A.01.25_Queens_Creek_Maintenance_Dredging_FY18_FINAL_Plans_and_Specs.pdf

PDF 9 MB Posted Jul 26, 2018

Attached to: Queens Creek Maintenance Dredging
Solicitation number: W91236-18-B-0029
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

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Queens Creek Plans & Specifications

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COVER PAGE

TECHNICAL SPECIFICATIONS

FOR

MAINTENANCE DREDGING

QUEENS CREEK

MATHEWS COUNTY, VIRGINIA

PREPARED AND

ISSUED BY

DEPARTMENT OF THE ARMY

NORFOLK DISTRICT, CORPS OF ENGINEERS

OPERATIONS BRANCH

WATERFIELD BUILDING

803 FRONT STREET

NORFOLK, VIRGINIA 23510-1011

SPECIFICATIONS

TABLE OF CONTENTS

DOCUMENTS 00 - INTRODUCTORY, BIDDING, AND CONTRACT REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 14 00 SPECIAL WORK CONDITIONS

01 22 00 MEASUREMENT AND PAYMENT

01 31 19 PROJECT MEETINGS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

STANDARD FORM 4288 (SUBMITTAL REGISTER SAMPLE)

STANDARD FORM 4025 (TRANSMITTAL FORM SAMPLE)

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS FORM 3394 ACCIDENT

INVESTIGATION (SAMPLE FORMS)

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 CONTRACTOR QUALITY CONTROL SAMPLE FORMS FOR -

PREPARATORY AND INITIAL PHASE INSPECTIONS CONTRACTOR QUALITY

CONTROL REPORTS

REPORT OF OPERATIONS - DREDGES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 30 ENVIRONMENTAL PERMIT WORK REQUIREMENTS ENVIRONMENTAL PERMITS

DIVISIONS 02 THROUGH 34 - THESE DIVISIONS NOT APPLICABLE

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

DIVISIONS 36 THROUGH 48 - THESE DIVISIONS NOT APPLICABLE

QUEENS CREEK

SECTION 00 01 15 – Page 1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15

TABLE OF CONTENTS

LIST OF DRAWINGS

06/09

PART 1 GENERAL

1.1 INDEX OF CONTRACT DRAWINGS

PART 2 PRODUCTS (This Division not used)

PART 3 EXECUTION (This Division not used)

-- End of Section Table of Contents --

SECTION 00 01 15 – Page 2

SECTION 00 01 15

LIST OF DRAWINGS

06/09

PART 1 GENERAL

1.1 INDEX OF CONTRACT DRAWINGS

The list of drawings below are included as a part to this Solicitation.

Norfolk District File No. Title

QNS.2017-06-21.PS(1) TITLE SHEET

QNS.2017-06-21.PS(2) MAPPING SHEET

QNS.2017-06-21.PS(3) MAPPING SHEET

QNS.2017-06-21.PS(4) DETAIL SHEET

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

US Army Corps of Engineers

Norfolk District

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QUEENS CREEK

PLANS FOR DREDGING

SURVEY OF JUNE 2017

MATHEWS COUNTY, VIRGINIA

AutoCAD SHX Text

AutoCAD SHX Text 76%%d 20'

AutoCAD SHX Text 37%%d 30'

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STATE

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HWY

AutoCAD SHX Text Hills Bay

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LOCATION OF WORK

AutoCAD SHX Text Cow Neck

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CHESAPEAKE BAY

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SCALE IN 1,000 FEET

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AutoCAD SHX Text Milford Haven

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BENCHMARK LOCATION

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AutoCAD SHX Text %%uVICINITY MAP

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%%ULOCATION MAP

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COORDINATES OF CENTERLINE STATIONS

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STATION

AutoCAD SHX Text 0+00.0

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EAST (X)

AutoCAD SHX Text 12,111,254.13

AutoCAD SHX Text 12,111,648.64

AutoCAD SHX Text 4+00.0

AutoCAD SHX Text 43+50.0

AutoCAD SHX Text 3,708,094.25

AutoCAD SHX Text

NORTH (Y)

AutoCAD SHX Text 7+00.0

AutoCAD SHX Text 15+50.0

AutoCAD SHX Text 30+00.0

AutoCAD SHX Text 12,111,944.53

AutoCAD SHX Text 12,112,754.86

AutoCAD SHX Text 12,114,204.88

AutoCAD SHX Text 12,115,068.98

AutoCAD SHX Text 3,708,028.20

AutoCAD SHX Text 3,707,978.65

AutoCAD SHX Text 3,708,235.29

AutoCAD SHX Text 3,708,234.36

AutoCAD SHX Text 3,709,271.57

AutoCAD SHX Text Wachapreague

AutoCAD SHX Text Accomack

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ATLANTIC OCEAN

AutoCAD SHX Text Eastville

AutoCAD SHX Text Chincoteague

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(HWY 13)

AutoCAD SHX Text Hampton

AutoCAD SHX Text York River

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VIRGINIA

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MARYLAND

AutoCAD SHX Text Rappahannock

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CBBT

AutoCAD SHX Text 76%%D 05'

AutoCAD SHX Text River

AutoCAD SHX Text County

AutoCAD SHX Text Poquoson

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HWY

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AutoCAD SHX Text 37%%D 30'

AutoCAD SHX Text Fishermans

AutoCAD SHX Text Island

AutoCAD SHX Text Cape

AutoCAD SHX Text Charles

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CHESAPEAKE

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BAY

AutoCAD SHX Text Cape

AutoCAD SHX Text Charles

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SCALE IN MILES

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PROJECT VICINITY

AutoCAD SHX Text Dredging Area - Within this area, material shall be removed to a maximum allowable depth of -8 feet MLLW.

AutoCAD SHX Text Limits Of Channel

AutoCAD SHX Text Oyster Grounds

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APP.

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AutoCAD SHX Text A

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SHEET

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AS SHOWN

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SURVEYED BY:

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CHECKED:

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SUBMITTED:

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NORFOLK DISTRICT

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NORFOLK, VIRGINIA

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CORPS OF ENGINEERS

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DESIGNED:

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DRAWN:

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NORFOLK DISTRICT FILE NO.:

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DRAWING NO.:

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SCALE:

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DATE:

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DATE

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REV.

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DESCRIPTION

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

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NORFOLK, VIRGINIA

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DEPARTMENT OF THE ARMY

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NORFOLK DISTRICT, CORPS OF ENGINEERS

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CHIEF, WATER RESOURCES DIVISION

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CHIEF, DESIGN SECTION

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CHIEF, OPERATIONS BRANCH

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APPROVED:

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REVIEWED:

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SUBMITTED:

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APPROVED:

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CHIEF, NAVIGATION SUPPORT AND SURVEY SECTION

AutoCAD SHX Text (1)

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5 JUL 18

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QNS.2017-06-21.PS

AutoCAD SHX Text D.E.B.

AutoCAD SHX Text R.W.S.

AutoCAD SHX Text V.L.R.

AutoCAD SHX Text P.M.R.

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USCG "US COAST GUARD"US COAST GUARD"

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CE "PRESTON, 2003" PRESTON, 2003"

AutoCAD SHX Text +4.87'

AutoCAD SHX Text +14.62'

AutoCAD SHX Text +5.15'

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BENCHMARK

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ELEVATION

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BENCHMARKS

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

AutoCAD SHX Text USC&GS "No. 1, 1953" No. 1, 1953"

AutoCAD SHX Text PROJECT DIMENSIONS: An approach channel 6 feet deep, 60 feet wide and about 4,100 feet long from that depth in Hills Bay into Queens Creek, including a turning basin 200 feet by 400 feet at the head of the channel. MEAN LOWER LOW WATER, National Ocean Service (NOS), National Tidal Datum Epoch (NTDE) of 1983-2001, was determined by establishing North American Vertical Datum of 1988 (NAVD-88) at the project on monument “US Coast Guard” via GPS and solving for the NAVD-88/MLLW US Coast Guard” via GPS and solving for the NAVD-88/MLLW via GPS and solving for the NAVD-88/MLLW 1983-2001 NTDE difference via the use of NOAA software “VDatum”. NOS VDatum”. NOS . NOS MLLW, 1983-2001 NTDE, is 0.96 feet below NAVD-88. SOUNDINGS are in feet referred to NOS MLLW and were taken on 21 June 2017, and a topographic survey taken on 23 & 24 August 2017. MEAN RANGE OF TIDE is 1.20 feet at Milford Haven (USCG Base) based on NOAA VDatum, NTDE 1983-2001. 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. BACKGROUND IMAGERY: Virginia Base Mapping Program 2017 Imagery. LAST DREDGED by Southwind Construction Corporation during the period Southwind Construction Corporation during the period 20 November 2009 through 4 December 2009 under Contract No. W91236-09-C-0065 dated 29 July 2009.

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.

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FILE NUMBER

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TITLE

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QNS.2017-06-21.PS(2)

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QNS.2017-06-21.PS(1)

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TITLE SHEET

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NO.

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SHEET

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MAPPING SHEET

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QNS.2017-06-21.PS(3)

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MAPPING SHEET

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QNS.2017-06-21.PS(4)

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DETAIL SHEET

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PLANS FOR DREDGING, BASE CONTRACT BID ITEMS QUANTITY ESTIMATE

AutoCAD SHX Text 14+00 to 43+50

AutoCAD SHX Text Station to Station

AutoCAD SHX Text Location

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TOTALS

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SUBTOTAL

AutoCAD SHX Text 3,500

AutoCAD SHX Text 4,000

AutoCAD SHX Text 3,500

AutoCAD SHX Text 1,000

AutoCAD SHX Text Accretion to OCT 2018

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TOTAL

AutoCAD SHX Text 11,500

AutoCAD SHX Text 13,000

AutoCAD SHX Text 11,500

AutoCAD SHX Text 1,500

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CUBIC YARDS, PLACE MEASUREMENT

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1 FOOT OVERDEPTH (ALLOWABLE)

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PLANS FOR DREDGING, OPTIONAL BID ITEMS QUANTITY ESTIMATE

AutoCAD SHX Text 14+00 to 43+50

AutoCAD SHX Text Station to Station

AutoCAD SHX Text Location

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TOTALS

AutoCAD SHX Text 13,000

AutoCAD SHX Text 4,900

AutoCAD SHX Text 13,000

AutoCAD SHX Text 4,900

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TOTAL

AutoCAD SHX Text 17,900

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CUBIC YARDS, PLACE MEASUREMENT

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TO 7 FEET (OPTIONAL 1' OF REQUIRED DEPTH)

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1 FOOT OVERDEPTH (ALLOWABLE)

AutoCAD SHX Text 8,000

AutoCAD SHX Text 9,000

AutoCAD SHX Text 8,000

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TO 6 FEET (REQUIRED)

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AutoCAD SHX Text Protected Wetland Vegetation

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LEGEND

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AutoCAD SHX Text 7+00.0

AutoCAD SHX Text 0+00.0

AutoCAD SHX Text 28+25.0

AutoCAD SHX Text 31+75.0

AutoCAD SHX Text 43+50.0

AutoCAD SHX Text 30+00.0

AutoCAD SHX Text Ebb

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HILLS BAY

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SCALE IN FEET

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AutoCAD SHX Text C

AutoCAD SHX Text L

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AutoCAD SHX Text L

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DIFFERENCE OCCURS AT: E 12,114,000 N 3,708,000

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GRID NORTH

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TRUE NORTH

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AutoCAD SHX Text %%D

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WINDER CREEK

AutoCAD SHX Text 4+00.0

AutoCAD SHX Text N 3,708,000

AutoCAD SHX Text N 3,709,000

AutoCAD SHX Text N 3,710,000

AutoCAD SHX Text N 3,707,000

AutoCAD SHX Text N 3,708,000

AutoCAD SHX Text N 3,710,000

AutoCAD SHX Text N 3,709,000

AutoCAD SHX Text E 12,111,000

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 12,115,000

AutoCAD SHX Text E 12,114,000

AutoCAD SHX Text E 12,113,000

AutoCAD SHX Text E 12,112,000

AutoCAD SHX Text E 12,111,000

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PUBLIC OYSTER GROUNDS

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PUBLIC OYSTER GROUNDS

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PUBLIC OYSTER GROUNDS

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PUBLIC OYSTER GROUNDS

AutoCAD SHX Text

SNOW, JR.

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SNOW, JR.

AutoCAD SHX Text 20807

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FORREST, V

AutoCAD SHX Text 20806

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FORREST, V

AutoCAD SHX Text Green Daybeacon No. 11

AutoCAD SHX Text Red Daybeacon No. 12

AutoCAD SHX Text Green Daybeacon No. 9

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AutoCAD SHX Text 4.9

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.3

AutoCAD SHX Text 1.6

AutoCAD SHX Text 1.8

AutoCAD SHX Text 1.7

AutoCAD SHX Text 2.1

AutoCAD SHX Text 2.7

AutoCAD SHX Text 4.5

AutoCAD SHX Text 7.5

AutoCAD SHX Text 8.7

AutoCAD SHX Text 8.3

AutoCAD SHX Text 6.2

AutoCAD SHX Text 5.3

AutoCAD SHX Text 5.1

AutoCAD SHX Text 4.9

AutoCAD SHX Text 4.8

AutoCAD SHX Text 4.7

AutoCAD SHX Text 1.7

AutoCAD SHX Text 1.8

AutoCAD SHX Text 2.2

AutoCAD SHX Text 2.5

AutoCAD SHX Text 3.1

AutoCAD SHX Text 4.5

AutoCAD SHX Text 7.3

AutoCAD SHX Text 8.6

AutoCAD SHX Text 6.7

AutoCAD SHX Text 6.0

AutoCAD SHX Text 5.6

AutoCAD SHX Text 5.4

AutoCAD SHX Text 1.6

AutoCAD SHX Text 1.7

AutoCAD SHX Text 1.9

AutoCAD SHX Text 2.4

AutoCAD SHX Text 3.1

AutoCAD SHX Text 4.2

AutoCAD SHX Text 6.9

AutoCAD SHX Text 8.7

AutoCAD SHX Text 8.8

AutoCAD SHX Text 7.3

AutoCAD SHX Text 6.8

AutoCAD SHX Text 6.5

AutoCAD SHX Text 6.1

AutoCAD SHX Text 6.0

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.6

AutoCAD SHX Text 1.8

AutoCAD SHX Text 2.0

AutoCAD SHX Text 2.4

AutoCAD SHX Text 2.5

AutoCAD SHX Text 2.7

AutoCAD SHX Text 6.2

AutoCAD SHX Text 8.9

AutoCAD SHX Text 9.0

AutoCAD SHX Text 7.9

AutoCAD SHX Text 7.5

AutoCAD SHX Text 6.9

AutoCAD SHX Text 5.7

AutoCAD SHX Text 4.5

AutoCAD SHX Text 3.5

AutoCAD SHX Text 1.2

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.6

AutoCAD SHX Text 1.9

AutoCAD SHX Text 2.3

AutoCAD SHX Text 2.6

AutoCAD SHX Text 5.1

AutoCAD SHX Text 8.8

AutoCAD SHX Text 9.2

AutoCAD SHX Text 9.1

AutoCAD SHX Text 7.8

AutoCAD SHX Text 5.5

AutoCAD SHX Text 4.1

AutoCAD SHX Text 3.4

AutoCAD SHX Text 2.7

AutoCAD SHX Text 2.3

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.3

AutoCAD SHX Text 1.7

AutoCAD SHX Text 2.5

AutoCAD SHX Text 3.0

AutoCAD SHX Text 7.5

AutoCAD SHX Text 8.9

AutoCAD SHX Text 9.1

AutoCAD SHX Text 8.6

AutoCAD SHX Text 8.1

AutoCAD SHX Text 7.6

AutoCAD SHX Text 5.1

AutoCAD SHX Text 3.3

AutoCAD SHX Text 2.5

AutoCAD SHX Text 2.3

AutoCAD SHX Text 2.6

AutoCAD SHX Text 1.7

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.8

AutoCAD SHX Text 1.9

AutoCAD SHX Text 2.0

AutoCAD SHX Text 2.6

AutoCAD SHX Text 3.2

AutoCAD SHX Text 7.7

AutoCAD SHX Text 8.5

AutoCAD SHX Text 9.1

AutoCAD SHX Text 8.5

AutoCAD SHX Text 5.9

AutoCAD SHX Text 3.9

AutoCAD SHX Text 2.8

AutoCAD SHX Text 2.7

AutoCAD SHX Text 3.0

AutoCAD SHX Text 1.1

AutoCAD SHX Text 0.9

AutoCAD SHX Text 1.2

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.8

AutoCAD SHX Text 7.6

AutoCAD SHX Text 8.4

AutoCAD SHX Text 8.0

AutoCAD SHX Text 4.4

AutoCAD SHX Text 3.3

AutoCAD SHX Text 2.9

AutoCAD SHX Text 2.8

AutoCAD SHX Text 1.2

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.3

AutoCAD SHX Text 1.1

AutoCAD SHX Text 7.8

AutoCAD SHX Text 1.2

AutoCAD SHX Text 1.3

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.5

AutoCAD SHX Text 7.3

AutoCAD SHX Text 7.4

AutoCAD SHX Text 4.8

AutoCAD SHX Text 3.7

AutoCAD SHX Text 3.4

AutoCAD SHX Text 3.0

AutoCAD SHX Text 2.6

AutoCAD SHX Text 1.6

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.6

AutoCAD SHX Text 1.7

AutoCAD SHX Text 7.3

AutoCAD SHX Text 7.2

AutoCAD SHX Text 4.8

AutoCAD SHX Text 3.8

AutoCAD SHX Text 3.3

AutoCAD SHX Text 2.9

AutoCAD SHX Text 2.8

AutoCAD SHX Text 1.8

AutoCAD SHX Text 1.6

AutoCAD SHX Text 1.7

AutoCAD SHX Text 1.8

AutoCAD SHX Text 1.6

AutoCAD SHX Text 7.5

AutoCAD SHX Text 7.4

AutoCAD SHX Text 4.5

AutoCAD SHX Text 2.9

AutoCAD SHX Text 2.8

AutoCAD SHX Text 2.0

AutoCAD SHX Text 1.9

AutoCAD SHX Text 1.8

AutoCAD SHX Text 6.8

AutoCAD SHX Text 7.1

AutoCAD SHX Text 4.0

AutoCAD SHX Text 2.8

AutoCAD SHX Text 2.3

AutoCAD SHX Text 2.7

AutoCAD SHX Text 3.1

AutoCAD SHX Text 3.2

AutoCAD SHX Text 2.2

AutoCAD SHX Text 2.3

AutoCAD SHX Text 2.2

AutoCAD SHX Text 2.1

AutoCAD SHX Text 2.0

AutoCAD SHX Text 7.3

AutoCAD SHX Text 7.2

AutoCAD SHX Text 4.9

AutoCAD SHX Text 3.2

AutoCAD SHX Text 3.0

AutoCAD SHX Text 2.8

AutoCAD SHX Text 3.2

AutoCAD SHX Text 2.5

AutoCAD SHX Text 2.7

AutoCAD SHX Text 2.6

AutoCAD SHX Text 2.5

AutoCAD SHX Text 7.7

AutoCAD SHX Text 7.4

AutoCAD SHX Text 5.3

AutoCAD SHX Text 3.8

AutoCAD SHX Text 3.6

AutoCAD SHX Text 3.8

AutoCAD SHX Text 4.0

AutoCAD SHX Text 4.2

AutoCAD SHX Text 2.6

AutoCAD SHX Text 2.8

AutoCAD SHX Text 2.9

AutoCAD SHX Text 2.8

AutoCAD SHX Text 2.9

AutoCAD SHX Text 8.0

AutoCAD SHX Text 8.3

AutoCAD SHX Text 6.1

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.8

AutoCAD SHX Text 2.6

AutoCAD SHX Text 2.7

AutoCAD SHX Text 2.9

AutoCAD SHX Text 3.0

AutoCAD SHX Text 3.1

AutoCAD SHX Text 7.9

AutoCAD SHX Text 8.5

AutoCAD SHX Text 5.9

AutoCAD SHX Text 5.4

AutoCAD SHX Text 5.5

AutoCAD SHX Text 5.6

AutoCAD SHX Text 2.8

AutoCAD SHX Text 2.9

AutoCAD SHX Text 3.1

AutoCAD SHX Text 3.0

AutoCAD SHX Text 3.2

AutoCAD SHX Text 3.5

AutoCAD SHX Text 3.7

AutoCAD SHX Text 8.0

AutoCAD SHX Text 8.8

AutoCAD SHX Text 7.0

AutoCAD SHX Text 6.4

AutoCAD SHX Text 6.5

AutoCAD SHX Text 2.9

AutoCAD SHX Text 3.0

AutoCAD SHX Text 3.2

AutoCAD SHX Text 3.5

AutoCAD SHX Text 3.9

AutoCAD SHX Text 4.6

AutoCAD SHX Text 7.6

AutoCAD SHX Text 8.6

AutoCAD SHX Text 8.7

AutoCAD SHX Text 8.2

AutoCAD SHX Text 7.7

AutoCAD SHX Text 7.2

AutoCAD SHX Text 7.1

AutoCAD SHX Text 6.9

AutoCAD SHX Text 6.7

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.8

AutoCAD SHX Text 5.3

AutoCAD SHX Text 5.9

AutoCAD SHX Text 7.1

AutoCAD SHX Text 7.7

AutoCAD SHX Text 8.0

AutoCAD SHX Text 8.1

AutoCAD SHX Text 7.8

AutoCAD SHX Text 7.6

AutoCAD SHX Text 7.4

AutoCAD SHX Text 7.2

AutoCAD SHX Text 7.0

AutoCAD SHX Text 6.7

AutoCAD SHX Text 6.0

AutoCAD SHX Text 6.3

AutoCAD SHX Text 6.7

AutoCAD SHX Text 7.2

AutoCAD SHX Text 7.7

AutoCAD SHX Text 7.8

AutoCAD SHX Text 8.0

AutoCAD SHX Text 7.8

AutoCAD SHX Text 7.7

AutoCAD SHX Text 7.5

AutoCAD SHX Text 7.4

AutoCAD SHX Text 7.2

AutoCAD SHX Text 7.1

AutoCAD SHX Text 6.9

AutoCAD SHX Text Red Nun Buoy No. 10 Ebb

AutoCAD SHX Text Red Nun Buoy No. 6 Ebb

AutoCAD SHX Text Red Nun Buoy No. 8 Ebb

AutoCAD SHX Text Green Buoy No. 5 (Fl G) Ebb

AutoCAD SHX Text Red Nun Buoy No. 2 Ebb

AutoCAD SHX Text Green Can Buoy No. 3 Ebb

AutoCAD SHX Text Green Beacon No. 1 (Fl G)

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

WOODEN BULKHEAD

AutoCAD SHX Text

WOODEN BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

PIER

AutoCAD SHX Text 14+00.0

AutoCAD SHX Text

QUEENS CREEK

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

WOODEN BULKHEAD

AutoCAD SHX Text

WOODEN BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

PIER

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

APP.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text (2)

AutoCAD SHX Text

5 JUL 18

AutoCAD SHX Text

QNS.2017-06-21.PS

AutoCAD SHX Text D.E.B.

AutoCAD SHX Text R.W.S.

AutoCAD SHX Text V.L.R.

P.M.R.

Norfolk District

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AutoCAD SHX Text Construction Notes: 1. The sand fence on the western side of The sand fence on the western side of the placement site shall be placed on the eastern side of the drainage ditch outlet in such a way that maintains a free outlet of said ditch. 2. The sand fence on the eastern side of The sand fence on the eastern side of the placement site shall be placed a minimum of 3 feet from the seaward side of wetlands vegetation, and not intersect the extents of the placement site sloped material as indicated on the drawing. 3. The limit of dredge material placement The limit of dredge material placement shall occur between the sand fences as indicated on the drawing. 4. Dredge material placement shall start at Dredge material placement shall start at about station 0+50 on the western side of the placement site and advance to the east.

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

WOODEN BULKHEAD

AutoCAD SHX Text

WOODEN BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

PIER

AutoCAD SHX Text

MUD FLAT

AutoCAD SHX Text

PUBLIC OYSTER GROUNDS

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

WOODEN BULKHEAD

AutoCAD SHX Text

WOODEN BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

WIER

AutoCAD SHX Text

PIER

AutoCAD SHX Text 0.3

AutoCAD SHX Text 0.4

AutoCAD SHX Text 0.0

AutoCAD SHX Text +1.9

AutoCAD SHX Text +3.4

AutoCAD SHX Text +2.2

AutoCAD SHX Text 0.0

AutoCAD SHX Text 0.5

AutoCAD SHX Text 0.6

AutoCAD SHX Text 0.5

AutoCAD SHX Text +1.8

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.5

AutoCAD SHX Text 0.6

AutoCAD SHX Text 0.5

AutoCAD SHX Text 0.6

AutoCAD SHX Text 0.5

AutoCAD SHX Text 0.6

AutoCAD SHX Text 0.7

AutoCAD SHX Text 0.5

AutoCAD SHX Text 0.3

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.4

AutoCAD SHX Text 0.6

AutoCAD SHX Text 0.5

AutoCAD SHX Text 0.6

AutoCAD SHX Text 0.3

AutoCAD SHX Text 0.5

AutoCAD SHX Text 0.3

AutoCAD SHX Text 0.4

AutoCAD SHX Text 0.5

AutoCAD SHX Text 0.4

AutoCAD SHX Text 0.3

AutoCAD SHX Text 0.0

AutoCAD SHX Text +0.4

AutoCAD SHX Text 0.4

AutoCAD SHX Text 0.3

AutoCAD SHX Text 0.4

AutoCAD SHX Text 0.3

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.3

AutoCAD SHX Text 0.4

AutoCAD SHX Text 0.3

AutoCAD SHX Text +0.2

AutoCAD SHX Text +2.4

AutoCAD SHX Text 0.0

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.3

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.0

AutoCAD SHX Text +0.1

AutoCAD SHX Text 0.0

AutoCAD SHX Text +0.3

AutoCAD SHX Text +3.5

AutoCAD SHX Text +0.7

AutoCAD SHX Text 0.0

AutoCAD SHX Text +0.1

AutoCAD SHX Text 0.0

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.0

AutoCAD SHX Text +0.1

AutoCAD SHX Text +1.9

AutoCAD SHX Text +3.1

AutoCAD SHX Text +3.5

AutoCAD SHX Text +3.1

AutoCAD SHX Text +1.5

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.0

AutoCAD SHX Text +0.1

AutoCAD SHX Text 0.0

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.0

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.0

AutoCAD SHX Text +2.1

AutoCAD SHX Text +3.4

AutoCAD SHX Text +3.3

AutoCAD SHX Text +1.9

AutoCAD SHX Text +0.2

AutoCAD SHX Text 0.0

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.0

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.3

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.0

AutoCAD SHX Text 0.1

AutoCAD SHX Text +1.5

AutoCAD SHX Text +2.5

AutoCAD SHX Text +3.8

AutoCAD SHX Text +3.4

AutoCAD SHX Text +2.1

AutoCAD SHX Text +0.2

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.0

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.3

AutoCAD SHX Text 0.0

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.2

AutoCAD SHX Text +0.6

AutoCAD SHX Text +2.1

AutoCAD SHX Text +2.8

AutoCAD SHX Text +2.2

AutoCAD SHX Text +0.1

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.0

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.3

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.3

AutoCAD SHX Text 0.2

AutoCAD SHX Text +0.2

AutoCAD SHX Text +2.1

AutoCAD SHX Text +2.4

AutoCAD SHX Text +0.8

AutoCAD SHX Text 0.2

AutoCAD SHX Text +0.3

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.3

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.3

AutoCAD SHX Text 0.2

AutoCAD SHX Text +0.1

AutoCAD SHX Text 0.3

AutoCAD SHX Text +1.0

AutoCAD SHX Text +2.3

AutoCAD SHX Text +0.3

AutoCAD SHX Text 0.2

AutoCAD SHX Text +0.2

AutoCAD SHX Text +0.1

AutoCAD SHX Text +1.5

AutoCAD SHX Text +0.2

AutoCAD SHX Text +0.4

AutoCAD SHX Text +0.5

AutoCAD SHX Text +0.6

AutoCAD SHX Text +0.4

AutoCAD SHX Text +0.5

AutoCAD SHX Text +0.6

AutoCAD SHX Text +7.0

AutoCAD SHX Text +6.4

AutoCAD SHX Text +5.4

AutoCAD SHX Text +6.2

AutoCAD SHX Text +5.8

AutoCAD SHX Text +6.5

AutoCAD SHX Text +1.2

AutoCAD SHX Text +0.4

AutoCAD SHX Text +0.1

AutoCAD SHX Text +0.4

AutoCAD SHX Text +0.6

AutoCAD SHX Text +3.8

AutoCAD SHX Text +4.6

AutoCAD SHX Text +7.3

AutoCAD SHX Text +7.0

AutoCAD SHX Text +7.1

AutoCAD SHX Text 0.4

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.4

AutoCAD SHX Text +3.6

AutoCAD SHX Text +3.8

AutoCAD SHX Text +5.6

AutoCAD SHX Text +5.7

AutoCAD SHX Text +5.8

AutoCAD SHX Text +5.7

AutoCAD SHX Text +5.8

AutoCAD SHX Text +6.0

AutoCAD SHX Text +3.6

AutoCAD SHX Text 0.2

AutoCAD SHX Text +0.9

AutoCAD SHX Text 0.3

AutoCAD SHX Text N 3,708,250

AutoCAD SHX Text N 3,708,000

AutoCAD SHX Text N 3,707,750

AutoCAD SHX Text N 3,707,500

AutoCAD SHX Text N 3,707,750

AutoCAD SHX Text N 3,708,000

AutoCAD SHX Text N 3,708,250

AutoCAD SHX Text E 12,115,250

AutoCAD SHX Text E 12,115,500

AutoCAD SHX Text E 12,115,750

AutoCAD SHX Text E 12,116,000

AutoCAD SHX Text E 12,116,250

AutoCAD SHX Text E 12,116,500

AutoCAD SHX Text E 12,115,250

AutoCAD SHX Text E 12,115,500

AutoCAD SHX Text E 12,115,750

AutoCAD SHX Text E 12,116,000

AutoCAD SHX Text E 12,116,250

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text Ebb

AutoCAD SHX Text Flood

AutoCAD SHX Text

DIFFERENCE OCCURS AT: E 12,115,750 N 3,707,750

AutoCAD SHX Text

GRID NORTH

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

AutoCAD SHX Text %%D

AutoCAD SHX Text

SAND FENCE

AutoCAD SHX Text

SAND FENCE

AutoCAD SHX Text N 3707681.12 E 12115335.83

AutoCAD SHX Text N 3707699.04 E 12115569.43

AutoCAD SHX Text N 3707710.81 E 12116015.76

AutoCAD SHX Text N 3707638.10 E 12116015.76

AutoCAD SHX Text N 3707618.07 E 12115772.03

AutoCAD SHX Text N 3707503.25 E 12115730.56

AutoCAD SHX Text N 3707512.73 E 12115315.04

AutoCAD SHX Text 0+00.0

AutoCAD SHX Text 0+50.0

AutoCAD SHX Text 1+00.0

AutoCAD SHX Text 1+50.0

AutoCAD SHX Text 2+00.0

AutoCAD SHX Text 2+50.0

AutoCAD SHX Text 3+00.0

AutoCAD SHX Text 3+50.0

AutoCAD SHX Text 4+00.0

AutoCAD SHX Text 4+50.0

AutoCAD SHX Text 5+00.0

AutoCAD SHX Text 5+50.0

AutoCAD SHX Text 6+00.0

AutoCAD SHX Text 6+50.0

AutoCAD SHX Text 7+00.0

AutoCAD SHX Text 7+50.0

AutoCAD SHX Text 8+00.0

AutoCAD SHX Text 9+00.0

AutoCAD SHX Text 9+50.0

AutoCAD SHX Text 10+00.0

AutoCAD SHX Text 10+50.0

AutoCAD SHX Text 8+50.0

AutoCAD SHX Text 11+00.0

AutoCAD SHX Text -0+50.0

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text N 3707802.66 E 12115228.25

AutoCAD SHX Text N 3707504.10 E 12115204.14

AutoCAD SHX Text +3.0

AutoCAD SHX Text

PROTECTED WETLAND VEGETATION

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

APP.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text (3)

AutoCAD SHX Text

5 JUL 18

AutoCAD SHX Text

QNS.2017-06-21.PS

AutoCAD SHX Text D.E.B.

AutoCAD SHX Text R.W.S.

AutoCAD SHX Text V.L.R.

P.M.R.

Norfolk District

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0' 2'

TYPICAL SAND FENCE DETAIL

POST SHALL BE ROUND TREATED PINE. POST

SHALL HAVE STUDDED GROOVES FOR WIRE

ATTACHMENT AND AN ANCHOR PLATE NEAR

THE BASE.

SAND FENCE SLATS SHALL BE

48" x 1-1/2" x 3/8" SPRUCE OR

ASPEN WOOD WITH A RED OXIDE

FINISH. SLATS SHALL BE SPACED

2.25" +/- 0.25" APART.

7.0' MAXIMUM SPACING BETWEEN POSTS

Scale: 1" = 2'

AutoCAD SHX Text

TYPICAL BEACH CROSS-SECTION

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

NOS MHW

AutoCAD SHX Text

NOS MLLW

AutoCAD SHX Text

NOS MLW

AutoCAD SHX Text

TYPICAL BEACH CROSS-SECTION

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PROPOSED SURFACE (5' ABOVE MLLW)

AutoCAD SHX Text

NOS MHW

AutoCAD SHX Text

NOS MLLW

AutoCAD SHX Text

NOS MLW

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

PROTECTED WETLAND VEGETATION

AutoCAD SHX Text

TYPICAL BEACH CROSS-SECTION

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NOS MHW

AutoCAD SHX Text

NOS MLLW

AutoCAD SHX Text

NOS MLW

AutoCAD SHX Text

SAND FENCE

AutoCAD SHX Text

PROPOSED SURFACE (5' ABOVE MLLW)

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

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SURVEYED BY:

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CHECKED:

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DESCRIPTION

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5 JUL 18

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QNS.2017-06-21.PS

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QUEENS CREEK

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SECTION 01 14 00 – Page 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

TABLE OF CONTENTS

SPECIAL WORK CONDITIONS

06/09

PART 1 GENERAL

1.1 SUBMITTALS

1.2 CONTRACTOR NOTIFICATIONS

1.3 REFERENCES

1.4 CONTRACTOR WORK REQUIREMENTS

1.4.1 Personnel and Plant Restrictions on the Beach

1.4.2 Transportation Restrictions

1.4.3 Security and Public Safety of Work Areas

1.4.4 Noise Control and Abatement

1.4.5 Coordination with Other Contractors

1.4.6 Before Dredging Surveys

1.4.7 Final Examination and Acceptance

1.5 PHYSICAL DATA

1.5.1 Physical Conditions Information

1.5.2 Site Related Weather Conditions

1.5.3 Obstruction of Channel

1.5.4 Responsibility

1.5.5 Condition of Dredging Area

1.5.6 Channel Traffic

1.5.7 Oyster Grounds

1.6 PUMPING OF BILGES

1.7 FUEL OIL TRANSFER OPERATIONS

1.8 General

1.8.1 Dredge Electronic Survey and Positioning Systems

1.8.2 Benchmarks And Responsibility For Tidal Measurements

1.8.2.1 Responsibility for Tide Measurements

1.9 INSPECTION

1.9.1 General Inspection Requirements

1.10 SHOALING

1.10.1 Shoaling Prior to Dredging

1.10.2 Shoaling Subsequent to Dredging

1.11 SIGNAL LIGHTS

1.12 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.12.1 Costs

1.12.2 Rentals

1.12.3 Data

1.13 BRIDGE-TO-BRIDGE RADIO COMMUNICATION

1.13.1 Radio

1.14 SPECIAL COAST GUARD REQUIREMENTS

1.14.1 Local Notice To Mariners

1.14.2 Relocation of Navigation Aids

1.14.3 Use of Coast Guard Navigation Aid Structures

1.15 ENVIRONMENTAL LITIGATION

1.15.1 Litigation

1.16 HISTORICAL AND ARCHAEOLOGICAL FINDS

1.17 PROFIT

SECTION 01 14 00 – Page 2

1.17.1 Weighted Guidelines

1.17.2 Values

1.17.2.1 Degree of Risk

1.17.2.2 Relative Difficulty of Work

1.17.2.3 Size of Job

1.17.2.4 Periods of Performance

1.17.2.5 Assistance by Government

1.17.2.6 Subcontracting

1.18 PARTNERING

1.19 SUBCONTRACTS AND WORK COORDINATION

1.20 ACCOMMODATIONS ABOARD DREDGE FOR CONSTRUCTION REPRESENTATIVES

1.20.1 Accommodations

1.20.2 Costs

1.21 CONTINUITY OF WORK

PART 2 PRODUCTS (THIS PART NOT USED)

PART 3 EXECUTION (THIS PART NOT USED)

SECTION 01 14 00 – Page 3

SECTION 01 14 00

SPECIAL WORK CONDITIONS

06/09

PART 1 GENERAL

1.1 SUBMITTALS

The Contractor shall make submittals for the following listed reports and certificates as required by the specifications. The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor's Quality Control (CQC) representative and each item shall be stamped, signed, and dated by the CQC representative indicating action taken in accordance with SECTION 01 45 00. Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with SECTION 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction and Postconstruction Submittals

Dredging Notifications to Department of Environmental Quality, Virginia Marine Resources Commission, Mathews County Wetlands Board and U.S. Coast Guard

Prior to commencement of dredging, submit a copy of Dredging Intent Notifications to Department of Environmental Quality, Virginia Marine Resources Commission and U.S. Coast Guard and at the same time to the Contracting Officer. Upon completion of dredging, submit Report of Dredging to Department of Environmental Quality, Virginia Marine Resources Commission and Mathews County Wetlands Board and at the same time to the Contracting Officer.

Advance Notice for Dredging

Contractor advance notice for dredging will constitute his request for Before Dredging Surveys.

After Dredging Survey Requests

Contractor after dredging survey requests will constitute his request for After Dredging Surveys.

1.2 CONTRACTOR NOTIFICATIONS

Dredging intent and completion notifications to the Department of Environmental Quality and U.S. Coast Guard respectively shall be prepared

SECTION 01 14 00 – Page 4 and sent to the agencies as identified below. Notification to the U.S.

Coast Guard shall identify the dredging locations, placement areas, and dates the Contractor intends to start and complete dredging. When the Contractor sends a Notification to an agency, proper signatures as required in the Permit shall be affixed. A copy of all Notifications furnished shall at the same time be provided to the Contracting Officer.

The Contractor shall include the Permit Number on all Notifications sent to an agency.

a. Dredging Intent Notification to the Virginia Department of Environmental Quality

The Contractor shall notify the Virginia Department of Environmental Quality, Piedmont Regional Office, 4949-A Cox Road, Glen Allen, Virginia 23060, in writing, at least 15 calendar days prior to commencement of dredging operations under this contract.

b. Dredging Intent Notification to the Virginia Marine Resources Commission

The Contractor shall notify the Virginia Marine Resources Commission, Habitat Management Division, 2600 Washington Avenue, Post Office Box 756, Newport News, Virginia 23607-0756, in writing, at least 15 calendar days prior to commencement of dredging operations under this contract.

c. Notification of Intent to Dredge to the U.S. Coast Guard

The Contractor shall notify the Commander, Fifth Coast Guard District of his intended operations to dredge and request that it be published in the Local Notice to Mariners. This Dredging Intent Notification to U.S. Coast Guard must be given in sufficient time so that it appears in the Notice to Mariners at least 21 workdays prior to the commencement of this contract.

d. Report of Dredging Completion to the Department of Environmental Quality

The Contractor shall notify the Virginia Department of Environmental Quality, Piedmont Regional Office, 4949-A Cox Road, Glen Allen, Virginia 23060, in writing, within 30 calendar days of completion of dredging operations for this contract. The Contractor shall include in the Report the following information to the Virginia Department of Environmental Quality:

(1) Date on which dredging operations started.

(2) Date on which dredging operations were completed.

(3) Amount of material dredged (in cubic yards)

e. Report of Dredging Completion to the Mathews County Wetlands Board

The Contractor shall notify the Mathews County Wetlands Board, P.O. Box 839, Mathews, Virginia 23109, in writing, within 30 calendar days of completion of dredging operations for this contract.

1.3 REFERENCES

SECTION 01 14 00 – Page 5

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.

COAST GUARD, DEPARTMENT OF TRANSPORTATION

CFR PART 156.120 OIL AND HAZARDOUS MATERIAL TRANSFER

OPERATIONS - Requirements for Transfer

ENGINEERING MANUALS, U.S. ARMY

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

ENGINEERING PAMPHLET, U.S. ARMY

EP 1110-1-8 Construction Equipment Ownership and Operating Expense Schedule

1.4 CONTRACTOR WORK REQUIREMENTS

The Contractor shall perform the scheduled work with a hydraulic dredge and pipeline and place the dredged material in the Government-furnished beach placement areas as indicated and specified.

1.4.1 Personnel and Plant Restrictions on the Beach

Personnel working at the project site are limited to the immediate site areas where work is to be performed and shall not encroach property or facilities not involved in the work.

1.4.2 Transportation Restrictions

The location of work is served by an all weather surfaced road network;

however, the Contractor is responsible for utilizing plant suitable and allowed for locations traveled. The Contractor shall keep all roads free of mud and other foreign materials resulting from his operations. All temporary construction shall be removed and the affected areas restored to their original condition. The Contractor shall prepare as a part of his Safety Plan and Activity Hazard Analysis his proposed methods for gaining access to the workplace that does not unnecessarily impact convenient and safe access to and from the area by the public. Ingress and egress to the work area is the responsibility of the Contractor;

therefore, any required improvements to facilitate the Contractor's ingress\egress shall be at the expense of the Contractor. Access\egress shall be maintained throughout construction and restored to as good condition as existed prior to use, to include but not limited to light grading and seeding (see Ingress/Egress Area map attached).

1.4.3 Security and Public Safety of Work Areas

The dredging and placement…

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