B.08.02 Herring Bay and Rockhold Creek FINAL Plans.pdf
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- Attached to
- Herring Bay and Rockhold Creek Maintenance Dredging Project, Anne Arundel County, Maryland
- Solicitation number
- W912DR23B0005
About this file
This solicitation seeks bids for a maintenance dredging project. The U.S. Army Corps of Engineers, Baltimore District requires dredging approximately 38,000 cubic yards of material from the Herring Bay and Rockhold Creek federal navigation channel in Anne Arundel County, Maryland. Dredged material will be placed in an existing upland placement site approximately 3.5 miles from the dredging locations via hydraulic cutterhead pipeline dredge and temporary pipeline. In addition to dredging to authorized depths, advanced maintenance dredging of up to one additional foot may be required near existing jetties. The project provides a 7-foot deep by 60-foot wide channel and turning basin from Herring Bay to the county wharf, with 900-foot-long stone breakwaters on both sides of the entrance channel. The total project length is 7,300 feet. Earthwork and weir box replacement may also be required at the placement site. This is a 100% small business set-aside procurement.
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D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b y
S u b m it t e d b
P lo t d a t e t s c a le s ig n f il e n o r a w in g c o d
C h ie f
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F il e n a m e
Sheet 1 of
J A
H
A W
P
DIRECTOR, DEPT. OF NATURAL RESOURES
NO.
SHEETFILE & MAP
NO.
TITLE
INDEX OF DRAWINGS
MAINTENANCE DREDGING
SUBMITTED:
RECOMMENDED:
RECOMMENDED:
APPROVED:
PROJECT MANAGER
CHIEF, OPERATIONS DIVISION
CHIEF, NAVIGATION BRANCH
REQUIRED BY ER 1110-1-8152.
THE SCOPE OF THEIR EMPLOYMENT AS
ON THESE PROJECT DOCUMENTS WITHIN
DESIGNATIONS OF INDIVIDUALS APPEAR
SIGNATURES AND REGISTRATION
CORPS OF ENGINEERS. THE INITIALS OR
BALTIMORE DISTRICT, U.S. ARMY
THIS PRODUCT WAS DESIGNED BY THE
CHIEF, NAVIGATION SECTION
RECOMMENDED:
V-101 number:
reference
Sheet
M A
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Baltimore District
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HERRING BAY & ROCKHOLD CREEK
HERRING BAY AND ROCKHOLD CREEK STATIONS 0+000 TO 1+500 FILE: 45 MAP: 22-007 2
COVER SHEET FILE: 45 MAP: 22-006 1
HERRING BAY AND ROCKHOLD CREEK STATIONS 1+600 TO 4+900 FILE: 45 MAP: 22-008 3
HERRING BAY AND ROCKHOLD CREEK STATIONS 5+000 TO 7+283 FILE: 45 MAP: 22-009 4
PLACEMENT SITE FILE: 45 MAP: 22-010 5
CONSTRUCTION NOTES AND DETAILS FILE: 45 MAP: 22-011 6
LOCATION MAP
NOT TO SCALE
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LOCATION
PLACEMENT SITE
PROJECT LOCATION
ANNE ARUNDEL COUNTY, MARYLAND
9.3
9.5
10.1 10.7
10.7
10.8
11.0
11.3
11.4
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26.0
26.2
26.4
26.8
27.1
27.2 27.4
27.4
27.4
27.6
27.7
27.8
27.9
28.0
28.0
28.0
28.1
28.2
28.2
28.5
28.7
28.8
28.9
29.0
29.2
29.3
29.4
GATE
GATE
GRAVEL
PIPE INVERT = 16.81'
WIER BOX
TYPE B MANHOLE
OUTFLOW PIPE
PIPELINE RIGHT OF WAY
29.7
30.1
30.1
30.1
30.5
31.2
31.5
31.6
32.2
33.2
33.3
33.7
35.0
35.5
37.2
37.8
38.7
39.2
39.7
41.0
41.8 41.9
43.7
48.5
THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,
AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR
FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.
FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE
OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES
AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.
THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY
TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS
CONTRACTOR NOTE
THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,
AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR
FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.
FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE
OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES
AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.
THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY
TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS
CONTRACTOR NOTE
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b u b m it t e d b t d a t s ig n f il e n ie f
N a v
B r a n c n b y
D r a w in g c o d t s c a
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
A
B
C
2 3 5
US Army Corps of Engineers
Baltimore District
A p p r
D a t e
D e s c r ip t io n M a r k
A p p r
D a t e
D e s c r ip t io n M a r k
U .S
A R
R
G
IN
E E
R S
B A
L T
IM
O
T R
IC
T M
A R
Y L
A N
D number:
reference
Sheet
P L
A C
E M
E
IT
E
J A
H A
W P
A W
P
2. VERTICAL DATUM: NAVD88
NOTE:
1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS
3. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND STATE PLANE
N
SCALE IN FEET
IN
T E
N A
N
E D
G
IN
G
V-105 Sheet 5 of
A N
U N
D
U N
T Y
H E
R R
C K
H O
E E
K
J U
L Y
F I
L E
F il e n a m e :M
D
M
D
50 50 100 FEET
(1900) COORDINATE SYSTEM.
5. TOPOGRAPHIC DATA SURVEYED 26, 27, & 29 JULY 2022.
4. TOPOGRAPHIC DATA COLLECTED USING A TRIMBLE R-10 AND TRIMBLE SX-12.
N 416,750
N 416,500
N 417,000
N 417,250
N 417,500
N 417,750
N 417,000
N 417,250
N 417,500
N 417,750
N 416,750
N 416,500
E
,4
,5
E
,4
,2
E
,4
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LEGEND
MAJOR CONTOUR
MINOR CONTOUR
FENCE
CENTERLINE OF DIKE
HUC#: 021310050980
76° 33' 42.77" W
38° 49' 1.02" N
WEST CHESAPEAKE BAY WATERSHED
WEST RIVER, MD 20778
5459-5635 SUDLEY ROAD
HERRING BAY & ROCKHOLD CREEK PLACEMENT SITE
SPOT ELEVATION
PIPELINE RIGHT OF WAY
20.4 n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b u b m it t e d b t d a t t s c a s ig n f il e n r a w in g c o d
C
2 3 4 5
G
US Army Corps of Engineers
Baltimore District
A p p r
D a t e
D e s c r ip t io n M a r k
A p p r
D a t e
D e s c r ip t io n M a r k
J A
H
A W
.S
A R
R
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IN
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L T
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IC
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L A
N D number:
reference
Sheet
A W
STANDARD STABILIZATION NOTE:
DESIGN CERTIFICATION
PROJECT SITE NOT UNDER ACTIVE GRADING.
B) SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE
VERTICAL (3:1) AND
DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1
A) THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER DIKES, SWALES,
STABILIZATION MUST BE COMPLETED WITHIN:
FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY
RESPONSIBLE PERSONNEL INVOLVED IN THE CONSTRUCTION PROJECT
DATE
THE ENVIRONMENT APPROVED TRAINING PROGRAM FOR THE CONTROL OF
EROSION AND SEDIMENT BEFORE BEGINNING THE PROJECT. I/WE HEREBY
AUTHORIZE THE RIGHT OF ENTRY FOR PERIODIC ON-SITE EVALUATION BY
APPROPRIATE INSPECTION AND ENFORCEMENT AUTHORITY OR THE STATE OF
MARYLAND, DEPARTMENT OF THE ENVIRONMENT.
WILL HAVE A CERTIFICATE OF ATTENDANCE AT A MARYLAND DEPARTMENT OF
DEVELOPMENT WILL BE DONE PURSUANT TO THIS PLAN AND THAT ANY
I/WE HEREBY CERTIFY THAT ALL CLEARING, GRADING, CONSTRUCTION AND/OR
OWNER/DEVELOPER SIGNATURE
DANIELLE SZIMANSKI/PROJECT MANAGER
PRINTED NAME AND TITLECARD No.
CONTROL, THE 2000 MARYLAND STORMWATER DESIGN MANUAL, VOLUMES I & II
MANAGEMENT, RESPECTFULLY.
DATE
MD. REGISTRATION NO.
P.E., R.L.S., RLA, OR R.A. (CIRCLE ONE) PRINTED NAME
INCLUDING SUPPLEMENTS, THE ENVIRONMENT ARTICLE SECTIONS 4-101 THROUGH 116
MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN DESIGNED IN ACCORDANCE WITH THE
AND SECTIONS 4-201 AND 215, AND THE CODE OF MARYLAND REGULATIONS (COMAR)
26.17.01 AND COMAR 26.17.02 FOR EROSION AND SEDIMENT CONTROL AND STORMWATER
OWNER'S / DEVELOPERS'S CERTIFICATION:
SEQUENCE OF CONSTRUCTION
UPON COMPLETION OF THE REMOVAL OF PIPELINES AND CONSTRUCTION EQUIPMENT.
4. THE CONTRACTOR IS REQUIRED TO STABILIZE ANY REMAINING DISTURBED AREAS
3. STABILIZE ANY STOCKPILED MATERIALS.
2. INSTALL PERIMETER SEDIMENT CONTROLS, IF NEEDED.
SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING.
SEVEN (7) DAYS PRIOR TO ANY LAND DISTURBANCE TO
1. NOTIFY THE MDE INSPECTOR AT (410) 537-3510 AT LEAST
N S
T R
U C
T
IO
T A
IL
T E
S
V-106 Sheet 6 of
A N
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A D
C H
A L
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FRANKLI
N
D E
A L
E
B E
A C
H
R O
A D
HIGHVIEW
LEI
TCH
ROAD
T O
W N
P O I N
T
R O
A D
GENOA
NUTWELL
ROAD
B L U E B E A R D
CHANNEL
HAWK
MARZOLF
C E
D A
R
P A
R K
E R
L O
C U S
T
BAYVIEW
S N
E E
D
P A
R K
E R S
3RD
AVE
1S T S
TFRAZIER AVE
CLARK
A V E
C H A R L E
SA
V E
M A
R S
H A L L
A V
EIR
V
IN
A V E
A V E
W E L C
H
O W
IN
G S
B E
A C
H
FORD
D R
U M
P O
IN
T
PHIPPS RD
DOYLE
V A
C A
T
IO
N
CABANA
KINGFISHER RD
R O C K H O L D
DEALE
C H
U R
C H
T O
N
P A
R K
E R
R O
C K
H O
L D
C R
E E
K
LEITCH
C A
R R
S
HEALTH
CENTER
L o n g M a r s h
T r o t t s
B r a n c h
OAKLAND
SUDLEY
CHURCHTON
WEST
RIVER
ESTATES
NUTWELL
TABERNACLE
DEALE
Town Point
WUTHERING
HEIGHTS
HERRING
BAY VIEW
HIGHVIEW
ON
THE BAY
NORTH
DEALE
MIMOSA
COVE
REST
HAVEN
SPY
GLASS
SUDLEY ROAD
SANITARY LANDFILL
DEALE
E.S.
D E
A L
E
BEAUVO
IR
H E
R R
I N
G
B A
Y
OWINGS
BEACH
MASONS
BEACH
SWAN
EN
L N
T r a c y s
G I B
S O
N
R O
A D
R O C K H
OL
D
C R
E E
K
M A L L
A R
D
W H
IP
O O
R W
IL
L
R O
B I
NGULL
M I L
T O
N
A V
EJ
O
H N 'S
CIR
M
IL
T O
N A
VE
IN
SCORE
RIELLY
MAIN
ROAD
H E
R R
Y
R O
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H O
L D
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E E
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CREEK
ROAD
OFFER LN
L N
L N
L N
LESTER LN
RD
R D
J
RD
RD
R D
RD
RD
RD
RD
R D
R D
R D
R D
R D
DR
D R
D R
DR
DR
DR
D R
DR
D R
D R
DR
D R
C T
CT
CT
OAK ST
T R
A C
Y S
C R
E E
K
DEALE TRACYS
PARK
BLVD
MULL
BO
UNTYS
CT
Creek
Point
Long
Drum Point
F R
A N
K L
IN
F R
A
NKLI
N
R O
A D
G
IB
S O
N
S
B U C C A N E E R
C T
A L
E X
A N
D E
R
L N
MIMOSA
CHURCHTON
PARK
MASONS
B E
A C
H R
O A
D
M A T T H E
W S
R D
D E
A L
E
C H
U R
C H
T O
N
R O
A D
DEALE
ROAD
BAY
FRONT
ROAD
ROAD
S W
A M
P C
IR
C
A
D
C R E E
K
BAY
FRONT
YEL
L A
V
VIE
W
AF RM
LA
N E
G E
N O
A
R O
A D
SUDLEY
ROAD
N U
T W
E L
L
S U
D L
E Y
R O
A D
C T
F O R R E S T E R
R D
L E E -W
A Y
D R
L E E -W
A Y
E
E
CR.
Fm
DEALE
ROAD
OAR
LN
WHIT-
TINGTON
PARKERS CR. RD
TYLER PT. RD
R
D T
Y L
E R
COVE
RD
MASON AVE
D R
R D
MARZOFF RD
D E
A L
E
P L
PARK PL
SOUTH DR
D R
CENTRAL
DR
NORTH
MELBOURNE
AVE
LOCATION
PLACEMENT SITE
PROJECT LOCATION
PIPELINE RIGHT OF WAY
DESIGNER'S SIGNATURE
GRAHAM MCALLISTER
8/4/2022
8/4/2022
GATE
GATE
GRAVEL
PIPE INVERT = 16.81'
WIER BOX
TYPE B MANHOLE
OUTFLOW PIPE
(PIPE LENGTH=13,421')
RIGHT OF WAY
PIPELINE
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