Plans Revised.pdf
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- RECOVERY, National Mall and Memorial Parks 11(4)
- Solicitation number
- DTFH71-10-B-00012
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| ADV_Bidder's Qualifications Form.doc | DOC document | |
| IFB Solicitation.pdf | ||
| SB subcontract plan revised.doc | DOC document | |
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U.S. DEPARTMENT OF THE INTERIOR
M
P ro je c ts
\n a c c \1
(4 p ro j_ d e v \C
A D
D \N
A C
C
(4 tt l.
d g n
:4
:4
P
M
/2
/2
PLANS FOR PROPOSED
PLANS PREPARED BY
REG STATE PROJECT
SHEET
NO.
TOTAL
SHEETS
NC DC A1
NATIONAL PARK SERVICE
PMIS NO. 44460
NPS
NO.
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
41,904
DESCRIPTION OF PROJECT
IMPROVEMENT:
PROJECT LENGTH: 0.55 Miles
ROADS:
WIDTH TYPE
SURFACE:
BASE 40’ +
ADT (2009)
ADT (2029)
DHV
D
V (MPH)
55/45
SPECIFICATIONS:
"Standard Specifications for Construction of
Roads and Bridges on Federal Highway Projects", FP-03 U.S.Customary Units.
DESIGN DESIGNATION:
40’ +/-e(max) 4%
C/A FULL
Project Manager Lead Designer
PRA-NAMA 11(4) 147
NATIONAL MALL AND MEMORIAL PARKS
PROJECT PRA-NAMA 11(4)
DISTRICT OF COLUMBIA
REHABILITATION OF OHIO DRIVE AND
OLD CONSTITUTION AVENUE
BETHESDA
MCLEAN
SPRINGFIELD
ARLINGTONFALLS
CHURCH
VIENNA
SILVER
SPRING
HYATTSVILLE
ROCK
CREEK
PARK
FT
MYER
ALEXANDRIA
ANDREWS
AIR FORCE
BASE
B A
L T
W
A S
H
P A
R K
W A
Y
GEORGE
P A
R K
W A
Y
VIRGINIA
MARYLAND
WASH. DC
W A
SH
D
IS
T R
IC
T O
F C
O L U
M B
IA
A R L
IN
G T O
N C
O
F A
IR
F A
X C
O
M O
N T G
O M
E R Y
C O
P R
IN
C E G
E O
R G
E S C
O
495 N
KEY MAP
WASHINGTON, DC AND METROPOLITAN AREA
PROJECT PRA-NAMA 11(4)
PAVEMENT RECONSTRUCTION, RESURFACING,
DRAINAGE, AND MISC. WORK ALONG OHIO DRIVE
AND OLD CONSTITUTION AVENUE
Route 0011BZ, Cycle 4RIP DATA:
AGGREGATE BASE COURSE
SUPERPAVE ASPHALT CONCRETE
7,480
74,480
50,120
J. JOHNSON S. HAILEGIORGIS
INDEX TO SHEETS
DESCRIPTION
A-1
A-2
A-3
TITLE SHEET
TABULATION OF QUANTITIES
CURB SCHEDULE
SIDEWALK SCHEDULE
LOCATION MAP
CONVENTIONAL SYMBOLS AND ABBREVIATIONS
D-1
E-2
STANDARDS AND DETAILS
TYPICAL SECTIONS
DRAINAGE CROSS SECTIONS
I-1 to I-5
SURVEY DATA
PAVEMENT MARKING AND SIGNING
K-1
EROSION AND SEDIMENT CONTROL PLAN
EROSION CONTROL NARRATIVE
B-1 to B-4
B-5 to B-6
MILEAGE TABULATION
C-1 to C-2
E-1E-1
DRAINAGE SUMMARY
PERMANENT PAVEMENT MARKING SCHEDULE
F-2 to F-4
F-1
ALIGNMENT DATA
DRAINAGE PLAN
J-1
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL NOTES
K-2 to K-6
MAINTENANCE OF STORMWATER MANAGEMENT
FACILITIES AGREEMENT
STAGING AREA
E-3
E-4 to E-5
E-13 to E-24
L-1 to L-38
EROSION CONTROL SCHEDULE
A-11
A-12
E-8 to E-12 PERMANENT SIGN SCHEDULE
CONSTRUCTION SIGN SCHEDULE
J-2 to J-13
CRITICAL CROSS SECTIONS
G-1 to G-6
H-11 ELECTRICAL PLAN
SHEET
NO
N
SCALE IN MILES
15061215
F-5 to F-8
F-9 to F-12
CURB AND PAVEMENT ELEVATION
CURB LAYOUT DATA
E-6 TO E-7
CONSTRUCTION PLAN
G-9 to G-13
G-7 to G-8 SIDEWALK PAVEMENT REMOVAL PLAN
CONSTRUCTION PROFILE
H-1 to H-6
H-7 to H-10
CONSTRUCTION SIGNING
OHIO DRIVE AND OLD CONSTITUTION AVENUE
A-4 to A-10
October, 2009
LIGHT POLE
TRAFFIC LIGHT POLE
FIRE HYDRANT
CATCH BASIN
EXISTING
[Q;;iQJ
[QJ
PROPOSED
[QJ TYPE I
IIJlICI TYPE II
DD TYPE III
SEWER / STORM MANHOLE @ • ®
GRATE INLET c::::::::J _ ® UNDERGROUND UTILITIES ------j W f------ I W I---
G = gas; E = electric; 0 = alii S = sanitary sewer; T = telephone; - - - - E ___ _ W = water; P = power
SINGLE TREE 0
0-------
CULVERT with DROP INLET/MANHOLE ('}- ______ ..... -----
BUILDING
COORDINATE GRID TICK
SPOT ELEVATION
BORING LOCATION
SIGN SUPPORTS
PORTABLE SIGN MOUNT
POST MOUNTED (Single/Double)
SIGNS (ROUTE MARKERS)
INTERSTATE HIGHWAY
U. S. ROUTE
STATE HIGHWAY
CONCRETE BOLLARDS
SIGN
DRAINAGE STRUCTURE NUMBER
VARIABLE MESSAGE BOARD
ELEC. MH
+ No Symbol
No Symbol
No Symbol
No Symbol o
H
FENCE
CHAIN LINK. WIRE. OR WOOD
(TEMPORARY OR PERMANENT)
CONSTRUCTION FENCE
SILT FENCE
INLET PROTECTION
CONSTRUCTION LIMITS
TOP OF CUT
TOE OF FILL
TRANSITION
EXISTING
-X-
REINFORCED EXPOSED AGGREGATE SIDEWALK
PORTLAND CEMENT CONCRETE SIDEWALK
COBBLESTONE SIDEWALK
ASPHAL T SIDEWALK
UNDERDRAIN
BLDG Building
It Center Line
CMP Corrugated Metal Pipe
Constr. Construction
Cone. Concrete
DET. Detail
P Electric
Elev. Elevation
G Gas max. Maximum
ESAL Equivalent Single Axle Loads
MH Manhole min. Minimum
Mon • Monument
NMSA Nominal Maximum Size Aggregate
No. Number
NBL Northbound lane
SBL Southbound lane
FL Flowline
I NPS PACKAGE NO. 44<160
PROPOSED
-xx--
-CF--
_~S,,--F_--1E2l f2j IP
1· 1 :-:-:':-:-:-:-:-:-:'. -R5<J
1111111111
-----4 UD f--
O.C. On Center
NPS
NO.
41.904
REG STATE
NC DC
PROJECT
PRA-NAMA 11(4)
PCC Portland Cement Concrete
POC PoInt On Curve
POT Point On Tangent
R
RCP
S
SACP
STD.
T
TC
TBM
Typ.
VC
W
Radius
Reinforced Concrete Pipe
Sewer
Superpave Asphalt Concrete Pavement
Standard
Telephone
Top of Curb Elevation
Temporary Bench Mark
Typical
Vertical Curve
Water u.s. DEPARTIroIENT OF TRANSPORTATION FEDERAL HIGHWAY ADIroIINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING. VIRGINIA
SI£ET
NO.
A-2
NATIONAL MALL 8. MEMORIAL PARKS
OHIO DRIVE AND OLD CONSTITUTION AVENUE
CONVENTIONAL SYMBOLS
AND ABBREVIATIONS
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
/3
/2
M
P ro je c ts
\n a c c \1
(4 p ro j_ d e v \C
A D
D \O
H
IO
L O
C A
T
IO
N .D
G N
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
OHIO DRIVE AND OLD CONSTITUTION AVENUE
NPS PACKAGE NO. 44460
LOCATION MAP
River
W ashington
Channel
VIRGINIA
AVE.
MADISON DR.
JEFFERSON DR.
R O
C K
C R
E E
K P
K W
Y
MARYLAND
AVE
E
ST.
WHITE HOUSE
Potomac
THE MALL
N D
S
T
INDEPENDENCE AVE.
T
H
S
T
T
H
S
T
D ST.
C ST.
L E
N F
A
P
R O
M E
N A
D E
CONSTITUTION AVE.
T
H
S
T
H
T
H
S
T
T
H
S
T
T
H
S
T
T
H
S
T
S
T
T
H
S
T
T
H
S
T
T
H
S
T
PENNSYLVANIA
AVE.
E ST.
D
H E
N R
Y B
A C
O N
D R
INDEPENDENCE AVE.
ARLIN
GTON
MEMORIA
L BRID
GE
G E O
R G
E M
A S O
N M
E M
B
R
ID
G E
O H
IO
D
R
JEFFERSON
MEMORIAL
N
MEMORIAL
LINCOLN
CONSTITUTION AVE.
D A
N
IE
L
F R
E N
C H
D R
W E
ST
B A
S
IN
D R
REFLECTING POOL
PARK POLICE
HORSE STABLES
KUTZ BRIDGE
Tidal Basin
T
H
S
T
T
H
S
T
T
H
S
T
R
D
S
T
N
D
S
T
C ST.
T
H
S
T
T
H
S
T
M A
IN
E A
V E
R O
C H
A M
B E A
U M
E M
B R
ID
G
E
W A
T E R S
T
O H
IO
D R
S W
A N
B O
A T
PARKING AREA
R W
A L
L E
N B
E R
G P
L
O H
IO
D
R
O H
IO
D
R
O H
IO
D
R
OUTLET BRIDGE
M A
IN
E
A V
E
T
H
S
T
AVE.INDEPENDENCE
WASHINGTON
MONUMENT
A-3
Not to scale
OLD
A V
E
R
D
S T
A N
D P
O T
O M
A C
BEGIN PROJECT
PRA-NAMA 11(4)
(TIE TO EXISTING
INDEPENDENCE AVE.,
OHIO DRIVE, AND
23RD STREET)
END PROJECT
PRA-NAMA 11(4)
(TIE TO OLD
CONSTITUTION
AVE., AND ROCK CREEK
AND POTOMAC PKWY)
MP 0.00
MP 0.55
THEODORE ROOSEVELT
MEMORIAL BRIDGE
CONSTITUTION
STAGING AREA
(See sheet A-11)
DISTRICT OF COLUMBIA
/2
/2
:0
:2
P M
M
P ro je c ts
\n a c c \1
(4 p ro j_ d e v
\C A
D D
\T ra ff ic
C o n tr o l\
T C
P la n -V
A S id e .d g n
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904 A-4 c m
Lane
Spout R un P kwy
A r i g t o n
B l v d .
G E O
R G
E T O
W N
U N
IV
E R
SIT
Y
M S t r e e t
THEODORE
ROOSEVELT
BRIDGE
BRIDGE
o
H i g h w a y
W a s h i n g t o n
B v d
A v e
INTERSTATE
50 110
B R
ID
G
E
K E
Y l l
H
A
W i s c o n s i n
W i l s o
B l v d
Canal Rd.
N
Lor PO T
O M
A C
RIVER
MEMORIALARLIN
GTON
A
A
A
A
OHIO DR.
UNDER
CONSTR.
A
OHIO
DRIVE
CLOSED
P
R O
JE
C
T A
R E
A
Not to scale
NATIONAL MALL & MEMORIAL PARKS
OHIO DRIVE AND OLD CONSTITUTION AVENUE
A
A
Sheet 1 of 3
1.
2.
3.
The CO will determine the final locations and messages of the portable changeable message signs.
Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.
Cover or remove all conflicting signs, and remove all conflicting striping as directed by the CO.
Legend:
A
Construction sign
Construction sign mount
Portable changeable message sign (PCMS)
Portable changeable message sign text
Barricade, type III
EXPECT
DELAYS
USE
ALT.
ROUTE
Traffic Control Plan General Notes:
Advanced warning arrow panel
PCMS DISPLAY
Detour for Total Closure
PCMS DISPLAY
Other than Total Closure
OHIO DRIVE
UNDER CONSTRUCTION
FROM ROCK CR PKWY
TO 23rd STREET, SW
NPS PACKAGE No. 44460
4. Cover all signs when not in used.
CONSTRUCTION SIGNING PLAN
VIRGINIA SIDE
VIRGINIA
Not to scale
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
/2
/2
M
P ro je c ts
\n a c c \1
(4 p ro j_ d e v
\C A
D D
\T ra ff ic
C o n tr o l\
T C
P la n -D e to u r.
d g n
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
OHIO DRIVE AND OLD CONSTITUTION AVENUE
River
VIRGINIA
E
ST.
WHITE HOUSE
Potomac
N
D
S
T
C ST.
CONSTITUTION AVE.
T
H
S
T
S
T
S
T
E ST.
R
D
S
T
H E
N R
Y B
A C
O N
D R
INDEPENDENCE AVE.
O H
IO
D
R
N
MEMORIAL
LINCOLN
CONSTITUTION AVE.
D A
N
IE
L
F R
E N
C H
D R
W E
ST
B A
S
IN
D R
REFLECTING POOL
PARK POLICE
HORSE STABLES
KUTZ BRIDGE
Tidal Basin
O H
IO
D R
S W
A N
B O
A T
PARKING AREA
R W
A L
L E
N B
E R
G P
L
M A
IN
E
A V
E
AVE.
IN
DEPENDENCE
THEODORE ROOSEVELT
MEMORIAL BRIDGE
T H
S T
. N W
T H
S T
. N W
I ST. NW
QUEEN ANNES LN. NW
K ST. NW
T H
S T
. N W
K ST. NW
T
H S
T . N
W
K E
N N
E D
Y
C E
N T
E R
F O
R
P E
R F
O R
M
IN
G A
R T
S
T H
S T
. N W
F ST. NW.
T
H S
T . N
W
I ST. NW
H ST. NW.
T U
N N
E L
R iver
Potom ac
W ashington
Channel
MADISON DR.
THE MALL
INDEPENDENCE AVE.
D ST.
L E
N F
A
O
M E
N A
D E
JEFFERSON
MEMORIAL
T
H
S
T
M A
IN
E A
V E
OUTLET BRIDGE
A
OHIO
DRIVE
CLOSED
SEE NEXT SHEET FOR
TRAFFIC CONTROL SIGNS
A
A
PROJECT
PRA-NAMA 11(4)
15 15
Sheet 2 of 3
USE
ALT.
ROUTE
R O
C K
C R
E E
K A
N D
P O
T O
M A
C P
A R
K W
A Y
OLD
CONSTITUTION
A V
E
ARLIN
GTON
MEMORIA
L BRID
GE
AVE.
VIRGINIA
AVE.
WASHINGTON
MONUMENT
C ST.
PCMS DISPLAY
Note:
See next sheet for more construction sign layout.
DETOUR FOR TOTAL CLOSURE
NPS PACKAGE No. 44460
:1
:4
A
M
A-5
CONSTRUCTION SIGNING PLAN
V
IR
G
IN
IA
22ND ST.
23RD ST.
HENRY BACON DR.
N
MEMORIAL
LINCOLN
OHIO DR.
Not to scale
T H
E O
D O
R E
R O
O S
E V
E L
T
M E
M O
R
IA
L B
R
ID
G E
27TH ST. NW.
26TH ST. NW
I S
T
N W
Q U
E E
N A
N N
E S
L N
N
W
K S
T N
W
25TH ST. NW
K S
T N
W
30TH ST. NW
KENNEDY
CENTER FOR
PERFORMING ARTS
F S
T N
W
POTOMAC RIVER
25TH ST. NW
I S
T N
W
H S
T
N W
TU
N
N
EL
R E
F L
E C
T
IN
G P
O O
L
PROJECT
PRA-NAMA 11(4)
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
/2
/2
M
P ro je c ts
\n a c c \1
(4 p ro j_ d e v
\C A
D D
\T ra ff ic
C o n tr o l\
T C
P la n -D e to u r.
d g n
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
OHIO DRIVE AND OLD CONSTITUTION AVENUE
Construction Signs:
PUTTING AMERICA
TO WORK
PROJECT FUNDED BY THE
American Recovery
& Reinvestment Act
USDOT
RECOVERY.GOV
TIGER
A R
L
IN
G T
O N
M E
M O
R
IA
L B
R
ID
G E
A V
E N
U E
DETOUR
DETOUR
DETOUR
D
OHIO DR.
UNDER
CONSTR.
END
ROAD WORK
DETOUR
TO13
ROAD
CLOSED
B
CLOSED
ROAD
CLOSED
ROAD
500 FT
ROAD
1000 FT
WORK
ROAD
500 FT
WORK
20 CLOSED
ROAD
AHEAD
B
RAMP TO
INDEPENDENCE
AVE CLOSED
RAMP TO
ROCK CREEK
PKWY CLOSED
DETOUR
E
Sheet 3 of 3
ROAD
AHEAD
WORK
AHEAD
ONE LANE
ROAD
DETOUR27
1000 FT
O L
D C
O N
S T
IT
U
T
IO
N
AVE.
7 29
THRU TRAFFIC
TO
VIRGINIA ONLY
24TH ST. NW.
ROCK CREEK &
POTOMAC PARKWAY
C
POTOMAC RIVER
OHIO DR.
UNDER
CONSTR.
C
LEFT LANE
CLOSED
AHEAD
CLOSED
AHEAD
LEFT
LANE
END
DETOUR
W H
IT
E
H U
R S
T
FREEW
AY
PCMS DISPLAY PCMS DISPLAY
THRU TRAFFIC
TO
VIRGINIA ONLY
21ST ST.
D
PCMS DISPLAY (All Time)
On Rock Creek Pkwy south of P St., NW
PARKWAY DR.
CLOSED
AHEAD
RAMPS TO
ROCK CR PKWY
INDEPEND AVE.
CLOSED
RAMP TO
OHIO DR.
CLOSED
INDEPEND AVE.
ROCK CR PKWY
ROCK CR PKWY
INDEPEND AVE.
OHIO DRIVE
UNDER CONSTRUCTION
FROM ROCK CR PKWY
TO 23rd STREET, SW
OHIO DR.
CLOSED
AHEAD
NPS PACKAGE No. 44460
35 36
LOW BRIDGE
1.5 MILES AHEAD
LOW BRIDGE
1 MILE AHEAD
LOW BRIDGE
1 MILE
38 12’-6"
:2
:5
A M
A-6
CONSTRUCTION SIGNING PLAN
DETOUR FOR TOTAL CLOSURE
14 VIRGINIA
A-7
FEDERAL HIGHWAY ADMINISTRATION
REG STATE PROJECT
SHEET
NO.
/2
/2
M
P ro je c ts
\n a c c \1
(4 p ro j_ d e v \C
A D
D \T ra ff ic C o n tr o l\
T C
P la n -A
M R u s h .d g n
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
OHIO DRIVE AND OLD CONSTITUTION AVENUE
E
ST.
WHITE HOUSE
C ST.
CONSTITUTION AVE.
T
H
S
T
T
H
S
T
S
T
S
T
INDEPENDENCE AVE.
O H
IO
D
R
N
CONSTITUTION AVE.
D A
N
IE
L
F R
E N
C H
D R
W E
ST
B A
S
IN
D R
REFLECTING POOL
PARK POLICE
HORSE STABLES
KUTZ BRIDGE
Tidal Basin
O H
IO
D R
S W
A N
B O
A T
PARKING AREA
R W
A L
L E
N B
E R
G P
L
M A
IN
E
A V
E
AVE.
IN
DEPENDENCE
THEODORE ROOSEVELT
MEMORIAL BRIDGE
1 W ashington
Channel
MADISON DR.
THE MALL
INDEPENDENCE AVE.
D ST.
L E
N F
A
O
M E
N A
D E
T
H
S
T
JEFFERSON
MEMORIAL
T
H
S
T
M A
IN
E A
V E
OUTLET BRIDGE
PROJECT
PRA-NAMA 11(4)
ARLIN
GTON
M
EM
O
RIA
L B
RID
G E
VIRGINIA
AVE.
WASHINGTON
MONUMENT
C ST.
VIRGINIA
N
D S
T
R D
S T
H E
N R
Y B
A C
O N
D R
M E
M O
R
IA
L
L
IN
C O
L N
O H
IO
D R
T H
S T
. N W
T H
S T
. N W
I ST. NW
QUEEN ANNES LN. NW
K ST. NW
T H
S T
. N W
K ST. NW
T
H S
T . N
W
K E
N N
E D
Y
C E
N T
E R
F O
R
P E
R F
O R
M
IN
G A
R T
S
F ST. NW.
P O
T O
M A
C R
IV
E
R
T
H S
T
H ST. NW.
T U
N N
E L
B
E ST.
OLD
CONSTITUTION
A V
E
T H
S T
. N W
R O
C K
C R
E E
K
P O
T O
M A
C P
A R
K W
A Y
B
PO
T
O M
A C
R
IV
E R
WHITEHURST
F R
E E
W A
Y
PO
TO
M A
C RIV
ER
B
A
A
See previous sheet for sign texts.
NPS PACKAGE No. 44460
:5
:0
A
M
CONSTRUCTION SIGNING PLAN
A
OHIO
DRIVE
CLOSED
USE
ALT.
ROUTE
PCMS DISPLAY
Restricted Hours
Mon. thru Fri.
5:30 am - 10:00 am
B
OHIO DR.
UNDER
CONSTR.
PCMS DISPLAY
Restricted Hours
Mon. thru Fri.
5:30 am - 10:00 am
Note:
MORNING RESTRICTED HOURS
(OUTBOUND DETOUR)
A-8
FEDERAL HIGHWAY ADMINISTRATION
REG STATE PROJECT
SHEET
NO.
/2
/2
M
P ro je c ts
\n a c c \1
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A D
D \T ra ff ic C o n tr o l\
T C
P la n -P
M R u s h .d g n
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
OHIO DRIVE AND OLD CONSTITUTION AVENUE
E
ST.
WHITE HOUSE
C ST.
CONSTITUTION AVE.
T
H
S
T
INDEPENDENCE AVE.
O H
IO
D
R
N
CONSTITUTION AVE.
D A
N
IE
L
F R
E N
C H
D R
W E
ST
B A
S
IN
D R
REFLECTING POOL
PARK POLICE
HORSE STABLES
KUTZ BRIDGE
Tidal Basin
O H
IO
D R
S W
A N
B O
A T
PARKING AREA
R W
A L
L E
N B
E R
G P
L
M A
IN
E
A V
E
AVE.
IN
DEPENDENCE
THEODORE ROOSEVELT
MEMORIAL BRIDGE
1 W ashington
Channel
MADISON DR.
THE MALL
INDEPENDENCE AVE.
D ST.
L E
N F
A
O
M E
N A
D E
JEFFERSON
MEMORIAL
T
H
S
T
M A
IN
E A
V E
OUTLET BRIDGE
PROJECT
PRA-NAMA 11(4)
ARLIN
GTON
M
EM
O
RIA
L B
RID
G E
VIRGINIA
AVE.
WASHINGTON
MONUMENT
C ST.
VIRGINIA
N
D S
T
R
D S
T
H E
N R
Y B
A C
O N
D R
M E
M O
R
IA
L
L
IN
C O
L N
O H
IO
D R
T
H S
T . N
W
T
H S
T . N
W
I ST. NW
QUEEN ANNES LN. NW
K ST. NW
T
H S
T . N
W
K ST. NW
T H
S T
. N W
K E
N N
E D
Y
C E
N T
E R
F O
R
P E
R F
O R
M
IN
G A
R T
S
F ST. NW.
P O
T O
M A
C R
IV
E
R
T
H S
T
H ST. NW.
T U
N N
E L
E ST.
OLD
CONSTITUTION
A V
E
T
H S
T . N
W
R O
C K
C R
E E
K
P O
T O
M A
C P
A R
K W
A Y
PO
T
O M
A C
R
IV
E R
WHITEHURST
F R
E E
W A
Y
PO
TO
M A
C RIV
ER
A
A
A
B
OHIO DR.
UNDER
CONSTR.
B
Note:
See previous sheet for sign texts.
NPS PACKAGE No. 44460
:5
:1
A
M
CONSTRUCTION SIGNING PLAN
A
OHIO DR.
UNDER
CONSTR.
Restricted Hours
Mon. thru Fri.
3:00 pm - 7:00 pm
USE
TWO
LANES
AFTERNOON RESTRICTED HOURS
A-9
FEDERAL HIGHWAY ADMINISTRATION
REG STATE PROJECT
SHEET
NO.
/2
/2
M
P ro je c ts
\n a c c \1
(4 p ro j_ d e v
\C A
D D
\T ra ff ic
C o n tr o l\
T C
P la n -U n re s tr ic t
R u s h
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STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
OHIO DRIVE AND OLD CONSTITUTION AVENUE
E
ST.
WHITE HOUSE
C ST.
CONSTITUTION AVE.
T
H
S
T
INDEPENDENCE AVE.
O H
IO
D
R
N
CONSTITUTION AVE.
D A
N
IE
L
F R
E N
C H
D R
W E
ST
B A
S
IN
D R
REFLECTING POOL
PARK POLICE
HORSE STABLES
KUTZ BRIDGE
Tidal Basin
O H
IO
D R
S W
A N
B O
A T
PARKING AREA
R W
A L
L E
N B
E R
G P
L
M A
IN
E
A V
E
AVE.
IN
DEPENDENCE
THEODORE ROOSEVELT
MEMORIAL BRIDGE
1 W ashington
Channel
MADISON DR.
THE MALL
INDEPENDENCE AVE.
D ST.
L E
N F
A
O
M E
N A
D E
JEFFERSON
MEMORIAL
T
H
S
T
M A
IN
E A
V E
OUTLET BRIDGE
PROJECT
PRA-NAMA 11(4)
ARLIN
GTON
M
EM
O
RIA
L B
RID
G E
VIRGINIA
AVE.
WASHINGTON
MONUMENT
C ST.
VIRGINIA
N
D S
T
R
D S
T
H E
N R
Y B
A C
O N
D R
M E
M O
R
IA
L
L
IN
C O
L N
O H
IO
D R
T
H S
T . N
W
T
H S
T . N
W
I ST. NW
QUEEN ANNES LN. NW
K ST. NW
T
H S
T . N
W
K ST. NW
T H
S T
. N W
K E
N N
E D
Y
C E
N T
E R
F O
R
P E
R F
O R
M
IN
G A
R T
S
F ST. NW.
P O
T O
M A
C R
IV
E
R
T
H S
T
H ST. NW.
T U
N N
E L
A
E ST.
OLD
CONSTITUTION
A V
E
T
H S
T . N
W
R O
C K
C R
E E
K
P O
T O
M A
C P
A R
K W
A Y
B
PO
T
O M
A C
R
IV
E R
WHITEHURST
F R
E E
W A
Y
PO
TO
M A
C RIV
ER
A
A
A
B
OHIO DR.
UNDER
CONSTR.
ONE LANE
EACH
DIRECTION
B
PCMS DISPLAY
Unrestricted Hours
Mon. thru Fri.
10:00 am - 3:00 pm
7:00 pm - 5:30 am
Note:
See previous sheet for sign texts.
NPS PACKAGE No. 44460
:5
:5
A
M
CONSTRUCTION SIGNING PLAN
A
OHIO DR.
UNDER
CONSTR.
UNRESTRICTED HOURS
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
/2
/2
M
P ro je c ts
\n a c c \1
(4 p ro j_ d e v
\C A
D D
\p e d e s tr ia n d tu r.
d g n
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
OHIO DRIVE AND OLD CONSTITUTION AVENUE
NPS PACKAGE NO. 44460
N
Not to scale
AVE.
R
D
S
T
H E
N R
Y B
A C
O N
D R
INDEPENDENCE AVE.
O H
IO
D
R
MEMORIAL
LINCOLN
D A
N
IE
L
F R
E N
C H
D R
W E
ST
B A
S
IN
D R
PARK POLICE
HORSE STABLES
O H I O
D R
ARLIN
GTON
MEMORIA
L BRID
GE
VIRGINIA
Rock Creek Trail
Closed Ahead
Rock Creek Trail
Closed
Trail
Closed Ahead
Trail
Closed
Trail
Detour Ahead
Trail
Detour
Volleyball
Area Open
THEODORE ROOSEVELT
MEMORIAL BRIDGE
REFLECTING POOL
XX
XX
X X
XX
X X
X X
XX
XX
XXXX
X X
XX
XX
XX
Install 450’ of temporary plastic construction fence
Install 650’ of temporary plastic construction fence
Install 50’ of temporary plastic construction fence
Pedestrian detour
Pedestrian flow
Barricade, type 3
Existing trail/sidewalk
END PROJECT
PRA-NAMA 11(4)
BEGIN PROJECT
PRA-NAMA 11(4)
Existing asphalt path to be removed
X X
X X
OLD
A V
E.
Notes:
See note No. 2.
Trail
Detour
CONSTITUTION
Mount on
Barricade
Type 3
See note No. 3.
See notes No. 2 and 3.
1.
2.
3.
See
Note 3
Place signs 6 and 8 on existing post wherever possible and as directed by the CO.
Mount signs 2 and 4 on Barricade Type 3.
Install flashing warning lights, type A, on the barricades located at the south end of the volleyball area with signs 1 and 4.
Install 470’ of construction safey fence (temporary chainlink fence)
Install 650’ of temporary plastic construction fence
Mount on existing light pole
A-10
Rock Creek
Trail Detour
PEDESTRIAN DETOUR
CONSTRUCTION SIGNING PLAN
Shailegiorgis Text Box
Shailegiorgis Typewritten Text
Shailegiorgis Typewritten Text
B-1
NATIONAL MALL AND MEMORIAL PARKS
OHIO DRIVE
Sheet 1 of 4
TYPICAL SECTION
CL
Profile grade
2% 2% 2% 2%
2%
17.0’ 17.0’26.0’
Asphalt tack coat
(Typ. N.B.L. and S.B.L.)
Place topsoil, 2-inch depth and solid sod
Install stone curb, type I, 16-inch depth
(typ.)
Remove exist.
concrete curb
(Typ.)Remove exist. asphalt sidewalk.
Construct reinforced exposed aggregate concrete sidewalk
Varies
( 0’ to 100’) median
Varies
( 0’ to 36’) median
CL
Profile grade
Asphalt tack coat
(Typ. N.B.L. and S.B.L.)
2%
2 1/2 " SACP, 3/4-inch NMSA, 3 to <30 Million ESAL, (Typ. N.B.L. & S.B.L.)
2%
5.0’ min.
5.0’ min.
Varies 20.0’ to 37.0’
Travel Lane Varies 20.0’ to 55.0’
Travel lane
Remove exist. asphalt sidewalk.
Construct reinforced exposed aggregate concrete sidewalk
Remove exist. concrete curb and gutter (typ.)
Remove exist. concrete curb and gutter (typ.)
Install stone curb, type I, 16-inch depth
(typ.)
2%
3+53.0 TO 7+50.0
0+73.4 TO 3+53.0
Place topsoil, 2-inch depth and solid sod
OHIO DRIVE
OHIO DRIVE
6:1
Max.
NORTHBOUNDSOUTHBOUND
NORTHBOUNDSOUTHBOUND
Install stone curb, type I, 16-inch depth (Typ.)
30"
Min.
30"
Min.
30"
Min.
6:1
Max.
6:1
Max.
6:1
Max.
(+12") Existing asphalt pavement
(+8") Existing aggregate base
(+12") Existing asphalt pavement
(+8") Existing aggregate base Varies
Exist &
Prop.
Exist &
Prop.
8’ sidewalk
Mill variable depth (+/- 7") exist. pavement
+ +-+ -+( 0’ to 49’)
(see note 4)
Lateral limits of construction
Place topsoil, 2-inch depth and solid sod
(see note 4)
See note 5 sidewalk
NOTES:
See note 4
Place 2" topsoil and solid sod in disturbed areas
Place 2" topsoil and solid sod in disturbed areas
Mill variable depth (+/- 5") exist. pavement
Existing sidewalk
1.
2.
3.
4.
5.
Remove exist. asphalt sidewalk, and bed course place topsoil, 2-inch depth, and sod
6+00.00 to 8+43.00
16+27.00 to 17+50.00
Remove exist. cobblestone sidewalk and bed course, 15+14.00 to 16+27.00
(See plan sheets for locations and widths)
1 1/2 " SACP, 3/8-inch NMSA, 3 to <30 Million ESAL, Type III roughness
(Typ. N.B.L. and S.B.L.)
1 1/2 " SACP, 3/8-inch NMSA, 3 to <30 Million ESAL, Type III roughness
(Typ. N.B.L. & S.B.L.)
See note 4
+/- 3 1/2 " SACP, 1-inch NMSA, 3 to <30 Million ESAL, (Typ. N.B.L. and S.B.L.)
+/- 5" SACP, 1-inch NMSA, 3 to <30 Million ESAL, (Typ. N.B.L. & S.B.L.)
+/- 5" SACP, 1-inch NMSA, 3 to <30 Million ESAL, (Typ. N.B.L. & S.B.L.)
Excavate existing subgrade material (+/- 5")
24.0’
Match existing sidewalk elevation at connection to curb walls and retaining walls abutting existing sidewalk.
Existing trees and light poles to remain in place unless otherwise noted.
Establish existing vertical and horizontal grade control prior to disturbing any of the existing roadway. Submit this information to the CO for approval before beginning work.
Provide a smooth transition between proposed sidewalk and sod, and between proposed sod and existing lawn. V-ditches or V-knolls are not acceptable.
Northbound Ohio Drive, at the median between station 0+73.4 and 3+53.0, remove existing asphalt pavement. Place embankment material
(+/- 8-inch depth). Place topsoil (4-inch depth) and solid sod.
Varies 42.0’ to 142.0’ Varies 42.0’ to 78.0’
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
/2
/2
M
P ro je c ts
\n a c c \1
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\C A
D D
\T Y
P
IC
A L
S E
C T
IO
N
.d g n
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
OHIO DRIVE AND OLD CONSTITUTION AVENUE
NPS PACKAGE NO. 44460
B-2
TYPICAL SECTION
Sheet 2 of 4
NATIONAL MALL AND MEMORIAL PARKS
OHIO DRIVE
CL
Profile grade
Prop.
CL
Profile grade
Prop.
Asphalt tack coat
(Typ. N.B.L. and S.B.L.)
2%
2 1/2 " SACP, 3/4-inch NMSA, 3 to <30 Million ESAL, (Typ. N.B.L. & S.B.L.)
2% Varies
(2.0% to 3.6%)
CL
Exist.
CL
Exist.
5.0’ min. 5.0’ min.
Reset exist. granite curb Reset exist. granite curb
Varies
(0’ to 3.9’)
Place topsoil, 2-inch depth and solid sod
20.0’
Travel Lane 20.0’
Travel Lane
20.0’
Travel Lane 20.0’
Travel lane
Remove exist. concrete curb and gutter (typ.)
Install stone curb, type I, 16-inch depth
(typ.)
OHIO DRIVE
OHIO DRIVE
9+37.0 TO 14+26.0
7+50.0 TO 8+43.0
NORTHBOUNDSOUTHBOUND
NORTHBOUNDSOUTHBOUND
30"
Min.
30"
Min.
30"
Min.
6:1
Max.
6:1
Max.
Varies
(0’ to 2.9’)
2%
5.0’ min.
(+12") Existing asphalt pavement
(+8") Existing aggregate base
Asphalt tack coat
(Typ. N.B.L. and S.B.L.)
2 1/2 " SACP, 3/4-inch NMSA, 3 to <30 Million ESAL, (Typ. N.B.L. & S.B.L.)
Varies (2.0% to 3.6%)
5.0’ min.
Mill variable depth (+/- 7") exist. pavement
Mll variable depth (+/- 7") exist. pavement
(+12") Existing asphalt pavement
(+8") Existing aggregate base
Protect exist. granite steps and wall
Protect existing granite steps
2% 2%
5’ to 9’
7’ to 10’
7’ to 10’
5’ to 9’
Place topsoil, 2-inch depth and solid sod (see note 4)
Remove exist. concrete sidewalk.
Construct reinforced exposed aggregate concrete sidewalk
(see note 5)
Remove and reset exist. cobblestone sidewalk
(see note 5)
15+14.0 TO 17+77.14
1 1/2 " SACP, 3/8-inch NMSA, 3 to <30 Million ESAL, Type III roughness
(Typ. N.B.L. & S.B.L.)
1 1/2 " SACP, 3/8-inch NMSA, 3 to <30 Million ESAL, Type III roughness
(Typ. N.B.L. & S.B.L.)
4.
5.
Match existing sidewalk elevation at connection to curb walls and retaining walls abutting existing sidewalk.
Existing trees and light poles to remain in place unless otherwise noted.
Establish existing vertical and horizontal grade control prior to disturbing any of the existing roadway. Submit this information to the CO for approval before beginning work.
Provide a smooth transition between proposed sidewalk and sod, and between proposed sod and existing lawn. V-ditches or V-knolls are not acceptable.
Use aceptable methods to remove existing sidewalks without damaging the existing granite steps.
Remove exist. asphalt sidewalk, and bed course place topsoil, 2-inch depth, and sod
6+00.00 to 8+43.00
16+27.00 to 17+50.00
Remove exist. cobblestone sidewalk and bed course, 15+14.00 to 16+27.00
(See plan sheets for locations and widths)
+/- 5" SACP, 1-inch NMSA, (Typ. N.B.L. & S.B.L.)
+/- 5" SACP, 1-inch NMSA, 3 to <30 Million ESAL, (Typ. N.B.L. & S.B.L.)
Remove exist. concrete sidewalk.
Construct reinforced exposed aggregate concrete sidewalk
Slope sidewalk 2.00% away from curb
(See plan sheets for locations and widths)
(7+50.00 to 8+43.00)
Remove exist. asphalt sidewalk.
Construct reinforced exposed aggregate concrete sidewalk
Slope sidewalk 2.00% towards curb
(See plan sheets for locations and widths)
(15+14.00 to 16+50.00)
Varies
+/- 5" SACP, 1-inch NMSA, 3 to <30 Million ESAL, (Typ. N.B.L. & S.B.L.)
+/- 5" SACP, 1-inch NMSA, 3 to <30 Million ESAL, (Typ. N.B.L. & S.B.L.)
Excavate existing subgrade material (+/- 5")
Excavate existing subgrade material (+/- 5")
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
/2 /2
M
P ro je c ts
\n a c c \1
(4 p ro j_ d e v \C
A D
D \T
Y P
IC
A
L S
E C
T
IO
N .d g n
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
B-3
Sheet 3 of 4
TYPICAL SECTION
NATIONAL MALL AND MEMORIAL PARKS
OHIO DRIVE
CL
Profile grade
Prop.
Asphalt tack coat (Typ. N.B.L. and S.B.L.)
2% 2% 2%
5.0’ min.
5.0’ min.
CL
Exist.
Exist. bridge abutment wall
Exist. bridge abutment wall
Remove exist. concrete sidewalk.
Construct reinforced exposed aggregate concrete sidewalk
Varies
(2.0% to 3.6%)
20.0’
Travel Lane
20.0’
Travel Lane
Reset existing granite curb
(Typ.)
Remove exist. iron handrail
Remove and reset exist. cobblestone sidewalk
Mill (variable depth) exist. pavement
Varies
(1.9’ to 2.7’)
OHIO DRIVE OVERPASS
8+43.0 TO 9+37.0 (MEMORIAL BRIDGE)
14+26.0 TO 15+14.0 (WATERGATE PLAZA BRIDGE)
NORTHBOUNDSOUTHBOUND
Varies
5’ to 9’
2 1/2 " SACP, 3/4-inch NMSA, 3 to <30
Million ESAL (Typ. N.B.L. and S.B.L.)
Reset exist.
granite curb
(+12") Existing asphalt pavement
(+8") Existing aggregate base
8" Aggregate base course
4’ to 6’
3’max
1 1/2 " SACP, 3/8-inch NMSA, 3 to <30 Million
ESAL, Type III roughness
(Typ. N.B.L. and S.B.L.)
5" SACP, 1-inch NMSA, 3 to <30 Million ESAL, (Typ. N.B.L. & S.B.L.)
5" SACP, 1-inch NMSA, roadway. Submit this information to the CO for approval before beginning work.
Excavate existing subgrade material (+/- 5")
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
/3
/2
M
P ro je c ts
\n a c c \1
(4 p ro j_ d e v \C
A D
D \T
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IC
A
L S
E C
T
IO
N .d g n
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
TYPICAL SECTION
C L
Existing Ground Existing ground
Match Existing Slope Match Existing Slope
OLD CONSTITUTION AVENUE
Mill 1 1/2 " of existing asphalt pavement
B-4
OLD CONSTITUTION AVENUE
Existing pavement varies 7" to 14"
Profile grade Existing concrete curb & gutter
(typ.)
Not to scale
Existing concrete curb & gutter to remain (typ.)
SOUTHBOUND NORTHBOUND
Varies
See
Plans for locations
Asphalt tack coat
(Typ. N.B.L. and S.B.L.)
Sheet 4 of 4
17+77.14 TO 28+92.0
1 1/2 " SACP, 3/8-inch NMSA, 3 to <30 Million ESAL, Type III roughness
(typ. N.B.L. & S.B.L.)
roadway. Submit this information to the CO for approval before beginning work.
Exist
C L
Prop
Varies 0-3’
Varies
(10’ to 28’)
Travel Lane
Varies
(10’ to 11.5’)
Travel Lane
(0’ to 11.5’)
(10’ to 18’)
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
D A
T E
D G
N
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
OHIO DRIVE
TABULATION OF QUANTITIES
Sheet 1 of 2
C-1
Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚
‡ PLAN SHEET SECTION -------->>‡ ESTIMATED QUANTITIES ‡
‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ BID ‡
‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ PLAN ‡ SCHEDULE ‡
‡60201-1100‡42-INCH PIPE CULVERT ‡ LNFT ‡ 20 ‡ 20 ‡
‡60401-1000‡MANHOLE, TYPE 1 ‡ EACH ‡ 14 ‡ 14 ‡
‡60403-1400‡INLET, TYPE 5B (MODIFIED) ‡ EACH ‡ 8 ‡ 8 ‡
‡60404-2000‡CATCH BASIN, TYPE 2 ‡ EACH ‡ 14 ‡ 14 ‡
‡60404-3000‡CATCH BASIN, TYPE 3 ‡ EACH ‡ 5 ‡ 5 ‡
‡60405-0000‡MANHOLE ADJUSTMENT ‡ EACH ‡ 32 ‡ 32 ‡
‡60421-0000‡OIL/GRIT SEPARATOR (WATER SEAL) ‡ EACH ‡ 27 ‡ 27 ‡
‡60703-0000‡CLEANING CULVERTS IN PLACE ‡ LNFT ‡ 700 ‡ 700 ‡
‡60901-2900‡CURB, STONE, TYPE 1, 6-INCH DEPTH (GRANITE, ‡ ‡ ‡ ‡
‡ ‡REPLACEMENT) ‡ LNFT ‡ 200 ‡ 200 ‡
‡60901-3100‡CURB, STONE, TYPE 1, 8-INCH DEPTH (GRANITE, ‡ ‡ ‡ ‡
‡ ‡REPLACEMENT) ‡ LNFT ‡ 75 ‡ 75 ‡
‡60901-4000‡CURB, STONE, TYPE 1, 16-INCH DEPTH ‡ LNFT ‡ 3500 ‡ 3,500 ‡
‡60910-0000‡RESET CURB ‡ LNFT ‡ 1400 ‡ 1,400 ‡
‡61501-0500‡SIDEWALK, EXPOSED AGGREGATE CONCRETE (REINFORCED) ‡ SQYD ‡ 1500 ‡ 1,500 ‡
‡61508-0100‡RESET COBBLESTONE PAVERS ‡ SQYD ‡ 655 ‡ 655 ‡
‡61901-2100‡FENCE, CHAIN LINK, 96-INCH HEIGHT ‡ LNFT ‡ 500 ‡ 500 ‡
‡61905-0000‡TREE PLANKING ‡ LNFT ‡ 50 ‡ 50 ‡
‡62401-0100‡FURNISHING AND PLACING TOPSOIL, 2-INCH DEPTH ‡ SQYD ‡ 5300 ‡ 5,300 ‡
‡62401-0300‡FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ‡ SQYD ‡ 950 ‡ 950 ‡
‡62701-0000‡SOD, SOLID ‡ SQYD ‡ 6000 ‡ 6,000 ‡
‡63302-0000‡SIGN SYSTEM ‡ SQFT ‡ 300 ‡ 300 ‡
‡63316-1000‡REMOVE AND RESET SIGN ‡ EACH ‡ 9 ‡ 9 ‡
‡63401-1500‡PAVEMENT MARKINGS, TYPE H, SOLID ‡ LNFT ‡ 14820 ‡ 14,820 ‡
‡63401-1600‡PAVEMENT MARKINGS, TYPE H, BROKEN ‡ LNFT ‡ 3500 ‡ 3,500 ‡
‡63406-0400‡RAISED PAVEMENT MARKER TYPE D ‡ EACH ‡ 110 ‡ 110 ‡
‡63502-0100‡TEMPORARY TRAFFIC CONTROL, ADVANCE WARNING ARROW ‡ ‡ ‡ ‡
‡ ‡PANEL, TYPE A ‡ EACH ‡ 4 ‡ 4 ‡
‡63502-0600‡TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 ‡ EACH ‡ 63 ‡ 65 ‡
‡63502-1300‡TEMPORARY TRAFFIC CONTROL, DRUM ‡ EACH ‡ 165 ‡ 180 ‡
Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚
‡ PLAN SHEET SECTION -------->>‡ ESTIMATED QUANTITIES ‡
‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ BID ‡
‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ PLAN ‡ SCHEDULE ‡
‡15101-0000‡MOBILIZATION ‡ LPSM ‡ ALL ‡ ALL ‡
‡15201-0000‡CONSTRUCTION SURVEY AND STAKING ‡ LPSM ‡ ALL ‡ ALL ‡
‡15401-0000‡CONTRACTOR TESTING ‡ LPSM ‡ ALL ‡ ALL ‡
‡15705-0100‡SOIL EROSION CONTROL, SILT FENCE ‡ LNFT ‡ 2400 ‡ 2,400 ‡
‡15706-1000‡SOIL EROSION CONTROL, INLET PROTECTION ‡ EACH ‡ 8 ‡ 8 ‡
‡15706-1500‡SOIL EROSION CONTROL, INLET PROTECTION TYPE E ‡ EACH ‡ 19 ‡ 19 ‡
‡15706-1600‡SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ‡ ‡ ‡ ‡
‡ ‡ENTRANCE ‡ EACH ‡ 1 ‡ 1 ‡
‡20220-1000‡REMOVAL, INDIVIDUAL TREE ‡ EACH ‡ 3 ‡ 3 ‡
‡20301-1400‡REMOVAL OF INLET ‡ EACH ‡ 23 ‡ 23 ‡
‡20301-1700‡REMOVAL OF MANHOLE ‡ EACH ‡ 3 ‡ 3 ‡
‡20302-0300‡REMOVAL OF CURB AND GUTTER, CONCRETE ‡ LNFT ‡ 3400 ‡ 3,400 ‡
‡20302-2100‡REMOVAL OF PIPE CULVERT ‡ LNFT ‡ 350 ‡ 350 ‡
‡20302-2500‡REMOVAL OF HANDRAIL ‡ LNFT ‡ 200 ‡ 200 ‡
‡20303-3000‡REMOVAL OF SIDEWALK, ASPHALT ‡ SQYD ‡ 2235 ‡ 2,235 ‡
‡20303-3200‡REMOVAL OF SIDEWALK, CONCRETE ‡ SQYD ‡ 600 ‡ 600 ‡
‡20303-3300‡REMOVAL OF SIDEWALK, STONE ‡ SQYD ‡ 100 ‡ 100 ‡
‡20310-1000‡PLUG, EXISTING PIPE ‡ EACH ‡ 6 ‡ 6 ‡
‡20401-0000‡ROADWAY EXCAVATION ‡ CUYD ‡ 550 ‡ 550 ‡
‡30101-4000‡AGGREGATE BASE GRADING C OR D ‡ TON ‡ 30 ‡ 30 ‡
‡40101-0300‡SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 3 TO 30 MILLION ESAL (TYPE III ‡ ‡ ‡ ‡
‡ ‡PAVEMENT ROUGHNESS) ‡ TON ‡ 1520 ‡ 1,520 ‡
‡40101-1100‡SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 3 TO 30 MILLION ESAL ‡ TON ‡ 1150 ‡ 1,150 ‡
‡40101-1500‡SUPERPAVE PAVEMENT, 1-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 3 TO 30 MILLION ESAL ‡ TON ‡ 3300 ‡ 3,300 ‡
‡41301-0000‡ASPHALT PAVEMENT MILLING ‡ SQYD ‡ 18600 ‡ 18,600 ‡
‡60103-4000‡CONCRETE, FOUNDATION, LIGHT POLE ‡ EACH ‡ 3 ‡ 3 ‡
‡60201-0500‡15-INCH PIPE CULVERT ‡ LNFT ‡ 1400 ‡ 1,400 ‡
‡60201-0600‡18-INCH PIPE CULVERT ‡ LNFT ‡ 200 ‡ 200 ‡
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
/2
/2
M
P ro je c ts
\n a c c \1
(4 p ro j_ d e v
\C A
D D
\C
-P
R A
-N A
M A
(4 q n t.
d g n
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
OHIO DRIVE
TABULATION OF QUANTITIES
Sheet 2 of 2
C-2
Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚
‡ PLAN SHEET SECTION -------->>‡ ESTIMATED QUANTITIES ‡
‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ BID ‡
‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ PLAN ‡ SCHEDULE ‡
‡63502-1500‡TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A ‡ EACH ‡ 6 ‡ 6 ‡
‡63502-1600‡TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B ‡ EACH ‡ 90 ‡ 90 ‡
‡63502-2000‡TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE ‡ ‡ ‡ ‡
‡ ‡MESSAGE SIGN ‡ EACH ‡ 13 ‡ 13 ‡
‡63502-2100‡TEMPORARY TRAFFIC CONTROL, CRASH CUSHION ‡ EACH ‡ 1 ‡ 1 ‡
‡63502-2600‡TEMPORARY TRAFFIC CONTROL, MOVING TEMPORARY CRASH ‡ ‡ ‡ ‡
‡ ‡CUSHION ‡ EACH ‡ 1 ‡ 1 ‡
‡63502-2700‡TEMPORARY TRAFFIC CONTROL, REPLACEMENT CARTRIDGES ‡ ‡ ‡ ‡
‡ ‡FOR CRASH CUSHION ‡ EACH ‡ 3 ‡ 3 ‡
‡63503-0400‡TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER ‡ LNFT ‡ 1590 ‡ 1,650 ‡
‡63503-0500‡TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER ‡ LNFT ‡ 1450 ‡ 1,450 ‡
‡63503-0700‡TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS ‡ LNFT ‡ 9810 ‡ 11,000 ‡
‡63504-1000‡TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN ‡ SQFT ‡ 2600 ‡ 2,600 ‡
‡63506-0500‡TEMPORARY TRAFFIC CONTROL, FLAGGER ‡ HOUR ‡ 250 ‡ 250 ‡
‡63602-6020‡SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP ‡ EACH ‡ 4 ‡ 4 ‡
‡63610-1600‡CONDUIT, 2-INCH, PVC (WITH SHIELDED ‡ ‡ ‡ ‡
‡ ‡#18 LEAD-IN CABLE) ‡ LNFT ‡ 280 ‡ 280 ‡
‡63610-2800‡CONDUIT, 4-INCH, PVC ‡ LNFT ‡ 35 ‡ 35 ‡
‡63610-3200‡CONDUIT, 6-INCH, PVC ‡ LNFT ‡ 110 ‡ 110 ‡
‡63620-0500‡POLE, TYPE WASHINGTON GLOBE NO. 16 LIGHT STANDARD ‡ EACH ‡ 1 ‡ 1 ‡
‡63623-1000‡MANHOLE, ELECTRICAL (HANDHOLE) ‡ EACH ‡ 3 ‡ 3 ‡
‡63641-0700‡RELOCATE LIGHT POLE ‡ EACH ‡ 2 ‡ 2 ‡
‡63701-0000‡FIELD OFFICE ‡ EACH ‡ 1 ‡ 1 ‡
‡64502-0000‡LOCATE UTILITIES ‡ EACH ‡ 10 ‡ 10 ‡
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
/2
/2
M
P ro je c ts
\n a c c \1
(4 p ro j_ d e v
\C A
D D
\C
-P
R A
-N A
M A
(4 q n t.
d g n
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
OHIO DRIVE
D-1
MILEAGE TABULATION
LOCATION
STATION TO STATION
LENGTH
FEET MILE
TOTAL
Ohio Drive
Old Constitution Avenue
0+00.00 To 17+50.00 1,750.00 0.33
17+50.00 To 28+92.00 0.22
0.552,892.00
1,142.00
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
/2
/2 m p ro je c ts
\n a c c \1
(4 p ro j_ d e v
\c a d d \M
IL
E
T A
B .D
G N
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
OHIO DRIVE
EROSION CONTROL
SCHEDULE
E-1
LOCATION
PAY ITEM 15706-1500
(EACH)
Ohio Drive 1+74.00 Lt
2+30.00
2+85.00 Lt
3+40.00 Rt
3+65.00 Rt
4+09.00 Lt
4+40.00 Rt
5+63.00 Rt
6+90.00
7+00.00 Rt
8+43.00
9+40.00
10+34.00
13+17.50
14+20.00
15+20.00
16+35.00
17+05.00 Rt
TOTAL
AS REQUIRED -
5+50.00 Lt 1
2+69.00 Lt 1
Lt & Rt
Lt & Rt
Lt & Rt
Lt & Rt
Lt & Rt
Lt & Rt
Lt & Rt
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Rt
Lt
SUBTOTAL
PAY ITEM 15705-0100
(LNFT)
-Ohio Drive Lt 0+00 to 8+43.73 930
Ohio Drive (Along existing asphalt sidewalk) 5+00.00 to 8+43.73 Rt 580 -
Ohio Drive (Along existing asphalt sidewalk) Rt 625 - 15+14.00 to 17+50.00
SOIL EROSION CONTROL,
SILT FENCE
SOIL EROSION CONTROL,
INLET PROTECTION
TYPE E
PAY ITEM 15706-1000
(EACH)
SOIL EROSION CONTROL,
INLET PROTECTION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
/2
/2 m p ro je c ts
\n a c c \1
(4 p ro j_ d e v
\c a d d \E
R O
S
IO
N C
O N
T R
O L
S U
M .D
G N
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
E-2
CURB SCHEDULE
OHIO DRIVE
LOCATION
(LNFT) (LNFT)
RESET CURB
Ohio Drive Lt
Rt 599 599
Lt 7 -
Rt 45
Lt 100 -
Rt 300
Rt
1+9.00 to 4+42.00 (off ramp) -
10 4+42.00 (off ramp)
Lt 694 -
Rt 515 -
Lt - 670
Rt - 670
Lt 200 200 -
Rt 265 265 -
SUBTOTAL
AS REQUIRED
TOTAL
1,340
1,4003,500
0+76.19 (SBL Island) to 2+85.00
0+76.19 (NBL Island) to 3+55.00
1+03.00 to 1+10.00
0+76.19
1+10.00 to 1+50.00
1+50.00 to 8+44.00
4+60.00 to 8+44.00
8+44.00 to 15+14.00
8+44.00 to 15+14.00
15+14.00 to 17+00.00
15+14.00 to 17+50.00
(LNFT)
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
Ohio Drive
(LNFT)
16 - INCH DEPTH
GUTTER, CONCRETE
506 506
3,141
3,400
3,241
259 4
PAY ITEM
20302-0300
PAY ITEM
60901-4000
PAY ITEM
60910-0000
PAY ITEM
60901-2900
REMOVAL OF CURB
AND
CURB, STONE,
TYPE 1,
(LNFT)
PAY ITEM
60901-3100
CURB,STONE,
TYPE 1
8-INCH DEPTH
(GRANITE REPLACEMENT)
98 36
CURB,STONE,
TYPE 1
6-INCH DEPTH
(GRANITE REPLACEMENT)
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
/1
/2
M
P ro je c ts
\n a c c \1
(4 p ro j_ d e v \C
A D
D \C
U R
B S
C H
.D G
N
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
SIDEWALK SCHEDULE
OHIO DRIVE
(SQ YD) (SQ YD) (SQ YD)
REMARK
REMOVAL OF
SIDEWALK,
ASPHALT
REMOVAL OF
SIDEWALK,
CONCRETELOCATION
720Lt
PAY ITEM
20303-3000
Lt
Lt
Lt
Rt 74 - -
PAY ITEM
20303-3200
PAY ITEM
61508-0100
PAY ITEM
61501-0500
Lt
Rt
Rt
Rt
PAY ITEM
20303-3300
(SQ YD)
REMOVAL OF
SIDEWALK,
STONE
SUBTOTAL
AS REQUIRED
TOTAL
1,500
15+13.73 To 16+15.69
8+43.73 To 9+37.98
14+25.80 To 15+13.73
8+43.73 To 9+37.98
14+25.80 To 15+13.73
9+37.98 To 14+25.80
9+37.98 To 14+25.80
15+13.73 To 16+25.00
ID
T H
(FT)
81+03.00 To 8+43.73
Varies
Varies
Varies
Varies
Varies
Varies
450 - 450
1,445
RESET
COBBLESTONE
PAVERS
(SQ YD)
E-3
On Ramp
Off Ramp
Rt
Rt - - - -
8 489
8 445
8+30
16+25
2,128
2,235
SIDEWALK,
EXPOSED
AGGREGATE
CONCRETE
(REINFORCED)
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
/2
/2 m p ro je c ts
\n a c c \1
(4 p ro j_ d e v \c a d d \S
ID
E
W A
L K
S C
H .D
G N
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
PERMANENT PAVEMENT
MARKING SCHEDULE
PAY ITEM 63401-1500
PAVEMENT MARKINGS,
TYPE H, SOLID
PAY ITEM 63401-1600
TYPE H, BROKEN
REMARKS
4" Solid White
4" Solid Yellow
4" Broken White
4" Solid Yellow
4" Solid White
4" Broken White
SHEET
I-1
I-2
I-3
LOCATION
Ohio Drive
Ohio Drive
Ohio Drive
5+50 to 11+25
11+25 to 17+00
1,150
1,150
1,150
1,150
1,150
1,150
E-6
I-4Ohio Drive and Old Constitution Avenue
17+00 to 17+77.14
Median/4" Solid Yellow
17+77.14 to 19+48.36 342
17+01 to 19+58.81 258 4" Solid White, Southbound Lane
19+58.81 to 22+00 4" Solid Yellow/Median482
50017+00 to 22+00
4" Solid White, Southbound Lane
17+14.93 to 18+31.92 4" Dotted Line, Northbound Lane
18+22.41 to 18+45.20
4" Double Solid Yellow/Gore, North and Southbound Lanes
23 Gore Northbound/Off Ramp
18+35.32 to 20+30.35 4" Broken White/Off Ramp
17+79.57 to 20+30.35
18+45.20 to 20+30.35
137-
195-
4" Solid White/Off Ramp
4" Solid Yellow/Off Ramp
18+27.11 to 19+60.66 134 - 4
18+45.20 to 20+05.06 134 - 4
150 - 4
145 - -
20+30 to 21+80.46
4" Solid White/Southbound Lane
20+05.06 Pedestrian Crosswalk
-- 24" Stop Bar15
4" Solid Yellow/Off Ramp
4" Solid White/Off Ramp
20+30 to 21+80.46
20+35 to 21+09 74 - - 4" Solid White/Southbound Lane
21+09 105 - - Pedestrian Crosswalk
-- 24" Stop Bar15
4" Solid Yellow/On Ramp36 - -
4" Solid White/On Ramp- -105
SHEET 1 OF 2
5451+00 to 3+50
STATION
4" Solid Yellow/Island
4" Solid Yellow/EOP1+00 to 2+78.79
747 4" Double Solid Yellow/Gore & Centerline 3+48.62 to 5+50
1400 1+00 to 5+50 4" Solid White
4" Broken White 1+00 to 5+50 710
2522+90 & 4+50
24" Stop Bar2051+00
4" Solid White/Southbound Lane Channelization
4" Solid White/Southbound Lane Channelization
4" Channelizing Lines and Chevron Markings
12,135 2,632 57SUBTOTAL THIS SHEET:
PAY ITEM 63406-0400
RAISED PAVEMENT
MARKER TYPE D
(EACH)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
D A
T E
D G
N
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
PERMANENT PAVEMENT
MARKING SCHEDULE
PAY ITEM 63401-1500
TYPE H, SOLID
PAY ITEM 63401-1600
TYPE H, BROKEN
REMARKS
4" Broken White
SHEET
I-5
LOCATION
Old Constitution Avenue 22+00 to 22+60
STATION
AS REQUIRED:
TOTAL:
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
D
A T
E
D G
N
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NPS PACKAGE NO. 44460
120 4" Solid Yellow/Median
22+00 to 22+81.51 4" Solid White, North and Southbound Lanes
22+00 to 26+00
-22+60 to 26+00 10680 4" Double Solid Yellow Centerline
4" Broken White
I-622+00 to 22+60
-22+60 to 26+00 12680 4" Double Solid Yellow Centerline
4" Solid White, Gore/Chevron
4" Solid White, Southbound Lane50
22+00 to 28+91.44
28+45.08 to 28+91.44
SUBTOTAL THIS SHEET:
SUBTOTAL PREVIOUS SHEET:
SHEET 2 OF 2
12,135 2,632
1,976
709 168
3,50014,820
PAY ITEM 63406-0400
RAISED PAVEMENT
MARKER TYPE D
(EACH)
E-7
PERMANENT SIGN
SCHEDULE
R1-1 30 30 White on
Red
-6.25 Single Post
Total This Sheet
See Note 2- - -130 30 Single Post7 R3-8L
5 R3-2 See Note 2
- - 24 24 4 - Single Post
6.25 6.25
3 -R2-1
SPEED
LIMIT
- 24 30 5
Black on
White
Single Post
6 -1R3-4 - 24 24 4 4 Single Post
Black and
Red on
White
STOP
3- - 36 36 -2 Single Post
YIELD
4 See Note 2
- - 24 24 4 - Single Post
ONLY
3.40 Red
on
White
Black on
White
Sign Text Text
No.
Sign
No.
LOCATION
Station Side
PANEL SIZE
Width Height
Area Corner
Radii
Border
Width
Margin
Width
TEXT SIZE
Numbers Upper
Case Case
Lower
Series
Color
Combination Quantity
Total Area Support
(No Pay) Remarks in in ft in in in in in in ftft
Red/Black on
White
Red/Black on
White
See Notes
See Notes
See Notes
See Notes
See Notes
See Notes
See Notes
93.45NOTES:
1. Construct and erect signs in accordance with the
"Manual on Uniform Traffic Control Devices" (MUTCD) current edition.
2. See Pavement Marking and Signing Plans for location.
3. Install supports in accordance with Detail E633-01
SHEET 1 OF 5
10.20
E-8
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
D
A T
E
D G
N
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
See Note 2R5-1 - -
30 30 6.25
See Note 2R7-4 - - 12 18 1.5 -11
Red on
White
- - 24 30 -
- - 12 6R7-201
Red on
White
R10-12
PERMANENT SIGN
SCHEDULE
Single Post
Single Post
Single Post
Single Post
Total This Sheet
0.5 4
R5-2
R4-7
11 R6-2 - - 24 30 -
Black on
White
5 Single Post
10 - - 24 24 - Single Post
8 5
- - 24 30 -
Black on
White
5 25 Single Post
DO NOT
ENTER
ONE
WAY
White on
Red
Black and
Red on
White
16.50
Black and
Green on
White
ZONE
TOW-AWAY
LEFT TURN
YIELD
ON GREEN
OR STANDING
STOPPING
NO
Sign Text Text
No.
Sign
No.
LOCATION
Station Side
PANEL SIZE
Width Height
Area Corner
Radii
Border
Width
Margin
Width
TEXT SIZE
Numbers Upper
Case Case
Lower
Series
Color
Combination Quantity
Total Area Support
(No Pay) Remarks in in ft in in in in in in ftft current edition.
2. See Pavement Marking and Signing Plans for location.
3. Install supports in accordance with Detail E633-01
See Notes
See Notes
See Notes
See Notes
See Notes
See Notes
See Notes
43.75
119.25
SHEET 2 OF 5
E-9
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
D
A T
E
D G
N
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
See Note 2- -
24 30
See Note 2- - 36 36 -1W12-1 9
Black on
Yellow
- - 36 36
9W4-2R
Black on
Yellow
Black on
Yellow
1- - -
Black on
White
R10-20a
PERMANENT SIGN
SCHEDULE
36 36 9
W5-4
Mod. Single Post
Single Post
Single Post
Single Post-1
Total This Sheet
1- - 36 36
- Single Post
EXCEPT
MON - FRI
7:00AM-9:30AM
4:00PM-6:30PM
9 9
20 -- 18
Black on
Yellow
Single Post W7-3a
NEXT
700 FEET
Black on
White
R10-20a
W1-1R
BIKEWAY
NARROWS
WALK
BIKE
See Note 2
Black on
Yellow
Single Post
Sign Text Text
No.
Sign
No.
LOCATION
Station Side
PANEL SIZE
Width Height
Area Corner
Radii
Border
Width
Margin
Width
TEXT SIZE
Numbers Upper
Case Case
Lower
Series
Color
Combination Quantity
Total Area Support
(No Pay) Remarks current edition.
HOLIDAYS
See Notes
See Notes
See Notes
See Notes
See Notes
See Notes
See Notes
24 18 3 3
1 9
24 3 1 3
2. See Pavement Marking and Signing Plans for location.
3. Install supports in accordance with Detail E633-01.
SHEET 3 OF 5
4-6:10 PM
47.00
E-10
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
D
A T
E
D G
N
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
See Note 2- - -2W12-2
Black on
Yellow
-1
- - 30 24 -1
24 12
White on
Brown
Black on
White
-SPECIAL
-1
- - 48 12 -
8 -
White on
Brown
Rock Creek Park
Kennedy Center
SPECIAL
60 30
White on
Brown
PERMANENT SIGN
SCHEDULE
TOTAL THIS SHEET
PARKING
D4-1L
SPECIAL
SPECIAL 12.524 -
36 36 9 Single Post
22.00
23 -1
24 24 4
Black on
Yellow
4 Single Post W13-1 20
M P H.. .
Remove and reset sign
Remove and reset sign
Remove and reset sign
Remove and reset sign
Sign Text Text
No.
Sign
No.
LOCATION
Station Side
PANEL SIZE
Width Height
Area Corner
Radii
Border
Width
Margin
Width
TEXT SIZE
Numbers Upper
Case Case
Lower
Series
Color
Combination Quantity
Total Area Support
(No Pay) Remarks in in ft in in in in in in ftft
Virginia Memorial Bridge Arlington Cemetery
Keep Right
EXCEPT BUSES
TRUCKS BICYCLES
AND HANDICAPPED
current edition.
2. See Pavement Marking and Signing Plans for location.
3. Install supports in accordance with Detail E633-01.
See Notes
See Notes
SHEET 4 OF 5
13’-0"
E-11
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
D
A T
E
D G
N
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
See Note 2- - -
-1
SPECIAL
White on
Brown
PERMANENT SIGN
SCHEDULE
TOTAL THIS SHEET
PREVIOUS SHEET TOTAL
TOTAL
AS REQUIRED
SPECIAL
-1
Sign Text Text
No.
Sign
No.
LOCATION
Station Side
PANEL SIZE
Width Height
Area Corner
Radii
Border
Width
Margin
Width
TEXT SIZE
Numbers Upper
Case Case
Lower
Series
Color
Combination Quantity
Total Area Support
(No Pay) Remarks current edition.
2. See Pavement Marking and Signing Plans for location.
3. Install supports in accordance with Detail E633-01.
See Notes
See Notes
SHEET 5 OF 5
SPECIAL
SPECIAL
48 30 10
White on
Brown
Rock Creek Park
Downtown
48 12 4 See Notes
48 6 2
See Notes
SPECIAL
3:45PM-6:30PM
6:30AM-9:30AM
Except Holidays
Except Holidays
FDR Mem.
Visitor Parking for Memorials
Monday-Friday
Monday-Friday
White on
Brown
Remove and reset sign
Double Post
Remove and reset sign
Mount below sign 28
Remove and reset sign
Double Post
Remove and reset sign
Single Post
- - -12424 See Notes
Remove and reset sign
Single Post
Red/
Black on
White
Red/
Black on
White
281.70
300.00
18.30
E-12
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT
SHEET
NO.
/2
/2
M
P ro je c ts
\n a c c \1
(4 p ro j_ d e v
\C A
D D
\P E
R M
-S
IG
N
.d g n
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DCNC PRA-NAMA 11(4)
NO.
NPS
41,904
NATIONAL MALL & MEMORIAL PARKS
/2
/2
:2
:0
P
M M
P ro je c ts
\n a c c \1
(4 p ro j_ d e v \C
A D
D \C o n s tS ig n S
C H
.d g n
STERLING, VIRGINIA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
Sign
No.
Text
No.
Sign Text Remarks
Station Side Series
Color
Combination Quantity
LOCATION PANEL SIZE TEXT SIZE
Width
(in.)
Area
(sq ft)
Corner
Radii
(in.)
Border
Width
(in.)
Margin
Width
(in.)
Numbers
(in.)
Upper
Case
(in.)
Lower
Case
(in.)
Total Area
(sq ft) Height
(in.)
Sheet 1 of 12
436 18
Black on
Orange
G20-2 4.5 See
Note 3
Single 4" x 4" post
END
ROAD WORK
See Note 2
Support
(ft)
(No Pay)
Subtotal
30 24
Black on
Orange
M4-9M 5
DETOUR
DETO…
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