W

E

X

I

S

T

.

1

2

'

P

.

U

.

E

S

M

T

.

C

A

N

O

E

C

R

E

E

K

L

L

C

H

U

G

H

S

T

O

N

E

C

O

N

S

T

R

U

C

T

I

O

N

W

F

F

Sewer Manhole Elev: 381.73'Top of Pipe: 374.59'

Concrete Pad: 381.4'

Existing Pump House

Existing Utility Meter Pole

Existing Fire Hydrants

MH

8

+

0

0

9

+

0

0

W

W

W

W

P

P

W

F

F

North Corner Penetrometer Hole

South Corner Penetrometer HoleSewer Manhole Elev: 381.73'

Top of Pipe: 374.59'

Top of Concrete: 380.2

14" Top DiameterPump: 376.77'

15" Top Diameter Pump 376.77

12" Diameter Vertical Valve

12" DiameterHorizontal Valve

17" Diameter Valve

Existing Fire Hydrants

MH

0.78'

11.45'

12.27

'

2.04'

10.20'

12.27

'

W

W

W

W

382.52'

CL Station 8+57.88Approx. Road Elev. 382.56'

CL Station 8+70.20Approx. Road Elev. 382.52'

382.50'

382.29'

382.36'Approx. Road Elev

Approx. Road Elev

Approx. Road Elev

Approx. Road Elev

12.23'

DRAW

N B

Y

JOB

NO

.

DATE

CHEC

KED

BY

SS1

SHEET NUMBER

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ENGI

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STS

SU

RVEY

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1 2 3 4 5 6 7

A

B

C

D

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1 2 3 4 5 6 7

A

B

C

D

E

0' 4' 8' 12'

0' 10' 20' 30'

W

F

F

MH

8+00

9+00

W

W

W

W

MHMH

MHJR Hoe MC-420 ManholeStation 8+62.2

Approximate Elev. 382.39'

Station 8+72.2Approx. CL Elev. 382.52

Station 8+55.9Approx. CL Elev: 382.56'

Proposed ConstructedBridge

JR Hoe MC-420 ManholeStation 8+63.2

Approximate Elev. 382.51'

JR Hoe MC-420 ManholeStation 8+67.0Approximate Elev 382.36' DR

AWN

BY

JOB

NO

.

DATE

CHEC

KED

BY

C1

SHEET NUMBER

PRO

POSE

D SI

TE B

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5/20

20

EN

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RS

, IN

C.

2740

Nor

th M

ain

St.

Mad

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ille,

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424

31Ph

one:

(270

) 821

-773

2

Fax:

(270

) 821

-778

9

SS

OC

IAT

ED

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w.a

ssoc

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deng

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Phon

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70) 6

84-8

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Fa

x: (2

70) 6

84-8

449

ENGI

NEE

RS

GEO

LOGI

STS

SU

RVEY

ORS

1 2 3 4 5 6 7

A

B

C

D

E

1 2 3 4 5 6 7

A

B

C

D

E

0' 4' 8' 12'

STATION: 8+55.9APPROXIMATE ELEVATIONS

CL: 3

82.5

6'

BOC:

382

.28'

BOC:

382

.28'

TYPICAL BRIDGED SECTIONAPPROXIMATE ELEVATIONS

CL: 3

82.5

4'

BOC:

382

.26'

BOC:

382

.26'

STATION: 8+72.2APPROXIMATE ELEVATIONS

CL: 3

82.5

2'

BOC:

382

.24'

BOC:

382

.24'

Existing Top of Concrete: 380.2'

15" Top Diameter Pump: 376.77'14" Top Diameter Pump: 376.77'