Reference_Drawings,_1_(Attachment_3).pdf

PDF 16 MB Posted Aug 5, 2019

Attached to: Replace Gate Operating Machinery, East Branch Clarion River Lake, Elk County, PA
Solicitation number: W911WN19B8009
Issued by: Department of the Army Corps of Engineers Engineering District Pittsburgh

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Reference Drawings 1 (Attachment 3) Replace Gate Operating Machinery East Branch Dam Elk County, PA

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Drawings_(Attachment_2).pdf	PDF	Aug 5, 2019

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76' -10

STALL C

ONCRETE R

AMP

63'

-8"

EXCAVATE F

C O

N C

R E

T E

R A

M P

O N

12'-0" 2'-0" SHOULDER (TYP)

40'

SCALE:1''=20'

0 20'10'

LAYDOWN AND STORAGE AREAS.

SEE SPECIFICATIONS FOR CONTRACTOR WORK LIMITS,

NOTE:

A a a a

E X

T E

N S

N B

E G

M P

S T

C A

V A

S T

EXTENSIO

LOWER

APPROACH

RAMP

TOP OF CUT

O F

M P

TOP OF CUT

E X

T E

N S

N E

M P

S T

S H

O U

L D

E R

Y P

EXISTING CONCRETE RAMP

AS-BUILT

R e s e r v o ir s

E a s t

B r a n c h

E B

M is c D a m A r e a Im p r o v e m e n t s c o n s t

C o n t r a c t o r s

B u il t

D J a n

A O b

A z .d g n

T S

D R

S T

A P

A O b

A z .d g n

SCALE: 1" = 20'

PLAN

B O

S E

T T I

B O

S E

T T I

SCALE: 1" = 20'

B O

A T R

A M

P E

X T

E N

PROFILE

P L

A N P

R O

E T

Y P

A L S

E C

G O

L D

E N s

B E

S C

H N

E L

L E

C-1006-A

A M

E N

D M

B L

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

PITTSBURGH DISTRICT

T S

B U

R G

A R

N R

E R

E A

S T B

R A

N C

H L

A K

R e s e r v o ir s

E a s t

B r a n c h

E B

M is c D a m A r e a Im p r o v e m e n t s c o n s t

C o n t r a c t

B u il t

D J a n

A O b

A z .d g n

T S

D R

S T

A P

A O b

A z .d g n

W N

A R

E A I

M P

R O

V E

M E

N T S

C E

L L

A N

E O

U S D

A M

S O

A T

N N

W N

A U

G U

RAMP (2 LANES)

EXISTING CONCRETE

RAMP (1 LANE)

EXISTING CONCRETE

EXISTING RIPRAP

STEPS

PARKING AREA

GROUND

EXISTING

16601660

4+50 4+70 4+90 5+10 5+30 5+50 5+70 5+90 6+10 6+30 6+50 6+70 6+90 7+10 7+30 7+50 7+70 7+90 8+00

E L

E V

A T I

O N

E L

E V

A T I

O N

BEGIN RAMP EXTENSION

END OF EXISTING RAMP

END RAMP EXTENSION

CENTERLINE OF RAMP

SLOPE = -14.0%

SLOPE = 0.0%

APPROACH TO RAMP

END EXCAVATION FOR LOWER

C NEW RAMP EXTENSION

ASECTION

SCALE: 1" = 5'

0 5'

SCALE: 1"=5'

10'

END OF EXISTING RAMP

6" AGGREGATE BASE COURSE

1.5

8" REINFORCED CONCRETE PAVEMENT

15" R-4 STONE SHOULDER (TYP)

EXCAVATION LINE 6% SLOPE

FILTER FABRIC

TYPICAL

0 20'

SCALE: 1"=10'

10'

FOR TYPICAL SECTION, SEE SECTION A ON DWG C-1006.

NOTE:

AS-BUILT

R e s e r v o ir s

E a s t

B r a n c h

E B

M is c D a m A r e a Im p r o v e m e n t s c o n s t

C o n t r a c t

B u il t

D J a n

A O b

C z .d g n

T S

D R

S T

A P

A O b

C z .d g n

B O

S E

T T I

B O

S E

T T I

SCALE: 1" = 10'

B O

A T R

A M

P E

X T

E N

SECTIONS

S E

C T

N S

C-3007

G O

L D

B E

S C

H N

E L

L E

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

PITTSBURGH DISTRICT

T S

B U

R G

A R

N R

E R

E A

S T B

R A

N C

H L

A K

R e s e r v o ir s

E a s t

B r a n c h

E B

M is c D a m A r e a Im p r o v e m e n t s c o n s t

C o n t r a c t

B u il t

D J a n

A O b

C z .d g n

T S

D R

S T

A P

A O b

C z .d g n

W N

A R

E A I

M P

R O

V E

M E

N T S

C E

L L

A N

E O

U S D

A M

S O

A T

N N

W N

A U

G U

E L

E V

A T I

O N

0 10 20 30 40-10-20-30-40

STA 5+90

E L

E V

A T I

O N

0 10 20 30 40-10-20-30-40

STA 6+00

E L

E V

A T I

O N

0 10 20 30 40-10-20-30-40

STA 6+10

E L

E V

A T I

O N

0 10 20 30 40-10-20-30-40

STA 6+20

E L

E V

A T I

O N

0 10 20 30 40-10-20-30-40

STA 6+30

0 10 20 30 40-10-20-30-40

STA 6+40

0 10 20 30 40-10-20-30-40

STA 6+50

0 10 20 30 40-10-20-30-40

STA 6+60

0 10 20 30 40-10-20-30-40

STA 6+70

0 10 20 30 40-10-20-30-40

STA 6+80

0 10 20 30 40-10-20-30-40

STA 6+90

E L

E V

A T I

O N

0 10 20 30 40-10-20-30-40

STA 7+00

E L

E V

A T I

O N

0 10 20 30 40-10-20-30-40

STA 7+10

E L

E V

A T I

O N

0 10 20 30 40-10-20-30-40

STA 7+20

E L

E V

A T I

O N

0 10 20 30 40-10-20-30-40

STA 7+30

E L

E V

A T I

O N

EL 1625.3

EL 1623.9

EL 1622.5

EL 1621.1

EL 1619.7

EL 1618.3

EL 1616.9

EL 1615.5

EL 1614.1

EL 1613.0

C C

Reference Drawings

AO38b_312_C-1006-Az

AO38b_312_C-3007z

038b-U1-40_07

038b-U1-40_08.3

038b-U1-40_09.2

038b-U1-40_10.4

038b-U1-40_11.2

038b-U1-40_19.4

038b-U1-40_20.3

038b-U1-40_21.5

038b-U1-40_26.3

038b-U1-40_28.2

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