Muskegon_South_Connector_Certified_Final_RTA_Plans_06June2019.pdf

of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF

PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE

WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH

G-001

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MARIE T. STRUM P.E., CHIEF ENGINEERING & TECHNICAL SERVICES

C O

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H E

E T

W911XK19B0016

MUSKEGON HARBOR, MICHIGAN

SOUTH BREAKWATER

TIMOTHY C. SMITH P.E., CHIEF GEOTECH & STRUCTURES BRANCH

CITY OF MUSKEGON - VICINITY MAP MUSKEGON BREAKWATERS - VICINITY MAP

LOCATION MAP

06JUNE2019

SOUTH BREAKWATER, SECTION F, F1, G & H

PROJECT LOCATION

CONNECTOR REPAIRS

TIMOTHY C. SMITH /S/

PHILLIP C. ROSS /S/ ACTING FOR

PHILLIP C. ROSS /S/

MARIE T. STRUM /S/

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DETAIL CALL OUT

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GRID SPACE DETAIL IS LOCATED SECTION CALL OUT

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SHEET ID, SECTION IS ON

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GRID SPACE

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GENERAL NOTES:

01 35 13.

REPLANTED PER "SEEDING" PARAGRAPH IN SPEC SECTION

SANDY AREA SHALL BE CUT BACK AT 1V:2H AND SHALL BE

9. WHERE SAND IS REMOVED TO PERFORM REQUIRED WORK,

PERMIT REQUIREMENTS.

8. REFER TO SPEC SECTION 01 35 13.10 FOR ENVIRONMENTAL

TIME.

INDICATING THE GENERAL CONDITIONS PRESENT AT THAT

NOTED OTHERWISE AND CAN ONLY BE CONSIDERED AS

THE RESULTS OF SURVEYS MADE ON JUNE 2016, UNLESS

7. THE INFORMATION DEPICTED ON THE PLANS REPRESENT

8" CONCRETE SLAB IS NOT PERMITTED.

250 PSF. LOADING ON THE EXISTING GROUTED STONE AND

TO THE CONCRETE CAP BLOCKS AND SHALL NOT EXCEED

6. LOADING ON THE EXISTING STRUCTURE MUST BE LIMITED

NOT BE DISTURBED.

OPERATIONS IN A MANNER AS TO ENSURE UTILITIES WILL

SHALL LOCATE ALL UTILITIES AND SHALL CONDUCT

4. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR

GIVEN TO THE C.O.R.

GOVERNMENT PROPERTY AND SHALL BE SALVAGED AND

3. ALL MONUMENTS AND SURVEY MARKERS ARE U.S.

NOTED OTHERWISE.

LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC, CANADA UNLESS

TO LOW WATER DATUM ( 577.5 FEET ABOVE MEAN WATER

2. ELEVATIONS SHOWN ON THESE DRAWINGS ARE REFERRED

REPLENISHMENT OF ARMOR STONE.

A NEW REINFORCED CONCRETE SLAB AND

STONE IN SECTIONS "F", "F1", "G" & "H", CONSTRUCTION OF

EXISTING REINFORCED CONCRETE SLAB & GROUTED

IS NOT LIMITED TO THE FOLLOWING: DEMOLITION OF THE

1. THE SCOPE OF WORK FOR THE PROJECT WILL INCLUDE BUT

10'-0"

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EXISTING BREAKWATER EXISTING TOE OF RIPRAP

EXISTING RIPRAP

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EXISTING RIPRAP

SLAB

EXISTING CONCRETE

NN TNPN

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EXISTING CONCRETE SLAB (TYP)

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3. SEE SHEET CG101 FOR REQUIRED PLAN.

2. SEE SHEET CD101 FOR DEMOLITION PLAN.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

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EXISTING TOE OF RIPRAP

EXISTING RIPRAP

EXISTING TOE OF RIPRAP

EXISTING RIPRAP

NN PN

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EXISTING CONCRETE SLAB (TYP)

M A

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EXISTING KNOWN SPALLING

EXISTING KNOWN SPALLING

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EXISTING GROUTED STONE (TYP)

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SECTION "F1"SECTION "F", 499'

EXISTING PLAN VIEW SECTION F1 & F

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3. SEE SHEET CG102 FOR REQUIRED PLAN.

2. SEE SHEET CD102 FOR DEMOLITION PLAN.

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FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

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EXISTING TOE OF RIPRAP

EXISTING RIPRAP

EXISTING TOE OF RIPRAP

EXISTING RIPRAP

NN PN

EXISTING TOP EDGE OF CONCRETE CAP BLOCK (TYP)EXISTING CROSS WALL (TYP)

EXISTING CONCRETE SLAB (TYP)

M A

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H L

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T A

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H E

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EXISTING KNOWN HOLE

EXISTING KNOWN SPALLING

EXISTING KNOWN SPALLING

TN

EXISTING GROUTED STONE (TYP)

EXISTING PLAN VIEW SECTION F

M U

F Y -R

S .d g n

RS103

RS301

D1

RS301

D1

S T

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S O

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H B

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A K

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G P

L A

N

EXISTING RAIL PINS (TYP)

3. SEE SHEET CG103 FOR REQUIRED PLAN.

2. SEE SHEET CD103 FOR DEMOLITION PLAN.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

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S T

A

S T

A

S T

A

-5.0

0.0

0.0

0.

.0

.0

5.0

5.0 5.0

RS101

RS102

RS103

RS104

RS105

RS106

LAKE BOTTOM (HARBOR SIDE)

M A

T C

H L

IN

E S

T A

S

H E

E T R

S

LAKE BOTTOM (LAKE SIDE)

SCALE: 1"= 10'

20'10'

KEY

600'0 300'

SCALE:1"=300'

EXISTING TOE OF RIPRAP

EXISTING RIPRAP

EXISTING TOE OF RIPRAP

EXISTING RIPRAP

NN PN

EXISTING TOP EDGE OF CONCRETE CAP BLOCK (TYP)

EXISTING CROSS WALL (TYP)

EXISTING CONCRETE SLAB (TYP)

EXISTING KNOWN SPALLING

TN

EXISTING GROUTED STONE (TYP)

EXISTING TRANSITION FROM SEC "F" TO SEC "G"

APPROX EDGE OF WATER EXISTING BEACH

499'

SECTION "F", SECTION "G", 673'

EXISTING PLAN VIEW SECTION F & G

M U

F Y -R

S .d g n

RS104

RS301

D1

RS301

D1

RS301

B1

RS301

B1

M A

T C

H L

IN

E S

T A

S

H E

E T R

S

S T

A T

O

S E

C T

IO

N F G

S O

U T

H B

R E

A K

W A

T E

R E

X

IS

T

IN

G P

L A

N

EXISTING RAIL PINS (TYP)

RS301

F6

RS301

F6

3. SEE SHEET CG104 FOR REQUIRED PLAN.

2. SEE SHEET CD104 FOR DEMOLITION PLAN.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

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S T

A

S T

A

S T

A

0.0

.0

5.0

5.0

5.0

5.0

10.0

15.0

15.0

RS101

RS102

RS103

RS104

RS105

RS106

M A

T C

H L

IN

E S

T A

S

H E

E T R

S

LAKE BOTTOM (LAKE SIDE)

SCALE: 1"= 10'

20'10'

KEY

600'0 300'

SCALE:1"=300'

EXISTING TOE OF RIPRAP

EXISTING RIPRAP

NN PN

EXISTING CROSS WALL (TYP)

EXISTING CONCRETE SLAB (TYP)

M A

T C

H L

IN

E S

T A

S

H E

E T R

S

EXISTING KNOWN SPALLING

TN

EXISTING GROUTED STONE (TYP)

EXISTING BEACH

APPROX EDGE OF WATER EXISTING BEACH

EXISTING LIGHT POLE

EXISTING SIGNS

EXISTING SIGNSEXISTING SIGNS

EXISTING PLAN VIEW SECTION G

M U

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RS301

D6

RS301

D6

S T

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S O

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H B

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A K

W A

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X

IS

T

IN

G P

L A

N

3. SEE SHEET CG105 FOR REQUIRED PLAN.

2. SEE SHEET CD105 FOR DEMOLITION PLAN.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

1. ELEVATIONS SHOWN ARE REFERRED TO LOW WATER DATUM (577.5

NOTE:

CONCRETE CAP BLOCK (TYP)

EXISTING TOP EDGE OF

EXISTING RAIL PINS (TYP)

RS301

F6

RS301

F6 RS301

B6

RS301

B6

OPTION 1 WORK

LIMITS OF

WORK

CONTRACT

LIMITS OF BASE

S T

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S T

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S T

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10.0

15.0

15.0

20.0

20.0

20.0

RS101

RS102

RS103

RS104

RS106

SCALE: 1"= 10'

20'10'

KEY

600'0 300'

SCALE:1"=300'

NN PN

EXISTING CROSS WALL (TYP)

EXISTING CONCRETE SLAB (TYP)

TN

EXISTING GROUTED STONE (TYP)

EXISTING BEACH

EXISTING BEACH

EXISTING SIGNS

EXISTING SIGNS

EXISTING SIGNS

EXISTING SIDEWALK

EXISTING PLAN VIEW SECTION G & H

SECTION G, 673' SECTION H, 287'

M U

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RS301

B6

RS301

B6

M A

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H E

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S T

A T

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S E

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S O

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A K

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X

IS

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G P

L A

N

CONCRETE CAP BLOCK (TYP)

EXISTING TOP EDGE OF

RS301

B9

RS301

B9

3. SEE SHEET CG106 FOR REQUIRED PLAN.

2. SEE SHEET CD106 FOR DEMOLITION PLAN.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

1. ELEVATIONS SHOWN ARE REFERRED TO LOW WATER DATUM (577.5

NOTE:

EXISTING C TRAILL

LIMITS OF OPTION 1 WORK LIMITS OF OPTION 2 WORK LIMITS OF OPTION 2 WORK

S T

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DETAILS DRAWN MAR/APR 2019

F1

EXISTING BOTTOM

HARBOR SIDE LAKE SIDE

M U

F Y -R

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RS301

NOTES

SCALE: 1/8" = 1'

SECTION F1 - STA. 4+14 TO 5+14

EXISTING GROUTED STONE SLAB (TYP.)

EXISTING STEEL RAIL PIN (TYP.)

EXISTING TOE STONE

EXISTING COVER STONE (TYP.)

FILL

STONE

EXISTING

2'-6" 4'3' 2'-6" 3'

17'

1' 1'

EXISTING CONCRETE CAP BLOCK (TYP.)

EXISTING BOTTOM

EXISTING WOOD PILES 4' C.C.

D1

RS104

RS103

RS102 SCALE: 1/8" = 1'

SECTION F - STA. 5+14 TO 10+13

EXISTING GROUTED STONE SLAB (TYP.)

EXISTING STEEL RAIL PIN (TYP.)

2'-6" 4'3' 2'-6" 3'

17'

1' 1'

FILL

STONE

EXISTING

EXISTING TOE STONE

STONE

EXISTING MATTRESS

STONE (TYP.)

EXISTING COVER

STONE

EXISTING CORE

EXISTING BOTTOM

EXISTING BOTTOM

EXISTING TOE STONE

EXISTING COVER STONE (TYP.)

EXISTING CORE STONE

EXISTING WOOD PILES 4' C.C.

HARBOR SIDE LAKE SIDE

B1

SCALE: 1/8" = 1'

LAKE SIDEHARBOR SIDE

3'

14'

6'3' 3'1' 1'

EXISTING BOTTOM

EXISTING TOE STONE

EXISTING CORE STONE

EXISTING WOOD PILES 4' C.C.

EXISTING GROUTED STONE SLAB (TYP.)

EXISTING STEEL RAIL PIN (TYP.)

EXISTING TOE STONE

STONE (TYP.)

EXISTING COVER

STONE

EXISTING CORE

EXISTING BOTTOM

FILL

STONE

EXISTING

F6

SCALE: 1/8" = 1'

LAKE SIDEHARBOR SIDE

3'

14'

6'3' 3'1' 1'

EXISTING BOTTOM

EXISTING TOE STONE

EXISTING CORE STONE

EXISTING WOOD PILES 4' C.C.

EXISTING GROUTED STONE SLAB (TYP.)

EXISTING STEEL RAIL PEG (TYP.)

STONE (TYP.)

EXISTING COVER

STONE

EXISTING CORE

EXISTING BOTTOM

D6

SCALE: 1/8" = 1'

HARBOR SIDE LAKE SIDE

EXISTING BOTTOM

EXISTING BOTTOM

EXISTING TOE STONE

EXISTING CORE STONE

EXISTING WOOD PILES 4' C.C.

EXISTING GROUTED STONE SLAB (TYP.)

EXISTING STEEL RAIL PIN (TYP.)

3'

14'

6'3' 3'1' 1'

B6

SCALE: 1/8" = 1'

3'

14'

6'3' 3'1' 1'

EXISTING GROUTED STONE SLAB (TYP.)

EXISTING STEEL RAIL PIN (TYP.)

LAKE SIDEHARBOR SIDE

EXISTING BOTTOM

EXISTING BOTTOM

EXISTING CORE STONE

EXISTING WOOD PILES 4' C.C.

B9

SCALE: 1/8" = 1'

S E

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EXISTING BEACHEXISTING BEACH

3'

14'

6'2' 2'1' 1'1' 1'

SLAB (TYP.)

STONE

GROUTED

EXISTING

RAIL PIN (TYP.)

STEEL

EXISTING

MONOLITH (TYP.)

CONCRETE

EXISTING

PILES 4' C.C.

EXISTING WOOD

SECTION G - STA. 10+13 TO 11+51.5

SECTION G - STA. 12+14 TO 13+01.5

SECTION G - STA. 13+01.5 TO 13+39

EXISTING 8" CONCRETE SLAB

EXISTING 8" CONCRETE SLAB

EXISTING 8" CONCRETE SLAB

EXISTING 8" CONCRETE SLAB

EXISTING 8" CONCRETE SLAB

EXISTING 8" CONCRETE SLAB

SLAB

CONCRETE

EXISTING 8"

BETWEEN EACH WALL

SPACED 8' C-C W/ STONE FILL

EXISTING CONCRETE CROSSWALL

BETWEEN EACH WALL

SPACED 8' C-C W/ STONE FILL

EXISTING CONCRETE CROSSWALL

BETWEEN EACH WALL

SPACED 8' C-C W/ STONE FILL

EXISTING CONCRETE CROSSWALL

BETWEEN EACH WALL

C-C W/ STONE FILL

CROSSWALL SPACED 8'

EXISTING CONCRETE

BETWEEN EACH WALL

C-C W/ STONE FILL

CROSSWALL SPACED 8'

EXISTING CONCRETE

LAKE SIDEHARBOR SIDE

L.W.D. (577.5)

L.W.D. (577.5)

L.W.D. (577.5)

L.W.D. (577.5)

L.W.D. (577.5)

L.W.D. (577.5)

RS104

EXISTING CONCRETE CAP BLOCK (TYP.)

EXISTING CONCRETE CAP BLOCK (TYP.)

EXISTING CONCRETE CAP BLOCK (TYP.)

EXISTING CONCRETE CAP BLOCK (TYP.)

EXISTING CONCRETE CAP BLOCK (TYP.)

RS105

RS104

RS105

STA. 16+86 TO 19+04

SECTION H

EXISTING TOE STONE

EXISTING CORE STONE

RS102

RS101

AS-BUILT PLANS DATED 21 APRIL 1970.

"REHABILITATION OF S. BREAKWATER SHORE CONNECTION"

2. CROSS SECTION SHOWN HERE ARE AS DEPICTED ON THE

1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS.

NOTES:

1. 11+51.5 TO 12+14 TRANSITION TO NO CORE STONE ON HARBOR SIDE.

NOTE:

SECTION G - STA. 13+51.5 TO 16+86

RS106RS106

RS105

2. 13+39 TO 13+51.5 TRANSITION TO NO TOE STONE ON LAKE SIDE.

SITE PLANS FOR GROUND ELEV.

1. EXIST COVER STONE MAY BE COVERED BY SAND. REFER TO EXIST

NOTE:

+7.0 L.W.D.

7.0 L.W.D. 8-13 TON.

APPROXIMATE 4.5 TO

TOP OF STONE VARIES

+4.5 L.W.D.+4.5 L.W.D.

2-4 TON

EXISTING COVER STONE (TYP.)

+4.5 L.W.D.+4.5 L.W.D.

2-4 TON

EXISTING COVER STONE (TYP.)

2-4 TON

EXISTING COVER STONE (TYP.)

+4.5 L.W.D.

+4.5 L.W.D.

2-4 TON

EXISTING COVER STONE (TYP.)

10'-0"

6'-0"

S O

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S T

A

S T

A

-10 .0

-5 .0

0.0

0.0

0.0 0.0

-10 .0

-5.

5.0

5.0

-5.0

0.0

LAKE BOTTOM (HARBOR SIDE)

LAKE BOTTOM (LAKE SIDE)

SCALE: 1"= 10'

20'10'

KEY

600'0 300'

SCALE:1"=300'

EXISTING BREAKWATER

EXISTING TOE OF RIPRAP

EXISTING TOE OF RIPRAP

EXISTING RIPRAP

SLAB

EXISTING CONCRETE

NN TNPN

SEC "E" 812' SEC

"F 1"

M U

F Y -C

D .d g n

CD101

REQ'D DEMOLITION

CD106

CD105

CD104

CD103

CD102

CD101

EXISTING METAL PLATE MONUMENT, TO BE SALVAGED AND REINSTALLED

DEMOLITION PLAN VIEW SECTION E & F1

M A T C

H L

IN

E S

T A

, S

H E E T C

D

EXISTING TOE OF RIPRAP

AND RELPACED IN KIND AS NEEDED

EXISTING RIPRAP, TO BE REMOVED

EXISTING CONCRETE SLAB, TO BE REMOVED (TYP)

S T

A T

O

S E

C T

IO

N E F

S

O U

T H B

R E

A K

W A

T E

R D

E M

O L

IT

IO

N P

L A

N

CD30

F1

CD30

F1

EXISTING GROUTED STONE, TO BE REMOVED

EXISTING RIPRAP

EXISTING TOP EDGE OF CONCRETE CAP BLOCK, TO REMAIN

2. SEE SHEET CG101 FOR REQUIRED PLAN.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

1. ELEVATIONS SHOWN ARE REFERRED TO LOW WATER DATUM (577.5

NOTE:

EXISTING RAIL CABLE ANCHOR, TO BE CUT FLUSH

EXISTING RAIL PINS, TO BE CUT FLUSH

EXISTING CROSS WALL, TO REMAIN

(S

TA.

+0

4)

LI

M

IT

S

O F

BASE

W

O

RK

REQ'D DEMOLITION FOR RAMP

EXISTING STONE MONUMENT, TO BE REMOVED AND DISPOSED OF PER COR DIRECTION

O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

S

IZ

E

S U

B M

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T E

D B

Y

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

S

A AF

E

Y

Y

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P S

C O

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D E

T R

T R

IC

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®of Engineers

US Army Corps

D E

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CERTIFIED FINAL - READY TO ADVERTISE

-5 .0

0.0

0.0

0.0

0.0

-5.0

-10.0

5.0

5.0

5.0 5.0

5.0

-5.0

S T

A

S T

A

S T

A

LAKE BOTTOM (HARBOR SIDE)

M A

T C

H L

IN

E S

T A

S

H E

E T C

D

LAKE BOTTOM (LAKE SIDE)

SCALE: 1"= 10'

20'10'

KEY

600'0 300'

SCALE:1"=300'

EXISTING TOE OF RIPRAP

EXISTING TOE OF RIPRAP

NN PN

M A

T C

H L

IN

E S

T A

S

H E

E T C

D

TN

, 100'

SECTION "F1"SECTION "F", 499'

M U

F Y -C

D .d g n

CD102

REQ'D DEMOLITION

CD101

CD102

CD103

CD104

CD105

CD106

DEMOLITION PLAN VIEW SECTION F1 & F

EXISTING TOE OF RIPRAP

TO BE REMOVED (TYP)

EXISTING CONCRETE SLAB,

S T

A T

O

S E

C T

IO

N F

F

S O

U T

H B

R E

A K

W A

T E

R D

E M

O L

IT

IO

N P

L A

N

CD301

F1

CD301

F1

EXISTING GROUTED STONE, TO BE REMOVED

EXISTING RIPRAP

TO REMAIN

EXISTING CROSS WALL,

EXISTING RIPRAP

TO REMAIN

EXISTING TOP EDGE OF CONCRETE CAP BLOCK,

EXISTING RIPRAP

TO REMAIN

EXISTING CROSS WALL,

EXISTING RIPRAP

BE CUT FLUSH

EXISTING RAIL PINS, TO

BE CUT FLUSH (TYP)

EXISTING RAIL PINS, TO

2. SEE SHEET CG102 FOR REQUIRED PLAN.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

1. ELEVATIONS SHOWN ARE REFERRED TO LOW WATER DATUM (577.5

NOTE:

CD301

D1

CD301

D1

O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

S

IZ

E

S U

B M

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T E

D B

Y

C O

N T

R A

C T N

O

C H

E C

K E

D B

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D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

S

A AF

E

Y

Y

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P S

C O

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G

IN

E E

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D E

T R

T R

IC

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In c r e a s e

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V

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X K -X

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M Y C

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®of Engineers

US Army Corps

D E

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1 2 3 4 5 6 7 8 9 10

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O N H

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F Y M

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A B

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CERTIFIED FINAL - READY TO ADVERTISE

-1 0.

-5.0

0.0

0.0

0.0

0.0

5.0

5.0 5.0

5.05.0

S T

A

S T

A

S T

A

LAKE BOTTOM (HARBOR SIDE)

M A

T C

H L

IN

E S

T A

S

H E

E T C

D

LAKE BOTTOM (LAKE SIDE)

SCALE: 1"= 10'

20'10'

KEY

600'0 300'

SCALE:1"=300'

EXISTING TOE OF RIPRAP

EXISTING TOE OF RIPRAP

NN PN

M A

T C

H L

IN

E S

T A

S

H E

E T C

D

TN

M U

F Y -C

D .d g n

CD103

REQ'D DEMOLITION

CD101

CD102

CD103

CD104

CD105

CD106

DEMOLITION PLAN VIEW SECTION F

EXISTING TOE OF RIPRAP

EXISTING TOE OF RIPRAP

EXISTING CONCRETE SLAB, TO BE REMOVED (TYP.)

S T

A T

O

S E

C T

IO

N F

S O

U T

H B

R E

A K

W A

T E

R D

E M

O L

IT

IO

N P

L A

N

CD301

D1

CD301

D1

EXISTING GROUTED STONE, TO BE REMOVED

TO REMAIN

EXISTING CROSS WALL,

EXISTING RIPRAP

EXISTING RIPRAP

CAP BLOCK, TO REMAIN

EXISTING TOP EDGE OF CONCRETE

EXISTING RIPRAP

EXISTING RIPRAP

TO REMAIN

EXISTING CROSS WALL,

2. SEE SHEET CG103 FOR REQUIRED PLAN.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

1. ELEVATIONS SHOWN ARE REFERRED TO LOW WATER DATUM (577.5

EXISTING RAIL PINS, TO BE CUT FLUSH

O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

S

IZ

E

S U

B M

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T E

D B

Y

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

S

A AF

E

Y

Y

T

P S

C O

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G

IN

E E

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D E

T R

T R

IC

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In c r e a s e

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V

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1:52:02 PM 6/6/2019 PD: DS: .dscript

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®of Engineers

US Army Corps

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X K

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CERTIFIED FINAL - READY TO ADVERTISE

-5.0

0.0

0.0

0.

.0

.0

5.0

5.0 5.0

S T

A

S T

A

S T

A

LAKE BOTTOM (HARBOR SIDE)

M A

T C

H L

IN

E S

T A

S

H E

E T C

D

LAKE BOTTOM (LAKE SIDE)

SCALE: 1"= 10'

20'10'

KEY

600'0 300'

SCALE:1"=300'

EXISTING TOE OF RIPRAP

EXISTING TOE OF RIPRAP

NN PN

M A

T C

H L

IN

E S

T A

S

H E

E T C

D

TN

499'

SECTION "F", SECTION "G", 673'

M U

F Y -C

D .d g n

CD104

REQ'D DEMOLITION

CD101

CD102

CD103

CD104

CD105

CD106

DEMOLITION PLAN VIEW SECTION F & G

EXISTING BEACH (TYP)

EXISTING CONCRETE SLAB, TO BE REMOVED (TYP.) EXISTING C TRAILL

EXISTING C TRAILL

LAKE BOTTOM (LAKE SIDE)

EXISTING TOE OF RIPRAP

EDGE OF WATER

APPROXIMATE

EDGE OF WATER

APPROXIMATE

S T

A T

O

S E

C T

IO

N F G

S O

U T

H B

R E

A K

W A

T E

R D

E M

O L

IT

IO

N P

L A

N

CD301

D1

CD301

D1

CD301

A1

CD301

A1

EXISTING GROUTED STONE, TO BE REMOVED

EXISTING RIPRAP

EXISTING RIPRAP

CAP BLOCK, TO REMAIN

EXISTING TOP EDGE OF CONCRETE

EXISTING RIPRAP

TO REMAIN

EXISTING CROSS WALL,

FLUSH (TYP)

EXISTING RAIL PINS, TO BE CUT

2. SEE SHEET CG104 FOR REQUIRED PLAN.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

S

IZ

E

S U

B M

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T E

D B

Y

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

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SHEET ID

S

A AF

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Y

Y

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P S

C O

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E E

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D E

T R

T R

IC

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In c r e a s e

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V

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1:52:04 PM 6/6/2019 PD: DS: .dscript

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®of Engineers

US Army Corps

D E

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CERTIFIED FINAL - READY TO ADVERTISE

S T

A

S T

A

S T

A

0.0

.0

5.0

5.0

5.0

5.0

10.0

15.0

15.0

M A

T C

H L

IN

E S

T A

S

H E

E T C

D

LAKE BOTTOM (LAKE SIDE)

SCALE: 1"= 10'

20'10'

KEY

600'0 300'

SCALE:1"=300'

EXISTING TOE OF RIPRAP

NN PN

M A

T C

H L

IN

E S

T A

S

H E

E T C

D

TN

EXISTING BEACH

EXISTING BEACH

M U

F Y -C

D .d g n

CD105

REQ'D DEMOLITION

CD101

CD102

CD103

CD104

CD105

CD106

DEMOLITION PLAN VIEW SECTION G

EXISTING CONCRETE SLAB, TO BE REMOVED (TYP)

EXISTING SIGNS, TO REMAIN

EXISTING SIGNS, TO REMAIN

EXISTING SIGNS, TO REMAIN

TO REMAIN

EXISTING LIGHT POLE,

EXISTING C OF TRAILL

EXISTING C OF TRAILL

EDGE OF WATER

APPROXIMATE

EXISTING C OF TRAILL

EXISTING BEACH

S T

A T

O

S E

C T

IO

N G

S O

U T

H B

R E

A K

W A

T E

R D

E M

O L

IT

IO

N P

L A

N

CD301

A1

CD301

A1

CD301

E6

CD301

E6

EXISTING GROUTED STONE, TO BE REMOVED

TO REMAIN

EXISTING CROSS WALL,

REMAIN

EXISTING TOP EDGE OF CONCRETE CAP BLOCK, TO

EXISTING RIPRAP

TO REMAIN (TYP)

CONCRETE BREAKWATER,

EXISTING TOP EDGE OF

2. SEE SHEET CG105 FOR REQUIRED PLAN.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

1. ELEVATIONS SHOWN ARE REFERRED TO LOW WATER DATUM (577.5

NOTE:

OPTION 1 WORK

LIMITS OF

WORK

CONTRACT

LIMITS OF BASE

S T

A

.2

TO BE CUT FLUSH, (TYP)

EXISTING RAIL PINS,

6'-0"

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

S

IZ

E

S U

B M

IT

T E

D B

Y

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

S

A AF

E

Y

Y

T

P S

C O

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G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

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V

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V a g in e e r

1:52:06 PM 6/6/2019 PD: DS: .dscript

X K -X

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B E

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P H

IL

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IP

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A R

M Y C

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P S O

F E

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®of Engineers

US Army Corps

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O N H

A R

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F Y M

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G O

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A B

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H

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C A

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CERTIFIED FINAL - READY TO ADVERTISE

S T

A

S T

A

S T

A

10.0

15.0

15.0

20.0

20.0

20.0

SCALE: 1"= 10'

20'10'

KEY

600'0 300'

SCALE:1"=300'

NN PN

M A

T C

H L

IN

E S

T A

S

H E

E T C

D

TN

EXISTING BEACH

SECTION G, 673' SECTION H, 287'

M U

F Y -C

D .d g n

CD106

CD101

CD103

CD104

CD105

CD106

DEMOLITION PLAN VIEW SECTION G & H

REQ'D DEMOLITION

EXISTING BEACH

EXISTING BEACH

EXISTING C TRAILL

(TO REMAIN)

EXISTING SIGN

(TO REMAIN)

EXISTING SIGNS

(TO REMAIN)

EXISTING SIGNS

TO BE REMOVED (TYP)

EXISTING CONCRETE SLAB,

EXISTING C TRAILL

(T O

REM

AI

N)

EXI

STI

NG

SI

DEW

ALK

BEACH

EXISTING

S T

A T

O

S E

C T

IO

N G H

S O

U T

H B

R E

A K

W A

T E

R D

E M

O L

IT

IO

N P

L A

N

CD102

CD301

E6

CD301

E6

OPTION 1 WORK

LIMITS OF

OPTION 2 WORK

LIMITS OF

REMAIN

EXISTING TOP EDGE OF CONCRETE CAP BLOCK TO

EXISTING CROSS WALL TO REMAIN

EXISTING CROSS WALL TO REMAIN

2. SEE SHEET CG106 FOR REQUIRED PLAN.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

1. ELEVATIONS SHOWN ARE REFERRED TO LOW WATER DATUM (577.5

NOTE:

LIMITS OF OPTION 2 WORK

S T

A

.2

B L

O C

K J

O

IN

T E

X

IS

T

IN

G C

CD301

A7

CD301

A7

REQ'D DEMO FOR RAMP

S T

A

.1

TO BE REMOVED (TYP)

EXISTING GROUTED STONE

EXISTING GROUTED STONE TO BE REMAIN

CAP TO REMAIN

EXISTING CONCRETE

"8

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

S

IZ

E

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NOTES

REQ'D DEMOLITION

S E

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15'

(TO BE REMOVED)

EX. 8" THICK GROUTED STONE

(TO BE REMOVED)

EX. 8" THICK CONCRETE SLAB

(TO BE REMOVED)

EX. 8" THICK GROUTED STONE

SCALE: 3/8" = 1'

A1

SCALE: 3/8" = 1'

(TO BE REMOVED)

EX. 8" THICK GROUTED STONE

(TO BE REMOVED)

EX. 8" THICK CONCRETE SLAB

12'

E6

SCALE: 3/8" = 1'

TYPICAL DEMOLITION SECTION F STA. 5+14 TO 10+13

12'

(TO BE REMOVED)

EX. 8" THICK GROUTED STONE

(TO BE REMOVED)

EX. 8" THICK CONCRETE SLAB

CD104

CD103

CD102

CD101

CD105

CD104

CD106

CD105

HARBOR SIDE LAKE SIDE

LAKE SIDEHARBOR SIDE

LAKE SIDEHARBOR SIDE

F1

SCALE: 3/8" = 1'

TYPICAL DEMOLITION SECTION F1 STA. 5+14 TO 10+15

CD102

CD101

LAKE SIDE

HARBOR SIDE

(TO BE REMOVED)

EX. 8" THICK GROUTED STONE

(TO BE REMOVED)

EX. 8" THICK CONCRETE SLAB

(TO BE REMAIN)

AND CROSSWALL

EX. CONCRETE MONOLITH

EX. RIPRAP

(TO BE REMAIN)

AND CROSSWALL

EX. CONCRETE CAP BLOCK

EX. RIPRAP

EX. RIPRAP

(TO BE REMOVED)

EX. 8" THICK GROUTED STONE

6'

3'

9'

4'

4'

9'

15'

6'

3'

EX. GROUND

EX. RIPRAP

(TO BE REMAIN)

AND CROSSWALL

EX. CONCRETE MONOLITH

(TO BE REMAIN)

AND CROSSWALL

EX. CONCRETE MONOLITH

(TO BE REMAIN)

AND CROSSWALL

EX. CONCRETE MONOLITH

(TO BE REMAIN)

AND CROSSWALL

EX. CONCRETE CAP BLOCK

EX. RIPRAP

CONCRETE)

(TO BE CUT FLUSH WITH EXISTING

CONCRETE)

(TO BE CUT FLUSH WITH EXISTING

CONCRETE)

(TO BE CUT FLUSH WITH EXISTING

CONCRETE)

(TO BE CUT FLUSH WITH EXISTING

CONCRETE)

(TO BE CUT FLUSH WITH EXISTING

CONCRETE)

(TO BE CUT FLUSH WITH EXISTING

CONCRETE)

(TO BE CUT FLUSH WITH EXISTING

CONCRETE)

(TO BE CUT FLUSH WITH EXISTING

SITE PLANS FOR GROUND ELEV.

1. EXIST COVER STONE MAY BE COVERED BY SAND. REFER TO EXIST

NOTE:

TYPICAL DEMOLITION SECTION G STA. 10+13 TO 13+51.5

TYPICAL DEMOLITION SECTION G STA. 13+51.5 TO 16+86

A7

SCALE: 3/8" = 1'

RAMP DEMOLITION SECTION

CD106

EX. CONC SLAB

EX. GROUTED STONE

REMAIN

EX. CONC CROSS WALL TO

E X

C A

P B

L O

C K J

O

IN

T

BLOCK TO MATCH DEMO PROFILE SHOWN HERE.

1. CAP BLOCKS NOT SHOWN FOR CLARITY. DEMO PROFILE OF CAP

NOTE:

(TO BE REMOVED)

EX. 8" THICK GROUTED STONE

1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS.

NOTES:

-10 .0

-5 .0

0.0

0.0

0.0 0.0

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-5.

5.0

5.0

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CG101

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CG104

CG105

CG106

LAKE BOTTOM (HARBOR SIDE)

LAKE BOTTOM (LAKE SIDE)

SCALE: 1"= 10'

20'10'

KEY

600'0 300'

SCALE:1"=300'

EXISTING BREAKWATER EXISTING TOE OF RIPRAP

EXISTING RIPRAP

EXISTING TOE OF RIPRAP

EXISTING RIPRAP

SLAB

EXISTING CONCRETE

NN TNPN

SEC "E" 812' SEC

"F 1"

CG101

LAKE BOTTOM (LAKE SIDE)

C G

1F1

C G

1F1

A1

CG501

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

LEGEND

REQUIRED PLAN VIEW SECTION E & F1

EXISTING METAL PLATE MONUMENT

REQUIRED REINSTALLATION OF

M A T C

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REQUIRED EXPANSION JOINT

BE PLACED AT MIDSPAN BETWEEN EXPANSION JOINTS.

CAP BLOCK JOINTS AT APPROXIMATELY 24' O.C. CONTROL JOINTS SHALL

3. CONCRETE EXPANSION JOINTS SHALL MATCH SPACING OF EXISTING

2. SEE SHEET CG501FOR JOINT DETAILS.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

1. ELEVATIONS SHOWN ARE REFERRED TO LOW WATER DATUM (577.5

NOTE:

SEE NOTE 3

REQUIRED CONCRETE SLAB (TYP)

D1

CG302

REQ'D RAMP

(S

TA.

+0

4)

LI

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W

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LAKE BOTTOM (HARBOR SIDE)

M A

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T A

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LAKE BOTTOM (LAKE SIDE)

SCALE: 1"= 10'

20'10'

KEY

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SCALE:1"=300'

NN PN

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TN

, 100'

SECTION "F1"SECTION "F", 499'

REQUIRED PLAN VIEW SECTION F1 & F

CG102

CG101

CG102

CG103

CG104

CG105

CG106

CG107

CG301

F1

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

LEGEND

M U

F Y -C

G .d g n

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CG301

F1

SEE NOTE 3

REQUIRED CONCRETE SLAB (TYP)

CG301

D1

CG301

D1

BE PLACED AT MIDSPAN BETWEEN EXPANSION JOINTS.

CAP BLOCK JOINTS AT APPROXIMATELY 24' O.C. CONTROL JOINTS SHALL

3. CONCRETE EXPANSION JOINTS SHALL MATCH SPACING OF EXISTING

2. SEE SHEET CG501FOR JOINT DETAILS.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

1. ELEVATIONS SHOWN ARE REFERRED TO LOW WATER DATUM (577.5

NOTE:

CG501

A1

A

S T

A

S T

A

18.4377°

S O

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LAKE BOTTOM (HARBOR SIDE)

M A

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H L

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T A

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H E

E T C

G

LAKE BOTTOM (LAKE SIDE)

SCALE: 1"= 10'

20'10'

KEY

600'0 300'

SCALE:1"=300'

NN PN

M A

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H L

IN

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TN

REQUIRED PLAN VIEW SECTION F

M U

F Y -C

G .d g n

CG103

CG101

CG102

CG103

CG104

CG105

CG106

CG301

D1

CG301

D1

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

LEGEND

S T

A T

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S O

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L A

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BE PLACED AT MIDSPAN BETWEEN EXPANSION JOINTS.

CAP BLOCK JOINTS AT APPROXIMATELY 24' O.C. CONTROL JOINTS SHALL

3. CONCRETE EXPANSION JOINTS SHALL MATCH SPACING OF EXISTING

2. SEE SHEET CG501FOR JOINT DETAILS.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

1. ELEVATIONS SHOWN ARE REFERRED TO LOW WATER DATUM (577.5

NOTE:

SEE NOTE 3

REQUIRED CONCRETE SLAB (TYP)

CG501

A1

A

S T

A

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A

18.4377°

S O

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LAKE BOTTOM (HARBOR SIDE)

M A

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LAKE BOTTOM (LAKE SIDE)

SCALE: 1"= 10'

20'10'

KEY

600'0 300'

SCALE:1"=300'

NN PN

M A

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H L

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APPROX EDGE OF WATER EXISTING BEACH

499'

SECTION "F", SECTION "G", 673'

REQUIRED PLAN VIEW SECTION F & G

M U

F Y -C

G .d g n

CG104

CG101

CG102

CG103

CG104

CG105

CG106

REQUIRED GROUTED STONE (TYP)

REQUIRED TOP EDGE OF CONCRETE BREAKWATER (TYP)

CG301

D1

CG301

D1

CG301

A1

CG301

A1

A1

CG501

-10.0

REQ'D MAJOR CONTOUR

REQ'D MINOR CONTOUR

REQ'D CONTOUR LABEL

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

LEGEND

S T

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SEE NOTE 3

REQUIRED CONCRETE SLAB (TYP)

BE PLACED AT MIDSPAN BETWEEN EXPANSION JOINTS.

CAP BLOCK JOINTS AT APPROXIMATELY 24' O.C. CONTROL JOINTS SHALL

3. CONCRETE EXPANSION JOINTS SHALL MATCH SPACING OF EXISTING

2. SEE SHEET CG501FOR JOINT DETAILS.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

1. ELEVATIONS SHOWN ARE REFERRED TO LOW WATER DATUM (577.5

NOTE:

SEE NOTE 3

REQUIRED CONCRETE SLAB (TYP)

A

S T

A

S T

A

18.4377°

10'

S O

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SCALE: 1"= 10'

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KEY

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NN PN

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EXISTING BEACH

APPROX EDGE OF WATER EXISTING BEACH

EXISTING LIGHT POLE

EXISTING SIGNS

EXISTING SIGNSEXISTING SIGNS

REQUIRED PLAN VIEW SECTION G

M U

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CG105

CG101

CG102

CG103

CG104

CG105

CG106

S T

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CG301

E6

CG301

E6

CG301

A1

CG301

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A1

CG501

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

LEGEND

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BE PLACED AT MIDSPAN BETWEEN EXPANSION JOINTS.

CAP BLOCK JOINTS AT APPROXIMATELY 24' O.C. CONTROL JOINTS SHALL

3. CONCRETE EXPANSION JOINTS SHALL MATCH SPACING OF EXISTING

2. SEE SHEET CG501FOR JOINT DETAILS.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

1. ELEVATIONS SHOWN ARE REFERRED TO LOW WATER DATUM (577.5

NOTE:

OPTION 1 WORK

LIMITS OF

WORK

CONTRACT

LIMITS OF BASE

S T

A

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SEE NOTE 3

REQUIRED CONCRETE SLAB (TYP)

REQ'D RAMP IF ONLY BASE IS AWARDED

D1

CG302

A

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15.0

15.0

20.0

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CG101

CG102

CG103

CG104

CG105

CG106

SCALE: 1"= 10'

20'10'

KEY

600'0 300'

SCALE:1"=300'

NN PN

M A

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EXISTING BEACH

EXISTING BEACH

EXISTING SIGNS

EXISTING SIGNS

EXISTING SIGNS

EXISTING SIDEWALK

EXISTING PLAN VIEW SECTION G & H

SECTION G, 673' SECTION H, 287'

M U

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G .d g n

CG106

CG301

E6

CG301

E6

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CG301

B6

CG301

B6

LIMITS OF OPTION 1 WORK LIMITS OF OPTION 2 WORK

LIMITS OF OPTION 2 WORK

S T

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G C

BE PLACED AT MIDSPAN BETWEEN EXPANSION JOINTS.

CAP BLOCK JOINTS AT APPROXIMATELY 24' O.C. CONTROL JOINTS SHALL

3. CONCRETE EXPANSION JOINTS SHALL MATCH SPACING OF EXISTING

2. SEE SHEET CG501FOR JOINT DETAILS.

CANADA. UNLESS NOTED OTHERWISE.

FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI QUEBEC,

1. ELEVATIONS SHOWN ARE REFERRED TO LOW WATER DATUM (577.5

NOTE:

D1

CG302

REQ'D RAMP ONLY IF BASE & OPT 1 IS AWARDED

D1

CG302 OPTIONS ARE AWARDED

REQ'D RAMP ONLY IF BASE & ALL

SEE NOTE 3

REQUIRED CONCRETE SLAB (TYP)

CG501

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NOTES

SCALE: 3/8" = 1'

A1

SCALE: 3/8" = 1'

E6

SCALE: 3/8" = 1'

B6

SCALE: 3/8" = 1'

EX. CONCRETE MONOLITH

EX. CONCRETE MONOLITH

EX. CONCRETE MONOLITH

EX. CONCRETE MONOLITH

TYPICAL REQUIRED SECTION F STA. 5+14 TO 10+13

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REQUIRED CONCRETE

+7.0 L.W.D.

+7.0 L.W.D.

+7.0 L.W.D.

+7.0 L.W.D.

CG105

CG104

CG106

CG105

CG105

REINFORCEMENT DETAILS)

(SEE SHEET CG501 FOR

REQ. REINFORCED CONCRETE

REINFORCEMENT DETAILS)

(SEE SHEET CG501 FOR

REQ. REINFORCED CONCRETE

REINFORCEMENT DETAILS)

(SEE SHEET CG501 FOR

REQ. REINFORCED CONCRETE

REINFORCEMENT DETAILS)

(SEE SHEET CG501 FOR

REQ. REINFORCED CONCRETE

HARBOR SIDE LAKE SIDE

LAKE SIDE

HARBOR SIDE

LAKE SIDEHARBOR SIDE

LAKE SIDEHARBOR SIDE

1% SLOPE

1% SLOPE

EX. RIPRAP

EX. GROUND

EX. GROUND

10'

12'

1% SLOPE1% SLOPE

1% SLOPE1% SLOPE

EX. GROUND

12'

1% SLOPE1% SLOPE

EX. RIPRAP

15'

F1

SCALE: 3/8" = 1'

REINFORCEMENT DETAILS)

(SEE SHEET CG501 FOR

REQ. REINFORCED CONCRETE

EX. RIPRAP

EX. CONCRETE MONOLITH

EX. RIPRAP

TYPICAL REQUIRED SECTION F1 STA. 4+14 TO 5+14

15'

1% SLOPE 1% SLOPE

LAKE SIDEHARBOR SIDE

SEE NOTE 4

REQ'D 8" STONE FILL

SEE NOTE 4

REQ'D 8" STONE FILL

SEE NOTE 4

REQ'D 8" STONE FILL

SEE NOTE 4

REQ'D 8" STONE FILL

TOP OF STONE

+7.0 L.W.D.

TOP OF STONE

+4.5 L.W.D.

SEE NOTE 3

EX. RIPRAP 8-13 TON STONE TOP OF STONE

+6.5 L.W.D.

TOP OF STONE

+4.5 L.W.D.

STONE SEE NOTE 3

EX. RIPRAP, 2-4 TON

TOP OF STONE

+4.5 L.W.D.

TYPICAL REQUIRED SECTION G STA. 10+13 TO 13+51.5

STONE SEE NOTE 3

EX. RIPRAP, 2-4 TON

TOP OF STONE

+4.5 L.W.D.

TYPICAL REQUIRED SECTION H STA. 16+86 TO 19+04

CG104

CG103

CG102

CG102

CG101

TYPICAL REQUIRED SECTION G STA. 13+51.5 TO 16+86

+7.0 LWD. SEE SPEC SECTION 35 31 19.

FILLED WITH FILL STONE SUCH THAT TOP OF FILL STONE ELEV =

4. VOID AREAS BETWEEN CROSS WALLS MAY EXIST AND SHALL BE

EXISTING COVER STONE IS COVERED BY SAND.

STONE REPLENISHMENT IS REQUIRED IN SECTION F1 OR WHERE

WITH COR AND REPLENISHED TO EXISTING CROSS SECTION. NO

3. CONDITION OF RIPRAP COVER STONE SHALL BE ASSESSED

FOR CONCRETE REINFORCEMENT DETAILS.

2. CONCRETE REINFORCEMENT NOT SHOWN. SEE SHEET CG501

1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS.

NOTES:

DETAILS.

SHOWN FOR CLARITY. SEE SHEET CG501 FOR BENT PLATE

NOTE: BENT PLATE REQUIRED AT EDGES OF CONCRETE SLAB NOT

DETAILS.

SHOWN FOR CLARITY. SEE SHEET CG501 FOR BENT PLATE

NOTE: BENT PLATE REQUIRED AT EDGES OF CONCRETE SLAB NOT

DETAILS.

SHOWN FOR CLARITY. SEE SHEET CG501 FOR BENT PLATE

NOTE: BENT PLATE REQUIRED AT EDGES OF CONCRETE SLAB NOT

FOR CLARITY. SEE SHEET CG501 FOR BENT PLATE DETAILS.

2. BENT PLATE REQUIRED AT EDGES OF CONCRETE SLAB NOT SHOWN

SITE PLANS FOR GROUND ELEV.

1. EXIST COVER STONE MAY BE COVERED BY SAND. REFER TO EXIST

V

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+7.83 L.W.D.

REQ'D 6X6 - W1.4X1.4 WWF

SCALE: 1" = 1'

EPOXY

@ 1'-6", EMBED DEPTH 9" W/

REQ'D #9 DEFORMED DOWEL

RAMP SECTION TYPICAL

CG302

SHOWN FOR CLARITY

REQ'D CONCRETE RAMP, WWF NOT

REQ'D DOWEL

D1

SCALE: 1" = 1'

RAMP TYPICAL

CG302

A1

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E1

NOTE: ARMOR STONE NOT SHOWN FOR CLARITY

TYPICAL REQUIRED CONCRETE REINFORCEMENT DETAIL

SCALE: 2" = 1'

AT 10" C/C MAX.

REQUIRED #4 BARS

REQUIRED CONCRETE

3"3"

0 1/2"

A1

SCALE: 3" = 1'

A7

SCALE: 3" = 1'

TYPICAL REQUIRED EXPANSION JOINT (EXP J) TYPICAL REQUIRED CONTROL JOINT (CTL J)

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REQUIRED CONCRETE

SHALL BE 1/8" FROM TOP OF CONCRETE).

POURED OR COLD APPLIED SEALANT. (TOP

CONTROL JOINT. SAWCUT, FILL WITH HOT

REQUIRED 1/4" WIDE X 1 1/2" DEEP

MANUFACTURER'S RECOMMENDATIONS

SEALANT 1/8" FROM TOP OF CONCRETE OR PER

REQUIRED HOT-POURED OR COLD APPLIED

RECOMMENDATIONS

MANUFACTUERER'S

PER JOINT SEALANT

REQUIRED BOND BREAKER

SHEETS

ALL CG100

SHEETS

ALL CG100

SHEETS

ALL CG100

MONOLITH

CONCRETE

TOP OF

EXISTING

CONCRETE

FILL OR EXISTING

REQUIRED STONE

CONC ANCHORS

C/C STAGGER W/

ANCHOR @ 3'-0"

5 1/2" LONG EXP

REQ'D 1/2" DIA X

EXISTING CONCRETE CAP BLOCK

#6 @ 12" C/C

10"10"

REQ'D REINF

REQ'D REINF

JOINT SPACING

PLATE TO MATCH EXP

C/C, LENGTH OF BENT

CONC ANCHOR @ 3'-0"

W/ 1/2" DIA X 6" LONG

BENT PLATE 3/8" X 1'-4"

REQ'D GALV STEEL

'-0

APP

ROX 6

78'

- 0

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RR101

MUSKEGON HARBOR SITE MAP

800'0 400'

SOUTH CONNECTOR

400'0 200'

PROJECT SITE, SOUTH CONNECTOR

GENERAL NOTES

R E

A L E

S T

A T

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N

WORK AND STORAGE

WORK AND STORAGE SITE

60' 120'0

EXISTING SOUTH EDGE OF CONCRETE SLAB

EXISTING BEACH EDGE

OF EDGE OF SIDEWALK

EXISTING BEACH SIDE

WORK AND STORAGE

WORK LIMITS

PROJECT SITE, SOUTH CONNECTOR

ROADWAY ACCESS

REQUIRED CONTRACTOR

SEE NOTE 2

PUBLIC SIDEWALK.

TRAFFIC ENTERS OR EXISTS THE WORK AND STORAGE AREA.

PROVIDE A FLAG PERSON AT SIDEWALK ANY TIME CONSTRUCTION

ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL

2. CONTRACTOR SHALL MAINTAIN PUBLIC SIDEWALK ACCESS AT

QUEBEC, CANADA. UNLESS NOTED OTHERWISE.

(577.5 FEET ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI

1. ELEVATIONS SHOWN ARE REFERRED TO LOW WATER DATUM

- WORK AND STORAGE

- PUBLIC SIDEWALK