Plans_Adv Sheets A1 to H20.pdf
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- Attached to
- Rock Creek & Potomac Parkway Federal contract opportunity
- Solicitation number
- DTFH71-10-B-00015
About this file
Plans Sheets A1 to H20
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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 | ||
| ARRA Sign Pictographs.pdf | ||
| Plans_Adv Sheets J1 to T25.pdf | ||
| FP03 Errata.pdf | ||
| Geotechnical Report | — | |
| IFB Solicitation - PRA-ROCR 3A6.pdf | ||
| ARRA Sign Placement Guidance NPS.pdf | ||
| Synopsis PRA-ROCR 3A6.doc | DOC document |
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DRAINAGE SUMMARY
BD.1
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.
TOTAL
SHEETS
NPS
NC
100425
PRA-ROCR 3A6
BD.2
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.
BD.3
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.
BD.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.
BD.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.
BD.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.
BD.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.
BD.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.
BD.9
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.
BE.1
EROSION & SEDIMENT
CONTROL SUMMARY
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.
BE.2
CONTROL SUMMARY
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.
BE.3
CONTROL SUMMARY
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.
BE.4
CONTROL SUMMARY
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.
BF.1
U.S. DEPARTMENT OF TRANSPORTATION
PIPE SCHEDULES
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.
BF.2
PIPE SCHEDULES
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.
DRAINAGE
STRUCTURE SCHEDULES
BF.3
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.
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
32 33 34
ROCK2
3131.390000
NOGAP
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
N
RCK-1
RCK-2
Curve
PI
R
T
L e
32+93.52
55^ 00’ 55.37" LT
311.35’
162.13’
298.96’
RCK-1
M A
T C
H L
IN
E
S T
A . 3
P S tr e e t
Rock Creek & Potomac Parkway
32 33 34
M A
T C
H L
IN
E
S T
A
L e
35+51.87
39^ 52’ 13.62" LT
335.05’
121.52’
233.15’
RCK-2
match exist.
match exist.
ROCK CREEK & POTOMAC PARKWAY
STA. 33+20 TO STA. 34+50
PLAN & PROFILE
C.1
STERLING, VIRGINIA
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
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
N 37^ 09’ 31.65" W
PCC 34+30.35
PT 36+63.50
N 37^ 09’ 31.65" W
5.0’
STA 37+03, OFFSET 16 LT
RCP-01
EL 26.6
N nmc
EX-I
EX-I
EX-EW
3650-O
EX-I
3850R
EX-EW
3850-O
EX-I
3500L
N
RCK-2
L e
35+51.87
39^ 52’ 13.62" LT
335.05’
121.52’
233.15’
RCK-2
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A . 3
Q S t r e e t
Rock Creek & Potomac Parkway
35 36 37 38 39
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A
ROCK CREEK & POTOMAC PARKWAY
STA. 34+50 TO STA. 38+50
PLAN & PROFILE
match exist.
ML
CL-ML
CL
CWR
FILL
ASPHALT
CONCRETE
ROADBASE
SW
SP
SM
SC
GW
GP
GM
GCU
S
C S
S O
IL
K
E Y
C.2
E X
. 1
" C L
A Y
U N
K N
O W
N E
L E
V
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
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
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
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
RCK-3
L e
42+06.41
5^ 03’ 47.52" LT
2,787.05’
123.23’
246.29’
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
39 40 41 42
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A
ROCK CREEK & POTOMAC PARKWAY
STA. 38+50 TO STA. 42+50
PLAN & PROFILE
match existing
C.3
EX. SD
EX. SD
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPPSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPP
EX-I
3850L
EX-I
3850R
EX-EW
3850-O
EX-I
4000L
EX-EW
4000-O
EX-I
4000R
REG STATE PROJECT
SHEET
NO.
TOTAL
SHEETS
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
2 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
100425
NPS
PRA-ROCR 3A6
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
10 10 20
5050 100
DRAINAGE PIPE PROFILES
-10
-20
-10
-20
T.G.
50175L 22.87
I T.G.
50125L
52 L.F.
18" DIA.
@ 1.00%
Q = 4.5 CFS
17.61
INV.
17.09
INV.
EX.
GROUND
PROP. 18" DIA.
INV. 18.11 (NW)
PROP. 24" DIA.
INV. 16.59 (SE)
I
STA. 501+25 TO STA. 501+76
G.1
10-YR HGL
23.21
V = 6.5 FPS
F
IL
E
-10
-10
T.G.
8650 8650I
INV. 27.20 (NW)
EX. 12" DIA.
Q = 3.2 CFS
INV. 27.20
EX.
GROUND30
-10
-10
8825I
T.G.EX-I
30.368825R
T.G.
8825L
EX.
GROUND
EX. 15" DIA.
INV. 24.22 (N)
INV.
INV.
26.22
24.69
15" DIA.
8 L.F. 44 L.F.
18" DIA.
@ 3.48%
Q = 0.9 CFS
V = 5.6 FPS
-10
-10
T.G. EX-I
30.36 8825R
I T.G.
8875R
PROP. 18" DIA.
PROP. 15" DIA.
INV. 26.97 (S)
INV. 26.22 (N)
50 L.F.
15" DIA.
Q = 0.1 CFS
V = 2.9 FPS
PROP. 15" DIA.
INV. 26.47 (E)
INV.
INV.
26.47
EX.
GROUND
-10
-10
T.G.
8825L
EX. 15" DIA.
INV. 24.22 (N)
I T.G.
8875L
50 L.F.
15" DIA.
INV.
INV.
24.42
Q = 0.3 CFS
PROP. 18" DIA.
INV. 24.69 (S)
PROP. 15" DIA.
INV. 24.42 (E)
EX.
GROUND
STA. 88+26 TO STA. 88+76 STA. 88+24 TO STA. 88+75
5 L.F.
12" DIA.
@ 1.00%
V = 5.1 FPS
I T.G.
29.30
INV. 27.25
STA. 86+52STA. 88+26
IT.G.
30.60
INV. 26.55
INV. 26.47
@ 1.00%
Q = 0.6 CFS
EX. STREET LIGHT
CABLE ELEV. UNK.
27.16
@ 5.47%
EX. 15" PIPE
(TO BE REMOVED)
30.80
@ 2.12%
27.53
30.45
V = 5.6 FPS
V = 3.7 FPS
30.87 30.87
I I
29.32
I
-10
-10
T.G.
895031.47
I T.G.
50 L.F.
15" DIA.
9000L
EX. 12" DIA. INV.
INV.
25.97
Q = 1.3 CFS
GROUND
EX.
STA. 89+45 TO STA. 89+97
INV. 21.01 (N)
31.94
28.67
@ 5.40%
V = 8.5 FPS
I
NO.
TOTAL
SHEETS
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
100425
NPS
PRA-ROCR 3A6NC
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
10 10 20
5050 100
DRAINAGE PIPE PROFILES
EX.
GROUND
@ 1.00%
40 40
-10 -10
7575I
I
7620R
T.G. T.G.
760027.58
EX. 15" DIA.
INV. 22.58 (NW)
32 L.F.
18" DIA.
Q = 6.5 CFS
INV.
23.10
INV. 22.78
INV.
INV.
23.35
46 L.F.
15" DIA.
Q = 1.6 CFS
-10
-10
I T.G.
7545R
I
7620R
T.G.
27.58
INV.
INV.
23.35
PROP. 15" DIA.
INV. 23.35 (SW)
PROP. 15" DIA.
INV. 23.35 (SW)
INV. 23.10 (NW)
75 L.F.
Q = 1.9 CFS
EX.
GROUND30
-10
-10
EX. 15" DIA.
INV. 22.58 (NW)
T.G.
I T.G.
INV.
INV.
22.83
EX.
GROUND
52 L.F.
Q = 1.2 CFS
15" DIA. 15" DIA.
PROP. 18" DIA.
INV. 22.78 (SE)
PROP. 18" DIA.
PROP. 15" DIA.
INV. 22.83 (SW)
-10
-10
I
7620R
T.G.
27.58
PROP. 15" DIA.
INV. 23.35 (SW)
INV. 23.10 (NW)
PROP. 18" DIA.
I T.G.
I T.G.
7750R
52 L.F.
@ 1.00%
Q = 2.7 CFS
18" DIA.
80 L.F.
@ 1.03%
Q = 1.6 CFS
15" DIA.
INV.
23.10
INV.
23.62
INV. 24.55
INV. 23.72
EX.
GROUND
PROP. 18" DIA.
INV. 23.10 (NE)
PROP. 18" DIA.
INV. 23.10 (NE)
PROP. 15" DIA.
INV. 23.35 (SW)
-10
-10
EX. 15" DIA.
INV. 22.58 (NW)
INV. 22.78 (SE)
PROP. 18" DIA.
T.G.
I T.G.
INV.
24.53
INV.
22.83
53 L.F.
@ 3.21%
Q = 0.6 CFS
15" DIA.
GROUND
EX.
PROP. 15" DIA.
INV. 22.83 (NE)
INV. 22.83 (NE)
PROP. 15" DIA.
PROP. 15" DIA.
INV. 22.83 (SW)
40 40
50 50
ES
7850-O
I T.G. I T.G. I T.G. I T.G.
7850 7930L 8020L
I T.G.
8190L34.10
MH
T.R.
INV. 22.39
INV. 21.66
INV. 22.59
INV. 23.49
INV. 23.69
INV. 24.62
INV. 25.12
INV. 26.05
INV. 26.25
@ 1.00%
@ 1.00%
@ 1.00%
18" DIA.
18" DIA.
18 L.F.
24" DIA.
@ 4.06%
90 L.F.
24" DIA.
93 L.F.
24" DIA.
93 L.F. 101 L.F.
EX.
GROUND
18" DIA.
24 L.F.
-10
-10
I T.G. I T.G.
8325L 8400
ES
8400-O
INV.
INV.
INV.
INV.
INV. 24.74 24.56
21.79
EX.
GROUND
18" DIA.
18" DIA.
46 L.F.
15" DIA.
Q = 1.6 CFS
77 L.F.
@ 1.00%
Q = 2.2 CFS
46 L.F.
@ 6.02%
Q = 3.9 CFS
-10
-10
I T.G.
I T.G.
8500L
INV. 25.95
INV. 24.81
95 L.F.
15" DIA.
@ 1.20%
Q = 0.6 CFS
EX.
GROUND
PROP. 18" DIA.
PROP. 18" DIA.
INV. 24.74 (SW)
INV. 24.56 (NW)
INV. 24.81 (NE)
PROP. 15" DIA.
8120L8320I
NORMAL
WSE
NORMAL
WSE
STA. 75+81 TO STA. 76+10 STA. 75+45 TO STA. 76+20STA. 75+59 TO STA. 76+10STA. 76+20 TO STA. 77+52 STA. 76+10 TO STA. 76+63
STA. 84+04 TO STA. 85+00 STA. 83+20 TO STA. 83+96 STA. 78+44 TO STA. 81+65
IT.G.
28.00
25.50
@ 4.67%
INV. 32.40
INV. 29.50
INV. 29.30
@ 12.08%
Q = 6.7 CFS
@ 3.02%
Q = 6.7 CFSQ = 7.7 CFSQ = 8.3 CFS
Q = 8.7 CFSQ = 8.9 CFS
6’x8’
CLASS 4
RIPRAP
EX. STREET LIGHT
CABLE ELEV. UNK.
SAN.
EX. 8’-9"x4’1.5"
IT.G.
31.50
28.25
25.76
@ 5.41%
INV. 25.51
RIPRAP
CLASS 4
6’x8’
E X
S
T R
E E
T L
IG
H
T C
A B
L E
E L
E V
U
N K
EX. 8’-9"x4’1.5"
SAN. (ELEV. UNK.)
EX. 12"
PIPE
(TO BE
REMOVED)
-10
-10
I T.G.
6475R
I T.G.I T.G.
52050R 28.6052000 28.46
INV.INV.
INV.
INV.
19.93
EX.
GROUND
53 L.F.
18" DIA.
55 L.F.
18" DIA.
@ 1.00%
PROP. 18" DIA.
INV. 19.73 (SE)
PROP. 18" DIA.
INV. 19.93 (NW)
-10
-20
-10
-20
IT.G.
6300R 6300I
15" DIA.
15 L.F.
Q = 0.3 CFS
INV. 20.78
GROUND
EX.
INV. 17.61 (NW)
PROP. 18" DIA.
INV. 17.11 (SW)
PROP. 24" DIA.
-10
-10
IT.G.
7130R
I T.G.
7190R
EX-I
7250R
EX. 15" DIA.
GROUND
EX.
55 L.F.
15" DIA.
Q = 3.0 CFS
55 L.F.
18" DIA.
Q = 3.7 CFS
INV.
INV.
INV.
INV.
25.35
24.80
25.08
24.53
Q = 1.9 CFS
24.33
@ 8.30%
Q = 2.3 CFS
25.42
@ 1.00%
STA. 64+73 TO STA. 520+55 STA. 63+09 TO STA. 63+10STA. 71+34 TO STA. 72+51
INV. 24.70 (NW)
T.G.
28.87
EX. 5’x5’
SAN.
EX. STREET
LIGHT CABLE
ELEV. UNK.
I T.G.
24.25
INV. 20.24
@ 3.60%
10-YR HGL
10-YR HGL
10-YR HGL
10-YR HGL 10-YR HGL 10-YR HGL 10-YR HGL
10-YR HGL
10-YR HGL
23.62
V = 4.6 FPS
23.94
V = 11.2 FPS V = 5.1 FPS
29.19
25.92
@ 0.92%
V = 5.7 FPS V = 6.1 FPS
28.94
27.98
24.71
@ 1.81%
V = 6.3 FPS
27.90
24.63
@ 3.46%
V = 7.0 FPSV = 7.1 FPSV = 8.5 FPS
27.83
V = 5.6 FPS
27.50 28.04
V = 4.9 FPSV = 5.6 FPS
36.9329.9229.5429.1328.93
V = 17.7 FPS
V = 10.8 FPSV = 7.4 FPSV = 7.5 FPS
V = 7.6 FPSV = 12.7 FPS
29.0329.19
V = 8.9 FPS V = 5.3 FPS V = 11.9 FPS
29.03 29.51
V = 3.8 FPS
27.94 27.94 27.94
III
G.2
NO.
TOTAL
SHEETS
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
100425
NPS
PRA-ROCR 3A6NC
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
10 10 20
5050 100
-10 -10
INV.
INV.
15.56
11.89
EX.
GROUND
-20 -20
-10
-20
-10
-200
15" DIA. 15" DIA.
78 L.F.
@ 9.21%
INV. 14.96
INV. 7.78
EX.
GROUND
DRAINAGE PIPE PROFILES
STA. 29+70STA. 31+45
39 L.F.
@ 9.41%
EX-I
EX-I
EW
3139-O
EW
2944-O
6’x8’
CLASS 4
RIPRAP
6’x10’
CLASS 4
RIPRAP
EX. 15" PIPE
(TO BE REMOVED) EX. 15" PIPE
(TO BE REMOVED)
-10
-10
-20-20
ES
6300-O
I T.G.I T.G.I T.G.I T.G.IT.G. I T.G. I T.G.
6595R6535R6475R6410R6360R6300R6300L
INV.
INV.
INV.
INV.
INV.
INV.
INV.
INV.
INV.
INV.
INV. 20.78
19.93
19.73
19.11
18.91
18.36
18.16
17.61
INV. 17.11
INV. 16.57
16.37
15" DIA.
56 L.F.
24" DIA.
@ 3.11%
24 L.F.
24" DIA.
@ 2.25%
55 L.F.
18" DIA.
@ 1.00%
55 L.F.
18" DIA.
@ 1.00%
Q = 3.9 CFS
54 L.F.
18" DIA.
Q = 3.8 CFS
61 L.F.
18" DIA.
@ 1.00%
Q = 1.3 CFS
61 L.F.
@ 1.41%
Q = 1.1 CFS
EX.
GROUND
PROP. 18" DIA.
INV. 19.93 (NE)
INV. 17.86 (NE)
PROP. 15" DIA.
-10
-20
-10
-20
I T.G.
5900L
I T.G.
5975L
ES
5975-O
EX.
GROUND
102 L.F.
18" DIA.
@ 5.32%
Q = 2.1 CFS10
60 L.F.
15" DIA.
@ 2.28%
Q = 0.2 CFS
V = 3.3 FPS
@ 1.15%
INV.
INV.
19.42
18.05 INV. 17.80
INV. 12.37
-10
-20
-10
-20
IT.G.
5975L
I T.G.
6010L
INV.
19.27
INV.
18.05
52 L.F.
15" DIA.
@ 2.34%
Q = 0.2 CFS
GROUND
EX.
PROP. 15" DIA.
INV. 18.05 (NW)
PROP. 15" DIA.
INV. 18.05 (SE)
INV. 17.80 (SW)
PROP. 18" DIA.
-10
-20
-10
-20
ES
5500-O
I T.G. I T.G. I T.G.
5500L 5590L 21.22 5665L
15" DIA.
INV.
INV.
INV. 17.68
INV. 17.43
INV. 16.3116.11
11.85
56 L.F.
18" DIA.
@ 7.61%
75 L.F.
18" DIA.
@ 1.50%
Q = 0.4 CFS
75 L.F.
Q = 0.5 CFS
EX.
GROUND
-10
-20
-10
-20
IT.G.
5500L
I T.G.
5500R
23 L.F.
Q = 0.3 CFS
18" DIA.
INV. 16.31
PROP. 18" DIA.
PROP. 18" DIA.
INV. 16.31 (NW)
INV. 16.11 (SW)
INV. 16.31 (NE)
PROP. 18" DIA.
-10
-20
-10
-20
EW
4950-O
I T.G.I T.G.T.G.I T.G.
4950L 19.11
EX-I
4950R 18.84 5000R 19.61 5100R
GROUND
PROP.
INV.
INV.
INV.
INV. 16.34INV. 16.09
INV. 15.2215.02
14.64
14.14
EX.
GROUND
15" DIA.
42 L.F.
18" DIA.
@ 6.05%
Q = 4.4 CFS
37 L.F.
18" DIA.
@ 1.03%
Q = 3.7 CFS
85 L.F.
18" DIA.
@ 1.02%
Q = 1.9 CFS
77 L.F.
Q = 1.6 CFS
-10
-20
-10
-20
I T.G.
4950L 19.11
I T.G.I T.G.
4835L 19.39 4885L 19.30
EX.
GROUND
INV.
INV.
INV.
INV.
16.12
15.35
15.10
14.34
15" DIA.
51 L.F.
@ 1.50%
Q = 0.3 CFS
V = 3.2 FPS
51 L.F.
18" DIA.
@ 1.50%
Q = 0.5 CFS
V = 3.5 FPS
PROP. 18" DIA.
PROP. 18" DIA.
INV. 14.64 (N)
INV. 14.14 (S)
PROP. 18" DIA.
INV. 14.34 (SE)
-10
-20
-10
-20
T.G.EX-I
4950R 18.84
ES
4925I
INV. 16.00
INV. 15.27
15" DIA.
PROP. 18" DIA.
INV. 15.02 (S)
25 L.F.
@ 2.92%
Q = 1.2 CFS
V = 6.0 FPS
PROP. 18" DIA.
INV. 15.22 (NW)
INV. 15.27 (NE)
PROP. 15" DIA.
EX.
GROUND
INV. 14.63
NORMAL
WSE
NORMAL
WSE
NORMAL
WSE
NORMAL
WSE
STA. 62+91 TO STA. 65+95
STA. 54+96 TO STA. 56+67
STA. 59+61 TO STA. 60+12 STA. 58+99 TO STA. 59+45
STA. 49+20 TO STA. 49+38 STA. 48+33 TO STA. 49+34STA. 49+22 TO STA. 50+97
6’x10’
CLASS 4
RIPRAP
Q = 4.3 CFS
Q = 4.5 CFS Q = 4.0 CFS
EX. 18"
SAN.
EX. 18" SAN.
ELEV. UNK.
ELEV. UNK.
EX. 4" WATER
ELEV. UNK.
EX. 4’-3" SAN.
EX. STREET
LIGHT CABLE
ELEV. UNK.
RIPRAP
CLASS 4
6’x8’
6’x8’
CLASS 4
RIPRAP
STA. 55+14
PROP.
GROUND
6’x8’
CLASS 4
RIPRAP
EX. STREET
LIGHT CABLE
ELEV. UNK.
INV. 11.60
EX. 15" PIPE
(TO BE REMOVED)
EX. 18" PIPE
(TO BE REMOVED)
EX. 18" PIPE
(TO BE REMOVED)
EX. 18" PIPE
(TO BE REMOVED)
-10
-10
-20-20
EW I T.G.
4750L 19.53
I T.G.
50445R
I T.G.
50425L 25.05
I T.G.
50355L 24.03
I T.G.
50280L 23.30
I T.G.
50230L
T.G.
50175L 22.87
I T.G.
4625L 20.274750-O
GROUND
PROP.
36 L.F.
18" DIA.
@ 2.02%
Q = 5.0 CFS
69 L.F.
18" DIA.
@ 1.19%
Q = 5.5 CFS
76 L.F.
18" DIA.
@ 1.00%
Q = 6.5 CFS
52 L.F.
18" DIA.
@ 1.00%
Q = 7.3 CFS
52 L.F.
18" DIA.
@ 1.00%
85 L.F.
24" DIA.
@ 1.00%
123 L.F.
24" DIA.
@ 1.43%
25 L.F.
24" DIA.
@ 16.20%
EX.
GROUND
INV.
INV.
INV.
INV.
INV.
INV.
22.26
21.53
INV. 21.33
INV. 20.51
INV. 20.31
INV. 19.5519.35
18.83
18.63
18.11
INV. 16.59
INV. 15.74
INV. 15.54
INV. 13.78
INV. 13.28
INV. 9.23
PROP. 18" DIA.
INV. 17.09 (SE)
I
WSE
NORMAL
STA. 47+54 TO STA. 504+44
RIPRAP
CLASS 4
8’x8’
Q = 15.1 CFS
EX. 18" PIPE
(TO BE REMOVED)
NORMAL
WSE
NORMAL
WSE
G.3
10-YR HGL
10-YR HGL
10-YR HGL
10-YR HGL
10-YR HGL
10-YR HGL
10-YR HGL
25.8122.74
V = 24.2 FPS
Q = 14.7 CFS
V = 10.0 FPS
Q = 13.7 CFS
V = 8.5 FPS
Q = 8.0 CFS
V = 7.4 FPSV = 7.3 FPS V = 8.6 FPSV = 7.3 FPSV = 7.1 FPS
INV. 19.03
@ 3.49%
22.30
V = 7.6 FPSV = 5.1 FPS
V = 6.2 FPS
V = 12.3 FPS
21.68
INV. 18.41
@ 0.97%
V = 3.4 FPSV = 3.6 FPSV = 8.6 FPS
Q = 1.0 CFS
20.81
20.81 20.81
INV. 17.27
@ 4.20%
V = 5.0 FPS
22.57
V = 3.9 FPS
22.74
V = 9.4 FPS
22.6122.6124.78
21.51
V = 4.8 FPS
23.96
20.44
V = 4.3 FPS
23.94
V = 6.5 FPS
23.5423.3423.6223.22
V = 6.2 FPSV = 6.3 FPS
V = 8.3 FPS
V = 9.5 FPS
NO.
TOTAL
SHEETS
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
100425
NPS
PRA-ROCR 3A6NC
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
10 10 20
5050 100
-10
-20
-10
-200
INV.
14.79
INV.
5.79
@ 22.50%
15" DIA.
25 L.F.
@ 22.50%
EX.
GROUND
-10
-20
-10
-200
INV.
8.33
UNK.
INV.
EX.
GROUND
-10
-20
-10
-200
INV.
6.55
UNK.
INV.
21 L.F.
EX.
GROUND
DRAINAGE PIPE PROFILES
STA. 27+65 STA. 21+00 STA. 16+70
(MATCH EX.
SLOPE)
15" DIA.
(MATCH EX.
SLOPE)
15" DIA.
20 L.F.
13 L.F.
6’x8’
CLASS 4
RIPRAP
15 L.F.
EX. 15" DIA.
(TO BE LINED)
6’x6’
CLASS 4
RIPRAP
EW
2762-O
EW
2100-O
INV.
11.44
6’x8’
CLASS 4
RIPRAP
EX-I
EX-I
EX-I
(TO BE
LINED)
EX. 15" PIPE
(REMOVE PORTION
NOT TO BE LINED)
EX. 15" PIPE
(REMOVE
PORTION
NOT TO BE
LINED)
EX. 15" PIPE
(TO BE REMOVED)
NORMAL
WSE
NORMAL
WSE NORMAL
WSE
18" DIA.
EX.
GROUND
EX. 12" DIA.
46.41
40 40
I T.G.
50 50
INV. 42.57 (SE)
STA. 94+58
20 20
10 10
EX.
GROUND
EX. 12" DIA.
36.78
40 40
I T.G.
50 50
STA. 92+19
20 20
10 10
INV. 32.73 (N)
EX.
GROUND
EX. 15" DIA.
40 40
I T.G.
50 50
20 20
10 10
INV. 24.25 (S)
7250L
STA. 72+51
28.81
0 0
EX.
GROUND
EX. 18" DIA.
40 40
I T.G.
20 20
10 10
STA. 57+54
22.22
0 0
-10 -10
INV. 19.96 (SW)
IT.G.
107451.77
I T.G.
1080 51.24
I T.G.
1076 51.23
EX. 15" PIPE
STA. 160+97 TO STA. 161+46
15" DIA.
49 L.F.48 L.F.
@ 1.00%
Q = 3.3 CFS
V = 6.0 FPS
Q = 3.4 CFS
V = 6.0 FPS
INV.
INV. INV.
INV.
48.50
48.02 44.76
44.27
GROUND
EX.
18" DIA.
@ 1.00%
EX. 18" DIA.
INV. 44.07 (NW)
I T.G.
EX.
GROUND
30 30
20 20
EX. 15" DIA.
STA. 101+11
42.53
10 10
60 60
EX. 15" DIA.
INV. 38.19 (NE)
INV. 38.01 (S)
EX.
GROUND
EX. 12" DIA.
STA. 901+62
74.65
40 40
90 90
EX. 12" DIA.
I T.G.
10084
50 50
INV. 70.50 (SE)
UNK. INV. (NE)
EX.
GROUND
EX. 12" DIA.
55.39
40 40
I T.G.
50 50
INV. 51.42 (SE)
STA. 96+60
20 20
EX.
GROUND
EX. 12" DIA.
64.70
40 40
I T.G.
50 50
INV. 62.12 (SE)
STA. 702+28
80 80
EX.
GROUND
EX. 15" DIA.
79.80
40 40
I T.G.
50 50
70INV. 75.05 (SE)
STA. 704+04
80 80
90 90
EX.
GROUND
EX. 15" DIA.
97.00
I T.G.
60 60
INV. 92.46 (SE)
STA. 705+77
80 80
90 90
70578
110 110
EX. 12" DIA.
INV. 92.58 (NE)
G.4
File details come from the government source that posted it. Updated .