Plans.pdf
PDF 13 MB Posted
- Attached to
- Noxubee National Wildlife Refuge Federal contract opportunity
- Solicitation number
- DTFH71-09-B-00015
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Plans
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| File | Type | Posted |
|---|---|---|
| Amendmet 002.pdf | ||
| Amendment 001.pdf | ||
| REV__SB subcontract plan revised.doc | DOC document | |
| ARRA Sign Pictographs.pdf | ||
| FP03 Errata.pdf | ||
| ADV_Bidder's Qualifications Form.doc | DOC document | |
| FP03_Eng .pdf | ||
| IFB Solicitation.pdf | ||
| Pavement Report.pdf | ||
| FBO Ready Synopsis.doc | DOC document |
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R/W R/W
R/W R/W
P/E C/E
No Symbol
TB or TP
P P or
W W
P/E C/E
No Symbol
TB or TP
P P or or
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
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
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
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
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
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
A2
NATIONAL PARK, REFUGE
or FOREST BOUNDARY
SACP - SUPERPAVE ASPHALT CONCRETE PAVEMENT
NMSA - NOMINAL MAXIMUM SIZE AGGREGATE
ESAL - EQUIVALENT SINGLE AXLE LOADS
CO - CONTRACTING OFFICER
OM - OBJECT MARKER
SIGN
STATE ROUTE
FLAG
TYPE A WARNING LIGHT
BARRICADE TYPE 3
INTERSTATE ROUTE
RED CONSTRUCTION
MAJOR DETOUR
TYPE B WARNING LIGHT
TRAFFIC CONTROL LEGEND
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M m p ro je c ts
\r e fu g e \m s \n x b (1 p ro j_ d e v \c a d d \A
-n x b (1 s y m
.d g n
SE MS
REG STATE PROJECT SHEET NO.
FWS-NXB 10(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
NOXUBEE NATIONAL WILDLIFE REFUGE
LOCATION MAP
SCALE IN MILES
20 4
A3
N
Schedule A
Schedule A
Schedule A
1541+00 To 1610+00
1200+00 To 1328+50
1328+50 To 1541+00
953+00 To 1158+00
350+00 To 624+43
Schedule B
1610+00 To 1683+00
Option 2
Option 1
/1
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A
M m p ro je c ts
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B
(1 lo c .d g n
SE MS
REG STATE PROJECT SHEET NO.
FWS-NXB 10(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
B1
CL
CL
TYPICAL SECTIONS
(SCHEDULE A)
Ditch
Ditch
(SCHEDULE A,B & OPTION 1)
See Plan For Locations
1154+85 to 1157+00 Curve Widening
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B
(1 ty p .d g n
SE MS
REG STATE PROJECT SHEET NO.
FWS-NXB 10(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
B2
TYPICAL SECTIONS
(SCHEDULE A)
(OPTION 1)
(SCHEDULE B)
4" Underdrain see note 4
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(1 ty p .d g n
SE MS
REG STATE PROJECT SHEET NO.
FWS-NXB 10(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
B3
TYPICAL SECTIONS
(OPTION 2)
BL
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A M
M
P ro je c ts
\r e fu g e \m s \n x b (1 p ro j_ d e v \C
A D
D \B
-N X
B (1 ty p .d g n
SE MS
REG STATE PROJECT SHEET NO.
FWS-NXB 10(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
TABULATION OF QUANTITIES
C2
OPTION 1 OPTION 2
OPTION 1 & 2
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 ‡ 755 ‡ 800 ‡
‡15706-0200‡SOIL EROSION CONTROL, CHECK DAM ‡ EACH ‡ ‡ 50 ‡
‡20302-2100‡REMOVAL OF PIPE CULVERT ‡ LNFT ‡ 36 ‡ 40 ‡
‡20303-1600‡REMOVAL OF PAVEMENT, ASPHALT ‡ SQYD ‡ 850 ‡ 900 ‡
‡20401-0000‡ROADWAY EXCAVATION ‡ CUYD ‡ 189 ‡ 200 ‡
‡30101-0000‡AGGREGATE BASE ‡ TON ‡ 1145 ‡ 1,260 ‡
‡30301-3000‡SHOULDER AND DITCH RECONDITIONING ‡ STA ‡ 425.00 ‡ 425.00 ‡
‡40101-0500‡SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 0.3 MILLION ESAL ‡ ‡ ‡ ‡
‡ ‡Type IV Smothness ‡ TON ‡ 5150 ‡ 5,700 ‡
‡40101-0900‡SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡
‡ ‡AGGREGATE, 0.3 MILLION ESAL ‡ TON ‡ 116 ‡ 130 ‡
‡60201-0600‡18-INCH PIPE CULVERT ‡ LNFT ‡ 32 ‡ 34 ‡
‡60201-0800‡24-INCH PIPE CULVERT ‡ LNFT ‡ 10 ‡ 10 ‡
‡60201-1000‡36-INCH PIPE CULVERT ‡ LNFT ‡ 38 ‡ 40 ‡
‡60210-0600‡END SECTION FOR 18-INCH PIPE CULVERT ‡ EACH ‡ 2 ‡ 2 ‡
‡60210-0800‡END SECTION FOR 24-INCH PIPE CULVERT ‡ EACH ‡ 2 ‡ 2 ‡
‡60210-1000‡END SECTION FOR 36-INCH PIPE CULVERT ‡ EACH ‡ 2 ‡ 2 ‡
‡60501-0000‡STANDARD UNDERDRAIN SYSTEM ‡ LNFT ‡ 300 ‡ 320 ‡
‡62501-0000‡TURF ESTABLISHMENT ‡ ACRE ‡ 4.8 ‡ 5.0 ‡
‡62901-1000‡ROLLED EROSION CONTROL PRODUCT, TYPE 3.B ‡ SQYD ‡ 24 ‡ 30 ‡
‡63401-0300‡PAVEMENT MARKINGS, TYPE B, SOLID ‡ LNFT ‡ 63750 ‡ 66,900 ‡
‡63401-0400‡PAVEMENT MARKINGS, TYPE B, BROKEN ‡ LNFT ‡ 21250 ‡ 22,300 ‡
‡63506-0500‡TEMPORARY TRAFFIC CONTROL, FLAGGER ‡ HOUR ‡ 272 ‡ 290 ‡
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 ‡ 8233 ‡ 8,600 ‡
‡15706-0200‡SOIL EROSION CONTROL, CHECK DAM ‡ EACH ‡ ‡ 80 ‡
‡20101-0000‡CLEARING AND GRUBBING ‡ ACRE ‡ 14.5 ‡ 15.0 ‡
‡20302-2100‡REMOVAL OF PIPE CULVERT ‡ LNFT ‡ 216 ‡ 230 ‡
‡20401-0000‡ROADWAY EXCAVATION ‡ CUYD ‡ 4744 ‡ 5,000 ‡
‡30110-0000‡AGGREGATE SURFACE COURSE ‡ TON ‡ 16584 ‡ 18,200 ‡
‡30301-5000‡AGGREGATE SURFACE RECONDITIONING ‡ STA ‡ 275.00 ‡ 275.00 ‡
‡60201-0800‡24-INCH PIPE CULVERT ‡ LNFT ‡ 288 ‡ 300 ‡
‡60201-1000‡36-INCH PIPE CULVERT ‡ LNFT ‡ 36 ‡ 40 ‡
‡60210-0800‡END SECTION FOR 24-INCH PIPE CULVERT ‡ EACH ‡ 16 ‡ 16 ‡
‡60210-1000‡END SECTION FOR 36-INCH PIPE CULVERT ‡ EACH ‡ 2 ‡ 2 ‡
‡62501-0000‡TURF ESTABLISHMENT ‡ ACRE ‡ 6.2 ‡ 6.4 ‡
‡62901-1000‡ROLLED EROSION CONTROL PRODUCT, TYPE 3.B ‡ SQYD ‡ 64 ‡ 70 ‡
‡63502-0600‡TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 ‡ EACH ‡ 10 ‡ 10 ‡
‡63502-1500‡TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A ‡ EACH ‡ 20 ‡ 20 ‡
‡63502-1600‡TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B ‡ EACH ‡ 15 ‡ 15 ‡
‡63504-1000‡TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN ‡ SQFT ‡ 435 ‡ 460 ‡
‡64501-0000‡LOCATE UTILITIES ‡ LPSM ‡ ALL ‡ ALL ‡
SE MS FWS-NXB 10(1)
m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \C
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B
(1 q ty .d g n
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P
M
/9 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REG STATE PROJECT SHEET NO.
C3
MILEAGE TABULATION
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(1 p ro j_ d e v
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(1 q ty .d g n
SE MS
REG STATE PROJECT SHEET NO.
FWS-NXB 10(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
C4
SCHEDULE A
EROSION CONTROL
SCHEDULE
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(1 p ro j_ d e v
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B
(1 q ty .d g n
SE MS
REG STATE PROJECT SHEET NO.
FWS-NXB 10(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
C5
EROSION CONTROL
SCHEDULE A & B
SCHEDULE
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(1 p ro j_ d e v
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B
(1 q ty .d g n
SE MS
REG STATE PROJECT SHEET NO.
FWS-NXB 10(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
C6
OPTION 1 & 2
SCHEDULE
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(1 p ro j_ d e v
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B
(1 q ty .d g n
SE MS
REG STATE PROJECT SHEET NO.
FWS-NXB 10(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
C7
EARTHWORK & PAVING
SCHEDULE
p ro je c ts
\r e fu g e \m s \n x b
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B
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U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
C8
EARTHWORK & PAVING
SCHEDULE A
SCHEDULE
p ro je c ts
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U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
C9
SCHEDULE B & OPTION 1
SCHEDULE
p ro je c ts
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U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
C10
OPTION 2
SCHEDULE
p ro je c ts
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U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
C11
DRAINAGE
SCHEDULE A & OPTION 1
SCHEDULE
p ro je c ts
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U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
C12
DRAINAGE
SCHEDULE
OPTION 2
p ro je c ts
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U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
PERMANENT SIGN
C13
SUMMARY
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(1 q ty .d g n
SE MS
REG STATE PROJECT SHEET NO.
FWS-NXB 10(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
D1
BLUFF LAKE ROAD
SCALE IN FEET
0 100 200
N
N
953+00 TO 1006+00
953+00 Limit of work Schedule A
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(1 p ln .d g n
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FWS-NXB 10(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
PLAN
D2
N N
BLUFF LAKE ROAD
SCALE IN FEET
0 100 200
1006+00 TO 1062+00
1200+00
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M m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
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B
(1 p ln .d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
D3
N
BLUFF LAKE ROAD
SCALE IN FEET
0 100 200
1062+00 TO 1118+00
0 1
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(1 p ro j_ d e v
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(1 p ln .d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
D4
N
SCALE IN FEET
0 100 200
BLUFF LAKE ROAD
1118+00 TO 1158+00
1158+00 Limit of work Schedule A
0 1160+00
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\r e fu g e \m s \n x b (1 p ro j_ d e v \c a d d \D
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.d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
E1
SCALE IN FEET
0 100 200
N
N
BROOKSVILLE LOUISVILLE RD
1200+00 TO 1254+00
1230+
/9
/2
:0
:3
P
M m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \E
-N X
B
(1 p ln .d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
E2
N
SCALE IN FEET
0 100 200
BROOKSVILLE LOUISVILLE RD
1254+00 TO 1310+00
1260+
/9
/2
:0
:3
P
M m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \E
-N X
B
(1 p ln .d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
E3
N
SCALE IN FEET
0 100 200
BROOKSVILLE LOUISVILLE RD
1310+00 TO 1366+00
LIMIT OF
SCHEDULE A
BEGIN
OPTION 1
/9
/2
:0
:3
P
M m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \E
-N X
B
(1 p ln .d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
E4
N
SCALE IN FEET
0 100 200
BROOKSVILLE LOUISVILLE RD
1366+00 TO 1422+00
/9
/2
:0
:3
P
M m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \E
-N X
B
(1 p ln .d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
E5
N
SCALE IN FEET
0 100 200
BROOKSVILLE LOUISVILLE RD
1422+00 TO 1478+00
/9
/2
:0
:3
P
M m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \E
-N X
B
(1 p ln .d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
E6
N
SCALE IN FEET
0 100 200
BROOKSVILLE LOUISVILLE RD
1478+00 TO 1534+00
/9
/2
:0
:3
P
M m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \E
-N X
B
(1 p ln .d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
E7
N
SCALE IN FEET
0 100 200
BROOKSVILLE LOUISVILLE RD
1534+00 TO 1590+00
END
SCHEDULE AOPTION 1
LIMIT OF
0 1
/9
/2
:0
:3
P
M m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \E
-N X
B
(1 p ln .d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
E8
N
SCALE IN FEET
0 100 200
BROOKSVILLE LOUISVILLE RD
1590+00 TO 1646+00
SCHEDULE B
LIMIT OF
/9
/2
:0
:4
P
M m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \E
-N X
B
(1 p ln .d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
E9
N
SCALE IN FEET
0 100 200
BROOKSVILLE LOUISVILLE RD
1646+00 TO 1683+00
/9
/2
:0
:4
P
M m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \E
-N X
B
(1 p ln .d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
F1
N
SCALE IN FEET
0 100 200
SECTION LINE ROAD
350+00 TO 404+00
OPTION 2
WTT
/1
/2
:0
:4
A
M M
P ro je c ts
\r e fu g e \m s \n x b (1 p ro j_ d e v \C
A D
D \F
-N X
B (1 p ln
.d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
PLAN
W
F2
SCALE IN FEET
0 100 200
SECTION LINE ROAD
N
N
404+00 TO 460+00
OPTION 2
/9
/2
:0
:4
P
M m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \F
-N X
B
(1 p ln .d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
F3
N
SCALE IN FEET
0 100 200
SECTION LINE ROAD
460+00 TO 516+00
OPTION 2
/9
/2
:0
:4
P
M m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \F
-N X
B
(1 p ln .d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
F4
N
SCALE IN FEET
0 100 200
SECTION LINE ROAD
516+00 TO 572+00
OPTION 2
/9
/2
:0
:4
P
M m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \F
-N X
B
(1 p ln .d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
F5
N
SCALE IN FEET
0 100 200
SECTION LINE ROAD
572+00 TO 624+43
OPTION 2
/1
/2
:0
:1
A M
M
P ro je c ts
\r e fu g e \m s \n x b (1 p ro j_ d e v \C
A D
D \F
-N X
B (1 p ln
.d g
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
M1
NARRATIVE
/9
/2
:0
:5
P
M m p ro je c ts
\r e fu g e \m s \n x b (1 p ro j_ d e v \c a d d \M
-N X
B (1 e s .d g n
SE MS
REG STATE PROJECT SHEET NO.
FWS-NXB 10(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
N1
OPTION 2
SECTION LINE ROAD
TRAFFIC CONTROL
SIGN PLAN
E w in g R d
T r ip le tts
P a s tu r e R d
DETOUR
M4-9(R)
M4-8A M4-9M
1 2
END
DETOUR
DETOUR
DETOUR
M4-9(L)
R11-2
Mounted on Barricade
ROAD
CLOSED
W20-2 W20-2
DETOUR
1000 FT
DETOUR
500 FT
DETOUR
M4-10(R)
5.9"36.2"5.9"4’-0" 7"4"C7"1’-6"BORDERR=1.5"TH=0.63"IN=0.47"
SECTION LINE RD SECTION LINE RD
SECTION LINE RD SECTION LINE RD
R11-3A
ROAD CLOSED
LOCAL TRAFFIC ONLY
MILE AHEAD12
R11-3A
ROAD CLOSED
MILE AHEAD1
SECTION LINE RD
R11-3A
ROAD CLOSED
LOCAL TRAFFIC ONLY
MILE AHEAD2
SCALE IN MILES
2.50 5
/1
/2
:2
:5
A
M m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \N
-N X
B
(1 tc p .d g n
SE MS
REG STATE PROJECT SHEET NO.
FWS-NXB 10(1)
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
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
S1SE MS FWS-NXB 10(1)
m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \S td -D e t\ s t1
.d g n
:0
:0
P M
/9
/2
TEMPORARY
DIVERSION CHANNELS
157-5A
S2
DETAIL
U.S. CUSTOMARY DETAIL
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
DETAIL APPROVED FOR USE 6/2005
REVISED: 6/2007
p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \S td -D e t\ s t1
.d g n
:0
:0
P M
/9
/2
E157-06
U.S. CUSTOMARY DETAIL
DETAILDETAIL APPROVED FOR USE
CHECK DAM
WITH EROSION CONTROL MAT
REVISED: 06/99 04/07 07/07
S3
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
SE MS FWS-NXB 10(1)
m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \S td -D e t\ s t1 d e ta il .d g n
:0
:0
P
M
/9 /2
E401-01
DETAIL
REVISED: 07/07
DETAIL APPROVED FOR USE
PAVEMENT
TRANSITIONS
S4SE MS FWS-NXB 10(1)
TITLE
p ro je c ts
\r e fu g e \m s \n x b (1 p ro j_ d e v \c a d d \S td -D e t\ s t4 d e ta il .d g n
:0
:1
P
M
/9 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
S5
C of existing roadwayL
Varies
Varies
Match existing roadway
Edge of pavement
APRON DETAIL
2 or 4 ft
R = 25 ft or match existingR = 25 ft or match existing
REVISED: 07/07
DETAIL APPROVED FOR USE DETAIL
E401-A
C of existing roadway
Varies
2 ft
CROSS ROAD
PULL OFF
Cross Road
Edges of roadway pavement
Edges of roadway pavement
Edge of pavement
Existing pull off
Varies - Match existing pull off
L
SE MS FWS-NXB 10(1)
p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \s td -d e t\
S -N
X B
(1 p ln
.d g n :0
:1
P
M /9
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
601-5
CONCRETE HEADWALL/WINGWALL
FOR SINGLE NORMAL
42" TO 84" PIPE CULVERT
STANDARD
U.S. CUSTOMARY STANDARD
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
REVISED:
S6 p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \S td -D e t\ s t6
.d g n
:0
:1
P M
/9
/2
601-7
CONCRETE HEADWALL/WINGWALL
FOR MULTIPLE NORMAL
42" TO 84" PIPE CULVERT
STANDARD
U.S. CUSTOMARY STANDARD
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
REVISED:
SE MS FWS-NXB 10(1) S7
p ro je c ts
\r e fu g e \m s \n x b (1 p ro j_ d e v \c a d d \S td -D e t\ s t6
.d g n
:0
:1
P
M
/9 /2
METAL PIPE CULVERT
602-1
STANDARD
U.S. CUSTOMARY STANDARD
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
STANDARD APPROVED FOR USE 12/1993
REVISED: 4/1994 6/2005
S8SE MS FWS-NXB 10(1)
p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \S td -D e t\ s t6
.d g n
:0
:2
P M
/9
/2
METAL AND PLASTIC
PIPE CULVERT BEDDING
602-3
STANDARD
U.S. CUSTOMARY STANDARD
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
S9
SE MS FWS-NXB 10(1)
m p ro je c ts
\r e fu g e \m s \n x b (1 p ro j_ d e v \c a d d \S td -D e t\ s t6
.d g n
:0
:3
P
M
/9 /2
602-5
PLASTIC PIPE CULVERT
STANDARD
U.S. CUSTOMARY STANDARD
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
S10SE MS FWS-NXB 10(1)
p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \S td -D e t\ s t6
.d g n :0
:3
P
M
/9 /2
E602-07
DETAIL APPROVED FOR USE 02/2007
CONCRETE PIPE
CULVERT INSTALLATION
REVISED: 04/02 904/07
S11
Piping plug p ro je c ts
\r e fu g e \m s \n x b (1 p ro j_ d e v \c a d d \s td -d e t\ s t6 d e ta il .d g n
:0
:4
P
M
/9 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
E605-01
REVISED: 1/08
DETAIL APPROVED FOR USE
DIAMETER (D) MINIMUM
WIDTH (W)
UNDERDRAIN, FOR
PAVEMENT AND DITCHES
S12SE MS FWS-NXB 10(1)
p ro je c ts
\r e fu g e \m s \n x b (1 p ro j_ d e v \c a d d \s td -d e t\ s t6 d e ta il .d g n
:0
:4
P
M
/9 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
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
S13
ROAD
AHEAD
WORK
ROAD
CLOSED
DETOUR 35
M PH.. .
M PH.. .
CLOSED
RIGHT LANE
AHEAD
M PH.. .
DETOUR
AHEAD
M PH.. .
SE MS FWS-NXB 10(1)
p ro je c ts
\r e fu g e \m s \n x b (1 p ro j_ d e v \c a d d \S td -D e t\ s t6 d e ta il .d g n
:0
:4
P
M
/9 /2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
635-6
TEMPORARY TRAFFIC CONTROL
SINGLE LANE CLOSURE LAYOUT
(WITH FLAGGERS)
STANDARD
U.S. CUSTOMARY STANDARD
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
STANDARD APPROVED FOR USE 6/2005
REVISED:
DRAFT: 1/2007
S14
ROAD
WORK
AHEAD AHEAD
ONE LANE
ROAD
MPH
XX
FEET
xxx
ROAD WORK
END
/9
/2
:0
:5
P
M m p ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\c a d d \S td -D e t\ s t6
.d g n
SE MS
635-7
TEMPORARY TRAFFIC CONTROL
SINGLE LANE CLOSURE LAYOUT
(WITH YIELD SIGN)
STANDARD
U.S. CUSTOMARY STANDARD
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
STANDARD APPROVED FOR USE 6/2005
REVISED:
DRAFT: 1/2007
S15
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
AHEAD
ONE LANE
ROAD
AHEAD
ONE LANE
ROAD
MPH
XX
MPH
XX
FEET
xxx
YIELD
TO
ONCOMING
TRAFFIC
ROAD WORK
END
ROAD WORK
END
/9
/2
:0
:5
P
M m p ro je c ts
\r e fu g e \m s \n x b (1 p ro j_ d e v \c a d d \S td -D e t\ s t6
.d g n
SE MS
E635-16
DETAIL APPROVED FOR USE 04/2009
REVISED: 4/09
AMERICAN RECOVERY AND
REINVESTMENT ACT
SIGN LAYOUT DETAILS (5.5’)
S16
.5
.6 .8
.5
.6
7.5 15.3 4 13.2 4 4.4 4 6.1 7.5
9 4 9
7.6 2.2
4 4 7.4 7.6
12.1 17.9 6 17.9 12.1
33.2
21.622.4
.5
22.4 17.4 4 18.8
32 5 4 12
3.4
.5
.4
6.9 12.7 4.8
.4
24.4
M
P ro je c ts
\r e fu g e \m s \n x b
(1 p ro j_ d e v
\C A
D D
\S td
-D e t\ s t6 d e ta il .d g n
:1
:0
A
M /3
/2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
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