1_Civil_LS_IFC_Signed_Part 2.pdf
PDF 39 MB Posted
- Attached to
- P-3009, MILITARY WORKING DOG KENNEL Federal contract opportunity
- Solicitation number
- 5871178
About this file
This federal contract opportunity is for solicitation number 5871178 to construct a Military Working Dog Kennel for the Department of the Navy Naval Facilities Engineering Command. The project includes building an Administrative Building, Dog Kennel, Quarantine Kennel, and Dog Training/support fenced areas to house offices, kennels, food storage, and an obedience course. The Administrative Building will contain Kennel Master Offices, a Conference Room, Multi-Purpose Room, Handlers Office, Sleep room for handlers required to overnight, Kitchen/Break room, Treatment room, and mechanical electrical and IT/COM areas. The Dog Kennel will feature Dog Houses, Interior Kennels, Exterior Kennels and Food Storage/Food Preparation. The Quarantine Kennel covers four interior kennels. Additional areas include outdoor storage, dog break areas, an optional portable explosive storage, and an obedience course. The project also requires the demolition of existing buildings 4919, 4923 and 4924 totaling 2,703 square feet. This contract will be awarded using the Design Bid Build project delivery method.
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DESIGN AND CONSTRUCTION CORE
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WASHINGTON DC
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JOINT BASE ANDREWS
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CAMP SPRINGS, MARYLAND
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ROOF DRAIN STRUCTURE TABLE
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2. REFER TO SHEET CS001 FOR EXISTING STORM STRUCTURE INFORMATION.
3. REFER TO SHEET CG201 FOR STORM SEWER PROFILE INFORMATION.
4. SPOT ELEVATIONS ARE SET AT FINISHED GRADE UNLESS OTHERWISE NOTED.
5. SPOT ELEVATIONS ALONG CURB LINES ARE SET AT TOP OF FLUSH CONCRETE CURB
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7. CONTRACTOR SHALL PROTECT THE FOREBAYS AND SUBMERGED GRAVEL WETLANDS
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8. REFER TO PLUMBING PLANS FOR CONTINUATION OF ROOF DRAINS
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END C&G
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END EX C&G
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SAWCUT EX PVMT
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4' GRAVEL DIAPHRAGM (TYP)
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CS506
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SEE SHEET CG401 FOR DETAIL GRADING
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SEE SHEET CG402 FOR DETAIL GRADING
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SAWCUT EX PVMT
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LIMITS OF DISTURBANCE
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AREA= 339,800 SF OR 7.80 AC
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RD1
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8" HDPE ROOF DRAIN COLLECTOR AT 0.50% MIN, 10% MAX.
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6" HDPE ROOF DRAIN AT 1.00% MIN, 10% MAX.
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DESIGN AND CONSTRUCTION CORE
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WASHINGTON DC
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AutoCAD SHX Text
JFH / WM
AutoCAD SHX Text
THC
AutoCAD SHX Text
JTG
AutoCAD SHX Text 1610688
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRADING AND DRAINAGE PLAN - NEW KENNEL
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
HR
AutoCAD SHX Text 1"=30'
AutoCAD SHX Text 13137229
AutoCAD SHX Text
AutoCAD SHX Text
HR
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
ID
AutoCAD SHX Text
INVERT
AutoCAD SHX Text
RIM
AutoCAD SHX Text
AutoCAD SHX Text
RD1
AutoCAD SHX Text 257.5
AutoCAD SHX Text
RD2
AutoCAD SHX Text 257.0
AutoCAD SHX Text
RD3
AutoCAD SHX Text 257.3
AutoCAD SHX Text
RD4
AutoCAD SHX Text 257.3
AutoCAD SHX Text
RD5
AutoCAD SHX Text 257.3
AutoCAD SHX Text
RD6
AutoCAD SHX Text 257.3
AutoCAD SHX Text
NORTHING
AutoCAD SHX Text 407386.18
AutoCAD SHX Text 407367.51
AutoCAD SHX Text 407325.68
AutoCAD SHX Text 407309.94
AutoCAD SHX Text 407310.61
AutoCAD SHX Text 407263.98
AutoCAD SHX Text 407279.15
AutoCAD SHX Text
EASTING
AutoCAD SHX Text 1342961.85
AutoCAD SHX Text 1342980.01
AutoCAD SHX Text 1343096.18
AutoCAD SHX Text 1343090.53
AutoCAD SHX Text 1342934.66
AutoCAD SHX Text 1343064.15
AutoCAD SHX Text 1343081.53
AutoCAD SHX Text
254.40 (8")
AutoCAD SHX Text
254.55 (8")
AutoCAD SHX Text
255.20 (8")
AutoCAD SHX Text
255.30 (8")
AutoCAD SHX Text
254.80 (8")
AutoCAD SHX Text
255.50 (8")
AutoCAD SHX Text
255.65 (8")
AutoCAD SHX Text
DESCR
AutoCAD SHX Text
OUTLET
AutoCAD SHX Text
A4/CG503
AutoCAD SHX Text
A4/CG503
AutoCAD SHX Text
A4/CG503
AutoCAD SHX Text
A4/CG503
AutoCAD SHX Text
A4/CG503
AutoCAD SHX Text
A4/CG503
AutoCAD SHX Text
RD7
AutoCAD SHX Text
37 LF - 15" CLIII RCP @ 0.68%
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BM #12
BM #13
LIMITS OF DISTURBANCE= 2.31 AC
LIMITS OF DISTURBANCE= 0.97 AC
GRAPHIC SCALE
1"=30'
60300
GENERAL SHEET NOTES
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09/02/2021
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
FO
AutoCAD SHX Text
FO
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GB
AutoCAD SHX Text
GB
AutoCAD SHX Text
GB
AutoCAD SHX Text
GB
AutoCAD SHX Text
GB
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GB
AutoCAD SHX Text
DESIGN AND CONSTRUCTION CORE
AutoCAD SHX Text
WASHINGTON DC
AutoCAD SHX Text
JOINT BASE ANDREWS
AutoCAD SHX Text
CAMP SPRINGS, MARYLAND
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
JFH / WM
AutoCAD SHX Text
THC
AutoCAD SHX Text
JTG
AutoCAD SHX Text 1610688
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRADING AND DRAINAGE PLAN - OLD KENNEL
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
HR
AutoCAD SHX Text 1"=30'
AutoCAD SHX Text 13137230
AutoCAD SHX Text
AutoCAD SHX Text
HR
AutoCAD SHX Text
PLAN
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15" RCP
R
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ST-I (1)
251.5
ST-I (2)
248.5
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2 3 4 5
1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
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F
A C
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S
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N G
I N
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DES DRW
S Y
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A T
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DRAWFORM REVISION: JUN 2021
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
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CG111
IFC SUBMISSION
09/02/2021
GRAPHIC SCALE
MATCH LINE
SHEET CG114
MATCH LINE
SHEET CG114
MATCH LINE
SHEET CG113
KEYPLAN
CG111
CG114
C G
CG113
CG114
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text V
AutoCAD SHX Text W
AutoCAD SHX Text T
AutoCAD SHX Text V
AutoCAD SHX Text T
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text V
AutoCAD SHX Text W
AutoCAD SHX Text T
AutoCAD SHX Text V
AutoCAD SHX Text T
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DESIGN AND CONSTRUCTION CORE
AutoCAD SHX Text
WASHINGTON DC
AutoCAD SHX Text
JOINT BASE ANDREWS
AutoCAD SHX Text
CAMP SPRINGS, MARYLAND
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
JFH / WM
AutoCAD SHX Text
THC
AutoCAD SHX Text
JTG
AutoCAD SHX Text 1610688
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EROSION & SEDIMENT CONTROL PHASE I - NEW KENNEL
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
HR
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text 13137231
AutoCAD SHX Text
AutoCAD SHX Text
HR
AutoCAD SHX Text 60'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'
AutoCAD SHX Text 30'
AutoCAD SHX Text
PLAN
X X
X X
X X
X X
XX
XX
XX
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X X
X X
X X
X X
X X
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25.1'
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F F
F F
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CONC. WALK
C
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C
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99.3'
F F
F F
F F
FF=259.60
FF=260.10
FF=260.12
FF=260.12
FF=260.04
FF=260.10
FF=260.10
F F
C
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8' CLF
8' CLF
C
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C
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R
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TREE CANOPY
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X X
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98.1'
98.0'
#4924
1 STORY
CINDER BLOCK
#4919
1 STORY
CINDER BLOCK
A
C
C O
N C
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A L
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FM
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FM
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Sanitary FM (J
BA
Record) (D
ATUR)
S a n i t a
B
A
R e c o r
A
T
U
R
Domestic W ater
(JBA Record)
(DATUR)
W d
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W d
W d
W d
W d
W d
W d
W d
W d
W d
W d
W d
W d
W d
W d e o i
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25.1'
F F
F F
F F
F F
F F
F F
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L
T A
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CONC. WALK
C
G
C
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99.3'
99.3'
F F
F F
F F
FF=259.60
FF=260.10
FF=260.12
FF=260.12
FF=260.04
FF=260.10
FF=260.10
F F
C
L F
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8' CLF
C
L F
C
L F
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8' CLF
R
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S
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TREE CANOPY
TREE CANOPY
TREE CANOPY
X X
X X
X X
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X
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X X
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I
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98.1'
98.0'
#4924
1 STORY
CINDER BLOCK
#4919
1 STORY
CINDER BLOCK
A
C
C O
N C
W
A L
K
T
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O
P
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FM
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F
M d
F
M d
Sanitary FM (J
BA
Record) (D
ATUR)
S a n i t a
B
A
R e c o r
A
T
U
R
Domestic W ater
(JBA Record)
(DATUR)
W d
W d
W d
W d
W d
W d
W d
W d
W d
W d
W d
W d
W d
W d
W d
W d e o i
F
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S d
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Sd
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A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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
S
Y S
T E
M
M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: JUN 2021
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
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S
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IN
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TO
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M
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O
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IN
G
D O
G K
EN
NE
L
CG112
GRAPHIC SCALE
IFC SUBMISSION
09/02/2021
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
FO
AutoCAD SHX Text
FO
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
FO
AutoCAD SHX Text
FO
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DESIGN AND CONSTRUCTION CORE
AutoCAD SHX Text
WASHINGTON DC
AutoCAD SHX Text
JOINT BASE ANDREWS
AutoCAD SHX Text
CAMP SPRINGS, MARYLAND
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
JFH / WM
AutoCAD SHX Text
THC
AutoCAD SHX Text
JTG
AutoCAD SHX Text 1610688
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EROSION & SEDIMENT CONTROL PHASE I - OLD KENNEL
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
HR
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text 13137232
AutoCAD SHX Text
AutoCAD SHX Text
HR
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text 60'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'
30' x
E
L I P
R
C P
D
E x
E x
E x
F M x
F M x
F M
W x
W x
W x
S D x
S D x
S D x
C O
N C
W
A L K
T
X X X X X X X X X
X
X
X
X
X
X
X
X
X
D
SD
x
S
D x
S D x
S D x
R
C P
R
C
P
S
D x
P
R
C P
CONC. WALK
CONC. WALK
C
G
C&G
C&G
C
G
C
G
8' CHAIN LINK FENCE
ASPH.
C
O
N
C
C O
N C
W
A L K
ASPH.
A S
P H
UTICA STREET
ASPH.
8" RCP
8" RCP
8" R
CP 10" RCP
12" RCP
GRASS
GRASS
PAINT STRIPING
C
G
8' CHAIN LINK FENCE
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
E x
E x
C
A
T
V
E x
E x
E x
E x
E x
E x
E x
E d
E d
E d
E d
E d
S
P
I
G
O
T
Primary Elec.
(JBA Record)
(DATUR)
E O
I
EOI
UTICA STREET
TRV #25243
T x
E
L I P
R
C P
D
E x
E x
E x
F M x
F M x
F M
W x
W x
W x
S D x
S D x
S D x
C O
N C
W
A L K
T
X X X X X X X X X
X
X
X
X
X
X
X
X
X
D
SD
x
S
D x
S D x
S D x
R
C P
R
C
P
S
D x
P
R
C P
CONC. WALK
CONC. WALK
C
G
C&G
C&G
C
G
C
G
8' CHAIN LINK FENCE
ASPH.
C
O
N
C
C O
N C
W
A L K
ASPH.
A S
P H
UTICA STREET
ASPH.
8" RCP
8" RCP
8" R
CP 10" RCP
12" RCP
GRASS
GRASS
PAINT STRIPING
C
G
8' CHAIN LINK FENCE
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
E x
E x
C
A
T
V
E x
E x
E x
E x
E x
E x
E x
E d
E d
E d
E d
E d
S
P
I
G
O
T
Primary Elec.
(JBA Record)
(DATUR)
E O
I
EOI
UTICA STREET
TRV #25243
T
C I P
T A
B
S F
S F
C I P
DF
DFDF
DF
DF
DF
DF
DF
D
FDF
DF
DF
D
F
SIP
D F
MIP
S
F
S
F
A-1
A-1
A-1
A-1
X
X
C&G
C&G
C
G
C
G
C
G
C
G
E
L
E
C
P
A
N
E
L
E
L
E
C
J
U
N
C
T
I
O
N
B
O
X
T
R
A
N
S
N
O
T
R
A
N
S
N
O
W
O
I V
A
N
C
E
C O
N C
W
A L K
CONC. WALK
C
O
N
C
R
I
P
R
A
P
ASPH.
ASPH.
ASPH.
A S
P H
A S
P H
C
H A
N
K
F
E N
C E
VERMONT ROAD
V I R
G I N
E
N U
E
GRASS
GRASS
GRASS
GRASS
PAINT STRIPING
PAINT STRIPING
P A
I N
T
S
T R
I P
I N
G
X
X
SD
x
C&G
C&G
C&G
ASPHALT
PARKING LOT
C
G
C
G
C
G
C
H
A
N
C
E
15" RCP
GRASS
ASPHALT
PARKING LOT
R I P
R
A P
R
I
P
R
A
P
R I P
R
A P
R I P
R
A P
R
IP
-R
AP
R I P
R
A P
R I P
R
A P
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
C
A
T
V
C
A
T
V
C
A
T
V
C A
T V
C A
T V
C A
T V
C A
T V
CATV
CATV
CATV
CATV
CATV
CATV
C A
T V
C A
T V
C
A
T
V
C A
T V
E x
E x
E x
E x
E x
W x
C x
C x
W x
W x
W x
E d
E d
E d
C&G
C&G
A
N
C
E
A
N
C
E
T
X
X
C&G
C&G
C
G
C
G
C
G
C
G
E
L
E
C
P
A
N
E
L
E
L
E
C
J
U
N
C
T
I
O
N
B
O
X
T
R
A
N
S
N
O
T
R
A
N
S
N
O
W
O
I V
A
N
C
E
C O
N C
W
A L K
CONC. WALK
C
O
N
C
R
I
P
R
A
P
ASPH.
ASPH.
ASPH.
A S
P H
A S
P H
C
H A
N
K
F
E N
C E
VERMONT ROAD
V I R
G I N
E
N U
E
GRASS
GRASS
GRASS
GRASS
PAINT STRIPING
PAINT STRIPING
P A
I N
T
S
T R
I P
I N
G
X
X
SD
x
C&G
C&G
C&G
ASPHALT
PARKING LOT
C
G
C
G
C
G
C
H
A
N
C
E
15" RCP
GRASS
ASPHALT
PARKING LOT
R I P
R
A P
R
I
P
R
A
P
R I P
R
A P
R I P
R
A P
R
IP
-R
AP
R I P
R
A P
R I P
R
A P
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
C
A
T
V
C
A
T
V
C
A
T
V
C A
T V
C A
T V
C A
T V
C A
T V
CATV
CATV
CATV
CATV
CATV
CATV
C A
T V
C A
T V
C
A
T
V
C A
T V
E x
E x
E x
E x
E x
W x
C x
C x
W x
W x
W x
E d
E d
E d
C&G
C&G
A
N
C
E
A
N
C
E
T
M I P
DF
DF DF
SF SF
SF
SF
SF
S F
S
F
SF
SF
SF
SF
SF
SF
S
F
SF
S
F S
F
S F
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S
F
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P
M I P
S
F
O
P
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F
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P
N
AV
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IN
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D E
P A
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M E
T
V
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A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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
S
Y S
T E
M
M A
N D
DES DRW
S Y
M D
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C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: JUN 2021
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
IFC SUBMISSION
09/02/2021
GRAPHIC SCALE
KEYPLAN
CG111
CG115
C G
CG113
M A
T C
H
L
I N
E
S H
E E
T
C
G
MATCH LINE
THIS SHEET
CG115
M A
T C
H
L
I N
E
T
H I S
S H
E E
T
M A
T C
H
L
I N
E
T H
E
E T
KEYPLAN
CG111
CG115
C G
CG113
CG115
GRAPHIC SCALE
AutoCAD SHX Text
WV
AutoCAD SHX Text W
AutoCAD SHX Text
WV
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text V
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text V
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
DESIGN AND CONSTRUCTION CORE
AutoCAD SHX Text
WASHINGTON DC
AutoCAD SHX Text
JOINT BASE ANDREWS
AutoCAD SHX Text
CAMP SPRINGS, MARYLAND
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
JFH / WM
AutoCAD SHX Text
THC
AutoCAD SHX Text
JTG
AutoCAD SHX Text 1610688
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EROSION AND SEDIMENT CONTROL PHASE I & II - UTILITY CORRIDOR
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
HR
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text 13137233
AutoCAD SHX Text
AutoCAD SHX Text
HR
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text 60'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'
AutoCAD SHX Text 30'
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text 60'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'
30' x
E x
E x
C x
C x
C x
C x
C x
C x
C x
C A
T V
C A
T V
C A
TV
C A
T V
CATV
C A
TV
C&G
C&G
C
U R
B
C
T
C
H
C x
C x
C A
T V
C
A
T
V
C
O
N
C
V
A
L
L
T
T
E
R
8' METAL PRIVACY FENCE
C x
C x
C x
W x
W x x
E
L
E
C
T
R
A
N
S
T
R
E
E
C
A
N
O
P
Y
T
R
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C
A
N
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R
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C
A
N
O
P
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E
O
I
A
R
A
P
P
R
O
X
I
M
A
T
E
S
G d
G d
G d
G d
G d
G d
G d
G d
G d
G d
G d
G d
G d
G d
G d
T
C O
N C
W
A L K
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
E o
E o
E o
E o
E x
C o
C o
C o
C o
C o
C o
C o
C o
C o
E o
E o
E o
E o
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
X
X
X
X
X
R
C
P
R
C
P
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X
A
N
D
R
R
A
D
X
X
X X
X X
P
P
P
P
P
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C
R
C
O
N
L
K
C
O
N
L
K
C
G
A
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A
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C
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C
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C
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C A
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C
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C x
C x
C x
C
C
A
T
V
G d G d
G d
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D
S
U
B
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F
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C
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C
A
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C
A
N
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Y
E x
E x
E x
C x
C x
C x
C x
C x
C x
C x
C A
T V
C A
T V
C A
TV
C A
T V
CATV
C A
TV
C&G
C&G
C
U R
B
C
T
C
H
C x
C x
C A
T V
C
A
T
V
C
O
N
C
V
A
L
L
T
T
E
R
8' METAL PRIVACY FENCE
C x
C x
C x
W x
W x x
E
L
E
C
T
R
A
N
S
T
R
E
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C
A
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G d
G d
G d
G d
G d
G d
G d
G d
G d
G d
G d
G d
G d
G d
G d
T
C O
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W
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X
X
X
X
X
X
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X
X
X
X
X
X
X
X
X X
X
X
X
X
X
E o
E o
E o
E o
E x
C o
C o
C o
C o
C o
C o
C o
C o
C o
E o
E o
E o
E o
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
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D x
X
X
X
X
X
R
C
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C
P
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ST-II (3)
S
F
S
F
S
F
S
F
S
F
S
F
X
M
W
R
C P
H
C
R
H
C
R
H
C
R
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A S
P H
A S
P H
A S
P H
ASPH.
ASPH.
C
O
N
C
CONC. WALK
CONC. WALK
CONC. WALK
C O
N C
D
W
C O
N C
D
W
C O
N C
D
W
C O
N C
W
A L K
GRASS
H
C
R
V I R
G I N
E
N U
E
DAYTONA AVENUE
WILMINGTON DRIVE
E
N E
S
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
SS
x
S S x
S S x
S
S x
4" SAN
S
A N
S
A N
S
A N
C
N
F
A S
P H
G
PAINT STRIPING
P A
I N
T
S
T R
I P
I N
G
G R
A S
S
GRASS
GRASS
GRASS
GRASS
S
W x
W x
W x
W x
W x
W x
W x
W x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
E x
E x
C x
C x
C A
T V
CATV
B
R
I
C
K
B
O
P
S
H
E
L
T
E
R
W d
W d
W d
W d
W d
W d
W d
W d
T
S
D
S
U
B
S
U
R
F
A
X
M
W
R
C P
H
C
R
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C
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C
R
ASPH.
A S
P H
A S
P H
A S
P H
ASPH.
ASPH.
C
O
N
C
CONC. WALK
CONC. WALK
CONC. WALK
C O
N C
D
W
C O
N C
D
W
C O
N C
D
W
C O
N C
W
A L K
GRASS
H
C
R
V I R
G I N
E
N U
E
DAYTONA AVENUE
WILMINGTON DRIVE
E
N E
S
S S x
S S x
S S x
S S x
S S x
S S x
S S x
S S x
SS
x
S S x
S S x
S
S x
4" SAN
S
A N
S
A N
S
A N
C
N
F
A S
P H
G
PAINT STRIPING
P A
I N
T
S
T R
I P
I N
G
G R
A S
S
GRASS
GRASS
GRASS
GRASS
S
W x
W x
W x
W x
W x
W x
W x
W x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
E x
E x
C x
C x
C A
T V
CATV
B
R
I
C
K
B
O
P
S
H
E
L
T
E
R
W d
W d
W d
W d
W d
W d
W d
W d
T
S
D
S
U
B
S
U
R
F
A
SFOP
SFOP SFOP SFOP SFOP
S
F
O
P
S
F
O
P
S F
S F
O P
S F
O P
FM
F
M
F M
F M
F M
F M
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D W
AS
H
IN
G
TO
N
M
IL
IT
AR
Y W
O
RK
IN
G
D O
G K
EN
NE
L
CG114
IFC SUBMISSION
09/02/2021
D E
P A
R T
M E
T
V
Y
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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
S
Y S
T E
M
M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: JUN 2021
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
KEYPLAN
CG111
CG114
CG114
C G
CG113
MATCH LINE
SHEET CG111
MATCH LINE
SHEET CG111
GRAPHIC SCALE
KEYPLAN
CG111
CG114
CG114
C G
CG113
AutoCAD SHX Text T
AutoCAD SHX Text V
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text
GTS
AutoCAD SHX Text T
AutoCAD SHX Text V
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text
GTS
AutoCAD SHX Text
GV
AutoCAD SHX Text V
AutoCAD SHX Text
WV
AutoCAD SHX Text T
AutoCAD SHX Text V
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
WV
AutoCAD SHX Text T
AutoCAD SHX Text
GV
AutoCAD SHX Text V
AutoCAD SHX Text
WV
AutoCAD SHX Text T
AutoCAD SHX Text V
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
WV
AutoCAD SHX Text T
AutoCAD SHX Text
DESIGN AND CONSTRUCTION CORE
AutoCAD SHX Text
WASHINGTON DC
AutoCAD SHX Text
JOINT BASE ANDREWS
AutoCAD SHX Text
CAMP SPRINGS, MARYLAND
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
JFH / WM
AutoCAD SHX Text
THC
AutoCAD SHX Text
JTG
AutoCAD SHX Text 1610688
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EROSION AND SEDIMENT CONTROL PHASE I & II - UTILITY CORRIDOR
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
HR
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text 13137234
AutoCAD SHX Text
AutoCAD SHX Text
HR
AutoCAD SHX Text 60'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'
AutoCAD SHX Text 30'
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text 60'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'
AutoCAD SHX Text 30'
AutoCAD SHX Text
PLAN
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D W
AS
H
IN
G
TO
N
M
IL
IT
AR
Y W
O
RK
IN
G
D O
G K
EN
NE
L
CG115
D E
P A
R T
M E
T
V
Y
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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
S
Y S
T E
M
M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: JUN 2021
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
MDOT SHA STD. NO. MD 389.01 C1
MDOT SHA STD. NO. MD 620.02-01 A1
NOTES:
1. SAW CUT SHALL NOT EXTEND BELOW STEEL REINFORCING.
2. ALL DOWEL BARS TO BE #5 BARS
3. h =DEPTH OF CONCRETE SLAB
4. D* = DOWEL DIAMETER
JOINT SEALANT
d
A5
CG115
CONTRACTION JOINT C3
XX X
X
X
X XX
XXX
X h
1" d
WWF IS NOT CARRIED
THROUGH JOINT
6x6-W2.9xW2.9 WWF
#5 REBAR
12" O.C.
EITHER ONE PIECE OR
THREADED SPLIT TYPE
DOWEL MAY BE USED
h
2 2
D* d d
EXPANSION JOINT C5
XX X XX X XX X XX X
JOINT SEALANT
A5
CG115
NOTES:
1. SAW CUT SHALL NOT EXTEND BELOW STEEL REINFORCING.
2. h =DEPTH OF CONCRETE SLAB d d h
1" d
WWF IS NOT CARRIED
THROUGH JOINT
EXPANSION
JOINT
NOTES:
W = WIDTH OF SEALANT RESERVIOR - MIN.
IN. MAX.
IN.
D = DEPTH OF SEALANT (1.0 TO 1.5 X W )
T = DEPTH OF INITIAL SAWCUT OR INSERT TYPE JOINT FORMER (CONSTRUCTION JOINT)
BACKER
MATERIAL
JOINT
BOTTOM
POURED
JOINT
SEALER
INITIAL
SAWCUT (1/8)
OR INSERT
CRACK
CONTRACTION JOINT
PAVEMENT
SURFACE
EXPANSION JOINT
BACKER
MATERIAL
PAVEMENT
SURFACE
JOINT
FILLER
POURED
JOINT
SEALER
JOINT SEALANT DETAIL A5
NOTES:
1. MIN. CONCRETE STRENGTH fc' = 4000psi
2. REFER TO SITE PLAN (SHEET CS-101) FOR STOOP DIMENSIONS
#3 @ 18" O.C. EACH WAY
3/4" CHAMFER
IN TURF AREAS
AGGREGATE BASE COURSE
COMPACTED SUBGRADE (95% OF MAX
DRY DENSITY - MOD. PROCTOR)
CONCRETE PAD - THICKENED END A2
CONCRETE STOOP B2
PAVEMENT CONSTRUCTION JOINT B4
IFC SUBMISSION
09/02/2021
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
DESIGN AND CONSTRUCTION CORE
AutoCAD SHX Text
WASHINGTON DC
AutoCAD SHX Text
JOINT BASE ANDREWS
AutoCAD SHX Text
CAMP SPRINGS, MARYLAND
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
JFH / WM
AutoCAD SHX Text
THC
AutoCAD SHX Text
JTG
AutoCAD SHX Text 1610688
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MISCELLANEOUS DETAILS
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
HR
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text 13137235
AutoCAD SHX Text
AutoCAD SHX Text
HR
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
CG115
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
CG115
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
CG115
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
CG115
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
CG115
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
CG115
AutoCAD SHX Text
1/2" PRE-FORMED EXPANSION JOINT MATERIAL
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
CG115
AutoCAD SHX Text
VARIES
AutoCAD SHX Text 20"
AutoCAD SHX Text
5' MIN.
AutoCAD SHX Text
6" CONCRETE PAD
AutoCAD SHX Text
4" AGGREGATE BASE COURSE
AutoCAD SHX Text
COMPACTED SUBGRADE (95% OF MAX DRY DENSITY)
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
#3 @ 18" O.C. EACH WAY
AutoCAD SHX Text
2" CLEAR (TYP)
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
(NOT TO SCALE)
CS101
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
S D x
S S x
S S x
S S x
12" RCP
15" RCP
R
C P
15" RCP
R
C P
15" RCP
x
E L
IP
R
C P
S
A N
P L
U G
G E
D
S
A N
4" ± SAN
D
S
E x
E x
E x
E x
E x
E x
E x
FM
x
F M x
FM
x
F M x
FM
x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
C/L DITCH
S D x
S D x
S D x
S D x
SS
x
S A
N
L A
T
P
A
N
L
C
B
E
E x
C x
C x
C x
C A
T V
C A
T V
C
ATV
W x
ASPH.
C
G
C&G
C&G
C
T
C
H
E x
E x
E x
E x
E x
C x
C x
C A
T V
E x
C x
W x
W x
W x
W x
E
O
I
CONC. WALK
CONC. WALK
ASPH.
G d
G d
G d
G d
G d
G d
G d
G d
G d
G d
G d
G d
W d
5 3
T
T
T
CONC. WALK
YOUNGSTOWN ROAD
L A
R G
O
L A
N E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X S
D
X
X
X
X
X
X X
X
X
X
X X
X X
X X
X
X X
X X
X X
C O
N C
W
A L
K
C
G
T
I
V
A
N
C
E
M
E T
I V
A C
Y
F
E N
C E
C
O
N
C
CONC. WALK
A S
P H
C
G
C
G
C O
N C
W
A L
K
C
O
N
C
W x
W x
W x
W x
E x
E x
E x
C
A
T
V
C
A
T
V
C A
T V
C
A T
V
C A
T V
C x
C x
C x
C x
C x
C x
C x
C x
C x
C
A
T
V
E x
E x
E x
E O
I
E O
I
EOI
G d G d
G d
G d
G d
G d
G d
G d
G d
G d
G d
AGIP AGIP
AGIP
AGIP
CIP
AGIP
AGIP
D
F
TAB
TAB
T
A
B
ST-II (3)
ST-I (1)
251.5
ST-I (2)
248.5
RPS
SF
SF
SF
SF
SF
SF
SF
SF
SF
WR
S C
E
WR
S C
E
S
F
S
F
S
F
S
F
S
F
S F
SF
S F
S F
S F
S F
S F
SF
SF
M I P
S
F
S
F
S
F
S
F
S
F
S F
DF
DF
DF
DF
DF
A
A
A-1
F M
F M
FM
FM FM
FM FM
FM
F M
FM
F
M
D E
P A
R T
M E
T
V
Y
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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
S
Y S
T E
M
M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: JUN 2021
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D W
AS
H
IN
G
TO
N
M
IL
IT
AR
Y W
O
RK
IN
G
D O
G K
EN
NE
L
CG121
IFC SUBMISSION
09/02/2021
AutoCAD SHX Text E
AutoCAD SHX Text W
AutoCAD SHX Text T
AutoCAD SHX Text V
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FF= 52.0
AutoCAD SHX Text
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12" RCP
AutoCAD SHX Text
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AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
6" HDPE
AutoCAD SHX Text
8" HDPE
AutoCAD SHX Text
8" HDPE
AutoCAD SHX Text
8" HDPE
AutoCAD SHX Text
8" HDPE
AutoCAD SHX Text
6" HDPE
AutoCAD SHX Text 60'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'
AutoCAD SHX Text 30'
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DESIGN AND CONSTRUCTION CORE
AutoCAD SHX Text
WASHINGTON DC
AutoCAD SHX Text
JOINT BASE ANDREWS
AutoCAD SHX Text
CAMP SPRINGS, MARYLAND
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
JFH / WM
AutoCAD SHX Text
THC
AutoCAD SHX Text
JTG
AutoCAD SHX Text 1610688
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EROSION & SEDIMENT CONTROL PHASE II - NEW KENNEL
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
HR
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text 13137236
AutoCAD SHX Text
DAW
x
S
D x
S
D x
S
D x
P
P
H
D
P
C
G
C
G
C
L F
8' CLF
8' CLF
C
L F
8' CLF
8' CLF
R
I
P
R
A
P
R
I
P
R
A
P
A
S
P
H
ASPH.
A
S
P
H
P
T
U
N
N
E
L
O
N
P
I
P
E
T
U
N
N
E
L
E
A
R
T
H
E
N
M
O
U
N
D
C O
N C
C O
N C
CONC.
X
S
P
O
R
T
S
N
E
T
C
O
N
C
C
O
N
C
T
IM
B
L L
W O
O D
E N
S T
O O
P
R
I
P
R
A
P
R
I
P
R
A
P
C
G
T
T
TREE CANOPY
TREE CANOPY
TREE CANOPY
A
S
P
H
A
S
P
H
O
R
I
G
I
N
U
N
K
N
O
W
N
T
E
R
M
I
N
U
S
U
N
K
N
O
W
N
C x
C x
C x
H
C
R
T
R
N
O
P
Y
T
C
G
C x
C x
C x
G x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x e o i
E
L
E
C
P
A
N
E
L
E
L
E
C
T
R
A
N
S
T
U
T
I
L
I
T
Y
P
O
L
E
G
H
T
S
F
M d
F
M d
F
M d
F
M d
F
M d
FM
d
FM
d
FM
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