Addendum__1.pdf
PDF 33 MB Posted
- Solicitation number
- BPM051238
- Issued by
- Somerset County, Maryland
About this file
This is an Addendum document from the State of Maryland Department of General Services for the Black Walnut Point Natural Resources Management Area (NRMA) Shore Erosion Control project, identified by Project No. P-068-220-002. The project involves shore erosion control and revetment replacement along Black Walnut Point Road from Station 100+00 to Station 120+25, spanning approximately 2,025 linear feet. The project includes replacing existing riprap revetment, daylighting storm drain outfalls, coordinating with Delmarva Power for utility pole relocations, and completing roadway repairs. The project drawings indicate work will involve armor stone installation, gravel road resurfacing, and vegetation restoration using native species like Spartina patens (saltmeadow cordgrass).
The project site is located in Talbot County, Maryland, and involves multiple parcels owned by the State of Maryland and the US Naval Research Lab. The total project area is approximately 34,723 square feet, with a mitigation area focused on removing invasive Phragmites and replanting native vegetation. Environmental considerations include maintaining mean high water (1.83') and mean low water (-0.21') lines, implementing erosion and sediment control measures, and following critical area buffer management protocols. The project incorporates existing armor stones where possible and requires careful coordination with environmental regulations, including Maryland Department of the Environment (MDE) permits and critical area buffer protection standards.
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Addendum No. 1
Date: 5/15/2025
STATE OF MARYLAND
DEPARTMENT OF GENERAL SERVICES
Atif Chaudhry, Secretary
Project No. P-068-220-002
This Addendum will clarify, add to, delete from, correct and/or change the bid documents for the project referenced above to the extent indicated. This Addendum is hereby made a part of the bid documents on which the contract will be based. By submitting a bid for this solicitation you acknowledge receipt of this addendum. All questions must be in writing and addressed to the Procurement Officer.
This Addendum includes:
• Project Drawings
End of Addendum #1
Issued by:
State of Maryland
Office of State Procurement 301 W. Preston Street, Room 1204
Baltimore, MD 21201 Kevin Lambros Kevin Lambros
Procurement Officer
Spyridon Papadimas 02.04.25
02/05/2024
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PT STA. 104
+51.47
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+49.69
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PC STA. 107+93.96
PRC STA. 108
+85.4
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x
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A
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DATECHECKED
DRAWN
DESIGNED APPROVED
NO. DESCRIPTION BY DATE
REVISIONS
DRAWING NO.
PROJECT NO.
P-068-220-002
BALTIMORE MD 21201
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers
11000 Broken Land Pkwy, Suite 450
Columbia, MD 21044
Phone 410-884-3607 www.brudis.com
AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
MB
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PI STA. 116+39.14A
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ALNUT POINT RD
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S E E
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S T A . 117
GEOMETRY LAYOUT
GS-01
POINT NO. NORTH EASTSTATION BEARINGBASELINE
PI
PI
105+49.69
106+47.20
368407.4755 1499999.3515
368327.4628 150055.0074
368202.8085 1500132.4574
POB 1499835.3000 S 1°41'35.76" E
PI 368761.9621 1499839.8030
368485.0933 1499939.1625 S 37°47'26.35" E
100+00.00
101+52.39
368914.2879
BLACK WALNUT
PI
PI
104+51.47
BLACK WALNUT
107+93.96
S 31°51'12.33" E
PI
PI
109+78.04 368048.2605 1500231.5357
367631.5111 1500403.0338114+28.69
S 22°22'04.17" E
BLACK WALNUT
BLACK WALNUT
PI 117+81.73 367310.3480 1500549.4501
367087.6970 1500641.4856120+22.66
S 22°27'30.10" E
POE
BLACK WALNUT
NORTH EAST
367574.1028 1500419.1124
368081.2276 1500226.7297
368632.7574 1499831.4122
1500029.4047
367756.7458 1500358.8661
367030.0902 1500666.3721
368318.3087
369171.8867 1499839.0010
TRAVERSE POINTS
POINT NO. ELEVATION
CTRAV
CTRAV
TRAV 100
TRAV 101
TRAV 102
TRAV 103
TRAV 103
4.23
3.70
3.07
4.76
4.40
4.04
5.51
C-1 C-2
C-3
C-4
C-4
POINT A: 12.91 FT FROM DP&L 257011-04744
POINT B: 93.02 FT FROM DP&L 25697-04733
POINT C: 59.16 FT FROM 'NO PARKING' SIGN
POB
A
.9 1'
C : 59.16'
B: 93.02'
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers www.brudis.com
Phone 410-884-3607
Columbia, MD 21044
11000 Broken Land Pkwy, Suite 450 AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
MB
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
PROPERTY BOUNDARY
PROP. ALIGNMNET
2+50
EX. MEAN HIGH WATER LINE
EX. MEAN LOW WATER LINE
EX. ELECTRIC LINE
EX. ELECTRIC POLE
E R
EDGE OF PAVEMENT
B D
BOTTOM OF DITCH
R A P
EX. RIPRAP REVETMENT EDGE
VEGETATION
LEGEND
LIMIT OF DISTURBANCE
LIMIT OF WORK
CONTROL STATION 8571892, CAMBRIDGE STATION
EX. MEAN HIGH WATER LINE (MHWL=1.83') AND MEAN LOW WATER LINE (MLWL=-0.21') ARE ESTIMATED PER THE
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BLACK WALNUT POINT RD
EC-01
20' 20'0 40'
SCALE: 1"=20'
MDE PERMITS FOR THE EXISTING REVETMENT:
WETLAND PERMIT: 10-WL-0784 R (2011)
SWM AND E&S PERMIT: 10-SF-0333 (2012)
START STA 100+00
LIMIT OF WORK
EXISTING CONDITIONS
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers
11000 Broken Land Pkwy, Suite 450
Columbia, MD 21044
Phone 410-884-3607 www.brudis.com
AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
MB
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
PROPERTY BOUNDARY
PROP. ALIGNMNET
2+50
EX. MEAN HIGH WATER LINE
EX. MEAN LOW WATER LINE
EX. ELECTRIC LINE
EX. ELECTRIC POLE
E R
EDGE OF PAVEMENT
B D
BOTTOM OF DITCH
R A P
EX. RIPRAP REVETMENT EDGE
VEGETATION
LEGEND
LIMIT OF DISTURBANCE
LIMIT OF WORK
NOTE:
EX. MEAN HIGH WATER LINE (MHWL=1.83') AND MEAN LOW WATER LINE (MLWL=-0.21') ARE ESTIMATED PER THE
CONTROL STATION 8571892, CAMBRIDGE STATION
-9
-9
-9
-9
-9
-8 -8
-8
-8
-8
-8
-8
-6 -6
-6 -6 -6 -6
-6
-6 -6 -6
-6
-6
-6
-5
-5
-5 -5
-5
-5
-4-4 -4 -4
-4
-4-4 -4-4
-4
-4
-4
-2
-2
-2
-2
-2
-2 -2
-2 -2
-2
-2
-2
-1
1 1
106+00
107+00
108+00
109+00 110+00
111+00
+50
+50
+50
+50
+50
+50
+50 x
A
A
A
A A
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A
PR
A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
T W
T W
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A
PR
A P
R A P
C M
P
1.
I N
V I N
V
D P
L
R A P
R A P
R A P
R A P
C M
P
1.
I N
V I N
V
R A P
R A P
R A P
R A P
R A
PR
A P
R A P
R A P
R A P
R A
PT
W T
W
T W
T W
R A P
R A P
R A P
R A P
T O
E T
O E
T W
T W
T O
E T
O E
T W
T W
T W
T W
T O
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T O
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T O
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R A P
R A P
R A P
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T W
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T D
R A P
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B D
B D
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T D
R A P
T D
R A P
T W
T W
B D
B D
T O
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O E
W O
D W
O D
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N O
S
T O P P
S
T A
N D
IN
G
R A P
B D
B D
R A P
T O
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O E
R A P
R A P
R A P B D
B D
E R
E R
E R
E R
T E L
T E L
R A P
T D
B D
R A P
T D
B D
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E R
W O
D W
O D
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E R
W O
D W
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T W
T W
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E R
E R
E R
E R
E R
E R
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E R
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D W
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E R
B D
B D
W O
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O D
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T W
E R
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E R
E R
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E R
W O
D W
O D
E R
E R E
R E
R
T D
T D
T B
R A P
T B
R A P
R A P
E R
E R
E R
E R
E R
E R
E R
E R
T B
T B
T W
T W
T B
R A P
T B
R A P
T W
T W
T W
T W
T B
R A P
T B
R A P
E R
E R
E R
E R
T B
T B
E R
E R
T D
T D
T D
T D
T W
T W
E R
E R
R A P
R A P
T D
T D
T D
R A P
T D
R A P
T W
T
WT
D
T D
R O
W R
O W
E R
E R
T D
R A P
T D
R A P
T B
T B
R A P
T W
T W
T D
T D
T D
T D
W O
D W
O D
R O
W R
O W
T R
A V P
T
IL
W O
D W
O D
T B
T B
T B
T O
E R
A P
T B
T O
E R
A P
R A P
R A P
T O
E R
A P
T B
T O
E R
A P
T B
T D
T D
T B
T B
T D
T D
L O
C U S
T
T B
T B
T B
T B
T B
T B
R A P
R A P
T R
A V P
T
R
C
T B
T B
E R
E R
T B
T B
T D
T D
T B
T B
T B
T B
T B
T B
W O
D W
O D
E R
E R
E R
E R
T B
T B
T B
T B
T B
T B
W O
D W
O D
T B
T B
R A P
R A P
T B
T B
T B
T B
T B
T B
E R
E R
T B
T B
T B
T B T B
T B
T B
T B
D P
L
T B
T B
R O
W R
O W
T B
T B
E R
E R
T B
T B
T B
T B
R O
W R
O W
T B
T B
E R
E R
E R
E R
L O
C U S
T
T B
T B
E R
E R
N O
S
T O P P
S
T A
N D
IN
G
T B
T B
E R
E R
T B
T B
E R
E R
R A P
R A P
T W
T W
T B
T B
E R
E R
T W
T W
W O
D W
O D
R A P
R A P
N
M A T
E
S T A . 10
S E E
E
C
M A T
E
S T A 1+
S E E
E
C
LAYOUT SHEET
AND GEOMETRY
N
E
N
E
N
BLACK WALNUT POINT RD
BLACK WALNUT RD
Þ OF CONSTRUCTION
EC-02
20' 20'0 40'
SCALE: 1"=20'
WOODEN BOLLARD (TYP.)
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers
11000 Broken Land Pkwy, Suite 450
Columbia, MD 21044
Phone 410-884-3607 www.brudis.com
AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
MB
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
PROPERTY BOUNDARY
PROP. ALIGNMNET
2+50
EX. MEAN HIGH WATER LINE
EX. MEAN LOW WATER LINE
EX. ELECTRIC LINE
EX. ELECTRIC POLE
E R
EDGE OF PAVEMENT
B D
BOTTOM OF DITCH
R A P
EX. RIPRAP REVETMENT EDGE
VEGETATION
LEGEND
LIMIT OF DISTURBANCE
LIMIT OF WORK
NOTE:
EX. MEAN HIGH WATER LINE (MHWL=1.83') AND MEAN LOW WATER LINE (MLWL=-0.21') ARE ESTIMATED PER THE
CONTROL STATION 8571892, CAMBRIDGE STATION
-10
-10
-10
-10
-9-9
-8
-8
-8 -8
-8
-8
-8
-6
-6
-6
-6 -6 -6
-6
-6
-6
-5
-5 -5
-5
-5
-4
-4
-4 -4
-4
-4
-4
-4
-4
-2
-2
-2
-2
-2 -2
-2 -2-2
-1
1 1
5 5
112+00
113+00
114+00 115+00
116+00
+50
+50
+50
+50 +50 +50 x
A A
B D
B D
R A P
R A P
R A P
R A P
R A P
R A P
B D
B D
B D
B D
R A P
R A P
R A P
R A P
B D
B D
R A P
R A P
R A P
R A P
R A P
R A P
B D
B D
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
B D
B D
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
B D
B D
R A P
R A P
R A P
R A P
T B
T B
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
T B
T B
R A P
R A P
T B
T B
B D
B D
R A P
R A P
T B
T B
R A P
R A P
R A P
R A P
B D
B D
R A P
R A P
R A P
R A P
T B
T B
G R
A S S
B D
B D
B D
B D
B D
B D
B D
B D
B D
B D
R A P
R A P
B D
B D
T B
T B
R A P
R A P
R A P
R A P
B D
B D
R A P
R A P
B D
B D
B D
B D
B D
B D
D P
L
B D
B D
T B
T B
R A P
R A P
T B
T B
R A P
R A P
T B
T B
B D
B D
T B
T B
B D
B D
B D
B D
B D
B D
B D
B D
R A P
R A P
M E T
A L
N O
S
T O P P
S
T A
N D
IN
G
G R
A S S
B D
B D
T B
T B
L O
C U S
T
T B
T B
B D
B D
B D
B D
B D
B D
R A P
R A P
T B
T B
G R
A S S
T D
T D
B D
B D
T D
T D
T B
T B
G R
A S S
R A P
G R
A S S
B D
B D
R A P
B D
R A P
B D
B D
B D
T B
T B
T D
T D
B E E
C H
G R
A S S
L O
C U S
T
B D
B D
B D
B D
B D
B D
B D
B D
G R
A S S
T D
T D
B D
B D
E R
E R
G R
A S S
B D
B D
G R
A S S
T B
T B
E R
E R
E R
E R
E R
E R
T D
T
DT
D T
D
G R
A S S
B D
B D
E R
E R
B E E
C H
T D
T D
T D
T D
G R
A S S
E R
E R
E R
E R
B D
B D
T B
T B
B D
B D
E R
E R
T B
T B
B D
B D
B D
B D
B R
U S
H
T
H
IN
S
W O
D W
O D
G R
A S S
T D
T D
T D
T D
B D
B D
B D
B D
B D
B D
T B
T B
B D
B D
E R
E R
R A P
R A P
T D
T D
T B
T B
T D
T D
B D
B D B D
B D
G R
A S S
L O
C U S
T
B D
B D
G R
A S S
B D
B D
E R
E R
T D
T D
G R
A S S
B D
B D
B D
B D
T D
T D
T B
T B
T D
T D
T D
T D
T B
T B
T D
T D
T D
T D
T D
T D
T D
T D
G R
A S S
T D
T D
G R
A S S
T D
T D
T D
T D
T D
T D
T R
A V P
T
IL
T D
T D
W O
D W
O D
G R
A S S
G R
A S S
T D
T D
T D
T D
T D
T D
T D
T D
B D
B D
L O
C U S
T
T D
T D
T D
T D
T D
T D
T D
T D
R A P
B D
B D
R A P
R A P
T B
T B
E R
E R
T B
T B
E R
E R
T D
T D
R A P
T D
R A P
T D
T D
T D
D P
L
G R
A S S
T D
T D
T B
T B
T D
T D
T D
T D
T D
T D
T D
T D
T D
T D
T D
R A P
T D
R A P
T B
T B
T B
T B
G R
A S S
W O
D W
O D
G R
A S S
E R
E R
T D
T D
T B
T B
R A P
R A P
E R
E R
T B
T B
T D
T D
T D
T D
T D
T D
T D
T D
T B
T B
T D
T D
G R
A S S
T D
T D
G R
A S S
R A P
R A P
T D
T D
T R
A V P
T
R
C
T B
T B
G R
A S S
W O
D W
O D
G R
A S S
G R
A S S
T D
T D
G R
A S S
E R
E R
T B
T B
E R
E R
T D
T D
G R
A S S
G R
A S S
G R
A S S
D P
L
R A P
R A P
T B
T B
G R
A S S
E R
E R
R A P
R A P
R A P
R A P
T B
T B
G R
A S S
G R
A S S
T B
T B
M E T
A L
N O
S
T O P P
S
T A
N D
IN
G
T B
T B
E R
E R
E R
E R
G R
A S S
W O
D W
O D
G R
A S S
G R
A S S
E R
E R
T B
T B
G R
A S S
M E T
A L
N O
S
T O P P
S
T A
N D
IN
G
N
M A T
E
S T A 1+
S E E
E
C
M A T
E
S T A
S E E
E
C
E
N
E
N
E
N
EC-03
BLACK WALNUT RD
20' 20'0 40'
SCALE: 1"=20'
BLACK WALNUT RD
Þ OF CONSTRUCTION
WOODEN BOLLARDS (TYP.)
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers
11000 Broken Land Pkwy, Suite 450
Columbia, MD 21044
Phone 410-884-3607 www.brudis.com
AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
MB
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
PROPERTY BOUNDARY
PROP. ALIGNMNET
2+50
EX. MEAN HIGH WATER LINE
EX. MEAN LOW WATER LINE
EX. ELECTRIC LINE
EX. ELECTRIC POLE
E R
EDGE OF PAVEMENT
B D
BOTTOM OF DITCH
R A P
EX. RIPRAP REVETMENT EDGE
VEGETATION
LEGEND
LIMIT OF DISTURBANCE
LIMIT OF WORK
NOTE:
EX. MEAN HIGH WATER LINE (MHWL=1.83') AND MEAN LOW WATER LINE (MLWL=-0.21') ARE ESTIMATED PER THE
CONTROL STATION 8571892, CAMBRIDGE STATION
-11
-1
-10
-10
-10
-10
-10
-10
-8 -8
-8
-8
-8
-8
-6
-6
-6
-6
-6
-6
-6
-6
-5
-5
-5-5
-4
-4
-4
-4
-4
-2-2 -2
-2
-2
-2
-2
2 2
117+00 118+00
119+00
120+00
+50 +50
+50
+50
PT STA. 117+81.74
POE STA. 120+22.66
A
B
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
D P
L
N O
S
T O P P
IN
G
M E T
A L
N O
S
T O P P
S
T A
N D
IN
G
E R
E R
E R
E R
E R
E R
E R
E R
T R
A V P
T
R
C
E R
E R
E R
E R
M E T
A L
N O
S
T O P P
S
T A
N D
IN
G
D P
L
B M
S
ID
E
T
O W
A R
S
A
S
E R
E R
E R
E R
L O
C U S
T
M E T
A L
N O
S
T O P P
S
T A
N D
IN
G
R A P
R A P
E R
E R
E R
E R
R A P
R A P
E R
E R
E R
E R
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
T B
T B
R A P
R A P
R A P
R A P
R A P
R A P
E R
E R
E R
E R
G R
A S S
G R
A S S
T B
T B
T B
T B
G R
A S S
T B
T B
R A P
R A P
G R
A S S
E R
E R
T B
T B
T B
T B
T B
T B
N O
S
T O P P
S
T A
N D
IN
G
G R
A S
SG
R A S S
E R
E R
T B
T B
B M
B M
B M
G R
A S S
T B
T B
T B
T B
N
E
N
E
N
E
N
M A T
E
S T A
S E E
E
C
20' 20'0 40'
SCALE: 1"=20'
EC-04
BLACK WALNUT RD
Þ OF CONSTRUCTION
END STA 120+25
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers www.brudis.com
Phone 410-884-3607
Columbia, MD 21044
11000 Broken Land Pkwy, Suite 450 AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
MB
LEGEND
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
PROPERTY BOUNDARY
PROP. ALIGNMNET
2+50
EX. ELECTRIC LINE
EX. ELECTRIC POLE
ARMOR STONE
DRAINAGE PIPE
SPARTINA PATENS
PROP. PLANTINGS:
GRAVEL ROAD RESURFACING
VEGETATION
LIMIT OF DISTURBANCE
LIMIT OF WORK
AND COMPLETE ROADWAY REPAIRS PER DETAIL ON SHEET DE-01.
6. CONTRACTOR TO DESIGNATE MISCELLANEOUS AREAS OF ERODED ROADWAY ALONG THE PROJECT LIMITS
ON THE EX. LIGHT POLES AT 410-758-4102.
5. THE CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC COMPANY (DELMARVA POWER) FOR ANY IMPACTS
CONSTRUCTION IS COMPLETED.
4. THE CONTRACTOR SHALL DAYLIGHT ALL THE EX. STORM DRAIN OUTFALLS AFTER THE REVETMENT
WAS PROVIDED BY MD DNR TO BAI TO UTILIZE IN AREA SHOWN ON SHEETS PC-01 THROUGH PC-04.
3. THE PROPOSED REVETMENT IS DESIGNED PER THE TYPICAL SECTION AS SHOWN IN SHEET DE-01. DETAIL
MUCH AS POSSIBLE, PROVIDING THE STONES MEET THE SIZE REQUIREMENTS IN THE PROJECT MANUAL.
2. EXISTING ARMOR STONES WITHIN THE PROJECT AREA TO BE REPURPOSED INTO THE NEW REVETMENT AS
THE CONTROL STATION 8571892, CAMBRIDGE STATION.
1. EX. MEAN HIGH WATER LINE (MHWL=1.83) AND MEAN LOW WATER LINE (MLWL=-0.21) ARE ESTIMATED PER
NOTE:
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101+00
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+50
+50
B
A
A
A
FOLIO: 00698
LIBER: 00626
PARCEL: 0015
GRID: 0009
MAP: 0051
TAX ID: 184029
OWNER: STATE OF MARYLAND
FOLIO: 00698
LIBER: 00626
PARCEL: 0015
GRID: 0009
MAP: 0051
TAX ID: 194032
OWNER: STATE OF MARYLAND
FOLIO: 00146
LIBER: 00278
PARCEL: 0085
GRID: 0009
M
AP: 0051
TAX ID: 188105
OW
NER: US NAVAL RESEARCH LAB
FOLIO: 0069
8LIBER: 00
PARCEL: 0015
GRID: 0009
MAP: 0051
TAX ID: 1840
29OWNER: STATE OF MARYLAND
A T
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S T A . 10
S E E
P
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E
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N
BLACK WALNUT POINT RD
PC-01
20' 20'0 40'
SCALE: 1"=20'
MHWL=1.83'
PROPOSED CONDITION PLAN
START STA 100+00
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF DISTURBANCE
MLWL=-0.21'
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers
11000 Broken Land Pkwy, Suite 450
Columbia, MD 21044
Phone 410-884-3607 www.brudis.com
AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
MB
LEGEND
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
PROPERTY BOUNDARY
PROP. ALIGNMNET
2+50
EX. ELECTRIC LINE
EX. ELECTRIC POLE
ARMOR STONE
DRAINAGE PIPE
PROP. PLANTINGS:
SPARTINA PATENS
GRAVEL ROAD RESURFACING
VEGETATION
LIMIT OF DISTURBANCE
LIMIT OF WORK
NOTE:
1. EX. MEAN HIGH WATER LINE (MHWL=1.83) AND MEAN LOW WATER LINE (MLWL=-0.21) ARE ESTIMATED PER
THE CONTROL STATION 8571892, CAMBRIDGE STATION.
2. EXISTING ARMOR STONES WITHIN THE PROJECT AREA TO BE REPURPOSED INTO THE NEW REVETMENT AS
MUCH AS POSSIBLE, PROVIDING THE STONES MEET THE SIZE REQUIREMENTS IN THE PROJECT MANUAL.
3. THE PROPOSED REVETMENT IS DESIGNED PER THE TYPICAL SECTION AS SHOWN IN SHEET DE-01. DETAIL
WAS PROVIDED BY MD DNR TO BAI TO UTILIZE IN AREA SHOWN ON SHEETS PC-01 THROUGH PC-04.
4. THE CONTRACTOR SHALL DAYLIGHT ALL THE EX. STORM DRAIN OUTFALLS AFTER THE REVETMENT
CONSTRUCTION IS COMPLETED.
5. THE CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC COMPANY (DELMARVA POWER) FOR ANY IMPACTS
ON THE EX. LIGHT POLES AT 410-758-4102.
6. CONTRACTOR TO DESIGNATE MISCELLANEOUS AREAS OF ERODED ROADWAY ALONG THE PROJECT LIMITS
AND COMPLETE ROADWAY REPAIRS PER DETAIL ON SHEET DE-01.
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T B
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T B
T B
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S
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IN
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T W
T W
W O
D W
O D
R A P
R A P
-9
-9
-9
-9
-9
-8 -8
-8
-8
-8
-8
-8
-6 -6
-6 -6 -6 -6
-6
-6 -6 -6
-6
-6
-6
-5
-5
-5 -5
-5
-5
-4-4 -4 -4
-4
-4-4 -4-4
-4
-4
-4
-2
-2
-2
-2
-2
-2 -2
-2 -2
-2
-2
-2
-1
1 1
106+00
107+00
108+00
109+00 110+00
111+00
+50
+50
+50
+50
+50
+50
+50
A
A
A
A A
FOLIO: 00698
LIBER: 00626
PARCEL: 0015
GRID: 0009
MAP: 0051
TAX ID: 184029
OWNER: STATE OF MARYLAND
FOLIO: 0069
8LIBER: 00
PARCEL: 0015
GRID: 0009
MAP: 0051
TAX ID: 1840
29OWNER: STATE OF MARYLAND
N
M A T
E
S T A . 10
S E E
P
C
M A T
E
S T A 1+
S E E
P
C
N
E
N
E
N
BLACK WALNUT POINT RD
20' 20'0 40'
SCALE: 1"=20'
PC-02
MHWL=1.83'
EX. RIPRAP REVETMENT EDGE
PROPOSED CONDITION PLAN
BEGIN REVETMENT REPLACEMENT
STA 106+00:
LIMIT OF DISTURBANCE
LIMIT OF WORK
RELOCATED BY OTHERS
UTILITY POLE TO BE
MLWL=-0.21'
REVETMENT
INSTALL PROPOSED
REMOVE AS NECESSARY TO
WOODEN BOLLARD (TYP.),
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers
11000 Broken Land Pkwy, Suite 450
Columbia, MD 21044
Phone 410-884-3607 www.brudis.com
AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
MB
LEGEND
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
PROPERTY BOUNDARY
PROP. ALIGNMNET
2+50
EX. ELECTRIC LINE
EX. ELECTRIC POLE
ARMOR STONE
DRAINAGE PIPE
PROP. PLANTINGS:
SPARTINA PATENS
GRAVEL ROAD RESURFACING
VEGETATION
LIMIT OF DISTURBANCE
LIMIT OF WORK
NOTE:
1. EX. MEAN HIGH WATER LINE (MHWL=1.83) AND MEAN LOW WATER LINE (MLWL=-0.21) ARE ESTIMATED PER
THE CONTROL STATION 8571892, CAMBRIDGE STATION.
2. EXISTING ARMOR STONES WITHIN THE PROJECT AREA TO BE REPURPOSED INTO THE NEW REVETMENT AS
MUCH AS POSSIBLE, PROVIDING THE STONES MEET THE SIZE REQUIREMENTS IN THE PROJECT MANUAL.
3. THE PROPOSED REVETMENT IS DESIGNED PER THE TYPICAL SECTION AS SHOWN IN SHEET DE-01. DETAIL
WAS PROVIDED BY MD DNR TO BAI TO UTILIZE IN AREA SHOWN ON SHEETS PC-01 THROUGH PC-04.
4. THE CONTRACTOR SHALL DAYLIGHT ALL THE EX. STORM DRAIN OUTFALLS AFTER THE REVETMENT
CONSTRUCTION IS COMPLETED.
5. THE CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC COMPANY (DELMARVA POWER) FOR ANY IMPACTS
ON THE EX. LIGHT POLES AT 410-758-4102.
6. CONTRACTOR TO DESIGNATE MISCELLANEOUS AREAS OF ERODED ROADWAY ALONG THE PROJECT LIMITS
AND COMPLETE ROADWAY REPAIRS PER DETAIL ON SHEET DE-01.
B D
B D
R A P
R A P
R A P
R A P
R A P
R A P
B D
B D
B D
B D
R A P
R A P
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B D
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T B
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B D
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B D
B D
B D
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T D
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C U S
T
B D
B D
B D
B D
B D
B D
B D
B D
G R
A S S
T D
T D
B D
B D
E R
E R
G R
A S S
B D
B D
G R
A S S
T B
T B
E R
E R
E R
E R
E R
E R
T D
T
DT
D T
D
G R
A S S
B D
B D
E R
E R
B E E
C H
T D
T D
T D
T D
G R
A S S
E R
E R
E R
E R
B D
B D
T B
T B
B D
B D
E R
E R
T B
T B
B D
B D
B D
B D
B R
U S
H
T
H
IN
S
W O
D W
O D
G R
A S S
T D
T D
T D
T D
B D
B D
B D
B D
B D
B D
T B
T B
B D
B D
E R
E R
R A P
R A P
T D
T D
T B
T B
T D
T D
B D
B D B D
B D
G R
A S S
L O
C U S
T
B D
B D
G R
A S S
B D
B D
E R
E R
T D
T D
G R
A S S
B D
B D
B D
B D
T D
T D
T B
T B
T D
T D
T D
T D
T B
T B
T D
T D
T D
T D
T D
T D
T D
T D
G R
A S S
T D
T D
G R
A S S
T D
T D
T D
T D
T D
T D
T R
A V P
T
IL
T D
T D
W O
D W
O D
G R
A S S
G R
A S S
T D
T D
T D
T D
T D
T D
T D
T D
B D
B D
L O
C U S
T
T D
T D
T D
T D
T D
T D
T D
T D
R A P
B D
B D
R A P
R A P
T B
T B
E R
E R
T B
T B
E R
E R
T D
T D
R A P
T D
R A P
T D
T D
T D
D P
L
G R
A S S
T D
T D
T B
T B
T D
T D
T D
T D
T D
T D
T D
T D
T D
T D
T D
R A P
T D
R A P
T B
T B
T B
T B
G R
A S S
W O
D W
O D
G R
A S S
E R
E R
T D
T D
T B
T B
R A P
R A P
E R
E R
T B
T B
T D
T D
T D
T D
T D
T D
T D
T D
T B
T B
T D
T D
G R
A S S
T D
T D
G R
A S S
R A P
R A P
T D
T D
T R
A V P
T
R
C
T B
T B
G R
A S S
W O
D W
O D
G R
A S S
G R
A S S
T D
T D
G R
A S S
E R
E R
T B
T B
E R
E R
T D
T D
G R
A S S
G R
A S S
G R
A S S
D P
L
R A P
R A P
T B
T B
G R
A S S
E R
E R
R A P
R A P
R A P
R A P
T B
T B
G R
A S S
G R
A S S
T B
T B
M E T
A L
N O
S
T O P P
S
T A
N D
IN
G
T B
T B
E R
E R
E R
E R
G R
A S S
W O
D W
O D
G R
A S S
G R
A S S
E R
E R
T B
T B
G R
A S S
M E T
A L
N O
S
T O P P
S
T A
N D
IN
G
-10
-10
-10
-10
-9-9
-8
-8
-8 -8
-8
-8
-8
-6
-6
-6
-6 -6 -6
-6
-6
-6
-5
-5 -5
-5
-5
-4
-4
-4 -4
-4
-4
-4
-4
-4
-2
-2
-2
-2
-2 -2
-2 -2-2
-1
1 1
5 5
"H
D P
E
112+00
113+00
114+00 115+00
116+00
+50
+50
+50
+50 +50 +50
A A
FOLIO: 00698
LIBER: 00626
PARCEL: 0015
GRID: 0009
MAP: 0051
TAX ID: 184029
OWNER: STATE OF MARYLAND
FOLIO: 00698
LIBER: 00626
PARCEL: 0015
GRID: 0009
MAP: 0051
TAX ID: 184029
OWNER: STATE OF MARYLAND
N
M A T
E
S T A 1+
S E E
P
C
M A T
E
S T A
S E E
P
C
E
N
E
N
E
N
BLACK WALNUT RD
20' 20'0 40'
SCALE: 1"=20'
BLACK WALNUT RD
Þ OF CONSTRUCTION
PC-03
EX. RIPRAP REVETMENT EDGE
PROPOSED CONDITION PLAN
END REVETMENT REPLACEMENTSTA 115+22:
LIMIT OF WORK
LIMIT OF DISTURBANCE
RELOCATED BY OTHERS
UTILITY POLE TO BE
DE-01 FOR DETAILS)
APRON (SEE SHEET
SCOUR PROTECTION
5' X 11.25' STONE
MHWL=1.83'
RELOCATED BY OTHERS
UTILITY POLE TO BE
MLWL=-0.21' INSTALL PROPOSED REVETMENT
REMOVE AS NECESSARY TO
WOODEN BOLLARD (TYP.),
INV.=2.03'
INV.=2.55'
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers
11000 Broken Land Pkwy, Suite 450
Columbia, MD 21044
Phone 410-884-3607 www.brudis.com
AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
MB
LEGEND
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
PROPERTY BOUNDARY
PROP. ALIGNMNET
2+50
EX. ELECTRIC LINE
EX. ELECTRIC POLE
ARMOR STONE
DRAINAGE PIPE
PROP. PLANTINGS:
SPARTINA PATENS
GRAVEL ROAD RESURFACING
VEGETATION
LIMIT OF DISTURBANCE
LIMIT OF WORK
NOTE:
1. EX. MEAN HIGH WATER LINE (MHWL=1.83) AND MEAN LOW WATER LINE (MLWL=-0.21) ARE ESTIMATED PER
THE CONTROL STATION 8571892, CAMBRIDGE STATION.
2. EXISTING ARMOR STONES WITHIN THE PROJECT AREA TO BE REPURPOSED INTO THE NEW REVETMENT AS
MUCH AS POSSIBLE, PROVIDING THE STONES MEET THE SIZE REQUIREMENTS IN THE PROJECT MANUAL.
3. THE PROPOSED REVETMENT IS DESIGNED PER THE TYPICAL SECTION AS SHOWN IN SHEET DE-01. DETAIL
WAS PROVIDED BY MD DNR TO BAI TO UTILIZE IN AREA SHOWN ON SHEETS PC-01 THROUGH PC-04.
4. THE CONTRACTOR SHALL DAYLIGHT ALL THE EX. STORM DRAIN OUTFALLS AFTER THE REVETMENT
CONSTRUCTION IS COMPLETED.
5. THE CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC COMPANY (DELMARVA POWER) FOR ANY IMPACTS
ON THE EX. LIGHT POLES AT 410-758-4102.
6. CONTRACTOR TO DESIGNATE MISCELLANEOUS AREAS OF ERODED ROADWAY ALONG THE PROJECT LIMITS
AND COMPLETE ROADWAY REPAIRS PER DETAIL ON SHEET DE-01.
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
D P
L
N O
S
T O P P
IN
G
M E T
A L
N O
S
T O P P
S
T A
N D
IN
G
E R
E R
E R
E R
E R
E R
E R
E R
T R
A V P
T
R
C
E R
E R
E R
E R
M E T
A L
N O
S
T O P P
S
T A
N D
IN
G
D P
L
B M
S
ID
E
T
O W
A R
A
S
E R
E R
E R
E R
L O
C U S
T
M E T
A L
N O
S
T O P P
S
T A
N D
IN
G
R A P
R A P
E R
E R
E R
E R
R A P
R A P
E R
E R
E R
E R
R A P
R A P
R A P
R A P
R A P
R A P
R A P
R A P
T B
T B
R A P
R A P
R A P
R A P
R A P
R A P
E R
E R
E R
E R
G R
A S S
G R
A S S
T B
T B
T B
T B
G R
A S S
T B
T B
R A P
R A P
G R
A S S
E R
E R
T B
T B
T B
T B
T B
T B
N O
S
T O P P
S
T A
N D
IN
G
G R
A S
SG
R A S S
E R
E R
T B
T B
B M
B M
B M
G R
A S S
T B
T B
T B
T B
-11
-10
-10
-10
-10
-8 -8
-8
-8
-8
-8
-6
-6
-6
-6
-6
-6
-6
-6
-5
-5
-5-5
-4
-4
-4
-4
-4
-2-2 -2
-2
-2
-2
-2
2 2
117+00 118+00
119+00
120+00
+50 +50
+50
+50 A
B
FOLIO: 00698
LIBER: 00626
PARCEL: 0015
GRID: 0009
MAP: 0051
TAX ID: 184029
OWNER: STATE OF MARYLAND
FOLIO: 00698
LIBER: 00626
PARCEL: 0015
GRID: 0009
MAP: 0051
TAX ID: 184029
OWNER: STATE OF MARYLAND
FOLIO: 00698
LIBER: 00626
PARCEL: 0015
GRID: 0009
MAP: 0051
TAX ID: 184029
OWNER: STATE OF MARYLAND
N
E
N
E
N
E
N
M A T
E
S T A
S E E
P
C
20' 20'0 40'
SCALE: 1"=20'
PC-04
MHWL=1.83'
EX. RIPRAP REVETMENT EDGE
PROPOSED CONDITION PLAN
END STA 120+25
LIMIT OF WORK
MLWL=-0.21'
DE-01
MHW +1.83'
MLW -0.21'
TYPICAL SECTIONS AND DETAILS
AREA A: STA. 100+10 TO STA. 120+10
1' MIN.
4' MIN.
I
N
NTS
N
EXCAVATE
SAW CUT /
ROADWAY DAMAGE
POTHOLE /
ROAD
EXISTING GRAVEL
ROAD
EXISTING GRAVEL
COMPACTED SUB-GRADE (SEE NOTES)
THICKNESS (SEE NOTES)
MATCH EXISTING PAVEMENT
8" GRAVEL AGGREGATE BASE OR
4' MIN.
NTS
6.3
6.3'
6.3'
6.3'
15"
15"
15"
4.8'
6.3'
6.3'
15"
PLAN VIEW
SECTION VIEW
ROADWAY REPAIR DETAIL
NTS
VARIES (1.5' MIN.)
MAX:19.2'
MIN:13.7'
VARIES,
VARIES:
MAX:-5.8'
MIN:-3.1'
FULLY EMBED
EXISTING GRADE,
ARMOR STONE AT
SET TOP OF TOE
INFORMATION
FOR STAKEOUT
XS-01 AND XS-02,
SECTION SHEETS
* NOTE:SEE CROSS
LIFT
2. FOR GRADED AGGREGATE BASE (GAB), PLACE IN LIFTS OF 4" AND COMPACT EACH
STABILIZED SUB-GRADE USING GRADED AGGREGATE BASE (GSS/GAB).
REPAIR SHALL BE UNDERCUT 12" MINIMUM AND SHALL BE REPLACED BY GEOSYNTHETIC
1. ANY LOOSE, FINE, OR UNCOMPACTED SUB-GRADE MATERIAL ENCOUNTERED DURING
NOTE:
2:
EXISTING GROUND
INSTALL ARMOR STONE AT 2:1 SLOPE, TIE INTO
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers
11000 Broken Land Pkwy, Suite 450
Columbia, MD 21044
Phone 410-884-3607 www.brudis.com
AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
MB
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers
11000 Broken Land Pkwy, Suite 450
Columbia, MD 21044
Phone 410-884-3607 www.brudis.com
AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
MB
EROSION AND SEDIMENT CONTROL - GENERAL NOTES
EN-01
EROSION AND SEDIMENT CONTROL NOTES
1.36
52748 ANKUR PATEL
N/A
8/16/2024
2,870
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers www.brudis.com
Phone 410-884-3607
Columbia, MD 21044
11000 Broken Land Pkwy, Suite 450 AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
MB
STANDARD EROSION AND SEDIMENT CONTROL NOTES
EROSION AND SEDIMENT CONTROL NOTES
EN-02
FILL
FILL
FILL
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers www.brudis.com
Phone 410-884-3607
Columbia, MD 21044
11000 Broken Land Pkwy, Suite 450 AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
MB
SEQUENCE OF CONSTRUCTION
EROSION AND SEDIMENT CONTROL NOTES
EROSION AND SEDIMENT CONTROL - GENERAL NOTES AND DETAILS
EN-03
GENERAL NOTES
7A
0.5
1.0
1.0
1.0
NOV 30
30, AUG 15 TO
FEB 15 TO APR
NOV 30
30, AUG 15 TO
FEB 15 TO APR
NOV 30
30, AUG 15 TO
FEB 15 TO APR
NOV 30
30, AUG 15 TO
FEB 15 TO APR
)SSP. MULTIFLORUM
PERENNE
LOLIUM ANNUAL RYEGRASS (
)HORDEUM VULGAREBARLEY (
OATS (AVENA SATIVA)
WHEAT (TRITICUM AESTIVUM)
7A
FASCICULATE)
(CHAMAECRISTA
PARTRIDGE PEA
RUBRA VAR, RUBA)
FESCUE (FESTUCA
CREEPING RED
VAR, AMARLUM)
(PANICUMAMARUM
PANICGRASS
COASTAL
NOV 30
30, AUG 15 TO
FEB 15 TO APR
NOV 30
30, AUG 15 TO
FEB 15 TO APR
NOV 30
30, AUG 15 TO
FEB 15 TO APR
REGULATIONS AND RESTRICTIONS.
BUFFERS, WATERWAYS, AND 100-YEAR FLOODPLAINS AND SHALL COMPLY WITH ALL APPLICABLE ENVIRONMENTAL
THE CONTRACTOR SHALL FOLLOW BEST MANAGEMENT PRACTICES FOR WORKING IN NON-TIDAL WETLANDS, WETLAND
AREAS. PROVISIONS WILL BE MADE FOR INSPECTION AND MAINTENANCE OF ALL PRACTICES.
CARE WILL BE TAKEN TO PROTECT AND AVOID NATURAL RESOURCES AND STEEP SLOPES, WHILE MINIMIZING DISTURBED
MANAGEMENT OF STORMWATER RUNOFF, AND RETENTION OF SEDIMENT ON-SITE THROUGH PERIMETER PROTECTION.
FLOW PATTERNS. PRACTICES WILL FOCUS ON REDUCING IMPERVIOUS AREAS, STABILIZATION OF EXPOSED SOILS, STANDARDS AND SPECIFICATIONS IN ORDER TO PROTECT AND ENHANCE NATURAL RESOURCES AND MAINTAIN NATURAL
ALL EROSION AND SEDIMENT (E&S) CONTROL PRACTICES WILL BE DESIGNED ACCORDING TO THE LATEST APPLICABLE
ALL E&SC MEASURES SHALL REMAIN IN PLACE UNTIL WRITTEN AUTHORIZATION IS PROVIDED FOR THEIR REMOVAL. UPON REMOVAL, ALL REMAINING DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY. 10.
PERFORM PLANTINGS AND PAVEMENT WORK AS SHOWN ON THE PLANS. 9.
AFTER STONE REVETMENT WORK IS COMPLETED, REMOVE TURBIDITY CURTAIN WITH PERMISSION FROM MDE INSPECTOR.8.
AFTER ALL ESC DEVICES ARE INSTALLED, BEGIN WORK ASSOCIATED WITH GRADING TO INSTALL STONES AS SHOWN ON THE PLANS.7.
INSTALL SEDIMENT AND EROSION CONTROL MEASURES AS SHOWN ON THE APPROVED EROSION AND SEDIMENT CONTROL PLANS (ES-01 THROUGH ES-04), INCLUDING STABILIZED CONSTRUCTION ENTRANCES, AND TURBIDITY CURTAIN. 6.
CLEAR AND GRUB AREA AS NEEDED FOR THE INSTALLATION OF THE EROSION AND SEDIMENT CONTROL MEASURES UNDER EXISTING CONDITIONS. 5.
CONTACT MISS UTILITY, 1-800-257-7777 PRIOR TO START OF CONSTRUCTION. CONTRACTOR TO HIRE PRIVATE LOCATOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES. 4.
HOLD PRE CONSTRUCTION MEETING, UNLESS WAIVED BY MDE. 3.
STAKEOUT THE PROJECT LIMIT OF DISTURBANCE (LOD) AND FLAG ALL ENVIRONMENTAL RESOURCES. 2.
CONTACT THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (MDE) AT (410)537-3510 AT LEAST FOURTEEN (14) DAYS PRIOR TO COMMENCING ANY LAND DISTURBANCE ACTIVITIES.1.
SPECIFICATIONS:
IN GENERAL THE FOLLOWING SEQUENCE OF CONSTRUCTION SHALL BE FOLLOWED. ALL WORK IS TO BE COMPLETED UTILIZING SAME DAY STABILIZATION PROCEDURES DURING LOW HUMIDITY CONDITIONS AS SPECIFIED IN TURF INSTALLATION
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers
11000 Broken Land Pkwy, Suite 450
Columbia, MD 21044
Phone 410-884-3607 www.brudis.com
AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
CONSTRUCTION NOTES
EN-04
PROFILE
EXISTING PAVEMENT
EARTH FILL
PIPE (SEE NOTE 6)
5:
1 5:1
PLAN VIEW
GROUND
EXISTING
W
ID
T H
F
(6 IN MIN.)
MOUNTABLE BERM
3 FT
EXISTINGPAVEMENT
EDGE OF
50 FT MIN.
LENGTH *
50 FT MIN.
SCE
AND WIDTH OF ENTRANCE
AGGREGATE OVER LENGTH
MIN. 6 IN OF 2 TO 3 IN
GEOTEXTILE
NONWOVEN
REBAR) AT LEAST 6 INCHES DEEP OVER THE LENGTH AND WIDTH OF THE SCE.
PLACE CRUSHED AGGREGATE (2 TO 3 INCHES IN SIZE) OR EQUIVALENT RECYCLED CONCRETE (WITHOUT 4.
PREPARE SUBGRADE AND PLACE NONWOVEN GEOTEXTILE, AS SPECIFIED IN SECTION H-1 MATERIALS.3.
SPOT.
A PIPE IS NOT NECESSARY. A MOUNTABLE BERM IS REQUIRED WHEN SCE IS NOT LOCATED AT A HIGH
ON APPROVED PLAN. WHEN THE SCE IS LOCATED AT A HIGH SPOT AND HAS NO DRAINAGE TO CONVEY, WITH 5:1 SLOPES AND A MINIMUM OF 12 INCHES OF STONE OVER THE PIPE. PROVIDE PIPE AS SPECIFIED
MAINTAINING POSITIVE DRAINAGE. PROTECT PIPE INSTALLED THROUGH THE SCE WITH A MOUNTABLE BERM
PIPE ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD THE SCE UNDER THE ENTRANCE, 2.
EXISTING ROAD TO PROVIDE A TURNING RADIUS.
FOR SINGLE RESIDENCE LOT). USE MINIMUM WIDTH OF 10 FEET. FLARE SCE 10 FEET MINIMUM AT THE
MUST TRAVEL OVER THE ENTIRE LENGTH OF THE SCE. USE MINIMUM LENGTH OF 50 FEET (*30 FEET
PLACE STABILIZED CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE APPROVED PLAN. VEHICLES 1.
CONSTRUCTION SPECIFICATIONS
AN APPROVED SEDIMENT CONTROL PRACTICE.
TO REMOVE MUD TRACKED ONTO PAVEMENT IS NOT ACCEPTABLE UNLESS WASH WATER IS DIRECTED TO
TRACKED ONTO ADJACENT ROADWAY BY VACUUMING, SCRAPING, AND/OR SWEEPING. WASHING ROADWAY
SPECIFIED DIMENSIONS. IMMEDIATELY REMOVE STONE AND/OR SEDIMENT SPILLED, DROPPED, OR
OTHER REPAIRS AS CONDITIONS DEMAND TO MAINTAIN CLEAN SURFACE, MOUNTABLE BERM, AND
MAINTAIN ENTRANCE IN A CONDITION THAT MINIMIZES TRACKING OF SEDIMENT. ADD STONE OR MAKE 5.
STANDARD SYMBOL
ENTRANCE CONSTRUCTION
STABILIZED DETAIL B-1
WATER MANAGEMENT ADMINISTRATION
MARYLAND DEPARTMENT OF ENVIRONMENT
MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL
NATURAL RESOURCES CONSERVATION SERVICE
U.S. DEPARTMENT OF AGRICULTURE
MIN.
FT
CHAIN LINK FENCING
FLOW
SURFACE
GROUND
34 IN MIN.
36 IN MIN.
MIN.
8 IN
ELEVATION
CROSS SECTION
10 FT MAX.
SSF
MIN. INTO GROUND
CHAIN LINK FENCE 8 IN
EMBED GEOTEXTILE AND
ALUMINUM POSTS
STEEL OR
GALVANIZED
IN DIAMETER8
WOVEN SLIT FILM GEOTEXTILE
GALVANIZED CHAIN LINK FENCE WITH
WOVEN SLIT FILM GEOTEXTILE
GEOTEXTILE USED MEETS THE REQUIREMENTS IN SECTION H-1 MATERIALS.
PROVIDE MANUFACTURER CERTIFICATION TO THE INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT 6.
THE SUPER SILT FENCE.
45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE ENDS OF
EXTEND BOTH ENDS OF THE SUPER SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE AT 5.
FOLDED, AND STAPLED TO PREVENT SEDIMENT BY PASS.
WHERE ENDS OF THE GEOTEXTILE COME TOGETHER, THE ENDS SHALL BE OVERLAPPED BY 6 INCHES, 4.
SECTION. EMBED GEOTEXTILE AND CHAIN LINK FENCE A MINIMUM OF 8 INCHES INTO THE GROUND.
UPSLOPE SIDE OF CHAIN LINK FENCE WITH TIES SPACED EVERY 24 INCHES AT THE TOP AND MID
FASTEN WOVEN SLIT FILM GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS, SECURELY TO THE 3.
IN HEIGHT SECURELY TO THE FENCE POSTS WITH WIRE TIES OR HUG RINGS.
INCH MAXIMUM OPENING) 42 INCHES 8
3FASTEN 9 GAUGE OR HEAVIER GALVANIZED CHAIN LINK FENCE (22.
THE GROUND.
LENGTH SPACED NO FURTHER THAN 10 FEET APART. DRIVE THE POSTS A MINIMUM OF 36 INCHES INTO
INCH DIAMETER GALVANIZED STEEL POSTS OF 0.095 INCH WALL THICKNESS AND SIX FOOT 8
3INSTALL 21.
CONSTRUCTION SPECIFICATIONS
CHAIN LINK FENCING AND GEOTEXTILE.
REACHES 25% OF FENCE HEIGHT. REPLACE GEOTEXTILE IF TORN. IF UNDERMINING OCCURS, REINSTALL
REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN FENCE OR WHEN SEDIMENT 7.
STANDARD SYMBOL
FENCE
SUPER SILT DETAIL E-3
WATER MANAGEMENT ADMINISTRATION
MARYLAND DEPARTMENT OF ENVIRONMENT
MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL
NATURAL RESOURCES CONSERVATION SERVICE
U.S. DEPARTMENT OF AGRICULTURE
N/A
ENVIRONMENT, GENERAL/INDIVIDUAL PERMIT – NOTICE OF TERMINATION (NOT).
PERMIT ARE ELIMINATED, THE AUTHORIZED PERMITTEE SHALL SUBMIT THE MARYLAND DEPARTMENT OF THE
STABILIZED, AND ALL STORMWATER DISCHARGES FROM CONSTRUCTION SITES THAT ARE AUTHORIZED BY THE
SAINT MARY'S COUNTY SOIL CONSERVATION DISTRICT, I.E., ALL PORTIONS OF A SITE HAVE BEEN PERMANENTLY
7. FOLLOWING CONSTRUCTION AND RELEASE OF THE SITE FOR SOIL EROSION AND SEDIMENT CONTROL BY THE
PERMIT – NOTICE OF INTENT – NOI).
CONSTRUCTION ACTIVITY” PER THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (GENERAL/INDIVIDUAL
AND RECORDED ON THE “STANDARD INSPECTION FORM”, “GENERAL PERMIT FOR STORMWATER ASSOCIATED WITH
6. DURING CONSTRUCTION, ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES (BMP’S) SHALL BE INSPECTED
APPLICATION AND PERMIT SHALL BE POSTED AND/OR AVAILABLE ON-SITE AT ALL TIMES.
5. THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (GENERAL/INDIVIDUAL PERMIT – NOTICE OF INTENT- NOI)
3. NO STOCKPILING OF MATERIAL IS PERMITTED FOR EITHER PHASE OF CONSTRUCTION.
DAY TO QUALIFY AS SAME DAY STABILIZATION.
FOR WORK ACTIVITIES IN PAVED AREAS, THE STONE BASE COURSE LAYER MUST BE PLACED BY THE END OF THE SAME
UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS DIRECTED TO AN MDE APPROVED SEDIMENT CONTROL DEVICE.
CONTROL DEVICE SHALL BE STABILIZED BY THE END OF THE SAME WORKDAY. NO DISTURBED AREA SHALL BE LEFT
STABILIZED BY THE END OF THE SAME WORKDAY. ALL DISTURBED AREAS THAT DO NOT DRAIN TO A SEDIMENT
2. NO MORE LAND AREA [OR LENGTH OF TRENCH, SWALE, CHANNEL, ETC.] SHALL BE DISTURBED THAN CAN BE
PRACTICES.
WHILE MINIMIZING DISTURBED AREAS. PROVISIONS WILL BE MADE FOR INSPECTION AND MAINTENANCE OF ALL
PERIMETER PROTECTION. CARE WILL BE TAKEN TO PROTECT AND AVOID NATURAL RESOURCES AND STEEP SLOPES, EXPOSED SOILS, MANAGEMENT OF STORMWATER RUNOFF, AND RETENTION OF SEDIMENT ON-SITE THROUGH
MAINTAIN NATURAL FLOW PATTERNS. PRACTICES WILL FOCUS ON REDUCING IMPERVIOUS AREAS, STABILIZATION OF
APPLICABLE STANDARDS AND SPECIFICATIONS IN ORDER TO PROTECT AND ENHANCE NATURAL RESOURCES AND
1. ALL EROSION AND SEDIMENT (E&S) CONTROL PRACTICES WILL BE DESIGNED ACCORDING TO THE LATEST
DETAILS
EROSION AND SEDIMENT CONTROL
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers
11000 Broken Land Pkwy, Suite 450
Columbia, MD 21044
Phone 410-884-3607 www.brudis.com
AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
MB 16
EN-05
CONTROL DETAILS
EROSION AND SEDIMENT
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers
11000 Broken Land Pkwy, Suite 450
Columbia, MD 21044
Phone 410-884-3607 www.brudis.com
AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
MB
LEGEND
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
PROPERTY BOUNDARY
PROP. ALIGNMNET
2+50
EX. MEAN HIGH WATER LINE
EX. MEAN LOW WATER LINE
EX. ELECTRIC LINE
EX. ELECTRIC POLE
TURBIDITY CURTAINTC
SCE
SUPER SILT FENCE
STABILIZED CONSTRUCTION
ENTRANCE
ARMOR STONE
VEGETATION
LIMIT OF DISTURBANCE
LIMIT OF WORK
NOTE
1. PROVIDE THE SAME DAY STABILIZATION FOR THE DISTURBED AREAS WHICH DO NOT DRAIN TO THE EROSION AND
SEDIMENT CONTROL DEVICES
2. THE CONTRACTOR SHALL DO THE CONSTRUCTION BY PHASES AND IF POSSIBLE THE DISTURBED AREA SHALL BE
LESS THAN 5,000 SF FOR EACH PHASE.
3. ROAD CLOSURE IS NOT PERMITTED. THE CONTRACTOR SHALL PROVIDE FOR MAINTENANCE OF TRAFFIC.
-10
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-10
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-9
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-6
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-6
-6 -6
-6 -6
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-4
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-3
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1 1
1 1
3 3
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101+00
102+00
103+00
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+50
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+50
+50
+50
B
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S E E
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BLACK WALNUT POINT RD
ES-01
20' 20'0 40'
SCALE: 1"=20'
AREAS
TEMPORARY STOCKPILE/STAGING
EROSION AND SEDIMENT CONTROL PLAN
PROPOSED SSF
301 WEST PRESTON STREET
DEPARTMENT OF GENERAL SERVICES
STATE OF MARYLAND
AP
DEPARTMENT OF GENERAL SERVICES
MDE NO 24-SF-0039
BRUDIS & ASSOCIATES, INC.
Consulting Engineers
11000 Broken Land Pkwy, Suite 450
Columbia, MD 21044
Phone 410-884-3607 www.brudis.com
AM
P.E., R.L.S., R.L.A., OR R.A. (CIRCLE ONE)
MD REGISTRATION NO. PRINTED NAME
ENGINEER UNDER THE LAW OF THE STATE OF MARYLAND.
APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR
PROFESSIONAL CERTIFICATION
52748 TALBOT COUNTY, MARYLAND
SET SHEET OF 24
CONTROL
BLACK WALNUT POINT NRMA SHORE EROSION
ANKUR PATEL
08/16/2024
DATE DESIGNER'S SIGNATURE
DATE: NOVEMBER, 2024
MB
LEGEND
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
PROPERTY BOUNDARY
PROP. ALIGNMNET
2+50
EX. MEAN HIGH WATER LINE
EX. MEAN LOW WATER LINE
EX. ELECTRIC LINE
EX. ELECTRIC POLE
TURBIDITY CURTAINTC
SCE
SUPER SILT FENCE
STABILIZED CONSTRUCTION
ENTRANCE
ARMOR STONE
VEGETATION
LIMIT OF DISTURBANCE
LIMIT OF WORK
NOTE
1. PROVIDE THE SAME DAY STABILIZATION FOR THE DISTURBED AREAS WHICH DO NOT DRAIN TO THE EROSION AND
SEDI…
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