W912DS-16-B-0015_Plans.pdf

PDF 26 MB Posted Dec 19, 2016

Attached to: Goethals Bridge Replacement Project Wetland Mitigation, at Old Place Creek, Staten Island, NY
Solicitation number: W912DS-16-B-0015
Issued by: Department of the Army Corps of Engineers Engineering District New York

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W912DS-16-B-0015 - Plans

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File	Type	Posted
W912DS-16-B-0015_Bid_Abstract.pdf	PDF	Apr 20, 2017
W912DS-16-B-0015_AMD06.pdf	PDF	Mar 30, 2017
AMEND_6_Specs.pdf	PDF	Mar 30, 2017
Plan_sheet_L-101-_p014-Planting-plan_Mod6.pdf	PDF	Mar 30, 2017
W912DS-16-B-0015_AMD05.pdf	PDF	Mar 24, 2017
Revised_L-502_Amendment_04.pdf	PDF	Mar 13, 2017
W912DS-16-B-0015_AMD04.pdf	PDF	Mar 8, 2017
W912DS-16-B-0015-AMD03.pdf	PDF	Feb 10, 2017
W912DS-16-B-0015-AMD02.pdf	PDF	Jan 25, 2017
W912DS-16-B-0015_AMD01.pdf	PDF	Jan 17, 2017
W912DS-16-B-0015.pdf	PDF	Dec 19, 2016
W912DS-16-B-0015_Specifications.pdf	PDF	Dec 19, 2016
W912DS-16-B-0015_Sampling.pdf	PDF	Dec 19, 2016

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SHEET OF

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RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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INTERAGENCY SUPPORT (IIS)

INTERNATIONAL AND

Vicinity Map (nts) Location Map (nts)

New York Staten Island, CREEK SITE

OLD PLACE

YESREJ

E N

KROY WEN

DNALSI NETATS

C o v e r S h e e t

D ra w in g I n d e x

G-001

STATEN ISLAND, NEW YORK

AT OLD PLACE CREEK

WETLAND MITIGATION PROJECT

GOETHALS BRIDGE REPLACEMENT,

100% SUBMISSION

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RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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northerly line of Lamberts Lane intersection of the westerly line of Gulf Avenue and the

Distant 206.75’ northerly of corner formed by the

Westerly Line of Gulf Av

ELEV. 6.450

E 933457.020

N 164313.130

CP5 PK&W

ELEV. 9.870

E 934893.810

N 165032.680

CP3 PK&W

ELEV. 3.410

E 933457.070

N 165866.260

CP6 PK&W

C .L .F

C.L.F

C.L.F.

C.L .F.

C.L.F.

113.72’

0.5

4’

121.1 0’

106.01’

237.

62’

0.3

4’

.68

107.70’

155.29’

1430.05’

51.

71’

30.81’

34.00’ 73.55’

.68

36.

35’

59.54’

84.

29’

85.48’

40.79’

54.45’

17.03’

32.20’

54.04’

.5 9’

63.

50’

.9 5’

.0 0’

.77

28.44’

66.22’

54.71’

62.65’

26.10’

N 0 7°

54’

" W

° 0

’ 5

" E

N 27° 31’ 55" E

N 29° 08’ 53" E N 06° 02

’ 39" E

N 11° 18’ 36" E

N 44° 15’ 21" E

N ° 3

’ 5

" E

N 40° 14’ 11" E

° 5

’ 4

" E

° 3 6’

" E

N 53° 50’ 31" E

N 51° 00’ 32" E

N 55° 45’ 03" E

N ’ 1

° 3 4’ 1" W

N 00 ° 04’ 20"

N 0 7°

53’

" W

N ’ 4

N 6° 6’ 8" W

° 0 9’

" W

° 1 6’

" W

N 0 6°

25’

" W

° 0 3’

" W

N 10° 07’ 29" E

N ’ 3

WN 38° 15’ 16" E

N 18° 06’ 14" E

W N ’ 0

N 28° 36’ 38" E

N 15° 04’ 07" E

N 51° 50’ 34" E

N 20° 10 ’ 57" E

4°

5’

7" W

S 0 4° 3

7’ 3 7" E

S 13° 08’ 02" W

S 28° 04’ 21" W S 07° 01’

42" W

S 0 9°

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" E

S 02° 21’ 5

8" W

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S ’ 0

S 5° 6’ 6" E

S 1° 7’ 5" E

S 73° 36’ 38" E

S 64° 48’ 19" E

° 5 5’

" E

S 2° 3’ 9" E

° 0

’ 1

" E

° 0

’ 5

" W

S 54° 10’ 12" W

S 14° 52’ 00" W

(3 .3 ’ R e c

(2 .1

’ R e c

(1430.85’ Rec)

L V

E R

MH MH

17.80’

L=534.73

R=1800.0

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P .I.

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(typ) to be removed

Existing berms

E x is ti n g C o n d it io n s

Property boundary

0 20010050100

Scale 1" = 100 ft

(See Note #3) removed by others.

Existing hydrants to be

Baseline

Berms are generally 2’ to 4’ high.

material to be reused onsite.

Existing berms to be removed;

G-101

SHEET 3 OF 27

H yr at u bir

T k ee rC ec al P d lO yra tubirT keerC ecal

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O to be modified Existing channels

Notes:

Baseline Coordinates:

Areas to be protected material resued onsite Existing berms to be removed;

A y= 164086.0577 x= 934162.5866 y= 165489.8829 x= 934517.7653 y= 166425.9811 x= 934163.9819

Legend existing topographic survey data See Sheets V-101 through V-111 for detailed proximity to the property boundary.

his operations might be affected by their ensure that this action has occurred, if he believes NYSDEP. It is the Contractor’s responsibility to property are to be disconnected/removed by the Two hydrants along the southerly border of the be reused onsite.

Berm material (after clearing and grubbing), will documents.

A copy of the permit can be found in the contract NYSDEC Mitigation Permit # 2-6403-00037/00019.

Protected areas: Approx 3.19 acres (based on

Excavation Plan) information, Sheet C-102, Soil boring (See detailed

Existing channels to be modified

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SHEET

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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Limit of disturbance

Notes:

0 100 20050100

Scale 1" = 100 ft

G-102

C le a ri n g a n d G ru b b in g P la n P ro je c t L im it s

Permit #2-6403-00037/00019 required by the NYSDEC Mitigation Designated "Protected Areas" are clearing, grubbing, and construction activities.

identify desirable trees that are to be protected during shall, with the concurrence of the Project Biologist, Prior to clearing and grubbing activities, the Contractor

keer C ecal

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E934 clearing and grubbing Area of herbicide application, Legend activities grubbing, and construction application, clearing and protected from herbicide Protected Areas - To be by the Project Biologist to be cleared will be determined Limited tree clearing. Trees native species are planted.

rhizomes to prevent its reinvasion once theaustralis phragmitesto completely remove the invasive vegetative material. The focus of this stripping is shall include the stripping of the top 6" to 18" of completed in accordance with the specifications, and Herbicide application, clearing and grubbing shall be and the removal of any sediments trapped behind it.

be limited to the installation of the turbidity curtain Activities within Old Place Creek and its tributary shall

NYCDOT.

expense, and to the satisfaction of the COR and the (NYCDOT) will be repaired at the Contractor’s and operated by the NYC Dept of Transportation Any damage to pavement other facilites owned Disturbance along Gulf Avenue shall be minimized.

SHEET 4 OF 27

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SHEET

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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B a s e li n e .t b l

-10

13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00

-10

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00

Vertical: 1" = 5’

Horizontal: 1" = 50’

S ta t o S ta

B a s e li n e P ro fi le

G-201

SHEET 5 OF 27

Area Protected

Station 0+00 to 13+00 Baseline Profile

Station 13+00 to 25+00 Baseline Profile no grading and clean fill only;

Clearing & grubbing

Area Protected

Vertical: 1" = 5’

Horizontal: 1" = 50’

Proposed grade from onsite Fill material design grade 6" clean fill to meet

Legend

& grubbing removal of 9" for clearing Existing grade after to remain Existing channel

New channel Shift/ modify existing channel

0 100 100 200FT

SCALE: 1’’= 100’

G ra d in g P la n

Protected areas

N Property boundary

C-101

SHEET 6 OF 27

Legend equipment especially when using vehicles and mechanical Extreme caution shall be exercised at all times, areas at a slope not to exceed 1V to 3H (33%).

perimeter of the project site and at the protected Design grades shall meet existing grades at the

General Notes.)

Also, see Notes #8 though 14, Sheet G-002, Cross-Sections, Sheet Nos. C-301 through C-307.

clean fill is brought to grade (See Excavation Vegetation will be planted after the 6-inch layer of tolerance of +/- 0.1 ft grading, as shown on this plan, to within a The Contractor is responsible to provide uniform

Sand Measured in Place," of the specifications.

Sections 31 00 00, "Earthwork," and 31 00 10, "Clean elevations with a 6-inch layer of clean fill, as specified in inches. The grades will be brought up to their final Contractor shall grade to the final elevations minus 6 Elevations shown are the finished elevations. The

Notes:

yra tubirT keerC ecal

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-G ra d in g .d g n

C-101

G ra d in g P la n

1.0

2.0

3.0

3.0 3 .0

3.0

4.0

5.0

6.0

0+00 1+00 2+00 3+00 4+00 5+00 6+00 keer C ecal

P dl

7+00 8+00 yr at u bir

T k ee rC ec al P d lO

9+00 view dep endent kee rC ec al

P dl

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R K

A P

P R of Engineers

US Army Corps

D A

T E

S U

B M

T E

D B

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

A N

S I

P L

O T

T E

D B

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

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REFERENCE

SHEET

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

M A

R D

E R

C E

N A

N -E

N -H

E C

O S

Y S

T E

M R

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T O

R A

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E A

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O U

R C

E S B

R A

N C

G S

O ld

P la c e

C rk

G o e th a ls

M it ig a ti o n \1 c t d e s ig n \D

G N \S h e e t fi le s \0

-G ra d in g .d g n

O ld

P la c e

C rk

G o e th a ls

M it ig a ti o n \9 p c t d e s ig n \P e n t a b le s \O

P C g ra d in g .t b l

S T

A T

E N I S

L A

N D

N E

W Y

O R

A T O

L D P

L A

C E C

R E

E K

W E

T L

A N

D M

A T

N P

R O J E

E T

H A

L S B

G E R

E P

L A

C E

M E

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S U

B M

T E

D B

P L

O T D

A T

D A

T E

M A

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D E

S C

N A

P P

D A

T E

C O

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R A

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A N

S I

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New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

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SHEET

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

M A

R D

E R

C E

N A

N -E

N -H

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T O

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M it ig a ti o n \1 c t d e s ig n \D

G N \S h e e t fi le s \0

-E x c a v a ti o n .d g n

O ld

P la c e

C rk

G o e th a ls

M it ig a ti o n \9 p c t d e s ig n \P e n t a b le s \O

P C c u t-fi ll .t b l

S T

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R O J E

E T

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L S B

G E R

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C E

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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 view dep endent

10+00

11+00 12+00

13+00

14+00

P .I.

005439E

E933

E934

E935

E-3

E-1

B-2

B-1

B-9

B-3

B-4

B-5

B-6

B-7

B-8

E-2

E-5

E-4 yr at u bir

T k ee rC ec al P d lO yra tubirT keerC ecal

P dl O kee rC ec al

P dl

O keer C ecal

P dl

Gulf Ave

C-102

E x c a v a ti o n P la n

0 100 100 200FT

SCALE: 1’’= 100’

B-10

SHEET 7 of 27

3 ft

1.5 ft

0.5 ft

1.5 ft

2.0 ft

1.5 ft

Legend

Boring Coordinates of offsite.

non-hazardous material to the depth indicated and dispose of 25’ and and to an assumed depth of 9". Excavate the underlying to be clean. Excavate clearing & grubbing layer to a radius regulatory exceedances. Clearing & grubbing layer assumed Soil boring with presence of non-hazardous material with offisite.

cleared/grubbed material and underlying excavated materal non-hazardous material to the depth indicated. Dispose of the assumed depth of 9". Continue to excavate the underlying Excavate clearing & grubbing layer to a radius of 25’ and to an regulatory exceedances within the clearing & grubbing layer.

Soil boring with presence of non-hazardous material with activities.

disturbed during clearing & grubbing and/or excavation with regulatory exceedances at a depth expected to be Soil boring without the presence of non-hazardous material at 9" average depth).

clearing & grubbing activities (assumed Approximate areas of excavation after

1.5 ft

3 ft

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

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A P

P R of Engineers

US Army Corps

D A

T E

S U

B M

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D B

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

A N

S I

P L

O T

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D B

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

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R D

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REFERENCE

SHEET

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

M A

R D

E R

C E

N A

N -E

N -H

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O S

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M R

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T O

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O U

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G S

O ld

P la c e

C rk

G o e th a ls

M it ig a ti o n \9 p c t d e s ig n \D

G N s \S h e e t F il e s \0

-X -s e c ti o n s .d g n

O ld

P la c e

C rk

G o e th a ls

M it ig a ti o n \9 p c t d e s ig n \P e n t a b le s \O

P C x s e c ti o n s .t b l

S T

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E N I S

L A

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C E C

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G E R

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-5

0 50 100 150 200 250 300 350 400-50

0+00

-5

0 50 100 150 200 250 300 350 400-50-100-150-200

1+00

-5

-5 0 50 100 150 200 250 300 350 400-50-100-150-200-250-300

2+00

-5

0 50 100 150 200 250 300 350 400-50-100-150-200-250-300

3+00

-5

-10

0 50 100 150 200 250 300 350 400-50-100-150-200-250-300

4+00

-5

-10

-5 0 50 100 150-50-100-150-200-250-300-350

5+00

-5

-10 0 50 100 150 200 250-50-100-150-200-250-300

6+00

-5

-10

0 50 50 100FT

H SCALE: 1’’= 50’

S T

A t o

E x c a v a ti o n C ro s s -S e c ti o n s

C-301

SHEET 8 OF 27

Design grade without 6" clean fill layer

Areas of excavation

Legend for clearing and grubbing Elevation after removal of min. 9"

B A

S E

A T

N N

E N

A M

D W

N B

C K

D B

D E

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D B

D E

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A P

P R of Engineers

US Army Corps

D A

T E

S U

B M

T E

D B

P L

O T D

A T

D A

T E

M A

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D E

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N A

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New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

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R D

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NUMBER

REFERENCE

SHEET

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

M A

R D

E R

C E

N A

N -E

N -H

E C

O S

Y S

T E

M R

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T O

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R A

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G S

O ld

P la c e

C rk

G o e th a ls

M it ig a ti o n \9 p c t d e s ig n \D

G N s \S h e e t F il e s \0

-X -s e c ti o n s .d g n

O ld

P la c e

C rk

G o e th a ls

M it ig a ti o n \9 p c t d e s ig n \P e n t a b le s \O

P C x s e c ti o n s .t b l

S T

A T

E N I S

L A

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N E

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L D P

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C E C

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R O J E

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G E R

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L A

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-5

-10

0 50 100 150 200 250 300 350 400-50-100-150-200-250-300

7+00

-5

-10

0 50 100 150 200 250 300 350-50-100-150-200-250

8+00

-5

0 50 100 150 200 250 300 350 400-50-100-150

9+00

0 50 100 150 200 250 300 350 400-50-100-150-200-250

10+00

-5

0 50 100 150 200 250 300 350 400-50-100-150-200

11+00

0 50 100 150 200 250 300 350 400-50-100-150-200-250-300-350-400-450

12+00

-5 0 50 100 150 200 250 300 350 400-50-100-150-200-250-300-350-400-450

13+00

-5

-10

-5

-10

-5

E x c a v a ti o n C ro s s -S e c ti o n s

0 50 50 100FT

H SCALE: 1’’= 50’

C-302

SHEET 9 OF 27

Design grade without 6" clean fill layer

Areas of excavation

Legend for clearing and grubbing Elevation after removal of min. 9"

Area Protected

S T

A t o S

T A

B A

S E

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

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A P

P R of Engineers

US Army Corps

D A

T E

S U

B M

T E

D B

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

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D A

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C O

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A N

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New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

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M Y E

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E E

R D

T R

NUMBER

REFERENCE

SHEET

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

M A

R D

E R

C E

N A

N -E

N -H

E C

O S

Y S

T E

M R

E S

T O

R A

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O U

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E S B

R A

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G S

O ld

P la c e

C rk

G o e th a ls

M it ig a ti o n \1 c t d e s ig n \D

G N \S h e e t fi le s \0

-X -s e c ti o n s .d g n

O ld

P la c e

C rk

G o e th a ls

M it ig a ti o n \9 p c t d e s ig n \P e n t a b le s \O

P C x s e c ti o n s .t b l

S T

A T

E N I S

L A

N D

N E

W Y

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A T O

L D P

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C E C

R E

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W E

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R O J E

E T

H A

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G E R

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L A

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0 50 100 150 200 250 300 350 400-50-100-150-200-250-300

14+00

0 50 100 150 200 250 300 350 400-50-100-150-200-250-300

14+48

0 50 100 150 200 250 300 350 400 450-50-100-150-200-250-300-350-400-450

15+00

0 50 100 150 200 250 300 350 400 450-50-100-150-200-250-300-350-400-450

16+00

0 50 100 150 200 250 300-50-100-150-200-250

17+00

0 50 100 150 200 250 300-50-100-150-200-250-300

18+00

0 50 100 150 200 250-50-100-150-200-250

19+00

-5

E x c a v a ti o n C ro s s -S e c ti o n s

0 50 50 100FT

H SCALE: 1’’= 50’

S T

A t o S

T A

C-303

Design grade without 6" clean fill layer clearing and grubbing Existing elevation after removal for 6"

Areas of excavation

Legend

Area Protected

SHEET 10 OF 27

B A

S E

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

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S C

2 3

4 5

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S U

B M

T E

D B

P L

O T D

A T

D A

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M A

R K

D E

S C

N A

P P

D A

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C O

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R A

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New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

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M Y E

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R D

T R

NUMBER

REFERENCE

SHEET

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

M A

R D

E R

C E

N A

N -E

N -H

E C

O S

Y S

T E

M R

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T O

R A

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O U

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E S B

R A

N C

G S

O ld

P la c e

C rk

G o e th a ls

M it ig a ti o n \1 c t d e s ig n \D

G N \S h e e t fi le s \0

-X -s e c ti o n s .d g n

O ld

P la c e

C rk

G o e th a ls

M it ig a ti o n \9 p c t d e s ig n \P e n t a b le s \O

P C x s e c ti o n s .t b l

S T

A T

E N I S

L A

N D

N E

W Y

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A T O

L D P

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C E C

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R O J E

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H A

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G E R

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L A

C E

M E

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0 50 100 150 200-50-100-150-200-250

20+00

0 50 100 150-50-100-150-200-250

21+00

0 50 100 150-50-100-150-200

22+00

0 50 100 150-50-100

23+00

-5

0 50 100-50-100

24+00

-5

E x c a v a ti o n C ro s s -S e c ti o n s

Design grade without 6" clean fill layer

Areas of excavation

0 50 50 100FT

H SCALE: 1’’= 50’

S T

A t o S

T A

C-304

Legend for clearing and grubbing Elevation after removal of min. 9"

Area Protected

SHEET 11 OF 27

B A

S E

keer C ecal

P dl

O yr at u bir

T k ee rC ec al P d lO view dep endent

L V

E R

TL=534.73

R=1800.0 kee rC ec al

P dl

O yra tubirT keerC ecal

P dl O

C.L.F.

Gulf Ave

C.L.F

C.L .F.

C.L.F.

H DY

C .L .F

005439E

Gulf Ave

E933

E934

E935

SHEET OF

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

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A P

P R of Engineers

US Army Corps

D A

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S U

B M

T E

D B

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N A

P P

D A

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C O

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R A

C T N

A N

S I

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D B

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

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R D

T R

NUMBER

REFERENCE

SHEET

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

M A

R D

E R

C E

N A

N -E

N -H

E C

O S

Y S

T E

M R

E S

T O

R A

N T

E A

E S

O U

R C

E S B

R A

N C

G S

S T

A T

E N I S

L A

N D

N E

W Y

O R

O L

D P

L A

C E C

R E

E K M

A T

N S

O ld

P la c e

C rk

G o e th a ls

M it ig a ti o n \9 p c t d e s ig n \D

G N s \S h e e t F il e s \0

-S o il e ro s io n .d g n

O ld

P la c e

C rk

G o e th a ls

M it ig a ti o n \9 p c t d e s ig n \P e n t a b le s \O

P C s o il e ro s io n .t b l

100050 200100

Scale: 1" = 100’ areas (typ) around protected

Construction fence protection (typ) Drainage structure inlet of Old Place Creek to tie in on north side Perimeter security fence

Property boundary and exit construction entrance Security gate across exit with security gate Proposed construction

(See area of detail.)

into high ground turbidty curtain and tie Silt fence to overlap

Turbidity curtain

Silt fence

Construction (orange) fence

Protected areas

Legend

Inlet protection (gravel bag)

(See Note # 5)

Turbidity curtain (typ) mouth (typ) cross over channel

Turbity barrier not to

2-year maintenance period.

These restorations shall be made at the conclusion of the are disturbed as a result of the construction entrance and exit.

NYCDOT and the COR - the areas along Gulf Avenue that

3. The Contractor shall restore - to the satisfaction of the if deemed necessary by the COR.

2. Additional erosion control measures shall be provided shall be maintained throughout the duration of the project.

installed prior to breaking ground for any project work and

1. All soil erosion and sediment control measures shall be

Notes:

length should not exceed 1000 lf at any given time.

the waterway(s) during construction activities. Maximum deployed from the open work area(s) is/are prevented from entering

5. Turbidity curtain is to be deployed to ensure eroded sediments feels there is a more preferable location.

Contractor may suggest a different location to the COR if he

4. The staging area shown is only a suggested placement. The

(See Notes #3 & 4.)

entrance and equipment staging area.

Proposed location for construction

Fence (Chain Link) Perimeter Security

Perimeter security fence

(Chain Link) lia ted fo aerA and tie in to high ground.

to Gulf Ave. above headwall Turn silt fence perpendicular

(See Note #5)

Turbidity curtain (typ)

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GC-101

yra tubirT keerC ecal

P dl O kee rC ec al

P dl

O keer C ecal

P dl

Gulf Ave

SHEET 12 OF 27

ft m in curtain Turbidity ground.

least 50 ft; tie into high to turbidity curtain for at Run silt fence parallel

A T

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P R of Engineers

US Army Corps

D A

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New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

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NUMBER

REFERENCE

SHEET

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

M A

R D

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O ld

P la c e

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G o e th a ls

M it ig a ti o n \9 p c t d e s ig n \D

G N s \M o d e l F il e s \D e ta il s .d g n

/2 /2

O ld

P la c e

C rk

G o e th a ls

M it ig a ti o n \9 p c t d e s ig n \P e n t a b le s \O

P C ti tl e p a g e .t b l

Silt Fence Isometric View

Ru no ff

Silt Fence Elevation View ground surface and tamp in place.

Bury foot of geotextile 6’ below

6" x 6" trench.

Runoff gauge with with mesh spacing 6" max.)2 1(min. 14

Woven wire fence as reinforcement, if necessary.

16"

6’ max c-to-c if necessary for reinforcement mesh spacing 6" max.)

gage with

(min. 14

W oven wire fence minimum of 16" into ground

Fence post embedded a

Runoff direction into ground.

posts driven min 16"

48" min. length fence height fence post

48" minimum above ground =24" min.

Height of geotextile above ground = 24" min

Height of geotextile

FLOW FLOW

PLAN VIEW

FLOW FLOW

STRUCTURE

DRAINAGE

(T Y

ELEVATION VIEW

(GRAVEL BAG)

DRAINAGE STRUCTURE INLET PROTECTION - TEMPORARY

n.t.s.

Rotate both posts at least

360 degrees in a clockwise direction to create a tight seal with the geotextile

Place the end post of the 2nd fence inside the end post of the 1st fence.

modified for this project Source: State of NY Dept of Transportation, detail sheet 209-03, Feb 2010;

MAXIMUM DRAINAGE AREA FOR EACH INLET IS ONE ACRE.

UNSUITABLE MATERIAL.

THE HEIGHT OF THE GRAVEL BAGS; SEDIMENT SHALL BE DISPOSED OF AS

SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF

REQUIRED.

PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS

" OR MORE WITHIN A 24 HOUR PERIOD, OR DAILY DURING2

1RAINFALL OF

INLETS SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH

THE BAGS OF THE LAYER BELOW.

INSERTED. GRAVEL BAGS SHALL BE STAGGERED AT THE JOINTS BETWEEN

GRAVEL BAGS SHALL BE INDIVIDUALLY TIED, DOUBLE BAGGED AND INVERSELY

modified for this project Source: State of NY Dept of Transportation, detail sheet 209-06, Feb 2010;

High Water Mark (typ).

3’ minimum upland of

Shore anchor point located

Shore anchor point

EBB

FLOW

Curtain

Turbidity

Plan View

AND/OR HEAVY WAVE ACTION

TURBIDITY CURTAIN IN TIDAL WATERS

n.t.s.

10’-0" (typ). See Note 4

Work Area

Anchor points every 100 ft max

Barrier movement due to tidal exchange

To undisturbed bottom or floats (6" min).

Rope with cable with fold for water fluctuation

Approved turbidity curtain Geotextile

Existing ground/ channel bank

See Note 8

Weighted anchoring system

Elevation View

LOCATED BEHIND TURBIDITY CURTAIN.

CONCENTRATED FLOW OUTLETS SUCH AS CULVERT OUTLETS, DITCHES, ETC. SHALL NOT BE

TURBIDITY CURTAIN SHALL NOT BE PLACED ACROSS A FLOWING WATERWAY.

WATERWAYS, TO PREVENT SEDIMENTS FROM ENTERING THE WATERWAY.

THE PURPOSE OF A TURBIDITY CURTAIN IS TO SEPARATE WORK AREAS IN OR ADJACENT TO

TURBIDITY CURTAIN NOTES

TO THE CONTOUR OF THE BOTTOM ON THE WATERWAY.

THE WEIGHTED ANCHOR SYSTEM SHALL BE A TYPE THAT ALLOWS THE CURTAIN TO CONFORM

ESCAPE OF SEDIMENTS INTO THE WATERWAY.

THE TURBIDITY CURTAIN SHALL BE REMOVED BY PULLING TOWARD THE SHORE TO MINIMIZE

VELOCITY AND MOVEMENT OF THE TURBIDITY CURTAIN.

WEATHER PATTERNS AND PREVAILING WIND DIRECTIONS THAT MAY AFFECT WATER LEVELS,

THE CONTRACTOR SHALL CONTINUALLY MONITOR THE INSTALLATION, TAKING INTO ACCOUNT

INTERFERING WITH CONSTRUCTION OPERATIONS.

THE TURBIDITY CURTAIN SHALL BE PLACED AS CLOSE TO THE WORK AS POSSIBLE WITHOUT

REQUIRED. END SECTIONS SHALL TERMINATE 10’ BEYOND THE LIMIT OF DISTURBANCE.

TURBIDITY CURTAIN SHALL BE A MAXIMUM OF 100’ LONG FOR EACH SECTION OF CURTAIN

TYPICAL CONSTRUCTION ENTRANCE SECTION

16’ wide, minimum of surface flow in direction

Grade to drain

Strength Class I

Geotextile stabilization, Existing ground n.t.s.

surface runoff

Direction of or gravel, 6" thick

#3 Crushed stone

THE CONCRETE PAD SURROUNDING THE DRAINAGE STRUCTURE

GRAVEL BAGS SHALL EXTEND A MINIMUM OF 12 " FROM THE EDGE OF

DRAINAGE STRUCTURE, FOR A MINIMUM HEIGHT OF 18".

GRAVEL BAGS SHALL BE STACKED IN AT LEAST 3 COURSES ABOVE THE

DAMAGED DURING USE.

PREVENT SEDIMENT FROM ENTERING A DRAINAGE SYSTEM IF BAGS ARE

GRAVEL BAGS ARE FILLED WITH CLEAN STONE RATHER THAN SAND TO

WATER WHICH ALLOWS SEDIMENT TO FALL OUT OF SUSPENSION.

PREVENT SEDIMENT FROM ENTERING A DRAINAGE SYSTEM BY PONDING

THE PRIMARY PURPOSE OF DRAINAGE STRUCTURE INLET PROTECTION IS TO

DRAINAGE STRUCTURE INLET PROTECTION NOTES:

(m in

CONSTRUCTION FENCE

TREE PROTECTION FENCE/

n.t.s.

minimum weight per foot minimum length and 1-lb, 6-oz Steel post, u-channel with 5-ft

8’ max ties, UV rated fence; attach to post with zip

Plastic orange construction modified for this project Source: State of NY Dept of Transportation, detail sheet 209-05, Feb 2010;

UNDER BOTH ENTRANCE AND EXIT ROADS.

SHALL BE ESTABLISHED AT THE CONSTRUCTION EXIT. DRAINAGE CULVERTS SHALL BE USED

IF SEPARATE ENTRANCES AND EXITS ARE USED, THE ANTI-TRACKING PAD AND WASH AREA

DRIVEWAY PER NYSDOT STANDARD DETAIL FOR "DRIVEWAY ENTRANCE LAYOUT".

LAYOUT DRIVEWAY OPENING PER TAPER METHOD OF LAYOUT FOR A MINOR COMMERCIAL

SAFETY END SECTIONS OR GRATING TO ENSURE TRAVERSABILITY.

DRAINAGE PIPES OVER 20" DIA. THAT ARE NOT BEHIND ROADSIDE BARRIER SHALL INCLUDE

PAVEMENT.

OF 6" OF #3 CRUSHED STONE OR GRAVEL ENTRANCE MATERIAL UP TO THE EDGE OF

THE CONTRACTOR SHALL GRADE TO PREPARE AND SMOOTH ORIGINAL GROUND FOR PLACEMENT

THE ENGINEER.

CONSTRUCTION ENTRANCES MAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL BY

FLOWS (12" MIN.). ALTERNATIVE WAYS OF TRANSPORTING DITCH DRAINAGE ACROSS

PROPOSED DRAINAGE PIPES SHALL BE SIZED WITH SUFFICIENT CAPACITY TO CARRY DITCH

WASHING AREAS.

A 30’ WASH AREA SHALL BE PROVIDED, ADDITIONAL GRADING MAY BE REQUIRED TO PROVIDE

MODIFICATIONS MAY BE REQUIRED TO MATCH FIELD CONDITIONS.

NOTES:

THE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR STREETS.

THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE OR ELIMINATE

APPLICATION NOTES:

Legend integrity of curtain varies to maintain structural Distance necessary n.t.s.

When joining two sections of silt fence:

shall be disposed of as unsuitable material.

or when it causes bulges or breaches in the fabric. Sediment shall be removed when it reaches a depth of 6" against the fabric, or after each major rainfall event. Accumulated sediment

Silt fence shall be inspected a minimum of every seven days equivalent.

Prefabricated units shall be GeoFab, EnviroFence, or approved sediment accumulation against the fence.

ties to prevent blow-out of the buried geotextile due to wire ties. The bottom of the fabric shall be reinforced with securely to the fenceposts with evenly-spaced zip ties or downslope side of the fabric. Fabric shall be fastened of 6" below ground; posts shall be installed on the

The bottom of the silt fence shall be buried a minimum

COR shall make the final decision.

whether reinforcing wire mesh fence should be used, the severity of sedimentation. Where there is a discrepancy as to

Wire mesh may be optional, depending on the likelihood or flow.

across a flowing natural channel or areas of concentrated

Silt fence shall be installed along a contour and not

Notes:

modified for this project Source: State of NY Dept of Transportation, detail sheet 209-05, Feb 2010;

95%.

THE CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED IN 6-INCH LIFTS AND COMPACTED TO

UNDER BOTH ENTRANCE AND EXIT ROADS.

SHALL BE ESTABLISHED AT THE CONSTRUCTION EXIT. DRAINAGE CULVERTS SHALL BE USED

IF SEPARATE ENTRANCES AND EXITS ARE USED, THE ANTI-TRACKING PAD AND WASH AREA

PAD ARE DRAINING AND OPERATING AS INTENDED.

PERIODIC MAINTENANCE IS REQUIRED TO ENSURE THE WASH AREA AND ANTI-TRACKING

DRIVEWAY. (NYSDOT DETAIL SHEET 209-05, CONSTRUCTION ENTRANCE DETAILS)

LAYOUT DRIVEWAY OPENING PER TAPER METHOD OF LAYOUT FOR A MINOR COMMERCIAL

PAVEMENT.

OF 6" OF #3 CRUSHED STONE OR GRAVEL ENTRANCE MATERIAL UP TO THE EDGE OF

THE CONTRACTOR SHALL GRADE TO PREPARE AND SMOOTH ORIGINAL GROUND FOR PLACEMENT

WASHING AREA.

A 30’ WASH AREA SHALL BE PROVIDED, ADDITIONAL GRADING IS REQUIRED TO PROVIDE

MODIFICATIONS MAY BE REQUIRED TO MATCH FIELD CONDITIONS.

THE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR STREETS.

THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE OR ELIMINATE

TYPICAL CONSTRUCTION ENTRANCE NOTES

S o il E ro s io n S e d im e n t

C o n tr o l

D e ta il s

C o n s tr u c ti o n D e ta il s

GC-501

SHEET 13 OF 27

m in min 12" pad surrounding inlet from edge of concrete a minimum of 12" Stack gravel bags

12"

50’ min. length measured along centerline of construction entrance (see Notes 1 and 2).

(typ) 24" transition Washing area, 30’ min (See Note 2).

12" (typ) or gravel, min.

6" crushed stone

Highway edge of pavement of travel lane Outside edge over pipe 12" min. cover

Strength Class I Geotextile stabilization construction entrance (See Note 4).

smooth sag vertical curve along Grade as necessary to provide

Original grade of embankment material Fill material, to meet requrments

(Cut and Ditch Sections) Typical Construction Entrance - Profile View

(See Note 3) Drainage pipe

50’ min. length measured along centerline of construction entrance.

CLw id th m in im u m

L a y o u t li n e

1.5

Skew angle 0 o and mulch Temporary seed

(Cut and Ditch Sections) Typical Construction Entrance - Plan View

H ig h w a y e d g e o f p a v e m e n t

O u ts id e e d g e o f tr a v e l la n e n.t.s.

n.t.s.

if necessary (See Note 3) Drainage pipe, 12" min, 1.

A T

N N

E N

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N B

C K

D B

D E

N E

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D E

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2 3

4 5

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A P

P R of Engineers

US Army Corps

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New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

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NUMBER

REFERENCE

SHEET

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

M A

R D

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O ld

P la c e

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G o e th a ls

M it ig a ti o n \1 c t d e s ig n \D

G N \S h e e t fi le s \0

-P la n ti n g -p la n .d g n

O ld

P la c e

C rk

G o e th a ls

M it ig a ti o n \9 p c t d e s ig n \P e n t a b le s \O

P C p la n ti n g p la n .t b l

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0+00 1+00 2+00 3+00 4+00 5+00 6+00 keer C ecal

P dl

7+00 8+00 yr at u bir

T k ee rC ec al P d lO

9+00 view dep endent

L=534.73

R=1800.0 kee rC ec al

P dl

10+00 yra tubirT keerC ecal

P dl O

11+00

Gulf Ave

12+00

13+00

14+00

P .I.

005439E

Gulf Ave

E933

E934

E935

E935 keer C ecal

P dl

O kee rC ec al

P dl

O yra tubirT keerC ecal

P dl O yr at u bir

T k ee rC ec al P d lO

Gulf Ave

P la n ti n g P la n

L-101

Legend

Elev 2.5 ft to 2.7 ft Transition: 1.20 ac

Elev 1.0 ft to 2.7 ft Low Marsh: 10.50 ac

Elev 2.7 ft to 3.0 ft High Marsh: 2.60 ac

Elev 3.0 ft and above Scrub-Shrub: 7.90 ac

SHEET 14 OF 27

1.Total of 22.20 acres planted vegetation.

Notes:

in addition to being planted with shrubs and grass plugs.

2.Scrub-shrub areas will be seeded with Maritime Scrub/Shrub mix with Grassland Mix (2.1 ac) design footprint to be planted Additional area outside

Property boundary

0 100 100 200FT

SCALE: 1’’= 100’

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US Army Corps

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New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

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M Y E

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R D

T R

NUMBER

REFERENCE

SHEET

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

M A

R D

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M it ig a ti o n \1 c t d e s ig n \D

G N \S h e e t fi le s \0

-H e rb iv o ry -f e n c e -d e ta il s .d g n

O ld

P la c e

C rk

G o e th a ls

M it ig a ti o n \9 p c t d e s ig n \P e n t a b le s \O

P C h e rb -f e n c e -d e ta il s .t b l

S T

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E N I S

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1.0

2.0

3.0

3.0 3 .0

3.0

4.0

5.0

6.0

.0 keer C ecal

P dl

O yr at u bir

T k ee rC ec al P d lO view dep endent kee rC ec al

P dl

O yra tubirT keerC ecal

P dl O

Gulf Ave

005439E

Gulf Ave

E933

E934

E935

50’

100’

2’

202’ 2’ accessway

CELL LAYOUT

HERBIVORY FENCE

n.t.s.

150’

50 ft (typ)

(typ)

10 ft ft nylon twine (typ)

Flagging tied to

Interior stake

Perimeter stake (typ)

Perimeter (Deer) fence

Nylon twine (typ)

INTERIOR TWINE DETAIL

HERBIVORY FENCE CELL

Plan view n.t.s.

6’-0"

2’-0"

MYLAR TAPE (TYP.)

8’ (MIN.) x 2" x 2" HARDWOOD STAKE (TYP.)

3’-0" (TYP.)

2" X 2.75" MESH OPENINGS

SECURED TO STAKES WITH

EXISTING

GRADE

MINIMUM

NOTE:

TOP OF HERBIVORY FENCE SHALL BE

A MINIMUM OF 1’ ABOVE THE MEAN

HIGH WATER ELEVATION.

BLACK DEER FENCE FABRIC

ZIP-TIES

10’-0" (TYP.)

HERBIVORY FENCE, MARSH

n.t.s.

TOP OF THE FENCE FABRIC AND ALONG THE INTERIOR NYLON TWINE EVERY 3 FEET.

(BOTH PERIMETER AND INTERIOR). THE FLAGGING SHALL ALSO BE TIED ALONG THE

OF TAPE FROM THE TIE, SHALL BE TIED TO THE TOP OF EACH HARDWOOD STAKE

NOTE FOR ON HERBIVORY FENCE: MYLAR FLAGGING, TRAILING AT LEAST 12 INCHES

of the individual cells.

drawings to facilitate the referencing and monitoring system for his working drawings and final as-built

3. The Contractor shall develop a cell numbering

Notes:

minimum 2’ accessway between groups.

Cells in groups of up to 4 to 6 with

Herbivory fence (sample placement):

between groups of cells

Min. 2’ accessway altered to adapt to the topography.

i…

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