Rev_7 ISSUE FOR BID Phase II 7_21_2026.pdf
PDF 45 MB Posted
- Solicitation number
- PE-76500-NONST-2027-000000024
- Issued by
- Brantley County, Georgia
About this file
This is a construction plan and specification document for the Curtis Parkway Phase II project in Gordon County, Georgia, administered by the City of Calhoun. The project involves roadway improvements totaling 0.223 miles of net project length, including the construction of a roundabout at the Curtis Parkway and Dews Pond Road intersection, extended queuing lanes on Curtis Parkway, and associated drainage and utility work. The project encompasses Curtis Parkway improvements from Station 123+50 to Station 137+00 and Dews Pond Road improvements from Station 198+00 to Station 213+00. Design speed is 35 mph with projected 2045 traffic of 12,600 average daily traffic (ADT). Key project components include approximately 4,961 linear feet of concrete curb and gutter, 17,150 square yards of sodding, multiple drainage structures including storm drain pipes ranging from 18 to 54 inches, pavement markings, signs, and site improvements. The project requires erosion control measures, temporary and permanent grassing, construction exits, inlet sediment traps, and water quality monitoring. General notes specify contractor responsibilities for driveway reconstruction, existing drainage structure maintenance, debris disposal at approved sites, staging plan submission, and permit acquisition including Notice of Intent requirements.
Pricing and cost allocation details are not explicitly stated in this planning document, though the summary of quantities provides material specifications and unit costs for individual bid items. The project is 100% located in Gordon County and the City of Calhoun within District 14, classified as a 7U-Local (Urban) functional class roadway. Funding sources and total project cost are not identified in this document. The plans were completed July 10, 2026, with revision dates through July 21, 2026. The document includes comprehensive construction details, utility coordination requirements with Georgia Power, North Georgia EMC, AT&T, Comcast, Atlanta Gas Light, and City of Calhoun services, and references to Georgia Standard Specifications and American Vertical Datum (NAVD 1983/94) for coordinate systems. All bid items and construction specifications conform to Georgia Department of Transportation standards and current editions of applicable technical manuals.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| REV _ 12 ISSUE FOR BID Phase I 7_021_2026.pdf | ||
| Curtis Parkway Phases I _ II Bid Package .pdf |
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Text version
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C U
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696.53 697.19
697.43
696.26 697.13
695.38
702.86
703.11
702.39
700.32
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704.78
703.45
711.53
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695.32
701.02
700.65
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700.41
702.25
703.02
702.37
703.10
714.47
714.44
714.54
717.35
715.95
716.89
716.66
717.89
712.05
712.22
712.73
714.66
713.00
713.62
708.12
708.06
705.27
704.02
702.69 703.04
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707.94
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JAMES R. STRICKLAND &
N/F
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P.B. 44, P. 228
D.B. 2163, P. 78
CHARLIN DAVIS HASTY
N/F
TAX PARCEL C52-040
D.B. 1245, P. 482
PAULINE O. DAVIS
N/F
TAX PARCEL C52-042
D.B. 512, P. 294
REED DAVIS
N/F
TAX PARCEL C52-041
D.B. 2598, P. 21
CITY OF CALHOUN
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TAX PARCEL C66-015A
D.B. 2566, P. 31
GROUP, LLC
COREVISION INVESTMENT
N/F
TAX PARCEL C66-015
D.B. 2566, P. 31
GROUP, LLC
COREVISION INVESTMENT
N/F
TAX PARCEL C66-431
D.B. 2362, P. 340
KASS INVESTMENTS, LLC
N/F
703.59
TAX PARCEL C66-013A
P.B. 47, P. 123
D.B. 1444, P. 274
SMITH, & KENNY R. FUQUEA
ANTHONY SMITH, H. CARTER
KEVIN SMITH, HEATH SMITH,
N/F
TAX PARCEL C66-013
D.B. 1738, P. 476
LARRY JONES
CHERYL JONES &
N/F
TAX PARCEL C66-432
D.B. 2598, P. 285
ELIZABETH E. BLANKENSHIP
N/F
045ATAX PARCEL C66-
9TAX PARCEL C66-01
TAX PARCEL C66-018
P.B. 4, P. 164
D.B. 1417, P. 164
GORDON INVESTORS, LLC
N/F
TAX PARCEL C67-006
D.B. 717, P. 20
JAMES EDDIE TURNER
N/F
TAX PARCEL C67-035
D.B. 717, P. 20
EDDIE TURNER
N/F
TAX PARCEL C66-122
D.B. 428, P. 400
MYRON COLLIER
N/F
TAX PARCEL C66-016
P.B. 13, P. 267
D.B. 1488, P. 70
TERESA GAIL TURNER
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HAMILTON MEDICAL CENTER, INC.
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N/F
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119 120
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DE81
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DE71
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696.00 phone boxphone box signalized intersection
EXISTING
CONCRETE
EXISTING
GRAVEL
EXISTING
HOUSE
TO REMAIN
PROPOSED BLDG.
5,700 S.F.
F.F.EL.=704.75
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,1
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DETENTION
POND -A
100-YR
W.S.EL.=696.40
25' BUILDING SETBACK
DEWS POND ROAD (80' R/W)
15' LANDSCAPE BUFFER
C U
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18"
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18"
18"
30"
18"
30"30"
18"
18"
18"
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18"
18"
42"
42"
18"
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18"
18"
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18"
18" 18"18"
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18"
C U
R T
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C U
R T
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W A
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DEWS POND ROAD
DEWS P
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OAD
DEWS POND ROAD
D A
V
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V E
DOGWOOD DRIVE NORTH
C U
R T
R K
W A
Y
N89°51'37.9"E
N7 0°
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7.
3"
E
S79°32'28.8"E
N88°52'00.4"E
0 2
.0
OPTION "B"
N
W
N
W
N
W
N
E
N '0
.9
E
1+0
3+0
PROJECT
MILES
PLANS COMPLETED 07-10-2026
REVISIONS
0.2230
0.2230
PLAN AND PROFILE OF PROPOSED
NET LENGTH OF EXCEPTIONS
GROSS LENGTH OF PROJECT
NET LENGTH OF ROADWAY
NET LENGTH OF BRIDGES
NET LENGTH OF PROJECT
0.2230
LENGTH OF PROJECT
8,800 (2022)TRAFFIC A.D.T.:
12,600 (2045)TRAFFIC A.D.T.:
1,200TRAFFIC D.H.V.:
0.54DIRECTIONAL DIST:
SPEED DESIGN:
2%24 HR.TRUCKS %:
2%% TRUCKS:
DESIGN DATA:
GORDON
COUNTY No.129
BIND THE CITY OF CALHOUN IN ANY WAY.
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
LOCATION & DESIGN
7U-LOCAL(URBAN)
FUNCTIONAL CLASS:
DISTRICT NO. 14.
COUNTY AND IS 100% IN CONG.
THIS PROJECT IS 100% IN GORDON
OF 1988.
AMERICAN VERTICAL DATUM (NAVD)
1983)/94 WEST ZONE, AND THE NORTH
COORDINATE SYSTEM OF 1984 (NAD
USING THE HORIZONTAL GEORGIA
THIS PROJECT HAS BEEN PREPARED
Project No.
gordon county, georgia city of calhoun
01-0001
LOCATION SKETCH
35 MPH
CURTIS PARKWAY - PHASE II
STA 123+50
BEGIN PROJECT
STA 137+00
CURTIS PARKWAY - PHASE II
END PROJECT
STA 198+00
DEWS POND ROAD
BEGIN PROJECT
STA 213+00
DEWS POND ROAD
END PROJECT
STA 11+04.09
DAVIS DRIVE
STA 200+42.52
DEWS POND ROAD
119+00
120+00
121+00
122+00
123+00
124+00
125+00
126+00
127+00
128+00
129+00
130+00
131+00
132+00
133+00
134+00
135+00
136+00
137+00
138+00
139+00
140+00
141+00
R R
NEW
ECHOTA
Adairsville
136C
53Sp
Calhoun R
GORDON
HusseyJ
7/21/2026 GPLOT-ORD
gplotborder-ORD-PO.tbl
_01.dgn
CONCOV
DRAWING No.
Snapshot
Snapshot
DRAWING NO. DESCRIPTION DESCRIPTIONDRAWING NO.
T-15A RAISED PAVEMENT MARKER LOCATION NON-LIMITED ACCESS ROADWAY40-0024
T-14 DETAIL OF PAVEMENT MARKING HATCHING40-0023
T-13C DETAILS OF PAVEMENT MARKING WORDS (SHEET 3 OF 3)40-0022
T-13B DETAILS OF PAVEMENT MARKING WORDS (SHEET 2 OF 3)40-0021
T-13A DETAILS OF PAVEMENT MARKING WORDS (SHEET 1 OF 3)40-0020
T-12B PAVEMENT MARKINGS - ARROWS40-0019
T-12A DETAILS OF PAVEMENT MARKING ARROW LOCATION40-0018
T-11A PAVEMENT MARKING PLACEMENT NON-LIMITED ACCESS ROADWAY40-0017
T-5C DETAILS OF WARNING SIGNS40-0016
T-5B DETAILS OF REGULATORY SIGNS SHEET 2 OF 240-0015
T-5A DETAILS OF REGULATORY SIGNS SHEET 1 0F 240-0014
T-4 DETAILS OF CARDINAL DIRECTION SIGNS40-0013
T-3B DETAILS OF SQUARE TUBE POST (BREAKAWAY SIGN SUPPORT)40-0012
T-3A TYPE 7, 8, AND 9 SQUARE TUBE POST INSTALLATION DETAIL40-0011
T-2 DETAILS FOR TYPICAL FRAMING40-0010
T-1 DETAILS OF SIGN PLATES40-0009
S-7 SERRATED SLOPE DETAIL BENCHING DETAIL40-0008
S-4 SHOULDER PAVING AND SURFACING AT GUARDRAIL40-0007
P-7 PAVEMENT EDGE TREATMENT ASPHALT AND CONCRETE PAVEMENT40-0006
D-7 BERM DITCHES SIDE DITCHES SURFACE DITCHES40-0005
D-4 DITCH DROP INLET WITH FABRICATED SAFETY GRATE AND WEIR OPENINGS40-0004
A-4 DETACTABLE WARNING SURFACE TRUNCATED DOME SIZE, SPACING AND ALIGNMENT REQUIREMENTS40-0003
A-3 CONCRETE SIDEWALK DETAILS, CURB CUT (WHEEL CHAIR) RAMPS40-0002
A-1 DRIVEWAYS WITH TAPERED ENTRANCES CONCRETE VALLEY GUTTERS40-0001
GEORGIA DETAILS
SIGNING AND MARKING PLANS 26-0001 TO 26-0004
UTILITY PLANS 24-0001 TO 24-0004
CROSS SECTIONS 23-0001 TO 23-0014
DRAINAGE PROFILE 22-0001 TO 22-0005
DRAINAGE AREA MAP 21-0001 TO 21-0004
MAINLINE PROFILE 15-0001 TO 15-004
CONSTRUCTION PLAN 13-0001 TO 13-0004
CONSTRUCTION LAYOUT / STAKEOUT 11-0001
SUMMARY OF QUANTITIES 06-0001 TO 06-0004
TYPICAL SECTIONS 05-0001 TO 05-0003
GENERAL NOTES 04-0001 TO 04-0003
REVISION SUMMARY 03-0001
INDEX 02-0001 TO 02-0002
COVER 01-0001
INDEX
WATERSHED MAP/SITE MONITORING LOCATION55-0001
BMP LOCATION DETAILS54-0001 TO 54-0012
EROSION CONTROL DRAINAGE AREA MAP53-0001
EROSION CONTROL LEGEND AND INFORM CODE SHEET52-0001 - 52-0007
ESPCP GENERAL NOTES51-0001 TO 51-0004
EROSION CONTROL COVER SHEET50-0001
EROSION CONTROL
9102 TRAFFIC CONTROL DETAIL FOR LANE CLOSURE OF TWO-LANE HIGHWAY41-0025
9100 TRAFFIC CONTROL GENERAL NOTES, STANDARD LEGEND, MISCELLANEOUS DETAILS41-0024
9033 MILEPOSTS41-0023
9032B CONCRETE CURB & GUTTER, CONCRETE CURBS, CONCRETE MEDIANS41-0022
9031U PRECAST OR BUILT-IN-PLACE JUNCTION BOXES PIPE COLLARS, PIPE ELBOW & PIPE CURVED ALIGNMENT41-0021
9031S MEDIAN DROP INLET (PRECAST OR BUILT-IN-PLACE)41-0020
9030C DELINEATORS & MARKERS AND ALTERNATE POSTS41-0019
9003 FEDERAL AID AND STATE RIGHT OF WAY MARKERS41-0018
4386 GUARDRAIL LOCATIONS AT MEDIANS AND TURNOUTS 31 INCH GUARDRAIL HEIGHTS41-0017
4384 GUARDRAIL TERMINALS, TYPE 12A, 12B AND 12C 31 INCH GUARDRAIL HEIGHT41-0016
4383 GUARDRAIL ANCHORAGE TYPE I 31 INCH GUARDRAIL HEIGHT41-0015
4381 POST AND OFFSET BLOCKS FOR "W" AND "T' BEAM GUARDRAIL 31 INCH GUARDRAIL HEIGHT41-0014
4380 "W" BEAM GUARDRAIL 31 INCH GUARDRAIL HEIGHT41-0013
EMBANKMENTS)
4000W GUARDRAIL WARRANT GUIDES (LENGTHS OF ADVANCEMENT, CLEAR ZONE DISTANCES, FILL HEIGHT 41-0012
1125 STANDARD TAPERED INLET HEADWALL - OUTLET HEADWALL (BUILT IN PLACE)41-0011A
1034D PRECAST CATCH BASINS FOR USE WITH CURB (6' OR 8" HT.) AND GUTTER IN SAGS OR LOW POINTS41-0011
1034D CATCH BASINS FOR USE WITH CURB (6' OR 8" HT.) AND GUTTER IN SAGS OR LOW POINTS41-0010
1033D PRECAST CATCH BASINS FOR USE WITH (6" OR 8" HT.) AND GUTTER41-0009
1033D CATCH BASINS FOR USE WITH (6" OR 8" HT.) & GUTTER41-0008
BACKFILLING)
1030D STANDARD CONCRETE & METAL PIPE CULVERTS SHEET 3 0F 3 (TRENCH CONSTRUCTION, BEDDING, 41-0007
BACKFILLING)
1030D STANDARD CONCRETE & METAL PIPE CULVERTS SHEET 2 0F 3 (TRENCH CONSTRUCTION, BEDDING, 41-0006
BACKFILLING)
1030D STANDARD CONCRETE & METAL PIPE CULVERTS SHEET 1 0F 3 (TRENCH CONSTRUCTION, BEDDING, 41-0005
1019A STANDARD PRECAST DROP INLETS41-0004
1019A STANDARD DROP INLETS (BUILT IN PLACE)41-0003
1011A STANDARD PRECAST REINFORCED CONCRETE MANHOLE41-0002
1011A STANDARD BRICK MANHOLE41-0001A
1001-B STANDARD PIPE CULVERT CONCRETE HEADWALL41-0001
GEORGIA DETAILS
RA-2 ROUNDABOUT TYPICAL SECTION ASPHALTIC CONCRETE CIRCULATORY ROADWAY40-0027
RA-1 ROUNDABOUT LANDSCAPING DETAILS40-0026
T-15C DETAILS OF RAISED PAVEMENT MARKERS40-0025
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
11/05/2020
REVISION DATES
4/15/2026
CruzBarcenasL
GPLOT-ORD
gplotborder-ORD.tbl
_02.dgn
3:14:21 PM
GPLN-CE
0001-_02
GORDON COUNTY
INDEX
DRAWING NO. DESCRIPTION DESCRIPTIONDRAWING NO.
D-56 STONE RIPRAP & SAND BAG TEMPORARY CHECK DAMS56-0012
D-55B RIPRAP OUTLET PROTECTION (SHEET 2 0F 2)56-0011
D-55A RIPRAP OUTLET PROTECTION (SHEET 1 OF 2)56-0010
D-50 STONE FILTER BERM56-0009
D-46 STONE FILTER RING56-0008
D-43 ROCK FILTER DAM56-0007A
D-42 INLET SEDIMENT TRAPS56-0007
D-41 CONSTRUCTION EXIT56-0006
D-35 PERMANENT SOIL REINFORCING MAT56-0005
D-24D TEMPORARY SILT FENCE (SHEET 1 OF 4)56-0004
D-24C TEMPORARY SILT FENCE (SHEET 1 OF 4)56-0003
D-24B TEMPORARY SILT FENCE (SHEET 1 OF 4)56-0002
D-24A TEMPORARY SILT FENCE (SHEET 1 OF 4)56-0001
EROSION CONTROL CONSTRUCTION STANDARDS AND DETAILS
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
11/05/2020
REVISION DATES
4/15/2026
CruzBarcenasL
GPLOT-ORD
_02.dgn
3:15:23 PM
0002-_02
INDEX
DATE DRAWING NO. REVISION DATE DRAWING NO. REVISION
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
11/05/2020
REVISION DATES
5/3/2024
HusseyJ
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0001-_03
REVISION SUMMARY
UTILITY OWNER SERVICE
(SHANNON WILLIAMS) 706-604-7487
GEORGIA POWER
ELECTRIC
706-602-6129
CITY OF CALHOUN
(BRIAN TOWERS) 706-581-6167
NORTH GEORGIA EMC
(TODD BAGLEY) 706-236-3913
AT&T
(BRAD CARRICK) 706-602-6156
CALNET-TELECOMMUNICATIONS
(JODY CHILDRESS) 706-252-5045
COMCAST
470-259-5586
ATLANTA GAS LIGHT
770-548-0359
CITY OF CALHOUN
ELECTRIC
TELECOMMUNICATIONS
ELECTRIC
TELECOMMUNICATIONS
TELECOMMUNICATIONS/CABLE TV
GAS
WATER
SEWER706-602-6101
CITY OF CALHOUN
OF WAY, WHICHEVER IS GREATER, AS DIRECTED BY THE CITY'S REPRESENTATIVE.
DURING CONSTRUCTION SHALL BE RE-SODDED BACK TO THE TIE IN POINT OR REQUIRED RIGHT
11. ALL ESTABLISHED GRASSED/SODDED COMMERCIAL OR RESIDENTIAL YARDS THAT ARE DISTURBED
(URBAN SHOULDER) CONC VALLEY GUTTER, 8 IN.
CONCRETE - DRIVEWAY CONCRETE, 8 IN THICK
GRADED AGGREGATE BASE, 6".
220 LB/SY RECYCLED ASPHALT CONC, 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME
ASPHALT - (SURFACE COURSE FROM THE MAINLINE),
COMMERCIAL:
(URBAN SHOULDER) CONC VALLEY GUTTER, 6 IN.
CONCRETE - DRIVEWAY CONCRETE, 6 IN THICK,
GRADED AGGREGATE BASE, 6".
ASPHALT - (SURFACE COURSE FROM THE MAINLINE),
RESIDENTIAL:
DRIVES SHALL BE CONSTRUCTED USING:
PRIOR TO MAKING ANY REVISIONS TO LOCATION, WIDTH, AND/OR NUMBER OF DRIVES TO BE CONSTRUCTED.
TIE IN POINT, IF APPLICABLE. THE CONTRACTOR SHALL OBTAIN THE APPROVAL FROM THE ENGINEER
CONTRACTOR SHALL CONSTRUCT DRIVEWAYS TO MATCH THE LOCATION OF EXISTING DRIVEWAYS AT THE
IN THE PLANS. EXISTING DRIVEWAY LOCATIONS ARE SHOWN FROM THE BEST AVAILABLE DATA; THE
OTHERWISE IN THE PLANS. COMMERCIAL DRIVES SHALL BE 24 FEET WIDE UNLESS NOTED OTHERWISE
GRAVEL DRIVES. RESIDENTIAL DRIVES SHALL BE 14 FEET WIDE AT THE THROAT UNLESS NOTED
REPLACED AS FOLLOWS: ASPHALT FOR ASPHALT, CONCRETE FOR CONCRETE AND ASPHALT FOR EARTH /
PAVED WITH CONCRETE UNLESS OTHERWISE NOTED IN THE PLANS. ALL OTHER DRIVEWAYS SHALL BE
REQUIRED RIGHT OF WAY, WHICHEVER IS GREATER. ALL DRIVEWAYS OVER 11% IN GRADE SHALL BE
10. ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED WILL BE PAVED BACK TO THE TIE IN POINT OR
INFORMATION.
SEE SECTION 201 OF THE STANDARD SPECIFICATION AND SUPPLEMENTS THERETO FOR ADDITIONAL
SOLID WASTE FACILITY, A PERMITTED INERT WASTE LANDFILL, OR IN AN ENGINEERED FILL.
DISPOSED OUTSIDE THE PROJECT RIGHT OF WAY SHALL BE PLACED IN EITHER A PERMITTED
TO CONSTRUCTION ACTIVITIES OCCURRING IN THEM. ALL COMMON FILL OR EXCESS MATERIAL
1. ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE ENVIRONMENTALLY APPROVED PRIOR
BID FOR THE PROJECT.
9. THE COST FOR SHEETING OR SHORING, IF REQUIRED, WILL BE INCLUDED IN THE OVERALL
SAW CUTTING TO BE INCLUDED IN THE BID SUBMITTED.
8. SAW CUTTING MAY BE REQUIRED IN ORDER TO ACHIEVE A NEAT LINE AND COST OF
BE FILLED WITH FLOWABLE FILL.
AND GRUBBING. EXISTING PIPE THAT REMAINS IN PLACE UNDER THE ROADWAY SHOULD
ENGINEER. REMOVAL OF PIPE SHALL BE INCLUDED IN THE PRICE BID FOR CLEARING
SHALL BE REMOVED UNLESS OTHERWISE NOTED ON PLANS OR DIRECTED BY THE
7. ALL EXISTING DRAINAGE STRUCTURES INCLUDING HEADWALLS NO LONGER IN USE
COST TO THE OWNER.
DRAINAGE STRUCTURE AS A RESULT OF THE PROJECT WILL BE CLEANED OUT AT NO ADDITIONAL
THROUGHOUT THE DURATION OF THE PROJECT. ANY DEBRIS THAT GOES INTO AN EXISTING
6. ALL EXISTING DRAINAGE STRUCTURES WITHIN THE LIMITS OF THE PROJECT SHALL BE MAINTAINED
WILL NEED TO BE SUBMITTED AND APPROVED BY THE CITY AND ENGINEER OF RECORD.
AS PART OF THE CONTRACT AWARD. ONCE PROJECT HAS BEEN AWARDED, FORMAL STAGING PLANS
OWNER'S REVIEW AND ACCEPTANCE OF THE PROPOSED STAGING WILL BE WEIGHED AND CONSIDERED
(INCLUDING SHORT DURATION DETOURS) AS NEEDED THROUGHOUT THE CONSTRUCTION PROCESS.
5. A STAGING NARRATIVE SHALL BE SUBMITTED BY THE CONTRACTOR AS PART OF THE BID PACKAGE
FOR THIS PROJECT PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS REQUIRED
3. AN N.O.I. IS REQUIRED FOR THIS PROJECT.
ADDITIONAL COST TO THE DEPARTMENT.
IN GA. SPECIFICATION 201 TO DISPOSE OF EXISTING BRIDGE/CONSTRUCTION DEBRIS AT NO
PROJECT'S LIMITS. THE CONTRACTOR SHALL PROVIDE AN ENVIRONMENTALLY APPROVED SITE AS SHOWN
2. THERE IS NO KNOWN SUITABLE PLACE TO BURY EXISTING BRIDGE/CONSTRUCTION DEBRIS WITHIN THE
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
11/05/2020
REVISION DATES
7/21/2026
HusseyJ
GPLOT-ORD
gplotborder-ORD-PO.tbl
_04.dgn
1:30:17 PM
0001-_04
GENERAL NOTES
IN THE CENTER OF THE SIGN AND FLUSH WITH THE BACK OF THE SIGN.
½ INCH x (WIDTH OF SIGN) ALUMINUM OR GALVANIZED STEEL STRAP LOCATED
6. EACH 42 OR 48 INCH WIDE x 18 OR 24 INCH HIGH SIGN REQUIRES ONE 2 INCH x
INCH DIAMETER, DRILLED OR PUNCHED, AS SHOWN ON THE SIGN PLATE DETAILS.
WIDTH FROM THE EDGE OF THE SIGN. SIGN PLATE BOLT HOLES SHALL BE ⅜
THE SIGN. THE CENTERLINE OF EACH POST SHALL BE INSET 1/6TH OF THE SIGN
WITH THE BACK OF THE SIGN WITH ONE EACH ACROSS THE TOP AND BOTTOM OF
SIGN) ALUMINUM OR GALVANIZED STEEL STRAPS. THE STRAPS SHALL BE FLUSH
SHALL BE MOUNTED ON TWO POSTS WITH 2 EACH 2 INCH x ½ INCH x (WIDTH OF
5. SINGLE PLATE, HORIZONTAL RECTANGULAR SIGNS OVER 48 INCHES IN WIDTH
UNSTIPULATED DISTANCE BEHIND GUARDRAIL.
4c. WHEN GUARDRAIL IS PRESENT OR BEING PROPOSED, SIGNS SHALL BE POSTED AN
BE AT LEAST 2 FEET FROM THE CURB FACE TO THE NEARER EDGE OF THE SIGN(S).
GREATER. THE HORIZONTAL CLEARANCE IN NON-MOUNTABLE CURB SECTIONS SHALL
NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF THE SIGN(S), WHICHEVER IS
SHALL BE 6 FEET FROM THE EDGE OF THE PAVED SHOULDER OR 12 FEET FROM THE
4b. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON ALL OTHER ROADWAYS
NORMAL EDGE OF PAVED SHOULDER, OR EDGE OF GRADED SHOULDER WHEN PRESENT.
CLEARANCE FOR STANDARD HIGHWAY SIGNS ON RAMPS SHALL BE 2 FEET FROM THE
THE SIGN(S), UNLESS SPECIFIED OTHERWISE IN THE PLANS. HORIZONTAL
SHALL BE 32 FEET FROM THE NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF
4a. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON INTERSTATE HIGHWAYS
OF 7 FEET ABOVE THE SIDEWALK.
SIDEWALK IS PROPOSED OR EXISTING, THE SIGNS SHALL BE ERECTED AT A HEIGHT
THE NORMAL EDGE OF PAVEMENT TO THE BOTTOM OF THE SIGN OR ASSEMBLY. IF
3. ALL STANDARD HIGHWAY SIGNS SHALL BE ERECTED AT A HEIGHT OF 7 FEET ABOVE
OPERATIONS.
PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE OFFICE OF TRAFFIC
EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR OR BY THE
SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT
FIELD CONDITIONS WHERE NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS
2. SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET
SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS.
TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND THE GEORGIA SPECIFICATIONS,
ACCORDANCE WITH THE DETAILS SHOWN IN THE PLANS, THE MANUAL ON UNIFORM
1. ALL STANDARD HIGHWAY SIGNS SHALL BE FABRICATED AND ERECTED IN
OR ARE CONTRARY TO THESE SIGN PLANS.
ENGINEER, BE REQUIRED TO REMOVE ANY EXISTING SIGNS THAT ARE DUPLICATED
17. THE CONTRACTOR WILL, AS REQUESTED BY THE DISTRICT TRAFFIC OPERATIONS
BE SHOWN ON ALL R552-1 (LIMITED ACCESS) SIGNS IN THIS PROJECT, IF ANY.
16. REFER TO PLAN SHEETS FOR LOCATION OF THE DISTRICT ENGINEERS OFFICE TO
MISCELLANEOUS SIGNS.
15. FOR DETAILS OF SPECIAL DESIGN HIGHWAY SIGNS, SEE DETAILS OF
UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, FOR DETAILS.
OR SPUR SHALL USE 4 INCH SERIES "D" LETTERS. REFER TO THE MANUAL ON
14. ALL INTERSTATE, U.S., AND GEORGIA SHIELDS REQUIRING ALT, BUS, CONN, LOOP,
PUNCHED, SHALL BE REQUIRED TO PROPERLY MOUNT THE ASSEMBLY.
ON THE POST(S), ADDITIONAL⅜INCH DIAMETER HOLE(S), DRILLED OR
13. WHERE SIGNS WITHIN AN ASSEMBLY EXTEND BELOW THE STANDARD MOUNTING HOLES
WITHIN AN ASSEMBLY.
12. A ½ INCH MINIMUM AIR SPACE SHALL BE REQUIRED BETWEEN ALL SIGN PLATES
SIGNING SHALL HAVE TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING.
PORTION OF THE S5-1) SIGNS. ALL REGULATORY SIGNS WITHIN THE SCHOOL ZONE
SHALL BE USED FOR SCHOOL ZONE (S1-1, S2-1, S3-1, S4-3, AND THE TOP
11. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW GREEN REFLECTIVE SHEETING
BE USED FOR ALL WARNING SIGNS.
10. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW REFLECTIVE SHEETING SHALL
RED SERIES SIGNS (R1-1, R1-2, R1-3P, R5-1, R5-1A, R5-1B).
9. TYPE 11 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL
OR CLASS 2 ADHESIVE BACKING IS PERMISSIBLE.
AS SPECIFIED BELOW OR SPECIFIED OTHERWISE IN THE PLANS. EITHER CLASS 1
ALL STANDARD HIGHWAY SIGNS REQUIRING REFLECTORIZED BACKGROUNDS EXCEPT
8. TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR
TYPICAL FRAMING DETAILS.
FRAMES. FOR DETAILS AND STRAP SPECIFICATIONS REFER TO SIGN ASSEMBLY-
7. SIGN ASSEMBLIES SHALL BE MOUNTED ON ALUMINUM OR GALVANIZED STEEL STRAP
GENERAL NOTES - STANDARD SIGNS
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
11/05/2020
REVISION DATES
5/3/2024
HusseyJ
GPLOT-ORD
10:06:57 AM
0002-_04
BOTTOM OF THE SIGN.
ABOVE THE GROUNDLINE AND MAXIMUM HEIGHT OF 10 FEET ABOVE THE NORMAL EDGE OF PAVEMENT TO THE
13. SPECIAL ROADSIDE SIGNS ERECTED ON STEEP CUT SLOPES SHALL HAVE A MINIMUM CLEARANCE OF 1 FOOT
PAVEMENT TO THE NEAR EDGE OF THE SIGN UNLESS SPECIFIED OTHERWISE IN THE PLANS.
12. HORIZONTAL CLEARANCE FOR SPECIAL ROADSIDE SIGNS SHALL BE 32 FEET FROM THE NORMAL EDGE OF
BY THE PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE DISTRICT OFFICE OF TRAFFIC OPERATIONS.
CONTROL DEVICES, CURRENT EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR OR
NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC
11. SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET FIELD CONDITIONS WHERE
10. FOR DETAILS OF SPECIAL ROADSIDE SIGNS SEE DETAILS OF SPECIAL ROADSIDE SIGNS.
REFER TO GEORGIA STANDARDS 9041 AND 9042.
9. FOR ASSEMBLY DETAILS AND ASSEMBLY COMPONENTS DETAILS ON ALUMINUM BOLTED EXTRUDED PANELS, RECOMMENDED BY THE MANUFACTURER, BUT SHALL CONFORM TO INTERSTATE SIGNING REQUIREMENTS.
8. SPACING BETWEEN LETTERS OR OTHER CHARACTERS THAT IS NOT SHOWN IN THE PLANS MAY BE
7. LEGENDS FOR OVERHEAD HIGHWAY SIGNS SHALL BE APPLIED TO SIGN VIA SILK SCREEN OR DIRECT APPLY
TRAFFIC CONTROL DEVICES, CURRENT EDITION.
6. FOR DETAILS OF U.S. AND INTERSTATE SHIELDS AND ARROWS, REFER TO THE MANUAL ON UNIFORM
SHALL BE PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION.
(VERY HIGH INTENSITY), REFLECTIVE SHEETING BACKGROUNDS WITH NO BORDERS. INTERSTATE SHIELDS
GEORGIA SHIELD LEGENDS SHALL BE BLACK NUMERALS AND LETTERS SILK SCREENED ON WHITE, TYPE 9
5. SHIELDS SHALL BE 0.08 INCH ALUMINUM OF THE SIZE AND SHAPE SPECIFIED IN THE PLANS. U.S. AND
SHEETING LETTERS, NUMERALS, SYMBOLS, AND BORDERS ON 0.032 INCH ALUMINUM CUTOUTS.
4. LEGENDS FOR SPECIAL ROADSIDE SIGNS SHALL BE WHITE, TYPE II (VERY HIGH INTENSITY), REFLECTIVE
(VERY HIGH INTENSITY), REFLECTIVE SHEETING, UNLESS SPECIFIED OTHERWISE IN THE PLANS.
3. BACKGROUND FOR SPECIAL ROADSIDE SIGNS SHALL BE STANDARD INTERSTATE GREEN, TYPE 9
2. SPECIAL ROADSIDE SIGNS SHALL BE FABRICATED USING ALUMINUM BOLTED EXTRUDED PANELS.
GEORGIA STANDARD SPECIFICATIONS AND/OR SPECIAL PROVISIONS.
TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND ALL SUPPLEMENTS THERETO, AS WELL AS TO THE
1. SPECIAL ROADSIDE SIGNS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM
THESE POSTS IN ANY WAY WITHOUT APPROVAL FROM THE DISTRICT OFFICE OF TRAFFIC OPERATIONS.
20. BREAK-AWAY POSTS MARKED WITH AN (*) ARE SPECIAL DESIGN. THE CONTRACTOR SHALL NOT CHANGE
THE COST FOR THIS WORK SHALL BE INCLUDED IN THE OVERALL PRICE BID FOR THE PROJECT.
DISTANCE SHALL BE IN ACCORDANCE WITH SECTION 201 OF THE GEORGIA STANDARD SPECIFICATIONS.
A MINIMUM SIGHT DISTANCE OF 1000 FEET. CLEARING OF OBSTACLES TO OBTAIN THE MINIMUM SIGHT
19. THE CONTRACTOR SHALL ENSURE THAT ALL SPECIAL ROADSIDE SIGNS INSTALLED BY THIS PROJECT HAVE
GUARD RAIL.
18. THE NEAR EDGE OF SIGNS ERECTED BEHIND GUARD RAIL SHALL BE 6 FEET BEHIND THE FACE OF THE
ON GEORGIA STANDARD 9054A.
OF FURNISHING AND PLACING REINFORCEMENT STEEL AND STUB POSTS AS SHOWN IN THE FOOTING DETAILS
17. FOR BREAK-AWAY POSTS THE CONTRACT BID PRICE FOR CLASS "A" CONCRETE SHALL INCLUDE THE COST
COMPLETION OF GALVANIZING.
16. GALVANIZED STEEL I-BEAMS SHALL HAVE ALL IDENTIFICATION NUMBERS RE-ESTABLISHED AFTER
9054B, AND 9054C.
DETAILS FOR SPECIAL ROADSIDE SIGNS WITH BREAK-AWAY POSTS, REFER TO GEORGIA STANDARDS 9054A, ACCORDING TO GEORGIA STANDARDS PRIOR TO ORDERING MATERIALS. FOR ERECTION AND FOUNDATION
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE CORRECT LENGTHS AND SIZES
15. POST LENGTHS, POST SIZES, AND FOOTING SIZES FOR SPECIAL ROADSIDE SIGNS ARE ESTIMATED, ONLY.
MAINTAINED.
AND MAINLINE PAVED SHOULDERS TO THE RIGHT AND LEFT EDGES OF THE SIGN, RESPECTIVELY SHALL BE
THE PHYSICAL NOSE OF THE RAMP. A MINIMUM CLEARANCE OF 2 FEET FROM THE EDGES OF THE RAMP
14. EXIT GORE SIGNS SHALL BE ERECTED WITHIN A RANGE OF 25 FEET MINIMUM TO 100 FEET MAXIMUM FROM
GENERAL NOTES - SPECIAL ROADSIDE SIGNS
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
11/05/2020
REVISION DATES
5/3/2024
HusseyJ
GPLOT-ORD
10:07:36 AM
0003-_04
GADOT
LOWNDES
GADOT
LOWNDES
G. MILL 3.5 INCHES
F. RECYCLED ASPH CONC LEVELING, INCL BITUM MATL AND H LIME
B. RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCLUDE BITUM MATL & H LIME, 220 LB/SY
A. RECYCLED ASPH CONC 12.5 MM SUPERPAVE. GP 2 ONLY. INCLUDE BITUM MATL & H LIME 165 LB/SY
MILL AND OVERLAY SECTION (EXISTING PAVEMENT):
D. GR AGGR BASE CRS, 8 INCH, INCL MATL
C. RECYCLED ASPH CONC 25 MM SUPERPAVE, GP1 OR 2, INCLUDE BITUM MATL & H LIME, 330 LB/SY
B. RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCLUDE BITUM MATL & H LIME, 220 LB/SY
A. RECYCLED ASPH CONC 12.5 MM SUPERPAVE. GP 2 ONLY. INCLUDE BITUM MATL & H LIME 165 LB/SY
MAINLINE PAVEMENT:
NOT TO SCALENOT TO SCALE
SLOPE : SEE ROADWAY PLANS FOR SUPERELEVATION RATES AND TRANSITIONS.
DATA. LOCATIONS OF NORMAL CROWN & FULL S.E. NOTED ON CONSTR CENTERLINE.
NOTE: FOR METHOD OF SUPERELEVATION SEE CONSTR PLAN & PROFILE SHEETS-CURVE
SEE PLAN SHEETS.
EXISTING GROUND.
SHOULDER MAY BE GRADED AWAY FROM ROADWAY TO FACILITATE THE SLOPE TIE TO
Profile Grade
CL
9'-0"
2%
5'-0" 1'-6"
2:1 MAX
11'-0"11'-0"
Travel Lane
2'-6"
Sidewalk
Shoulder
2:
MAX
SUPER ELEVATED SECTION
SLOPE = RATE OF S.E.
Existing Lane
11'-0"
Widening
11'-0"
Travel Lane
SEE PLANS
Paved Shoulder
Remove Existing
2'-6"
Profile Grade
CL
2% 2%
9'-0"
2%
5'-0" 1'-6"
2:1 MAX
2:
MAX
11'-0"11'-0"
Travel Lane Travel Lane
2'-6"
Sidewalk
Shoulder
TANGENT SECTION
Existing Lane
11'-0"
11'-0"
Widening
Existing Lane
Paved Shoulder
Remove Existing Paved Shoulder
Remove Existing
2'-6"
2%
5'-0"
2'-6"
6"
Shoulder
2:
MAX
2:1 MAX
2'-6"
2%
5'-0"
2'-6"
Shoulder
2:
MAX
2:1 MAX
2'-6"
6"
5/3/2024
HusseyJ
GPLOT-ORD
_05-0001.dgn
10:04:06 AM
Paved Shoulder
Remove Existing
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
11/05/2020
REVISION DATES
5/3/2024
HusseyJ
GPLOT-ORD
_05-0001.dgn
10:04:06 AM
0001-_05
TYPICAL SECTIONS
B
F
G
A
B
C
D
A
B
F
G
A
B
G. MILL 3.5 INCHES
F. RECYCLED ASPH CONC LEVELING, INCL BITUM MATL AND H LIME
B. RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCLUDE BITUM MATL & H LIME, 220 LB/SY
A. RECYCLED ASPH CONC 12.5 MM SUPERPAVE. GP 2 ONLY. INCLUDE BITUM MATL & H LIME 165 LB/SY
MILL AND OVERLAY SECTION (EXISTING PAVEMENT):
D. GR AGGR BASE CRS, 8 INCH, INCL MATL
C. RECYCLED ASPH CONC 25 MM SUPERPAVE, GP1 OR 2, INCLUDE BITUM MATL & H LIME, 330 LB/SY
B. RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCLUDE BITUM MATL & H LIME, 220 LB/SY
A. RECYCLED ASPH CONC 12.5 MM SUPERPAVE. GP 2 ONLY. INCLUDE BITUM MATL & H LIME 165 LB/SY
MAINLINE PAVEMENT:
GADOT
LOWNDES
GADOT
LOWNDES
NOT TO SCALENOT TO SCALE
SLOPE : SEE ROADWAY PLANS FOR SUPERELEVATION RATES AND TRANSITIONS.
DATA. LOCATIONS OF NORMAL CROWN & FULL S.E. NOTED ON CONSTR CENTERLINE.
NOTE: FOR METHOD OF SUPERELEVATION SEE CONSTR PLAN & PROFILE SHEETS-CURVE
SEE PLAN SHEETS.
EXISTING GROUND.
SHOULDER MAY BE GRADED AWAY FROM ROADWAY TO FACILITATE THE SLOPE TIE TO
5/3/2024
HusseyJ
GPLOT-ORD
_05-0002.dgn
10:00:55 AM
Profile Grade
2% 2%
11'-0"
Travel Lane Travel Lane
11'-0"
TANGENT SECTION
2:
MAX
2:1 MAX
2% 2%
2:
MAX
2:1 MAX
5'-0"
2'-6"
Sidewalk
9'-0"
Shoulder
2'-6"
2'-6"
5'-0"
Shoulder
CL
1'-6"
2'-6"
Existing Lane
Profile Grade
2% 2%
11'-0"
Travel Lane Travel Lane
11'-0"
TANGENT SECTION
CL
2%
2:
MAX
2:1 MAX
5'-0"
2'-6"
Sidewalk
9'-0"
Shoulder
1'-6"
2'-6"
2:
MAX
2:1 MAX
2%
2'-6"
2'-6"
5'-0"
Shoulder
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
11/05/2020
REVISION DATES
5/3/2024
HusseyJ
GPLOT-ORD
_05-0002.dgn
10:00:56 AM
0002-_05
TYPICAL SECTIONS - DEWS POND ROAD
B
F
G
A
B
ROUNDABOUT:
GADOT
LOWNDES
5'-0"
2%
11'-6"
2:
MAX
2'-6"
Sidewalk
Shoulder
2'-6"
1'-6"
GADOT
LOWNDES
2%
11'-6"
2:
MAX
2'-6"
Shoulder
2'-6"
NOT TO SCALENOT TO SCALE
SLOPE : SEE ROADWAY PLANS FOR SUPERELEVATION RATES AND TRANSITIONS.
DATA. LOCATIONS OF NORMAL CROWN & FULL S.E. NOTED ON CONSTR CENTERLINE.
NOTE: FOR METHOD OF SUPERELEVATION SEE CONSTR PLAN & PROFILE SHEETS-CURVE
SEE PLAN SHEETS.
EXISTING GROUND.
SHOULDER MAY BE GRADED AWAY FROM ROADWAY TO FACILITATE THE SLOPE TIE TO
5/29/2024
HusseyJ
GPLOT-ORD
_05-0003.dgn
2:13:34 PM
J MONOLITHIC INTEGRAL CONCRETE MEDIAN, 6 INCH THICK, TP 7 CURB FACE
I CONCRETE SIDEWALK, 4"
H CONCRETE CURB & GUTTER, 6 INCH X 30 INCH, TYPE 2 - (GA STD 9032-B)
G CONCRETE HEADER CURB, 4 INCH, TYPE 9, (TRUCK APRON, GA STD 9032-B)
F CONRETE HEADER CURB, 6 INCH, TYPE 7, (TRUCK APRON, GA STD 9032-B)
E PLAN PC CONC PVMT, CL 3 CONC, 10 INCH THICK (REINF. STAMPED COLORED BRICK PATTERN (COLOR TILE RED, FEDERAL COLOR CODE: 31136))
D GR AGGR BASE CRS, INCL MATL (8 INCH)
C RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (330 LBS/SY)
B RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LBS/SY)
A RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER - MODIFIED BITUM MATL & H LIME (165 LBS/SY)
18'-6"
Profile Grade
2%
2% (TYP)
6"
19'-4"
TRUCK APRON CIRCULATORY ROADWAY
3%
0'-7"0'-8" A
B
C
D
E
D
G
H I
F
GA CONST DETAIL RA-1
CENTRAL ISLAND LANDSCAPING
CL
29'-5"
ISLAND
TANGENT SECTION
18'-6"
Profile Grade
2%
2% (TYP)
6"
19'-4"
TRUCK APRON CIRCULATORY ROADWAY
3%
0'-7"0'-8" A
B
C
D
E
D
G
H
F
GA CONST DETAIL RA-1
CENTRAL ISLAND LANDSCAPING
CL
29'-5"
ISLAND
TANGENT SECTION
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
11/05/2020
REVISION DATES
5/29/2024
HusseyJ
GPLOT-ORD
_05-0003.dgn
2:13:34 PM
0003-_05
TYPICAL SECTIONS - ROUNDABOUT
B
F
G
ROADWAY PAVING ITEMS
TON TON TON TON GAL SY SY
M A
T L
H
L
IM
E S
U P
E R
P A
V E
G
P
O N
L Y
IN
C L
B
IT
U M
R E
C Y
C L
E D
A S
P H
C O
.5
M M
B
IT
U M
M A
T L
H
L
IM
E S
U P
E R
P A
V E
G
P
O R
IN
C
L R
E C
Y C
L E
D A
S P
H C
O N
C
M
M
B
IT
U M
M A
T L
H
L
IM
E S
U P
E R
P A
V E
G
O
IN
C L
R E
C Y
C L
E D
A S
P H
C O
N C
M M
IN
C
L B
IT
U
M M
A T
L
H L
IM
E
R E
C Y
C L
E D
A S
P H
C O
N C
L E
V E
L
IN
G -1
T A
C K
C O
A T
/2 I
N D
E P
T H
M
IL
L A
S P
H C
O N
C P
V M
T
IN
C
L M
A T
L G
R A
G G
R B
A S
E C
R S
I
N C
H
CURTIS PARKWAY
ROADWAY LOCATION
DEWS POND ROAD
ROUNDABOUT
SUMMARY OF QUANTITIES
GPS DATA COLLECTION & SUBMITTAL
LUMP SUM
AGGREGATE SURFACE COURSE
TOTAL 500 TONS
PVMT REF FAB STRIPS, TP2, 18 IN W
TOTAL 7050 LF
GRADING COMPLETE
LUMP SUM
BARRIER FENCE (ORANGE), 4 FT
TOTAL 350 LF
RIGHT OF WAY MARKERS
TOTAL 40 EACH
CLASS "B" CONCRETE
TOTAL 359 CY
6" X 30" TYPE 2, STD 9032-B
CONCRETE CURB & GUTTER
TOTAL 4,961 LF
FLOWABLE FILL
TOTAL 36 CY
CHANGEABLE MESSAGE SIGN, PORTABLE, TYPE 3
TOTAL 4 EACH
285.47
SUBTOTAL
* QUANTITY INCLUDED IN CLASS B CONCRETE QUANTITIES
COMPLETE LUMP SUM ITEM.
** CONCRETE/ASPHALT DEMOLITION QUANTITIES TO BE INCLUDED IN GRADING
IN
C
L L
A Y
O U
T A
N D
S A
W C
U T
D E
M O
L
IT
IO
N
A S
P H
A L
T P
A V
E M
E N
T
SY
SOD
TOTAL 17,150 SY
4", TYPE 9, TRUCK APRON STD 9032-B
CONCRETE HEADER CURB
TOTAL 208 LF
6", TYPE 7, TRUCK APRON STD 9032-B
CONCRETE HEADER CURB
TOTAL 673 LF
DAVIS DRIVE
DR. 1(STA 125+88.02) RT
DOGWOOD DRIVE NE
* * * 0 0 65 48
DR. 2(STA 127+97.25) RT 129207.25 9.67 14.50 8.80
DR. 3(STA 128+42.93) RT 286606.004.96 6.61 9.91
DR. 4(STA 129+74.71) RT 4918714.84 19.79 29.68 017.99
DR. 5(STA 134+43.93) RT 258234015.72 20.97 30.46 19.06
DR. 6(STA 128+45.38) LT 1731189.27 12.37 18.55 11.24 0
DR. 7(STA 202+58.12) RT 631209.42 12.56 18.84 11.42 0
DR. 8(STA 208+33.35) RT 891138.97 11.96 17.94 10.87 0
DR. 9(STA 209+04.15) RT 44803.63 4.83 7.25 4.39
DR.10(STA 210+91.55) RT 61695.37 7.16 10.74
DR.11(STA 199+41.58) LT
6.51
48463.40 4.53 6.80 4.12
DR.12(STA 203+04.80) LT 84
897906.15 8.20 12.30 7.46
5604.23 5.64 8.46 5.13
5,6323,494510380.61 486.81 340
00645.26 7.02 0 6.38
02,9300238.72 318.30 477.44 289.36
4,9402,973415469.20268.83 358.44 325.86
921 1,227 1,677 1,110 989 11,047 11,725**
BANK TURN AROUND 147357028.57 38.10 57.15 34.64
TYPE II
FOUNDATION BACKFILL MAT'L
TOTAL 250 CY
LUMP SUM
TRAFFIC CONTROL
FIELD ENGINEER'S OFFICE- TYPE
TOTAL 1 EACH
ROCK EXCAVATION
TOTAL 300 CY
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
11/05/2020
REVISION DATES
7/7/2026
HusseyJ
GPLOT-ORD
_06.dgn
5:34:06 PM
0001-_06
SUMMARY OF QUANTITIES
550-5180 550-5240 550-5300
(LIN FT)
CLASS III
18 IN,
STORM DRAIN PIPE,
(LIN FT)
CLASS III
24 IN,
STORM DRAIN PIPE,
(LIN FT)
CLASS III
30 IN,
STORM DRAIN PIPE,
C-13.A
C-13.B
C-13
STRUCTURE NUMBER
C-17
C-16
C-15
C-14
668-1100 668-1110 668-2100 668-2110
(EA)
CATCH BASIN, GP 1
(LIN FT)
ADDL DEPTH
CATCH BASIN, GP 1,
(EA)
DROP INLET, GP 1
(LIN FT)
ADDL DEPTH
DROP INLET, GP 1,
500-3800
(CU YD)
INCL REINF STEEL
CLASS A CONCRETE,
STATION OFFSET
C-13.C
0+20.00 -14.05
C-7
C-6
C-5.6
C-12
C-11
C-10.B
C-10.A
C-10
C-9.A
C-9
C-8.D
C-8.C
C-8.B
C-8.A
C-8
C-5.2.B
C-5.2.A
C-5.2
C-5.5
C-5.4
C-5.3.B
C-5.3.A
C-5.3
C-5.2.C
C-5.1.B
C-5.1.A
C-5.1
C-5.C.B
C-5.C.A.1
C-5.C.A.
(EA)
MANHOLE, TP 1
STORM SEWER
(LIN FT)
ADDL DEPTH, CL 1
MANHOLE, TP 1,
STORM SEWER
668-4311668-4300 668-4400
(EA)
MANHOLE, TP 2
STORM SEWER
668-4411
(LIN FT)
ADDL DEPTH, CL 1
MANHOLE, TP 2,
STORM SEWER
SUMMARY OF ROADWAY DRAINAGE
87.78
41.00
10.00
65.76
25.00
41.00
10.00
135.04
60.27
39.53
29.51
71.73
83.39
24.69
10.62
77.88
112.83
51.94
9.99
36.64
10.00
137.28
46.19
63.84
98.24
62.43
48.23
C-5.E
C-5.D
C-5.C
C-5.B
C-5.A
C-5
C-4.A
C-4
C-3
TOTAL
AS DIRECTED
SUB-TOTAL
2.32
62.26
91.99
62.51
40.16
2150.43
161.57
2312.00
272.74
15.2622
288.00
241.85
14.15
256.00
5.34
2.66
8.00
16.48
3.52
20.00
2.35
1.65
4.00
2.32
0.68
3.00
125+64.00 -26.00
125+64.00 15.00
125+64.00 25.00
126+55.00 -26.00
126+30.00 -26.00
126+30.00 15.00
126+30.00 25.00
127+65.00 25.00
12.50128+24.00
14.7517+84.00
-14.7617+84.00
18.8332+69.00
16.92129+43.00
129+43.56 26.95
130+00.00 -17.09
130+25.00 -18.28
130+25.00 20.82
130+10.00 20.12
130+06.00 29.93
131+03.00 34.53
131+56.81 2.87
211+18.00 25.00
210+40.00 25.00
209+27.00 25.00
208+75.00 -15.00
208+75.00 15.00
208+75.00 25.35
207+49.00 -27.50
207+49.00 -17.51
207+49.00 19.14
207+49.00 25.00
206+16.00 28.32
38.81205+79.00
48.26205+82.17
-19.3200+03.44
20.45134+05.00
30.46134+05.00
206+11.00 -30.97
205+75.50 -24.06
132+72.00 59.21
132+70.84 -3.04
204+58.77 3.56
131+93.32 -28.64
203+32.00 -18.50
203+32.00
202+65.66
550-5420
(LIN FT)
CLASS III
42 IN,
STORM DRAIN PIPE,
550-5540
(LIN FT)
CLASS III
54 IN,
STORM DRAIN PIPE,
C-2 202+42.55
C-1 202+32.63
10.05
39.10
15.25
30.00
9.01
127.61
5.87
172.40
39.25
10.01
140.85
32.64
43.41
128.26
79.92
23.28
10.39
1.31
0.19
3.93
4.39
1 3.13
0.60
0.59
0.58
1.20
0.33
0.58
3.35
3.31
0.68
550-5180 550-5240 550-5300
(LIN FT)
CLASS III
18 IN,
STORM DRAIN PIPE,
(LIN FT)
CLASS III
24 IN,
STORM DRAIN PIPE,
(LIN FT)
CLASS III
30 IN,
STORM DRAIN PIPE,
STRUCTURE NUMBER
D-2
D-1
668-1100 668-1110 668-2100 668-2110
(EA)
CATCH BASIN, GP 1
(LIN FT)
ADDL DEPTH
CATCH BASIN, GP 1,
(EA)
DROP INLET, GP 1
(LIN FT)
ADDL DEPTH
DROP INLET, GP 1,
500-3800
(CU YD)
INCL REINF STEEL
CLASS A CONCRETE,
STATION OFFSET
202+58.91 -27.31
(EA)
MANHOLE, TP 1
STORM SEWER
(LIN FT)
ADDL DEPTH, CL 1
MANHOLE, TP 1,
STORM SEWER
668-4311668-4300 668-4400
(EA)
MANHOLE, TP 2
STORM SEWER
668-4411
(LIN FT)
ADDL DEPTH, CL 1
MANHOLE, TP 2,
STORM SEWER
SUMMARY OF ROADWAY DRAINAGE
TOTAL
AS DIRECTED
SUB-TOTAL
202+30.23 40.33
550-5420
(LIN FT)
CLASS III
42 IN,
STORM DRAIN PIPE,
550-5540
(LIN FT)
CLASS III
54 IN,
STORM DRAIN PIPE,
73.51 5.63
5.83
73.51
6.49
80.00 12.00
0.54
11.46
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
11/05/2020
REVISION DATES
4/14/2026
HusseyJ
GPLOT-ORD
10:41:26 AM
0002-_06
550-5180 550-5240 550-5300
(LIN FT)
CLASS III
18 IN,
STORM DRAIN PIPE,
(LIN FT)
CLASS III
24 IN,
STORM DRAIN PIPE,
(LIN FT)
CLASS III
30 IN,
STORM DRAIN PIPE,
STRUCTURE NUMBER
E-7
E-6
668-1100 668-1110 668-2100 668-2110
(EA)
CATCH BASIN, GP 1
(LIN FT)
ADDL DEPTH
CATCH BASIN, GP 1,
(EA)
DROP INLET, GP 1
(LIN FT)
ADDL DEPTH
DROP INLET, GP 1,
500-3800
(CU YD)
INCL REINF STEEL
CLASS A CONCRETE,
STATION OFFSET
199+19.00 -27.00
(EA)
MANHOLE, TP 1
STORM SEWER
(LIN FT)
ADDL DEPTH, CL 1
MANHOLE, TP 1,
STORM SEWER
668-4311668-4300 668-4400
(EA)
MANHOLE, TP 2
STORM SEWER
668-4411
(LIN FT)
ADDL DEPTH, CL 1
MANHOLE, TP 2,
STORM SEWER
SUMMARY OF ROADWAY DRAINAGE
TOTAL
AS DIRECTED
SUB-TOTAL
550-5420
(LIN FT)
CLASS III
42 IN,
STORM DRAIN PIPE,
550-5540
(LIN FT)
CLASS III
54 IN,
STORM DRAIN PIPE,
E-5
E-4
E-3
E-2.B
E-2.A.1
200+13.00
200+13.00
200+13.00
201+50.00
201+80.00
201+50.00
E-2.A
E-2
E-1
201+80.00
201+80.00
201+95.51
-27.00
-15.00
15.00
14.99
-27.00
-15.00
-15.01
15.00
56.90
93.74
11.99
30.01
138.35
30.31
11.99
29.70
30.00
44.83
0.01
0.32
0.01
0.32
1.16
420.9160
27.0840
448.00
6.0
6.0
0.66
3.34
4.0
3.00
0.00
3.00
1.16
0.84
2.00
550-5180 550-5240 550-5300
(LIN FT)
CLASS III
18 IN,
STORM DRAIN PIPE,
(LIN FT)
CLASS III
24 IN,
STORM DRAIN PIPE,
(LIN FT)
CLASS III
30 IN,
STORM DRAIN PIPE,
STRUCTURE NUMBER
F-4
668-1100 668-1110 668-2100 668-2110
(EA)
CATCH BASIN, GP 1
(LIN FT)
ADDL DEPTH
CATCH BASIN, GP 1,
(EA)
DROP INLET, GP 1
(LIN FT)
ADDL DEPTH
DROP INLET, GP 1,
500-3800
(CU YD)
INCL REINF STEEL
CLASS A CONCRETE,
STATION OFFSET
135+93.00 15.96
(EA)
MANHOLE, TP 1
STORM SEWER
(LIN FT)
ADDL DEPTH, CL 1
MANHOLE, TP 1,
STORM SEWER
668-4311668-4300 668-4400
(EA)
MANHOLE, TP 2
STORM SEWER
668-4411
(LIN FT)
ADDL DEPTH, CL 1
MANHOLE, TP 2,
STORM SEWER
SUMMARY OF ROADWAY DRAINAGE
TOTAL
AS DIRECTED
SUB-TOTAL
550-5420
(LIN FT)
CLASS III
42 IN,
STORM DRAIN PIPE,
550-5540
(LIN FT)
CLASS III
54 IN,
STORM DRAIN PIPE,
44.17
1.16
127.66
16.34
144.00
3.0
3.0
1.16
0.84
2.00
F-3
F-2
F-1
135+93.00
135+26.02
135+26.02
-28.22
-25.59
-43.55
65.52
17.96
550-5180 550-5240 550-5300
(LIN FT)
CLASS III
18 IN,
STORM DRAIN PIPE,
(LIN FT)
CLASS III
24 IN,
STORM DRAIN PIPE,
(LIN FT)
CLASS III
30 IN,
STORM DRAIN PIPE,
STRUCTURE NUMBER
G-2
G-1
668-1100 668-1110 668-2100 668-2110
(EA)
CATCH BASIN, GP 1
(LIN FT)
ADDL DEPTH
CATCH BASIN, GP 1,
(EA)
DROP INLET, GP 1
(LIN FT)
ADDL DEPTH
DROP INLET, GP 1,
500-3800
(CU YD)
INCL REINF STEEL
CLASS A CONCRETE,
STATION OFFSET
135+08.91 22.58
(EA)
MANHOLE, TP 1
STORM SEWER
(LIN FT)
ADDL DEPTH, CL 1
MANHOLE, TP 1,
STORM SEWER
668-4311668-4300 668-4400
(EA)
MANHOLE, TP 2
STORM SEWER
668-4411
(LIN FT)
ADDL DEPTH, CL 1
MANHOLE, TP 2,
STORM SEWER
SUMMARY OF ROADWAY DRAINAGE
TOTAL
AS DIRECTED
SUB-TOTAL
135+03.71 -34.04
550-5420
(LIN FT)
CLASS III
42 IN,
STORM DRAIN PIPE,
550-5540
(LIN FT)
CLASS III
54 IN,
STORM DRAIN PIPE,
123.14 3.73
3.87
123.14
4.86
128 8.00
0.40
7.60
550-5180 550-5240 550-5300
(LIN FT)
CLASS III
18 IN,
STORM DRAIN PIPE,
(LIN FT)
CLASS III
24 IN,
STORM DRAIN PIPE,
(LIN FT)
CLASS III
30 IN,
STORM DRAIN PIPE,
STRUCTURE NUMBER
H-4
668-1100 668-1110 668-2100 668-2110
(EA)
CATCH BASIN, GP 1
(LIN FT)
ADDL DEPTH
CATCH BASIN, GP 1,
(EA)
DROP INLET, GP 1
(LIN FT)
ADDL DEPTH
DROP INLET, GP 1,
500-3800
(CU YD)
INCL REINF STEEL
CLASS A CONCRETE,
STATION OFFSET
134+59.27 78.26
(EA)
MANHOLE, TP 1
STORM SEWER
(LIN FT)
ADDL DEPTH, CL 1
MANHOLE, TP 1,
STORM SEWER
668-4311668-4300 668-4400
(EA)
MANHOLE, TP 2
STORM SEWER
668-4411
(LIN FT)
ADDL DEPTH, CL 1
MANHOLE, TP 2,
STORM SEWER
SUMMARY OF ROADWAY DRAINAGE
TOTAL
AS DIRECTED
SUB-TOTAL
550-5420
(LIN FT)
CLASS III
42 IN,
STORM DRAIN PIPE,
550-5540
(LIN FT)
CLASS III
54 IN,
STORM DRAIN PIPE,
67.88
1.16
134.94
9.06
144.00
2.0
2.0
1.16
0.84
2.00
H-3
H-2
H-1
134+86.68
134+86.68
134+86.68
16.65
-26.91
-47.75
43.56
23.51
1.0
1.0
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
11/05/2020
REVISION DATES
4/14/2026
HusseyJ
GPLOT-ORD
9:56:38 AM
0003-_06
WATER QUALITY MONITORING & SAMPLING
TOTAL 6 EACH
WATER QUALITY INSPECTIONS
TOTAL 12
TEMPORARY EROSION CONTROL
LOCATION
T E
M
PO
R A
R Y
G R
A
SS
IN
G
M U
LC
H
S
IL
T F
E N
C E
T Y
P E
A C
O N
ST
R
U C
T
R E
M O
V E
M A
IN
T
E N
A C
E S
IL
T
F E
N C
E T
Y P
E C
M A
IN
T
E N
A C
E S
IL
T
F E
N C
E T
Y P
E A
S
IL
T F
E N
C E
T Y
P E
C C
O N
ST
R
U C
T
R E
M O
V E
R
IP
R A
P C
H E
C K
D A
M C
O N
ST
R
U C
T
R E
M O
V E
R
IP
R A
P C
H E
C K
D A
M M
A
IN
T E
N A
N C
E
IN
L
E T
S E
D T
R A
P C
O N
ST
R
U C
T
R E
M O
V E
IN
L
E T
S E
D T
R A
P M
A
IN
T E
N A
N C
E
CURTIS PKWY
ACRE TON LF LF LF LF EA EA EA EA
PERMANENT EROSION CONTROL
LOCATION
PE
R
M G
R A
SS
IN
G
A G
R
IC
U L
T U
R A
L L
IM
E
M
IX
E D
G R
A D
F E
R T
IL
IZ
E R
N
IT
R O
G E
N C
O N
T E
N T
F E
R T
IL
IZ
E R
M A
T S
S
L O
P E
S
E R
O
SI
O N
C O
N T
R O
L
CURTIS PKWY
ACRE TON TON LB SY
C O
N S
T R
U C
T
IO
N E
X
IT
M A
IN
T
E N
A N
C E
C O
N S
T R
U C
T
IO
N E
X
IT
LOCATION
AREA (SF)
(SF)
AREA TOTAL
TOTAL (LF)
POST LENGTH
HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 11
ITEMS UNIT
THERMOPLASTIC SOLID TRAFFIC STRIPE, 12" WHITE HATCH
PAVEMENT MARKING QUANTITES
LF
LF
LF
LF
THERMOPLASTIC SOLID TRAFFIC STRIPE, 6 IN. DOUBLE YELLOW
THERMOPLASTIC SOLID TRAFFIC STRIPE, 6 IN. WHITE
THERMOPLASTIC SOLID TRAFFIC STRIPE, 24 IN. WHITE
TOTAL
EA EA
3.5
3.5
STA.TO STA.
SIDE
1.5 FT DEPTH
MATTING. TP 1,
TURF REINFORCING
DITCH PROTECTION
LOCATION
SQ.YD.
124+87-125+66.90 RT195.44
TOTAL 2,767
TOTALS
STATION
STATION
TO
S
ID
FENCE SUMMARY
SIGN CODE
R2-1 (30x36)
W3-1 (36)
R1-1 (36)
R1-2 (36)
THERMOPLASTIC SOLID PAVEMENT MARKING, ARROW, TYPE2 WHITE RIGHT EA
THERMOPLASTIC SOLID TRAFFIC STRIPE, 12" YELLOW HATCH LF
THERMOPLASTIC SKIP TRAFFIC STRIPE, 6 IN. WHITE 6' DASH, 10' SKIP
LF
LF
RAISED PVMT MARKERS, TP 1, YELLOW
EA
QTY
QTY
CURTIS PARKWAY
SUMMARY OF QUANTITIES
124+22.6-128+16.44LT 439
LF
135+02.0-136+15.72LT 165
126+02.24-127+67.20 315.78 RT
128+55.10-129+45.24 242.67 RT
130+00.10-131+35.15 276.89 RT
133+94.65-133+72.19 160.22 RT
198+70.54-199+21.69 80.89 LT
199+60.48-200+16.50 87.11 LT
200+67.30-202+60.00 265 LT
205+87.31-208+92.69 469.78 LT
209+40-210+70.33 222.44 RT
211+12.67-212+70.70 264.44 RT
211+52.93-212+70.49 186.67 LT
7 5,266 2,633 554 277 20 10 60 30 4 4
4.2 0.7 175 2770
9 6 54 54
W11-2 (36)
47.5 30
43.9 15.6
109 90
W16-7P(24) 4 8 32
R6-4B (72x36) 18 4 72
R4-7 45 20
D1-1
D1-2
9.375 37.5
10.75 43
394.10 738
THERMOPLASTIC SOLID PAVEMENT MARKING, WORDS, TYPE15 WHITE 4
2,250
EA
THERMOPLASTIC SOLID TRAFFIC STRIPE, 6 IN. YELLOW 1020LF
THERMOPLASTIC SKIP TRAFFIC STRIPE, 18 IN. WHITE 2' DASH, 2' SKIP 99LF
O
C K
F
IL
T E
R D
A M
C O
N
ST
R U
C T
R
E M
O V
E
EA
F
IL
T E
R D
M
IN
T E
N A
C E
R O
C K
EA
IN
C
L U
D
IN
G F
IL
T
E R
F A
B R
IC
P
R O
T E
C T
IO
N
T
Y P
E I
II
R
IP
R A
P O
U T
L E
T
SY
ITEMS UNIT
ROUNDABOUT LANDSCAPE QUANTITIES
EAPRUNUS CAROLINA 5
QTY
SPRING APPLICATION FERTILIZER lb 57
LANDSCAPE MULCH SY 210
SCHIZACHYRIUM SCOPARIUM SY 53
THERMOPLASTIC SOLID TRAFFIC STRIPE, 8" WHITE LF 370
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
11/05/2020
REVISION DATES
7/21/2026
HusseyJ
GPLOT-ORD
4:08:19 PM
0004-06
CURTIS PARKWAY - PHAE II
1234567
BEGIN PROJECT
STA 123+50
END CONSTRUCTION
CURTIS PARKWAY - PHASE II
STA 136+00.00
BEGIN CONSTRUCTION
CURTIS PARKWAY - PHASE II
STA 124+22.36
END PROJECT
CURTIS PARKWAY - PHASE II
STA 137+00
BEGIN PROJECT
DEWS POND ROAD
STA 198+00
BEGIN CONSTRUCTION
DEWS POND ROAD
STA 198+73.35
END CONSTRUCTION
DEWS POND ROAD
STA 212+70.49
END PROJECT
DEWS POND ROAD
STA 213+00
CENTER OF ROUNDABOUT
N:1639074.0182
E:2067960.2217
RADIUS INSIDE EDGE OF PAVEMENT = 48'-8"
RADIUS OUTSIDE BACK OF 30" CURB = 69'-8"
DEWS POND ROAD
STA 200+42.52
DAVIS DRIVE
STA 11+04.09
N05°4 4'49.
2"W
N04°06' 52.0"W
N11 °46 '24
.7"
WN18°03'18.6"E
N00°11'05.9"E
P C
P T
P C
P C
P T
P C
P T
CURVE# 07
PI 129+66.04
N 1,638,817.6918
E 2,067,976.8329
¬ 07°39'32.8" (LT)
D 04°20'26.12"
T 88.36'
L 176.45'
R 1320.00'
E 2.95' ed 0.0%
D.S.35 mph
CURVE# 08
PI 134+07.54
N 1,639,271.8938
E 2,068,018.6134
¬ 17°52'12.7" (LT)
D 04°46'28.73"
T 188.67'
L 374.27'
R 1200.00'
E 14.74' ed 0.0%
D.S.35 mph
CURVE# 06
PI 125+45.77
N 1,638,398.4914
E 2,068,006.9878
¬ 01°37'57.2" (RT)
D 01°23'50.85"
T 58.42'
L 116.82'
R 4100.00'
E 0.42' ed 0.0%
D.S.35 mph
P I
P I
P I
N
E
N
E
S
E N
E
PT 200+00.00
PC 200+06.65
PT
4+8 8.
PC 205+44.18
PT 208+47.65
PC 208+94.14
PT 214+29.35
C U
R V
E
P I
.0
N
,6 ,0
.6
E
,0 ,2
.4
'2
L
T
D
'1
.7
T
L
R
.0
E
.7 e d
.0
D .S
. 3 m p h
C U
R V
E
P I
.9
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,6 ,0
.8
E
,0 ,6
.4
'3
L
T
D
'2
.7
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.1 e d
.0
D .S
. 3 m p h
C U
R V
E
P I
.4
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,6 ,0
.6
E
,0 ,1
.9
'3
L
T
D
'1
.9
T
L
R
E
.7 e d
.0
D .S
. 3 m p h
C U
R V
E
P I
.7
N
,6 ,0
.8
E
,0 ,6
.2
'1
R T
D
'1
.3
T
L
R
.0
E
.1 e d
.0
D .S
.3 m p h
PI 197+69.05
PI 2
02+49.
PI 206+96.44
PI 211+61.77
197+00
198+00
199+00
200+00
201+00
202+00
+00
+00
5+0
206+00
207+00
208+00
209+00
210+00
211+00
212+00
213+00
214+00
10+00
10+00
10+00
10+00
0+00
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
& MAINTENANCE OF SLOPES
EASEMENT FOR CONSTR
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ'D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ'D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
11/05/2020
REVISION DATES
1/27/2026
HusseyJ
GPLOT-ORD
11-0001.dgn
9:16:56 AM
CONSTRUCTION LAYOUT PLAN
CURTIS PARKWAY - PHASE II
T
A
O F
F t
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T A
O F F
L t
S T
A
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F
S T
A
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F
S T
A
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F
S T
A
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F
S T
A
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F
S T
A
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F
S T
A
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F
S T
A
O F
F
S T
A
O F
F
C
G
F
R O
M
P
H A S E
I
T I E
G
T
O
S T
A
B E
G
N L
A Y
S T
A
B E
G
N L
A Y
S T
A
E
N L
A Y
P W
R M
T R
.2
F F
.2
F F
.2
F F
.2
F F
.0
F F
.1
S N
R P
O R
T H
V A
C B
R K B
L D
G
S
T
Y
OVER HANG
A
R P
O R
T
B R
K B
L D
G
S
T
B
R B
E D W
IR
E F
E N
C E
X
H V
A C
B R
K B
L D
G
S
T
H V
A C
U T (2
U T (3
U P M
E T
E R (2
H V
A C
H V
A C
H V
A C
U T B
O X (2
B R
K B
L D
G
S
T
W
(5
W M
W M
W M
W M
.8
.1
.3
C O
C O
.3
.1
.2
.2
.2
.8
.6
S N
.4
.7
.6
.1
.1
.6
.8
G M
.4
H V
A C
F F .5
G M
.4
TAX PARCEL C53-014A
P.B. 47, P. 18
D.B. 1415, P. 66
NORTH GEORGIA NATIONAL BANK
N/F
TAX PARCEL C53-00
TAX PARCEL C53-008
P.B. 47, P. 18
D.B. 1415, P. 71
NORTH GEORGIA NATIONAL BANK
N/F
A T
A X P
A R
C E
L C
T
A X P
A R
C E
L C
-0
T A
X P
A R
C E
L C
-0
P .B . 4 , P . 1
D .B . 1
, P . 1
G O
R D
O N
IN
V E
S T
O R
S , L
L C
N /F
TAX PARCEL C67-007
D.B. 696, P. 462
MARSHALL SMITHEY
N/F
TAX PARCEL C67-008
D.B. 2595, P. 481
LAURA J. NOWAK
AUBREE CORRELL NOWAK &
N/F
TAX PARCEL C67-009
P.B. 4, P. 44
D.B. 1054, P. 2
FAY BAKER
TEDDY RALPH BAKER & LOLA
N/F
.9
.6
.0
.4
.5
.4
.3
.5
.4
TAX PARCEL C67-009
P.B. 4, P. 44
D.B. 1054, P. 2
FAY BAKER
TEDDY RALPH BAKER & LOLA
N/F
TAX PARCEL C53-014B
P.B. 54, P. 102
D.B. 2091, P. 477
HAMILTON MEDICAL CENTER, INC.
N/F
DE33
DE80
DE81 DE1
DE16DE17
DE18 DE20 DE21
DE22 DE106
DE51
DE
DE
DE68 DE69
DE70DE71
DE
D E
DE74DE75 DE76
DE77
DE78
DE79
DE83
DE84
DE85
REQ'D R/W
REQ'D R/W
REQ'D R/W
REQ'D R/WREQ'D R/W
REQ'D R/W
D E
D E
DE
DE
D E
D E
DE136
DE13
DE14
DE147
DE13
DE139
C
C
C
C .B
C .A
C
C
C .C
C
C
C .A
C .B
C
C
C
A
C .D
C .C
C
C .A
C .B
18"
18"
18"
18"
18"
18"
18"
18"
" 24"
18"
18"
CURTIS PARKWAY
D O
G W
O
I
R T
H
CURTIS PARKWAY
N
W S
W S
W
POB 10+00.00
POE 10+87.13
10+00
N
W S
W
PC 10+18.3
PT 10+28.07
PI 10+23.22
POB 10+00.0
POE 10+51.36
10+00
N
W S
W
PC 10+27.0
PT 10+39.81
PI 10+33.43
POB 10+00.0
POE 10+57.88
10+00
S
W S
W
PC 10+27.45
PT 10+41.14
PI 10+34.31
POB 10+00.00
POE 10+89.00
10+00
N
E
POB 0+00.00
POE 0+50.53
0+00
N05°44'49.2"W N04°06'52.0"W
PC
P T
P C
P I
C U
R T
R K
W
E E
A
W I o
M A
T
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
& MAINTENANCE OF SLOPES
EASEMENT FOR CONSTR
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ'D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ'D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
11/05/2020
REVISION DATES
4/13/2026
CruzBarcenasL
GPLOT-ORD
13-0001.dgn
6:18:42 PM
MAINLINE PLAN
CURTIS PARKWAY - PHASE II
25 50 100
SCALE IN FEET
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
STA: 132+67.19
OFF: 102.1
8' Rt.
S T
A
O F F
STA: 133+60.10
OFF: 64.57' Rt.
S T
A
O F
F
OFF:
STA: 203+64.07
OFF: 50.00
' Lt.
STA: 203+64.07
OFF: 60.00
' Lt.
T I E
T
O
E
X I S T I
U
R B
S T
A
E
N L
A Y
S T
A
B E
G
N L
A Y
STA: 203+03.02
OFF: 100.9
0' Rt.
STA: 203+11.37
OFF: 107.1
4' Rt.
STA: 203+25.06
OFF: 110.3
7' Rt.
S T
A
O F F
S T
A
O F F
STA: 203+78.13
OFF: 87.06
' Rt.
" D
I
" P
V C
F F
.1
7 A T
M
" C
O N
S H
W /W
W
F F
.2
F F
.2
F F
.2
IN
V
.9
T
O P
.6
M
H S
S
W M
W M
W M
W V
W V
.2
.0
.3
.2
T E
L P
E D
C O
C O
IC
V
IC
V
.1
.2
.2
.2
.8
S N
.3
.9
.3
.0
.7
.1
.0
.0
.0
.0
.6
.9
.0
.3
.3
.1
700.48
.4
.2
.1
.2
.3
IC
V
.6
.0
.8 6 .2
698.84
E L
B X
.1
S N
.8
.7
C O
TAX PARCEL C53-00
TAX PARCEL C53-008
P.B. 47, P. 1
D.B. 1415, P
. 71NORTH GEORGIA NATIONAL BANK
N/F
T A
X P
A R
C E
L C
-0
D .B . 2
, P . 2
C
IT
Y O
F C
A L
H O
U N
N /F
T A
X P
A R
C E
L C
-0
A D .B . 2
, P . 3
G
R O
U P , L
L C
C O
R E
V
IS
IO
N
IN
V E
S T
M E
.5
A T
A X P
A R
C E
L C
T
A X P
A R
C E
L C
-0
T
A X P
A R
C E
L C
-0
P .B . 4 , P . 1
D .B . 1
, P . 1
G O
R D
O N
IN
V E
S T
O R
S , L
L C
N /F
.2
.6
.8
.0
.2
.7
.9
TAX PARCEL C52-040
D.B. 1245, P
. 483
PAULINE O. DAVIS
N/F
.5
TAX PARCEL C52-040
D.B. 1245, P
. 483
PAULINE O. DAVIS
N/F
T A
X P
A R
C E
L C
-0
A D .B . 2
, P . 3
G
R O
U P , L
L C
C O
R E
V
IS
IO
N
IN
V E
S T
M E
.6
.4
DE82
DE8
DE9
DE10
DE11
DE12
DE13DE14
DE15
DE29
DE30
DE60
DE61
DE83
DE84
REQ'D
R/
W
REQ'D
R/
W
R E
Q 'D
R
W
R E
W
DE27
DE26
DE45
DE
DE102
DE54DE55
DE88
DE120
DE
DE106
DE31
DE104
DE103
DE105
DE107
DE108
S E E
P L A T
B
O O
K
P A
G E
E X
IS
T
IN
A V E L
PROPOSED FUEL
CANOPY - 10 PUMPS
9,164 S.F.
.8
R E S
D E
W S P
O N
D R
O A
D (8
' R /W
CURTIS PARKWAY (60' R/W)
15' LANDSCAPE BUFFER
C .C
C .A
C .B
C
C
C
C .A
C
C .1
C .1.A
C .2
C .2 .B
C .A
C .B
C .C
C .D
C .E
C .C .A .1
C .C .A
C .C .B
C .1.B
F
F
F
F
G
G
H
H
H
H
C
18"
24"
18"
18"
18"
24"
18"
18"CURTIS
PARKWAY
CURTIS PARKWAY
D E
A D
N
E
S
E
PT
4+8 8.
PC 205+44.18
PI 206+96.44
4+0
5+0
206+00
207+00
30.00'
O P T I
O N
B
N01°07 '56.8"
W N1
4° '4
7.
1"
WP
C
P T
P I
P O
B
P O
E
S11°50'24.5"E
P C
P T
P O
B
P O
E
PI 10+34.31
P I
N11 °46 '24
.7" W
N18°03'18.6"E
N00°11'0 5.9"E
P C
P T
P C
P T
P I
P C
P T
P O B
P O E
2+00
C U
R T
R K
W
E E
A
W I o
M A
T
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
& MAINTENANCE OF SLOPES
EASEMENT FOR CONSTR
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ'D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ'D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
11/05/2020
REVISION DATES
4/13/2026
CruzBarcenasL
GPLOT-ORD
13-0002.dgn
6:31:01 PM
MAINLINE PLAN
CURTIS PARKWAY - PHASE II
STA: 130+54.14
OFF: 50.02' Lt.
STA: 131+56.29
OFF: 50.00' Lt.
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
. S
T A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
TIE TO EXISTING CURB
STA 198+73.35
BEGIN MILL & INLAY
STA 199+23.35
END MILL & INLAY
S T
A
O F
F
S T
A
O F F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
S T
A
O F
F
STA:
+3
3.
OFF:
.0
4' R t.
STA:
+7
8.
OFF:
7.
Rt
S T
A
O F
F
SN
SN
SN
SN
SN
SN
FF 692.17ATM
WM
WM
WM
WM
WV
WV
WV
696.53697.19697.43
.2
697.13
.3
TELPED
690.51
SN
BARBED WIRE FENCE
CO
CO
T
A X P
A R
C E
L C
-0
T A
X P
A R
C E
L C
-0
P .B P
D .B P
N O
R T
H G
E O
R G
IA
N
A T
IO
N A
L B
A N
K
N /F
TAX PARCEL C53-017
BILLY J. PASS
N/F
TAX PARCEL C52-073
P.B. 42, P. 51
D.B. 1590, P. 445
CHARLENE P. STRICKLAND
JAMES R. STRICKLAND &
N/F
TAX PARCEL C52-040A
P.B. 44, P. 228
D.B. 2163, P. 78
CHARLIN DAVIS HASTY
N/F
TAX PARCEL C52-040
D.B. 1245, P. 482
PAULINE O. DAVIS
N/F
TAX PARCEL C52-042
D.B. 512, P. 294
REED DAVIS
N/F
690.87
690.19
690.71
.9
692.06
691.26
.5
ELBX
TAX PARCEL C53-014B
P.B. 54, P. 102
D.B. 2091, P. 477
HAMILTON MEDICAL CENTER, INC.
N/F
DE6 DE7
DE8
DE9
DE62
DE63
DE99
DE64 DE65
DE66
DE67
DE100
DE58
DE59
DE60
DE61
R E
W
REQ'D R/W
REQ'D R/W
111 112
DE102
DE
DE54DE55
DE88
DE120
A135
A134
A125
A139
A138
A141A140 A158
A159
A160 A161
A162 A158
A137
A136
A193
C-6
C-5
C-4.A
E-2.A
E-2.B
C-4
E-2
E-4
E-6
E-5
E-7
E-2.A.1
E-3
D-2
D-1
E-1 C-3
C-2
C-1
30"
30"30"
18"
18" 18"
18"
DEWS POND ROAD DEWS POND ROAD
D A
V
I
V E
N89°51'37.9"E
P T
P C
P I
P I
OPTION "B"
N
W N
W
PC 10+36.77
PT 10+59.78
10+48.33
POB 10+00.00
POE 11+02.08
10+00
11+00
S
W S
W
PC 10+33.18
PT 10+61.29
PI 10+47.25
POB 10+00.00
POE 10+79.66
10+00
S
W
S
E
PC 10+51.73
PT 10+78.98
PI 10+65.44
POB 10+00.00
POE 11+04.09
10+00
11+00
S
E S
E
PC 10+31.80
PT 10+39.7
PI 10+35.80
POB 10+00.00
POE 10+68.4
10+00
N
W N
W
PC 10+43.16
PT 10+57.81 PI 10+50.50
POB 10+00.00
POE 10+84.04
10+00
130+54.14
131+00
132+00
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
& MAINTENANCE OF SLOPES
EASEMENT FOR CONSTR
ORANGE BARRIER FENCE
BEGIN LIMIT OF…
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