01 INV SE 12"RCP 183.61 INV NW 15"RCP 184.35 INV W 10"RCP 185.35 INV W 12"VCP 183.81

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15"RCP

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CURB INLET TOP 187.59 INV S 15"RCP 183.39

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15"RCP

AutoCAD SHX Text

CURB INLET TOP 189.35 INV N 15"RCP 183.15 INV SE 15"RCP 183.00

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FF 188.94

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FF 188.91

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FF 188.87

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FF 188.88

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FF 189.16

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FF 189.13

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FF 189.26

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FF 189.39

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1 STORY BUILDING

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WILLIAM GODFREY - LAWYER

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1 STORY BUILDING

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ALBANY NUT & BOLT CO.

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107 FLINT AVE.

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FLINT AVENUE

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WILLIAM GODFREY DEED BOOK 4171, PAGE 291

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WILLIAM J. MARTIN III DEED BOOK 3469, PAGE 149

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ROY STEINBERG DEED BOOK 4966, PAGE 259

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W. J. MARTIN III DEED BOOK 3859, PAGE 53

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ROY STEINBERG DEED BOOK 4644, PAGE 87

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EXISTING CURB TO REMAIN EXCEPT AS NOTED

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WATER METERS TO REMAIN (TYPICAL)

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SIGNS TO REMAIN (TYPICAL)

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BACKFLOW PREVENTER TO REMAIN (TYPICAL)

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DEMO EXISTING CONCRETE SIDEWALK (TYPICAL)

AutoCAD SHX Text EXISTING ASPHALT PAVEMENT, LANE STRIPING AND PARKING STRIPING TO REMAIN EXCEPT AS NOTED. (TYPICAL)

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GRID NORTH / NAD 83 / GA WEST

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FIRE HYDRANT TO REMAIN (TYPICAL)

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CURB INLET TO REMAIN (TYPICAL)

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CANOPIES TO REMAIN (TYPICAL)

AutoCAD SHX Text CONTRACTOR TO CONFIRM WHETHER DOWNSPOUTS ARE ACTIVE OR ABANDONED. IF ACTIVE, MAINTAIN OR REPAIR LEADERS WHERE PRESENT (TYPICAL)

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EXISTING CREPE MYRTLES TO REMAIN

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EDGE OF PAVEMENT

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INC.

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CIVIL ENGINEERS SURVEYORS

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DRAWN BY:

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SURVEY BY:

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO. DATE DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text

(229) 438-0522 FAX (229) 438-0921

AutoCAD SHX Text

1504 W. THIRD AVENUE ALBANY, GEORGIA 31707

AutoCAD SHX Text

ANIER

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ENGINEERING

AutoCAD SHX Text

AutoCAD SHX Text 10/14/25

AutoCAD SHX Text

PHASE 1A BID PACKAGE

AutoCAD SHX Text

AutoCAD SHX Text 24132

AutoCAD SHX Text

CITY OF ALBANY, DOUGHERTY COUNTY, GEORGIA

AutoCAD SHX Text

EXISTING CONDITIONS & DEMO PLAN

AutoCAD SHX Text

300 BLOCK OF N. WASHINGTON STREET AND 100 BLOCK OF FLINT AVENUE

AutoCAD SHX Text

PART OF PARTIAL LAND LOT 324, FIRST LAND DISTRICT

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SCALE: 1"=10 / DATE: SEPTEMBER 25, 2025

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SVY

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DRN

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DSN

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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Ds4

O F A

SID

UTILITIES NOTE:

UTILITIES SHOWN ARE BASED ON ABOVE GROUND VISIBLE EVIDENCE

AND MARKINGS FOUND ON SITE. SURVEYOR DOES NOT WARRANT THE

EXACT SIZE, TYPE, OR LOCATION OF UTILITIES SHOWN AND NO

GUARANTEE IS MADE THAT OTHER UTILITIES MAY EXIST ON SITE THAT

MAY NOT BE SHOWN.

UTILITY LOCATION NOTE:

IN ADDITION TO CONTACTING CONCERNED LOCAL UTILITY AGENCIES,

THE CONTRACTOR SHALL GIVE THREE WORKING DAYS NOTICE TO

THE UTILITIES PROTECTION CENTER AT 1-800-282-7411 PRIOR TO ANY

EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES MAY BE

LOCATED AND PROTECTED.

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TCB

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TCB

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TCB

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TCB

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TCB

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FOB

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TRANSFORMER

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SIGN

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TCB

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AutoCAD SHX Text SANITARY MANHOLE RIM 190.66 INV N 15"VCP 178.26 INV S 15"VCP 178.01 INV W 15"VCP 177.92

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FF 189.12

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1 STORY BUILDING

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(NOT IN USE)

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1 STORY BUILDING

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326 WASHINGTON

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326 WASHINGTON

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(NOT IN USE)

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(NOT IN USE)

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WASHINGTON STREET

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ROOSEVELT AVENUE

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ROOSEVELT AVENUE

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GRATE

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GRATE

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STEWART FICKEL PROPERTIES, LLC DEED BOOK 4906, PAGE 258

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NO INFORMATION AVAILABLE

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CHARLES E. BLACK DEED BOOK 3279, PAGE 255

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CITY OF ALBANY NO INFORMATION AVAILABLE

AutoCAD SHX Text 13.5'

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5.00' TYP.

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2.5' TYP

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5.0' TYP.

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11.0' TYP.

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11.0' TYP.

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RECONSTRUCT 24' DRIVE IN EXISTING LOCATION (6" MIN THICKNESS)

AutoCAD SHX Text 30.00'

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6.0' ACCESSIBLE PATH

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2.5' TYP

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SOD GRASS STRIP

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SOD GRASS STRIP

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SOD GRASS STRIP

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MATCH BRICK ELEVATION AT EXISTING SIDEWALK

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MATCH ELEVATION AT EXISTING SIDEWALK

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R/W LINE

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R/W LINE

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R/W LINE

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R/W LINE

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GRID NORTH / NAD 83 / GA WEST

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HEXAGON PATTERN CONCRETE PAVERS (TYPICAL)

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HEXAGON PATTERN CONCRETE PAVERS (TYPICAL)

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ADJUST TOP OF VENTILATIONS GRATES TO PROPOSED GRADE AS NECESSARY (TYPICAL)

AutoCAD SHX Text NOTE: CONTRACTOR TO ADJUST VALVE BOXES, CLEANOUTS, METER BOXES, ELECTRIC BOXES, GRATES AND OTHER ITEMS TO REMAIN TO MATCH PROPOSED SIDEWALK GRADES. SEE PLANS BY ALBANY UTILITIES FOR PROPOSED UTILITY LAYOUT INCLUDING PEDESTRIAN LIGHTS, STREETLIGHTS, CONDUITS, PULL BOXES AND OTHER APPURTENANCES. PHASE 1A ELECTRICAL UTILITIES WILL BE INSTALLED BY ALBANY UTILITIES. EXISTING WATER, SEWER, AND GAS LINES SHALL BE PROTECTED AND UNDISTURBED BY THIS PROJECT.

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ERADICATE EXISTING LANE STRIPE AND RESTRIPE 12' LANE 30' OFF OF EAST CURB LINE

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INC.

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CIVIL ENGINEERS SURVEYORS

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DRAWN BY:

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SURVEY BY:

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REVISIONS

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NO. DATE DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text

(229) 438-0522 FAX (229) 438-0921

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1504 W. THIRD AVENUE ALBANY, GEORGIA 31707

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ANIER

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ENGINEERING

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AutoCAD SHX Text 01/14/25

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PHASE 1A BID PACKAGE

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AutoCAD SHX Text 24132

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CITY OF ALBANY, DOUGHERTY COUNTY, GEORGIA

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PROPOSED IMPROVEMENTS PLAN

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300 BLOCK OF N. WASHINGTON STREET AND 100 BLOCK OF FLINT AVENUE

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PART OF PARTIAL LAND LOT 324, FIRST LAND DISTRICT

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SCALE: 1"=10 / DATE: SEPTEMBER 25, 2025

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SVY

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DRN

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DSN

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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Ds4

Sd2-P

O F A

SID

UTILITIES NOTE:

UTILITIES SHOWN ARE BASED ON ABOVE GROUND VISIBLE EVIDENCE

AND MARKINGS FOUND ON SITE. SURVEYOR DOES NOT WARRANT THE

EXACT SIZE, TYPE, OR LOCATION OF UTILITIES SHOWN AND NO

GUARANTEE IS MADE THAT OTHER UTILITIES MAY EXIST ON SITE THAT

MAY NOT BE SHOWN.

UTILITY LOCATION NOTE:

IN ADDITION TO CONTACTING CONCERNED LOCAL UTILITY AGENCIES,

THE CONTRACTOR SHALL GIVE THREE WORKING DAYS NOTICE TO

THE UTILITIES PROTECTION CENTER AT 1-800-282-7411 PRIOR TO ANY

EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES MAY BE

LOCATED AND PROTECTED.

N P

R O

N N

U M

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TCB

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12"RCP

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CURB INLET TOP 187.75 INV W 12"RCP 183.33

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DIP

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DIP

AutoCAD SHX Text SANITARY MANHOLE RIM 187.90 INV N DIP 182.32 INV S DIP 182.46 INV E 48"BRICK 178.40 INV W 48"BRICK 178.40

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48"BRICK

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48"BRICK

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48"BRICK

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CURB INLET TOP 188.09 INV W 12"RCP 183.69

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SANITARY MANHOLE RIM 188.21 INV S 15"VCP 177.25 INV N 15"VCP 177.37

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CURB INLET TOP 188.01 INV E 12"RCP 183.81

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24"DIP

AutoCAD SHX Text SANITARY MANHOLE RIM 187.79 INV E 48"BRICK 178.49 INV W 48"BRICK 178.49 INV S 24"DIP 182.39

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CURB INLET TOP 188.05 INV E 12"RCP 183.75

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12"RCP

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FF 189.36

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FF 189.12

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FF 188.94

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FF 188.87

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FF 188.70

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FF 189.31

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FF 189.35

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FF 189.44

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FF 189.10

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FF 189.35

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METAL STAIRS

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1 STORY BUILDING

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(NOT IN USE)

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2 STORY BUILDING

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1 STORY BUILDING

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MADLAB

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326 WASHINGTON

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322 WASHINGTON

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(NOT IN USE)

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2 STORY BUILDING

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318 WASHINGTON

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MASTERCRAFT

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321 WASHINGTON

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(NOT IN USE)

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317 WASHINGTON

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FF 189.33

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AVOIR SALON

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1 STORY BUILDING

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1 STORY BUILDING

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315 WASHINGTON

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STEPS

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STEP

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1 STORY BUILDING

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313 WASHINGTON

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1 STORY BUILDING

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311 WASHINGTON

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WASHINGTON STREET

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GRATE

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GRATE

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GRATE

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GRATE

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GRATE

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GRATE

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GRATE

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GRATE

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CHARLES E. BLACK DEED BOOK 3279, PAGE 255

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VERAZZANO HOLDINGS, LLP DEED BOOK 3202, PAGE 339

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JOHNNY MELVIN HAYES DEED BOOK 5217, PAGE 125

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SOWEGA QOF ONE QOZB I, LLC DEED BOOK 4948, PAGE 112

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SOWEGA QOF ONE QOZB I, LLC DEED BOOK 4940, PAGE 141

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SOWEGA QOF ONE QOZB I, LLC DEED BOOK 4990, PAGE 265

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SHERMAN TIMBER, LLC DEED BOOK 4112, PAGE 317

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SHERMAN TIMBER, LLC DEED BOOK 4112, PAGE 317

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BOOKER ALLEY

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CITY ALLEY

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STEP

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STEP

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5.0' TYP

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2.5' TYP

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5.0' TYP.

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5.0' TYP.

AutoCAD SHX Text 9.75'

AutoCAD SHX Text 10.31'

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5.0' TYP.

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2.5' TYP

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2.5' TYP

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CONSTRUCT 17' WIDE CONCRETE DRIVE IN CURRENT LOCATION (6" MIN THICKNESS)

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SOD GRASS STRIP

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SOD GRASS STRIP

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SOD GRASS STRIP

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SOD GRASS STRIP

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CONSTRUCT TYPE "D" ADA RAMP

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CONSTRUCT TYPE "D" ADA RAMP

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R/W LINE

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R/W LINE

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R/W LINE

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R/W LINE

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R/W LINE

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R/W LINE

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R/W LINE

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R/W LINE

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R/W LINE

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GRID NORTH / NAD 83 / GA WEST

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HEXAGON PATTERN STAMPED CONCRETE (TYPICAL)

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HEXAGON PATTERN CONCRETE PAVERS (TYPICAL)

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HEXAGON PATTERN CONCRETE PAVERS (TYPICAL)

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HEXAGON PATTERN STAMPED CONCRETE (TYPICAL)

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PHASE 1A LIMITS

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ADJUST ELECTRIC BOXES TO GRADE (TYPICAL)

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ERADICATE EXISTING LANE STRIPE AND RESTRIPE 12' LANE 30' OFF OF EAST CURB LINE

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PAVERS TO MATCH EXISTING CONCRETE AT ENTRIES (TYPICAL)

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INC.

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CIVIL ENGINEERS SURVEYORS

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DRAWN BY:

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SURVEY BY:

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REVISIONS

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NO. DATE DESCRIPTION

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(229) 438-0522 FAX (229) 438-0921

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1504 W. THIRD AVENUE ALBANY, GEORGIA 31707

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ANIER

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ENGINEERING

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AutoCAD SHX Text 10/14/25

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PHASE 1A BID PACKAGE

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AutoCAD SHX Text 24132

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CITY OF ALBANY, DOUGHERTY COUNTY, GEORGIA

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PROPOSED IMPROVEMENTS PLAN

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300 BLOCK OF N. WASHINGTON STREET AND 100 BLOCK OF FLINT AVENUE

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PART OF PARTIAL LAND LOT 324, FIRST LAND DISTRICT

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SCALE: 1"=10 / DATE: SEPTEMBER 25, 2025

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SVY

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DRN

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DSN

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( IN FEET )

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GRAPHIC SCALE

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Sd2-P

Ds4

Ds4 Ds4

Ds4

O F A

SID

UTILITIES NOTE:

UTILITIES SHOWN ARE BASED ON ABOVE GROUND VISIBLE EVIDENCE

AND MARKINGS FOUND ON SITE. SURVEYOR DOES NOT WARRANT THE

EXACT SIZE, TYPE, OR LOCATION OF UTILITIES SHOWN AND NO

GUARANTEE IS MADE THAT OTHER UTILITIES MAY EXIST ON SITE THAT

MAY NOT BE SHOWN.

UTILITY LOCATION NOTE:

IN ADDITION TO CONTACTING CONCERNED LOCAL UTILITY AGENCIES,

THE CONTRACTOR SHALL GIVE THREE WORKING DAYS NOTICE TO

THE UTILITIES PROTECTION CENTER AT 1-800-282-7411 PRIOR TO ANY

EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES MAY BE

LOCATED AND PROTECTED.

N P

R O

N N

U M

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15"RCP

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CURB INLET TOP 190.34 INV SW 15"RCP 186.78

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15"RCP

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STORM MANHOLE RIM 191.37 INV NE 15"RCP 186.97 INV S 15"RCP 186.97

AutoCAD SHX Text SANITARY MANHOLE RIM 191.06 INV E 15"VCP 176.52 INV S 15"VCP 176.34 INV N 15"VCP 176.96 INV W 15"VCP 176.56 INV W 8"VCP 184.02

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STORM MANHOLE RIM 191.56 INV N 15"RCP 186.06 INV S 15"RCP 186.04

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FF 190.55

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FF 190.71

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FF 190.13

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FF 189.80

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GRASS

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CONCRETE

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STEPS TO BASEMENT

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2 STORY BUILDING

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309 WASHINGTON

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(NOT IN USE)

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(NO DOOR TO WASHINGTON)

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1 STORY BUILDING

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ST. NICOLAS HOTEL

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304 WASHINGTON

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3 STORY BUILDING

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FLINT AVENUE

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WASHINGTON STREET

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GRATE

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SOWEGA QOF ONE QOZB I, LLC DEED BOOK 4948, PAGE 112

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301 N. WASHINGTON STREET, LLC DEED BOOK 4953, PAGE 38

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SOWEGA QOF ONE QOZB I, LLC DEED BOOK 4940, PAGE 141

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4.00' ACCESSIBLE

AutoCAD SHX Text 5.16'

AutoCAD SHX Text 8.53'

AutoCAD SHX Text 8.87'

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5.0' TYP

AutoCAD SHX Text 11.12'

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2.5' TYP.

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2.5' TYP.

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CONSTRUCT GRANITE CURB THROUGH END OF BUILDING

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CONSTRUCT GRANITE CURB

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CONSTRUCT 12' DRIVEWAY (6" THICK MINIMUM)

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SOD GRASS STRIP

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SOD GRASS STRIP

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SOD GRASS STRIP

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SOD GRASS STRIP

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CONSTRUCT TYPE "D" ADA RAMP

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CONSTRUCT TYPE "D" ADA RAMP

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R/W LINE

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R/W LINE

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GRID NORTH / NAD 83 / GA WEST

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 May 1, 2026.