Plans_Adv Sheets J1 to T25.pdf
PDF 23 MB Posted
- Attached to
- Rock Creek & Potomac Parkway Federal contract opportunity
- Solicitation number
- DTFH71-10-B-00015
About this file
Plans Sheets J1 to T25
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 003 - PRA-ROCR 3A6.pdf | ||
| Amendment 002 - PRA-ROCR 3A6.pdf | ||
| Amendment 001 - PRA-ROCR 3A6.pdf | ||
| REV__SB subcontract plan revised.doc | DOC document | |
| Geotechnical Report | — | |
| ADV_Bidder's Qualifications Form.doc | DOC document | |
| FP03_Eng .pdf | ||
| Geotechnical Report | — | |
| IFB Solicitation - PRA-ROCR 3A6.pdf | ||
| ARRA Sign Placement Guidance NPS.pdf | ||
| ARRA Sign Pictographs.pdf | ||
| Plans_Adv Sheets A1 to H20.pdf | ||
| FP03 Errata.pdf | ||
| Synopsis PRA-ROCR 3A6.doc | DOC document |
Show all 14
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
EROSION CONTROL NARRATIVE
M.1(A)
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
20 20 400
05 5 10
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
TOTAL
SHEETS
NPS
NC
100425
PRA-ROCR 3A6
ABUTMENT
S D
T O
P
.4
ELEC
C R
O S S W
A L
K
18"
ELEC
C R
O S S W
A L
K
ELEC
SD
M
H
T O
P : 2
.8
ST
O
P
CROSSWALK
F A
C E
O F B
R
ID
G E
C R
O S S W
A L
K
ELEC
M A
C
W
OOD
M A
C
INV OUT
15"RCP 17.06’
24"TERRA.
15"TER
R
A
15"TER
R
A
15"TERRA.
IN
V
IN
15.28’
IN
V
15.35’
INV 12.78’
NO LEFT TURN
15"RCP
IN
V
O U
T 16.05’
15"TER
R
A
IN
V
IN
15.24’
PAVE JOINT
12" RCP
INV 19.88’
IN
V
19.94’
S T
O P /N
O L
E F T
T U
R N
N O
R
IG
H
T TU
R N
" R
C P
IN
V
O U
T
.1
ABUTMENT
ABUTMENT
S D
T O
P
.4
ELEC
C R
O S S W
A L
K
18"
ELEC
C R
O S S W
A L
K
ELEC
SD
M
H
T O
P : 2
.8
ST
O
P
CROSSWALK
F A
C E
O F B
R
ID
G E
C R
O S S W
A L
K
ELEC
M A
C
W
OOD
M A
C
INV OUT
15"RCP 17.06’
24"TERRA.
15"TER
R
A
15"TER
R
A
15"TERRA.
IN
V
IN
15.28’
IN
V
15.35’
INV 12.78’
NO LEFT TURN
15"RCP
IN
V
O U
T 16.05’
15"TER
R
A
IN
V
IN
15.24’
PAVE JOINT
12" RCP
INV 19.88’
IN
V
19.94’
S T
O P /N
O L
E F T
T U
R N
N O
R
IG
H
T TU
R N
" R
C P
IN
V
O U
T
.1
PC 31+31.39
PCC 34+30.35
EX-I
EX-I
EX-I
EX-I
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
20 20 400
05 5 10
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
CIP
LOD
LOD
LOD
LOD
LOD
LOD
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/O
CF
LOD/O
CF
LOD/O
CF
L O
D /O
C F
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
N 37^ 09’ 31.65" W
PCC 34+30.35
PT 36+63.50
N 37^ 09’ 31.65" W
ABUTMENT
ABUTMENT
P STREET
STOP
ONE W
AY
THROAT INLET
ABUTMENT
ABUTMENT
S T
O N
E
IN
V
"C
M P
E L
E V
.4
S D
T O
P
.8
IN
V
"T
E R
R A
E L
E V
.5
S D
T O
P
.4
IN
V
.1 T
E R
R A
E L
E V
.1
IN
V
.1 T
E R
R A
E L
E V
.2
S S M
H
F
IL
L E
D W
/ D
IR
T
IN
L
E T
F
IL
L E
D W
/ T R
A S H
FILLED W/ TRASH
INV IN 24.16INV OUT 23.64
ABUTMENT
ABUTMENT
P STREET
STOP
ONE W
AY
THROAT INLET
ABUTMENT
ABUTMENT
S T
O N
E
IN
V
"C
M P
E L
E V
.4
S D
T O
P
.8
IN
V
"T
E R
R A
E L
E V
.5
S D
T O
P
.4
IN
V
.1 T
E R
R A
E L
E V
.1
IN
V
.1 T
E R
R A
E L
E V
.2
S S M
H
F
IL
L E
D W
/ D
IR
T
IN
L
E T
F
IL
L E
D W
/ T R
A S H
FILLED W/ TRASH
INV IN 24.16INV OUT 23.64
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/O
CF
LOD/O
CF
LOD/O
CF
EX-I
EX-I
EX-EW
3650-O
EX-I
3850R
EX-EW
3850-O
EX-I
3500L
N
M A
T C
H L
IN
E
S T
A . 3
P S tr e e t
Rock Creek & Potomac Parkway
N
ROCK CREEK & POTOMAC PARKWAY
STA. 31+31.39 TO STA. 38+50
EROSION CONTROL PLAN
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A . 3
M A
T C
H L
IN
E
S T
A . 3
M A
T C
H L
IN
E
S T
A . 3
M.2
IN
V
.1 "T
E R
R A
E
L E
V
.1
IN
V
.1 "T
E R
R A
E
L E
V
.2
INV 24.79
FILLED W/ TRASH
INV IN 24.16
INV OUT 23.64
INV 23.80
T C
S T P
C
B C
S T P
C
.7
.4
26.71
ABUTMENT
ABUTMENT
IN
V
.1 "T
E R
R A
E
L E
V
.1
IN
V
.1 "T
E R
R A
E
L E
V
.2
INV 24.79
FILLED W/ TRASH
INV IN 24.16
INV OUT 23.64
INV 23.80
T C
S T P
C
B C
S T P
C
.7
.4
26.71
N 37^ 09’ 31.65" W
PC 40+83.19
P C
C
.4
N 37^ 09’ 31.65" W
9 4
EX-I
3850L
EX-I
3850R
EX-EW
3850-O
EX-I
4000L
EX-EW
4000-O
EX-I
4000R
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
20 20 400
05 5 10
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLOD
L O
D
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCFLOD/OCFLOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
SSF
SSF
SSF
SSF
SSF
SSF
SSFSSFSSFSSFSSFSSFSSF
SSF
SSF
SSF
SSF
SSF
SSF
SSFSSFSSFSSFSSFSSFSSF
N
RCK-3
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A . 4
Q S tr e e t
Rock Creek & Potomac Parkway
ROCK CREEK & POTOMAC PARKWAY
STA. 38+50 TO STA. 42+50
EROSION CONTROL PLAN
M.3
ELEC
BRIDGE
SPEED LIMIT
ELEC
INV OUT 20.81
T/BOX 16.78
INV IN 19.85
INV IN 14.43
INV.14"TERRA.
ELEV 9.23
INV IN 14.49
INV IN 14.46
INV IN 14.46
PIPE GOES STRAIGHT DOWN
CANNOT SEE PIPE
15"T E
R R
A
18"T E
R R
A
EDGE WATER
INV.15"RCP
ELEV 9.53
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
+ 2010
10217 10216
10219
10218 10221 10220
10223
10222
10225
10224 10227
10226
10229
10228
10231
10230
10233
10232
10235
10234
10237
10236
10239
10238
10241
10240
10243 10242
10245
10244
10247
10246
10249
10248
10251
10250
10253
10252
TRAV
TC ST PC
BC ST PC
BC
TC
TCBC
CINC
CINC ST
BC ST PC
CINC CLSRECT
TC
TC ST PC
BC
BC
GRD
TC
GRD
GRD
TB
TB ST
BB ST
TB
BB
BB
TB
TB ST
DTREE
TB
DTREE
DTREE
DTREE
DTREE
DTREE
DTREE
BB ST
DTREE
BB
BB
24.89
26.72
26.48 26.31
26.56 26.38 26.14
26.18
26.21
26.11
26.20 26.14
26.37
25.65
25.86
25.90
25.92
26.71
26.62
26.25
26.30
21.24
25.53
21.98
22.65
21.06
21.54
20.89 20.66
22.28
21.08
22.92
21.83
24.88
24.83
9.38
25.71
9.75
9.62
+ 2010
10201 10200
10203 10202
10205
10204
10207
10206
10209 10208
1021110210
10213 10212
10214
10193
10195 10194
10197 10196 10199
10198
TRAV
CINC CLSRECT
CINC
TC ST
BC ST
BC
TC
GRD
GRD
TB ST
GRD
TB
TB
BB
BB ST
BB
BC ST
TCTC ST
BCBC
CINC ST
TC
24.89
23.03 23.05
23.24 23.04
22.72
22.97
23.19 22.84
23.05 23.57
22.5322.93
9.89 10.19
9.61
23.66
23.57 23.92
23.14
23.35 23.14
23.37
INV.14"TERRA.
ELEV 10.42
15"T E
R R
A
ELEC
BRIDGE
SPEED LIMIT
ELEC
INV OUT 20.81
T/BOX 16.78
INV IN 19.85
INV IN 14.43
INV.14"TERRA.
ELEV 9.23
INV IN 14.49
INV IN 14.46
INV IN 14.46
PIPE GOES STRAIGHT DOWN
CANNOT SEE PIPE
15"T E
R R
A
18"T E
R R
A
EDGE WATER
INV.15"RCP
ELEV 9.53
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
+ 2010
10217 10216
10219
10218 10221 10220
10223
10222
10225
10224 10227
10226
10229
10228
10231
10230
10233
10232
10235
10234
10237
10236
10239
10238
10241
10240
10243 10242
10245
10244
10247
10246
10249
10248
10251
10250
10253
10252
TRAV
TC ST PC
BC ST PC
BC
TC
TCBC
CINC
CINC ST
BC ST PC
CINC CLSRECT
TC
TC ST PC
BC
BC
GRD
TC
GRD
GRD
TB
TB ST
BB ST
TB
BB
BB
TB
TB ST
DTREE
TB
DTREE
DTREE
DTREE
DTREE
DTREE
DTREE
BB ST
DTREE
BB
BB
24.89
26.72
26.48 26.31
26.56 26.38 26.14
26.18
26.21
26.11
26.20 26.14
26.37
25.65
25.86
25.90
25.92
26.71
26.62
26.25
26.30
21.24
25.53
21.98
22.65
21.06
21.54
20.89 20.66
22.28
21.08
22.92
21.83
24.88
24.83
9.38
25.71
9.75
9.62
+ 2010
10201 10200
10203 10202
10205
10204
10207
10206
10209 10208
1021110210
10213 10212
10214
10193
10195 10194
10197 10196 10199
10198
TRAV
CINC CLSRECT
CINC
TC ST
BC ST
BC
TC
GRD
GRD
TB ST
GRD
TB
TB
BB
BB ST
BB
BC ST
TCTC ST
BCBC
CINC ST
TC
24.89
23.03 23.05
23.24 23.04
22.72
22.97
23.19 22.84
23.05 23.57
22.5322.93
9.89 10.19
9.61
23.66
23.57 23.92
23.14
23.35 23.14
23.37
INV.14"TERRA.
ELEV 10.42
15"T E
R R
A
P C
C
.4
P C
C
.0
PCC 46+18.56
PRC 501+16.71
P R
C
.2
NB RC & PPPC 500+00.00, LT. 9.84’ =
SB RC & PP44+56.70
3 5
+50 101
P T
S T
A
.7
+50
+50
+50
P C
S T
A
.5
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
20 20 400
05 5 10
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
CIP
MIP
CIP
CIP
L O
D L
O
DLOD
LOD
LOD
LOD
LODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L O
D
LOD
LOD
LOD
LOD
L O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
L O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L O
D
LOD
LOD
LOD
LOD
LOD
L O
D
LOD
LOD
L O
D
LOD
L O
D
LOD/OCF
LOD/OCF
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCFLOD/OCF
LOD/OCFLOD/OCFLOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LO
D
/O
CF
LOD/OCF
LOD/O
CF
LOD/O
CF
L O
D /O
C F
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCFLOD/OCF
S S F S S F
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
S S F S S F
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
EX-I
4375R
EX-I
4375L
EX-EW
4375O
EX-I
4500L
EX-I
4750L
EX-I
4750R
EX-I
50065R
EX-I
50175R
EX-EW
50175O
TP #1
I
50280L
I
50230L
I
4750L
I
4625L
I
50125L
50175L
EX-I
50175L
EX
4750-O
N
RCK-3
RCK-4
RCK-5
RCK-6
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A . 4
RCK-148
SB Rock Creek &
Potomac Parkway
NB Rock Creek &Potomac Parkway
M A
T C
H L
IN
E
S T
A . 5
SB ROCK CREEK & POTOMAC PARKWAY
STA. 42+50 TO STA. 47+50
EROSION CONTROL PLAN
M.4
See Sheet No. M.15 for Erosion Control Plan in area of Proposed Retaining Wall
ELEC
BRIDGE
ELEC
INV.14"TERRA.
ELEV
9.23
INV IN 14.49
INV IN 14.46
INV IN 14.46
FILLED W/ TRASH
PIPE STRAIGHT DOWN
FILLED W/ TRASH
INV 20.94
" T
E R
R A
INV 20.67
INV 20.31
15"T E
R R
A
"T
E R
R A
TOP PIPE 15.02
EDGE WATER
L O
O P
D E
T E
C T
O R
L O
O P
D E
T E
C T
O R
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
TC
B C
ST
LP
GRD
DPIPE
GRD
BC
GRD
GRD
DPIPE
GRD
BC
TC
GRD
GRD
BB
TC
TC
ST
GRD
GRD
BB
TB
ST
CINC ST
GRD
GRD
BB
TB
BC
GRD
GRD
BB
TB
CINC CLSRECT
GRD
M
ISC
GRD
TB
CINC
GRD
B B
ST
GRD
TB
TC
ST
GRD
BB
GRD
TB
B C
ST
GRD
BB
GRD
INV.18"IRON
ELEV
11.60’
INV.18"IRON
ELEV
9.77’
++ 2011
10254TRAV
CKSHOT
++ 2011
10215TRAV
CKSHOT
12" TERRA
ELEC
BRIDGE
ELEC
INV.14"TERRA.
ELEV
9.23
INV IN 14.49
INV IN 14.46
INV IN 14.46
FILLED W/ TRASH
PIPE STRAIGHT DOWN
FILLED W/ TRASH
INV 20.94
" T
E R
R A
INV 20.67
INV 20.31
15"T E
R R
A
"T
E R
R A
TOP PIPE 15.02
EDGE WATER
L O
O P
D E
T E
C T
O R
L O
O P
D E
T E
C T
O R
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
B/CURB
TC
B C
ST
LP
GRD
DPIPE
GRD
BC
GRD
GRD
DPIPE
GRD
BC
TC
GRD
GRD
BB
TC
TC
ST
GRD
GRD
BB
TB
ST
CINC ST
GRD
GRD
BB
TB
BC
GRD
GRD
BB
TB
CINC CLSRECT
GRD
M
ISC
GRD
TB
CINC
GRD
B B
ST
GRD
TB
TC
ST
GRD
BB
GRD
TB
B C
ST
GRD
BB
GRD
INV.18"IRON
ELEV
11.60’
INV.18"IRON
ELEV
9.77’
++ 2011
10254TRAV
CKSHOT
++ 2011
10215TRAV
CKSHOT
12" TERRA
N 66^ 00’ 01.10" W
PCC 46+18.56
P
T
.2
PC 51+10.33
P T
54+ 21.12
N 42^ 05’ 06.61" W
P R
C
.2
PR
C
+1 7.
PT 508+14.50
PC 1000+79.87
P C
C 1002+
32.27
P R
C 1002+
93.02
P R
C
4+
.3
P T
1005+ 14.16
S 53^ 32’ 59.16" W
Rock Creek &
Potomac Parkway
Sta. 49+93.10 =
SB RP. Waterside Dr.
Sta. 1005+14.16
4.14’ Rt.
+50
+50
P C
S T
A
.5
+50
P T
S T
A
.7
+50
+50
P O
T S
T A
.4
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
20 20 400
05 5 10
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
N
RCK-6
RCK-7
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A
SB Rock Creek & Potomac Parkway
SB Ramp Waterside Dr.
WTR-3
WTR-2
WTR-4
SB ROCK CREEK & POTOMAC PARKWAY
STA. 47+50 TO STA. 52+50
EROSION CONTROL PLAN
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A
EX-I
4750L
EX-I
4750R
EX-I
4950R
EX-I
4950L
EX-I
5200EX-EW
EX-I
50775
ES
4925I
I
50445R
I
50425L
I
50355L I
50280L
I
4750L
I
4835L
I
4885L
EW
4950-O
I
4950L
I
5000R
5100R
CLASS 4 RIPRAP
6’ X 8’
EX
4750-O
EW
4750-O
CLASS 4 RIPRAP
8’ X 8’
CIP
CIP
CIP
MIP
TPF
L O
D
L O
D
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L O
D
LOD
LOD
LOD LOD
LOD
LOD
L O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L O
D
LOD
LOD
LOD
L O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L O
D
LOD
LOD
L O
D
LOD
L O
D
LOD
L O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L O
D
LOD
LOD
LOD
LOD
LOD
L O
D
LO
D
L O
D
L O
D
LODLODLOD
LOD
L O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LO
D
/O C
F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCFLOD/OCFLOD/OCFLOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LO
D
/O C
F
LOD/OCF
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
LOD/OCFLOD/OCF
LOD/OCF
LOD/OCF
LOD/OCFLOD/OCFLOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCFLO
D
/O C
F
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/O
CF
LOD/O
CF
L O
D /O
C F
LOD/OCF LOD/OCF
LOD/OCF
LOD/OCF
S S F
S S F
SSF
S S
F
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
S S F
SSF SSF SSF
SSF
SSF
S S F
S S F
SSF
S S
F
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
S S F
SSF SSF SSF
SSF
SSF
N
RCK-6
RCK-7
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A
SB Rock Creek & Potomac Parkway
SB Ramp Waterside Dr.
WTR-3
WTR-2
WTR-4
SB ROCK CREEK & POTOMAC PARKWAY
STA. 47+50 TO STA. 52+50
EROSION CONTROL PLAN
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A
M.5
SPEED
S S
T O
P
.7
T R
A
FFIC
SIG
N
FILLED W/ TRASH
FILLED W/ TRASH
24" TERRA
18"T E
R R
A
INV ELEV 19.96
INV 20.94
" T
E R
R A
INV 20.67
INV 20.31
INV 22.94
"T
ER
RA
INV 21.61
FILLED W/ TRASHINV OUT 18.58
L O
O P
D E
T E
C T
O R
L O
O P
D E
T E
C T
O R
L O
O P
D E
T E
C T
O R
B/CURB
B/CURB
B/CURB
B/CURB
100091
100090
100093 100092
100095
100085
100094
100084 100097100087
100096
100086
100099
100089
100098
100088
100110
100100
100111
100101
100112
100102
100113
100103
100114
100104
100115
100105
100116
100106
100117
100107
100118
100108
100119
B C
S T
C
IN
C C
LSR
EC
T
T C
T C
S T
T B
S T
T C
S T
B C
B C
S T
T B
B C
T B
T C
B B
CIN
C
B B
S T
C
IN
C
ST
G R
D
B B
T B
S T
B B
T B
E S W
S T M
A C
T B
E
SW
1 ST
T B
ESW
D
TR
EE
E
SW
B B
S T
E
SW
B B
ESW
B B
G R
D
B B
G R
D
TR
A
V
10052
10059
10061
10060 10063
10062
10064
10071
10073
10072
10075 10074
10077
10076
10078
10081
TR
A
V
G R
D
E
SW
E
SW
1 PT
ESW
G R
D
E S W
P T
G R
D
B B
T B
T B
T C
S T
B B
B C
B C
S T
T C
D
TR
EE
10000
C K
SH
O
T
TR
A
V
100109
12" TERRA
SPEED
S S
T O
P
.7
T R
A
FFIC
SIG
N
FILLED W/ TRASH
FILLED W/ TRASH
24" TERRA
18"T E
R R
A
INV ELEV 19.96
INV 20.94
" T
E R
R A
INV 20.67
INV 20.31
INV 22.94
"T
ER
RA
INV 21.61
FILLED W/ TRASHINV OUT 18.58
L O
O P
D E
T E
C T
O R
L O
O P
D E
T E
C T
O R
L O
O P
D E
T E
C T
O R
B/CURB
B/CURB
B/CURB
B/CURB
100091
100090
100093 100092
100095
100085
100094
100084 100097100087
100096
100086
100099
100089
100098
100088
100110
100100
100111
100101
100112
100102
100113
100103
100114
100104
100115
100105
100116
100106
100117
100107
100118
100108
100119
B C
S T
C
IN
C C
LSR
EC
T
T C
T C
S T
T B
S T
T C
S T
B C
B C
S T
T B
B C
T B
T C
B B
CIN
C
B B
S T
C
IN
C
ST
G R
D
B B
T B
S T
B B
T B
E S W
S T M
A C
T B
E
SW
1 ST
T B
ESW
D
TR
EE
E
SW
B B
S T
E
SW
B B
ESW
B B
G R
D
B B
G R
D
TR
A
V
10052
10059
10061
10060 10063
10062
10064
10071
10073
10072
10075 10074
10077
10076
10078
10081
TR
A
V
G R
D
E
SW
E
SW
1 PT
ESW
G R
D
E S W
P T
G R
D
B B
T B
T B
T C
S T
B B
B C
B C
S T
T C
D
TR
EE
10000
C K
SH
O
T
TR
A
V
100109
12" TERRA
N 33^ 23’ 10.55" W
PC 51+10.33
P T
.1
P
C
.9
P C
C
.6
N 42^ 05’ 06.61" W
PT 508+14.50
P C
.0
PCC 512+69.04
S 10^ 49’ 41.59" W
PO
T 1000+00.00
PC 1000+79.87
P C
C
.2
P R
C
.0
P R
C
.3
S
’ 5
.1
" W
Rock Creek &
Potomac Parkway
Sta. 54+68.33 =
Crossover
Sta. 580+84.35
Rock Creek &
Potomac Parkway
Sta. 509+85.23 =
Crossover
Sta. 580+00.00
9 5
3 5
EX-I
5500R
EX-I
5500L
EX-I
50775
EX-I
50900L
EX-I
50900R
EX-I
51000L
EX-I
51000R
TP #2
TP #3
I
5665L
I
5590L
ES
5500-O
I
5500L
I
5500R
CLASS 4 RIPRAP
6’ X 8’
I
0 45
0 45
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
20 20 400
05 5 10
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
CIP
CIP
LOD
LOD
L O
D
LO
D
L O
D
L O
D
LOD
LOD
LOD
LOD
L O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
L O
D
LOD
LOD
LOD
LOD
L O
D LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD L
O
D
LOD
L O
D
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
LO
D
/O C
F LOD/OCF
LOD/OCF
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
LOD/OCFLOD/OCFLOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
LOD/OCFLOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCFLOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/O
CF
LOD/OCF
SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF SSF SSF SSF SSF
S S
F
S S F
SSF
SSF
SSF
SSF SSF SSF
SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF SSF SSF SSF SSF
S S
F
S S F
SSF
SSF
SSF
SSF SSF SSF
N
RCK-7
RCK-8
RCK-9
M A
T C
H L
IN
E
S T
A . 5
M A
T C
H L
IN
E
S T
A . 5
SB Rock Creek & Potomac Parkway
WTR-2
WTR-1
SB Ramp Waterside Dr.
M A
T C
H L
IN
E
S T
A . 5
M A
T C
H L
IN
E
S T
A . 5
M A
T C
H L
IN
E
S T
A . 5
SB ROCK CREEK & POTOMAC PARKWAY
STA. 52+50 TO STA. 57+50
EROSION CONTROL PLAN
M.6
IRON FENCE
TRAFFIC
SPEED
TRAFFIC
TRAFFIC
SS
TOP 22.49
SS
TOP 68.47
18"TERRA
INV ELEV 19.96
INV.18"TERRA.
ELEV 12.37
FILLED W/DEBRIS
INV OUT 27.66
FILLED W/WATER
FILLED W/DEBRIS
INV 20.03
FILLED W/DEBRIS
INV IN 21.54
INV OUT 21.44
INV 23.73
CANNOT SEE PIPE
FILLED W/ DEBRIS
INV 24.46
INV IN 18.42 INV OUT 15.48
FILLED W/ DEBRIS
B/CURB
GRD
DTREE
DPIPE
GRD
DTREE
BB ST
ESW
ST
BB
ESW1 ST
GRD
TB ST
BB
GRD
ESW1
GRD
TB
BB
ESW
GRD
TB
ESW
GRD
TB
ESW1
GRD
GRD
12"
MACADAM WALK
2012TRAV
10045
10044
10047
10046
10049
10048
10051
10050
10053
10052
10055
10054
10057
10056
10059
10058
10061 10060
10063
10062
10065
10064
10067
10066
10069 10068
10071 10070
10073 10072
10075
10074
10077
10076
10079
10078
10081
10080
10083
10082
TRAV
TB
TB ST
TB
TB
BB ST
TB
BB
BB
GRD
GRD
ESW
ST M
AC
GRD
ESW1 PC
ESW1 ST
ESW
ESW
PC
ESW1 PT
ESW1
GRD
ESW
PT
GRD
GRD
BB ST
GRD
TB
TB ST
BB
BB
TB TB
TC ST
BB
BC
BC ST
TC
TC
DTREE
BC
DTREE
DTREE
10000
2012CKSHOT
TRAV
IRON FENCE
TRAFFIC
SPEED
TRAFFIC
TRAFFIC
SS
TOP 22.49
SS
TOP 68.47
18"TERRA
INV ELEV 19.96
INV.18"TERRA.
ELEV 12.37
FILLED W/DEBRIS
INV OUT 27.66
FILLED W/WATER
FILLED W/DEBRIS
INV 20.03
FILLED W/DEBRIS
INV IN 21.54
INV OUT 21.44
INV 23.73
CANNOT SEE PIPE
FILLED W/ DEBRIS
INV 24.46
INV IN 18.42 INV OUT 15.48
FILLED W/ DEBRIS
B/CURB
GRD
DTREE
DPIPE
GRD
DTREE
BB ST
ESW
ST
BB
ESW1 ST
GRD
TB ST
BB
GRD
ESW1
GRD
TB
BB
ESW
GRD
TB
ESW
GRD
TB
ESW1
GRD
GRD
12"
MACADAM WALK
2012TRAV
10045
10044
10047
10046
10049
10048
10051
10050
10053
10052
10055
10054
10057
10056
10059
10058
10061 10060
10063
10062
10065
10064
10067
10066
10069 10068
10071 10070
10073 10072
10075
10074
10077
10076
10079
10078
10081
10080
10083
10082
TRAV
TB
TB ST
TB
TB
BB ST
TB
BB
BB
GRD
GRD
ESW
ST M
AC
GRD
ESW1 PC
ESW1 ST
ESW
ESW
PC
ESW1 PT
ESW1
GRD
ESW
PT
GRD
GRD
BB ST
GRD
TB
TB ST
BB
BB
TB TB
TC ST
BB
BC
BC ST
TC
TC
DTREE
BC
DTREE
DTREE
10000
2012CKSHOT
TRAV
N 59^ 30’ 23.74" W
P C
C
.6
P T
.8
PC 61+60.33
N 57^ 57’ 29.95" W
PCC 512+69.04
PT 515+33.85
PC 516+60.15
5 5
9 6
EX-I
EX-I
5975L
EX-I
5975R
EX-I
6150L
EX-I
6150R
EX-I
51475L
EX-I
51475R
TP #4
TP #5
I
6010L
I
5900L I
5975L
ES
5975-O
EX-
5975-O
CLASS 4 RIPRAP
6’ X 8’
CLASS 4 RIPRAP
I
20 20
25 25
25 25 25
20 20
25 25
25 25 25
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
20 20 400
05 5 10
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
N
CIP
TPF
LOD
LOD
LOD
LOD
LOD
LOD
L O
D
LODLODLODLOD
L O
D
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLOD
L O
D
L O
DL
O
D
L O
DL
O
D
LODLODLODLOD
L O
D
LOD
LOD
LOD L
O
D
LOD
L O
D L
O D
L O
D
LOD
LOD
LOD
L O
D
LOD
LOD
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCFLOD/OCFLOD/OCF
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
L O
D /O
C
FLOD/OCFLOD/OCFLOD/OCFLOD/OCF
LOD/OCFLOD/OCFLOD/OCFLOD/OCF
LOD/OCFLOD/OCFLOD/OCF
LOD/OCF
L O
D /O
C F
L O
D /O
C F
LOD/OCF
LOD/OCF
L O
D /O
C F
L O
D /O
C F
LOD/OCFLOD/OCFLOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
S S F
SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF
SSF
SSF
SSF
SSF
SSF SSF SSF SSF SSF
S S F
SSF SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
S S F
SSF SSF SSF SSF SSF SSF SSF SSF SSF SSF
SSF
SSF
SSF
SSF
SSF SSF SSF SSF SSF
S S F
SSF SSF SSF SSF
SSF
N
RCK-9
RCK-10
SB Rock Creek & Potomac Parkway
NB Rock Creek & Potomac Parkway
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A
SB ROCK CREEK & POTOMAC PARKWAY
STA. 57+50 TO STA. 62+50
EROSION CONTROL PLAN
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A
M.7
IN
V
"R
C P
E L
E V
.7
S S
T O
P
.1
U N
S
ST
O
P
.7
ONEWAY
TWOWAY
ONEWAY
S S
T O
P
.7
S D
T O
P
.9
S S
T O
P
.4
FILLED W/ TRASH
INV 15" OUT
ELEV 24.69
FILLED W
/DEBRIS
INV IN 21.54
INV OUT 21.44
INV 23.73
CANNOT SEE PIPE
FILLED W/ DEBRIS
INV 24.46
INV IN 18.42
INV OUT 15.48
FILLED W/ DEBRIS
B/CURB
G R
D
E S W
G R
D
T B
G R
D
G R
D
D T
R E
E
D P
IP
E
G R
D
G R
D
D T
R E
E
B B
S T
G R
D
E S W
S T
G R
D
D T
R E
E
B B
E S W
S
T
G R
D
T B
S T
B B
G R
D
E
SW
G R
D
T B
B B
E S W
G R
D
T B
B B
E S W
G R
D
T B
B B
E
SW
G R
D
T B
B B
E
SW
G R
D
T B
B B
IN
V
.1 "R
C P
E L
E V
.6
MACADAM WALK
T R
A V
C K
S H
O T
E L
E C 10001
10011
10010
10013
10012
10015
10014
10017
10016
10019
10018 10021
100311
10041
T C
S T
B C
P C
B C
S T
T C
T C
P C
B C
B C
T B
S T T
C
T B
L P
B B
S T
E S W
S T
T B
E
SW
E S W
S
T
B B
E S W
B B
E S W
E L
M H
E
SW
D
T R
E E
G R
D
D T
R E
E
G R
D
M
ISC
G R
D
T B
T B
S T
D T
R E
ET
B
D T
R E
E
D T
R E
E
B B
B B
S T
D T
R E
E
B B
T B
T B
S T
T B
T B
T R
A V
G R
D
G R
D
G R
D
S T
U M
P
TRAFFIC
TRAFFIC
IN
V
"R
C P
E L
E V
.7
S S
T O
P
.1
U N
S
ST
O
P
.7
ONEWAY
TWOWAY
ONEWAY
S S
T O
P
.7
S D
T O
P
.9
S S
T O
P
.4
FILLED W/ TRASH
INV 15" OUT
ELEV 24.69
FILLED W
/DEBRIS
INV IN 21.54
INV OUT 21.44
INV 23.73
CANNOT SEE PIPE
FILLED W/ DEBRIS
INV 24.46
INV IN 18.42
INV OUT 15.48
FILLED W/ DEBRIS
B/CURB
G R
D
E S W
G R
D
T B
G R
D
G R
D
D T
R E
E
D P
IP
E
G R
D
G R
D
D T
R E
E
B B
S T
G R
D
E S W
S T
G R
D
D T
R E
E
B B
E S W
S
T
G R
D
T B
S T
B B
G R
D
E
SW
G R
D
T B
B B
E S W
G R
D
T B
B B
E S W
G R
D
T B
B B
E
SW
G R
D
T B
B B
E
SW
G R
D
T B
B B
IN
V
.1 "R
C P
E L
E V
.6
MACADAM WALK
T R
A V
C K
S H
O T
E L
E C 10001
10011
10010
10013
10012
10015
10014
10017
10016
10019
10018 10021
100311
10041
T C
S T
B C
P C
B C
S T
T C
T C
P C
B C
B C
T B
S T T
C
T B
L P
B B
S T
E S W
S T
T B
E
SW
E S W
S
T
B B
E S W
B B
E S W
E L
M H
E
SW
D
T R
E E
G R
D
D T
R E
E
G R
D
M
ISC
G R
D
T B
T B
S T
D T
R E
ET
B
D T
R E
E
D T
R E
E
B B
B B
S T
D T
R E
E
B B
T B
T B
S T
T B
T B
T R
A V
G R
D
G R
D
G R
D
S T
U M
P
N 59^ 30’ 2
3.74" W PC 61+60.33
PCC 63+72.24
PCC 68+03.78
N 57^ 57’ 2 9.95" W
PC 516+60.15
PCC 520+13.13
EX-I
6300L
EX-I
6300R
EX-I
6300-I
EX-I
52000
EX-I
6475L
EX-I
51825R
EX-I
51825L
TP #5
TP #6
TP #7 TP #8
TP #10
TP #9
TP #11
TP #13
TP #12
I
6595R
I
52050R
I
6535R
I
6410R
I
6360RI
6300R
I
6300L
ES
6300-O
I
6475R
I
52000
EX-
6300-O
CLASS 4 RIPRAP
6’ X 10’
I
6300I
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
20 20 400
05 5 10
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
CIP
MIP
L O
D
L O
D
L O
D
L O
D
LOD
LOD
LOD
LOD
L O
D
LOD
LOD
LOD
L O
D
LOD
L O
D
L O
DL
O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L O
D
LOD
LOD
LOD
LOD
L O
D
L O
D
L O
D
LOD
LODLODLODLODLODLODLOD
LOD
LOD
LOD
L O
D
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L O
D /O
C
F LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF LOD/OCF LOD/OCF LOD/OCF
LOD/OCF
LOD/OCFLOD/OCFLOD/OCFLOD/OCFLOD/OCFLOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
L O
D /O
C F
L O
D /O
C
FLOD/OCF
LO
D
/O C
F
L O
D /O
C F
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF LOD/OCF LOD/OCF LOD/OCF LOD/OCF LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
LOD/O
CF
LOD/O
CF
LOD/O
CF
LOD/O
CF
LOD/O
CF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
S S
F
SSF
SSF
SSF
SSF
SSF
S S F
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
S S
F
SSF
SSF
SSF
SSF
SSF
S S F
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
N
RCK-10
RCK-11M
A
T C
H L
IN
E
S T
A . 6
M A
T C
H L
IN
E
S T
A
SB Rock Creek & Potomac Parkway
NB Rock Creek & Potomac Parkway
RCK-154
RCK-155
SB ROCK CREEK & POTOMAC PARKWAY
STA. 62+50 TO STA. 67+50
EROSION CONTROL PLAN
M A
T C
H L
IN
E
S T
A . 5
M.8
INV OUT 24.70
"T
E R
R A
G R
D
E S
W
D T
R E
E
T R
A V
T B
S T
E S
W
D T
R E
E
T B
E S
W
D T
R E
E
T B
E S
W P
C S
T M
A C
E S
W
E S
W
B B
S T
E S
W
D P
IP
E
B B
G R
D
D T
R E
E
B B
E S
W
G R
D
IN
V
T
E R
R A
E L
E V
.8
INV OUT 24.70
"T
E R
R A
G R
D
E S
W
D T
R E
E
T R
A V
T B
S T
E S
W
D T
R E
E
T B
E S
W
D T
R E
E
T B
E S
W P
C S
T M
A C
E S
W
E S
W
B B
S T
E S
W
D P
IP
E
B B
G R
D
D T
R E
E
B B
E S
W
G R
D
IN
V
T
E R
R A
E L
E V
.8
PCC 68+03.78
P C
C
.0
PCC 526+32.60
5 5
0 7
EX-I
7250R
EX-I
7250L
I
7190R
I
7130R
EX
7250-O
I7250L
I
7250L
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
20 20 400
05 5 10
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
P C
C
.5
P C
C
.1
N 67^ 44’ 14.25" E
P C
C
.3
P C
C
.3
P T
.7
INV 25.21
INV 23.68INV 23.70
INV 22.66
INV 22.58
IN
V
15"PV
C
ELEV
19.75
IN
V OUT 24.70
"T
E R
R A
56105620
GRD
BB
ESWDTREE
TRAV
TB
ST
BB
ESW
DTREE
TB
BB
ESW
DTREE
TB
BB
ESW
PC
ST M
A
C
TB
GRD
ESW
TB
BB
ESW
B B
ST
TB
GRD
ESW
DPIPE
ESW
PC
ST M
A
C
GRD
ESW
BB
ESW
GRD
DTREE
BB
ESW
GRD
DTREE
14.59
16.63
30.7030.46
30.65
30.26
17.13
30.79
25.44
30.48
16.53
30.54
21.93
30.33
17.24
30.79
30.25
16.72
30.82
30.35
17.26
30.86
17.04
30.45
15.66
30.96
19.85
30.73
16.39
30.96
17.14
30.60
15.16
30.24
17.17
30.72
14.72
20.66
42"
12"
18"
28"
ESW
TB
ST
TB
BB
DPIPE
ESW
DTREE
ESW
BB
ESW
DTREE
28.45
28.10
28.41
18.87
21.07
28.41
21.12
28.88
19.12
28.92
26.10
TRAV
28.41
INV 25.21
INV 23.68INV 23.70
INV 22.66
INV 22.58
IN
V
15"PV
C
ELEV
19.75
IN
V OUT 24.70
"T
E R
R A
56105620
GRD
BB
ESWDTREE
TRAV
TB
ST
BB
ESW
DTREE
TB
BB
ESW
DTREE
TB
BB
ESW
PC
ST M
A
C
TB
GRD
ESW
TB
BB
ESW
B B
ST
TB
GRD
ESW
DPIPE
ESW
PC
ST M
A
C
GRD
ESW
BB
ESW
GRD
DTREE
BB
ESW
GRD
DTREE
14.59
16.63
30.7030.46
30.65
30.26
17.13
30.79
25.44
30.48
16.53
30.54
21.93
30.33
17.24
30.79
30.25
16.72
30.82
30.35
17.26
30.86
17.04
30.45
15.66
30.96
19.85
30.73
16.39
30.96
17.14
30.60
15.16
30.24
17.17
30.72
14.72
20.66
42"
12"
18"
28"
ESW
TB
ST
TB
BB
DPIPE
ESW
DTREE
ESW
BB
ESW
DTREE
28.45
28.10
28.41
18.87
21.07
28.41
21.12
28.88
19.12
28.92
26.10
TRAV
28.41
CIP
CIP
CIP
CIP
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
L O
D
LOD
LOD
LODLODLODL
O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L O
D
L O
D
LOD/O
CF
LOD/O
CF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
LOD/O
CF
LOD/OCF LOD/OCF LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/O
CF
LOD/O
CF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C
FLOD/OCF
LOD/OCFLOD/OCFLOD/OCFLOD/OCFLOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
S S F
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF SSF SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
S S F
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF SSF SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
EX-I
R
EX-I
L
EX-I
EX-I
EX-PP
7600-O
I
7750R
I
I
7620R
I
I
7545R
I
I
7575I
CLASS 4 RIPRAP
4’ X 6’
I
I
7250L
I
L
CIP
CIP
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L O
D
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCFLOD/OCFLOD/OCFLOD/OCFLOD/OCFLOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
SSF SSF SSF SSF SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF SSF SSF SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
N
RCK-11
RCK-12
RCK-13
M A
T C
H L
IN
E
S T
A . 6
M A
T C
H L
IN
E
S T
A
RCK-155
RCK-156
SB Rock Creek &
Potomac Parkway
NB Rock Creek &
Potomac Parkway
M A
T C
H L
IN
E
S T
A . 7
M A
T C
H L
IN
E
S T
A
SB ROCK CREEK & POTOMAC PARKWAY
STA. 67+50 TO STA. 77+50
EROSION CONTROL PLAN
M.9
INV 25.21
6312 6313
ESW 1
TB ST TB
TB
BB ST
ESW
ST M
AC
BB
ESW
1 ST MAC
DPIPE
ESW 1
DTREE
ESW
BB
ESW
DTREE
INV 15"IRON
ELEV 21.07’
TRAV
INV 25.21
6312 6313
ESW 1
TB ST TB
TB
BB ST
ESW
ST M
AC
BB
ESW
1 ST MAC
DPIPE
ESW 1
DTREE
ESW
BB
ESW
DTREE
INV 15"IRON
ELEV 21.07’
TRAV
P C
C
.1
P R
C
.4
P C
C
.9
N 67^ 44’ 14.25" E
P T
.7
N B
R C
P
P P
O T
.9
S B
R C
P
P S ta
.4
.9
L t.
1 8
EX-I
EX-EW
7850-O
TP #14
TP #15
TP #16
8190L
I
8120L
I
8020L
I
7930L
I
MH
CLASS 4 RIPRAP
6’ X 8’
ES
7850-O
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
20 20 400
05 5 10
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
N 42^ 54’ 37.76" E
P T
.7
P C
.0
P R
C 88+
25.70
6 8
ONLY
"R
C P
INV 27.20’
IN
V
15" R C
P
E L E V
22.66
IN
V
. ELEV
19.58
"R
C P
"R
C P
INV 24.69
INV 24.22
B/CURB
70067016
70087018
T B
ST
TRAV
GRD
BB
DTREE
GRD
ESW
TB ELM
H
TB
GRD
DPIPE
DTREE
GRD
ESW
TB
GRD
TB
GRD
DTREE
DTREE
GRD
ESW
T C
PC
ST
GRD
TB
GRD
BB
GRD
PO
ST ST
ESW
PT
TC
GRD
TB
GRD
BB
GRD
PO
ST
E
SW
PC
ST
B B
ST
TC
TB
B B
ST
DTREE
GRD
PO
ST ST
ESW
B
B
TC
GRDBB
DTREE
GRD
PO
ST
ESW
B
B
B C
PC
ST
GRD
DPIPE
DTREE
GRD
SIG
N
ST
ESW
B
B
BC
GRDBB
DTREE
GRD
SIGN
T B
ST
BC
GRD
DTREE
DTREE
GRD
E
SW
ST
TB
BC
27.18
28.61
19.83
19.87
28.26
28.30
28.21
30.74
30.52
27.38
19.67
22.96
27.34
28.05
28.17
30.69
29.44
28.28
19.41
23.89
29.12
28.23
27.98
30.68
29.32
28.70
20.04
19.74
28.17
28.59
27.85
30.76
29.31
27.50
19.70
20.09
28.11
28.61
28.06
30.83
28.56
20.28
23.64
28.04
28.63
28.13
30.99
19.80 20.20
24.39
27.86
28.51
28.24
30.73
19.42
23.28
28.31
28.26
28.18
28.42
30.60
19.3319.86
28.03
28.32
28.32
30.45
30.49
19.77
23.42
27.72
28.26
28.25
30.61
30.42
IN
V
8"TERRA
ELEV
23.28’
IN
V
12"TERRA
E L E V
22.96’
24"
28.36
20.09
23.57
18.64
27.87
29.31
27.74
18.47
26.59
21.37
27.59
29.31
18.65
27.10
18.55
27.73
29.50
25.62
19.59
26.45
16.82
28.30
29.25
17.99
27.24
27.47
28.99
29.06
18.46
26.65
25.51
29.49
29.06
18.63
26.75
24.34
29.43
29.01
17.48
28.15
27.06
29.18
28.06
17.42
29.33
23.80
29.07
27.84
18.38
28.62
26.29
29.30
27.52
TRAV
BB
TB
BB
ESW
TB
GRD
B B
ST
T B
ST
DPIPE
ESW
TB
BB
TB
BB
E
SW
ST
B
B
ST
TC
DPIPE
BB
TB
GRD
ESW
PC
B B
B C
ST
GRD
TB
DTREE
ESW
BC CIN
C ST
B B
ST
TB
DTREE
ESW
PT
CINC
GRD
TB
DTREE
T C
ST
CINC CLSRECT
GRD
TB
DTREE
B C
ST
M
ISC PT
GRD
E
SW
ST
TB
BC
GRD
BB
ESW
T B
ST
T C
T B
ST
GRD
IN
V
12"CM
P
ELEV
21.37’
INV 25.62
8"CMP
ONLY
"R
C P
INV 27.20’
IN
V
15" R C
P
E L E V
22.66
IN
V
. ELEV
19.58
"R
C P
"R
C P
INV 24.69
INV 24.22
B/CURB
70067016
70087018
T B
ST
TRAV
GRD
BB
DTREE
GRD
ESW
TB ELM
H
TB
GRD
DPIPE
DTREE
GRD
ESW
TB
GRD
TB
GRD
DTREE
DTREE
GRD
ESW
T C
PC
ST
GRD
TB
GRD
BB
GRD
PO
ST ST
ESW
PT
TC
GRD
TB
GRD
BB
GRD
PO
ST
E
SW
PC
ST
B B
ST
TC
TB
B B
ST
DTREE
GRD
PO
ST ST
ESW
B
B
TC
GRDBB
DTREE
GRD
PO
ST
ESW
B
B
B C
PC
ST
GRD
DPIPE
DTREE
GRD
SIG
N
ST
ESW
B
B
BC
GRDBB
DTREE
GRD
SIGN
T B
ST
BC
GRD
DTREE
DTREE
GRD
E
SW
ST
TB
BC
27.18
28.61
19.83
19.87
28.26
28.30
28.21
30.74
30.52
27.38
19.67
22.96
27.34
28.05
28.17
30.69
29.44
28.28
19.41
23.89
29.12
28.23
27.98
30.68
29.32
28.70
20.04
19.74
28.17
28.59
27.85
30.76
29.31
27.50
19.70
20.09
28.11
28.61
28.06
30.83
28.56
20.28
23.64
28.04
28.63
28.13
30.99
19.80 20.20
24.39
27.86
28.51
28.24
30.73
19.42
23.28
28.31
28.26
28.18
28.42
30.60
19.3319.86
28.03
28.32
28.32
30.45
30.49
19.77
23.42
27.72
28.26
28.25
30.61
30.42
IN
V
8"TERRA
ELEV
23.28’
IN
V
12"TERRA
E L E V
22.96’
24"
28.36
20.09
23.57
18.64
27.87
29.31
27.74
18.47
26.59
21.37
27.59
29.31
18.65
27.10
18.55
27.73
29.50
25.62
19.59
26.45
16.82
28.30
29.25
17.99
27.24
27.47
28.99
29.06
18.46
26.65
25.51
29.49
29.06
18.63
26.75
24.34
29.43
29.01
17.48
28.15
27.06
29.18
28.06
17.42
29.33
23.80
29.07
27.84
18.38
28.62
26.29
29.30
27.52
TRAV
BB
TB
BB
ESW
TB
GRD
B B
ST
T B
ST
DPIPE
ESW
TB
BB
TB
BB
E
SW
ST
B
B
ST
TC
DPIPE
BB
TB
GRD
ESW
PC
B B
B C
ST
GRD
TB
DTREE
ESW
BC CIN
C ST
B B
ST
TB
DTREE
ESW
PT
CINC
GRD
TB
DTREE
T C
ST
CINC CLSRECT
GRD
TB
DTREE
B C
ST
M
ISC PT
GRD
E
SW
ST
TB
BC
GRD
BB
ESW
T B
ST
T C
T B
ST
GRD
IN
V
12"CM
P
ELEV
21.37’
INV 25.62
8"CMP
CIP
LO
D
LO
D
LO
D
L O
D
LOD
L O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD LOD
L O
D L
O D
LOD
LOD
LOD
LOD
LOD
LOD
L O
D L
O D
L O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
L O
D
L O
D
LOD
L O
D
L O
D
L O
D
LO
D
/O C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
LOD/OCF
LOD/OCF
L O
D /O
C F
L O
D /O
C F
LOD/O
CF
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF LOD/OCF
L O
D /O
C F
LOD/OCF
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
LOD/OCFLOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCFLOD/OCFLOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
S S
F
S S F
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF
SSF
SSF
S S
F
S S F
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF
SSF
SSF
EX-I
EX-I
EX-PP
EX-PP
8650-O
TP #17
TP #18
TP #19
I
8325L
I
ES
8400-O
CLASS 4 RIPRAP
6’ X 8’
CLASS 4 RIPRAP
6’ X 8’
I
8500L
I
8650I
I
8320I
I
CIP
LODLODLODLOD
LOD LOD LOD LOD
LODLODLOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
L O
D
L O
D
LOD
LOD
L O
D
L O
D
L O
D
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD L
O
D
LOD
LOD
LOD
LOD
LOD/OCF
LOD/OCFLOD/OCFLOD/OCFLOD/OCFLOD/OCF
LOD/OCF
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCFLOD/OCFLOD/OCF
LOD/OCFLOD/OCF
LOD/OCF
LOD/OCF
LOD/OCFLOD/OCFLOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF LOD/OCF LOD/OCF LOD/OCF
S S
F SSF
SSF SSF SSF SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF SSF SSF SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
S S
F SSF
SSF SSF SSF SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF SSF SSF SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
50 50
50 50
25 25
25 25
N
RCK-14
RCK-15
RCK-16
RCK-17
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A . 8
SB Rock Creek & Potomac Parkway
NB Rock Creek & Potomac Parkway
RCK-158
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A . 8
SB ROCK CREEK & POTOMAC PARKWAY
STA. 77+50 TO STA. 87+50
EROSION CONTROL PLAN
M.10
R
C P
R
C P
INV 21.01
INV 26.22
INV 24.69
INV 24.22
INV 32.73
"R
C P
SS MH
INV.15"RCP
ELEV 20.65
INV.12"RCP
INV.12"RCP
ELEV 22.70
INV.12"TERRA
ELEV 19.79’
TOP 33.95’
R
C P
R
C P
INV 21.01
INV 26.22
INV 24.69
INV 24.22
INV 32.73
"R
C P
SS MH
INV.15"RCP
ELEV 20.65
INV.12"RCP
INV.12"RCP
ELEV 22.70
INV.12"TERRA
ELEV 19.79’
TOP 33.95’
P R
C
.7
P C
C
.5
EX-I
8825L
EX-I
8825R
EX-I
EX-
8950-O
EX-EW
8825-O
TP #19
TP #20
EX-I
I
9000L
I
8875L
I
8875R
EX-MH
EX
9225-O
CLASS 4 RIPRAP
6’ X 8’
CLASS 4 RIPRAP
6’ X 8’
EW
8950-O
EW
9225-O
I
8825I
CLASS 4 RIPRAP
6’ X 10’
I
I
I
8825L
0 30
35 35
0 30
35 35
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
20 20 400
05 5 10
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
N 40^ 13’ 37.79" E
P C
C
2+
.5
P C
C
.5
P R
C
6+
.3
P C
98+ 15.76
PT 97+47.70
Rock Creek &
Potomac Parkway
Sta. 96+32.90 =
Shoreham Dr.
Sta. 700+00.00
11.64’ Lt.
6 9
INV 51.42
INV 32.73
"R
C P
INV 42.57
"R
C P
12"R C
P
INV 51.42
INV 32.73
"R
C P
INV 42.57
"R
C P
12"R C
P
CIP
CIP
CIP
LOD
L O
D
LOD
LOD
L O
D
L O
D
L O
D
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF LOD/OCF LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/O
CF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF LOD/OCF LOD/OCF LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF LOD/OCF LOD/OCF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF SSF SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF SSF SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF SSF SSF SSF
EX-I
EX-I
EX-I
I
I
I
CIP
CIP
CIP
CIP
L O
D
L O
D
LOD
L O
D
LOD
LOD
LOD
LOD
L O
D
L O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD L
O D
L O
D
LOD
LOD
L O
D
LOD
LOD
LOD
L O
D
L O
D
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
LOD/OCF
LOD/OCFLOD/OCFLOD/OCF
LOD/OCF
L O
D /O
C F
L O
D /O
C F
LOD/OCF
L O
D /O
C F
L O
D /O
C F
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
LOD/OCF
L O
D /O
C F
L O
D /O
C F
L O
D /O
C F
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
N
RCK-18
RCK-19
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A . 9
SB Rock Creek & Potomac Parkway
NB Rock Creek & Potomac Parkway
M A
T C
H L
IN
E
S T
A
ROCK CREEK & POTOMAC PARKWAY
STA. 87+50 TO STA. 97+50
EROSION CONTROL PLAN
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A . 7
M.11
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
SIGNING AND PAVEMENT
MARKING
GENERAL NOTES
P.1
PC 31+31.39
PCC 34+30.35
PC 31+31.39
PCC 34+30.35
N 37^ 09’ 31.65" W
PCC 34+30.35
PT 36+63.50
N 37^ 09’ 31.65" W
N 37^ 09’ 31.65" W
PCC 34+30.35
PT 36+63.50
N 37^ 09’ 31.65" W
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
N
N
M A
T C
H L
IN
E
S T
A . 3
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A . 3
SIGNING AND PAVEMENT
MARKING
20 20 400
SCALE IN FEET
ABUTMENT
ABUTMENT
Rock Creek and Potomac Parkway
P S tre e t
P S tre et R am p
Sta. 31+31.39 to Sta. 38+50
Rock Creek and Potomac Parkway
P.2
N 37^ 09’ 31.65" W
PC 40+83.19
P C
C
.4
N 37^ 09’ 31.65" W
9 4
N 37^ 09’ 31.65" W
PC 40+83.19
P C
C
.4
N 37^ 09’ 31.65" W
9 4
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
N
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A . 4
SIGNING AND PAVEMENT
MARKING PLAN
20 20 400
SCALE IN FEET
ABUTMENT
ABUTMENT
Rock Creek and Potomac Parkway
Sta. 38+50 to Sta. 42+50
EDGE WATER EDGE WATER
P C
C
.4
P C
C
.0
PCC 46+18.56
PRC 501+16.71
P R
C
.2
NB RC & PPPC 500+00.00, LT. 9.84’ =
SB RC & PP44+56.70
5 4
+50 101
P T
S T
A
.7
+50
+50
103 +50
P C
S T
A
.5
P C
C
.4
P C
C
.0
PCC 46+18.56
PRC 501+16.71
P R
C
.2
NB RC & PPPC 500+00.00, LT. 9.84’ =
SB RC & PP44+56.70
5 4
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
N
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S .B
.R . S
T A
. 4
N .B
.R S
T A
20 20 400
SCALE IN FEET
SIGNING AND PAVEMENT
MARKING PLAN
Folding sign
PM Alternative
Folding sign
PM Alternative
N.B. Rock Creek and Potomac Parkway
S.B. Rock Creek and Potomac Parkway
Sta. 42+50 to Sta. 47+50
Sta. 500+00 to Sta. 503+00
P.4
Folding sign
PM Alternative
Folding sign
PM Alternative
N 66^ 00’ 01.10" W
T
.2
PC 51+10.33
N 42^ 05’ 06.61" W
P R
C
.2
P R
C
.0
PT 508+14.50
PC 1000+79.87
P C
C
.2
P R
C
.0
P R
C
.3
P T
.1
Rock Creek &
Potomac Parkway
Sta. 49+93.10 =
SB RP. Waterside Dr.
Sta. 1005+14.16
4.14’ Rt.
9 5 0 5
+50
P C
S T
A
.5
104 +50
P T
S T
A
.7
105 +50 106 +50
P O
T S
T A
.4
N 66^ 00’ 01.10" W
P T
.2
PC 51+10.33
N 42^ 05’ 06.61" W
P R
C
.2
P R
C
.0
PT 508+14.50
PC 1000+79.87
P C
C
.2
P R
C
.0
P R
C
.3
P T
.1
Rock Creek &
Potomac Parkway
Sta. 49+93.10 =
SB RP. Waterside Dr.
Sta. 1005+14.16
4.14’ Rt.
9 5 0 5
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
N
M A
T C
H L
IN
E
S .B
.R S
T A
N .B
.R
S T
A
M A
T C
H L
IN
E
S .B
.R S
T A
N .B
.R S
T A
20 20 400
SCALE IN FEET
SIGNING AND PAVEMENT
MARKING PLAN
S.B. Rock Creek and Potomac Parkway
Sta. 47+50 to Sta. 52+50
Sta. 503+00 to Sta. 508+00
SB Ramp Waterside Dr.
NB Ramp Waterside Dr.
N.B. Rock Creek and Potomac Parkway
P.5
N 33^ 23’ 10.55" W
PC 51+10.33
P T
.1
P C
.9
P C
C
.6
N 42^ 05’ 06.61" W
PT 508+14.50
P C
.0
PCC 512+69.04
S 10^ 49’ 41.59" W
PO
T 1000+00.00
PC 1000+79.87
P C
C
.2
P R
C
.0
P R
C
.3
S
’ 5
.1
" W
Rock Creek &
Potomac Parkway
Sta. 54+68.33 =
Crossover
Sta. 580+84.35
Rock Creek &
Potomac Parkway
Sta. 509+85.23 =
Crossover
Sta. 580+00.00
9 5
3 5
N 33^ 23’ 10.55" W
PC 51+10.33
P T
.1
P C
.9
P C
C
.6
N 42^ 05’ 06.61" W
PT 508+14.50
P C
.0
PCC 512+69.04
S 10^ 49’ 41.59" W
PO
T 1000+00.00
PC 1000+79.87
P C
C
.2
P R
C
.0
P R
C
.3
S
’ 5
.1
" W
Rock Creek &
Potomac Parkway
Sta. 54+68.33 =
Crossover
Sta. 580+84.35
Rock Creek &
Potomac Parkway
Sta. 509+85.23 =
Crossover
Sta. 580+00.00
9 5
3 5
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
N
SIGNING AND PAVEMENT
MARKING PLAN
M A
T C
H L
IN
E
S .B
.R . S
T A
. 5
N .B
.R . S
T A
. 5
M A
T C
H L
IN
E
S .B
.R . S
T A
. 5
N .B
.R . S
T A
. 5
20 20 400
SCALE IN FEET
N.B. Rock Creek and Potomac Parkway
S.B. Rock Creek and Potomac Parkway
F o ld in g S ig n
A M
A lt e rn a ti v e
Sta. 52+50 to Sta. 57+50
Sta. 508+50 to Sta. 513+00
SB Ramp Waterside Dr.
AUTHORIZED
OFFICIAL
VEHICLES
ONLY
NO
COMMERICAL
VEHICLES
P.6
NB Ramp Watersid e Dr.
F o ld in g S ig n
A M
A lt e rn a ti v e
AUTHORIZED
OFFICIAL
VEHICLES
ONLY
NO
COMMERICAL
VEHICLES
N 59^ 30’ 23.74" W
C
C
.6
P T
.8
PC 61+60.33
PCC 63+72.24
N 57^ 57’ 29.95" W
PCC 512+69.04
PT 515+33.85
PC 516+60.15
5 5
9 6
N 59^ 30’ 23.74" W
P C
C
.6
P T
.8
PC 61+60.33
PCC 63+72.24
N 57^ 57’ 29.95" W
PCC 512+69.04
PT 515+33.85
PC 516+60.15
5 5
9 6
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
N
SIGNING AND PAVEMENT
MARKING PLAN
M A
T C
H L
IN
E
N .B
.R S
T A
S .B
.R S
T A
M A
T C
H L
IN
E
N .B
.R S
T A
S .B
.R S
T A
20 20 400
SCALE IN FEET
IRON FENCE
S.B. Rock Creek and Potomac Parkway
N.B. Rock Creek and Potomac Parkway
Sta. 57+50 to Sta. 62+50
Sta. 513+00 to Sta. 518+00
P.7
Waterside Dr.
IRON FENCE
E L
E C
E L
E C
PCC 63+72.24
PCC 520+13.13
PCC 63+72.24
PCC 520+13.13
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
N
M A
T C
H L
IN
E
S .B
.R . S
T A
. 6
N .B
.R . S
T A
. 5
M A
T C
H L
IN
E
S T
A
SIGNING AND PAVEMENT
MARKING PLAN
20 20 400
SCALE IN FEET
S.B. Rock Creek
Parkway and Potomac
N.B. Rock Creek and Potomac Parkway
Sta. 62+50 to Sta. 67+50
Sta. 518+00 to Sta. 520+13.13
P.8
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
P C
C
.5
P C
C
.1
P C
C
.3
P C
C
.3
P T
.7
P C
C
.5
P C
C
.1
P C
C
.3
P C
C
.3
P T
.7
N
M A
T C
H L
IN
E
S T
A . 6
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A . 7
M A
T C
H L
IN
E
S T
A
N
20 20 400
SCALE IN FEET
SIGNING AND PAVEMENT
MARKING PLAN
M a s s a c h u s e tts
A v e
S.B. Rock Creek and Potomac Parkway and Potomac Parkway
N.B. Rock Creek and Potomac Parkway
S.B. Rock Creek and Potomac Parkway
N .B
. R ock C re ek
Sta. 67+50 to Sta. 77+50
P.9
N 67^ 44’ 14.25" E 8
N 67^ 44’ 14.25" E 8
N 42^ 54’ 37.76" E
N 42^ 54’ 37.76" E
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
SIGNING AND PAVEMENT
MARKING PLAN
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A . 8
N
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A
20 20 400
SCALE IN FEET
Rock Creek and Potomac Parkway
Rock Creek and Potomac Parkway
W1-8
18"x24"
See Note 2 W1-8
18"x24"
See Note 2
N
Sta. 77+50 to Sta. 87+50
P.10
N 40^ 13’ 37.79" E
N 40^ 13’ 37.79" E
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
N
SIGNING AND PAVEMENT
MARKING PLAN
M A
T C
H L
IN
E
S T
A . 8
M A
T C
H L
IN
E
S T
A . 9
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A
N
M A
T C
H L
IN
E
S T
A . 7
20 20 400
SCALE IN FEET
Rock Creek and Potomac Parkway
Rock Creek and Potomac Parkway
F o ld in g S ig n
A M
A lt e rn a ti v e
F o ld in g S ig n
P M
A lt e rn a ti v e
Sta. 87+50 to Sta. 97+50
Sta. 700+00 to Sta. 701+00
COMMERICAL
VEHICLES
EXCLUDED
COMMERICAL
VEHICLES
EXCLUDED
P.11
F o ld in g S ig n
A M
A lt e rn a ti v e
F o ld in g S ig n
P M
A lt e rn a ti v e
COMMERICAL
VEHICLES
EXCLUDED
COMMERICAL
EXCLUDED
N 40^ 13’ 37.79" E N 50^ 02’ 37.29" E
R
C
.3
P C
.7
P T
.4
PC
C
+27
.7
PCC 704+61.25
PT 97+47.70
P C
.0
PCC 750+83.08
N 65^ 41’ 36.51" E
Beach Dr.
Sta. 98+89.85 = Shoreham Dr. Ramp Sta. 750+00.00 10.30’ Lt.
Sta . 7
+37
.8
Sho re ha m
D r.
Sta.
+10
.8
Sho re ha m
D r.
R am p
.4
8’ R t.
Sta . 7
+41
.6
Sho re ha m
D r.
Sta . 9
+00
.0
Cat he dr al
A ve
.6
4’ R t.
Sta
. 7
+94 .7
Sho re ha m
D r.
Sta . 9
+00
.0
Cat he dr al
A ve
. R am p
N 65^ 41’ 36.51" E
N 65^ 45’ 32.10" E
PC
+00
.0
P C
C
.7
P T
.8
P C
.5
N 40^ 13’ 37.79" E N 50^ 02’ 37.29" E
P R
C
.3
P C
.7
P T
.4
PC
C
+27
.7
PCC 704+61.25
PT 97+47.70
P C
.0
PCC 750+83.08
N 65^ 41’ 36.51" E
Beach Dr.
Sta. 98+89.85 = Shoreham Dr. Ramp Sta. 750+00.00 10.30’ Lt.
Sta . 7
+37
.8
Sho re ha m
D r.
Sta.
+10
.8
Sho re ha m
D r.
R am p
.4
8’ R t.
Sta . 7
+41
.6
Sho re ha m
D r.
Sta . 9
+00
.0
Cat he dr al
A ve
.6
4’ R t.
Sta
. 7
+94 .7
Sho re ha m
D r.
Sta . 9
+00
.0
Cat he dr al
A ve
. R am p
N 65^ 41’ 36.51" E
N 65^ 45’ 32.10" E
PC
+00
.0
P C
C
.7
P T
.8
P C
.5
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
N
M A
T C
H L
IN
E
S T
A . 9
M A
T C
H L
IN
E
S T
A . 701+
M A
T C
H L
IN
E
S T
A . 9
MATCH LINE STA. 704+50
20 40020
SCALE IN FEET
SIGNING AND PAVEMENT
MARKING PLAN
Beach Dr.
Cathedral A ve.
S h o re h a m
D r.
C
D
D
C
B
B
A
B
C
D
F
A
E
F
E
F o ld in g S ig n
A M
A lt er n at iv e
F o ld in g S ig n
A M
A lt er n at iv e
F o ld in g S ig n
A M
A lt er n at iv e
F o ld in g S ig n
A M
A lt er n at iv e
Sta. 97+50 to Sta. 100+00
Sta. 701+00 to Sta. 704+50
COMMERICAL
VEHICLES
EXCLUDED
COMMERICAL
VEHICLES
EXCLUDED
P.12
M A
T C
H L
IN
E
S T
A . 1
F o ld in g S ig n
A M
A lt er n at iv e
F o ld in g S ig n
A M
A lt er n at iv e
F o ld in g S ig n
A M
A lt er n at iv e
F o ld in g S ig n
A M
A lt er n at iv e
COMMERICAL
VEHICLES
EXCLUDED
COMMERICAL
65^ 41’ 36.51" E
5N
65^ 41’ 36.51" E
N 2^ 18’ 08.17" W
P T
.8
P O
T
.6
9 7
N 2^ 18’ 08.17" W
P T
.8
P O
T
.6
9 7
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
N
SIGNING AND PAVEMENT
MARKING PLAN
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A . 7
N
20 20 400
SCALE IN FEET
Shoreham Dr.
Shoreham Dr.
C a lv e r t
S t.
Sta. 704+50 to Sta. 711+72.62
COMMERICAL
VEHICLES
EXCLUDED
P.13
COMMERICAL
N 39^ 34’ 58.60" E 9
N 39^ 34’ 58.60" E 9
TRAFFIC SIGNTRAFFIC SIGN
N 50^ 02’ 37.29" E
P C
.4
N 65^ 41’ 36.51" E
Sta. 901+06.77
Cathedral Ave =
Sta. 981+03.13
Cathedral Ave. Ramp
6.99’ Lt.
N 65^ 41’ 36.51" E
N 65^ 45’ 32.10" E
N 39^ 34’ 58.60" E
PC
+00
.0
P C
C
.7
P T
.8
P C
.5
P C
C
.2
P T
.3
P C
.0
N 50^ 02’ 37.29" E
P C
.4
N 65^ 41’ 36.51" E
Sta. 901+06.77
Cathedral Ave =
Sta. 981+03.13
Cathedral Ave. Ramp
6.99’ Lt.
N 65^ 41’ 36.51" E
N 65^ 45’ 32.10" E
N 39^ 34’ 58.60" E
PC
+00
.0
P C
C
.7
P T
.8
P C
.5
P C
C
.2
P T
.3
P C
.0
INV 33.72
INV 33.48
10"
RCP
FILLED W/ DIRT
07911
36.86 .0
37.18 37.10 light pole
36.86 .0
37.18 37.10 light pole
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DC
P L
O T
T E
D
B Y
F
IL
E
D
A T
E
U
S E
R N
A M
E
F
IL
E
U.S. DEPARTMENT OF TRANSPORTATION
ROCK CREEK PARK
REG STATE PROJECT
SHEET
NO.
100425
PRA-ROCR 3A6
SIGNING AND PAVEMENT
MARKING PLAN
N
M A
T C
H L
IN
E
S T
A . 9
20 20 400
SCALE IN FEET
Cathedral Ave.
F li p S
Ig n
A M
A lt e rn a ti v e
M A
T C
H L
IN
E
S T
A . 9
C o n n e c ti c u t
A v e
N
M A
T C
H L
IN
E
S T
A
Cathedral Avenue
C a lv e r t S t.
B rid g e O v e r
CAT-5
NATIONAL
PARK
SERVICE
Department of the Interior
United States of America Department of the Interior
National Park Service
Sta. 900+50 to Sta. 907+19.13
P.14
F li p S
Ig n
A M
A lt e rn a ti v e
NATIONAL
PARK
SERVICE
Department of the Interior
United States of America Department of the Interior
National Park Service
EL 19.0
EL 16.5
EL 11.5
EL 6.5
EL 1.5
EL -7.0
EL -12.0
WOH/12"
50/5"
65%
1.0
3.5
6.0
8.5
13.5
18.5
23.5
28.5
Ground water encountered on drill rods at 14.5 feet deep during and after completion of drilling.
Borehole offset 3 feet towards roadway due to electrical line and 2 feet south due to tree branches
Spoon Refusal
Rock Core
S-1
S-2
S-3
S-4
S-5
S-6
S-7
C-1
2.5
5.0
10.0
15.0
20.0
28.5
33.5
5" Topsoil
FILL: Sampled as dry to moist, brown, very loose, Sandy SILT, some Gravel, trace brick fragments and charcoal (ML)
[A-4]
FILL: Sampled as dry to moist, brown, soft, Sandy CLAY (CL) [A-6]
FILL: Sampled as dry, brown, loose, Silty Clayey SAND, trace Mica, trace
Gravel, rootlets, shell and brick fragments (SC-SM) [A-2-6]
Auger cuttings sampled as wet, greenish gray, very loose, Silty Clayey SAND
(SC-SM) [A-2-6]
Wet, brown, medium dense, Poorly
Graded GRAVEL, trace Sand (GP)
[A-1-a]
Dry to moist, gray and brown, very dense, Silty SAND, some Mica, trace
Gravel (SM) [A-1-b]
Dark gray and gray, competent, fair quality, moderately hard, slightly fractured, SCHIST BEDROCK
Bottom of Boring @ 33.5 ft.
GROUNDWATER DATA (feet)
CONSISTENCY
0-2
3-4
5-8
9-15
16-30
OVER 30
SAMPLER
Date Time Water
- U - UNDISTURBED
ELEV.
DEPTH
CASING
TEST BORING LOG
TYPE
SIZE, ID
HAMMER WT.
HAMMER FALL
PL
A
ST
IC
IT
Y
IN
D
EX
- S - SPLIT SPOON
- T - THIN WALL TUBE
SAMPLE IDENTIFICATIONBLOWS/FT.
N M
C
F ra c.
F re q
VERY LOOSE
LOOSE
MEDIUM DENSE
DENSE
VERY DENSE
BLOWS/FT.
SA
M
PL
E
N U
M B
E
R NOTES ON:
B L
O W
S
RQ
D
- SS - 3in. SPLIT SPOON
- W - WASH SAMPLE
SAMPLE PROPORTIONS
- R - DIAMOND CORE
0-4
5-10
11-30
31-50
OVER 50
VERY SOFT
SOFT
MEDIUM STIFF
STIFF
VERY STIFF
HARD
DENSITY
BORING
Inside Casing Cave-In SS
1 3/8"
140 lb
30"
12/29/2008 12/29/2008
EQUIPMENT
WB-2
LABORATORY
TEST
RESULTS
SA
M
PL
E
D E
PT
H
DESCRIPTION AND CLASSIFICATION
D E
PT
H
SA
M
PL
E
R E
C O
V E
R Y
WATER LEVELS,
WATER RETURN,
CHARACTER OF
DRILLING, ETC.
CORE
LI
Q
U
ID
LI
M
IT G
R
A
PH
IC
S
BORING
HSA
4 1/4"
DESCRIPTIVE TERM PERCENT
14.5
PROJECT : Rock Creek Parkway
CLIENT : Federal Highway Administration
SITE: Washinton, DC
WB-2
JOB NUMBER: 01066057.01
SHEET NO. 1 of 1
NORTH: 453620.04
EAST: 1297288.03
ELEVATION: 21.54
START DATE: 12/29/2008
END DATE: 12/29/2008
DRILLER: FSDI
LOGGED BY: DPC/KCI
K C
I2 B
W
L
G
B
R
IN
G L
O G
S .G
P J
K C
I1 .G
D T
/2
/0
TRACE 1 TO 10
LITTLE 11 TO 20
SOME 21 TO 35
AND 35 TO 50
EL 20.7
EL 16.2
EL 13.2
EL 8.2
EL 3.2
EL -5.4
50/5.5"
50/1"
1.0
3.5
6.0
8.5
13.5
18.5
23.5
28.5
Ground water encountered on drill rods at 13 feet deep during drilling and at 18 feet deep after completion of drilling
Borehole offset 3 feet towards roadway due to electrical line
Spoon Refusal
Auger Refusal
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
2.5
7.0
10.0
15.0
20.0
28.6
5" Topsoil
FILL: Sampled as dry, brown, medium stiff, Sandy CLAY with asphalt and brick fragments (CL) [A-6]
FILL: Sampled as dry, brown, loose, Sandy SILT, little Mica, trace Gravel and Clay, rootlets (ML) [A-4]
Dry, brown, medium dense, Sandy
SILT, little to some Gravel, trace Mica
(ML) [A-4]
Wet, gray, very loose, micaceous SILT with Sand (ML) [A-4]
Wet, brown, medium dense, Poorly
Graded GRAVEL, trace Sand (GP)
[A-1-a]
Wet, gray, very dense, Silty SAND with
GRAVEL, weathered rock fragments
(SP) [A-1-b]
Bottom of Boring @ 28.58 ft.
GROUNDWATER DATA (feet)
CONSISTENCY
0-2
3-4
5-8
9-15
16-30
OVER 30
SAMPLER
Date Time Water
- U - UNDISTURBED
ELEV.
DEPTH
CASING
TEST BORING LOG
TYPE
SIZE, ID
HAMMER WT.
HAMMER FALL
PL
A
ST
IC
IT
Y
IN
D
EX
- S - SPLIT SPOON
- T - THIN WALL TUBE
SAMPLE IDENTIFICATIONBLOWS/FT.
19.7
N M
C
F ra c.
F re q
VERY LOOSE
LOOSE
MEDIUM DENSE
DENSE
VERY DENSE
BLOWS/FT.
SA
M
PL
E
N U
M B
E
R NOTES ON:
B L
O W
S
RQ
D
- SS - 3in. SPLIT SPOON
- W - WASH SAMPLE
SAMPLE PROPORTIONS
- R - DIAMOND CORE
0-4
5-10
11-30
31-50
OVER 50
VERY SOFT
SOFT
MEDIUM STIFF
STIFF
VERY STIFF
HARD
DENSITY
BORING
Inside Casing Cave-In SS
1 3/8"
140 lb
30"
12/29/2008 12:05:00 PM
EQUIPMENT
WB-1
LABORATORY
TEST
RESULTS
SA
M
PL
E
D E
PT
H
DESCRIPTION AND CLASSIFICATION
D E
PT
H
SA
M
PL
E
R E
C O
V E
R Y
WATER LEVELS,
WATER RETURN,
CHARACTER OF
DRILLING, ETC.
CORE
LI
Q
U
ID
LI
M
IT G
R
A
PH
IC
S
BORING
HSA
4 1/4"
DESCRIPTIVE TERM PERCENT
18.0
PROJECT : Rock Creek Parkway
CLIENT : Federal Highway Administration
SITE: Washinton, DC
WB-1
JOB NUMBER: 01066057.01
SHEET NO. 1 of 1
NORTH: 453591.79
EAST: 1297344.7
ELEVATION: 23.15
START DATE: 12/29/2008
END DATE: 12/29/2008
DRILLER: FSDI
LOGGED BY: DPC/KCI
K C
I2 B
W
L
R
IN
G L
O G
S .G
P J
K C
I1 .G
/0
TRACE 1 TO 10
LITTLE 11 TO 20
SOME 21 TO 35
AND 35 TO 50
EL 17.9
EL 15.4
EL 5.4
EL 0.9
EL 0.4
EL -3.2
WOH/12"
50/0.5"
.5
1.0
3.5
6.0
8.5
13.5
18.5
23.5
Ground water encountered on drill rods at 12 feet deep during drillling and at 17 feet deep after completion of drilling
Borehole offset 3 feet towards roadway due to electrical line
Spoon Refusal
S-1
S-2
S-3
S-4
S-5
S-6
S-7
2.5
5.0
15.0
19.5
20.0
23.5
5" Topsoil
FILL: Sampled as dry, brown, loose, Clayey SAND, trace to little Gravel
(SC) [A-2-6]
FILL: Sampled as dry to moist, reddish brown, very loose, Clayey SAND, little
Gravel (SC) [A-2-6]
Moist, gray and greenish gray, very loose to loose, micaceous Sandy SILT
(ML) [A-4]
Wet, brown, medium dense, Well
Graded SAND, with Silt and Gravel
(SW-SM) [A-1-a]
Moist to wet, gray, medium dense, micaceous Well Graded SAND, with
Silt and Gravel (SW-SM) [A-1-a]
Wet, gray, very dense, Weathered Rock
Fragments
Bottom of Boring @ 23.54 ft.
GROUNDWATER DATA (feet)
CONSISTENCY
0-2
3-4
5-8
9-15
16-30
OVER 30
SAMPLER
Date Time Water
- U - UNDISTURBED
ELEV.
DEPTH
CASING
TEST BORING LOG
TYPE
SIZE, ID
HAMMER WT.
HAMMER FALL
PL
A
ST
IC
IT
Y
IN
D
EX
- S - SPLIT SPOON
- T - THIN WALL TUBE
SAMPLE IDENTIFICATIONBLOWS/FT.
18.3
N M
C
F ra c.
F re q
VERY LOOSE
LOOSE
MEDIUM DENSE
DENSE
VERY DENSE
BLOWS/FT.
SA
M
PL
E
N U
M B
E
R NOTES ON:
B L
O W
S
RQ
D
- SS - 3in. SPLIT SPOON
- W - WASH SAMPLE
SAMPLE PROPORTIONS
- R - DIAMOND CORE
0-4
5-10
11-30
31-50
OVER 50
VERY SOFT
SOFT
MEDIUM STIFF
STIFF
VERY STIFF
HARD
DENSITY
BORING
Inside Casing Cave-In SS
1 3/8"
140 lb
30"
12/29/2008 11:00:00 AM
EQUIPMENT
WB-3
LABORATORY
TEST
RESULTS
SA
M
PL
E
D E
PT
H
DESCRIPTION AND CLASSIFICATION
D E
PT
H
SA
M
PL
E
R E
C O
V E
R Y
WATER LEVELS,
WATER RETURN,
CHARACTER OF
DRILL…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .