PLANS.pdf

PDF 13 MB Posted Aug 9, 2016

Attached to: Repairs to the Plymouth Long Beach Dike, Plymouth
Solicitation number: W912WJ-16-B-0011
Issued by: Department of the Army Corps of Engineers Engineering District New England

About this file

From the source

PLANS

View the file

Other files

File	Type	Posted
BidAbstract.pdf	PDF	Sep 11, 2016
Bid_Snapsheet.pdf	PDF	Sep 9, 2016
W912WJ-16-B-0011_-_Amendment_0003.pdf	PDF	Sep 3, 2016
Plans_PLY-507_C-303_A0002.pdf	PDF	Aug 26, 2016
Amendment_W912WJ-16-B-0011-0002.pdf	PDF	Aug 26, 2016
Spec_35_31_19_A0002.pdf	PDF	Aug 26, 2016
Spec_01_22_00_A0002.pdf	PDF	Aug 26, 2016
Spec_01_50_00_A0002.pdf	PDF	Aug 26, 2016
SPECS_Revised_August.pdf	PDF	Aug 10, 2016
PLANS.pdf	PDF	Aug 10, 2016
Amendment_W912WJ-16-B-0011-0001.pdf	PDF	Aug 10, 2016
SPECS.pdf	PDF	Aug 9, 2016
Solicitation_W912WJ-16-B-0011.pdf	PDF	Aug 9, 2016

Show all 13

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D R

A W

G C

O D

S C

A L E

S H

E E

R E

P A

S T

O S

T O

N E D

P L

Y M

O U

T H L

O N

G B

E A

C H

P L

Y M

O U

T H

M A

S S

A C

H U

S E

T T S

P L

Y -5

W J -1

-B -0

COVER SHEET AND INDEX

DESIGN FILESHEET NO.

G-001

INDEX TO DRAWINGS

SHEET TITLE

of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

New England District

G-101

C-101

C-102

C-103

C-301

C-302

C-303

MASSACHUSETTS

NEW

HAMPSHIRE

MAINE

VT.

CONN.

R.I.

HARTFORD

PROV.

CAPE

COD

BOSTON

PORTSMOUTH

CONCORD

PORTLAND

AUGUSTA

BANGOR

ATLANTIC

OCEAN

CANADA

LOCATION MAP

NOT TO SCALE

G O

D F

R E

G O

D F

R E

M T

E S

A N

S I

G-001

G-102

CROSS-SECTIONS

CROSS-SECTIONS AND NOTES

GENERAL PLAN

BEACH DIKE

PLYMOUTH LONG

PLY-507_G-001.DGN

PLY-507_G-101.DGN

PLY-507_G-102.DGN

PLY-507_C-101.DGN

PLY-507_C-102.DGN

PLY-507_C-103.DGN

PLY-507_C-301.DGN

PLY-507_C-302.DGN

PLY-507_C-303.DGN

SITE PLAN AND PROFILE, STATION 0+00 TO STATION 16+00

SITE PLAN AND PROFILE, STATION 16+00 TO STATION 32+00

SITE PLAN AND PROFILE, STATION 32+00 TO STATION 48+00

C O

V E

R S

H E

E T A

N D I

N D

E X

TEMPORARY STAGING AND STORAGE PLAN

CONSTRUCTION LIMITS OF WORK AND

PLYMOUTH, MASSACHUSETTS

PLYMOUTH LONG BEACH

REPAIRS TO STONE DIKE

W912WJ-16-B-0011

A U

G U

S T

AUGUST 2016

M T

E S

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D R

A W

G C

O D

S C

A L E

S H

E E

P A

S T

O S

T O

N E D

P L

Y M

O U

T H L

O N

G B

E A

C H

P L

Y M

O U

T H

M A

S S

A C

H U

S E

T T S

P L

Y -5

W J -1

-B -0

0 4

P L Y M O U T H B A Y

CONCRETE SEAWALL

CONCRETE

SEAWALL

RYDERWAY

RYDER WAY (GRAVEL ROAD)

RAVEL

R O

A D

LOT

BEACH PARKING

WARREN AVENUE

ARREN

AVENUE

30'

TOWN BEACH'S PARKING LOT

PROJECT SITE THROUGH

CONTRACTOR'S ACCESS TO

EEL RIVER

LIMITS OF WORK (TYP)

CONSTRUCTION

LIMITS OF WORK (TYP)

CONSTRUCTION

EEL R

ERTHIS SHEET)

OF WORK (SEE NOTE 2,

CONSTRUCTION LIMITS

WITH STONE APRONS

EXISTING STONE DIKE

WITH STONE APRONS

EXISTING STONE DIKE

WITH STONE APRONS

EXISTING STONE DIKE

P L Y M O U T H B A Y

80'

RYDER WAY (GRAVEL ROAD)

(GRAVEL ROAD)RYDER WAY

THIS SHEET)

OF WORK (SEE NOTE 2,

CONSTRUCTION LIMITS

WITH STONE APRONS

EXISTING STONE DIKE

THIS SHEET)

OF WORK (SEE NOTE 2,

CONSTRUCTION LIMITS

WITH STONE APRONS

EXISTING STONE DIKE

T E

M P

O R

A R

Y S

T A

G A

N D S

T O

R A

G E P

L A

G O

D F

R E

G O

D F

R E

A N

S I

G-102

N N

P L Y M O U T H H A R B O R

MAJOR REPAIR AREA A1

MAJOR REPAIR AREA A3

MAJOR REPAIR AREA A2

MAJOR REPAIR AREA A4

MAJOR REPAIR AREA A5

40'

66.

EEL RIVER

C O

N S

T R

U C

N L

S O

F W

O R

K A

N D

OF ACCESS WAY ALONG LANDWARD FACE OF SEAWALL)

(CONSTRUCTION LIMITS OF WORK ON SOUTHEAST SIDE

15' WIDE CONTRACTOR'S TEMPORARY ACCESS WAY

30'

WEST EDGE OF RYDER WAY

BARRIER ALONG SOUTH-

EXISTING STONE/BOULDER

WORK (SEE NOTE 2, THIS SHEET)

CONSTRUCTION LIMITS OF

WEST EDGE OF RYDER WAY

BARRIER ALONG SOUTH-

EXISTING STONE/BOULDER

WEST EDGE OF RYDER WAY

BARRIER ALONG SOUTH-

EXISTING STONE/BOULDER

ALONG ENTIRE LENGTH OF DIKE)

(10 FT FROM TOE OF STONE APRON

CONSTRUCTION LIMITS OF WORK

ALONG ENTIRE LENGTH OF DIKE)

(10 FT FROM TOE OF STONE APRON

CONSTRUCTION LIMITS OF WORK

ALONG ENTIRE LENGTH OF DIKE)

(10 FT FROM TOE OF STONE APRON

CONSTRUCTION LIMITS OF WORK

LIMITS OF WORK (TYP)

CONSTRUCTION

AT ALL TIMES DURING CONSTRUCTION

STAGING AND STORAGE AREA TO REMAIN OPEN

RYDER WAY ALONG CONTRACTOR'S TEMPORARY

CONSTRUCTION)

REMAIN OPEN AT ALL TIMES DURING

ALONG RYDER WAY (RYDER WAY TO

15' WIDE TEMPORARY ACCESS WAY

136'

TO POINT 1

OF WORK FROM END OF SEAWALL

ACCESS WAY (CONSTRUCTION LIMITS

15' WIDE CONTRACTOR'S TEMPORARY

THIS SHEET)

POINT 1 (SEE NOTE 1,

1 & 2, THIS SHEET)

POINT 2 (SEE NOTES

SCALE: 1"=100' 100' 200'0

CONSTRUCTION LIMITS OF WORK AND TEMPORARY STAGING AND STORAGE PLAN

GROIN (TYPICAL)

OF STONE RUBBLE

APPROXIMATE LIMITS

SCALE: 1"=100' 100' 200'0

CONSTRUCTION LIMITS OF WORK AND TEMPORARY STAGING AND STORAGE PLAN

OF PROPERTY LINE (TYP)

APPROXIMATE LOCATION

OF PROPERTY LINE (TYP)

APPROXIMATE LOCATION

OF PROPERTY LINE (TYP)

APPROXIMATE LOCATION

OF SEAWALL

INSIDE FACE

15' WIDE FROM

CONSTRUCTION LIMITS OF WORK AND TEMPORARY STAGING AND STORAGE PLAN

OF PROPERTY LINE (TYP)

APPROXIMATE LOCATION

OF PROPERTY LINE (TYP)

APPROXIMATE LOCATION

OF PROPERTY LINE (TYP)

APPROXIMATE LOCATION

OF PROPERTY LINE (TYP)

APPROXIMATE LOCATION

EDGE OF RYDER WAY

ALONG SOUTHWEST

BOULDER BARRIER

EXISTING STONE/

M A

T C

H L

E A -A

M A

T C

H L

E B -B

M A

T C

H L

E A -A

M A

T C

H L

E B -B

RYDER WAY(GRAVEL ROAD)

23'

OF PROPERTY LINE (TYP)

APPROXIMATE LOCATION

SEE NOTE 3

A U

G U

S T

(APPROXIMATELY 45,000 SF)

STAGING AND STORAGE AREA

CONTRACTOR'S TEMPORARY

M T

E S

M T

E S

R S

C2C3 C4

CONSTRUCTION (SEE NOTE 4)

RESTRICTED AREA DURING

O F P

A V

E M

E N

T E

D G

PHOTOGRAPHIC SURVEY" IN SPECIFICATION SECTION 01 11 00.

5. LIMITS OF EXISTING SEAWALL TO BE PHOTOGRAPHED AS REQUIRED UNDER SUBPART TITLED "PRE-CONSTRUCTION

C5: N= 2809644.99, E= 891595.68

C4: N= 2809708.28, E= 891561.63

C3: N= 2809719.55, E= 891583.21

C2: N= 2809638.82, E= 891628.60

C1: N= 2809626.13, E= 891604.28

FOLLOWING COORDINATES:

4. THE CONTRACTOR IS PROHIBITED FROM ACCESSING OR UTILIZING THE AREA OF PROPERTY BOUNDED BY THE

3. GROUND SURFACES NORTHWEST OF THE BEACH PARKING LOT'S EDGE OF PAVEMENT ARE SANDS AND GRAVEL.

BARRIER ALONG THE SOUTHWEST EDGE OF RYDER WAY (GRAVEL ROAD).

2. FROM POINT 2 NORTHWESTERLY, THE CONSTRUCTION LIMITS OF WORK SHALL FOLLOW THE STONE/BOULDER

RYDER WAY (GRAVEL ROAD).

1. BETWEEN POINTS 1 AND 2, THE CONSTRUCTION LIMITS OF WORK SHALL FOLLOW THE SOUTHWEST EDGE OF

NOTES:

OPENING TO SEAWALL OPENING (~742')

BE PHOTOGRAPHED (SEE NOTE 5) FROM SEAWALL

STORAGE AREA AND LIMITS OF EXISTING SEAWALL TO

LIMITS OF CONTRACTOR'S TEMPORARY STAGING AND

LIMITS OF EXISTING SEAWALL TO BE PHOTOGRAPHED (SEE NOTE 5)

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D R

A W

G C

O D

S C

A L E

S H

E E

P A

S T

O S

T O

N E D

P L

Y M

O U

T H L

O N

G B

E A

C H

P L

Y M

O U

T H

M A

S S

A C

H U

S E

T T S

P L

Y -5

W J -1

-B -0

RYDER WAY (GRAVEL ROAD)

EEL R

IVER

EEL RIVER

OF PROPERTY LINE (TYP)

APPROXIMATE LOCATION

OF PROPERTY LINE (TYP)

APPROXIMATE LOCATION

0 6 0 5

0 3

0 1

STONE APRON

EXISTING SEAWARD

STONE APRON

EXISTING LANDWARD

EXISTING STONE DIKE

ALONG EDGE OF GRAVEL ROAD

EXISTING STONE/BOULDER BARRIER WORK (TYP); (SEE SHEET G-102)

CONSTRUCTION LIMITS OF

WORK (TYP); (SEE SHEET G-102)

CONSTRUCTION LIMITS OF

WORK (TYP); (SEE SHEET G-102)

CONSTRUCTION LIMITS OF

WORK (TYP); (SEE SHEET G-102)

CONSTRUCTION LIMITS OF

GENERAL REPAIR NOTE 7 ON SHEET C-303)

PROTECT EXISTING STONE APRON (SEE

HIGH WATER (MHW) 10.1 FEET

APPROXIMATE LOCATION OF MEAN

9 ON SHEET G-101

SEE GENERAL NOTE

CONTROL LINE (CL);

DATA", THIS SHEET)

SEE "CONTROL LINE

CONTROL POINT (TYP);

(SEE SHEET C-301)

MAJOR REPAIR AREA A1

NOTE 5 ON SHEET C-303)

BOUNDARY (SEE MAJOR REPAIR AREA

CENTERLINE OF MAJOR REPAIR AREA

AND MAJOR REPAIR AREA NOTES ON SHEET C-303)

ON SHEET G-101; AND GENERAL REPAIR NOTES

MAJOR REPAIR AREA A1 (SEE GENERAL NOTE 10

(APPROXIMATE LOCATION)

EXISTING TOP OF CREST

0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+00

CONTROL LINE STATIONING (0+00 TO 16+00)

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

BASE LINE ELEVATION 13' (MLLW)

C-101

B2 60' 120'0

PROFILE

HORIZ. SCALE: 1"=60'; VERT. SCALE: 1"=20'

20' 40'0

M A

T C

H L

E C -1

M A

T C

H L

E C -1

G O

D F

R E

G O

D F

R E

M T

E S

A N

S I

E P

L A

N A

N D P

R O

S T

A T

O S

T A

PLYMOUTH BAY

PLYMOUTH LONG BEACH

POINT OF INTERSECTION (PI)

CONTROL LINE DATA

1+24.45

0+71.53

0+00.00

3+03.24

3+87.63

4+68.01

5+16.18

893466.13

893426.59

893398.73

893297.30

893242.03

893186.13

POINT OF BEGINNING (POB)

POINT OF INTERSECTION (PI)

STATION NORTHING EASTING DESCRIPTION

2806866.19

2806925.80

6+31.35

7+16.48

7+68.84

8+39.25

8+90.04

9+56.40

10+57.90

12+00.96

12+74.83

16+31.31

2806970.80

2807118.03

2807181.80

2807239.55

893153.22

893077.45

893023.21

892993.29

892951.99

892923.18

892886.65

892830.20

892754.25

892713.51

892518.902808190.18

2807891.51

2807829.90

2807708.67

2807624.31

2807568.90

2807527.08

2807470.05

2807427.09

2807361.46

2807274.73 POINT OF INTERSECTION (PI)

POINT OF INTERSECTION (PI)

CONTROL LINE DATA

STATION NORTHING EASTING DESCRIPTION

C2 60' 120'0

SITE PLAN

SCALE: 1"=60'

PLYMOUTH HARBOR

E=893000

A U

G U

S T

M T

E S

R S

NOTE 5 ON SHEET C-303)

BOUNDARY (SEE MAJOR REPAIR AREA

CENTERLINE OF MAJOR REPAIR AREA

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D R

A W

G C

O D

S C

A L E

S H

E E

P A

S T

O S

T O

N E D

P L

Y M

O U

T H L

O N

G B

E A

C H

P L

Y M

O U

T H

M A

S S

A C

H U

S E

T T S

P L

Y -5

W J -1

-B -0

RYDER WAY (GRAVEL ROAD)

OF PROPERTY LINE (TYP)

APPROXIMATE LOCATION

OF PROPERTY LINE (TYP)

APPROXIMATE LOCATION

OF PROPERTY LINE (TYP)

APPROXIMATE LOCATION

STONE APRON

EXISTING SEAWARD

STONE APRON

EXISTING LANDWARD

EXISTING STONE DIKE

ALONG EDGE OF GRAVEL ROAD

EXISTING STONE/BOULDER BARRIER

WORK (TYP); (SEE SHEET G-102)

CONSTRUCTION LIMITS OF

WORK (TYP); (SEE SHEET G-102)

CONSTRUCTION LIMITS OF

WORK (TYP); (SEE SHEET G-102)

CONSTRUCTION LIMITS OF

WORK (TYP); (SEE SHEET G-102)

CONSTRUCTION LIMITS OF

NOTE 7 ON SHEET C-303)

GENERAL REPAIR

STONE APRON (SEE

PROTECT EXISTING

HIGH WATER (MHW) 10.1 FEET

APPROXIMATE LOCATION OF MEAN

DATA", THIS SHEET)

SEE "CONTROL LINE

CONTROL POINT (TYP);

NOTE 7 ON SHEET C-303)

GENERAL REPAIR

STONE APRON (SEE

PROTECT EXISTING

(SEE SHEET C-302)

MAJOR REPAIR AREA A4

GENERAL REPAIR NOTE 7 ON SHEET C-303)

PROTECT EXISTING STONE APRON (SEE

(SEE SHEET C-302)

MAJOR REPAIR AREA A3 (SEE SHEET C-302)

MAJOR REPAIR AREA A2

NOTE 5 ON SHEET C-303)

BOUNDARY (SEE MAJOR REPAIR AREA

CENTERLINE OF MAJOR REPAIR AREA

NOTE 5 ON SHEET C-303)

BOUNDARY (SEE MAJOR REPAIR AREA

CENTERLINE OF MAJOR REPAIR AREA

NOTE 5 ON SHEET C-303)

BOUNDARY (SEE MAJOR REPAIR AREA

CENTERLINE OF MAJOR REPAIR AREA

9 ON SHEET G-101

SEE GENERAL NOTE

CONTROL LINE (CL);

(APPROXIMATE LOCATION)

EXISTING TOP OF CREST

AREA NOTES ON SHEET C-303)

NOTES AND MAJOR REPAIR

G-101; AND GENERAL REPAIR

GENERAL NOTE 10 ON SHEET

MAJOR REPAIR AREA A2 (SEE

BASE LINE ELEVATION 13' (MLLW)BASE LINE ELEVATION 13' (MLLW)BASE LINE ELEVATION 13' (MLLW)

16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+00

CONTROL LINE STATIONING (16+00 TO 32+00)

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

AND MAJOR REPAIR AREA NOTES ON SHEET C-303)

ON SHEET G-101; AND GENERAL REPAIR NOTES

MAJOR REPAIR AREA A3 (SEE GENERAL NOTE 10

AND MAJOR REPAIR AREA NOTES ON SHEET C-303)

ON SHEET G-101; AND GENERAL REPAIR NOTES

MAJOR REPAIR AREA A4 (SEE GENERAL NOTE 10

M A

T C

H L

E C -1

G O

D F

R E

G O

D F

R E

M T

E S

A N

S I

C-102

E P

L A

N A

N D P

R O

S T

A T

O S

T A

M A

T C

H L

E C -1

M A

T C

H L

E C -1

M A

T C

H L

E C -1

PLYMOUTH BAY

PLYMOUTH LONG BEACH

B2 60' 120'0

PROFILE

HORIZ. SCALE: 1"=60'; VERT. SCALE: 1"=20'

20' 40'0

CONTROL LINE DATA

STATION NORTHING EASTING DESCRIPTION

CONTROL LINE DATA

STATION NORTHING EASTING DESCRIPTION

16+31.31

18+30.55

19+03.84

23+08.41

21+84.79

24+99.51

24+07.89

892058.17

892103.64

2808925.77

2808846.23

892518.90

892408.80

892368.59

892218.58

892153.282808760.03

2808655.06

2808417.52

2808356.25

2808190.18 POINT OF INTERSECTION (PI)

POINT OF INTERSECTION (PI)

25+59.78

28+57.39 891882.65

892026.30

2809237.59

2808976.93 POINT OF INTERSECTION (PI)

POINT OF INTERSECTION (PI)

30+62.20

29+30.63

31+87.44 891727.56

891783.69

891846.45

2809528.84

2809416.88

2809301.25 POINT OF INTERSECTION (PI)

POINT OF INTERSECTION (PI)

C2 60' 120'0

SITE PLAN

SCALE: 1"=60'

A U

G U

S T

M T

E S

R S

NOTE 5 ON SHEET C-303)

BOUNDARY (SEE MAJOR REPAIR AREA

CENTERLINE OF MAJOR REPAIR AREA

NOTE 5 ON SHEET C-303)

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D R

A W

G C

O D

S C

A L E

S H

E E

P A

S T

O S

T O

N E D

P L

Y M

O U

T H L

O N

G B

E A

C H

P L

Y M

O U

T H

M A

S S

A C

H U

S E

T T S

P L

Y -5

W J -1

-B -0

RYDER WAY(GRAVEL ROAD)

RYDER WAY (GRAVEL ROAD)

OF PROPERTY LINE (TYP)

APPROXIMATE LOCATION

OF PROPERTY LINE (TYP)

APPROXIMATE LOCATION

STONE APRON

EXISTING LANDWARD

STONE APRON

EXISTING SEAWARD

EXISTING STONE DIKE

ALONG EDGE OF GRAVEL ROAD

EXISTING STONE/BOULDER BARRIER

WORK (TYP); (SEE SHEET G-102)

CONSTRUCTION LIMITS OF

WORK (TYP); (SEE SHEET G-102)

CONSTRUCTION LIMITS OF

WORK (TYP); (SEE SHEET G-102)

CONSTRUCTION LIMITS OF

WORK (TYP); (SEE SHEET G-102)

CONSTRUCTION LIMITS OF

HIGH WATER (MHW) 10.1 FEET

APPROXIMATE LOCATION OF MEAN

DATA", THIS SHEET)

SEE "CONTROL LINE

CONTROL POINT (TYP);

GENERAL REPAIR NOTE 7 ON SHEET C-303)

PROTECT EXISTING STONE APRON (SEE

(SEE SHEET C-303)

MAJOR REPAIR AREA A5

NOTE 5 ON SHEET C-303)

BOUNDARY (SEE MAJOR REPAIR AREA

CENTERLINE OF MAJOR REPAIR AREA

(SEE NOTE 4 ON SHEET G-102)

RESTRICTED AREA; NO ACCESS

9 ON SHEET G-101

SEE GENERAL NOTE

CONTROL LINE (CL);

(APPROXIMATE LOCATION)

EXISTING TOP OF CREST

BASE LINE ELEVATION 13' (MLLW)

32+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+00

CONTROL LINE STATIONING (32+00 TO 48+00)

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

AND MAJOR REPAIR AREA NOTES ON SHEET C-303)

ON SHEET G-101, AND GENERAL REPAIR NOTES

MAJOR REPAIR AREA A5 (SEE GENERAL NOTE 10

C2 60' 120'0

SITE PLAN

SCALE: 1"=60'

M A

T C

H L

E C -1

M A

T C

H L

E C -1

PLYMOUTH LONG BEACH

PLYMOUTH BAY

G O

D F

R E

G O

D F

R E

M T

E S

A N

S I

C-103

E P

L A

N A

N D P

R O

S T

A T

O S

T A

B2 60' 120'0

PROFILE

HORIZ. SCALE: 1"=60'; VERT. SCALE: 1"=20'

20' 40'0

CONTROL POINT DATA

STATION NORTHING EASTING DESCRIPTION

CONTROL POINT DATA

STATION NORTHING EASTING DESCRIPTION

33+38.27

34+48.46

35+84.09

31+87.44

40+01.80

37+24.84

40+26.92

891532.22

891464.25

891340.28

891329.582810267.62

2810244.90

2809997.22

2809873.97

2809757.62

891727.56

891656.06

891601.92

2809661.65

2809528.84 POINT OF INTERSECTION (PI)

POINT OF INTERSECTION (PI)

40+71.22

41+74.85

891306.02

891249.152810391.77

2810305.13 POINT OF INTERSECTION (PI)

POINT OF INTERSECTION (PI)

POINT OF ENDING (POE)

42+16.80

42+83.30

44+18.40

48+00.00

44+36.09

891227.58

891189.80

891116.70

891107.78

890913.762810919.23

2810611.37

2810596.08

2810482.47

2810427.74 POINT OF INTERSECTION (PI)

POINT OF INTERSECTION (PI)

E=891000

A U

G U

S T

M T

E S

R S

NOTE 5 ON SHEET C-303)

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D R

A W

G C

O D

S C

A L E

S H

E E

P A

S T

O S

T O

N E D

P L

Y M

O U

T H L

O N

G B

E A

C H

P L

Y M

O U

T H

M A

S S

A C

H U

S E

T T S

P L

Y -5

W J -1

-B -0

BASE LINE ELEV.

13.0' (MLLW)

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

3020100-10-20-30

STATION 12+78

MLW (EL. 0.34' MLLW)

3020100-10-20-30

STATION 12+80

MLW (EL. 0.34' MLLW)

E L E

V A

N F

E E

M L L

3020100-10-20-30

STATION 13+00

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

STATION 13+02

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

MAJOR REPAIR AREA A1

(TYPICAL REPAIR AREAS BETWEEN STATIONS 12+70 AND 13+92)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

STATION 13+46STATION 13+42STATION 13+40STATION 13+32

STATION 13+90STATION 13+88STATION 13+86STATION 13+78

MHW (EL. 10.1' MLLW) MHW (EL. 10.1' MLLW) MHW (EL. 10.1' MLLW) MHW (EL. 10.1' MLLW)

MHW (EL. 10.1' MLLW)MHW (EL. 10.1' MLLW)MHW (EL. 10.1' MLLW)MHW (EL. 10.1' MLLW)

PLYMOUTH BAY (SEAWARD SIDE) LONG BEACH (LANDWARD SIDE) PLYMOUTH BAY (SEAWARD SIDE) LONG BEACH (LANDWARD SIDE) PLYMOUTH BAY (SEAWARD SIDE) LONG BEACH (LANDWARD SIDE) PLYMOUTH BAY (SEAWARD SIDE) LONG BEACH (LANDWARD SIDE)

HORIZ. SCALE: 1"=10'; VERT. SCALE: 1"=5' 10' 20'0

5' 10'0

G O

D F

R E

G O

D F

R E

M T

E S

A N

S I

C-301

C R

O S

S -S

E C

N S

CONTRACT SPECIFICATIONS AND AS SPECIFIED UNDER THE "MAJOR REPAIR AREA NOTES" ON SHEET C-303.

SHOWN AND REBUILD THE STONE DIKE (TOP CREST AND SIDE SLOPES) IN ACCORDANCE WITH THE

REMOVE EXISTING ARMOR STONES FROM STATIONS 12+70 TO 13+92 DOWN TO BASE LINE ELEVATION

NOTE FOR MAJOR REPAIR AREA A1:

CROSS-SECTIONS

A U

G U

S T

M T

E S

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D R

A W

G C

O D

S C

A L E

S H

E E

P A

S T

O S

T O

N E D

P L

Y M

O U

T H L

O N

G B

E A

C H

P L

Y M

O U

T H

M A

S S

A C

H U

S E

T T S

P L

Y -5

W J -1

-B -0

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

EXISTING STONE APRON

(SEE GENERAL REPAIR

NOTE 7 ON SHEET C-303)

EXISTING STONE APRON

(SEE GENERAL REPAIR

NOTE 7 ON SHEET C-303)

EXISTING STONE APRON

(SEE GENERAL REPAIR

NOTE 7 ON SHEET C-303)

EXISTING STONE APRON

(SEE GENERAL REPAIR

NOTE 7 ON SHEET C-303)

EXISTING STONE APRON

(SEE GENERAL REPAIR

NOTE 7 ON SHEET C-303)

EXISTING STONE APRON

(SEE GENERAL REPAIR

NOTE 7 ON SHEET C-303)

EXISTING STONE APRON

(SEE GENERAL REPAIR

NOTE 7 ON SHEET C-303)

EXISTING STONE APRON

(SEE GENERAL REPAIR

NOTE 7 ON SHEET C-303)

EXISTING STONE

APRON (SEE GEN-

ERAL REPAIR NOTE

7 ON SHEET C-303)

EXISTING STONE

APRON (SEE GEN-

ERAL REPAIR NOTE

7 ON SHEET C-303)

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

STATION 17+62 STATION 17+70 STATION 17+72 STATION 17+74

STATION 19+04 STATION 19+06 STATION 19+14 STATION 19+16

STATION 25+26 STATION 25+28 STATION 25+34 STATION 25+54

MAJOR REPAIR AREA A2

(TYPICAL REPAIR AREAS BETWEEN STATIONS 17+50 AND 17+90)

MAJOR REPAIR AREA A3

(TYPICAL REPAIR AREAS BETWEEN STATIONS 18+90 AND 19+20)

MAJOR REPAIR AREA A4

(TYPICAL REPAIR AREAS BETWEEN STATIONS 25+10 AND 25+70)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

MHW (EL. 10.1' MLLW)

MHW (EL. 10.1' MLLW) MHW (EL. 10.1' MLLW)

MHW (EL. 10.1' MLLW) MHW (EL. 10.1' MLLW) MHW (EL. 10.1' MLLW)

MHW (EL. 10.1' MLLW) MHW (EL. 10.1' MLLW) MHW (EL. 10.1' MLLW) MHW (EL. 10.1' MLLW)

MHW (EL. 10.1' MLLW) MHW (EL. 10.1' MLLW)

G O

D F

R E

G O

D F

R E

M T

E S

A N

S I

C-302

C R

O S

S -S

E C

N S

CROSS-SECTIONS

HORIZ. SCALE: 1"=10'; VERT. SCALE: 1"=5' 10' 20'0

5' 10'0

CONTRACT DOCUMENTS AND AS SPECIFIED UNDER THE "MAJOR REPAIR AREA NOTES" ON SHEET C-303.

SHOWN AND REBUILD THE STONE DIKE (TOP CREST AND SIDE SLOPES) IN ACCORDANCE WITH THE

REMOVE EXISTING ARMOR STONES FROM STATIONS 17+50 TO 17+90 DOWN TO BASE LINE ELEVATION

NOTE FOR MAJOR REPAIR AREA A2:

CONTRACT DOCUMENTS AND AS SPECIFIED UNDER THE "MAJOR REPAIR AREA NOTES" ON SHEET C-303.

SHOWN AND REBUILD THE STONE DIKE (TOP CREST AND SIDE SLOPES) IN ACCORDANCE WITH THE

REMOVE EXISTING ARMOR STONES FROM STATIONS 18+90 TO 19+20 DOWN TO BASE LINE ELEVATION

NOTE FOR MAJOR REPAIR AREA A3:

CONTRACT DOCUMENTS AND AS SPECIFIED UNDER THE "MAJOR REPAIR AREA NOTES" ON SHEET C-303.

SHOWN AND REBUILD THE STONE DIKE (TOP CREST AND SIDE SLOPES) IN ACCORDANCE WITH THE

REMOVE EXISTING ARMOR STONES FROM STATIONS 25+10 TO 25+70 DOWN TO BASE LINE ELEVATION

NOTE FOR MAJOR REPAIR AREA A4:

A U

G U

S T

M T

E S

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D R

A W

G C

O D

S C

A L E

S H

E E

P A

S T

O S

T O

N E D

P L

Y M

O U

T H L

O N

G B

E A

C H

P L

Y M

O U

T H

M A

S S

A C

H U

S E

T T S

P L

Y -5

W J -1

-B -0

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

CREST WIDTH AND ELEVATION

(SEE MAJOR REPAIR AREA

NOTE 3 ON C-303)

C-303); (TYP BOTH SIDES)

REPAIR AREA NOTE 3 ON

SIDE SLOPE (SEE MAJOR

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

NOTE 2 ON C-303)

(SEE MAJOR REPAIR AREA

TO BASE LINE ELEVATION

REMOVE EXISTING STONES

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

ON C-303)

MAJOR REPAIR AREA NOTES

GENERAL REPAIR NOTES AND

REBUILD STONE DIKE (SEE

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

STONE APRON

EXISTING

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

NOTE 7 ON SHEET C-303)

(SEE GENERAL REPAIR

EXISTING STONE APRON

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

3020100-10-20-30

MLW (EL. 0.34' MLLW)

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

E L E

V A

N F

E E

M L L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

C O

N T

R O

L L

C L

STATION 34+16 STATION 34+24 STATION 34+26 STATION 34+28

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

BASE LINE ELEV.

13.0' (MLLW)

MAJOR REPAIR AREA A5

(TYPICAL REPAIR AREAS BETWEEN STATIONS 34+10 AND 34+40)

MHW (EL. 10.1' MLLW) MHW (EL. 10.1' MLLW) MHW (EL. 10.1' MLLW) MHW (EL. 10.1' MLLW)

HORIZ. SCALE: 1"=10'; VERT. SCALE: 1"=5' 10' 20'0

5' 10'0

CROSS-SECTIONS AND NOTES

G O

D F

R E

G O

D F

R E

M T

E S

A N

S I

C-303

C R

O S

S -S

E C

N S A

N D N

O T

E S

CONTRACT DRAWINGS AND SPECIFICATIONS.

SHOWN AND REBUILD THE STONE DIKE (TOP CREST AND SIDE SLOPES) IN ACCORDANCE WITH THE

REMOVE EXISTING ARMOR STONES FROM STATIONS 34+10 TO 34+40 DOWN TO BASE LINE ELEVATION

NOTE FOR MAJOR REPAIR AREA A5:

A U

G U

S T

M T

E S

R S

DIKE. EXISTING STONES SMALLER THAN 3 TONS SHALL BE USED FOR REBUILDING THE INTERIOR OF THE STONE DIKE.

11. FOR ALL MAJOR AND MINOR REPAIRS, EXISTING STONES SMALLER THAN 3 TONS SHALL NOT BE PLACED ALONG THE OUTSIDE FACE (CREST OR SIDE SLOPES) OF THE STONE

10. AS-BUILT SECTIONS ARE REQUIRED WITH PAY REQUESTS IN ACCORDANCE WITH SPECIFICATION SECTION 35 31 19 (STONE DIKE REPAIRS), PARAGRAPH TITLED "SUBMITTALS."

9. REFER TO SPECIFICATION SECTION 01 11 00 (SUMMARY OF WORK) FOR WORK RESTRICTIONS AND SEQUENCING REQUIREMENTS.

ADDITIONAL COST TO THE GOVERNMENT.

8. PREVIOUSLY ACCEPTED AREAS WHICH ARE SUBSEQUENTLY DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO

SHALL BE PUT BACK IN PLACE AS WERE FOUND PRIOR TO THE START OF CONSTRUCTION.

EACH MAJOR OR MINOR REPAIR AREA AS NEEDED FOR EASE IN PREPARING THE STABLE PROTECTIVE LAYER/PLATFORM. ALL RELOCATED EXISTING 250-2000 POUND STONES

STONES; CONSTRUCTION RIG MATS MAY ALSO BE UTILIZED IN LIEU OF THE GRAVEL BASE. THE CONTRACTOR MAY RELOCATE THE EXISTING 250-2000 POUND APRON STONES AT

ON TOP OF THE STONE APRON TO ALLOW FOR ACCESS TO MAJOR AND MINOR REPAIR AREAS, CONSTRUCTION EQUIPMENT ACCESS/STAGING, AND FOR STOCKPILING OF ARMOR

7. TO PREVENT DAMAGE TO THE EXISTING LANDWARD STONE APRON THE CONTRACTOR SHALL UTILIZE GRAVEL TO BUILD A 6 INCH THICK STABLE PROTECTIVE LAYER/PLATFORM

STAGING AND ACCESS TO COMPLETE THE REPAIRS.

6. FOR ALL MAJOR AND MINOR REPAIRS, THE EXISTING STONE APRON ON THE LANDWARD SIDE ADJACENT TO EACH REPAIR AREA SHALL BE USED AS CONSTRUCTION EQUIPMENT

NOT EXCEED 12 INCHES UNLESS APPROVED BY THE COR.

REPAIR AREAS. INTERLOCKING SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 35 31 19 (STONE DIKE REPAIRS). VOID SPACE DIMENSIONS BETWEEN STONES SHALL

REWORKED STONES WITHIN A REPAIR AREA SHALL BE MOVED OR READJUSTED AS NECESSARY TO PROVIDE FOR MAXIMUM INTERLOCKING BETWEEN THE REPAIR AND NON-

5. UNLESS OTHERWISE NOTED, ALL EXISTING STONES OUTSIDE OF A MAJOR AND MINOR REPAIR AREA THAT INTERFACE WITH NEW ARMOR STONES OR EXISTING REBUILT AND

EXTENSIVE REWORK WITHIN NON-REPAIR AREAS FOR TRANSITION WILL BE REQUIRED AS PART OF THE CONTRACT.

SHALL BE ADJUSTED UP TO TWO ARMOR STONE DIAMETERS AWAY FROM REPAIRS IN ORDER TO PROVIDE A SMOOTH TRANSITION BETWEEN REPAIR AND NON-REPAIR AREAS.

4. MAJOR AND MINOR REPAIR AREAS ALONG THE EXISTING STONE DIKE SHALL BLEND SMOOTHLY WITH ADJACENT NON-REPAIR AREAS. STONES WITHIN THE NON-REPAIR AREAS

RUCTION EQUIPMENT AS REQUIRED UNDER THIS NOTE TO PERFORM THE WORK WHILE STAGED ALONG THE EXISTING STONE APRON ON THE LANDWARD SIDE.

GRAPPLE. TO COMPLETE MAJOR AND MINOR REPAIR WORK ALONG THE SEAWARD SIDE SLOPES OF THE EXISTING STONE DIKE, THE CONTRACTOR SHALL UTILIZE THE CONST-

OF 20 FEET, THE CONSTRUCTION EQUIPMENT SHALL BE CAPABLE OF LIFTING UP TO 10 TONS. CONSTRUCTION EQUIPMENT SHALL ALSO HAVE A 360 DEGREE ROTATING STONE

OUT BEYOND THE EXISTING CREST ON THE SEAWARD SIDE OF THE EXISTING STONE DIKE A MINIMUM HORIZONTAL DISTANCE OF AT LEAST 20 FEET. AT THE REACH DISTANCE

3. CONSTRUCTION EQUIPMENT (EXCAVATORS AND/OR OTHER LIKE EQUIPMENT) USED TO COMPLETE ALL MAJOR AND MINOR REPAIR WORK SHALL BE CAPABLE OF REACHING

ALONG THE TOP CREST OR ON THE SEAWARD SIDE OF THE EXISTING STONE DIKE.

2. ALL MAJOR AND MINOR REPAIR WORK SHALL BE CONDUCTED FROM THE LANDWARD (WEST) SIDE OF THE EXISTING STONE DIKE. EQUIPMENT WILL NOT BE ALLOWED ON OR

THE CONTRACTOR SHALL REFRESH PAINT MARKS AS NEEDED AND/OR IF REQUESTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

100 FOOT STATIONS AT EACH MAJOR AND MINOR REPAIR AREA. THE STATIONING SHOWN SHALL EXTEND A MINIMUM OF 200 FEET BEYOND THE ENDS OF EACH REPAIR AREA.

1. PRIOR TO THE START OF ANY REPAIR WORK (MAJOR OR MINOR), THE CONTRACTOR SHALL MARK THE TOP OF THE EXISTING STONE DIKE USING ORANGE PAINT TO SHOW

GENERAL REPAIR NOTES:

5. AT EACH MINOR REPAIR AREA WHERE THERE IS NOT ENOUGH EXISTING STONES TO FILL VOIDS, USE NEW 3 TO 5 TON ARMOR STONES AS NEEDED.

LOCKING OF THE REPAIR AREA.

SET NEW ARMOR STONES AND RESET EXISTING STONES WHERE NEEDED TO OBTAIN THE SPECIFIED CREST ELEVATION AND SLOPES, THE REQUIRED PLACEMENT, AND INTER-

4. REPAIR OF THE EXISTING STONE DIKE AT EACH MINOR REPAIR AREA SHALL REQUIRE REMOVAL, SHIFTING, RE-SHIFTING, AND EXTENSIVE MANIPULATION OF EXISTING STONES TO

BE SET TO MATCH ADJACENT EXISTING CREST ELEVATION AND SIDE SLOPES.

WARD), MOVE AND RESET THE EXISTING STONES TO OBTAIN THE PLACEMENT AND INTERLOCKING OF STONES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. STONES SHALL

3. AT EACH MINOR REPAIR AREA WHERE THE EXISTING STONES ARE IN PLACE BUT HAVE SHIFTED OR BECOME DISLODGED FROM THE CREST OR SIDE SLOPES (LANDWARD OR SEA-

ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SET TO MATCH ADJACENT EXISTING CREST ELEVATION AND SIDE SLOPES.

RETRIEVE AND RESET THE EXISTING STONES TO FILL VOIDS AT THE CREST OR SIDE SLOPES (LANDWARD AND/OR SEAWARD). STONES SHALL BE PLACED AND INTERLOCKED IN

2. AT EACH SELECTED MINOR REPAIR AREA WHERE AN EXISTING STONE HAS (OR STONES HAVE) BEEN DISPLACED FROM THE CREST OR SIDE SLOPES (LANDWARD OR SEAWARD), MINOR REPAIR AREA . THE LENGTH OF EACH MINOR REPAIR AREA RANGES FROM 20 TO 30 FEET.

WITHIN 10 DAYS FROM THE DATE OF THE NOTICE TO PROCEED (NTP), THE CONTRACTOR SHALL SCHEDULE WITH THE COR A PRE-CONSTRUCTION SITE VISIT TO SELECT EACH

1. THE ACTUAL LOCATION FOR EACH MINOR REPAIR AREA WILL BE FIELD DETERMINED BETWEEN THE CONTRACTOR AND THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

MINOR REPAIR AREA NOTES:

COULD BE FROM 0- to 40-FEET IN EITHER DIRECTION ALONG THE CONTROL LINE.

SHIFTED CENTERLINE. ALTHOUGH THE END STATIONS HAVE CHANGED, THE DISTANCE BETWEEN THE NEW END STATIONS SHALL REMAIN THE SAME. THE SHIFT OF THE CENTERLINE

TO END STATIONS THAT MARK THE ENDS OF EACH MAJOR REPAIR AREA BOUNDARY (SEE MAJOR REPAIR AREA NOTE 2) SHALL BE ADJUSTED TO MEET THE NEW LOCATION OF THE

LINE IN EITHER DIRECTION ALONG THE CONTROL LINE AS NEEDED TO MATCH THE ACTUAL CENTER OF THE MAJOR REPAIR AREA AS IT EXISTS IN THE FIELD. THE NOTED FROM AND

5. THE LOCATION OF THE CENTERLINE OF THE MAJOR REPAIR AREA BOUNDARY AS SHOWN ON THE DRAWINGS IS APPROXIMATE ONLY. THE CONTRACTOR SHALL SHIFT THE CENTER-

LOCKING OF THE REPAIR AREA.

STONES TO SET NEW ARMOR STONES AND RESET EXISTING STONES AS NEEDED TO OBTAIN THE SPECIFIED CREST ELEVATION AND SLOPES, THE REQUIREPLACEMENT, AND INTER-

4. REPAIRING AND REBUILDING OF THE STONE DIKE AT EACH MAJOR REPAIR AREA WILL REQUIRE REMOVAL, REWORKING, RESETTING, AND EXTENSIVE MANIPULATION OF EXISTING

ARMOR STONES AS NEEDED TO FILL REMAINING VOID SPACES WHERE NEEDED IF EXISTING ARMOR STONES DO NOT COMPLETE REPAIR WORK AT REPAIR AREA.

JUNCTION BETWEEN THE REPAIR AND NON-REPAIR AREAS TO PROVIDE FOR A SMOOTH TRANSITION WITHIN TWO STONE DIAMETERS OF THE LIMIT OF REPAIR. USE NEW 3 TO 5 TON

1.5H:1V. WHERE EXISTING SIDE SLOPES OF ADJACENT NON-REPAIR AREAS DIFFER FROM 1.5H:1V, ADJUST THE SIDE SLOPES OF BOTH THE REPAIR AND NON-REPAIR AREAS AT THE

CREST WIDTH AND ELEVATION OF THE ADJACENT NON-REPAIR AREAS. SIDE SLOPES ON BOTH THE LANDWARD AND SEAWARD SIDES OF THE NEWLY REBUILT STONE DIKE SHALL BE

BE RETRIEVED FOR REUSE UNLESS APPROVED BY THE COR. THE CREST WIDTH AND ELEVATION OF THE NEWLY REBUILT SECTIONS OF THE STONE DIKE SHALL MATCH THE EXISTING

AND USED IN THE REBUILDING OF THE STONE DIKE. DISPLACED EXISTING STONES LOCATED ON THE SEAWARD SIDE THAT ARE ENTIRELY BELOW ELEVATION 10' (MLLW) SHALL NOT

DISPLACED AND RELOCATED TO THE LANDWARD SIDE STONE APRON EITHER IN FRONT OF THE REPAIR AREA OR IN AN ADJACENT NON-REPAIR AREA SHALL ALSO BE RETRIEVED

WARD OR SEAWARD SIDE) OF AN ADJACENT NON-REPAIR AREA SHALL BE RETRIEVED AND USED IN THE REBUILDING OF THE REPAIR AREA. EXISTING STONES THAT HAVE BEEN

AREA AS NOTED UNDER MAJOR REPAIR AREA NOTE 2. EXISTING STONES THAT HAVE BEEN DISPLACED AND ARE SITTING ON THE CREST AND/OR ON THE SIDE SLOPES (LANDWARD

3. AT EACH MAJOR REPAIR AREA REBUILD THE STONE DIKE TO WITHIN ALLOWED CONSTRUCTION TOLERANCES USING ALL EXISTING ARMOR STONES REMOVED FROM THE REPAIR

EXISTING STONE SHALL BE REMOVED.

BASE LINE ELEVATION, THE EXISTING STONE MAY REMAIN IN PLACE. FOR EXISTING STONES WHERE MORE THAN 1/3 OF THE STONE SIZE IS ABOVE THE BASE LINE ELEVATION, THE

RESETTING OF ADDITIONAL STONES BELOW THE NOTED BASE LINE ELEVATION MAY BE REQUIRED. FOR EXISTING STONES WHERE 1/3 (OR LESS) OF THE STONE SIZE IS ABOVE THE

TOLERANCES. IN ORDER TO PROPERLY INTERLOCK THE REBUILT STONES WITH EXISTING ARMOR STONES AT THE BASE LINE ELEVATION, THE ADJUSTMENT AND/OR REMOVAL AND

NOTED END STATION (SEE MAJOR REPAIR AREA NOTE 5) DOWN TO THE DESIGNATED BASE LINE ELEVATION AND PROVIDE A STABLE BASE TO WITHIN THE ALLOWED CONSTRUCTION

2. AT EACH DESIGNATED MAJOR REPAIR AREA BOUNDARY REMOVE ALL EXISTING STONES, TO INCLUDE CREST, SIDE SLOPES, AND INTERIOR STONES, FROM NOTED END STATION TO

OF SIGNIFICANT DAMAGE ALONG THE EXISTING STONE DIKE THAT ARE OUTSIDE OF THE MAJOR REPAIR AREAS SHOWN ON THE CONTRACT DRAWINGS.

1. PRIOR TO THE START OF ANY MAJOR REPAIR WORK, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) IF THERE ARE ANY OTHER AREAS

MAJOR REPAIR AREA NOTES:

PLY-507_G-001

PLY-507_G-101

PLY-507_G-102

PLY-507_C-101

PLY-507_C-102

PLY-507_C-103

PLY-507_C-301

PLY-507_C-302

PLY-507_C-303

File details come from the government source that posted it. Updated Nov 14, 2017.