DRAFT_Drawings_Milford Haven_95.pdf
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slo pe up to cr es t, f rom he re
ST
AT
E
HW
Y
COW
NECK
CREEK
HILLS
BAY
GWYNN
ISLAND
CRAB NECK
37° 30'
76° 20'
QUEENS
VH-102
MILFORDHAVEN
ST
AT
E
HW
Y
STATE HW
Y
VH-101
VH-103
VH-104
VH-105
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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SHEET ID
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
NORFOLK DISTRICT
MILFORD HAVEN
PLANS FOR DREDGING
SURVEY OF DECEMBER 2022 & MARCH 2023
MATHEWS COUNTY, VIRGINIA
28 JAN 2025
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US Army Corps of Engineers
U .S
. A R
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US Army Corps of Engineers ®
G-001
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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, WATER RESOURCES DIVISIONCHIEF, DESIGN SECTION
CHIEF, OPERATIONS BRANCH
APPROVED:REVIEWED:
SUBMITTED: APPROVED:
CHIEF, NAVIGATION SUPPORT AND SURVEY SECTION
76° 10'
MATHEWS
COUNTY CHESAPEAKE
BAY
ATLANTIC
OCEAN
37° 00'
SUFFOLK
CHESAPEAKE
POQUOSON
FISHERMANS
ISLAND
CAPE
HENRY
VIRGINIA
BEACH
CAPE
CHARLES
ISLE
OF
WIGHT
GLOUCESTER
COUNTY
VIRGINIA
NORTH CAROLINA
PLAN
NORTH
YORK RIVER
US
H
W Y
JAMES RIVER
YORKCOUNTY
(H W
Y
PORTSMOUTH
I-6
US H
W
Y
HRBT
I-64
I-64
I-64
C
BB
T
NEW
PORT
NEW
S
NORFOLK
HAMPTON
SHEET LIST TABLE
SHEET NUMBER SHEET TITLE
G-001 TITLE SHEET
G-002 GENERAL NOTES - MILFORD HAVEN CHANNEL
B-101 BORINGS
V-101 POSSIBLE PIPELINE ROUTES
VH-101 MILFORD HAVEN CHANNEL
VH-102 MILFORD HAVEN CHANNEL (CONTD.)
BB-001 BORING LOGS
BB-002 BORING LOGS (CONTD.)
BB-003 BORING LOGS (CONTD.)
BB-004 BORING LOGS (CONTD.)
BB-005 BORING LOGS (CONTD.)
BB-006 BORING LOGS (CONTD.)
BB-007 BORING LOGS (CONTD.)
BB-008 BORING LOGS (CONTD.)
BB-009 BORING LOGS (CONTD.)
BB-010 BORING LOGS (CONTD.)
BB-011 BORING LOGS (CONTD.)
BB-012 BORING LOGS (CONTD.)
BB-013 BORING LOGS (CONTD.)
G-003 GENERAL NOTES - JETTY AND BEACH PLACEMENT SITES
VH-103 EXISTING CONDITIONS - NARROWS POINT BEACH
CD-101 DEMOLITION PLAN - NARROWS POINT BEACH
VH-104 PLAN VIEW - NARROWS POINT BEACH
V-301 PROFILES - NARROWS POINT BEACH
VH-105 EXISTING CONDITIONS - QUEENS CREEK BEACH PLACEMENT
VH-106 PLAN VIEW - QUEENS CREEK BEACH PLACEMENT
V-302 PROFILES - QUEENS CREEK BEACH PLACEMENT
PLAN
NORTH
PROJECT
LOCATION
PROJECT
VICINITY
VICINITY MAP
NTS
LOCATION MAP
NTS
BENCHMARK
LOCATION
-9 5%
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NOTES:
PROJECT DIMENSIONS: A CHANNEL 10 FEET DEEP AND 200 FEET WIDE.
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 1983-2001 NTDE
DIFFERENCE VIA THE USE OF NOAA SOFTWARE “VDATUM”. NOS MLLW, 1983-2001
NTDE, IS 0.96 FEET BELOW NAVD-88.
SOUNDINGS AND ELEVATIONS ARE IN FEET REFERRED TO NOS MLLW AND WERE
TAKEN ON 13 & 14 DECEMBER, 2022.
MEAN RANGE OF TIDE IS 1.18 FEET AT MILFORD HAVEN (SWING BRIDGE),
CHESAPEAKE BAY, BASED ON NOAA “VDATUM” COMPUTED VALUES.
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 (NAD83).
BACKGROUND IMAGERY: VIRGINIA BASE MAPPING PROGRAM, 2021 IMAGERY.
OYSTER DATA: OYSTER LEASE GROUNDS, LEASE APPLICATIONS, BAYLOR GROUNDS,
AND PUBLIC CLAMMING GROUNDS DATA ARE THE MOST RECENT DATA AVAILABLE
FROM VMRC, DATED 14 FEBRUARY 2023.
LAST DREDGED BY NORFOLK DREDGING CO. DURING THE PERIOD
20 JULY THROUGH 7 AUGUST 1936.
COORDINATES OF CENTERLINE STATIONS
STATION
0+00.0
EAST (X)
12,119,680.17 12,119,231.696+08.0
3,710,242.23
NORTH (Y)
15+04.0 24+49.0
12,118,852.73 12,117,965.00 12,116,427.64
3,709,831.72 3,709,019.82 3,708,695.85 3,708,849.5239+94.0
46+32.0 55+00.0
12,115,947.92 12,115,902.82
3,709,270.15 3,710,136.97
BENCHMARK ELEVATION
USCG "US COAST GUARD" +4.87'
CE "PRESTON, 2003" +5.15'
+14.62'USC&GS "NO. 1, 1953"
BENCHMARKS
DATUM DIAGRAM
(NOT TO SCALE)
ELEVATIONS ARE RELATIVE TO
NOS MLLW, 1983-2001 NTDE
LIMITS OF CHANNEL ALIGNMENT
LEGEND
1.2'
0.10'
0.96'NOS MLW
NOS MHW
NAVD-88
NOS MLLW,
1983-2001 NTDE
NOS MLLW, 1960-1978 NTDE
PREVIOUSLY USED
0.30'
OYSTER LEASE PARCEL
BAYLOR GROUNDS
PUBLIC CLAMMING GROUNDS
E E SUBMERGED CABLE
LIMITS OF SUBMERGED AQUATIC VEGETATION
FENCELINE
GRASSLINE
SUBMERGED AQUATIC VEGETATION BED
TYPICAL SECTION SHOWING SIDESLOPES AND OVERDEPTH
EXISTING BOTTOM
AREA TO BE DREDGED
SLOPE 1 ON 3
-9'
-18'
NOS MLLW = 0
SOUTH TOE
-11' ALLOWABLE
-10' REQUIRED
200'
MILFORD HAVEN
CROSS SECTION NOT TO SCALE
(BASE CONTRACT)
NORTH TOE
DREDGING AREA
BORINGS
OYSTER LEASE APPLICATION
MILFORD HAVEN QUANTITIES TABLE
LOCATION
TO 10 FEET
(REQUIRED)
1 FOOT OVERDEPTH
(ALLOWABLE) TOTAL
SECTION STATION WIDTH CUBIC YARDS, PLACE MEASUREMENT
CHANNEL (HALF WIDTH) 32+50 TO 45+90 100FT 17,400 3,700 21,100
SUBTOTAL: 17,400 3,700 21,100
ESTIMATED ACCRETION: 2,100 500 2,600
TOTAL: 19,500 4,200 23,700
RIP RAP
- 9 5%
D R
AF
HILLS BAY
THE NARROWS
- SWING BRIDGE -
HORIZ. CLEARANCE
BETWEEN FENDERS
80 FEET
VERTICAL CLEARANCE
CLOSED-13.08 FEET
ABOVE MHW (NOS)
GWYNN
LANDING
FENDER SYSTEM
UNDER BRIDG
E
Eb b
Fl oo d
NARROWS POINT
E
E
E
E
E
E E
E
E
E
APPROXIMATE LOCATION
OF DOMINION POWER
SUBMERGED CABLE
REF: PERMIT #10-1762
Ebb Flood
CL
0'
G W
YNNS ISLAND BRIDG
E
200'
CL
55+00.0
46+32.0
+9
4.
23+01.8
+6
4.
24+49.0
CL
CL
0'
0'
CL
+8
9.8
+5
0.
-11.60
CS-1
-9.50
CS-2
-9.90
CS-3
-11.80
CS-4
-10.90
CS-5
-8.70
CS-6
-9.00
CS-6A
-10.50
CS-7
-9.80
CS-8
-7.70
CS-9 11
-7.20
CS-10
-8.50
CS-11
-1.70
SPT-1
-1.70
SPT-1A
-1.80
SPT-2
-1.70
DMT-1
-1.30
DMT-1A
-1.40
DMT-1B
-1.90
DMT-2
-2.00
DMT-2A
-2.20
DMT-2B
+0
0.0
+0
0.0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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12115600.000 12116000.000 12116400.000 12116800.000 12117200.000 12117600.000 12118000.000
12115600.000 12116000.000 12116400.000 12116800.000 12117200.000 12117600.000 12118000.000
0.
0.
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0.
0.
0.
PLAN
NORTH
100' 200'0
1. SEE SHEETS BB-001 TO BB-013, FOR BORING LOGS.
SHEET NOTES:
- 9 5%
D R
AF
NARROWS POINT
E
E
E
APPROXIMATE LOCATION
OF DOMINION POWER
SUBMERGED CABLE
REF: PERMIT #10-1762
CL
0'
46+32.0
+9
4.
CL
CL
0'
0'
CL
+8
9.8
+5
0.
POSSIBLE PIPELINE ROUTE
TYP.
POSSIBLE PIPELINE ROUTE
TYP.
QUEENS CREEK
Ebb
Flood
POSSIBLE PIPELINE ROUTE
TYP.
POSSIBLE PIPELINE ROUTE
TYP.
Ebb Flood
21785
ULIASZ
21784
ULIASZ
+0
0.0
+0
0.0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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PLAN
NORTH
100' 200'0
12114800.000 12115200.000 12115600.000 12116000.000 12116400.000 12116800.000 12117200.000 12117600.000
12114800.000 12115200.000 12115600.000 12116000.000 12116400.000 12116800.000 12117200.000 12117600.000
0.
0.
0.
0.
0.
- 9 5%
D R
AF
MILFORD HAVEN
- SWING BRIDGE -
HORIZ. CLEARANCE
BETWEEN FENDERS
80 FEET
VERTICAL CLEARANCE
CLOSED-13.08 FEET
ABOVE MHW (NOS)
WHARF CREEK
GWYNN
LANDING
FENDER SYSTEM
UNDER BRIDG
E
E
E
E
E
E
E E
E
E
E
APPROXIMATE LOCATION
OF DOMINION POWER
SUBMERGED CABLE
REF: PERMIT #10-1762
BENCHMARK:
USCG "US COAST GUARD"
ELEVATION IS +4.87 FEET ABOVE
NOS MLLW, 1983-2001 NTDE
XEbb Flood
CL
CL
CL
CL
0'
80'
200'
200'
G W
YNNS ISLAND BRIDG
E
RED NUN
NO. 4
(MB)
RED
DAYBEACON
NO. 4A (MB)
GREEN
DAYBEACON
NO. 5 (MB)
FLASHING RED
NO. 6 (FL R)
(MB)
0+00.0
6+08.0
13+52.0
19+85.0
23+01.8
+6
4.
14+60.4 15+04.0
24+49.0
VH-104
18341
SMITH
18363
TURNER
18259
CROCKETT, SR.
18195
SMITH
19902
NELSON
18271
SOPKO
ET AL
18296
SMITH
18297
FERNALD
18281
SEA FARMS, INC.
19616
SOPKO
20437
FORREST, V
18368
HUDGINS,
JR. RIP.
VH
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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12117200.000 12117600.000 12118000.000 12118400.000 12118800.000 12119200.000 12119600.000 12120000.000
12117200.000 12117600.000 12118000.000 12118400.000 12118800.000 12119200.000 12119600.000 12120000.000
0.
0.
0.
0.
0.
PLAN
NORTH
100' 200'0
- 9 5%
D R
AF
HILLS BAY
- SWING BRIDGE -
HORIZ. CLEARANCE
BETWEEN FENDERS
80 FEET
VERTICAL CLEARANCE
CLOSED-13.08 FEET
ABOVE MHW (NOS)
GWYNN
LANDING
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UNDER BRIDG
E
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Fl oo d
NARROWS POINT
E
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APPROXIMATE LOCATION
OF DOMINION POWER
SUBMERGED CABLE
REF: PERMIT #10-1762
Ebb Flood
CL
0'
G W
YNNS ISLAND BRIDG
EGREEN CAN
NO. 3A
(MB)
RED NUN
NO. 4
(MB)
FLASHING
GREEN BUOY
NO. 3 (FL G)
(MB)
FLASHING GREEN
NO. 1 (FL G)
(MB)
200'
CL
55+00.0
46+32.0
+9
4.
23+01.8
+6
4.
24+49.0
CL
CL
0'
0'
CL
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NO. 3B
(HIGH SLACK)
+8
9.8
+5
0.
0'
0'
POSSIBLE PIPELINE ROUTE
TYP.
POSSIBLE PIPELINE ROUTE
TYP.
POSSIBLE PIPELINE ROUTE
TYP.
POSSIBLE PIPELINE ROUTE
TYP.
19902
NELSON
18297
FERNALD
20437
FORREST, V
18368
HUDGINS,
JR. RIP.
21785
ULIASZ
21784
ULIASZ
+0
0.0
+0
0.0
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BENCHMARK ELEVATION
USCG "US COAST GUARD" +4.87'
CE "PRESTON, 2003" +5.15'
+14.62'USC&GS "NO. 1, 1953"
BENCHMARKS
ELEVATIONS ARE RELATIVE TO NOS
MLLW, 1983-2001 NTDE
DATUM DIAGRAM
(NOT TO SCALE)
LIMITS OF CHANNEL
LEGEND
1.2'
0.10'
0.96'NOS MLW
NOS MHW
NAVD-88
NOS MLLW,
1983-2001 NTDE
NOS MLLW, 1960-1978 NTDE
PREVIOUSLY USED
0.3'
OYSTER LEASE PARCEL
BAYLOR GROUNDS
LIMITS OF SUBMERGED AQUATIC VEGETATION
RIP RAP
RETAINING WALL
NOTES
PROJECT DIMENSIONS: ???
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 1983-2001 NTDE DIFFERENCE VIA THE
USE OF NOAA SOFTWARE “VDATUM”. NOS MLLW, 1983-2001 NTDE, IS 0.96
FEET BELOW NAVD-88.
SOUNDINGS AND ELEVATIONS ARE IN FEET REFERRED TO NOS MLLW
AND WERE TAKEN ON 14 DECEMBER, 2022 AND 1 MARCH, 2023.
MEAN RANGE OF TIDE IS 1.20 FEET AT MILFORD HAVEN (SWING BRIDGE),
CHESAPEAKE BAY, BASED ON NOAA “VDATUM” COMPUTED VALUES.
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 (NAD83).
BACKGROUND IMAGERY: VIRGINIA BASE MAPPING PROGRAM, 2021
IMAGERY.
OYSTER LEASE APPLICATION
E E SUBMERGED CABLE
FENCELINE
GRASSLINE
SUBMERGED AQUATIC VEGETATION BED
BREAKWALL
MLW, 1941-1959
0.12'
STATION
-0+50.0
EAST (X)
0+00.0
NORTH (Y)
1+00.0 2+00.0 3+00.0 3+29.8 3+80.0
3709022.61 3709035.55 3709061.44 3709087.32 3709113.20 3709120.92 3709133.86
12116874.75 12116826.45 12116729.86 12116633.26 12116536.67 12116507.86 12116459.57
PILING
JETTY SLOPE
JETTY STONE
EXISTING BOTTOM
TYPICAL SAND FENCE DETAIL
SCALE: 1" = 2'
0' 2'
4' -0
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
3' -0
COORDINATES OF JETTY
CENTERLINE STATIONS
PUBLIC CLAMMING GROUNDS
TYPICAL JETTY CROSS SECTION
CL
NOT TO SCALE
4'
NORTH EASTSOUTH WEST
+6.0' (+/- 0.1') MLLW
OFFSET
EL
EV
AT
IO
N
ELEVATIO
N
0 1 2 3 4 5 6 7 8 109-1-2-3-4-5-6-7-8-9-10
-2
-4
-6
-8
-10
-12
-2
-4
-6
-8
-10
-12
ROCK BEDDING LAYER - 12"
FILTER FABRIC
20 FOOT SHEET PILE,
14 FOOT EMBEDMENT,
VINYL MATERIAL PER
SPECIFICATIONS. -13
-14
-13
-14
-15
-16
-15
-16
PROPOSED JETTY SURFACE
EXISTING GRADE
SURFACE
LOD LIMITS OF CONSTRUCTION DISTURBANCE
MEAN LOW WATER (MLW)
MEAN HIGH WATER (MHW)
NOS MLW
NOS MHW
NOS MLLW
- 9 5%
D R
AF
E E
E
E
E
E
E
E
Ebb
Flood
NARROWS POINT
CL
CL
CL
0'
0'
APPROXIMATE LOCATION
OF DOMINION POWER
SUBMERGED CABLE
REF: PERMIT #10-1762
0'
Ebb Flood
THE NARROWS
+9
4.
POSSIBLE PIPELINE
ROUTE TYP.
POSSIBLE PIPELINE
ROUTE TYP.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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50' 100'0
PLAN
NORTH
12116400.000 12116600.000 12116800.000 12117000.000 12117200.000 12117400.000 12117600.000
12116400.000 12116600.000 12116800.000 12117000.000 12117200.000 12117400.000 12117600.000
0.
0.
0.
0.
0.
- 9 5%
D R
AF
Ebb
Flood
VH-104
NARROWS POINT
NO TRESPASSING SIGN
LAMP POST
EXISTING MOORING PILE,
TYP. SEE NOTE 2.
REMOVE EXISTING
RETAINING WALL
REMOVE ALL RIP RAP
ASSOCIATED WITH THE
EXISTING JETTY STRUCTURE
AND STOCKPILE WITHIN LIMITS
OF CONSTRUCTION.
REMOVE ALL RIP RAP
ASSOCIATED WITH THE
EXISTING JETTY STRUCTURE
AND STOCKPILE WITHIN
LIMITS OF CONSTRUCTION.
REMOVE EXISTING
WOODEN WALKWAY
BEACH VEGETATION
CINDER BLOCK WALL
RIP RAP
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LODLOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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/2
8/
AE
C _B
&W .S
TB
E4
TO
N
JK
W
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CD-101
D
EM
O
LI
TI
O
N P
LA
N
N O
R
FO
LK
D
IS
TR
IC
T
FR
O
N T
ST
R
EE
T
N O
R
FO
LK
, V
A
J
AN
AN
SI
D
M
IL
FO
R
D H
AV
EN
PL
AN
S
FO
R D
R
ED
G
IN
G
SU
R
VE
Y O
F D
EC
EM
BE
R
M
AR
C H
M
AT
H
EW
S
C O
U N
TY
, V
IR
G
IN
IA
D R
AF
T
M H
N .2
2-
-1
3.
PS
M .L
.R
J.
K.
W
J.
W
.L
J.
W
.L
12116400.000 12116480.000 12116560.000 12116640.000 12116720.000 12116800.000 12116880.000 12116960.000
12116400.000 12116480.000 12116560.000 12116640.000 12116720.000 12116800.000 12116880.000 12116960.000
0.
0.
0.
0.
0.
PLAN
NORTH
20' 40'0
1. SEE ENVIRONMENTAL SITE ASSESSMENT AND SPECIFICATIONS FOR
DETAILS ON EXISTING DEBRIS AND STRUCTURES TO BE REMOVED.
ANY MATERIAL FOUND TO BE INCONSISTENT WITH THE
SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE KO.
2. EXISTING MOORING PILES MAY BE REMOVED AS NEEDED BY THE
CONTRACTOR FOR SITE ACCESS AND/OR MEANS FOR
CONSTRUCTION OF THE JETTY. REFER TO SPECIFICATIONS FOR
TIME OF YEAR RESTRICTIONS RELATING TO SUBMERGED AQUEOUS
VEGETATION.
SHEET NOTES:
- 9 5%
D R
AF
RIP RAP PLACEMENT PLAN.
SEE SHEET NOTE 1
Ebb
Flood
VH-104
0+
.0
-0 +5
0.
1+
.0
2+
.0
NARROWS POINT
POSSIBLE PIPELINE
ROUTE TYP.
V-301
C
VH-104
V-301
B
VH-104
3+
.03+
.8
3+
.0 L1
V-
A
VH
-1
LAMP POST
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LODLOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
N
AO
F
IL
E N
O
D :\T
EL
EW
O R
K
PR
O
JE
C
TS
\M
IL
FO
R
D H
AV
EN
\2
PS
\M H
N .2
3-
XX
-X
X.
PS
.D W
G 2:
:5
PM
/2
8/
AE
C _B
&W .S
TB
E4
TO
N
JK
W
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
VH-104
JE
TT
Y
AN
D B
EA
C
H P
LA
C
EM
EN
T
PL
AN
N
AR
R
O W
S
PO
IN
T
BE
AC
H
N O
R
FO
LK
D
IS
TR
IC
T
FR
O
N T
ST
R
EE
T
N O
R
FO
LK
, V
A
J
AN
AN
SI
D
M
IL
FO
R
D H
AV
EN
PL
AN
S
FO
R D
R
ED
G
IN
G
SU
R
VE
Y O
F D
EC
EM
BE
R
M
AR
C H
M
AT
H
EW
S
C O
U N
TY
, V
IR
G
IN
IA
D R
AF
T
M H
N .2
2-
-1
3.
PS
M .L
.R
J.
K.
W
J.
W
.L
J.
W
.L
PLAN
NORTH
20' 40'0
12116400.000 12116480.000 12116560.000 12116640.000 12116720.000 12116800.000 12116880.000 12116960.000
12116400.000 12116480.000 12116560.000 12116640.000 12116720.000 12116800.000 12116880.000 12116960.000
0.
0.
0.
0.
0.
LINE TABLE: JETTY
LINE #
L1
LENGTH
429.82
DIRECTION
N75° 00' 00.00"W
START POINT
(12116874.75,3709022.61)
END POINT
(12116459.57,3709133.86)
SHEET NOTES:
1. STOCKPILED RIP RAP REMOVED FROM EXISTING
STRUCTURE WILL USED AND SUPPLEMENTED
WITH VDOT CLASS I STONE PROVIDED BY
CONTRACTOR. RIP RAP TO BE PLACED ON BOTH
SIDES OF INSTALLED SHEET PILE.
- 9 5%
D R
AF
-30
-20
-10
-30
-20
-10
-0+500+001+002+003+003+80
-0+500+001+002+003+003+80
STA:3+29.82
ELEV:6.00 (+/- 0.1')
STA:0+00.00
ELEV:6.00 (+/- 0.1')
-30
-20
-10
-30
-20
-10
0+001+001+76
0+001+001+76
-30
-20
-10
-30
-20
-10
0+001+001+49
0+001+001+49
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
N
AO
F
IL
E N
O
D :\T
EL
EW
O R
K
PR
O
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C
TS
\M
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FO
R
D H
AV
EN
\2
PS
\M H
N .2
3-
XX
-X
X.
PS
.D W
G 2:
:5
PM
/2
8/
AE
C _B
&W .S
TB
E4
TO
N
JK
W
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
V-301
PR
O
FI
LE
S N
AR
R
O W
S
PO
IN
T
BE
AC
H
N O
R
FO
LK
D
IS
TR
IC
T
FR
O
N T
ST
R
EE
T
N O
R
FO
LK
, V
A
J
AN
AN
SI
D
M
IL
FO
R
D H
AV
EN
PL
AN
S
FO
R D
R
ED
G
IN
G
SU
R
VE
Y O
F D
EC
EM
BE
R
M
AR
C H
M
AT
H
EW
S
C O
U N
TY
, V
IR
G
IN
IA
D R
AF
T
M H
N .2
2-
-1
3.
PS
M .L
.R
J.
K.
W
J.
W
.L
J.
W
.L
JETTY PROFILE
EXISTING SURFACE
PROPOSED SURFACE
(6.0' ABOVE MLLW)
NOS MLLW
NOS MLW
NOS MHW
V-301VH-104
A
JETTY AND NARROWS POINT BEACH PLACEMENT
V-301VH-104
B
NARROWS POINT BEACH PLACEMENT
SCALE:
20' 40'0V-301VH-104
C
NOS MLLW
NOS MLW
NOS MHW
NOS MLLW
NOS MLW
NOS MHW
EXISTING SURFACE
PROPOSED JETTY SURFACE
(6.0' ABOVE MLLW)
PROPOSED NARROWS POINT BEACH
PLACEMENT SURFACE
(4.5' ABOVE MLLW)
PROPOSED NARROWS POINT BEACH
PLACEMENT SURFACE
(4.5' ABOVE MLLW)
SCALE:
20' 40'0
SCALE:
20' 40'0
EXISTING SURFACE
JETTY STONE
EXISTING BOTTOM
SHEET LEGEND
MATERIAL TO BE REMOVED
- 9 5%
D R
AF
Ebb
Flood
QUEENS CREEK
0+00.0
0+50.0
1+00.0
1+50.0
2+00.0
2+50.0
3+00.0
3+50.0
4+00.0
4+50.0
5+00.0
5+50.0
6+00.0
6+50.0
7+50.0
8+00.0
9+00.0
9+50.0
10+00.0
10+50.0
8+50.0
11+00.0
-0+50.0
7+00.0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
N
AO
F
IL
E N
O
D :\T
EL
EW
O R
K
PR
O
JE
C
TS
\M
IL
FO
R
D H
AV
EN
\2
PS
\M H
N .2
3-
XX
-X
X.
PS
.D W
G 2:
:0
PM
/2
8/
AE
C _B
&W .S
TB
E4
TO
N
JK
W
12115000.000 12115200.000 12115400.000 12115600.000 12115800.000 12116000.000 12116200.000 12116400.000
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
VH-105
EX
IS
TI
N
G C
O N
D
IT
IO
N
S Q
U
EE
N S
C R
EE
K
BE
AC
H P
LA
C
EM
EN
T
N O
R
FO
LK
D
IS
TR
IC
T
FR
O
N T
ST
R
EE
T
N O
R
FO
LK
, V
A
J
AN
AN
SI
D
M
IL
FO
R
D H
AV
EN
PL
AN
S
FO
R D
R
ED
G
IN
G
SU
R
VE
Y O
F D
EC
EM
BE
R
M
AR
C H
M
AT
H
EW
S
C O
U N
TY
, V
IR
G
IN
IA
D R
AF
T
M H
N .2
2-
-1
3.
PS
M .L
.R
J.
K.
W
J.
W
.L
J.
W
.L
50' 100'0
PLAN
NORTH
0.
0.
0.
0.
0.
12115000.000 12115200.000 12115400.000 12115600.000 12115800.000 12116000.000 12116200.000 12116400.000
- 9 5%
D R
AF
SAND FENCE
SAND FENCE
N 3707681.12 E 12115335.83
N 3707699.04 E 12115569.43
N 3707710.81 E 12116015.76
N 3707638.10 E 12116015.76
N 3707618.07 E 12115772.03
N 3707499.66 E 12115729.26N 3707521.20
E 12115316.09
Ebb
Flood
QUEENS CREEK
POSSIBLE PIPELINE ROUTE
TYP.
V-302
D
VH-106
0+00.0
0+50.0
1+00.0
1+50.0
2+00.0
2+50.0
3+00.0
3+50.0
4+00.0
4+50.0
5+00.0
5+50.0
6+00.0
6+50.0
7+50.0
8+00.0
9+00.0
9+50.0
10+00.0
10+50.0
8+50.0
11+00.0
-0+50.0
7+00.0
V-302
E
VH-106
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
N
AO
F
IL
E N
O
D :\T
EL
EW
O R
K
PR
O
JE
C
TS
\M
IL
FO
R
D H
AV
EN
\2
PS
\M H
N .2
3-
XX
-X
X.
PS
.D W
G 2:
:1
PM
/2
8/
AE
C _B
&W .S
TB
E4
TO
N
JK
W
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
VH-106
Q U
EE
N
S C
R
EE
K
BE
AC
H
P
LA
C
EM
EN
T
N O
R
FO
LK
D
IS
TR
IC
T
FR
O
N T
ST
R
EE
T
N O
R
FO
LK
, V
A
J
AN
AN
SI
D
M
IL
FO
R
D H
AV
EN
PL
AN
S
FO
R D
R
ED
G
IN
G
SU
R
VE
Y O
F D
EC
EM
BE
R
M
AR
C H
M
AT
H
EW
S
C O
U N
TY
, V
IR
G
IN
IA
D R
AF
T
M H
N .2
2-
-1
3.
PS
M .L
.R
J.
K.
W
J.
W
.L
J.
W
.L
12115000.000 12115200.000 12115400.000 12115600.000 12115800.000 12116000.000 12116200.000 12116400.000
50' 100'0
PLAN
NORTH
0.
0.
0.
0.
0.
12115000.000 12115200.000 12115400.000 12115600.000 12115800.000 12116000.000 12116200.000 12116400.000
- 9 5%
D R
AF
-30
-20
-10
-30
-20
-10
0+001+002+003+004+004+15
0+001+002+003+004+004+15
-30
-20
-10
-30
-20
-10
0+001+002+003+003+94
0+001+002+003+003+94
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
N
AO
F
IL
E N
O
D :\T
EL
EW
O R
K
PR
O
JE
C
TS
\M
IL
FO
R
D H
AV
EN
\2
PS
\M H
N .2
3-
XX
-X
X.
PS
.D W
G 2:
:1
PM
/2
8/
AE
C _B
&W .S
TB
E4
TO
N
JK
W
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
V-302
PR
O
FI
LE
S Q
U
EE
N S
C R
EE
K
BE
AC
H P
LA
C
EM
EN
T
N O
R
FO
LK
D
IS
TR
IC
T
FR
O
N T
ST
R
EE
T
N O
R
FO
LK
, V
A
J
AN
AN
SI
D
M
IL
FO
R
D H
AV
EN
PL
AN
S
FO
R D
R
ED
G
IN
G
SU
R
VE
Y O
F D
EC
EM
BE
R
M
AR
C H
M
AT
H
EW
S
C O
U N
TY
, V
IR
G
IN
IA
D R
AF
T
M H
N .2
2-
-1
3.
PS
M .L
.R
J.
K.
W
J.
W
.L
J.
W
.L
D
VH-106 V-302
TYPICAL BEACH CROSS-SECTION
E
VH-106 V-302
TYPICAL BEACH CROSS-SECTION
EXISTING SURFACE
PROPOSED SURFACE
(5' ABOVE MLLW)
EXISTING SURFACE
PROPOSED SURFACE
(5' ABOVE MLLW)
NOS MLW
NOS MHW
NOS MLLW
NOS MLLW
VERTICAL SCALE:
HORIZONTAL SCALE:
10' 20'0
20' 40'0
VERTICAL SCALE:
HORIZONTAL SCALE:
10' 20'0
20' 40'0
SAND FENCE
PROTECTED WETLAND VEGETATION
NOS MLW
NOS MHW
- 9 5%
D R
AF
File details come from the government source that posted it. Updated .