Plans.pdf
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- Solicitation number
- DTFH71-10-B-00019
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| FP03_Eng .pdf | ||
| FP03 Errata.pdf | ||
| Pavement_Rpt.pdf | ||
| ARRA Sign Pictographs.pdf | ||
| ARRA Sign Placement Guidance.pdf | ||
| ADV_Bidder's Qualifications Form.doc | DOC document | |
| PRA-GWMP 200(1) 936(1) - Solicitation.pdf | ||
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U.S. DEPARTMENT OF THE INTERIOR
m p ro je c ts
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\2
(1
(1 p ro j_ d e v
\c a d d \A
-g w m p
(1 tt l.
d g n
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P
M /3
/2
A1
A2
A3
A4
D1-D3
Title Sheet
Symbols And Abbreviations
Location Map
SHEET
NO
DESCRIPTION
INDEX TO SHEETS
PLANS FOR PROPOSED
PLANS PREPARED BY
REG STATE PROJECT
SHEET
NO.
TOTAL
SHEETS
NC VA A1 71
NATIONAL PARK SERVICE
NPS
NO.
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
42004
DESCRIPTION OF PROJECT
IMPROVEMENT:
PROJECT LENGTH: 0.46 Miles
ROAD:
WIDTH TYPE
SURFACE:
BASE
ROADBED
22’ +
22’ +
ADT (2009)
ADT (2029)
%Truck
D
V (MPH)
50/50
SPECIFICATIONS:
"Standard Specifications for Construction of
Roads and Bridges on Federal Highway Projects", FP-03 U.S.Customary Units.
DESIGN DESIGNATION:
22’ +/-e(max)
C/A None
Project Manager Lead Designer
GEORGE WASHINGTON
MEMORIAL PARKWAY
CITY OF ALEXANDRIA, VIRGINIA
0 4040
SCALE IN MILES
Richmond
Arlington
Charlottesville
Front
Royal
KEY MAP
STATE OF VIRGINIA
N
PROJECT
PRA-GWMP 200(1),936(1)
ALT
HAGERSTOWN
MARTINSBURG
THURMONT
FREDERICK
PURCELLVILLE
LEESBURG
RESTON
ROCKVILLE
GERMANTOWN
WASHINGTON
BALTIMORE
CHANTILLY
STERLING
MIDDLEBURG
HALFWAY
WAYNESBORO
RANDALLSTOWN
340230
SHARPSBURG
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
81 INTERSTATE
INTERSTATE
BOONSBORO
M A
R Y L
A N
D
INTERSTATE
INTERSTATE
MARYLAND
PENNSYLVANIA
N
BETHESDA
C H
E S
A P
E A
K E
B A
Y
SCALE IN MILES
0 10 20
W . V
A
VIRGINIA
M e m o ria l
GW
P a r k w a y
PROJECT PRA-GWMP 200(1),936(1)
GWMP 200(1),936(1)
Nilesh Makwana
4.7%
SACP
Typical Sections
Sheet Layout Plan
B1-B5
F1-F4
E1
G1 Plan - GMWP Crossover
PROJECT PRA-GWMP 200(1),936(1)
Marina Drive
WIDTH TYPE
22’ +
22’ +
Aggregate Aggregate
22’ to 16’ +/- SACP & Aggregate
Marina Drive
50/50
None
20%
Sand,Gravel Clay
Sand,Gravel Clay
M1 Erosion Control Narrative
S1-S18 Standards And Details
T1-T3 Roadway Cross Sections - Marina Drive
U1-U3
V1-V2
Roadway Cross Sections - Small Parking Lot
Roadway Cross Sections - Maintenance Drive
P1-P5 Permanent Signing And Striping Plans
Tabulation of Quantities
Plan - Small Parking Lot
C1-C2
4% 4%
Jennifer Whelchel
C4-C13
C3 Mileage Tabulation
A5 Survey Information
E2-E3
W1 Roadway Cross Sections - Sidewalk
K1
K2
K3
PMIS
NO.
RIP DATA: Route Name Route ID Cycle
Marina Drive
Small Parking Loop
Parking lots
0200A
0200B
47582
N1 Traffic Control Plan
Mill/overlay of existing parking lots and reconstruction on selected areas. Construction of new Maintenance Drive alignment. Reconstruction of small parking area to improve drainage and connect to boat launch ramp. Paving of existing gravel Maintenance drive. Improvement of existing drainage problems and other work.
Maintenance Drive
Maintenance Drive
Maintenance Drive
RECONSTRUCTION OF MARINA DRIVE; MILL AND OVERLAY
OF LARGE PARKING AREA; NEW ALIGNMENT OF MAINTENANCE DRIVE,
RECONSTRUCTION OF SMALL PARKING LOT; PAVING OF EXISTING
MAINTENANCE DRIVE; AND OTHER WORK
Profiles - Small Parking Lot
Plans And Profiles - Marina Drive
Plans And Profiles - Maintenance Drive
Summaries
NOVEMBER, 2009
Drainage Profile - Small Parking Lot
Drainage Profile - Sidewalk near Small Parking Lot
Drainage Profile - Maintenance Drive
R/W R/W
R/W R/W
P/E C/E
No Symbol
TB or TP
P P or
UD UD
W W
P/E C/E
No Symbol
TB or TP
P P or
UD UD
W 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
DBSF
c
Abutment Abut.
Aggregate aggr.
Ahead AH
Alternate alt.
Average daily traffic ADT
Back BK
Balance point BP
Bearing brg.
Begining beg.
Bench mark BM
Finish fin.
Flange flg.
Footing ftg.
Inside diameter ID
Mainline M.L.
Material matl.
Maximum max.
Mile[Kilometer] post M.P[K.P.]
Minimum min.
Monument mon.
Mechanically stabilized MSE embankment
West W
Design hourly volume DHV
Design speed V
Diagonal diag.
Diameter D, dia., or
Diaphragm diaph.
Distance dist.
Drawing(s) dwg(s), or drwg(s)
Drop Inlet DI
East E
Edge of pavement EP or EOP
Elevation elev.
Elevation with number El. 94.161
[El. 94.16]
Embankment emb.
End section ES
Equation EQ or eq.
Excavation exc.
Expansion joint exp. jt.
Galvanized galv.
Gage(gauge) ga.
Headwall hdwl.
Hexagon hex.
High water HW
Joint jt.
Lamination lam.
Latitude lat.
Left lt., Lt. or LT
Length of curve(simple curve) L
Length of curve Lc
(spiral curve transision)
Length of spiral Ls
Longitudinal(longitude) long.
Low water LW
Original groung OG
Out to out o. to o.
Outside diameter OD
On centers o. c.
Normal crown NC or NCR
North N
Pavement pvmt.
Plate pl.
Point of compound curve PCC
Point of curve PC
Point of curve to spiral PCS or CS
Point of intersection PI
Point of spiral to curve PSC or SC
Point of spiral to reverse SRS spiral
Point of spiral to tangent PST or ST
Point of tangent PT
Point of tangent to spiral PS or TS
Point on curve POC
Point on spiral POS
Point on tangent POT
Radius R
Range R.
Reinforcement (reinforced) reinf.
Required reqd.
Right Rt., rt.or RT
Right-of-way R/W
Roadway Rdwy.
Route Rte.
Section Sec.
South S
Spacing, spaces or spaced spa.
Spiral central angle s
Standard std.
Station Sta.
Stiffener stiff.
Stringer stgr.
Structure struc.
Superelevation rate e
Symmetrical sym.
Tangent distance T
(tangent length)
Tangent distance Ts
(spiral curve transision)
Temporary benchmark TBM
Temporary construction TCE easement
Thread thd.
Township T.
Typical typ.
Vehicle per hour vph
Vertical point of intersection VPI
PAVEMENT REMOVAL/ROADWAY OBLITERATION
LAKE, POND or RESERVOIR; MARSHLAND
SLOPE STAKE
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
CATTLEGUARD
GATE with FENCE
FENCE
MATERIAL SOURCE
NORTH ARROW
wall facewall face
TB or TP or
P/LP/L
MEDIAN & SIDE (CONCRETE) BARRIER
NATIONAL PARK or
FOREST BOUNDARY
116 SECTION LINE
14 SECTION LINE
SECTION LINE
COUNTY BOUNDARY
CITY BOUNDARYCITY BOUNDARY
NATIONAL BOUNDARY
STATE BOUNDARY
TOWNSHIP or RANGE LINE
PROPERTY LINE
BRASS CAP
STEEL PIN
TRAVERSE POINT (Horizontal & Vertical)
Top of Triangle Points North
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
14 SECTION CORNER
116 SECTION
PROPERTY CORNER
PARCEL NUMBER
EASEMENT (Permanent - Construction)
ROUTE NUMBERS
RIGHT-OF-WAY LINE
RIGHT-OF-WAY LINE
with MONUMENT
TOP OF CUT
TOE OF FILL
TRANSITION
SINGLE TRACK
ROADWAY, EXISTING
INTERMITTENT DRAINAGE/ SMALL CREEK
SPRING
LARGE CREEK/RIVER
RAILROAD
TRAIL
MULTIPLE TRACK
N
OVERHEAD(POWER POLE) UTILITIES
P=Electrical for transmission line
E=Electrical for distribution line
T=Telephone, E&T=Joint Electrical and Telephone
FO=Fibre optics
DIVERSION CHANNEL
TEST PIT
B-1
TP-1
SYMBOLS AND
ABBREVIATIONS
A2
PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:
Centerline
Center to center cc, c-c or c. to c.
Centers ctrs.
Clear clr.
Column col.
Connection conn.
Construction joint Constr. jt.
Continuous cont.
Corrugated metal pipe CMP
Culvert culv.
Curve centeral angle
(spiral curve transitions)
Curve total angle
(curve delta or deflection)
GUARDRAIL
ESAL EQUIVALENT SINGLE AXLE LOAD
NMSA
SACP
NOMINAL MAXIMUM SIZE AGGREGATE
SUPERPAVE ASPHALT CONCRETE PAVEMENT
CO CONTRACTING OFFICER
EOP EDGE OF PAVEMENT
EOS EDGE OF SHOULDER
UNDERGROUND UTILITIES
G=gas, O=oil, P=power, SA=sanitary sewer, SS=storm sewer, T=telephone, W=water E=electrical, FM=force main
ADA
ARRA
AMERICAN DISABILITY ACT
AMERICAN RECOVERY AND REINVESTMENT ACT
/1
/2
:1
1:
A M
M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \A
-g w m p (1 s y m
.d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
DBSF
/3
/2
:0
:1
P
M m p ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \c a d d \A
-g w m p (1 lo c .d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
30+00
31+00
32+00
33+00
34+00
40+00
41+00
42+00
43+00
44+00
45+00
46+00
47+00
48+00
49+00
50+00
51+00
52+00
53+00
54+00
60+00 61+00
62+00
63+00
64+00
65+
66+
67+
60+00
61+00
D .C
M
D
N
SCALE IN MILES
0 1 2
A3
495 495
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
MD
VA
LOCATION MAP
Ronald Reagan
Washington
National
Airport
CITY OF
ALEXANDRIA
M o u n t
V e r n o n
T ra il
P O
T O
M A
C R
IV
E
R
ROCK
CREEK
PARK
G e o rg e
W ash in g to n
M em o rial
P a rk w a y
MARYLAND
WASHINGTON
D.C.
VIRGINIA
MARYLAND
U.S.
Capitol
Daingerfield Island
PRA-GWMP 200(1),936(1)
S H
E E
T D
SHEET D2
SHEET D3
SHEET F1
SHEET F2
S H
E E
T F
SHEET F4
S H
E E
T E
SHEET LAYOUT PLAN
NO SCALE
George Washington Memorial Parkway George Washington Memorial Parkway
A4
N
SHEET G1 - TOP
SHEET G1 - B
OTTOM
M a rin a D r
M a rin a D r
Maintenance Dr Large Parking Lot
S m a ll P a rk in g L o t
O ld
M a in te n a n c e D r
N
/2
/2
:0
:1
P
M M
P ro je c ts
\g w m p
\2
(1
(1 p ro j_ d e v
\C A
D D
\A
-g w m p
(1
S h e e t-la y o u t.
d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
10+00
11+00
12+00
13+00
14+
30+00
31+00
32+00
49+00
50+00
60+00
61+00
62+00
63+00
65+00
66+00
67+00
U P
U P
U P
U P
N N
ONE WAY
DO NOT
ENTER
P
N
P
N
STOP
DO NOT
ENTER
P
O N
E W
A Y
N Authorized Personnel
Only
UP
TBAR TBAR
20" TRE
TBAR
TBAR
Boulders
TBAR
A5
SURVEY INFORMATION
Coordinate System : US State Plane 1983(at ground)
Zone : Virginia North 4501
Datum : NAD 1983 (Conus)
Ellipsoid Name : Geodetic Ref System 1980
Geoid Model : GEOID03 (Conus)
/3
/2
:0
:1
P
M m p ro je c ts
\g w m p
\2
(1
(1 p ro j_ d e v
\c a d d \A g w m p
(1 s u rv e y i n fo .d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
ONE WAY
DO NOT
ENTER
P P
STOP
DO NOT
ENTER
P
O N
E W
A Y
Authorized Personnel
Only
UP
TBAR TBAR
20" TRE
TBAR
TBAR
Boulders
TBAR
Coordinate System : US State Plane 1983(at ground)
Zone : Virginia North 4501
Datum : NAD 1983 (Conus)
Ellipsoid Name : Geodetic Ref System 1980
Geoid Model : GEOID03 (Conus)
SHEET 1 OF 5
B1
CL
TYPICAL SECTIONS
/3
/2
:0
:2
P
M m p ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \c a d d \B
-g w m p (1 ty p .d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
SHEET 2 OF 5
B2
BL
TYPICAL SECTIONS
/3
/2
:0
:2
P
M m p ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \c a d d \B
-g w m p (1 ty p .d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
SHEET 3 OF 5
B3
BL
/3
/2
:0
:2
P
M m p ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \c a d d \B
-g w m p (1 ty p .d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
SHEET 4 OF 5
B4 shoulder
TYPICAL SECTIONS
CL BL
shoulder
/3 /2
:0
:3
P
M m p ro je c ts
\g w m p
\2
(1
(1 p ro j_ d e v
\c a d d \B
-g w m p
(1 ty p .d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
B5
SHEET 5 OF 5
/3
/2
:0
:3
P
M m p ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \c a d d \B
-g w m p (1 ty p .d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
TABULATION OF QUANTITIES
C1
SCHEDULE A SCHEDULE A
Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚
‡ PLAN SHEET SECTION -------->>‡ ESTIMATED QUANTITIES ‡
‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ BID ‡
‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ PLAN ‡ SCHEDULE ‡
‡60902-1100‡CURB AND GUTTER, CONCRETE, 13-INCH DEPTH ‡ LNFT ‡ 95 ‡ 100 ‡
‡60915-3000‡WHEELSTOP, RECYCLED PLASTIC ‡ EACH ‡ 26 ‡ 28 ‡
‡61501-0100‡SIDEWALK, CONCRETE ‡ SQYD ‡ 117 ‡ 120 ‡
‡61501-1100‡SIDEWALK, ASPHALT ‡ SQYD ‡ 259 ‡ 270 ‡
‡61502-1000‡DRIVE PAD, CONCRETE ‡ SQYD ‡ 50 ‡ 50 ‡
‡61504-1000‡ACCESSIBILITY RAMP, CONCRETE ‡ SQYD ‡ 30 ‡ 32 ‡
‡61509-0000‡DETECTABLE WARNING PANELS ‡ SQYD ‡ 7 ‡ 7 ‡
‡62403-0000‡FURNISHING AND PLACING TOPSOIL ‡ CUYD ‡ 300 ‡ 310 ‡
‡62502-0000‡TURF ESTABLISHMENT ‡ SQYD ‡ 1448 ‡ 1,520 ‡
‡62701-0000‡SOD, SOLID ‡ SQYD ‡ 1728 ‡ 1,810 ‡
‡63304-0900‡SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING ‡ SQFT ‡ 115 ‡ 130 ‡
‡63316-1000‡REMOVE AND RESET SIGN ‡ EACH ‡ 2 ‡ 2 ‡
‡63401-1500‡PAVEMENT MARKINGS, TYPE H, SOLID ‡ LNFT ‡ 7921 ‡ 8,300 ‡
‡63405-3250‡PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL ‡ EACH ‡ 6 ‡ 6 ‡
‡63502-1300‡TEMPORARY TRAFFIC CONTROL, DRUM ‡ EACH ‡ 39 ‡ 45 ‡
‡63502-1500‡TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A ‡ EACH ‡ 8 ‡ 8 ‡
‡63502-1600‡TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B ‡ EACH ‡ 4 ‡ 4 ‡
‡63503-0300‡TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 ‡ LNFT ‡ 96 ‡ 100 ‡
‡63503-0700‡TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS ‡ LNFT ‡ 9110 ‡ 9,570 ‡
‡63503-0900‡TEMPORARY TRAFFIC CONTROL, SNOW FENCE (TREE ‡ ‡ ‡ ‡
‡ ‡PROTECTION) ‡ LNFT ‡ 60 ‡ 70 ‡
‡63504-1000‡TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN ‡ SQFT ‡ 249 ‡ 270 ‡
‡63506-0500‡TEMPORARY TRAFFIC CONTROL, FLAGGER ‡ HOUR ‡ 320 ‡ 340 ‡
‡63507-0100‡TEMPORARY TRAFFIC CONTROL, ADVANCE WARNING ARROW ‡ ‡ ‡ ‡
‡ ‡PANEL, TYPE A ‡ DAY ‡ 20 ‡ 22 ‡
‡63602-6020‡SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP ‡ EACH ‡ 2 ‡ 2 ‡
‡63701-0000‡FIELD OFFICE ‡ EACH ‡ 1 ‡ 1 ‡
‡64502-0000‡LOCATE UTILITIES ‡ EACH ‡ 5 ‡ 7 ‡
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 ‡ 1259 ‡ 1,300 ‡
‡20101-0000‡CLEARING AND GRUBBING ‡ ACRE ‡ 1.0 ‡ 1.1 ‡
‡20301-0100‡REMOVAL OF BOLLARD ‡ EACH ‡ 121 ‡ 130 ‡
‡20301-2400‡REMOVAL OF SIGN ‡ EACH ‡ 44 ‡ 46 ‡
‡20301-3400‡REMOVAL OF WHEELSTOP ‡ EACH ‡ 53 ‡ 60 ‡
‡20302-0300‡REMOVAL OF CURB AND GUTTER, CONCRETE ‡ LNFT ‡ 95 ‡ 100 ‡
‡20302-2100‡REMOVAL OF PIPE CULVERT ‡ LNFT ‡ 187 ‡ 200 ‡
‡20303-2100‡REMOVAL OF PAVEMENT, ASPHALT, 5-INCH DEPTH ‡ SQYD ‡ 1847 ‡ 1,940 ‡
‡20303-3200‡REMOVAL OF SIDEWALK, CONCRETE ‡ SQYD ‡ 123 ‡ 130 ‡
‡20401-0000‡ROADWAY EXCAVATION ‡ CUYD ‡ 704 ‡ 740 ‡
‡20403-0000‡UNCLASSIFIED BORROW ‡ CUYD ‡ 160 ‡ 170 ‡
‡20425-1000‡DITCH, EXCAVATION ‡ LNFT ‡ 360 ‡ 380 ‡
‡21101-1000‡ROADWAY OBLITERATION, METHOD 1 ‡ SQYD ‡ 860 ‡ 900 ‡
‡30101-4000‡AGGREGATE BASE GRADING C OR D ‡ TON ‡ 1237 ‡ 1,300 ‡
‡30302-1000‡DITCH RECONDITIONING ‡ LNFT ‡ 293 ‡ 310 ‡
‡30306-4000‡PULVERIZING, 8-INCH DEPTH ‡ SQYD ‡ 3674 ‡ 3,860 ‡
‡30502-0700‡AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH ‡ SQYD ‡ 420 ‡ 440 ‡
‡40101-0100‡SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 0.3 MILLION ESAL , TYPE VII ‡ ‡ ‡ ‡
‡ ‡SMOOTHNESS/ROUGHNESS ‡ TON ‡ 956 ‡ 1,000 ‡
‡40101-0900‡SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 0.3 MILLION ESAL , ‡ TON ‡ 859 ‡ 900 ‡
‡40102-0100‡SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 0.3 MILLION ESAL, WEDGE AND LEVELING ‡ ‡ ‡ ‡
‡ ‡COURSE ‡ TON ‡ 12 ‡ 13 ‡
‡41301-0400‡ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH ‡ SQYD ‡ 4934 ‡ 5,200 ‡
‡60201-0400‡12-INCH PIPE CULVERT ‡ LNFT ‡ 220 ‡ 230 ‡
‡60201-0600‡18-INCH PIPE CULVERT ‡ LNFT ‡ 30 ‡ 35 ‡
/1
/2
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A
M M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \C
-g w m p (1 q ty
.d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚
‡ PLAN SHEET SECTION -------->>‡ ESTIMATED QUANTITIES ‡
‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ BID ‡
‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ PLAN ‡ SCHEDULE ‡
‡60902-1100‡CURB AND GUTTER, CONCRETE, 13-INCH DEPTH ‡ LNFT ‡ 95 ‡ 100 ‡
‡60915-3000‡WHEELSTOP, RECYCLED PLASTIC ‡ EACH ‡ 26 ‡ 28 ‡
‡61501-0100‡SIDEWALK, CONCRETE ‡ SQYD ‡ 117 ‡ 120 ‡
‡61501-1100‡SIDEWALK, ASPHALT ‡ SQYD ‡ 259 ‡ 270 ‡
‡61502-1000‡DRIVE PAD, CONCRETE ‡ SQYD ‡ 50 ‡ 50 ‡
‡61504-1000‡ACCESSIBILITY RAMP, CONCRETE ‡ SQYD ‡ 30 ‡ 32 ‡
‡61509-0000‡DETECTABLE WARNING PANELS ‡ SQYD ‡ 7 ‡ 7 ‡
‡62403-0000‡FURNISHING AND PLACING TOPSOIL ‡ CUYD ‡ 300 ‡ 310 ‡
‡62502-0000‡TURF ESTABLISHMENT ‡ SQYD ‡ 1448 ‡ 1,520 ‡
‡62701-0000‡SOD, SOLID ‡ SQYD ‡ 1728 ‡ 1,810 ‡
‡63304-0900‡SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING ‡ SQFT ‡ 115 ‡ 130 ‡
‡63316-1000‡REMOVE AND RESET SIGN ‡ EACH ‡ 2 ‡ 2 ‡
‡63401-1500‡PAVEMENT MARKINGS, TYPE H, SOLID ‡ LNFT ‡ 7921 ‡ 8,300 ‡
‡63405-3250‡PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL ‡ EACH ‡ 6 ‡ 6 ‡
‡63502-1300‡TEMPORARY TRAFFIC CONTROL, DRUM ‡ EACH ‡ 39 ‡ 45 ‡
‡63502-1500‡TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A ‡ EACH ‡ 8 ‡ 8 ‡
‡63502-1600‡TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B ‡ EACH ‡ 4 ‡ 4 ‡
‡63503-0300‡TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 ‡ LNFT ‡ 96 ‡ 100 ‡
‡63503-0700‡TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS ‡ LNFT ‡ 9110 ‡ 9,570 ‡
‡63503-0900‡TEMPORARY TRAFFIC CONTROL, SNOW FENCE (TREE ‡ ‡ ‡ ‡
‡ ‡PROTECTION) ‡ LNFT ‡ 60 ‡ 70 ‡
‡63504-1000‡TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN ‡ SQFT ‡ 249 ‡ 270 ‡
‡63506-0500‡TEMPORARY TRAFFIC CONTROL, FLAGGER ‡ HOUR ‡ 320 ‡ 340 ‡
‡63507-0100‡TEMPORARY TRAFFIC CONTROL, ADVANCE WARNING ARROW ‡ ‡ ‡ ‡
‡ ‡PANEL, TYPE A ‡ DAY ‡ 20 ‡ 22 ‡
‡63602-6020‡SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP ‡ EACH ‡ 2 ‡ 2 ‡
‡63701-0000‡FIELD OFFICE ‡ EACH ‡ 1 ‡ 1 ‡
‡64502-0000‡LOCATE UTILITIES ‡ EACH ‡ 5 ‡ 7 ‡
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 ‡ 1259 ‡ 1,300 ‡
‡20101-0000‡CLEARING AND GRUBBING ‡ ACRE ‡ 1.0 ‡ 1.1 ‡
‡20301-0100‡REMOVAL OF BOLLARD ‡ EACH ‡ 121 ‡ 130 ‡
‡20301-2400‡REMOVAL OF SIGN ‡ EACH ‡ 44 ‡ 46 ‡
‡20301-3400‡REMOVAL OF WHEELSTOP ‡ EACH ‡ 53 ‡ 60 ‡
‡20302-0300‡REMOVAL OF CURB AND GUTTER, CONCRETE ‡ LNFT ‡ 95 ‡ 100 ‡
‡20302-2100‡REMOVAL OF PIPE CULVERT ‡ LNFT ‡ 187 ‡ 200 ‡
‡20303-2100‡REMOVAL OF PAVEMENT, ASPHALT, 5-INCH DEPTH ‡ SQYD ‡ 1847 ‡ 1,940 ‡
‡20303-3200‡REMOVAL OF SIDEWALK, CONCRETE ‡ SQYD ‡ 123 ‡ 130 ‡
‡20401-0000‡ROADWAY EXCAVATION ‡ CUYD ‡ 704 ‡ 740 ‡
‡20403-0000‡UNCLASSIFIED BORROW ‡ CUYD ‡ 160 ‡ 170 ‡
‡20425-1000‡DITCH, EXCAVATION ‡ LNFT ‡ 360 ‡ 380 ‡
‡21101-1000‡ROADWAY OBLITERATION, METHOD 1 ‡ SQYD ‡ 860 ‡ 900 ‡
‡30101-4000‡AGGREGATE BASE GRADING C OR D ‡ TON ‡ 1237 ‡ 1,300 ‡
‡30302-1000‡DITCH RECONDITIONING ‡ LNFT ‡ 293 ‡ 310 ‡
‡30306-4000‡PULVERIZING, 8-INCH DEPTH ‡ SQYD ‡ 3674 ‡ 3,860 ‡
‡30502-0700‡AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH ‡ SQYD ‡ 420 ‡ 440 ‡
‡40101-0100‡SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 0.3 MILLION ESAL , TYPE VII ‡ ‡ ‡ ‡
‡ ‡SMOOTHNESS/ROUGHNESS ‡ TON ‡ 956 ‡ 1,000 ‡
‡40101-0900‡SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 0.3 MILLION ESAL , ‡ TON ‡ 859 ‡ 900 ‡
‡40102-0100‡SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 0.3 MILLION ESAL, WEDGE AND LEVELING ‡ ‡ ‡ ‡
‡ ‡COURSE ‡ TON ‡ 12 ‡ 13 ‡
‡41301-0400‡ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH ‡ SQYD ‡ 4934 ‡ 5,200 ‡
‡60201-0400‡12-INCH PIPE CULVERT ‡ LNFT ‡ 220 ‡ 230 ‡
‡60201-0600‡18-INCH PIPE CULVERT ‡ LNFT ‡ 30 ‡ 35 ‡
TABULATION OF QUANTITIES
SCHEDULE B
C2
Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚
‡ PLAN SHEET SECTION -------->>‡ ESTIMATED QUANTITIES ‡
‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ BID ‡
‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ PLAN ‡ SCHEDULE ‡
‡15201-0000‡CONSTRUCTION SURVEY AND STAKING ‡ LPSM ‡ ALL ‡ ALL ‡
‡15401-0000‡CONTRACTOR TESTING ‡ LPSM ‡ ALL ‡ ALL ‡
‡15705-0100‡SOIL EROSION CONTROL, SILT FENCE ‡ LNFT ‡ 0 ‡ 400 ‡
‡20401-0000‡ROADWAY EXCAVATION ‡ CUYD ‡ 76 ‡ 100 ‡
‡30101-4000‡AGGREGATE BASE GRADING C OR D ‡ TON ‡ 167 ‡ 180 ‡
‡30302-1000‡DITCH RECONDITIONING ‡ LNFT ‡ 690 ‡ 720 ‡
‡40101-0100‡SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 0.3 MILLION ESAL , TYPE VII ‡ ‡ ‡ ‡
‡ ‡SMOOTHNESS/ROUGHNESS ‡ TON ‡ 157 ‡ 160 ‡
‡40101-0900‡SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 0.3 MILLION ESAL ‡ TON ‡ 64 ‡ 67 ‡
‡40102-0100‡SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 0.3 MILLION ESAL, WEDGE AND LEVELING ‡ ‡ ‡ ‡
‡ ‡COURSE ‡ TON ‡ 79 ‡ 80 ‡
‡62403-0000‡FURNISHING AND PLACING TOPSOIL ‡ CUYD ‡ 44 ‡ 50 ‡
‡62502-0000‡TURF ESTABLISHMENT ‡ SQYD ‡ 0 ‡ 250 ‡
‡62701-0000‡SOD, SOLID ‡ SQYD ‡ 0 ‡ 400 ‡
‡64502-0000‡LOCATE UTILITIES ‡ EACH ‡ 4 ‡ 6 ‡
/1
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A
M M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \C
-g w m p (1 q ty
.d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚
‡ PLAN SHEET SECTION -------->>‡ ESTIMATED QUANTITIES ‡
‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ BID ‡
‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ PLAN ‡ SCHEDULE ‡
‡15201-0000‡CONSTRUCTION SURVEY AND STAKING ‡ LPSM ‡ ALL ‡ ALL ‡
‡15401-0000‡CONTRACTOR TESTING ‡ LPSM ‡ ALL ‡ ALL ‡
‡15705-0100‡SOIL EROSION CONTROL, SILT FENCE ‡ LNFT ‡ 0 ‡ 400 ‡
‡20401-0000‡ROADWAY EXCAVATION ‡ CUYD ‡ 76 ‡ 100 ‡
‡30101-4000‡AGGREGATE BASE GRADING C OR D ‡ TON ‡ 167 ‡ 180 ‡
‡30302-1000‡DITCH RECONDITIONING ‡ LNFT ‡ 690 ‡ 720 ‡
‡40101-0100‡SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 0.3 MILLION ESAL , TYPE VII ‡ ‡ ‡ ‡
‡ ‡SMOOTHNESS/ROUGHNESS ‡ TON ‡ 157 ‡ 160 ‡
‡40101-0900‡SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 0.3 MILLION ESAL ‡ TON ‡ 64 ‡ 67 ‡
‡40102-0100‡SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 0.3 MILLION ESAL, WEDGE AND LEVELING ‡ ‡ ‡ ‡
‡ ‡COURSE ‡ TON ‡ 79 ‡ 80 ‡
‡62403-0000‡FURNISHING AND PLACING TOPSOIL ‡ CUYD ‡ 44 ‡ 50 ‡
‡62502-0000‡TURF ESTABLISHMENT ‡ SQYD ‡ 0 ‡ 250 ‡
‡62701-0000‡SOD, SOLID ‡ SQYD ‡ 0 ‡ 400 ‡
‡64502-0000‡LOCATE UTILITIES ‡ EACH ‡ 4 ‡ 6 ‡
C3
MILEAGE TABULATION
/2
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P
M M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \C
-g w m p (1 q ty
.d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
C4
SOIL EROSION CONTROL
SUMMARIES
/2
/2
:2
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P
M M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \C
-g w m p (1 q ty
.d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
C5
CLEARING AND REMOVALS
SUMMARIES
/3
/2
:0
:5
P
M m p ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \c a d d \C
-g w m p (1 q ty
.d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
C6
SHEET 1 OF 2
EARTHWORK AND PAVING
SUMMARIES
/1
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P
M M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \C
-g w m p (1 q ty
.d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
C7
EARTHWORK AND PAVING
SUMMARIES
SHEET 2 OF 21
/1
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P
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P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \C
-g w m p (1 q ty
.d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
C8
DRAINAGE
SUMMARIES
/1
/2
:0
:4
P
M M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \C
-g w m p (1 q ty
.d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
C9
PERMANENT SIGNS
SUMMARIES
SHEET 1 OF 3
/2 /2
:2
:1
A M
M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \C
-g w m p (1 q ty
.d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
C10
SHEET 2 OF 3
/2 /2
:2
:4
A M
M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \C
-g w m p (1 q ty
.d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
C11
SHEET 3 OF 3
/2 /2
:2
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A M
M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \C
-g w m p (1 q ty
.d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
C12
PAVEMENT MARKING
SUMMARIES
/1
/2
:2
:4
P
M M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \C
-g w m p (1 q ty
.d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
C13
CONSTRUCTION SIGNS
SUMMARIES
/2 /2
:4
:3
A
M M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \C
-g w m p (1 q ty
.d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
/3 /2
:1
:2
P
M m p ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \c a d d \D
-g w m p (1 p ln
.d g n
EXC
EMB
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
PLAN & PROFILE
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
10+00 11+00 12+00 13+00
14+00
+50 +50 +50 +50
D1
SCALE IN FEET
0 20 40
N
MARINA DRIVE
Begin Marina Drive 10+00 =
Edge of travel way GWMP
G e o rg e W a s h in g to n M e m o ri a l
P a rk w a y
S m a ll
P a rk in g l o t
Curve = MARINA-1
Curve = MARINA-2
Curve = MARINA-1
PI 10+70.54
= 4%%d 14’ 21" (RT)
R = 400.00’
T = 14.80’
L = 29.60’
D
Curve = MARINA-2
PI 12+27.15
= 18%%d 30’ 39" (LT)
R = 650.00’
T = 105.92’
L = 210.00’
D
Marina Drive
General Note:
1. The locations of the underground utilities shown are approximate and were compiled from information provided by the National Park Service archived plans.
This information may be inaccurate or incomplete.
Verification of the utilities locations should be made prior to digging.
S d
’ 1
" E
N 79%%d 01’ 54" E
N 74%%d 47’ 33" E
S d
’ 4
" E
UDUDUDUD
P O
T
.0
P C
.7
P T
.3
P C
.2
P C
C
.2
P C
.3
33+00
PT 33+19.38
PC 33+38.14
PT 33+67.22
34+00
POT 34+00.28
POT 40+00.00
40+00
PC 40+91.23
41+00
42+00
PT 42+13.90
SF
TBAR
TBAR
.0
V P
I
E L
.3
+1.000%
-2.400%
50’ VC
V P
I
-2.400%
-0.400%
150’ VC
V P
I
.5
-0.400% +0.400%
130’ VC
PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWWWWWWWWWWWWWWWWWWWWPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWWWWWWFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
/3 /2
:1
:3
P
M m p ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \c a d d \D
-g w m p (1 p ln
.d g n
EXC
EMB
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
PLAN & PROFILE
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
14+00 15+00 16+00 17+00 18+00+50 +50 +50 +50 +50
+0
D2
SCALE IN FEET
0 20 40
MARINA DRIVE
M a in te n a n c e d ri v e
S m a ll p a rk in g l o t
Curve = MARINA-3
PI 14+49.22
= 44%%d 58’ 52" (LT)D
R = 285.00’
T = 118.00’
L = 223.75’
Curve = MARINA-6
PI 18+51.69
D = 40%%d 23’ 36" (LT)
R = 10.00’
T = 3.68’
L = 7.05’
Curve = MARINA-3
Curve = MARINA-4
Curve = MARINA-5
Curve = MARINA-6
= 16%%d 31’ 39" (LT)
Curve = MARINA-4
PI 16+30.50
D
R = 520.00’
T = 75.52’
L = 150.00’
Curve = MARINA-5
PI 17+70.12
D = 23%%d 32’ 01" (RT)
R = 100.00’
T = 20.83’
L = 41.07’
N
N d
’ 0
" W
N d
’ 3
" W
N 7%%d 40’ 44" E
P C
.0
N 24%%d 16’ 45" E
N 0%%d 59’ 17" W
S 37% d 14’ 09" E
N 22%%d 32’ 44" E
UDUDUDUD
P C
C
3+ 31.2
P C
C
.9
P T
.9
P C
.2
P T
.3
P C
.0
P T
.0
P C
.0
P T 26+
98.05
27+
P C
7+
20.8
P T
.4
POT 30+00.00
30+00
PC 30+27.80
PT 30+51.65
PC 30+62.44
31+00
PT 31+01.43
PC
31+65.79
PO
T
40+00.00
40+00
SFSF
P O
T
.0
P C
.3
P
T
.8
P O
T
.8
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWWWWWWFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
+0.400%
V P
I
+0.400% -0.100%
150’ VC
D3
SCALE IN FEET
0 20 40
N
MARINA DRIVE/RESTAURANT
PARKING PLAN
Curve = MARINA-7
PI 541+15.23
D
R = 37.04’
T = 51,902.87’
L = 116.31’
= 179%%d 55’ 06" (LT)
= 19%%d 28’ 11" (LT)
Curve = MARINA-8
PI 26+81.23
D
R = 100.00’
T = 17.16’
L = 33.98’
Curve = MARINA-9
PI 27+46.30
D = 31%%d 36’ 13" (RT)
R = 90.00’
T = 25.47’
L = 49.64’
Curve = MARINA-9
Curve = MARINA-8 N 17%%d 50’ 52" W
S 17%%d 45’ 58" E
S 37%%d 14’ 09" E N
22% d 32’ 44" E
N 0%%d 59’ 17" W
P T
.9
P C
.2
P T
.3
P C
.0
P T
.0
P C
.3
P T
.6
P C
.0
P T
.0
P C
.8
P T
.4
SFSF
P O
T
.8
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMPPPPPP
/3 /2
:1
:4
P
M m p ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \c a d d \D
-g w m p (1 p ln
.d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
E1
SCALE IN FEET
0 20 40
N
M a in te n a n c e D riv e
Marina Drive
SMALL PARKING LOT
PLAN
PI 30+82.39
Curve = SMALLLOT-2
D = 29%%d 47’ 19" (LT) R = 75.00’
T = 19.95’
L = 38.99’
Curve = SMALLLOT4
PI 32+76.34
D = 66%%d 45’ 50" (LT)
R = 85.00’
T = 56.01’
L = 99.05’
Curve = SMALLLOT-1
D
PI 30+39.75
= 9%%d 06’ 37" (LT)
R = 150.00’
T = 11.95’
L = 23.85’
Curve = SMALLLOT-3
PI 31+76.79
D = 12%%d 33’ 27" (LT)
R = 100.00’
T = 11.00’
L = 21.92’
Curve = SMALLLOT-5
PI 33+52.72
D = 11%%d 06’ 26" (LT)
R = 150.00’
T = 14.59’
L = 29.08’
Curve = SMALLLOT-5
= 16%%d 36’ 00" (RT)
Curve = SIDEWK-SMLOT-1
PI 60+04.61
D
R = 22.50’
T = 3.28’
L = 6.52’
Curv e
SID
EW
K-SMLOT-1
Existing EOP
Proposed EOP
C urve =
SM
ALLLOT-2
C urv e
SM
A
LLLO
T-1
Remove existing wheelstop, typ
Curve =
SMALLLOT-3
Curve =
SMALLLOT4
N 79%%d 01’ 54" E S 20% d 28’ 40" E
S 9% d 22’ 14" E
S 57%%d 23’ 36" W
S 69%%d 57’ 03" W
N 71% d 09’ 01" W
N 80% d 15’ 38" W
N 24%%d 16’ 45" E
N 7 d
’ 4
4" E
N 0% d 59’ 17" W
S d
’ 0
" E
Proposed
EOS
P O
T
.0
P C
.7
P T
.3
P C
.2
P C
C
.2
P C
C
.9
17+
PT 1
7+04.9
7 PC
17+49.29
P T
.3
PT 18+55.06
PT 26+98.05
27+00
PC 27+20.83
PT 2
7+70.4
PO
T 30+00.00
30+00
PC 30+27.80
PT
30+
51.65
PC
30+
62.44
P T
.4
P C
.7
P T
.7
P C
.3
33+
PT 33+19.38
PC 33+38.14
PT 33+67.22
34+00
POT 34+00.28
POT 40+00.00
40+00
PC 40+91.23
41+00
42+00
PT 42+13.90
43+00
PC 43+10.99
P O
T
.0
P O
T
.5
SFSFSF
P O
T
0+
.0
P C 60+
01.32
P T
.8
P O
T
.8
TBA
R
TBA
R
TBA
R
PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWWWWWWFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
/3 /2
:1
:4
P M m p ro je c ts
\g w m p
\2
(1
(1 p ro j_ d e v
\c a d d \E
-g w m p
(1 p ln .d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
/3 /2
:2
:0
P
M M
P ro je c ts
\g w m p
\2
(1
(1 p ro j_ d e v
\C A
D D
\E -g w m p
(1 p ln
.d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
31+00 32+00 33+00 34+00+50 +50 +50 +50
SCALE IN FEET
0 20 40
SMALL PARKING LOTV
I
30+00 +50
PROFILE
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
E2
V
.2
-0.500%
100’ VC
V
-0.500% +0.500%
100’ VC
V
+0.500%
+1.483%
80’ VC
.0
.3
-2.224%
/3 /2
:1
:5
P M m p ro je c ts
\g w m p
\2
(1
(1 p ro j_ d e v
\c a d d \E
-g w m p
(1 p ln .d g
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
61+00 62+00+50
E3
SCALE IN FEET
0 20 40
60+00 +50
PROFILE
SIDEWALK - NEAR SMALL LOT
= 16%%d 36’ 00" (RT)
Curve = SIDEWK-SMLOT-1
PI 60+04.61
D
R = 22.50’
T = 3.28’
L = 6.52’
Curve
SIDEWK-SMLOT-1
N 24%%d 16’ 45" E N 7%%d 40’ 44" E
+0.559%
+0.559%
.7
.7
UDUDUDUD
P C
C
.9
P T
.9
P C
.2
P T
.3
P C
.0
P T
8+
.0
19+
P C 26+
64.07
PT 26+98.05
27+00
PC 27+20.83
P T
.4
POT 30+00.00
PC 30+27.80
PT 30+51.65
PC 30+62.44
31+
P T 31+
01.43
P O
T
.0
P C
.3
P T
.8
P O
T
.8
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
/3 /2
:1
:0
P
M m p ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \c a d d \F
-g w m p (1 p ln
.d g n
EXC
EMB
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
PLAN & PROFILE
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
40+00 41+00 42+00 43+00 44+00+50 +50 +50 +50
SCALE IN FEET
0 20 40
F1
N
MAINTENANCE DRIVE
Curve = MAINT-1
PI 41+54.63
D = 35%%d 40’ 42" (RT)
R = 197.00’
T = 63.40’
L = 122.67’
Curve = MAINT-2
PI 43+20.65
D = 1%%d 06’ 23" (LT)
R = 1,000.00’
T = 9.66’
L = 19.31’
Curve = MAINT-1
Curve = MAINT-2
Curve = MAINT-3
PI 44+06.57
D = 1%%d 29’ 49" (RT)
R = 1,000.00’
T = 13.06’
L = 26.12’
Curve
MAINT-3
S 43%%d 39’ 08" E
S 9%%d 04’ 49" E
UDUDUDUD
13+00
PCC 13+31.23
14+00
PC 31+65.79
PT 31+87.70
32+00
P O
T
.0
P C
.2
P T
.9
P C
.9
P T
.3
P C
.5
P T
.6
T B
A R
T B
A R
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWWWWWWFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
.8
V P
I
.9
+0.817% -1.296%
90’ VC
V P
I
.6
-1.296%
-0.251%
55’ VC
-0.251%
/3 /2
:1
:0
P
M m p ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \c a d d \F
-g w m p (1 p ln
.d g n
EXC
EMB
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
PLAN & PROFILE
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
44+00 45+00 46+00 47+00 48+00+50 +50 +50 +50
F2
SCALE IN FEET
0 20 40
N
MAINTENANCE DRIVE
SCHEDULE B
Curve = MAINT-4
Curve = MAINT-4
PI 48+53.79
= 89%%d 56’ 13" (LT)
R = 100.00’
T = 99.89’
L = 156.97’
D
S 7%%d 35’ 00" E
P C
.5
P T
.6
P C
.9
49+00
PT 49+10.87
PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
V P
I
-0.459%
55’ VC
V P
I
.6
-0.459% +0.554%
175’ VC
V P
I
.7
+0.554%
+0.332%
80’ VC
/3 /2
:1
:0
P M m p ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \c a d d \F
-g w m p (1 p ln
.d g n
EXC
EMB
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
PLAN & PROFILE
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
+0
48+00 49+00 50+00 51+00+50 +50 +50
+0
SCALE IN FEET
0 20 40
F3
N
MAINTENANCE DRIVE
SCHEDULE B
L = 160.45’
Curve = MAINT-5
PI 51+09.33
D = 91%%d 55’ 54" (RT)
R = 100.00’
T = 103.43’
Curve = MAINT-4
PI 48+53.79
= 89%%d 56’ 13" (LT)
R = 100.00’
T = 99.89’
L = 156.97’
D
Curve = MAINT-4
Curve = MAINT-5
N 82%%d 28’ 4 7" E
47+00
PC 4
7+53.9
P T
.8
7 5
P C
.9
PT 51+66.35
52+00
TBAR
TBAR
PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
+0.332%
V P
I
+0.332%
+1.255%
150’ VC
/3 /2
:1
:1
P
M m p ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \c a d d \F
-g w m p (1 p ln
.d g n
EXC
EMB
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
PLAN & PROFILE
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
51+00 52+00 53+00 54+00+50 +50 +50
F4
SCALE IN FEET
0 20 40
N
MAINTENANCE DRIVE
SCHEDULE B
Curve = MAINT-6
PI 53+07.46
= 4%%d 09’ 19" (LT) R = 200.00’
D
T = 7.26’
L = 14.50’
Curve = MAINT-6
S 5%%d 35’ 18" E
S 9%%d 44’ 37" E
50+00
PC 50+05.90
P T
.3
P C
.2
P T
.7
P O
T
.2
U P
XXXXXXXXXXX
U
PPPP
PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
V P
I
.9
+1.255% -1.400%
245’ VC
.0
GWMP CROSS OVER
PLAN
N
N
SCALE IN FEET
0 25 50
M a tc h L in e
M a tc h L in e
George Washington Memorial Parkway (Northbound)
George Washington Memorial Parkway (Northbound)
George Washington Memorial Parkway (Southbound)
George Washington Memorial Parkway (Southbound)
G1
Minor lane encroachment
See detail E635-08A
Minor lane encroachment See detail E635-08A
10+00
PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWWWWWWWWTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT
/3
/2
:0
:3
P
M m p ro je c ts
\g w m p
\2
(1
(1 p ro j_ d e v
\c a d d \G
-g w m p
(1 p ln .d g
NC VA
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
10+00
11+00
PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWWWWWWWWWWWWWWWWWWWWWWWWWWWTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWWWWWWWWTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPWWWWWWWWWWWWWWWWWWWWWWWWWWWTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP
00 1010 2020 3030 4040506070
0 0
5 5
10 10
15 15
NC GWMP 200(1),936(1)VA K1
GEORGE WASHINGTON MEMORIAL PARKWAY
SMALL PARKING LOT
31+88.37 TO 31+88.37
/1
/2
:1
:5
A M M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \K
-g w m p (1 x s s .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT
SHEET
NO.
PMIS
NO
NPS
NO
4200447582
Inlet Elev.=3.0’ Outlet Elev.= 2.3’
Remove existing pipe and replace with 12" pipe culvert
Grade to achieve positive drainage
DRAINAGE PROFILE
Culvert Slope = 1 % Skew = 82.70 Deg.
Length = 67’
CL_SG
Sta. 31+88.37 R 1
Des. Grade = 4.6418
Subgrade = 4.2959
Orig. Grnd. = 4.2283
CL
TFC
80BFC813242SHLD_SGBISW
BOSW
ISW
OSWESWB
TBCSW
CHPF
CP_SGSSF
1:2 11
43SHLD_SGFM_SSGHPF
SSFCP_SG
1:3.1
5 5
10 10
15 15
NC GWMP 200(1),936(1)VA K2
GEORGE WASHINGTON MEMORIAL PARKWAY
SIDEWALK - NEAR SMALL LOT
60+33.00 TO 60+33.00
/3
/2
:0
:5
P
M m p ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \c a d d \K
-g w m p (1 x s s .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT
SHEET
NO.
PMIS
NO
NPS
NO
4200447582
Inlet Elev.= 4.33
Install new 12" culvert
Outlet Elev.= 4.09
DRAINAGE PROFILE
Culvert Slope = 1.41 % Skew = 90 Deg.
Length = 17’
CL_SG
Sta. 60+33.00 R 1
Des. Grade = 5.9346
Subgrade = 5.4637
Orig. Grnd. = 4.1758
CL
3040SG_HG
3141SG_HG
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
1:3 SG_HG
3141SG_HG
42SHLD_SGFM_SSGHPF
SSFCP_SG
1:3
5 5
10 10
15 15
NC GWMP 200(1),936(1)VA K3
40+40.00 TO 40+40.00
/1
/2
:1
:3
A M M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \K
-g w m p (1 x s s .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT
SHEET
NO.
PMIS
NO
NPS
NO
4200447582
Inlet Elev.=3.85’
Outlet Elev.= 3.28’
Install new 12" culvert
Grade to achieve positive drainage
MAINTENANCE DRIVE
Culvert Slope = 1.24 % Skew = 90 Deg.
Length = 46’
Grade to achieve positive drainage
DRAINAGE PROFILE
CL_SG
Sta. 40+40.00 R 1
Des. Grade = 6.1473
Subgrade = 5.2723
Orig. Grnd. = 4.4344
CL
53SG_HG
1:4
SHLD_SGFM_SSG1:4
BDTHPC
SSCCP_SG
1:4
52SG_HG
1:4
SHLD_SGFM_SSGHPF
CP_SGSSF
1:4.2
/3
/2
:0
:5
P
M m p ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \c a d d \M
-g w m p (1 e c n .d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
M1
EROSION CONTROL
NARRATIVE
NO SCALE
N1
George Washington Memorial Parkway (N orth Bound)
George Washington Memorial Parkway (South Bound)
TRAFFIC CONTROL PLAN
George Washington Memorial Parkway (South Bound)
George Washington Memorial Parkway (North Bound)
N
ROAD CONSTRUCTION
AHEAD AT
DAINGERFIELD ISLAND
ROAD CONSTRUCTION
AHEAD AT
DAINGERFIELD ISLAND
1) Use Single lane closure for construction on Marina drive. See detail E635-6. Keep Marina Drive accessible at all times during construction. Close only one lane on Marina Drive at a time. Keep all lanes open during non work hours on Marina Drive.
2) Use minor lane encroachment for construction of acceleration and deceleration lanes of George Washington Memorial Parkway. See detail E635-08A.
3) Limit construction closure of large parking lot to half of the area at a time. Allow public parking in half of the parking area at all times. Submit plans showing construction phasing at the large parking lot, the devices used for cordoning off the closed areas, and redirecting traffic to the open or overflow parking lot areas.
4) Close the Small Parking Lot for construction. Do not close the Small Parking Lot during construction of Marina Drive�s Large Parking Lot. Do not completely close the George Washington Memorial Parkway cross over near Marina Drive entrance and Maintenance Drive. Coordinate in advance with the CO for limited time closure of Maintenance Road to tie in the new and old alignments.
5) Nighttime operations will be permitted on case by case basis. Obtain approval from the CO 48 hours in advance.
6) Maintain pedestrian access to Marina Drive and restaurant at all times..
M ai nt en an ce
Dr
N
/2
/2
:4
:3
P
M M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \N
-g w m p (1 tc p .d g n
NC VA
REG STATE PROJECT SHEET NO.
GWMP 200(1),936(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
10+00
11+00
12+00
13+00
14+
30+00
31+00
32+00
49+00
50+00
60+00
61+00
66+00
67+00
/1
/2
:5
:0
P
M M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \P
-g w m p (1 ss p .d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT
SHEET
NO.
P
P
P
SPEED
LIMIT
P
P
P
P
P
STOP
DO NOT
ENTER
STOP
NO
MOTOR
VEHICLES
STOP P
P
ONE WAY
ONE WAY
Reset sign
SMALL PARKING LOT
PAVEMENT MARKING
AND SIGN PLAN
NC VA GWMP 200(1),936(1) P1
Reset sign
SHEET 1 OF 6
P
P
STOP
NO
MOTOR
VEHICLES
YIELD
signs sign sign signs signs signs signs
N
SCALE IN FEET
0 20 40
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
17+00
30+
33+
34+00
40+00
41+00
42+00
43+00
60+
P
P
P
SPEED
LIMIT
P
P
P
P
P
STOP
DO NOT
ENTER
STOP
NO
MOTOR
VEHICLES
STOP P
P
ONE WAY
ONE WAY
Reset sign
Reset sign
SHEET 1 OF 6
P
P
STOP
NO
MOTOR
VEHICLES
YIELD
signs signs signs signs signs
0 20 40
/1
/2
:5
:1
P M
M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \P
-g w m p (1 s s p .d
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT
SHEET
NO.
NC VA GWMP 200(1),936(1) P2
SHEET 1 OF 6
MARINA DRIVE/RESTAURANT
PAVEMENT MARKING
AND SIGN PLAN
Place sign Parking Regulations
Place Roadway
Guide sign
N
SCALE IN FEET
0 20 40
NPS
NO
PMIS
NO
42004
47582
GEORGE WASHINGTON MEMORIAL PARKWAY
DAINGERFIELD ISLAND
0 1
SHEET 1 OF 6
/1
/2
:5
:2
P M
M
P ro je c ts
\g w m p \2
(1
(1 p ro j_ d e v \C
A D
D \P
-g w m p (1 s s p .d
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING,…
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