NPDES CERTIFICATIONS

STATE WATERS STATEMENT

FLOOD ZONE INFORMATION

LAND LOT/DISTRICT/COUNTY

DEVELOPMENT DATA

VICINITY MAPS

INDEX TO DRAWINGS

LOG CABIN DRIVE

ROADWAY ENHANCEMENTS

FROM ALTON AVE. TO THE REAR ENTRANCE OF GREEN MEADOWS APMTS.

MACON-BIBB COUNTY GEORGIA

ROADWAY CONSTRUCTION DRAWINGS FOR

1501 Bass Road, Suite BMacon, GA 31210

(478) 621-7500 officesteven@rowland-engineering.com

www.rowland-engineering.com

DATE:

PROJ NO:

DRAWN BY:

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FO

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THIS SEAL IS VALID ONLY IF SIGNED AND DATED

BY THE LICENSED PROFESSIONAL SHOWN.

RO

WL

AN

D

engi

neer

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10-08-2015

1.0

COVER

SHEET

1316

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1.0 COVER SHEET

2.0 GENERAL NOTES

3.0 - 3.2 TYPICAL SECTIONS

3.3 ROADWAY BRIDGE MAINTENANCE AND REPAIR

4.0 NPDES NOTES

4.1 NPDES CHECKLIST AND UNIFORM CODING SYSTEM

4.2 - 4.16 EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN

5.0 - 5.5 CONSTRUCTION PLAN SHEETS

6.0 - 6.10 ROADWAY CROSS SECTIONS

7.0 - 7.4 UTILITY PLAN

8.0 - 8.1 STORM DRAINAGE PROFILES

9.0 - 9.4 SIGNAGE AND STRIPING PLAN

10.0 thru 10.5 ESPCP DETAILS

11.0 thru 11.3 CONSTRUCTION DETAILS

12.0 WATER AND SEWER DETAILS

PRIMARY PERMITTEE 24-HOUR CONTACT

THERE ARE STATE WATERS AND WETLANDS LOCATED WITHIN 200 FEET OF THE PROJECT SITE.

PER FEMA FLOOD MAP 13021C0129F, PANEL 129 OF 265, THIS PROJECT DOES CONTAIN A

FLOODPLAIN ALONG ROCKY CREEK (ZONE X), EFFECTIVE APRIL 2, 2007

SITE

LAND LOT DISTRICT/ COUNTY, GA

CONTRACTOR NAME

ADDRESS

PHONE NUMBER

PROJECT SUMMARY

FEMA - FLOOD INSURANCE RATE MAP VICINITY MAPS

BEGIN PROJECT -

LOG CABIN DRIVE

AT ALTON AVE.

32.827414 N

83.709653 W

END PROJECT -

REAR ENTRANCE TO

GREEN MEADOWS APMTS

32.837014 N

83.698494 W

M

E

R

C

E

R

U

N

I

V

.

B

L

V

D

.

ALTON AVE

L

O

G

C

A

B

I

N

D

R

.

PROJECT LOCATION

THIS PROJECT INVOLVES THE ADDITION OF A 5-FOOT WIDE SIDEWALK TO THE WESTERN SIDE OF LOG CABIN DRIVE FROM ALTON AVE TO THE

REAR ENTRANCE OF GREEN MEADOWS APARTMENTS. THE PROPOSED SIDEWALK WILL CONNECT TO EXISTING SIDEWALKS AT EACH END OF

THE PROJECT TO PROVIDE COMPLETE PEDESTRIAN FACILITIES ALONG LOG CABIN DRIVE. THE LENGTH OF THE PROJECT IS 4,970 LINEAR

FEET (0.94 MILES). THE PROJECT INCLUDES THE CONSTRUCTION OF AN 8-FOOT WIDE PEDESTRIAN BRIDGE OVER ROCKY CREEK, REPAIRS

TO THE EXISTING BRIDGE AND THE REALIGNMENT OF THE INTERSECTION OF HOLLINGSWORTH ROAD AND LOG CABIN DRIVE TO IMPROVE

SIGHT DISTANCE AND SAFETY IN THIS AREA. A NEW LEFT TURN LANE WILL BE ADDED FOR NORTHBOUND TRAFFIC ON LOG CABIN DRIVE,

TURNING LEFT ONTO HOLLINGSWORTH ROAD. THE PROJECT WILL DISTURB 3.75 ACRES.

UTILITY WORK FOR THIS PROJECT WILL INCLUDE THE RELOCATION OF EXISTING WATER AND SANITARY SEWER SERVICES IN AREAS WHERE

EXCAVATION WILL DISTURB THESE FACILITIES. EXISTING POWER POLES JUST NORTH OF HOLLINGSWORTH ROAD WILL BE RELOCATED TO

AVOID THE ROADWAY WIDENING IN THIS AREA. THE CONTRACTOR SHALL BE RESPONSIBILE FOR THE RELOCATION OF THE WATER AND

SEWER MAIN. THE RELOCATION ASSOCIATED WITH THE POWER POLES WILL BE THE RESPONSIBILITY OF OTHERS.

CONTRACTOR NAME

ADDRESS

PHONE NUMBER

PROJECT DISTURBED AREA = 3.75 ACRES

11

-1

8-2

01

5 S

HE

ET

S 3

.2

, 4

.4

, 4

.8

, 4

.9

, A

ND

5

.2

1-1/2" ASPHALT OVERLAY

EXISTING ROADWAY

C

L

LOG CABIN DRIVE ENHANCEMENT PROJECT

ROADWAY TYPICAL SECTION 5

APPLIES FROM STA 40+96.05 TO STA 42+02.53 (END CONSTRUCTION ON

EAST/RIGHT SIDE OF ROADWAY)

WIDTH VARIES (10'-12')

VARIES 24' TO 22.6'

2.0'5.0'

TYPICAL PAVEMENT SECTION

(WIDTH VARIES)

24" CONCRETE CURB AND GUTTER, TYPE 2

5' WIDE SIDEWALK, 4" THICK

1.0'

3

:

1

T

Y

P

.

3

:

1

T

Y

P

.

MATCH EXISTING CROSS-SLOPE (TYP.)

WIDTH VARIES (10'-12')

2.0'

2

:

1

4.0'

CLASS "B" CONCRETE, 8" THICK

(WIDTH VARIES)

4' GRASS SHOULDER

24" CONCRETE CURB AND GUTTER, TYPE 2

1-1/2" ASPHALT OVERLAY

EXISTING ROADWAY

C

L

LOG CABIN DRIVE ENHANCEMENT PROJECT

ROADWAY TYPICAL SECTION 6

FROM STA 40+96.05 TO STA 49+84.33 (END CONSTRUCTION)

WIDTH VARIES (10'-12')

VARIES 24' TO 14'

2.0'5.0'

TYPICAL PAVEMENT SECTION

(WIDTH VARIES)

24" CONCRETE CURB AND GUTTER, TYPE 2

5' WIDE SIDEWALK, 4" THICK

1.0'

3

:

1

T

Y

P

.

3

:

1

T

Y

P

.

MATCH EXISTING CROSS-SLOPE (TYP.)

12.0'

BITUMINOUS PRIMER COAT

3" 19 mm SUPERPAVE (330 LB/SY)

8" GRADED AGGREGATE BASE (OR CLASS "B" CONCRETE)

COMPACTED SUBGRADE

1.5" 12.5 mm SUPERPAVE (165 LB/SY)

TACK COAT

TYPICAL ASPHALT PAVEMENT SECTION

1501 Bass Road, Suite BMacon, GA 31210

(478) 621-7500 officesteven@rowland-engineering.com

www.rowland-engineering.com

DATE:

PROJ NO:

DRAWN BY:

R:\P

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6-L

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\1

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8, 2

01

5 - 3

:1

6:1

9p

m

FO

R

THIS SEAL IS VALID ONLY IF SIGNED AND DATED

BY THE LICENSED PROFESSIONAL SHOWN.

RO

WL

AN

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08-01-2013

3.2

TYPICAL

SECTIONS

116.1316

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11

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01

5 C

OR

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ED

T

YP

IC

AL

P

AV

EM

EN

T S

EC

TIO

N T

O R

EA

D 1

9 m

m

3

5

0

PC

: 25+

81.47

PT

: 29+

52.79

388

3

9

0

386

384 382 3

8

0

3

7

8

370

380

3

7

6

3

7

4

3

7

2

3

7

0

3

6

8

3

6

6

3

6

4

3

6

2

3

6

0

3

5

8

3

5

6

3

6

0

3

5

0

3

5

4

3

5

2

3

4

8

3

4

6

24+

00

25+

00

26+

00

27+

00

28+00

29+00

30+00

M

AT

C

H

LIN

E S

TA

24+

00

MA

TC

H LIN

E S

TA

30+

00

RE

Q

UIR

ED

R/W

TE

MP

OR

AR

Y C

ON

ST

. E

AS

EM

EN

T

TE

M

PO

R

AR

Y C

O

N

ST

. E

AS

EM

EN

T

14

15

VbD2 (Vance sandy clay loam)

LO

G

C

AB

IN

D

R

IV

E

CeuC (Cecil-Urban land complex)

CeuC (Cecil-Urban land complex)

VbD2 (Vance sandy clay loam)

S

O

I

L

B

O

U

N

D

A

R

Y

PI: 34+

53.10

LO

G

C

A

B

IN

C

T

.

3

4

6

3

4

4

3

4

2

3

4

0

330

320

330

3

4

0

3

4

2

3

4

4

3

4

6

3

4

8

3

5

0

30+00

31+00

32+00

33+00

34+00

35+00

36+00

MA

TC

H LIN

E S

TA

30+

00

MA

TC

H LIN

E S

TA

36+

00

REQUIRED R/W

REQUIRED R/W

TEMPORARY CONST. EASEMENT

TEMPORARY CONST. EASEMENT

Sd1VbD2 (Vance sandy clay loam)

Sd1

VbD2

(Vance sandy

clay loam)

Sd1

DOUBLE ROW

TYPE "C"

DOUBLE ROW

TYPE "C"

DOUBLE ROW

TYPE "C"

Sd1

Rd

4' TALL ROCK FILTER DAM

TYPE 3 RIPRAP, LINED

WITH #57 STONE ON

UPSTREAM SIDE

16

17

LIMITS OF DISTURBANCE

VbD2 (Vance sandy clay loam)

CK(Chewacla association)

CK(Chewacla association)

VbD2 (Vance sandy clay loam)

SO

IL B

OU

ND

AR

Y

S

O

IL

B

O

U

N

D

A

R

Y

Rd

EXISTING BRIDGE SUPPORTS

STORMWATER MONITORING

LOCATION # 2-UPSTREAM

ROCKY CREEK

STORMWATER MONITORING

LOCATION # 2-DOWNSTREAM

ROCKY CREEK

DISTURBED DRAINAGE AREA=2.24 AC

1501 Bass Road, Suite BMacon, GA 31210

(478) 621-7500 officesteven@rowland-engineering.com

www.rowland-engineering.com

DATE:

PROJ NO:

DRAWN BY:

R:\P

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cts\1

31

6-L

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C

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in

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\1

31

6-B

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01

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:4

5:4

6p

m

FO

R

THIS SEAL IS VALID ONLY IF SIGNED AND DATED

BY THE LICENSED PROFESSIONAL SHOWN.

RO

WL

AN

D

engi

neer

ing

10-08-2015

4.4

INITIAL

ESPCP

116.1316

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1

74

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S

STEVEN A. ROWLAND, P.E. (GA PE# 25853)GEORGIA LEVEL II CERTIFIED DESIGN PROFESSIONALCERTIFICATION NO. 155 EXPIRES: 06/04/2017

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

0

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL

TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES

NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

IMPLEMETED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER

THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR

TEMPORARY SEEDING.

EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE

INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND

MAINTAINED UNTIL PERMANENT GROUND COVER IS

ESTABLISHED.

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED

BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL

MEASURES AND PRACTICES PRIOR TO LAND-DISTURBING

ACTIVITIES.

Cd

Cd

Cd

Cd

CdHb

Hb

Hb

Hb

CdHb

Cd

Hb

LIMITS OF DISTURBANCE

Sd2

Sd2

Cd

Hb

11

-1

8-2

01

5 A

DD

ED

W

ET

LA

ND

S A

ND

T

RE

E S

AV

E F

EN

CIN

G A

T C

RE

EK

PT

: 19+

72.38

LOG

CABIN

DR

IVE

4

0

0

3

9

0

400

3

8

8

3

9

2

3

9

4

396

398

4

0

2

3

9

6398

3

9

2

3

9

4

3

8

8

3

9

0

18+

00

19+00

20+00

21+00

22+00

23+00

24+00

MA

TC

H LIN

E S

TA

18+

00

MA

TC

H LIN

E S

TA

24+

00

394

390

DRAINAGE EASEMENT

TEMPO

RAR

Y CO

NST. EASEM

ENT

TEMPORARY CONST. EASEMENT

TEMPO

RAR

Y CO

NST. EASEM

ENT

5

N

:

1

0

3

0

6

2

9

.

5

1

E

:

2

4

3

8

2

0

1

.

0

7

E

L

E

V

:

3

9

5

.

3

6

3

7

2

1

401.92

S

S

M

H

3

7

2

2

394.28

S

S

M

H

10

11

12

13

PC

: 15+

61.27

ME

AD

OW

BR

OO

KE

D

R.

4

0

0

4

0

2

4

0

4

4

0

6

4

1

0

4

0

8

4

1

2

410

4

0

4

406

408

4

1

2

4

1

4

4

1

6

4

1

8

3

9

0

4

0

0

3

9

2

3

9

4

3

9

6

3

9

8

4

0

2

390

384

386

388

392

394

396

3

8

0

3

9

0

4

0

0

3

7

6

3

7

8

3

8

2

3

8

4

3

8

6

3

8

8

3

9

2

3

9

4

3

9

6

3

9

8

4

0

0

4

0

2

LOG CABIN DRIVE

12+00

13+00

14+00

15+00

16+00

17+

00

1

8

+

0

0

L

A

N

D

L

O

T

L

I

N

E

L

A

N

D

L

O

T

L

I

N

E

M

A

T

C

H

LIN

E

S

T

A

18+

00

MA

TC

H LIN

E S

TA

12+

00

4

1

0

4

1

2

4

1

4

4

0

8

4

0

6

404

400

TEMPORARY CONST. EASEMENT

3

7

2

0

4

0

0

.

9

9S

S

M

H

4

N

:

1

0

3

0

1

6

1

.

0

7

E

:

2

4

3

7

7

4

6

.

3

8

E

L

E

V

:

4

0

1

.

7

7

7

8

9

TEMPORARY CONST. EASEMENT

1501 Bass Road, Suite BMacon, GA 31210

(478) 621-7500 officesteven@rowland-engineering.com

www.rowland-engineering.com

DATE:

PROJ NO:

DRAWN BY:

R:\P

ro

je

cts\1

31

6-L

og

C

ab

in

D

rive

\1

31

6-B

AS

E.d

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, 4

.8

, O

wn

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ov 1

8, 2

01

5 - 3

:1

6:4

9p

m

FO

R

THIS SEAL IS VALID ONLY IF SIGNED AND DATED

BY THE LICENSED PROFESSIONAL SHOWN.

RO

WL

AN

D

engi

neer

ing

10-08-2015

4.8

INTERMEDIATE

ESPCP

116.1316

SAR

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N-B

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Y S

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OS

T

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ND

L

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1

74

, D

IS

TR

IC

T 1

5, B

IB

B C

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NT

Y, G

A

AL

TO

N A

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. N

OR

TH

T

O G

RE

EN

M

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NT

S

STEVEN A. ROWLAND, P.E. (GA PE# 25853)GEORGIA LEVEL II CERTIFIED DESIGN PROFESSIONALCERTIFICATION NO. 155 EXPIRES: 06/04/20171 inch = ft.

( IN FEET )

GRAPHIC SCALE

0

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL

TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES

NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

IMPLEMETED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER

THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR

TEMPORARY SEEDING.

EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE

INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND

MAINTAINED UNTIL PERMANENT GROUND COVER IS

ESTABLISHED.

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED

BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL

MEASURES AND PRACTICES PRIOR TO LAND-DISTURBING

ACTIVITIES.

Cd Cd

Cd

Ds1

Ds3

Ds2

ALL

DISTURBED

AREAS,

TYP.

Ds1

Ds3

Ds2

ALL

DISTURBED

AREAS,

TYP.

Ds1

Ds3

Ds2

ALL

DISTURBED

AREAS,

TYP.

Ds1

Ds3

Ds2

ALL

DISTURBED

AREAS,

TYP.

Ds1

Ds3

Ds2

ALL

DISTURBED

AREAS,

TYP.

Cd

Ch

Ch

Ch

Ch

Ch

Ch

Ss

St

Ds4

Ds4

Ds4

Ds4

Ds4

Ds4

Ds4

APPLY SOD TO DISTURBED AREAS

WITHIN LOTS 10, 11, 12, 13 AND 14 AND

BETWEEN SIDEWALK AND ROADWAY

11

-1

8-2

01

5 A

DD

ED

D

s4

(S

OD

) T

O L

OT

S 1

0, 1

1, 1

2, 1

3 A

ND

1

4

3

5

0

PC

: 25+

81.47

PT

: 29+

52.79

388

3

9

0

386

384 382 3

8

0

3

7

8

370

380

3

7

6

3

7

4

3

7

2

3

7

0

3

6

8

3

6

6

3

6

4

3

6

2

3

6

0

3

5

8

3

5

6

3

6

0

3

5

0

3

5

4

3

5

2

3

4

8

3

4

6

24+

00

25+

00

26+

00

27+

00

28+00

29+00

30+00

M

AT

C

H

LIN

E S

TA

24+

00

MA

TC

H LIN

E S

TA

30+

00

2

4

L

F

, 1

8

" C

M

P

3

9

0

3

8

6

3

8

4 3

8

2

3

8

0

3

7

8

3

7

6

3

7

4

3

7

2

3

7

0

3

6

8

3

4

8

RE

Q

UIR

ED

R/W

TE

MP

OR

AR

Y C

ON

ST

. E

AS

EM

EN

T

PARCEL 14

M081-0135

4079 LOG CABIN DR.

LOUIS AND JOANN RELIFORD

0.45 ACRES

TRUST, ETAL

136 ACRES

TE

M

PO

R

AR

Y C

O

N

ST

. E

AS

EM

EN

T

14

15

LO

G

C

AB

IN

D

R

IV

E

PI: 34+

53.10

3

4

6

3

4

4

3

4

2

3

4

0

330

320

330

3

4

0

3

4

2

3

4

4

3

4

6

3

4

8

3

5

0

30+00

31+00

32+00

33+00

34+00

35+00

36+00

3

5

0

MA

TC

H LIN

E S

TA

30+

00

MA

TC

H LIN

E S

TA

36+

00

340

336

332

REQUIRED R/W

REQUIRED R/W

TEMPORARY CONST. EASEMENT

ZZ PROPERTIES, LLC

0.33 ACRES

TEMPORARY CONST. EASEMENT

PROPOSED 8' WIDE PEDESTRIAN BRIDGE

Sd1

Sd1

Sd1

Sd1

Rd

16

17

LIMITS OF DISTURBANCE

Rd

3

4

4

3

4

6

3

4

8

SES-B4

LOG CABIN EXISTING CL

STA: 35+27.41 OFF:-28.94L

RIM: 342.21

INV OUT: 340.00 18" RCP

INLET B3

LOG CABIN EXISTING CL

STA: 35+19.45 OFF:-25.89L

RIM: 344.03

INV IN: 339.49 18" RCP (Pipe - (88))

INV OUT: 339.49 18" RCP

8.53' of 18" RCP @ 5.98%

HW-B1

LOG CABIN EXISTING CL

STA: 33+42.64 OFF:-42.92L

RIM: 328.07

INV IN: 325.80 18" RCP (Pipe - (89) (1))

26.68' of 18" RCP @ 7.59%

INLET B2

LOG CABIN EXISTING CL

STA: 34+92.84 OFF:-24.01L

RIM: 342.00

INV IN: 337.46 18" RCP (Pipe - (89))

INV OUT: 337.46 18" RCP

330

326

EXISTING BRIDGE SUPPORTS

338

336

334

332

3

3

0

3

2

8

STORMWATER MONITORING

LOCATION # 2-UPSTREAM

ROCKY CREEK

STORMWATER MONITORING

LOCATION # 2-DOWNSTREAM

ROCKY CREEK

DISTURBED DRAINAGE AREA=2.24 AC

1501 Bass Road, Suite BMacon, GA 31210

(478) 621-7500 officesteven@rowland-engineering.com

www.rowland-engineering.com

DATE:

PROJ NO:

DRAWN BY:

R:\P

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31

6-L

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.9

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FO

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THIS SEAL IS VALID ONLY IF SIGNED AND DATED

BY THE LICENSED PROFESSIONAL SHOWN.

RO

WL

AN

D

engi

neer

ing

10-08-2015

4.9

INTERMEDIATE

ESPCP

116.1316

SAR

MA

CO

N-B

IB

B C

OU

NT

Y S

PL

OS

T

LA

ND

L

OT

1

74

, D

IS

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5, B

IB

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A

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TO

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. N

OR

TH

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EN

M

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S

STEVEN A. ROWLAND, P.E. (GA PE# 25853)GEORGIA LEVEL II CERTIFIED DESIGN PROFESSIONALCERTIFICATION NO. 155 EXPIRES: 06/04/2017

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

0

Ds1

Ds3

Ds2

ALL

DISTURBED

AREAS,

TYP.

Ds1

Ds3

Ds2

ALL

DISTURBED

AREAS,

TYP.

Ds1

Ds3

Ds2

ALL

DISTURBED

AREAS,

TYP.

Ds1

Ds3

Ds2

ALL

DISTURBED

AREAS,

TYP.

Ds1

Ds3

Ds2

ALL

DISTURBED

AREAS,

TYP.

Cd

Cd

Cd

Cd

Cd

Cd

Cd

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL

TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES

NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

IMPLEMETED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER

THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR

TEMPORARY SEEDING.

EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE

INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND

MAINTAINED UNTIL PERMANENT GROUND COVER IS

ESTABLISHED.

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED

BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL

MEASURES AND PRACTICES PRIOR TO LAND-DISTURBING

ACTIVITIES.

Ch

Ch

Ch

Ch

Ch

Ch

Ch

Bf

Bf

Bf

Bf

Bf

Bf

Ss

Ss

Ss

Ss

Ss

11

-1

8-2

01

5 A

DD

ED

W

ET

LA

ND

S A

ND

T

RE

E S

AV

E F

EN

CIN

G A

T C

RE

EK

3

5

0

PC

: 25+

81.47

PT

: 29+

52.79

388

386

384 382 3

8

0

3

7

8

370

380

3

7

6

3

7

4

3

7

2

3

7

0

3

6

8

3

6

6

3

6

4

3

6

2

3

6

0

3

5

8

3

5

6

3

6

0

3

5

0

3

5

4

3

5

2

3

4

8

3

4

6

3

4

4

24+

00

25+

00

26+

00

27+

00

28+00

29+00

30+00

M

AT

C

H

LIN

E S

TA

24+

00

MA

TC

H LIN

E S

TA

30+

00

2

4

L

F

, 1

8

" C

M

P

PR

OP

OS

ED

5' S

IDE

W

ALK

PROPOSED EOP

PR

OP

OS

ED

4' G

RA

SS

ST

RIP

3

9

0

3

8

6

3

8

4 3

8

2

3

8

0

3

7

8

3

7

6

3

7

4

3

7

2

3

7

0

3

6

8

3

4

8

RE

Q

UIR

ED

R/W

TE

MP

OR

AR

Y C

ON

ST

. E

AS

EM

EN

T

TE

M

PO

R

AR

Y C

O

N

ST

. E

AS

EM

EN

T

RIG

HT

-O

F-W

AY

S

ET

A

SID

E

14

15

LO

G

C

AB

IN

D

R

IV

E

R

E

M

O

V

E

E

X

IS

T

IN

G

1

5

" R

C

P

PI: 34+

53.10

3

4

4

3

4

2

3

4

0

330

320

330

3

4

0

3

4

2

3

4

4

3

4

6

3

4

8

3

5

0

30+00

31+00

32+00

33+00

34+00

35+00

36+00

3

5

0

MA

TC

H LIN

E S

TA

30+

00

MA

TC

H LIN

E S

TA

36+

00

PROPOSED 5' SIDEWALK

340

336

332

25' S

TA

TE

W

AT

ER

S B

UF

FE

R

25' S

TA

TE

W

AT

ER

S B

UF

FE

R

REQUIRED R/W

REQUIRED R/W

TEMPORARY CONST. EASEMENT

TEMPORARY CONST. EASEMENT

PROPOSED 8' WIDE PEDESTRIAN BRIDGE

16

17

3

4

4

3

4

6

3

4

8

SES-B4

LOG CABIN EXISTING CL

STA: 35+27.41 OFF:-28.94L

RIM: 342.21

INV OUT: 340.00 18" RCP

INLET B3

LOG CABIN EXISTING CL

STA: 35+19.45 OFF:-25.89L

RIM: 344.03

INV IN: 339.49 18" RCP (Pipe - (88))

INV OUT: 339.49 18" RCP

8.53' of 18" RCP @ 5.98%

HW-B1

LOG CABIN EXISTING CL

STA: 33+42.64 OFF:-42.92L

RIM: 328.07

INV IN: 325.80 18" RCP (Pipe - (89) (1))

26.68' of 18" RCP @ 7.59%

INLET B2

LOG CABIN EXISTING CL

STA: 34+92.84 OFF:-24.01L

RIM: 342.00

INV IN: 337.46 18" RCP (Pipe - (89))

INV OUT: 337.46 18" RCP

330

326

EXISTING BRIDGE SUPPORTS

CONTRACTOR SHALL PROVIDE COMPLETE

DESIGN AND CONSTRUCTION OF

PROPOSED PEDESTRIAN BRDIGE, PER

THE PROJECT SPECIFICATIONS

338

336

334

332

3

3

0

3

2

8

ATTACH GUARDRAIL TO EXISTING BRIDGE

RAILING PER GDOT STD. 4012-C

PROVIDE 10 L.F. OF W-BEAM GUARDRAIL (GDOT

STD. 4010) AND TYPE 12 ANCHOR (GDOT STD.

4040) AT EACH END OF EXISTING BRIDGE

WETLAND IMPACT = 0.045 ACRES

CONTRACTOR SHALL INSTALL 100 L.F. OF ORANGE

TREE-SAVE BARRIER FENCE ALONG REQUIRED R/W TO

PROTECT REMAINING WETLANDS

1501 Bass Road, Suite BMacon, GA 31210

(478) 621-7500 officesteven@rowland-engineering.com

www.rowland-engineering.com

DATE:

PROJ NO:

DRAWN BY:

R:\P

ro

je

cts\1

31

6-L

og

C

ab

in

D

rive

\1

31

6-B

AS

E.d

wg

, 5

.2

, O

wn

er, N

ov 1

8, 2

01

5 - 3

:4

7:4

7p

m

FO

R

THIS SEAL IS VALID ONLY IF SIGNED AND DATED

BY THE LICENSED PROFESSIONAL SHOWN.

RO

WL

AN

D

engi

neer

ing

10-08-2015

5.2

CONSTRUCTION

PLAN SHEET

116.1316

SAR

MA

CO

N-B

IB

B C

OU

NT

Y S

PL

OS

T

LA

ND

L

OT

1

74

, D

IS

TR

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T 1

5, B

IB

B C

OU

NT

Y, G

A

AL

TO

N A

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. N

OR

TH

T

O G

RE

EN

M

EA

DO

WS

A

PM

TS

.

LO

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AB

IN

D

RIV

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NH

AN

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ME

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S

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

0

20 20 40

20

8010

11

-1

8-2

01

5 A

DD

ED

W

ET

LA

ND

S A

ND

T

RE

E S

AV

E F

EN

CIN

G A

T C

RE

EK