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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2 3 4 5 6 7

Bar Measures 1 inch

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70

) 8

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-0

94

9 F

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: (7

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0

GSWCC LEVEL II

CERT. # 0000073529

C-102

DE

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LIT

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N P

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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

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o

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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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\C

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E, C

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1

A

B

C

D

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2 3 4 5 6 7

Bar Measures 1 inch

Co

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ech

200-01297-17020

BR

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FA

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E C

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18

99

P

OW

ER

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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:

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12

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12

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-1

70

20

\C

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\S

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ES

\C

-1

04

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WG

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MIR

E, C

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1

A

B

C

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2 3 4 5 6 7

Bar Measures 1 inch

Co

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200-01297-17020

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18

99

P

OW

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RY

R

OA

D S

E, S

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E 4

00

AT

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NT

A, G

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IA

3

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39

TE

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70

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94

9 F

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: (7

70

) 8

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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:

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8:5

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12

97

\2

00

-0

12

97

-1

70

20

\C

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\S

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-1

05

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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

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D C

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RT

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EP

LA

CE

ME

NT

FA

YE

TT

E C

OU

NT

Y

18

99

P

OW

ER

S F

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RY

R

OA

D S

E, S

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E 4

00

AT

LA

NT

A, G

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RG

IA

3

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L: (7

70

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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

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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

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6:3

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\IE

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20

\C

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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

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200-01297-17020

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GSWCC LEVEL II

CERT. # 0000073529

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FLUME DETAIL2

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SCALE: N.T.S.

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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