SAWCUT EXISTING
PAVEMENT
B - (STA. 0+98)
REMOVE EXISTING
CONCRETE HEADWALL
REMOVE EXISTING
CONCRETE HEADWALL
REMOVE EXISTING 42 LF
30" CMP CULVERT
REMOVE EXISTING ASPHALT
AND VALLEY GUTTERS FROM
A TO B
SAWCUT EXISTING
PAVEMENT
A - (STA. 0+19)
+0 00
+1 00
+
1 49
N 1217667.618
E 2208837.103
N 1217518.415
E 2208837.366
EXISTING OVERHEAD
POWERLINE
APPROXIMATE VALLEY GUTTER
LENGTH TO BE REMOVED = 28.24 LF
PORTION OF 8" PVC WATERLINE
TO BE REMOVED FROM STA.
0+00.5 TO STA. 0+94.3
APPROXIMATE VALLEY GUTTER
LENGTH TO BE REMOVED = 51.98 LF
Checked By:
Drawn By:
Project No.:
Designed By:
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C
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2 3 4 5 6 7
Bar Measures 1 inch
Co
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ht: T
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200-01297-17020
BR
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P
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50
-0
94
9 F
AX
: (7
70
) 8
50
-0
95
0
GSWCC LEVEL II
CERT. # 0000073529
C-102
DE
MO
LIT
IO
N P
LA
N
CG
CG
DL
DEMOLITION NOTES:
A. PROTECTION:
1. PERFORM DEMOLITION SO AS TO PREVENT DAMAGE TO ADJACENT
IMPROVEMENTS AND FACILITIES TO REMAIN.
2. PROTECT NEW OR EXISTING WORK FROM DAMAGE DURING DEMOLITION
OPERATIONS.
3. PROTECT EXISTING SITE APPURTENANCES AND LANDSCAPING TO
REMAIN.
4. DAMAGES: WITHOUT COST TO THE OWNER AND WITHOUT DELAY, REPAIR
ANY DAMAGES CAUSED TO FACILITIES TO REMAIN.
B. REMOVAL & DISPOSAL OF DEMOLISHED MATERIALS:
1. ALL DEMOLISHED OR REMOVED ITEMS AND MATERIALS SHALL BE
CONSIDERED SCRAP EXCEPT FOR THOSE INDICATED TO REMAIN, THOSE
INDICATED TO BE REINSTALLED, THOSE INDICATED TO BE SALVAGED,
AND HISTORICAL ITEMS.
2. CONSTRUCTION OR ITEMS INDICATED TO REMAIN SHALL BE PROTECTED
AGAINST DAMAGE DURING DEMOLITION OPERATIONS.
3. PROMPTLY DISPOSE OF MATERIALS RESULTING FROM DEMOLITION
OPERATIONS. DO NOT ALLOW MATERIALS TO ACCUMULATED ON SITE.
4. TRANSPORT MATERIALS RESULTING FROM DEMOLITION OPERATIONS
AND LEGALLY DISPOSE OF OFF-SITE.
5. OFF-SITE DISPOSAL LOCATION SHALL NOT BE WITHIN ONE-HALF MILE OF
ANY PORTION OF THE PROJECT SITE OR WITHIN SIGHT OF THE PROJECT
SITE.
6. DO NOT BURN REMOVED MATERIALS ON PROJECT SITE.
7. CONTRACTOR TO COORDINATE THE LOCATION OF ANY MATERIAL
LAYDOWN AREAS WITH THE COUNTY.
C. POLLUTION CONTROLS:
1. CONTROL THE SPREAD OF DUST AND DIRT WITH PRACTICAL MEANS.
2. OBSERVE ENVIRONMENTAL PROTECTION REGULATIONS.
3. DO NOT ALLOW WATER USAGE THAT RESULTS IN FREEZING OR
FLOODING.
4. DO NOT ALLOW ADJACENT IMPROVEMENTS TO REMAIN OR BECOME
SOILED BY DEMOLITION OPERATIONS.
D. CLEANING:
1. REMOVE TOOLS AND EQUIPMENT. DISPOSE OF SCRAP.
2. LEAVE EXTERIOR AREAS FREE OF DEBRIS.
3. CLEAN SOIL, SMUDGES, AND DUST FROM SURFACES TO REMAIN.
4. RETURN STRUCTURES AND SURFACES TO REMAIN TO CONDITION
EXISTING PRIOR TO COMMENCEMENT OF DEMOLITION.
NOTES:
1. CONTRACTOR TO MAINTAIN ONE LANE OF TRAFFIC AT ALL TIMES
THROUGHOUT PROJECT.
2. ALL CONCRETE FORMWORK AND REINFORCING BARS TO BE INSPECTED
BY THE FIELD REPRESENTATIVE IN CONJUNCTION WITH THE
CONTRACTORS REPRESENTATIVE BEFORE CONCRETE IS PLACED.
3. AS-BUILT DRAWINGS SHALL CONTAIN ALL RELEVANT ELEVATIONS AND
INVERTS AND THEIR LOCATIONS.
4. CONTRACTOR TO ESTABLISH TEMPORARY SUPPORT FOR EXISTING
UTILITIES AND MAINTAIN IT THROUGHOUT CONSTRUCTION.
5. CONTRACTOR TO MAINTAIN UTILITY SERVICES DURING CONSTRUCTION,
WITH MINIMAL INTERRUPTION.
6. CONTRACTOR TO BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGED
CURB OR DRIVEWAYS DURING CONSTRUCTION.
0
SCALE:
10' 20' 40'
1" = 20'
N
115°24'48"'
30
.0
0'
107.67'
30
.0
0'
40
.0
0'
62.60'
25.94'
11
.3
7'
16.28'
40
.0
0'
60
.1
2'
30
.0
0'
105.79'
30
.0
0'
143.57'
12
.6
1'
49.74'
47
.3
9'
135°0'0"'
139°41'15"'
135°0'0"'
154°41'15"'
+
0 00+
1 00+
1 49
+0
00
+
1
0
0
+
1
6
9
oo o
o oo
o oo
o oo o
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o
o
o
o
o
o
o
48 LF DOUBLE 6'x5' CONCRETE
BOX CULVERT @ 0.48%
HEADWALL WITH CUSTOM
SKEW WINGWALLS
HW-B
INV. = 824.07'
NEW RAISED EDGE CURB
(TYP. OF 4)
VALLEY CURB TO BE
REPLACED IN KIND AND
TRANSITION TO STANDARD
CURB AND GUTTER 10' OFF
OF FLUME (TYP. OF 4)
NEW RIGHT-OF-WAY
(TYP. OF 2)
TEMPORARY CONSTRUCTION
EASEMENT (TYP. OF 2)
END OF GUARDRAIL
TYPE 1 ANCHOR
ROAD STA. 0+36.46
OFFSET = 14.06'
END OF GUARDRAIL
TYPE 1 ANCHOR
ROAD STA. 0+84.85
OFFSET = 13.90'
BEGINNING OF GUARDRAIL
TYPE 12A TERMINAL
ROAD STA. 0+09.99
OFFSET = 15.15'
BEGINNING OF GUARDRAIL
TYPE 12B TERMINAL
ROAD STA. 1+11.37
OFFSET = 15.83'
GUARDRAIL POINT OF
INFLECTION STA. 0+86.45
OFFSET = 13.70'
8" GATE VALVE WITH DEADMAN BLOCKING
AND 8" DIP WATERLINE WITH 16'' STEEL
CASING UNDER CULVERT
WATERLINE TO BE REPLACED FROM STA.
0+00.5 TO STA. 0+94.3
HEADWALL WITH CUSTOM
SKEW WINGWALLS
HW-A
INV. = 824.30'
17.62'
1
7
.
6
2
'
1
7
.
6
2
'
2
5
.9
6
'
BEGINNING OF FLUME
ROAD STA. 0+67.69
CENTERLINE OF FLUME
ROAD STA. 0+67.66
NEW STANDARD DUTY
ASPHALT PAVEMENT
SEE SITE PAVING LEGEND
Checked By:
Drawn By:
Project No.:
Designed By:
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\2
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12
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-1
70
20
\C
AD
\S
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ET
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ES
\C
-1
03
.D
WG
- G
UL
MIR
E, C
AL
EB
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Co
pyrig
ht: T
etra
T
ech
200-01297-17020
BR
OO
M B
LV
D C
UL
VE
RT
R
EP
LA
CE
ME
NT
FA
YE
TT
E C
OU
NT
Y
18
99
P
OW
ER
S F
ER
RY
R
OA
D S
E, S
UIT
E 4
00
AT
LA
NT
A, G
EO
RG
IA
3
03
39
TE
L: (7
70
) 8
50
-0
94
9 F
AX
: (7
70
) 8
50
-0
95
0
GSWCC LEVEL II
CERT. # 0000073529
C-103
SIT
E P
LA
N
CG
CG
DL
SITE PAVING LEGEND:
NEW STANDARD DUTY ASPHALT PAVEMENT:
-1.5'' 9.5mm SUPERPAVE ASPHALT TOPPING
(165 LBS/SY).
-2.0" 19MM SUPERPAVE ASPHALT BASE.
-TACK COAT (0.35 GAL/SY).
-6'' GRADED AGGEGATE BASE COMPACTED TO
100% MAX DRY DENSITY.
-UPPER 12' OF SUBGRADE TO BE COMPACTED
TO 98% OF MAX DRY DENSITY.
0
SCALE:
10' 20' 40'
1" = 20'
N
NOTES:
1. CONTRACTOR TO MAINTAIN ONE LANE OF TRAFFIC AT ALL TIMES
THROUGHOUT PROJECT.
2. ALL CONCRETE FORMWORK AND REINFORCING BARS TO BE INSPECTED
BY THE FIELD REPRESENTATIVE IN CONJUNCTION WITH THE
CONTRACTORS REPRESENTATIVE BEFORE CONCRETE IS PLACED.
3. AS-BUILT DRAWINGS SHALL CONTAIN ALL RELEVANT ELEVATIONS AND
INVERTS.
4. CONTRACTOR TO ESTABLISH TEMPORARY SUPPORT FOR EXISTING
UTILITIES AND MAINTAIN IT THROUGHOUT CONSTRUCTION.
5. CONTRACTOR TO MAINTAIN UTILITY SERVICES DURING CONSTRUCTION,
WITH MINIMAL INTERRUPTION.
6. CONTRACTOR TO BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGED
CURB OR DRIVEWAYS DURING CONSTRUCTION.
7. PROPOSED BROOM BLVD CENTERLINE TO MATCH THE EXISTING ROAD
CENTERLINE.
8. CONTRACTOR TO ADJUST GUARDRAIL POST SPACING TO AVOID FLUMES.
24" CONCRETE VALLEY CURB
5
C-503
3
C-501
1
C-504
1
C-504
5
C-501
3
C-504
3
C-501
4
C-504
5
C-501
3
C-504
4
C-504
4
C-504
5
C-501
3
C-504
4
C-504
3
C-501
5
C-501
3
C-504
3
C-501
48 LF DOUBLE 6'x5' CONCRETE
BOX CULVERT @ 0.48%
FLUME TO CONNECT TO
HEADWALL PARAPET
HEADWALL WITH CUSTOM
SKEW WINGWALLS
HW-A
INV. = 824.30'
NEW RIGHT-OF-WAY
NEW RIGHT-OF-WAY
TEMPORARY CONSTRUCTION
EASEMENT
TEMPORARY CONSTRUCTION
EASEMENT
1.5' THICK RIPRAP APRON
1.5' THICK RIPRAP APRON
FLUME TO CONNECT TO
TOP OF WINGWALL
+
0 00+
1 00+
1 49
+000
+
1
0
0
+
1
6
9
o oo o
oo o
oo o
o oo o
o oo o
o oo
o o
oooooooooooooo
o
o
o
o
o
o
o
o
8
3
0
8
2
6
8
2
8
8
3
2
8
3
0
8
2
8
8
2
6
8
3
0
8
2
6
8
2
8
8
3
2
8
3
4
830
828
8
2
8
8
3
2
831.30
831.30
832.00
832.00
831.45
831.45
833.00
833.00
833.54
832.26
831.51
831.66
832.57
831.51
831.78
834.07
834.81
833.29
STA. 0+97.84
STA. 0+82.84
STA. 0+67.69
STA. 0+52.68
STA. 0+34.39
STA. 0+19.39
*
1.5' THICK RIPRAP APRON
HEADWALL WITH CUSTOM
SKEW WINGWALLS
HW-B
INV. = 824.07'
Elevation
Elevation
Station
Station
BROOM BLVD CULVERT PROFILE
815
820
830
840
815
820
830
840
0+00 1+00 1+69
0+00 1+00 1+69
Checked By:
Drawn By:
Project No.:
Designed By:
ww
w.te
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.co
m
MA
RK
DA
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NB
Y
6/1
8/2
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8 2
:1
5:5
9 P
M - O
:\P
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CT
S\A
TL
AN
TA
\IE
R\0
12
97
\2
00
-0
12
97
-1
70
20
\C
AD
\S
HE
ET
FIL
ES
\C
-1
04
.D
WG
- G
UL
MIR
E, C
AL
EB
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Co
pyrig
ht: T
etra
T
ech
200-01297-17020
BR
OO
M B
LV
D C
UL
VE
RT
R
EP
LA
CE
ME
NT
FA
YE
TT
E C
OU
NT
Y
18
99
P
OW
ER
S F
ER
RY
R
OA
D S
E, S
UIT
E 4
00
AT
LA
NT
A, G
EO
RG
IA
3
03
39
TE
L: (7
70
) 8
50
-0
94
9 F
AX
: (7
70
) 8
50
-0
95
0
GSWCC LEVEL II
CERT. # 0000073529
C-104
GR
AD
IN
G A
ND
DR
AIN
AG
E P
LA
N
CG
CG
DL
0
SCALE:
10' 20' 40'
1" = 20'
N
2
C-504
NOTES:
1. CONTRACTOR TO MAINTAIN ONE TRAVEL LANE THROUGHOUT THE
DURATION OF THE PROJECT.
2. ALL CONCRETE FORMWORK AND REINFORCING BARS TO BE INSPECTED
BY THE FIELD REPRESENTATIVE IN CONJUNCTION WITH THE
CONTRACTOR'S REPRESENTATIVE BEFORE CONCRETE IS PLACED.
3. AS-BUILT DRAWINGS SHALL CONTAIN ALL RELEVANT ELEVATIONS AND
INVERTS.
4. CONTRACTOR TO ESTABLISH TEMPORARY SUPPORT FOR EXISTING
UTILITIES AND MAINTAIN IT THROUGHOUT CONSTRUCTION.
5. CONTRACTOR TO BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGED
CURB OR DRIVEWAYS DURING CONSTRUCTIONS.
6. CONTRACTOR TO PROVIDE BYPASS PUMPING PLAN TO BE APPROVED BY
THE ENGINEER PRIOR TO CONSTRUCTION.
GRADING NOTES:
1. ALL RIPRAP TO BE GDOT TYPE 3.
2. CONTRACTOR TO ESTABLISH SLOPES OF 3:1 WHERE POSSIBLE.
MAXIMUM SLOPE TO BE PROVIDED IS 2:1.
HEADWALL WITH CUSTOM
SKEW WINGWALLS
HW-A
(INV. = 824.30)
1.5' THICK RIPRAP APRON
1.5' THICK RIPRAP APRON
1.5
' M
IN
PROPOSED 8" DIP
WATERLINE WITH 16"
STEEL CASING
HEADWALL WITH CUSTOM
SKEW WINGWALLS
HW-B
(INV. = 824.07)
EXISTING GRADE
FINISHED GRADE
EXISTING 8" PVC
WATERLINE
FLOW SUMMARY TABLE
STORM
FREQUENCY
FLOW (CFS)
OUTLET VELOCITY
(FPS)
DOWNSTREAM
VELOCITY (FPS)
25-YEAR
206 8.0 6.5
50-YEAR
295 9.1 7.5
100-YEAR
393 10.0 8.4
DRAINAGE AREA = 205.1 ACRES
STREAM SLOPE = 1.34%
20% (1') EMBEDMENT
48 LF DOUBLE 6'X5' CONCRETE
BOX CULVERT @ 0.48%
BROOM BOULEVARD
℄ STA. 0+56.87
GUARDRAIL (TYP. OF 2)
SCALE:
H: 1" = 20'
V: 1" = 5'
2
C-504
DETAIL1
SCALE: N.T.S.
-
1
C-104
* ROADWAY TO MATCH FAYETTE COUNTY TYPICAL
CROSS SECTION FROM STA. 0+34.39 TO 0+82.84
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
oo o
o oo
o oo
o oo o
o oo o
o oo o
oo
ooooooooooooooo
o
o
o
o
o
o
o
8
3
0
8
2
6
8
2
8
8
3
2
8
3
0
8
2
8
8
2
6
8
3
0
8
2
6
8
2
8
8
3
2
8
3
4
830
828
8
2
8
8
3
2
831.30
831.30
832.00
832.00
831.45
831.45
833.00
833.00
833.54
832.26
831.51
831.66
832.57
831.51
831.78
834.07
834.81
833.29
HEADWALL WITH CUSTOM
SKEW WINGWALLS
HW-A
INV. = 824.30'
HEADWALL WITH CUSTOM
SKEW WINGWALLS
HW-B
INV. = 824.07'
LIMITS OF DISTURBANCE
0.56 ACRES
2
5
'
S
T
R
E
A
M
B
A
N
K
B
U
F
F
E
R
2
5
'
S
T
R
E
A
M
B
A
N
K
B
U
F
F
E
R
2
5
' S
T
R
E
A
M
B
A
N
K
B
U
F
F
E
R
2
5
'
S
T
R
E
A
M
B
A
N
K
B
U
F
F
E
R
Ss
Su
OR
AS REQUIRED
Ss
Su
OR
AS REQUIRED
Checked By:
Drawn By:
Project No.:
Designed By:
ww
w.te
tra
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.co
m
MA
RK
DA
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SC
RIP
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NB
Y
6/1
8/2
01
8 2
:1
8:5
0 P
M - O
:\P
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CT
S\A
TL
AN
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\IE
R\0
12
97
\2
00
-0
12
97
-1
70
20
\C
AD
\S
HE
ET
FIL
ES
\C
-1
05
.D
WG
- G
UL
MIR
E, C
AL
EB
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Co
pyrig
ht: T
etra
T
ech
200-01297-17020
BR
OO
M B
LV
D C
UL
VE
RT
R
EP
LA
CE
ME
NT
FA
YE
TT
E C
OU
NT
Y
18
99
P
OW
ER
S F
ER
RY
R
OA
D S
E, S
UIT
E 4
00
AT
LA
NT
A, G
EO
RG
IA
3
03
39
TE
L: (7
70
) 8
50
-0
94
9 F
AX
: (7
70
) 8
50
-0
95
0
GSWCC LEVEL II
CERT. # 0000073529
C-105
ER
OS
IO
N A
ND
SE
DIM
EN
TA
TIO
N
CO
NT
RO
L P
LA
N
CG
CG
DL
0
SCALE:
10' 20' 40'
1" = 20'
N
TABLE NO. 1
GRADED RIP RAP STONE
Type Screen Size inches (Sq. opening)
Max. Avg. Min.
Common
Uses
Filter Stone
ASTM D-448
3 12 9 5 Creek Banks
Pipe Outlets
6 or 57
EROSION CONTROL LEGEND
1 24 12 7
Lakes &
Shorelines,
Rivers
3, 4 or 5
Co
Ds1 SOIL STABILIZATION (MULCHING)
Ds2 SOIL STABILIZATION (TEMP. SEEDING)
Ds3 SOIL STABILIZATION (PERM. VEGETATION)
CONSTRUCTION EXIT
Ds3
Ds1
Ds2
Sd1-SSF
SEDIMENT BARRIER
Ds1
Ds2
Ds3
Ds1
Ds2
Ds3
Co
33.346712°N
84.454004°W
Sd1-S
Sd1-S
Sd1-S
Sd1-S
Ds1
Ds2
Ds3
DOUBLE ROW
DOUBLE ROW
DOUBLE ROW
DOUBLE ROW
Cd
CdROCK CHECK DAM
SuSURFACE ROUGHENING
Ss SLOPE STABILIZATION
Ss
4" SLAB REINFORCING
#4 @12" E.W.
6" CURB
(TYP. EACH SIDE)
R=2'
BOX CULVERT
PARAPET OR WING WALL
R=2'
EDGE OF PAVEMENT
STANDARD CURB
& GUTTER TYPE 2
1
C-504
WING WALL
GROUT
WING WALL CONNECTION
AS PER FAYETTE
COUNTY STANDARDS
ALL GUTTER WIDTHS
SHALL BE 2'-0"
INSTEAD OF THE
LISTED 2'-6" MIN.
AS PER FAYETTE
COUNTY STANDARDS
ALL GUTTER WIDTHS
SHALL BE 2'-0"
INSTEAD OF THE
LISTED 2'-6" MIN.
Checked By:
Drawn By:
Project No.:
Designed By:
ww
w.te
tra
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ch
.co
m
MA
RK
DA
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SC
RIP
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NB
Y
6/1
8/2
01
8 2
:3
6:3
1 P
M - O
:\P
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CT
S\A
TL
AN
TA
\IE
R\0
12
97
\2
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-0
12
97
-1
70
20
\C
AD
\S
HE
ET
FIL
ES
\C
-5
04
C
ON
ST
RU
CT
IO
N D
ET
AIL
S.D
WG
- G
UL
MIR
E, C
AL
EB
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Co
pyrig
ht: T
etra
T
ech
200-01297-17020
BR
OO
M B
LV
D C
UL
VE
RT
R
EP
LA
CE
ME
NT
FA
YE
TT
E C
OU
NT
Y
18
99
P
OW
ER
S F
ER
RY
R
OA
D S
E, S
UIT
E 4
00
AT
LA
NT
A, G
EO
RG
IA
3
03
39
TE
L: (7
70
) 8
50
-0
94
9 F
AX
: (7
70
) 8
50
-0
95
0
GSWCC LEVEL II
CERT. # 0000073529
C-504
CO
NS
TR
UC
TIO
N D
ET
AIL
S
CG
CG
DL
FLUME DETAIL2
SCALE: N.T.S.
-
F
L
U
M
E
4
' M
IN
V
A
R
I
E
S
S
E
E
P
L
A
N
F
L
O
W
DETAIL1
SCALE: N.T.S.
-
DETAIL3
SCALE: N.T.S.
-
DETAIL4
SCALE: N.T.S.
-
F
L
U
M
E
4
' M
IN
NOTES:
1. FLUME SLOPE IS 27.6% AND FLUME LENGTH
IS 13.22 LF FOR EAST SIDE OF ROAD
2. FLUME SLOPE IS 3.97% AND FLUME LENGTH
IS 12.63 LF FOR WEST SIDE OF ROAD
FLUME ELEVATION TO BE INSTALLED
4" ABOVE WING WALL OR PARAPET