MOTSU_Drdg_AdvPlans.pdf

PDF 30 MB Posted Apr 24, 2015

Attached to: MAINTENANCE DREDGING, MILITARY OCEAN TERMINAL SUNNY POINT, BRUNSWICK COUNTY, NORTH CAROLINA
Solicitation number: W912PM-15-B-0001
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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File	Type	Posted
W912PM-15-B-0001_Abstract_of_Offerors.pdf	PDF	May 28, 2015
W912PM-15-B-0001-0002_CC.pdf	PDF	May 21, 2015
MOTSU_20May2015_amendmentPlans.pdf	PDF	May 21, 2015
W912PM-15-B-0001-0002.pdf	PDF	May 21, 2015
W912PM-15-B-0001-0001_CC.pdf	PDF	May 19, 2015
cn103.pdf	PDF	May 19, 2015
W912PM-15-B-0001-0001.pdf	PDF	May 19, 2015
motsu_2015-03-23-27_04-07_All.xyz	XYZ file	Apr 24, 2015
AdvSPECS.pdf	PDF	Apr 24, 2015

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Maintenance Dredging

M a in te n a n c e D r e d g in g M il it a r y O c e a n T e r m in a l, S u n n y P o in t

B N o

W P

M -1

-B -0

IFB No. W912PM-15-B-0001

Brunswick County, North Carolina Sunny Point Military Ocean Terminal

Cape Lookout

PROJECT

OCE

City Morehead

S B

R U

N W

C O

U N

T Y

H N

E W

A N

O V

U N

T Y

DISPOSAL SITE

OCEAN DREDGED MATERIAL

Plate No. Title

REFERENCE DRAWINGS - WHARF FIXED BARRIER SYSTEM - AS BUILTS

REFERENCE DRAWINGS - ENHANCE VISIBILITY OF WHARF SECURITY BARRIER - AS BUILTS

SEE PLATE CN105

DISPOSAL ZONE

Approval Recommended: *

Approved: *

DATE

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

CHIEF, DESIGN AND GENERAL ENGINEERING SECTION

CHIEF, ENGINEERING BRANCH

SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE

WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

S U

-0

-1

P R

L T

J T

H C

D E S

N E

R A L

N G

R S E

C T

STRUCTURE (WOFES)

FISHERY ENHANCEMENT

WILMINGTON OFFSHORE

INDEX OF DRAWINGS

GI01

Kure Beach

A t l a n t i c c e a n

P O

S A L

R E

A P

R O J E

C T

L O

C A T

O V E

R V

A W

G S

Southport

SUNNY POINT

MILITARY OCEAN TERMINAL

To Wilmington

INDEX OF DRAWINGS, PROJECT LOCATION, OVERVIEW AND DISPOSAL AREA

CENTER WHARF TURNING BASIN

APPROACH CHANNEL SOUTH ENTRANCE

B a ld h e a d S h o a l C h a n n e l

C ap e Fe ar R iv er

Carolina Beach

GI01

CN101

CN102

CN103

CN104

See Plates CN101 thru CN104 m o t lo c in d x

.d g nMILITARY OCEAN TERMINAL DREDGING ACCEPTANCE AREAS

CN105 OCEAN DREDGED MATERIAL DISPOSAL SITE DISPOSAL ZONE

TITLE SHEET

WHARF BARRIER PLAN

CENTER WHARF BARRIER PLAN

NOTES AND ABBREVIATIONS

ONE-DIRECTIONAL CABLE ANCHORAGE DOLPHIN

ANCHORAGE DOLPHIN DETAILS

CAST-IN PLACE DETAILS

INDEX OF DRAWINGS

OVERALL BARRIER LAYOUT

SECURITY BARRIER NORTH END

DETAILS

R-1

R-2

R-3

R-4

R-5

R-6

R-7

R-8

R-9

R-10

R-11

R-12

R-13

R-14

R-15

LT. BOUY "2"

SOUTH WHARF TURNING BASIN, APPROACH CHANNEL MIDDLE ENTRANCE

20 APRIL 2015

C H

B Y

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

G T

O N

N O

R T

R O

C O

R P S

N G

E E

R S

U .S

A R

M Y

N G

T R

D A T E

R E

D R

A W

D E

NUMBER

PLATE

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

B R

U N

S W

U N

T Y

N O

R O

R M

A L S

U N

N Y

M A

T E

N A

E D

Island

Bald Head

SCALE IN MILES

1 2 3 4 5 6

PROJECT LOCATION

DARE

N E

W H

A N

O V E

M O

O R

CHATHAM

A L

A M

A N

C E

CARTERET

V I R G I N I A

S O U T H C A R

O L I N

Wilmington

Manteo

Elizabeth City

Cape Hatteras

Cape Fear

Rodanthe

PROJECT OVERVIEW

Not To Scale

C O S

O U N D

R O

A N

O K

E R

N E U S E

C H

O W

A N

C A P E

F E A R

RIVER

HYDEBEAUFORTPITT

EDGECOMBE

WASHINGTON TYRREL

PAMLICO

CRAVEN

JONES

ONSLOW

DUPLIN

PENDER

BRUNSWICK

COLUMBUS

ROBESON

HOKE

LEE

C A

S W

E L L

PERSON

ORANGE

DURHAM

WAKE

JOHNSTON

FRANKLIN

VANCE

WARREN

HALIFAX

NORTHAMPTON

HERTFORD

GATES

NASH

WILSON

SAMPSON

CUMBERLAND

G R

A N

L E

P E R

Q U

A N S

P A S Q

U O T A N

C A

M D E N

C U R R

U C

MARTIN

BERTIE

GREENE

LENOIR

WAYNE

HARNETT

BLADEN

HORSESHOE SHOAL CHANNEL

TURNING BASIN

NORTH WHARF

CENTER TO NORTH WHARF

APPROACH CHANNEL

UPPER MIDNIGHT CHANNEL

APE FEAR

IVER

DDLE

ENTRANCE

APP

ROACH

CHANNEL

TURNING BASIN

SOUTH WHARF

WHARF

SOUTH TO CENTER

APPROACH CHANNEL

SOUTH E

NTRANCE

APP

ROACH C

HANNEL

SOUTH RD 1

S . R

R R

P E R

E T E R R

SO. RIVER RD.

E A

S T R

E E

V E

S R

B A

T T E

R Y L

A M

B R

FT FISHER RD

N . R

IVER

R D

B R

U N

S W

K R

SUNNY POINT RD

m o t a c c p ta re a s

.d g n

LT DM 14

TURNING BASIN

CENTER WHARF

NORTH ENTRANCE

APPROACH CHANNEL

LOWER MIDNIGHT CHANNEL

X X

SITE. SEE PLATE CN105 FOR DETAILS.

THE GOVERNMENT FURNISHED DISPOSAL AREA FOR DREDGED MATERIAL IS THE OCEAN DREDGED MATERIAL DISPOSAL

PRESENT DURING EACH INSPECTION.

THE CONTRACTOR SHALL ARRANGE FOR THE CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE TO BE

AND SITE AREAS SHALL BE REINSPECTED BY THE CONTRACTOR FOLLOWING DEMOBILIZATION OF PLANT AND EQUIPMENT.

PROJECT SITE AREAS TO BE UTILIZED OR DISTURBED BY THE CONTRACTOR’S OPERATIONS. THESE STRUCTURES

AN INSPECTION OF EXISTING STRUCTURES INCLUDING THE SECURITY BARRIERS, WHARVES AND FENDERS AND ALL

PRIOR TO MOBILIZATION OF PLANT AND EQUIPMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING

SEE PLATES CN102 THRU CN104 FOR DREDGING DETAILS.

HORIZONTAL DATUM: NAD 1983, NORTH CAROLINA STATE PLANE FEET.

OR WORK SHALL BE AT THE DISCRETION.

UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICE OR HIS/HER DESIGNATED REPRESENTIVE, THE ORDER

S U

-0

-1

P R

L T

J T

H C

D E S

N E

R A L

N G

R S E

C T

See Plate CN104

ACCEPTANCE AREA

See Plate CN103

ACCEPTANCE AREA

See Plate CN102

ACCEPTANCE AREA

SCALE: 1 : 10,000

1600 800 0 800 1600 2400

SCALE IN FEET

REAVES POINT CHANNEL

See Plate CN103

ACCEPTANCE AREA

CN101

D R

E D

C E P T

A N

E A S

R M

A L

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

D A T E

R E

D R

A W

D E

NUMBER

PLATE

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

B R

U N

S W

U N

T Y

N O

R O

R M

A L S

U N

N Y

M A

T E

N A

E D

NOTES

SECURITY BARRIER

-4 1.

-4 0.

3 -

-4 0.

-3 9.

-3

-3 9.

1-3 9.

-3 8.

-38.8

8 -3

-3 8.

7 -

-3 8.

-3

-3 8.

-3

-3 8.

-3

-3 8.

-3

-3 8.

-3

-3 8.

-3

-3 8.

-3

-38

-3

-38

-3

-38

-3

-38

-3 7.

6-3 7.

-3 7.

-3

-3 7.

-3

-3 7.

-3

-3 7.

-3 6.

9-3 6.

-3 6.

6-3 6.

-3 6.

3 -3 6.

-3

-3 6.

-3 5.

6 -

-3 5.

0 -

-3 5.

-3 4.

9 -

8 -

-3 4.

4-3 4.

-3 4.

3 -

-3 4.

3-3 4.

-3

-3 4.

-3 3.

-3

-3 3.

7-3 3.

-3 3.

-3 2.

-3

-3 1.

-2 9.

-2 8.

4 -

3 -

-2 8.

-2 7.

-2 6.

3-2 6.

-2 5.

8 -

-2 4.

-2 3.

-2 2.

-2 1.

-2 0.

-1 9.

-1

-1 9.

8 -1

-1 8.

2 -

-1 8.

-1 7.

-1 6.

-1

-1 6.

-1 5.

-1

-1 5.

8-1 5.

-1 5.

-1 4.

-1 3.

-1 2.

-1

-1 2.

-1 1.

-1

-1 1.

-1 0.

-9 .7

-9 .5

-9 .4

-9 .3

-9 .1

-8 .8

-8 .7

-8 .6

-8 .5

-8 .4

-8 .3

-8 .2

-8 .1

-8 .1-8

-8 .1

-8 .0

-8 .0-8

-8 .0

-7 .9

-7 .8

-7 .8-7

-7 .8

-7 .7

-7 .7-7

-7 .7

-7 .6

-7 .6-7

-7 .6

-7 .6-7

.6-7 .6

-7 .6

-7 .5

-7 .2

-7 .1

-6 .8

-6 .7

-6 .6

8 -

BERTH 6

SCALE IN FEET

0500 500400 300 200 100

SCALE: 1:3000

E 2 317 574.0

N 94 195.4

ACCEPTANCE SECTION A

C E

H C

REEVES PT. NO.1 1923

REEVES PT. NO.2 1937

"7S"

"10S"

DREDGING SECTION "A"

N 94,838.8

E 2,317,714.2 E 2,318,021.7

N 96,253.8

E 2,317,706.6

N 96,771.4

N 94,090.8

E 2,316,816.8

N 94,301.8

E 2,316,881.1

ALL

OAT

BASI

"9S"

TURNING BASIN

CENTER WHARF

N 96,780.9

E 2,317,706.3 m o t b a s in

.d g n

E 2 316 890.1

N 94 343.3

SHORELINE

APPROXIMATE

SHORELINE

APPROXIMATE

ACCEPTANCE SECTION C

N 93,260.1

E 2,316,974.6

N 92,742.5

E 2,317,256.5

N 92,973.3

E 2,318,409.6

E 2,318,495.1

N 93,718.5

N 96,822.3

E 2,317,407.8

E 2,317,387.1

N 97,290.0

E 2 318 269.5

N 94 042.1

ACCEPTANCE SECTION B

BOTTOM

EXISTING

N 92,783.7

E 2,318,057.3

BOTTOM

EXISTING

910-457-8291).

TO DREDGING, CONTACT DEVEN DALCHER @ 910-457-8405 (ALT. MATT SWANSON @

IN ORDER TO MINIMIZE IMPACTS TO DREDGING OPERATIONS DUE TO BERTHED VESSELS. PRIOR

TRACTOR SHALL PROVIDE ADVANCED NOTICE AND COORDINATION WITH MOTSU PERSONNEL

BE ENCOUNTERED AT OTHER TIMES DURING THE WORK UNDER THIS CONTRACT. THE CON-

DREDGING UNTIL THE VESSEL HAS LEFT THE CENTER WHARF. BERTHED VESSELS MAY ALSO

2015. THE CENTER WHARF TURNING BASIN WILL NOT BE AVAILABLE TO THE CONTRACTOR FOR

IT IS ANTICIPATED THAT A BERTHED VESSEL WILL BE AT THE CENTER WHARF UNTIL 1 SEPTEMBER

DREDGING SECTION "B" AND "C".

PAYMENT WILL NOT BE MADE FOR MATERIAL REMOVED OUTSIDE THE CHANNEL PRISM LINE FOR

MATERIAL DISPOSAL SITE. FOR LOCATION OF DISPOSAL AREA SEE PLATES GI01 & CN105.

THE GOVERNMENT FURNISHED DISPOSAL AREA FOR DREDGED MATERIAL IS THE OCEAN DREDGED

LT.BUOY 10S 2317693 92678

LT.BUOY 9S 2317202 92754

LT.BUOY 7S 2317040 91822

DESCRIPTION EASTING NORTHING

NAVIGATION AIDS LOCATED BY SURVEY VESSEL, ACCURACY +/- 3 METERS.

GENERAL CONDITIONS EXISTING AT THAT TIME.

MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS

HORIZONTAL DATUM NAD 1983. VERTICAL DATUM MEAN LOWER LOW WATER.

TIDE GAGE LOCATED AT: LT DM 14. SEE PLATE CN101.

USING RTK GPS HORIZONTAL POSITIONING EQUIPMENT AND 28 KHZ SOUNDING EQUIPMENT.

PROJECT SURVEYED 23-27 MARCH & 07 APRIL 2015 WITH DISTRICT SURVEY VESSEL "SANDERSON", MEAN LOWER LOW WATER (M.L.L.W) RELATIVE TO THE 1983-2001 TIDAL EPOCH.

SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO NOAA’S REPORTED

LOWER MIDNIGHT CHANNEL

DREDGING SECTION "B"

DREDGI

SECTIO

N "

DREDGIN

G S

ECTIO

N "

(3H:1V SIDE SLOPE)

NOT TO SCALE

(BOX CUT)

NOT TO SCALE

SECURITY BARRIER

DOLPHIN PILE

SOUTH TO CENTER WHARFAPPROACH CHANNEL

TURNING BASIN

SOUTH WHARF

N 92,707.8

E 2,317,655.3

APPROACH CHANNELCENTER TO NORTH WHARF

3-S 4-S

BM-1

BM-2

BM-3

BERTH 4

-0

-1

P R

L T

J T

H C

D E S

N E

R A L

N G

R S E

C T

LEGEND

45+11.930+0020+0010+000+00

AREA TO BE DREDGED

SOUNDINGS

NAVIGATION AIDS

CONTROL POINTS

NOTES

FROM FACE OF CONCRETE

SHALL MAINTAIN A 15’ OFFSET

CONTRACTOR DREDGE EQUIPMENT

THIS AREA.

FOR MATERIAL REMOVED IN

PAYMENT WILL NOT BE MADE

BOTTOM

EXISTING

OVERDEPTH

2’ALLOWABLE

M.L.L.W.

BERTH

M.L.L.W.

REQUIRED DEPTH

DREDGING SECTION "A"

M.L.L.W.

REQUIRED

DEPTH

DREDGING SECTION "C"

CN102

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

D A T E

R E

D R

A W

D E

NUMBER

PLATE

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

B R

U N

S W

U N

T Y

N O

R O

R M

A L S

U N

N Y

M A

T E

N A

E D

OVERDEPTH

2’ ALLOWABLE

OVERDEPTH

2’ ALLOWABLE

LINE (TYP)

CHANNEL PRISM

LINE (TYP)

CHANNEL PRISM

LINE (TYP)

CHANNEL PRISM

40+00

C E

N T

A R F

U R

ACCEPTANCE AREA

STATION OFFSET LINE

TIDE GAGE

DREDGING SECTION "B"

(BOX CUT)

NOT TO SCALE

7 -

-4 4.

-4 3.

-4 2.

-4 1.

-4 0.

-4

-4 0.

4-4 0.

-4 0.

2 -4 0.

-4 0.

-4

1 -

-4 0.

0 -

-4 0.

-3 9.

9 -3 9.

-3 9.

-3

-3 9.

-3

-3 9.

-3

-3 9.

-3

-3 9.

-3

-3 9.

-3

-3 9.

1-3 9.

-3 9.

-3 8.

-3

-3 8.

9 -

-3 8.

-38.7

-3 8.

-3

-3 8.

6-3 8.

-3 8.

4 -3 8.

-3 8.

2-3 8.

-3 8.

-3

-3 8.

-38

-3

-38

-3

-38

-3

-38

-3

-3 8.

-3

-3 7.

7- .7

-3 7.

-3

-3 7.

4-3 7.

-3 7.

-3

-3 7.

1 -3 7.

-3 7.

1 -3 7.

-3 7.

0-3 7.

-3 7.

-3

-3 7.

-3 6.

-3

-3 6.

-3

-3 6.

7-3 6.

-3 6.

-3

-3 6.

5-3 6.

-3 6.

4-3 6.

-3 6.

-3

-3 6.

-3 5.

-3

-3 5.

-3 4.

-3

-3 4.

3-3 4.

-3 4.

-3

-3 4.

-3 3.

-3

-3 3.

-3

-3 3.

3-3 3.

-3 3.

-3 2.

8-3 2.

-3 2.

2 -3 2.

-3 2.

-3

-3 2.

-3 1.

-3

-3 1.

-3

-3 1.

-3

-3 1.

-3 0.

-3

-3 0.

-2 9.

-2

-2 9.

1 -

-2 9.

-2 8.

-2

-2 8.

5 -

-2 8.

-2 7.

8-2 7.

-2 7.

-2

-2 7.

-2 6.

-2 5.

-2

-2 5.

-2

-2 5.

-2 4.

-2 3.

0 -2 3.

-2 2.

-2 1.

-2

-2 1.

2 -2 1.

-2 1.

-2 0.

9-2 0.

-2 0.

4 -

-2 0.

2-2 0.

-2 0.

-1 9.

-1

-1 9.

-1

-1 9.

-1 8.

4-1 8.

-1 8.

-1 7.

-1

-1 7.

-1 6.

-1 5.

-1 4.

3- .3

-1 4.

-1

2 -

-1 4.

-1 3.

7 -

-1 3.

0-1 3.

-1 3.

-1 2.

-1 1.

5 -

-1 1.

0-1 1.

-1 0.

-9 .9

-9 .7

-9 .5

-9 .4

-9 .3

-9 .2

-9 .1

-9 .0

-8 .4

-8 .3

-8 .2

-8 .0

-7 .6

-7 .5-7

-7 .4

-7 .3

-7 .3-7

3 -

-7 .3

-7 .2

-7 .2-7

-6 .9

-6 .7

-6 .5

-6 .4

-6 .2

-6 .1

-6 .0

-5 .8

-5 .7-5

.7 -5 .7-5

.6 -5 .6-5

-5 .5

-5 .5-5

-5 .3

-5 .2-4

-4 .8

-4 .7

-4 .7-4

N 92,973.3

E 2,318,409.6

E 2,317,655.3

N 92,707.8

N 90,663.1

E 2,319,206.5

N 89,822.4

E 2,319,304.3

N 92,742.5

E 2,317,256.5

E 2,316,640.6

N 91,096.8

E 2,316,628.5

N 90,888.4

E 2,316,713.8

N 90,881.8

E 2,316,497.5

N 89,862.2

N 90,738.7

E 2,317,299.6

N 91,438.7

E 2,317,491.4

E 2,316,782.0

N 87,467.9

N 89,851.5

N 88,681.0

DREDGI

SECTIO

N "A

(TYP.

BOTH

SID

"9S"

"7S"

"10S"

DOLPHIN PILE

N 91,290.4

E 2,319,667.0

N 91,766.3

E 2,317,130.3

N 87,687.7

E 2,317,251.2

"6S"

CENTER WHARFTURNING BASIN

APPROACH CHANNEL

SOUTH TO CENTER WHARF

REEVES PT. NO.1 1923

REEVES PT. NO.2 1937

APP

ROACH C

HANNEL

SOUTH E

NTRANCE

SOUTH WHARFTURNING BASIN

LOWER MIDNIGHT CHANNEL

CAPE FEAR RIVER

E 2,316,580.0

E 2,316,343.0

N 92,831.1

E 2,318,145.4

N 92,925.9

E 2,318,321.5

N 90,930.3

E 2,319,175.4

N 91,175.8

E 2,319,269.9

N 88,610.8

E 2,317,024.7 m o t_ b a s in 1_

.d g n

DREDGING SECTION "B"

SECURITY BARRIER

"5S"

DREDGING SECTION "A"

APP

ROACH

CHANNEL

DDLE

ENTRANCE

ACCEPTANCE AREA

N 91,204.2

E 2,319,368.2

N 92,783.7

E 2,318,057.3

BM-1

SPAT-1

BM-3

BM-4

BERTH 1

BERTH 3 SPAT-24

SPAT-2

AREA TO BE DREDGED

SOUNDINGS

NAVIGATION AIDS

CONTROL POINTS

LEGEND

SCALE IN FEET

0500 500400 300 200 100

SCALE: 1:3000

31+59.7 30+00

20+00

10+00

0+00

SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO NOAA’S REPORTED

MEAN LOWER LOW WATER (M.L.L.W) RELATIVE TO THE 1983-2001 TIDAL EPOCH.

PROJECT SURVEYED 23-27 MARCH & 07 APRIL 2015 WITH DISTRICT SURVEY VESSEL "SANDERSON", USING RTK GPS HORIZONTAL POSITIONING EQUIPMENT AND 28 KHZ SOUNDING EQUIPMENT.

TIDE GAGE LOCATED AT: LT DM 14. SEE PLATE CN101.

HORIZONTAL DATUM NAD 1983. VERTICAL DATUM MEAN LOWER LOW WATER.

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS

MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE

GENERAL CONDITIONS EXISTING AT THAT TIME.

NAVIGATION AIDS LOCATED BY SURVEY VESSEL, ACCURACY +/- 3 METERS.

DESCRIPTION EASTING NORTHING

LT.BUOY 5S 2316821 87480

LT. 6S 2317220 87698

LT.BUOY 7S 2317040 91822

LT.BUOY 9S 2317207 92754

LT.BUOY 10S 2317693 92678

THE GOVERNMENT FURNISHED DISPOSAL AREA FOR DREDGED MATERIAL IS THE OCEAN DREDGED

MATERIAL DISPOSAL SITE. FOR LOCATION OF DISPOSAL AREA SEE PLATES GI01 & CN105.

PAYMENT WILL NOT BE MADE FOR MATERIAL REMOVED OUTSIDE OF THE CHANNEL PRISM LINE

FOR DREDGING SECTION "B".

BERTHED VESSELS MAY BE ENCOUNTERED DURING THE WORK UNDER THIS CONTRACT. THE

CONTRACTOR SHALL PROVIDE ADVANCED NOTICE AND COORDINATION WITH MOTSU PERSONNEL

IN ORDER TO MINIMIZE IMPACTS TO DREDGING OPERATIONS DUE TO BERTHED VESSELS. PRIOR

TO DREDGING, CONTACT DEVEN DALCHER @ 910-457-8405 (ALT. MATT SWANSON @

910-457-8291).

THE SECURITY BARRIER CABLES ACROSS THE APPROACH CHANNEL MIDDLE ENTRANCE

BETWEEN DOLPHIN PILES 22 AND 23 SHALL BE REMOVED BY THE CONTRACTOR PRIOR

TO DREDGING ACCEPTANCE AREA NO. 4. THE CONTRACTOR SHALL PROVIDE THE

CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE TEN (10) DAYS

ADVANCE WRITTEN NOTICE PRIOR TO COMMENCING REMOVAL OF CABLES. PRIOR TO

REMOVAL, THE GOVERNMENT WILL CUT THE CABLES AS PART OF A SECURITY EXERCISE.

THE CONTRACTOR SHALL REMOVE THE CUT CABLES AND DISPOSE OF THEM OFFSITE IN

ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS.

UPON COMPLETION OF DREDGING THE CONTRACTOR SHALL FURNISH AND INSTALL NEW

SECURITY BARRIER CABLES (WHICH WERE REMOVED AS DESCRIBED IN NOTE 9) AND

"SEALIGHT" NAUTICAL BEACONS IN ACCORDANCE WITH THE AS-BUILT DRAWINGS AND

DYWIDAG CABLE SYSTEMS MANUAL. CABLE MARKING SPHERES SALVAGED DURING

REMOVAL OF THE EXISTING SECURITY BARRIER CABLES SHALL ALSO BE INSTALLED IN

ACCORDANCE WITH THE AS-BUILT DRAWINGS. AS-BUILT DRAWINGS ARE INCLUDED AS

REFERENCE DRAWINGS. THE DYWIDAG CABLE SYSTEMS MANUAL IS PROVIDED IN APPENDIX

A OF THE SPECIFICATIONS. ALL COST FOR LABOR, MATERIALS, EQUIPMENT, TOOLS, SUPPLIES

AND INCIDENTALS NECESSARY TO REMOVE AND REPLACE THE SECURITY BARRIER CABLE

SYSTEM SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR "SECURITY BARRIER" AS LISTED

IN THE BID SCHEDULE.

NOTES

10.

11.

BOTTOM

EXISTING

(3H:1V SIDE SLOPE)

NOT TO SCALE

STATION OFFSET LINE

S U

-0

-1

P R

L T

J T

H C

D E S

N E

R A L

N G

R S E

C T

2318000

91000

FROM FACE OF CONCRETE

SHALL MAINTAIN A 15’ OFFSET

CONTRACTOR DREDGE EQUIPMENT

THIS AREA.

FOR MATERIAL REMOVED IN

PAYMENT WILL NOT BE MADE

BOTTOM

EXISTING

OVERDEPTH

2’ALLOWABLE

M.L.L.W.

BERTH

M.L.L.W.

REQUIRED DEPTH

DREDGING SECTION "A"

CN103

E N

T R

A N

R O

A N

D L E

S O

A R F

U R

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

G T

O N

N O

R O

C O

N G

E E

R S

U .S

A R

M Y

N G

T R

D A T E

R E

D R

A W

D E

NUMBER

PLATE

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

B R

U N

S W

U N

T Y

N O

R O

R M

A L S

U N

N Y

M A

T E

N A

E D

LINE (TYP)

CHANNEL PRISM

OVERDEPTH

2’ ALLOWABLE

LINE (TYP)

CHANNEL PRISM

DREDGING SECTION "B"

(BOX CUT)

NOT TO SCALE

ACCEPTANCE AREA

AREA TO BE DREDGED

SOUNDINGS

NAVIGATION AIDS

CONTROL POINTS

LEGEND

1 -

8 -

-40.5

2 -

-4 0.

1 -

0 -

-3 9.

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