Plans.pdf
PDF 27 MB Posted
- Attached to
- Pictured Rocks National Lakeshore Federal contract opportunity
- Solicitation number
- DTFH71-10-B-00034
About this file
Plans
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Soils and Foundation Report.pdf | ||
| SB subcontract plan.doc | DOC document | |
| Solicitation PRA-PIRO 15(1).pdf | ||
| FP03 Errata.pdf | ||
| Bidder's Qualifications Form.doc | DOC document | |
| FP03_Eng .pdf | ||
| FBO Synopsis Notice.doc | DOC document |
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Text version
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 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 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
West W
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)
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
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
GUARDRAIL
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
UNDERGROUND UTILITIES
G=gas, O=oil, P=power, SA=sanitary sewer, SS=storm sewer, T=telephone, W=water E=electrical, FO=fibre optics
PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-
DIVERSION CHANNEL
TEST PIT
B-1
TP-1
SYMBOLS AND
ABBREVIATIONS
SFDB
EOP
EOG
Mainline M.L.
Material matl.
Maximum max.
Mile[Kilometer] post M.P[K.P.]
Minimum min.
Monument mon. or MON
Mechanically stabilized MSE embankment
Pavement pvmt.
Photo monument PHT
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
A2
Match Existing M.E.
Reinforced Soil Slope RSS
MW MI
m p ro je c ts
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-P
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(1 s y m
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:4
:4
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
R/W
R/W
No Symbol
TB or TP
P P or
UD
W W
No Symbol
TB or TP
P P or or
UD
W W
AREA PATTERN
wall facewall face
TB or TP or
LOCATION MAP
N
A3
SCALE IN MILES
0 5
MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \A
-P
IR
O
(1 lo c .d g n
:4
:5
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
SCALE IN FEET
0 200 400
SURVEY INFORMATION SHEET
SITE MAP
A4
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR
TBAR
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TBAR
N
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR 4332
TBAR
TBAR
TBAR
N
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR 4341
TBAR
TBAR
NAIL
TBAR
TBAR
N
M A
T C
H L
IN
E
A B
E L
O W
M A
T C
H L
IN
E
B B
E L
O W
M A
T C
H L
IN
E
A A
B O
V E
M A
T C
H L
IN
E
B A
B O
V E
TBAR
TBAR
TBAR
TBAR
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TBAR TBAR
TBAR TBAR
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N
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TBAR
TBAR
N
TBAR
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NAIL
TBAR
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TBAR
TBAR
NAIL
TBAR
TBAR
N
M A
T C
H L
IN
E
A B
E L
O W
M A
T C
H L
IN
E
B B
E L
O W
M A
T C
H L
IN
E
A A
B O
V E
M A
T C
H L
IN
E
B A
B O
V E
TBAR
TBAR
TBAR
TBAR
TBAR TBAR
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TBAR TBAR
TBAR TBAR
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N
TBAR
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TBAR
TBAR
N
TBAR
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NAIL
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
N
M A
T C
H L
IN
E
A B
E L
O W
M A
T C
H L
IN
E
B B
E L
O W
M A
T C
H L
IN
E
A A
B O
V E
M A
T C
H L
IN
E
B A
B O
V E
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR
TBAR
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TBAR TBAR
TBAR TBAR
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N
TBAR
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TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
N
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
N
M A
T C
H L
IN
E
A B
E L
O W
M A
T C
H L
IN
E
B B
E L
O W
M A
T C
H L
IN
E
A A
B O
V E
M A
T C
H L
IN
E
B A
B O
V E
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR TBAR
TBAR
TBAR
N
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
N
TBAR
TBAR
TBAR
NAIL
TBAR
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TBAR
TBAR
NAIL
TBAR
TBAR
N
M A
T C
H L
IN
E
A B
E L
O W
M A
T C
H L
IN
E
B B
E L
O W
M A
T C
H L
IN
E
A A
B O
V E
M A
T C
H L
IN
E
B A
B O
V E
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR TBAR
TBAR
TBAR
N
TBAR
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TBAR
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TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
N
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
N
M A
T C
H L
IN
E
A B
E L
O W
M A
T C
H L
IN
E
B B
E L
O W
M A
T C
H L
IN
E
A A
B O
V E
M A
T C
H L
IN
E
B A
B O
V E
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR TBAR
TBAR
TBAR
N
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
N
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
N
M A
T C
H L
IN
E
A B
E L
O W
M A
T C
H L
IN
E
B B
E L
O W
M A
T C
H L
IN
E
A A
B O
V E
M A
T C
H L
IN
E
B A
B O
V E
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR TBAR
TBAR
TBAR
N
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
N
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
N
M A
T C
H L
IN
E
A B
E L
O W
M A
T C
H L
IN
E
B B
E L
O W
M A
T C
H L
IN
E
A A
B O
V E
M A
T C
H L
IN
E
B A
B O
V E
TBAR
TBAR
TBAR
TBAR
TBAR
4302 T4006
T4008
T4031
T4034
T4045
T4025
T4026
MW MI
M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v \C
A D
D \A
-P
IR
O
(1 s u r_ re v .d g n
:3
:2
A
M /9
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
SURVEY INFORMATION SHEET
SITE MAP
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR 4332
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR 4341
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR TBAR
TBAR TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
NAIL
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
4302 T4006
T4008
T4031
T4034
T4045
T4025
T4026
A5
SURVEY INFORMATION SHEET
CONTROL POINTS
26408010.776
26407127.143
26406797.756
26406412.386
26406776.863
26406750.849
26408743.021
26408864.476
26409068.259
26408967.419
26408771.712
26408551.424
26408514.914
26408592.476
26408566.096
26408663.325
26408672.246
26408734.669
26409039.551
26409496.329
26409227.889
26408860.303
26408470.356
26408225.609
26408067.374
26407824.747
26407531.155
26407385.549
26407070.178
26406841.138
26406505.058
26406242.995
26405991.684
26406061.526
26406247.858
26406372.292
26406478.146
26406645.987
26406498.416
26406493.723
26406526.852
26408703.477
26408566.613
26409325.910
26409521.979
26408149.514
26408877.985
MW MI
M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v \C
A D
D \A
-P
IR
O
(1 s u r_ re v .d g n
:4
:3
A
M
/9 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
CONTROL POINTS
26408010.776
26407127.143
26406797.756
26406412.386
26406776.863
26406750.849
26408743.021
26408864.476
26409068.259
26408967.419
26408771.712
26408551.424
26408514.914
26408592.476
26408566.096
26408663.325
26408672.246
26408734.669
26409039.551
26409496.329
26409227.889
26408860.303
26408470.356
26408225.609
26408067.374
26407824.747
26407531.155
26407385.549
26407070.178
26406841.138
26406505.058
26406242.995
26405991.684
26406061.526
26406247.858
26406372.292
26406478.146
26406645.987
26406498.416
26406493.723
26406526.852
26408703.477
26408566.613
26409325.910
26409521.979
26408149.514
26408877.985
A6
SKETCHES OF REFERENCES
REFERENCES NOT
DRAWN TO SCALE
12.19’
PK
N
TBAR
TBAR
N
TBAR N
TBAR
N
TBAR N
T4006
TBAR N
T4008
TBAR
N
TBAR
N
N
TBAR N
TBAR N
TBAR N
TBAR
N
TBAR
N
TBAR
N
TBAR
N
TBAR
N
MW MI
M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v \C
A D
D \A
-P
IR
O
(1 s u r_ re v .d g n
:3
:2
A
M
/9 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
SURVEY INFORMATION SHEET
SKETCHES OF REFERENCES
REFERENCES NOT
DRAWN TO SCALE
12.19’
PK
TBAR
TBAR
TBAR
TBAR
TBAR
T4006
TBAR
T4008
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
TBAR
A7
SKETCHES OF REFERENCES
SURVEY INFORMATION SHEET
TBAR
N
TBAR
N
TBAR
N
TBAR
TBAR
T4025
TBAR
N
T4026
TBAR
N
TBAR
N
TBAR
N
TBAR
N
TBAR
N
T4031
TBAR
N
TBAR
N
TBAR
N
T4034
TBAR
N
TBAR
N
TBAR
N
34.46’x18" CMP4337
TBAR N
MW MI
M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v \C
A D
D \A
-P
IR
O
(1 s u r_ re v .d g n
:3
:4
A
M
/9 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
SKETCHES OF REFERENCES
SURVEY INFORMATION SHEET
TBAR
TBAR
TBAR
TBAR
TBAR
T4025
TBAR
T4026
TBAR
TBAR
TBAR
TBAR
TBAR
T4031
TBAR
TBAR
TBAR
T4034
TBAR
TBAR
TBAR
34.46’x18" CMP4337
A8
SKETCHES OF REFERENCES
TBAR
TBAR
TBAR
N
TBAR
N 41.36’x18" C
MP
TBAR
N
TBAR
N
B o u ld e r
TBAR
N
30.49’x18"CMP
TBAR
N
N
T4045
NAIL
N
TBAR
N
M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v \C
A D
D \A
-P
IR
O
(1 s u r_ re v .d g n
:3
:0
A
M
/9 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
SURVEY INFORMATION SHEET
SKETCHES OF REFERENCES
TBAR
TBAR
TBAR
TBAR
41.36’x18" C
MP
TBAR
TBAR
B o u ld e r
TBAR 30.49’x18"CMP
TBAR
T4045
NAIL
TBAR
A9
TRANSIT NOTES
P ro je c ts
\p ir o \1
(1 p ro j_ d e v \C
A D
D \A
-P
IR
O
(1 s u r_ re v .d g n
:3
:4
A
M
/9 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
A10
P ro je c ts
\p ir o \1
(1 p ro j_ d e v \C
A D
D \A
-P
IR
O
(1 s u r_ re v .d g n
:3
:2
A
M
/9 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
A11
STAKED CENTERLINE DATA
P ro je c ts
\p ir o \1
(1 p ro j_ d e v \C
A D
D \A
-P
IR
O
(1 s u r_ re v .d g n
:3
:5
A
M
/9 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
A12
P ro je c ts
\p ir o \1
(1 p ro j_ d e v \C
A D
D \A
-P
IR
O
(1 s u r_ re v .d g n
:4
:4
A
M
/9 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
NO SCALE
B1
CL
TYPICAL SECTIONS
LITTLE BEAVER ROAD
MW MI
M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v
\C A
D D
\B -P
IR
O
(1 ty p
.d g n :4
:4
P
M
/2
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
B2
CL
CL
CL
TYPICAL SECTIONS
LITTLE BEAVER ROAD
MW MI
M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v
\C A
D D
\B -P
IR
O
(1 ty p
.d g n :4
:5
P
M
/2
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
1:4
CL
CL
B3
TYPICAL SECTIONS
LITTLE BEAVER ROAD
MW MI
M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v
\C A
D D
\B -P
IR
O
(1 ty p
.d g n
:5
:1
P M
/2
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
CL
B4
TYPICAL SECTIONS
LITTLE BEAVER ROAD
MW MI
M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v
\C A
D D
\B -P
IR
O
(1 ty p
.d g n :5
:3
P
M
/2
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
B5
CL
TYPICAL SECTIONS
LITTLE BEAVER ROAD
CL
MW MI
M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v
\C A
D D
\B -P
IR
O
(1 ty p
.d g n
:5
:5
P M
/2
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
CL
B6
TYPICAL SECTION
PARKING AREA 1
(SCHEDULE B)
MW MI
M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v
\C A
D D
\B -P
IR
O
(1 ty p
.d g n
:5
:1
P M
/2
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
TABULATION OF QUANTITIES
C1
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 ‡
‡30110-0000‡AGGREGATE SURFACE COURSE ‡ TON ‡ 1050 ‡ 1,050 ‡
‡63504-1000‡TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN ‡ SQFT ‡ 133 ‡ 133 ‡
‡63701-0000‡FIELD OFFICE ‡ EACH ‡ 1 ‡ 1 ‡
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 ‡ 320 ‡ 320 ‡
‡20101-0000‡CLEARING AND GRUBBING ‡ ACRE ‡ 0.1 ‡ 0.1 ‡
‡21101-1000‡ROADWAY OBLITERATION, METHOD 1 ‡ SQYD ‡ 200 ‡ 200 ‡
‡30110-0000‡AGGREGATE SURFACE COURSE ‡ TON ‡ 920 ‡ 920 ‡
‡60901-8000‡CURB, TIMBER (6-INCH X 8-INCH) ‡ LNFT ‡ 160 ‡ 160 ‡
‡62405-0300‡PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ‡ SQYD ‡ 280 ‡ 324 ‡
‡62502-0000‡TURF ESTABLISHMENT ‡ SQYD ‡ 280 ‡ 324 ‡
MW MI
M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v
\C A
D D
\C -P
IR
O
(1 q n t.
d g n
:5
:5
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v
\c a d d \C
-P
IR
O
(1 q n t.
d g n
:4
:4
A M
/1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
SUMMARIES AND SCHEDULES
C2
C3
(SCHEDULE A)
MW MI
M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v
\C A
D D
\C -P
IR
O
(1 q n t.
d g n
:1
:3
A M
/1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
C4
(SCHEDULE A)
MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v
\c a d d \C
-P
IR
O
(1 q n t.
d g n
:4
:5
A M
/1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
C5
(SCHEDULE A)
MW MI
M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v
\C A
D D
\C -P
IR
O
(1 q n t.
d g n
:1
:3
A M
/1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
C6
(SCHEDULE A)
MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v
\c a d d \C
-P
IR
O
(1 q n t.
d g n
:4
:5
A M
/1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
C7
(SCHEDULE B)
MW MI
M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v
\C A
D D
\C -P
IR
O
(1 q n t.
d g n
:2
:1
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
R = 500.00’
Curve = CRV-01
PI 959+73.60
D = 12%%d 33’ 26" (LT)
T = 55.01’
L = 109.58’
= 19%%d 14’ 20" (LT)
Curve = CRV-02
PI 961+35.67
D
R = 140.00’
T = 23.73’
L = 47.01’
PI 963+78.46
Curve = CRV-03
D = 30%%d 37’ 56" (RT)
R = 190.00’
T = 52.04’
L = 101.58’
Curve = CRV-05
PI 967+73.70
D = 29%%d 19’ 07" (LT)
R = 280.00’
T = 73.24’
L = 143.28’
= 29%%d 19’ 07" (LT)
Curve = CRV-05
PI 967+73.70
D
R = 280.00’
T = 73.24’
L = 143.28’
T = 101.19’
L = 201.63’
Curve = CRV-07
PI 971+52.13
D = 12%%d 09’ 37" (LT)
R = 950.00’
Curve = CRV-06
= 47%%d 27’ 57" (RT)
PI 969+82.90
D
R = 175.00’
T = 76.94’
L = 144.98’
= 18%%d 04’ 56" (RT)
Curve = CRV-08
PI 975+40.46
D
R = 500.00’
T = 79.56’
L = 157.80’
PI 978+11.80
Curve = CRV-09
D = 13%%d 48’ 34" (LT)
R = 250.00’
T = 30.27’
L = 60.26’
Curve = CRV-10
PI 979+09.26
D = 5%%d 40’ 51" (RT)
R = 1,360.00’
T = 67.48’
L = 134.84’
T = 11.91’
L = 23.77’
Curve = CRV-13
PI 985+23.52
D = 9%%d 04’ 40" (LT)
R = 150.00’
PI 985+91.05
Curve = CRV-14
D = 2%%d 29’ 48" (RT)
R = 2,555.00’
T = 55.67’
L = 111.33’
Curve = CRV-04
PI 965+95.85
D = 3%%d 18’ 50" (RT)
R = 600.00’
T = 17.36’
L = 34.70’
L = 167.64’
Curve = CRV-12
PI 982+68.48
D = 28%%d 15’ 02" (RT)
R = 340.00’
T = 85.56’
Curve = CRV-11
= 17%%d 22’ 55" (LT)
L = 206.29’
PI 980+80.57
D
R = 680.00’
T = 103.95’
D1
Sheet 1 of 6
958+15 to 986+00
N
N
CRV-04
CRV-13
ALIGNMENT CURVE DATA
ALIGNMENT CURVE DATA
CRV-01 CRV-0
CRV-03
CRV-05
CRV-06
CRV-07
CRV-08
CRV-09
CRV-10
CRV-12
CRV-11
CRV-14
GEOMETRIC CONTROL
AND SIGNING PLAN
SPEED
LIMIT
SCALE IN FEET
0 100
SCALE IN FEET
0 100
N 14%%d 00’ 28" W
N 26%%d 33’ 54" W N 45%%d 48’ 18" W
N 15%%d 10’ 22" W
N 11%%d 46’ 35" W N 41%%d 05’ 42" W
P O
T
.6
P C
.5
P T
.1
P C
.9
P T
.9
P C
.4
P T
.0
P C
.4
P T
.1
P C
.4
P T
.7
P C
.9
P R
C
.9
P T
.5
N 5%%d 47’ 24" W
N 12%%d 17’ 33" E
N 15%%d 01’ 55" E
P T
.5
P C
.9
P T
.7
P C
.5
P R
C
.7
P R
C
.6
P R
C
.9
P T
.5
P C
.6
P R
C
.3
MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \D
-P
IR
O
(1 g l.
d g n
:4
:0
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
PI 1002+45.79
Curve = CRV-21
D = 28%%d 32’ 47" (RT)
R = 225.00’
T = 57.24’
L = 112.10’
Curve = CRV-22
PI 1004+20.31
D = 22%%d 58’ 58" (LT)
R = 225.00’
T = 45.74’
L = 90.25’
D
Curve = CRV-23
PI 1005+29.92
= 7%%d 00’ 55" (RT)
R = 225.00’
T = 13.79’
L = 27.55’
Curve = CRV-19
PI 996+90.53
D = 17%%d 11’ 36" (RT)
R = 440.00’
T = 66.52’
L = 132.03’
Curve = CRV-19
PI 996+90.53
D = 17%%d 11’ 36" (RT)
R = 440.00’
T = 66.52’
L = 132.03’
R = 800.00’
Curve = CRV-20
PI 999+44.00
D = 11%%d 42’ 42" (RT)
T = 82.05’
L = 163.53’
R = 180.00’
Curve = CRV-18
PI 993+72.43
D = 20%%d 31’ 41" (RT)
T = 32.59’
L = 64.49’
PI 991+74.06
Curve = CRV-17
D = 21%%d 58’ 35" (LT)
R = 270.00’
T = 52.43’
L = 103.56’
T = 27.20’
R = 205.00’
Curve = CRV-16
PI 990+94.75
D = 15%%d 07’ 01" (RT)
L = 54.09’
T = 15.02’
Curve = CRV-15
PI 989+05.55
D = 8%%d 35’ 33" (LT)
R = 200.00’
L = 29.99’
D2
986+00 to 1012+00
Sheet 2 of 6
P T
.8
P T
.6
N
N
T S
.0
S C
.0
PC 1011+70.46
Spiral = SP1B
PI 1007+46.72
f s = 24%%d 39’ 44"
Ls = 99.00’
Spiral = SP1A
PI 1009+13.10
f s = 24%%d 39’ 44"
Ls = 99.00’
D
Curve = CRV-24
PI 1010+44.03
= 8%%d 35’ 24" (RT)
R = 225.00’
T = 16.90’
L = 33.73’
CRV-15
CRV-16
CRV-17
CRV-18
CRV-19
CRV-20
CRV-23
C R
V -2
C R
V -2
ALIGNMENT CURVE DATA
ALIGNMENT CURVE DATA
ALIGNMENT SPIRAL DATA
= 8%%d 25’ 38" (LT)
Curve = CRV-25
PI 1011+87.04
D
R = 225.00’
T = 16.58’
L = 33.09’
CRV-21
CRV-22
SP1B
SP
S P
A
GEOMETRIC CONTROL
AND SIGNING PLAN
PI 1008+32.75
Curve = SP1
D = 99%%d 21’ 55" (LT)
D c = 50%%d 02’ 28" (LT)
R = 115.00’
Ts = 188.87’
L = 100.44’
M PH.. .
M PH.. .
SCALE IN FEET
0 100
SCALE IN FEET
0 100
P C
.1
N 8%%d 27’ 03" E N 0%%d 08’ 29" W
N 7%%d 00’ 05" W
N 13%%d 31’ 37" E
N 30%%d 43’ 12" E
N 42%%d 25’ 55" E
P T
.7
P C
.5
P T
.5
P C
.5
P R
C
.6
P T
.2
P C
.8
P T
.3
P C
.0
P T
.0
P C
.9
P T
.4
P C
.5
N 30%%d 43’ 12" E
N 42%%d 25’ 55" E
N 70%%d 58’ 41" E
N 47%%d 59’ 44" E
N 53%%d 11’ 34" E
N
6% d
’ 2 1"
W N
7% d
’ 5
7" W
N
6% d
’ 3 5"
W N
9% d
’ 4
9" W
N
1% d
’ 3 6"
W
P C
.9
P T
.4
P C
.5
P T
1003+ 00.65
P C
1003+ 74.57
P T
.8
P C
.1
P T
.6
T S
.0
S C
.0
CS 1008+79.51
ST 1009+78.51
1010+00
PC 1010+27.13
PT 1010+60.86
PC 1011+70.46
PT 1012+03.56
PC 1013+26.94
PT 1013+81.30
PC 1014+36.12
PT 1014+93.59
1015+00
PC 1016+12.56
MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \D
-P
IR
O
(1 g l.
d g n
:4
:0
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
D3
1012+00 to 1040+00
Sheet 3 of 6
N
N
CRV-29
CRV-32
CRV-34 CRV-35
CRV-36
CRV-37
CRV-38
CRV-39
ALIGNMENT CURVE DATA
= 1%%d 38’ 47" (LT)
Curve = CRV-27
PI 1014+64.86
D
R = 2,000.00’
T = 28.74’
L = 57.47’L = 54.36’
Curve = CRV-26
PI 1013+54.15
D = 6%%d 13’ 46" (RT)
R = 500.00’
T = 27.21’
Curve = CRV-28
PI 1017+44.50
D = 7%%d 32’ 54" (LT)
R = 2,000.00’
T = 131.93’
L = 263.49’
PI 1019+25.76
Curve = CRV-29
D = 4%%d 00’ 37" (RT)
R = 500.00’
T = 17.51’
L = 35.00’
Curve = CRV-30
PI 1020+26.15
D = 9%%d 15’ 38" (LT)
R = 300.00’
T = 24.30’
L = 48.49’
Curve = CRV-31
PI 1021+37.93
D = 12%%d 45’ 49" (RT)
R = 400.00’
T = 44.74’
L = 89.11’
Curve = CRV-32
PI 1022+73.93
D = 6%%d 18’ 18" (LT)
R = 250.00’
T = 13.77’
L = 27.51’
= 19%%d 46’ 52" (RT)
Curve = CRV-33
PI 1024+16.28
D
R = 400.00’
T = 69.74’
L = 138.10’
ALIGNMENT CURVE DATA
= 15%%d 10’ 12" (RT)
Curve = CRV-34
PI 1029+26.48
D
R = 550.00’
T = 73.24’
L = 145.62’
PI 1031+31.42
Curve = CRV-35
D = 5%%d 25’ 44" (LT)
R = 1,000.00’
T = 47.41’
L = 94.75’
= 13%%d 36’ 47" (RT)
Curve = CRV-36
PI 1034+48.52
D
R = 580.00’
T = 69.23’
L = 137.80’
PI 1035+85.30
Curve = CRV-37
D = 11%%d 25’ 20" (LT)
R = 682.00’
T = 68.21’
L = 135.96’
Curve = CRV-38
PI 1037+41.54
D = 35%%d 04’ 30" (RT)
R = 280.00’
T = 88.49’
L = 171.41’ L = 143.64’
Curve = CRV-39
PI 1038+99.91
D = 43%%d 19’ 00" (LT)
R = 190.00’
T = 75.45’
CRV-26 CRV-27
CRV-28 CRV-30
CRV-31
CRV-33
GEOMETRIC CONTROL
AND SIGNING PLAN
SCALE IN FEET
0 100
SCALE IN FEET
0 100
N 46%%d 10’ 21" W N 37%%d 34’ 57" W N 46%%d 00’ 35" W
N 39%%d 46’ 49" W N 41%%d 25’ 36" W N 48%%d 58’ 30" W
N 44%%d 57’ 53" W
N 54%%d 13’ 31" W
N 41%%d 27’ 42" W
N 47%%d 46’ 00" W
N 27%%d 59’ 08" WP T
.8
P C
.4
P T
.5
P C
.9
P T
.3
P C
.1
P T
.5
P C
.5
P T
.0
P C
.2
P T
.2
P C
.8
P T
.3
P C
.1
P T
.3
P C
.1
P T
.6
P C
.5
P T
.6
N 27%%d 59’ 08" W
N 12%%d 48’ 56" W N 18%%d 14’ 40" W
P T
.6
P C
.2
P T
.8
P C
.0
P T
.7
P C
.2
P R
C
.0
P R
C
.0
P R
C
.4
P C
C
.1
MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \D
-P
IR
O
(1 g l.
d g n
:4
:1
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
D4
1040+00 to 1068+00
Sheet 4 of 6
N N
T = 55.37’
Curve = CRV-40
PI 1040+23.48
D = 8%%d 50’ 39" (LT)
R = 716.00’
L = 110.52’
= 17%%d 45’ 31" (RT)
R = 450.00’
Curve = CRV-41
PI 1041+48.93
D
T = 70.30’
L = 139.47’
R = 565.00’
Curve = CRV-42
PI 1043+41.41
D = 24%%d 37’ 24" (LT)
T = 123.31’
L = 242.81’
P C
C
.9
T = 63.76’
Curve = CRV-43
PI 1045+24.67
D = 29%%d 45’ 14" (LT)
R = 240.00’
L = 124.63’
PI 1046+45.86
Curve = CRV-44
D = 7%%d 22’ 53" (RT)
R = 935.00’
T = 60.31’
L = 120.45’
Curve = CRV-45
PI 1047+76.20
D = 27%%d 12’ 57" (RT)
R = 290.00’
T = 70.20’
L = 137.75’ L = 119.99’
Curve = CRV-46
PI 1050+75.57
D = 19%%d 15’ 25" (LT)
R = 357.00’
T = 60.56’
CRV-40 CRV-41
CRV-42
CRV-4
CRV-
CRV-45
CRV-46
CRV-47
CRV-48
CRV-49 CRV-50
CRV-51
CRV-52
CRV-
CRV-54
CRV-55
ALIGNMENT CURVE DATA
PI 1053+38.64
Curve = CRV-47
D = 32%%d 39’ 42" (RT)
R = 330.00’
T = 96.69’
L = 188.12’
ALIGNMENT CURVE DATA
R = 355.00’
Curve = CRV-48
PI 1056+58.79
D = 37%%d 41’ 10" (LT)
T = 121.15’
L = 233.50’
T = 50.00’
Curve = CRV-49
PI 1058+21.14
D = 32%%d 46’ 39" (RT)
R = 170.00’
L = 97.25’
= 25%%d 22’ 47" (RT)
Curve = CRV-50
PI 1059+42.70
D
R = 330.00’
T = 74.31’
L = 146.18’
Curve = CRV-51
PI 1060+60.84
D = 29%%d 37’ 14" (LT)
R = 175.00’
T = 46.27’
L = 90.47’
= 33%%d 42’ 40" (LT)
Curve = CRV-52
PI 1061+47.46
D
R = 140.00’
T = 42.42’
L = 82.37’
Curve = CRV-53
PI 1062+80.50
D = 12%%d 04’ 37" (RT)
R = 880.00’
T = 93.09’
L = 185.49’
Curve = CRV-54
PI 1064+47.30
D = 15%%d 58’ 51" (RT)
R = 530.00’
T = 74.40’
L = 147.83’
Curve = CRV-55
PI 1066+07.24
D = 6%%d 18’ 27" (RT)
R = 1,570.00’
T = 86.50’
L = 172.84’
GEOMETRIC CONTROL
AND SIGNING PLAN
SCALE IN FEET
0 100
SCALE IN FEET
0 100
N 35%%d 09’ 39" W N 54%%d 25’ 05" W
N 21%%d 45’ 22" W
P C
C
.1
P R
C
.6
P R
C
.1
0 P C
C
.9
P R
C
.5
P C
C
.0
P T
.7
P C
.0
P T
.9
P C
.9
P T
.0
P C
.6
N 31%%d 55’ 50" W
N 21%%d 45’ 22" W
P C
.9
P T
.0
P C
.6
P R
C
.1
P C
C
.4
P R
C
.5
P C
C
.0
P R
C
.4
P C
C
.9
P C
C
.7
P T
.5
P C
.7
MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \D
-P
IR
O
(1 g l.
d g n
:4
:1
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
D5
Sheet 5 of 6
1068+00 to 1096+50
N
N
R = 410.00’
T = 117.43’
Curve = CRV-56
PI 1069+21.17
D = 31%%d 57’ 57" (LT)
L = 228.74’ L = 179.07’
Curve = CRV-57
PI 1072+09.53
D = 80%%d 47’ 18" (RT)
R = 127.00’
T = 108.06’
Curve = CRV-58
PI 1074+30.17
D = 30%%d 46’ 28" (RT)
R = 315.00’
T = 86.69’
L = 169.19’
= 18%%d 57’ 04" (LT)
T = 46.73’
Curve = CRV-59
PI 1077+24.60
D
R = 280.00’
L = 92.61’
T = 40.52’
Curve = CRV-60
PI 1078+11.01
D = 14%%d 53’ 43" (RT)
R = 310.00’
L = 80.59’
= 52%%d 30’ 45" (LT)
Curve = CRV-61
PI 1079+56.40
D
R = 145.00’
T = 71.53’
L = 132.90’
= 29%%d 37’ 51" (RT)
Curve = CRV-62
PI 1080+57.44
D
R = 150.00’
T = 39.67’
L = 77.57’
R = 210.00’
Curve = CRV-63
PI 1082+48.77
D = 17%%d 55’ 52" (LT)
T = 33.13’
L = 65.72’
T = 68.93’
Curve = CRV-64
PI 1083+50.29
D = 49%%d 21’ 48" (RT)
R = 150.00’
L = 129.23’
Curve = CRV-65
PI 1086+01.46
D = 91%%d 23’ 08" (LT)
R = 100.00’
T = 102.45’
L = 159.50’ L = 65.02’
Curve = CRV-66
PI 1087+80.39
D = 27%%d 35’ 39" (RT)
R = 135.00’
T = 33.15’
PI 1089+17.87
Curve = CRV-67
D = 10%%d 08’ 39" (RT)
R = 1,190.00’
T = 105.62’
L = 210.69’
PI 1090+80.06
Curve = CRV-68
D = 5%%d 24’ 20" (LT)
R = 1,210.00’
T = 57.12’
L = 114.16’
C R V -5
CRV-
CRV-58
CRV-59
CRV-60
CRV-61
CRV-62
ALIGNMENT CURVE DATA
ALIGNMENT CURVE DATA
CRV-63 CRV-64
CRV-65
CRV-
CRV-67
CRV-68
M PH.. .
GEOMETRIC CONTROL
AND SIGNING PLAN
SPEED
LIMIT
SCALE IN FEET
0 100
SCALE IN FEET
0 100
D
Curve = CRV-70A
PI 1096+02.73
= 50%%d 01’ 55" (RT)
R = 45.00’
T = 21.00’
L = 39.29’
T = 29.97’
Curve = CRV-70
PI 1095+58.82
D = 67%%d 19’ 43" (LT)
R = 45.00’
L = 52.88’
CRV-69 CRV-70A
CRV-7
T = 50.31’
Curve = CRV-69
PI 1094+28.67
D = 22%%d 45’ 31" (RT)
R = 250.00’
L = 99.30’
P C
.6
N
1% d 5 5’ 5
0" W
N d
W
N 16%%d 48’ 45" E
N 47% d 35’ 13" E
N 43% d 31’ 52" E
N 20%%d 38’ 56" E
P T
.5
P C
.7
1070+00
PT 1070+32.48
PC 1071+01.47
P T
.5
P C
.4
P T
.6
P C
.8
7 P R
C
.4
P T
.0
P C
.8
P R
C
.7
P T
.3
P C
.6
N 20%%d 38’ 56" E
N 52% d 04’ 51" E
N
9% d 1 8’ 1
7" W
N 15%%d 47’ 10" E
N 6%%d 58’ 20" W
P C
.6
P R
C
.3
P T 1084+
10.59
P C
1084+ 99.01
P T
.5
P C
.2
P
C C
.2
P R
C
.9
P T
.1
P C
.3
P T
.6
P C
.8
P R
C 1095+
81.73
P C
C
.0
P R C
.8
MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \D
-P
IR
O
(1 g l.
d g n
:4
:2
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
D6
Sheet 6 of 6
1096+50 to 1105+94.04
N
CRV-74
ALIGNMENT CURVE DATA
GEOMETRIC CONTROL
AND SIGNING PLAN
SCALE IN FEET
0 100
CRV-71
CRV-72 CRV-73
CRV-
CRV-7
CRV-77
PI 1105+72.54
Curve = CRV-77
D = 12%%d 22’ 42" (LT)
R = 320.00’
T = 34.70’
L = 69.13’
R = 100.00’
Curve = CRV-76
PI 1104+80.77
D = 90%%d 50’ 17" (RT)
T = 101.47’
L = 158.54’
T = 86.57’
PI 1103+05.08
D = 52%%d 38’ 32" (LT)
R = 175.00’
L = 160.79’
Curve = CRV-75
D
Curve = CRV-74
PI 1100+31.43
= 3%%d 01’ 55" (LT)
R = 400.00’
T = 10.59’
L = 21.17’
PI 1097+98.53
Curve = CRV-72
D
R = 200.00’
T = 30.64’
L = 60.81’
= 17%%d 25’ 14" (LT)
Curve = CRV-73
PI 1099+81.24
D = 5%%d 40’ 43" (RT)
R = 800.00’
T = 39.68’
L = 79.29’
PI 1096+99.09
Curve = CRV-71
D = 48%%d 04’ 59" (RT)
R = 175.00’
T = 78.07’
L = 146.86’
N 15%%d 47’ 10" E
N 29%%d 09’ 05" E
N 31%%d 47’ 54" E
P C
.8
PRC 1095+81.73
P C
C 1096+
21.03
P R
C
.8
P T
.7
P C
.5
P R
C
.8
P T
.0
P C
.5
PRC 1103+79.29
P R
C 1105+
37.84
P T
.9
MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \D
-P
IR
O
(1 g l.
d g n
:4
:2
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1) D7
PLAN
SCALE IN FEET
0 20 40
0 20 40
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1) D8
PLAN
SCALE IN FEET
0 20 40
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1) D9
PLAN
/1
/2
:4
:4
A M m p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \D
-P
IR
O
(1 p rf
.d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT
SHEET
NO.
PROFILE
MW MI
830+00 to 836+00
Sheet 1 of 2
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
.2
V P
I
E L
.6
-11.559%
-11.000%
50’ VC
K = 90
V
.2
-7.000%
100’ VC
K = 25
V
.5
-9.650%
66’ VC
K = 25
SSD = 440’
.7
1005+00 1006+00 1007+00 1008+00 1009+00 1010+00
1011+00
5050 50 50 50
50 50
D10
Sheet 1 of 2
LBR PROFILE
1004+50 to 1011+50
/2
:4
:5
A
M m p ro je c ts
\p ir o \1
(1 p ro j_ d e v
\c a d d \D
-P
IR
O
(1 p rf
.d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
REG STATE PROJECT
SHEET
NO.
PROFILE
MW MI
830+00 to 836+00
Sheet 1 of 2
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
0+00
20 30 40 50 60 70 80 90
1+00
Sheet 2 of 2
RSS PROFILE
D11
0+00 to 1+04
PICTURED ROCKS NATIONAL LAKESHORE
PRA-PIRO 15(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
PLAN & PROFILE
REG STATE PROJECT
SHEET
NO.
D12
959+00
960+00
CL
D13
DO NOT
ENTER
NOT TO SCALE
N
RV Return Route to H58
MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v
\c a d d \D
-P
IR
O
(1
R V
.d g n :4
:0
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
10+00 11+00 12+00 13+00 14+00
15+00
50 50 50 50 50
.7
MW MI PRA-PIRO 15(1) 1
P M
IS
N
O
/4
D15
Existing Grade
Proposed Grade
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
10+00 TO 15+25.67
/2
/2
:4
:5
P
M m
P ro je ct s\ p ir o \1
(1 p ro j_ d ev
\C A
D D
\D -P
IR
O
(1
P ar k L o t1
.d g n
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
PROFILE
REG STATE PROJECT
SHEET
NO.
PARKING AREA 1 RECONSRUCTION
(SCHEDULE B)
.4
V P
I
.8
+1.904%
+0.571%
40’ VC
K = 30
SSD = 830’
V P
I
.6
+0.571% -0.764%
40’ VC
K = 30
SSD = 828’
V P
I
.4
-0.764%
-2.489%
40’ VC
K = 23
SSD = 646’ 7
.7
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
SCALE IN FEET
0 20 40
D16MW MI PIRO 15(1)
PARKING AREA 2
RECONSTRUCTION & OVERLAY
(SCHEDULE C)
0 50
D17
PARKING AREA OVERLAYS
SCHEDULE D
MW MI
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
PICTURED ROCKS NATIONAL LAKESHORE
/2
/2
:1
:3
A
M M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v
\C A
D D
\K -P
IR
O
(1 x s d
.d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET
NO.
P M
I S
N O
/4
Sheet 1 of 1
DRAINAGE CROSS SECTIONS
MW MI PRA-PIRO 15(1)
NPS
NO.
41916
CL_SG
CP_SG
CP_SG
LC
K1
EROSION CONTROL
NARRATIVE
M1MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \M
-P
IR
O (1 e s .d g n
:4
:2
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
804805806807808809810811
842842
843843
4 854
855 855
864 864
879 879
883884885
804805806807808809810811
842842
843843
4 854
855 855
864 864
879 879
883884885
TB
A R4017
TB
A
R
TB
A R4017
TB
A
R
1009+00
1010+00
MW MI
m
P ro je c ts
\p ir o \1
(1 p ro j_ d e v
\C A
D D
\M
-P
IR
O
(1 e s .d g n
:2
:3
A
M
/2
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
SFSFSFSF
M a tc h L in e S ta
N
N
SCALE IN FEET
0 40
SCALE IN FEET
0 40
M a tc h L in e S ta
Sheet 1 of 3
1005+75 to 1014+75
Match Line Sta. 1009+00
EROSION CONTROL PLAN
M2
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
SCALE IN FEET
0 40
SCALE IN FEET
0 40
M3
EROSION CONTROL PLAN
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
PRA-PIRO 15(1)
SCALE IN FEET
0 40
M4
0 40 EROSION CONTROL PLAN
N1
SCALE IN MILES
0 5
TEMPORARY TRAFFIC
CONTROL PLAN
Sheet 1 of 2
MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v
\c a d d \N
-P
IR
O
(1 tc p .d g n
:4
:5
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
N
N2
R11-2
ROAD
CLOSED
TEMPORARY TRAFFIC
CONTROL PLAN
Sheet 2 of 2
ROAD
CLOSED
R11-2
R11-2
ROAD
CLOSED
MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v
\c a d d \N
-P
IR
O
(1 tc p .d g n
:4
:5
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
STANDARD
U.S. CUSTOMARY STANDARD
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
STANDARD APPROVED FOR USE 6/2005
REVISED: 6/2007
SILT FENCE
157-1
S1MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \S td -D e t\ s t1 x .d g n
:4
:0
A
M /1
/2
REG STATE PROJECT SHEET NO.
157-2
TEMPORARY
INLET PROTECTION
STANDARD
U.S. CUSTOMARY STANDARD
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
STANDARD APPROVED FOR USE 6/2005
REVISED:
S2MW MI
P ro je c ts
\p ir o \1
(1 p ro j_ d e v
\C A
D D
\S td
-D e t\ s t1 x
.d g n
:5
:4
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
E204-01
U.S. CUSTOMARY DETAIL
DETAILDETAIL APPROVED FOR USE
CUT AND FILL
SLOPE TRANSITIONS
REVISED: 02/08
S3MW MI
p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \S td -D e t\ s t2 x d e ta il .d g n
:4
:0
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
E204-02A
BENCHING DETAIL
REVISED: 06/07
S4MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \S td -D e t\ s t2 x A d e ta il .d g n
:4
:0
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
E251-01A
REVISED: 05/07
LOOSE RIPRAP AT
CULVERT OR DITCH
x
D
D x
1’ -6
1’ -6
S5MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \S td -D e t\ s t2 x A d e ta il .d g n
:4
:0
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
DETAIL
S6
GLACIAL BOULDER
E251-B
MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \s td -d e t\ s t2 x B d e ta il .d g n
:4
:1
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
REVISED: 06/99 04/07
DETAIL APPROVED FOR USE
Sheet 1 of 2
REINFORCED SOIL SLOPE (RSS)
S7
255-A m p ro je c ts
\p ir o \1
(1 p ro j_ d e v
\c a d d \S td -D e t\ s t2 x d e ta il .d g n
:4
:1
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
REVISED: 06/99 04/07
S8
Sheet 2 of 2
REINFORCED SOIL SLOPE (RSS)
255-A m p ro je c ts
\p ir o \1
(1 p ro j_ d e v
\c a d d \S td -D e t\ s t2 x d e ta il .d g n
:4
:1
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
DETAILSTANDARD APPROVED FOR USE --/----
REVISED: 03/07
E620-01
STONE MASONRY HEADWALLS
FOR SMALL PIPE CULVERTS
U.S. CUSTOMARY DETAIL
S9MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v
\c a d d \s td -d e t\ s t6 x d e ta il .d g n
:4
:3
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
E602-07
DETAIL APPROVED FOR USE 02/2007
CONCRETE PIPE
CULVERT INSTALLATION
REVISED: 04/02 904/07
S10
Piping plug p ro je c ts
\p ir o \1
(1 p ro j_ d e v
\c a d d \S td -D e t\ s t6 x d e ta il .d g n
:4
:1
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
REVISED: 10/07
E604-01
INLET, TYPE 4A, 4B, and 4C
S11MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \S td -D e t\ s t6 x d e ta il .d g n
:4
:2
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
E619-03A
REVISED: 1/08
WOOD
BOLLARD
Existing ground
2’
3’
1/2 "
4"
1/2 " (typ.)
S12MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \S td -D e t\ s t6 x d e ta il .d g n
:4
:3
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
E629-01A
REVISED: 1/08
SLOPE STABILIZATION
WITH MATTING
S13 p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \S td -D e t\ s t6 x d e ta il .d g n
:4
:3
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
E629-02
Erosion stop (check slot): Every 50 ft, bury fold of mat in slit trench and tamp;
fasten with double row of fasteners.
See Section A-A
DITCH STABILIZATION
WITH MATTING
REVISED: 06/00 10/07
S14 p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \S td -D e t\ s t6 x d e ta il .d g n
:4
:3
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
E633-01
REVISED: 03/07
SIGN
STRUCTURES
S15
STOP
SPEED
LIMIT
M PH
MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v
\c a d d \S td -D e t\ s t6 x d e ta il .d g n
:4
:4
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
E635-01
DETAIL APPROVED FOR USE 02/2007
(m in
CONSTRUCTION TRAFFIC
CONTROL SIGN MOUNTING
U.S. CUSTOMARY DETAIL
REVISED: 02/07 06/07 02/08
S16
ROAD
AHEAD
WORK
ROAD
CLOSED
DETOUR 35
M PH.. .
M PH.. .
CLOSED
RIGHT LANE
AHEAD
M PH.. .
DETOUR
AHEAD
M PH.. .
MW MI
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v
\c a d d \S td -D e t\ s t6 x d e ta il .d g n
:4
:4
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
PICTURED ROCKS NATIONAL LAKESHORE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
E635-A
SPECIAL CONSTRUCTION SIGN
S17MW MI PIRO 15(1)
m p ro je c ts
\p ir o \1
(1 p ro j_ d e v \c a d d \S td -D e t\ s t6 x A d e ta il .d g n
:4
:5
A
M /1
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
REG STATE PROJECT SHEET NO.
P M
I S
N O
/4
I S
N O
/4
00 1010 2020 3030
/2
:0
:5
A
M M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v \C
A D
D \T
-P
IR
O (1 x s s .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
CROSS SECTIONS
REG STATE PROJECT SHEET
NO.
P M
I S
N O
/4
6895 895
900 900
905 905
910 910
915 915
890 890
895 895
900 900
905 905
910 910
915 915
00 1010 2020 3030
890 890
895 895
900 900
905 905
910 910
885 885
890 890
895 895
900 900
905 905
910 910
MW MI T1
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
1005+50.00 TO 1006+25.00
PRA-PIRO 15(1)
Sta. 1005+50.00 R 1
Overlay Grade = 902.40
Original Ground = 901.87
Milled Grade = 901.87
CL
+3.00% -3.00%
CL_SG
CP_SG
CP_SG
E d g e o f E x is t R o a d w a y
E d g e o f E x is t R o a d w a y
1:21:2
CL_SG
Sta. 1005+75.00 R 1
Des. Grade = 899.27
Subgrade = 898.27
Orig. Grnd. = 899.02
CL
2223SHLD_SGFM_SSGBDTHPC
SSCCP_SG
+3.00% -3.00%
1:2
SHLD_SGFM_SSG
SSCCP_SG
Special Ditch Profile
Elevation = 897.79
-D it c h B o tt o m
CL_SG
Sta. 1006+00.00 R 1
Des. Grade = 896.38
Subgrade = 895.38
Orig. Grnd. = 896.06
CL
2223SHLD_SGFM_SSGBDTHPC
SSCCP_SG
+3.00% -3.00%
1:2
SHLD_SGFM_SSG
BDTHPC
SSCCP_SG
Special Ditch Profile
Elevation = 894.70
-D it c h B o tt o m
CL_SG
Sta. 1006+25.00 R 1
Des. Grade = 893.49
Subgrade = 892.49
Orig. Grnd. = 893.05
CL
2223SHLD_SGFM_SSGBDTHPC
SSCCP_SG
+3.00% -3.00%
1:2
SHLD_SGFM_SSG
BDTHPC
SSCCP_SG
Special Ditch Profile
Elevation = 891.50
-D it c h B o tt o
I S
N O
/4
/2
:5
A
M M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v \C
A D
D \T
-P
IR
O (1 x s s .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
CROSS SECTIONS
REG STATE PROJECT SHEET
NO.
P M
I S
N O
/4
6880 880
885 885
890 890
895 895
900 900
905 905
910 910
880 880
885 885
890 890
895 895
900 900
905 905
00 1010 2020 3030
875 875
880 880
885 885
890 890
895 895
875 875
880 880
885 885
890 890
895 895
MW MI T2
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
1006+50.00 TO 1007+25.00
PRA-PIRO 15(1)
CL_SG
Sta. 1006+50.00 R 1
Des. Grade = 890.63
Subgrade = 889.63
Orig. Grnd. = 890.15
CL
2223SHLD_SGFM_SSGBDTHPC
SSCCP_SG
+3.00% -3.00%
1:2
SHLD_SGFM_SSG
BDTHPC
SSCCP_SG
Special Ditch Profile
Elevation = 888.34
-D it c h B o tt o m
CL_SG
Sta. 1006+75.00 R 1
Des. Grade = 887.85
Subgrade = 886.85
Orig. Grnd. = 887.23
CL
2223SHLD_SGFM_SSGBDTHPC
SSCCP_SG
+3.00% -3.00%
1:2
SHLD_SGFM_SSG
SSCCP_SG
Special Ditch Profile
Elevation = 885.24
-D it c h B o tt o m
CL_SG
Sta. 1007+00.00 R 1
Des. Grade = 885.10
Subgrade = 884.10
Orig. Grnd. = 884.42
CL
2223SHLD_SGFM_SSGHPF
SSFCP_SG
+3.00% -3.00%
1:2
SHLD_SGFM_SSG
SSCCP_SG
Special Ditch Profile
Elevation = 882.25
-D it c h B o tt o m
CL_SG
Sta. 1007+25.00 R 1
Des. Grade = 882.35
Subgrade = 881.35
Orig. Grnd. = 881.62
CL
2223SHLD_SGFM_SSGHPF
SSFCP_SG
+3.00% -3.00%
1:2
SHLD_SGFM_SSG
BDTHPC
SSCCP_SG
Special Ditch Profile
Elevation = 879.66
-D it c h B o tt
I S
N O
/4
/2
:5
A
M M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v \C
A D
D \T
-P
IR
O (1 x s s .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
CROSS SECTIONS
REG STATE PROJECT SHEET
NO.
P M
I S
N O
/4
6870 870
875 875
880 880
885 885
870 870
875 875
880 880
885 885
890 890
00 1010 2020 3030
865 865
870 870
875 875
880 880
885 885
890 890
865 865
870 870
875 875
880 880
885 885
890 890
MW MI T3
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
1007+50.00 TO 1008+25.00
PRA-PIRO 15(1)
CL_SG
Sta. 1007+50.00 R 1
Des. Grade = 879.60
Subgrade = 878.60
Orig. Grnd. = 879.13
CL
2223SHLD_SGFM_SSGBDTHPC
SSCCP_SG
+3.00% -3.00%
1:2
SHLD_SGFM_SSG
BDTHPC
SSCCP_SG
Special Ditch Profile
Elevation = 876.96
-D it c h B o tt o m
CL_SG
Sta. 1007+75.00 R 1
Des. Grade = 876.85
Subgrade = 875.85
Orig. Grnd. = 876.73
CL
2223SHLD_SGFM_SSGBDTHPC
SSCCP_SG
+3.00% -3.00%
1:2
SHLD_SGFM_SSG
BDTHPC
SSCCP_SG
Special Ditch Profile
Elevation = 874.34
-D it c h B o tt o m
CL_SG
Sta. 1008+00.00 R 1
Des. Grade = 874.21
Subgrade = 873.21
Orig. Grnd. = 874.71
CL
2223SHLD_SGFM_SSGBDTHPC
SSCCP_SG
+3.00% -3.00%
1:2
SHLD_SGFM_SSG
BDTHPC
SSCCP_SG
Special Ditch Profile
Elevation = 871.78
-D it c h B o tt o m
CL_SG
Sta. 1008+25.00 R 1
Des. Grade = 871.83
Subgrade = 870.83
Orig. Grnd. = 872.79
CL
2223SHLD_SGFM_SSGBDTHPC
SSCCP_SG +3.00% -3.00%
1:2
SHLD_SGFM_SSG
SSCCP_SG
Special Ditch Profile
Elevation = 867.25
-D it c h B o tt
I S
N O
/4
/2
:5
A
M M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v \C
A D
D \T
-P
IR
O (1 x s s .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
CROSS SECTIONS
REG STATE PROJECT SHEET
NO.
P M
I S
N O
/4
6860 860
865 865
870 870
875 875
880 880
885 885
860 860
865 865
870 870
875 875
880 880
885 885
890 890
00 1010 2020 3030
855 855
860 860
865 865
870 870
875 875
880 880
885 885
890 890
855 855
860 860
865 865
870 870
875 875
880 880
MW MI T4
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
1008+50.00 TO 1009+25.00
PRA-PIRO 15(1)
CL_SG
Sta. 1008+50.00 R 1
Des. Grade = 869.70
Subgrade = 868.70
Orig. Grnd. = 871.09
CL
2223SHLD_SGFM_SSGBDTHPC
SSCCP_SG +3.00% -3.00%
23SHLD_SGFM_SSGHPF
SSFCP_SG
1:2
CL_SG
Sta. 1008+75.00 R 1
Des. Grade = 867.81
Subgrade = 866.81
Orig. Grnd. = 869.44
CL
2223SHLD_SGFM_SSGBDTHPC
SSCCP_SG +3.00% -3.00%
1:2
SHLD_SGFM_SSGBDT
CP_SGSSC
1:20
CL_SG
Sta. 1009+00.00 R 1
Des. Grade = 866.06
Subgrade = 865.06
Orig. Grnd. = 867.30
CL
2223SHLD_SGFM_SSGBDTHPC
SSCCP_SG
+3.00% -3.00%
23SHLD_SGFM_SSGHPF
SSFCP_SG
1:2
CL_SG
Sta. 1009+25.00 R 1
Des. Grade = 864.30
Subgrade = 863.30
Orig. Grnd. = 864.90
CL
2223SHLD_SGFM_SSGBDTHPC
SSCCP_SG
+3.00% -3.00%
1:2
SHLD_SGFM_SSGBDT
CP_SGSSC
1:20
I S
N O
/4
00 1010 2020 30
/2
:5
A
M M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v \C
A D
D \T
-P
IR
O (1 x s s .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
CROSS SECTIONS
REG STATE PROJECT SHEET
NO.
P M
I S
N O
/4
6850 850
855 855
860 860
865 865
870 870
875 875
880 880
850 850
855 855
860 860
865 865
870 870
875 875
880 880
00 1010 2020 3030
850 850
855 855
860 860
865 865
870 870
875 875
880 880
840 840
845 845
850 850
855 855
860 860
865 865
870 870
875 875
MW MI T5
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
1009+30.00 TO
1010+00.00
PRA-PIRO 15(1)
CL_SG
Sta. 1009+30.00 R 1
Des. Grade = 863.93
Subgrade = 862.93
Orig. Grnd. = 864.41
CL
2223SHLD_SGFM_SSGBDTHPC
SSCCP_SG
+3.00% -3.00%
1:2
SHLD_SGFM_SSGBDT
CP_SGSSC
1:20
CL_SG
Sta. 1009+50.00 R 1
Des. Grade = 862.34
Subgrade = 861.34
Orig. Grnd. = 862.40
CL
2223SHLD_SGFM_SSGBDTHPC
SSCCP_SG
+3.00% -3.00%
1:2
SHLD_SGFM_SSGHPF
SSFCP_SG
1:2
CL_SG
Sta. 1009+75.00 R 1
Des. Grade = 860.14
Subgrade = 859.14
Orig. Grnd. = 859.91
CL
2223SHLD_SGFM_SSGBDTHPC
+3.00% -3.00%
1:2
SHLD_SGFM_SSGHPF
SSFCP_SG
1:2
CL_SG
Sta. 1010+00.00 R 1
Des. Grade = 857.74
Subgrade = 856.74
Orig. Grnd. = 857.49
CL
2223SHLD_SGFM_SSGBDTHPC
SSCCP_SG
+3.00% -3.00%
1:2
SHLD_SGFM_SSGBDT
CP_SGSSC
1:20
I S
N O
/4
/2
:5
A
M M
P ro je c ts
\p ir o \1
(1 p ro j_ d e v \C
A D
D \T
-P
IR
O (1 x s s .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
CROSS SECTIONS
REG STATE PROJECT SHEET
NO.
P M
I S
N O
/4
6840 840
845 845
850 850
855 855
860 860
865 865
870 870
875 875
00 1010 2020 3030
840 840
845 845
850 850
855 855
860 860
865 865
870 870
845 845
850 850
855 855
860 860
865 865
870 870
MW MI T6
PICTURED ROCKS NATIONAL LAKESHORE
LITTLE BEAVER ROAD
1010+08.66 TO 1010+50.00
PRA-PIRO 15(1)
Sta. 1010+08.66 R 1
Overlay Grade = 857.15
Original Ground = 856.65
Milled Grade = 856.65
CL
+3.00% -3.00%
CL_SG
CP_SG
BPS30
-3.00%
31EPS
1:4
SHLD_SGFM_SSG
TW
OG
SSWCP_SG
MSEBF2
FLPBLP
FWBL
FBWBBW
MSEBF3
MSEBF1
E d g e o f E x is t R o a d w a y
E d g e o f E x is t R o a d w a y
Sta. 1010+25.00 R 1
Overlay Grade = 855.57
Original Ground = 855.07
Milled Grade = 855.07
CL
+3.00% -3.00%
CL_SG
CP_SG
BPS30
-3.00%
31EPS
1:4
SHLD_SGFM_SSG
TW
OG
SSWCP_SG
MSEBF2
FLPBLP
FWBL
FBWBBW
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