A22 Reference Plan Set Lock 20.pdf

MISSISSIPPI RIVER

LOCK NOS. 16, 18 & 20

KEVEL RAIL REPLACEMENT

Reference Plan Set

Lock & Dam 20 Original Construction

KEVEL RAIL REPLACEMENT

Reference Plan Set

Lock & Dam 20 Central Control Station Construction

KEVEL RAIL REPLACEMENT

Reference Plan Set

Lock & Dam 20 Upper Guide Wall Break

KEVEL RAIL REPLACEMENT

Reference Plan Set

Lock & Dam 20 Traveling Kevel Rail

KEVEL RAIL REPLACEMENT

Reference Plan Set

Lock & Dam 20 Major Rehabilitation

KEVEL RAIL REPLACEMENT

Reference Plan Set

Lock & Dam 20 Horizontal Concrete Repairs

US Army Corps of Engineers

A

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Number:

Reference

Sheet

S c a l e

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District Rock Island

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G N

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3Sheet of 36

D e s ig n e d B y

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P r o j e c t C o d e

S o l i c i t a t i o n N u m b e r

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I N

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A

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I G

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D B

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C h i e f

D e s i g n

B r a n c h t e

C h i e f

H y d r a u l i c s

B r a n t e

C i e f

G e o t e c h n i c a l

B r a n t e m r

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REPAIRS

HORIZONTAL CONCRETE

LOCK AND DAM 20

X101

C O

V E

R S

H E

E T

M A

Y

CANTON

DILLON ISLAND

BARNS ISLAND

MEYER

WISCONSIN

ILLINOIS

IN

D

IA

N

A

IOWA

MISSOURI

KENTUCKY

SPRINGFIELD

QUINCY

DAVENPORT

BURLINGTON

ROCK ISLAND

CHICAGO

OHI

O

R

W A

B A

S H

R

.MISSOURI R.

R

IL

L

R

ROCK

R

LAKE

MICHIGAN

M

IS

S

IS

S

IP

P I

O

IS

I L L I N O I S

M I S S O U R I

M I S S I S S I P P I R I V E R

WYA

C

O

N

DA

R

IV

E

R

BURLINGTON NORTHERN R.R.

VICINITY MAP

NO SCALE

CANTON

SHEET

REF. NO.

SHEET

NO.

HANNIBAL

ST. LOUIS

B U

S

IN

E S

S

B U

S

IN

E S

S

B

B

IN

MISSOURI

R.

A

A

A1A2

A1A3

A1A2

ELEVATION IDENTIFICATION

DETAIL IDENTIFICATION

INDICATES SECTION

NUMBER OF SHEET ON WHICH DETAIL IS DRAWN

NUMBER OF SHEET ON WHICH ELEVATION IS DRAWN

NUMBER OF SHEET ON WHICH SECTION IS DRAWN

INDICATES ELEVATION

INDICATES DETAIL

LEGENDLOCATION PLAN

NO SCALE

LOCK AND DAM 20CANTON

QUINCY

HANNIBAL

IS TAKEN

ON WHICH SECTION

NUMBER OF SHEET

IS TAKEN

ON WHICH ELEVATION

NUMBER OF SHEET

IS TAKEN

ON WHICH DETAIL

NUMBER OF SHEET

NO SCALE

SHEET

REF. NO.

SHEET

NO.

TITLE OF DRAWING

COVER SHEET

REFERENCE DRAWINGS

LOCATION MAP

LOCK AND DAM 20

PROJECT LOCATION

SITE PLAN

HANDRAIL LAYOUT

M M

M

T D

H

B L

L

T E

M

X102

A N

D I

N D

E X

L O

C A

T I O

N M

A P

V

IC

IN

IT

Y

M A

P

X101

X102

C101

S101

S102

S103

S104

S105

LOCK AND DAM 20

LOCK AND DAM 20

S106

S107

S108

HORIZONTAL RESURFACING DETAILS I

HORIZONTAL RESURFACING DETAILS II

KEVEL RAIL DETAILS

SECTION IDENTIFICATION

UPSTREAM GUIDEWALL PLAN I

UPSTREAM GUIDEWALL PLAN II

UPSTREAM GUIDEWALL CONTRACTION JOINT LAYOUT

UPSTREAM GUIDEWALL PLAN II

INDEX OF DRAWINGS - L/D 20

VICINITY MAP LOCATIOIN MAP AND INDEX

US Army Corps of Engineers

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Number:

Reference

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S c a l e

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District Rock Island

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Sheet of 36

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D a t e

P r o j e c t C o d e

S o l i c i t a t i o n N u m b e r

A S

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N

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C W

-0

-B

-0

D e s c r i p t i o n D a t e

S y m b o l

R e v i s i o n s

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M I S S I S S I P P I R I V E R

FLOW

EL.492.66

BENCHMARK

C101

T E

M

B L

L

T D

H

M M

M

S I T

E P

L A

N

60 600 120'

SCALE IN FEET

SITE PLAN

SITE PLAN

M A

T C

H L

I N

E

TO LOCK AND DAM 20

EXISTING ACCESS ROAD

FLOW

UPPER GUIDE WALL

BUILDING

MAINTENANCE

EXISTING

M I S S I S S I P P I R I V E R

70'

SURFACED DRIVE

EXISTING GRANULAR

TOP OF EXISTING CREEK BANK

EXISTING 36" HIGH CHAIN-LINK FENCE

CONTROL STATION

EXISTING CENTRAL

STAGING AREA

CONTRACTOR AND CONTRACTOR)

SHARED BY GOVERNMENT

STAGING AREA (TO BE

M A

T C

H L

IN

E

CONTROL STATION

EXISTING OLD CENTRAL

S T

A .1

A

DOUBLE SWING GATE

EXISTING 8' WIDE

S T

A .0

A

WORK LIMITS

NO WORK

LOWER GUIDEWALL

6. MINOR ELECTRICAL WORK.

5. REGRADING AND RESEEDING AS REQUIRED ALONG UPPER GUIDEWALL.

4. INSTALL NEW DRAIN BEHIND RETAINING WALL.

ACCOMPLISH RESURFACING WORK.

BE REINSTALLED WITH NEW ANCHOR BOLTS. REMOVE EXISTING HANDRAIL TO

ANCHORS. THERE ARE APPROXIMATELY 81 HANDRAIL POSTS. EACH POST SHALL

3. REMOVE AND REINSTALL EXISTING HANDRAIL ON UPPER GUIDEWALL WITH NEW

AND RETAINING WALL.

BASE MATERIAL AS REQUIRED AND CONSTRUCT NEW CONCRETE SIDEWALK

RETAINING WALL. RECOMPACT EXISTING SUBGRADE MATERIAL, PLACE NEW

2. REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK AND

GUIDEWALL, INSTALL BOND BREAKER AND PLACE NEW CONCRETE SURFACE.

1. RESURFACE UPPER GUIDEWALL, REMOVE 4" OF CONCRETE FROM TOP OF

SCOPE OF WORK FOR LOCK & DAM 20:

AND REPLACE SIDEWALK

AND REINSTALL HANDRAIL,

HORIZONTAL CONCRETE, REMOVE

UPPER GUIDEWALL RESURFACING

US Army Corps of Engineers

A

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Number:

Reference

Sheet

S c a l e

D r a w n B y

District Rock Island

D

G N

S P

E C

S Y

T I M

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A B C D E F G H

R O

C K

I S

L A

N D

IL

L

IN

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IN

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D e s ig n e d B y

C h e c k e d B y

R e v ie w e d

B y

D a t e

P r o j e c t C o d e

S o l i c i t a t i o n N u m b e r

A S

S H

O W

N

D A

C W

-0

-B

-0

D e s c r i p t i o n D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d m r

H O

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49484746

UPPER GUIDEWALL

S101

T E

M

B L

L

T D

H

M M

M

S T

A .0

A

SIDEWALK

KEVEL RAIL

PLAN

PLAN

P U

L L

B O

X A

N D

L

IG

H T

S T

A N

D A

R D

5 50 10'

SCALE IN FEET

INDICATES REMOVAL OF CONCRETE

INDICATES PLACEMENT OF CONCRETE

LEGEND

OF CONCRETE 4" LOCKWALL RESURFACING

INDICATES REMOVAL AND REPLACEMENT

OF CONCRETE

UPPER GUIDEWALL

FLOW

SIDEWALK

KEVEL RAIL

PLAN

HANDRAIL

M A

T C

H L

I N

E A

S E

E S

H E

E T

S

¼

¼

M J S

T A

.8

.0

A

M J S

T A

.9

.0

A

M J S

T A

.9

.0

A

M J S

T A

.9

.0

A

M J S

T A

.9

.0

A

M J S

T A

.9

.0

A

M J S

T A

.1 .0

A

M J S

T A

.1 .0

A

P L

A N

I U

P P

E R

G U

ID

E

W A

L L

DETAILS.

CURB, SEE SHEET S106 FOR

REMOVE AND REPLACE EXISTING

REPAIR IS EVIDENT)

TO EXISTING COLD JOINT (PREVIOUS

REMOVE AND REPLACE RETAINING WALL

1'' MIN. CLEARANCE REQUIRED.

TO ALLOW ROOM FOR RETAINING WALL.

APPROX. 4'' WIDE AND APPROX. 30'' DEEP

SAWCUT EDGE OF GAGE WELL ENCLOSURE

FLOW

444342

SIDEWALK

REMOVE AND REPLACE SIDEWALK

(NO WORK)

KEVEL RAIL

SEE SHEET 105 FOR DETAILS

RESURFACE TOP OF GUIDEWALL

¼

M J S

T A

.7 .1

A

M J S

T A

.7

.0

A

M J S

T A

.8

.0

A

M J S

T A

.8

.0

A

M J S

T A

.8

.0

AAIR LINES

DAMAGE EXISTING

TAKE CARE NOT TO

CONDITIONS.

DRAWINGS FOR EXISTING

STANDARDS. SEE REFERENCE

LENGTH, BEHIND ALL LIGHT

SHALL BE STRAIGHT FOR THE ENTIRE

STANDARDS. NEW RETAINING WALL

AND IS BLOCKED OUT AROUND LIGHT

APPROX. 8" CLOSER TO LOCKWALL

EXISTING RETAINING WALL IS

18''

SHEET S107

SEE LADDER DETAIL

BEHIND MONOLITH #47

WELL AND ELECTRICAL CONDUITS

DO NOT DAMAGE EXISTING GAGE

JOINT ALREADY MADE FROM PREVIOUS REPAIR. SAWCUT ALONG KEVEL RAIL MAY NOT BE NECESSARY

US Army Corps of Engineers

A

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Number:

Reference

Sheet

S c a l e

D r a w n B y

District Rock Island

D

G N

S P

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S Y

T I M

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A B C D E F G H

R O

C K

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L

IN

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C O

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S O

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IN

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IS

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Sheet of 36

D e s ig n e d B y

C h e c k e d

B y

R e v ie w e d

B y

D a t e

P r o j e c t C o d e

S o l i c i t a t i o n N u m b e r

A S

S H

O W

N

D A

C W

-0

-B

-0

D e s c r i p t i o n D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d m r

H O

R

IZ

O N

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C R

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A

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S L

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K A

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D A

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M I S

S I S

S I P

P I R

I V

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M

O

M A

Y

S102

T E

M

B L

L

T D

H

M M

M

5 50 10'

SCALE IN FEET

INDICATES REMOVAL OF CONCRETE

INDICATES PLACEMENT OF CONCRETE

LEGEND

OF CONCRETE 4" LOCKWALL RESURFACING

OF CONCRETE

S T

A .1

.0

A

FLOW

UPPER GUIDEWALL

PLAN

L

IG

H T

S T

A N

D A

R D

58575655

FLOW UPPER GUIDEWALL

PLAN

S T

A .1

.0

A

L

IG

H T

S T

A N

D A

R D

P U

L L

B O

X A

N D

KEVEL RAIL

SIDEWALK

53 5452

FLOW

UPPER GUIDEWALL

PLAN

SIDEWALK

KEVEL RAIL

M A

T C

H L

I N

E A

S E

E S

H E

E T

S

¼

SIDEWALK

¼

¼

M J S

T A

.1 .0

A

M J S

T A

.1 .0

A

M J S

T A

.1

.0 A

M J S

T A

.1 .0

A

M J S

T A

.1 .0

A

M J S

T A

.1 .0

A

M J S

T A

.1

.0 A

M J S

T A

.1

.0 A

M J S

T A

.1 .0

A

M J S

T A

.1 .0

A

M J S

T A

.1 .0

A

P L

A N

I I

U P

P E

R G

U

ID

E W

A L

L

BY GOVERNMENT

REMOVED AND REINSTALLED

LOCKMAN'S SHELTER TO BE

CONDITIONS.

REFERENCE DRAWINGS FOR EXISTING

SEE SHEET S106 FOR DETAILS. SEE

REMOVE AND REPLACE RETAINING WALL,

L

IG

H T

S T

A N

D A

R D

D A

M A

G E

D N

A V

IG

A

T

IO

N L

IG

H

T

BY GOVERNMENT

REMOVED AND REINSTALLED

LOCKMAN'S SHELTER TO BE

CONDUCTORS TO REMAIN

EXISTING CONDUIT AND

(NO WORK)

KEVEL RAIL

NEW RETAINING WALL

TO REMAIN

AND CONDUCTORS

EXISTING CONDUIT

WILL REMOVE EXISTING LIGHT STAND BASE.

REINSTALL LIGHT STAND. CONTRACTOR

WALL. GOVERNMENT WILL REMOVE AND

ADJACENT TO RIVERSIDE EDGE RETAINING

CONDUCTOR OUT OF CONCRETE 6''

CONCRETE. LEAVE END OF CONDUIT AND

LIGHT STAND TO REMAIN. BURY BELOW

EXISTING CONDUIT AND CONDUCTOR FOR

S T

E E

L R

I N

G

M I S

S I N

G

5'

BANK (SEE DRAWING R101).

DO NOT DAMAGE CONDUCTORS IN EXISTING DUCT

NO CONCRETE WORK

US Army Corps of Engineers

A

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Number:

Reference

Sheet

S c a l e

D r a w n B y

District Rock Island

D

G N

S P

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S Y

T I M

E

A B C D E F G H

R O

C K

I S

L A

N D

IL

L

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C O

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Sheet of 36

D e s ig n e d B y

C h e c k e d

B y

R e v ie w e d

B y

D a t e

P r o j e c t C o d e

S o l i c i t a t i o n N u m b e r

A S

S H

O W

N

D A

C W

-0

-B

-0

D e s c r i p t i o n D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d m r

H O

R

IZ

O N

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49484746

45444342

UPPER GUIDEWALL

FLOW

S103

T E

M

B L

L

T D

H

M M

M

PLAN

PLAN

5 50 10'

SCALE IN FEET

UPPER GUIDEWALL

FLOW PLAN

M A

T C

H L

I N

E A

S E

E S

H E

E T

S

M .J

S

T A

.7

.1

A

M .J

S

T A

.7

.0

A

M .J

S

T A

.8

.0

A

M .J

S

T A

.8

.0

A

M .J

S

T A

.8

.0

A

M .J

S

T A

.9

.0

A

M .J

S

T A

.9

.0

A

M .J

S

T A

.9

.0

A

M .J

S

T A

.9

.0

A

M .J

S

T A

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.0

A

M .J

S

T A

.9

.0

A

M .J

S

T A

.1

.0 A

M .J

S

T A

.1

.0 A

E

E E

E

E

E E

E

E

E

E

E

E

E

E

E

E

EXISTING MONOLITH JOINT

EXPANSION JOINT

CONTRACTION JOINT (C.J.)

LEGEND:

M.J.

FOR JOINT DETAILS.

1) SEE SHEET S106 AND SPECIFICATIONS

NOTE

E

E

E

6'-0" MAX

EVENLY SPACED

6'-0" MAX

EVENLY SPACED

6'-0" MAX

EVENLY SPACED

6'-0" MAX

EVENLY SPACED

6'-0" MAX

EVENLY SPACED

6'-0" MAX

EVENLY SPACED

L A

Y O

U T

C O

N T

R A

C T

I O

N J

O I N

T

U P

P E

R G

U

ID

E W

A L

L

S T

A R

T F

R E

N C

H D

R A

IN

EDGE OF GAGE WELL.

FRENCH DRAIN 1' MIN. FROM

DRAIN PIPES. DISCONTINUE

SLOPE TO DRAIN TO ADJACENT

NO DRAIN PIPE THIS SLAB.

FRENCH DRAIN

C.J.C.J.

C.J.

ON SLABS (TYP.)

DRAIN PIPES CENTERED

2" ELECTRICAL CONDUIT

e s c r i p t i o n D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d m r

H O

R

IZ

O N

T A

L C

O N

C R

E T

E R

E P

A

IR

S L

O C

K A

N D

D A

M N

O

M I S

S I S

S I P

P I R

I V

E R

M

O

M A

Y

R O

C K

I S

L A

N D

IL

L

IN

O

IS

C O

R P

S O

F E

N G

IN

E

E R

S U

.S A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

Sheet of 36

D e s ig n e d B y

C h e c k e d

B y

R e v ie w e d

B y

D a t e

P r o j e c t C o d e

S o l i c i t a t i o n N u m b e r

A S

S H

O W

N

D A

C W

-0

-B

-0

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a w n B y

District Rock Island

D

G N

S P

E C

S Y

T I M

E

A B C D E F G H

S104

T E

M

B L

L

T D

H

M M

M

5 50 10'

SCALE IN FEET

FLOW

UPPER GUIDEWALL

PLAN

S T

A .1

.0

A

L

IG

H T

S T

A N

D A

R D

58575655

FLOW

UPPER GUIDEWALL

PLAN

S T

A .1

.0

A

L

IG

H T

S T

A N

D A

R D

P U

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B O

X A

N D

53 5452

FLOW

UPPER GUIDEWALL

PLAN

M

A T

C H

L I N

E A

S E

E S

H E

E T

S

M .J

S

T A

.1

.0 A

M .J

S

T A

.1

.0 A

M .J

S

T A

.1

.0 A

M .J

S

T A

.1

.0 A

M .J

S

T A

.1

.0 A

M .J

S

T A

.1

.0 A

M .J

S

T A

.1

.0 A

M .J

S

T A

.1

.0 A

M .J

S

T A

.1

.0 A

M .J

S

T A

.1

.0 A

M .J

S

T A

.1

.0 A

M .J

S

T A

.1

.0 A

EXISTING MONOLITH JOINT

EXPANSION JOINT

CONTRACTION JOINT (C.J.)

LEGEND:

M.J.

FOR JOINT DETAILS.

1) SEE SHEET S106 AND SPECIFICATIONS

NOTE

E E

E E

E E

E

E

E

E

E

E

E

E

E

E

E

6'-0" MAX

6'-0" MAX

EVENLY SPACED

E

E

E

E

L A

Y O

U T

I I

C O

N T

R A

C T

IO

N

J O

IN

T

U P

P E

R

DRAIN PIPES.

SLOPE TO DRAIN TO ADJACENT

NO DRAIN PIPE THIS SECTION.

DRAIN PIPES.

SLOPE TO DRAIN TO ADJACENT

NO DRAIN PIPE THIS SECTION.

FRENCH DRAIN

5'

ON SLABS (TYP.)

DRAIN PIPES CENTERED

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a w n B y

District Rock Island

D

G N

S P

E C

S Y

T I M

E

A B C D E F G H

R O

C K

I S

L A

N D

IL

L

IN

O

IS

C O

R P

S O

F E

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IN

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S U

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IN

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Sheet of 36

D e s ig n e d B y

C h e c k e d

B y

R e v ie w e d

B y

D a t e

P r o j e c t C o d e

S o l i c i t a t i o n N u m b e r

A S

S H

O W

N

D A

C W

-0

-B

-0

D e s c r i p t i o n D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d m r

H O

R

IZ

O N

T A

L C

O N

C R

E T

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E P

A

IR

S L

O C

K A

N D

D A

M N

O

M I S

S I S

S I P

P I R

I V

E R

M

O

M A

Y

S

A .8

.0

A

S T

A .8

.0

A

S T

A .8

.0

A

S T

A .9

.0

A

S T

A .7

.0

A

S T

A .7

.1

A

S T

A .9

.0

A

S T

A .9

.0

A

S T

A .9

.0

A

S T

A .9

.0

A

S T

A .1

.0

A

S T

A .1

.0

A

S T

A .1

.0

A

S T

A .1

.0

A

S T

A .1

.0

A

S T

A .1

.0

A

S T

A .1

.0

A

S T

A .1

.0

A

S T

A .1

.0

A

S T

A .1

.0

A

S T

A .1

.0

A

S T

A .1

.0

A

S T

A .1

.0

A

45444342

6 60 12'

SCALE IN FEET

494847 50 51

53 5452 5655

57 58

UPPER GUIDEWALL

PLAN

FLOW

LEGEND:

T E

M

B L

L

T D

H

M M

M

S105

H A

N D

R A

IL

L

A Y

O U

T

F FF FFF F

F

F

F F

F

F

& REINSTALLED BY GOVERNMENT

MILE MARKER TO BE REMOVED

BY GOVERNMENT

REMOVED & REINSTALLED

LIFERING STAND TO BE

BY GOVERNMENT

REMOVED & REINSTALLED

LIFERING STAND TO BE

& REINSTALLED BY GOVERNMENT

SIGN STANDS TO BE REMOVED

F F

F

F

REMOVE AND REINSTALL EXISTING WORKING RAIL WITH NEW ANCHORS

REMOVE AND REINSTALL EXISTING 4' HIGH FENCE

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a w n B y

District Rock Island

D

G N

S P

E C

S Y

T I M

E

A B C D E F G H

R O

C K

I S

L A

N D

IL

L

IN

O

IS

C O

R P

S O

F E

N G

IN

E

E R

S U

.S A

R M

Y E

N G

IN

E

E R

D

IS

T R

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Sheet of 36

D e s ig n e d B y

C h e c k e d

B y

R e v ie w e d

B y

D a t e

P r o j e c t C o d e

S o l i c i t a t i o n N u m b e r

A S

S H

O W

N

D A

C W

-0

-B

-0

D e s c r i p t i o n D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d m r

H O

R

IZ

O N

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O N

C R

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A

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S L

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K A

N D

D A

M N

O

M I S

S I S

S I P

P I R

I V

E R

M

O

M A

Y

CONTRACTION JOINT DETAIL

MONOLITH JOINT DETAIL

RESURFACING

D E

T A

I L

S I

R E

S U

R F

A C

IN

G

H O

R

IZ

O N

T A

L

JOINT DETAIL @ EXISTING CONCRETE

CONCRETE

EXISTING

4" SAWCUT

JOINT FILLER

PREMOLDED EXPANSION

¼"

½

S106

T E

M

B L

L

T D

H

M M

M

2 20 4'

SCALE IN FEET

SCALE IN FEET

4 40 8'

A

JOINT DETAIL @ EDGE OF LOCK WALL

4" COMPACTED BASE

4" RESURFACING4" SIDEWALK

STRUCTURE

4 40 8"

SCALE IN INCHES

4 40 8"

SCALE IN INCHES

4 40 8"

SCALE IN INCHES

4 40 8"

SCALE IN INCHES

SECTION

6''

A

8 80

SCALE IN INCHES

16"

MJ

1 10 2'

SCALE IN FEET

8 80

SCALE IN INCHES

16"

DETAIL THIS SHEET)

JOINT SEALANT (SEE

CONTRACTION JOINT

(SEE DETAIL THIS SHEET)

WITH JOINT SEALANT

EXISTING GROUND

RETAINING WALL PLAN

BASE

4" GRANULAR

4"MIN. RESURFACING

OF LOCKWALL

CHAMBER FACE

TYPICAL SECTION OF HORIZONTAL RESURFACING

FELT BOND BREAKER

SATURATED ORGANIC

APPLY #15 ASPHALT

1% SLOPE

ARMOR-EXISTING

CORNER

HORIZONTAL

SHEET S108

SEE DETAIL

KEVEL RAIL

THIS SHEET

EDGE OF LOCKWALL

SEE JOINT DETAIL @

1% SLOPE

(TYP.)

POST

HANDRAIL

SEE SECTION A THIS SHEET

RESURFACING

CONCRETE

¼"

¾

RESURFACING

CONCRETE

¼"

¾

FELT BOND BREAKER

SATURATED ORGANIC

APPLY #15 ASPHALT

DETAIL THIS SHEET)

(SEE JOINT SEALANT

CONTRACTION JOINT

SIDEWALK

4" CONCRETE

FELT BOND BREAKER

SATURATED ORGANIC

APPLY #15 ASPHALT

¼"

RESURFACING

4"MIN.

(SEE DETAIL THIS SHEET)

WITH JOINT SEALANT

CONTRACTION JOINT

FELT BOND BREAKER

SATURATED ORGANIC,

APPLY #15 ASPHALT

¼"

RESURFACING

4"MIN.

ASPHALT BOND BREAKER

JOINT

MONOLITH

½

SEE DETAIL

JOINT SEALANT

BE REPLACED

RETAINING WALL TO

EXISTING CONCRETE

¼SLAB DEPTH

TO BE REPLACED

RETAINING WALL

EXISTING CONCRETE

TO BE REPLACED

EXISTING SIDEWALK

2' ' CLR

ALONG LENGTH OF MONOLITH

3- #4 BARS, CONTINUOUS

1'-0''

LINE (TYP.)

EXISTING GROUND

6"

FABRIC

COURSE IN FILTER

WRAP DRAINAGE

B

CONCRETE RETAINING WALL

CONCRETE SIDEWALK JOINTS SIDEWALK

CONCRETE

SECTION

B

MJ

CONCRETE JOINTS

2'' PVC PIPES CENTERED BETWEEN

GRANULAR BASE

COMPACTED

2 20 4'

SCALE IN FEET

6' MAX.

JOINT (TYP.)

CONTRACTION

#3 DEFORMED BAR @ 24" O.C.

EPOXY COATED 24" LONG

+5''

2''

REMOVE AND REPLACE 4'' MIN. CONCRETE SIDEWALK

AWAY FROM LOCK CHAMBER

NEW SURFACE TO SLOPE DOWN 1%

1'' CHAMFER

1% SLOPE TO DRAIN1% SLOPE TO DRAIN

3- #4 BARS, 2'' MIN. CLR.

AT MONOLITH JOINTS

DOWELS 20'' LONG

2 -¾'' GREASED

(REINFORCING NOT SHOWN EXCEPT FOR DOWELS AT MONOLITH JOINTS)

AT MONOLITH JOINTS

DOWELS 20'' LONG

2 -¾'' GREASED

3''

3''

3''6''

INTO SIDEWALK

WITH 6'' EMBEDMENT

#6b BAR, 10'' x 10'' @18''

FOR FRENCH DRAIN

WHILE EXCAVATING

MATERIAL DISTURBED

RECOMPACT ANY

WITH SEALANT

COLD JOINT

BASE COURSE

NEW 4'' GRANULAR

FRENCH DRAIN

CA-7 OR CA-1 1

CA-7 OR CA-1 1 FRENCH DRAIN

NO SCALE

MIN.

¼"

JOINT SEALANT DETAIL

D E

P T

H

BACKER ROD

¼

JOINT SEALANT

E Q

U A

L S

W

ID

T H

BACKER ROD

FILLER AND OMIT

EXPANSION JOINT

USE PREMOLDED

AT EXPANSION JOINT,

C

O N

C R

E T

E

R E

S U

R F

A C

IN

G

FRAME

WHICHEVER IS LESS

¾" OR FRAME HT,

TYPICAL JOINT DETAIL @ FRAMES

¼"

DETAIL THIS SHEET)

JOINT SEALANT (SEE

SURFACE OF SIDEWALK

DRAIN PIPES ⅛'' BELOW

INVERT OPENINGS OF PVC

EXPANSION JOINT DETAIL

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a le

D ra w n B y

District Rock Island

D

G N

S P

E C

S Y

T

IM

E

A B C D E F G H

R O

C K

I S

L A

N D

IL

L

IN

O

IS

C O

R P

S O

F E

N G

IN

E

E R

S U

.S A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

Sheet of 36

D e s ig n e d B y

C h e c k e d B y

R e v ie w e d B y

D a te

P ro je c t C o d e

S o li c it a ti o n N u m b e r:

A S

S H

O W

N

D A

C W

-0

-B -0

D e s c r ip ti o n

D a te

S y m b o l

R e v is io n s

A p p ro v e d m r5

H O

R

IZ

O N

T A

L C

O N

C R

E T

E R

E P

A

IR

S L O

C K

A N

D D

A M

N O

M

IS

S

IS

S

IP

P I R

IV

E

R M

O

M A

Y

JOINTS (TYP.)

CONTRACTION

M .J

M .J

THIS SHEET

SEE DETAILS

NEW SIDEWALK,

EXPANSION JOINTS REQUIRED

AT MONOLITH JOINTS

SPACES @ 6'-0" MAX

TYPICAL SIDEWALK - PLAN

NEW LOCKWALL RESURFACING

RETAINING WALL

OF LOCKWALL

CHAMBER FACE

TYPICAL SECTION OF HORIZONTAL RESURFACING

FELT BOND BREAKER

SATURATED ORGANIC

APPLY #15 ASPHALT

3'-0"

ARMOR-EXISTING

CORNER

HORIZONTAL

THIS SHEET

EDGE OF LOCKWALL

SEE JOINT DETAIL @

5'-0"

3'-0"3'-0"3'-0"3'-0"

2'-6"

1'-4"

1'-4"

SHEET METAL ENCLOSURE

BASE PLATE

SAW CUT

R E

S U

R F

A C

IN

G

M

I N

NEW JOINT SEALANT

CLEAN OUT AND APPLY

CHECKPOST

> EXISTING

RESURFACING AT EXISTING CHECKPOST

RESURFACING AT EXISTING LIGHT STANDARD

RESURFACING

4" MIN.

T E

M

B L

L

T D

H

M M

M

S107

D E

T A

I L

S I

I R

E S

U R

F A

C

IN

G H

O R

IZ

O

N T

A L

1 10 2'

SCALE IN FEET

1 10 2'

SCALE IN FEET

2 20 4'

SCALE IN FEET

2 20 4'

SCALE IN FEET

4 40 8"

SCALE IN INCHES

PLAN

A

SECTION

A

C

PLAN

SECTION

C

PLAN

SECTION

B

B

DETAIL SHEET S106)

JOINT SEALANT (SEE

(TYP)

CENTERLINE OF STANDARDS

SIDEWALK AT EDGE OR

CONTRACTION JOINTS IN

EDGE OF CHECKPOSTS (TYP)

CONTRACTION JOINT AT

TO REMAIN IN PLACE

EXISTING CHECKPOSTS

1 10 2'

SCALE IN FEET

{ HANDRAIL

PLAN

8"

SECTION

A

0 3" 6"1" 2"

A

SCALE: IN INCHES

PLAN VIEW (TYP.)

LADDER DETAIL

HANDRAIL BASE DETAILS (TYP.)

RADIUS

MATCH EXISTING

RADIUS

MATCH EXISTING

NO SCALE

SECTION

D

D

ARMOR TO REMAIN

EXISTING CORNER

NO SCALE

SECTION

E

E

MAY VARY

EXISTING DIAMETER

OF HOLES MAY VARY)

(TYPE AND LOCATION

USE ORIGINAL BASES

RESURFACING AT MANHOLES AND PULLBOXES

JOINT DETAIL AT CORNER ARMOR

2 20 4'

SCALE IN FEET

OF LOCKWALL

CHAMBER FACE

ARMOR-EXISTING

CORNER

HORIZONTAL

OF LOCKWALL

CHAMBER FACE

ARMOR-EXISTING

CORNER

HORIZONTAL

DETAIL SHEET S106

SEE JOINT SEALANT

FELT BOND BREAKER

SATURATED ORGANIC

APPLY #15 ASPHALT

FRAME AND COVER

EXISTING MANHOLE

MANHOLES (TYP)

OR CENTERLINE OF

IN SIDEWALK AT EDGE

CONTRACTION JOINTS

SHEET S106)

(SEE DETAIL

JOINT FILLER

EXPANSION

PREMOLDED

EXISTING SURFACE

2" SAWCUT 4" BELOW

EXISTING SURFACE

2" SAWCUT 4" BELOW

ARMOR TO REMAIN

EXISTING CORNER

EXISTING SURFACE

2" SAWCUT 4" BELOW

EXISTING MANHOLE FRAME

R

E S

U R

F A

C I N

G

FELT BOND BREAKER

SATURATED ORGANIC

#15 ASPHALT

SEE DETAIL ON SHEET S106

PREMOLDED EXPANSION JOINT FILLER,

IS FLUSH WITH SURFACE OF CONCRETE

SCREED SUCH THAT EDGE OF FRAME

OR WALL

TOP OF CURB

M

I N

GASKET

NEOPRENE

CONCRETE

NEW

AND WASHERS

NEW ½" ANCHORS

ANCHORS WILL NOT BE ALLOWED.

GALVANIZED. ALL ANCHORS SHALL BE EPOXY GROUTED, MECHANICAL

6000 LB ULTIMATE SHEAR. ALL ANCHOR BOLTS AND NUTS SHALL BE

EMBEDMENT OF 4 INCHES, 4000 LB ULTIMATE PULLOUT, AND

ANCHOR BOLTS SHALL BE EMBEDDED BOLTS WITH A MINIMUM

WORKING RAIL BASE PLATES SHALL MATCH EXISTING ANCHOR SIZE,

BASE PLATES SHALL BE ½" DIA. ANCHOR BOLTS FOR EXISTING

NOTE: ALL ANCHOR BOLTS SHALL BE REPLACED. ANCHOR BOLTS FOR NEW

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a w n B y

District Rock Island

D

G N

S P

E C

S Y

T I M

E

A B C D E F G H

R O

C K

I S

L A

N D

IL

L

IN

O

IS

C O

R P

S O

F E

N G

IN

E

E R

S U

.S A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

Sheet of 36

D e s ig n e d B y

C h e c k e d

B y

R e v ie w e d

B y

D a t e

P r o j e c t C o d e

S o l i c i t a t i o n N u m b e r

A S

S H

O W

N

D A

C W

-0

-B

-0

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d m r

H O

R

IZ

O N

T A

L C

O N

C R

E T

E R

E P

A

IR

S L

O C

K A

N D

D A

M N

O

M I S

S I S

S I P

P I R

I V

E R

M

O

M A

Y

M

B L

L

T D

H

M M

M

S108

K E

V E

L R

A I L

D E

T A

I L

S

KEVEL RAIL PLAN

4 40 8"

SCALE IN INCHS

PLATE

RAIL

RAIL

LOCKWALL

13½"

BASE PLATE

8"

1½"

6¼"

R

T

T

T T

NOMINAL

T

KEVEL RAIL ASSEMBLY

LOCKWASHER

5½"

CLIP ANGLE

3¾"

EL. 603.0

CORNER ARMOR

EXISTING

2 20 4"

SCALE IN INCHS

BASE PLATE

T

T

FELT BOND BREAKER

SATURATED ORGANIC

APPLY #15 ASPHALT

ANCHOR ROD

{ EXISTING RAIL

CLIP ANGLE

CLIP ANGLE

BASE PLATE

BASE PLATE

4"

T

T

GRADE

EXISTING

MATCH

BOND BREAKER

APPLY MASTIC

ANCHORS

ANCHORS AND CORNER ARMOR

NOT TO DAMAGE KEVEL RAIL

12" OF ANCHORS. TAKE CARE

60-lb (MAX.) HAMMER WITHIN

CHIP OUT CONCRETE. USE

CORNER ARMOR ANCHOR

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a w n B y

District Rock Island

D

G N

S P

E C

S Y

T I M

E

A B C D E F G H

R O

C K

I S

L A

N D

IL

L

IN

O

IS

C O

R P

S O

F E

N G

IN

E

E R

S U

.S A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

Sheet of 36

D e s ig n e d B y

C h e c k e d

B y

R e v ie w e d

B y

D a t e

P r o j e c t C o d e

S o l i c i t a t i o n N u m b e r

A S

S H

O W

N

D A

C W

-0

-B

-0

D e s c r i p t i o n D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d m r

H O

R

IZ

O N

T A

L C

O N

C R

E T

E R

E P

A

IR

S L

O C

K A

N D

D A

M N

O

M I S

S I S

S I P

P I R

I V

E R

M

O

M A

Y