GC-101-108 401 501.pdf

PDF 22 MB Posted Dec 10, 2024

Attached to: SPRING CREEK NORTH ECOSYSTEM RESTORATION PROJECT – BROOKLYN & QUEENS, NEW YORK
Solicitation number: W912DS24B0015
Issued by: Department of the Army Corps of Engineers Engineering District New York

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Wx Wx Wx Wx Wx Wx Wx Wx

Wx Wx Wx Wx Wx Wx Wx

W x Wx Wx

W x

WATER MAIN (TYP.)

ATER M

AIN (TYP.)

ATER M

AIN (TYP.)

WATER MAIN (TYP.)

ATER

AIN

(TYP.)

ATER

AIN

(TYP.)

WATER MAIN (TYP.)

WATER MH

Wx Wx Wx

W x

WALLS

WALL

PIPES

WALL

PIPES

X X

X X X

X X

X X X X X X X X

X X

XXXXXX

X X

XXX

X X

X X X X X X X

XXXXXXXXXXXXXXXXXXXXX

X X

SSx SSx SSx SSx SSx SSx SSx SSx SSx

TEL MH

SEWER MH

SSx

STEEL FACED CURB

FLATLANDS AVENUE

UNTAIN AVENUE

C R

ESC

STR

EET

FLATLANDS AVENUE

Gx Gx Gx Gx

Gx Gx Gx Gx Gx Gx GxGx Gx Gx Gx Gx Gx Gx

GAS MAIN (TYP.)

G x

6" G

AS M

AIN

G x

GxGx

G x

G xGx

Gx Gx Gx Gx

M N

AVEN

(STR

EET

SED

GAS MAIN (TYP.) GAS MAIN (TYP.)

W x

ASPHALT PARKING LOT

CONCRETE SIDEWALKCONCRETE SIDEWALK

CONCRETE SIDEWALK

NCRETE SIDEW

ALK

ASPHALT PARKING LOT

ASPHALT

ASPH

ALT

ASPH

ALT

ASPHALT

NC M

EDIAN

NC M

EDIAN

NC M

EDIAN

O HTx

OHTxO HTx

O H

O HTx

O H

O HTx

VER

EAD

VERHEAD W

IRES

VERHEAD W

IRES

OVE

RHEA

D W

VERHEAD W

IRES

VERHEAD W

IRES

VERHEAD W

IRES

VANDALIA

AVENUE

O H

OHTx

O HTx

O H

Tx O

H Tx

O HTx

14.2

11.4

8.9 8.3

8.5

8.3

8.9

8.4

7.8

7.7

13.5

12.9

10.9

11.5

13.4

18.6

18.3

18.8

8.8

9.1

13.1 13.6

9.9

3.8

9.7

18.7

9.6

10.6

11.7

18.5

10.2

12.5

12.6

11.3 26.5

12.2

12.5

11.7 12.8 11.712.8

12.6

10.9

9.9

9.7

11.7

11.5

10.5

9.7

8.4

14.2

9.1

8.9

SSx SSx

SSx

SSx SS x

SSx SSx

SSx

SSx SSx SSx SSx

SSx

SSx SSx SSx SSx

SSx

9 11 12

14 16

1617 1819

SSx

16" HDPE

12 13 14

TEMPORARY UTILITY

CROSSING (TYP.)

PROJECT AREA (TYP.)

ACCESS ROAD (TYP.)

GC-501

STABILIZED

CONSTRUCTION

ACCESS (TYP.)

GC-503

GC-501

TEMPORARY INLET PROTECTION (TYP.)

GC-501

32" COMPOST

FILTER SOCK (TYP.)

GC-501

EARTH DIKE (TYP.)

STAGING/STOCKPILE AREA (TYP.) 1

GC-502

GC-501

TEMPORARY INLET

PROTECTION (TYP.)

32" COMPOST FILTER SOCK TO

BE INSTALLED FOLLOWING FILL

PLACEMENT AND REMOVED AS

NECESSARY FOR ACCESS

32" COMPOST FILTER SOCK TO

BE INSTALLED FOLLOWING FILL

PLACEMENT AND REMOVED AS

NECESSARY FOR ACCESS

LIMIT OF DISTURBANCE (TYP.)

GC-501

12" COMPOST

FILTER SOCK (TYP.)

SOIL SCREENING LOCATION A (TYP.)

SOIL SCREENING LOCATION B (TYP.)

SOIL EROSION AND SEDIMENT CONTROL LEGEND

12" COMPOST FILTER SOCK

PROJECT AREA

ACCESS ROAD

STAGING/STOCKPILE AREA

TEMPORARY FENCE

TREE PROTECTION FENCE

MULTIPLE COIR LOGS

STABILIZATION

STABILIZED CONSTRUCTION

ACCESS

TEMPORARY WATERWAY

CROSSING

CHANNEL ACCESS RAMP

CHANNEL BLOCK

TIDAL WATER CONTROL ROCK

FILTER

TIDAL WATER CONTROL

SUPER SAND BAG BARRIER

EARTH DIKE

TEMPORARY INLET

PROTECTION

SINGLE COIR LOG

STABILIZATION

MUDFLAT SHORELINE

STABILIZATION

IN-CHANNEL ACCESS ROAD

TEMPORARY UTILITY

CROSSING

TREE TO BE REMOVED

TIDAL WETLAND 50 FT

BUFFER

CHANNEL ACCESS RAMP

REPAIR

COMPOST FILTER SOCK

POST FILL PLACEMENT

SILT FENCESF

SOIL RESTORATION

LIMIT OF DISTURBANCE

SOIL SCREENING OPERATION

ANCHORED STABILIZATION

MATTING

32" COMPOST FILTER SOCK

NOTES:

1. MINOR REGRADING OF ACCESS ROADS MAY BE

NECESSARY. CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING GRADE AND DRAINAGE DURING

CONSTRUCTION. UPON COMPLETION, ESTABLISH FINAL

GRADE AND SEED ACCESS ROAD AS SHOWN IN LANDSCAPE

PLANS.

2. PLACE 12 INCHES OF HARDWOOD CHIPS AND MATTING TO

PROTECT ROOTS OF TREES ADJACENT TO ACCESS ROADS.

3. SEE CD-SERIES FOR TREE REMOVAL DETAILS.

4. SILT FENCE IS BE PLACED ALONG THE LIMITS OF

EXCAVATION AS A SEDIMENT CONTROL MEASURE AND

TURTLE EXCLUSION FENCE. THE SILT FENCE SHALL NOT

ENCROACH ON EXISTING TIDAL MARSH.

6. TOTAL SOIL RESTORATION AREA IS 47,314 SF.

7. SEE V-SERIES AND CG-SERIES FOR EXISTING AND

PROPOSED CONDITIONS SYMBOLOGY.

GC-101

E R

O N

C O

O L

U T

N H

GRAPHIC SCALE

1" = 40'-0"

( IN FEET )

MATCHLINE SHEET GC-104

C H

G C

-1

1 2 3

4 5 6

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Y O

R K, N Y

O R

K D

Y O

R K

O R

K C

Y, N

Y O

R K

O U

G H

S O

O O

N S

P R

C T

C R

N O

100% SUBMISSION

2D S-

-X

2D S-

-B

-0

0% D

N S

O N

D M

/0 6/

/0 1/

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWATER MAIN (TYP.) WATER MAIN (TYP.) WATER MAIN (TYP.)

ATER

AIN

(TYP.)

R O

ALL

PIPES

ROCKS

PIPES

X X

X X X X X X X X

X X

XXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXX

X X

X X X X

AVEN

STR

EET

ELD

LAN

G R

AVEN

FLATLANDS AVENUE

Gx Gx GxGxGxGx

FOSFOS

Gx Gx

FOS FOS FOS FOS FOS FOS FOS FOS FOS FOS FOS FOSFUEL OIL LINES (TYP.)

EL O

IL LIN

ES (TYP.)

Gx Gx Gx Gx

Gx Gx Gx Gx Gx Gx Gx Gx GxGx Gx Gx Gx Gx

GAS MAIN (TYP.) GAS MAIN (TYP.)

GAS MAIN (TYP.)

FUEL OIL LINES (TYP.)

ROCKS

FLATLANDS AVENUE

WATER MAIN (TYP.)

CONCRETE SIDEWALK

ASPHALT PARKING LOT

ASPHALT

EOPEO

R O

O H

Tx O

H Tx

O H

Tx O

H Tx

O H

Tx O

H Tx

O H

VER

EAD

VER

EAD

VER

EAD

-5.50

-2.50

-2.70

-3.80

13.4 13.6

14.4

13.6 15.1

14.7

14.1

13.8

14.5

10.3

14.3

14.0

15.2

14.8 14.9

13.2

8.5

12.3

13.3

9.7

12.6

13.5

2.6

14.6

13.6

11.3

13.6

14.9

0.3

11.5

14.6

14.4 13.0

14.6

13.8

14.0

11.5

14.8

14.213.6

11.8

13.7

13.0

14.1

14.4

10.3

12.4

8.9

8.4

8.7

17.9

8.3

14.7

7.5

4.4

13.3

11.5

15.7

8.2

10.4

9.4

7.0

-0.5

2.2

13.6

13.3

15.3

13.9

17.6

8.0

21.8

15.6

17.6

21.2

16.4

15.3

14.8

11.3

22.6

16.8 13.8

11.8

11.2

13.2

13.9

23.624.5

16.8 14.116.5

11.8 12.0

18.7

8.5

8.9

8.8

3.8

15.5

17.5

11.5

14.4

12.9 13.9

11.7

12.5

11.4

16.4

11.7

17.2

16.6

24.9

24.1

25.9

13.5 12.4

23.8

20.8

14.8

13.321.1

21.2

21.7

11.1

13.8

13.6 17.3

14.7

16.6

12.3

9.5

12.5

17.3

14.6 15.9

14.6

5.2

4.7

5.3

13.6

2.5

13.8

26.6

13.9 16.6

14.2

14.9 13.9

12.6

14.9 12.6

15.0

20.3

10.9

15.8 17.0

13.2

18.8

11.2

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSxSSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

SSx SSx

SSx

SSx SSx

SSx

SSx SSx

SSx

SSx SSx

13 14

16 17 18 19

16 17 18

16 17

11 12

151520

MHW

M H

MHW

M H

MHW

MHWMHW

MHW

M H

W M

H W

M H

W M

H W

MHW

M H

W M

M H

MHW

MHW MHW

MHW

MHW MHW

MHW

MHW MHW

TEMPORARY WATERWAY CROSSING (TYP.)

GC-502

ANCHORED STABILIZATION MATTING (TYP.)

CUT SLOPE

3 FT H. X 1 FT V.

SEWER EASEMENT CROSSING WILL BE

RESTRICTED TO MOWERS AND/OR OTHER

LIGHT DUTY EQUIPMENT. A TEMPORARY

UTILITY CROSSING (DETAIL 8, GC-502) SHALL

BE INSTALLED IF HEAVY EQUIPMENT MUST

CROSS OVER THE SEWER EASEMENT.

STAGING/STOCKPILE AREA (TYP.)

PROJECT AREA (TYP.)

ACCESS ROAD (TYP.)

GC-501

STABILIZED CONSTRUCTION

ACCESS (TYP.)

GC-501

12" COMPOST FILTER SOCK (TYP.)

GC-502

GC-503

GC-502

TREE PROTECTION

FENCE (TYP.)

TREE TO BE REMOVED (TYP.)

TEMPORARY GATE (TYP.)

32" COMPOST FILTER SOCK TO

BE INSTALLED FOLLOWING FILL

PLACEMENT AND REMOVED AS

32" COMPOST FILTER SOCK TO

BE INSTALLED FOLLOWING FILL

PLACEMENT AND REMOVED AS

NECESSARY FOR ACCESS

32" COMPOST FILTER SOCK

TO BE INSTALLED

FOLLOWING FILL

PLACEMENT AND REMOVED

AS NECESSARY FOR

ACCESS

SOIL RESTORATION APPLIED TO

TEMPORARY ACCESS ROADS OUTSIDE

WETLAND CONVERSION AREAS (TYP).

TIDAL WETLAND 50 FT

BUFFER (TYP.)

LIMIT OF DISTURBANCE (TYP.)

GC-501

32" COMPOST

FILTER SOCK (TYP.)

SOIL SCREENING LOCATION B (TYP.)

SOIL SCREENING LOCATION C (TYP.)

SOIL EROSION AND SEDIMENT CONTROL LEGEND

12" COMPOST FILTER SOCK

PROJECT AREA

ACCESS ROAD

STAGING/STOCKPILE AREA

TEMPORARY FENCE

TREE PROTECTION FENCE

MULTIPLE COIR LOGS

STABILIZATION

STABILIZED CONSTRUCTION

ACCESS

TEMPORARY WATERWAY

CROSSING

CHANNEL ACCESS RAMP

CHANNEL BLOCK

TIDAL WATER CONTROL ROCK

FILTER

TIDAL WATER CONTROL

SUPER SAND BAG BARRIER

EARTH DIKE

TEMPORARY INLET

PROTECTION

SINGLE COIR LOG

STABILIZATION

MUDFLAT SHORELINE

STABILIZATION

IN-CHANNEL ACCESS ROAD

TEMPORARY UTILITY

CROSSING

TREE TO BE REMOVED

TIDAL WETLAND 50 FT

BUFFER

CHANNEL ACCESS RAMP

REPAIR

COMPOST FILTER SOCK

POST FILL PLACEMENT

SILT FENCESF

SOIL RESTORATION

LIMIT OF DISTURBANCE

SOIL SCREENING OPERATION

ANCHORED STABILIZATION

MATTING

32" COMPOST FILTER SOCK

NOTES:

1. MINOR REGRADING OF ACCESS ROADS MAY BE

NECESSARY. CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING GRADE AND DRAINAGE DURING

CONSTRUCTION. UPON COMPLETION, ESTABLISH FINAL

GRADE AND SEED ACCESS ROAD AS SHOWN IN LANDSCAPE

PLANS.

2. PLACE 12 INCHES OF HARDWOOD CHIPS AND MATTING TO

PROTECT ROOTS OF TREES ADJACENT TO ACCESS ROADS.

3. SEE CD-SERIES FOR TREE REMOVAL DETAILS.

4. SILT FENCE IS BE PLACED ALONG THE LIMITS OF

EXCAVATION AS A SEDIMENT CONTROL MEASURE AND

TURTLE EXCLUSION FENCE. THE SILT FENCE SHALL NOT

ENCROACH ON EXISTING TIDAL MARSH.

6. TOTAL SOIL RESTORATION AREA IS 47,314 SF.

7. SEE V-SERIES AND CG-SERIES FOR EXISTING AND

PROPOSED CONDITIONS SYMBOLOGY.

GC-102

E R

O N

C O

O L

U T

N H

GRAPHIC SCALE

1" = 40'-0"

( IN FEET )

MATCHLINE SHEET GC-105

C H

G C

-1

C H

G C

-1

1 2 3

4 5 6

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Y O

R K, N Y

O R

K D

Y O

R K

O R

K C

Y, N

Y O

R K

O U

G H

S O

O O

N S

P R

C T

C R

N O

100% SUBMISSION

2D S-

-X

2D S-

-B

-0

0% D

N S

O N

D M

/0 6/

/0 1/

SOIL EROSION AND SEDIMENT CONTROL LEGEND

12" COMPOST FILTER SOCK

PROJECT AREA

ACCESS ROAD

STAGING/STOCKPILE AREA

TEMPORARY FENCE

TREE PROTECTION FENCE

MULTIPLE COIR LOGS

STABILIZATION

STABILIZED CONSTRUCTION

ACCESS

TEMPORARY WATERWAY

CROSSING

CHANNEL ACCESS RAMP

CHANNEL BLOCK

TIDAL WATER CONTROL ROCK

FILTER

TIDAL WATER CONTROL

SUPER SAND BAG BARRIER

EARTH DIKE

TEMPORARY INLET

PROTECTION

SINGLE COIR LOG

STABILIZATION

MUDFLAT SHORELINE

STABILIZATION

IN-CHANNEL ACCESS ROAD

TEMPORARY UTILITY

CROSSING

TREE TO BE REMOVED

TIDAL WETLAND 50 FT

BUFFER

CHANNEL ACCESS RAMP

REPAIR

COMPOST FILTER SOCK

POST FILL PLACEMENT

SILT FENCESF

SOIL RESTORATION

LIMIT OF DISTURBANCE

SOIL SCREENING OPERATION

ANCHORED STABILIZATION

MATTING

32" COMPOST FILTER SOCK

NOTES:

1. MINOR REGRADING OF ACCESS ROADS MAY BE

NECESSARY. CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING GRADE AND DRAINAGE DURING

CONSTRUCTION. UPON COMPLETION, ESTABLISH FINAL

GRADE AND SEED ACCESS ROAD AS SHOWN IN LANDSCAPE

PLANS.

2. PLACE 12 INCHES OF HARDWOOD CHIPS AND MATTING TO

PROTECT ROOTS OF TREES ADJACENT TO ACCESS ROADS.

3. SEE CD-SERIES FOR TREE REMOVAL DETAILS.

4. SILT FENCE IS BE PLACED ALONG THE LIMITS OF

EXCAVATION AS A SEDIMENT CONTROL MEASURE AND

TURTLE EXCLUSION FENCE. THE SILT FENCE SHALL NOT

ENCROACH ON EXISTING TIDAL MARSH.

6. TOTAL SOIL RESTORATION AREA IS 47,314 SF.

7. SEE V-SERIES AND CG-SERIES FOR EXISTING AND

PROPOSED CONDITIONS SYMBOLOGY.

WATER MAIN (TYP.)

8" DIP WATER MAIN

ATER

AIN

(TYP.)

WATER MAIN (TYP.)Wx

W x

8" D

IP W

ATER

AIN

W x

XXX

X X

X X X X X X X X X X X X X X XXXX

U UU

U U

SEWER MH

RIM 13.04

ELEC MH

RIM 12.63

ELEC MH?

RIM 13.53

WATER MH

RIM 12.73

SEWER MH

RIM 12.64

BELL

STR

EET

75TH

STR

EET

76TH

STR

EET

75TH

STR

EET

157TH AVENUE

FOS FOS FOS FOS FOS FOS

FOS

FOS FOS

FUEL OIL LINES (TYP.)

Gx Gx Gx Gx Gx GxGAS MAIN (TYP.)

156th AVENUE

Wx Wx Wx Wx Wx

Gx Gx Gx Gx Gx

ASPHALT

ASPH

ALT

EOP

6' CHAIN LINK FENCE

6' C

AIN

LIN

K FEN

C E

6' C H

AIN

LIN

K FEN

EOP

-1.60

-2.10

-2.30

-1.60

-1.50

15.7

6.3

9.0

9.6

11.8 14.1

7.7 12.1

0.3

-0.1

12.1

13.2

14.9

12.4

14.0 10.9

13.8

14.8

12.7

13.4

10.9

12.6

14.016.7

14.9

15.5

22.0 23.5 22.7

33.2

6.7

3.7 18.1

15.8

17.6

17.5 11.2

6.9

3.8

16.3

19.2

13.0

10.2 10.8

12.4

3.6

10.3

10.9

10.7

3.4

13.4

11.9

19.4

17.8

19.1

18.2

13.5

16.6

9.1

10.0

12.3

15.1

14.7

14.1

15.0

13.7

12.5

2.3

6.8

0.411.6

13.6

14.3

10.6

2.6

13.2

12.6

15.3

12.8

13.2

13.0

7.9

9.5 18.1

11.9

9.5

12.7

12.3

12.6

13.3

13.6

14.6

13.9

11.711.3

13.6

14.9

12.7 12.6

13.8

6.6

17.3

15.5

15.915.7

13.0 11.9

11.1

13.0

16.6

16.5

16.5 15.4

18.617.9 16.2

14.7

14.213.1

17.4

18.3

18.8

19.5

19.9

18.5

18.5 17.5

19.8

19.5

19.3

20.4

16.3

16.7

17.1

2.9

0.3

12.2

12.6 12.8

17.1

15.6

13.5

14.4

11.7

8.9

11.5

8.8

8.5

13.7

12.8

11.0

11.3 11.8

8.4

11.8

12.6

7.9

8.3

7.2

9.4

11.5

13.8

14.0

15.0

20.3

10.9

15.8 17.0

11.2

SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SSx

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

11 12

13 14 16 17

5 15

MHWMHW

MHW

M H

W M

H W

M H

MHW

MHWMHW

MHW

M H

MHW

M H

W M

H W

M H

MHW

MHWMHWMHW

MHW

MHW MHW

MHW MHW MHW

MHW MHW

M H

MHW

H W

MHW

MHW MHW MHW MHW

MHW

M H

W M

H W

M H

W M

H W

M H

W M

H W

M H

MHW

MHW MHW MHW

MHW

M H

W M

M H

W M

H W

CUT SLOPE

3 FT H. X 1 FT V.

GC-501

12" COMPOST FILTER SOCK (TYP.)

SEWER EASEMENT CROSSING WILL BE

RESTRICTED TO MOWERS AND/OR OTHER

LIGHT DUTY EQUIPMENT. A TEMPORARY

UTILITY CROSSING (DETAIL 8, GC-502) SHALL

BE INSTALLED IF HEAVY EQUIPMENT MUST

CROSS OVER THE SEWER EASEMENT.

PROJECT AREA (TYP.)

GC-502

ANCHORED STABILIZATION

MATTING (TYP.)

SECONDARY ACCESS VIA EXISTING GATE

RESTRICTED TO MOWERS AND/OR OTHER

LIGHT DUTY EQUIPMENT WITH PRIOR

APPROVAL FROM PROJECT ENGINEER. NO

TREES SHALL BE REMOVED FOR ACCESS.

GC-501

STABILIZED CONSTRUCTION ACCESS (TYP.)

ACCESS ROAD (TYP.)

TREE TO BE REMOVED (TYP.)

SILT FENCE (TYP.)4

GC-504

TIDAL WETLAND 50 FT

BUFFER (TYP.)

LIMIT OF DISTURBANCE (TYP.)

GC-103

E R

O N

C O

O L

U T

N H

GRAPHIC SCALE

1" = 40'-0"

( IN FEET )

MATCHLINE SHEET GC-106

C H

G C

-1

1 2 3

4 5 6

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Y O

R K, N Y

O R

K D

Y O

R K

O R

K C

Y, N

Y O

R K

O U

G H

S O

O O

N S

P R

C T

C R

N O

100% SUBMISSION

2D S-

-X

2D S-

-B

-0

0% D

N S

O N

D M

/0 6/

/0 1/

ATER

AIN

(TYP.)

ATER M

AIN (TYP.)

ROCKS

PIPES

X X

X X X

X X

PIPES

UNTAIN AVENUE

G x

W x

ASPHALT

NC M

EDIAN

NC M

EDIAN

NC M

EDIAN

NCRETE SIDEW

ALK

NCRETE SIDEW

ALK

C O

N C

ETE SID

ALK

O HTx

O H

O HTx

OHTx

VERHEAD W

IRES

VERHEAD W

IRES

OVERHEAD W

IRES

SDx

SDx SDx SDx SDx SDx

8.7

-0.911.2

13.3

7.6

11.9

11.6

12.6

12.1

12.7

13.5

16.9

14.5

13.9

16.5

15.2

-1.4

8.7

8.5

8.8

9.3

12.1

12.0

17.9

20.4

18.9

7.2

9.3

7.5

8.5

8.8

10.0

SSx SS x

SSx

-1

-11

5 0

M H

W M

H W

M H

MHW

M H

W M

H W

PROJECT AREA (TYP.)

GC-501

32" COMPOST FILTER SOCK (TYP.)

TREE TO BE

REMOVED (TYP.)

TIDAL WETLAND 50 FT

BUFFER (TYP.)

LIMIT OF DISTURBANCE (TYP.)

SOIL EROSION AND SEDIMENT CONTROL LEGEND

12" COMPOST FILTER SOCK

PROJECT AREA

ACCESS ROAD

STAGING/STOCKPILE AREA

TEMPORARY FENCE

TREE PROTECTION FENCE

MULTIPLE COIR LOGS

STABILIZATION

STABILIZED CONSTRUCTION

ACCESS

TEMPORARY WATERWAY

CROSSING

CHANNEL ACCESS RAMP

CHANNEL BLOCK

TIDAL WATER CONTROL ROCK

FILTER

TIDAL WATER CONTROL

SUPER SAND BAG BARRIER

EARTH DIKE

TEMPORARY INLET

PROTECTION

SINGLE COIR LOG

STABILIZATION

MUDFLAT SHORELINE

STABILIZATION

IN-CHANNEL ACCESS ROAD

TEMPORARY UTILITY

CROSSING

TREE TO BE REMOVED

TIDAL WETLAND 50 FT

BUFFER

CHANNEL ACCESS RAMP

REPAIR

COMPOST FILTER SOCK

POST FILL PLACEMENT

SILT FENCESF

SOIL RESTORATION

LIMIT OF DISTURBANCE

SOIL SCREENING OPERATION

ANCHORED STABILIZATION

MATTING

32" COMPOST FILTER SOCK

NOTES:

1. MINOR REGRADING OF ACCESS ROADS MAY BE

NECESSARY. CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING GRADE AND DRAINAGE DURING

CONSTRUCTION. UPON COMPLETION, ESTABLISH FINAL

GRADE AND SEED ACCESS ROAD AS SHOWN IN LANDSCAPE

PLANS.

2. PLACE 12 INCHES OF HARDWOOD CHIPS AND MATTING TO

PROTECT ROOTS OF TREES ADJACENT TO ACCESS ROADS.

3. SEE CD-SERIES FOR TREE REMOVAL DETAILS.

4. SILT FENCE IS BE PLACED ALONG THE LIMITS OF

EXCAVATION AS A SEDIMENT CONTROL MEASURE AND

TURTLE EXCLUSION FENCE. THE SILT FENCE SHALL NOT

ENCROACH ON EXISTING TIDAL MARSH.

6. TOTAL SOIL RESTORATION AREA IS 47,314 SF.

7. SEE V-SERIES AND CG-SERIES FOR EXISTING AND

PROPOSED CONDITIONS SYMBOLOGY.

GC-104

E R

O N

C O

O L

U T

N H

GRAPHIC SCALE

1" = 40'-0"

( IN FEET )

MATCHLINE SHEET GC-101

C H

G C

-1

1 2 3

4 5 6

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Y O

R K, N Y

O R

K D

Y O

R K

O R

K C

Y, N

Y O

R K

O U

G H

S O

O O

N S

P R

C T

C R

N O

100% SUBMISSION

2D S-

-X

2D S-

-B

-0

0% D

N S

O N

D M

/0 6/

/0 1/

R O

ROCKS

ROCK

PIPES

PIPES PIPES

PIPES

ROCKS

X X

PIPES

ROCKS

-3.30

-3.90

-4.00

-3.80

-4.20

-4.50

-4.00

-3.70

-5.50

13.3 10.3

10.6

14.5

9.4

10.013.8

13.2 13.3

11.9

10.4

13.7

14.3

10.4

13.6

12.0

12.8

12.1

13.5

14.5

14.7

13.4 13.6

14.4 14.7

14.1

13.8

14.5

10.6

14.1

14.0

14.9

14.3

14.6

14.4

14.8

14.9

14.5

13.0

14.6

-0.6

-1.5

13.7

12.9

8.6

9.4

6.2

9.4

9.7

13.4

13.8

13.9

14.0

11.8

12.4

5.2

9.0

10.2

4.5

12.4

13.2

7.8

2.2

-0.4

-1.4

-1.6

15.0

8.7

8.6

8.5

8.6

6.0

14.0 13.5

18.7

13.5

14.0

19.8

16.0

8.1

9.8 12.5

17.4 17.6

17.0

17.9

11.9

18.7

15.0

20.3

7.5

0.5

7.0

12.5

17.3

14.6 15.9

14.6

5.2

SSx

SSxSS x

SSx

13 14

6 7 8 9

5 0

M H

W M

H W

MHW

M H

W M

H W

M H

W M

H W

M H

MHW

M H

W M

H W

M H

W M

H W

M H

MHW

M H

MHW

MHWMHW

MHW

M H

W M

H W

M H

MHW

M H

W M

H W

M H

MHW

M H

W M

H W

M H

W M

H W

M H

W M

H W

MHW

M H

MHW

MHW MHW MHW

MHW

M H

W M

H W

M H

W M

H W

M H

W M

H W

MHW

MHWMHW

M H

MHW

M H

W M

H W

M H

W M

H W

M H

W M

H W

M H

W M

H W

M H

W M

H W

MHW

M H

W M

H W

MHW

M H

MHW

M H

W M

H W

M H

MHW

MHWMHW

MHW

M H

MHW

M H

2.3

2.32.6

2.3

2.6

6 7

-2

-1

2 2

-1

3 5

4.10

4.20

4.25

4.75

4.50

3.50

3.75

3.50

4.50

3.50

3.25

2.75

3.75

CHANNEL ACCESS RAMP

AND BANK REPAIR

TIDAL WATER CONTROL

SUPER SAND BAG BARRIER

TIDAL WATER CONTROL

ROCK FILTER

CUT SLOPE

3 FT H. X 1 FT V.

TEMPORARY WATERWAY

CROSSING (TYP.)

ANCHORED

STABILIZATION

MATTING (TYP.)

CHANNEL BLOCK 5

CUT SLOPE

3 FT H. X 1 FT V.

TEMPORARY FENCE (TYP.)

ACCESS ROAD (TYP.)

MULTIPLE COIR LOGS

STABILIZATION(TYP.)

SITE 14

PROJECT AREA (TYP.)

GC-503

TEMPORARY UTILITY

CROSSING (TYP.)

GC-503 3

GC-502

TREE PROTECTION FENCE (TYP.)

GC-503

GC-504

SINGLE COIR LOG

STABILIZATION(TYP.)

SITE 15

GC-504

IN-CHANNEL

ACCESS ROAD (TYP.)

GC-503

ACCESS ROAD (TYP.)

TREE TO BE

REMOVED (TYP.)

STABILIZATION

SITE 12

STABILIZATION

SITE 13

SILT FENCE (TYP.) 4

GC-504

GC-501

12" COMPOST FILTER SOCK (TYP.)

SOIL RESTORATION APPLIED TO

TEMPORARY ACCESS ROADS OUTSIDE

WETLAND CONVERSION AREAS (TYP).

TIDAL WETLAND 50 FT

BUFFER (TYP.)

LIMIT OF DISTURBANCE (TYP.)

ANCHORED

STABILIZATION

MATTING (TYP.)

GC-502

SOIL EROSION AND SEDIMENT CONTROL LEGEND

12" COMPOST FILTER SOCK

PROJECT AREA

ACCESS ROAD

STAGING/STOCKPILE AREA

TEMPORARY FENCE

TREE PROTECTION FENCE

MULTIPLE COIR LOGS

STABILIZATION

STABILIZED CONSTRUCTION

ACCESS

TEMPORARY WATERWAY

CROSSING

CHANNEL ACCESS RAMP

CHANNEL BLOCK

TIDAL WATER CONTROL ROCK

FILTER

TIDAL WATER CONTROL

SUPER SAND BAG BARRIER

EARTH DIKE

TEMPORARY INLET

PROTECTION

SINGLE COIR LOG

STABILIZATION

MUDFLAT SHORELINE

STABILIZATION

IN-CHANNEL ACCESS ROAD

TEMPORARY UTILITY

CROSSING

TREE TO BE REMOVED

TIDAL WETLAND 50 FT

BUFFER

CHANNEL ACCESS RAMP

REPAIR

COMPOST FILTER SOCK

POST FILL PLACEMENT

SILT FENCESF

SOIL RESTORATION

LIMIT OF DISTURBANCE

SOIL SCREENING OPERATION

ANCHORED STABILIZATION

MATTING

32" COMPOST FILTER SOCK

NOTES:

1. MINOR REGRADING OF ACCESS ROADS MAY BE

NECESSARY. CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING GRADE AND DRAINAGE DURING

CONSTRUCTION. UPON COMPLETION, ESTABLISH FINAL

GRADE AND SEED ACCESS ROAD AS SHOWN IN LANDSCAPE

PLANS.

2. PLACE 12 INCHES OF HARDWOOD CHIPS AND MATTING TO

PROTECT ROOTS OF TREES ADJACENT TO ACCESS ROADS.

3. SEE CD-SERIES FOR TREE REMOVAL DETAILS.

4. SILT FENCE IS BE PLACED ALONG THE LIMITS OF

EXCAVATION AS A SEDIMENT CONTROL MEASURE AND

TURTLE EXCLUSION FENCE. THE SILT FENCE SHALL NOT

ENCROACH ON EXISTING TIDAL MARSH.

6. TOTAL SOIL RESTORATION AREA IS 47,314 SF.

7. SEE V-SERIES AND CG-SERIES FOR EXISTING AND

PROPOSED CONDITIONS SYMBOLOGY.

GC-105

E R

O N

C O

O L

U T

N H

GRAPHIC SCALE

1" = 40'-0"

( IN FEET )

MATCHLINE SHEET GC-102

MATCHLINE SHEET GC-107

C H

G C

-1

C H

G C

-1

1 2 3

4 5 6

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Y O

R K, N Y

O R

K D

Y O

R K

O R

K C

Y, N

Y O

R K

O U

G H

S O

O O

N S

P R

C T

C R

N O

100% SUBMISSION

2D S-

-X

2D S-

-B

-0

0% D

N S

O N

D M

/0 6/

/0 1/

X X

X X X

U U

BELT P

ARKWAY

3.4

3.6

3.3

-0.3

-0.8

0.8

6.7

9.4

13.3

11.9

3.7

-0.5

16.2

15.8 17.5

6.9

10.4

12.0

12.8

14.7

14.1

6.6

15.5

14.5

11.1

7.3

15.8

14.7

13.0 16.5

15.6

15.5

16.5

16.2

16.6

15.4

16.0

18.617.9 16.2

14.2

14.6 13.4

13.1

7.9

8.3

1.4

3.4

2.7

2.4

2.5

1.4

1.6

1.8

1.7

1.8

2.3

2.1

2.0

-0.7

-0.6

-0.5

10.6

14.3

-1.5

-0.7

0.8

13.7

12.9

-1.5

6.6

5.2 4.1

4.8

5.1

9.2

8.4

1.3

8.6

9.4

6.2

1.5

1.4

1.5

3.5

2.5

2.7

2.0

1.9

13.4

14.0

11.8

12.4

-1

13 12

-1

-1 -2

-1 -2 -3

-3 -2 -1

0 0

MHW

MHW MHW

MHW

MHW MHW

MHW

M H

MHW

M H

W M

H W

M H

MHW

MHW MHW

MHW

MHW MHW

MHWMHW

MHW

MHWMHW

MHW

MHWMHW

MHW

M H

W M

H W

MHW

MHWMHW

MHW

MHWMHWMHW

MHW

M H

MHW

M H

W M

H W

M H

W M

H W

MHW

M H

W M

H W

M H

W M

H W

M H

W M

H W

M H

W M

H W

M H

W M

H W

MHW

2.6

2.3

1.8

2.3

2.6

2.3

2.6

1.8

-1 -1

-2

-1

-2

-3

-1

3.50

3.25

2.75

SFSF

ANCHORED STABILIZATION MATTING (TYP.)

PROJECT AREA (TYP.)

CHANNEL BLOCK 1

MULTIPLE COIR LOGS

STABILIZATION (TYP.)

SITE 7

GC-502

GC-503

CHANNEL BLOCK 2

CHANNEL BLOCK 3

CHANNEL BLOCK 4

CHANNEL BLOCK 5

GC-503

GC-504

SINGLE COIR LOG

STABILIZATION (TYP.)

SITE 3

GC-504

MUDFLAT SHORELINE

STABILIZATION

GC-504

IN-CHANNEL ACCESS

ROAD (TYP.)

GC-503ACCESS ROAD (TYP.)

TREE TO BE REMOVED (TYP.)

STABILIZATION

SITE 1

STABILIZATION

SITE 2

STABILIZATION

SITE 4

STABILIZATION

SITE 5

STABILIZATION

SITE 6

STABILIZATION

SITE 8

STABILIZATION

SITE 9

STABILIZATION

SITE 10

STABILIZATION

SITE 22

STABILIZATION

SITE 23

STABILIZATION

SITE 24

SILT FENCE (TYP.)4

GC-504

TIDAL WETLAND 50 FT

BUFFER (TYP.)

LIMIT OF DISTURBANCE (TYP.)

SOIL EROSION AND SEDIMENT CONTROL LEGEND

12" COMPOST FILTER SOCK

PROJECT AREA

ACCESS ROAD

STAGING/STOCKPILE AREA

TEMPORARY FENCE

TREE PROTECTION FENCE

MULTIPLE COIR LOGS

STABILIZATION

STABILIZED CONSTRUCTION

ACCESS

TEMPORARY WATERWAY

CROSSING

CHANNEL ACCESS RAMP

CHANNEL BLOCK

TIDAL WATER CONTROL ROCK

FILTER

TIDAL WATER CONTROL

SUPER SAND BAG BARRIER

EARTH DIKE

TEMPORARY INLET

PROTECTION

SINGLE COIR LOG

STABILIZATION

MUDFLAT SHORELINE

STABILIZATION

IN-CHANNEL ACCESS ROAD

TEMPORARY UTILITY

CROSSING

TREE TO BE REMOVED

TIDAL WETLAND 50 FT

BUFFER

CHANNEL ACCESS RAMP

REPAIR

COMPOST FILTER SOCK

POST FILL PLACEMENT

SILT FENCESF

SOIL RESTORATION

LIMIT OF DISTURBANCE

SOIL SCREENING OPERATION

ANCHORED STABILIZATION

MATTING

32" COMPOST FILTER SOCK

NOTES:

1. MINOR REGRADING OF ACCESS ROADS MAY BE

NECESSARY. CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING GRADE AND DRAINAGE DURING

CONSTRUCTION. UPON COMPLETION, ESTABLISH FINAL

GRADE AND SEED ACCESS ROAD AS SHOWN IN LANDSCAPE

PLANS.

2. PLACE 12 INCHES OF HARDWOOD CHIPS AND MATTING TO

PROTECT ROOTS OF TREES ADJACENT TO ACCESS ROADS.

3. SEE CD-SERIES FOR TREE REMOVAL DETAILS.

4. SILT FENCE IS BE PLACED ALONG THE LIMITS OF

EXCAVATION AS A SEDIMENT CONTROL MEASURE AND

TURTLE EXCLUSION FENCE. THE SILT FENCE SHALL NOT

ENCROACH ON EXISTING TIDAL MARSH.

6. TOTAL SOIL RESTORATION AREA IS 47,314 SF.

7. SEE V-SERIES AND CG-SERIES FOR EXISTING AND

PROPOSED CONDITIONS SYMBOLOGY.

GC-106

E R

O N

C O

O L

U T

N H

GRAPHIC SCALE

1" = 40'-0"

( IN FEET )

MATCHLINE SHEET GC-108

C H

G C

-1

MATCHLINE SHEET GC-103

1 2 3

4 5 6

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Y O

R K, N Y

O R

K D

Y O

R K

O R

K C

Y, N

Y O

R K

O U

G H

S O

O O

N S

P R

C T

C R

N O

100% SUBMISSION

2D S-

-X

2D S-

-B

-0

0% D

N S

O N

D M

/0 6/

/0 1/

ROCKS

U U

SDx SDx

BELT PARKWAY

RIP-RAP

IP-R

RIP-RAP

WALL

FOUNTAIN AVENUE

RIP-RAP

ASPHALT

OHTx

OHTxOHTx

OHTx

9.1

6.6

5.9

9.5

-1.4

23.5

6.5

8.4

9.9-1.3

1.3

-1.4

27.6

27.5

6.5

7.4 27.8

28.4

7.8

6.4 8.4

6.5

7.4

6.4

7.0

7.3

7.4

8.5

7.8

8.2

1.3

-1.3

-1.7

-4

-3 -4

-3

-4

-2

-1

-3

-2

-4

-3

-2

1 2

22 23

M H

W M

M H

W M

H W

MHW

M H

MHW

M H

MHW

M H

MHW

M H

MHWMHW

M H

MHW

MHWMHW

MHW

M H

W M

H W

M H

MHW

MHW MHW MHW

MHW

2.3

2.3 2.6

2.6

2.3

2.6

-3 -2

-2

-1

-3

2 2

-1

SFSF

TIDAL WATER CONTROL

SUPER SAND BAG BARRIER

TIDAL WATER CONTROL

ROCK FILTER

ACCESS ROAD (TYP.)

IN-CHANNEL ACCESS

ROAD (TYP.)

PROJECT AREA (TYP.)

GC-503

SINGLE COIR LOG

STABILIZATION (TYP.)

SITE 16

GC-504

MULTIPLE COIR LOGS

STABILIZATION (TYP.)

SITE 18

GC-504

GC-503

STABILIZATION

SITE 11

STABILIZATION

SITE 17

STABILIZATION

SITE 19

STABILIZATION

SITE 20

STABILIZATION

SITE 21

SILT FENCE (TYP.) 4

GC-504

TIDAL WETLAND 50 FT

BUFFER (TYP.)

LIMIT OF DISTURBANCE (TYP.)

SOIL EROSION AND SEDIMENT CONTROL LEGEND

12" COMPOST FILTER SOCK

PROJECT AREA

ACCESS ROAD

STAGING/STOCKPILE AREA

TEMPORARY FENCE

TREE PROTECTION FENCE

MULTIPLE COIR LOGS

STABILIZATION

STABILIZED CONSTRUCTION

ACCESS

TEMPORARY WATERWAY

CROSSING

CHANNEL ACCESS RAMP

CHANNEL BLOCK

TIDAL WATER CONTROL ROCK

FILTER

TIDAL WATER CONTROL

SUPER SAND BAG BARRIER

EARTH DIKE

TEMPORARY INLET

PROTECTION

SINGLE COIR LOG

STABILIZATION

MUDFLAT SHORELINE

STABILIZATION

IN-CHANNEL ACCESS ROAD

TEMPORARY UTILITY

CROSSING

TREE TO BE REMOVED

TIDAL WETLAND 50 FT

BUFFER

CHANNEL ACCESS RAMP

REPAIR

COMPOST FILTER SOCK

POST FILL PLACEMENT

SILT FENCESF

SOIL RESTORATION

LIMIT OF DISTURBANCE

SOIL SCREENING OPERATION

ANCHORED STABILIZATION

MATTING

32" COMPOST FILTER SOCK

NOTES:

1. MINOR REGRADING OF ACCESS ROADS MAY BE

NECESSARY. CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING GRADE AND DRAINAGE DURING

CONSTRUCTION. UPON COMPLETION, ESTABLISH FINAL

GRADE AND SEED ACCESS ROAD AS SHOWN IN LANDSCAPE

PLANS.

2. PLACE 12 INCHES OF HARDWOOD CHIPS AND MATTING TO

PROTECT ROOTS OF TREES ADJACENT TO ACCESS ROADS.

3. SEE CD-SERIES FOR TREE REMOVAL DETAILS.

4. SILT FENCE IS BE PLACED ALONG THE LIMITS OF

EXCAVATION AS A SEDIMENT CONTROL MEASURE AND

TURTLE EXCLUSION FENCE. THE SILT FENCE SHALL NOT

ENCROACH ON EXISTING TIDAL MARSH.

6. TOTAL SOIL RESTORATION AREA IS 47,314 SF.

7. SEE V-SERIES AND CG-SERIES FOR EXISTING AND

PROPOSED CONDITIONS SYMBOLOGY.

GC-107

E R

O N

C O

O L

U T

N H

GRAPHIC SCALE

1" = 40'-0"

( IN FEET )

MATCHLINE SHEET GC-105

C H

G C

-1

1 2 3

4 5 6

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Y O

R K, N Y

O R

K D

Y O

R K

O R

K C

Y, N

Y O

R K

O U

G H

S O

O O

N S

P R

C T

C R

N O

100% SUBMISSION

2D S-

-X

2D S-

-B

-0

0% D

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BELT P

ARKWAY

BELT PARKWAY

6.6

4.7

8.2

5.1

5.0

8.0

7.6

7.9

13.3

8.1

6.9

6.8

6.5

8.5

9.3

7.1

8.7

9.0

8.6

9.0

8.9

4.9 5.8

8.9

8.2

6.9

9.4

9.1

7 8

MHW

MHW MHW

M H

MHW

MHW MHW

MHW

MHW MHW

MHW

2.3

2.6

CHANNEL BLOCK 5

PROJECT AREA (TYP.)

GC-503

GC-501

STABILIZED CONSTRUCTION ACCESS (TYP.)

STAGING/STOCKPILE AREA (TYP.)1

GC-502

ACCESS ROAD (TYP.)

ACCESS ROAD

TURNAROUND

GC-501

12" COMPOST FILTER SOCK (TYP.)

IN-CHANNEL ACCESS

ROAD (TYP.)

GC-503

TREE TO BE

REMOVED (TYP.)

GC-502

TREE PROTECTION FENCE (TYP.)

STABILIZATION

SITE 21

SOIL RESTORATION APPLIED TO

TEMPORARY ACCESS ROADS OUTSIDE

WETLAND CONVERSION AREAS (TYP).

TIDAL WETLAND 50 FT

BUFFER (TYP.)

LIMIT OF DISTURBANCE (TYP.)

SOIL EROSION AND SEDIMENT CONTROL LEGEND

12" COMPOST FILTER SOCK

PROJECT AREA

ACCESS ROAD

STAGING/STOCKPILE AREA

TEMPORARY FENCE

TREE PROTECTION FENCE

MULTIPLE COIR LOGS

STABILIZATION

STABILIZED CONSTRUCTION

ACCESS

TEMPORARY WATERWAY

CROSSING

CHANNEL ACCESS RAMP

CHANNEL BLOCK

TIDAL WATER CONTROL ROCK

FILTER

TIDAL WATER CONTROL

SUPER SAND BAG BARRIER

EARTH DIKE

TEMPORARY INLET

PROTECTION

SINGLE COIR LOG

STABILIZATION

MUDFLAT SHORELINE

STABILIZATION

IN-CHANNEL ACCESS ROAD

TEMPORARY UTILITY

CROSSING

TREE TO BE REMOVED

TIDAL WETLAND 50 FT

BUFFER

CHANNEL ACCESS RAMP

REPAIR

COMPOST FILTER SOCK

POST FILL PLACEMENT

SILT FENCESF

SOIL RESTORATION

LIMIT OF DISTURBANCE

SOIL SCREENING OPERATION

ANCHORED STABILIZATION

MATTING

32" COMPOST FILTER SOCK

NOTES:

1. MINOR REGRADING OF ACCESS ROADS MAY BE

NECESSARY. CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING GRADE AND DRAINAGE DURING

CONSTRUCTION. UPON COMPLETION, ESTABLISH FINAL

GRADE AND SEED ACCESS ROAD AS SHOWN IN LANDSCAPE

PLANS.

2. PLACE 12 INCHES OF HARDWOOD CHIPS AND MATTING TO

PROTECT ROOTS OF TREES ADJACENT TO ACCESS ROADS.

3. SEE CD-SERIES FOR TREE REMOVAL DETAILS.

4. SILT FENCE IS BE PLACED ALONG THE LIMITS OF

EXCAVATION AS A SEDIMENT CONTROL MEASURE AND

TURTLE EXCLUSION FENCE. THE SILT FENCE SHALL NOT

ENCROACH ON EXISTING TIDAL MARSH.

6. TOTAL SOIL RESTORATION AREA IS 47,314 SF.

7. SEE V-SERIES AND CG-SERIES FOR EXISTING AND

PROPOSED CONDITIONS SYMBOLOGY.

GC-108

E R

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GRAPHIC SCALE

1" = 40'-0"

( IN FEET )

C H

G C

-1

MATCHLINE SHEET GC-106

1 2 3

4 5 6

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US Army Corps of Engineers

U .S

. A R

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FOUNTAIN AVE.

75TH ST 15

SPRING CREEK

RALPH'S CREEK

SPRING CREEK

AUXILIARY WASTEWATER

TREATMENT PLANT

PROJECT AREA

MATTING AND EQUIPMENT FOR THIN

LAYER PLACEMENT WORK SOUTHEAST OF

RALPH'S CREEK TO ACCESS VIA BELT

PARKWAY

MATTING AND EQUIPMENT FOR THIN LAYER

PLACEMENT WORK NORTHWEST OF RALPH'S

CREEK SHALL ACCESS VIA FLATLANDS AVE

AND THE TEMPORARY BRIDGE OVER SPRING

CREEK. SEE GC-100 SERIES DRAWINGS.

THIN LAYER PLACEMENT WORK TO BE PERFORMED

WITH BLEEDER PIPE SETUP. PRIMARY PIPELINE TO BE

ESTABLISHED ALONG CENTERLINE OF MARSH.

BLEEDER PIPE TO BE MANEUVERED AS NEEDED TO

ACCOMPLISH TARGETED GRADES ON THE CG-100

SERIES DRAWINGS.

THIN LAYER PLACEMENT

STAGING AREA FOR

MATERIAL DELIVERY VIA

BARGE AND ON-SITE

SLURRY PLANT

LONGEST PUMPING PATH

APPROXIMATELY 3,700 FEET

PUMPING SPUR

THIN LAYER PLACEMENT AREA

MECHANICAL PLACEMENT OF

THIN LAYER MATERIAL (TYP.)

LIMIT OF EXCAVATION (TYP.)

LIMIT OF DISTURBANCE

THIN LAYER PLACEMENT CONCEPT LEGEND

LIMIT OF EXCAVATION

ACCESS ROAD

IN-CHANNEL ACCESS ROAD

PROJECT AREA

PIPELINE

THIN LAYER PLACEMENT

AREA

MECHANICAL PLACEMENT

OF THIN LAYER MATERIAL

THIN LAYER PLACEMENT

STAGING AREA

LIMIT OF DISTURBANCE

1" = 150'-0"

( IN FEET )

GRAPHIC SCALE

GC-401

T C

O N

JH R

JH PR

O N

R O

NOTES:

5. AFTER THIN LAYER PLACEMENT, THE CONTRACTOR

SHOULD ALLOW A MINIMUM OF TWO WEEKS OF TIDAL

FLUSHING TO DETERMINE IF FINAL GRADES WERE

ACHIEVED. IF GRADES WERE NOT ACHIEVED, HAND

GRADING AND/OR ADDITIONAL CLEAN SAND WOULD

BE REQUIRED FOLLOWED BY AN ADDITIONAL TWO

WEEKS OF TIDAL FLUSHING. FINAL GRADES MUST BE

ACHIEVED AS NOTED IN THE CONTRACT

DOCUMENTS.

6. THIN LAYER MATERIAL TO BE PLACED USING

MECHANICAL METHODS IN DESIGNATED AREAS,

WHERE ACCESS IS FEASIBLE. ALL OTHER AREAS TO

HAVE THIN LAYER MATERIAL PLACED USING

HYDRAULIC MEANS.

N N

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D B

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D R

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E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

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GC-501

E R

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CONSTRUCTION SPECIFICATIONS

3' 5:1

PLAN VIEW

PROFILE

EXISTING

GROUND

FILTER

CLOTH

EXISTING

PAVEMENT

EARTH DIKE

(OPTIONAL)

EXISTING

PAVEMENT

10' MIN.

12' MIN.

50' MIN.

6" MIN.

EXISTING

GROUND

50' MIN.

12'MIN.

FLO

DISTURBED AREA

UNDISTURBED AREA

SECTION

PLAN VIEW

COMPOST

FILTER SOCK

2 IN. x 2 IN. WOODEN

STAKES

PLACED 10 FT ON

CENTER

2 IN. x 2 IN. WOODEN STAKES

PLACED 10 FT ON CENTER

COMPOST FILTER SOCK

BLOWN/PLACED

FILTER MEDIA

DISTURBED AREA

UNDISTURBED AREA

GC-100-108

NOT TO SCALE

COMPOST FILTER SOCK DETAIL2

GC-100, GC-101, GC-102, GC-103, GC-108

NOT TO SCALE

STABILIZED CONSTRUCTION ACCESS1

HIGH VISIBILITY FENCING

DRIVE FLANGE ALL

THE WAY TO TURF LINE

AS NECESSARY

NOT TO SCALE

HIGH VISIBILITY FENCE DETAIL4

NOTE:

1. FENCE SHALL BE CONSTRUCTED OF UV STABILIZED HIGH VISIBILITY ORANGE

POLYETHYLENE SAFETY FENCE.

2. THE FENCE SHALL BE A MINIMUM OF 4 FEET HIGH AND STAKED AT 8 FOOT ON

CENTER.

3. THE FENCE SHALL BE ATTACHED TO EACH STAKE WITH A MINIMUM OF THREE (3)

ZIP TIES OR APPROVED EQUAL.

4. STAKES SHOULD BE DRIVE 6 TO 12 INCHES BELOW GRADE.

POSTS ARE SPACED AT 6' O.C.

GC-100, GC-101

NOT TO SCALE

TEMPORARY INLET PROTECTION DETAIL3

FABRIC

PROPERTIES3

LIGHT DUTY1

ROADS GRADE

SUBGRADE

HEAVY DUTY2 HAUL

ROADS ROUGH

GRADED

TEST METHOD

GRAB TENSILE

STRENGTH (LBS) 200 220 ASTM D1682

ELONGATION AT

FAILURE (%) 50 60 ASTM D1682

MULLEN BURST

STRENGTH (LBS) 190 430 ASTM D3786

PUNCTURE

STRENGTH (LBS) 40 125 ASTM D751

MODIFIED

EQUIVALENT

OPENING SIZE

(US STD SIEVE)

40-80 40-80 CW-02215

AGGREGATE

DEPTH (IN) 6 10 -

1LIGHT DUTY ROAD: AREA SITES THAT HAVE BEEN GRADED TO

SUBGRADE AND WHERE MOST TRAVEL WOULD BE SINGLE AXLE

VEHICLES AND AN OCCASIONAL MULTIAXLE TRUCK. ACCEPTABLE

MATERIALS ARE TREVIRA SPUNBOND 1115, MIRAFI 100X, TYPAR 3401, OR

EQUIVALENT.

2 HEAVY DUTY ROAD: AREA SITES WITH ONLY ROUGH GRADING, AND

WHERE MOST TRAVEL WOULD BE MULTI-AXLE VEHICLES. ACCEPTABLE

MATERIALS ARE TREVIRA SPUNBOND 1135, MIRAFI 600X, OR

EQUIVALENT.

3 FABRICS NOT MEETING THESE SPECIFICATIONS MAY BE USED ONLY

WHEN DESIGN PROCEDURE AND SUPPORTING DOCUMENTATION ARE

SUPPLIED TO DETERMINE AGGREGATE DEPTH AND FABRIC STRENGTH."

10 FT MIN.

FLOW

ROADWAY

EARTH DIKE

SECTION A-A

ISOMETRIC VIEW

CONSTRUCTION SPECIFICATIONS

1. ALL DIKES SHALL BE COMPACTED BY EARTH-MOVING EQUIPMENT.

2. ALL DIKES SHALL HAVE POSITIVE DRAINAGE TO AN OUTLET.

3. TOP WIDTH MAY BE WIDER AND SIDE SLOPES BE FLATTER IF DESIRED TO FACILITATE CROSSING BY CONSTRUCTION

TRAFFIC.

4. FIELD LOCATION SHOULD BE ADJUSTED AS NEEDED TO UTILIZE A STABILIZED SAFE OUTLET.

5. EARTH DIKES SHALL HAVE AN OUTLET THAT FUNCTIONS WITH A MINIMUM OF EROSION. RUNOFF SHALL BE

CONVEYED TO A SEDIMENT TRAPPING DEVICE SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN WHERE EITHER THE

DIKE CHANNEL OR THE DRAINAGE AREA ABOVE THE DIKE ARE NOT ADEQUATELY STABILIZED.

6. FILL STABILIZATION SHALL BE:

6.1. IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR SEED AND STRAW MULCH IF NOT IN SEEDING

SEASON,

6.2. FLOW CHANNEL STABILIZATION PER THE STANDARD CHART BASED ON CHANNEL GRADE.

GC-100, GC-101

NOT TO SCALE

EARTH DIKE DETAIL5

NOTES:

1. COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK EXTENDED 8 FEET UPSLOPE AT A 45 DEGREE

ANGLE TO PREVENT BYPASS FLOW.

2. DIAMETERS DESIGNED FOR USE SHALL BE 12” – 32” EXCEPT THAT 8” DIAMETER SOCKS MAY BE USED FOR RESIDENTIAL LOTS TO CONTROL AREAS

LESS THAN 0.25 ACRES.

3. THE FLAT DIMENSION OF THE SOCK SHALL BE AT LEAST 1.5 TIMES THE NOMINAL DIAMETER.

4. THE MAXIMUM SLOPE LENGTH (IN FEET) ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING LIMITS:

5. THE COMPOST INFILL SHALL BE WELL DECOMPOSED (MATURED AT LEAST 3 MONTHS), WEED-FREE, ORGANIC MATTER. IT SHALL BE AEROBICALLY COMPOSTED, POSSESS NO OBJECTIONABLE ODORS, AND CONTAIN LESS THAN 1%, BY DRY WEIGHT, OF MANMADE FOREIGN MATTER. THE PHYSICAL PARAMETERS OF THE COMPOST SHALL MEET THE STANDARDS LISTED IN TABLE 5.2 - COMPOST STANDARDS TABLE. NOTE: ALL BIOSOLIDS COMPOST PRODUCED IN NEW YORK STATE (OR APPROVED FOR IMPORTATION) MUST MEET NYS DEC’S 6 NYCRR PART 360 (SOLID WASTE MANAGEMENT FACILITIES) REQUIREMENTS. THE PART 360 REQUIREMENTS ARE EQUAL TO OR MORE STRINGENT THAN 40 CFR PART 503 WHICH ENSURE SAFE STANDARDS FOR PATHOGEN REDUCTION AND HEAVY METALS CONTENT. WHEN USING COMPOST FILTER SOCKS ADJACENT TO

SURFACE WATER, THE COMPOST SHOULD HAVE A LOW NUTRIENT VALUE.

6. THE COMPOST FILTER SOCK FABRIC MATERIAL SHALL MEET STANDARDS OF TABLE 5.1.

7. COMPOST FILTER SOCKS SHALL BE ANCHORED IN EARTH WITH 2”X 2” WOODEN STAKES DRIVEN 12” INTO THE SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK. ON UNEVEN TERRAIN, EFFECTIVE GROUND CONTACT CAN BE ENHANCED BY THE PLACEMENT OF A FILLET OF FILTER

MEDIA ON THE DISTURBED AREA SIDE OF THE COMPOST SOCK.

8. ALL SPECIFIC CONSTRUCTION DETAILS AND MATERIAL SPECIFICATIONS SHALL APPEAR ON THE EROSION AND SEDIMENT CONTROL

CONSTRUCTIONS DRAWINGS WHEN COMPOST FILTER SOCKS ARE INCLUDED IN THE PLAN.

9. TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.

10. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVE GROUND HEIGHT OF THE SOCK AND DISPOSED OF IN

ACCORDANCE WITH THE PLAN.

11. SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED IN THE MANNER REQUIRED BY THE

MANUFACTURER OR REPLACED WITHIN 24 HOURS OF INSPECTION NOTIFICATION.

12. BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE FILTER SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS

SHALL BE REPLACED ACCORDING TO THE MANUFACTURER’S RECOMMENDATIONS.

13. UPON STABILIZATION OF THE AREA CONTRIBUTORY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED IN ACCORDANCE WITH THE STABILIZATION PLAN. FOR REMOVAL THE MESH CAN BE CUT AND THE COMPOST SPREAD AS AN

ADDITIONAL MULCH TO ACT AS A SOIL SUPPLEMENT.

14. THE CONTRACTOR SHALL INSTALL MID-SLOPE COMPOST FILTER SOCK IN UPLAND PLACEMENT AREAS AS NECESSARY IF THE ALLOWABLE SLOPE LENGTH FOR ANY RUN OF COMPOST FILTER SOCK IS EXCEEDED DURING FILL PLACEMENT OPERATIONS.

DIAMETER

(IN)

SLOPE %

2 5 10 20 25 33 50

8 225* 200 100 50 20 - -

12 250 225 125 65 50 40 25

18 275 250 150 70 55 45 30

24 350 275 200 130 100 60 35

32 450 325 275 150 120 75 50

*LENGTH IN FEET

TABLE 5.1: COMPOST FILTER SOCK MINIMUM SPECIFICATIONS TABLE

3 MIL HDPE 5 MIL HDPE 5 MIL HDPE

MULTI-FILAMENT

POLYPROPYLINE (MFPP)

HEAVY DUTY

MULTI-FILAMENT

POLYPROPYLENE

(HDMFPP)

MATERIAL

CHARACTERISTICS PHOTODEGRADABLE PHOTODEGRADABLE BIODEGRADABLE PHOTODEGRADABLE PHOTODEGRADABLE

SOCK DIAMETERS (IN) 12, 18 12, 18, 24, 32 12, 18, 24, 32 12, 18, 24, 32 12, 18, 24, 32

MESH OPENING (IN) 3/8 3/8 3/8 3/8 1/8

TENSILE STRENGTH (PSI) 26 26 44 202

ULTRAVIOLET STABILITY %

ORIGINAL STRENGTH (ASTM

G-155)

23% AT 1000 HR 23% AT 1000 HR 100% AT 1000 HR 100% AT 1000 HR

MINIMUM FUNCTIONAL

LONGEVITY 6 MONTHS 9 MONTHS 6 MONTHS 1 YEAR 2 YEARS

TABLE 5.2: COMPOST STANDARDS TABLE

ORGANIC MATTER CONTENT 25%-100% (DRY WEIGHT)

ORGANIC PORTION FIBROUS AND ELONGATED

pH 6.0-8.0

MOISTURE CONTENT 30%-60%

PARTICLE SIZE 100% PASSING A 1" SCREEN AND 10-50% PASSING A 3/8" SCREEN

SOLUBLE SALT CONCENTRATION 5.0 DS/M (MMHOS/CM) MAXIMUMSTONE ACCESS

1. STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE

EQUIVALENT.

2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A

30 FOOT MINIMUM LENGTH WOULD APPLY).

3. THICKNESS - NOT LESS THAN SIX (6) INCHES.

4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT

POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE

ENTRANCE TO SITE.

5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.

6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-

STRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS

IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.

7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL

PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL

SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY

MUST BE REMOVED IMMEDIATELY.

8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH

STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.

9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER

EACH RAIN.

A D C

DIKE A DIKE B DIKE C

(<5 AC) (5-10 AC.) (MOUNTABLE)

A- DIKE HEIGHT 18" 36" 18"

B- DIKE WIDTH 24" 36" 60"

C- FLOW WIDTH 48" 72" 48"

D- FLOW DEPTH 8" 15" 8"

5:1 SLOPE OR FLATTER

WOODEN STAKE

COMPOST FILTER SOCK

INLET GRATE

PAVED SURFACE

15. IN AREAS UNDERLAIN WITH MACADAM, COMPOST FILTER SOCKS SHALL BE ANCHORED WITH SAND BAGS IN PLACE OF WOODEN STAKES, PLACED 10 FT ON CENTER, AS SHOWN IN DETAIL BELOW.

10 FT ON

CENTER

COMPOST FILTER SOCK

SAND BAGS PLACED

UPSTREAM AND

DOWNSTREAM

FLOW

DISTURBED AREA

UNDISTURBED AREA

ISOMETRIC VIEW

COMPOST FILTER SOCK DIAMETERS ARE

CALLED OUT ON GC-101 - GC-108. D

N N

C R

O N

D B

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D R

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E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

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R K, N Y

O R

K D

Y O

R K

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K C

Y, N

Y O

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O O

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Sheets and Views

GC-101 SOIL EROSION & SEDIMENT CONTROL PLAN LAYOUT 1

Sheet 1

GC-102 SOIL EROSION & SEDIMENT CONTROL PLAN LAYOUT 2

GC-103 SOIL EROSION & SEDIMENT CONTROL PLAN LAYOUT 3

GC-104 SOIL EROSION & SEDIMENT CONTROL PLAN LAYOUT 4

GC-105 SOIL EROSION & SEDIMENT CONTROL PLAN LAYOUT 5

GC-106 SOIL EROSION & SEDIMENT CONTROL PLAN LAYOUT 6

GC-107 SOIL EROSION & SEDIMENT CONTROL PLAN LAYOUT 7

GC-108 SOIL EROSION & SEDIMENT CONTROL PLAN LAYOUT 8

GC-401 THIN LAYER PLACEMENT CONCEPT PLAN

GC-501 SOIL EROSION AND SEDIMENT CONTROL DETAILS SHEET 1

GC-601 CONSTRUCTION SEQUENCE SHEET 1

File details come from the government source that posted it. Updated Dec 10, 2024.