SKU.2024-08-01.PS_FINAL_03-26-2026.pdf

PDF 32 MB Posted Jun 18, 2026

Attached to: Fort Eustis Dredge Material Management Area (FEDMMA)
Solicitation number: W9123626BA008
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

About this file

Written by GovTribe AI · Jun 18, 2026

This is a final design plan document for dike rehabilitation at the Fort Eustis Dredge Material Management Area (FEDMMA) in Newport News, Virginia. The document consists of architectural and engineering drawings prepared by the US Army Corps of Engineers, Norfolk District, with an issue date of December 3, 2025, and final project status.

The plans detail comprehensive construction requirements for raising and rehabilitating disposal site berms from the current elevation of 34 feet to 36 feet, including regrading of the existing access road. Key design elements include: clearing and grubbing of a 5-foot perimeter around the proposed dike footprint; excavation and blending of existing dredged material within the placement area to achieve satisfactory soil specifications for dike construction; construction of a new spillbox with associated piping infrastructure (extension of existing 24-inch corrugated metal pipes); relocation of two existing spillboxes 50-60 feet into the disposal site; dike slope configurations of 3.0:1 (horizontal:vertical) on interior slopes and 4.0:1 on exterior slopes; installation of erosion control measures including silt fence and temporary seeding; and construction of an access road with specific grading profiles. The design incorporates eight geotechnical borings, cone penetration tests, and vane shear tests to characterize subsurface conditions. The spillbox structural details specify A36 structural steel, galvanized hardware, 4,000 PSI concrete foundations, and welding per AASHTO and AWS D1.1 standards. Cumulative earthwork volumes indicate approximately 63,400 cubic yards of fill material required across the dike alignment. The project site encompasses approximately 62.8 acres within the dredged material placement area, with detailed engineering specifications for equipment operation, soil verification protocols, and temporary construction entrance requirements.

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Other files

File	Type	Posted
Solicitation Amendment W9123626BA008_0006.pdf	PDF	Sep 23, 2026
Solicitation Amendment W9123626BA008_0005.pdf	PDF	Sep 9, 2026
Solicitation Amendment W9123626BA008_0004.pdf	PDF	Aug 11, 2026
Solicitation Amendment W9123626BA008_0003.pdf	PDF	Jul 27, 2026
Solicitation Amendment W9123626BA008_0002.pdf	PDF	Jul 17, 2026
Site Visit Attendance Log_20260714.pdf	PDF	Jul 17, 2026
JBLE FORM 1 - MAY 2025 (V5).pdf	PDF	Jul 2, 2026
Solicitation Amendment W9123626BA008_0001 20260702.pdf	PDF	Jul 2, 2026
Fort Eustis Visitor Center to Back River Rd Newport News VA 23604_Google Maps.pdf	PDF	Jul 2, 2026
Solicitation - W9123626BA008_FEDMMA Maintenance 06182026.pdf	PDF	Jun 18, 2026
BID SCHEDULE_FEDMMA Maintenance Ft Eustis.pdf	PDF	Jun 18, 2026
Solicitation - W9123626BA008_FEDMMA Maintenance 06172026.pdf	PDF	Jun 18, 2026
RTA_FEDMMA Specifications_25Jan2026.pdf	PDF	Jun 18, 2026

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

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B Y:

C O

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SHEET ID

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

NORFOLK DISTRICT

FORT EUSTIS DREDGE MATERIAL

MANAGEMENT AREA (FEDMMA)

PLANS FOR DIKE REHABILITATION

FORT EUSTIS, NEWPORT NEWS VIRGINIA

XXX

2025-12-03

M M

U .2

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&W .S

US Army Corps of Engineers

U .S

. A R

M Y

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US Army Corps of Engineers ®

G-001

C O

S H

T, IN

F D

S, VI

Y, A N

D L

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SIGNATURES AFFIXED BELOW INDICATE OFFICIAL

RECOMMENDATION AND APPROVAL OF ALL DRAWINGS IN

THIS SET AS INDICATED ON INDEX TO DRAWINGS.

NORFOLK, VIRGINIA

DEPARTMENT OF THE ARMY

NORFOLK DISTRICT, CORPS OF ENGINEERS

CHIEF, ENGINEERING DIVISIONCHIEF, DESIGN BRANCH

RECOMMENDED:

SUBMITTED: APPROVED:

ENGINEERING BRANCH DESIGN LEAD

MATHEWS

COUNTY

CHESAPEAKE

BAY

ATLANTIC

OCEAN

FISHERMANS

ISLAND

CAPE

CHARLES

ISLE

WIGHT

GLOUCESTER

COUNTY

YORK RIVER

YORK COUNTY

NEW

PORT

NEW

JAM

ES RIVER

SUFFOLK

PORTSMOUTH

VIRGINIA

NORTH CAROLINA

CHESAPEAKE

VIRGINIA

BEACH

76° 10'

POQUOSON

HAMPTON

NORFOLK

CAPE

HENRY

W Y

37° 00'

I-64

US HWY

I-6

I-64

HRBT

I-64

T (H

W Y

R E

V I

R S

E M

A J

R D.

BACK RIVERRD.

MULBERRY IS.

RD.

TAYLOR AVE.

MILITARY

FORT EUSTIS

RESERVATION

VICINITY MAP

SCALE: NTS

LOCATION MAP

SCALE: NTS

PLAN

NORTH

PLAN

NORTH

LOCATION

OF WORK

INDEX OF DRAWINGS

SHEET

ID SHEET TITLE

G-001 COVER SHEET, INDEX OF DRAWINGS, VICINITY, AND LOCATION MAP

G-002 GENERAL NOTES SHEET

VH-101 EXISTING CONDITIONS SHEET

VH-102 DEMOLITION PLAN SHEET

VH-103 BORING LOCATION AND BORROW AREA SHEET

VH-104 DIKE LAYOUT PLAN SHEET

VH-105 DIKE GRADING PLAN SHEET (1)

VH-106 DIKE GRADING PLAN SHEET (2)

VH-107 EROSION CONTROL PLAN SHEET (1)

VH-108 EROSION CONTROL PLAN SHEET (2)

S-301 EROSION CONTROL DETAILS SHEET

VH-301 DIKE CAUSEWAY AND SPILLBOX SECTIONS SHEET (1)

VH-302 DIKE CAUSEWAY AND SPILLBOX SECTIONS SHEET (2)

VH-303 DIKE CAUSEWAY AND SPILLBOX SECTIONS SHEET (3)

S-302 SPILLBOX DETAILS SHEET (1)

S-303 SPILLBOX DETAILS SHEET (2)

S-304 SPILLBOX DETAILS SHEET (3)

S-305 SPILLBOX DETAILS SHEET (4)

VH-304 ACCESS ROAD SECTIONS AND PROFILE SHEET

FT EUSTIS

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

M M

U .2

-0

_2 \S

-0

-6 5_

U .2

-0

.D W

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&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

G-002

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

N Y/

M .D

NOTES:

BENCHMARKS

ELEVATION

CE "THIRD, 2001"

BENCHMARK

+9.23'

CE "PORT, 2001" +8.08'

CE "PMI-5, 2003" +8.66'

DATA FOR DATUM DIAGRAM WAS DETERMINED BY THE NGS OPUS NAVD88 SOLUTION AND

NOAA V DATUM ONLINE PROGRAM V 4.2.2 ON 7/7/2022 AT GAUGE SITES.

MEAN LOWER LOW WATER, 1983-2001 NATIONAL TIDAL DATUM EPOCH, WAS DETERMINED BY

THE NOAA V DATUM ONLINE PROGRAM V 4.2.2 AT SKIFFES CREEK ON THE JAMES RIVER AT

FORT EUSTIS VA.

ELEVATIONS ARE IN FEET REFERRED TO NOS MLLW AND WERE TAKEN ON 13 THROUGH 30

SEPTEMBER & 01 AUGUST 2024.

MEAN RANGE OF TIDE IS 2.24 FEET AT SKIFFES CREEK, BASED ON NOAA VDATUM PROGRAM.

NORTH AMERICAN VERTICAL DATUM OF 1988, NAVD88 WAS DETERMINED BY A 5 HOUR OPUS

GPS SESSION ON CE TIDAL BENCHMARK "THIRD, 2001" PIO BBDL92 ON 6/14/2022 AND IS 1.49'

ABOVE NOS MLLW 83-01 BASED ON GEOID18.

COORDINATES ARE IN U.S. SURVEY FEET, REFERRED TO THE VIRGINIA STATE PLANE

COORDINATE SYSTEM, SOUTH ZONE AND ARE BASED ON NORTH AMERICAN DATUM OF 1983.

BACKGROUND IMAGERY: VIRGINIA BASE MAPPING PROGRAM 2021 IMAGERY.

THIS MAP CONTAINS NO BOUNDARY OR PROPERTY LINE DATA AND IS NOT INTENDED TO BE

USED FOR PROPERTY TRANSFER.

AREA INSIDE DREDGED MATERIAL PLACEMENT AREA COMPUTED FROM INSIDE TOP OF BERM

= 62.8± ACRES

ELEVATIONS ARE RELATIVE TO

NOS MLLW, 1983-2001 NTDE

- LEGEND -

2.24' RANGE

0.16'

1.49'

NOS MLW

NOS MHW

NAVD 88

DATUM DIAGRAM

(NOT TO SCALE)

NOS MLLW,

1983-2001 NTDE

INV INVERT

CORRUGATED PIPE

MEAN LOW LOWER WATER

MEAN LOW WATER

NATIONAL OCEAN SERVICE

ELEVATION

MEAN HIGH WATER

NOS

MLW

MHW

MLLW

EL.

ABBREVIATIONS

EXISTING MIN0R CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED DIKE SLOPE

SF SILT FENCE

NORTH AMERICAN VERTICAL DATUMNAVD

VOLUMEVOL

OFFSETOFF.

.17

.18

.19 .20

.20

.22

.27

.28

.36 .38

.48

.56

.64

.73

.85

.17

.20

.22

.23

.25

.29

.29.30

.34

.39

.57

.61

.62

.64

.67

.68

.70

.72

.73

.74 .89

.92

.98

.106

.153

.161

.162

.170

.192

.205

.209

.225

.271 .272

.272

.273

.275

.276

.278

.281

.289

.292

.293

.301

.313

.332

.334

.22

.24 .38

.40

.43

.49 .67

.68

.69 .71

.72

.75

.76 .76

.83

.84

.87

.91

.126

.144

.196

.211

.214

.239

.271

.274

.277

.279

.280

.283

.285

.290

.291 .291

.292

.293 .299 .303

.320

.331

.332.334

.24 .30.34

.60

.76 .76

.78

.85

.89

.94 .98

.122

.125

.137.139

.182 .192

.201

.256

.262

.271

.272

.274

.278

.296

.299

.300

.301 .303

.304.306

.310

.329.331 .331

.332

.333

.334

.335

.337 .339

.342

.24

.30

.41 .41

.80

.84

.86

.90

.91

.92

.95 .95

.106

.169

.170 .182

.184 .209

.210

.224

.272

.276

.278 .278

.279 .287

.289

.291

.296 .297

.297

.300

.304

.307

.308

.334

.335

.336

.338

.341

.25

.29

.32.36

.39

.53

.60

.74.80 .89

.89

.93

.98

.103

.104

.157

.220

.224

.239

.251

.270

.285

.286

.291 .298

.299

.306

.307

.310

.316

.319

.333

.334

.00

.22

.23

.26

.30

.33

.40

.42

.47

.54

.55

.56

.58

.60

.68

.74

.78

.85

.89

.90

.115

.116 .125

.131

.149

.199

.208

.238

.254

.255

.263

.272

.275

.278

.279

.280

.281

.283

.285

.286

.288

.289

.290

.291

.292

.294

.296

.300

.301

.305

.307

.308

.313

.00

.20

.28

.32 .46

.57

.119

.120

.126 .128

.200

.270

.272

.273

.276

.279

.280

.283

.284

.288

.290

.295

.296

.333

.19 .29 .30

.38

.81

.86

.93 .109

.122

.132

.192

.221

.271

.274

.276 .284

.289

.308

.333

.26 .36

.47 .52.53

.61

.77

.82 .88

.91

.110 .145

.216

.239.242

.270

.276

.280

.282

.305

.332 .27

.28

.32

.71

.82

.84

.86

.93

.165

.193

.200

.211

.253

.274

.276

.279

.294

.310

.332

.11

.18

.19

.59

.61

.69

.70

.85

.109

.200

.242

.276

.277

.280

.282

.306

.333

.334

.20 .24 .39

.48

.51 .52

.71

.80

.84

.118

.156

.162

.172

.178

.188

.240

.276

.277

.278

.280

.281

.282

.284

.285

.290

.291

.295

.300

.308

.332

.08

.18

.19

.23

.24

.25 .27

.28

.38

.49

.51

.53

.54

.58

.60

.64

.68

.96 .135

.150

.172

.197 .232

.234

.278

.279

.280

.281

.282

.282 .292

.331

.334

.335

.26

.47

.50

.66 .71

.173

.219

.232

.273 .274

.276

.278

.307

.313

.336

.28

.35 .37

.39

.40

.42

.50 .55

.61 .65

.66

.69

.70

.71

.72

.96

.117

.128

.139

.166

.202

.209

.216

.220

.234

.237

.238 .268

.275

.276

.277

.279

.287

.291

.332

.333

.334

.335

.336

.19

.29

.30

.33

.33 .35

.38

.39

.40

.46 .48

.55 .58

.60

.61

.67

.68

.70

.76

30208

22030

.143

.231

.75

M M

U .2

-0

_2 \S

-0

-6 5_

U .2

-0

.D W

G 2:

C _B

&W .S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

VH-101

G C

O N

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

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R . M

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M .D

R . M

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M .D

NOTES:

SEE SHEET G-002 FOR SURVEY INFORMATION.

150' 300'0

PLAN

NORTH

TAYLOR AVE

PATCH ROAD

MULBERRY IS

LAND ROAD

ILSON AVE

LEGEND:

NO SURVEY DATA COVERAGE

WITHIN THIS AREA.

DREDGED MATERIAL

TURN AROUND AREA

24" DOUBLE INSULATED

CORRUGATED METAL

INV=1.29

INV=2.76

SPILL BOX

DISCHARGE PIPE

INV=2.10

SPILL BOX

DISCHARGE PIPE

24" DOUBLE INSULATED

CORRUGATED METAL

INV=1.74

WOODEN

WALKWAY

WOODEN

WALKWAY

8 10 12

150' 300'0

PLAN

NORTH

M M

U .2

-0

_2 \S

-0

-6 5_

U .2

-0

.D W

G 2:

C _B

&W .S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

VH-102

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

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, N

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-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

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M .D

NOTES:

1. CONTRACTOR WILL REMOVE AND DISPOSE OF ALL DEMOLITION

ITEMS OFF PROPERTY FOLLOWING ALL LOCAL, STATE AND

FEDERAL REGULATIONS. GRUBBED MATERIAL CAN BE DISPOSED

OF WITHIN THE PLACEMENT SITE.

SHEET NOTES:

CLEAR AND GRUB THE FOOTPRINT OF THE PROPOSED DIKE

AND 5 FEET BEYOND.

REMOVE EXISTING WALKWAY AND HAND RAILING, AND REMOVE

EXISTING SPILLBOX ABOVE GRADE.

LEGEND:

LIMITS OF CLEARING AND GRUBBING.

TAYLOR AVE

PATCH ROAD

MULBERRY IS

LAND ROAD

ILSON AVE

DREDGED MATERIAL

TURN AROUND AREA

24" DOUBLE INSULATED

CORRUGATED METAL

INV=1.29

INV=2.76

SPILL BOX

DISCHARGE PIPE

INV=2.10

SPILL BOX

DISCHARGE PIPE

24" DOUBLE INSULATED

CORRUGATED METAL

INV=1.74

WOODEN

WALKWAY

L70

L68

C62

C61 L62 L61

L60

L58

L59 L91

L90

L88

L87

L85

L81

L80

L79

L78

L75

L74

L73

L72 L71

TP-1139-01

TP-1139-02

TP-1139-03

TP-1139-04

TP-1139-05

TP-1139-06

TP-1139-07

TP-1139-09

TP-1139-08

TP-1139-11

TP-1139-12

TP-1139-13

DH-1139-01/CPT-1139-01/DMT-1139-01

DH-1139-08/CPT-1139-08/DMT-1139-05

DH-1139-07/CPT-1139-07/DMT-1139-04

DH-1139-06/CPT-1139-0626

TP-1139-10

DH-1139-04/CPT-1139-04

DH-1139-03/CPT-1139-03

DH-1139-02/CPT-1139-02/DMT-1139-02

30208

22030

VST-1139-02

VST-1139-03

VST-1139-01

DH-1139-05/CPT-1139-05/DMT-1139-03

VANE SHEAR TEST

NAME

TP-1139-01

TP-1139-02

TP-1139-03

TP-1139-04

TP-1139-05

TP-1139-06

TP-1139-07

TP-1139-08

TP-1139-09

TP-1139-10

TP-1139-11

TP-1139-12

TP-1139-13

NORTHING

3,584,057.34

3,583,857.84

3,583,680.43

3,583,665.43

3,583,939.43

3,584,032.93

3,584,275.77

3,584,631.82

3,584,921.90

3,585,052.82

3,584,654.28

3,584,201.37

3,584,039.60

EASTING

12,035,396.56

12,035,234.54

12,035,393.15

12,035,676.89

12,035,619.73

12,035,742.36

12,035,717.37

12,035,845.23

12,035,984.09

12,035,955.22

12,036,257.64

12,036,371.69

12,036,124.58

GEOTECHNICAL BORINGS

NAME

DH-1139-01/CPT-1139-01/DMT-1139-01

DH-1139-02/CPT-1139-02/DMT-1139-02

DH-1139-03/CPT-1139-03

DH-1139-04/CPT-1139-04

DH-1139-05/CPT-1139-05/DMT-1139-03

DH-1139-06/CPT-1139-06

DH-1139-07/CPT-1139-07/DMT-1139-04

DH-1139-08/CPT-1139-08/DMT-1139-05

NORTHING

3,583,100.85

3,583,806.99

3,584,517.74

3,585,162.63

3,585,860.82

3,585,415.18

3,584,593.51

3,583,765.73

EASTING

12,035,434.53

12,035,199.97

12,035,756.74

12,035,922.88

12,036,302.22

12,036,723.05

12,037,224.06

12,036,462.72

VANE SHEAR TEST

NAME

VST-1139-01

VST-1139-02

VST-1139-03

NORTHING

3,583,770.97

3,585,811.62

3,585,405.15

EASTING

12,035,244.66

12,036,280.63

12,036,689.65

BORROW AREA: LINE TABLE

LINE #

L58

L59

L60

L61

L62

L63

L64

L65

L66

L67

L68

L69

L70

L71

L72

L73

L74

L75

L76

L77

LENGTH

238.67'

144.41'

526.30'

13.97'

22.72'

50.12'

178.99'

350.15'

114.33'

63.62'

107.15'

109.77'

119.80'

102.83'

5.38'

69.28'

61.06'

53.95'

63.83'

78.87'

DIRECTION

S75° 04' 26.92"E

S81° 24' 34.88"E

S16° 33' 22.47"W

S41° 03' 47.00"E

S17° 25' 30.19"W

S32° 49' 47.88"W

S10° 29' 43.72"W

S21° 20' 24.87"W

S21° 50' 22.03"W

S10° 57' 22.47"W

S24° 18' 50.19"E

S04° 43' 35.38"E

S25° 12' 17.14"W

N24° 06' 23.50"W

N34° 20' 11.04"W

N51° 58' 44.79"W

N34° 47' 22.52"W

N30° 52' 01.49"W

N04° 28' 29.02"W

N09° 17' 46.35"W

BORROW AREA: LINE TABLE

LINE #

L78

L79

L80

L81

L82

L83

L84

L85

L86

L87

L88

L89

L90

L91

LENGTH

70.29'

49.24'

92.54'

187.22'

170.62'

197.38'

89.37'

170.91'

167.09'

211.40'

403.16'

318.29'

241.81'

224.23'

DIRECTION

N34° 14' 19.14"W

N27° 02' 44.91"W

N57° 41' 22.01"W

N58° 16' 53.03"W

N19° 15' 47.73"W

N05° 49' 50.88"W

N38° 37' 23.60"E

N30° 05' 58.32"W

N09° 47' 28.79"W

N53° 28' 22.38"E

N74° 13' 42.27"E

N03° 39' 55.50"E

N57° 44' 36.00"E

S78° 04' 49.96"E

BORROW AREA: CURVE TABLE

CURVE #

C61

C62

LENGTH

139.06'

341.49'

RADIUS

83.48'

226.10'

DELTA

095°26'34"

086°32'20"

CH LENGTH

123.53'

309.95'

CH BEARING

S65° 50' 48.58"W

S60° 13' 53.30"W

150' 300'0

PLAN

NORTH

M M

U .2

-0

_2 \S

-0

-6 5_

U .2

-0

.D W

G 2:

C _B

&W .S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

VH-103

L O

B O

R R

O W

A R

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

N Y/

M .D

NOTES:

1. MAINTAIN A MINIMUM DISTANCE OF 20' BETWEEN THE TOP OF THE BORROW

AREA EXCAVATION AND THE TOE OF THE NEW PERIMETER DIKE.

2. SEE SHEET G-002 FOR SURVEY INFORMATION.

LEGEND:

LIMITS OF BORROW AREA

GEOTECHNICAL BORINGS

TEST PITS

VANE SHEAR TEST POINTS

TAYLOR AVE

PATCH ROAD

MULBERRY IS

LAND ROAD

ILSON AVE

-1+00

-2+00

-3+00

-4+00 -4+71.03

L38

L39

L40

L42

L44

L48

L49

L50 L51

L52

L53 L54 L55

L56

C55 C56

C57 C58

C59C

C37

C40C41

C43

C44

C45

C46

C48

C49

C50

C51

C52

C53

C54

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+0024 +0

28+00

29+00

30+00

31+00

32+00

33+00

34+00

37+00

38+00

040+0041+0042+00

43+00

44+00

45+00

46+00

47+00

48+00

49+00

50+00

51+00

52+00

53+00

54+00

55+00

56+00

57+00

58+00

59+0060+0061 +0

62+00

63+00

64+00

65+00

66+00

67+00

68+00

69+00

70+00

0 75+00

8 10 12

L45

ALIGNMENT: DIKE RAISING

NUMBER

C37

C38

C39

C40

C41

C42

C43

C44

C45

C46

C47

C48

C49

C50

C51

C52

C53

C54

L35

L36

L37

L38

L39

L40

L41

L42

L43

L44

L45

L46

L47

L48

L49

L50

L51

LENGTH

264.00'

205.71'

228.42'

317.09'

160.33'

269.27'

115.38'

240.38'

266.47'

257.01'

121.07'

168.95'

286.97'

226.11'

47.47'

184.06'

118.16'

47.32'

185.43'

131.18'

605.90'

191.18'

665.78'

307.56'

360.02'

186.42'

296.73'

157.72'

53.63'

5.15'

660.00'

47.34'

35.26'

43.18'

66.76'

RADIUS

392.50'

247.50'

358.56'

194.92'

99.57'

187.26'

229.91'

1120.77'

1243.25'

1280.65'

154.52'

119.49'

253.74'

307.50'

187.18'

2130.15'

126.06'

52.50'

LINE/CHORD DIRECTION

S45° 53' 20.03"W

S06° 20' 25.14"W

S04° 40' 58.41"W

S59° 09' 21.92"W

S67° 05' 04.63"W

S18° 02' 52.42"E

S71° 59' 55.60"E

N54° 45' 11.40"E

N64° 12' 08.19"E

N62° 53' 31.70"E

N28° 10' 11.58"E

N37° 28' 02.71"W

N39° 48' 13.10"W

N25° 38' 38.02"W

N40° 51' 38.47"W

N34° 53' 28.27"W

N66° 46' 13.80"E

N80° 09' 40.54"W

S27° 19' 29.92"W

S17° 25' 29.05"E

S17° 07' 40.34"W

S56° 14' 45.72"E

N57° 58' 12.49"E

N54° 21' 44.87"E

N08° 33' 10.37"E

N72° 14' 15.32"W

N04° 55' 52.88"W

N46° 16' 53.63"W

N45° 21' 32.80"E

N39° 38' 52.57"E

S22° 12' 06.70"W

S64° 57' 43.29"W

S61° 55' 37.03"W

S72° 24' 50.99"W

N36° 16' 44.17"W

ALIGNMENT: ACCESS ROAD

NUMBER

C55

C56

C57

C58

C59

C60

L52

L53

L54

L55

L56

L57

LENGTH

111.11'

94.17'

26.86'

23.78'

12.42'

2.98'

32.16'

17.86'

24.85'

28.99'

27.63'

68.22'

RADIUS

191.01'

91.91'

200.00'

194.11'

LINE/CHORD DIRECTION

S67° 32' 52.91"W

S59° 18' 33.87"W

S36° 16' 10.38"W

S43° 37' 37.14"W

S48° 58' 08.46"W

S51° 14' 28.01"W

S32° 25' 18.06"W

S40° 07' 02.70"W

S47° 08' 11.57"W

S50° 48' 05.36"W

S51° 40' 50.65"W

S35° 41' 29.42"W

150' 300'0

PLAN

NORTH

M M

U .2

-0

_2 \S

-0

-6 5_

U .2

-0

.D W

G 2:

C _B

&W .S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

VH-104

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

N Y/

M .D

NOTES:

SEE SHEET G002 FOR SURVEY INFORMATION.

TAYLOR AVE

PATCH ROAD

MULBERRY IS

LAND ROAD

L40

L42

L44

L48

L49

L50

L51

VH105

VH106

C37

C40C41

C48

C49

C50

C51

C52

C54

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

28+00

29+00

30+00

31+00

32+00

33+00

34+00

37+00

38+00

040+00

41+00

42+00

43+00

44+00

45+00

46+00

47+00

48+00

49+00

50+00

51+00

52+00

53+00

54+00

55+00

56+00

57+00

58+00

59+0060+0061 +0

62+00

63+00

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

PLAN

NORTH

M M

U .2

-0

_2 \S

-0

-6 5_

U .2

-0

.D W

G 2:

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

VH-105

E G

S H

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

N Y/

M .D

NOTES:

SEE SHEET G-002 FOR SURVEY INFORMATION.

1. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE START OF ANY

GRADING.

2. THE CONTRACTOR SHALL CLEAR ALL PHRAGMITES, VEGETATION, SHRUBS, AND

TREES FROM WITHIN THE FOOTPRINT OF THE NEW DIKE.

3. EXCAVATION WITHIN CONTAINMENT AREA SHALL NOT BE STEEPER THAN THE

INTERIOR SLOPE OF THE DIKE 1.5:1 (H:V)

4. CONTRACTOR SHALL VERIFY THAT BLENDED SOIL MEETS THE REQUIREMENTS OF

SATISFACTORY MATERIAL EVERY 1,000 CY OR FRACTION THEREOF PRIOR TO

PLACEMENT IN ACCORDANCE WITH SPEC 31 00 00.

5. SEE CROSS-SECTIONS ON SHEETS VH-301 AND VH-302 FOR FINAL GRADES.

6. CONTRACTOR SHALL EXCAVATE EXISTING MATERIAL WITHIN DISPOSAL FACILITY

AND BLEND SOIL DEPOSITS TO ACHIEVE SATISFACTORY MATERIAL FOR DIKE

CONSTRUCTION. REFER TO SPECIFICATIONS FOR SOIL REQUIREMENTS AND

VERIFICATIONS.

7. CONTRACTOR SHALL CUT/FILL AND REGRADE AS REQUIRED TO WITHIN

CONTAINMENT AREA TO PROVIDE PROPER DRAINAGE TO THE SPILLBOX AFTER

DIKE CONSTRUCTION AND EXCAVATION OPERATIONS ARE COMPLETE.

8. DUE TO THE METHOD OF PLACEMENT OF DREDGED MATERIAL WITHIN

CONTAINMENT AREA THE CONTRACTOR SHOULD EXPECT THAT EQUIPMENT WITH

LOW GROUND CONTACT PRESSURE WILL BE REQUIRED TO FACILITATE WORK.

100' 200'0

E10

VH-301

J17

VH-301

KEY NOTES:

CONSTRUCT NEW SPILLBOX. SEE SHEETS S-302 THROUGH S-305.

EXTEND EXISTING 30" CMP TO NEW SPILLBOX.

EXISTING SPILLBOX 1

INVERT IN= 2.10'

24" DOUBLE INSULATED

CORRUGATED METAL

INVERT OUT = 1.74'

TAYLOR AVE

PATCH ROAD

MULBERRY ISLAND ROAD

-1+00-2+00

-3+00

-4+00

-4+71.03

L38

L39

L40

L42

L52

L53

L54

L55 L56

C55 C56

C57 C58

C59 C60

VH105

VH106

C40C41

C43

C44

C45

C46

C48

C49

C53

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

28+00

29+00 50+00

51+00

52+00

53+00

54+00

55+00

56+00

57+00

58+00

59+0060+0061 +0

62+00

63+00

64+00

65+00

66+00

67+00

68+00

69+00

70+00

75+00

8 10 12

L45

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

PLAN

NORTH

M M

U .2

-0

_2 \S

-0

-6 5_

U .2

-0

.D W

G 2:

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

VH-106

E G

S H

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

N Y/

M .D

100' 200'0

M10

VH-304

NOTES:

SEE SHEET G-002 FOR SURVEY INFORMATION.

1. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE START OF

ANY GRADING.

2. THE CONTRACTOR SHALL CLEAR ALL PHRAGMITES, VEGETATION, SHRUBS, AND

TREES FROM WITHIN THE FOOTPRINT OF THE NEW DIKE.

3. EXCAVATION WITHIN CONTAINMENT AREA SHALL NOT BE STEEPER THAN THE

INTERIOR SLOPE OF THE DIKE 1.5:1 (H:V)

4. CONTRACTOR SHALL VERIFY THAT BLENDED SOIL MEETS THE REQUIREMENTS

OF SATISFACTORY MATERIAL EVERY 1,000 CY OR FRACTION THEREOF PRIOR TO

PLACEMENT IN ACCORDANCE WITH SPEC 31 00 00.

5. SEE CROSS-SECTIONS ON SHEET VH-301, VH-302, VH-303, AND VH-304 FOR FINAL

GRADES.

6. CONTRACTOR SHALL EXCAVATE EXISTING MATERIAL WITHIN DISPOSAL FACILITY

AND BLEND SOIL DEPOSITS TO ACHIEVE SATISFACTORY MATERIAL FOR DIKE

CONSTRUCTION. REFER TO SPECIFICATIONS FOR SOIL REQUIREMENTS AND

VERIFICATIONS.

7. CONTRACTOR SHALL CUT/FILL AND REGRADE AS REQUIRED TO WITHIN

CONTAINMENT AREA TO PROVIDE PROPER DRAINAGE TO THE SPILLBOX AFTER

DIKE CONSTRUCTION AND EXCAVATION OPERATIONS ARE COMPLETE.

8. DUE TO THE METHOD OF PLACEMENT OF DREDGED MATERIAL WITHIN

CONTAINMENT AREA THE CONTRACTOR SHOULD EXPECT THAT EQUIPMENT

WITH LOW GROUND CONTACT PRESSURE WILL BE REQUIRED TO FACILITATE

WORK.

MULBERRY IS

LAND ROAD

VH107

VH108

22030

SFSF

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

M M

U .2

-0

_2 \S

-0

-6 5_

U .2

-0

.D W

G 2:

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

VH-107

N C

O N

T (1

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

N Y/

M .D

100' 200'0

PLAN

NORTH

EROSION AND SEDIMENT CONTROL LEGEND EROSION & SEDIMENT CONTROL NOTES:

SILT FENCE

(VSMH Version 1.1, C-PCM-04) SF

1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND

SPECIFICATIONS OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK (CURRENT EDITION).

2. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE OUTSIDE OF THE DREDGE PLACEMENT AREA OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED OR DISTURBED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL REMAIN UNDISTURBED FOR LONGER

THAN 14 DAYS.

3. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND CLEANUP OF SEDIMENT ARE THE RESPONSIBILITY OF THE CONTRACTOR

AND SHALL BE MADE IMMEDIATELY.

4. STOCK PILES OF SOIL AND OTHER ERODIBLE MATERIALS OUTSIDE OF THE DREDGE PLACEMENT AREA SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION STOCKPILES ON SITE AS WELL AS FOR

MATERIALS TRANSPORTED FROM THE PROJECT SITE.

5. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH. DISCHARGE IN A MANNER THAT DOES NOT ADVERSELY AFFECT OFF-SITE

PROPERTY OR STORM DRAINAGE SYSTEMS.

6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED NECESSARY BY THE

LAND DISTURBANCE PERMITTING AGENCY.

7. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES SHALL BE REMOVED WITHIN 30

DAYS.

8. ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.

9. ALL EROSION AND SEDIMENT CONTROL MEASURES INDICATED ON THIS PLAN ARE THE MINIMUM REQUIRED.

THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENT CONTROL AS DETERMINED BY THE PERMITTING

AUTHORITY.

10. ALL SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY, AND SHALL BE MADE FUNCTIONAL PRIOR TO THE UPLAND

LAND DISTURBANCE.

11. TEMPORARY CONSTRUCTION ENTRANCES SHALL BE MAINTAINED TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO PAVED OR IMPROVED SURFACES, WHERE SEDIMENT IS TRACKED ONTO PAVED SURFACES, THE SEDIMENT SHALL BE REMOVED BY SHOVELING OR SWEEPING AND TRANSPORTED TO A

SEDIMENT CONTROL DISPOSAL AREA.

12. CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST INCLUDING (BUT NOT LIMITED TO) USE OF WATER, LIMITING THE NUMBER OF VEHICLES ALLOWED ON SITE, MINIMIZING THE OPERATING SPEED

OF ALL VEHICLES, OR PROVIDING OTHER ACCEPTABLE CONTROL MEASURES.

13. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED, THAT IN THE OPINION OF THE PERMITTING AUTHORITY HAS BEEN ACHIEVED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH

TO SURVIVE AND WILL INHIBIT EROSION.

S-301

TAYLOR AVE

PATCH ROAD

MULBERRY ISLAND ROAD

ILSON AVE

DREDGED MATERIAL

TURN AROUND AREA

24" DOUBLE INSULATED

CORRUGATED METAL

INV=1.29

INV=2.76

SPILL BOX

DISCHARGE PIPE

INV=2.10

SPILL BOX

DISCHARGE PIPE

24" DOUBLE INSULATED

CORRUGATED METAL

INV=1.74

WOODEN

WALKWAY

VH107

VH108

22030

SFSF

SF SF

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

M M

U .2

-0

_2 \S

-0

-6 5_

U .2

-0

.D W

G 2:

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

VH-108

N C

O N

T (2

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

N Y/

M .D

PLAN

NORTH

100' 200'0

EROSION AND SEDIMENT CONTROL LEGEND

TEMPORARY CONSTRUCTION ENTRANCE

(VSMH VERSION 1.1, C-SCM-03)

SILT FENCE

(VSMH VERSION 1.1, C-PCM-04) SF

S-301

H11

S-301

MULBERRY IS

LAND ROAD

ILSON AVE

24" DOUBLE INSULATED

CORRUGATED METAL

INV=1.29

INV=2.76

SPILL BOX

DISCHARGE PIPE

WOODEN

WALKWAY

DREDGED MATERIAL

TURN AROUND AREA

TEMPORARY SEEDING

(VSMH STD.)

S-301

H17

6" MIN.

70' MIN.

PAVEMENT

EXISTINGEXISTING

GROUND

EXISTING

GROUND

' M

OPERATION

OF INGRESS AND EGRESS

* MUST EXTEND FULL WIDTH

COARSE AGGREGATE

VDOT #1, #2, OR #3

70' MIN.

PAVEMENT

EXISTING

' M

10' MIN.

3" MIN.

12' MIN.

SIDE ELEVATION

PLAN VIEW

SECTION C-C

GALV. STEEL FENCE POST,

DRIVEN MIN. 24" INTO GROUND

48" MIN. 2.5" DIA.

4"x4" TRENCH

FLOW

2" MIN

FILTER

CLOTH

10' MAX. C TO C

18" MIN

4" MIN

EMBEDDED

IN GROUND

UNDISTURBED

OVERLAPPED BY 6" AND FOLDED.

'BULGES' DEVELOP IN THE SILT FENCE.

1. FILTER CLOTH TO BE FASTENED SECURELY WITH TIES AT TOP AND MID SECTION.

2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE

3. A 4" WIDE BY 4" DEEP TRENCH SHALL BE EXCAVATED UPSLOPE OF SILT FENCE.

4. BURY FILTER CLOTH A MIN. OF 8" IN TRENCH. BACKFILL AND COMPACT TRENCH.

5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN

6. POSTS SHALL BE 4' MIN. STANDARD V OR T SECTION, MIN. WEIGHT= 3 LBS/FOOT.

7. FILTER CLOTH SHALL MEET LATEST VESCR SPECIFICATIONS FOR SILT FENCE.

24" MIN

8" OF FILTER CLOTH

(LAYERED IN TRENCH)

NOTES:

FILTER CLOTH

GROUND

FILTER CLOTH

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

M M

U .2

-0

_2 \S

-0

-6 5_

U .2

-0

.D W

G 2:

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

S-301

N C

O N

L D

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

N Y/

M .D

H17 NOT TO SCALE

TEMPORARY SEEDING SCHEDULE

TABLE 3.31-B

ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS

MULCHING

A. SEEDING MADE IN FALL FOR WINTER COVER AND DURING HOT DRY

SUMMER MONTHS SHALL BE MULCHED IN ACCORDANCE WITH MULCHING,

STD. & SPEC. OF THE VIRGINIA EROSION & SEDIMENT CONTROL

HANDBOOK, THIRD EDITION 1992.

MAINTENANCE

A. IRRIGATION - IF SOIL MOISTURE IS DEFICIENT. SUPPLY NEW SEEDINGS AND

PLANTINGS WITH ADEQUATE WATER FOR PLANT GROWTH UNTIL THEY ARE

FIRMLY ESTABLISHED.

B. REPAIR - INSPECT ALL AREAS FOR PLANTING FAILURES AND MAKE

NECESSARY REPAIRS.

SPECIES

50/50 MIX OF ANNUAL

RYEGRASS (LOLIUM

MULTI-FLORUM) & CEREAL

(WINTER) RYE (SECALE

CEREALE)

ANNUAL RYEGRASS

(LOLIUM MULTI-FLORUM)

GERMAN MILLET (SETARIA

ITALICA)

SEEDING RATE (LBS./ACRE)

50 - 100

60 - 100

J12

VH-107 SCALE: NTS

SILT FENCE DETAILH5

VH-108

VH-108 SCALE: NTS

TEMPORARY STONE CONSTRUCTION ENTRANCEH11

TSCE

VH-108

5+00

-20

0 20 40 60 800-20-40-60

10+00

-20

0 20 40 60 80 1000-20-40-60

15+00

-20

0 20 40 60 800-20-40-60

20+00

-20

0 20 40 60 800-20-40-60

23+69.71

-20

0 20 400-20-40-60-80

30+00

-20

0 20 40 60 80 1000-20-40-60

39+12.59

-20

0 20 40 600-20-40-60-80

0+00

-20

0 20 40 60 800-20-40-60

3.0:1 4.0:1

1.5:1

INVERT

2.76'INVERT 15.5'

INVERT 2.1

INVERT 15.5'

0.72% SLOPE

PROPOSED SURFACE

SEE SPECIFICATIONS

FOR COMPACTION

EL. 38.50

. 3

EXISTING

24" CP

EXISTING

24" CP

PROPOSED SURFACE

SEE SPECIFICATIONS

FOR COMPACTION

. 3

7.50'

EL. 36.00 EL. 36.00 EL. 36.00

EL. 36.00 EL. 36.00

3.0:1 4.0:1

. 2

49 OFF. 0.00

EL. 36.00

. 1 7.

. 3 3.

1.5:1 4.0:1

3.0:1 4.0:1

3.00% SLOPE (+/- 1%)

. 2

10 OFF. 0.00

EL. 36.00

. 1 7.

. 3 3.

. 2

. 1 7.

. 3 3.

. 0 .0

. 3 6.

. 2

. 0 .0

. 3 6.

. 1 7.

. 3 3.

. 2

. 0 .0

. 3 6.

. 1 6.

. 3 3.

4.0:1

. 2

. 3 6.

. 1 8.

. 3 3.

. 2

. 0 .0

. 3 6.

. 1 7.

. 3 3.

. 2

. 0 .0

. 3 6.

. 1 7.

. 3 3.

PLACE STOP LOGS AT

THE GREATER OF 30 FT

OR EXISTING DREDGE

MATERIAL ELEVATION.

PLACE STOP LOGS AT

THE GREATER OF 30 FT

OR EXISTING DREDGE

MATERIAL ELEVATION.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

20' 40'0 VH-301

E C

O N

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

N Y/

M .D

LEGEND:

FILL, SUITABLE FILL MATERIAL TO ADD

SHEET NOTES:

REMOVE EXISTING WALKWAY AND HAND RAILING, AND REMOVE EXISTING

SPILLBOX ABOVE GRADE.

INSTALL NEW SPILLBOX, WALKWAY AND HAND RAILING, SEE STRUCTURAL

SHEETS.

TAP FROM EXISTING 24" CP INVERT TO NEW SPILLBOX, SEE STRUCTURAL

SHEETS. PREPARE BOTTOM FOR PIPE PER THE PROJECT SPECIFICATIONS.

FILL ANNULAR SPACE OF EXISTING SPILLBOX WITH FLOWABLE FILL.

E15

VH-105 SCALE: AS SHOWN

SECTIONJ17

VH-105 SCALE: AS SHOWN

SECTIONE10

40+00

-20

0 20 40 60 80 1000-20-40-60-80-100

45+00

-20

0 20 40 60 80 1000-20-40-60-80-100

50+00

-20

0 20 40 60 80 1000-20-40-60-80-100

55+00

-20

0 20 40 60 80 1000-20-40-60-80-100

60+00

-20

0 20 40 60 80 1000-20-40-60-80-100

65+00

-20

0 20 40 60 80 1000-20-40-60-80-100

3.0:1 4.0:1

7.50'

3.0:1 4.0:1

. 2

. 0 .0

. 3 6.

. 1 8.

. 3 3.

3.0:1 4.0:1

. 2

. 0 .0

. 3 6.

. 1 8.

. 3 3.

. 2

. 0 .0

. 3 6.

. 1 7.

. 3 3.

7.50'O

. 2

. 0 .5

. 3 6.

. 1 8.

. 3 3.

. 3

. 0 .0

. 3 6.

. 1 6.

. 3 3.

. 2

. 0 .0

. 3 6.

. 1 7.

. 3 3.

3.0:1

4.0:1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

20' 40'0 VH-302

E C

A N

O X

N S

T (2

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

N Y/

M .D

70+00

-20

0 20 40 60 80 1000-20-40-60-80-100

75+00

-20

0 20 40 60 80 1000-20-40-60-80-100

TOTAL VOLUME: CUBIC YARDS

STATION

0+00.00

5+00.00

10+00.00

15+00.00

20+00.00

23+69.71

30+00.00

39+12.59

40+00.00

45+00.00

50+00.00

55+00.00

60+00.00

65+00.00

70+00.00

75+00.00

CUT AREA

0.00

0.63

0.00

FILL AREA

157.28

179.79

183.38

181.20

189.04

580.27

167.81

635.97

239.40

227.27

181.12

147.10

50.73

168.72

209.34

198.88

CUT VOL

0.00

5.88

5.84

0.00

0.01

0.00

0.02

FILL VOL

0.00

3140.42

3364.42

3370.49

3377.87

4919.24

8982.08

13117.04

1058.50

4268.37

3759.07

3049.44

1851.67

2005.58

3454.80

3673.34

CUMULATIVE CUT VOL

0.00

5.88

11.72

11.73

11.74

11.76

CUMULATIVE FILL VOL

0.00

3140.42

6504.84

9875.34

13253.21

18172.45

27154.53

40271.57

41330.07

45598.44

49357.51

52406.94

54258.61

56264.19

59719.00

63392.33

NET VOL

0.00

-3140.42

-6498.96

-9863.62

-13241.49

-18160.73

-27142.80

-40259.83

-41318.33

-45586.70

-49345.76

-52395.20

-54246.87

-56252.45

-59707.25

-63380.57

3.0:1 4.0:1

7.50'

10.50'O

. 2

. 0 .0

. 3 6.

. 1 7.

. 3 3.

3.0:1 4.1:1

. 2

. 3 1.

. 2 .9

. 3 6.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

20' 40'0 VH-303

E C

A N

O X

N S

T (3

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

N Y/

M .D

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

M M

U .2

-0

_2 \S

-0

-6 5_

U .2

-0

.D W

G 2:

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

S-302

X D

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

N Y/

M .D

8'-0"

32 SF CONC. BASE

8' -0

4' -1

3 8"

ANCHOR LUG-TYP

SEE ANCHOR LUG DETAIL,

SECTION L8 SHT. S-305

4' -0

24" PE PIPE STUB TO

FIT SNUG OVER ROLLED

1/4" PLATE

18" TYP ANCHOR BOLTS

(8 REQ'D) 3/4" NOM. DIA.

W/ NUTS AND WASHERS

LADDER NOT SHOWN, SEE DETAIL SHT. S-305

24" MARINE MATTRESS

2' -0

5'-0"

8' -0

1' -7

2'-013 16"

LADDER NOT SHOWN, SEE DETAIL SHT. S-305

SEE NOTE

SECTION L16 SHT. S-303

PL 1/2" SEE SECTION G4

SHT. S-304

C .P

S-303

L16

S-302

E17

S-304

S-303

D11

K10

S-302 SCALE: 1"=1'-0"

SECTIONE17

SCALE: 1"=1'-0"

8FT. UPPER SECTIONS (3 REQ'D) ELEVATIONL17

SCALE: 1"=1'-0"

BASE SECTION SIDE ELEVATIONH7 GEOTEXTILE FILTER CLOTH

L3.5X3.5X3

8 (TYP)

C5X9 (TYP)C5X9 (TYP)

ST5X17.5

L3.5X3.5X3

4' -1

5 8"

(TYP)

3/8

TYP

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

M M

U .2

-0

_2 \S

-0

-6 5_

U .2

-0

.D W

G 2:

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

S-303

X D

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

N Y/

M .D

1'-0"

4'-11"

4'-1"

4' -1

R O

/4 " P

D E

O F

. P E

DRILL EIGHT 3/4" DIA.

HOLES-THRU EVENLY

SPACED, BOLT TO PE

W/ 3/4" NOM. DIA. BOLTS

1'-4" 1'-5" 1'-4"

1' -4

-4

1' -5

1/2" PL ANCHOR

LUG (TYP)

SEE ANCHOR LUG DETAIL

SECTION L8 SHT. S-305

4'-1"

4'-11"4'-11"

4' -1

8'-0" CONCRETE BASE

ST 5x17.5 (TYP)

1'-4" 1'-5" 1'-4"

L3.5x3.5x3

8" (TYP)

1' -4

3 8"

LADDER SEE DETAIL

SHT. S-305

2"x3/4" BAR

4 PER SIDE

WELD CONT. TO

ST5X17.5 ON ALL EDGES

FACE OF ST SECTION TO BE MADE

FLUSH WITH INSIDE FACE OF

CHANNEL

NOTCH FLANGE OF C5X9 TO

CLEAR ST SECTION. WELD ALL

AROUND. TYP.

C5x9 (TYP)

4' -1

5 8" 4'-15

TYP

5/16

8' -0

" C O

N C

. B

C .P

K17

S-302 SCALE: 1"=1'-0"

SECTIONL5

S-302 SCALE: 1"=1'-0"

SECTIONL16

S-302 SCALE: 1"=1'-0"

SECTIOND11

S-304

J11

L3.5X3.5X3

8 (TYP)

ST5X17.5 (TYP)

L3.5X3.5X3

8 (TYP)

1'-0"

S-304

J17

S-305

S-304

M11

TYP

1/4

TYP

1/4

C5x9 (TYP)

L3.5x3.5x3/8"

GRIND CORNER TO FIT

SEE DETAIL N17

SHT S-304

1/4

TYP

C5x9

HOR. C5x9

L3.5x3.5x3/8"

TYP

1/4TOP

TYP

3/16

BOT. AND SIDES

TYP

1/4

C5x9

ST SECTION, CORNER BRACES NOT SHOWN

FOR CLARITY

TYP

1/4

TYP

1/4

1" CHAMFER

1/4" PL SEE

SECTION L16

SHT S-303

CJP

L3.5x3.5x3/8"

1/4

C5X9

CJP

TYP

CJP

1/4

TYP

CJP

1/4 1/4

CJP

L3.5x3.5x3/8"C5x9

C5x9

1/4

TYP1/4

C5x9

1" NOM. DIA. BOLTS

C5x9

CJP

1/2" PL (TYP)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

M M

U .2

-0

_2 \S

-0

-6 5_

U .2

-0

.D W

G 2:

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

S-304

X D

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

N Y/

M .D

C .P

L15

S-302 SCALE: 3"=1'-0"

SECTIONL4

S-304

D11

L14

S-303 SCALE: 3"=1'-0"

SECTIONG4

S-303 SCALE: 3"=1'-0"

TYP. DETAILJ11

S-304 SCALE: 3"=1'-0"

SECTIOND11

S-303 SCALE: 3"=1'-0"

TYP. DETAILJ17

SCALE: 3"=1'-0"

TYP. DETAILN17M14

S-303 SCALE: 3"=1'-0"

TYP. DETAILM11

11 2"

1 3/4" DIA. HOLE

1/2" PL (TYP)

CJP

WELD AT 45° BETWEEN

CORNER CHANNELS

TYP

1/4

TYP

1/4

TYP

1/4

NOTCH AND CHAMFER ANGLE

TO FIT CONT. ST SECTION

1/4

6" 1'

1" ELEVATION AT BASE

OF 8' SECTION

6" 6"

6" 1" DIA. BAR RUNG

17-7/8" LONG

3/4" x 2" FLAT BAR (TYP).

DRILL FOR RUNGS

3/4" x 2" BAR (TYP)

4 PER SIDE

TYP

3/8

TYP

PROVIDE TWO SECTIONS

3/4"x2"x4' LONG FLAT BAR

ATTACHED AS SHOWN

FASTEN BAR EXTENSIONS

WITH FOUR 3/4" NOM. DIA.

BOLTS PER 8' SECTON.

TIGHTEN SNUG

EL. AT TOP OF 8'

SECTION

WHEN ASSEMBLED TOGETHER, BAR

EXTENSIONS ON TOPMOST 8' SECTION ONLY

ARE TO BE REVERSED AND BOLTED UPRIGHT

AS SHOWN.

3/8

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

M M

U .2

-0

_2 \S

-0

-6 5_

U .2

-0

.D W

G 2:

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

S-305

X D

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

N Y/

M .D

NOTES:

1. STRUCTURAL STEEL SHALL BE A36

2. ANCHOR BOLTS, BOLTS, NUTS, ETC SHALL BE

GALVANIZED A307 STEEL, UON.

3. WELDING SHALL BE IN ACCORDANCE WITH

AASHTO AND AWS D1.1. WELDERS SHALL BE

CERTIFIED AND SUBMITTED FOR GOV APPROVAL

UNDER AWS D1.1.

4. WELDS SHALL BE A CONTINUOUS FILLET WELD

1/16" LESS THAN THE THICKNESS OF THE BASE

MATERIAL, UON.

5. CONCRETE SHALL HAVE A MINIMUM 28 DAY

STRENGTH OF 4000 PSI WITH A W/C RATIO OF 0.40.

6. ALL CONCRETE SHALL BE IN ACCORDANCE WITH

ACI 301.

7. WOOD STOP LOGS SHALL BE NOMINAL 4X4,

MINIMUM #2 CONSTR. GRADE SOUTHERN PINE

TIMBERS.

8. PLACE STOP LOGS AT THE GREATER OF 30 FT OR

EXISTING DREDGE MATERIAL ELEVATION.

9. UPPER SECTIONS ARE TO BE FASTENED TO LOWER

SECTIONS SECURELY USING 1" NOM. DIA. BOLTS

AT CONNECTION PLATES PROVIDED.

C .P

SCALE: 3"=1'-0"

ANCHOR LUG DETAILL8

K16

S-303 SCALE: 3"=1'-0"

TYP. DETAILD8

SCALE: 1"=1'-0"

LADDER DETAILF14

-0+50

0 200-20

-1+00

0 200-20

-1+50

0 200-20

-2+00

0 200-20

-2+50

-20

0 200-20

-3+00

-20

0 200-20

-3+50

-20

0 200-20

-4+00

-20

0 200-20

-4+50

-20

0 200-20

-4+71.03

-20

0 200-20

EL. 8.70

15.00'

EL. 8.64

15.00'

EL. 8.64

15.00'

EL. 9.92

15.00'

EL. 13.82

15.00'

EL. 19.36

15.00'EL. 24.91

15.00'

OFF. -19.41

EL. 27.89

OFF. -18.59

EL. 33.23

EL. 30.45

15.00'

EL. 35.39 EL. 36.00

OFF. -22.23

EL. 31.53

24.03'

OFF. -24.45

EL. 31.76

EL. 36.00

21.77'

7.50' 7.50'

7.50'

7.50' 7.50' 7.50'

TOTAL VOLUME: CUBIC YARDS

STATION

-0+50.00

-1+00.00

-1+50.00

-2+00.00

-2+50.00

-3+00.00

-3+50.00

-4+00.00

-4+50.00

-4+71.03

CUT AREA

0.00

1.03

54.47

210.36

28.13

0.08

1.02

0.25

0.00

0.10

FILL AREA

192.72

163.74

108.59

0.44

0.00

3.56

2.28

1.43

3.64

0.29

CUT VOL

0.00

1.06

54.31

246.37

224.48

26.20

1.02

1.18

0.23

0.04

FILL VOL

0.00

310.76

208.92

107.06

0.36

3.26

5.37

3.42

4.72

1.53

CUMULATIVE CUT VOL

0.00

1.06

55.37

301.74

526.23

552.42

553.44

554.62

554.85

554.89

CUMULATIVE FILL VOL

0.00

310.76

519.68

626.75

627.11

630.37

635.74

639.16

643.88

645.41

NET VOL

0.00

-309.71

-464.32

-325.01

-100.88

-77.95

-82.30

-84.54

-89.03

-90.52

4.00:1

4.00:1 4.00:1

4.00:1

-0+20 -0+40 -0+60 -0+80 -1+00 -1+20 -1+40 -1+60 -1+80 -2+00 -2+20 -2+40 -2+60 -2+80 -3+00 -3+20 -3+40 -3+60 -3+80 -4+00 -4+20 -4+40 -4+60 -4+71

9.00:1

L 43.88'

. 3 6.

-1 +2

. 3

57G1 0.00%

G2 -11.09% e 0.61'

G1 -8.65% G2 -3.05% e 0.31'

. 1 2.

-3 +5

. 9

L 43.79'

Horizontal

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

20' 40'0

VH-304

R O

O N

D P

R O

N O

N T

N O

, V

-1 2-

D R

E M

M M

E R

R T

, N

R T

R G

-0 1.

M . L

Z R

/J . W

R . M

N Y/

M .D

R . M

N Y/

M .D

20' 40'0

ACCESS ROAD SECTIONS

VERTICAL SCALE

HORIZONTAL SCALE

20' 40'0

0 5' 10'

VERTICAL SCALE

HORIZONTAL SCALE

LEGEND:

CUT, EXISTING GRADE TO REMOVE.

FILL, SUITABLE FILL MATERIAL TO ADD

VH-106

ACCESS ROAD PROFILEM10

File details come from the government source that posted it. Updated Jun 18, 2026.