Plans_PRA-NAMA_502(5).pdf
PDF 23 MB Posted
- Solicitation number
- DTFH71-14-B-00008
About this file
Plans_PRA-NAMA 502(5)
View the file
Other files
| File | Type | Posted |
|---|---|---|
| FP03_Eng_.pdf | ||
| IFB_Solicitation_PRA-NAMA_502(5).pdf | ||
| Report_2_Bridge_Inspection_Report_2013.pdf | ||
| VETS-100A_Form.pdf | ||
| Report_4_NEPA.pdf | ||
| ADV_Bidder's_Qualifications_Form.doc | DOC document | |
| Subcontracting_plan.doc | DOC document | |
| Report_3_Cert_Program_for_Bridge_Temp_Works_(FHWA-RD-93-033).pdf | ||
| Report_1_Bridge_Inspection_Report_2011.pdf | ||
| FP03_Errata.pdf | ||
| Synopsis_Notice_PRA-NAMA_502(5).doc | DOC document |
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
U.S. DEPARTMENT OF THE INTERIOR
M
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D a 1-n a m a (5 tt l.
d g n
:5
:5
A
-D e c -2
SHEET
NO
DESCRIPTION
INDEX TO SHEETS
PLANS FOR PROPOSED
REG STATE PROJECT
SHEET
NO.
NC DC A1
NATIONAL PARK SERVICE
NPS
NO.
106126
DESCRIPTION OF PROJECT
IMPROVEMENT:
PROJECT LENGTH:
ROAD:
WIDTH TYPE
SURFACE:
DECK
ADT (2013)
ADT (2033)
DHV
%Truck
D
V (MPH)
6%
SPECIFICATIONS:
FP-03 U.S.Customary Units.
Roads and Bridges on Federal Highway Projects", "Standard Specifications for Construction of
BRIDGE:
DESIGN DESIGNATION:
Concrete
C/A Full
N
Project Manager Lead Designer
PMIS NO.
100016
TOTAL
SHEETS
Cycle #3(miles)
N
KEY MAP
WASHINGTON DC AND METROPOLITAN AREA
15 12 6 0 15
SCALE IN MILES
VIRGINIA
SPRINGFIELD
ALEXANDRIA
ANDREWS
AIR FORCE
BASE
BETHESDA
MCLEAN
ARLINGTONFALLS
CHURCH
VIENNA
SILVER
SPRING
HYATTSVILLE
ROCK
CREEK
PARK
FT
MYER
B A
L T
W A S
H
P A
R K
W A
Y
GEORGE
P A
R K
W A
Y
MARYLAND
WASH. DC
W A S
H
D
IS
T R
IC
T O
F C O
LU
M B
IA
A R
LIN
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
NATIONAL MALL AND MEMORIAL PARKS
DISTRICT OF COLUMBIA
PRA-NAMA 502(5)
RAMANIKLAL SATASIYA BOB BEUCLER
INDEPENDENCE AVE.
B
S
IN
D R
W E S T
O H
IO
O
PRA-NAMA 502(5)
21,700 vpd
24,000 vpd
3,255 vpd
N/A
34’ Asphalt
34’
2.5" asphalt over concrete bridge deck
0.1471 Miles
A Kutz Bridge 10+00 to 17+76.67 0.1471 NACC3400, Rte.0502
MP 0.504 to MP 0.652, Schedule Description Station to Station Length RIP Milepost/
PROJECT PRA-NAMA 502(5)
PROJECT PRA-NAMA 502(5)
(INDEPENDENCE AVENUE EASTBOUND)
KUTZ BRIDGE
0 0.25
SCALE IN MILES
0.125
CONSTITUTION AVE.
THE MALL
MADISON DR.
T
H
S T
T
H
S T
T
H
S T
HOUSE
WHITE
ST.
E
T
H
S
T
T
H
S
T
T
H
S T
S
T
S
T
E ST.
C R
E E
K P
K W
Y R
O C
K
VIRG
IN
IA AVE.
PENNSYLVANIA
AVE.
JEFFERSON DR.
INDEPENDENCE AVE.
AVE.
MARYLAND
L ’E
N F
A N
T
P
R O
M
T
H
S
T
C h a n n e l
W a sh in g to n
D ST.
C ST.
T
MONUMENT
WASHINGTON
M A
IN
E A
V E
R W
A L L E N
B E R
G
P L
O H
IO
D
R
MEMORIAL
JEFFERSON
Basin
Tidal
MEMORIAL
MLK
M E
M B
R
ID
G E
G E O R G E M
A S O
N
P o to m a c R iv e r
MEMORI
AL B
RI
DGE
ARLI
NGTON
MEMORIAL
LINCOLN
CONSTITUTION AVE.
W A
TE
R S
T.
M A
IN
E A
V E
(Independence Avenue Eastbound)
Rehabilitate Kutz Bridge
PMIS # 100016
STEEL PAINTING, STONE MASONRY, AND OTHER WORK
ASPHALT MILL AND OVERLAY, DECK CONCRETE REPAIR,
BRIDGE STRUCTURE # 3400-032P
Standards and Details
Bridge As-Built Plans
Bridge Plans
Permanent Striping
Temporary Traffic Control Plans
Erosion Control Narrative
Wingwall Erosion Repair Plan
Plan
Summaries and Schedules
Tabulation of Quantities
Typical Sections
Staging Area Plan
Location Map
Symbols and Abbreviations
Title Sheet
PLANS PREPARED BY
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
Administration
Federal Highway
U.S. Department of Transportation
Know what’sbelow.
before you dig.Call
R
Website: www.missutility.net prior to digging at 811 or 1-800-257-7777
Call DC Miss Utility One Call Center
DECEMBER, 2013
OVER TIDAL BASIN (April 22, 2013)
BIP report: KUTZ BRIDGE INDEPENDENCE AVENUE
Bridge structure: # 3400-032P
S1-S7
R18-R33
R1-R17
P1
N1-N9
M1
E1
D1
C2-C3
C1
B1-B5
A4
A3
A2
A1
R/W
P/E C/E
P
UD
W
P/E C/E
P or
UD
W
FOUND
36 31
6 1
36 31
6 1
No Symbol
No Symbol
FOUND
36 31
6 1
36 31
6 1
400 No Symbol x 99.9
T-45
2,645.9
T-3 x 99.9
T-45
2,645.9
T-3
26 25 69426 25 694 c
Average daily traffic ADT
Alternate alt.
Ahead AH
Aggregate aggr.
Abutment Abut.
Footing ftg.
Flange flg.
Finish fin.
Inside diameter ID
West W
(curve delta or deflection)
Curve total angle
(spiral curve transitions)
Curve centeral angle
Culvert culv.
Corrugated metal pipe CMP
Continuous cont.
Construction joint Constr. jt.
Connection conn.
Column col.
Clear clr.
Centers ctrs.
Center to center cc, c-c or c. to c.
Centerline
Drop Inlet DI
Drawing(s) dwg(s), or drwg(s)
Distance dist.
Diaphragm diaph.
Diameter D, dia., or
Diagonal diag.
Design speed V
Design hourly volume DHV
Expansion joint exp. jt.
Excavation exc.
Equation EQ or eq.
End section ES
Embankment emb.
[El. 94.16]
Elevation with number El. 94.161
Elevation elev.
Edge of pavement EP or EOP
East E
Gage(gauge) ga.
Galvanized galv.
High water HW
Hexagon hex.
Headwall hdwl.
Joint jt.
Low water LW
Longitudinal(longitude) long.
Length of spiral Ls
(spiral curve transision)
Length of curve Lc
Length of curve(simple curve) L
Left lt., Lt. or LT
Latitude lat.
Lamination lam.
On centers o. c.
Outside diameter OD
Out to out o. to o.
Original groung OG
North N
Normal crown NC or NCR
Route Rte.
Roadway Rdwy.
Right-of-way R/W
Right Rt., rt.or RT
Required reqd.
Reinforcement (reinforced) reinf.
Range R.
Radius R
Symmetrical sym.
Superelevation rate e
Structure struc.
Stringer stgr.
Stiffener stiff.
Station Sta.
Standard std.
Spiral central angle s
Spacing, spaces or spaced spa.
South S
Section Sec.
Typical typ.
Township T.
Thread thd.
easement
Temporary construction TCE
Temporary benchmark TBM
(spiral curve transision)
Tangent distance Ts
(tangent length)
Tangent distance T
Vertical point of intersection VPI
Vehicle per hour vph
PAVEMENT REMOVAL/ROADWAY OBLITERATION
LAKE, POND or RESERVOIR; MARSHLAND
SLOPE STAKE
PROPOSEDEXISTING
PROJECTED
INTERSTATE U.S. STATE
AREA PATTERN
TREELINE; TREE
BUILDING
UNDERDRAIN
BOX CULVERT
CULVERT with DROP INLET
PIPE CULVERT with HEADWALL
PIPE CULVERT with END SECTION
PIPE CULVERT (arrow shows flow)
BRIDGE
STREET LIGHT
TELEPHONE BOOTH or PEDESTAL
SUPPORT POLE with ANCHOR
RETAINING WALL
SIGNS
PORTABLE
POST MOUNTED
GUARDRAIL
CATTLEGUARD
GATE with FENCE
FENCE
MATERIAL SOURCE
NORTH ARROW
EXISTING PROPOSED
wall facewall face
TB or TP or
P/LP/L
MEDIAN & SIDE (CONCRETE) BARRIER
FOREST BOUNDARY
NATIONAL PARK or
SECTION LINE16
SECTION LINE4
SECTION LINE
COUNTY BOUNDARY
CITY BOUNDARYCITY BOUNDARY
NATIONAL BOUNDARY
STATE BOUNDARY
TOWNSHIP or RANGE LINE
PROPERTY LINE
BRASS CAP
STEEL PIN
Top of Triangle Points North
TRAVERSE POINT (Horizontal & Vertical)
TRAVERSE POINT (Horizontal)
COORDINATE GRID TICK
SPOT ELEVATION
HUB & TACK
BORING LOCATION
RIPRAP/CULVERT RIPRAP
CHECK DAM
DIVERSION BERM
SILT FENCE
MILL AND OVERLAY
SIDEWALK ASPHALT/CONCRETE
FULL DEPTH PAVEMENT
OVERLAY
SECTION CORNER
SECTION CORNER4
SECTION16
PROPERTY CORNER
PARCEL NUMBER
EASEMENT (Permanent - Construction)
ROUTE NUMBERS
RIGHT-OF-WAY LINE
with MONUMENT
RIGHT-OF-WAY LINE
TOP OF CUT
TOE OF FILL
TRANSITION
SINGLE TRACK
ROADWAY, EXISTING
INTERMITTENT DRAINAGE/ SMALL CREEK
SPRING
LARGE CREEK/RIVER
RAILROAD
TRAIL
MULTIPLE TRACK
FO=Fibre optics
T=Telephone, E&T=Joint Electrical and Telephone
E=Electrical for distribution line
P=Electrical for transmission line
OVERHEAD(POWER POLE) UTILITIES
E=electrical, FO=fibre optics SS=storm sewer, T=telephone, W=water G=gas, O=oil, P=power, SA=sanitary sewer, UNDERGROUND UTILITIES
PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-
DIVERSION CHANNEL
TEST PIT
B-1
TP-1
ABBREVIATIONS
SYMBOLS AND
EOP
EOG
embankment
Mechanically stabilized MSE
Monument mon. or MON
Minimum min.
Mile[Kilometer] post M.P[K.P.]
Maximum max.
Material matl.
Mainline M.L.
Point on tangent POT
Point on spiral POS
Point on curve POC
Point of tangent to spiral PS or TS
Point of tangent PT
Point of spiral to tangent PST or ST spiral
Point of spiral to reverse SRS
Point of spiral to curve PSC or SC
Point of intersection PI
Point of curve to spiral PCS or CS
Point of curve PC
Point of compound curve PCC
Plate pl.
PHTPhoto monument
Pavement pvmt.
Bench mark BM
Beginning beg.
Bearing brg.
Balance point BP
Back BK
A2
Drum
Traffic direction arrow
Advance warning arrow panel
Westbound
Eastbound
Portable changeable message sign
Equivalent single axle loads
Nominal maximum size aggregate
Superpave hot asphalt concrete pavement
WB
EB
PCMS
ESAL
NMSA
SACP
LCenterline C
No Symbol
TB or TP
P or
UD
W
No Symbol
TB or TP
P or
UD
W
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D a -n a m a (5 s y m .d g n
:1 :1
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
A3
MAP
LOCATION
O
C ST.
D ST.
Basin Tidal
W a sh in g to n
C h a n n e l
B U C
K E Y E
O H
IO
D
R
O H
IO
D
R
B R
ID
G E
R O
C H
A M
B E A
U M
E M
G E O
R G
E M
A S
O N M
E M B
R
ID
G E
IN
L E T B
R
ID
G E
MEMORIAL
JEFFERSON
O
UTLET BRID
G E
M A
IN
E A
V E
S W
A N B
O A T
PARKING AREA
INDEPENDENCE
KUTZ BRIDGE
AVE.
L ’E
N F
A
P
O M
E N
A D
E
INDEPENDENCE AVE.
AVE
MARYLAND
C ST.
M A
IN
E A
V E .W
A T E R S
T
WHITE HOUSE
T
H
S
T
T
H
S
T
T
H
S
T
PENNSYLVANIA
AVE.
CONSTITUTION AVE.
MONUMENT
WASHINGTON
MADISON DR.
THE MALL
JEFFERSON DR.
CONSTITUTION AVE.
REFLECTING POOL
ST.
E
R O
C K
C R
E E
K P
K W
Y
VIR
G
IN
IA
E ST.
AVE.
H E
N R
Y B
A C
O N D
R
LINCOLN
MEMORIAL
F R E
N C
H D
R
D A
N
IE
L
MEMORI
AL B
RI
DGE
ARLI
NGTON
MEMORIAL BRID
GE
THEODORE ROOSEVELT
O H
IO
D
R
B A S
IN
D
R
W E S
TP
o to m a c
R iv e r
INDEPENDENCE AVE.
1 A
Construction Signs:
A
AREA
STAGING
W
L L E
N B
E R
G P
L
MEMORIAL
MLK
AHEAD
UNDER CONSTRUCTION
KUTZ BRIDGE
Notes:
EB INDEPENDENCE AVENUE, 10+00.00
BEGIN PROJECT PRA-NAMA 502(5)
EB INDEPENDENCE AVENUE, 17+76.67
END PROJECT PRA-NAMA 502(5)
ROAD
WORK2
MILE2
ROAD
WORK
1000 FT
Anote 4
See note 3
See
Ohio Dr.
HDQTRS
PARK
REGION (NCR)
NATIONAL CAPITAL
A
SCALE IN FEET
0 500 1000
Message Sign
Portable Changeable
MESSAGE
VARIABLE
5.
4.
3.
2.
1.
and Sequence of Construction sheet.
For work hours, refer to the Traffic Control Plan General Notes at this bridge location for vehicles higher than this clearance.
Do not use Maine Avenue under Independence Avenue has a minimum underneath clearance of 12’-2".
The Independence Avenue Bridge over Maine Avenue of HS20 (MS18). Do not use construction vehicles over this bridge.
The Inlet Bridge on Ohio Drive has a bridge loading
Cover or remove all conflicting signs.
portable changeable message signs.
traffic control devices and approve messages on the
The CO will approve the final location and spacing of
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D a -n a m a (5 lo c .d g n
:2
1-
O c t-
:2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
801HV86021
E
8-inch in c h in c h
E
TS
TS
TS
TS
TS
E
E
E
E
E
E
E E
E
E
8-inch in c h in c h
E
E in c h in c h
12-inch in c h
12-inch
12-inch in c h in c h
12-inch in c h
12-inch
12-inch
30-in ch
30-inch
30-inch30-inch
30-inch
30-in ch in c h in c h in c h in c h
18-inch
18-inch in c h in c h
27.5"x27.5" Box culvert
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D a -n a m a (5 s ta g in g .d g n
:5
-D e c -2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
100’
100’
21’
EB INDEPENDENCE AVE.
STAGING AREA
STAGING AREA PLAN
Notes:
1.
2.
Subsection 107.02.
Protect trees in the vicinity of the staging area in accordance with
3.
areas as directed by the CO.
accumulated mud, gravel, and other debris, and repair damaged the construction entrance for the duration of the project. Remove
Maintain and protect the existing exposed aggregate sidewalk across
4.
min.
10’
WB MAINE AVE.
contours and conditions.
with the area of construction entrance to the approximate existing
At the completion of the project, restore the staging area along
A4
Silt fence (typical)
5.
No left turns are permitted when leaving the staging area.
6.
7.
8.
SCALE IN FEET
0 15 30 approval from the CO for the final staging area location.
construction entrance shown are approximate only. Obtain
The locations of the wood stockade fence, gate, and stabilized
Allow the Park event staff use of the staging area on the fourth of July.
Detail E619-A.
fence, 96-in height. See
Install 380’ of wood stockade
Maintain and protect the existing exposed aggregate sidewalk. See Note 3.
See Detail E157-01.
construction entrance.
Construct stabilized
See Section 625 for topsoil and turf establishment requirements.
See Section 159 for additional staging area information.
See Subsection 159.04.
wood stockade gate.
Install an 8-foot high 21-foot wide
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D b 1-n a m a (5 ty p .d g n
:2
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
B1
Notes:
17’-0"
2%
CLCL
CL
(See note 2)
Proposed travel way
2.00%
Existing structure
A B C
MILL AND OVERLAY TABLE
A
B
C
Section
2.5"
2.5"
2.5" north curb reveal
Maintain existing
ExistingExisting 2%
Proposed Proposed
Varies
(north to south)
Type IV pavement smoothness
3 to <30 million ESALs
" NMSA,2
1Overlay Depth, SACP, (Washington Monument)
SIDEWALK
NORTH
(Jefferson Memorial)
SIDEWALK
SOUTH
34’-0" Existing travelway
2.5" to 2.5"
(see table)
Mill depth
(see table)
Overlay depth south curb reveal
Maintain 5.75" minimum
Match existing sidewalk slope
1.92" to 1.92" at 10+00
Varies 17’-0" to 16’-2"
Varies 17’-0" to 15’-4"
Travel lane
Varies 11’-4" to 10’- 6 2/3"
Varies 0’-0" to 1’-2"
(West of Abutment 1)
TYPICAL SECTION
Mill Depth
2.
1.
(8+78 to 10+00)
(Independence Avenue Eastbound)
2’-4" to
0’-0"
Varies
2.5" to 1.92" at 10+00
2.5" to 2.5" at 8+78
2.5" to 2.5" at 8+78
Varies 17’-0" to 16’-2"
Travel lane
Varies 11’-4" to 10’- 6 2/3"
Travel lane
Varies 11’-4" to 10’- 6 2/3"
SCALE IN FEET
20 4 travel way centerline.
Place asphalt to ensure that the crown is centered about the proposed
STAGE DETAILS sheets in the bridge plans.
For bridge dimensions, see the EXISTING TYPICAL SECTIONS AND
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D b 1-n a m a (5 ty p .d g n
:2
:4
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
B2
Notes:
17’-0"
2%
CLCL
CL
(See note 2)
Proposed travel way
2.00%
Existing structure
A B C
MILL AND OVERLAY TABLE
A
B
C
Section
2.5"
2.5"
2.5" north curb reveal
Maintain existing
ExistingExisting 2%
Proposed Proposed
Varies
(north to south)
Type IV pavement smoothness
3 to <30 million ESALs
" NMSA,2
1Overlay Depth, SACP, (Washington Monument)
SIDEWALK
NORTH
(Jefferson Memorial)
SIDEWALK
SOUTH
T r a ff ic r a il ty p
P e d e s tr ia n r a il ty p
34’-0" Existing travelway
See note 3
2.5" to 2.5"
(see table)
Mill depth
(see table)
Overlay depth south curb reveal
Maintain 5.75" minimum
4.
3.
2.
1.
Match existing sidewalk slope
(see note 4)
Mill Depth (min.)
(Abutment 1, 10+00 to 10+74.33)
Kutz Bridge (Independence Avenue Eastbound)
(Abutment 1)
TYPICAL SECTION
2.5" to 1.53" at 10+74.33
2.5" to 1.92" at 10+00
1.53" to 1.5" at 10+74.33
1.92" to 1.92" at 10+00
Varies 16’-2" to 15’-0" Varies 16’-2" to 15’-0"
Varies 15’-4" to 13’-0"
Travel lane
Varies 10’- 6 2/3" to 10’-0"
Travel lane
Varies 10’- 6 2/3" to 10’-0"
Travel lane
Varies 10’- 6 2/3" to 10’-0"
2’-4" to 4’-0"
Varies Varies 1’-2" to 2’-0" membrane
Install waterproofing
SCALE IN FEET
20 4
Mill to a depth to ensure removal of all asphalt surface.
at locations as shown on the PLAN sheet.
Remove existing concrete curb and replace with granite curb travel way centerline.
Place asphalt to ensure that the crown is centered about the proposed
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D b 1-n a m a (5 ty p .d g n
:2
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
B3
Notes:
Travel lane
10’-0"
Travel lane
10’-0"
Travel lane
10’-0"
13’-0"17’-0"
2%
15’-0" 15’-0"
2’-0"
CLCL
CL
(See note 2)
Proposed travel way
2.00%
Existing structure
A B C
MILL AND OVERLAY TABLE
A
B
C
Section
2.5"
2.5"
2.5" north curb reveal
Maintain existing
ExistingExisting 2%
Proposed Proposed
2.02%
(north to south)
Type IV pavement smoothness
3 to <30 million ESALs
" NMSA,2
1Overlay Depth, SACP, (Washington Monument)
SIDEWALK
NORTH
(Jefferson Memorial)
SIDEWALK
SOUTH
T r a ff ic r a il ty p
P e d e s tr ia n r a il ty p
4’-0"
34’-0" Existing travelway
2.5" to 2.5"
2.5" to 1.53"
1.53" to 1.5"
(see table)
Mill depth
(see table)
Overlay depth south curb reveal
Maintain 5.75" minimum
Match existing sidewalk slope
(see note 3)
Mill Depth (min.)
(10+74.33 to 17+02.33)
Kutz Bridge (Independence Avenue Eastbound)
(Bridge Section)
TYPICAL SECTION
3.
2.
1.
membrane
Install waterproofing
SCALE IN FEET
20 4
Mill to a depth to ensure removal of all asphalt surface.
travel way centerline.
Place asphalt to ensure that the crown is centered about the proposed
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D b 1-n a m a (5 ty p .d g n
:2
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
B4
17’-0"
2%
CLCL
CL
(See note 2)
Proposed travel way
2.00%
Existing structure
A B C
MILL AND OVERLAY TABLE
A
B
C
Section
2.5"
2.5"
2.5" north curb reveal
Maintain existing
ExistingExisting 2%
Proposed Proposed
Varies
(north to south)
Type IV pavement smoothness
3 to <30 million ESALs
" NMSA,2
1Overlay Depth, SACP, (Washington Monument)
SIDEWALK
NORTH
(Jefferson Memorial)
SIDEWALK
SOUTH
T r a ff ic r a il ty p
34’-0" Existing travelway
See note 3
2.5" to 2.5"
(see table)
Mill depth
(see table)
Overlay depth south curb reveal
Maintain 5.75" minimum
Match existing sidewalk slope
(see note 4)
Mill Depth (min.)
(Abutment 2)
TYPICAL SECTION
(Abutment 2, 17+02.33 to 17+76.67)
Kutz Bridge (Independence Avenue Eastbound)
W in g w a ll ty p
2.5" to 1.53" at 17+02.33
1.53" to 1.5" at 17+02.33
2.5" to 2.14" at 17+76.67
2.14" to 2.14" at 17+76.67
Varies 15’-0" to 16’-3" Varies 15’-0" to 16’-3"
Varies 2’-0" to 0’-9"
Varies 13’-0" to 15’-6"
Travel lane
Varies 10’-0" to 10’-10"
Travel lane
Varies 10’-0" to 10’-10"
Travel lane
Varies 10’-0" to 10’-10"
4’-0" to 1’-6"
Varies membrane
Install waterproofing
SCALE IN FEET
20 4
Notes:
4.
3.
2.
1.
Mill to a depth to ensure removal of all asphalt surface.
at locations as shown on the PLAN sheet.
Remove existing concrete curb and replace with granite curb travel way centerline.
Place asphalt to ensure that the crown is centered about the proposed
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D b 1-n a m a (5 ty p .d g n
:2
:3
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
B5
MILL AND OVERLAY TABLE
A
B
C
Section
2.5"
2.5"
2.5"
(north to south)
Type IV pavement smoothness
3 to <30 million ESALs
" NMSA,2
1Overlay Depth, SACP, 2.5" to 2.5"
2.5" to 2.14" at 17+76.67
2.5" to 2.5" at 18+25
2.14" to 2.14" at 17+76.67
(East of Abutment 2)
TYPICAL SECTION
Mill Depth
(17+76.67 to 18+25)
(Independence Avenue Eastbound)
17’-0"
2%
CLCL
CL
(See note 2)
Proposed travel way
2.00%
Existing structure
A B C north curb reveal
Maintain existing
ExistingExisting 2%
Proposed Proposed
Varies
(Washington Monument)
SIDEWALK
NORTH
(Jefferson Memorial)
SIDEWALK
SOUTH
34’-0" Existing travelway
(see table)
Mill depth
(see table)
Overlay depth south curb reveal
Maintain 5.75" minimum
Match existing sidewalk slope
Varies 16’-3" to 17’-0"
Varies 15’-6" to 17’-0"
Varies 0’-0" to 1’-2"
Varies 16"-3" to 17’-0"
2.5" to 2.5" at 18+25
Travel lane
Varies 10’-10" to 11’-4" Travel lane
Varies 10’-10" to 11’-4"
Travel lane
Varies 10’-10" to 11’-4"
Varies 1’-6" to 0’-0"
SCALE IN FEET
20 4
Notes:
2.
1.
travel way centerline.
Place asphalt to ensure that the crown is centered about the proposed
NC DC
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D c 1-n a m a (5 q n t.
d g n
:3
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
C1
NPS NO.
NO.
PMIS
QUANTITIES
OF
TABULATION
100016 106126
PRA-NAMA 502(5)
-D e c -2
M1 1:
M
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D c -n a m a (5 s ig n c .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NC DC
REG STATE PROJECT SHEET NO.
C2
NPS NO.
NO.
PMIS
100016
SCHEDULE
CONSTRUCTION SIGNS
ROAD WORK
END
PRA-NAMA 502(5)
106126
G20-2
Text
No.No.
Sign Sign Text
9 W20-5R
LOCATION Width in
Height in
Area
PANEL SIZE
Corner
Radii
Border
Width Width
Margin Numbers Upper
Case Case
Lower
Series
Color
Combination RemarksQuantity
Total Area in
TEXT SIZE
See note 2 See note 3
Orange on
Black sqft ininin inin sqft
48 48 16
48 24
48 48 16 See note 2
See note 2
See note 3
See note 3
48 48 See note 2 See note 3
Orange on
Black
NOTES:
Traffic Control Devices" (MUTCD) and the MUTCD’s latest edition of "Standard Highway Signs".
3. Construct and erect all signs in accordance with the latest edition of the "Manual on Uniform
2. Actual locations of the signs are as shown in the Construction Traffic Control Plans and Location Map or as directed by the CO.
CLOSED
AHEAD
RIGHT LANE
R9-10 See note 2 See note 3
48 24 8
White on
Black
SIDEWALK CLOSED
USE OTHER SIDE
W4-2R
W4-2L
Mount on type III barricade
SUBTOTAL 19 254
Use at time and location as per the CO
48 48 16 See note 2 See note 3
LANES
UNEVEN
W8-11
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
R11-2
ROAD
CLOSED
CENTER
LANE
CLOSED
AHEAD
W9-3
W12-1
See note 2 See note 3
See note 2 See note 3 48 30 10
White on
Black
4. Backfill post holes with topsoil upon removal of signs.
1. Install sign post supports according to Detail E635-01.
WORK
AHEAD
ROAD
W20-5L
W20-1
48 48
See note 2
See note 2
See note 2 See note 3
See note 3
See note 3
WORK
1000 FT
ROAD
W20-1 16
-D e c -2
M1 1:
M
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D c -n a m a (5 s ig n c .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NC DC
REG STATE PROJECT SHEET NO.
C3
NPS NO.
NO.
PMIS
100016
SCHEDULE
CONSTRUCTION SIGNS
PRA-NAMA 502(5)
106126
Text
No.No.
Sign Sign Text
LOCATION Width in
Height in
Area
PANEL SIZE
Corner
Radii
Border
Width Width
Margin Numbers Upper
Case Case
Lower
Series
Color
Combination RemarksQuantity
Total Area in
TEXT SIZE
sqft ininin inin sqft
48 48
TOTAL
NOTES:
CLOSED
AHEAD
LEFT LANE
(mod)
W20-5R
STEEL
PLATES
AHEAD
90 44 See note 2
Special 27.50 1 6 6 - C6.5 1.25
AHEAD
UNDER CONSTRUCTION
KUTZ BRIDGE
SUBTOTAL 19
ROUNDED TOTAL 38 615
WORK
1/2 MILE
ROAD
W20-1
See note 2 See note 3
3 48
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
4 64
15 5
137.50
361.50
615.50
Traffic Control Devices" (MUTCD) and the MUTCD’s latest edition of "Standard Highway Signs".
3. Construct and erect all signs in accordance with the latest edition of the "Manual on Uniform
2. Actual locations of the signs are as shown in the Construction Traffic Control Plans and Location Map or as directed by the CO.
4. Backfill post holes with topsoil upon removal of signs.
1. Install sign post supports according to Detail E635-01.
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D d 1-n a m a (5 p la n .d g n
:2
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
D1
PLAN
AVENUE
XX
STA. 18+25
END MILL & OVERLAY
END PROJECT
TIDAL BASIN
TIDAL BASIN
i n in
KUTZ BRIDGE
SCALE IN FEET
INDEPENDENCE
STA. 8+78
BEGIN MILL & OVERLAY
BEGIN PROJECT
MH
MHD
I
I
18 in in in in in a b a n d o n P d in a b a n d o n P d i n
3.
2.
1.Notes:
Replace expansion joint (typical)
(northside only) granite curb replace with concrete curb, Remove existing pedestrian rail
Paint to match traffic rail (typical)
Remove and replace curb face of
Proposed
(typical) rail to remain
Existing pedestrian
(northside only) granite curb replace with concrete curb, Remove existing curb
Concrete
Existing curb
Granite
Existing
(See notes 4 and 5)
(Southside only) installation at inlet curb removal, and curb
Limit of sidewalk widening, curb
Concrete
Existing curb
Concrete
Existing
("x" represents cracked panels) portland cement concrete sidewalk panels
Replace five 4’ x 4’ reinforced curb
Granite
Existing
(See notes 4 and 5)
(Southside only) installation at inlet curb removal, and curb
Limit of sidewalk widening, curb
Granite
Existing
(See note 3) erosion area
NE wingwall
Repair
74’-4"123’-6"127’-0"127’-0"127’-0"123’-6"74’-4"
2 1/2 " depth, minimum crosshatched area
Mill & overlay
(See Subsection 615.04) southside sidewalk
Power wash the existing curb
Concrete
Existing curb
Granite
Existing
SCALE IN FEET
0 25 50
.6
.3
.3
.6
DETAIL A
DETAIL A
DETAIL B
DETAIL B
disturbed areas as shown in the plans.
Topsoil and provide turf establishment for all
6.
5.
4.
7.
See WINGWALL EROSION REPAIR PLAN.
centerline. See TYPICAL SECTION sheets.
is centered about the proposed
Place asphalt to ensure that the crown south sidewalk open at all times.
Keep either the north sidewalk or
See Subsection 636.06 for lighting work.
inlet to 10+00 and from 17+76.67 to inlet.
and for sidewalk / curb details from
See Detail E615-A for sidewalk panels structure for granite curb detail from 10+00 to 17+76.67.
See CURB DETAILS sheet in the bridge plans
Install LED luminaires to replace old luminaires.
Replace wiring inside each of the 16 light posts (typical).
existing green color (typical).
Paint light posts to match
(remove and reset existing sign, no pay) portland cement concrete sidewalk panels
Replace two approximately 5’ x 9’ reinforced
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D e 1-n a m a (5 p la n .d g n
:1
-D e c -2
NOTES:
SECTION A-A SECTION B-B
N o r th e a s t w in g w a ll
K u tz B r id g e
Seawall
Footing
Top of seawall
Install turf establishment
Topsoil, 6" depth
Geotextile type III-B, top layer
Existing ground
2’ bottom layer
Geotextile type III-B, Endwall
Footing
Footing
S e a w a ll
Northeast wingwall (Kutz Bridge)
1’
Top of seawall
Install turf establishment
Topsoil, 6" depth
Geotextile type III-B, top layer
2’ bottom layer
Geotextile type III-B, Existing ground between geotextile layers
AASHTO M 43 no.57 gradation stone bottom layer geotextile type III-B, Vertical limit of bottom layer geotextile type III-B, Vertical limit of bottom layer geotextile type III-B, Vertical limit of
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
REPAIR PLAN
WINGWALL EROSION
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126 E1
A
A
B
B Eroded area
Water (Tidal Basin)
S e a w a ll
Northea st wing wall (Ku tz Brid ge)
Indepe ndence
Avenu e East bound
See note 1
PLAN
’61
Limit of eroded area
Silt fence
N
E n d w a ll
15’
Grassed area and no. 57 stone.
Limit of geotextile type III-B for equipment access.
Limit of hatched clearing area
Edge of sidewalk stone between geotextile layers
AASHTO M 43 no.57 gradation6 m in im u m
3.
2.
1.
SCALE IN FEET
2.50 5 disturbed areas outside the labeled eroded area.
of topsoil and turf establishment on all the limits of the labeled eroded area. Install 4"
Install 6" of topsoil and turf establishment within topsoil, and turf establishment.
install geotextile type III-B, 57 stone, filtration bags (see Subsection 157.06) and is complete, pump out standing water using
After repointing work described in note 1 seawall and wingwall on the Tidal Basin side.
Repoint the stone masonry gap between the
(See Subsection 202.09) and row of shrubs
Remove trees
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
CONTROL NARRATIVE
EROSION & SEDIMENT
M1DC PRA-NAMA 502(5)NC100016
106126
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
construction limits.
does not leave the project site. Perimeter controls include silt fence and other specified measures outside the
Prior to any clearing, grubbing, or excavation, construct perimeter controls to ensure that disturbed sediment
Phase I Establish Perimeter Controls
Sequence of Construction
Direct storm water to vegetated buffer areas and do not discharge directly into surface waters.
measures.
Do not allow any construction equipment to operate on or access the down-slope side of the perimeter control
Do not allow construction vehicles to track sediment outside the project limits.
No construction access will be permitted through a wetland or waterway.
Officer (CO).
Do not modify the type, size, or location of any control or practice without prior approval from the Contracting
Contract Requirements.
for Construction of Roads and Bridges on Federal Highway Projects, FP-03 (U.S. Customary Units), and the Special measures consist of soil erosion control measures which are also defined and outlined in the Standard Specifications sedimentation of rivers, streams, and impoundments such as lakes, reservoirs, bays, and coastal waters. The
The work consists of applying measures throughout the life of the project to control erosion and to minimize the
The Erosion & Sediment Control Narrative is meant as a guideline for preventing erosion and controlling sediment.
General Guidelines
Response Center at 1-800-424-8802.
requirements under 40 CFR 112. Report spills large enough to discharge to surface waters to the National
Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the material according to Federal, State, and local regulations.
waste materials. Do not dispose of hazardous water materials into the on-site dumpsters. Dispose of
Store all hazardous waste materials in appropriate and clearly marked containers away from other non-battery fluid. If feasible, conduct these activities in a covered area to avoid contact with storm water.
maintenance could generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and
Hazardous waste will not be generated from normal construction activities. Equipment fueling and containers. Collect and store all waste in dumpsters, or in metal or plastic drums, as appropriate.
Solid waste generated from the project will consist of construction debris, garbage, and empty prevent contamination from fuels, lubricants, hydraulic fluids, or other toxic materials.
Inspect and maintain on a regular basis, all mechanized equipment used in or near surface water to
Waste, garbage, sanitary waste
Soaps, solvents used for vehicle washing
Fuels, oils, equipment-related compounds
Wash-water from concrete, paint, curing compounds, and other construction materials
The following discharges are prohibited:
Prohibited Discharges
The Runoff Coefficient prior to construction is 0.15. The Runoff Coefficient after construction will be 0.15.
No new impervious surface will be created by the reconstructed roadway.
The total disturbed area for the project is approximately 0.015 acres. The receiving water is Potomac River (Tidal Basin).
and backfilling an eroded area at the intersection of the bridge’s northeast wingwall and the Tidal Basin seawall.
Soil disturbing activities include tree removal, grading, and embankment installation relating to getting access to
This project consists of the rehabilitation of Kutz Bridge.
Project Description
Record the inspection date and summary of findings within 24 hours of completing a site inspection.
their rated capacity.
and for capacity. Immediately cease pumping and replace damaged filter bags, or bags that have reached
Filter bags - check the filter bags daily during dewatering operations for punctures, tears, or other damage, it becomes 0.5 feet deep at the fence.
becomes damaged, repair or replace as necessary. Remove sediment from behind the silt fence when
Silt fence - inspect for buildup of excess sediment, undercutting, sags, and other failures. If the fabric end of the day.
0.25 inches or more, and daily during wet weather. Repair or replace any damaged measures by the
Check and maintain erosion control measures once every 7 days and within 24 hours after a rain of according to Section 157, the details shown in the plans, and the individual permitting requirements.
Unless stated otherwise, construct and maintain all vegetated and structural erosion control practices
Maintenance and Inspection Procedures
Remove all other perimeter controls when directed by the CO.
Remove silt fence only after all upslope areas are stabilized and vegetation is well established.
Remove all devices used for dewatering.
Inspect, clean, and repair all culvert outlet protection, riprap basins, and stabilized channels.
where vegetation has not established.
Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas
Finish grading, place riprap, and apply permanent turf establishment to any remaining disturbed areas.
After completion of roadway construction, do the following as directed by the CO:
Phase III Final Construction / Stabilization areas.
Provide watering for dust control within the construction limits, on active haul roads, and in pits and staging stockpiles remaining in place longer than 14 days within 7 days of stockpiling.
Provide silt fence around all stockpiled excavated roadway material. Apply temporary turf establishment to culverts.
and are stabilized (with vegetation, riprap, or pavement) before routing drainage through completed
Upon completion of culverts, ensure that culvert entrances, outlets, and outlet channels are at final grade
Install inlet protection prior to diverting water through inlets.
runoff.
At the end of each day�s grading operations, shape earthwork to minimize and control erosion from storm within 7 days. Apply permanent turf establishment to the finished slopes according to Section 624 and 625.
Apply temporary turf establishment in disturbed areas that will remain exposed for over 14 calendar days roadway.
culverts as called out in the Erosion and Sediment Control plans. Install filter berms in ditches along the
Apply intermediate controls during rough grading operations. Install silt fence in areas surrounding the
Phase II Intermediate Controls
NPS NO.
NO.
PMIS
SEQUENCE OF CONSTRUCTION
GENERAL NOTES AND
TRAFFIC CONTROL PLAN
N1
1.
2.
TRAFFIC CONTROL GENERAL NOTES SEQUENCE OF ROADWAY CONSTRUCTION
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D n 1-n a m a (5 tc p .d g n
:4
-D e c -2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
3.
11)Set up containment system under bridge
10)Masonry repointing and repair
9) Asphalt overlay of work area
8) Lighting (remove lampposts, paint lampposts, reset lampposts, south side only)
7) Sand blasting and painting of underneath bridge structure
6) Extend south side sidewalk
5) Traffic rail (remove, replace, and paint south rail only)
4) Deck work (spot repair, waterproofing membrane, joint repair)
3) Remove existing curb and replace with granite curb (south side only)
2) Mill work area to expose deck
1) Power wash existing south sidewalk
Perform the following tasks, or portions of the following tasks, requiring a south lane closure:
North and center lanes open.
STAGE 4:
3) Asphalt overlay of work area
2) Deck work (spot repair, waterproofing membrane, joint repair)
1) Mill work area to expose deck
Perform the following tasks, or portions of the following tasks, requiring a center lane closure:
North and south lanes open.
STAGE 3:
10)Set up containment system under bridge
9) Masonry repointing and repair
8) Asphalt overlay of work area
7) Lighting (remove lampposts, paint lampposts, reset lampposts, north side only)
6) Sand blasting and painting of underneath bridge structure
5) Remove concrete curb and replace with granite curb (north side only)
4) Traffic rail (remove, replace, and paint north rail only)
3) Deck work (spot repair, waterproofing membrane, joint repair)
2) Mill work area to expose deck
1) Temporary striping
Perform the following tasks, or portions of the following tasks, requiring a north lane closure:
Center and south lanes open.
STAGE 2:
5) Set up containment system under bridge
4) Power wash existing south sidewalk
3) Lighting work (rewiring)
2) Northeast wingwall erosion repair
1) Masonry repointing and repair
Perform the following tasks, or portions of the following tasks, with lane closures during non-rush hours:
North, center, and south lanes open.
STAGE 1:
Construct the following using the Construction Traffic Control and Signing sheets within the plans:
and on weekends from 8:00pm Friday to 6:00am Monday.
on weeknights from 8:00pm to 6:00am Monday through Friday
At any stage of construction, two lane closures are permitted
Friday. Do not set up or remove traffic control devices during the rush hours.
during the rush hours of 6:00am to 9:30am and 3:30pm to 7:00pm Monday through
After this nine week period, one lane closures of any lane are permitted except maximum of three weeks per lane between June 1, 2014 and September 1, 2014.
is permitted for 7 days a week, 24 hours per day, per each lane, for a
For each of the three lane closures (stages 2, 3, and 4), the one lane closure
For days that work is not permitted, see Subsection 108.01.
4.
7.
8.
The CO will approve the final location and spacing of traffic control devices.
6.
each stage, as directed by the CO.
Cover or remove all conflicting signs and remove all conflicting striping for be left overnight with "UNEVEN LANES" warning signs.
day. Elevation differences up to 1‰", or up to 3" with a 1:3 fillet, may
Wherever practical, construct adjacent traffic lanes to the same elevation each contractors working in the vicinity, and make adjustments as necessary.
Coordinate traffic control signing and devices as needed with all other
5.
message signs.
The CO will determine the final locations and messages of the portable changeable to traffic before the concrete has developed the minimum required strength.
Use steel plates to cover full-depth bridge deck patches which must be opened
9.
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D n 1-n a m a (5 tc p .d g n
:3
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
N2 i n in
PLAN
SECTION
Work area
N Notes:
Work area
5’ 6 3/4"
Monument
Washington
SIDEWALK
NORTH
Memorial
Jefferson
SIDEWALK
SOUTH
See note 2
Travel lane
11’ 4"
North
Travel lane
11’ 4"
Center
Travel lane
11’ 4"
South
3.
2.
1.
SCALE IN FEET
0 50 100
2.5 50
SCALE IN FEET
NON-ROADWAY WORK
TRAFFIC CONTROL
CONSTRUCTION
Keep either the north sidewalk or south sidewalk open at all times.
and close south sidewalk.
sidewalk work area, open the north sidewalk to pedestrian traffic
The work area is shown as the width of the north sidewalk. For a south
CONSTRUCTION sheet for work performed during this stage.
See the TRAFFIC CONTROL PLAN GENERAL NOTES AND SEQUENCE OF
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D n 1-n a m a (5 tc p .d g n
:3
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
N3 i n in
PLAN
SECTION
Work area
N Notes:
2.
1.
2’
Work area
5’ 6 3/4"
Monument
Washington
SIDEWALK
NORTH
Memorial
Jefferson
SIDEWALK
SOUTH
1’
10’ 0"
Travel lane
9’ 6"
Center
Travel lane
9’ 6"
South
Mill and overlay
Work area
12’
North a b a n d o n P d in a b a n d o n P d i n
SCALE IN FEET
0 50 100
2.5 50
SCALE IN FEET
NORTH LANE WORK
STAGES 1 and 2
TRAFFIC CONTROL
CONSTRUCTION
WORK sheet for signage and drum locations.
See CONSTRUCTION TRAFFIC SIGNING STAGES 1 AND 2 NORTH LANE
CONSTRUCTION sheet for work performed during this stage.
See the TRAFFIC CONTROL PLAN GENERAL NOTES AND SEQUENCE OF
Install temporary tape
Remove existing white dashed line
Install temporary tape
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D n 1-n a m a (5 tc p .d g n
:3
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
N4 i n in
PLAN
SECTION
Work area
N Notes:
2’
Monument
Washington
SIDEWALK
NORTH
Memorial
Jefferson
SIDEWALK
SOUTH
2’
0’ 6" 0’ 6"
Travel lane
9’ 6"
North
Mill and overlay
Work area
10’
Center
Travel lane
9’ 6"
South
CENTER LANE WORK
STAGE 3
TRAFFIC CONTROL
CONSTRUCTION
b a n d o n P d in a b a n d o n P d i n
SCALE IN FEET
0 50 100
2.5 50
SCALE IN FEET
2.
1.
WORK sheet for signage and drum locations.
See CONSTRUCTION TRAFFIC SIGNING STAGE 3 CENTER LANE
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D n 1-n a m a (5 tc p .d g n
:3
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
N5 i n in
PLAN
SECTION
Work areas
N
Work Area
9’ 8"
Notes:
2’
Monument
Washington
SIDEWALK
NORTH
Memorial
Jefferson
SIDEWALK
SOUTH
1’
Travel lane
10’ 0"
North
Travel lane
9’ 0"
Center
Mill and overlay
Work Area
8’
South b a n d o n P d in a b a n d o n P d i n
SCALE IN FEET
0 50 100
2.5 5
SCALE IN FEET
SOUTH LANE WORK
STAGES 1 and 4
TRAFFIC CONTROL
CONSTRUCTION
2.
1.
WORK sheet for signage and drum locations.
See CONSTRUCTION TRAFFIC SIGNING STAGES 1 AND 4 SOUTH LANE
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D n 1-n a m a (5 tc p .d g n
:3
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
N
M A
T C
H L
IN
E
M A
T C
H L
IN
E
INDEPENDENCE AVENUE EASTBOUND
Notes:
INDEPENDENCE AVENUE EASTBOUND
barricade type III
Mounted on
R9-10 barricade type III
Mounted on
R9-10
ROAD WORK
END
G20-2
ROAD WORK
END
G20-2
SIDEWALK CLOSED
USE OTHER SIDE USE OTHER SIDE
SIDEWALK CLOSED
SCALE IN FEET
0 50 100 barricade type III
Mounted on
R9-10
USE OTHER SIDE
SIDEWALK CLOSED
barricade type III
Mounted on
R9-10
SIDEWALK CLOSED
USE OTHER SIDE
NON-ROADWAY WORK
STAGE 1
TRAFFIC SIGNING
CONSTRUCTION
N6
(see note 3)
Work area
(see note 3)
Work area
4.
3.
2.
1.
AREA
STAGING
pedestrian guidance if necessary.
Use snow fence as directed by the CO for additional sidewalk or the south sidewalk open at all times.
Work on one side at a time. Keep either the north
Changeable Message Signs.
See the LOCATION MAP sheet for locations of Portable
Cover all signs when not in use.
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D n 1-n a m a (5 tc p .d g n
:3
:5
A
M 1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
N7
N
WORK
AHEAD
ROAD
LANE
CLOSED
AHEAD
LEFT
LANE
CLOSED
AHEAD
LEFT
W4-2
200’
200’
W20-5L
200’
W20-1
W20-5L
INDEPENDENCE AVENUE EASTBOUND
Notes:
Taper
50’ placed between oncoming traffic and workers
Truck-mounted attenuator with flashing arrow
Taper 200’
INDEPENDENCE AVENUE EASTBOUND
Work area
M A
T C
H L
IN
E
M A
T C
H L
IN
E
ROAD WORK
END
G20-2
ROAD WORK
END
G20-2
(typical)
25’ spacing
Drums
(See note 1)
(typical)
25’ spacing
Drums
(typical) striping
Existing
(typical) striping
Existing panel
Arrow panel
Arrow
SIDEWALK CLOSED
USE OTHER SIDE USE OTHER SIDE
SIDEWALK CLOSED
ROAD
CLOSED
(see note 4) barricade type III
Mounted on
R11-2
.2 white dashed
Install final tape temporary
Install dashed white existing
Remove
5.
4.
3.
1.
0’
LANE
CLOSED
AHEAD
LEFT
(see note 4)
Portable
W20-5L
(see note 5) barricade type III
Mounted on
R9-10
(see note 5) barricade type III
Mounted on
R9-10
SCALE IN FEET
0 50 100
NORTH LANE WORK
STAGES 1 and 2
TRAFFIC SIGNING
CONSTRUCTION
AREA
STAGING
pedestrian guidance if necessary.
Use snow fence as directed by the CO for additional from 8+78 to 9+50.
For temporary use while milling and overlaying
Changeable Message Signs.
See the LOCATION MAP sheet for locations of Portable
Cover all signs when not in use.
for nighttime operations.
drums parallel to the work area (25’ spacing)
Place Type C Steady-Burn warning lights on
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D n 1-n a m a (5 tc p .d g n
:3
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
N8 N
WORK
AHEAD
ROAD
LANE
CLOSED
AHEAD
LEFT
W4-2
100’
300’
W20-5L
200’
W20-1
W12-1
INDEPENDENCE AVENUE EASTBOUND
placed between oncoming traffic and workers
Truck-mounted attenuator with flashing arrow
Taper 100’
INDEPENDENCE AVENUE EASTBOUND
Work area
M A
T C
H L
IN
E
M A
T C
H L
IN
E
ROAD WORK
END
G20-2
ROAD WORK
END
G20-2
(See note 1)
(typical)
25’ spacing
Drums
(typical) striping
Existing
(typical) striping
Existing panel
Arrow
ROAD
CLOSED
(see note 4) barricade type III
Mounted on
R11-2
.2 white dashed
Install final
CENTER LANE WORK
STAGE 3
TRAFFIC SIGNING
CONSTRUCTION
0’
LANE
CLOSED
AHEAD
LEFT
(see note 4)
Portable
W20-5L
SCALE IN FEET
0 50 100
W12-1
CENTER
LANE
CLOSED
AHEAD
W9-3
100’
5.
4.
3.
2.
1.
Notes:
panel
Arrow
CENTER
LANE
CLOSED
AHEAD
W9-3
200’ 200’
200’ Taper
(See note 1)
(typical)
25’ spacing
Drums from 8+78 to 9+50.
For temporary use while milling and overlaying
Changeable Message Signs.
See the LOCATION MAP sheet for locations of Portable
Cover all signs when not in use.
for nighttime operations.
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D n 1-n a m a (5 tc p .d g n
:3
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
N9
N
WORK
AHEAD
ROAD
RIGHT
LANE
CLOSED
AHEAD
RIGHT
LANE
CLOSED
AHEAD
ROAD WORK
END
M A
T C
H L
IN
E
W4-2 W20-5R
W20-1
W20-5R
M A
T C
H L
IN
E
G20-2
0 2
INDEPENDENCE AVENUE EASTBOUND
228’
200’200’
106126
Notes:
4.
3.
2.
1.
Work area placed between oncoming traffic and workers
Truck-mounted attenuator with flashing arrow
ROAD WORK
END
G20-2
(typical)
25’ spacing
Drums
(See note 1)
(typical)
25’ spacing
Drums
(typical) striping
Existing
(typical) striping
Existing curb face of
Proposed panel
Arrow panel
Arrow
INDEPENDENCE AVENUE EASTBOUND
USE OTHER SIDE
SIDEWALK CLOSED
SIDEWALK CLOSED
USE OTHER SIDE
200’ Taper
(see note 4) barricade type III
Mounted on
R9-10
(see note 4) barricade type III
Mounted on
R9-10
SCALE IN FEET
0 50 100
SOUTH LANE WORK
STAGES 1 and 4
TRAFFIC SIGNING
CONSTRUCTION
Changeable Message Signs.
See the LOCATION MAP sheet for locations of Portable
Cover all signs when not in use.
for nighttime operations.
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D p 1-n a m a (5 s s p .d g n
:3
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
(KUTZ BRIDGE)
NATIONAL MALL AND MEMORIAL PARKS
P1
N
PLAN
PERMANENT STRIPING
i n in
Notes:
(at existing stop bar)
STA. 18+13.25
STRIPING
END PERMANENT
curb face of
Proposed
See note 3
TIDAL BASIN
TIDAL BASIN
white
4" Solid c-c 10’-6" c-c 10’-2" c-c 11’-0" c-c 10’-8"
SCALE IN FEET
0 25 50
STA. 9+60
STRIPING
BEGIN PERMANENT
See note 2 white (typical)
4" Broken
(10+74.33) joint expansion
Existing
10’-0" center of stripe to face of curb
10’-0" center of stripe to center of stripe
10’-0" center of stripe to face of curb c-c
10’-9" c-c
10’-6" c-c
10’-3"
10’
30’
Use temporary tape for all temporary striping.
Restripe the existing stop bar.
expansion joint to the proposed 11’-0" wide lanes at the 18+13.25 stop bar.
Transition striping from the proposed 10’-0" wide lanes at the 17+02.33 to the proposed 10’-0" wide lanes at the 10+74.33 expansion joint.
Transition striping from the proposed 10’-9" wide lanes at 9+60 to installing final permanent striping.
Obtain the CO’s approval for the location of all striping prior
Match existing striping locations.
4.
3.
2.
1.
limit (8+78)
Mill / Overlay (17+02.33) joint expansion
Existing limit (18+25)
Mill / Overlay
E157-01
U.S. CUSTOMARY DETAIL
DETAIL
50 ft (m in.)
NOTES:
ENTRANCE
STABILIZED CONSTRUCTION
Exis ting Ro adway shoulder
Existing
Work area boundary
2.
1.
NO SCALE
(if required) pipe culvert
Temporary 18" the aggregate base.
the entire area prior to placing
Place Geotextile, Type IIB, over drainage ditches.
where entrance crosses existing
Install temporary 18" pipe culverts entrance when required.
Construct drainage ditches along
APPROVED : MAY 2011
DETAIL APPROVED FOR USE
(6" minimum depth)
AASHTO M-43, size #3 ft ( min
S1
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D S td -D e t\ s t1 1_ d e ta il .d g n
:3
:0
A
M 1-
O c t-
REG STATE PROJECT SHEET NO.
DC PRA-NAMA 502(5)NC
NPS NO.
NO.
PMIS
100016
106126
U.S. DEPARTMENT OF TRANSPORTATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
Gravel base material o e o f s lo p e
SILT FENCE INSTALLATION AT TOE OF FILL
SILT FENCE INSTALLATION IN A DRAINAGE DITCH
Flow
Section A Section B
ELEVATION
JOINING TWO ADJACENT SILT FENCE SECTIONS
PLAN
ELEVATION
Section A
Section B
Flow
Varies
Varies
PLAN
(undisturbed)
Existing ground
Geotextile fabric
14"
Fi ll sl op e
Limits of clearing
Flow
Flow
Staple Posts
Staple
Flow around the end of the silt fence to prevent water from flowing
Provide sufficient length
(See note 2)
26" long post (max.)
(m in
NOTES:
Spacing 4’ (max.)
6" (max.)
Staple spacing m a x Im u m
S p a c in g into ground (min.)
Post driven 6" ground (min.)
Post 20" above
NON INTRUSIVE
SILT FENCE
4.
3.
2.
1.
drip line.
defined as 10’ beyond an indfividual tree’s
Avoid digging in the tree root zone which is information for installation procedures.
are satisfied. Follow manufacture’s will be allowed as long as specified minimums
Alternate pre-assembled silt fence options
Control Plan.
conditions only when specified on Erosion
Use drainage ditch installation for low flow feet and inches.
Unless otherwise shown, dimensions are in
Gravel base material
T o e o f s lo p e
SILT FENCE INSTALLATION AT TOE OF FILL
SILT FENCE INSTALLATION IN A DRAINAGE DITCH
Flow
Section A Section B
ELEVATION
JOINING TWO ADJACENT SILT FENCE SECTIONS
PLAN
ELEVATION
Section A
Section B
Flow
Varies
Varies
PLAN
(undisturbed)
Existing ground
Geotextile fabric
14"
Fi ll sl op e
Limits of clearing
Flow
Flow
Staple Posts
Staple
Flow around the end of the silt fence to prevent water from flowing
Provide sufficient length
(See note 2)
26" long post (max.)
(m in
NOTES:
Spacing 4’ (max.)
6" (max.)
Staple spacing m a x Im u m
S p a c in g into ground (min.)
Post driven 6" ground (min.)
Post 20" above
NON INTRUSIVE
SILT FENCE
4.
3.
2.
1.
drip line.
defined as 10’ beyond an indfividual tree’s
Avoid digging in the tree root zone which is information for installation procedures.
are satisfied. Follow manufacture’s will be allowed as long as specified minimums
Alternate pre-assembled silt fence options
Control Plan.
conditions only when specified on Erosion
Use drainage ditch installation for low flow feet and inches.
Unless otherwise shown, dimensions are in
S2
M
P R
O J E
C T
S n a m a (5 p r o j d e v C
A D
D S td -D e t\ s t1 tr e n c h le s s .d g n
:3
1-
O c t-
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT SHEET NO.
NPS
NO.NO.
PMIS
DC
DETAIL
U.S. CUSTOMARY DETAIL
E157-02
DETAIL APPROVED FOR USE
NO SCALE
REVISED:
100016 802
106126
NC PRA-NAMA 502(5)
Clamp
Clamp
Pump
Intake hose straps
Heavy duty lifting metal clamps and securely fastened with specified by manufacturer
Hose to be inserted as
Clamp
Clamp
Pump Intake hose
AREA
VEGETATED
WELL
AREA
VEGETATED
WELL
AREA
VEGETATED
WELL
AREA
VEGETATED
WELL
FLOW
TOP VIEW
SIDE VIEW
area
Well vegetated
Sewn in spout…
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 .