LD8PR_C-102XXX_11x17.pdf

49.5'

.6

.5

89'

EXISTING MANHOLE STRUCTURES

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

D

2 3

C

4 5

A

B

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

P L

O T D

A T

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

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

A N

S I

D

W E

S -1

-B

P J

M

P J

M

G C

W

S

IT

E P

L A

N

C-102

L

D P

R

C -1

X X

X .d g n

/2

/2

L O

C K D

A M

G E

N O

A

W I

M

IS

S

IS

S

IP

P I

R

IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N A

D

W I S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

E L E

V A

T

IO

N D

A T

U M

V E

R T

IC

A L C

O N

T R

O L

C O

O R

D

IN

A T

E S

Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

T R

O L

C O

M B

IN

E D F

A C

T O

R

C F

G E

O

ID

100'0 50'

MISSISSIPPI RIVER

FLOW

LEGEND

GENERAL NOTES SHEET KEY NOTES

REPAIR

= BITUMINOUS SEAL COAT AND CRACK

= CRACK REPAIR

2" BITUMINOUS NON-WEAR COURSE

TACK COAT

2" BITUMINOUS WEAR COURSE

= 4" BITUMINOUS PAVING SECTION:

GREAT RIVER ROAD

T O

M S

U L L

Y

/0

/3

L

O C

K A

N D D

A M P

A V

E M

E N

T R

E H

A B

IL

IT

A T

IO

N

TACK COAT

= OVERLAY 2" WEARING COURSE

N

1" =50'

B1

SCALE:

LOCK AND DAM 8

SITE PLAN

WHERE NOTED.

EXCEED OUTSIDE OF THE PAVEMENT REPAIR AREAS EXCEPT

PARKING AND STAGING AREAS, IF NEEDED. WORK IS NOT TO

COORDINATE WITH CONTRACTING OFFICER FOR PERSONNEL

AREAS SHOWN ON THE DRAWINGS. CONTRACTOR TO

INCLUDING STAGING AND STORAGE, TO WITHIN THE WORK

1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,

P J

M A

M E

N D

M E

N T

A M

E N

D M

E N

T

-0

-0

= FOG SEAL

9. FOG SEAL BITUMINOUS PATH.

AREA SHOWN IN KEYNOTE 1.

BITUMINOUS PAVEMENT (A1/C-501) IN CONJUNCTION WITH

8. REMOVE CONCRETE PAVEMENT, THEN REPLACE WITH

C3/C-501 AND D3/C-501.

7. CLEAN AND REPAIR CRACKS AS SHOWN ON DETAILS

C-501.

VALVE STEM TO MATCH NEW GRADE. SEE PHOTO A5 ON

OVERLAY. GRADE TO DRAIN AWAY FROM VALVES, ADJUST

6. FULL DEPTH PAVEMENT PATCH AT VALVES PRIOR TO 2"

CONCRETE FROM MANHOLE/VAULT STRUCTURES (2).

OVERLAY TO DRAIN, AND TO MATCH EDGES OF EXISTING

5. 2" OVERLAY AS SHOWN ON DETAIL C1/C-501. GRADE

C3/C-501 AND D3/C-501, THEN APPLY SEAL COAT.

4. CLEAN AND REPAIR CRACKS AS SHOWN ON DETAILS

SEE PHOTOS B4 AND A4 ON C-501.

DRAIN. PLACE GEOTEXTILE AND NEW RIPRAP ON SLOPE.

BELOW PAVEMENT FAILURE. COMPACT AND GRADE TO

3. REPLACE PAVEMENT, SUBGRADE, AND FILL MATERIAL

2. CLEAN AND RE-SEAL SIDEWALK JOINTS.

AGGREGATE SHOULDER (A1/C-501).

FROM PAVEMENT EDGE TO ALLOW PLACEMENT OF

SLOPE OF 1V:200H. WORK LIMITS TO BE EXTENDED OUT

TRANSITION TO ADJACENT PAVEMENT AT A MAXIMUM

REPLACEMENT) AS SHOWN ON DETAIL A1/C-501. PLACE

1. REPLACE 4" BITUMINOUS PAVEMENT (FULL DEPTH

P J

M A

M E

N D

M E

N T

-0

-2

A M

E N

D M

E N

T