02 P3003 IFC Drawings Vol 3.pdf
PDF 33 MB Posted
- Attached to
- P3003, Consolidated Communication Center, AAFB Federal contract opportunity
- Solicitation number
- N40080-21-R-9670
About this file
This solicitation is for the construction of a 79,374 square foot consolidated communication center at Joint Base Andrews in Maryland. The two-story steel and masonry facility will support critical communication functions for the Air Force, White House, and Defense Information System Agency. It will include communication infrastructure, environmental controls, parking area, exterior lighting and landscaping. In addition, the project scope involves demolishing two existing buildings totaling 105,841 square feet and removing associated infrastructure including electrical/communications ducts, HVAC equipment and fuel tanks. The solicitation was issued by the Department of the Navy Naval Facilities Engineering Command for the design and construction of the new communication center and demolition of the existing facilities. The closing date for proposals was not included in the document.
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Text version
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C-700
1553599
FIRE PROTECTION
BRANCH MANAGER
N A
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SCALE:
CONSTR. CONTR.
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
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P P
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DRAWFORM REVISION: 31 JANUARY 2017
CDA
JTG
OF
CHK
SATISFACTORY TO DATE
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED
THC
AS NOTED
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
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N40080-15-D-0452 TO 004
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
P-
KEY PLAN:
P R
O F E
S S
I O
N A
L
C
E R
T I F I C
A T I O
I
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N
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S U
C
N
S T
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C T
I O
N
A/E INFO
02/19/2021
BY MAJ BIRKHOLD VIA EMAIL
PM/DM JFH/EC
CHIEF ENG/ARCH
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
A
N
O
V E
R A
L L
SACSMS MLC
13108372
EROSION AND SEDIMENT CONTROL PLAN - OVERALL
SCALE: 1" = 100'
PLAN
NORTH
0 100' 200'
SCALE: 1" = 100'
SEE SHEET C-721, C-723, C-725
SEE SHEET C-711, C-713, C-715, 720, C-722, C-724
SEE SHEET C-710, C-712, C-714
SIP
SIP
SIP
SIP
SIP
SIP
SIP
SIP
SIP
SIP
C
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C W
D
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C W
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X
C W
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SIP
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GIP
SIP
CIP
SIP
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SIP
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CIP
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CIP
SIP
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SIP
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ROP2
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GIP
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D.A. TO SIP
0.80 AC
D.A. TO SIP
0.74 AC
D.A. TO SIP
0.76 AC
D.A. TO SIP
0.69 AC
D.A. TO SIP
0.76 AC
D.A. TO SIP
0.47 AC
D.A. TO SIP
0.47 AC
D.A. TO SIP
0.47 AC
D.A. TO SIP
0.47 AC
D.A. TO SIP
0.47 AC
D.A. TO SIP
0.47 AC
D.A. TO SIP
0.15 AC
D.A. TO SIP
0.17 AC
D.A. TO SIP
0.12 AC
D.A. TO SIP
0.23 AC
D.A. TO SIP
0.79 AC
D.A. TO SIP
0.11 AC
D.A. TO GIP
1.46 AC
ST-II 1
D.A. TO SIP
0.47 AC
D.A. TO CIP
0.03 AC
SUPER SILT FENCE
AVG. S<10%
MAX SLOPE L = 200'
SSF LF = 660'
D.A. TO SIP
0.18 AC
D.A. TO CIP
0.11 AC
D.A. TO TAB AND
GIP 0.40 AC
PEDESTRIAN ACCESS GATE
IN PERIMETER FENCE
D.A. TO SIP
0.47 AC
SD-13
SD-25
SD-9
SD-6
SD-12
SD-5
SD-4
SD-3
SD-11
SD-10
SD-20
SD-8
SD-2
SD-1
SD-27
SD-28
SD-26
ROP II
CLASS I RIPRAP
LA = 100'
W = 10'
D50 = 9.5"
T = 19"
MIN. RIPRAP HEIGHT = 2.6'
V10 = 5.29 FT/S
Q10 = 26.10 FT3/S
C-710
1553599
FIRE PROTECTION
BRANCH MANAGER
N A
V A
L
F
A C
I L
I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
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W A
S H
I N
G T
O N
C A
R
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G S
M
D
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E
A
N D
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W S
C A
R
I N
G S
M
D
R E
V D
A T
E
F I
M
E
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR.
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C O
M M
A N
D
D E
P A
R T
M E
T
V
Y
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CDA
JTG
OF
CHK
SATISFACTORY TO DATE
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED
THC
AS NOTED
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CO
NS
OL
ID
AT
ED
C
OM
MU
NI
CA
TI
ON
C
EN
TE
R
N40080-15-D-0452 TO 004
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
P-
KEY PLAN:
P R
O F E
S S
I O
N A
L
C
E R
T I F I C
A T I O
E R
E B
Y
C
E R
T I
A T
T H
E S
E
D
O C
U M
E N
R
E
P
R E
P A
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D
P
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D
B
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A
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D
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L A
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A N
D
L I C
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X P
I R
A T
I O
N
D
A T
E
I S
S U
N
S T
R U
C T
I O
N
A/E INFO
02/19/2021
BY MAJ BIRKHOLD VIA EMAIL
PM/DM JFH/EC
CHIEF ENG/ARCH
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
A
N
A
R E
H A
I T
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L
SACSMS MLC
13108373
EROSION AND SEDIMENT CONTROL PLAN - AREA 1 - PHASE 1 INITIAL
SCALE: 1" = 40'
PLAN
NORTH
0 40' 80'20'
SCALE: 1" = 40'
MATCH LINE SHEET C-711
1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,
LEGENDS, AND ABBREVIATIONS.
2. SEE SHEETS C-750, C-751, C-752, AND C-753 FOR
EROSION AND SEDIMENT CONTROL AND
STANDARD STABILIZATION NOTES.
3. NOTE TO CONTRACTOR: EROSION AND
SEDIMENT CONTROL WILL BE STRICTLY
ENFORCED.
4. ALL AREAS WITHIN THE LOD AND OUTSIDE ESC
CONTROL DRAINAGE AREAS WILL BE SUBJECT
TO SAME DAY STABILIZATION AT THE END OF
EACH DAY'S WORK.
GENERAL NOTES
LEGEND
SIP
ST-II
CWD - 15
ST-II
CLEAR WATER
DIVERSION PIPE
STANDARD INLET
PROTECTION
STONE/RIPRAP OUTLET
SEDIMENT TRAP ST II
CONSTRUCTION FENCE
RIPRAP INFLOW
PROTECTION
RRP
TREE PROTECTION
CIPCIP
CURB INLET PROTECTION
FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT
OR TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN;
a. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND
b. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED
AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.
MDE STANDARD STABILIZATION NOTE
DRAINAGE DIVIDE LINE
ROP2
ROCK OUTLET PROTECTION II
SSF SUPER SILT FENCE
GIP
GABION INLET
PROTECTION
TEMPORARY ASPHALT BERMTAB
TERMINAL POINT BETWEEN SSF
AND CONSTRUCTION FENCE
LOD
LIMITS OF DISTURBANCE
I I
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CIP
CIP
CIP
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C
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A -1
A -1
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TAB
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LOD
L
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L
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L
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L
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D
L
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L
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D
L O
D
L
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L O
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L
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D
L
O
D
L
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D
D.A. TO EARTH
DIKE 0.47 AC
D.A. TO CIP
0.25 AC
D.A. TO CIP
0.17 AC
D.A. TO CIP
0.09 AC
ST-II 1
DISCHARGE:
Q10 = 5.92 CFS
V10 = 2.06 FT/S
GATE IN
PERIMETER FENCE
SUPER SILT FENCE
AVG. S<10%
MAX SLOPE L = 180'
SSF LF = 250'
D.A. TO TAB AND
GIP 0.07 AC
STOCKPILE AREA
MAX HEIGHT = 20'
MAX SIDE SLOPE = 2:1
D.A. DIRECT TO
ST-II 0.19 AC
253.5
TOTAL D.A. TO ST-II
(INCLUDING EARTH DIKE
AND TABS) = 1.13 AC
C-711
1553599
FIRE PROTECTION
BRANCH MANAGER
N A
V A
L
F
A C
I L
I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
S
H
W A
S H
I N
G T
O N
C A
R
I N
G S
M
D
J O
I N
T
B
A S
E
A
N D
R E
W S
C A
R
I N
G S
M
D
R E
V D
A T
E
F I
M
E
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR.
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C O
M M
A N
D
D E
P A
R T
M E
T
V
Y
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CDA
JTG
OF
CHK
SATISFACTORY TO DATE
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED
THC
AS NOTED
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CO
NS
OL
ID
AT
ED
C
OM
MU
NI
CA
TI
ON
C
EN
TE
R
N40080-15-D-0452 TO 004
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
P-
KEY PLAN:
P R
O F E
S S
I O
N A
L
C
E R
T I F I C
A T I O
E R
E B
Y
C
E R
T I
A T
T H
E S
E
D
O C
U M
E N
R
E
P
R E
P A
R E
D
P
R O
V E
D
B
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M
E
A
C
E N
S E
D
P
R O
F E
S S
I O
N A
L
E
N G
I N
E E
R
U
N D
E
L A
T
A
M
A R
Y L
A N
D
L I C
E N
E
X P
I R
A T
I O
N
D
A T
E
I S
S U
N
S T
R U
C T
I O
N
A/E INFO
02/19/2021
BY MAJ BIRKHOLD VIA EMAIL
PM/DM JFH/EC
CHIEF ENG/ARCH
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
A
N
A
R E
H A
I T
I A
L
SACSMS MLC
13108374 0 40' 80'20'
SCALE: 1" = 40'
EROSION AND SEDIMENT CONTROL PLAN
- AREA 2 - PHASE 1 INITIAL
SCALE: 1" = 40'
PLAN
NORTH
MATCH LINE SHEET C-710
1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,
LEGENDS, AND ABBREVIATIONS.
2. SEE SHEETS C-750, C-751, C-752, AND C-753 FOR
EROSION AND SEDIMENT CONTROL AND
STANDARD STABILIZATION NOTES.
3. NOTE TO CONTRACTOR: EROSION AND SEDIMENT
CONTROL WILL BE STRICTLY ENFORCED.
4. ALL AREAS WITHIN THE LOD AND OUTSIDE ESC
CONTROL DRAINAGE AREAS WILL BE SUBJECT TO
SAME DAY STABILIZATION AT THE END OF EACH
DAY'S WORK.
GENERAL NOTES
LEGEND
ST-II
SCE
STABILIZED CONSTRUCTION
ENTRANCE
ST-II
STONE/RIPRAP OUTLET
SEDIMENT TRAP ST II
CONSTRUCTION
PERIMETER FENCE
CWS
CONCRETE WASHOUT
STRUCTURE
SSF SUPER SILT FENCE
STOCKPILE AREA
FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT
OR TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN;
a. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND
b. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED
AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.
MDE STANDARD STABILIZATION NOTE
DRAINAGE DIVIDE LINE
TEMPORARY ASPHALT BERMTAB
EARTH DIKE
CIPCIP
CURB INLET PROTECTION
TERMINAL POINT BETWEEN SSF
AND CONSTRUCTION FENCE
LOD
LIMITS OF DISTURBANCE
GIP
GABION INLET
PROTECTION
SAME DAY STABILIZATION
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L
O
D
L
O
D
L
O
D L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
LOD
L O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
LOD
L
O
D
L O
D
L
O
D
LOD
L O
D
L
O
D
L O
D
L
O
D
L
O
D
L O
D
ST-II 1
ST-I 1
ST-I 2
D.A. TO CIP
0.15 AC
D.A. TO CIP
0.07 AC
D.A. TO CIP
0.03 AC
D.A. TO SIP
0.30 AC
D.A. TO SIP
0.80 AC
D.A. TO SIP
0.74 AC
D.A. TO SIP
0.76 AC
D.A. TO SIP
0.69 AC
D.A. TO SIP
0.76 AC
D.A. TO CIP
0.25 AC
D.A. TO CIP
0.19 AC
D.A. TO SIP
0.47 AC
D.A. TO CIP
0.14 AC
D.A. TO CIP
0.13 AC
D.A. TO SIP
0.60 AC
SUPER SILT FENCE
AVG. S<10%
MAX SLOPE L = 230'
SSF LF = 160'
D.A. TO SIP
0.77 AC
D.A. TO ST-I 2
1.20 AC
D.A. TO ST-I 1
1.40 AC
D.A. TO TAB
AND GIP
0.12 AC
D.A. TO SIP
0.18 AC
D.A. TO GIP
0.72 AC
D.A. TO SIP
0.46 AC
GIP
CIP
CIP
CIP
C
C
C
C
C
C W
D
C
C W
D
C
X
C
C
C
C
SIP
SIP
SIP
SIP
SIP
SIP
CIP
CIP
CIP
SIP
C
CIP
SIP
C W
D
T
A
B
T
A
B
SIP
SIP
GIP
SIP
SIP
CIP
CIP
CIP
CIP
SIP
A
A
A
A
C W
D
RRP
RRP
RRP
ROP2
ROP2
ROP2
ROP2
ROP2
C
W
S
A
D.A. TO CIP
0.25 AC
D.A. TO CIP
0.15 AC
D.A. TO CIP
0.05 AC
D.A. TO CIP
0.17 AC
D.A. TO CIP
0.07 AC
D.A. TO EARTH
DIKE 0.17 AC
D.A. TO SIP
0.22 AC
P
P
P
P-116
P-18
SD-25
SD-6
SD-5
SD-4
SD-19
SD-3
SD-2
SD-1
SD-8
SD-27
SD-9
SD-10
SD-11
SD-12
SD-13
STDI-1571
C-712
1553599
FIRE PROTECTION
BRANCH MANAGER
N A
V A
L
F
A C
I L
I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
S
H
W A
S H
I N
G T
O N
C A
R
I N
G S
M
D
J O
I N
T
B
A S
E
A
N D
R E
W S
C A
R
I N
G S
M
D
R E
V D
A T
E
F I
M
E
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR.
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C O
M M
A N
D
D E
P A
R T
M E
T
V
Y
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CDA
JTG
OF
CHK
SATISFACTORY TO DATE
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED
THC
AS NOTED
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CO
NS
OL
ID
AT
ED
C
OM
MU
NI
CA
TI
ON
C
EN
TE
R
N40080-15-D-0452 TO 004
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
P-
KEY PLAN:
P R
O F E
S S
I O
N A
L
C
E R
T I F I C
A T I O
E R
E B
Y
C
E R
T I
A T
T H
E S
E
D
O C
U M
E N
R
E
P
R E
P A
R E
D
P
R O
V E
D
B
Y
M
E
A
C
E N
S E
D
P
R O
F E
S S
I O
N A
L
E
N G
I N
E E
R
U
N D
E
L A
T
A
M
A R
Y L
A N
D
L I C
E N
E
X P
I R
A T
I O
N
D
A T
E
I S
S U
N
S T
R U
C T
I O
N
A/E INFO
02/19/2021
BY MAJ BIRKHOLD VIA EMAIL
PM/DM JFH/EC
CHIEF ENG/ARCH
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
A
N
A
R E
H A
T E
R I M
SACSMS MLC
13108375
EROSION AND SEDIMENT CONTROL PLAN
- AREA 1 - PHASE 1 INTERIM
SCALE: 1" = 40'
PLAN
NORTH
0 40' 80'20'
SCALE: 1" = 40'
MATCH LINE SHEET C-713
1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,
LEGENDS, AND ABBREVIATIONS.
2. SEE SHEETS C-750, C-751, C-752, AND C-753 FOR
EROSION AND SEDIMENT CONTROL AND
STANDARD STABILIZATION NOTES.
3. PROVIDE SAME DAY STABILIZATION IN UTILITY
TRENCH AREAS.
4. NOTE TO CONTRACTOR: EROSION AND SEDIMENT
CONTROL WILL BE STRICTLY ENFORCED.
4. ALL AREAS WITHIN THE LOD AND OUTSIDE ESC
CONTROL DRAINAGE AREAS WILL BE SUBJECT TO
SAME DAY STABILIZATION AT THE END OF EACH
DAY'S WORK.
5.
GENERAL NOTES
LEGEND
CIP
ST-II
CWD - 15
CIP
ST-II
CLEAR WATER
DIVERSION PIPE
CURB INLET PROTECTION
STONE/RIPRAP OUTLET
SEDIMENT TRAP ST II
CONSTRUCTION
PERIMETER FENCE
TREE PROTECTION
SIPSIP
STANDARD INLET
PROTECTION
FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT
OR TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN;
a. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND
b. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED
AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.
MDE STANDARD STABILIZATION NOTE
SSF SUPER SILT FENCE
ROP2
ROCK OUTLET PROTECTION II
DRAINAGE DIVIDE LINE
TEMPORARY ASPHALT BERMTAB
EARTH DIKE
TERMINAL POINT BETWEEN SSF
AND CONSTRUCTION FENCE
LOD
LIMITS OF DISTURBANCE
GIP
GABION INLET
I I I
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
D.A. TO CIP
0.17 AC
D.A. TO CIP
0.09 AC
D.A. TO EARTH
DIKE 0.13 AC
D.A. TO CIP
0.13 AC
SUPER SILT FENCE
AVG. S<10%
MAX SLOPE L = 180'
SSF LF = 250'
C
W
S
CIP
CIP
CIP
S
C
E
A -1
A -1
A
T
A
B
TAB
A -1
A -1
A
A
A
GIP
GATE IN PERIMETER
FENCE
D.A. TO EARTH
DIKE 0.09 AC
D.A. TO CIP
0.25 AC
STOCKPILE AREA
MAX HEIGHT = 20'
MAX SIDE SLOPE = 2:1
D.A. TO TAB AND
GIP 0.12 AC
TOTAL D.A. TO ST-II
(INCLUDING EARTH DIKE
AND TABS) = 0.33 AC
253.5
ST-II 1
DISCHARGE:
Q10 = 0.05 CFS
V10 = 0.33 FT/S
D.A. TO CIP
0.25 AC
C-713
1553599
FIRE PROTECTION
BRANCH MANAGER
N A
V A
L
F
A C
I L
I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
S
H
W A
S H
I N
G T
O N
C A
R
I N
G S
M
D
J O
I N
T
B
A S
E
A
N D
R E
W S
C A
R
I N
G S
M
D
R E
V D
A T
E
F I
M
E
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR.
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C O
M M
A N
D
D E
P A
R T
M E
T
V
Y
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CDA
JTG
OF
CHK
SATISFACTORY TO DATE
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED
THC
AS NOTED
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CO
NS
OL
ID
AT
ED
C
OM
MU
NI
CA
TI
ON
C
EN
TE
R
N40080-15-D-0452 TO 004
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
P-
KEY PLAN:
P R
O F E
S S
I O
N A
L
C
E R
T I F I C
A T I O
E R
E B
Y
C
E R
T I
A T
T H
E S
E
D
O C
U M
E N
R
E
P
R E
P A
R E
D
P
R O
V E
D
B
Y
M
E
A
C
E N
S E
D
P
R O
F E
S S
I O
N A
L
E
N G
I N
E E
R
U
N D
E
L A
T
A
M
A R
Y L
A N
D
L I C
E N
E
X P
I R
A T
I O
N
D
A T
E
I S
S U
N
S T
R U
C T
I O
N
A/E INFO
02/19/2021
BY MAJ BIRKHOLD VIA EMAIL
PM/DM JFH/EC
CHIEF ENG/ARCH
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
A
N
A
R E
H A
T E
R I M
SACSMS MLC
13108376 0 40' 80'20'
SCALE: 1" = 40'
EROSION AND SEDIMENT CONTROL PLAN
- AREA 2 - PHASE 1 INTERIM
SCALE: 1" = 40'
PLAN
NORTH
MATCH LINE SHEET C-712
1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,
LEGENDS, AND ABBREVIATIONS.
2. SEE SHEETS C-750, C-751, C-752, AND C-753 FOR
EROSION AND SEDIMENT CONTROL AND STANDARD
STABILIZATION NOTES.
3. PROVIDE SAME DAY STABILIZATION IN UTILITY
TRENCH AREAS.
4. NOTE TO CONTRACTOR: EROSION AND SEDIMENT
CONTROL WILL BE STRICTLY ENFORCED.
4. ALL AREAS WITHIN THE LOD AND OUTSIDE ESC
CONTROL DRAINAGE AREAS WILL BE SUBJECT TO
SAME DAY STABILIZATION AT THE END OF EACH
DAY'S WORK.
GENERAL NOTES
LEGEND
CIP
ST-II
SCE
STABILIZED CONSTRUCTION
ENTRANCE
CIP
ST-II
CURB INLET PROTECTION
STONE/RIPRAP OUTLET
SEDIMENT TRAP ST II
CONSTRUCTION
PERIMETER FENCE
TREE PROTECTION
SSF SUPER SILT FENCE
STOCKPILE AREA
FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT
OR TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN;
a. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND
b. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED
AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.
MDE STANDARD STABILIZATION NOTE
DRAINAGE DIVIDE LINE
TEMPORARY ASPHALT BERMTAB
EARTH DIKE
TERMINAL POINT BETWEEN SSF
AND CONSTRUCTION FENCE
LOD
LIMITS OF DISTURBANCE
GIP
GABION INLET
SAME DAY STABILIZATION
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L
O
D
L
O
D
L
O
D L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
LOD
L O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
LOD
L
O
D
L O
D
L
O
D
LOD
L O
D
L
O
D
L O
D
L
O
D
L
O
D
L O
D
C-714
1553599
FIRE PROTECTION
BRANCH MANAGER
N A
V A
L
F
A C
I L
I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
S
H
W A
S H
I N
G T
O N
C A
R
I N
G S
M
D
J O
I N
T
B
A S
E
A
N D
R E
W S
C A
R
I N
G S
M
D
R E
V D
A T
E
F I
M
E
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR.
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C O
M M
A N
D
D E
P A
R T
M E
T
V
Y
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CDA
JTG
OF
CHK
SATISFACTORY TO DATE
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED
THC
AS NOTED
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CO
NS
OL
ID
AT
ED
C
OM
MU
NI
CA
TI
ON
C
EN
TE
R
N40080-15-D-0452 TO 004
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
P-
KEY PLAN:
P R
O F E
S S
I O
N A
L
C
E R
T I F I C
A T I O
E R
E B
Y
C
E R
T I
A T
T H
E S
E
D
O C
U M
E N
R
E
P
R E
P A
R E
D
P
R O
V E
D
B
Y
M
E
A
C
E N
S E
D
P
R O
F E
S S
I O
N A
L
E
N G
I N
E E
R
U
N D
E
L A
T
A
M
A R
Y L
A N
D
L I C
E N
E
X P
I R
A T
I O
N
D
A T
E
I S
S U
N
S T
R U
C T
I O
N
A/E INFO
02/19/2021
BY MAJ BIRKHOLD VIA EMAIL
PM/DM JFH/EC
CHIEF ENG/ARCH
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
A
N
A
R E
H A
N
A L
SACSMS MLC
13108377
EROSION AND SEDIMENT CONTROL PLAN
- AREA 1 - PHASE 1 FINAL
SCALE: 1" = 40'
PLAN
NORTH
0 40' 80'20'
SCALE: 1" = 40'
MATCH LINE SHEET C-715
1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,
LEGENDS, AND ABBREVIATIONS.
2. SEE SHEETS C-750, C-751, C-752, AND C-753 FOR
EROSION AND SEDIMENT CONTROL AND
STANDARD STABILIZATION NOTES.
3. NOTE TO CONTRACTOR: EROSION AND SEDIMENT
CONTROL WILL BE STRICTLY ENFORCED.
4. ALL AREAS WITHIN THE LOD AND OUTSIDE ESC
CONTROL DRAINAGE AREAS WILL BE SUBJECT
TO SAME DAY STABILIZATION AT THE END OF
EACH DAY'S WORK.
GENERAL NOTES
WORK NOTES
1. APPLY TOPSOIL, MULCH, AND PERMANENT
SEEDING.
FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT
OR TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN;
a. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND
b. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED
AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.
MDE STANDARD STABILIZATION NOTE
LEGEND
I I I
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
C-715
1553599
FIRE PROTECTION
BRANCH MANAGER
N A
V A
L
F
A C
I L
I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
S
H
W A
S H
I N
G T
O N
C A
R
I N
G S
M
D
J O
I N
T
B
A S
E
A
N D
R E
W S
C A
R
I N
G S
M
D
R E
V D
A T
E
F I
M
E
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR.
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C O
M M
A N
D
D E
P A
R T
M E
T
V
Y
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CDA
JTG
OF
CHK
SATISFACTORY TO DATE
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED
THC
AS NOTED
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CO
NS
OL
ID
AT
ED
C
OM
MU
NI
CA
TI
ON
C
EN
TE
R
N40080-15-D-0452 TO 004
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
P-
KEY PLAN:
P R
O F E
S S
I O
N A
L
C
E R
T I F I C
A T I O
E R
E B
Y
C
E R
T I
A T
T H
E S
E
D
O C
U M
E N
R
E
P
R E
P A
R E
D
P
R O
V E
D
B
Y
M
E
A
C
E N
S E
D
P
R O
F E
S S
I O
N A
L
E
N G
I N
E E
R
U
N D
E
L A
T
A
M
A R
Y L
A N
D
L I C
E N
E
X P
I R
A T
I O
N
D
A T
E
I S
S U
N
S T
R U
C T
I O
N
A/E INFO
02/19/2021
BY MAJ BIRKHOLD VIA EMAIL
PM/DM JFH/EC
CHIEF ENG/ARCH
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
A
N
A
R E
H A
N
A L
SACSMS MLC
13108378 0 40' 80'20'
SCALE: 1" = 40'
EROSION AND SEDIMENT CONTROL PLAN -
AREA 2 - PHASE 1 FINAL
SCALE: 1" = 40'
PLAN
NORTH
MATCH LINE SHEET C-714
1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,
LEGENDS, AND ABBREVIATIONS.
2. SEE SHEETS C-750, C-751, C-752, AND C-753 FOR
EROSION AND SEDIMENT CONTROL AND
STANDARD STABILIZATION NOTES.
3. NOTE TO CONTRACTOR: EROSION AND SEDIMENT
CONTROL WILL BE STRICTLY ENFORCED.
4. ALL AREAS WITHIN THE LOD AND OUTSIDE ESC
CONTROL DRAINAGE AREAS WILL BE SUBJECT TO
SAME DAY STABILIZATION AT THE END OF EACH
DAY'S WORK.
GENERAL NOTES
WORK NOTES
1. APPLY TOPSOIL, MULCH ,AND PERMANENT
SEEDING.
FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT
OR TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN;
a. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND
b. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED
AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.
MDE STANDARD STABILIZATION NOTE
LEGEND
I I I
I I I
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
S
S
F
S
S
F
S
S
F
S
S
F
S
S
F
S
S
F
SSF
SSF
S
S
F
S
S
F
S
S
F
S
S
F
S
S
F
SIP
SIP
SIP
SIP
SIP
SIP
SIP
S
S
F
S
S
F
S
S
F
S
S
F
S
S
F
S
S
F
CIP
CIP
CIP
SIP
C
W
S
C
W
S
CIP
S
C
E
S
C
E
SIP
SIP
SIP
D.A. TO SIP
0.75 AC
D.A. TO CIP
0.25 AC
D.A. TO SIP
0.09 AC
GATE IN
PERIMETER FENCE
SUPER SILT FENCE
AVG. S<10%
MAX SLOPE L = 200'
SSF LF = 450'
SUPER SILT FENCE
AVG. S<10%
MAX SLOPE L = 300'
SSF LF = 1640'
GATE IN
PERIMETER FENCE
SUPER SILT FENCE
AVG. S<10%
MAX SLOPE L = 180'
SSF LF = 210'
SUPER SILT FENCE
AVG. S 10-20%
MAX SLOPE L = 190'
SSF LF = 360'
D.A. TO SIP
0.18 AC
D.A. TO SIP
0.09 AC
D.A. TO SIP
0.57 AC
D.A. TO SIP
0.13 AC
D.A. TO SIP
0.05 AC
D.A. TO SIP
0.06 AC
D.A. TO CIP
0.17 AC
D.A. TO SIP
0.53 AC
D.A. TO SIP
0.11 AC
D.A. TO CIP
0.09 AC
D.A. TO CIP
0.09 AC
SUPER SILT FENCE
AVG. S<10%
MAX SLOPE L = 300'
SSF LF = 1640'
D.A. TO SIP
0.40 AC
C-720
1553599
FIRE PROTECTION
BRANCH MANAGER
N A
V A
L
F
A C
I L
I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
S
H
W A
S H
I N
G T
O N
C A
R
I N
G S
M
D
J O
I N
T
B
A S
E
A
N D
R E
W S
C A
R
I N
G S
M
D
R E
V D
A T
E
F I
M
E
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR.
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C O
M M
A N
D
D E
P A
R T
M E
T
V
Y
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CDA
JTG
OF
CHK
SATISFACTORY TO DATE
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED
THC
AS NOTED
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CO
NS
OL
ID
AT
ED
C
OM
MU
NI
CA
TI
ON
C
EN
TE
R
N40080-15-D-0452 TO 004
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
P-
KEY PLAN:
P R
O F E
S S
I O
N A
L
C
E R
T I F I C
A T I O
E R
E B
Y
C
E R
T I
A T
T H
E S
E
D
O C
U M
E N
R
E
P
R E
P A
R E
D
P
R O
V E
D
B
Y
M
E
A
C
E N
S E
D
P
R O
F E
S S
I O
N A
L
E
N G
I N
E E
R
U
N D
E
L A
T
A
M
A R
Y L
A N
D
L I C
E N
E
X P
I R
A T
I O
N
D
A T
E
I S
S U
N
S T
R U
C T
I O
N
A/E INFO
02/19/2021
BY MAJ BIRKHOLD VIA EMAIL
PM/DM JFH/EC
CHIEF ENG/ARCH
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
A
N
A
R E
H A
I T
I A
L
SACSMS MLC
13108379 0 40' 80'20'
SCALE: 1" = 40'
EROSION AND SEDIMENT CONTROL PLAN -
AREA 2 - PHASE 2 INITIAL
SCALE: 1" = 40'
PLAN
NORTH
M A
T C
H
L
I N
E
S
H E
1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,
LEGENDS, AND ABBREVIATIONS.
2. SEE SHEETS C-750, C-751, C-752, AND C-753 FOR
EROSION AND SEDIMENT CONTROL AND
STANDARD STABILIZATION NOTES.
3. NOTE TO CONTRACTOR: EROSION AND SEDIMENT
CONTROL WILL BE STRICTLY ENFORCED.
4. ALL AREAS WITHIN THE LOD AND OUTSIDE ESC
CONTROL DRAINAGE AREAS WILL BE SUBJECT
TO SAME DAY STABILIZATION AT THE END OF
EACH DAY'S WORK.
5. BID OPTION INCLUDES ALL WORK SHOWN ON
THIS SHEET
GENERAL NOTES
LEGEND
CIP
SIP
STABILIZED CONSTRUCTION
ENTRANCE
CIP
SIP
CURB INLET PROTECTION
STANDARD INLET
PROTECTION
SUPER SILT FENCE
SSF
SCE
CONSTRUCTION FENCE
TREE PROTECTION
CWS
CONCRETE WASHOUT
STRUCTURE
FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT
OR TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN;
a. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND
b. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED
AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.
MDE STANDARD STABILIZATION NOTE
DRAINAGE DIVIDE LINE
TERMINAL POINT BETWEEN SSF
AND CONSTRUCTION FENCE
IIIIIII
IIIIII
I I I I I I
IIIIII
III
III
II
I
II
I
II
I
I I I I I I
II
I
II
I
II
I
II
I
III
III
III
III
III
III
L
O
D
LOD
L O
D
LOD
L
O
D
LOD
LOD
L
O
D
L
O
D
L
O
D
LOD
L O
D
LOD
L O
D
L
O
D
L
O
D
L O
D L
O D
L O
D
L
O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
S S
F S
S F
S
S
F
SSF
SSF
SSF
SIP
S S
F
S
S
F
S
S
F
SSF
SSF
SIP
CIP
SIP
AGIP
AGIP
CIP
CIP
SUPER SILT FENCE
AVG. S<10%
MAX SLOPE L = 300'
SSF LF = 1640'
D.A. TO SIP
0.14 AC
D.A. TO CIP
0.05 AC
D.A. TO SIP
0.03 AC
D.A. TO CIP
0.03 AC
D.A. TO CIP
0.18 AC
D.A. TO SIP
0.11 AC
D.A. TO AGIP
0.05 AC
D.A. TO AGIP
0.06 AC
C-721
1553599
FIRE PROTECTION
BRANCH MANAGER
N A
V A
L
F
A C
I L
I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
S
H
W A
S H
I N
G T
O N
C A
R
I N
G S
M
D
J O
I N
T
B
A S
E
A
N D
R E
W S
C A
R
I N
G S
M
D
R E
V D
A T
E
F I
M
E
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR.
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C O
M M
A N
D
D E
P A
R T
M E
T
V
Y
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CDA
JTG
OF
CHK
SATISFACTORY TO DATE
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED
THC
AS NOTED
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CO
NS
OL
ID
AT
ED
C
OM
MU
NI
CA
TI
ON
C
EN
TE
R
N40080-15-D-0452 TO 004
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
P-
KEY PLAN:
P R
O F E
S S
I O
N A
L
C
E R
T I F I C
A T I O
E R
E B
Y
C
E R
T I
A T
T H
E S
E
D
O C
U M
E N
R
E
P
R E
P A
R E
D
P
R O
V E
D
B
Y
M
E
A
C
E N
S E
D
P
R O
F E
S S
I O
N A
L
E
N G
I N
E E
R
U
N D
E
L A
T
A
M
A R
Y L
A N
D
L I C
E N
E
X P
I R
A T
I O
N
D
A T
E
I S
S U
N
S T
R U
C T
I O
N
A/E INFO
02/19/2021
BY MAJ BIRKHOLD VIA EMAIL
PM/DM JFH/EC
CHIEF ENG/ARCH
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
A
N
A
R E
H A
I T
I A
L
SACSMS MLC
13108380 0 40' 80'20'
SCALE: 1" = 40'
EROSION AND SEDIMENT CONTROL PLAN -
AREA 3 - PHASE 2 INITIAL
SCALE: 1" = 40'
PLAN
NORTH
M A
T C
H
L
I N
E
S
H E
LEGEND
CIP
SIP
SSF
CIP
CURB INLET PROTECTION
STANDARD INLET
PROTECTION
SUPER SILT FENCE
CONSTRUCTION FENCE
TREE PROTECTION
1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,
LEGENDS, AND ABBREVIATIONS.
2. SEE SHEETS C-750, C-751, C-752, AND C-753 FOR
EROSION AND SEDIMENT CONTROL AND
STANDARD STABILIZATION NOTES.
3. NOTE TO CONTRACTOR: EROSION AND SEDIMENT
CONTROL WILL BE STRICTLY ENFORCED.
4. ALL AREAS WITHIN THE LOD AND OUTSIDE ESC
CONTROL DRAINAGE AREAS WILL BE SUBJECT TO
SAME DAY STABILIZATION AT THE END OF EACH
DAY'S WORK.
5. BID OPTION INCLUDES ALL WORK SHOWN ON THIS
SHEET.
GENERAL NOTES
FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT
OR TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN;
a. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND
b. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED
AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.
MDE STANDARD STABILIZATION NOTE
DRAINAGE DIVIDE LINE
AGIP
AT-GRADE INLET
PROTECTION
TERMINAL POINT BETWEEN SSF
AND CONSTRUCTION FENCE
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
SIP
SIP
SIP
SIP
SIP
CIP
CIP
CIP
C
W
S
C
W
S
CIP
S
C
E
S
C
E
SIP
CIP
SIP
CIP
CIP
CIP
SIP
SIP
S
S
F
S
S
F
S
S
F
S
S
F
S
S
F
S
S
F
SSF
SSF
S
S
F
S
S
F
S
S
F
S
S
F
S
S
F
S
S
F
S
S
F
S
S
F
S
S
F
S
S
F
S
S
F
GATE IN
PERIMETER FENCE
SUPER SILT FENCE
AVG. S<10%
MAX SLOPE L = 300'
SSF LF = 1640'
GATE IN
PERIMETER FENCE
SUPER SILT FENCE
AVG. S<10%
MAX SLOPE L = 180'
SSF LF = 210'
SUPER SILT FENCE
AVG. S 10-20%
MAX SLOPE L = 190'
SSF LF = 360'
SUPER SILT FENCE
AVG. S<10%
MAX SLOPE L = 300'
SSF LF = 1640'
D.A. TO SIP
0.03 AC
D.A. TO CIP
0.04 AC
D.A. TO CIP
0.02 AC
D.A. TO CIP
0.03 AC
D.A. TO CIP
0.07 AC
D.A. TO CIP
0.11 AC
D.A. TO CIP
0.11 AC
D.A. TO SIP
0.86 AC
D.A. TO SIP
0.70 AC
D.A. TO SIP
0.55 AC
D.A. TO SIP
0.51 AC
D.A. TO CIP
0.11 AC
D.A. TO SIP
0.05 AC
D.A. TO CIP
0.25 AC
D.A. TO SIP
0.34 AC
D.A. TO SIP
0.61 AC
D.A. TO SIP
0.70 AC
C-722
1553599
FIRE PROTECTION
BRANCH MANAGER
N A
V A
L
F
A C
I L
I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
S
H
W A
S H
I N
G T
O N
C A
R
I N
G S
M
D
J O
I N
T
B
A S
E
A
N D
R E
W S
C A
R
I N
G S
M
D
R E
V D
A T
E
F I
M
E
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR.
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C O
M M
A N
D
D E
P A
R T
M E
T
V
Y
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CDA
JTG
OF
CHK
SATISFACTORY TO DATE
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED
THC
AS NOTED
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CO
NS
OL
ID
AT
ED
C
OM
MU
NI
CA
TI
ON
C
EN
TE
R
N40080-15-D-0452 TO 004
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
P-
KEY PLAN:
P R
O F E
S S
I O
N A
L
C
E R
T I F I C
A T I O
E R
E B
Y
C
E R
T I
A T
T H
E S
E
D
O C
U M
E N
R
E
P
R E
P A
R E
D
P
R O
V E
D
B
Y
M
E
A
C
E N
S E
D
P
R O
F E
S S
I O
N A
L
E
N G
I N
E E
R
U
N D
E
L A
T
A
M
A R
Y L
A N
D
L I C
E N
E
X P
I R
A T
I O
N
D
A T
E
I S
S U
N
S T
R U
C T
I O
N
A/E INFO
02/19/2021
BY MAJ BIRKHOLD VIA EMAIL
PM/DM JFH/EC
CHIEF ENG/ARCH
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
A
N
A
R E
H A
T E
R I M
SACSMS MLC
13108381 0 40' 80'20'
SCALE: 1" = 40'
EROSION AND SEDIMENT CONTROL PLAN -
AREA 2 - PHASE 2 INTERIM
SCALE: 1" = 40'
PLAN
NORTH
M A
T C
H
L
I N
E
S
H E
1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,
LEGENDS, AND ABBREVIATIONS.
2. SEE SHEETS C-750, C-751, C-752, AND C-753 FOR
EROSION AND SEDIMENT CONTROL AND
STANDARD STABILIZATION NOTES.
3. NOTE TO CONTRACTOR: EROSION AND SEDIMENT
CONTROL WILL BE STRICTLY ENFORCED.
4. ALL AREAS WITHIN THE LOD AND OUTSIDE ESC
CONTROL DRAINAGE AREAS WILL BE SUBJECT TO
SAME DAY STABILIZATION AT THE END OF EACH
DAY'S WORK.
5. BID OPTION INCLUDES ALL WORK SHOWN ON THIS
SHEET.
GENERAL NOTES
LEGEND
CIP
SIP
SSF
STABILIZED CONSTRUCTION
ENTRANCE
CIP
SIP
CURB INLET PROTECTION
STANDARD INLET
PROTECTION
SUPER SILT FENCE
SCE
CONSTRUCTION FENCE
TREE PROTECTION
CWS
CONCRETE WASHOUT
STRUCTURE
FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT
OR TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN;
a. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND
b. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED
AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.
MDE STANDARD STABILIZATION NOTE
DRAINAGE DIVIDE LINE
TERMINAL POINT BETWEEN SSF
AND CONSTRUCTION FENCE
I I I I I I
II
I
II
I
I I I I I I
II
I
II
I
II
I
II
I
III
III
III
III
L
O
D
LOD
L O
D
LOD
L
O
D
LOD
LOD
L
O
D
L
O
D
L
O
D
LOD
L O
D
LOD
L O
D
L
O
D
L
O
D
L O
D L
O D
L O
D
L
O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
SUPER SILT FENCE
AVG. S<10%
MAX SLOPE L = 300'
SSF LF = 1640'
D.A. TO SIP
0.37 AC
D.A. TO SIP
0.22 AC
D.A. TO SIP
0.25 AC
D.A. TO SIP
0.25 AC
D.A.TO SIP
0.05 AC
D.A. TO SIP
0.68 AC
SIP
SIP
SIP
SIP
SIP
SIP
S S
F S
S F
S
S
F
SSF
SSF
SSF
S S
F
S
S
F
S
S
F
SSF
SSF
C-723
1553599
FIRE PROTECTION
BRANCH MANAGER
N A
V A
L
F
A C
I L
I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
S
H
W A
S H
I N
G T
O N
C A
R
I N
G S
M
D
J O
I N
T
B
A S
E
A
N D
R E
W S
C A
R
I N
G S
M
D
R E
V D
A T
E
F I
M
E
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR.
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C O
M M
A N
D
D E
P A
R T
M E
T
V
Y
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CDA
JTG
OF
CHK
SATISFACTORY TO DATE
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED
THC
AS NOTED
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CO
NS
OL
ID
AT
ED
C
OM
MU
NI
CA
TI
ON
C
EN
TE
R
N40080-15-D-0452 TO 004
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
P-
KEY PLAN:
P R
O F E
S S
I O
N A
L
C
E R
T I F I C
A T I O
E R
E B
Y
C
E R
T I
A T
T H
E S
E
D
O C
U M
E N
R
E
P
R E
P A
R E
D
P
R O
V E
D
B
Y
M
E
A
C
E N
S E
D
P
R O
F E
S S
I O
N A
L
E
N G
I N
E E
R
U
N D
E
L A
T
A
M
A R
Y L
A N
D
L I C
E N
E
X P
I R
A T
I O
N
D
A T
E
I S
S U
N
S T
R U
C T
I O
N
A/E INFO
02/19/2021
BY MAJ BIRKHOLD VIA EMAIL
PM/DM JFH/EC
CHIEF ENG/ARCH
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
A
N
A
R E
H A
T E
R I M
SACSMS MLC
13108382 0 40' 80'20'
SCALE: 1" = 40'
EROSION AND SEDIMENT CONTROL PLAN -
AREA 3 - PHASE 2 INTERIM
SCALE: 1" = 40'
PLAN
NORTH
M A
T C
H
L
I N
E
S
H E
LEGEND
SIP
SSF
SIP
STANDARD INLET
PROTECTION
SUPER SILT FENCE
CONSTRUCTION
PERIMETER FENCE
TREE PROTECTION
1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,
LEGENDS, AND ABBREVIATIONS.
2. SEE SHEETS C-750, C-751, C-752, AND C-753 FOR
EROSION AND SEDIMENT CONTROL AND
STANDARD STABILIZATION NOTES.
3. NOTE TO CONTRACTOR: EROSION AND SEDIMENT
CONTROL WILL BE STRICTLY ENFORCED.
4. ALL AREAS WITHIN THE LOD AND OUTSIDE ESC
CONTROL DRAINAGE AREAS WILL BE SUBJECT TO
SAME DAY STABILIZATION AT THE END OF EACH
DAY'S WORK.
5. BID OPTION INCLUDES ALL WORK SHOWN ON THIS
SHEET
GENERAL NOTES
FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT
OR TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN;
a. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND
b. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED
AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.
MDE STANDARD STABILIZATION NOTE
DRAINAGE DIVIDE LINE
TERMINAL POINT BETWEEN SSF
AND CONSTRUCTION FENCE
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
C-724
1553599
FIRE PROTECTION
BRANCH MANAGER
N A
V A
L
F
A C
I L
I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
S
H
W A
S H
I N
G T
O N
C A
R
I N
G S
M
D
J O
I N
T
B
A S
E
A
N D
R E
W S
C A
R
I N
G S
M
D
R E
V D
A T
E
F I
M
E
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR.
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C O
M M
A N
D
D E
P A
R T
M E
T
V
Y
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CDA
JTG
OF
CHK
SATISFACTORY TO DATE
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED
THC
AS NOTED
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CO
NS
OL
ID
AT
ED
C
OM
MU
NI
CA
TI
ON
C
EN
TE
R
N40080-15-D-0452 TO 004
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
P-
KEY PLAN:
P R
O F E
S S
I O
N A
L
C
E R
T I F I C
A T I O
E R
E B
Y
C
E R
T I
A T
T H
E S
E
D
O C
U M
E N
R
E
P
R E
P A
R E
D
P
R O
V E
D
B
Y
M
E
A
C
E N
S E
D
P
R O
F E
S S
I O
N A
L
E
N G
I N
E E
R
U
N D
E
L A
T
A
M
A R
Y L
A N
D
L I C
E N
E
X P
I R
A T
I O
N
D
A T
E
I S
S U
N
S T
R U
C T
I O
N
A/E INFO
02/19/2021
BY MAJ BIRKHOLD VIA EMAIL
PM/DM JFH/EC
CHIEF ENG/ARCH
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
A
N
A
R E
H A
N
A L
SACSMS MLC
13108383 0 40' 80'20'
SCALE: 1" = 40'
EROSION AND SEDIMENT CONTROL PLAN -
AREA 2 - PHASE 2 FINAL
SCALE: 1" = 40'
PLAN
NORTH
M A
T C
H
L
I N
E
S
H E
1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,
LEGENDS, AND ABBREVIATIONS.
2. SEE SHEETS C-750, C-751, C-752, AND C-753 FOR
EROSION AND SEDIMENT CONTROL AND
STANDARD STABILIZATION NOTES.
3. NOTE TO CONTRACTOR: EROSION AND SEDIMENT
CONTROL WILL BE STRICTLY ENFORCED.
4. ALL AREAS WITHIN THE LOD AND OUTSIDE ESC
CONTROL DRAINAGE AREAS WILL BE SUBJECT
TO SAME DAY STABILIZATION AT THE END OF
EACH DAY'S WORK.
5. BID OPTION INCLUDES ALL WORK SHOWN ON
THIS SHEET.
GENERAL NOTES
WORK NOTES
1. APPLY TOPSOIL, MULCH ,AND PERMANENT
SEEDING.
FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT
OR TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN;
a. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND
b. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED
AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.
MDE STANDARD STABILIZATION NOTE
LEGEND
I I I I I I
II
I
II
I
II
I
I I I I I I
II
I
II
I
II
I
II
I
III
III
III
III
L
O
D
LOD
L O
D
LOD
L
O
D
LOD
LOD
L
O
D
L
O
D
L
O
D
LOD
L O
D
LOD
L O
D
L
O
D
L
O
D
L O
D L
O D
L O
D
L
O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
C-725
1553599
FIRE PROTECTION
BRANCH MANAGER
N A
V A
L
F
A C
I L
I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
S
H
W A
S H
I N
G T
O N
C A
R
I N
G S
M
D
J O
I N
T
B
A S
E
A
N D
R E
W S
C A
R
I N
G S
M
D
R E
V D
A T
E
F I
M
E
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR.
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C O
M M
A N
D
D E
P A
R T
M E
T
V
Y
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CDA
JTG
OF
CHK
SATISFACTORY TO DATE
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED
THC
AS NOTED
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CO
NS
OL
ID
AT
ED
C
OM
MU
NI
CA
TI
ON
C
EN
TE
R
N40080-15-D-0452 TO 004
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
P-
KEY PLAN:
P R
O F E
S S
I O
N A
L
C
E R
T I F I C
A T I O
E R
E B
Y
C
E R
T I
A T
T H
E S
E
D
O C
U M
E N
R
E
P
R E
P A
R E
D
P
R O
V E
D
B
Y
M
E
A
C
E N
S E
D
P
R O
F E
S S
I O
N A
L
E
N G
I N
E E
R
U
N D
E
L A
T
A
M
A R
Y L
A N
D
L I C
E N
E
X P
I R
A T
I O
N
D
A T
E
I S
S U
N
S T
R U
C T
I O
N
A/E INFO
02/19/2021
BY MAJ BIRKHOLD VIA EMAIL
PM/DM JFH/EC
CHIEF ENG/ARCH
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
A
N
A
R E
H A
N
A L
SACSMS MLC
13108384 0 40' 80'20'
SCALE: 1" = 40'
EROSION AND SEDIMENT CONTROL PLAN -
AREA 3 - PHASE 2 FINAL
SCALE: 1" = 40'
PLAN
NORTH
M A
T C
H
L
I N
E
S
H E
WORK NOTES
1. APPLY TOPSOIL, MULCH ,AND PERMANENT
SEEDING.
1. SEE SHEETS C-001 AND C-002 FOR SITE NOTES,
LEGENDS, AND ABBREVIATIONS.
2. SEE SHEETS C-750, C-751, C-752, AND C-753 FOR
EROSION AND SEDIMENT CONTROL AND
STANDARD STABILIZATION NOTES.
3. NOTE TO CONTRACTOR: EROSION AND SEDIMENT
CONTROL WILL BE STRICTLY ENFORCED.
4. ALL AREAS WITHIN THE LOD AND OUTSIDE ESC
CONTROL DRAINAGE AREAS WILL BE SUBJECT
TO SAME DAY STABILIZATION AT THE END OF
EACH DAY'S WORK.
5. BID OPTION INCLUDES ALL WORK SHOWN ON
THIS SHEET.
GENERAL NOTES
FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT
OR TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN;
a. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND
b. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED
AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.
MDE STANDARD STABILIZATION NOTE
LEGEND
1553599
FIRE PROTECTION
BRANCH MANAGER
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
S
H
W A
S H
I N
G T
O N
C A
R
I N
G S
M
D
J O
I N
T
B
A S
E
A
N D
R E
W S
C A
R
I N
G S
M
D
R E
V D
A T
E
F I
M
E
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR.
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C O
M M
A N
D
D E
P A
R T
M E
T
V
Y
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CDA
JTG
OF
CHK
SATISFACTORY TO DATE
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED
THC
AS NOTED
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CO
NS
OL
ID
AT
ED
C
OM
MU
NI
CA
TI
ON
C
EN
TE
R
N40080-15-D-0452 TO 004
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
P-
P R
O F E
S S
I O
N A
L
C
E R
T I F I C
A T I O
E R
E B
Y
C
E R
T I
A T
T H
E S
E
D
O C
U M
E N
R
E
P
R E
P A
R E
D
P
R O
V E
D
B
Y
M
E
A
A
T
I
A
C
E N
S E
D
P
R O
F E
S S
I O
N A
L
E
N G
I N
E E
R
U
N D
E
L A
T
A
M
A R
Y L
A N
D
L
I C
E N
E
X P
I R
A T
I O
N
D
A T
E
I S
S U
N
S T
R U
C T
I O
N
A/E INFO
02/19/2021
BY MAJ BIRKHOLD VIA EMAIL
PM/DM JFH/EC
CHIEF ENG/ARCH
C-750
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
O L
L E
G E
T
E S
SACSMS MLC
13108385
1. THE CONTRACTOR MUST NOTIFY MDE AT (410) 537-3510 SEVEN (7) DAYS BEFORE
COMMENCING ANY LAND DISTURBING ACTIVITY AND, UNLESS WAIVED BY MDE, MUST BE
REQUIRED TO HOLD A PRE-CONSTRUCTION MEETING BETWEEN PROJECT
REPRESENTATIVES AND A REPRESENTATIVE OF MDE.
2. THE CONTRACTOR MUST NOTIFY MDE IN WRITING AND BY TELEPHONE AT THE FOLLOWING
POINTS:
A. THE REQUIRED PRE-CONSTRUCTION MEETING.
B. FOLLOWING INSTALLATION OF SEDIMENT CONTROL MEASURES.
C. DURING THE INSTALLATION OF SEDIMENT BASINS (TO BE CONVERTED INTO
PERMANENT STORMWATER MANAGEMENT STRUCTURES) AT THE REQUIRED INSPECTION
POINTS (SEE INSPECTION CHECKLIST ON PLAN). NOTIFICATION PRIOR TO COMMENCING
CONSTRUCTION OF EACH STEP IS MANDATORY.
D. PRIOR TO REMOVAL OR MODIFICATION OF ANY SEDIMENT CONTROL STRUCTURE(S).
E. PRIOR TO REMOVAL OF ALL SEDIMENT CONTROL DEVICES.
F. PRIOR TO FINAL ACCEPTANCE.
3. THE PLAN APPROVAL LETTER, APPROVED EROSION AND SEDIMENT CONTROL PLANS, DAILY
LOG BOOKS, AND TEST REPORTS MUST BE AVAILABLE AT THE SITE FOR INSPECTION BY
DULY AUTHORIZED OFFICIALS OF MDE AND THE AGENCY RESPONSIBLE FOR THE PROJECT.
4. THE CONTRACTOR MUST CONSTRUCT ALL EROSION AND SEDIMENT CONTROL MEASURES
PER THE APPROVED PLAN AND CONSTRUCTION SEQUENCE AND MUST HAVE THEM
INSPECTED AND APPROVED BY THE MDE INSPECTOR PRIOR TO BEGINNING ANY OTHER
LAND DISTURBANCES. MINOR SEDIMENT CONTROL DEVICE LOCATION ADJUSTMENTS MAY BE
MADE IN THE FIELD WITH THE APPROVAL OF THE MDE INSPECTOR. THE CONTRACTOR MUST
ENSURE THAT ALL RUNOFF FROM DISTURBED AREAS IS DIRECTED TO THE SEDIMENT
CONTROL DEVICES AND MUST NOT REMOVE ANY EROSION OR SEDIMENT CONTROL
MEASURE WITHOUT PRIOR PERMISSION FROM MDE INSPECTOR. THE CONTRACTOR MUST
OBTAIN PRIOR AGENCY AND MDE APPROVAL FOR MODIFICATIONS TO THE EROSION AND
SEDIMENT CONTROL PLAN AND/OR SEQUENCE OF CONSTRUCTION.
5. THE MDE INSPECTOR HAS THE OPTION OF REQUIRING ADDITIONAL SAFETY OR SEDIMENT
CONTROL MEASURES, IF DEEMED NECESSARY.
6. THE CONTRACTOR MUST PROTECT ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS
TO PREVENT THE DEPOSITION OF MATERIALS ONTO PUBLIC ROADS. ALL MATERIALS
DEPOSITED ONTO PUBLIC ROADS MUST BE REMOVED IMMEDIATELY.
7. THE CONTRACTOR MUST INSPECT DAILY AND MAINTAIN CONTINUOUSLY IN AN EFFECTIVE
OPERATING CONDITION ALL EROSION AND SEDIMENT CONTROL MEASURES UNTIL SUCH
TIME AS THEY ARE REMOVED WITH PRIOR PERMISSION FROM THE MDE INSPECTOR.
8. EROSION AND SEDIMENT CONTROL FOR UTILITY CONSTRUCTION MUST BE PROVIDED IN
ACCORDANCE WITH APPROVED PLANS.
8A. UTILITY CONSTRUCTION MUST ONLY BE FOR AREAS WITHIN THE DELINEATED LIMIT OF
DISTURBANCE. CALL "MISS UTILITY" AT 1-800-257-7777 48 HOURS PRIOR TO THE START OF
WORK. WHEN SAME DAY STABILIZATION IS APPROVED:
A. EXCAVATED TRENCH MATERIAL MUST BE PLACED ON THE HIGH SIDE OF THE
TRENCH.
B. TRENCHES FOR UTILITY INSTALLATION MUST BE BACKFILLED, COMPACTED, AND
STABILIZED AT THE END OF EACH WORKING DAY. NO MORE TRENCH MUST BE OPENED THAN
CAN BE COMPLETED THE SAME DAY.
9. ALL WATER REMOVED FROM EXCAVATED AREAS MUST BE PASSED THROUGH AN MDE
APPROVED DEWATERING PRACTICE OR PUMPED TO A SEDIMENT TRAP OR BASIN PRIOR TO
DISCHARGE TO A FUNCTIONAL STORM DRAIN SYSTEM OR TO STABLE GROUND SURFACE.
10. CONCRETE WASHOUT STRUCTURES MUST BE USED WHEN CONCRETE TRUCKS, DRUMS,
PUMPS, CHUTES, OR OTHER EQUIPMENT IS RINSED OR CLEANED ON-SITE.
11. CONSTRUCTION ACTIVITIES PRODUCING DUST MUST IMPLEMENT CONTROL MEASURES TO
AVOID THE SUSPENSION OF DUST PARTICLES AND/OR PREVENT DUST FROM BLOWING
OFF-SITE OR TO AREAS WITHOUT TREATMENT.
12. FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY
STABILIZATION MUST BE COMPLETED WITHIN:
A. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER CONTROLS,
DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3
HORIZONTAL TO 1 VERTICAL (3:1); AND
B. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON
THE PROJECT SITE NOT UNDER ACTIVE GRADING.
13. VEGETATIVE STABILIZATION MUST BE PERFORMED IN ACCORDANCE WITH THE 2011
MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL.
REFER TO APPROPRIATE SPECIFICATIONS FOR TEMPORARY SEEDING, PERMANENT
SEEDING, MULCHING, SODDING, AND GROUND COVERS.
14. WHEN SEEDING, ALL DISTURBED AREAS WITH SLOPES FLATTER THAN 2:1 MUST BE
STABILIZED WITH 4 INCHES OF TOPSOIL, SEED, AND MULCH. ALL DISTURBED AREAS WITH
SLOPES 2:1 OR STEEPER MUST BE STABILIZED WITH MATTING OVER 2 INCHES OF TOPSOIL
AND SEED.
15. ALL SEDIMENT BASINS, TRAP EMBANKMENTS AND SLOPES, PERIMETER DIKES, SWALES AND
ALL DISTURBED SLOPES STEEPER OR EQUAL TO 3:1 MUST BE STABILIZED WITH SEED AND
ANCHORED STRAW MULCH, SOD, OR OTHER APPROVED STABILIZATION MEASURES, AS
SOON AS POSSIBLE BUT NO LATER THAN THREE (3) CALENDAR DAYS AFTER
ESTABLISHMENT. ALL AREAS DISTURBED OUTSIDE OF THE PERIMETER SEDIMENT CONTROL
SYSTEM MUST BE MINIMIZED. MAINTENANCE MUST BE PERFORMED AS NECESSARY TO
ENSURE CONTINUED STABILIZATION.
16. PERMANENT SWALES OR OTHER POINTS OF CONCENTRATED WATER FLOW MUST BE
STABILIZED WITH SEED AND AN APPROVED EROSION CONTROL MATTING, SOD, RIP-RAP, OR
OTHER APPROVED STABILIZATION MEASURES.
17. FOR STOCKPILE SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1), THE
CONTRACTOR MUST APPLY SEED AND ANCHORED STRAW MULCH, SOD, OR OTHER
APPROVED STABILIZATION MEASURES TO THE FACE OF THE STOCKPILE WITHIN THREE (3)
CALENDAR DAYS OF ACTIVITY HAVING CEASED ON THE RESPECTIVE FACE. FOR SLOPES 3:1
OR FLATTER, THE CONTRACTOR MUST APPLY STABILIZATION MEASURES TO THE FACE OF
THE STOCKPILE WITHIN SEVEN (7) CALENDAR DAYS OF ACTIVITY HAVING CEASED ON THE
RESPECTIVE FACE. MAINTENANCE MUST BE PERFORMED AS NECESSARY TO ENSURE
CONTINUED STABILIZATION.
18. FOR FINISHED GRADING, THE CONTRACTOR MUST PROVIDE ADEQUATE GRADIENTS TO
PREVENT WATER FROM PONDING FOR MORE THAN TWENTY-FOUR (24) HOURS AFTER THE
END OF A RAINFALL EVENT. DRAINAGE COURSES AND SWALE FLOW AREAS MAY TAKE AS
LONG AS FORTY-EIGHT (48) HOURS AFTER THE END OF A RAINFALL EVENT TO DRAIN. AREAS
DESIGNED TO HAVE STANDING WATER MUST NOT BE REQUIRED TO MEET THIS
REQUIREMENT.
19. WHERE DEEMED APPROPRIATE BY THE ENGINEER OR INSPECTOR, SEDIMENT BASINS AND
TRAPS MAY NEED TO BE SURROUNDED WITH AN APPROVED SAFETY FENCE. THE FENCE
MUST CONFORM TO LOCAL ORDINANCES AND REGULATIONS. THE DEVELOPER OR OWNER
MUST CHECK WITH LOCAL BUILDING OFFICIALS ON APPLICABLE SAFETY REQUIREMENTS.
WHERE SAFETY FENCE IS DEEMED APPROPRIATE AND LOCAL ORDINANCES DO NOT SPECIFY
FENCING SIZES AND TYPES, THE FOLLOWING MUST BE USED AS A MINIMUM STANDARD: THE
SAFETY FENCE MUST BE MADE OF WELDED WIRE AND AT LEAST 42 INCHES HIGH, HAVE
POSTS SPACED NO FARTHER APART THAN 8 FEET, HAVE MESH OPENINGS NO GREATER
THAN 2 INCHES IN WIDTH AND 4 INCHES IN HEIGHT WITH A MINIMUM OF 14 GAUGE WIRE.
SAFETY FENCE MUST BE MAINTAINED AND IN GOOD CONDITION AT ALL TIMES.
20. ALL SEDIMENT TRAP DEPTH DIMENSIONS ARE RELATIVE TO THE OUTLET ELEVATION. ALL
TRAPS MUST HAVE A STABLE OUTFALL. ALL TRAPS AND BASINS MUST HAVE STABLE INFLOW
POINTS.
21. SEDIMENT MUST BE REMOVED AND THE TRAP OR BASIN RESTORED TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE QUARTER OF THE TOTAL
DEPTH OF THE TRAP OR BASIN. TOTAL DEPTH MUST BE MEASURED FROM THE TRAP OR
BASIN BOTTOM TO THE CREST OF THE OUTLET.
22. SEDIMENT REMOVED FROM TRAPS (AND BASINS) MUST BE PLACED AND STABILIZED IN
APPROVED AREAS, BUT NOT WITHIN A FLOODPLAIN, WETLAND OR TREE-SAVE AREA. WHEN
PUMPING SEDIMENT LADEN WATER, THE DISCHARGE MUST BE DIRECTED TO AN MDE
APPROVED SEDIMENT TRAPPING DEVICE PRIOR TO RELEASE FROM THE SITE. A SUMP PIT
MAY BE USED IF SEDIMENT TRAPS THEMSELVES ARE BEING PUMPED OUT.
23. PRIOR TO REMOVAL OF SEDIMENT CONTROL MEASURES, THE CONTRACTOR MUST STABILIZE
AND HAVE ESTABLISHED PERMANENT STABILIZATION FOR ALL CONTRIBUTORY DISTURBED
AREAS USING SOD OR AN APPROVED PERMANENT SEED MIXTURE WITH REQUIRED SOIL
AMENDMENTS AND AN APPROVED ANCHORED MULCH. WOOD FIBER MULCH MAY ONLY BE
USED IN SEEDING SEASON WHERE THE SLOPE DOES NOT EXCEED 10% AND GRADING HAS
BEEN DONE TO PROMOTE SHEET FLOW DRAINAGE. AREAS BROUGHT TO FINISHED GRADE
DURING THE SEEDING SEASON MUST BE PERMANENTLY STABILIZED AS SOON AS POSSIBLE,
BUT NOT LATER THAN THREE (3) CALENDAR DAYS AFTER ESTABLISHMENT FOR SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) AND SEVEN (7) CALENDAR DAYS FOR
FLATTER SLOPES. WHEN PROPERTY IS BROUGHT TO FINISHED GRADE DURING THE MONTHS
OF NOVEMBER THROUGH FEBRUARY, AND PERMANENT STABILIZATION IS FOUND TO BE
IMPRACTICAL, TEMPORARY SEED AND ANCHORED STRAW MULCH MUST BE APPLIED TO
DISTURBED AREAS. THE FINAL PERMANENT STABILIZATION OF SUCH PROPERTY MUST BE
APPLIED BY MARCH 15 OR EARLIER IF GROUND AND WEATHER CONDITIONS ALLOW.
24. TEMPORARY SEDIMENT CONTROL DEVICES MUST BE REMOVED WITH PERMISSION OF THE
MDE INSPECTOR WITHIN THIRTY (30) CALENDAR DAYS FOLLOWING ESTABLISHMENT OF
PERMANENT STABILIZATION IN ALL CONTRIBUTORY DRAINAGE AREAS. UPON REMOVAL OF
SEDIMENT CONTROL DEVICES, THE AREA DISTURBED BY REMOVAL MUST BE STABILIZED
WITH TOPSOIL, SEED, AND MULCH, OR AS SPECIFIED, WITHIN 24 HOURS OF SAID REMOVAL.
STORMWATER MANAGEMENT STRUCTURES USED TEMPORARILY FOR SEDIMENT CONTROL
MUST BE CONVERTED TO THE PERMANENT CONFIGURATION WITHIN THIS TIME PERIOD AS
WELL.
25. OFF-SITE SPOIL OR BORROW AREAS ON STATE OR FEDERAL PROPERTY MUST HAVE PRIOR
APPROVAL BY MDE AND OTHER APPLICABLE STATE, FEDERAL, AND LOCAL AGENCIES;
OTHERWISE APPROVAL MUST BE GRANTED BY THE LOCAL AUTHORITIES. ALL WASTE AND
BORROW AREAS OFF-SITE MUST BE PROTECTED BY SEDIMENT CONTROL MEASURES AND
STABILIZED.
MDE EROSION AND SEDIMENT CONTROL GENERAL NOTES
18.73
TO BE DETERMINED BY
CONTRACTOR
27947
AT-GRADE INLET PROTECTION
COMBINATION INLET PROTECTION
ROCK OUTLET PROTECTION I
ROCK OUTLET PROTECTION II
ROCK OUTLET PROTECTION III
SILT FENCE ON PAVEMENT
STABILIZED CONSTRUCTION ENTRANCE
TEMPORARY GABION OUTLET STRUCTURE
SSD
AGIP
BB
CWD - 12
(DESIGNATION CWD-12
REFERS TO 12" CLEAR
WATER DIVERSION)
COIP
CIP
DF
PLACE DESIGNATION (e.g. A-1) ON
FLOW CHANNEL SIDE OF DIKE.
A-1
ES
FB
FB-A
FB-B
FL-18
DESIGNATION FL-18 REFERS TO
18 INCH DIAMETER FILTER LOG.
GP
GIP
LOD
MIP
MSIP
MB
PDS-1
ST-I
PP
PST
RPS
RRP
ROP1
ROPII
ROPIII
SF
SFOP
SIP
ST-II
ST-III
SP
BENCHING
BENCHING
CWP
CLEAR WATER PIPE
CONCRETE WASHOUT STRUCTURE
CWS
HDDD
TSSMC-lb/ft²
(INCLUDE SHEAR
STRESS)
TSSMS-lb/ft²
(INCLUDE SHEAR
STRESS)
PERMANENT SOIL STABILIZATION
MATTING CHANNEL
PERMANENT SOIL STABILIZATION
MATTING SLOPE
TEMPORARY SOIL STABILIZATION
MATTING CHANNEL
TEMPORARY SOIL STABILIZATION
MATTING SLOPE
PSSMC-lb/ft²
(INCLUDE SHEAR
STRESS)
PSSMS-lb/ft²
(INCLUDE SHEAR
STRESS)
BAFFLE BOARDS
CLEAR WATER DIVERSION PIPE
CURB INLET PROTECTION
DIVERSION FENCE
EARTH DIKE
EMERGENCY SPILLWAY
FILTER BAG
FILTER BERM
FILTER LOG
GABION INFLOW PROTECTION
GABION INLET PROTECTION
HORIZONTAL DRAW-DOWN DEVICE
LIMIT OF DISTURBANCE
MEDIAN INLET PROTECTION
MEDIAN SUMP INLET PROTECTION
MOUNTABLE BERM
PERIMETER DIKE/SWALE
PIPE OUTLET SEDIMENT TRAP ST I
PLUNGE POOL
PORTABLE SEDIMENT TANK
REMOVABLE PUMPING STATION
RIPRAP INFLOW PROTECTION
SILT FENCE
STANDARD INLET PROTECTION
STONE CHECK DAM
STONE/RIPRAP OUTLET SEDIMENT TRAP ST II
RIPRAP OUTLET SEDIMENT TRAP ST III
SUBSURFACE DRAINS
SUMP PIT
SUPER SILT FENCE
TEMPORARY ACCESS BRIDGE
TEMPORARY ACCESS CULVERT
TEMPORARY ASPHALT BERM
TEMPORARY BARRIER DIVERSION
SCE
CD
SSF
TAC
TBD
TGOS
TEMPORARY STONE OUTLET STRUCTURE
WASH RACK OPTION
VERTICAL DRAW-DOWN DEVICE
VDDD
TEMPORARY SWALE
WR
A-1
TSOS
PSD - 12
DESIGNATION PSD-12 REFERS
TO 12 IN PIPE SLOPE DRAIN.
PIPE SLOPE DRAIN
A-1
GP
GIP
LOD
MIP
MSIP
MB
PP
BENCHING
STANDARD SYMBOLS
26. SITE EARTHWORK INFORMATION:
A. AREA DISTURBED ACRES
B. TOTAL CUT CUBIC YARDS
C. TOTAL FILL CUBIC YARDS
D. NET IMPORT CUBIC YARDS
E. UNSUITABLE SOIL UNDERCUT CUBIC YARDS
F. TOTAL SOIL IMPORT CUBIC YARDS
G. OFF-SITE WASTE / BORROW AREA LOCATION:
20759
10000
30759
BRANCH MANAGER
N A
V A
L
F
A C
I L
I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
S
H
W A
S H
I N
G T
O N
C A
R
I N
G S
M
D
J O
I N
T
B
A S
E
A
N D
R E
W S
C A
R
I N
G S
M
D
R E
V D
A T
E
F I
M
E
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR.
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C O
M M
A N
D
D E
P A
R T
M E
T
V
Y
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 31 JANUARY 2017
CDA
JTG
OF
CHK
SATISFACTORY TO DATE
FOR COMMANDER NAVFAC
ACTIVITY
APPROVED
THC
AS NOTED
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
U N
C L
A S
S I F
I E
D
F
F
I C
I A
L
U
L
Y
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CO
NS
OL
ID
AT
ED
C
OM
MU
NI
CA
TI
ON
C
EN
TE
R
N40080-15-D-0452 TO 004
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
P-
P R
O F E
S S
I O
N A
L
C
E R
T I F I C
A T I O
E R
E B
Y
C
E R
T I
A T
T H
E S
E
D
O C
U M
E N
R
E
P
R E
P A
R E
D
P
R O
V E
D
B
Y
M
E
A
C
E N
S E
D
P
R O
F E
S S
I O
N A
L
E
N G
I N
E E
R
U
N D
E
L A
T
A
M
A R
Y L
A N
D
L I C
E N
E
X P
I R
A T
I O
N
D
A T
E
I S
S U
N
S T
R U
C T
I O
N
A/E INFO
02/19/2021
BY MAJ BIRKHOLD VIA EMAIL
PM/DM JFH/EC
CHIEF ENG/ARCH
C-751
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
T
E S
SACSMS MLC
13108386
FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION MUST BE
COMPLETED WITHIN;
a. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND
b. SEVEN (7) CALENDAR DAYS DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE NOT
UNDER ACTIVE GRADING.
M…
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