25_25153 Orr Road_Permit Set_Signed _ Bid set.pdf
PDF 10 MB Posted
- Attached to
- TIA-12: Orr Road Resurfacing
- Solicitation number
- PE-69200-NONST-2026-000000040
- Issued by
- Liberty County, Georgia
About this file
This is a permit set and construction plan document for a road resurfacing project issued by Lowndes County Board of Commissioners, located in Valdosta, Georgia. The project involves the resurfacing of Orr Road with an asphalt pavement overlay of an existing asphalt-paved road along an 8,710-linear-foot section with minimal shoulder grading affecting 0.9 acres of disturbed area. The work includes installation of an asphalt leveling course at 80 pounds per square yard and a 2-inch asphalt 12.5 mm Superpave overlay at 220 pounds per square yard. The project area encompasses an 80-foot right-of-way with 4-foot shoulder grading on each side of the roadway. The construction documents were prepared by Axis Engineering Consultants, LLC with professional engineer Matthew Inman, P.E. (Georgia Registration No. PE030411) as the engineer of record and project manager. The plans were finalized on November 13, 2025, following revisions per county comments, and include general notes, roadway resurfacing plans across five sheets, and construction details for traffic control signage and pipe culvert headwall installations.
The project site is classified in Flood Zone X, denoting an area of minimal flood hazard, with no identified wetlands, state waters, or impaired waters within the project area. No geotechnical investigation, environmental assessment, or asbestos-containing materials survey has been performed; however, contractors are required to notify the engineer within 24 hours of encountering unsuitable subsurface materials or environmental concerns. The contractor is responsible for obtaining all permits before commencing work, providing 72-hour notice to the Utilities Protection Center, furnishing all clean fill material, and repairing any utilities damaged during construction at no cost to the owner. The project receiving waters are identified as an unnamed tributary of Cherry Creek. All construction must comply with local and state authority standards and specifications, with the contractor required to field-verify all information and notify the engineer of any discrepancies within 24 hours before commencing work.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| TIA_12 Orr Road Resurfacing Bid Packet.pdf | ||
| Tia_12 Orr Road Resurfacing ad.docx | DOCX document |
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Z:\Shared\AEC\Projects\2025\25-25153 Orr Rd Lowndes Co., GA\DWG\25-25153C_A01.dwg - 11/13/2025 2:32 PM
SHEET NO.
PROJECT NO.
DATE:
DRAWN BY:
CHECK BY:
LE
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BU
RG
VA
LD
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A W
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BMI
BJM
11/06/2025
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ORR ROAD RESURFACING
LOWNDES COUNTY, GEORGIA
PREPARED FOR:
LOWNDES COUNTY BOARD OF
COMMISSIONERS
DATE:
OCTOBER 31, 2025
PROPOSED LINE LEGEND
DITCH / SWALE
SILT FENCE
LIMITS OF DISTURBANCE
PROPERTY LINE
RIGHT-OF-WAY
EASEMENT
SETBACK / BUFFER
OVERHEAD POWER
OVERHEAD TELECOMM.
SANITARY SEWER
SANITARY SEWER FORCE MAIN
STORM SEWER
WATER LINE
NATURAL GAS
SURFACE MAJOR CONTOUR
SURFACE MINOR CONTOUR
BUILDING LINE
PROPOSED SYMBOL LEGEND
POWER POLE, LIGHT POLE
(PP, LP)
BACK FLOW PREVENTER
(RPZ, DDCV)
FIRE DEPT. CONNECTION /
POST INDICATOR VALVE / HYDRANT
METERS
(WM, GM)
VALVES
(WV, GV)
MANHOLES
(STMH, SSMH)
GRATE INLETS
(GI, HGI)
CURB INLETS
(STD., SWCI, DWCI)
FLARED/SAFTY END SECTION
(FES, SES)
HEADWALL (HW)
OUTLET CONTROL STRUCTURE (OCS)
P P
T/C T/C
SS SS
FM> FM>
W W
G G
X X X X
SIGNS
DIRECTIONAL TRAFFIC ARROWS
2'x2' 3'x2'
CLEANOUT
(ST CO, SS CO)
BOLLARD / WHEEL STOP
PP LP
BFPDDCV
FDC PIV HYD
WM GM
WV GV
ST CO SS CO
SSST
DBL. 2'x2' HGI
ST ST
ST
TRAFFIC MONUMENT PYLON DBL. TRAFFIC
PROJECT DATA TABLE
OWNER DEVELOPER
LOWNDES COUNTY BOARD OF
COMMISSIONERS
327 N ASHLEY STREET
VALDOSTA, GEORGIA 31601
(229) 671-2442 mfletcher@lowndescounty.com
PROJECT LOCATION
ORR ROAD
VALDOSTA, GEORGIA 31605
PROJECT AREA / 8,710 L.F.
PROPOSED USE ROAD RESURFACING
DISTURBED AREA 0.9 ACRES
LOCATION MAP
NOT TO SCALE
VICINITY MAP
NOT TO SCALE
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NEER
No. PE030411
PROFESSIONAL
11/13/2025
G E O R G I A
CERTIFICATE OF AUTHORIZA
TI
ON
AXIS ENGINEERING
CONSULTANTS
PEF009117
06/30/2026
Sheet List Table Sheet Number Sheet Title
C1.0 PROJECT COVER
C1.1 GENERAL NOTES
C2.0 - C2.4 ROADWAY RESURFACING PLAN
C3.0 - C3.1 CONSTRUCTION DETAILS
SITE
SITE
PI Number: 0016273
IGTIA: 2402103
User Image
REVISIONS
No. DATE DESCRIPTION
Z:\Shared\AEC\Projects\2025\25-25153 Orr Rd Lowndes Co., GA\DWG\25-25153C_A01.dwg - 11/13/2025 2:32 PM
SHEET NO.
PROJECT NO.
DATE:
DRAWN BY:
CHECK BY:
SCALE:
LEESBURG VALDOSTA WARNER ROBINS
11-13-25
REVISED PER COUNTY COMMENTS
GENERAL NOTES
ORR ROAD RESURFACING
LOWNDES COUNTY, GEORGIA
C1.1
25-25153
11/06/2025
BJM
BMI
LOWNDES COUNTY
BOARD OF
COMMISSIONERS
NOT TO SCALE
GENERAL NOTES:
1. ALL CONSTRUCTION DOCUMENTS AND REPORTS ARE TO BE REVIEWED BY THE CONTRACTOR. THE CONTRACTOR SHALL
BE FAMILIAR WITH THE PROJECT AREA BEFORE COMMENCING ANY CONSTRUCTION ACTIVITIES.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL PERMITS ARE OBTAINED BEFORE COMMENCING ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL ENSURE ALL CONSTRUCTION STANDARDS AND SPECIFICATIONS
ARE MET FOR THE PROJECT OF THE LOCAL OR STATE AUTHORITY FOR THE PROJECT AREA.
3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD WITHIN TWENTY FOUR (24) HOURS OF ANY DISCREPANCIES OR CONFLICTS OF ALL INFORMATION PROVIDED BY THE CONSTRUCTION PLANS FOR THE PROJECT SCOPE BASED ON UNSATISFACTORY FIELD CONDITIONS. THE CONTRACTOR SHALL NOT COMMENCE ANY CONSTRUCTION ACTIVITIES UNTIL ALL DISCREPANCIES, CONFLICTS, UNSATISFACTORY FIELD CONDITIONS, ETC. ARE RESOLVED.
4. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF SEVENTY TWO (72) HOUR NOTICE TO THE UTILITIES PROTECTION CENTER PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED PROTECTION FOR ALL EXISTING UTILITIES WITHIN THE PROJECT AREA. THE CONTRACTOR SHALL REPAIR ANY UTILITIES
DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER OR DEVELOPER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL FILL MATERIAL (CLEAN AND FREE OF DEBRIS AND ORGANIC MATERIAL) NEEDED FOR THE PROJECT UNLESS OTHERWISE INSTRUCTED BY THE OWNER OR DEVELOPER.
6. THE CONTRACTOR SHALL MAKE THEIR OWN INTERPRETATION OF ALL SITE CONDITIONS RELATED TO THE SCOPE OF THE PROJECT REGARDING GRADING. THE CONTRACTOR SHALL MAKE THEIR OWN DETERMINATION OF WHAT IS SUITABLE FILL
OR WASTE MATERIAL AS RECOMMENDED BY THE GEOTECHNICAL REPORT.
7. ALL DATA SHOWN HEREON ARE BASED UPON FIELD INVESTIGATION OF THE PROJECT AREA AND AERIAL IMAGERY. THIS DATA SHALL BE USED AS INFORMATION ONLY AND IN NO WAY GURANTEE OR BIND THE ENGINEER AS TO THE ACTUAL
FIELD CONDITIONS.
8. ALL UNDERGROUND UTILITY INFORMATION SHOWN ON THE PLANS ARE BASED ON ABOVE GROUND STRUCTURES OR GROUND MARKINGS BY OTHERS. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF THE UNDERGROUND UTILITY INFORMATION SHOWN ON THE PLANS.
PROJECT AREA NOTES:
1. THE PROPOSED DEVELOPMENT IS LOCATED WITHIN THE RIGHT OF WAY OF ORR ROAD, VALDOSTA, GEORGIA 31605. THE INFORMATION SHOWN ON THESE PLANS IS BASED ON AERIAL IMAGERY AND SHOULD BE FIELD VERIFIED PRIOR TO
COMMENCING CONSTRUCTION.
2. THE PROPOSED PROJECTS CONSISTS OF THE PAVEMENT OVERLAY OF AN EXISTING ASPHALT PAVED ROAD, WITH
MINIMAL SHOULDER GRADING.
3. THE PROJECT AREA IS ±8,710 L.F. WITH A DISTURBED AREA OF 0.9 ACRES. (DISTURBED AREA) INCLUDES 4' SHOULDER
GRADING ALONG EACH SIDE OF ROADWAY).
4. NO WETLANDS HAVE BEEN IDENTIFIED WITHIN THE PROJECT AREA.
5. NO STATE WATERS HAVE BEEN IDENTIFIED ON OR WITHIN TWO HUNDRED FEET (200').
6. THE RECEIVING WATERS FOR THE PROJECT HAVE BEEN IDENTIFIED AS UNNAMED TRIBUTARY OF CHERRY CREEK.
7. NO IMPAIRED WATERS HAVE BEEN IDENTIFIED WITHIN ONE (1) MILE OF THE PROJECT AREA.
8. THE PROPERTY SHOWN WITHIN THE PLANS IS LOCATED IN FLOOD ZONE X AS PER FLOOD INSURANCE RATE MAP FOR LOWNDES COUNTY, GEORGIA, AND SHOWN ON MAP NO. 13185C0120E, WITH AN EFFECTIVE DATE OF 09/26/2008.
FLOOD ZONE X DENOTES AREA OF MINIMAL FLOOD HAZARD.
9. REPORTS:
A. NO GEOTECHNICAL INVESTIGATION HAS BEEN PERFORMED FOR THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER WITHIN TWENTY FOUR (24) HOURS OF ANY UNSUITABLE SUBSURFACE MATERIAL ENCOUNTERED DURING
CONSTRUCTION ACTIVITIES.
B. NO ENVIRONMENTAL ASSESSMENT HAS BEEN PERFORMED FOR THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITHIN TWENTY FOUR (24) HOURS OF ANY ENVIRONMENTAL CONCERNS ENCOUNTERED WITHIN THE
PROJECT AREA.
C. NO ACM SURVEY HAS BEEN PERFORMED. THE CONTRACTOR SHALL TAKE PRECAUTIONS AS NEEDED WHEN HANDLING ANY MATERIAL SUSPECTED TO CONTAIN ANY ASBESTOS. THE CONTRACTOR SHALL PROPERLY DISPOSE OF
ANY MATERIAL CONTAINING ASBESTOS.
PROJECT CONTACTS:
1. OWNER/DEVELOPER:
LOWNDES COUNTY BOARD OF COMMISSIONERS
327 N ASHLEY STREET
VALDOSTA, GEORGIA 31601
(229) 671-2442
MFLETCHER@LOWNDESCOUNTY.COM
2. ENGINEER OF RECORD:
MATTHEW INMAN, P.E.
AXIS ENGINEERING CONSULTANTS, LLC.
2704 NORTH OAK STREET, BUILDING P
VALDOSTA, GEORGIA 31602
(229) 638-8595
MINMAN@AECONLLC.NET
3. PROJECT MANAGER:
MATTHEW INMAN, P.E.
AXIS ENGINEERING CONSULTANTS, LLC.
2704 NORTH OAK STREET, BUILDING P
VALDOSTA, GEORGIA 31602
(229) 638-8595
MINMAN@AECONLLC.NET
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NEER
No. PE030411
PROFESSIONAL
11/13/2025
G E O R G I A
CERTIFICATE OF AUTHORIZA
TI
ON
AXIS ENGINEERING
CONSULTANTS
PEF009117
06/30/2026
STREET SECTION (TYPICAL) - 80' ROW
NOT TO SCALE
SLOPE TO EXISTING GROUND
11'
40'
RO
W
80' ROW
DI
TC
H
2:1
2:1
12.5' 4'
EO
P
3:1
RO
W
RO
W
12.5'
SH
LD
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SLOPE TO EXISTING GROUND
11'
40'
DI
TC
H
2:1
2:1
12.5'4'
EO
P
3:1
RO
W
RO
W
12.5'
SH
LD
R
SLOPE TO EXISTING GROUNDEXISTING ORR ROAD CROSS SECTION
2" ASPHALT 12.5 MM SUPERPAVE
OVERLAY (220 LBS/SY) ASPHALT LEVELING COURSE(80 LBS/SY)
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
24" THERMOPLASTIC STRIPE
(STOP BAR)
STOP SIGN (R1-1) &
CROSS TRAFFIC
DOES NOT STOP
SIGN (W4-4P)
STOP SIGN (R1-1)
SPEED LIMIT SIGN
(45MPH) (R2-1)
STOP AHEAD SIGN (W3-1)
STOP AHEAD SIGN (W3-1)
SHARE THE ROAD SIGN (W16-1P) &
BICYCLE ROUTE SIGN (M1-8)
CARDINAL DIRECTION SIGN (WEST) (M3-4),
BICYCLE ROUTE SIGN (M1-8), &
ADVANCED DIRECTIONAL ARROW SIGN (M5-1)
ST
AT
EN
R
O
AD
(6 0'
R O
W
ORR ROAD
(80' ROW)
ORR ROAD
(80' ROW)
RESURFACING TO COMMENCE AT
EDGE OF PAVEMENT OF STATEN
ROAD / CHERRY CREEK ROAD
CH
ER
RY
C
RE
EK
R O
AD
(6 0'
R O
W
LIMITS OF GRADING
LIMITS OF GRADING
INSTALL ASPHALT LEVELING COURSE (80LBS/SY)
& 2" ASPHALT 12.5 MM SUPERPAVE (220 LBS/SY)
1001 B HEADWALL
1001 B HEADWALL
APPROXIMATE LOCATION
OF DUAL 30" RCP
M
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- O rr
R oa d
ST
A:
+5
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
CARDINAL DIRECTION SIGN (WEST) (M3-4),
ADVANCED DIRECTIONAL ARROW SIGN (M5-1)
SCHOOL BUS STOP
AHEAD SIGN (S3-1)
ORR ROAD
(80' ROW)
ORR ROAD
(80' ROW)
INSTALL ASPHALT LEVELING COURSE (80LBS/SY)
& 2" ASPHALT 12.5 MM SUPERPAVE (220 LBS/SY)
LIMITS OF GRADING
LIMITS OF GRADING
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SHEET NO.
PROJECT NO.
DATE:
DRAWN BY:
CHECK BY:
LE
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BU
RG
VA
LD
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BMI
BJM
11/06/2025
25-25153
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30' 15' 0' 30'
GRAPHIC SCALE 1" = 30'
30' 15' 0' 30'
GRAPHIC SCALE 1" = 30'
N
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G E O R G I A
CERTIFICATE OF AUTHORIZA
TI
ON
AXIS ENGINEERING
CONSULTANTS
PEF009117
06/30/2026
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NEER
No. PE030411
PROFESSIONAL
11/13/2025
KEY NOTES:
INSTALL OBJECT MARKER OM-3R SIGN 2' OFF FROM PIPE
INSTALL OBJECT MARKER OM-3L SIGN 2' OFF FROM PIPE
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00ORR ROAD
(80' ROW)
ORR ROAD
(80' ROW)
INSTALL ASPHALT LEVELING COURSE (80LBS/SY)
& 2" ASPHALT 12.5 MM SUPERPAVE (220 LBS/SY)
LIMITS OF GRADING
LIMITS OF GRADINGM
AT
CH
L
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O rr R oa d
ST
A:
+0
M
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L
IN
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- O rr
R oa d
ST
A:
+5
38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00
SCHOOL BUS STOP
AHEAD SIGN (S3-1)
ORR ROAD
(80' ROW)
ORR ROAD
(80' ROW)
N O
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IN
GH
IL
L
LA
N E
(5 0'
R O
W
INSTALL ASPHALT LEVELING COURSE (80LBS/SY)
& 2" ASPHALT 12.5 MM SUPERPAVE (220 LBS/SY)
LIMITS OF GRADING
LIMITS OF GRADING
M
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SHEET NO.
PROJECT NO.
DATE:
DRAWN BY:
CHECK BY:
LE
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BU
RG
VA
LD
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A W
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BMI
BJM
11/06/2025
25-25153
C2.1
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GRAPHIC SCALE 1" = 30'
30' 15' 0' 30'
GRAPHIC SCALE 1" = 30'
N
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G E O R G I A
CERTIFICATE OF AUTHORIZA
TI
ON
AXIS ENGINEERING
CONSULTANTS
PEF009117
06/30/2026
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NEER
No. PE030411
PROFESSIONAL
11/13/2025
47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00
ORR ROAD
(80' ROW)
ORR ROAD
(80' ROW)
INSTALL ASPHALT LEVELING COURSE (80LBS/SY)
& 2" ASPHALT 12.5 MM SUPERPAVE (220 LBS/SY)
LIMITS OF GRADING
LIMITS OF GRADING
M
AT
CH
L
IN
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O rr R oa d
ST
A:
+0
M
AT
CH
L
IN
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- O rr
R oa d
ST
A:
+5
57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00
ORR ROAD
(80' ROW)
ORR ROAD
(80' ROW)
INSTALL ASPHALT LEVELING COURSE (80LBS/SY)
& 2" ASPHALT 12.5 MM SUPERPAVE (220 LBS/SY)
LIMITS OF GRADING
LIMITS OF GRADING
1001 B HEADWALL
1001 B HEADWALL
APPROXIMATE LOCATION
OF TRIPLE 48" RCP
M
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O rr R oa d
ST
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+5
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SHEET NO.
PROJECT NO.
DATE:
DRAWN BY:
CHECK BY:
LE
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BU
RG
VA
LD
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A W
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BMI
BJM
11/06/2025
25-25153
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30' 15' 0' 30'
GRAPHIC SCALE 1" = 30'
30' 15' 0' 30'
GRAPHIC SCALE 1" = 30'
N
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G E O R G I A
CERTIFICATE OF AUTHORIZA
TI
ON
AXIS ENGINEERING
CONSULTANTS
PEF009117
06/30/2026
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NEER
No. PE030411
PROFESSIONAL
11/13/2025
KEY NOTES:
INSTALL OBJECT MARKER OM-3R SIGN 2' OFF FROM PIPE
INSTALL OBJECT MARKER OM-3L SIGN 2' OFF FROM PIPE
66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00ORR ROAD
(80' ROW)
ORR ROAD
(80' ROW)
INSTALL ASPHALT LEVELING COURSE (80LBS/SY)
& 2" ASPHALT 12.5 MM SUPERPAVE (220 LBS/SY)
LIMITS OF GRADING
LIMITS OF GRADING
M
AT
CH
L
IN
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O rr R oa d
ST
A:
+0
M
AT
CH
L
IN
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- O rr
R oa d
ST
A:
+5
76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00ORR ROAD
(80' ROW)
ORR ROAD
(80' ROW)
INSTALL ASPHALT LEVELING COURSE (80LBS/SY)
& 2" ASPHALT 12.5 MM SUPERPAVE (220 LBS/SY)
LIMITS OF GRADING
LIMITS OF GRADING
M
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CH
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ST
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+5
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SHEET NO.
PROJECT NO.
DATE:
DRAWN BY:
CHECK BY:
LE
ES
BU
RG
VA
LD
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ST
A W
AR
N
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R
O
BI
N S
BMI
BJM
11/06/2025
25-25153
C2.3
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PL
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R O
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30' 15' 0' 30'
GRAPHIC SCALE 1" = 30'
30' 15' 0' 30'
GRAPHIC SCALE 1" = 30'
N
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G E O R G I A
CERTIFICATE OF AUTHORIZA
TI
ON
AXIS ENGINEERING
CONSULTANTS
PEF009117
06/30/2026
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NEER
No. PE030411
PROFESSIONAL
11/13/2025
INSTALL ASPHALT LEVELING COURSE (80LBS/SY)
& 2" ASPHALT 12.5 MM SUPERPAVE (220 LBS/SY)
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00
SHARE THE ROAD SIGN (W16-1P)& BICYCLE ROUTE SIGN(M1-8)
STOP AHEAD SIGN (W3-1)
STOP AHEAD SIGN (W3-1)
ORR ROAD
(80' ROW) ORR ROAD
(80' ROW)
ORR ROAD
(80' ROW)
LIMITS OF GRADING
LIMITS OF GRADING
LIMITS OF GRADING
1001 B HEADWALL
1001 B HEADWALL
1001 B HEADWALL
1001 B HEADWALL
APPROXIMATE
LOCATION OF 30" RCP
APPROXIMATE
LOCATION OF 30" RCP
M
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O rr R oa d
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+0
M
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- O rr
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INSTALL ASPHALT LEVELING COURSE (80LBS/SY)
& 2" ASPHALT 12.5 MM SUPERPAVE (220 LBS/SY)
91+00 92+00 93+00 94+00 95+00 96+00 97+0097+11
STOP AHEAD SIGN (W3-1)
STOP AHEAD SIGN (W3-1) CARDINAL DIRECTION SIGN (EAST) (M3-2),
BICYCLE ROUTE SIGN (M1-8),
& DIRECTIONAL ARROW SIGN (M6-1)
SPEED LIMIT SIGN (45MPH) (R2-1)
STOP SIGN (R1-1)
TWO DIRECTION SIGN (W1-7)
OBJECT MARKER SIGN (OM-3L/R TYPE III)
24" THERMOPLASTIC STRIPE
(STOP BAR)
APPROXIMATE
LOCATION OF 24" RCP
ORR ROAD
(80' ROW)
ORR ROAD
(80' ROW)
SK
IP
PE
R
RI
DG
E
RO
AD
(1
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O W
LIMITS OF GRADING
LIMITS OF GRADING
LIMITS OF GRADING
INSTALL ASPHALT LEVELING COURSE (80LBS/SY)
& 2" ASPHALT 12.5 MM SUPERPAVE (220 LBS/SY)
TERMINATE OVERLAY PROJECT AT
EDGELINE OF SKIPPER BRIDGE ROAD
1001 B HEADWALL
1001 B HEADWALL
APPROXIMATE
LOCATION OF 30" RCP
STOP SIGN (R1-1)
M
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CH
L
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O rr R oa d
ST
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+0
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N o.
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Z:\Shared\AEC\Projects\2025\25-25153 Orr Rd Lowndes Co., GA\DWG\25-25153C_B01.dwg - 11/13/2025 2:32 PM
SHEET NO.
PROJECT NO.
DATE:
DRAWN BY:
CHECK BY:
LE
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BU
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BMI
BJM
11/06/2025
25-25153
C2.4
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-1 3-
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W
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30' 15' 0' 30'
GRAPHIC SCALE 1" = 30'
30' 15' 0' 30'
GRAPHIC SCALE 1" = 30'
N
S
EW
G E O R G I A
CERTIFICATE OF AUTHORIZA
TI
ON
AXIS ENGINEERING
CONSULTANTS
PEF009117
06/30/2026
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NEER
No. PE030411
PROFESSIONAL
11/13/2025
KEY NOTES:
INSTALL OBJECT MARKER OM-3R SIGN 2' OFF FROM PIPE
INSTALL OBJECT MARKER OM-3L SIGN 2' OFF FROM PIPE
Z:\Shared\AEC\Projects\2025\25-25153 Orr Rd Lowndes Co., GA\DWG\25-25153C_A01.dwg - 11/13/2025 2:32 PM
SHEET NO.
PROJECT NO.
DATE:
DRAWN BY:
CHECK BY:
SCALE:
LEESBURG VALDOSTA WARNER ROBINS
11-13-25
REVISED PER COUNTY COMMENTS
CONSTRUCTION DETAILS
ORR ROAD RESURFACING
LOWNDES COUNTY, GEORGIA
C3.0
25-25153
11/06/2025
BJM
BMI
LOWNDES COUNTY
BOARD OF
COMMISSIONERS
NOT TO SCALE
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NEER
No. PE030411
PROFESSIONAL
11/13/2025
G E O R G I A
CERTIFICATE OF AUTHORIZA
TI
ON
AXIS ENGINEERING
CONSULTANTS
PEF009117
06/30/2026
W1-2L CURVE SIGN DETAIL
NOT TO SCALE
30"
30"
0.75"
1.875"
0.5"
9.062"
.8
8.823"
6.
2.337"
1.103" 9.792"
4.453"
5.647" 6.75"
65°
W1-2R CURVE SIGN DETAIL
NOT TO SCALE
30"
30"
0.75"
1.875"
0.5"
9.062"
8.823"
9.792"
11.875"
6.75"
5.647" 6.75"
2.337"65°
1.103"
4.453"
W16-1P SHARE THE ROAD SIGN DETAIL
NOT TO SCALE
1.5"
3.5"
4"
4"
4"
4"
4"
3.5"
0.38"
0.63"
24"
30"
M1-8 BICYCLE ROUTE SIGN DETAIL
NOT TO SCALE
17.72" 0.98"
0.98"
1.77"
4.92"
3.93"
5.12"
0.98"
1.57"
2.32" 2.32"
11.81"
0.98"
R2-1 SPEED LIMIT SIGN DETAIL
NOT TO SCALE
0.5" 0.75" 1.875"
4.5"
5"
2.5"
5"
2.5"
12"
4.5"
30"
36"
9.151" 9.151"
11.754" 11.754"
M3-4 & M3-2 WEST & EAST SIGN DETAIL
NOT TO SCALE
6"
8"
4"10.474" 10.474"
1.5".375" .625" .5"
36"
10"18"
4"
4"
.375" .625"
36"
10.474" 10.474"
6"
8"
4"
1.5" .5"
4"
4"
10"18"
W3-1 STOP AHEAD SIGN DETAIL
NOT TO SCALE
30"
30"
0.75"
11.25"
3.375" 0.5"
2.875"
12.875" 7.875"
3.262" 3.262"
1.875"
45°
7.875"
0.5"
S3-1 SCHOOL BUS STOP AHEAD SIGN DETAIL
NOT TO SCALE
20.5"
8"48"
48"
8.
5"
10.5"
2.
5"
.6
12"12"
0.5" 6"
1"
0.75" 1.25"
3"
1"
8"
R1-1 STOP SIGN DETAIL
NOT TO SCALE
36"
36"
6"
15" 15"
.8
OM-3L/R TYPE III OBJECT MARKER SIGN DETAIL
NOT TO SCALE
4.385"
1.033"
18"
3.803"
4.386"
4.385"
4.385"
1.040"
6"
45°
1.5" 1.601"
1"
M5-1 ADVANCED TURN ARROW AUXILIARY DETAIL
NOT TO SCALE
.375" .625" 1.5"
.875"
.5"
30"
3.375"
10.125" 8.375"
1.5"
30"
.5"
21"
10.188"
14.875" 10"
21"
W1-7 TWO DIRECTION LARGE ARROW SIGN DETAIL
NOT TO SCALE
10.375" 10.375"
24"
.3
" .625"
1.5
3.
W4-4P CROSS TRAFFIC DOES NOT STOP SIGN DETAIL
NOT TO SCALE
18"
4"
3.5"
3"
3.5"
4"
0.375" 0.5"
36"
12.079" 2.5" 0.203"
14.782"
9.524" 9.209" 2.5" 2.5"3.309" 3.624"
1.5"
M6-1 DIRECTIONAL ARROW AUXILIARY DETAIL
NOT TO SCALE
30"
1.5".625".375"
30"
10.25" 10.75"
.5" 1.5"
10.5"
10.5"
10"21" 21"
Z:\Shared\AEC\Projects\2025\25-25153 Orr Rd Lowndes Co., GA\DWG\25-25153C_A01.dwg - 11/13/2025 2:32 PM
SHEET NO.
PROJECT NO.
DATE:
DRAWN BY:
CHECK BY:
SCALE:
LEESBURG VALDOSTA WARNER ROBINS
11-13-25
REVISED PER COUNTY COMMENTS
CONSTRUCTION DETAILS
ORR ROAD RESURFACING
LOWNDES COUNTY, GEORGIA
C3.1
25-25153
11/06/2025
BJM
BMI
LOWNDES COUNTY
BOARD OF
COMMISSIONERS
NOT TO SCALE
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NEER
No. PE030411
PROFESSIONAL
11/13/2025
G E O R G I A
CERTIFICATE OF AUTHORIZA
TI
ON
AXIS ENGINEERING
CONSULTANTS
PEF009117
06/30/2026
PIPE CULVERT CONCRETE HEADWALL DETAIL - GDOT 1001B
NOT TO SCALE
| Sheets and Views |
| C1.0 PROJECT COVER |
| C1.1 GENERAL NOTES |
| C2.0 ROADWAY RESURFACING PLAN |
| C2.1 ROADWAY RESURFACING PLAN |
| C2.2 ROADWAY RESURFACING PLAN |
| C2.3 ROADWAY RESURFACING PLAN |
| C2.4 ROADWAY RESURFACING PLAN |
| C3.0 CONSTRUCTION DETAILS |
| C3.1 CONSTRUCTION DETAILS |
File details come from the government source that posted it. Updated .