MOTSU_FY17-18_27June2017.pdf

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Attached to: Maintenance Dredging of Military Ocean Terminal, Sunny Point, Brunswick County, North Carolina
Solicitation number: W912PM-17-B-0010
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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MAINTENANCE DREDGING

MILITARY OCEAN TERMINAL

27 JUNE 2017

Wilmington District

GI00

C O

V E

R S

H E

E T

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps fi

SUNNY POINT

m o t_ c o v e r_

.d g n

SOLICITATION NO.: W912PM-17-B-0010

E N

A M

S U

-0

-1

D R

A W

G C

O D

D R

A W

N B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

fiof Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

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O N A

V E

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G T

O N D

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T U .S

A R

M Y C

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P S O

F E

N G

E E

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J .H

A R

G R

O V

E J .M

H E

L L

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H A

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V E J

C H

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B R

U N

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K C

O U

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N O

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H C

A R

O L

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Y O

C E

A N T

E R

A L S

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M -1

-B -0

BRUNSWICK COUNTY, NORTH CAROLINA

Approval Recommended: *

Approved: *

DATE

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

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

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,

CHIEF, DESIGN and GENERAL ENGINEERING SECTION

6/27/17

Cape Lookout

PROJECT

OCE

City Morehead

Sheet No. Title

INDEX OF DRAWINGS

INDEX OF DRAWINGS, PROJECT LOCATION, OVERVIEW AND DISPOSAL AREA

CENTER WHARF TURNING BASIN

APPROACH CHANNEL SOUTH ENTRANCE

GI01

CN101

CN102

CN103

CN104

MILITARY OCEAN TERMINAL DREDGING ACCEPTANCE AREAS

CN105

SOUTH WHARF TURNING BASIN, APPROACH CHANNEL MIDDLE ENTRANCE

APPROACH CHANNEL NORTH ENTRANCE

NORTH WHARF TURNING BASIN, APPROACH CHANNEL CENTER TO NORTH WHARF, &

CN106 SECURITY BOAT BASIN

CN107

CN108

CN109

MOTSU DISPOSAL AREA 1

OCEAN DREDGED MATERIAL DISPOSAL SITE

MOTSU MAINTENANCE DREDGING DISPOSAL ZONE

CN110 MOTSU DISPOSAL AREA 1 DETAILS

REFERENCE DRAWINGS

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

T-1 TITLE SHEET

G-1 GENERAL NOTES, SHEET 1

G-2 GENERAL NOTES, SHEET 2

D-1 EXISTING LAYOUT AND DEMOLITION PLAN

C-1 SECURITY BOAT HARBOR LAYOUT

C-2 FLOATING DOCK LAYOUT DETAILS, SHEET 1

C-3 FLOATING DOCK LAYOUT DETAILS, SHEET 2

C-4 FLOATING DOCK SECTIONS

C-5 DETAILS

C-6 PARTIAL-DEPTH SHEETPILE WALL DETAILS

E-1 ELECTRICAL LEGEND AND NOTES

E-2 ELECTRICAL LAYOUT, SHEET 1

E-3 ELECTRICAL LAYOUT, SHEET 2

E-4 ONE-LINE, PANEL BOARD SCHEDULE AND DETAILS

E-5 ELECTRICAL DETAILS

S B

R U

N W

C O

U N

T Y

H N

E W

A N

O V

U N

T Y

GI01

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

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

Not To Scale

DISPOSAL SITE

OCEAN DREDGED MATERIAL

E N

A M

S U

-0

-1

D R

A W

G C

O D

D R

A W

N B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

fiof Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

J .H

A R

G R

O V

E J .M

H E

L L

C R

E E

C H

F E

S C

L U

S A

H A

R G

R O

V E J

C H

E L L

B R

U N

S W

K C

O U

N T

N O

R T

H C

A R

O L

A M

A R

Y O

C E

A N T

E R

A L S

U N

N Y P

T M

T E

N A

N C

E D

R E

D G

G J

U N

W P

M -1

-B -0

SEE SHEET CN109

DISPOSAL ZONE

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

STRUCTURE (WOFES)

FISHERY ENHANCEMENT

WILMINGTON OFFSHORE

Kure Beach

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

Southport

SUNNY POINT

MILITARY OCEAN TERMINAL

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

See Sheets CN101 thru CN106

LT. BOUY "2"

m o t lo c in d x

.d g n

DISPOSAL AREA 1

See Sheet CN107

Island

Bald Head

SCALE IN MILES

1 2 3 4 5 6

PROJECT OVERVIEW

HORSESHOE SHOAL CHANNEL

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

AREA 1

DISPOSAL

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

TURNING BASIN

NORTH WHARF

TURNING BASIN

CENTER WHARF

NORTH ENTRANCE

APPROACH CHANNEL

LOWER MIDNIGHT CHANNEL

X X

m o t-a re a s .d g n

E N

A M

S U

-0

-1

D R

A W

G C

O D

D R

A W

N B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

fiof Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

J .H

A R

G R

O V

E J .M

H E

L L

C R

E E

C H

F E

S C

L U

S A

H A

R G

R O

V E J

C H

E L L

B R

U N

S W

K C

O U

N T

N O

R T

H C

A R

O L

A M

A R

Y O

C E

A N T

E R

A L S

U N

N Y P

T M

T E

N A

N C

E D

R E

D G

G J

U N

W P

M -1

-B -0

MATERIAL DISPOSAL SITE. SEE SHEET CN107 FOR LOCATION AND DETAILS FOR DISPOSAL AREA 1.

DREDGED MATERIAL FROM THE SECURITY BOAT SHALL BE DISPOSED IN DISPOSAL AREA 1 OR IN THE OCEAN DREDGED

APPROACH CHANNELS IS THE OCEAN DREDGED MATERIAL DISPOSAL SITE. SEE SHEETS CN108 AND CN109 FOR DETAILS.

THE GOVERNMENT FURNISHED DISPOSAL AREA FOR DREDGED MATERIAL FROM THE MOTSU TURNING BASINS AND

DESIGNATED REPRESENTATIVE TO BE PRESENT DURING EACH INSPECTION.

PLANT AND EQUIPMENT. THE CONTRACTOR SHALL ARRANGE FOR THE CONTRACTING OFFICER OR HIS/HER

THESE STRUCTURES AND SITE AREAS SHALL BE REINSPECTED BY THE CONTRACTOR FOLLOWING DEMOBILIZATION OF

AND FENDERS AND ALL PROJECT SITE AREAS TO BE UTILIZED OR DISTURBED BY THE CONTRACTOR’S OPERATIONS.

AN INSPECTION OF EXISTING STRUCTURES INCLUDING THE SECURITY BARRIERS, WHARVES, SECURITY BOAT BASIN DOCK, PRIOR TO MOBILIZATION OF PLANT AND EQUIPMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING

SEE SHEETS CN102 THRU CN106 FOR DREDGING DETAILS.

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

OF WORK SHALL BE AT THE DISCRETION OF THE CONTRACTOR.

UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE, THE ORDER

See Sheet CN105

TURNING BASIN

NORTH WHARF

See Sheet CN102

TURNING BASIN

CENTER WHARF

See Sheet CN103

TURNING BASIN

SOUTH WHARF

See Sheet CN104

SOUTH ENTRANCE

APPROACH CHANNEL

See Sheet CN106

BOAT BASIN

SECURITY

See Sheet CN103

SOUTH TO CENTER WHARF

APPROACH CHANNEL

See Sheet CN105

CENTER TO NORTH WHARF

APPROACH CHANNEL

SCALE: 1 : 10,000

1600 800 0 800 1600 2400

SCALE IN FEET

REAVES POINT CHANNEL

CN101

D R

E D

G A

C C

E P

T A

N C

E A

R E

A S

A R

Y O

C E

A N T

E R

A L

NOTES

SECURITY BARRIER

.1 -

-38.8

-38

-3

-38

-3

-38

-3

.1 -

.4 -

.7 -

-34

.8 -

.0 -

BERTH 6

SCALE IN FEET

0500 500400 300 200 100

SCALE: 1:3000

E 2 317 574.0

N 94 195.4

ACCEPTANCE SECTION

C E

H C

"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

E 2 316 890.1

N 94 343.3

SHORELINE

APPROXIMATE

SHORELINE

APPROXIMATE

ACCEPTANCE SECTION

VESSEL AT BERTH

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

N 92,783.7

E 2,318,057.3

BOTTOM

EXISTING

BOTTOM

EXISTING

10.

CONTRACT AWARD BASED ON HISTORICAL INFORMATION.

SHOWN BY THE SOUNDINGS. HOWEVER, ADDITIONAL SHOALING IS EXPECTED TO BE PRESENT BY

AT THE TIME OF THE 4 MAY AND 14-16 JUNE 2017 SURVEYS, ONLY MINOR SHOALING WAS PRESENT AS

TO DREDGING, CONTACT W.A. SODERS @ 910-457-8426 (ALT. MATT SWANSON @ 910-457-8291).

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

TRACTOR SHALL PROVIDE ADVANCED NOTICE AND COORDINATION WITH MOTSU PERSONNEL

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

DREDGING SECTION "B" AND "C".

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

SHEETS CN108 & CN109.

MATERIAL DISPOSAL SITE. FOR LOCATION OF DISPOSAL AREA SEE SHEET GI01. FOR DETAILS SEE

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

LT.BUOY 10S 2317694 92554

LT.BUOY 9S 2317204 92685

LT.BUOY 7S 2317109 91784

DESCRIPTION EASTING NORTHING

EASTING AND NORTHING COORDINATES ARE IN FEET.

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

TIDE GAGE LOCATED AT: LT 14

AND 28 KHZ SOUNDING EQUIPMENT.

"SWART" AND "SANDERSON" USING RTK GPS HORIZONTAL POSITIONING EQUIPMENT

PROJECT SURVEYED 4 MAY AND 14-16 JUNE 2017 WITH DISTRICT SURVEY VESSELS

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

HORIZONTAL DATUM NAD 1983. VERTICAL DATUM MEAN LOWER LOW WATER (M.L.L.W.).

DREDGING SECTION "B"

DREDGI

SECTIO

N "

CHANNEL

LOWER MIDNIGHT

DREDGIN

G S

ECTIO

N "

(3H:1V SIDE SLOPE)

NOT TO SCALE

(BOX CUT)

NOT TO SCALE

SECURITY BARRIER

DOLPHIN PILE

CONTOUR

-3

SOUTH TO CENTER WHARFAPPROACH CHANNEL

TURNING BASIN

SOUTH WHARF

N 92,707.8

E 2,317,655.3

APPROACH CHANNELCENTER TO NORTH WHARF

E N

A M

S U

-0

-1

D R

A W

G C

O D

D R

A W

N B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

fiof Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

J .H

A R

G R

O V

E J .M

H E

L L

C R

E E

C H

F E

S C

L U

S A

H A

R G

R O

V E J

C H

E L L

B R

U N

S W

K C

O U

N T

N O

R T

H C

A R

O L

A M

A R

Y O

C E

A N T

E R

A L S

U N

N Y P

T M

T E

N A

N C

E D

R E

D G

G J

U N

W P

M -1

-B -0

BERTH 4

45+11.930+0020+0010+000+00

AREA TO BE DREDGED

SOUNDINGS

NAVIGATION AIDS

LEGENDNOTES

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

C E

N T

E R W

H A

R F T

U R

G B

A S

m o t_ b a s in

.d g n

OVERDEPTH

2’ ALLOWABLE

OVERDEPTH

2’ ALLOWABLE

LINE (TYP)

CHANNEL PRISM

LINE (TYP)

CHANNEL PRISM

LINE (TYP)

CHANNEL PRISM

40+00

ACCEPTANCE AREA

STATION OFFSET LINE

DREDGING SECTION "B"

(BOX CUT)

NOT TO SCALE

.8 -

.9 -

.6 -

.4 -

.2 -

.0 -

.6 -

.5 -

.4 -

.3 -

.9 -

-38.7

.6 -

-38

-3

-38

.9 -

.8 -

.6 -

.5 -

.1 -

.8 -

.7 -

.5 -

.9 -

.7 -

.3 -

.1 -

.5 -

.2 -

1 -

.9 -

.8 -

.6 -

-1 5.

.4 -

.8 -

.6 -

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

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

CENTER WHARFTURNING BASIN

APPROACH CHANNEL

SOUTH TO CENTER WHARF

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 88,610.8

E 2,317,024.7

"10S"

"9S"

"7S"

CONTOUR

SMALL

BOAT B

ASIN

DREDGING SECTION "B"

SECURITY BARRIER

DREDGING SECTION "A"

APP

ROACH

CHANNEL

DDLE

ENTRANCE

ACCEPTANCE AREA

-38

-3 8 N 91,204.2

E 2,319,368.2

N 92,783.7

E 2,318,057.3

E N

A M

S U

-0

-1

D R

A W

G C

O D

D R

A W

N B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

fiof Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

J .H

A R

G R

O V

E J .M

H E

L L

C R

E E

C H

F E

S C

L U

S A

H A

R G

R O

V E J

C H

E L L

B R

U N

S W

K C

O U

N T

N O

R T

H C

A R

O L

A M

A R

Y O

C E

A N T

E R

A L S

U N

N Y P

T M

T E

N A

N C

E D

R E

D G

G J

U N

W P

M -1

-B -0

BERTH 1

BERTH 3

AREA TO BE DREDGED

SOUNDINGS

NAVIGATION AIDS

LEGEND

SCALE IN FEET

0500 500400 300 200 100

SCALE: 1:3000

31+59.7 30+00

20+00

10+00

0+00

HORIZONTAL DATUM NAD 1983. VERTICAL DATUM MEAN LOWER LOW WATER (M.L.L.W.).

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 4 MAY & 14-16 JUNE 2017 WITH DISTRICT SURVEY VESSELS "SWART",

AND "SANDERSON" USING RTK GPS HORIZONTAL POSITIONING EQUIPMENT

AND 28 KHZ SOUNDING E

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