cn103.pdf

PDF 1 MB Posted May 19, 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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From the source

Amendment 0001 Revised Plate

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Other files

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
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
MOTSU_Drdg_AdvPlans.pdf	PDF	Apr 24, 2015

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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

R e v is e d N o te

L D

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. 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

G E

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

A P P

R O

A N

D L E

S O

U T

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

R P S

O F

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

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