description description

DESCRIPTIONDESCRIPTION

INDEX

02-

DRAWING NO. DRAWING NO.

REVISION DATES

4/3/2019

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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

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P.I. No.

0001


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

[email protected]

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

[email protected]

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


0001

REVISION DATES

3/29/2019

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P.I. No.

TYPICAL SECTIONS

05-

REVISION DATES

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P.I. No.


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


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


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


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

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P.I. No.


0001

13-

CONSTRUCTION PLANREVISION DATES

4/3/2019

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P.I. No.

20

SCALE IN FEET

0 40 80


0001

TIE TO EXISTING SIDEWALK


STA 101+72.72 TO STA 102+93.75

REMOVE CONCRETE BLOCK WALL

15’R

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


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

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P.I. No.

5

VERTICAL SCALE IN FEET

0 10 20


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

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P.I. No.


0001

5


0 10 20

20


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

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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





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



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


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%


CROSS SECTIONS

23-

10

SCALE IN FEET

0 20 40

SUXSEW

REVISION DATES

4/3/2019

eshaw

GPLOT-V8



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


0003

26.01

3:1

3:1

3:1

3:1

1034.1

0

1035.1

3

1034.9

2

1035.0

0


CROSS SECTIONS

23-

10

SCALE IN FEET

0 20 40

SUXSEW

REVISION DATES

3/29/2019

eshaw

GPLOT-V8



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


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



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





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


SUXSEW

REVISION DATES

3/29/2019

eshaw

GPLOT-V8



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




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


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


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


31-0001.dgn

4:57:24 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.


0001200 40 80

EL. 1038.70

STA 102+96.00

END WALL #2

EL. 1031.98

5


0 10 20


FILL WALL

CONCRETE GRAVITY WALL

HANDRAIL, GA STD 9031R

SPECIAL CONSTRUCTION DETAIL

38-

REVISION DATES

4/2/2019

eshaw

GPLOT-V8


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


0001

SPECIAL CONSTRUCTION DETAIL

38-

REVISION DATES

4/2/2019

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GPLOT-V8


38-0002.dgn

9:05:13 AM

GPLN10/23/2015

DRAWING No.CHECKED:

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DATE:

P.I. No.


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


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


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


2% or Less


2% or Less


2% or Less


2% or Less


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,




GA.

NO.

SHEET

SHEETS

TOTAL


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


NUMBER(SUBMITTED)

(APPROVED)

STATE ROAD & AIRPORT DESIGN ENGR.

CHK.

BY

RE

VISIO

ND

AT

E


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

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