4 WORK PLAN.pdf
PDF 4 MB Posted
- Attached to
- 2026 SAP Striping and Marking Project
- Solicitation number
- PE-77081-NONST-2026-000000007
- Issued by
- Douglas County, Georgia
About this file
This is a Work Plan for the Elbert County 2026 SAP (State Aid Program) Project in Georgia, prepared by the Department of Transportation in coordination with the local government. The project involves the placement of roadway striping and markings across approximately 51.57 miles of various county roads in Elbert County. The work plan identifies nine priority roads requiring striping and marking improvements, including centerline markings, edge line markings, and special pavement markings such as stop lines, school zone words, and rumble strips. Quantities include 61.36 linear miles of centerline striping, 41.56 linear miles of edge line striping, 7.80 linear miles of skip yellow paint striping, 41.78 linear miles of thermoplastic solid traffic stripe, 39.14 linear miles of thermoplastic skip traffic stripe, and additional special markings. Sealed bids were due by 4:00 PM on Thursday, May 7, 2026, with bid awards scheduled for May 11, 2026 at 5:30 PM. All pavement markings must comply with current Manual on Uniform Traffic Control Devices (MUTCD) standards, Georgia Specifications, and the Georgia Department of Transportation Signing & Marking Design Guidelines.
Long-line striping shall be thermoplastic and high build standard paint, with all hand markings including rumble strips, stop lines, and arrows also applied in thermoplastic unless otherwise specified. The local government is responsible for certifying all necessary right-of-way, removing or adjusting utilities, performing all earthwork and erosion control, and addressing any American Disabilities Act (ADA) compliance upgrades at no cost to the Georgia Department of Transportation. The Department of Transportation's participation is limited strictly to items set up for payment under the contract. All traffic control must comply with Section 150 of the 2013 Georgia Standard Specifications and applicable Georgia Standards. Bidders must comply with the Systematic Alien Verification of Entitlements (SAVE) program and the federal eVerify program, and the county reserves the right to reject any nonconforming bids and cancel the bid opening if necessary.
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Other files
| File | Type | Posted |
|---|---|---|
| E_verify affidavit.pdf | ||
| 6 SEC 653.pdf | ||
| 2 Instruction to Bidder.doc | DOC document | |
| Security and Immigration AFfidavit.doc | DOC document | |
| 5_B ss105.pdf | ||
| 5_C ss107.pdf | ||
| Corporate Certification.doc | DOC document | |
| 5 PROJECT MAP 2026.pdf | ||
| 3 BID FORM.doc | DOC document | |
| 1 COVER SHEET.doc | DOC document | |
| 5_A104.pdf | ||
| 5_F 150.pdf | ||
| 5_ SPECIAL PROVISION.docx | DOCX document | |
| 5_E ss109.pdf | ||
| 6 SEC 652.pdf | ||
| i_9 2027.pdf | ||
| 5_D ss108.pdf | ||
| BID BOND.doc | DOC document | |
| AGREEMENT.doc | DOC document | |
| 2 Invitation to Bid.doc | DOC document |
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Text version
WORK PLAN
ELBERT COUNTY
2026 SAP
PROJECT
SCOPE OF WORK
STRIPING & MARKINGS
ON VARIOUS ROADS
03-02-2026 todd.mcduffie Typewritten Text todd.mcduffie Typewritten Text
Todd McDuffie Cross-Out
WORK PLAN
GENERAL DESCRIPTION OF WORK TO BE PERFORMED
Proposed Work: Placement of Roadway Striping and Markings at various locations in Elbert County.
Note: The Local Government shall certify all necessary R/W, and remove or adjust all utilities at no cost to the Department of Transportation.
Note: The Department of Transportation’s participation in constructing this project is limited to the items set up for payment under this contract. Any items or work required and not set up for payment under this contract will be the responsibility of the Local Government and at no cost to the Department of Transportation.
GENERAL NOTES
1. The Local Government (LG) shall certify all necessary Right-of-Way and remove or adjust all utilities at no cost to the Georgia Department of Transportation.
2. The Georgia Department of Transportation’s participation in constructing this project is limited to the items set up for payment under this contract. Any items or work required and not set up for payment under this contract will be the responsibility of the Local Government and at no cost to the Georgia Department of Transportation.
3. All traffic control shall comply with Section 150 or the 2013 Georgia Standard Specifications, the Manual on Uniform Traffic Control Devices (MUTCD, current ed.), and/or the Georgia Standards as they apply.
4. Any earthwork (and erosion control) necessary for the completion of this project shall be the responsibility of the Local Government and/or their representative(s).
5. Any additions or upgrades needed to meet the regulations set forth in the American Disabilities Act (ADA) shall be the responsibility of the Local Government unless otherwise specified.
http://www.dot.state.ga.us/
PAVEMENT MARKINGS
1. All pavement markings shall be installed in accordance with the details shown in the Plans, the Manual on Uniform Traffic Control Devices (MUTCD, current ed.), the Georgia Specifications, Supplemental Specifications, and / or Special Provisions, and the current Georgia Department of Transportation Signing & Marking Design Guidelines (available on-line at www.dot.state.ga.us.
2. Long-line striping shall be THERMOPLASTIC and High Build Standard paint striping as shown in summary.
3. All hand markings (rumble strips, stop lines, arrows, words, etc) shall be thermoplastic unless otherwise specified.
http://www.dot.state.ga.us/
Pr io rit y
County Road Name
St at e Ro ad
Nu m be r
From: To:
Ce nt er lin e
Ed ge lin es
M
AR
KI
NG
S
To ta l L en gt h
(m ile s)
COMMENTS
1 Ruckersville Rd SR 77 Russell State Park Dr (End .13 East of Entrance) x x x 7.98
2 Mineral Springs Rd SR 72 SR 77 x x 2.31
3 Coldwater Rd Guy Wilson Rd Hart Co Line x 6.00
4 Bobby Brown Rd SR 72 Bobby Brown Park Entrance x x 6.56
5 Deep Creek Rd SR 17 SR 172 x x x 8.96
6 Guy Wilson Rd SR 368 Coldwater Rd x x 1.18
7 Nickville Rd SR 17 SR 72 x x 7.93 8 Corinth Church Rd Hart Co Line SR 172 x x 3.42 9 Pulliam Mill Rd SR 17 Hart Co Line x x 7.23
51.57
2026 SAP ROAD INFORMATION
3/10/2026
Street Name
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(M
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P ai nt
St rip e
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3-
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LM LM GLM LM LM GLM LF
1 Ruckersville Rd 7.98 15.96 12.56 3.40 2.00 12 2 Mineral Springs Rd 2.31 4.62 4.62 3 Coldwater Rd 6.00 12.00 4 Bobby Brown Rd 6.56 13.12 10.62 2.50 5 Deep Creek Rd 8.96 17.92 16.02 1.90 84 6 Guy Wilson Rd 1.18 2.36 2.36 7 Nickville Rd 7.93 15.86 14.16 1.70 8 Corinth Church Rd 3.42 6.84 6.84 9 Pulliam Mill Rd 7.23 14.46 13.52 0.94
PAGE 1 TOTALS 51.57 61.36 41.56 7.80 41.78 39.14 2.64 2.00 96
SUMMARY OF QUANTITIES
3/11/26
Pr io rit y
Road Name Beg. Point Milelog 0.00
Location Milelog Lane Item Description Qty Action
1 Ruckersville Rd SR 77 0.00 WB STOP LINE 12 LF
0.29 WB THERMO WORD, SCHOOL 1 EA
0.57 EB THERMO WORD, SCHOOL 1 EA
5 Deep Creek Rd SR 17 0.00 SB STOP LINE 16 LF
2.75 NB STOP LINE 16 LF
2.76 SB STOP LINE 20 LF
7.52 NB STOP LINE 10 LF
7.53 SB STOP LINE 10 LF
8.96 NB STOP LINE 12 LF
ROADWAY PROJECT SUMMARY SHEET
SPECIAL PAVEMENT MARKINGS
ROUNDABOUT
STATE PROJECT NUMBER
GA.
NO.
SHEET
SHEETS
TOTAL
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
B Y
R E
V
IS
IO
N D
A T
E
DESIGNED
DRAWN
TRACED
CHECKED
CONSTRUCTION DETAILS
NUMBER
NO SCALE JANUARY 2000
T-19A C
P A
R O
U N
D A
B O
U T
L
C H
A N
G E
1-
S
IG
N
IN
C H
A N
G
L A
ID
H
F
R U
M B
L E
S
T R
IP
G E
N
N O
T E S
1-
A D J
U S
T
1a
S
IG
L
C
GENERAL NOTES
(A)(B)(C)
65 MPH
40 MPH 325’ 475’
550’
500’
850’ 300’
STOP CONTROLLED INTERSECTION
(A)
(C)
200’ 325’
375’
450’
550’
625’
700’
775’
45 MPH
50 MPH
55 MPH
60 MPH
SPEED LIMIT
R1-2
R1-1
(A) (B) (C)
W16-7P
W11-2
20’ (TYP.)
DRAWINGS ARE NOT TO SCALE A
C
P A
D J
U S
T
U
M B
L E
S
T
IP
S P
A C
IN
G
(B)
SPACING DIMENSIONS FROM STOP BAR/YIELD LINE
20’ (TYP.)
DISTRICT MAINTENANCE ENGINEER.
IN LIEU OF ASPHALTIC CONCRETE IF APPROVED BY THE
REFLECTORIZED PAVEMENT MARKING COMPOUND MAY BE USED
WITH SPEED LIMITS LESS THAN 50 MPH THERMOPLASTIC
WITH 50 MPH OR GREATER SPEED LIMIT. FOR APPROACHES
COMPOUND RUMBLE STRIPS SHOULD BE USED ON APPROACHES
4. THERMOPLASTIC REFLECTORIZED PAVEMENT MARKING
OF FORM MAY BE USED AS APPROVED BY THE ENGINEER.
RUMBLE STRIPS. OTHER MATERIALS FOR CONSTRUCTION
3. FORM SHOWN FOR REQUIRED SIZE AND SPACING OF
CONSTRUCTION REQUIREMENTS, MEASUREMENT, AND PAYMENT.
OF TRANSPORTATION SYSTEMS FOR MATERIALS,
THE STANDARD SPECIFICATIONS CONSTRUCTION
2.SEE SECTION 429 OF THE CURRENT EDITION OF
SHALL BE PLACED ACROSS BOTH LANES
MARKERS). FOR MULTILANE APPROACHES, RUMBLE STRIPS
MARKINGS INCLUDING, IF APPLICABLE, RAISED PAVEMENT
TO EXCEED CENTER LINE OR EDGE LINE PAVEMENT
1. FORM SHALL BE FULL WIDTH OF LANE. (NOTE: NOT
�" PIPE
�" PIPE
1" X
RUMBLE STRIP FORM
LANE WIDTH
�" PIPE
�" PIPE
1" X 4" @ 8" O.C.
1" X 4" @ 8" O.C.
1" X 4" @ 8" O.C.
1" X 4" @ 8" O.C.
1" X 4" @ 8" O.C.
1" X
STOP CONTROLLED INTERSECTIONS
RUMBLE STRIPS: ROUNDABOUTS AND
1-
A C
P
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