Plans ORIENT_HARBOR-8022010.pdf

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INDEX TO DRAWINGS

DRAWING No. DESCRIPTIONS SHEET No.

PROJECT SITE

ATL

ANTIC

O

CEAN

PROJECT LOCATION

GARDIN

ERS B

AY

LONG ISLAND SOUND

G-001 COVER SHEET & INDEX TO DRAWINGS

G-002 GENERAL NOTES & ABBREVIATIONS

G-003 GENERAL PLAN & ALIGNMENT DATA

D-101 ROCK & HARD MATERIAL REMOVAL AREA

C-101 PLAN STA. 0-15 TO STA. 3+57.13

C-301 CROSS SECTIONS STA. 0+10 TO STA. 1+75

C-302 CROSS SECTIONS STA. 2+00 TO STA. 3+59.13

R-101 NYS DOT BOX BEAM MEDIAN BARRIER 606-05

R-102 NYS DOT BOX BEAM END ASSEMBLY, TYPE III

GRADING, PAVEMENT, & LAYOUT DETAILS 606-06

R-103 MOWSTRIP, PAVEMENT & GEOTEXTILE DETAILS

R-104 NYS DOT TEMPORARY CONCRETE BARRIER (1 OF 2)

R-105 NYS DOT TEMPORARY CONCRETE BARRIER (2 OF 2)

R-106 NYS DOT UTILITY RELOCATIONS

R-107 NYS DOT SHOULDER CLOSURE 619-20 & TRAFFIC

RESTRICTION SIGN

R-108 NYS DOT WORK ZONE TRAFFIC CONTROL FOR SHORT

DURATION, FOR WORKING AREA ON 2-LANE,

2-WAY ROADWAY

V-101 SURVEY DRAWING

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SHEET OF 16

APPROVED FOR TECHNICAL ADEQUACY BY:

DATE

DATE

DATE

DATE

DATE

APPROVED BY:

APPROVAL RECOMMENDED BY:

This project was designed by the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment as required by ER 1110-1-8152.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL

OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

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DESIGN TEAM LEADER

CHIEF, DESIGN BRANCH

CONCURRED BY:

TECHNICAL MANAGER

APPROVAL RECOMMENDED BY:

CHIEF, ENGINEERING MANAGEMENT BRANCH

CHIEF, ENGINEERING DIVISION

New York District

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NOT TO SCALE NOT TO SCALE

LOCATION PLAN

US Army Corps of Engineers

New York District

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

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

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

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EMERGENCY SHORELINE

PROTECTION PROJECT

ORIENT HARBOR

TOWN OF SOUTHOLD, NY

PROJECT NUMBER: 145191

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2. ELEVATIONS ARE IN FEET AND ARE REFERENCED TO THE NORTH

AMERICAN VERTICAL DATUM 1988 (NAVD 88).

3. CONTOUR INTERVAL IS 1 FOOT. CONTOURS ARE COMPUTER

GENERATED.

4. THE INFORMATION PRESENTED ON THESE PLANS REPRESENTS THE

RESULTS OF SURVEY PERFORMED BY THE NY STATE DEPARTMENT OF

TRANSPORTATION IN FALL 2007 AND CAN ONLY BE CONSIDERED AS

INDICATING THE CONDITIONS EXISTING AT THAT TIME. THE SANDY

BEACH AREA IS SUBJECT TO STORM EROSION, AND FILL IS PLACED

SOUTH OF STATE ROUTE #25 FOLLOWING STORMS AS NEEDED.

CONTRACTOR SHALL VERIFY EXISTING CONDITIONS BEFORE STARTING

WORK AND IMMEDIATELY NOTIFY CONTRACTING OFFICER OF ANY

DISCREPANCIES.

5. LIMITS OF CONTRACTORS WORKING AREA SHOWN MAY BE REVISED

BASED ON CONDITIONS AT THE START OF CONSTRUCTION, AS

DIRECTED BY THE CONTRACTING OFFICER.

6. STONE ON THESE DRAWINGS ARE SHOWN SYMBOLICALLY ONLY. FOR

ACTUAL SIZES AND SHAPES SEE SPECIFICATIONS.

7. THE CONTRACTOR MUST COMPLY WITH USACE SAFETY REQUIREMENT

SPECIFICATION 01 35 26 GOVERNMENT SAFETY REQUIREMENTS.

8. THE CONTRACTING OFFICER SHALL BE NOTIFIED IN WRITING OF ANY

CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE

CONTRACTOR�S WORK SHALL NOT VARY FROM THE PLANS WITHOUT

THE EXPRESS WRITTEN APPROVAL OF THE CONTRACTING OFFICER.

GENERAL NOTES:

1. GRID SYSTEM IS IN FEET AND IS THE NEW YORK STATE PLANE

COORDINATE SYSTEM (NAD 83).

ABBREVIATIONS

TYP = TYPICAL

F’c = COMPRESSIVE STRENGTH OF CONCRETE

MHW = MEAN HIGH WATER (0.94 FT. NAVD)

9. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL

INSPECT ACTUAL CONDITIONS OF THE EXISTING SITE AND VERIFY

QUANTITIES OF ANTICIPATED WORK. A REPORT ON THIS VERIFICATION

INCLUDING PHOTO DOCUMENTATION OF PRECONSTRUCTION

CONDITIONS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER.

10.THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A NEW YORK

STATE LICENSED PROFESSIONAL ENGINEER TO PREPARE AND SIGN

A VEHICULAR AND OTHER TRAFFIC CONTROL PLAN. VEHICULAR AND

OTHER TRAFFIC CONTROL PLAN SHALL BE IN COMPLIANCE WITH

NYSDOT STANDARDS AND IS SUBJECT TO THE APPROVAL OF THE

NYSDOT. ANY VARIATION FROM STANDARD DOT ROAD CLOSURE

PROCEDURES SHOWN ON SHEETS R-107 THROUGH R-108 WILL

REQUIRE SUBMISSION AND APPROVAL UNDER THE HIGHWAY WORK

PERMIT.

3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 DELIVERED IN FLAT SHEETS.

4. ALL REINFORCING STEEL SHALL BE ASTM A-615 (GRADE 60).

5. CONSTRUCTION JOINTS MUST BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL

BY THE ENGINEER. PROVIDE VERTICAL CONSTRUCTION JOINTS IN WALL

SPACED NOT GREATER THEN 25 FT ON CENTER.

DRAINAGE:

1. MINIMUM SLOPE FOR DRAINAGE SHOULD ALWAYS BE MAINTAINED AS NYS DOT

STANDARDS OR AS STATED IN THESE DRAWINGS.

2. EXISTING DRAINAGE STRUCTURES SHOULD BE PROTECTED AS STATED IN THE

SPECIFICATIONS.

2. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTHS OF 4000 PSI AT 28 DAYS:

UNLESS SPECIFICALLY NOTED OTHERWISE.

UTILITIES NOTES:

1. UTILITIES IN THE PROJECT AREA WERE RELOCATED AS SHOWN ON SHEET R-106.

CONTRACTOR SHOULD VERIFY LOCATION OF ALL UTILITIES PRIOR TO DIGGING.

2. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EXISTING UTILITIES NOT

TO BE RELOCATED.

EROSION CONTROL NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL SEDIMENT

AND EROSION CONTROL PRACTICES AS STATED IN THE SPECIFICATIONS,

INCLUDING THOSE REQUIRED FOR STOCKPILED MATERIAL. THE SEDIMENT AND

EROSION CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY MAJOR SOIL

DISTURBANCES, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED.

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SHEET

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NUMBERTHIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

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

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

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CAST IN PLACE CONCRETE:

1. CAST-IN-PLACE CONCRETE WORK SHALL CONFORM TO THE PROJECT MANUAL AND

LATEST AMERICAN CONCRETE INSTITUTE CODES AND STANDARDS, INCLUDING, BUT NOT LIMITED TO

ACI 301, 315, 318

6. CONCRETE SEAWALL SHALL BE CAST IN PLACE IN ACCORDANCE WITH THE

REQUIREMENTS OF NYSDOT CLASS "A" CONCRETE SPECIFICATIONS FOUND

IN TABLE 501-3 IN NYSDOT 2008 SPECIFICATIONS.

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6.

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WALL

120A

EDGE OF THE

TRAVEL LANE

EDGE OF THE

TRAVEL LANE

BEDDING STONE

BACKFILL (WIDTH

VARIES)

BEDDING STONE

BACKFILL (WIDTH

VARIES)

BEDDING STONE

DRAINAGE PAD

STA.1+25 TO

STA.1+35

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SHEET

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NUMBERTHIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

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

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

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POINT NORTHING EASTING COURSE DISTANCE BEARING

102A 357,840.77 1,446,873.59 102A- 102 43.35 N 41^08’43.11" E

102 357,873.41 1,446,902.12 102 - 114 101.41 N 38^10’39.26" E

114 357,953.13 1,446,964.80 114 - 120 99.79 N 35^26’20.01" E

120 358,034.43 1,447,022.66 120 - 127 100.48 N 32^56’08.38" E

127 358,118.76 1,447,077.29 127 - 134 100.09 N 30^32’47.48" E

134 358,204.96 1,447,128.96

REFERENCE LINE (EXISTING CONCRETE WALL)

POINT NORTHING EASTING COURSE DISTANCE BEARING

112 357,813.34 1,446,919.48 112 - 111 27.24 N 38^31’09.69" E

111 357,815.35 1,446,917.33 111 - 110 2.94 S 47^00’05.32" E

110 357,808.68 1,446,912.18 110 - 113 29.92 S 38^31’09.69" W

113 357,803.59 1,446,911.72

NOTES:

1. PROVIDE TEMPORARY CONCRETE BARRIER (DOT ITEM #619.17)

TO SEPARATE STAGING AREA FROM RT.25 TRAVEL LANE.

REFERENCE LINE

POINT NORTHING EASTING COURSE DISTANCE BEARING

102A 357,840.77 1,446,873.59 102A-102 43.35 N 41^08’43.11" E

102 357,873.41 1,446,902.12 102 -114 101.41 N 38^10’39.26" E

114 357,953.13 1,446,964.80 114 -120 99.79 N 35^26’20.01" E

120 358,034.43 1,447,022.66 120 -120A 114.21 N 54^29’23.88" E

120A 358,100.77 1,447,115.63

TEMPORARY ACCESS

LEGEND:

SURVEY BASELINE DATA

CONTRACTOR’S WORKING AREA

EDGE OF TRAVEL LANE

APPROXIMATE MEAN HIGH WATER LINE

PERMANENT ACCESS

B E

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F I L L

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STATE ROUTE 25

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SURVEY BASELINESURVEY BASELINE

REFERENCE LINE

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REMOVE & RESET ARMOR STONE AS

NEEDED TO SMOOTHLY JOIN EXISTING

SEAWALL TO NEW CONSTRUCTION

REPAIR VOIDS IN EXISTING

ARMOR STONE LAYER.

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SCALE: 1"=40’

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LEGEND:

APPROX. EXCAVATION AREA

APPROX. EXTENT OF ROCK

AND HARD MATERIAL

VISIBLE ON SURFACE

NOTES:

1. SEE SHEET R-103 FOR PAVEMENT

SAW CUTTING DETAILS.

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

SHEET

REFERENCE

NUMBERTHIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

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

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

M A

Y

R D

E R

E M

E R

G E

N C

Y S

H O

R E

L

IN

E P

R O

T E

C T

O J E

C T

O R

IE

N T H

A R

B O

R

T O

W N O

F S

O U

T H

O L

D N

E W Y

O R

K

J U

L Y

D .S .R

F .A .S

S .S

S .C

N

020 20 40FT

SCALE: 1"=20’

IT

EM

6.

S

L L

T O P

C-101

P L

A N S

T A -1

T

O

.1

PAVEMENT EDGE

LOT5.5

EXISTING

PAVEMENT

EDGE

EXISTING

PAVEMENT

EDGE

C O

N C

R E

N C

R E

EXISTING PAVEMENT EDGE

O

N C

R E

P

A I

R

P A

V E

M E

N T

A R E

A

NEW PAVEMENT AREANEW PAVEMENT AREA

S T

A

S T

A

+ 1

EXISTING

CONCRETE

WALL

120A

EDGE OF THE

TRAVEL LANE

EDGE OF THE

TRAVEL LANE

BEDDING STONE

BACKFILL (WIDTH

VARIES)

BEDDING STONE

BACKFILL (WIDTH

VARIES)

BEDDING STONE

DRAINAGE PAD

STA.1+25 TO

STA.1+35

S O

L

IC

IT

A T

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N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

US Army Corps of Engineers

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

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P P

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D A

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SHEET OF 16

O ri e n t_

H a rb o r-

C -1

.d g n

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U G -2

:2

S f i l e r o o m c i v i l

O r i e r b o r

D r a w i n g s s i b m i t t a l

S h e l e s

O r i e n t

H a r b o r

C d g n e e n d s v c

S u b m i t t e d b y

A U

G

P l t e

New York District

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

N E

W Y

O R

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

SHEET

REFERENCE

NUMBERTHIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

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

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

M A

Y

R D

E R

E M

E R

G E

N C

Y S

H O

R E

L

IN

E P

R O

T E

C T

O J E

C T

O R

IE

N T H

A R

B O

R

T O

W N O

F S

O U

T H

O L

D N

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O R

K

J U

L Y

D .S .R

F .A .S

S .S

S .C

O P O S E D

A P P R O A C H

E N D

A S S E

M B L Y

T Y P

N A

V D

EXPANSION

JOINT

EXPANSION

JOINT

B E

A C

H

F I L L

STATE ROUTE 25

STATE ROUTE 25

G A

R D I

N E

R

Y

REFERENCE LINE

SURVEY BASELINESURVEY BASELINE

REFERENCE LINE

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

T R

A N S I T I

O N

E L

E L

T R

A N S I T I

O N

E L

T R

A N S I T I

O N

E L E

V A T I

O N

E L E

V A T I

O N

E L E

V A T I

O N

S T

A

S T

A

S T

A

S T

A

S T

A

5S

T A

0 (

E X I S T I

N G

O J E C T

S T

A

S T

A

6" 40’-0"

IT

EM

6.

IT

EM

6.

NYS

DOT

T

YP

E

C

ME

DI

AN

BOX

BE

AM

A

PP

ROAC

H

EN

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LY

F L A R E

P O I N T

NYS

DOT

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BE

AM

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AI

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NYS

DOT

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B

ME

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AN

BOX

BE

AM

TE

RMI

NAL

E

ND

AS

SE

MB

LY

A R

M O R

S T

O N E

A R

M O R

S T

O N E

S L

O P E1

V

H

PA

RK

IN

G

A N

Y T

IM

E

MHW

M H

W

E L

102A

REMOVE & RESET ARMOR STONE AS

NEEDED TO SMOOTHLY JOIN EXISTING

SEAWALL TO NEW CONSTRUCTION

REPAIR VOIDS IN EXISTING

ARMOR STONE LAYER.

SEAWARD LIMIT

OF ARMOR STONE

S L

O P E

V

H

I T E

M

0"

SO

UT

H O

F

NOR

TH

END

OF

S

EAWAL

L18

0"

0’ -0

FR

OM

FL

AR

E

PO

IN

T

N Y S D

D I A N

B O X

B E A

M

G U I D E

R A I L

E L

E L

L

020 20 40FT

SCALE: 1"=20’

10 020 20 40FT

SCALE: 1"=20’

C-301

R

O S

S S

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S T

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T A

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IL

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N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

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2 3

C

4 5

A

B

M A

R K

A P

P R

US Army Corps of Engineers

D A

T E

S

IZ

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S U

B M

IT

T E

D B

Y

P L

O T D

A T

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D A

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SHEET OF 16

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C -3

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-A

U G -2

:2

S f i l e r o o m c i v i l

O r i e r b o r

D r a w i n g s s i b m i t t a l

S h e l e s

O r i e n t

H a r b o r

C d g n e e n d s v c

S u b m i t t e d b y

A U

G

P l t e

New York District

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

N E

W Y

O R

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

SHEET

REFERENCE

NUMBERTHIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

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

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

M A

Y

R D

E R

E M

E R

G E

N C

Y S

H O

R E

L

IN

E P

R O

T E

C T

O J E

C T

O R

IE

N T H

A R

B O

R

T O

W N O

F S

O U

T H

O L

D N

E W Y

O R

K

J U

L Y

D .S .R

F .A .S

S .S

S .C

1(TYP)

+6.0

-4.3

+6.0

-3.8

-5.3

+7.0

-5.3

-5.3

+7.0

-5.3

CLASS B BEDDING

STONE (TYP)

CLASS B BEDDING

STONE (TYP)

+7.0

+7.0

2(TYP)

2(TYP)

12(TYP)

1(TYP)

1 1(TYP)

2(TYP)

1(TYP)

2(TYP)

BEACH FILL (TYP)

EXCAVATION (TYP)

EXCAVATION (TYP)

ESTIMATED EXISTING GRADE

ESTIMATED EXISTING GRADE

+7.5

+7.5

+7.5

+7.5

1.0

(TYP)

1.0

(TYP)

6.0

6.0

6.0

8.0

-5

-7

-5

-7

-5

-7

-5

-7

-5

-7

-5

-7

-5

-7

-5

-7

-5

-7

-5

-7

0 25 50 75 80

0 25 50 75 80

15 25 50 75

0 25 50 75

25 50 75

0 25 50 75

15 95

6.0

STA. 0+10

STA. 0+25

STA. 0+43

STA. 1+25

STA. 1+43.14

STA. 1+75

3.0

(TYP)

6.0

10.0

10.0

10.0

10.0

10.0

ESTIMATED EXISTING GRADE

ESTIMATED EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE (TYP) EXISTING GRADE (TYP)

REFERENCE LINE FROM 0.0

REFERENCE LINE FROM 0.0

NEW GUIDE RAIL (TYP)

REFERENCE LINE (TYP)

REFERENCE LINE (TYP)

CONCRETE (TYP)

EXISTING PAVEMENT

EDGE (TYP)

NEW GUIDE RAIL (TYP)

-5

-7

0 25 50 75

STA. 1+26

6.0

10.0

-5.2

+7.0

SLOPE TO

DRAIN (TYP)

SLOPE TO

DRAIN (TYP)

APPROX. EXISTING

PAVEMENT

EXISTING

PAVEMENT

APPROX.

EXISTING

PAVEMENT

APPROX.

EXISTING

PAVEMENT

1’ CLASS B BEDDING

STONE DRAINAGE PAD

STA.1+25 TO STA.1+35

MOW STRIP

3"x2’(TYP)

MOW STRIP

3"x2’(TYP)

2(TYP)

2(TYP)

("TYP" APPLIES FROM

STA.0+10 TO STA.1+25)

("TYP" APPLIES FROM

STA.0+10 TO STA.1+25)

("TYP" APPLIES FROM

STA.1+26 TO STA.2+25)

("TYP" APPLIES FROM

STA.1+26 TO STA.2+25)

NEW PAVEMENT

(SEE NOTE 9)

REPAIR PAVEMENT

(SEE NOTE 9)

REPAIR PAVEMENT

(SEE NOTE 9)

REPAIR PAVEMENT

(SEE NOTE 9)

APPROX.

EXISTING

PAVEMENT

APPROX. EXISTING

PAVEMENT EDGE (TYP)

6" GRAVEL

SUBASE (TYP)

EXCAVATE & BACKFILL

(TYP)

2 LAYERS CLASS A

ARMOR STONE (TYP)

2 LAYERS CLASS A

ARMOR STONE (TYP)

GEOTEXTILE(TYP)

BACKFILL WITH CLASS B

BEDDING STONE (TYP)

6x6xW3xW3 WIREMESH

REINFORCEMENT

4" COVER (TYP)

5.0

5.0

5.0

5.0

LEGEND:

CONCRETE

EXCAVATION

BEACH FILL

EXCAVATE &

BACK FILL

EXCAVATE &

BACK FILL WITH

CLASS B BEDDING

STONE STA.1+25

TO 3+57.13

NOTES:

1. REMOVE & RESET ARMOR STONE AS NEEDED FROM STATION 0-15 TO STATION 0+10

TO SMOOTHLY JOIN EXISTING SEAWALL TO NEW CONSTRUCTION.

2. EXTENT OF INTERIOR STONE COMPRISING ORIGINAL STONE WALL & SUBSEQUENT

REPAIR IS UNKNOWN.

3. STATION 0+10 TO APPROX. STATION 1+50 EXCAVATE SURFACE & INTERIOR STONE.

BACKFILL TO PROVIDE A SMOOTH SURFACE FOR PLACEMENT OF GEOTEXTILE.

4. BEACH FILL TO BE PLACED FROM MHW LANDWARD. MHW=.94 FT NAVD.

5. DIMENSIONS ARE IN FEET UNLESS OTHERWISE INDICATED.

6. INSTALL EXPANSION JOINT BETWEEN EXISTING CONCRETE ENCASEMENT AND NEW

ENCASEMENT.

7. MATCH NEW CONCRETE ENCASEMENT DIMENSIONS TO EXISTING ENCASEMENT.

8. GUIDE RAIL AND PAVEMENT EDGE ON CROSS SECTION SHOW LOCATION ONLY. SEE

SHEETS R-101 & R-102 FOR GUIDE RAIL DETAILS

9. NEW PAVEMENT, PAVEMENT REPAIR & MOW STRIP SEE DETAIL SHEET R-103.

10.BACK FILL WITH SUITABLE MATERIAL PER SECTION 31 23 15 EXCAVATION, BACK

FILL AND BEACH FILL

11.WRAP GEOTEXTILE ENDS INTO BEDDING STONE FOR ANCHORAGE.

5.0

06 6 12FT

SCALE: 1"=6’

C-302

R

O S

S S

E C

T

IO

N S

S T

A T

O S

T A .1

S O

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Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

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2 3

C

4 5

A

B

M A

R K

A P

P R

US Army Corps of Engineers

D A

T E

S

IZ

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S U

B M

IT

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D B

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P L

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A T

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SHEET OF 16

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H a rb o r-

C -3

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-A

U G -2

:2

S f i l e r o o m c i v i l

O r i e r b o r

D r a w i n g s s i b m i t t a l

S h e l e s

O r i e n t

H a r b o r

C d g n e e n d s v c

S u b m i t t e d b y

A U

G

P l t e

New York District

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

N E

W Y

O R

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

SHEET

REFERENCE

NUMBERTHIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

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

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

M A

Y

R D

E R

E M

E R

G E

N C

Y S

H O

R E

L

IN

E P

R O

T E

C T

O J E

C T

O R

IE

N T H

A R

B O

R

T O

W N O

F S

O U

T H

O L

D N

E W Y

O R

K

J U

L Y

D .S .R

F .A .S

S .S

S .C

+6.0

-3.3

+5.0

+5.0

-1.2

-3.3

-2.8

-2.3

+1.5

+0.0

CLASS B BEDDING

STONE (TYP)

+4.5

+5.0

+5.0

+5.0

2(TYP)

2(TYP)

2(TYP)

1(TYP)

1(TYP)

2(TYP)

BEACH FILL (TYP)

EXCAVATION (TYP)

-5

-7

-5

-7

-5

-7

-5

-7

-5

-7

-5

-7

-5

-7

-5

-7

-5

-7

-5

-7

-5

-7

-5

-7

-5

-7

0 25 50 75

0 25 50 75

0 25 50 750 25 50 75

0 25 50 750 25 50 75

0 25 50 75

STA. 2+00

STA. 2+25

STA. 2+42.93

STA. 2+75

STA. 3+00

STA. 3+25

STA. 3+57.13

6.0

8.5

6.0

6.0

6.0

7.5

2.0

15.0

10.0

10.0+

10.0

10.0

EXISTING GRADE (TYP)

REFERENCE LINE (TYP)

REFERENCE LINE (TYP)

NEW GUIDE RAIL (TYP)

15.5

EXISTING PAVEMENT

EDGE (TYP)

SLOPE TO

DRAIN (TYP)

MOW STRIP

3"x2’(TYP)

("TYP" APPLIES FROM

STA.2+25 TO STA.3+57.13)

1(TYP)

("TYP" APPLIES FROM

STA.2+25 TO STA.3+57.13)

2 LAYERS CLASS A

ARMOR STONE (TYP)

BACKFILL WITH CLASS B

BEDDING STONE (TYP)

GEOTEXTILE(TYP)

5.0

5.0

5.0

5.0

5.0 4.25

5.5

LEGEND: NOTES:

1. SEE NOTES ON SHEET C-301

EXCAVATION

BEACH FILL

EXCAVATE &

BACK FILL WITH

CLASS B BEDDING

STONE STA.1+25

TO 3+57.13

06 6 12FT

SCALE: 1"=6’

3 06 6 12FT

SCALE: 1"=6’

R-101

Y

S -D

O T B

O X B

E A

M M

E D

IA

N

B A

R R

IE

R

-0

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

US Army Corps of Engineers

D A

T E

S

IZ

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S U

B M

IT

T E

D B

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P L

O T D

A T

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D A

T E

M A

R K

D E

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P P

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D A

T E

C O

N T

R A

C T N

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SHEET OF 16

O ri e n t_

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R -1

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P L

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U G -2

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S f i l e r o o m c i v i l

O r i e r b o r

D r a w i n g s s i b m i t t a l

S h e l e s

O r i e n t

H a r b o r

R d g n e e n d s v c

S u b m i t t e d b y

A U

G

P l t e

New York District

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

N E

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SHEET

REFERENCE

NUMBERTHIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

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

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

M A

Y

R D

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NOTE: SOURCE IS FROM NYS DEPARTMENT OF TRANSPORTATION

R-102

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US Army Corps of Engineers

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U S

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REFERENCE

NUMBERTHIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

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

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

M A

Y

R D

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6x6xW3xW3 WIREMESH

REINFORCEMENT 4" COVER

R-103

GEOTEXTILE DETAIL (NTS)

NOTE: WRAP ENDS OF GEOTEXTILE AROUND BEDDING

STONE FOR ANCHORAGE.

M O

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US Army Corps of Engineers

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REFERENCE

NUMBERTHIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

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

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.

NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:

AS BUILT REVISIONS

DESCRIPTION OF WORK:

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

PIN

PS&E DATE

BRIDGES CULVERTS

USE 15 SCALE

MSD-1

SUFFOLK

004234_cph_msd_01.dgn c p h m s d

.d g n

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004234

SHOULDER AREA

5’-0"

(AT STA. 1+00)

VARIES

REVISED : 5-19-10.

VARIES

SAWCUT EXISTING PAVEMENT

ITEM 520.09

NEW GUIDE RAIL

STANDARD 606-05.

NEW 3" PAVEMENT BINDER COURSE

ITEM 608.02050110

NEW CONCRETE SEAWALL

MOW STRIP & PAVEMENT DETAIL

SLOPE TO DRAIN

0 .5 1 1.5 2 2.5 3’.5

1" = 1.5’

NOTES:

1. WIDTH OF MOW STRIP BENEATH GUIDE RAIL SHALL BE 2 FEET MINIMUM

FOR LENGTH OF GUIDE RAIL. EAST OF STA.1+25 MOW STRIP IS 3"

PAVEMENT BINDER COURSE ONLY.

2. LIMITS OF SAW-CUTTING EXISTING PAVEMENT AND MOW-STRIP ARE

BETWEEN STA. 0+10+/- AND STA. 1+35+/-.

3. SLOPE PAVEMENT TO DRAIN TOWARDS NEW SEAWALL.

4. PLANT PRODUCTION QUALITY ADJUSTMENT PAYMENT IS NOT NECESSARY.

MOW STRIP

NEW GUIDE RAIL

STANDARD 606-05.

PAVEMENT DETAIL

MOW STRIP DETAIL

(STA. 1+35 TO 3+50)

EL. VARIES

NEW 3" PAVEMENT

BINDER COURSE

ITEM 608.02050110

EXISTING

PAVEMENT

EDGE

6" OPTION C

TYPE 2 SUBBASE

COURSE ITEM 304.12

NOTE: SOURCE IS FROM NYS DEPARTMENT OF TRANSPORTATION

D O

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36" MINIMUM

WAVE ATTACK DIRECTION

2’-0"

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REFERENCE

NUMBERTHIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

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

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

M A

Y

R D

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REFERENCE

NUMBERTHIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

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

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

M A

Y

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H O

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EXISTING 102mm-(4")-HP(60#) ST-GAS

OVERHEAD ELECTRIC

LINE LEGEND:

EXISTING UNDERGROUND ELECTRIC

PROPOSED 12" DUCTILE IRON PIPE

WATER MAIN BY SUFFOLK CO. WATER AUTHORITY.

MAPPING PROPERTY LINE

PAVEMENT EDGE

= PROPOSED FIRE HYDRANT

NOTES CONTINUED :

Z

Z

Z

Z

Z

Z

Z

APPROXIMATE LOW WATER LINE

AT 11.0 A.M. 6-2-09 40-’-2" FROM POLE #243.

4. PE = PAVEMENT EDGE

5. HORIZ. DATUM: = NAD 1983/96. (ENG.)

6. VERTICAL. DATUM: = NAVD 1988. (ENG.)

7. COORDINATES IN NY STATE PLANE SYSTEM.

8. FOR ELEV PLAN SEE DWG NO. ECP-2

Z

Z

SEA WALL

TOP 8.4

Z

YELLOW STRIPING TRAFFIC LINES

@ CENTER OF RDWY.

PE

0 15 30 45 60’15

1" = 15’

Z

Z

LOT 4.2

LOT 5.4

LOT 5.5

1. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE.

3.

PE

PE

REVISED : 7-12-10.

LIGHT POLE 138.5

7’-6"

2. LICO POLE #139 & LIPA POLE #241 UPSCALED FOR CLARITY.

12’-8

4. 4" H.P. GAS ON E/S RTE 25 RETIRED SOUTH OF POLE 241

RECONNECTED ON W/S RTE 25 SOUTH OF POLE 138.5 NORTHERLY. (JUNE 2010).

NORTH

VIEW

WEST VIEW

RETAINING SEAWALL

NORTHSIDE

G R I

D

N O

R T

H

PROPOSED NEW POLE

#243 LOCATION

OTHER PROPOSED UTILITY WORK.

= POLE RELOCATION #

REDIRECTED (4

HP (6

0#)

PL- GAS

RETAINING WALL

EXISTING - (4")-HP (60#) ST-GAS

IN COMMON TRENCH WITH

UNDERGROUND ELECTRIC LIPA POLE-#138(245)

Z

Z

Z

Z

& OVERHEAD TELEPHONE (OH)

IN LINE WITH OVERHEAD ELECTRIC (OE)

EXISTING OVERHEAD

CABLEVISION LINE (CTV)

(PRIMARY & TRANSMISSION)

PROPOSED (4") - HP (60#) ST-GAS

MAIN IN GRASS AREA NORTH OF

LIPA CABLE

WHITE STRIPING TRAFFIC LINE

WHITE STRIPING TRAFFIC LINE

TO STEVENSON RD

NY RTE 25

(MAIN RD)

PE

PE

PROPOSED 12" SUFFOLK CO. WATER AUTHORITY

WATER MAIN (LOCATION APPROXIMATE)

9.5064

357,875.4186

1,446,899.9673

Elev. 6.0835

PROPOSED 12" SUFFOLK CO. WATER AUTHORITY

WATER MAIN (LOCATION APPROXIMATE)

R-106

N Y

S D

O T U

T

IL

IT

Y R

E L

O C

A T

IO

N S

PR-1

PR-2

PR-1

PR-3

INSTALLED POLE 138.5. NEW REPLACEMENT POLES 139, & 241 RELOCATED.

REVISED : 7-12-10.

(N.T.S.)

J

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PREPARED BY:

ON:

ALTERED BY:

ON:

SIGNATURE DATE

CONTRACT NUMBER

DRAWING NO.

SHEET NO.

NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION DOCUMENT NAME:

BRIDGES CULVERTSAS BUILT REVISIONS

DESCRIPTION OF WORK:

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

PIN

PS&E DATE

S O

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REFERENCE

NUMBERTHIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

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

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

M A

Y

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D .S .R

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S .S

S .C

APPARENT HIGH WATER LINE

POLE #139

6’-8

POLE #241

14’-0"

RELOCATED "PRIMARY" OVERHEAD

ELECTRIC LINE

TRAFFIC RESTRICTION SIGN

R-107

N Y

S -D

O T S

H O

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-2

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US Army Corps of Engineers

D A

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S f i l e r o o m c i v i l

O r i e r b o r

D r a w i n g s s i b m i t t a l

S h e l e s

O r i e n t

H a r b o r

R d g n e e n d s v c

S u b m i t t e d b y

A U

G

P l t e

New York District

U S

A R

M Y E

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IN

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IS

T R

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

SHEET

REFERENCE

NUMBERTHIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

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

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

M A

Y

R D

E R

E M

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G E

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Y S

H O

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L

IN

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A R

B O

R

T O

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F .A .S

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S .C

9. POSTED SPEED IS 50 MPH

NOTE:

1. SOURCE IS FROM NYS DEPARTMENT OF TRANSPORTATION

2. ALL TRAFFIC CONTROL PLANS SHALL CONFORM TO THE FEDERAL MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD) AND THE NYS SUPPLEMENT TO THE MUTCD

NOTES:

1. SEE NYSDOT ITEM / SPECIFICATIONS

FOR INSTALLATION REQUIREMENTS:

ITEM 645.5101 -- GROUND-MOUNTED

SIGN PANELS WITHOUT Z-BARS;

ITEM 645.81 -- TYPE A SIGN POSTS

2. SEE NYSDOT STANDARD SHEET 645-03

FOR SIGN HEIGHT AND POSITIONING.

3. SIGN POST EMBEDMENT SHALL BE 3 FEET.

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US Army Corps of Engineers

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S f i l e r o o m c i v i l

O r i e r b o r

D r a w i n g s s i b m i t t a l

S h e l e s

O r i e n t

H a r b o r

R d g n e e n d s v c

S u b m i t t e d b y

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U S

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M Y E

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IN

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IS

T R

IC

T

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O R

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

SHEET

REFERENCE

NUMBERTHIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

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

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

M A

Y

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N -L

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-W

A Y R

O A

D W

A Y

R-108

POSTED SPEED IS 50 MPH

9. POSTED SPEED IS 50 MPH

168 250 425 200 250 250

500 500

NOTES:

1. SOURCE IS FROM NYS DEPARTMENT OF TRANSPORTATION

2. TRAFFIC CONTROL PLAN MUST INCLUDE 4-CORNER

CAUTION-MODE FLASHING ARROW PANNELS (SEE M.U.T.C.D.)

3. ALL TRAFFIC CONTROL PLANS SHALL CONFORM TO THE FEDERAL

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND

THE NYS SUPPLEMENT TO THE MUTCD.

REFERENCE LINEREFERENCE LINE

120A

EDGE OF THE

TRAVEL LANE

S U

R V

E Y D

R A

W

IN

G

V-101

SURVEY BASELINE

SURVEY BASELINE

LEGEND:

HELD

LOT5.4

LOT5.5

LOT4.2

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:2

S f i l e r o o m c i v i l

O r i e r b o r

D r a w i n g s s i b m i t t a l

S h e l e s

O r i e n t

H a r b o r

V d g n e e n d s v c

S u b m i t t e d b y

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U S

A R

M Y E

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IN

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IS

T R

IC

T

N E

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O R

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

SHEET

REFERENCE

NUMBERTHIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1" WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

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

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

M A

Y

R D

E R

E M

E R

G E

N C

Y S

H O

R E

L

IN

E P

R O

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O J E

C T

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IE

N T H

A R

B O

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T O

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D .S .R

F .A .S

S .S

S .C

REFERENCE LINE

SURVEY BASELINE

EDGE OF TRAVEL LANE

CONTOUR LINE

EXISTING SINGLE ROW OF LARGE STONE

NOTES:

1. THE ELEVATIONS ARE GENERATED FROM SURVEY CONTOURS.

2. FOR ALIGNMENT DATA AND REFERENCE POINTS SEE SHEET G-003.

3. GRID SYSTEM IS IN FEET AND IS THE NEW YORK STATE PLANE

COORDINATE SYSTEM (NAD83).

4. ELEVATIONS ARE IN FEET AND ARE REFERENCED TO THE NORTH

AMERICAN VERTICAL DATUM 1988 (NAVD88).

5. THE INFORMATION PRESENTED REPRESENTS THE RESULTS OF

SURVEY PERFORMED BY THE NY STATE DEPARTMENT OF

TRANSPORTAT1ON IN FALL 2007 AND CAN ONLY BE CONSIDERED

AS INDICATING THE CONDITIONS EXISTING AT THAT TIME.

0 +

102A

025 25 50FT

SCALE: 1"=25’

12.5

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