Q9-69-381-Plot.pdf

THE DRAWINGS IS APPROXIMATE.1 FOOT AND AT THE DEPTH REQUIRED BY THE DRAWINGS. LOCATION OF THE NEW MANHOLES SHOWN ON

THE NEW MANHOLES SHALL BE INSTALLED AT THE SAME LOCATIONS AS THE EXISTING MANHOLES (+/-)

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

1 2 3 4 5

D

C

A

B

J U

N E /2

RTA

LA

K E B

A R

K

LE

Y D

R

IV

E

LEGEND

N

REHAB

RESTROOM

SEWER LINE REPLACEMENT

E X

IS

T

IN

G C

IT

Y S

E W

E R L

IN

E

CITY MANHOLE

CITY SEWER LINE

3. MINIMIZE DISTURBANCE OF ANY EXISTING TREES.

NEEDED DURING THE CONSTRUCTION PERIOD.

REQUIRED WHERE IT IS EVIDENT THAT EROSION OR SEDIMENT CONTROL IS

2. AT A MINIMUM, EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPS) ARE

CONSTRUCTION PERIOD.

COMMENCING EARTHWORK AND SHALL BE MAINTAINED THROUGHOUT THE

1. ALL NECESSARY EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO

ENVIRONMENTAL NOTES:

MANHOLE REPLACEMENT

STEEL ENCASEMENT SLEEVE

LINES

OVERHEAD POWER

WOOD FENCE

METAL GATE W/

OPTION

WITH WATERPROOF COVER

MANHOLE REPLACEMENT

WITH WATERPROOF COVER

MANHOLE REPLACEMENT

RIP RAP

LAYDOWN AREA

TOP OF DITCH

PROFILE GRADE

DRAINAGE DITCH

IN THE BOTTOM RIGHT.

SEE THE RIP RAP DETAIL

WITH FILTER FABRIC.

CLASS II RIP RAP

IN THE BOTTOM RIGHT.

SEE THE RIP RAP DETAIL

WITH FILTER FABRIC.

CLASS II RIP RAP

REPLACEMENT

4" SEWER LINE

RESTROOM FACILITY

REPAIRED. SEE NOTE 14.

SLEEVE AND ASPHALT TO BE

DUCTILE IRON ENCASEMENT

UNDERGROUND ELECTRICAL LINE

P lo t T im e

P lo t

D a te

F il e N a m e

:0

:0

P

M

/5 /2 c d o c u m e n ts a n d s e tt in g s \h e c x fc m \p w w o rk \c e lr n \d m s \Q

-6

9̂ .d g n

X

NASHVILLE DISTRICT

N A

S H

V

IL

L E D

IS

T R

IC

T

Q9-69/381

A N

S I

D

F C

M

R A

G

R A

G

R O

B E

R T W

B A

U L S

IR

II

I P .E

W P -2

-X -X

X X

X

W P

Q

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

X

S E

W E

R L

IN

E R

E P

L A

C E

M E

N T

C U

M B

E R

L A

N D R

IV

E R W

A T

E R

S H

E D

B A

R K

L E

Y D

A M P

R O J E

C T

P U

B L

IC

U

S E A

R E

A S S

IT

E N

O

K U

T T

A W

A

K E

N T

U C

K Y

X

X

P L

A N

Q -6

9̂ .d g n

N A

S H

V

IL

L E T

E N

N E

S S

E E

HDPE - DR11

REPLACEMENT

8" SEWER LINE

REPAIRED. SEE NOTE 14.

AND ASPHALT TO BE

SLEEVE (AWWA C151, CL 350)

DUCTILE IRON ENCASEMENT

1-2'

AND MINOR GRADING

TOPSOIL PLACEMENT

HDPE - DR11

REPLACEMENT

8" SEWER LINE

HDPE - DR11

REPLACEMENT

8" SEWER LINE

150'0 75'

REPLACEMENT

MANHOLE

SHALL BE AT THE CONTRACTOR'S EXPENSE.

15. THE WATER LINE SHALL HAVE IN PLACE PROTECTION AND ANY DAMAGES TO THE WATER LINE

REPAIRS SHALL NOT BE COLD PATCH.

ASPHALT WILL HAVE TO BE REMOVED FOR NEW SEWER LINE AND ENCASEMENT PIPES. ROADWAY

14. ASPHALT TO BE REPLACED WHERE CAST IRON ENCASEMENT SLEEVES ARE LOCATED. CURRENT

THE CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE.

LAYDOWN AREA SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION OF

DAMAGES TO THE LAYDOWN AREA DURING CONSTRUCTION. UPON CONSTRUCTION COMPLETION, THE

13. THE LAYDOWN AREA SHALL BE LOCATED AS INDICATED IN THE DRAWING. MINIMIZE FOOTPRINT AND

CONSTRUCTION RIPRAP ENCAPSULATES PRE-CONSTRUCTION LIMITS.

12. NOTE LIMITS OF EXISTING RIPRAP ON THE NORTH END PRIOR TO CONSTRUCTION TO ENSURE POST

MATERIALS ARE PLACED AT PRE-CONSTRUCTION ELEVATIONS.

11. INVERT ELEVATIONS SHOULD BE CAPTURED WITH EXISTING CONDITIONS TO ENSURE THAT NEW

CONTRACTOR WILL BE COMPLETE WITH ALL TASKS INCLUDING CLEAN UP, BY MARCH 1, 2021.

10. CONSTRUCTION SHALL NOT COMMENCE PRIOR TO SEPTEMBER 30, 2020. THE

A MANNER SO THAT THE CONTRACTOR CAN BACKFILL ALL OPEN TRENCHES WITHIN 48 HOURS.

9. UNLESS OTHERWISE APPROVED, TRENCH EXCAVATION AND PIPE PLACEMENT SHALL PROGRESS IN

CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.

8. EXISTING SEWER LINE REMOVED DURING CONSTRUCTION SHALL BECOME THE PROPERTY OF THE

CONSTRUCTION.

7. SEE ELECTRICAL LINE REFERENCE FOR SPLICING REQUIREMENT NOTES IF A LINE IS SEVERED DURING

6. REFER TO BID SCHEDULE FOR APPROXIMATE LENGTHS OF PIPE REQUESTED.

THE DETAILS. LOCATION OF THE NEW SEWER LINE SHOWN ON THE DRAWINGS IS APPROXIMATE.

5. THE NEW SEWER PIPING SHALL BE HDPE DR11 AND SHALL BE PLACED AT THE DEPTH REQUIRED BY

AND FINAL PIPE ALIGNMENT WITH THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

UTILITIES AND SITE FEATURES PRIOR TO BEGINNING CONSTRUCTION. COORDINATE DISCREPANCIES

4. THE CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED ALIGNMENTS WITH RESPECT TO EXISTING

3. XYZ CAD DATA WILL BE MADE AVAILABLE UPON CONTRACTOR'S REQUEST.

ESTIMATE PIPE LENGTH BASED ON DRAWINGS PROVIDED.

2. IMAGERY PROVIDED FOR GENERAL SITE ORIENTATION. IMAGERY WAS ALSO USED TO SCALE AND

THE IMAGERY WAS CAPTURED ON MARCH 15, 2019.

1. IMAGERY WAS IMPORTED INTO MICROSTATION FROM GOOGLE EARTH. ACCORDING TO THE SOFTWARE, GENERAL NOTES:

A M

D

E X

IS

T

W A

T E

R L

IN

E A

D D

E D T

O P

L A

N V

IE

W R

A W

/0

/2

WATER

WATER SHUTOFF

FABRIC AND STONE

AND PLACE GEOTEXTILE

EXCAVATE EXISTING SOIL

EXCAVATION)

(BOTTOM AND SIDES OF

GEOTEXTILE FILTER FABRIC

12" CLASS II CHANNEL LINING

1 (MIN)

12.5

RIPRAP DETAIL - TYPICAL CROSS SECTION