1624807Amendment4DWG.pdf
PDF 10 MB Posted
- Solicitation number
- N4008021R6986
About this file
This document outlines a federal contract opportunity for construction services issued by the Department of the Navy Naval Facilities Engineering Command. The solicitation seeks to construct a new single-story Marine Corps Reserve Center facility, vehicle maintenance facility, and organic storage shed at Camp Fretterd in Maryland. The primary reserve center building will be approximately 35,130 square feet with reinforced concrete foundations, concrete block and steel framing, brick exterior, and a metal roof. It will include an armory, drill hall, classrooms, fitness center, offices, and a covered weapons cleaning area. The vehicle maintenance facility will be approximately 10,968 square feet with similar construction and will include vehicle bays, offices, and a carpentry shop. The organic storage shed will be approximately 4,000 square feet with a concrete slab foundation, steel framing, metal siding, and metal roof. The solicitation number for this opportunity is N4008021R6986.
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Text version
GAZEBO
FALLEN WARRIOR MEMORIAL
D
D
D
D
D
D
D
MATCHLINE SHEET CS112
M A
T C
H L
I N
E
S
H E
E T
C
S
D = 20.0
N:668155.37
E:1357253.08
N:668248.34
E:1357207.71
N:668252.04
E:1357504.23
N:668138.25
E:1357504.49
N:668397.70
E:1357514.14
N:668206.44
E:1357526.20
N:668130.89
E:1357450.70
N:668228.03
E:1357388.16
D = 8.0
.5
6.0
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.5
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(T Y
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9.0
9.0 (TYP)
12.0
26.0
18.5'
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N:668125.59
E:1357521.17
R
R
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R
R
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.0
N:668438.87
E:1357240.03
R
R
N:668226.82
E:1357241.40
N:668296.27
E:1357255.66
N:668444.80
E:1357243.29
N:668059.55
E:1357197.10
N:668066.24
E:1357547.24
R
N:668200.08
E:1357531.29
N:668196.45
E:1357584.53
N:668379.66
E:1357597.00
N:668143.83
E:1357155.61
N:668130.08
E:1357158.80
N:668115.27
E:1357525.52
L
L
L
L
L
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N:668309.62
E:1357563.81
ALIGN DRIVEWAY WITH
COMMUNICATION
MAINTENANCE ROOM
C
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M A
R
IN
E C
O R
P S
R E
S E
R V
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N:668397.83
E:1357276.61
N:668398.56
E:1357265.93
N:668436.93
E:1357268.54
R
R
R
R
N:668137.80
E:1357211.59
0 30' 60'15'
GRAPHIC SCALE: 1" = 30'
N
CS111
N/A
S I T
E
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I M
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S I O
N I N
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P
L A
N
A
GENERAL SHEET NOTES
KEYED NOTES
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
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
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
A
M E
N D
M E
N
R E I S T E R S T O W N
M A R Y L A N D
1624807
C A M P
F R E T T E R D
M A
R I N
E
C
O R
P
R
S
E R
V
N
T E
R
N A
V A
L
F
A C
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N G
I N
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R I N
G
C
O M
M A
N D
W
A S
H I N
G T
O N
W A S H I N G T O N
D C
T H E
N A V Y
Y A R D
M A
R K
D E
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R I P
T I O
N D
A T
E A
P P
R
13133604
04/16/2021
AutoCAD SHX Text
RUE SAINT LO DRIVE
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
SITE DIMENSIONING PLAN - A
AutoCAD SHX Text 1" = 30'
AutoCAD SHX Text
1. ALL DIMENSIONS ARE TO FACE OF CURB/EDGE OF ALL DIMENSIONS ARE TO FACE OF CURB/EDGE OF PAVEMENT UNLESS NOTED OTHERWISE 2. BUILDING DIMENSIONS SHOWN ON THIS SHEET ARE FOR BUILDING DIMENSIONS SHOWN ON THIS SHEET ARE FOR INFORMATION PURPOSES ONLY. SEE ARCHITECTURE DRAWINGS FOR ALL BUILDING DIMENSIONS; RESERVE TRAINING CENTER - VOLUME 3, VEHICLE MAINTENANCE FACILITY & PUMP ENCLOSURE - VOLUME 4 AND ORGANIC STORAGE SHED - VOLUME 3.
AutoCAD SHX Text
1. RTC MECHANICAL CONCRETE PAD, 4'-1"x4'-6", DETAIL RTC MECHANICAL CONCRETE PAD, 4'-1"x4'-6", DETAIL C-501 2. PUMP ENCLOSURE GENERATOR CONCRETE PAD TO PUMP ENCLOSURE GENERATOR CONCRETE PAD TO MAINTAIN 5'-0" CLEAR FROM BUILDING, 12'-11"x4'-6", DETAIL C-501 C-501 3. COOLING TOWER CONCRETE PAD, 16'-4"x8'-10", DETAIL COOLING TOWER CONCRETE PAD, 16'-4"x8'-10", DETAIL C-501 4. DUMPSTER CONCRETE PAD, 14'-0"X12'-8" DUMPSTER CONCRETE PAD, 14'-0"X12'-8" SEE LANDSCAPE DRAWING FOR ENCLOSURE DETAIL
TironaD Image
L E
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T I O
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F
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T
STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
PROPOSED
GRADE
EXISTING GRADE
1.3' COVER
S T
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E
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STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50
PROPOSED GRADE
EXISTING GRADE
ENGINEERING
FILL MATERIAL
E L E
V A
T I O
N
E
T
E L E
V A
T I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
PROPOSED GRADE
EXISTING GRADE
S T
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W
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M A
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T I O
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E
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STATION
-0+50 0+00 0+50 1+00 1+50
EXISTING
GRADE
1.0' COVER
S T
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D U
C T
B A
M
M
A
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PROPOSED
GRADE
S T
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CG201
AS SHOWN
S T
O R
M
S
E W
O
F I L
E S
STORM PROFILE (B04 - A05)
SCALE = H: 1" = 40' / V: 1" = 5'
0 5' 10'2.5'
VERTICAL SCALE: 1" = 5'
0 40' 80'20'
HORIZONTAL SCALE: 1" = 40'
80'
15'
STORM PROFILE (A05 - A01)
SCALE = H: 1" = 40' / V: 1" = 5'
STORM PROFILE (A11 - A02)
SCALE = H: 1" = 40' / V: 1" = 5'
STORM PROFILE (B11 - B04)
SCALE = H: 1" = 40' / V: 1" = 5'
GENERAL SHEET NOTES
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
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
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
A
M E
N D
M E
R E I S T E R S T O W N
M A R Y L A N D
1624807
C A M P
F R E T T E R D
M A
R I N
E
C
O R
S
E R
N
T E
R
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
W
A S
H I N
G T
O N
W A S H I N G T O N
D C
T H E
N A V Y
Y A R D
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
13133613
04/16/2021
AutoCAD SHX Text
1. ALL STORM PIPES TO BE CLASS III RCP UNLESS ALL STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE NOTED. 2. SEE SHEET CG513 FOR STORM SEWER STRUCTURE SEE SHEET CG513 FOR STORM SEWER STRUCTURE SCHEDULE.
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V A
T I O
N
E
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STATION
-0+50 0+00 0+50 1+00 1+50
PROPOSED GRADE
1.5' COVER
EXISTING GRADE
S T
A
D U
C T
B A
M
M
A
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I N
G
S T
A
E L
E C
T R
I C
A L
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E D
X I N
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E L E
V A
T I O
N
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E L E
V A
T I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
1.5' COVER
EXISTING GRADE
PROPOSED GRADE
S T
A
W
A T
E R
M A
X
I N
G
E L
E V
A T
I O
N
E
T
E L
E V
A T
I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
1.7' COVER
1.5' COVER
EXISTING
GRADE
PROPOSED
GRADE
1.5' COVER
S T
A
S
A N
S
E W
X
I N
G
M
H
S T
A
W
A T
E R
M A
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S T
A
G
N
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A
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M A
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A
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R I C
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F E
E D
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C T
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F E
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A T
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N
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E L
E V
A T
I O
N
E
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STATION
-0+50 0+00 0+50 1+00 1+50
1.6' COVER
EXISTING GRADE
PROPOSED GRADE
S T
A
W
A T
E R
M A
X
I N
G
S T
A
G
N
E
X
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E L E
V A
T I O
N
E
T
E L E
V A
T I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50
EXISTING GRADE
PROPOSED
GRADE
E L E
V A
T I O
N
E
T
E L E
V A
T I O
N
E
T
STATION
-0+50 0+00 0+50 1+00
EXISTING
GRADE
PROPOSED
GRADE
O
U
T
O
B
F
R O
M
R
D
G
F
R O
M
B
F
R O
M
B
S T
A
O
T
O
B
S T
A
O
T
O
B
S T
A
CG202
AS SHOWN
S T
O R
M
S
E W
O
F I L
E S
0 5' 10'2.5'
VERTICAL SCALE: 1" = 5'
0 40' 80'20'
HORIZONTAL SCALE: 1" = 40'
80'
15'
STORM PROFILE (B33 - A05)
SCALE = H: 1" = 40' / V: 1" = 5'
STORM PROFILE (B12 - B04)
SCALE = H: 1" = 40' / V: 1" = 5'
STORM PROFILE (B22 - B04)
SCALE = H: 1" = 40' / V: 1" = 5'
STORM PROFILE (B40 - B32)
SCALE = H: 1" = 40' / V: 1" = 5'
STORM PROFILE (A02A - D02A)
SCALE = H: 1" = 40' / V: 1" = 5'
GENERAL SHEET NOTES
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
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
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
A
M E
N D
M E
R E I S T E R S T O W N
M A R Y L A N D
1624807
C A M P
F R E T T E R D
M A
R I N
E
C
O R
S
E R
N
T E
R
N A
V A
L
F
A C
I L
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I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
W
A S
H I N
G T
O N
W A S H I N G T O N
D C
T H E
N A V Y
Y A R D
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
STORM PROFILE (B42 - B41)
SCALE = H: 1" = 40' / V: 1" = 5'
13133614
04/16/2021
AutoCAD SHX Text
1. ALL STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE NOTED. ALL STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE NOTED. 2. SEE SHEET CG513 FOR STORM SEWER STRUCTURE SCHEDULE.SEE SHEET CG513 FOR STORM SEWER STRUCTURE SCHEDULE.
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STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
EXISTING GRADE
PROPOSED GRADE
ENGINEERING FILL
MATERIAL
S T
A
S
T O
I N
G
D
D
S T
A
W
A T
E R
M A
X
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G
1.5'
COVER
E L E
V A
T I O
N
E
T
E L E
V A
T I O
N
E
T
STATION
-0+50 0+00 0+50 1+00
EXISTING GRADE
PROPOSED GRADE
ENGINEERING
FILL MATERIAL
E L E
V A
T I O
N
E
T
E L E
V A
T I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
0.83' COVER
EXISTING GRADE
PROPOSED GRADE
S T
A
S
T O
I N
G
C
C
S T
A
S
T O
I N
G
A
A
S T
A
D U
C T
B A
M
M
A
X
I N
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S T
A
D U
C T
B A
M
M
A
X
I N
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E L
E V
A T
I O
N
E
T
E L
E V
A T
I O
N
E
T
STATION
-0+50 0+00 0+50 1+00
PROPOSED
GRADE
EXISTING
GRADE
O
T
O
D
F
R O
M
D
F
R O
M
D
S T
A
ENGINEERING
FILL MATERIAL
CG203
AS SHOWN
S T
O R
M
S
E W
O
F I L
E S
0 40' 80'20'
HORIZONTAL SCALE: 1" = 40'
80'
15'
STORM PROFILE (D11 - D01)
SCALE = H: 1" = 40' / V: 1" = 5'
STORM PROFILE (C06 - A02)
SCALE = H: 1" = 40' / V: 1" = 5'
STORM PROFILE (C10 - C04)
SCALE = H: 1" = 40' / V: 1" = 5'
GENERAL SHEET NOTES
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
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
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
A
M E
N D
M E
R E I S T E R S T O W N
M A R Y L A N D
1624807
C A M P
F R E T T E R D
M A
R I N
E
C
O R
S
E R
N
T E
R
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
W
A S
H I N
G T
O N
W A S H I N G T O N
D C
T H E
N A V Y
Y A R D
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
STORM PROFILE (D03 - D17)
SCALE = H: 1" = 40' / V: 1" = 5'
13133615
04/16/2021
AutoCAD SHX Text
1. ALL STORM PIPES TO BE CLASS III RCP ALL STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE NOTED. 2. SEE SHEET CG513 FOR STORM SEWER SEE SHEET CG513 FOR STORM SEWER STRUCTURE SCHEDULE.
E
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V A
T I O
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STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
PROPOSED GRADE
EXISTING GRADE
ENGINEERING
FILL MATERIAL
E L E
V A
T I O
N
E
T
E L E
V A
T I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
PROPOSED GRADE
EXISTING GRADE
ENGINEERING
FILL MATERIAL
E L E
V A
T I O
N
E
T
E L E
V A
T I O
N
E
T
STATION
-0+50 0+00 0+50 1+00
EXISTING GRADE
PROPOSED GRADE
E L E
V A
T I O
N
E
T
E L E
V A
T I O
N
E
T
STATION
-0+50 0+00 0+50 1+00 1+50
EXISTING GRADE
PROPOSED GRADE
E L E
V A
T I O
N
E
T
E L E
V A
T I O
N
E
T
STATION
-0+50 0+00 0+50 1+00
PROPOSED
GRADE
EXISTING
GRADE
CG204
AS SHOWN
S T
O R
M
S
E W
O
F I L
E S
0 40' 80'20'
HORIZONTAL SCALE: 1" = 40'
80'
15'
STORM PROFILE (D25 - D11)
SCALE = H: 1" = 40' / V: 1" = 5'
STORM PROFILE (D16 - D10)
SCALE = H: 1" = 40' / V: 1" = 5'
STORM PROFILE (D30 - D12)
SCALE = H: 1" = 40' / V: 1" = 5'
STORM PROFILE (D41 - D15)
SCALE = H: 1" = 40' / V: 1" = 5'
STORM PROFILE (D20A - D10)
SCALE = H: 1" = 40' / V: 1" = 5'
GENERAL SHEET NOTES
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
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
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
A
M E
N D
M E
R E I S T E R S T O W N
M A R Y L A N D
1624807
C A M P
F R E T T E R D
M A
R I N
E
C
O R
S
E R
N
T E
R
N A
V A
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F
A C
I L
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I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
W
A S
H I N
G T
O N
W A S H I N G T O N
D C
T H E
N A V Y
Y A R D
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
13133616
04/16/2021
AutoCAD SHX Text
1. ALL STORM PIPES TO BE CLASS III RCP UNLESS ALL STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE NOTED. 2. SEE SHEET CG513 FOR STORM SEWER STRUCTURE SEE SHEET CG513 FOR STORM SEWER STRUCTURE SCHEDULE.
SD
A01
SD
D01
SD
A10
SD
A02
SD
C01
SD
C02
SD
C03
SD
A11
SD
D02
SD
A03
SD
A20A
SD
A21A
D
D
D
SD
A02A
D
SD
D02A
D
SD
A21B
SD
A20B
SD
E02
SD
E01
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
LO
D
LOD
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
LO
D
LOD
LOD
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
STORMWATER FACILITY - A
1" = 30'
0 30' 60'15'
GRAPHIC SCALE: 1" = 30'
N
CG401
N/A
S T
O R
M W
A T
C
I L
I T
Y
A
DT
MRNF
120'
LEGEND
EXISTING CONTOUR (GIS)
EXISTING CONTOUR (SURVEY)
PROPOSED CONTOUR
LIMIT OF DISTURBANCE
MANHOLE
STORM SEWER PIPE
STORM GRATE/YARD INLET
STORM CURB INLET
TRENCH DRAIN
WETLANDS
FENCE LINE
FILTER MEDIA
RIP RAP
FLOW DIRECTION
SD
LOD
PROP. 12 IN. RCP
LOW FLOW PIPE
WITH 3 INCH ORIFICE CAP
AND RODENT SCREEN
OUTFALL INVERT = 661.75
Q100 = 0.53 CFS
CLASS 1 RIP RAP APRON
4.00 FT x 4.62 FT x 2.00 FT
(L X W X D)
PROP. 6 IN. UNDERDRAIN
OUTFALL INVERT = 663.50
WITH RODENT SCREEN
CLASS 1 RIPRAP APRON
2.00 FT x 2.83 FT x 2.00 FT
(L X W X D)
637 LF OF PERF
6 IN. UNDERDRAIN
WITH 15 CLEANOUTS
BIORETENTION BIO#1
TOP OF FACILITY 666.50
TOP OF BERM 670.00
DRY POND
TOP OF FACILITY 663.00
TOP OF BERM 670.00
6 FT WIDE TRAPEZOIDAL
RIPRAP WEIR
INVERT = 667.00
Q100 = 66.63 CFS
FOREBAY
BOT. OF FACILITY 667.00
TOP OF BERM 671.00
PEA GRAVEL WINDOW
8 FT TRAPEZOIDAL WEIR
INVERT = 669.00
OBSERVATION WELL (TYP.)
LOD
PLUNGE POOL
CLASS 3 RIPRAP
4 FT THICK
MANHOLE
TRENCH DRAIN
TRENCH DRAIN
10 FT COG INLET
10 FT COG INLET
S
U
R
V
Y
N
T
O
U
R
S
G
N
T
O
U
R
S
ORGANIC
STORAGE
VEHICLE
MAINTENANCE
SHOP
PROP. FLOWSPLITTER
12.00 FT x 12.00 FT (L X W)
PEAK WQV = 8.4 CFS
15" RCP WQ INV. OUT = 670.00
30" RCP BYPASS INV. OUT = 670.00
INTERNAL 16 FT LONG WEIR WALL
TOP OF WEIR = 672.50
3:1
3:1
10 FT COS INLET
10 FT COG INLET
BYPASS PIPE
FROM BIO#2
AND M-BIOS
#1,2,3,4,5
MANHOLE
ROOF DRAIN
CONNECTION
12 FT WIDE CELLULAR
CONFINEMENT ACCESS ROAD
F
T
W
I D
E
C
E L L U
L A
R
C O
N F
I N
E M
E N
T
A
C C
E S
S
R
O A
D
W
D
L
L
U
L
A
R
C
O
N
F
I
N
E
M
E
C
E
A
D
W
L
L
U
L
A
R
C
O
N
F
I
N
E
M
E
C
E
A
D
666.50
666.50
GATE
LOI-2
E
X
I
S
T
I
G
O
P
E
R
Y
N
E
MDE # 20-SF-0198
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
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
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
R E I S T E R S T O W N
M A R Y L A N D
1624807
C A M P
F R E T T E R D
M A
R I N
E
C
O R
S
E R
N
T E
R
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
W
A S
H I N
G T
O N
W A S H I N G T O N
D C
T H E
N A V Y
Y A R D
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
04/16/2021
A
M E
N D
M E
D
TWIN 24 IN. RCP
INVERT IN = 667.50
INVERT OUT = 667.00
Q = 12.10 CFS
PROP. UNDERDRAIN JUNCTION BOX
SOLID PVC J-TYPE CONNECTION
WITH 3" INCH ORIFICE CAP AND
BACKFLOW PREVENTOR
INVERT OUT = 664.00
13133617
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SEAL
STORMWATER FACILITY DETAILS
SCALE = N.T.S.
CG501
N/A
S T
O R
M
W
A T
C
I L
I T
Y
D
E T
A I L
S
MRNR
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
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
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
R E I S T E R S T O W N
M A R Y L A N D
1624807
C A M P
F R E T T E R D
M A
R I N
E
C
O R
S
E R
N
T E
R
N A
V A
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A C
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N G
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R I N
G
C
O M
M A
N D
W
A S
H I N
G T
O N
W A S H I N G T O N
D C
T H E
N A V Y
Y A R D
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
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04/16/2021
A
M E
N D
M E
13133619
AutoCAD SHX Text
BOTTOM OF THE BMP FACILITY
AutoCAD SHX Text
6" (TYP.)
AutoCAD SHX Text
3" (TYP.)
AutoCAD SHX Text
TOP OF FACILITY STABILIZATION (FLUSH WITH GROUND)
AutoCAD SHX Text PVC WITH WATERTIGHT SCREW CAP PERMANENTLY MARK FIELD MEASURED DEPTH TO INVERT ON CAP
AutoCAD SHX Text
6" MIN.
AutoCAD SHX Text
1'X1' CONCRETE PAD (POURED IN PLACE)
AutoCAD SHX Text
BIORETENTION SOIL MIX
AutoCAD SHX Text
COARSE SAND
AutoCAD SHX Text
NO. 7 AGGREGATE
AutoCAD SHX Text
NO. 57 AGGREGATE
AutoCAD SHX Text
AGGREGATE SECTION
AutoCAD SHX Text
MEDIA SECTION
AutoCAD SHX Text
PERFORATED 6" PPWP SUBDRAIN IN AGGREGATE SECTION
AutoCAD SHX Text
NON-PERFORATED 6" PPWP IN MEDIA SECTION
AutoCAD SHX Text
3" (TYP.)
AutoCAD SHX Text
BOTTOM OF THE BMP FACILITY
AutoCAD SHX Text
TOP OF FACILITY STABILIZATION (FLUSH WITH GROUND)
AutoCAD SHX Text PVC WITH WATERTIGHT SCREW CAP PERMANENTLY MARK FIELD MEASURED DEPTH TO INVERT ON CAP
AutoCAD SHX Text
PERFORATED 6" PPWP
AutoCAD SHX Text EXTEND CLEANOUT TO WQv DEPTH AS INDICATED ON SWM PLANS, 1'-0" MAX.
AutoCAD SHX Text
BIORETENTION SOIL MIX
AutoCAD SHX Text
COARSE SAND
AutoCAD SHX Text
NO. 7 AGGREGATE
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NO. 57 AGGREGATE
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AGGREGATE SECTION
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MEDIA SECTION
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NOT TO SCALE
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OBSERVATION WELL DETAIL
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NOT TO SCALE
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NON-PERFORATED 6" PPWP DOWN TO UNDERDRAIN
AutoCAD SHX Text
UNDERDRAIN CLEANOUT DETAIL
AutoCAD SHX Text NOTES: 1. PERFORATED PPWP SHALL BE WRAPPED PERFORATED PPWP SHALL BE WRAPPED WITH 1/4" GALVANIZED HARDWARE CLOTH WITH 1/4" GALVANIZED HARDWARE CLOTH
AutoCAD SHX Text
4" NO. 7 AGGREGATE
AutoCAD SHX Text
MIN 8" DEEP NO. 57 AGGREGATE
AutoCAD SHX Text
4" TOPSOIL
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4" COARSE SAND
AutoCAD SHX Text 1'
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FACILITIES - BIO#1 AND BIO#2
AutoCAD SHX Text
4" CLEANOUT WITH WATERTIGHT CAP
AutoCAD SHX Text
LENGTH (L)
AutoCAD SHX Text ESDv PONDING DEPTH 1' MAX
AutoCAD SHX Text
BIORETENTION PROFILE
AutoCAD SHX Text
6" (TYP.) KEY IN GEOTEXTILE
AutoCAD SHX Text
OBSERVATION WELL (WITH BOTTOM PLATE)
AutoCAD SHX Text
TYPE "E" MATTING AND LOWLAND OR UPLAND MEADOW ESTABLISHMENT
AutoCAD SHX Text
TYPE "D" MATTING AND LOWLAND OR UPLAND MEADOW ESTABLISHMENT
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NOT TO SCALE
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6" UNDERDRAIN
AutoCAD SHX Text
OBSERVATION WELL (WITH BOTTOM PLATE)
AutoCAD SHX Text
24" BIORETENTION SOIL MIX (BSM)
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LINEAR MICRO-BIORETENTION SECTION (TYP.)
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4" NO. 7 AGGREGATE
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4" COARSE SAND
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6" MIN. DEPTH
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CLEANOUT WITH SCREW CAP
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ASPHALT PAVEMENT
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6" (TYP.) KEY IN GEOTEXTILE
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24"BIORETENTION SOIL MIX (BSM)
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12" BELOW SUBDRAIN
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ESD
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24" NO. 57 AGGREGATE
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6FT
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6"SUBDRAIN PIPE SLOTTED PERFORATED PPWP
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TYPE "D" MATTING AND LOWLAND/UPLAND MEADOW ESTABLISHMENT
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FACILITIES - M-BIO#1, M-BIO#2, M-BIO#3, M-BIO#4, M-BIO#5
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NOT TO SCALE
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ASPHALT PAVEMENT
AutoCAD SHX Text 2:1
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ADDITIONAL 12" BELOW SUBDRAIN (BIO#2 ONLY)
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CLASS 0 RIPRAP
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SEAL
l e v a t i o n
Station
-0+50 0+00 1+00 2+00 3+00
-0+50 0+00 1+00 2+00 3+00
E l e v a t i o n
Station
59+50 60+00 61+00 61+50
59+50 60+00 61+00 61+50
BIORETENTION 1 - BASELINE A
0 30' 60'15'
HORIZONTAL SCALE: 1" = 30'
CG502
N/A
S T
O R
M W
A T
C
I L
I T
Y
D
E T
A I
DTMRNF
90'
TOP OF WEIR
WALL 672.50
MDE # 20-SF-0198
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
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
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
R E I S T E R S T O W N
M A R Y L A N D
1624807
C A M P
F R E T T E R D
M A
R I N
E
C
O R
S
E R
N
T E
R
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
W
A S
H I N
G T
O N
W A S H I N G T O N
D C
T H E
N A V Y
Y A R D
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
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04/16/2021
13133620
0 6' 12'3'
VERTICAL SCALE: 1" = 6'
18'
BIORETENTION 1 - BASELINE B
0 30' 60'15'
HORIZONTAL SCALE: 1" = 30'
90' 0 6' 12'3'
VERTICAL SCALE: 1" = 6'
18'
BIORETENTION 1 - FOREBAY WEIR DETAIL
NOT TO SCALE
BIORETENTION 1 - FLOW SPLITTER DETAIL
0 4' 8'2'
HORIZONTAL SCALE: 1" = 4'
12' 0 4' 8'2'
VERTICAL SCALE: 1" = 4'
12'
PLAN
ELEVATION (SECTION A-A)
EL 670.00
EL 669.00
EL 674.50
EL 680.00
EL 675.50
15" RCP WQ
INV. OUT = 670.00
30" RCP INFLOW
INV. IN = 670.00
30" RCP BYPASS
INV. OUT = 670.00
48" MANHOLE
COVER
30" RCP BYPASS
INV. OUT = 670.00
48" MANHOLE
COVER
LADDER RUNGS
30" RCP INFLOW
INV. IN = 670.00
15" RCP WQ
INV. OUT = 670.00
CIRCULAR CONCRETE RISER
WITH
1FT THICK WALLS
1'
'A'
12'
LADDER
RUNGS
10'
10'
6 IN THICK
WEIR WALL
5'
6'
6"
12'
'A'
1'
1'
EL 666.50
EL 664.50
EL 664.17
EL 663.83
EL 663.17
6" UNDERDRAIN
INVERT EL = 663.17
4'
FOREBAY WEIR
(SEE DETAIL THIS SHEET)
TOP OF WEIR
EL 669.00
TOP OF BERM
EL 671.00
EXISTING GROUND
PROPOSED GROUND
12FT ACCESS RD
WQ WSEL 669.00
WQ WSEL 667.50
4'
FOREBAY
BOT. EL = 667.00
TOP OF BERM
EL 670.00
1-YR WSEL 668.06
10-YR WSEL 668.49
100-YR WSEL 668.65
BIORETENTION 1
BIORETENTION 1
EL 666.50
EL 664.50
EL 664.17
EL 663.83
EL 663.17
TOP OF BERM
EL 671.00
12FT ACCESS ROAD
EXISTING GROUND
WQ WSEL 667.50
1-YR WSEL 668.06
10-YR WSEL 668.49
100-YR WSEL 668.65
PROPOSED GROUND
21 LF TWIN 24" RCP
WITH CONCRETE CRADLE
INV. IN = 667.50
INV. OUT = 667.00
Q10 = 9.19 CFS
V10 = 13.86 FPS
DRY POND
15'
2'
1-YR WSEL 665.74
10-YR WSEL 667.45
100-YR WSEL 668.60
EL 663.00
TYPE C ENDWALL
MDOT SHA STD. 345.01
TYPE C ENDWALL
MDOT SHA STD. 345.01
P I
S
P I
S
P I
S
P I
S
P I
S
P I
S
15" RCP
@ 1.97%
INVERT OUT
EL = 669.00
Q10 = 11.04 CFS
V10 = 8.78 FPS
TOP OF WEIR
EL = 669.00'
PROPOSED GROUND
TOP OF BERM
EL = 671.00'
8'
EXISTING GROUND
PEA GRAVEL
(NO.8 OR 9 STONE)
20'
GABION INFLOW
PROTECTION
3.00 FT WIDE CHANNEL
3.00 FT THICK GABION
(SEE DETAIL
THIS SHEET)
9'
TYPE C ENDWALL
MDOT SHA STD. 345.01
3'
GABION INFLOW
PROTECTION
9.00 FT WIDE CHANNEL
2.00 FT THICK GABION
(SEE DETAIL THIS SHEET)
2'
GEOTEXTILE
CLASS ST (WOVEN)
6" KEY IN TOP AND BOTTOM
WRAP ALL STONES TO
GROUND INTERFACES
1' 1'
PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT
THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND.
MARYLAND LICENSE NO.: 55667
EXPIRATION DATE: 02-12-2022
PROFESSIONAL CERTIFICATION:
BIORETENTION 1 - CONCRETE CRADLE
NOT TO SCALE
24"'
21"
6"
6"
24"'
4'
1.5'
NOTES:
1. CRADLE TO BE CONTINUOUS ALONG PIPE
2. CONCRETE FOR CRADLE TO BE MIX NO. 3
NOTES:
1. CONCRETE TO BE MIX NO. 6 (4500 PSI)
2. REINFORCING: WALLS - 2 LAYERS OF 4X4 - W6.0
X W6.0 WELDED WIRE FABRIC; BASE - 2 LAYERS
OF 4X4 - W7.0 X W7.0 WELDED WIRE FABRIC
3. GRADE AND SLOPE ADJUSTMENTS MIN. 2",
MAX. 9" SHALL BE COMPLETED IN THE FIELD
USING CONCRETE MIX NO. 6
A
M E
N D
M E
BIORETENTION 1 - GABION INFLOW PROTECTION FOR 15 IN RCP
NOT TO SCALE
9'
EXIT SECTION
0% SLOPE
6'
ENTRANCE
SECTION
3'
9'
BOTTOM OF
BIORETENTION 1
FOREBAY
EL = 667.00'
36 IN GABION
BASKET D50 = 1.3 FT
36 IN GABION BASKET
EXISTING GROUND
EXISTING GROUND
PROPOSED GROUND
PROPOSED TYPE C
ENDWALL
MDOT SHA STD. 354.01
15 IN RCP
SLOPE = 1.97%
Q10 = 11.04 CFS
V10 = 8.78 FPS
PROPOSED GROUND
GEOTEXTILE CLASS ST (WOVEN)
6" KEY IN TOP AND BOTTOM
WRAP ALL STONES TO
GROUND INTERFACES
GEOTEXTILE CLASS ST (WOVEN)
6" KEY IN TOP AND BOTTOM
WRAP ALL STONES TO
GROUND INTERFACES
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69+50 70+00 71+00 72+00 73+00
69+50 70+00 71+00 72+00 73+00
E l e v a t i o n
Station
80+00 81+00 82+00 82+50
80+00 81+00 82+00 82+50
DRY POND - BASELINE C
0 30' 60'15'
HORIZONTAL SCALE: 1" = 30'
CG503
N/A
S T
O R
M W
A T
C
I L
I T
Y
D
E T
A I
MDE # 20-SF-0198
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
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
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
R E I S T E R S T O W N
M A R Y L A N D
1624807
C A M P
F R E T T E R D
M A
R I N
E
C
O R
S
E R
N
T E
R
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
W
A S
H I N
G T
O N
W A S H I N G T O N
D C
T H E
N A V Y
Y A R D
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
04/16/2021
13133621
0 6' 12'3'
VERTICAL SCALE: 1" = 6'
18'
DRY POND - BASELINE D
0 30' 60'15'
HORIZONTAL SCALE: 1" = 30'
90' 0 6' 12'3'
VERTICAL SCALE: 1" = 6'
18'
DRY POND - OUTFALL WEIR DETAIL
NOT TO SCALE
DRY POND - PLUNGE POOL
NOT TO SCALE
6'
30'
TOP OF EARTH WEIR
EL = 667.00'
PROPOSED GROUND
TOP OF BERM
EL = 671.00'
EXISTING GROUND
PROPOSED GROUND
TOP OF BERM
EL = 671.00'
EXISTING GROUND
EXISTING GROUND
9'
TOP OF PLUNGE POOL
EL = 666.00'
4'
12'
TOP OF
PLUNGE POOL
EL = 666.00'
EXISTING GROUND
EL = 667.00'
GEOTEXTILE CLASS ST (WOVEN)
6" KEY IN TOP AND BOTTOM
WRAP ALL STONES TO
GROUND INTERFACES
GEOTEXTILE CLASS ST (WOVEN)
6" KEY IN TOP AND BOTTOM
WRAP ALL STONES TO
GROUND INTERFACES
CLASS 3
RIP RAP
CLASS 3
RIP RAP
6'
4'
TOP OF BERM
EL 671.00
1-YR WSEL 665.74
10-YR WSEL 667.45
100-YR WSEL 668.60
DRY POND BOTTOM EL 663.00
2-YR WSEL 666.76
EXISTING GROUND
30" RCP
@ 2.30%
INVERT OUT
EL = 669.00
Q10 = 41.60 CFS
V10 = 11.61 FPS
GABION INFLOW
PROTECTION
9.00 FT WIDE CHANNEL
3.00 FT THICK GABION
(SEE DETAIL ON SHEET CG506)
18'
3'
6' WIDE TRAPEZOIDAL
EARTH WEIR EL 667.00
(SEE DETAIL THIS SHEET)
Q10 = 7.41 CFS
V10 = 0.49 FPS
Q100 = 66.63 CFS
V100 = 0.88 FPS
PLUNGE POOL
(SEE DETAIL THIS SHEET)
PROPOSED GROUND
12FT ACCESS RD
TYPE C ENDWALL
MDOT SHA STD. 354.01
15'
EXISTING GROUND
48" DROP MANHOLE
MDOT SHA STD. 383.11
WITH 3" ORIFICE PLATE
DRAWDOWN
DEVICE
PROPOSED GROUND
4' MIN
TOP OF BERM
EL 671.00
12" RCPP
154 LF @ 1.03%
INV. IN 660.65
INV. OUT 659.06
CLASS 1 RIPRAP APRON
WITH GEOTEXTILE
CLASS ST (WOVEN)
4.00 FT X 4.62 FT X 2.00 FT
(L X W X D)
Q10 = 0.42 CFS
V10 = 1.70 FPS
DRY POND
BOTTOM
EL 663.00
1-YR WSEL 665.74
10-YR WSEL 667.45
100-YR WSEL 668.60
2-YR WSEL 666.76
EXISTING CHANNEL
SLOPE = 3.2%
NOTE: SEE LANDSCAPE PLANS
FOR PERMANENT STABILIZATION
4'
EL = 667.00
8'
4'
P I
S
P I
S
P I
S
P I
S
P I
S
P I
S
P I
S
PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT
THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND.
MARYLAND LICENSE NO.: 55667
EXPIRATION DATE: 02-12-2022
PROFESSIONAL CERTIFICATION:
CONCRETE CRADLE
SEE DETAIL
THIS SHEET
DRY POND - CONCRETE CRADLE
NOT TO SCALE
12"'
14"
6"
6"
1' 1'
NOTES:
1. CRADLE TO BE CONTINUOUS ALONG PIPE
2. CONCRETE FOR CRADLE TO BE MIX NO. 3
NOTES:
1. ALL PIPE CONNECTIONS TO BE WATERTIGHT.
STANDARD CONCRETE
END SECTION
MDOT SHA STD. 368.01
A
M E
N D
M E
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Station
39+50 40+00 41+00 42+00 43+00
39+50 40+00 41+00 42+00 43+00
BIORETENTION 2 - BASELINE E
0 30' 60'15'
HORIZONTAL SCALE: 1" = 30'
CG504
N/A
S T
O R
M W
A T
C
I L
I T
Y
D
E T
A I
MR
NF
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
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
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
R E I S T E R S T O W N
M A R Y L A N D
1624807
C A M P
F R E T T E R D
M A
R I N
E
C
O R
S
E R
N
T E
R
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
W
A S
H I N
G T
O N
W A S H I N G T O N
D C
T H E
N A V Y
Y A R D
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
04/16/2021
13133622
0 6' 12'3'
VERTICAL SCALE: 1" = 6'
18'
BIORETENTION 2 - FOREBAY WEIR DETAIL
NOT TO SCALE
BIORETENTION 2 - OUTFALL WEIR DETAIL
NOT TO SCALE
BIORETENTION 2 - PLUNGE POOL DETAIL
NOT TO SCALE
TOP OF WEIR
EL = 674.50'
PROPOSED GROUND
TOP OF BERM
EL = 675.50'
8'
EXISTING GROUND
PEA GRAVEL
(NO. 8 OR 9)
14'
10'
17.5'
TOP OF WEIR
EL = 674.25'
PROPOSED GROUND
TOP OF BERM
EL = 675.50'
EXISTING GROUND
GEOTEXTILE CLASS ST (WOVEN)
6" KEY IN TOP AND BOTTOM
WRAP ALL STONES TO
GROUND INTERFACES
1'
10'
EXISTING GROUND
EXISTING GROUND
15'
TOP OF
PLUNGE POOL
EL = 651.00'
2' 2'
16'
TOP OF
PLUNGE POOL
EL = 651.00'
EXISTING GROUND
TOP OF BERM
EL = 652.00'
2'
GEOTEXTILE CLASS ST (WOVEN)
6" KEY IN TOP AND BOTTOM
WRAP ALL STONES TO
GROUND INTERFACES
GEOTEXTILE CLASS ST (WOVEN)
6" KEY IN TOP AND BOTTOM
WRAP ALL STONES TO
GROUND INTERFACES
CLASS 1
RIP RAP
CLASS 1
RIP RAP
4'
EXISTING GROUND
15" RCP
@ 1.57%
INVERT OUT
EL = 674.50
Q10 = 2.31 CFS
V10 = 3.06 FPS
GABION INFLOW
PROTECTION
3.00 FT WIDE CHANNEL
2.00 FT THICK GABION
(SEE DETAIL ON THIS SHEET)
10' WIDE TRAPEZOIDAL
EARTH WEIR INV 674.25
(SEE DETAIL THIS SHEET)
Q10 = 2.11 CFS
V10 = 0.31 FPS
Q100 = 4.09 CFS
V100 = 0.39 FPS
PROPOSED GROUND
12FT ACCESS RD
O
P E
PLUNGE POOL
(SEE DETAIL THIS SHEET)
O
P
E
BIO 2
EL 673.50
EL 671.50
EL 671.17
EL 670.83
EL 669.16
WQ WSEL 674.00
1-YR WSEL 674.26
10-YR WSEL 674.37
100-YR WSEL 674.49
FOREBAY BOTTOM EL 673.50
WQ WSEL 674.50
FOREBAY WEIR
TOP OF BERM 675.50
WEIR INV 674.50
(SEE DETAIL THIS SHEET)
PERFORATED 6 INCH
PVC UNDERDRAIN
INV = 670.16
CLASS 1 RIPRAP
WITH GEOTEXTILE CLASS ST (WOVEN)
SLOPE PROTECTION
10' WIDE CHANNEL
2' THICK
TYPE C ENDWALL
MDOT SHA STD. 354.01
TOP OF BERM 675.50
12'
1'
23.28'
EL = 652.00
NOTE: SEE LANDSCAPE PLANS
FOR PERMANENT STABILIZATION
P I
S
P I
S
P I
S
E X
.2
S
L O
P E
PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT
THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND.
MARYLAND LICENSE NO.: 55667
EXPIRATION DATE: 02-12-2022
PROFESSIONAL CERTIFICATION:
1'1'
2'
4'
A
M E
N D
M E
BIORETENTION 2 - GABION INFLOW PROTECTION FOR 15 IN RCP
NOT TO SCALE
9'
EXIT SECTION
0% SLOPE
3'
9'
BOTTOM OF
BIORETENTION 2 FOREBAY
EL = 673.50'
24 IN GABION
BASKET D50 = 0.75 FT
24 IN
GABION
BASKET
EXISTING GROUND EXISTING GROUND
PROPOSED GROUND
PROPOSED GROUND
PROPOSED TYPE C
ENDWALL
MDOT SHA STD. 354.01
6'
ENTRANCE
SECTION
15 IN RCP
SLOPE = 1.57%
Q10 = 2.31 CFS
V10 = 3.06 FPS
GEOTEXTILE CLASS ST (WOVEN)
6" KEY IN TOP AND BOTTOM
WRAP ALL STONES TO
GROUND INTERFACES
GEOTEXTILE CLASS ST (WOVEN)
6" KEY IN TOP AND BOTTOM
WRAP ALL STONES TO
GROUND INTERFACES
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CG506
N/A
S T
O R
M W
A T
C
I L
I T
Y
D
E T
A I
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
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
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
R E I S T E R S T O W N
M A R Y L A N D
1624807
C A M P
F R E T T E R D
M A
R I N
E
C
O R
S
E R
N
T E
R
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
W
A S
H I N
G T
O N
W A S H I N G T O N
D C
T H E
N A V Y
Y A R D
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
04/16/2021
13133624
DRY POND - GABION INFLOW PROTECTION FOR 30 IN RCP
NOT TO SCALE
DRY POND - GABION INFLOW PROTECTION FOR TWIN 24 IN RCP
NOT TO SCALE
15'
EXIT SECTION
0% SLOPE
6'
ENTRANCE
SECTION
18'
EXIT SECTION
0% SLOPE
9'
9'
15'
15'
BOTTOM OF
DRY POND
EL = 663.00'
BOTTOM OF
DRY POND
EL = 663.00'
36 IN GABION BASKET
D50 = 1.3 FT
36 IN GABION BASKET
EXISTING GROUND
EXISTING GROUND
24 IN GABION
BASKET
D50 = 0.75 FT
24 IN GABION
BASKET
EXISTING GROUND
EXISTING GROUND
PROPOSED GROUND
PROPOSED TYPE C
ENDWALL
MDOT SHA STD. 354.01
PROPOSED GROUND
PROPOSED TYPE C
ENDWALL
MDOT SHA STD. 354.01
PROPOSED GROUND
PROPOSED GROUND
6'
ENTRANCE
SECTION
TWIN 24 IN RCP
SLOPE = 2.38%
Q10 = 9.19 CFS
V10 = 13.86 FPS
GEOTEXTILE CLASS ST (WOVEN)
6" KEY IN TOP AND BOTTOM
WRAP ALL STONES TO
GROUND INTERFACES
30 IN RCP
SLOPE = 2.30%
Q10 = 41.60 CFS
V10 = 11.61 FPS
GEOTEXTILE CLASS ST (WOVEN)
6" KEY IN TOP AND BOTTOM
WRAP ALL STONES TO
GROUND INTERFACES
GEOTEXTILE CLASS ST (WOVEN)
6" KEY IN TOP AND BOTTOM
WRAP ALL STONES TO
GROUND INTERFACES
GEOTEXTILE CLASS ST (WOVEN)
6" KEY IN TOP AND BOTTOM
WRAP ALL STONES TO
GROUND INTERFACES
PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT
THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND.
MARYLAND LICENSE NO.: 55667
EXPIRATION DATE: 02-12-2022
PROFESSIONAL CERTIFICATION:
DESIGNER CERTIFICATION
OWNER/DEVELOPER'S CERTIFICATION
AS-BUILT CERTIFICATION
BIO-1 (BIO-RETENTION)
MDE # 20-SF-0198
BIO-2 (BIO-RETENTION)
MBIO-1 (MICRO BIO-RETENTION)
MBIO-2 (MICRO BIO-RETENTION)
MBIO-3 (MICRO BIO-RETENTION)
MBIO-4 (MICRO BIO-RETENTION)
MBIO-5 (MICRO BIO-RETENTION)
A
M E
N D
M E
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CG512
N/A
S T
O R
M
S
E W
T
A I L
S
SCALE:
A3
STANDARD MANHOLE TYPE A COVER
MDSHA 383.32
NONE
ƒ ƒ
ˆ ˆ ˆ ˆ
SCALE:
C1
STANDARD CURB ON SUMP (COS) INLET
MHSHA DETAIL 374.41
NONE
ƒ ƒ ƒ ƒ ƒ „ ‰ ƒ ƒ
SCALE:
C2
STANDARD YARD INLET
MHSHA DETAIL 381.01
NONE
SCALE:
C4
DOWNSSPOUT CONNECTION DETAIL
FOR RTC AND OSS BUILDINGS
NONE
NOTES:
1. VALVE BOX SHALL BE CENTERED ON VALVE
2. A VALVE MARKER POST SHALL BE INSTALLED.
SCALE:
A5
STORM MANUAL
GATE VALVE
NONE
3000 psi CONC. COLLAR
SCALE:
A4
FLOW DIVERSION
MANHOLE
NONE
NOTES:
1. SEE SHEETS CG103 FOR STRUCTURE LOCATION.
B2
A2
D
C2
STR# A1 A2 B1 B2 C1 C2 DIM-D
A20A 15" 677.00 15" 676.75 15" 675.00 1' - 9"
A1
B1
C1
B Y
P A
S S
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
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
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
A
M E
N D
M E
R E I S T E R S T O W N
M A R Y L A N D
1624807
C A M P
F R E T T E R D
M A
R I N
E
C
O R
S
E R
N
T E
R
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
W
A S
H I N
G T
O N
W A S H I N G T O N
D C
T H E
N A V Y
Y A R D
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
13133626
04/16/2021
AutoCAD SHX Text
DETAIL OF CORRUGATIONS
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SECTION B-B
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SECTION A-A
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MIN. MAX.
AutoCAD SHX Text 1„""
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MATERIAL - CAST IRON APPROX. WEIGHT 170 LBS.
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NOTE: MANUFACTURER TO VERIFY THAT MANHOLE COVER IS DESIGNED FOR HS-25 LOADING.
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STANDARD TYPE 'D' FRAME & COVER SEE STANDARD MD-383.61
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3"RUSTPROOF PIPES 1'-0" LONG WITH FLANGE AT EACH END. FILL PIPES WITH CONCRETE.
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GUTTER PAN TO BE ROUGH FINISH
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FACE OF NORMAL CURB
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GUTTER PAN
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(SHOWN WITHOUT CONC. SLAB)
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BOTH ENDS
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"T" (THROAT OPENING)
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"L" (O.A. LENGHT)
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2" COVER
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TYP.
AutoCAD SHX Text ALL REINFORCEMENT TO BE #4 DIAMETER DEFORMED BARS @6" C/C 2 WAYS 2"COVER EXCEPT AS NOTED.
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FACE OF NORMAL CURB
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#4 DIAMETER DEFORMED BARS (12"LENGTHS)
AutoCAD SHX Text JOINT FILLER SHALL BE A CORK MATERIAL MEETING REQUIREMENTS OF AASHTO M-153 TYPE III
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INLET
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COS - 5
AutoCAD SHX Text
COS - 15
AutoCAD SHX Text "T"
AutoCAD SHX Text "L"
AutoCAD SHX Text
4" PAINTED WHITE STRIP (SOLID) (TO BE DONE BY OTHERS)
AutoCAD SHX Text 5'-8 "
AutoCAD SHX Text 5'-8 "
AutoCAD SHX Text 5'-8 "
AutoCAD SHX Text 1'-8"
AutoCAD SHX Text 1'-8"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-5"
AutoCAD SHX Text 4'-5"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text 5"
AutoCAD SHX Text
2" COVER
AutoCAD SHX Text
CONCRETE SLAB
AutoCAD SHX Text
SLAB ELEVATION
AutoCAD SHX Text 5" x " ANCHOR BOLTS, SPACED @ 3'-6" MAX. GALVANIZED AFTER WELDING
AutoCAD SHX Text 8"x4"x1/2" GALVANIZED
AutoCAD SHX Text 3"
AutoCAD SHX Text
SECTION C-C
AutoCAD SHX Text
5'-8 " TROUGH
AutoCAD SHX Text
5'-8 " TROUGH
AutoCAD SHX Text 5'-8 "
AutoCAD SHX Text 8 "
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text 4'-3 "
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text 8 "
AutoCAD SHX Text 8 "
AutoCAD SHX Text 8 "
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 4'-5"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-5"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 8 "
AutoCAD SHX Text 8 "
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
PLAN
AutoCAD SHX Text 20'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 8 "
AutoCAD SHX Text 5"
AutoCAD SHX Text 1-3 "
AutoCAD SHX Text 1-3 "
AutoCAD SHX Text 5"
AutoCAD SHX Text 8 "
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text 4'-3 "
AutoCAD SHX Text 5'-8 "
AutoCAD SHX Text 15'-8 "
AutoCAD SHX Text 17'-1 "
AutoCAD SHX Text
LADDER RUNGS ADJACENT TO MANHOLE
AutoCAD SHX Text
* THIS DIMENSION TO BE MAINTAINED FOR ALL STANDARD COS INLETS.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1'RADIUS
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THIS STANDARD TO BE USED WITH TYPE A CURB ONLY
AutoCAD SHX Text
PROVIDE 6"MIN. GRANULAR BEDDING ON FIRM SUBGRADE (BY OTHERS)
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
1. CONCRETE TO BE MIX NO. 2 (3,000 PSI).
AutoCAD SHX Text
2. SIZE, TYPE, AND DIRECTION OF INLET CONNECTION WILL VARY TO SUIT CONDITIONS.
AutoCAD SHX Text
3. SEE SHA LATEST SPECIFICATIONS FOR INLETS.
AutoCAD SHX Text
4. CURB OPENING SHOULD NOT ENCROACH ON CROSSWALK AREAS
AutoCAD SHX Text
6. BASE REINFORCEMENT SHALL BE ONE LAYER OF NO. 4 DEFORMED BARS @ 6" C/C , TWO WAYS, WITH 2" COVER FROM TOP OF BASE.
AutoCAD SHX Text
7. PLACE EXPANSION MATERIAL (SAME TYPE APPROVED FOR PAYMENT) AS INDICATED
AutoCAD SHX Text
8. ANGLES AND ANCHOR BOLTS TO BE GALVANIZED IN ACCORDANCE WITH ASTM A123 AFTER WELDING
AutoCAD SHX Text
9. INLET DEPTH MUST BE INCREASED WHEN PIPES LARGER THAN 18" AND USED UNDER THE TROUGH SECTION
AutoCAD SHX Text
10. LADDER RUNGS SHALL BE IN ACCORDANCE WITH STD MD 383.91 AND MD 383.92 OR AS DIRECTED BY THE ENGINEER.
AutoCAD SHX Text
11. FROM THE CURB LINE, INLET HAS BEEN DESIGNED FOR HS-25 LOADING ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR A MAXIMUM DEPTH OF 15'-0"
AutoCAD SHX Text
SECTION B-B
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INVERT TO SLOPE 2" PER FOOT TOWARD OUTLET OR AS DIRECTED.
AutoCAD SHX Text
SEE NOTE 6
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SEE NOTE 5
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NORMAL ROADWAY SLOPE
AutoCAD SHX Text 6 "
AutoCAD SHX Text
5'-8" MIN. DEPTH
AutoCAD SHX Text "A"
AutoCAD SHX Text 8 "
AutoCAD SHX Text 7"
AutoCAD SHX Text 4‚"
AutoCAD SHX Text 2 "
AutoCAD SHX Text 8"
AutoCAD SHX Text 6"
AutoCAD SHX Text 5"
AutoCAD SHX Text 8"
AutoCAD SHX Text
5. WHEN "A" IS LESS THAN 7'-0", WALL REINFORCEMENT SHALL BE ONE LAYER OF NO. 4 DEFORMED BARS @ 6" C/C, TWO WAYS, AND HAVE 3" COVER. WHEN "A" IS GREATER THAN 7'-0" AND LESS THAN THE 15'-0", WALL REINFORCEMENT TO BE TWO LAYERS OF NO. 4 DEFORMED BARS @ 6" C/C, TWO WAYS , ON INSIDE AND OUTSIDE OF WALL WITH 2" COVER.
AutoCAD SHX Text 2'-5"
AutoCAD SHX Text 8 "
AutoCAD SHX Text 8 "
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 5"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 2'-4"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 3‚""
AutoCAD SHX Text 2ƒ""
AutoCAD SHX Text 3‚""
AutoCAD SHX Text 3"
AutoCAD SHX Text 2ƒ""
AutoCAD SHX Text 6"
AutoCAD SHX Text
SLOPE GROUND TOWARD INLET
AutoCAD SHX Text
2"TYP
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DEPTH AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER.
AutoCAD SHX Text
INVERT TO BE CONCRETE OR BRICK AND TO SLOPE AT LEAST 2" PER FOOT TOWARD OUTLET
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(FOR BRICK ONLY)
AutoCAD SHX Text
" TYP.
AutoCAD SHX Text
8-CROSS BARS ON 4"C/C
AutoCAD SHX Text
" TYP.
AutoCAD SHX Text 26-ƒ"x„" VERTYICAL BEARING BARS ON 1‰" C/C"x„" VERTYICAL BEARING BARS ON 1‰" C/C" VERTYICAL BEARING BARS ON 1‰" C/C" C/C
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
1. GRATING TO BE GALVANIZED.
AutoCAD SHX Text
PIPE TYPE, SIZE, SLOPE & INVERT ELEVATION AS SHOWN ON THE PLANS
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
PLAN
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text 1'-2ž"
AutoCAD SHX Text 1'-2ž"
AutoCAD SHX Text 2'-5Ž"
AutoCAD SHX Text
AutoCAD SHX Text
8" MIN.
AutoCAD SHX Text
NOTE EXPANSION ANCHORS MAY BE USED INSTEAD OF BOLTS.
AutoCAD SHX Text
3'-6" MIN. DEPTH PAYMENT
AutoCAD SHX Text 2-2"x1‚"x‰"x2'-6" (CENTERED ON GRATE) "x‰"x2'-6" (CENTERED ON GRATE) "x2'-6" (CENTERED ON GRATE) TRIM VERTICAL LEG OF ANGLE TO ƒ" IN HEIGHT " IN HEIGHT WELD SECURELY TO GRATING AT EVERY 4TH BAR (WELDED AREAS TO BE TOUCHED UP WITH ZINC RICH PAINT AFTER WELDING.)
AutoCAD SHX Text
2. INLET TO BE CONSTRUCTED OF CONCRETE (MIX NO. 2) OR BRICK. WHEN INLET IS CONSRTUCTED OF CONCRETE ALL REINFORCING IS TO BE NO. 4 DEFORMED BARS 6 6" C/C.
AutoCAD SHX Text
6" DIA. PVC PIPE
AutoCAD SHX Text
6" DIA. PVC PIPE
AutoCAD SHX Text
4" DIA. PVC PIPE
AutoCAD SHX Text 8"x6" 45%%D PVC WYE
AutoCAD SHX Text
6" 45%%D PVC ELBOW
AutoCAD SHX Text 1%
AutoCAD SHX Text
6" 90%%D PVC ELBOW
AutoCAD SHX Text
4"X6" PVC ENLARGER
AutoCAD SHX Text
MANUFACTURER'S STANDARD
AutoCAD SHX Text
TRANSITIONAL COUPLING
AutoCAD SHX Text
CAST IRON DOWNSPOUT SHOE
AutoCAD SHX Text
DOWNSPOUT, SEE ARCH. DWGS
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
FOOTING
AutoCAD SHX Text
BUILDING WALL
AutoCAD SHX Text
6" 45%%D PVC ELBOW
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
PROFILE
AutoCAD SHX Text 8"x6" 45° PVC WYEOR 8"x8" 45° PVC WYE
AutoCAD SHX Text
6" OR 8" DIA. PVC PIPE SEE PLAN FOR PIPE SIZE
AutoCAD SHX Text
6" OR 8" DIA. PVC PIPE SEE PLAN FOR PIPE SIZE
AutoCAD SHX Text
SEAL
C-507
N/A
S I T
E
D
E T
A I L
S
SCALE:
C1
ORNAMENTAL SECURITY FENCE DETAIL
NONE
4" MAX.
SPACING
3" [76.2mm] (Latch Clearance)
15' - 0" Leaf Widths
2" [50.8mm](Hinge Clearance)
30' - 0" Gate Opening (Main Gate) 12' - 0" Gate Opening (Mechanical Yard)
2" [50.8mm] (Hinge Clearance)
2" [647.7mm]
2" [343.1mm]
Varies with
Height
36" [914.4mm] Min.
Footing depth
2" [50.8mm]
2" [50.8mm]
Pale welded to rail
Gate Rail
Values shown are nominal and not to be used for installation purposes.
Weld on Box Hinge
Post size varies with Height
Gate Upright 2" [50.8mm] x 12 ga.
Gate Rail 2" [50.8mm] x 12 ga.
4" [69.9mm] Pale
(.075" [1.9mm] wall) Standard Heights 8' [2438.4mm]
Weld on Box Hinge
Post size varies with Height
Gate Upright 2" [50.8mm] x 12 ga.
Gate Rail 2" [50.8mm] x 12 ga.
3" [76.2mm] (Latch Clearance) 4'-0" GATE OPENING 2" [50.8mm] (Hinge Clearance)
2" [647.7mm]
2" [343.1mm]
Varies with
Height
Standard Heights 8' [2438.4mm]
36" [914.4mm] Min.
Footing depth
4" MAX.
SPACING
4" [69.9mm] Pale
(.075 [1.9mm] wall)
SCALE:
B4
ORNAMENTAL SECURITY
MANUAL SWING GATE
NONE
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
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
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
A
M E
N D
M E
R E I S T E R S T O W N
M A R Y L A N D
1624807
C A M P
F R E T T E R D
M A
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W A S H I N G T O N
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N A V Y
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T I O
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SCALE:
A4
ORNAMENTAL SECURITY EMERGENCY
PEDESTRIAN EGRESS GATE
NONE
GENERAL SHEET NOTES
13133668
4" MAX. SPACING
04/16/2021
AutoCAD SHX Text Rail
AutoCAD SHX Text 2 3/4"
AutoCAD SHX Text [69.9]
AutoCAD SHX Text Pale (14 Ga.)
AutoCAD SHX Text Base Steel Material
AutoCAD SHX Text Uniform Zinc Coating
AutoCAD SHX Text (Hot DIp Galvanized)
AutoCAD SHX Text Phosphate &
AutoCAD SHX Text Conversion Coating
AutoCAD SHX Text Epoxy Base Coat
AutoCAD SHX Text " No-Mar" Polyester
AutoCAD SHX Text Powder Finish Coat
AutoCAD SHX Text Note:
AutoCAD SHX Text 1.) 3"[76.2] x 12 Ga. I-Beam recommended for 7' [2133.6] & 8' [2438.4] heights.
AutoCAD SHX Text 4"[101.6] x 11 Ga. I-Beam recommended for 9' [2743.2] & 10' [3048.0] heights.
AutoCAD SHX Text Security Fastener
AutoCAD SHX Text Prevents Tampering or
AutoCAD SHX Text removal by common tools
AutoCAD SHX Text 2.) Values shown are nominal and not to be used for installation purposes.
AutoCAD SHX Text Post
AutoCAD SHX Text Fence Pale
AutoCAD SHX Text Post
AutoCAD SHX Text Rail
AutoCAD SHX Text Rail
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
1. FINAL LAYOUT OF SECURITY FENCE SHALL BE APPROVED BY FINAL LAYOUT OF SECURITY FENCE SHALL BE APPROVED BY COR. 2. PEDESTRIAN GATES ARE RESTRICTED FOR EMERGENCY EGRESS PEDESTRIAN GATES ARE RESTRICTED FOR EMERGENCY EGRESS USE ONLY AND WILL BE EQUIPPED WITH A SURFACE MOUNTED PANIC BAR.
FINISH SCHEDULE NOTES:
1. FINISHES INDICATED ARE THE APPROVED BASIS OF DESIGN TO CONVEY
COLOR, PATTERN, TEXTURE, AND SALIENT CHARACTERISTICS ONLY. THE
LISTING OF MANUFACTURER INFORMATION IS NOT INTENDED TO LIMIT
THE SELECTION OF PRODUCTS BY OTHER MANUFACTURERS. PRODUCT
SUBSTITUTIONS MEETING THESE CRITERIA WILL BE CONSIDERED AND
MUST BE REVIEWED BY THE INTERIOR DESIGNER OF RECORD (IDOR)
AND THE NAVFAC INTERIOR DESIGNER AND APPROVED BY THE
CONTRACTING OFFICER.
2. WHERE COLOR IS SHOWN AS BEING SPECIFIC TO ONE MANUFACTURER,
AN EQUIVALENT COLOR BY ANOTHER MANUFACTURER MAY BE
SUBMITTED FOR APPROVAL. MANUFACTURERS AND MATERIALS
SPECIFIED ARE NOT INTENDED TO LIMIT THE SELECTION OF EQUAL
COLORS FROM OTHER MANUFACTURERS.
3. CEILING COLORS SHALL APPLY TO CEILING SURFACES INCLUDING
SOFFITS, FURRED DOWN AREAS, GRILLES, DIFFUSERS, REGISTERS, AND
ACCESS PANELS. CEILING COLOR SHALL ALSO APPLY TO JOIST,
UNDERSIDE OF ROOF DECK, CONDUIT AND PIPING WHERE JOISTS AND
DECK ARE EXPOSED AND REQUIRED TO BE PAINTED.
4. ALL PORCELAIN AND CERAMIC TILE GROUT SHALL BE EPOXY. COLOR
TO BE SELECTED BY INTERIOR DESIGNER FROM MANUFACTURER'S FULL
OFFERING.
5. CEILINGS FOR RESTROOMS AND SHOWERS TO BE WATER RESISTANT.
6. REFER TO FINISH PLANS B_I-101 AND FINISH SCHEDULE B_I-601 FOR
FINISH DESIGNATIONS.
7. REFER TO FINISH SCHEDULE FOR CEILING HEIGHTS. COORDINATE ALL
DECORATIVE FIXTURE PLACEMENTS WITH REFLECTED CEILING PLANS
AND ELECTRICAL DRAWINGS.
8. ALL FLOOR TRANSITIONS TO OCCUR AT CENTERLINE OF DOOR WHEN IN
CLOSED POSITION UNLESS OTHERWISE NOTED. REFER TO SHEET
B_I-502 FOR FLOOR FINISH TRANSITION DETAILS.
9. INTERIOR FINISHES THAT ARE SPECIFIED FOR THIS PROJECT HAVE
BEEN APPROVED BY THE NGIS AND MAY NOT BE SUBSTITUTED UNLESS
A WRITTEN CONSENT FORM IS PROVIDED BY NAVFAC INTERIOR
DESIGNER OR CONTRACTING OFFICER.
10. ALL WINDOW SILLS SHALL BE SOLID SURFACE (SS-3) AND SHALL BE 3/4"
THICK.
11. COORDINATE ALL DECORATIVE PLUMBING FIXTURES WITH PLUMBING
DRAWINGS.
12. REFER TO INTERIOR ELEVATIONS FOR WALL TILE PATTERNS.
13. ALL WALL FINISHES SHALL CONTINUE ABOVE THE ACOUSTICAL CLOUD
SYSTEM TO THE DECK.
14. INTERIOR WALL COLOR SHALL APPLY TO THE ENTIRE WALL SURFACE,
INCLUDING, BUT NOT LIMITED TO, REVEALS, VERTICAL FURRED SPACES,
GRILLES, DIFFUSERS, ELECTRICAL, ACCESS PANELS, PIPING AND
CONDUIT ADJACENT TO WALL SURFACES UNLESS OTHERWISE
SPECIFIED. ITEMS NOT SPECIFIED OTHERWISE MUST BE PAINTED TO
MATCH ADJACENT WALL SURFACES.
15. FLOORING MATERIAL/FINISH AS SPECIFIED FOR EACH AREA MUST
EXTEND UNDERNEATH ALL EQUIPMENT UNLESS OTHERWISE NOTED.
16. ALL VERTICAL SURFACES TO RECEIVE BASE UNLESS OTHERWISE
NOTED.
17. DIMENSIONS MUST EXTEND FROM FINISH FACE OF WALL UNLESS NOTED
OTHERWISE.
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
N A V A L
F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>> ZN/DP
BRANCH MANAGER DAW
CHIEF ENG/ARCH THC
FIRE PROTECTION JTG
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
1 2 3 4 5
AS NOTED
04/16/2021
/2
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:5 :4
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B_I-601 14254
R E
IS
TE
R S
TO
W N M
AR
YL
AN
D
13133992
1624807
BCE PS WS
FI
N
IS
H
S C H E D U
LE
AN
D
C O
LO
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LE
G E N D
C
AM
P
FR
E
TT
E R D
V E
H
IC
L E
M A
IN
T
E N
A N
C E
F A
C
IL
IT
Y
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
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W
A S
H
IN
G T
O N
W
AS
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IN
G
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D .C
W
AS
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IN
G
TO
N
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AV
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YA
R D
INTERIOR FINISH SCHEDULE
ROOM NO. ROOM NAME
FLOOR FINISH BASE FINISH
WALL FINISH CEILING WAINSCOT
NOTESNORTH EAST SOUTH WEST FINISH COLOR HEIGHT FINISH COLOR HEIGHT
101 VESTIBULE WM-1 BS-2 PT-1 PT-1 PT-1 PT-1 ACT ACT-1 10'-0" ENTRY FLOOR DESIGN - VERIFY
102 CORRIDOR RES-1 BS-1 PT-1 PT-1 PT-1 PT-1 ACT ACT-1 10'-0"
103 CLASSROOM RU-1 BS-2 PT-1 PT-1 PT-1 PT-1 ACT ACT-1 10'-0" WS-2 REQUIRED
104 JC T-2 - PT-1 PT-1 PT-1 PT-1 ACT ACT-1 10'-0"
105 MEN'S TOILET T-2 - PT-1 PT-1 PT-1 PT-1 P PT-6 10'-0" PT T-4/T-5 63"AFF 60" AFF (T-4) + 3" BULLNOSE TRIM (T-5), REFER TO ELEVATIONS
106 MEN'S SHOWER T-2 - T-4 T-4 T-4 T-4 P PT-6 10'-0" SHOWER AREA TO RECEIVE FULL HEIGHT T-4; REFER TO FINISH FLOOR PLANS & INTERIOR ELEVATIONS
107 WOMEN'S TOILET T-2 - T-4 PT-1 PT-1 PT-1 P PT-6 10'-0" PT T-4/T-5 63"AFF 60" AFF (T-4) + 3" BULLNOSE TRIM (T-5), REFER TO ELEVATIONS
108 WOMEN'S SHOWER T-2 - T-4 T-4 T-4 T-4 P PT-6 10'-0" SHOWER AREA TO RECEIVE FULL HEIGHT T-4; REFER TO FINISH FLOOR PLANS & INTERIOR ELEVATIONS
109 TELECOM SC-1 BS-2 PT-1 PT-1 PT-1 PT-1 P PT-5 10'-0"
110 ELECTRICAL SC-1 BS-2 PT-1 PT-1 PT-1 PT-1 P PT-5 10'-0"
111 MECHANICAL SC-1 BS-2 PT-1 PT-1 PT-1 PT-1 P PT-5 10'-0"
112 MT PLATOON RU-1 BS-2…
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