Q9-69-385-PLOT.pdf

®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

020 10 30 60FT

SCALE: 1''= 30'

MANHOLE #4

MANHOLE #3

MANHOLE #2

MANHOLE #1

24" C.M. PIPE

MEET ACTUAL ELEVATION.

SEWER LINE AS NECESSARY TO

ADJUST ELEVATION OF PROPOSED

TION AT POINT OF CONNECTION.

FIELD CHECK SEWER INVERT ELEVA-

P lo t T im e

P lo t

D a te

F il e N a m e

:5

:0

A

M

/4 /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

Q9-69/385

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

P R

O F

IL

E

Q -6

9̂ .d g n

N

S H

V

IL

L E T

E N

N E

S S

E E

A M

D

M H

R

IM

E

L

A D

D E

D

N O

T E U

P D

A T

E D

F C

M /0

/2

M

D

/0

/2

R

E M

O V

E D C .I P

IP

E R

E V

IS

E D N

O T

E

F C

M

0+00

E L E

V A

T

IO

N I

N F

E E

T

M S

L

-40

-20 -20 -40 -60 -80 -20 -40 -60 -80 -20 -40 -60 -80 -20 -40 -60 -80 -20 -40 -60 -80 -20 -40 -60 -80 -20 -40 -60 -801+00 2+00 3+00 4+00 5+00 6+00

E L E

V A

T

IO

N I

N F

E E

T

M S

L

PROFILE

8" PIPE @ 0.5%

E D

G E O

F B

L D

G

8" PIPE @ 0.5%

8" PIPE @ 3.6%

8" P

IPE @

11.2

LOCATIONS IN THE PROFILE ARE APPROXIMATIONS. SEE NOTE #9 FOR THRUST BLOCK DETAILS.

THESE BLOCKS INDICATE WHERE THE THRUST BLOCKS WILL BE PLACED. ALL THRUST BLOCK

LEGEND:

IN

V E

L .6

S T

A

IN

V E

L .4

S T

A

IN

V E

L .6

S T

A

R

IM

E

L .0

IN

V E

L .0

S T

A

PIPE LENGTH (~40') FROM THE MANHOLES TO ENSURE NO MOVEMENT.

ALL THRUST BLOCKS SHALL BE 18" X 18" X 18". THRUST BLOCKS SHALL BE PLACED ONE HDPE9.

PIPE DOES NOT MOVE OVER TIME.

THRUST ANCHORS WILL BE USED IN CONJUNCTION WITH THRUST BLOCKS TO ENSURE THE HDPE8.

NEW SEWER LINES SHALL MATCH EXISITNG GRADES. FOLLOW NOTE #2.7.

SHOWN IN C100.

THE NEW SEWER LINE SHALL TIE BACK INTO THE EXISITNG MANHOLE #4, OWNED BY THE CITY AS6.

WATERPROOF COVERS AS SHOWN IN THE WATERPROOF MANHOLE COVER DETAIL.

BE REPLACED FOLLOWING THE MANHOLE DETAIL. MANHOLE #2 AND MANHOLE #3 SHALL HAVE

AT LEAST 12" ABOVE FINAL GRADE. SEE DETAIL C702. MANHOLE #2 AND MANHOLE #3 SHALL ALSO

MANHOLE #1 SHALL BE REPLACED FOLLOWING THE MANHOLE DETAIL AND SHALL BE ELEVATED5.

VIEW AT STATION 1+ 78.

OR CMP WILL BE AT THE EXPENSE OF THE CONTRACTOR. THE CMP IS SHOWN IN THE PROFILE

THE ROADWAY AND CMP SHALL HAVE IN PLACE PROTECTION. ANY DAMAGE TO THE ROADWAY4.

THE NEW SEWER LINE SHALL BE 8" DR11 HDPE. 3.

OF THE AS-BUILT PACKAGE. ELEVATIONS SHALL BE RECORDED IN NAVD88.

NEW SEWER LINE, NEW MANHOLE INVERT ELEVATIONS SHALL BE RECORDED AND PROVIDED AS PART

THIS CONSTRUCTION EFFORT AND VERIFY ALL ELEVATIONS IN THE FIELD. UPON CONSTRUCTION OF

373.01 AS VERTICAL CONTROL. THE CONTRACTOR SHALL MAINTAIN MH#4 AS VERTICAL CONTROL FOR

ALL ELEVATIONS IN THIS DRAWING WERE VERIFIED IN APRIL 2020 USING A MH#4 RIM ELEVATION OF 2.

PIPE.

PIPE MATERIALS SHOULD BE FIELD VERIFIED. ANTICIPATE MATERIALS TO CONSIST OF CLAY AND CAST IRON

THIS PROFILE WAS DEVELOPED IN MICROSTATION BASED ON A PDF OF A PLANSET DATED 1971. EXISTING1.

NOTES: