Amdt003_Drawings.pdf

PDF 10 MB Posted Jul 12, 2016

Attached to: Wilmington Harbor Mid-River & Military Ocean Terminal at Sunny Point Dredging Maintenance
Solicitation number: W912PM-16-B-0008
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

About this file

From the source

Amendment 0003 Drawing Sheets

View the file

Other files

File	Type	Posted
W912PM-16-B-0008_Mid-River_MOTSU_IFB_Abstract.pdf	PDF	Jul 22, 2016
R1-R15_MOTSU_Reference_Drawings.pdf	PDF	Jul 12, 2016
W912PM-16-B-0008_Amendment_0003.pdf	PDF	Jul 12, 2016
W912PM-16-B-0008 _Amendment_0003_(Conformed_Copy).pdf	PDF	Jul 12, 2016
W912PM-16-B-0008 _Amendment_0002_(CC).pdf	PDF	Jun 30, 2016
W912PM-16-B-0008 _Amd_0002_(SF30).pdf	PDF	Jun 30, 2016
W912PM-16-B-0008-0001_CC.pdf	PDF	Jun 29, 2016
W912PM-16-B-0008_Amendment_0001_Draft.pdf	PDF	Jun 29, 2016
ADV_PLANS_WHMR_2016.pdf	PDF	Jun 17, 2016
wil-sm_2016-04-18cs_all.zip	ZIP file	Jun 17, 2016
Adv_Specs.pdf	PDF	Jun 17, 2016

Show all 11

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Cape Lookout

PROJECT

OCE

City Morehead

O C

U N

T Y

C O

U N

T Y

H N

E W

A N

O V

E R

S B

R U

N W

Plate No. Title

Wilmington

Beach

Carolina

Beach

Wrightsville

Kure Beach

MATCH LINE

STRUCTURE (WOFES)

FISHERY ENHANCEMENT

WILMINGTON OFFSHORE

INDEX OF DRAWINGS

GI01

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

Southport

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,

BUOY "2"

GI01 INDEX OF DRAWINGS, PROJECT VICINITY, LOCATION AND DISPOSAL AREA MAPS

CHANNEL

BALDHEAD SHOAL

CHIEF, DESIGN and GENERAL ENGINEERING SECTION

13 JUNE 2016

SEE INSET

INSET

SUNNY POINT

MILITARY OCEAN TERMINAL

SEE PLATES CN109 THRU CN115

SEE PLATE CN103

KEG ISLAND CHANNEL

SEE PLATE CN102

LOWER BIG ISLAND CHANNEL

SEE PLATE CN101

UPPER BIG ISLAND CHANNEL

CN101 UPPER BIG ISLAND CHANNEL

CN102 LOWER BIG ISLAND CHANNEL

CN103 KEG ISLAND CHANNEL

SEE PLATES CN106 & CN107

UPPER MIDNIGHT CHANNEL

CN104 LOWER LILLIPUT CHANNEL STA. 0+00 TO STA. 45+00

CN105 LOWER LILLIPUT CHANNEL STA. 45+00 TO STA. 108+24.57

APPROACH CHANNEL NORTH ENTRANCE

CN110 NORTH WHARF TURNING BASIN, APPROACH CHANNEL CENTER TO NORTH WHARF, &

CN109 MILITARY OCEAN TERMINAL DREDGING ACCEPTANCE AREAS

CN111 CENTER WHARF TURNING BASIN

APPROACH CHANNEL MIDDLE ENTRANCE

CN112 SOUTH WHARF TURNING BASIN, APPROACH CHANNEL SOUTH TO CENTER WHARF, &

CN113 APPROACH CHANNEL SOUTH ENTRANCE

A N

D D

P O

S A

L A

R E

A M

A P

S P

R O J E

C T V

Y L

O C

A T

D E

X O

F D

R A

G S w h m r_ lo c d a m a p -1

.d g n

SEE PLATE CN108

SEE PLATES CN104 & CN105

LOWER LILLIPUT CHANNEL

CN106 UPPER MIDNIGHT CHANNEL STA. 0+00 TO STA. 90+00

SEE PLATES CN116, CN117, & CN118

DISPOSAL SITE DISPOSAL ZONES

OCEAN DREDGED MATERIAL

CN117 MOTSU MAINTENANCE DREDGING DISPOSAL ZONE

DISPOSAL ZONE

CN118 WILMINGTON HARBOR FEDERAL NAVIGATION CHANNEL MAINTENANCE DREDGING

FOR DETAILS

CN117, & CN118

SEE PLATES CN116,

SITE (ODMDS)

MATERIAL DISPOSAL

OCEAN DREDGED

CN114 SECURITY BOAT BASIN

CN115 SECURITY BOAT BASIN DREDGING DISPOSAL AREA

CN107 UPPER MIDNIGHT CHANNEL STA. 90+00 - STA. 137+35.95

CN119 MOTSU DISPOSAL AREA 1 DETAILS

CN108 HORSESHOE SHOAL CHANNEL

CHANNEL

HORSESHOE SHOAL

CN116 WILMINGTON OCEAN DREDGED MATERIAL DISPOSAL SITE DISPOSAL ZONES

13 JUNE 2016

REFERENCE DRAWINGS

R-1 T-1 TITLE SHEET

R-4 D-1 EXISTING LAYOUT AND DEMOLITION PLAN

R-5 C-1 SECURITY BOAT HARBOR LAYOUT

R-6 C-2 FLOATING DOCK LAYOUT DETAILS, SHEET 1

R-7 C-3 FLOATING DOCK LAYOUT DETAILS, SHEET 2

R-8 C-4 FLOATING DOCK SECTIONS

R-9 C-5 DETAILS

R-10 C-6 PARTIAL-DEPTH SHEETPILE WALL DETAILS

R-11 E-1 ELECTRICAL LEGEND AND NOTES

R-12 E-2 ELECTRICAL LAYOUT, SHEET 1

R-2 G-1 GENERAL NOTES, SHEET 1

R-3 G-2 GENERAL NOTES, SHEET 2

R-13 E-3 ELECTRICAL LAYOUT, SHEET 2

R-14 E-4 ONE-LINE, PANEL BOARD SCHEDULE AND DETAILS

R-15 E-5 ELECTRICAL DETAILS

A D

D E

D R

E F

E R

E N

C E D

R A

G S T

O I

N D

E X O

F D

R A

G S

U L

F E

B C D

E F G H I

NUMBER

PLATE

G T

O N

N O

R T

H C

A R

O L

A C

O R

P S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

T D

E S

N E

D B

C H

K B

D A

T E

R E

W E

D B

C H

D E

N G

E N E

N G

R S

E C

D R

A W

G C

O D

E N

A M

S Y

M B

O L

D E

S C

N D

A T

E A

P P

R O

V E

U N

J T

L T

C W

H -0

-1

N O

R T

H C

A R

O L

A S

U N

N Y P

N E

W H

A N

O V

E R A

N D B

R U

N S

K C

O U

N T

S M

-R

E R C

H A

N N

E L S M

A R

Y O

C E

A N T

E R

A L

M A

T E

N A

N C

E D

R E

D G

G T

O N H

A R

B O

Island

Bald Head

64201

SCALE IN MILES

DARE

N E

W H

A N

O V E

M O

O R

CHATHAM

A L

A M

A N

C E

CARTERET

S O U T H C A R

O L I N

Wilmington

Manteo

Elizabeth City

Cape Hatteras

Cape Fear

Rodanthe

PROJECT LOCATION

Not To Scale

PROJECT VICINITY

C O S

O U N D

R O

A N

O K E

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

PERSON

ORANGE

DURHAM

WAKE

JOHNSTON

FRANKLIN

VANCE WARREN HALIFAX

HERTFORD

NASH

WILSON

SAMPSON

CUMBERLAND

G R

A N

L E

P E R

Q U

A N S

MARTIN

BERTIE

GREENE

LENOIR

WAYNE

HARNETT

BLADEN

NOTES

EXISTING AT THAT TIME.

DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS MADE ON THE

AVAILABLE AT THE TIME.

GAGE TIDAL VALUES FOR FINAL MAPPING AND QUANTITY CALCULATIONS IF RTK GPS IS UN-

FOR VERIFICATION OF RTK GPS TIDES. THE WILMINGTON DISTRICT WILL ONLY USE STAFF

USE OF TIDE VALUES FOR THIS GAGE ARE RESTRICTED TO QUALITY ASSURANCES PURPOSES

GPS REFERENCED TIDE GAGE LOCATED AT: SOUTH WHARF TURNING BASIN, 6 NAILS, M.L.L.W.

HORIZONTAL POSITIONING EQUIPMENT AND 28 KHZ SOUNDING EQUIPMENT.

PROJECT SURVEYED 7-10 MARCH 2016 WITH DISTRICT VESSEL "J. BUTLER" USING RTK GPS

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 MEAN

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

CN115.

TERMINAL, SUNNY POINT DISPOSAL AREA 1. FOR LOCATION OF DISPOSAL AREA SEE PLATE

THE GOVERNMENT FURNISHED DISPOSAL AREA FOR DREDGED MATERIAL IS MILITARY OCEAN

CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE.

DREDGING IN EXCESS OF SPECIFIED LIMITS SHALL BE REPAIRED TO THE SATISFACTION OF THE

TO THE EXISTING STRUCTURES CAUSED BY IMPACT FROM THE DREDGE OR OTHER PLANT OR BY

THE VICINITY OF THE WAVE ATTENUATOR, WHARF, PILES AND OTHER STRUCTURES. ANY DAMAGE

THE CONTRACTOR SHALL EXERCISE APPROPRIATE CARE WHEN DREDGING ADJACENT TO OR IN

ALLOW FOR DREDGING WITHIN THE BOAT SLIPS. THE EXISTING PILES SHALL REMAIN IN PLACE.

PRIOR TO DREDGING, MOTSU PERSONNEL SHALL REMOVE THE EXISTING FLOATING DOCKS TO

LEGEND

NAVIGATION AIDS

SOUNDINGS

AREA TO BE DREDGED

CONTOUR

BOTTOM

EXISTING

NOT TO SCALE

(3H:1V SIDE SLOPE)

N 99,152.7

E 2,317,969.6

OVERDEPTH

2’ ALLOWABLE

BOTTOM

RIVER

EXIST.

WHARF OR WAVE ATTENUATOR

CLOSER THAN 15’ FROM FACE OF

CUTTERHEAD SHALL NOT SWING ANY

NORTH WHARF

M.L.L.W.

TYPICAL DREDGING SECTION B

E X

G W

A V

E A

T T E

N U

A T

O R

N 99,110.8

E 2,318,048.6

N 98,970.0

E 2,317,973.8

N 99,011.7

E 2,317,895.1

N 98,985.2

E 2,317,881.0

N 98,917.9

E 2,318,007.9

NOT TO SCALE

VARIES

DEPTHREQUIRED

M.L.L.W.

REQUIRED DEPTH

DREDGING SECTION "A"

OVERDEPTH

2’ ALLOWABLE

LINE (TYP)

BASIN PRISM

S E

C T

N B

U S E T

Y P D

R E

D G

S E

C T

N A

U S E T

Y P D

R E

D G

N 98,811.0

E 2,317,962.6

N 99,135.9

E 2,317,895.2

N 98,911.3

E 2,317,777.2

N 98,954.9

E 2,317,839.5

N 98,878.5

E 2,317,801.7

E 2,317,770.0

N 99,004.3

E 2,317,786.0

N 99,061.8

GANGWAY

N O

R T H W

H A R F

BASIN PRISM LINE

E 2,317,851.5

N 99,130.4

FLOATING DOCK

E 2318200

N 99000 N 99000

E 2318400

E 2318200

N 99200

E 2317800

N 98800N 98800

E 2317600

N 99000

E 2317600

E 2318400

N 99400

T U

R N

G B

A S

N O

R T

H W

H A

R F

C E

N T E

R T

O N

O R

T H W

H A

R F

A P P

R O

A C

H C

H A

N N

E L

-12

-1

-12

S E C T

N A

U S E T

Y P D R E D

G SECTION BUSE TYP DREDGING

SCALE IN FEET

080 80 12040 40

CN114

.d g n w h m r-m o t_ s e c b o a td o c k

S E

C U

Y B

O A

T B

A S

R E

E D N

O T

U L

F E

B C D

E F G H I

NUMBER

PLATE

G T

O N

N O

R T

H C

A R

O L

A C

O R

P S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

T D

E S

N E

D B

C H

K B

D A

T E

R E

W E

D B

C H

D E

N G

E N E

N G

R S

E C

D R

A W

G C

O D

E N

A M

S Y

M B

O L

D E

S C

N D

A T

E A

P P

R O

V E

U N

J T

L T

C W

H -0

-1

N O

R T

H C

A R

O L

A S

U N

N Y P

N E

W H

A N

O V

E R A

N D B

R U

N S

K C

O U

N T

S M

-R

E R C

H A

N N

E L S M

A R

Y O

C E

A N T

E R

A L

M A

T E

N A

N C

E D

R E

D G

G T

O N H

A R

SCALE: 1 : 500

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