1
2
6
1
2
7
1
2
8
1
2
9
1
3
0
1
3
1
2
1
264.16'
35.24'
L
=
1
7
4
.
9
0
'
3
2
4
.
3
1
'
4
.
0
7
'
4
.
4
6
'
3
0
5
.
2
9
'
7
4
.
3
3
'
2
9
1
.
8
6
'
4
7
7
.
1
2
'
200.50'
92.69'
77.55'
1
1
8
.
7
0
'
3
5
8
.
4
2
'
L=
9
2
1
.5
2
'
L
=
2
3
.
0
5
'
337.92'
L
=
2
5
5
.
6
1
'
Sanitary Sew
er Easem
ent
D.B. 3541, Pg. 2623
Airport
Via
duct
D.B
. 899, P
g. 209
Easem
ent fo
r H
ighw
ay Main
tenance
D.B
. 1571,
Pg. 161
P
a
r
c
e
l
B
-
1
-
A
R
P
C
3
4
0
2
0
0
0
2
T
r
a
n
s
w
e
s
t
e
r
P
r
e
s
i
d
e
n
t
i
a
l
T
o
w
e
r
L
L
C
.
Parcel B
-2-A
RPC 34020029
Polk a
nd Taylo
r Pro
perty L
LC.
Parcel B
-6-A
RPC 34020031
Polk a
nd Taylo
r Pro
perty L
LC.
Parcel A
RPC 34027005
Third G
ould L
P.
Parcel B
RPC 34027025
Gould
/Jeffe
rson D
avis H
ighw
ay Park
ing G
arage L
LC.
Parcel 2A
RPC 34027060
USG
BF Potom
ac Yard 1&
2 LLC.
Parcel 1
1
RPC 34027049
Cresc
ent Poto
mac
Yard D
evelopm
ent LLC.
V
C
S
1
9
8
3
1
0
'
m
e
t
a
l
lsa
l
s
a
stone
lsa
rive
r ro
ck
lsa
lsa
lsa
5"
5"
6"
4"
5"
4"
4"
10"
8"
8"
4' metal
asphalt
asphalt
asphalt
a
s
p
h
a
l
t
a
s
p
h
a
l
t
concrete
concrete
concrete
c
o
n
c
.
w
a
l
l
hcr
concr
ete
c
o
n
c
r
e
t
e
concrete
b
r
i
c
k
w
a
l
l
brick
brick
brick
b
r
i
c
k
b
e
n
c
h
hcr
hcr
tel. box
4' b
ank
3' b
ank
3' b
ank
4' m
etal
support
colu
mns
support
colu
mns
1918
16199
15849
BM
TRV 1
918
NAIL
SET
21+46.2
9~40.0
4' RT.
ELEV.=
31.54'
BM
FLY
15849
NAIL
SET
1+93.4
2~6.0
4' RT.
ELEV.=
33.25'
BM
FLY
15503
NAIL
SET
23+61.4
2~34.0
0' RT.
ELEV.=
32.59'
BM
FLY
16199
NAIL
SET
22+57.4
7~26.5
1' LT.
ELEV.=
32.90'
10'X8' LOAD/UNLOAD
AREA
127.73 +/-
15.50
END OF PROP.
DRIVEWAY APRON
AREA NEEDED TO
ACCOMODATE WB-50
PROP. BOLLARD
2' BEHIND BACK OF CURB
PROP. BOLLARD
2' BEHIND BACK OF CURB
50.00
C&G
LOADING AREA
C&G
C&G
C&G C&G
VENT
BRICK PAVERS
BRICK PAVERS
5' W
RO
UG
HT
IRO
N F
EN
CE
G
A
R
A
G
E
E
X
I
T
R
A
M
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BRICK PAVERS
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alk
c
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n
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a
l
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alk
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n
c
.
w
a
lk
b
e
n
c
h
gravel
conc. w
alk
colu
mn
colu
mn
4"
4"
4"
4"
4"
4"
4
"
4"
4"
4"
4"
4"
4
"
4"
4"
4
"
4"
4
"
4"
13.2711.42
12.6511.84
A
A
h
c
r
h
c
r
fp base
lp b
ase
lp b
ase
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ase
concrete
h
c
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h
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r
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te
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t
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b
r
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c
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c
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k
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c
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4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
8
"
5
"
5
"
5
"
5
"
5
"
6
"
6
"
6
"
6
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
6
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
l
s
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stone
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ne p
avers
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h
c
r
2
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2
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benches
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4
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4
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4
"
4
"
8
"
1
5
"
1
2
"
1
0
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4
"
4
"
4
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4
"
4
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#
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B
A
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K
3
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bench
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ase
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3
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3
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ON
LY
ON
LY
O
N
LY
ON
LY
ON
LY
A
E
E
E
B
A
ON
LY O
NLY
O
N
LY
26th STREET S
CRYSTAL DRIVE
P
O
T
O
M
A
C
A
V
E
.
2
7
t
h
S
T
R
E
E
T
S
S
C
L
A
R
K
S
T
R
E
E
T
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C
L
A
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K
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T
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F
F
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R
S
O
N
D
A
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I
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H
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G
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W
A
Y
R
O
U
T
E
1
ON
LY
ON
LY
1
2
6
1
2
7
1
2
8
1
2
9
1
3
0
1
3
1
P
T
=
1
2
8
+
8
6
.
2
4
1
+
0
0
3
+
5
0
1
+
0
0
2
+
0
0
3
+
0
0
1
V
C
-
1
1
V
C
-
2
AREA NEEDED
TO ACCOMODATE WB-50
CR
YSTA
L CITY
MU
LTIMO
DA
LIM
PRO
VEM
ENTS
Engineering & Capital Projects DivisionEngineering Bureau
2100 Clarendon Boulevard, Suite 813Arlington, VA 22201Phone: 703.228.3629Fax: 703.228.3606
DEPARTMENT OFENVIRONMENTAL SERVICES
27th STREET S. &
CR
YSTA
L DR
IVE
Two-w
ay Lane Conversion Project
SCA
LE: 1" = 25'S. JEFF D
AV
IS HW
Y. TO
26th STREET S.
PRO
POSED
DESIG
N PLA
N
01/29/2019
