MCR_SJ_RTA_PLANS_3_SECTIONS.pdf

PDF 4 MB Posted Feb 22, 2019

Attached to: Mouth of the Columbia River (MCR) South Jetty Rehabilitation
Solicitation number: W9127N19R0007
Issued by: Department of the Army Corps of Engineers Engineering District Portland

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Plans 3, Solicitation W9127N19R0007

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Other files

File	Type	Posted
W9127N19R0007_Amd_0003.pdf	PDF	Apr 1, 2019
W9127N19R0007_Amd_0002.pdf	PDF	Mar 29, 2019
19R0007_Site_Vist_Attendance_Sheet.pdf	PDF	Mar 14, 2019
W9127N19R0007_Amd_0001.pdf	PDF	Mar 5, 2019
MCR_SJ_RTA_PLANS_1_GENERAL_AND_SITE_PLANS.pdf	PDF	Feb 22, 2019
Solicitation_W9127N19R0007_Specs.pdf	PDF	Feb 22, 2019
MCR_SJ_RTA_PLANS_2_ISOPACH_PROFILES.pdf	PDF	Feb 22, 2019
MCR_SJ_RTA_PLANS_4_CREST_PROFILES_AND_DETAILS.pdf	PDF	Feb 22, 2019

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INSTALL ARMOR LAYER

INSTALL CORE LAYER

INSTALL MATERIAL TRANSITION COBBLE

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US Army Corps of Engineers

P L O

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54321

2017 GRADE (TYP.)

1.5

MATERIAL TRANSITION ZONE (TYP.)

SEE NOTE 1 AND CS405

ARMOR LAYER (TYP.)

NOTES:

1. SEE SPECIFICATION 35 31 26.40 25 JETTY REPAIRS FOR

MATERIAL TRANSITION ZONE REQUIREMENTS.

2. EXCAVATE EXISTING TERRAIN AS NEEDED TO

CONSTRUCT DESIGN TEMPLATE AS SHOWN.

3. PLACE 18" OF BEDDING MATERIAL AS LAYER BETWEEN

NEW ARMOR STONE AND SAND SUBSTRATE.

4. BETWEEN STA. 153+50 AND 162+00, EXCAVATE TO AN

ELEVATION OF 7 FT NAVD88 OR A MAXIMUM DEPTH OF 5

FT BELOW GROUND SURFACE, WHICHEVER IS LESS. IF

EXCAVATION REVEALS STABLE RELICT ARMOR STONE,

LOCATED SO THAT PLACEMENT OF THE JETTY STONE CAN

BE MADE WITH NO FURTHER EXCAVATION, END

EXCAVATION AND CONSTRUCT JETTY REPAIRS IN

ACCORDANCE WITH THE DESIGN SPECIFICATIONS.

5. RESTRICT PUBLIC ACCESS TO THE OBSERVATION TOWER

NEAR STA. 171+00 WHEN WORK MAKES ACCESS UNSAFE.

6. MINIMIZE DISTURBANCE TO EXISTING SAND DUNE TO

EXTENT PRACTICABLE IN ACCORDANCE WITH

35 31 26.40 25 PARAGRAPH 3.1.5.1.

LEGEND:

SEE NOTES 2, 3, AND 4 (TYP.)

13.5'

(TYP.)

REPAIR TEMPLATE

(TYP.)

15'

SAND DUNE (TYP.)

SEE NOTE 6.

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US Army Corps of Engineers

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2017 GRADE (TYP.)

1.5

CULTURAL RESOURCE

AREA BOUNDARY (TYP.)

SEE NOTE 3

MATERIAL TRANSITION

ZONE (TYP.)

SEE NOTE 1 AND CS405

ARMOR LAYER (TYP.)

NOTES:

1. SEE SPECIFICATION 35 31 26.40 25 JETTY REPAIRS

FOR MATERIAL TRANSITION ZONE

REQUIREMENTS.

2. EXCAVATE EXISTING TERRAIN AS NEEDED TO

CONSTRUCT DESIGN TEMPLATE AS SHOWN.

3. NO WORK TO OCCUR IN CULTURAL RESOURCE

AREA.

4. PLACE 18" BEDDING MATERIAL AS LAYER

BETWEEN NEW ARMOR STONE AND SAND

SUBSTRATE.

5. BETWEEN STA. 153+50 AND 162+00, EXCAVATE TO

AN ELEVATION OF 7 FT NAVD88 OR A MAXIMUM

DEPTH OF 5 FT BELOW GROUND SURFACE,

WHICHEVER IS LESS. IF EXCAVATION REVEALS

STABLE RELICT ARMOR STONE, LOCATED SO

THAT PLACEMENT OF JETTY STONE CAN BE MADE

WITH NO FURTHER EXCAVATION, END

EXCAVATION AND CONSTRUCT JETTY REPAIRS IN

ACCORDANCE WITH THE DESIGN

SPECIFICATIONS.

6. RESTRICT PUBLIC ACCESS TO THE OBSERVATION

TOWER NEAR STA. 171+00 WHEN WORK MAKES

ACCESS UNSAFE.

7. MINIMIZE DISTURBANCE TO EXISTING SAND DUNE

TO EXTENT PRACTICABLE IN ACCORDANCE WITH

35 31 26.40 25 PARAGRAPH 3.1.5.1.

LEGEND:

INSTALL ARMOR LAYER

INSTALL CORE LAYER

INSTALL MATERIAL TRANSITION COBBLE

CORE LAYER (TYP.)

SEE NOTES 2, 4,

AND 5 (TYP.)

13.5'

(TYP.)

REPAIR TEMPLATE

(TYP.)

15'

SEE NOTE 7.

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P L O

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54321

C-322

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2017 GRADE (TYP.)

1.5

ARMOR LAYER (TYP.)

CULTURAL RESOURCE

AREA BOUNDARY (TYP.)

SEE NOTE 2

CORE LAYER (TYP.)

LEGEND:

INSTALL ARMOR LAYER

INSTALL CORE LAYER

NOTES:

1. EXCAVATE EXISTING TERRAIN AS NEEDED TO

CONSTRUCT DESIGN TEMPLATE AS SHOWN.

2. NO WORK TO OCCUR IN CULTURAL RESOURCE

AREA.

3. PLACE 18" OF BEDDING MATERIAL AS LAYER

BETWEEN NEW ARMOR STONE AND SAND

SUBSTRATE.

4. BETWEEN STA. 153+50 AND 162+00, EXCAVATE TO

AN ELEVATION OF 7 FT NAVD88 OR A MAXIMUM

DEPTH OF 5 FT BELOW GROUND SURFACE,

WHICHEVER IS LESS. IF EXCAVATION REVEALS

STABLE RELICT ARMOR STONE, LOCATED SO

THAT PLACEMENT OF JETTY STONE CAN BE MADE

WITH NO FURTHER EXCAVATION, END

EXCAVATION AND CONSTRUCT JETTY REPAIRS IN

ACCORDANCE WITH THE DESIGN SPECIFICATIONS.

5. BETWEEN STA. 162+00 AND 168+00, EXCAVATE TO

AN ELEVATION OF 2 FT NAVD88 OR A MAXIMUM

DEPTH OF 5 FT BELOW GROUND SURFACE,

WHICHEVER IS LESS. IF EXCAVATION REVEALS

STABLE RELICT ARMOR STONE, LOCATED SO

THAT PLACEMENT OF JETTY STONE CAN BE MADE

WITH NO FURTHER EXCAVATION, END

EXCAVATION AND CONSTRUCT JETTY REPAIRS IN

ACCORDANCE WITH THE DESIGN SPECIFICATIONS.

6. RESTRICT PUBLIC ACCESS TO THE OBSERVATION

TOWER NEAR STA. 171+00 WHEN WORK MAKES

ACCESS UNSAFE.

7. MINIMIZE DISTURBANCE TO EXISTING SAND DUNE

TO EXTENT PRACTICABLE IN ACCORDANCE WITH

35 31 26.40 25 PARAGRAPH 3.1.5.1.

1.5

13.5'

(TYP.)

16.2'

(TYP.)

REPAIR TEMPLATE

(TYP.)

12.5' 12.5'

SEE NOTES 1, 3,

4, AND 5 (TYP.)

SEE NOTE 7.

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C O

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IDENTIFICATION

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US Army Corps of Engineers

P L O

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C-323

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PORTLAND DISTRICT

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2017 GRADE (TYP.)

12.5' 12.5'

1.5

CORE LAYER (TYP.)

ARMOR LAYER (TYP.)

LEGEND:

INSTALL ARMOR LAYER

INSTALL CORE LAYER

NOTES:

1. EXCAVATE EXISTING TERRAIN AS NEEDED TO

CONSTRUCT DESIGN TEMPLATE AS SHOWN.

2. NO WORK TO OCCUR IN CULTURAL RESOURCE

AREA.

3. PLACE 18" OF BEDDING MATERIAL AS LAYER

BETWEEN NEW ARMOR STONE AND SAND

SUBSTRATE.

4. BETWEEN STA. 162+00 AND 168+00, EXCAVATE TO

AN ELEVATION OF 2 FT NAVD88 OR A MAXIMUM

DEPTH OF 5 FT BELOW GROUND SURFACE,

WHICHEVER IS LESS. IF EXCAVATION REVEALS

STABLE RELICT ARMOR STONE, LOCATED SO

THAT PLACEMENT OF JETTY STONE CAN BE MADE

WITH NO FURTHER EXCAVATION, END

EXCAVATION AND CONSTRUCT JETTY REPAIRS IN

ACCORDANCE WITH THE DESIGN SPECIFICATIONS.

5. RESTRICT PUBLIC ACCESS TO THE OBSERVATION

TOWER NEAR STA. 171+00 WHEN WORK MAKES

ACCESS UNSAFE.

6. MINIMIZE DISTURBANCE TO EXISTING SAND DUNE

TO EXTENT PRACTICABLE IN ACCORDANCE WITH

35 31 26.40 25 PARAGRAPH 3.1.5.1.

CULTURAL RESOURCE

AREA BOUNDARY (TYP.)

SEE NOTE 2

16.2'

(TYP.)

REPAIR TEMPLATE

(TYP.)

SEE NOTES 1, 3,

AND 4 (TYP.)

SEE NOTE 6.

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168+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

168+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

169+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

169+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

170+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

170+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

171+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

20' 0 20'20' 0 20'

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

D A

T E

S I Z

S U

B M

I T

T E

P L O

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

U M

B E

US Army Corps of Engineers

P L O

A T

54321

C-324

M O

U T

U M

E R

S O

U T

J E

T T

E H

A B

I L

I T

A T

I O

C R

O S

E C

T I O

N S

H A

O R

I T

S T

O R

M Z

A N

D J

R I B

B E

T T

J E

R E

P P

A N

S I

C L

C d w g

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

12.5' 12.5'

1.5

ARMOR LAYER (TYP.)

LEGEND:

INSTALL ARMOR LAYER

NOTES:

1. EXCAVATE EXISTING TERRAIN AS NEEDED TO

CONSTRUCT DESIGN TEMPLATE AS SHOWN.

2. NO WORK TO OCCUR IN CULTURAL RESOURCE

AREA.

3. PLACE 18" OF BEDDING MATERIAL AS LAYER

BETWEEN NEW ARMOR STONE AND SAND

SUBSTRATE.

4. REWORK EXISTING STONE AS NECESSARY TO

ACHIEVE SMOOTH INTERFACE BETWEEN NEW

STONE AND RELICT STONE PER SECTION 35 31

26.40 25 JETTY REPAIRS.

5. BETWEEN STA. 162+00 AND 168+00, EXCAVATE TO

AN ELEVATION OF 2 FT NAVD88 OR A MAXIMUM

DEPTH OF 5 FT BELOW GROUND SURFACE,

WHICHEVER IS LESS. IF EXCAVATION REVEALS

STABLE RELICT ARMOR STONE, LOCATED SO

THAT PLACEMENT OF JETTY STONE CAN BE MADE

WITH NO FURTHER EXCAVATION, END

EXCAVATION AND CONSTRUCT JETTY REPAIRS IN

ACCORDANCE WITH THE DESIGN

SPECIFICATIONS.

6. USE EQUIPMENT AND PRACTICES NECESSSARY

TO AVOID IMPACT TO THE OBSERVATION TOWER,

LOCATED BETWEEN STA. 170+80 AND 171+15.

NEAREST TOWER FOOTING IS POSITIONED

APPROXIMATELY 28.5 FT FROM THE JETTY

CENTERLINE.

7. RESTRICT PUBLIC ACCESS TO OBSERVATION

TOWER NEAR STA. 171+00 WHEN WORK MAKES

ACCESS UNSAFE.

8. MINIMIZE DISTURBANCE TO EXISTING SAND DUNE

TO EXTENT PRACTICABLE IN ACCORDANCE WITH

35 31 26.40 25 PARAGRAPH 3.1.5.1.

CULTURAL RESOURCE

AREA BOUNDARY (TYP.)

SEE NOTE 2

16.2'

(TYP.)

APPROXIMATE FOOTPRINT OF

OBSERVATION TOWER

SEE NOTE 6

2017 GRADE (TYP.)

REPAIR TEMPLATE

(TYP.)

SEE NOTES 1, 3,

AND 5 (TYP.)

SEE NOTE 8.

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

171+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

172+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

172+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

173+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

173+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

174+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

174+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

175+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

20' 0 20'20' 0 20'

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

D A

T E

S I Z

S U

B M

I T

T E

P L O

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

U M

B E

US Army Corps of Engineers

P L

54321

C-325

M O

U T

U M

E R

S O

U T

J E

T T

E H

A B

I L

I T

A T

I O

C R

O S

E C

T I O

N S

H A

O R

I T

S T

O R

M Z

A N

D J

R I B

B E

T T

J E

R E

P P

A N

S I

C L

C d w g

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

2017 GRADE (TYP.)

1.5

LEGEND:

INSTALL ARMOR LAYER

NOTES:

1. PLACE 18" OF BEDDING MATERIAL AS LAYER

BETWEEN NEW ARMOR STONE AND SAND

SUBSTRATE UP UNTIL STA. 173+00.

2. REWORK EXISTING STONE AS NECESSARY TO

ACHIEVE SMOOTH INTERFACE BETWEEN NEW

STONE AND RELICT STONE PER SECTION 35 31

26.40 25 JETTY REPAIRS.

3. JETTY CREST WIDTH TRANSITIONS FROM 25 FEET

AT STA. 173+00 TO 30 FEET AT STA. 174+00.

4. RESTRICT PUBLIC ACCESS TO OBSERVATION

TOWER WHEN WORK MAKES ACCESS UNSAFE.

12.5' 12.5'

ARMOR LAYER (TYP.)

INSTALL CORE LAYER

CORE LAYER (TYP.)

REPAIR TEMPLATE

(TYP.)

15' 15'

TRANSITION WIDTH

SEE NOTE 3

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

175+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

176+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

176+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

177+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

177+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

178+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

178+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

179+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

20' 0 20'20' 0 20'

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

D A

T E

S I Z

S U

B M

I T

T E

P L O

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

U M

B E

US Army Corps of Engineers

P L O

A T

54321

C-326

M O

U T

L U

M B

E R

S O

U T

J E

T T

E H

A B

I L I T

A T

I O

C R

O S

E C

T I O

N S

H A

O R

I T

S T

O R

M Z

A N

D J

R I B

B E

T T

J E

R E

P P

A N

S I

C L G

C d w g

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

2017 GRADE (TYP.)

15' 15'

1.5

LEGEND:

INSTALL ARMOR LAYER

INSTALL CORE LAYER

ARMOR LAYER (TYP.)

CORE LAYER (TYP.)

NOTES:

1. REWORK EXISTING STONE AS NECESSARY TO

ACHIEVE SMOOTH INTERFACE BETWEEN NEW

STONE AND RELICT STONE PER SECTION 35 31

26.40 25 JETTY REPAIRS.

REPAIR TEMPLATE

(TYP.)

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

179+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

180+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

180+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

181+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

181+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

182+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

182+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

183+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

20' 0 20'20' 0 20'

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

D A

T E

S I Z

S U

B M

I T

T E

P L O

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

U M

B E

US Army Corps of Engineers

P L O

A T

54321

C-327

M O

U T

L U

M B

E R

S O

U T

J E

T T

E H

A B

I L I T

A T

I O

C R

O S

E C

T I O

N S

H A

O R

I T

S T

O R

M Z

A N

D J

R I B

B E

T T

J E

R E

P P

A N

S I

C L G

C d w g

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

2017 GRADE (TYP.)

15' 15'

1.5

ARMOR LAYER (TYP.)

CORE LAYER (TYP.)

LEGEND:

INSTALL ARMOR LAYER

INSTALL CORE LAYER

NOTES:

1. REWORK EXISTING STONE AS NECESSARY TO

ACHIEVE SMOOTH INTERFACE BETWEEN NEW

STONE AND RELICT STONE PER SECTION 35 31

26.40 25 JETTY REPAIRS.

REPAIR TEMPLATE

(TYP.)

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

183+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

184+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

184+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

185+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

185+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

186+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

186+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

187+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

20' 0 20'20' 0 20'

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

D A

T E

S I Z

S U

B M

I T

T E

P L O

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

U M

B E

US Army Corps of Engineers

P L O

A T

54321

C-328

M O

U T

L U

M B

E R

S O

U T

J E

T T

E H

A B

I L I T

A T

I O

C R

O S

E C

T I O

N S

H A

O R

I T

S T

O R

M Z

A N

D J

R I B

B E

T T

J E

R E

P P

A N

S I

C L G

C d w g

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

2017 GRADE (TYP.)

15' 15'

1.5

ARMOR LAYER (TYP.)

CORE LAYER (TYP.)

LEGEND:

INSTALL ARMOR LAYER

INSTALL CORE LAYER

NOTES:

1. REWORK EXISTING STONE AS NECESSARY TO

ACHIEVE SMOOTH INTERFACE BETWEEN NEW

STONE AND RELICT STONE PER SECTION 35 31

26.40 25 JETTY REPAIRS.

2. AT DEPTHS GREATER THAN 0 FT. NAVD88, END

1.5H:1V SIDE SLOPES AND PLACE TOE STONES AS

NECESSARY TO SUPPORT SIDE SLOPES. SEE

SPECIFICATION 35 31 26.40 25 JETTY REPAIRS.

REPAIR TEMPLATE

(TYP.)

1.5

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

187+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

188+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

188+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

189+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

189+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

190+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

190+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

191+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

20' 0 20'20' 0 20'

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

D A

T E

S I Z

S U

B M

I T

T E

P L O

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

U M

B E

US Army Corps of Engineers

P L O

A T

54321

C-329

M O

U T

L U

M B

E R

S O

U T

J E

T T

E H

A B

I L I T

A T

I O

C R

O S

E C

T I O

N S

H A

O R

I T

S T

O R

M Z

A N

D J

R I B

B E

T T

J E

R E

P P

A N

S I

C L G

C d w g

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

2017 GRADE (TYP.)

15' 15'

1.5

ARMOR LAYER (TYP.)

LEGEND:

INSTALL ARMOR LAYER

NOTES:

1. REWORK EXISTING STONE AS NECESSARY TO

ACHIEVE SMOOTH INTERFACE BETWEEN NEW

STONE AND RELICT STONE PER SECTION 35 31

26.40 25 JETTY REPAIRS.

2. AT DEPTHS GREATER THAN 0 FT. NAVD88, END

2H:1V SIDE SLOPES AND PLACE TOE STONES AS

NECESSARY TO SUPPORT SIDE SLOPES. SEE

SPECIFICATION 35 31 26.40 25 JETTY REPAIRS.

3. OCEAN SIDE SLOPE TRANSITIONS LINEARLY FROM

1.5H:1V AT STA. 187+00 TO 2H:1V AT STA. 188+00.

REPAIR TEMPLATE

(TYP.)

SLOPE TRANSITION

SEE NOTE 3

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

191+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

192+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

192+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

193+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

193+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

194+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

194+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

195+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

20' 0 20'20' 0 20'

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

D A

T E

S I Z

S U

B M

I T

T E

P L O

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

U M

B E

US Army Corps of Engineers

P L O

A T

54321

C-330

M O

U T

L U

M B

E R

S O

U T

J E

T T

E H

A B

I L I T

A T

I O

C R

O S

E C

T I O

N S

H A

O R

I T

S T

O R

M Z

A N

D J

R I B

B E

T T

J E

R E

P P

A N

S I

C L G

C d w g

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

2017 GRADE (TYP.)

15' 15'

1.5

ARMOR LAYER (TYP.)

LEGEND:

INSTALL ARMOR LAYER

NOTES:

1. REWORK EXISTING STONE AS NECESSARY TO

ACHIEVE SMOOTH INTERFACE BETWEEN NEW

STONE AND RELICT STONE PER SECTION 35 31

26.40 25 JETTY REPAIRS.

2. AT DEPTHS GREATER THAN 0 FT. NAVD88, END

2H:1V SIDE SLOPES AND PLACE TOE STONES AS

NECESSARY TO SUPPORT SIDE SLOPES. SEE

SECTION 35 31 26.40 25 JETTY REPAIRS.

3. AREAS WHERE EXISTING SLOPE IS WITHIN

TOLERANCES MAY REQUIRE RECONSTRUCTION

TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN

SECTION 35 31 26.40 25 JETTY REPAIRS.

SEE NOTE 1 (TYP.)

REPAIR TEMPLATE

(TYP.)

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

195+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

196+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

196+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

197+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

197+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

198+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

198+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

199+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

20' 0 20'20' 0 20'

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

D A

T E

S I Z

S U

B M

I T

T E

P L O

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

U M

B E

US Army Corps of Engineers

P L

54321

C-331

M O

U T

U M

E R

S O

U T

J E

T T

E H

A B

I L

I T

A T

I O

C R

O S

E C

T I O

N S

H A

O R

I T

S T

O R

M Z

A N

D J

R I B

B E

T T

J E

R E

P P

A N

S I

C L

C d w g

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

2017 GRADE (TYP.)

15' 15'

1.5

ARMOR LAYER (TYP.)

LEGEND:

INSTALL ARMOR LAYER

NOTES:

1. AREAS WHERE EXISTING SLOPE IS WITHIN

TOLERANCES MAY REQUIRE RECONSTRUCTION

TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN

SECTION 35 31 26.40 25 JETTY REPAIRS.

2. AT DEPTHS GREATER THAN 0 FT. NAVD88, END

2H:1V SIDE SLOPES AND PLACE TOE STONES AS

NECESSARY TO SUPPORT SIDE SLOPES. SEE

SPECIFICATION 35 31 26.40 25 JETTY REPAIRS.

3. REWORK EXISTING STONE AS NECESSARY TO

ACHIEVE SMOOTH INTERFACE BETWEEN NEW

STONE AND RELICT STONE PER SECTION 35 31

26.40 25 JETTY REPAIRS.

REPAIR TEMPLATE

(TYP.)

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

199+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

200+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

200+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

201+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

201+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

202+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

202+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

203+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

20' 0 20'20' 0 20'

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

D A

T E

S I Z

S U

B M

I T

T E

P L O

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

U M

B E

US Army Corps of Engineers

P L O

A T

54321

C-332

M O

U T

L U

M B

E R

S O

U T

J E

T T

E H

A B

I L I T

A T

I O

C R

O S

E C

T I O

N S

H A

O R

I T

S T

O R

M Z

A N

D J

R I B

B E

T T

J E

R E

P P

A N

S I

C L G

C d w g

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

2017 GRADE (TYP.)

15' 15'

1.5

ARMOR LAYER (TYP.)

LEGEND:

INSTALL ARMOR LAYER

NOTES:

1. REWORK EXISTING STONE AS NECESSARY TO

ACHIEVE SMOOTH INTERFACE BETWEEN NEW

STONE AND RELICT STONE PER SECTION 35 31

26.40 25 JETTY REPAIRS.

2. AREAS WHERE EXISTING SLOPE IS WITHIN

TOLERANCES MAY REQUIRE RECONSTRUCTION

TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN

SECTION 35 31 26.40 25 JETTY REPAIRS.

REPAIR TEMPLATE

(TYP.)

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

203+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

204+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

204+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

205+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

205+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

206+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

206+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

207+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

20' 0 20'20' 0 20'

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

D A

T E

S I Z

S U

B M

I T

T E

P L O

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

U M

B E

US Army Corps of Engineers

P L O

A T

54321

C-333

M O

U T

L U

M B

E R

S O

U T

J E

T T

E H

A B

I L I T

A T

I O

C R

O S

E C

T I O

N S

H A

O R

I T

S T

O R

M Z

A N

D J

R I B

B E

T T

J E

R E

P P

A N

S I

C L G

C d w g

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

2017 GRADE (TYP.)

15' 15'

1 1.5

LEGEND:

INSTALL ARMOR LAYER

NOTES:

1. AREAS WHERE EXISTING SLOPE IS WITHIN

TOLERANCES MAY REQUIRE RECONSTRUCTION

TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN

SECTION 35 31 26.40 25 JETTY REPAIRS.

2. REWORK EXISTING STONE AS NECESSARY TO

ACHIEVE SMOOTH INTERFACE BETWEEN NEW

STONE AND RELICT STONE PER SECTION 35 31

26.40 25 JETTY REPAIRS.

ARMOR LAYER (TYP.)

SEE NOTE 1

(TYP.)

REPAIR TEMPLATE

(TYP.)

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

207+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

208+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

208+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

209+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

209+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

210+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

210+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

211+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

20' 0 20'20' 0 20'

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

D A

T E

S I Z

S U

B M

I T

T E

P L O

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

U M

B E

US Army Corps of Engineers

P L O

A T

54321

C-334

M O

U T

L U

M B

E R

S O

U T

J E

T T

E H

A B

I L I T

A T

I O

C R

O S

E C

T I O

N S

H A

O R

I T

S T

O R

M Z

A N

D J

R I B

B E

T T

J E

R E

P P

A N

S I

C L G

C d w g

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

2017 GRADE (TYP.)

15' 15'

1.5

ARMOR LAYER (TYP.)

LEGEND:

INSTALL ARMOR LAYER

NOTES:

1. AREAS WHERE EXISTING SLOPE IS WITHIN

TOLERANCES MAY REQUIRE RECONSTRUCTION

TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN

SECTION 35 31 26.40 25 JETTY REPAIRS.

2. REWORK EXISTING STONE AS NECESSARY TO

ACHIEVE SMOOTH INTERFACE BETWEEN NEW

STONE AND RELICT STONE PER SECTION 35 31

26.40 25 JETTY REPAIRS.

REPAIR TEMPLATE

(TYP.)

SEE NOTE 1

(TYP.)

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

211+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

212+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

212+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

213+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

213+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

214+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

214+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

215+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

20' 0 20'20' 0 20'

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

D A

T E

S I Z

S U

B M

I T

T E

P L O

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

U M

B E

US Army Corps of Engineers

P L

54321

C-335

M O

U T

U M

E R

S O

U T

J E

T T

E H

A B

I L

I T

A T

I O

C R

O S

E C

T I O

N S

H A

O R

I T

S T

O R

M Z

A N

D J

R I B

B E

T T

J E

R E

P P

A N

S I

C L

C d w g

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

EXISTING GROUND (TYP.)

15' 15'

1 1.5

ARMOR LAYER (TYP.)

LEGEND:

INSTALL ARMOR LAYER

NOTES:

1. AREAS WHERE EXISTING SLOPE IS WITHIN

TOLERANCES MAY REQUIRE RECONSTRUCTION

TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN

SECTION 35 31 26.40 25 JETTY REPAIRS.

2. REWORK EXISTING STONE AS NECESSARY TO

ACHIEVE SMOOTH INTERFACE BETWEEN NEW

STONE AND RELICT STONE PER SECTION 35 31

26.40 25 JETTY REPAIRS.

REPAIR TEMPLATE

(TYP.)

SEE NOTE 1

(TYP.)

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

215+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

216+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

216+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

217+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

217+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

218+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

218+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

219+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

20' 0 20'20' 0 20'

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

D A

T E

S I Z

S U

B M

I T

T E

P L O

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

U M

B E

US Army Corps of Engineers

P L O

A T

54321

C-336

M O

U T

L U

M B

E R

S O

U T

J E

T T

E H

A B

I L I T

A T

I O

C R

O S

E C

T I O

N S

H A

O R

I T

S T

O R

M Z

A N

D J

R I B

B E

T T

J E

R E

P P

A N

S I

C L G

C d w g

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

2017 GRADE (TYP.)

15' 15'

1.5

ARMOR LAYER (TYP.)

LEGEND:

INSTALL ARMOR LAYER

NOTES:

1. AREAS WHERE EXISTING SLOPE IS WITHIN

TOLERANCES MAY REQUIRE RECONSTRUCTION

TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN

SECTION 35 31 26.40 25 JETTY REPAIRS.

2. REWORK EXISTING STONE AS NECESSARY TO

ACHIEVE SMOOTH INTERFACE BETWEEN NEW

STONE AND RELICT STONE PER SECTION 35 31

26.40 25 JETTY REPAIRS.

SEE NOTE 1

(TYP.)

REPAIR TEMPLATE

(TYP.)

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

219+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

220+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

220+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

221+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

221+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

222+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

222+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L

E V

A T

I O

A V

O C

E A

I D

O U

T H

E L

E V

A T

I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

223+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

20' 0 20'20' 0 20'

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

D A

T E

S I Z

S U

B M

I T

T E

P L O

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

U M

B E

US Army Corps of Engineers

P L O

A T

54321

C-337

M O

U T

L U

M B

E R

S O

U T

J E

T T

E H

A B

I L I T

A T

I O

C R

O S

E C

T I O

N S

H A

O R

I T

S T

O R

M Z

A N

D J

R I B

B E

T T

J E

R E

P P

A N

S I

C L G

C d w g

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

2017 GRADE (TYP.)

15' 15'

1.5

ARMOR LAYER (TYP.)

LEGEND:

INSTALL ARMOR LAYER

NOTES:

1. AREAS WHERE EXISTING SLOPE IS WITHIN

TOLERANCES MAY REQUIRE RECONSTRUCTION

TO ACHIEVE STONE INTERLOCK AS SPECIFIED IN

SECTION 35 31 26.40 25 JETTY REPAIRS.

2. REWORK EXISTING STONE AS NECESSARY TO

ACHIEVE SMOOTH INTERFACE BETWEEN NEW

STONE AND RELICT STONE PER SECTION 35 31

26.40 25 JETTY REPAIRS.

REPAIR TEMPLATE

(TYP.)

SEE NOTE 1

(TYP.)

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

223+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

224+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

224+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

225+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

225+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

226+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

226+50

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

E L E

V A

T I O

A V

O C

E A

I D

O U

T H

E L E

V A

T I O

A V

C H

A N

N E

I D

O R

T H

DISTANCE FROM CENTERLINE (FT)

227+00

-20

-10

-20

-10

0 20 40 60 80 1000-20-40-60-80-100

20' 0 20'20' 0 20'

S O

L I C

I T

A T

I O

F I

D R

A W

C H

E C

K E

D E

S I G

N E

D E

S C

R I P

T I O

N M

A R

D A

T E

S I Z

S U

B M

I T

T E

P L O

C A

L E

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

I N

U M

B E

US Army Corps of Engineers

P L

54321

C-338

M O

U T

U M

E R

S O

U T

J E

T T

E H

A B

I L

I T

A T

I O

C R

O S

E C

T I O

N S

H A

O R

I T

S T

O R

M Z

A N

D J

R I B

B E

T T

J E

R E

P P

A N

S I

C L

C d w g

PORTLAND DISTRICT

U S

R M

O R

N G

I N

E E

R S

P O

R T

L A

T R

I C

P O

R T

L A

N D

R E

G O

EXISTING GROUND (TYP.)

15' 15'

1.5

ARMOR LAYER (TYP.)

LEGEND:

INSTALL ARMOR LAYER

NOTES:

1. AREAS WHERE EXISTING SLOPE IS WITHIN

TOLERANCES MAY REQUIRE RECONSTRUCTION

TO ACHIEVE STONE INTERLOCK AS…

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