H.01.03_SPECS for CRIB 463pgs 102020.pdf

PDF 7 MB Posted Dec 31, 2020

Attached to: Maintenance Dredging for Craney Island Rehandling Basin
Solicitation number: W9123621B5004
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for maintenance dredging of the Craney Island Rehandling Basin located in Portsmouth, Virginia. Services required include dredging the basin, north and south access channels, and debris channel to depths ranging from -9 to -30 feet below mean lower low water, with allowable overdepths of up to two additional feet. Bids are due by January 22, 2021, with award anticipated by February 2021. Pricing will be on a unit price basis by cubic yard of material removed and placed in the designated disposal area. The total estimated quantity is approximately 1.5 million cubic yards. The period of performance is 180 days following notice to proceed. The soliciting agency is the Department of the Army Corps of Engineers, Norfolk District.

View the file

Other files

File	Type	Posted
C.04.01_OF1419 - FINAL Abstract of Offers CONST Bid Opening for CIRB Dredging W9123621B5004 02022021.pdf	PDF	Feb 4, 2021
A.07.24_Solicitation Amendment 3 for CIRB W9123621B5004 0003 01272021.pdf	PDF	Jan 27, 2021
A.07.24_Solicitation Amendment 2 for CIRB W9123621B5004 0002 01222021.pdf	PDF	Jan 22, 2021
H.01.03_SPECS FINAL 463 pgs CRIB 2020 01142021.pdf	PDF	Jan 15, 2021
A.07.24_Solicitation Amendment 1 for CIRB W9123621B5004 0001 01152021.pdf	PDF	Jan 15, 2021
W9123621B5004 Solicitation.pdf	PDF	Dec 31, 2020

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.

Craney Island Rehandling Basin" CIRB2020

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

01 57 50 ENDANGERED SPECIES EQUIPMENT AND PROCEDURES - PIPELINE

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15

LIST OF DRAWINGS

01/07

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1

SECTION 00 01 15

LIST OF DRAWINGS

01/07

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET NO. TITLE

CRANEY ISLAND REHANDLING BASIN,

PLANS FOR DREDGING: SURVEY OF 2020

1 OF 4 TITLE SHEET

2 OF 4 MAPPING SHEET

3 OF 4 MAPPING SHEET

4 OF 4 DETAIL SHEET

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

DOCUMENT 00 01 15 Page 2

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

N O

R F

O L

A R

B O

I R

G I N

I A

S U

R V

E Y

O V

E M

B E

P L

A N

D G

I N

C R

A N

I S

L A

A N

D L I N

A S

I N

CRANEY ISLAND REHANDLING BASIN

PLANS FOR DREDGING

SURVEY OF NOVEMBER 2019

NORFOLK HARBOR, VIRGINIA

US Army Corps of Engineers

Norfolk District

AutoCAD SHX Text N O R F O L K

AutoCAD SHX Text P O R T S M O U T H

AutoCAD SHX Text N E W P O R T

AutoCAD SHX Text N E W S

AutoCAD SHX Text H A M P T O N

AutoCAD SHX Text

PINNER POINT

AutoCAD SHX Text

LAMBERT POINT

AutoCAD SHX Text

TANNER POINT

AutoCAD SHX Text

WILLOUGHBY SPIT

AutoCAD SHX Text

FORT WOOL

AutoCAD SHX Text

OLD POINT COMFORT

AutoCAD SHX Text

FORT MONROE

AutoCAD SHX Text

SEWELLS POINT

AutoCAD SHX Text

JAMES RIVER

AutoCAD SHX Text

WILLOUGHBY BAY

AutoCAD SHX Text

MIDDLE GROUND

AutoCAD SHX Text

LIGHT

AutoCAD SHX Text

MONITOR MERRIMAC

AutoCAD SHX Text

MEMORIAL

AutoCAD SHX Text

BRIDGE-TUNNEL

AutoCAD SHX Text

CHESAPEAKE BAY

AutoCAD SHX Text

SCALE IN MILES

AutoCAD SHX Text

LOCATION OF WORK

AutoCAD SHX Text 36%%D56'

AutoCAD SHX Text 76%%D20'

AutoCAD SHX Text

CORNER POINT COORDINATES SOUTH ACCESS CHANNEL

AutoCAD SHX Text 12,113,896.50

AutoCAD SHX Text 12,115,202.65

AutoCAD SHX Text 12,115,162.94

AutoCAD SHX Text 12,113,856.80

AutoCAD SHX Text 3,492,891.08

AutoCAD SHX Text 3,492,200.14

AutoCAD SHX Text 3,492,447.41

AutoCAD SHX Text 3,493,138.34

AutoCAD SHX Text

SW CORNER

AutoCAD SHX Text

SE CORNER

AutoCAD SHX Text

NE CORNER

AutoCAD SHX Text

NW CORNER

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

EAST (X)

AutoCAD SHX Text

NORTH (Y)

AutoCAD SHX Text

NORTH (Y)

AutoCAD SHX Text

EAST (X)

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

NW CORNER

AutoCAD SHX Text

NE CORNER

AutoCAD SHX Text

SE CORNER

AutoCAD SHX Text

SW CORNER

AutoCAD SHX Text 3,493,864.39

AutoCAD SHX Text 3,494,929.46

AutoCAD SHX Text 3,494,682.21

AutoCAD SHX Text 3,493,617.13

AutoCAD SHX Text 12,113,740.23

AutoCAD SHX Text 12,114,764.40

AutoCAD SHX Text 12,114,804.10

AutoCAD SHX Text 12,113,779.93

AutoCAD SHX Text

CORNER POINT COORDINATES NORTH ACCESS CHANNEL

AutoCAD SHX Text

CENTERLINE COORDINATES DEBRIS CHANNEL

AutoCAD SHX Text 12,112,366.84

AutoCAD SHX Text 12,111,496.98

AutoCAD SHX Text 3,493,586.96

AutoCAD SHX Text 3,493,447.29

AutoCAD SHX Text 300+00

AutoCAD SHX Text 308+81

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

EAST (X)

AutoCAD SHX Text

NORTH (Y)

AutoCAD SHX Text

NORTH (Y)

AutoCAD SHX Text

EAST (X)

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

NE CORNER

AutoCAD SHX Text

SE CORNER

AutoCAD SHX Text

SW CORNER

AutoCAD SHX Text

NW CORNER

AutoCAD SHX Text 3,493,920.78

AutoCAD SHX Text 3,492,834.69

AutoCAD SHX Text 3,492,612.74

AutoCAD SHX Text 3,493,698.83

AutoCAD SHX Text 12,113,731.17

AutoCAD SHX Text 12,113,905.56

AutoCAD SHX Text 12,112,523.26

AutoCAD SHX Text 12,112,348.88

AutoCAD SHX Text

CORNER POINT COORDINATES REHANDLING BASIN

AutoCAD SHX Text PROJECT DIMENSIONS: A rehandling basin as shown 40 feet deep protected by a spur levee and provided with approach and exit channels 200 feet wide, 18 feet deep to the Norfolk Harbor 50-ft channel. For the removal of debris a channel 80 feet wide, 9 feet deep from the rehandling basin to the main levee. MEAN LOWER LOW WATER (MLLW), National Tidal Datum Epoch (NTDE) 1983-2001, was determined by using the NOAA VDATUM program at CE "NICO, 1993" and is 1.67 feet above North American Vertical Datum of 1988(NAVD88) based on U.S. Army Corps of Engineers digital leveling. SOUNDINGS are in feet referred to NOS MLLW and were taken on 19 & 20 November 2019. MEAN RANGE OF TIDE is 2.58 feet at Craney Island bulkhead, Virginia, based on NOS observations, NTDE 1983-2001. COORDINATES are referred to the Virginia State Plane Coordinate System, south zone in U. S. survey feet, and are based on the North American Datum of 1983. ALL NAVIGATION AIDS shown on this map are private aids maintained by the U.S. Army Corps of Engineers. LAST DREDGED by Cottrell Contracting during the period 19 April through 17 December 2017, under Contract No. W91236-17-C-0006 dated 13 June 2016.

AutoCAD SHX Text The information depicted on this map represents the results of surveys made on the date(s) indicated and can only be considered as indicating the general conditions existing at that time.

AutoCAD SHX Text

%%ULOCATION MAP

AutoCAD SHX Text %%uVICINITY MAP

AutoCAD SHX Text 76%%D 10'

AutoCAD SHX Text Mathews County

AutoCAD SHX Text

HWY

AutoCAD SHX Text

CHESAPEAKE BAY

AutoCAD SHX Text

ATLANTIC OCEAN

AutoCAD SHX Text

AutoCAD SHX Text Norfolk

AutoCAD SHX Text 37%%D 00'

AutoCAD SHX Text

(HWY 13)

AutoCAD SHX Text Hampton

AutoCAD SHX Text York

AutoCAD SHX Text River

AutoCAD SHX Text Suffolk

AutoCAD SHX Text Chesapeake

AutoCAD SHX Text Portsmouth

AutoCAD SHX Text York

AutoCAD SHX Text County

AutoCAD SHX Text Poquoson

AutoCAD SHX Text James

AutoCAD SHX Text River

AutoCAD SHX Text

CBBT

AutoCAD SHX Text Fishermans Island

AutoCAD SHX Text Cape Henry

AutoCAD SHX Text Newport

AutoCAD SHX Text News

AutoCAD SHX Text I-664

AutoCAD SHX Text

US HWY

AutoCAD SHX Text

AutoCAD SHX Text Virginia Beach

AutoCAD SHX Text Cape Charles

AutoCAD SHX Text Isle Of Wight

AutoCAD SHX Text

HRBT

AutoCAD SHX Text Gloucester County

AutoCAD SHX Text

SCALE IN MILES

AutoCAD SHX Text

VIRGINIA

AutoCAD SHX Text

NORTH CAROLINA

AutoCAD SHX Text I-64

AutoCAD SHX Text I 664

AutoCAD SHX Text

VICINITY OF WORK

AutoCAD SHX Text

24 APR 20

AutoCAD SHX Text

CIR.2019-11-19.PS

AutoCAD SHX Text M.A.W.

AutoCAD SHX Text J.W.M.

AutoCAD SHX Text J.N.C.

AutoCAD SHX Text P.M.R.

AutoCAD SHX Text J.N.C.

AutoCAD SHX Text

APP.

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SURVEYED BY:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

SUBMITTED:

AutoCAD SHX Text

NORFOLK DISTRICT

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

NORFOLK DISTRICT FILE NO.:

AutoCAD SHX Text

DRAWING NO.:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDICATED ON INDEX TO DRAWINGS.

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

DEPARTMENT OF THE ARMY

AutoCAD SHX Text

NORFOLK DISTRICT, CORPS OF ENGINEERS

AutoCAD SHX Text

CHIEF, WATER RESOURCES DIVISION

AutoCAD SHX Text

CHIEF, DESIGN SECTION

AutoCAD SHX Text

CHIEF, OPERATIONS BRANCH

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

REVIEWED:

AutoCAD SHX Text

SUBMITTED:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

CHIEF, NAVIGATION SUPPORT AND SURVEY SECTION

AutoCAD SHX Text (1)

AutoCAD SHX Text

NORTH (Y)

AutoCAD SHX Text

EAST (X)

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

SE CORNER

AutoCAD SHX Text

S (MIDDLE)

AutoCAD SHX Text

SW CORNER

AutoCAD SHX Text 3,493,547.46

AutoCAD SHX Text 3,493,439.51

AutoCAD SHX Text 3,493,257.75

AutoCAD SHX Text 3,493,249.82

AutoCAD SHX Text 12,112,373.18

AutoCAD SHX Text 12,111,700.80

AutoCAD SHX Text 12,111,578.06

AutoCAD SHX Text 12,111,528.69

AutoCAD SHX Text

CORNER POINT COORDINATES DEBRIS CHANNEL

AutoCAD SHX Text

NW CORNER

AutoCAD SHX Text

N (MIDDLE)

AutoCAD SHX Text

NE CORNER

AutoCAD SHX Text 3,493,664.51

AutoCAD SHX Text 3,493,672.44

AutoCAD SHX Text 3,493,518.49

AutoCAD SHX Text 3,493,626.45

AutoCAD SHX Text 12,111,462.11

AutoCAD SHX Text 12,111,511.47

AutoCAD SHX Text 12,111,688.11

AutoCAD SHX Text 12,112,360.50

AutoCAD SHX Text

FILE NUMBER

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

CIR.2019-11-19.PS(2)

AutoCAD SHX Text

CIR.2019-11-19.PS(1)

AutoCAD SHX Text

TITLE SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

INDEX TO DRAWINGS

AutoCAD SHX Text

MAPPING SHEET

AutoCAD SHX Text

CIR.2019-11-19.PS(3)

AutoCAD SHX Text

MAPPING SHEET

AutoCAD SHX Text

CIR.2019-11-19.PS(4)

AutoCAD SHX Text

DETAIL SHEET

AutoCAD SHX Text +12.80'

AutoCAD SHX Text +5.58'

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

BENCHMARKS

AutoCAD SHX Text Elevations are relative to NOS MLLW, 1983-2001 NTDE

AutoCAD SHX Text

CE "NICO, 1993" NICO, 1993"

AutoCAD SHX Text

CE "REHANDLING, 2015" REHANDLING, 2015"

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

POWER TRANSMISSION LINE

AutoCAD SHX Text Dredging Area (Rehandling Basin) - Within this area, the removal of all material to a depth of 28 feet below MLLW (NOS) is required. Two (2) additional feet of depth will be allowed with the base scope of work. Areas with optional dredging depth found on Sheet 4 will be represented by the same hatching.

AutoCAD SHX Text Dredging Area (Access Channels) - Within this area, material shall be removed to a required Dredging depth of -18 feet with two feet allowable overdepth.

AutoCAD SHX Text Dredging Area (Debris Channel) - Within this area, material shall be removed to a required Dredging depth of -9 feet with two feet allowable overdepth.

AutoCAD SHX Text

TOE OF AUTHORIZED CHANNEL

AutoCAD SHX Text

OYSTER GROUNDS

R F

O L

A R

B O

I R

G I N

I A

S U

R V

O V

E M

B E

P L

A N

D G

I N

C R

A N

L A

A N

D L I N

A S

I N

US Army Corps of Engineers

Norfolk District

AutoCAD SHX Text B A S I N

AutoCAD SHX Text R E H A N D L I N G

AutoCAD SHX Text

NORTH ACCESS CHANNEL TO REHANDLING BASIN

AutoCAD SHX Text

PIER IN RUINS

AutoCAD SHX Text

SPUR LEVEE

AutoCAD SHX Text

APPROXIMATE LOCATION OF SUNKEN BARGE

AutoCAD SHX Text Ebb

AutoCAD SHX Text Flood

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

DIFFERENCE OCCURS AT: E 12,113,000 N 3,493,000

AutoCAD SHX Text

GRID NORTH

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

AutoCAD SHX Text %%D

AutoCAD SHX Text

SOUTH ACCESS CHANNEL TO REHANDLING BASIN

AutoCAD SHX Text

DEBRIS CHANNEL

AutoCAD SHX Text N 3,493,000

AutoCAD SHX Text N 3,495,000

AutoCAD SHX Text N 3,494,000

AutoCAD SHX Text N 3,493,000

AutoCAD SHX Text E 12,112,000

AutoCAD SHX Text E 12,113,000

AutoCAD SHX Text E 12,114,000

AutoCAD SHX Text E 12,115,000

AutoCAD SHX Text E 12,116,000

AutoCAD SHX Text E 12,112,000

AutoCAD SHX Text E 12,114,000

AutoCAD SHX Text E 12,116,000

AutoCAD SHX Text Pile

AutoCAD SHX Text Benchmark: CE "NICO 1993" NICO 1993" Elevation is +12.80 feet above NOS MLLW, NTDE 1983-2001.

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text Front Range for North Access Channel

AutoCAD SHX Text Front Range for South Access Channel

AutoCAD SHX Text

- CABLE AREA - VIRGINIA POWER LINE A (NORTH) -95.0 feet NOS MLLW (1983-2001) LINE B (SOUTH) -110.0 feet NOS MLLW (1983-2001) AT CRANEY ISLAND 200' SOUTH ACCESS CHANNEL

AutoCAD SHX Text

- CABLE AREA - VIRGINIA POWER SUBMARINE CABLES AUTHORIZED DEPTH 33 FT BELOW MLLW 200' CHANNEL

AutoCAD SHX Text N 3,494,000

AutoCAD SHX Text E 12,113,000

AutoCAD SHX Text 14.5

AutoCAD SHX Text 13.8

AutoCAD SHX Text 13.6

AutoCAD SHX Text 13.5

AutoCAD SHX Text 13.4

AutoCAD SHX Text 12.8

AutoCAD SHX Text 12.5

AutoCAD SHX Text 12.3

AutoCAD SHX Text 11.4

AutoCAD SHX Text 11.2

AutoCAD SHX Text 11.1

AutoCAD SHX Text 10.8

AutoCAD SHX Text 10.5

AutoCAD SHX Text 9.4

AutoCAD SHX Text 8.8

AutoCAD SHX Text 8.3

AutoCAD SHX Text 8.0

AutoCAD SHX Text 7.0

AutoCAD SHX Text 6.8

AutoCAD SHX Text 6.7

AutoCAD SHX Text 5.5

AutoCAD SHX Text 5.2

AutoCAD SHX Text 5.1

AutoCAD SHX Text 5.0

AutoCAD SHX Text 4.9

AutoCAD SHX Text 4.3

AutoCAD SHX Text 2.1

AutoCAD SHX Text 1.1

AutoCAD SHX Text 0.9

AutoCAD SHX Text 0.8

AutoCAD SHX Text 0.7

AutoCAD SHX Text 0.0

AutoCAD SHX Text +1.3

AutoCAD SHX Text 13.2

AutoCAD SHX Text 13.1

AutoCAD SHX Text 12.4

AutoCAD SHX Text 11.6

AutoCAD SHX Text 11.5

AutoCAD SHX Text 11.3

AutoCAD SHX Text 10.6

AutoCAD SHX Text 10.5

AutoCAD SHX Text 10.4

AutoCAD SHX Text 10.1

AutoCAD SHX Text 9.9

AutoCAD SHX Text 9.8

AutoCAD SHX Text 9.7

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.4

AutoCAD SHX Text 9.3

AutoCAD SHX Text 8.8

AutoCAD SHX Text 8.7

AutoCAD SHX Text 8.6

AutoCAD SHX Text 8.0

AutoCAD SHX Text 7.8

AutoCAD SHX Text 7.6

AutoCAD SHX Text 7.2

AutoCAD SHX Text 7.0

AutoCAD SHX Text 6.6

AutoCAD SHX Text 6.5

AutoCAD SHX Text 5.9

AutoCAD SHX Text 5.7

AutoCAD SHX Text 5.3

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4.6

AutoCAD SHX Text 13.7

AutoCAD SHX Text 13.4

AutoCAD SHX Text 13.3

AutoCAD SHX Text 13.2

AutoCAD SHX Text 13.0

AutoCAD SHX Text 12.9

AutoCAD SHX Text 12.7

AutoCAD SHX Text 12.1

AutoCAD SHX Text 12.0

AutoCAD SHX Text 11.9

AutoCAD SHX Text 11.6

AutoCAD SHX Text 11.5

AutoCAD SHX Text 11.3

AutoCAD SHX Text 11.0

AutoCAD SHX Text 10.9

AutoCAD SHX Text 10.4

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.1

AutoCAD SHX Text 8.8

AutoCAD SHX Text 8.6

AutoCAD SHX Text 8.5

AutoCAD SHX Text 8.4

AutoCAD SHX Text 8.3

AutoCAD SHX Text 7.8

AutoCAD SHX Text 7.6

AutoCAD SHX Text 7.5

AutoCAD SHX Text 7.4

AutoCAD SHX Text 7.3

AutoCAD SHX Text 7.1

AutoCAD SHX Text 7.0

AutoCAD SHX Text 6.8

AutoCAD SHX Text 6.7

AutoCAD SHX Text 6.6

AutoCAD SHX Text 6.5

AutoCAD SHX Text 6.3

AutoCAD SHX Text 5.8

AutoCAD SHX Text 5.7

AutoCAD SHX Text 5.6

AutoCAD SHX Text 5.4

AutoCAD SHX Text 5.0

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.0

AutoCAD SHX Text 3.6

AutoCAD SHX Text 3.5

AutoCAD SHX Text 3.4

AutoCAD SHX Text 3.3

AutoCAD SHX Text 3.2

AutoCAD SHX Text 3.1

AutoCAD SHX Text 2.8

AutoCAD SHX Text 2.7

AutoCAD SHX Text 2.6

AutoCAD SHX Text 18.0

AutoCAD SHX Text 17.8

AutoCAD SHX Text 17.6

AutoCAD SHX Text 17.5

AutoCAD SHX Text 17.4

AutoCAD SHX Text 17.1

AutoCAD SHX Text 16.9

AutoCAD SHX Text 16.8

AutoCAD SHX Text 16.7

AutoCAD SHX Text 15.8

AutoCAD SHX Text 15.7

AutoCAD SHX Text 15.5

AutoCAD SHX Text 15.3

AutoCAD SHX Text 15.0

AutoCAD SHX Text 14.7

AutoCAD SHX Text 14.4

AutoCAD SHX Text 14.3

AutoCAD SHX Text 14.2

AutoCAD SHX Text 13.7

AutoCAD SHX Text 13.5

AutoCAD SHX Text 13.1

AutoCAD SHX Text 13.0

AutoCAD SHX Text 12.5

AutoCAD SHX Text 12.4

AutoCAD SHX Text 12.0

AutoCAD SHX Text 11.9

AutoCAD SHX Text 11.5

AutoCAD SHX Text 11.3

AutoCAD SHX Text 11.0

AutoCAD SHX Text 10.9

AutoCAD SHX Text 10.8

AutoCAD SHX Text 10.7

AutoCAD SHX Text 10.5

AutoCAD SHX Text 10.4

AutoCAD SHX Text 10.3

AutoCAD SHX Text 10.1

AutoCAD SHX Text 10.0

AutoCAD SHX Text 9.9

AutoCAD SHX Text 9.8

AutoCAD SHX Text 9.6

AutoCAD SHX Text 8.9

AutoCAD SHX Text 8.8

AutoCAD SHX Text 8.7

AutoCAD SHX Text 8.5

AutoCAD SHX Text 8.4

AutoCAD SHX Text 8.3

AutoCAD SHX Text 8.2

AutoCAD SHX Text 8.1

AutoCAD SHX Text 8.0

AutoCAD SHX Text 7.9

AutoCAD SHX Text 7.7

AutoCAD SHX Text 7.6

AutoCAD SHX Text 6.6

AutoCAD SHX Text 6.5

AutoCAD SHX Text 6.2

AutoCAD SHX Text 4.3

AutoCAD SHX Text 3.8

AutoCAD SHX Text 3.7

AutoCAD SHX Text 3.6

AutoCAD SHX Text 3.5

AutoCAD SHX Text 3.2

AutoCAD SHX Text 3.1

AutoCAD SHX Text 2.5

AutoCAD SHX Text 20.9

AutoCAD SHX Text 20.6

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.2

AutoCAD SHX Text 20.0

AutoCAD SHX Text 19.8

AutoCAD SHX Text 19.6

AutoCAD SHX Text 19.3

AutoCAD SHX Text 19.2

AutoCAD SHX Text 18.4

AutoCAD SHX Text 17.9

AutoCAD SHX Text 17.7

AutoCAD SHX Text 17.6

AutoCAD SHX Text 17.5

AutoCAD SHX Text 17.3

AutoCAD SHX Text 17.2

AutoCAD SHX Text 16.6

AutoCAD SHX Text 16.4

AutoCAD SHX Text 16.3

AutoCAD SHX Text 16.1

AutoCAD SHX Text 15.9

AutoCAD SHX Text 15.8

AutoCAD SHX Text 15.7

AutoCAD SHX Text 15.2

AutoCAD SHX Text 15.1

AutoCAD SHX Text 15.0

AutoCAD SHX Text 14.7

AutoCAD SHX Text 14.3

AutoCAD SHX Text 13.8

AutoCAD SHX Text 13.2

AutoCAD SHX Text 12.7

AutoCAD SHX Text 12.6

AutoCAD SHX Text 12.1

AutoCAD SHX Text 11.8

AutoCAD SHX Text 11.4

AutoCAD SHX Text 11.2

AutoCAD SHX Text 11.1

AutoCAD SHX Text 10.9

AutoCAD SHX Text 10.5

AutoCAD SHX Text 10.3

AutoCAD SHX Text 10.1

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.4

AutoCAD SHX Text 9.1

AutoCAD SHX Text 9.0

AutoCAD SHX Text 8.9

AutoCAD SHX Text 8.6

AutoCAD SHX Text 8.5

AutoCAD SHX Text 8.4

AutoCAD SHX Text 8.2

AutoCAD SHX Text 8.1

AutoCAD SHX Text 8.0

AutoCAD SHX Text 7.9

AutoCAD SHX Text 7.8

AutoCAD SHX Text 7.7

AutoCAD SHX Text 7.3

AutoCAD SHX Text 7.2

AutoCAD SHX Text 7.0

AutoCAD SHX Text 6.7

AutoCAD SHX Text 6.4

AutoCAD SHX Text 6.1

AutoCAD SHX Text 5.9

AutoCAD SHX Text 5.6

AutoCAD SHX Text 4.3

AutoCAD SHX Text 3.9

AutoCAD SHX Text 3.7

AutoCAD SHX Text 3.5

AutoCAD SHX Text 3.2

AutoCAD SHX Text 25.3

AutoCAD SHX Text 25.2

AutoCAD SHX Text 25.1

AutoCAD SHX Text 25.0

AutoCAD SHX Text 24.7

AutoCAD SHX Text 24.5

AutoCAD SHX Text 24.4

AutoCAD SHX Text 24.2

AutoCAD SHX Text 24.1

AutoCAD SHX Text 24.0

AutoCAD SHX Text 23.9

AutoCAD SHX Text 23.8

AutoCAD SHX Text 23.4

AutoCAD SHX Text 23.3

AutoCAD SHX Text 23.1

AutoCAD SHX Text 23.0

AutoCAD SHX Text 22.7

AutoCAD SHX Text 22.6

AutoCAD SHX Text 22.5

AutoCAD SHX Text 22.3

AutoCAD SHX Text 22.2

AutoCAD SHX Text 22.1

AutoCAD SHX Text 21.9

AutoCAD SHX Text 21.6

AutoCAD SHX Text 21.5

AutoCAD SHX Text 21.4

AutoCAD SHX Text 21.3

AutoCAD SHX Text 21.2

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.1

AutoCAD SHX Text 20.0

AutoCAD SHX Text 19.8

AutoCAD SHX Text 19.7

AutoCAD SHX Text 19.5

AutoCAD SHX Text 19.4

AutoCAD SHX Text 18.1

AutoCAD SHX Text 17.7

AutoCAD SHX Text 16.7

AutoCAD SHX Text 16.2

AutoCAD SHX Text 16.1

AutoCAD SHX Text 16.0

AutoCAD SHX Text 15.8

AutoCAD SHX Text 15.7

AutoCAD SHX Text 14.0

AutoCAD SHX Text 13.4

AutoCAD SHX Text 13.2

AutoCAD SHX Text 12.4

AutoCAD SHX Text 12.0

AutoCAD SHX Text 11.6

AutoCAD SHX Text 11.3

AutoCAD SHX Text 11.2

AutoCAD SHX Text 10.2

AutoCAD SHX Text 10.0

AutoCAD SHX Text 9.8

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.4

AutoCAD SHX Text 9.3

AutoCAD SHX Text 9.2

AutoCAD SHX Text 9.0

AutoCAD SHX Text 8.7

AutoCAD SHX Text 8.6

AutoCAD SHX Text 8.3

AutoCAD SHX Text 7.3

AutoCAD SHX Text 7.1

AutoCAD SHX Text 6.9

AutoCAD SHX Text 6.8

AutoCAD SHX Text 6.0

AutoCAD SHX Text 5.6

AutoCAD SHX Text 5.3

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.3

AutoCAD SHX Text 3.9

AutoCAD SHX Text 3.8

AutoCAD SHX Text 3.7

AutoCAD SHX Text 3.6

AutoCAD SHX Text 3.4

AutoCAD SHX Text 25.8

AutoCAD SHX Text 25.7

AutoCAD SHX Text 25.6

AutoCAD SHX Text 25.5

AutoCAD SHX Text 25.4

AutoCAD SHX Text 25.3

AutoCAD SHX Text 25.2

AutoCAD SHX Text 25.1

AutoCAD SHX Text 25.0

AutoCAD SHX Text 24.9

AutoCAD SHX Text 24.5

AutoCAD SHX Text 24.4

AutoCAD SHX Text 23.6

AutoCAD SHX Text 23.2

AutoCAD SHX Text 21.1

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.2

AutoCAD SHX Text 20.1

AutoCAD SHX Text 19.6

AutoCAD SHX Text 19.5

AutoCAD SHX Text 19.2

AutoCAD SHX Text 19.0

AutoCAD SHX Text 18.4

AutoCAD SHX Text 15.9

AutoCAD SHX Text 15.8

AutoCAD SHX Text 15.2

AutoCAD SHX Text 12.4

AutoCAD SHX Text 12.2

AutoCAD SHX Text 12.1

AutoCAD SHX Text 11.8

AutoCAD SHX Text 11.6

AutoCAD SHX Text 11.2

AutoCAD SHX Text 11.1

AutoCAD SHX Text 10.9

AutoCAD SHX Text 10.7

AutoCAD SHX Text 10.6

AutoCAD SHX Text 10.1

AutoCAD SHX Text 9.8

AutoCAD SHX Text 9.7

AutoCAD SHX Text 9.3

AutoCAD SHX Text 9.2

AutoCAD SHX Text 9.0

AutoCAD SHX Text 8.8

AutoCAD SHX Text 8.3

AutoCAD SHX Text 8.1

AutoCAD SHX Text 8.0

AutoCAD SHX Text 7.3

AutoCAD SHX Text 5.5

AutoCAD SHX Text 5.3

AutoCAD SHX Text 20.9

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.2

AutoCAD SHX Text 20.0

AutoCAD SHX Text 19.9

AutoCAD SHX Text 19.8

AutoCAD SHX Text 19.7

AutoCAD SHX Text 19.5

AutoCAD SHX Text 19.4

AutoCAD SHX Text 19.3

AutoCAD SHX Text 19.1

AutoCAD SHX Text 18.9

AutoCAD SHX Text 18.8

AutoCAD SHX Text 18.7

AutoCAD SHX Text 18.6

AutoCAD SHX Text 18.5

AutoCAD SHX Text 18.3

AutoCAD SHX Text 18.2

AutoCAD SHX Text 18.1

AutoCAD SHX Text 17.7

AutoCAD SHX Text 17.3

AutoCAD SHX Text 17.0

AutoCAD SHX Text 16.9

AutoCAD SHX Text 16.7

AutoCAD SHX Text 16.5

AutoCAD SHX Text 16.1

AutoCAD SHX Text 15.8

AutoCAD SHX Text 15.7

AutoCAD SHX Text 15.6

AutoCAD SHX Text 15.5

AutoCAD SHX Text 15.1

AutoCAD SHX Text 15.0

AutoCAD SHX Text 14.9

AutoCAD SHX Text 14.3

AutoCAD SHX Text 14.1

AutoCAD SHX Text 14.0

AutoCAD SHX Text 13.9

AutoCAD SHX Text 13.8

AutoCAD SHX Text 13.6

AutoCAD SHX Text 13.1

AutoCAD SHX Text 12.9

AutoCAD SHX Text 12.7

AutoCAD SHX Text 12.3

AutoCAD SHX Text 12.2

AutoCAD SHX Text 12.1

AutoCAD SHX Text 11.6

AutoCAD SHX Text 11.3

AutoCAD SHX Text 10.9

AutoCAD SHX Text 10.5

AutoCAD SHX Text 10.4

AutoCAD SHX Text 10.2

AutoCAD SHX Text 10.1

AutoCAD SHX Text 9.7

AutoCAD SHX Text 9.4

AutoCAD SHX Text 9.3

AutoCAD SHX Text 9.0

AutoCAD SHX Text 8.9

AutoCAD SHX Text 8.8

AutoCAD SHX Text 8.7

AutoCAD SHX Text 8.6

AutoCAD SHX Text 8.4

AutoCAD SHX Text 6.7

AutoCAD SHX Text 5.9

AutoCAD SHX Text 43.9

AutoCAD SHX Text 34.9

AutoCAD SHX Text 26.7

AutoCAD SHX Text 26.1

AutoCAD SHX Text 25.1

AutoCAD SHX Text 24.8

AutoCAD SHX Text 24.2

AutoCAD SHX Text 24.1

AutoCAD SHX Text 23.7

AutoCAD SHX Text 23.5

AutoCAD SHX Text 23.1

AutoCAD SHX Text 23.0

AutoCAD SHX Text 22.6

AutoCAD SHX Text 22.5

AutoCAD SHX Text 22.3

AutoCAD SHX Text 22.2

AutoCAD SHX Text 22.0

AutoCAD SHX Text 21.8

AutoCAD SHX Text 21.6

AutoCAD SHX Text 21.5

AutoCAD SHX Text 21.4

AutoCAD SHX Text 21.1

AutoCAD SHX Text 20.9

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.2

AutoCAD SHX Text 20.1

AutoCAD SHX Text 19.9

AutoCAD SHX Text 19.8

AutoCAD SHX Text 19.6

AutoCAD SHX Text 19.4

AutoCAD SHX Text 19.3

AutoCAD SHX Text 19.2

AutoCAD SHX Text 19.1

AutoCAD SHX Text 19.0

AutoCAD SHX Text 18.8

AutoCAD SHX Text 18.7

AutoCAD SHX Text 18.5

AutoCAD SHX Text 18.2

AutoCAD SHX Text 18.0

AutoCAD SHX Text 17.7

AutoCAD SHX Text 17.4

AutoCAD SHX Text 16.7

AutoCAD SHX Text 16.6

AutoCAD SHX Text 15.8

AutoCAD SHX Text 15.0

AutoCAD SHX Text 14.4

AutoCAD SHX Text 14.2

AutoCAD SHX Text 14.1

AutoCAD SHX Text 14.0

AutoCAD SHX Text 13.5

AutoCAD SHX Text 13.3

AutoCAD SHX Text 12.9

AutoCAD SHX Text 11.8

AutoCAD SHX Text 11.5

AutoCAD SHX Text 11.3

AutoCAD SHX Text 10.8

AutoCAD SHX Text 10.7

AutoCAD SHX Text 10.5

AutoCAD SHX Text 10.3

AutoCAD SHX Text 9.5

AutoCAD SHX Text 8.4

AutoCAD SHX Text 6.6

AutoCAD SHX Text 6.5

AutoCAD SHX Text 6.3

AutoCAD SHX Text 6.1

AutoCAD SHX Text 54.2

AutoCAD SHX Text 52.8

AutoCAD SHX Text 52.6

AutoCAD SHX Text 52.1

AutoCAD SHX Text 52.0

AutoCAD SHX Text 51.7

AutoCAD SHX Text 51.4

AutoCAD SHX Text 51.1

AutoCAD SHX Text 51.0

AutoCAD SHX Text 50.8

AutoCAD SHX Text 50.6

AutoCAD SHX Text 50.4

AutoCAD SHX Text 50.1

AutoCAD SHX Text 50.0

AutoCAD SHX Text 49.9

AutoCAD SHX Text 49.8

AutoCAD SHX Text 49.4

AutoCAD SHX Text 49.3

AutoCAD SHX Text 47.9

AutoCAD SHX Text 46.8

AutoCAD SHX Text 45.7

AutoCAD SHX Text 42.9

AutoCAD SHX Text 35.7

AutoCAD SHX Text 31.0

AutoCAD SHX Text 29.9

AutoCAD SHX Text 28.0

AutoCAD SHX Text 26.9

AutoCAD SHX Text 26.7

AutoCAD SHX Text 25.9

AutoCAD SHX Text 25.6

AutoCAD SHX Text 23.2

AutoCAD SHX Text 22.0

AutoCAD SHX Text 21.7

AutoCAD SHX Text 21.3

AutoCAD SHX Text 21.1

AutoCAD SHX Text 21.0

AutoCAD SHX Text 20.7

AutoCAD SHX Text 20.5

AutoCAD SHX Text 20.4

AutoCAD SHX Text 20.3

AutoCAD SHX Text 20.1

AutoCAD SHX Text 19.9

AutoCAD SHX Text 19.6

AutoCAD SHX Text 19.5

AutoCAD SHX Text 18.0

AutoCAD SHX Text 17.4

AutoCAD SHX Text 17.2

AutoCAD SHX Text 16.0

AutoCAD SHX Text 15.7

AutoCAD SHX Text 14.7

AutoCAD SHX Text 14.2

AutoCAD SHX Text 13.6

AutoCAD SHX Text 12.4

AutoCAD SHX Text 12.1

AutoCAD SHX Text 11.3

AutoCAD SHX Text 10.8

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.2

AutoCAD SHX Text 6.5

AutoCAD SHX Text 6.3

AutoCAD SHX Text 6.1

AutoCAD SHX Text 5.9

AutoCAD SHX Text 5.8

AutoCAD SHX Text 5.7

AutoCAD SHX Text 54.5

AutoCAD SHX Text 54.4

AutoCAD SHX Text 54.1

AutoCAD SHX Text 53.8

AutoCAD SHX Text 53.6

AutoCAD SHX Text 53.3

AutoCAD SHX Text 53.1

AutoCAD SHX Text 53.0

AutoCAD SHX Text 52.9

AutoCAD SHX Text 52.8

AutoCAD SHX Text 52.7

AutoCAD SHX Text 52.6

AutoCAD SHX Text 52.5

AutoCAD SHX Text 52.4

AutoCAD SHX Text 52.2

AutoCAD SHX Text 52.1

AutoCAD SHX Text 51.9

AutoCAD SHX Text 51.8

AutoCAD SHX Text 51.5

AutoCAD SHX Text 51.4

AutoCAD SHX Text 51.3

AutoCAD SHX Text 51.0

AutoCAD SHX Text 50.1

AutoCAD SHX Text 49.7

AutoCAD SHX Text 47.0

AutoCAD SHX Text 41.9

AutoCAD SHX Text 32.6

AutoCAD SHX Text 28.4

AutoCAD SHX Text

24 APR 20

AutoCAD SHX Text

CIR.2019-11-19.PS

AutoCAD SHX Text M.A.W.

AutoCAD SHX Text J.W.M.

AutoCAD SHX Text J.N.C.

AutoCAD SHX Text P.M.R.

AutoCAD SHX Text J.N.C.

AutoCAD SHX Text

APP.

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SURVEYED BY:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

SUBMITTED:

AutoCAD SHX Text

NORFOLK DISTRICT

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

NORFOLK DISTRICT FILE NO.:

AutoCAD SHX Text

DRAWING NO.:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DESCRIPTION

(2)

US Army Corps of Engineers

Norfolk District

3 4

N O

R F

O L

A R

B O

I R

G I N

I A

S U

R V

O V

E M

B E

P L

A N

D G

I N

C R

A N

L A

A N

D L I N

A S

I N

AutoCAD SHX Text NOTE: WORK BY OTHERS IS EXPECTED TO BE IN PROGRESS CONCURRENTLY WITH THIS CONTRACT. THE CONTRACTOR SHALL COOPERATE WITH OTHERS AND WITH THE CONTRACTING OFFICER TO ASSURE THAT NO CONFLICTS OCCUR. GENERAL LOCATION OF DEPOSIT. EXACT LOCATION WILL BE ESTABLISHED BY THE CONTRACTING OFFICER BEFORE COMMENCEMENT OF WORK. PIPELINE DISCHARGE SHALL BE DIRECTED TO THE WEST, AND ADVANCED TO THE WEST AS DIRECTED BY THE CONTRACTING OFFICER.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

SEE NOTE 2

AutoCAD SHX Text

CRANEY ISLAND DREDGED MATERIAL MANAGEMENT AREA

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

GRID NORTH

AutoCAD SHX Text

DIFFERENCE OCCURS AT: E 12,105,000 N 3,500,000

AutoCAD SHX Text

AutoCAD SHX Text %%D

AutoCAD SHX Text

CRANEY ISLAND REHANDLING BASIN

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text N 3,490,000

AutoCAD SHX Text N 3,495,000

AutoCAD SHX Text N 3,505,000

AutoCAD SHX Text E 12,100,000

AutoCAD SHX Text E 12,105,000

AutoCAD SHX Text E 12,115,000

AutoCAD SHX Text E 12,110,000

AutoCAD SHX Text N 3,490,000

AutoCAD SHX Text N 3,495,000

AutoCAD SHX Text N 3,500,000

AutoCAD SHX Text N 3,505,000

AutoCAD SHX Text N 3,510,000

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

GRID NORTH

AutoCAD SHX Text

DIFFERENCE OCCURS AT: E 12,105,000 N 3,500,000

AutoCAD SHX Text E 12,115,000

AutoCAD SHX Text

AutoCAD SHX Text %%D

AutoCAD SHX Text

HAMPTON ROADS

AutoCAD SHX Text N 3,515,000

AutoCAD SHX Text

NORFOLK HARBOR CHANNEL

AutoCAD SHX Text Ebb

AutoCAD SHX Text Flood

AutoCAD SHX Text

APPROXIMATELY 1000 FEET FROM EAST SHORELINE

AutoCAD SHX Text E 12,105,000

AutoCAD SHX Text E 12,110,000

AutoCAD SHX Text N 3,515,000

AutoCAD SHX Text N 3,510,000

AutoCAD SHX Text N 3,500,000

AutoCAD SHX Text 21517

AutoCAD SHX Text

CULPEPPER/CULPEPPER

AutoCAD SHX Text

PUBLIC GROUND

AutoCAD SHX Text

PUBLIC GROUND

AutoCAD SHX Text

PUBLIC GROUND

AutoCAD SHX Text

PUBLIC GROUND

AutoCAD SHX Text

PUBLIC GROUND

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

PUBLIC

AutoCAD SHX Text

PUBLIC GROUND

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

PUBLIC

AutoCAD SHX Text

APP.

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SURVEYED BY:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

SUBMITTED:

AutoCAD SHX Text

NORFOLK DISTRICT

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

NORFOLK DISTRICT FILE NO.:

AutoCAD SHX Text

DRAWING NO.:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text (3)

AutoCAD SHX Text

24 APR 20

AutoCAD SHX Text

CIR.2019-11-19.PS

AutoCAD SHX Text M.A.W.

AutoCAD SHX Text J.W.M.

AutoCAD SHX Text J.N.C.

AutoCAD SHX Text P.M.R.

J.N.C.

US Army Corps of Engineers

Norfolk District

4 4

N O

R F

O L

A R

B O

I R

G I N

I A

S U

R V

O V

E M

B E

P L

A N

D G

I N

C R

A N

L A

A N

D L I N

A S

I N

AutoCAD SHX Text

APP.

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SURVEYED BY:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

SUBMITTED:

AutoCAD SHX Text

NORFOLK DISTRICT

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

NORFOLK DISTRICT FILE NO.:

AutoCAD SHX Text

DRAWING NO.:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text (4)

AutoCAD SHX Text

24 APR 20

AutoCAD SHX Text

CIR.2019-11-19.PS

AutoCAD SHX Text M.A.W.

AutoCAD SHX Text J.W.M.

AutoCAD SHX Text J.N.C.

AutoCAD SHX Text P.M.R.

AutoCAD SHX Text J.N.C.

AutoCAD SHX Text

TYPICAL SECTION SHOWING SIDE SLOPES AND OVERDEPTH

AutoCAD SHX Text

EXISTING BOTTOM

AutoCAD SHX Text

AREA TO BE DREDGED

AutoCAD SHX Text

SLOPE 1 ON 3

AutoCAD SHX Text

NORTH TOE

AutoCAD SHX Text

-20' MLLW ALLOWABLE

AutoCAD SHX Text

-18' MLLW REQUIRED

AutoCAD SHX Text

SOUTH TOE

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text 200'

AutoCAD SHX Text

(NOT TO SCALE)

AutoCAD SHX Text

TYPICAL SECTION SHOWING SIDE SLOPES AND OVERDEPTH

AutoCAD SHX Text

EXISTING BOTTOM

AutoCAD SHX Text

AREA TO BE DREDGED

AutoCAD SHX Text

SLOPE 1 ON 3

AutoCAD SHX Text

WEST TOE

AutoCAD SHX Text

-30' MLLW ALLOWABLE

AutoCAD SHX Text

-28' MLLW REQUIRED

AutoCAD SHX Text

EAST TOE

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text 1400'

AutoCAD SHX Text

(NOT TO SCALE)

AutoCAD SHX Text

BASIN

AutoCAD SHX Text

ACCESS CHANNELS

AutoCAD SHX Text

TYPICAL SECTION SHOWING SIDE SLOPES AND OVERDEPTH

AutoCAD SHX Text

EXISTING BOTTOM

AutoCAD SHX Text

AREA TO BE DREDGED

AutoCAD SHX Text

SLOPE 1 ON 3

AutoCAD SHX Text

NORTH TOE

AutoCAD SHX Text

-11' MLLW ALLOWABLE

AutoCAD SHX Text

-9' MLLW REQUIRED

AutoCAD SHX Text

SOUTH TOE

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text Varies

AutoCAD SHX Text

(NOT TO SCALE)

AutoCAD SHX Text

DEBRIS CHANNEL

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

PLANS FOR DREDGING, BASE CONTRACT BID ITEMS QUANTITY ESTIMATE

AutoCAD SHX Text 52,000

AutoCAD SHX Text 940,123

AutoCAD SHX Text SOUTH ACCESS CHANNEL (Sta: 100+00 - 116+28)

AutoCAD SHX Text NORTH ACCESS CHANNEL (Sta: 200+00 - 216+28)

AutoCAD SHX Text 152,337

AutoCAD SHX Text Station to Station

AutoCAD SHX Text Placement at Craney Island Dredged Material Management Area

AutoCAD SHX Text DEBRIS CHANNEL (Sta. 300+00 - 308+81)

AutoCAD SHX Text BASIN (Sta. 0+00 - 11+00)

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

PLANS FOR DREDGING, OPTIONAL BID ITEMS QUANTITY ESTIMATE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

REQUIRED DEPTH)

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text 868,533

AutoCAD SHX Text 1,007,567

AutoCAD SHX Text Station to Station

AutoCAD SHX Text Placement at Craney Island Dredged Material Management Area

AutoCAD SHX Text BASIN (Sta. 0+00 - 11+00)

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

CUBIC YARDS, PLACE MEASUREMENT

AutoCAD SHX Text

CUBIC YARDS, PLACE MEASUREMENT

AutoCAD SHX Text 1,490

AutoCAD SHX Text

AutoCAD SHX Text 733,369

AutoCAD SHX Text 135,164

AutoCAD SHX Text 9,860

AutoCAD SHX Text 4,436

AutoCAD SHX Text 2,877

AutoCAD SHX Text 868,533

AutoCAD SHX Text 10,672

AutoCAD SHX Text 4,551

AutoCAD SHX Text 4,367

AutoCAD SHX Text

(REQUIRED)

AutoCAD SHX Text

TO 9 FEET

AutoCAD SHX Text

(REQUIRED)

AutoCAD SHX Text

TO 18 FEET

AutoCAD SHX Text

(REQUIRED)

AutoCAD SHX Text

TO 28 FEET

AutoCAD SHX Text

(ALLOWABLE)

AutoCAD SHX Text

2 FEET OVERDEPTH

AutoCAD SHX Text

(OPTIONAL 2' OF

AutoCAD SHX Text

TO 30 FEET

AutoCAD SHX Text

(ALLOWABLE)

AutoCAD SHX Text

2 FEET OVERDEPTH

AutoCAD SHX Text 139,034

AutoCAD SHX Text 1,007,567

AutoCAD SHX Text 52,000

AutoCAD SHX Text

DREDGING PRISM

AutoCAD SHX Text

ACCRETION IN

AutoCAD SHX Text 52,000

AutoCAD SHX Text

ACCRETION IN ALL AREAS

AutoCAD SHX Text

TYPICAL SECTION SHOWING SIDE SLOPES AND OVERDEPTH

AutoCAD SHX Text

EXISTING BOTTOM

AutoCAD SHX Text

AREA TO BE DREDGED

AutoCAD SHX Text

SLOPE 1 ON 3

AutoCAD SHX Text

WEST TOE

AutoCAD SHX Text

-32' MLLW ALLOWABLE

AutoCAD SHX Text

-30' MLLW REQUIRED

AutoCAD SHX Text

EAST TOE

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text 1400'

AutoCAD SHX Text

(NOT TO SCALE)

OPTIONAL BASIN DEPTH

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The Contractor shall perform the scheduled work with a hydraulic cutterhead dredge and place the dredged material in the Government furnished Craney Island Dredged Material Management Area as indicated on the contract drawings and in the specifications and including all incidental related work..

1.1.2 Location

The work is located adjacent to the Craney Island Dredged Material Management Area in Portsmouth, Virginia and in the Elizabeth River where work is located, as indicated on the contract drawings.

1.2 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the [Government designated] storage area located within 1 mile of the construction site.

Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 2

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

05/08

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 BASE BID ITEMS

1.3.1 JOB PAYMENT ITEMS

1.3.1.1 Payment Item No. 0001 Mobilization and Demobilization

1.3.1.1.1 Mobilization

1.3.1.1.2 Demobilization

1.3.2 UNIT PRICE PAYMENT ITEMS

1.3.2.1 Payment Item No. 0002 Maintenance Dredging: Maintenance

Dredging Craney Island Rehandling Basin to a depth of -28 feet MLLW with -2 feet of allowable overdepth.

1.3.2.2 Payment Item No. 0003 Maintenance Dredging Craney Island Rehandling Basin North and South Access Channels to a depth of -18 feet MLLW with -2 feet of allowable overdepth. Also dredge the Debris Channel to a depth of -9 feet MLLW with -2 feet of allowable overdepth.

1.4 OPTIONAL BID ITEMS

1.4.1 UNIT PRICE PAYMENT ITEMS

1.4.1.1 Payment Item No. 0004 Maintenance Dredging Craney Island

Rehandling Basin to two additional feet of required depth, -30 feet MLLW with -2 feet of allowable overdepth.

1.5 MISPLACED MATERIAL

1.6 EXCESSIVE DREDGING

1.7 MONTHLY PARTIAL PAYMENTS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

05/08

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Hydrographic Surveying Manual

1.2 SUBMITTALS

Not Used.

1.3 BASE BID ITEMS

The items in this sections will comprise the base bid of the project.

Optional bid items can be found in the subsequent sections.

1.3.1 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.3.1.1 Payment Item No. 0001 Mobilization and Demobilization

All costs connected with the mobilization and demobilization of all of the Contractor's dredging plant and equipment as defined below will be paid for at the contract job price for this item. Mobilization and Demobilization as defined in this Payment Item shall include mobilization for the Craney Island Rehandling Basin. Sixty percent of the job price will be paid to the Contractor upon completion of his mobilization at the work site. The remaining forty percent will be paid to the Contractor upon completion of demobilization. In the event the Contracting Officer considers that the amount in this item, sixty percent which represents mobilization and forty percent which represents demobilization, does not bear a reasonable relation to the cost of the work in this contract, the Contracting Officer may require the Contractor to produce cost data to justify this portion of the bid. Failure to justify such price to the satisfaction of the Contracting Officer will result in payment of actual

SECTION 01 22 00 Page 2 mobilization costs, as determined by the Contracting Officer, at the completion of mobilization, and actual demobilization costs, as determined by the Contracting Officer, at the completion of demobilization. The determination of the Contracting Officer is not subject to appeal.

1.3.1.1.1 Mobilization

Mobilization shall include all costs for operations accomplished prior to commencement of actual dredging operations. This shall include as a minimum the following:

a. Transfer of dredge and attendant plant, barges and scows, and other like equipment and machinery.

b. All costs for any other associated work that is necessary in advance of the actual dredging and placement operations.

1.3.1.1.2 Demobilization

Demobilization shall include general preparation for transfer of plant to its home base.

1.3.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.2.1 Payment Item No. 0002 Maintenance Dredging: Maintenance Dredging Craney Island Rehandling Basin to a depth of -28 feet MLLW with -2 feet of allowable overdepth.

Payment to be made for all costs associated with dredging the Craney Island Rehandling Basin and placing the material within the Craney Island Dredged Material Management Area (DMMA).

This payment line item shall include the cost of removal, transportation and disposal of dredged material in the placement area, exclusive of the mobilization and demobilization as defined above (Payment Item No. 0001 ).

SECTION 01 22 00 Page 3 the waterway, or changes caused by the Contractor's operations that might occur during the period between the surveys before dredging and the surveys for acceptance of the work. Computations for payment purposes will be made by the Government for the scheduled dredging using, as defined in the USACE Hydrographic Survey Manual EM 1110-2-1003 the Average End Area (AEA) method, Triangulated Irregular Network (TIN) method, or a combination of these methods at the discretion of the Government, utilizing electronic data processing software and machines for the calculations. Determination of quantities removed and the deductions made to determine quantities in place to be paid for in the areas specified, after having once been made, will not be reopened except on evidence of collusion, fraud, or obvious error.

Payment for quantities dredged from the Rehandling Basin will be adjusted to account for material placed between the Before-dredging and After-dredging payment surveys. See Section 35 20 23, DREDGING, paragraph, Material Placed During the Dredging Period.

Payment to be made for all costs associated with dredging the Craney Island North and South Access Channels and Debris Channel, and placing the material within the Craney Island Dredged Material Management Area (DMMA).

The total amount of material removed and to be paid for under this payment item will be measured by the cubic yard in place by computing the volume between the bottom surface shown by soundings of the last surveys made before dredging, and the bottom surface shown by the soundings of surveys made as soon as practicable after the work has been completed. The volume for measurement and payment shall include the material within the limits of overdepth and side slopes described in paragraph "Required Dredging Prism, Overdepth, and Side Slopes" of SECTION 35 20 23, less any deductions that may be required for misplaced material described in subparagraph "Misplaced Material", below. The drawings are believed to accurately represent conditions at the time of the surveys indicated. New soundings will be taken immediately before dredging as specified in paragraph "Before Dredging Surveys" of SECTION 35 20 23. The Contractor's unit price for dredging, based on the above method of computation of the quantity for payment, shall include his evaluation of shoaling, other natural changes in the waterway, or changes caused by the Contractor's operations that might occur during the period between the surveys before dredging and the surveys for acceptance of the work. Computations for payment purposes will be made by the Government for the scheduled dredging using, as defined in the USACE Hydrographic Survey Manual EM 1110-2-1003, the Average End Area (AEA) method, Triangulated Irregular Network (TIN) method, or a combination of these methods at the discretion of the Government, utilizing electronic data processing software and machines for the calculations. Determination of quantities removed and the deductions made to determine quantities in place to be paid for in the areas specified, after having once been made, will not be reopened except on evidence of collusion, fraud, or obvious error.

Payment for quantities dredged from the North/South Access Channels and

SECTION 01 22 00 Page 4

Debris Channel will…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 31, 2020.