description description
TRANSCRIPT
DESCRIPTIONDESCRIPTION
INDEX
02-
DRAWING NO. DRAWING NO.
REVISION DATES
4/3/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
02-0001.dgn
3:32:21 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
ARC DRIVEWAY CONNECTION
0001
54-0001 BMP LOCATION DETAILS
52-0001 TO 52-0007 EROSION CONTROL LEGEND AND UNIFORM CODES
38-0001 TO 38-0002 SPECIAL CONSTRUCTION DETAIL
31-0001 RETAINING WALL ENVELOPES
26-0001 SIGNING AND MARKING PLANS
23-0001 TO 23-0006 CROSS SECTIONS
22-0001 DRAINAGE PROFILES
15-0001 MAINLINE ROADWAY PROFILE
13-0001 MAINLINE PLAN
06-0001 SUMMARY OF QUANTITIES
05-0001 TYPICAL SECTIONS
04-0001 GENERAL NOTES
03-0001 REVISION SUMMARY
02-0001 INDEX
01-0001 COVER
T-18 DETAILS OF HANDICAPPED PAVEMENT MARKINGS (09-09)
T-11A DETAILS OF PAVEMENT MARKING PLACEMENT NON-LIMITED ACCESS ROADWAY (9-16)
T-05B DETAILS OF REGULATORY SIGNS, SHEET 2 OF 2 (1-00)
T-05A DETAILS OF REGULATORY SIGNS, SHEET 1 OF 2 (1-03)
T-03A TYPE 7,8, AND 9 SQUARE TUBE POST INSTALLATION DETAIL (7-02)
T-01 DETAILS OF SIGN PLATES (1-00)
D-24C TEMPORARY SILT FENCE, J-HOOK, INLET SEDIMENT TRAPS - SHEET 3 OF 4 (1-11)
D-24A TEMPORARY SILT FENCE - SHEET 1 OF 4 (1-11)
REQUIREMENTS (6-09)
A-4 DETECTABLE WARNING SURFACE, TRUNCATED DOME SIZE, SPACING & ALIGNMENT
A-3 CONCRETE SIDEWALK DETAILS, CURB CUT (WHEELCHAIR) RAMPS (9-16)
GEORGIA CONSTRUCTION DETAILS
9102 TRAFFIC CONTROL DETAIL FOR LANE CLOSURE ON TWO-LANE HIGHWAY (3-06)
9100 TRAFFIC CONTROL GENERAL NOTES, STANDARD LEGEND, MISCELLANEOUS DETAILS (3-06)
9032B CONCRETE CURB & GUTTER, CONCRETE CURBS, CONCRETE MEDIANS (11-11)
RETAINING WALL PIPE HANDRAIL FOR CONCRETE STEPS (10-88)
9031R PLACING ROOF DRAIN PIPE UNDER SIDEWALK - RAMP TYPE BARRICADE - PIPE HANDRAIL FOR
9031L RETAINING WALL TYPICAL SECTIONS, RAISING HEADWALL, AND TYPICAL PIPE PLUG (9-16)
1120 FLARED END SECTIONS FOR PIPES (06-06)
1033D CATCH BASINS (FOR USE WITH 6" OR 8" HT. CURB AND GUTTER) (08-82)
GEORGIA CONSTRUCTION STANDARDS
REVISION
REVISION SUMMARY
03-
DRAWING NO.DATE DATE DRAWING NO. REVISION
REVISION DATES
2/4/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
03-0001.dgn
11:48:27 AM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
0001
ARC DRIVEWAY CONNECTION
INSTRUCTIONS THEREON.
COLOR TOLERANCE LIMITS SHOWN ON THE APPROPRIATE HIGHWAY COLOR TOLERANCE CHARTS ISSUED BY THE FHWA UTILIZING THE
OR EXCEED ASTM D 4956 SPECIFICATIONS FOR RETROREFLECTIVITY. SIGN COLORS SHALL BE MATCHED VISUALLY AND BE WITHIN THE
10.ALL SIGNS SHALL BE ON 5052-H38 FLAT ALUMINUM ALLOY (0.080 GAUGE THICKNESS) WITH ROUNDED CORNERS.ALL SIGNS SHALL MEET
9. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW REFLECTIVE SHEETING SHALL BE USED FOR ALL WARNING SIGNS.
SHALL HAVE TYPE 11 (VERY HIGH INTENSITY) REFLECTIVE SHEETING BACKGROUNDS OF THE APPROPRIATE COLOR.
SIGNS SPECIFICALLY LISTED ABOVE AND ALL REGULATORY SIGNS PLACED AS PART OF THE SCHOOL ZONE SIGNING
AND PEDESTRIAN CROSSING (W11-2 AND W11A-2) SIGNS. SIGNS WITHIN THE SAME ASSEMBLY AS THE SCHOOL ZONE,
(S1-1, S2-1, S3-1, S4-3, AND THE TOP PORTION OF THE S5-1) SIGNS, BICYCLE CROSSING (W11-1) SIGNS,
8. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW GREEN REFLECTIVE SHEETING SHALL BE USED FOR SCHOOL ZONE
R1-3P, R5-1, R5-1A, R5-1B).
7. TYPE 11 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL RED SERIES SIGNS (R1-1, R1-2,
OR CLASS 2 ADHESIVE BACKING IS PERMISSIBLE.
REFLECTORIZED BACKGROUNDS EXCEPT AS SPECIFIED BELOW OR SPECIFIED OTHERWISE IN THE PLANS.EITHER CLASS I
6. TYPE 9 ( VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL STANDARD HIGHWAY SIGNS REQUIRING
ADVISORY NAME BLADES, WHICH SHALL HAVE FLUORESCENT YELLOW/GREEN COLOR AND TYPE 11 SHEETING.
5. ALL SIGNS SHALL HAVE TYPE 11 RETROREFLECTIVE SHEETING EXCEPT SCHOOL RELATED SIGNS, WITH THEIR REQUIRED PLAQUES AND
4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED.
SPECIFICATIONS AND/OR SPECIAL PROVISIONS.
3. ALL INSTALLATION MATERIALS AND METHODS SHALL COMPLY WITH THE CURRENT GEORGIA DEPARTMENT OF TRANSPORTATION STANDARDS AND
AND ANY APPLICABLE CITY OF ROSWELL STANDARDS.
2. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,(MUTCD), LATEST EDITION,
1. ALL ITEMS NECESSARY FOR COMPLIANCE WITH THESE REQUIREMENTS SHALL BE INCLUDED IN THE PRICE BID FOR THE SPECIFIC ITEM.
STANDARD SIGNS GENERAL NOTES
ITEMS WILL NOT BE ALLOWED WITHIN THE PROJECT LIMITS.
7. PAYMENT FOR ALL REMOVALS SHALL BE INCLUDED IN THE OVERALL BID PRICE FOR GRADING COMPLETE.
6. THE CONTRACTOR SHALL DISPOSE OF ALL GUARDRAIL, WOOD STRAIN POLES, AND SIGNS ONCE THEY HAVE BEEN REMOVED. BURIAL OF THESE
OR AS DIRECTED BY THE ENGINEER.
5. ALL EXISTING WATER, SANITARY SEWER PIPE AND OTHER UTILITIES SHALL BE RETAINED UNLESS OTHERWISE NOTED ON PLANS
DURING CONSTRUCTION.
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY RESULTING BROKEN WATER, SANITARY SEWER PIPE OR OTHER UTILITIES
3. ALL TRAFFIC CONTROL MUST FOLLOW MUTCD PART 6 "TEMPORARY TRAFFIC CONTROL."
2. ALL CONSTRUCTION WILL BE ACCOMPLISHED UNDER TRAFFIC UNLESS SPECIFIED OTHERWISE.
1. A NOTICE OF INTENT IS NOT REQUIRED FOR THIS PROJECT.
GENERAL NOTES
SERVICE
COMMUNICATIONS
AGL RESOURCES NATURAL GAS
COBB EMC ELECTRICITY
COMCAST COMMUNICATIONS
CHARTER COMMUNICATION COMMUNICATIONS
FULTON COUNTY WATER & SEWER
ELECTRICITY
JIMMY PRICE (404) 597-2712
TRAFFIC SIGNALS
CHRISTOPHER BATES
UTILITY OWNER
AT&T
GEORGIA POWER
ROSWELL D.O.T.
CONTACT NUMBERS
24-001 to 24-003
24-001 to 24-003
24-001 to 24-003
24-001 to 24-003
JOE ORDWAY (706) 701-6078
ABUL HOWLADER (404) 612-7537
NATHAN SUTTON (678) 898-0455 24-001 to 24-003
JOHN GAY (404)291-0622
24-001 to 24-003 DERRICK CROWDER (678) 639-7546
ROBERT STACHLER24-001 to 24-003
24-001 to 24-003
SHEET NUMBERS
2. ALL WATER VALVES, WATER METER BOXES AND SEWER MANHOLES SHALL BE ADJUSTED TO THE PROPOSED GRADE.
BY THE CONTRACTOR BEFORE CONSTRUCTION.
1. A FIELD VERIFICATION OF HORIZONTAL AND VERTICAL ALIGNMENTS OF EXISTING WATER AND SEWER LINES SHALL BE PERFORMED
UTILITIES GENERAL NOTES
CLEANING AND REPLACEMENT OF EXISTING SIGNS SHOULD THESE SIGNS NEED CLEANING, REPAIR OR REPLACEMENT DURING CONSTRUCTION.
14. ALL SIGNS SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED ON PLANS.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF EXISTING TRAFFIC CONTROL SIGNS THROUGHOUT CONSTRUCTION. THIS INCLUDES
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL SIGNS/POSTS/PAVEMENT MARKINGS THAT ARE DUPLICATED OR
CONTRARY TO THESE PLANS.
WITHIN THE LIMITATIONS OF THE MUTCD, CURRENT EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR WITHOUT
PRIOR APPROVAL FROM CITY OF ROSWELL DEPARTMENT OF TRANSPORTATION.
11. SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET FIELD CONDITIONS WHERE NECESSARY, BUT SHALL BE
STANDARD SIGNS GENERAL NOTES (CONT’D)
GENERAL NOTES
04-
WARNING TILE.
8. WARNING SURFACES FOR RAMPS SHALL BE FEDERAL STANDARD 595 COLOR FS 20109 (DARK RED IN COLOR), CAST-IN-PLACE DETECTABLE
TOTAL PROJECT AREA = 0.37 ACRES
9. TOTAL DISTURBED AREA = 0.37 ACRES
ARC DRIVEWAY CONNECTION
0001
REVISION DATES
3/29/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
04-0001.dgn
4:47:58 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
TYPICAL SECTIONS
05-
REVISION DATES
4/3/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
05-0001.dgn
3:45:08 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
ARC DRIVEWAY CONNECTION
0001
Profile Grade
2%
10’-0"
Travel Lane Travel Lane
10’-0"
2:1
MAX
2:1 MAX
2%2%
2:1
MAX
2:1 MAX
CL
2’-0"
2%
A
B
C
2’-0"2’-0"
2’-0"
Profile Grade
2%
Travel Lane
2%
5’-0"
Sidewalk
10’-0"
2’-0"
2’-0"
Travel Lane
2:1 MAX
2%2%
2’-0"
2’-0"
10’-0"
CL
STA 101+80 TO 102+96
TYPICAL SECTION 3
TYPICAL SECTION 1
Profile Grade
2%
10’-0"
Travel Lane Travel Lane
10’-0"
2:1
MAX
2:1 MAX
2%2%
2:1
MAX
2:1 MAX
5’-0"
Sidewalk
CL
2’-0"
2%
2’-0"2’-0"
2’-0"
TYPICAL SECTION 2
STA 102+96 TO STA 103+50
STA 100+60 TO 101+80
STA 103+50 TO 104+20.77
STA 100+00 TO 100+60
F
D
E
N.T.S.
A
B
C
D
E
F
1.5" RECYCLED ASPH. CONC. 9.5MM SUPERPAVE, TYPE II, GP 2 ONLY, INCL BITUM MATL AND H LIME (165 LB/SY)
2" RECYCLED ASPH. CONC. 19MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LB/SY)
8" GRADED AGGREGATE BASE
GRAVITY WALL, GA. STD. 9031L
6" CONC. SIDEWALK
2:1
MAX
G
G 6"X24", TP2, CURB & GUTTER
HANDRAIL FOR RETAINING WALL, GA. STD. 9031R, BLACK PAINT
SUMMARY OF QUANTITIES
SUMMARY QUANTITIES
06-
GRADING COMPLETE
CONCRETE CURB & GUTTER
SURFACING QUANTITES
ITEMSUNIT
LOCATION SIDE
PIPE HANDRAIL FOR RETAINING WALLGA. STD. 9031R
LIN. FT.
LOCATION
CONCRETE RETAINING WALL
SI
DE
SEE GA. STD. 9031-L
FOR CLASS "B" CONCRETE.
ALL COST FOR THE CONSTRUCTION OF THE RETAINING
WALL INCLUDING MATERIALS, LABOR & EQUIPMENT
QUANTITY
CU. YD.
LI
N.FT.
SHALL BE INCLUDED IN THE QVERALL BID PRICE
FLD. END
SECTION
GA. STD. GA. STD.
LIN. FT. EACH EACH
DRAINAGE SUMMARY *
* ALL STORM DRAIN PIPES SHALL BE CONCRETE.
STORM DRAIN PIPE
CONCRETE SIDEWALK, 6 IN
6 IN, TYPE 2, STD. 9032-B
BITUM TACK COAT
RECYCLED ASPH CONC, 9.5MM SUPERPAVE, TYPE II, GP 2 ONLY, INCL BITUM MATL AND H LIME
RECYCLED ASPH CONC, 19MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME
GRADED AGGREGATE BASE COURSE
TOT
ALS
RO
AD
WA
Y
TON
TON
TON
GAL
THERMOPLASTIC TRAFFIC STRIPE
DESCRIPTION UNIT QUANTITY
DESCRIPTION UNIT QUANTITY
EROSION CONTROL QUANTITIES
TN
AC
AC
LF
LF
87
115
475
53
LF 418
LF 639
LF 21
LF 88
5" SOLID WHITE
5" SOLID YELLOW
24" SOLID WHITE
8" SOLID WHITE
838 LF
412 SYTOTAL
TOTAL
TOTAL LUMP SUM
TEMPORARY SILT FENCE, TYPE C 824
MAINTENANCE OF SILT FENCE, TYPE C 412
MULCH 27
TEMPORARY GRASSING 1
PERMANENT GRASSING 1
DESCRIPTION UNIT QUANTITY
26
59
2
SF
LF
EA
SIGNING AND MARKING QUANTITIES
PAVEMENT MARKING, HANDICAP SYMBOL
GALV STEEL POSTS, TP 7
REFL SHEETING, TP 3HIGHWAY SIGNS, TP 1 MATL,
115
AV
G
HEI
GHT
6.5’ RT 77 STA 101+80 TO STA 102+96
STA 101+80 TO STA 102+96 RT 115
TOTAL LUMP SUM
MAINTENANCE OF TRAFFIC
CATCH
BASIN
1033D
2
DESCRIPTION
12" RCP
18" RCP 29
CATCH BASIN, GP 1
1
17
FLARED END SECTION, 18"
1120
TOTAL LUMP SUM
BIORETENTION AREA
10 SYTOTAL
STONE DUMPED RIP RAP, TP 3, 18 IN
DESCRIPTION UNIT QUANTITY
EA
EA
EA
1
10
2
DRAINAGE QUANTITIES
PLASTIC FILTER FABRIC
MAINTENANCE OF INLET SEDIMENT TRAP
SY
CONSTRUCT AND REMOVE INLET SEDIMENT TRAP
RECONSTRUCT JUNCTION BOX
6
REVISION DATES
4/3/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
06-0001.dgn
3:46:25 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
ARC DRIVEWAY CONNECTION
0001
13-
CONSTRUCTION PLANREVISION DATES
4/3/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
13-0001.dgn
3:48:23 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
20
SCALE IN FEET
0 40 80
ARC DRIVEWAY CONNECTION
0001
TIE TO EXISTING SIDEWALK
TIE TO EXISTING SIDEWALK
STA 101+72.72 TO STA 102+93.75
REMOVE CONCRETE BLOCK WALL
15’R
TIE TO EXISTING PAVEMENT
TIE TO EXISTING PAVEMENT
GDOT STANDARD A-4
TYPE B RAMP
GDOT STANDARD A-3
GDOT STANDARD A-4
TYPE A RAMP
GDOT STANDARD A-3
GRADE TO DRAINCURVE #1
CURVE #2
CURVE #3
R= 230.00
L= 74.36
T= 37.51
E= 2241526.7202
N= 1462698.2021
PI Sta= 100+81.44
Curve# 1
R= 512.00
L= 100.18
T= 50.25
E= 2241534.2129
N= 1462920.0331
PI Sta= 103+02.74
Curve# 2
R= 180.00
L= 41.30
T= 20.74
E= 2241550.5520
N= 1462989.9958
PI Sta= 103+74.27
Curve# 3
19.0’ RT
STA 102+96.00
END HANDRAIL, GDOT STD 9031R
END WALL
19.0’ RT
STA 101+80.00
BEGIN HANDRAIL GDOT STD 9031R
BEGIN WALL
RELOCATE SIDEWALK
REMOVE SIDEWALKREMOVE SIDEWALKDRIVEWAY TO NEW DRIVEWAY
REMOVE SIDEWALK FROM GRAVEL
R 15’
REMOVE WOODEN DECK
REMOVE WOODEN STEPSREMOVE SIDEWALK
R 5’
R 15’
R 12’
TIE TO ENTRANCE
R 4’
TP 3, 18 IN
STONE DUMPED RIP-RAP
TIE TO EXISTING SIDEWALK
GDOT STANDARD A-4
TYPE A RAMP
GDOT STANDARD A-3
REMOVE PIPE
PC 100+43.93
100+00
PI 100+00.00
102+00
103+00
104+00
104+21
PI 100+81.44
101+00
PT 101+18.30
PC 102+52.49
PI 103+02.74
PT 103+52.67
PC 103+53.53
PI 103+74.27
PT 103+94.83
PI 104+20.77
E 2241549.9736
N 1462620.1530
STA 100+00.00
BEGIN PROJECT
E 2241550.5520
N 1463036.6813
STA 104+20.77
END PROJECT
GA
TE
18"
CM
P
INV.
OU
T: 1034.7
1
TO
P: 1039.5
7
YI (2945)
24"
HD
PE
INV.: 1038.2
7
18"
CM
P
RIP-
RA
PE
DG
E
OF
RIP-
RA
PE
DG
E
OF
INV.: 1037.7
0
RIP-
RA
PE
DG
E
OF
RIP-
RA
PE
DG
E
OF
RIP-
RA
PE
DG
E
OF
RIP-
RA
PE
DG
E
OF
INV.: 1032.5
8
18" CMP
INV.
OU
T: 1034.5
8
TO
P: 1037.8
8
YI (2170)
RIP-
RA
PE
DG
E
OF
10"
HDPE
10"
PVC
2 - 6"
PIP
ES
INV.
OU
T: 1013.8
1
INV.
OU
T: 1014.2
9
TO
P: 1016.5
1
YI (1542)
JB
JB
TO
P 1033.0
7IN 1028.0
OU
T 1028.0
JB
JB
TO
P 1039.8
2IN 1037.3
OU
T 1030.8
MAIN POWERUNDERGROUND
LO
CA
L
PO
WE
RU
ND
ER
GR
OU
ND
MAIN
PO
WE
RU
ND
ER
GR
OU
ND
LOCAL POWERUNDERGROUND
~G
RA
VE
L~
EDGE OF GRA
VEL
SK
AT
E
PA
RK
AR
EA
LOCAL UNDERGROUND POWER
MAIN POWER UNDERGROUND
12"C
MP
12"CMP
12"CMP
OU
T 1027.7
TO
P 1029.8
2
YA
RD
DR
AIN
RIP-
RA
PE
DG
E
OF
LO
CA
L
UN
DE
RG
RO
UN
D
PO
WE
R
LOCAL UNDERGROUND POWER
SO
CC
ER
FIE
LD
SO
CC
ER
FIE
LD
GA
TE
LP-
2
LP
LP
LP
18"
RC
P
12" RCP
B-0
B-1 A-0
A-1
MAINLINE PROFILE
15-
REVISION DATES
3/29/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
15-0001.dgn
4:52:22 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
5
VERTICAL SCALE IN FEET
0 10 20
ARC DRIVEWAY CONNECTION
000120
HORIZONTAL SCALE IN FEET
0 40 80
50.00 VC
K = 8.59
K = 9.92
60.00 VC
7.52%
1.70%
1.47%0.52%
PVI 100+00.00
PVI EL=1025.00
1015
1020
100+00
1025
1030
1035
1040
1045
5.10%
STA 100+00.00
BEGIN PROJECT
101+00 102+00 103+00 104+00
PVI 101+00.00
PVI EL=1030.10
PV
C 101+10.43
PV
C EL=1030.78
6.51%
120.00 VC
K = 20.02
EXISTING GROUND
105+00
1015
1020
1025
1030
1035
1040
1045
PVI 101+70.43
PVI EL=1034.69
PVT 102+30.43
PVT EL=1034.99
PVI 102+31.00
PVI EL=1035.00
PV
C 102+42.00
PV
C EL=1035.16
PVI 102+72.00
PVI EL=1035.60
PVT EL=1037.86
PVT 103+02.00
PV
C 103+05.52
PV
C EL=1038.12
PVI 103+30.52
PVI EL=1040.00
PVT 103+55.52
PVT EL=1040.42
PROPOSED GROUND
STA 104+20.77
END PROJECT
PVI 104+20.77
PVI EL=1041.53
RGM
DRAINAGE PROFILES
22-
A SYSTEM B SYSTEM
1025
1030
1035
1040
1045
10501050
1025
1030
1035
1040
1045
10501050
0+00 1+00
IN
V
OUT = 1034.75
HT = 6.0’
TOP = 1040.08
ST
A 103+27.67, 13.69’
RT
GA ST
D. 1033
D
PR
OP
CAT
CH
BASI
N
IN
V
OUT = 1032.34
ST
A 103+20.35, 39.28’
RT
GA ST
D. 1120
PR
OP FL
ARE
D E
ND SE
CTI
ON
PROPOSED GRADE
EXISTING GRADE
27 LF 18" RCP @ 9.6%
REVISION DATES
4/3/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
22-0001.dgn
3:53:50 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
ARC DRIVEWAY CONNECTION
0001
5
VERTICAL SCALE IN FEET
0 10 20
20
HORIZONTAL SCALE IN FEET
0 40 80
RIP RAP8.4 SY 18" TP3
B-1 B-0
1025
1030
1035
1040
10451045
1025
1030
1035
1040
10451045
0+00 1+00 2+00
A-1
IN
V
OUT = 1028.37
HT = 4.33’
TOP = 1032.04
ST
A 101+24.22, 13.67’
RT
GA ST
D. 1033
D
PR
OP
CAT
CH
BASI
N
A-0
EXISTING 12" CMP @ 2.4% 16 LF 12" RCP @ 2.4%
IN
V
OUT = 1028.00
ST
A 101+07.42, 17.90’
RT
EXIST J
UN
CTI
ON
BO
XPROPOSED GRADE
EXISTING GRADE
CROSS SECTIONS
23-
10
SCALE IN FEET
0 20 40
SUXSEW
REVISION DATES
3/29/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
23- No CUT wall.dgn4:54:48 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
1010
1020
1030
1040
1050
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
100+00
1010
1020
1030
1040
10501010
1020
1030
1040
1050
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
100+20
1010
1020
1030
1040
10501010
1020
1030
1040
1050
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
100+40
1010
1020
1030
1040
10501010
1020
1030
1040
1050
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
100+60
1010
1020
1030
1040
1050
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0% 2.0%
2.0%
2.0%
2.0% 3:1
3:1
3:1
3:1
1025.00
1025.80
1026.75
1027.85
1025.0
0
TIE TO EXISTING PAVEMENT
TIE TO EXISTING PAVEMENT
TIE TO EXISTING PAVEMENT
ARC DRIVEWAY CONNECTION
0001
-14.59
-15.86
23.00
-15.86
1025.0
0
1025.0
0
1026.2
9
1027.3
2
1025.5
9
CROSS SECTIONS
23-
10
SCALE IN FEET
0 20 40
SUXSEW
REVISION DATES
4/3/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
23- No CUT wall.dgn3:54:42 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
1010
1020
1030
1040
1050
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
100+80
1010
1020
1030
1040
10501010
1020
1030
1040
1050
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
101+00
1010
1020
1030
1040
10501010
1020
1030
1040
1050
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
101+20
1010
1020
1030
1040
10501020
1030
1040
1050
1060
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
101+40
1020
1030
1040
1050
1060
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
3:1
3:1
3:1
3:1
1028.93
1030.00
1031.33
1032.75
-15.78
-48.75
TIE TO TENNIS COURT ENTRANCE
-43.47
ARC DRIVEWAY CONNECTION
0002
-14.04
22.86
20.70
23.90
30.40
3:1
3:1
3:1
1029.0
5
1030.0
9
1030.7
9
1032.9
5
2.0% 14.0%
TIE TO TENNIS COURT ENTRANCE
CROSS SECTIONS
23-
10
SCALE IN FEET
0 20 40
SUXSEW
REVISION DATES
4/3/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
23- No CUT wall.dgn3:55:16 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
1020
1030
1040
1050
1060
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
101+60
1020
1030
1040
1050
10601020
1030
1040
1050
1060
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
101+80
1020
1030
1040
1050
10601020
1030
1040
1050
1060
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
102+00
1020
1030
1040
1050
10601020
1030
1040
1050
1060
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
102+20
1020
1030
1040
1050
1060
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2:11034.25
1035.16
1035.50
1035.83
-36.45
-31.77
-28.24
-25.16
ARC DRIVEWAY CONNECTION
0003
26.01
3:1
3:1
3:1
3:1
1034.1
0
1035.1
3
1034.9
2
1035.0
0
TIE TO TENNIS COURT ENTRANCE
CROSS SECTIONS
23-
10
SCALE IN FEET
0 20 40
SUXSEW
REVISION DATES
3/29/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
23- No CUT wall.dgn4:55:51 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
1020
1030
1040
1050
1060
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
102+40
1020
1030
1040
1050
10601020
1030
1040
1050
1060
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
102+60
1020
1030
1040
1050
10601020
1030
1040
1050
1060
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
102+80
1020
1030
1040
1050
10601020
1030
1040
1050
1060
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
103+00
1020
1030
1040
1050
1060
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
3:13:1
1036.25
1036.75
1037.50
1038.50
-21.30
-18.59
3:1
-15.50
ARC DRIVEWAY CONNECTION
0004
-14.61
40.78
3:1
3:1
1035.0
3
1035.3
9
1035.9
8
1036.9
6
CROSS SECTIONS
23-
10
SCALE IN FEET
0 20 40
SUXSEW
REVISION DATES
3/29/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
23- No CUT wall.dgn4:56:05 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
1010
1020
1030
1040
1050
1060
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
103+20
1010
1020
1030
1040
1050
10601010
1020
1030
1040
1050
1060
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
103+40
1010
1020
1030
1040
1050
10601020
1030
1040
1050
1060
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
103+60
1020
1030
1040
1050
10601020
1030
1040
1050
1060
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
103+80
1020
1030
1040
1050
1060
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
3:1
3:1
3:1
3:1
3:1
3:1
3:1
1039.49
1040.25
1040.53
1040.70
TIE TO EXISTING SIDEWALK
TIE TO EXISTING SIDEWALK
TIE TO EXISTING PAVEMENT
ARC DRIVEWAY CONNECTION
0005
-15.28
-17.05
22.38
-17.44
15.88
-17.95
39.24
1037.0
8
1039.9
4
1040.3
5
1040.8
2
CROSS SECTIONS
23-
10
SCALE IN FEET
0 20 40
TIE TO EXISTING PAVEMENT
SUXSEW
REVISION DATES
3/29/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
23- No CUT wall.dgn4:56:23 PM
7/31/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
1020
1030
1040
1050
1060
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
104+00
1020
1030
1040
1050
10601020
1030
1040
1050
1060
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
104+20
1020
1030
1040
1050
10601020
1030
1040
1050
1060
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140
104+21
1020
1030
1040
1050
1060
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
3:1
3:1
3:1
1041.00
1041.51
1041.53
1041.0
0
1041.5
1
1041.5
3
TIE TO EXISTING PAVEMENT
TIE TO EXISTING PAVEMENT
ARC DRIVEWAY CONNECTION
0006
-15.85
-16.53
-16.46
1041.5
1
1041.5
3
1041.5
1
1041.5
3
SIGNING AND MARKING PLANS
26-
STA 100+35.00, 14’ LT
R1-1 (30"X30")
STA 103+69.00, 14’ RT
R1-1 (30"x30")
5" SOLID DOUBLE YELLOW THERMOPLASTIC
CROSSWALK
GDOT DETAIL T-11A
THERMOPLASTIC (TYP)
24" SOLID WHITE
GDOT DETAIL T-18GDOT DETAIL T-18
STA 100+65.16, 26.5’ RT
D9-6 (24"x24")
STA 100+65.16, 42.7’ RT
D9-6 (24"x24")
STA 100+80.00, 19’ RT
R2-1 (24"x30"), 15 MPH
STA 103+55.00, 14’ LT
R2-1 (24"x30"), 15 MPH
5" SOLID WHITE THERMOPLASTIC (TYP)
ERADICATE EXISTING STRIPING
ST
OP
STOP
SP
EE
DLIM
IT
15
SP
EE
D
LIM
IT
15
REVISION DATES
4/3/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
26-0001.dgn
3:56:32 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
20
SCALE IN FEET
0 40 80
ARC DRIVEWAY CONNECTION
0001
PC 100+43.93
100+00
PI 100+00.00
102+00
103+00
104+00
104+21
PI 100+81.44
101+00
PT 101+18.30
PC 102+52.49
PI 103+02.74
PT 103+52.67
PC 103+53.53
PI 103+74.27
PT 103+94.83
PI 104+20.77
E 2241549.9736
N 1462620.1530
STA 100+00.00
BEGIN PROJECT
E 2241550.5520
N 1463036.6813
STA 104+20.77
END PROJECT
18"
RC
P
12" RCP
B-0
B-1 A-0
A-1
LP
18"
CM
P
INV.
OU
T: 1034.7
1
TO
P: 1039.5
7
YI (2945)
24"
HD
PE
INV.: 1038.2
7
18"
CM
P
INV.: 1037.7
0
INV.: 1032.5
8
18" CMP
PA
DT
RA
NS
FO
RM
ER
INV.
OU
T: 1034.5
8
TO
P: 1037.8
8
YI (2170)
10"
HDPE
10"
PVC
2 - 6"
PIP
ES
INV.
OU
T: 1013.8
1
INV.
OU
T: 1014.2
9
TO
P: 1016.5
1
YI (1542)
TW:1018.28 TW:1018.29
TW:10
16.0
5
TW:1017.7
0
TW:1017.63TW:1017.6
9
DW
CB
TO
P 1046.8
1O
UT 1042.8
JB
JB
TO
P 1033.0
7IN 1028.0
OU
T 1028.0
JB
JB
TO
P 1039.8
2IN 1037.3
OU
T 1030.8
LP-
2
LP
LP
CP
ED
12"C
MP
12"CMP
12"CMP
TRENCH DRAIN
OU
T 1027.7
TO
P 1029.8
2
YA
RD
DR
AIN
LP-
2
LP
LP
MA
RK
ER
FIB
ER
OP
TIC
LP
RETAINING WALL ENVELOPES
31-
1025
1030
1035
1040
10451045
1025
1030
1035
1040
10451045
101+00 102+00 103+00
EXISTING GROUND
EL. 1035.97
STA 101+80.00
GRAVITY WALL
GA STD 9031L
BEGIN WALL #2
EL. 1030.00
BOTTOM OF WALL
FILL
3:1
FILL
3:1
REVISION DATES
3/29/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
31-0001.dgn
4:57:24 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
ARC DRIVEWAY CONNECTION
0001200 40 80
EL. 1038.70
STA 102+96.00
END WALL #2
EL. 1031.98
5
VERTICAL SCALE IN FEET
0 10 20
HORIZONTAL SCALE IN FEET
FILL WALL
CONCRETE GRAVITY WALL
HANDRAIL, GA STD 9031R
SPECIAL CONSTRUCTION DETAIL
38-
REVISION DATES
4/2/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
38-0001.dgn
11:38:10 AM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
10
SCALE IN FEET
0 20 40
ARC DRIVEWAY CONNECTION
0001
SPECIAL CONSTRUCTION DETAIL
38-
REVISION DATES
4/2/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
38-0002.dgn
9:05:13 AM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
ARC DRIVEWAY CONNECTION
0002
BIORETENTION WITH UNDERDRAIN
3"-4" FINE SHREDDED
HARDWOOD MULCH OR
SHREDDED HARDWOOD CHIPS
NATIVE PLANTS
SCARIFY BOTTOM
6" - #57
WASHED STONE
9" MAXIMUM PONDING DEPTH
(WATER ELEV. 1015.50)
PRACTICE TO DRAIN IN LESS
THAN 48 HOURS
PROTECT FROM
SOIL COMPACTION
DURING CONSTRUCTION
2" #8 WASHED
CHOKER STONE
18"
PLANTING MEDIA
SEE NOTES FOR
SOIL MIX SPECS
EXISTING YARD INLET TO BE CONVERTED
TO WEIR TOP INLET OVERFLOW
STRUCTURE
ELEVATION = 1015.75
10" PVC INV IN. : 1012.33
10" PVC INV IN. : 1012.53
10" HDPE INV IN. : 1012.50
25-YEAR PONDING ELEVATION : 1014.82
100-YEAR PONDING ELEVATION : 1014.85
BIORETENTION AREA
FILTER STRIP FOR SHEET FLOW ENTERING
HAVE ENERGY DISSIPATION OR A GRASS 2.
MAXIMUM 3:1 SIDE SLOPES1.
NOTES TO DESIGNERS:
6" DIAMETER
PERFORATED PVC PIPE
ELEV. : 1014.75
ELEV.: 1012.58
TOP OF BANK ELEV = 1016.00
Existing 109 LF -
15" CMP @ 0.7%
INV. OUT: 1011.83
3:1 SLOPES
FILTER FABRIC
16"
16" MAX
FOUNDATION BACKFILL
GDOT SPECIFICATION 207
STEPS (SEE DETAIL)
EXISTING 5’ CONCRETE
SIDEWALK
18" PLANTING MEDIA
SEE NOTES FOR SOIL MIX SPECS
BMP LOCATION DETAILS
54-
Ds3
Ds3
Ds2
Ds 1
Ds2
Ds 1
REVISION DATES
4/3/2019
eshaw
GPLOT-V8
gplotborder-V8i-PO.tbl
54-0001.dgn
3:59:39 PM
GPLN10/23/2015
DRAWING No.CHECKED:
BACKCHECKED:
CORRECTED:
VERIFIED:
DATE:
DATE:
DATE:
DATE:
P.I. No.
20
SCALE IN FEET
0 40 80
ARC DRIVEWAY CONNECTION
0001
PC 100+43.93
100+00
PI 100+00.00
102+00
103+00
104+00
104+21
PI 100+81.44
101+00
PT 101+18.30
PC 102+52.49
PI 103+02.74
PT 103+52.67
PC 103+53.53
PI 103+74.27
PT 103+94.83
PI 104+20.77
E 2241549.9736
N 1462620.1530
STA 100+00.00
BEGIN PROJECT
E 2241550.5520
N 1463036.6813
STA 104+20.77
END PROJECT
CU
RB
6"
HE
AD
ER
DW
CB
TO
P 1046.8
1O
UT 1042.8
JB
~G
RA
VE
L~
EDGE OF GRA
VEL
LP-
2
LP
LP
LP
18"
RC
P
12" RCP
B-0
B-1 A-0
A-1
STATE PROJECT NUMBER
GA.
NO.
SHEET
SHEETS
TOTAL
VA
RIE
S
20’20’20’20’20’20’ MAXIMUM
60’ MAXIMUM
�" EXP. JT.
�" RADIUS JOINT
�" EXP.
JOINT
CONTRACTION
JOINT
CONTRACTION
CONCRETE SIDEWALK DETAILS
PLAN VIEW
VARIABLE VAR.
4"
4"
TYPICAL LOCATIONS FOR CURB CUT RAMPS - PLAN VIEW
LINES
CROSSWALK
PAVEMENT EDGEMIN.
4’
MIN.
4’
4’ MIN.
DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA
RE
VISIO
ND
AT
E
LINES
CROSSWALK
5’ MIN. 2’-0" MIN.
NO SCALE
5’-
0"
MIN.
SIDEWALKSIDEWALK
SIDEWALK
AT STRUCTURES
�" EXP. JT. TYP.
SI
DE
WAL
K
MA
X
MA
X
LA
NDI
NG
RA
MP
FL
ARE
D
SI
DES
90°
CL
1:10
max
.
.
.
.
.
.
.
.
. .
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
Normal Gutter Slope
Normal Gutter Slope
SECTION E-E CURB TRANSITION
SAME WIDTH AS
SIDEWALK
CURB
GUTTER
MA
X.
E E
PLAN VIEW
F F
JOINT
CONSTR.
SECTION F-F
VA
R.
SAME WIDTH
AS SIDEWALK
4" MIN.
VAR. 6"VAR. 6"
4" CONC.
SL
OP
E: 12:1
JOINT
�" EXP.
TO 12"
48" MIN.
TO 12"
SIDEWALK
Type A Type B Type D
Type C
6’ min
5’ min
6’ min
Varies
Varies
Varies
Landing
Area
Ramp
Ramp
1:12 Max Slope
1:12 Max Slope
Normal G
utter
Slope
Normal G
utter
Slope
Landing
AreaLanding Area
Landing
Area
5’ min
Ramp
5’ min
12:1 Max Slope
12:1 Max SlopeRa
mp
5’ min
5’ Min2’ Min
60" Minimum
60" Desirable
CONCRETE SIDEWALK
RADII CURBS.
CROSSWALK LINE - OR FOR TIGHT
TO OBTAIN 4’ MIN. OFFSET FROM
BE INCREASED, AS NECESSARY,
MINIMUM WIDTH OF 5’ MAY
INTO THE REQUIRED LEVEL LANDING AREA
BY THE ENGINEER SO AS NOT TO ENCROACH
AS SHOWN IN THE PLANS OR AS DIRECTED
BACK OF SIDEWALK MUST BE LOCATED
WITH GRASS STRIP
ALTERNATE SECTION
WITHOUT GRASS STRIP
ALTERNATE SECTION
Skewed Ramp Details
of Ra
mp
Botto
m
(Applies to Type A & Type D Ramps Only)
TO THE RAMP CENTERLINE.
BOTTOM OF RAMP SHALL BE PERPENDICULAR
the required landing area.
so as not to encroach into
or as directed by the Engineer
located as shown in the plans
Back of sidewalk shall be
RESUMED AT A SIMILAR DISTANCE BEYOND THE RAMP.
A FLAT GUTTER SLOPE. NORMAL GUTTER SLOPE SHALL BE
FEET FROM THE RAMP AND BEGIN TRANSITION TO
END NORMAL GUTTER SLOPE AT A DISTANCE OF 6 TO 10
IN AREAS WHERE THE GUTTER HAS A SLOPE 1" IN 1’
THER
E WILL BE
NO S
EPAR
ATE
PAYM
ENT
CURB M
AY B
E INTE
GRAL OR
HEAD
ER T
YPE
THER
E WILL BE
NO S
EPAR
ATE
PAYM
ENT
CURB M
AY B
E INTE
GRAL O
R HE
ADER T
YPE
MARCH 12, 2002RE
VIS
ED
3-28-02
4-3-02
CURB CUT (WHEELCHAIR) RAMPS
CONCRETE SIDEWALK DETAILS
SPECIAL DETAIL
square yards shall be interpreted to mean linear meters and square meters.
4"=100mm, and 12" or 1’ =300mm. All measurement notes that refer to linear feet and
metric units using the following " Rounded-Off" conversion factors: 1" =25mm,
The dimensions shown that are in feet and inches may be converted to corresponding
constructed in metric units, exact or precise conversion to metric units is not required.
When these details are incorporated into plans and or projects that are being prepared or
Guidelines For Usage On Metric Projects
RE
VIS
ED
RE
VIS
ED
4-11-02
SLOPE
NORMAL GUTTER
(8.33% max)
WCR GRADE
RAMP
GUTTER AT
REQUIRED
OR LESS
SLOPE 2%
RE
VIS
ED
4-29-02
5-13-02
RE
VIS
ED
2% Or Less
Transition Gutter to
2% or Less
Transition Gutter to
2% or Less
Transition Gutter to
2% or Less
Transition Gutter to
2% or Less
Transition Gutter to
2% or Less
Transition Gutter to
GUTTER TRANSITION DETAILVAR.
4"
5’ MIN. 6’-0" DES.
WITH 6’ GRASS STRIP
PREFERRED SECTION
*
RE
VIS
ED
5-23-02
WITH THIS INSTALLATION
16’ SHOULDER RECOMMENDED
VARIABLE
7’ DES.
RE
VIS
ED
5-29-02
5’ MIN.
(MAILBOXS, SIGNS,ETC)
5’ MIN WIDTH WITH NO OBSTRUCTIONS
*
*
FOR SIDEWALK)
SHALL BE INCLUDED IN THE PRICE BID
REQUIRED FOR MAILBOX AND SIGN POST
(COST OF TEXTURE, COLORING & HOLES
ADJACENT TO THE CURB.
OF CONTRASTING COLOR & TEXTURE
7’ PREFERRED WIDTH WITH A 2’ AREA
at the top of a Type A Ramp)
is not available for a landing
(Normally used when space
ties directly into the crosswalk)
(Normally used when the sidewalk
Max
7-29-02
RE
VIS
ED
48" Minimum
RE
VIS
ED
2-10-03
GL
O
RE
VIS
ED
2-21-
03
MAX.SLOPE: 12:1
RE
V.
TR
UN
CA
TE
D
DO
MES
5-10-06
SLOPE 2% MAX
(MAY BE FLAT)
2% MAX
SLOPE:
SLOPE 2% MAX
(MAY BE FLAT)
2% MAX
SLOPE
(MAY BE FLAT)
2% MAX
SLOPE
GL
OR
EV.
SL
OP
ES
TO
PE
RC
EN
T
2% Max 2% Max
SI
DE
WAL
K
SI
DE
WAL
K
MA
X.
PROVIDED AT THE BOTTOM OF THE RAMP.
A LEVEL LANDING AREA WITH SLOPES LESS THAN 2% MUST BE
WHEN THE RAMP CENTERLINE IS NOT PERPENDICULAR TO THE CURB
TOWARDS GUTTER AT 2% MAX
SLOPE LOWER LANDING AREA
MA
X
2%
SIDEWALK
MIN.
24"
MIN.
24"
SLOPE: 2
%
SLOPE 2% MAX.
2%M
AX
2%M
AX
SL
OPE
1:12
MA
X
5’ MIN.
LANDING AREA VARIES
.
.
.
.
.
.
.
.
.
.
NUMBER
A3
This Detail Replaces Ga Standard 9031W
MA
X.
12:1
MAX.
2%
MA
X.
12:1
SI
DE
WAL
K
SI
DE
WAL
K
SIDEWALK
MAX.
2% SLOPE
MAX.
2% SLOPE
2% Max
2% Max
.
.
.
.
.
.
.
Ramp
Top of
5’ DES.
5’ Min
A 1:12 SLOPE
LENGHT REQUIRED FOR
6 feet
5 feet
4 feet
3 feet
2 feet
1 foot
HEIGHT
IN
DIFFERENCE
REQUIRED
LENGTH
A 1:10 SLOPE
LENGHT REQUIRED FOR
HEIGHT
IN
DIFFERENCE
REQUIRED
LENGTH
5 feet
4’-2"
3’-4"
2’-6"
1’-8"
10 inches
3’ MIN.
LANDING AREA VARIES
6 inches
5 inches
4 inches
3 inches
2 inches
1 inch
6 inches
5 inches
4 inches
3 inches
2 inches
1 inch
1:12
1:12
the back of the curb.
5 ft wide sidewalk with no offset to
3 ft. wide landing to be used only with a
MIN.
4’
6-18-09
PREVENT THE USE OF A RAMP 15 FEET LONG.
EXCEED 12:1 IF THE SITE CONDITIONS
EXCEED 15 FEET. THE RAMP SLOPE MAY
NOTE: THE RAMP LENGTH IS NOT REQUIRED TO
INTERVALS.
STRUCTURE OR TERMINATE AT CURB, RAMPS OR DRIVEWAYS AND AT 60’
C. �" EXPANSION JOINTS SHALL BE PLACED, WHERE SIDEWALK TIE INTO A
INTERVALS. ALL EDGES TO BE ROUNDED TO �" RADIUS.
B. TRANSVERSE CONTRACTION JOINTS SHALL BE PLACED AT 20 FT.
FLOATS AND STIFF-BRISTLE BROOMS.
A. CONCRETE TO BE PLACED 4" THICK AND FINISHED WITH TAMPS, WOOD
NOTES FOR CONCRETE SIDEWALK:
AADT OF 25 VPD.
STREETS, SIGNALIZED COMMERCIAL DRIVEWAYS, AND COMMERCIAL DRIVEWAYS WITH AN
8. DETECTABLE WARNING SURFACES ARE REQUIRED ON ALL INTERSECTIONS WITH PUBLIC
SEPARATE PAYMENT WILL BE MADE FOR REMOVAL OF THE PAVEMENT.
TO PROVIDE A MINIMUM THICKNESS OF 3 INCHES OF CONCRETE AT ALL LOCATIONS. NO
7. WHEN A CURB RAMP IS PLACED ON EXISTING PAVEMENT. THE PAVEMENT SHALL BE REMOVED
OR CURB WHERE NECESSARY FOR RAMP CONSTRUCTION.
NO ADDITIONAL PAYMENT WILL BE MADE FOR SAWING AND REMOVING EXISTING SIDEWALK
WILL INCLUDE RAMPS. NO ADDITIONAL PAYMENT WILL BE MADE FOR CURB RAMPS.
OF RAMPS. SQ. YDS. OF CONCRETE SIDEWALK AND CONCRETE MEDIAN PAVING
6. LIN. FT. OF CURB AND GUTTER WILL INCLUDE THE TRANSITIONED CURB IN FRONT
IS STEEPER THAN 12:1.
A MINIMUM OF 48 INCHES, AND NO SLOPE ON THE ACCESSIBLE PART OF THE RAMP
MODIFIED BY THE DESIGNER OR ENGINEER, PROVIDED THAT THE WIDTH REMAINS
SKEWED INTERSECTIONS, OR IN OTHER SPECIAL CASES, THE RAMP DESIGNS MAY BE
5. WHERE UTILITY STRUCTURES CONFLICT, WHERE SIDEWALK GEOMETRY VARIES, AT
TAPERS ARE MEASURED PERPENDICULAR TO THE RAMP AND NOT ALONG THE CURVE.
4. WHERE RAMPS ARE LOCATED IN RADII, THE DIMENSIONS SHOWN FOR RAMP WIDTHS AND
SHOULD BE LOCATED AT LEAST 10 FT. FROM RAMPS WHEN FEASIBLE.
3. DROP INLETS ARE NOT TO BE LOCATED DIRECTLY IN FRONT OF RAMPS. CATCH BASINS
TEXTURED FINISH.
THE SAME AS FOR CONCRETE SIDEWALK. RAMPS SHALL HAVE EITHER A ROUGH OR A
2. RAMPS WILL BE CONSTRUCTED FROM CONCRETE. SPECIFICATIONS FOR RAMPS WILL BE
DISABLED.
WHERE THE CURB WOULD OTHERWISE BE AN OBSTRUCTION TO THE PHYSICALLY
c) AT OTHER LOCATIONS SUCH AS HOSPITALS, NURSING HOMES, REST AREAS, ETC..
TURNOUTS OR AT INTERSECTIONS.
b) WHERE THE SIDEWALK, CONCRETE OR UNPAVED, IS INTERRUPTED BY THE CURB AT
a) AT ALL PEDESTRIAN CROSSWALKS WHERE CURB IS CONSTRUCTED OR REPLACED.
SPECIFY OTHERWISE.
1. CURB CUT RAMPS WILL BE LOCATED AS FOLLOWS UNLESS PLANS OR CONTRACT
NOTES FOR CURB CUT RAMPS:
1-1.5
%
DES
2%
MA
X
12:1
AD
DE
D
GE
N.
NO
TE
NO. 8.
AN
D
AD
DE
D 12:1
&
10:1 C
HA
RT.
1-1.5
%
DES
2%
MA
XSL
OPE
1-1.5
%
DES
2%
MA
XSL
OPE
DIAGONAL CURB RAMP
(Perpendicular)
(Parallel)
(Parallel) (Perpendicular)
CJ
B9-15-16
AD
DE
D
PE
RP.
OR
PA
RA
LL
EL
(The Preferred Ramp)
JOINT
CONTRACTION
TRANSVERSE
WILL BE MADE.
ADDITIONAL PAYMENT
CONCRETE. NO
TO PLACE ADDITIONAL
CONTRACTOR MAY ELECT
MIN
OR
CR
OS
S
ST
RE
ET
CURB
ONE WAY
TYPICAL LOCATION OF CROSSWALKS AND STOP BARS
50’MIN
MAJ
OR
CR
OS
S
ST
RE
ET
50’DOUBLE YELLOW LINE
MIN. DISTANCE OF SOLID
NO SIDEWALK
5’ MIN. WITH
5" SKIP WHITE
5" SKIP WHITE
5" SOLID WHITE
5" SOLID DOUBLE YELLOW
5" SOLID WHITE
5" SKIP WHITE
5" SOLID WHITE
5" SKIP YELLOW
5" SOLID WHITE
5" SKIP YELLOW
5" SOLID YELLOW
5" SKIP WHITE
5" SOLID WHITE
5" SKIP WHITE 5" SOLID WHITE
5" SKIP WHITE
25’
5" SOLID WHITE
5" SKIP YELLOW
5" SKIP WHITE
5" SOLID WHITE
5" SOLID WHITE
5" SKIP YELLOW
CROSSWALK DETAIL
TWO-WAY TRAFFIC WITH A REVERSIBLE CENTER LANE
TWO-WAY TRAFFIC WHERE MOTORISTS IN A SINGLE LANE ARE PERMITTED TO PASS
TWO-WAY TRAFFIC WHERE MOTORISTS IN A SINGLE LANE ARE NOT PERMITTED TO PASS
TWO-LANE, TWO-WAY TRAFFIC WITH PASSING PERMITTED
MULTI-LANE, TWO-WAY TRAFFIC WITH SINGLE LANE, TWO-WAY LEFT TURN CHANNELIZATION
ONE-WAY TRAFFIC WITH ADDED TURN LANES
4’ MIN.
PARALLEL WITH DIRECTION OF TRAVEL
NOTE: CROSS PATTERN LINES ARE ALWAYS
(2’ SEG., 6’ GAP)
5" SKIP WHITE
TP 2 ARROW, (TYP)
10’ 30’(TYP) (TYP)
TRAFFIC
TRAFFIC
24" SOLID WHITE (TYP)
GENERAL NOTES:
REVERSIBLE LANE SIGN OR SIGNAL SYSTEM REQUIRED
TRAFFIC
TRAFFIC
TRAFFIC
TRAFFIC
TRAFFIC
TRAFFIC
TRAFFIC
TRAFFIC
TRAFFIC
TRAFFIC
TRAFFIC
TRAFFIC
TRAFFIC
TRAFFIC
TRAFFIC
5" SOLID YELLOW
DIVIDED HIGHWAY WITH RAISED MEDIAN
(2’ SEG., 6’ GAP)
5" SKIP WHITE
TRAFFIC
TRAFFIC
TRAFFIC
TRAFFIC
L/2 L/2 L/2 L/2
*
5’
8" SOLID WHITE
(TYP)
24" (TYP)
8"GAP
*
5’
*
5’
*
5’
OR WHERE LANE LINES HAVE BEEN OMITTED
USE WHERE THE LANE WIDTH EXCEEDS 12’
*
LANE WIDTH (L) LANE WIDTH (L) LANE WIDTH (L)
SIDEWALK)
MORE THAN 1’ BEYOND EDGE OF
WHICHEVER IS GREATER (BUT NOT
8’ MIN., OR WIDTH OF SIDEWALK,
5" SOLID DOUBLE YELLOW
5" SOLID DOUBLE YELLOW
STATE PROJECT NUMBER
GA.
NO.
SHEET
SHEETS
TOTAL
DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA
BY
RE
VISIO
ND
AT
E
DESIGNED
DRAWN
TRACED
CHECKED
CONSTRUCTION DETAILS
NUMBER
NON-LIMITED ACCESS ROADWAYPAVEMENT MARKING PLACEMENT
T-11A
SHOWN IN DETAIL T-11B.
3. CONTRAST MARKINGS FOR SKIP STRIPING SHALL BE AS
FROM THE NORMAL EDGE OF PAVEMENT.
2. EDGE LINES SHALL BE PLACED A MINIMUM OF 4 INCHES
THE LINE WIDTH.
1. SPACING BETWEEEN DOUBLE LINES SHALL BE EQUAL TO
AD
DE
D
GE
NE
RA
L
NO
TE 3
CD
R9-15-16
NO SCALE JANUARY 2000
DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA
NUMBER(SUBMITTED)
(APPROVED)
STATE ROAD & AIRPORT DESIGN ENGR.
CHK.
BY
RE
VISIO
ND
AT
E
STATE PROJECT NUMBER
GA.
NO.
SHEET
SHEETS
TOTAL
STANDARD
9031LREV. &REDR.
NO SCALE:
C.E.W.
D.D.F.STATE HIGHWAY ENGINEER
RAISING HEADWALL, ANDTYPICAL PIPE PLUG
DETAIL FOR RAISING HEADWALL
10"
12" MAX.
12" 12" 4"
APPROX. APPROX.
TOP OF
PRESENT
HEADWALL
T
0.0303
0.0436
12"
D (MIN) (CU. YDS.)
T PIPE PLUG
24"
30"
36"
42"
48"
54"
60"
66"
72"
15"
18"
8"
8"
8"
8"
8"
8"
8"
8"
12"
12"
12"
12"
0.0776
0.1212
0.1745
0.2376
0.3103
0.5890
0.7272
0.8799
1.0472
0.0194
SHEET 1 OF 2
9031L_
Revised_2016-10-25.d
gn
9031L_
Revised_2016-10-25.d
gn
1’-0"
(A)
(B)
PAVEMENT SURFACE
1’-7"
VA
RIE
S
7"
6"
1
2
H/2 + 1’-9"
2"
10"
3"
1’-0"
(A)
(B)
6"
1
2
H/2 + 1’-0"
H
3"
81
81
MAXIMUM ‘H" *
FLAT
SLOPE TO 4:1
SLOPE TO 2:1
8’-6"
6’-3"
4’-6"
10’-0"
7’-0"
4’-9"
10’-0"
7’-0"
4’-9"
* GREATER ‘H" PERMITTED IF APPROVED BY BRIDGE DESIGN.
AT 8’-0" O.C.
4" I.D. WEEPHOLES
AT 8’-0" O.C.
4" I.D. WEEPHOLES
SEE PLANS FOR DESIGN
AT 8’-0" O.C.
4" I.D. WEEPHOLES
(A)
(B)
(C)
H/2 + 1’-8"
1’-0"
PAVEMENT SURFACE
3’-
6"
VA
RIE
S
8"
6"
1
2
3"
81
H H
TYPICAL SECTION A TYPICAL SECTION B TYPICAL SECTION C
BACKSLOPE
PRODUCTS LIST #47)
(GADOT QUALIFIED
PRODUCTS LIST #47)
(GADOT QUALIFIED
PRODUCTS LIST #47)
(GADOT QUALIFIED
PREFORMED
JOINT FILLER
�" CHAMFERS
DETAIL OF EXPANSION JOINT
1’-6" 1’-6"
c 1" EXP. JT.
EXTENDS FROM TOP
OF WALL TO 1 FOOT
ABOVE WALL BASE.
WATERPROOFING, SEE
SPECIFICATIONS,
SECTION 530 OF
THE GEORGIA DOT
1’-6" 1’-6"
�" CHAMFERS
DETAIL OF CONTRACTION JOINT
c CONT. JT.
EXTENDS FROM TOP
OF WALL TO 1 FOOT
ABOVE WALL BASE.
WATERPROOFING, SEE
SPECIFICATIONS,
SECTION 530 OF
THE GEORGIA DOT
3" 3�"
1�"
FRONT FACE FRONT FACE FRONT FACE
(NEW JERSEY BARRIER FACE) (SINGLE SLOPE BARRIER FACE)
TYP. SECTION A TYP. SECTION B TYP. SECTION C
GROUNDLINE
** **
1’-0"
1’-0"
1’-0"
(A) - SLOPED BACKFILL WITH DITCH
(B) - FLAT BACKFILL
(C) - DITCH DEPTH, 6" - 12" TYPICAL
(C)(C)
SEE GENERAL NOTE #3
SEE GENERAL NOTE #3
GENERAL NOTES:
WAY TO FRONT FACE OF WALL IS LESS THAN (H + 1’0").
1. GRAVITY WALLS SHALL NOT BE USED WHEN HORIZONTAL DISTANCE FROM EDGE OF TRAVEL
2. GRAVITY WALLS DESIGNED FOR THE FOLLOWING SOIL PROPERTIES:
SPACING OF 30’- 0".
THROUGH THE WALL. CONTRACTION JOINTS SHALL BE LOCATED AT A MAXIMUM
3. EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING OF 90’-0" AND EXTEND
FOUNDATION BACKFILL
h = 28° 28°
UNIT WEIGHT = 120 PCF 120 PCF
COHESION = 0 PSF 0 PSF
CONSTRUCTION DETAIL D-49.
ROADWAY PLANS WHEN WATER IS FLOWING TOWARDS THE BACK OF THE WALL. SEE
5. A CONCRETE DITCH DETAIL FOR THE TOP OF THE WALL SHOULD BE INCLUDED IN THE
6. FINISH EXPOSED SURFACES OF THE WALL WITH A TYPE III FINISH.
APPROPRIATE.
8. ALL NECESSARY FENCE AND HANDRAIL SHOULD BE INCLUDED IN THE ROADWAY PLANS WHEN
CONTINUOUS GEOCOMPOSITE CONTINUOUS COMPOSITE CONTINUOUS COMPOSITE
WALL DRAIN WALL DRAIN WALL DRAIN
DOT SPECIFICATIONS.
7. APPLY GRAFFITI PROOF COATING AS PER SECTIONS 500 AND 838 OF THE GEORGIA
BRIDGE DESIGN SPECIFICATIONS, 7TH EDITION, 2014.
9. GRAVITY WALL TYPICAL SECTIONS A, B, AND C HAVE BEEN DESIGNED PER THE AASHTO LRFD
#3 BAR
#5 BAR @ 12"
6" MIN.
NOTE: FOR STRUCTURES WITH WINGWALLS, THE WINGS SHALL BE
RAISED THE SAME AMOUNT AS THE HEADWALL, USING THIS
SAME DETAIL, UNLESS SPECIFIED OTHERWISE.
GRAVITY WALL TYPICAL SECTIONS,
NO ADJUSTMENT IN PAYMENT MADE FOR ALTERNATES.
RUBBLE MASONRY, CL. A CONC., OR CL. B CONC. WITH
PLUGS MAY BE BUILT WITH BRICK MASONRY, MORTAR
AS CU. YDS. OF CL. B CONCRETE. ON CONSTRUCTION
NOTE: PLAN PAY QUANTITIES ARE TO REFLECT PIPE PLUGS
3" CLR.#3 BAR
SECTION
PLAN
2" CLR.
TYPICAL PIPE PLUG
SECTION
(GADOT QUALIFIED PRODUCTS LIST #15)
INSTALL USING TYPE VIII EPOXY.
DRILL �" DIA. HOLE FOR DOWEL BARS.
** TYPICAL SECTION B SHALL HAVE A MINIMUM H OF 3’-8"
TYPICAL SECTION C SHALL HAVE A MINIMUM H OF 4’-6"
REV. & REDR. SEPT, 2016
BID SUBMITTED.
JOINT FILLER, WALL DRAIN,AND OTHER INCIDENTAL ITEMS SHALL BE INCLUDED IN OVERALL
FACE SHALL BE PAID FOR AS "CLASS A CONCRETE, RETAINING WALL". WATERPROOFING,
OR MORTAR RUBBLE MASONRY, RETAINING WALL". GRAVITY WALLS WITH A BARRIER FRONT
4. GRAVITY WALLS WITH A VERTICAL FRONT FACE SHALL BE PAID FOR AS ‘CLASS B CONCRETE