20190011 Ver 1_ALRI10(4)_Plans_cert_20190102

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PROJECT
FW-ALRI 10(4)
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SCALE IN MILES
KEY MAP
STATE OF NORTH CAROLINA
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PLANS FOR PROPOSED
FW-ALRI 10(4)
PROFILE RAISE AND RESURFACING OF MILLTAIL ROAD
AND MINOR IMPROVEMENTS ON MILLTAIL BRIDGE
DARE COUNTY, NORTH CAROLINA
DESCRIPTION OF PROJECT
IMPROVEMENT: This project consists of aggregate resurfacing on
0.80 mile segment of Milltail Road. Work also
includes improving the condition of Milltail Bridge
by repairing exposed reinforcing steel and resealing
expansion/relief joints.
PROJECT LENGTH: 0.80 Mile
LANE MILES: 0.92 Mile
ROAD: WIDTH SURFACE
Milltail Road (Proposed) 12'/18' 6" Aggregate
Milltail Road (Existing) 18' 8" Aggregate
BRIDGE: Milltail Bridge, Structure No. 41630-00003,
Last date of inspection: 05/21/15
DESIGN DESIGNATION:
ADT (2016)
ADT (2026)
DHV
D
%Truck
V (MPH)
C/A
e(max)
50
50
10
50/50
N/A
30
None
4%
SPECIFICATIONS:
"Standard Specifications for Construction of Roads
and Bridges on Federal Highway Projects", FP-14.
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Schedule Description Station to Station Length
(miles)
A Milltail Road (Route 010) 204+00 to 246+00 0.80
95% PLANS
PLANS PREPARED BY
U.S. Department of Transportation
Federal Highway
� Administration
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
]ULY,2018
SAMMS # 04136320
INDEX TO SHEETS
SHEET DESCRIPTION
NO
A01 Title Sheet
A02 Symbols And Abbreviations
A03 Location Map & Traffic Control Plan
A04 Survey Control Data
A05 Alignment Chain Description
B01-B02 Typical5ection
CO1 Tabulation of Quantities
CO2 - CO3 Summaries of Quantities
D01 - D07 Plans And Profilies
K01 Drainage Cross Sections
MO1 - M02 Erosion Control Narrative
M03 - M06 Erosion And Sediment Control Plan
R01 - R03 Bridge Plans
SO1 - S14 Standards And Details
T01 - T13 Roadway Cross Sections
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C811 before you dig.

Abutment Abut. Mainline M.L. STATE PROJECT SHEET
Aggregate aggr. Material matl. EXISTING PROPOSED NUMBER
Ahead AH Maximum max. NC FW-ALRI10(4) A02
Mile[Kilometer] post M.P[K.P.] RIGHT-OF-WAY LINE F'"" R�w
Alternate alt. - -
Average daily traffic ADT Minimum min.
sack gK Monument mon. or MON ,� R��y EXISTING PROPOSED
BackslopeAnchorTerminal BAT Mechanicallystabilized MSE RIGHT-OF-WAY LINE -�- -
salance point sp embankment with MONUMENT FENCE X X XX XX
Bearing brg. Nominal Max. Size Aggregate NMSA FOUND PROJECTED
Beginning beg. Normalcrown NCorNCR 3�1 3�1 GATEwithFENCE X�X —XXNXX—
Benchmark BM North N SECTION CORNER CATTLEGUARD "-- �
Broken White BW Original ground OG 1 8 1 8 `----'
Centerline � Out to out o. to o. 15 15 GUARDRAIL ��-� -� �- . . . .
Centerto center cc, c-c or c. to c. Outside diameter OD �4 SECTION CORNER �o� �
Centers ctrs. On centers o. c. 22 22 MEDIAN & SIDE (CONCRETE) BARRIER L-1 - I- I- J
Clear clr. Pavement pvmt.
Column col. Plate P�� �16 SECTION • � POST MOUNTED � �6 B
Connection conn. Point of compound curve PCC SIGNS
Construction joint Constr. jt. Point of curve PC � No S mbol PORTABLE No Symbol 1T
Continuous cont. Pointofcurvetospiral PCSorCS PROPERTY CORNER 3'
Corrugated metal pipe CMP Point of intersection PI wall face
Culverc culv. Pointofspiraltocurve PSCorSC PARCEL NUMBER No Symbol 4�� RETAINING WALL -��-��-��-
Curve central angle � Point of spiral to reverse SRS
(spiral curve transitions) � spiral P/E C�E
Curvetotalangle � Pointofspiraltotangent PSTorST EASEMENT (Permanent - Construction) OVERHEAD(POWERPOLE) UTILITIES
(curve delta or deflection) Point of tangent PT P=Electrical for transmission line -�- P P�
Designhourlyvolume DHV Pointoftangenttospiral PSorTS ROUTE NUMBERS Q E=EleCtriCdlfordistribUtionline
�esign speed v Point on curve Poc � 9 T=Telephone, E&T=Joint Electrical and Telephone
Diagonal diag. Point on spiral POS INTERSTATE U.S. STATE FO=Fibre optics
Diameter D, dia., or Point on tangent POT SUPPORT POLE with ANCHOR �� �
Diaphragm diaph. Radius R
Distance dist. Reinforcement (reinforced) reinf.
Double Solid Yellow DSY Required reqd. �� ❑TB OI" TP �TB or TP
TOPOFCUT -" �'�••--••"� � � �"'••. TELEPHONEBOOTHorPEDESTAL
Drawing(s) dwg(s), or dnvg(s) Right Rt., rt.or RT SLOPE STAKE ����� �__� i
DropInlet DI Right-of-way R/W TOE OF FILL - ��__�- �-
east e Roadway Rdwy. TRANSITION � ' — � • � . � • � ' — ' � � STREET LIGHT o--� or � o--� OC �
Edge of pavement EP or EOP Route Rte.
elevation elev. Section Sec. EOP � _ - - - - - � � UNDERGROUND UTILITIES
eievation with number ei. 9a.161 soiid wnite sw ROAD W AY, EXISTI N G EOG , - - - _ . . - - - - � " - - • _ , ' G=gas, 0=oil, P=power, 55=sanitary sewer, - - - � W � - - - � W �
- - • , SD=storm drain, T=telephone, W=water
[EI.94.16] SOuth S '------'"-
Embankment emb. Spacing, spaces or spaced spa. E=electrical, FO=fiber optics
End section ES Spiral central angle s SINGLE TRACK ��� BRIDGE �_ __� �
Equation EQoreq. Standard std. RAILROAD i �
Equivalent Single Axle Load ESAL Station Sta. M ULTIPLE TRACK PIPE CULVERT (arrow ShowS flOw) -----► �
Excavation exc. Steel Backed Timber SBT
Expansion joint exp. jt. Stiffener stiff. TRAI L - - - - _ � - - - PIPE CULVERT with END SECTION �- � � � � � � � � �
Flared Anchor Terminal FAT Stringer stgr. � - - - - � \ - �
Footing Rg. Structure struc. PIPE CULVERT with HEADWALL f- ���������
Gabanized galv. Superelevationrate e INTERMITTENT DRAINAGE/ SMALL CREEK — --- �_�---� CULVERTwith DROPINLET ❑------ ���������
Gage(gauge) ga. Symmetrical sym.
Gyratory Mix, Asphalt GACP
Concrete Pavement Tangent distance T SPRING ��i► BOX CULVERT —
Headwall hdwL (tangent length) _ _ _ _ _ _ _ C - - - - - I —
Hexagon hex. Tangentdistance Ts LARGE CREEK/RIVER — _ __— � — � — UNDERDRAIN �--�uo�--� ��UD��
High water HW (spiral curve transition) ���..._
Temporary benchmark TBM
Inside diameter ID LAKE, POND or RESERVOIR; MARSHLAND �� ��- BUILDING I �
Temporary construction TCE � _ _ �
Joint ]t� easement � � � -
Lamination lam. Thread thd. /y�
Latitude lat � � L�✓
Township T. TREELINE; TREE ��-
Left It., Lt. or LT
Typical typ.
Length of curve(simple curve) L vehicle per hour �ph PAVEMENT REMOVAL/ROADWAY OBLITERATION "
Length of curve Lc
(spiral curve transition) Vertical point of intersection VPI AREA PATTERN
Length ofspiral �s west W FULL DEPTH PAVEMENT PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-
Longitudinal(longitude) long.
Low water LW
LOD Limits of disturbance
NATIONAL BOUNDARY _ . . _ . . _ . . _ . SIDEWALK ASPHALT/CONCRETE
STATE BOUNDARY — -- — -- — -- — •
COUNTY BOUNDARY --------- MILL AND OVERLAY �HW Ordinary High Water Mark
CITY BOUNDARY � Baseline
_ /////////
TOWNSHIP or RANGE LINE OVERLAY
SECTION LINE — SF
74 SECTION LINE - - -
�16 SECTION LINE _ — SILT FENCE �B
N A T I O N A L P A R K o r ////////////////////////// D I V E R S I O N B E R M � � � �
FOREST BOUNDARY
PROPERTY LINE
P/L DIVERSION CHANNEL
TRAVERSE POINT (Horizontal & Vertical) T�45 CHECK DAM ��
Top of Triangle Points North 2,�5.9 �
U.S. DEPARTMENT OF TRANSPORTATION
T;3 RIPRAP/CULVERT RIPRAP FEDERALHIGHWAYADMINISTRATION
TRAVERSE POINT (Horizontal)
� EASTERN FEDERAL LANDS HIGHWAY DIVISION
BRASS CAP STERLING, VIRGINIA
� BORING LOCATION � B-1
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGE
STEEL PIN �
TEST PIT �TP-1
HUB & TACK O SYMBOLS AND
NORTH ARROW z ABBREVIATIONS
SPOT ELEVATION X99.9
COORDINATE GRID TICK MATERIAL SOURCE �

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Coordinate System
Coordinate System : US State Plane 1983
Zone : North Carolina 3200
Hor. Datum : NAD 1983 (Conus)
Vert. Datum : NAVD 1988 (Conus)
Geoid Model : GEIODI2B (Conus)
Project : ALRI 10(4)
PROJECT CONTROLPOINTS
NAME NORTHING EASTING ELEV. TYPE
100
4000
4001
4002
4003
4004
4005
4006
4007
4008
4009
4101
4102
4001
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7585Z2.109
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2924044.290
2924141.635
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2923617.670
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Beginning chain MILL-PROPZL description
-----------------------------------------------
Point 017 N 762,057.3159 E 2,923,276.6320 Sta 200+00.00
Course from 017 to PC MILL-PROPZL-1 S 77° 20' 13.73" E Dist 452.3301
Curve Data
*----------*
Curve MILL-PROPZL-1
P.I. Station 205+92.10 N
Delta = 63° 41' S5.35" (RT)
Degree = 25° 27' S3.25"
Tangent = 139.7744
Length = 250.1442
Radius = 225.0000
External = 39.8809
Long Chord = 237.4595
Mid.Ord. = 33.8763
761, 927. 5185 E 2, 923, 854. 3346
P.C. Station 204+52.33 N 761,958.1589 E 2,923,717.9600
P.T. Station 207+02.47 N 761,791.6853 E 2,923,887.2926
C. C. N 761, 738. 6316 E 2, 923, 668. 6369
Back = S 77° 20' 13.73" E
Ahead = S 13° 38' 18.39" E
Chord Bear = S 45° 29' 16.06" E
Course f�om PT MILL-PROPZL-1 to PC MILL-PROPZL-2 S 13° 38' 18.39" E Dist i,729.9582
Curve Data
*----------*
Curve MILL-PROPZL-2
P.I. Station 225+49.91 N
Delta = 50° 20' 23.22" (RT)
Degree = 22° 55' 05.92"
Tangent = 117.4806
Length = 219.6487
Radius = 250.0000
External = 26.2276
Long Chord = 212.6519
Mid.Ord. = 23.7373
759, 996.3387 E 2, 924, 322. 9079
P.C. Station 224+32.43 N 760,110.5067 E 2,924,295.2066
P.T. Station 226+52.08 N 759,902.1472 E 2,924,252.6963
C. C. N 760, 051.5582 E 2, 924, 052.2559
Back = S 13° 38' 18.39" E
Ahead = S 36° 42' 04.83" W
Chord Bear = S 11 ° 31' S3.22" W
Course from PT MILL-PROPIL-2 to PC MILL-PROPZL-3 S 36° 42' 04.83" W Dist 959.4292
Curve Data
*----------*
Curve MILL-PROPIL-3
P.I. Station 236t34.84 N 759,114.2079
Delta = 13° 18' 26.84" (RT)
Degree = 28° 38' S2.40"
Tangent = 23.3309
Length = 46.4518
Radius = 200.0000
External = 1.3562
Long Chord = 46.3474
Mid.Ord. = 1.3471
P.C. Station 236+11.51 N 759,132.913
P. T. Station 236+57. 96 N 759, 099.213
C. C. N 759, 252. 4425 E
Back = S 36° 42' 04.83" W
Ahead = S 50° 00' 31.67" W
Chord Bear = S 43° 21' 18.25" W
E 2, 923, 665.3557
7 E 2, 923, 679.2993
9 E 2, 923, 647. 4809
2, 923, 518. 9469
Curve Data
*----------*
Curve MILL-PROPZL-4
P.I. Station 237+33.88 N 759,050.4223
Delta = ZS° 34' 47.16" (LT)
Degree = 19° 05' S4.94"
Tangent = 49.0725
Length = 97.2834
Radius = 300.0000
External = 3.9870
Long Chord = 96.8577
Mid.Ord. = 3.9347
P.C. Station 236+84.81 N 759,081.959
P. T. Station 237+82. 09 N 759, 008.5494
C. C. N 758, 852.1168 E
Back = S 50° 00' 31.67" W
Ahead = S 31 ° 25' 44.51 " W
Chord Bear = S 40° 43' 08.09" W
E 2, 923, 589. 3153
7 E 2, 923, 626. 9118
E 2,923,563.7268
2, 923, 819. 7128
Cou�se from PT MILL-PROPZL-4 to PC MILL-PROPZL-5 S 31 ° 25' 44.51 " W Dist 170.3761
Curve Data
*----------*
Curve MILL-PROPZL-5
P.I. Station 239+64.11 N 758,853.2385
Delta = 5° 19' S1.54" (LT)
Degree = 22° 55' 05.92"
Tangent = 11.6388
Length = 23.2608
Radius = 250.0000
External = 0.2708
Long Chord = 23.2524
Mid.Ord. = 0.2705
P.C. Station 239+52.47 N 758,863.169
P.T. Station 239+75.73 N 758,842.7863
C. C. N 758, 732. 8092 E
Back = S 31 ° 25' 44.51 " W
Ahead = S 26° 05' S2.97" W
Chord Bear = S 28° 45' 48.74" W
E 2, 923, 468. 8166
7 E 2, 923, 474. 8855
E 2,923,463.6966
2, 923, 688.2072
Course from PT MILL-PROPZL-5 to PC MILL-PROPZL-6 S 26° OS' S2.97" W Dist 238.3833
Curve Data
*----------*
Curve MILL-PROPIL-6
P.I. Station 243+32.48 N 758,522.4128
Delta = 32° 39' 31.92" (RT)
Degree = 14 ° 10' S5. 65"
Tangent = 118.3632
Length = 230.2819
Radius = 404.0000
External = 16.9820
Long Chord = 227.1771
Mid.Ord. = 16.2970
P.C. Station 242+14.11 N 758,628.708
P.T. Station 244t44.40 N 758,461.0214
C. C. N 758, 806. 4311 E
Back = S 26° 05' S2.97" W
Ahead = S 58° 45' 24.90" W
Chord Bear = S 42° 25' 38.94" W
E 2, 923, 306. 7607
0 E 2, 923, 358. 8297
E 2,923,205.5632
2, 922, 996. 0205
Course from PT MILL-PROPI L-6 to 018 S 58° 45' 24.90" W Dist 352.1316
Point 018 N 758,278.3813 E 2,922,904.4997 Sta 247+96.53
Course from PT MILL-PROPIL-3 to PC MILL-PROPIL-4 S 50° 00' 31.67" W Dist 26.8476

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Profile Grade Line
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Unnamed Agricultural Channel
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Profile Grade Line
Keyed Riprap Placement, Method A, Class 3, 24" Depth
Separation-Stabilization Geotextile,
C/ass 1, Type 8 �
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PROPOSED:
6" Depth Aggregate Surface Course
Separation-Stabilization Geotextile,
C/ass 2, Type 8
Embankment Construction (Depth varies)
Separation-Stabilization Geotextile,
Class 2, Type 8 �
See Notes 1 and 2(typ.)
NOTES:
1. Provide turf establishment on all distrubed
areas in accordance with Sections 624 and
625.
2. Place aggregate-topsoil on all side slopes.
Existing Ground (typ.)
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_ — — — — � — —
�. —
12' & Varies
Travel Lane
Limits of Disturbance
MILLTAIL ROAD GRADE RAISE TYPICAL SECTION
STA. 204+00 TO 219+50,
STA. 220+00 TO 225+50,
STA. 233+00 TO 237+50
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PROPOSED:
6" Depth Aggregate Surface Course
Separation-Stabilization Geotextile,
C/ass 2, Type 8
Embankment Construction (Depth varies)
Separation-Stabilization Geotextile,
C/ass 2, Type 8 �
4%
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Unnamed Agricultural Channel
12' & Varies
Travel Lane
Limits of Disturbance
MILLTAIL ROAD GRADE RAISE TYPICAL SECTION
STA. 219+50 TO 220+00 & STA. 225+50 TO 233+00
See Notes 1 and 2(typ.)
Existing Ground (typ.)
rV �3N
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_ — — — — � — —
---' `�
NOT TO SCALE

NOTES:
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Unnamed Agricultural Channel
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18'
Travel Lane
Limits of Disturbance
MILLTAIL ROAD RESURFACING TYPICAL SECTION
STA. 239+50 TO 246+00
Provide turf establishment on all distrubed
areas in accordance with Sections 624 and
625.
P/ace aggregate-topsoil on all side slopes.
Existing Ground (typ.)
— — — _ _ — — — � — — — � — —
--- — ��—
PROPOSED:
"' ^--" "---egate Surface Course

SCHEDULE A
Estimated
Quantities
LinN lotem Pay Item Number Pay Item Description Unit gid
Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15201-0000 CONSTRUCTION SURVEYAND STAKING LPSM ALL
A0060 15401-0000 CONTRACTOR TESTING LPSM ALL
A0080 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 8,800
A0100 15706-0200 SOIL EROSION CONTROL, CHECK DAM (SPECIAL SEDIMENT EACH 30
CONTROL FENCE)
A0120 20103-0000 CLEARINGAND GRUBBING SQYD 6,600
A0140 20301-2400 REMOVAL OF SIGN EACH 5
A0160 20420-0000 EMBANKMENT CONSTRUCTION CUYD 3,800
A0180 20701-0200 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B SQYD 700
A0200 20701-0700 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE B SQYD 16,550
A0220 25102-0200 PLACED RIPRAP, METHOD A, CLASS 2 TON 16
A0240 25106-0300 KEYED RIPRAP, METHOD A, CLASS 3 TON 1,240
A0260 27001-0000 GROUT (FLOWABLE FILL) CUYD 3
A0280 30110-0000 AGGREGATE SURFACE COURSE TON 2,550
A0300 31301-0000 AGGREGATE-TOPSOIL COURSE TON 1,050
A0320 55223-0000 REPAIR CONCRETE (EXPOSED STEEL REBAR REPAIR- EPDXY LNFT 2
PAI NT)
A0340 55225-0000 CLEAN AND RESEAL JOINTS (BACKER ROD AND SILICONE) LNFT 86
A0360 60201-0800 24-INCH PIPE CULVERT LNFT 50
A0380 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 2
A0400 61701-1950 GUARDRAIL SYSTEM G4, TYPE 4, CLASS B STEEL POSTS LNFT 115
A0420 61702-0600 TERMINAL SECTION, TYPE FLARED EACH 3
A0440 62502-0000 TURF ESTABLISHMENT SQYD 6,600
A0460 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING SQFT 80
A0480 63308-3000 OBJECT MARKER, TYPE 3 EACH 4
A0500 63503-0300 TEMPORARYTRAFFIC CONTROL, BARRICADE TYPE 3 LNFT 40
A0520 63504-1000 TEMPORARYTRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 30
A0540 63701-0000 FIELD OFFICE EACH 1

EARTHWORK SUMMARY
Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item
20420-0000 20701-0200 20701-0700 30110-0000 31301-0000 62502-0000
W Separation- Separation-
W STATION Embankment Stabilization Stabilization Aggregate Aggregate- Turf REMARKS
� Construction Geotextile, Geotextile, Surface Course Topsoil Course Establishment
Class 1, Type B Class 2, Type B
Cu d S d S d Ton Ton S d
D01 204+OOto 206+50 59 0 1103 242 31 204
D02 206+50to 212+50 530 0 2594 304 153 969
D03 212+50 to 218+50 486 0 2626 295 162 1027
D04 218+50to 225+00 1122 233 3144 327 217 1381
D05 225+OOto 231+50 736 300 2947 342 180 1139
D06 231+50 to 237+59 564 103 2634 306 154 989
D07 239+50 to 240+00 0 0 0 505 46 290
Subtotal this Sheet 3497 636 15048 2320 943 5999
Rounded Total 3850 700 16550 2550 1050 6600
DRAINAGE SUMMARY
Pay Item Pay Item
60201-0800 60210-0800
� W End
24-INCH Section
= STATION � REMARKS
� � PIPE for 24"
CULVERT Pipe
Culvert
LNFT Each
RT
D04/K01 221+00 C L 22
LT
RT
D05/K01 232+00 C L 23
LT
RT 1
D04/K01 221+00 C L
LT
RT 1
D05/K01 232+00 C L
LT
Subtotal This Sheet 45 2
Rounded Total 50 2
SOIL EROSION CONTROL SUMMARY
Pay Item Pay Item
15706-0200 15705-0100
y Soil Erosion Control,
s STATION Check Dam (Special Soil Erosion Control, REMARKS
� Sediment Control Silt Fence
Fence)
Each Lnft
M03 204+OOto 212+50 8 1700
M04 212+50to 225+00 8 2500
M05 225+00 to 237+65 3 2530
M06 239+50 to 246+00 8 1300
Subtotal This Sheet 27 8030
Rounded Total 30 8800
CLEARING AND REMOVALS SUMMARY
Pay Item
� 20103-0000
W W
�++ STATION � Clearing and REMARKS
� � Grubbing
Sqyd
RT 145
DO1 204+00 to 206+50
LT 59
RT 515
D02 206+50 to 212+50
LT 454
RT 590
D03 212+50 to 218+50
LT 437
RT 801
D04 218+50 to 225+00
LT 580
RT 652
D05 225+00 to 231+50
LT 487
RT 690
D06 231+50 to 237+59
LT 299
RT 145
D07 239+50 to 246+00
LT 145
Subtotal This Sheet 5999
Rounded Total 6600

PERMANENT SIGNS
LOCATION Pay Item Pay Item Pay Item
20301-2400 63308-3000 PANEL SIZE 63304-0900
� � Signs,
W Object � x Q � Aluminiu Rgy�ARKS
c=/� o Signl Markers, � W � � m Panels,
Type 3 ?� = a Z Type 3 SUPPORT
COLOR � Sheeting (NO PAY)
STATION OFFSET MUTCD NO. PROPOSED SIGN TEXT Each Each (in) (in) (Sqft) COMBINATION d Sqft ft
DO1 204+00 Rt. W5-1 Road Narrows Ahead 36 36 9.00 Black on Yellow 1 9
DO1 205+00 Rt. W1-2 Curve 36 36 9.00 Black on Yellow 1 9
D02 207+75 Rt. W6-3 Two-Way Traffic 36 36 9.00 Black on Yellow 1 9
D02 208+00 Lt. W1-2 Curve 36 36 9.00 Black on Yellow 1 9
D04 223+00 Rt. W1-2 Curve 36 36 9.00 Black on Yellow 1 9
D05 227+50 Lt. W1-2 Curve 36 36 9.00 Black on Yellow 1 9
D06 235+50 Lt. W6-3 Two-Way Traffic 36 36 9.00 Black on Yellow 1 9
D06 237+24 Rt. W5-3 One Lane Bridge 1
D06 237+24 Rt. Special "No Fishing From Bridge" 1 18 24 3.00 White on Red 1 3 See Detail E633-A
D06 237+75 Rt. & Lt. OM3-R, OM3-L 1 2 0
D07 239+50 Rt. & Lt. OM3-R, OM3-L 2 2 0
D07 240+50 Lt. W5-3 One Lane Bridge 36 36 9.00 Black on Yellow 1 9
Subtotal This Sheet 5 4 75.0 9 75.0 0
Rounded Total 5 4 * * 80 *
NOTES: * For information only
1. Construct and erect all signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD), latest edition.
CONSTRUCTION SIGNS
Pay Item
PANEL SIZE 63504-1000
= H Temp. Traffic
� N � � Control, R9�AARKS
� N
3 W Q Z Construction SUPPORT
_ ? Signs (NO PAY)
MUTCD COLOR
Sheet No. NO. SIGN TEXT (in) (in) (sqft) COMBINATION O' Sqft ft
A03 R11-2 Road Closed (On Barricade) 48 30 10.00 Black on White 1 10
A03 R11-2 Road Closed (On Barricade) 48 30 10.00 Black on White 1 10
A03 W20-3 Road Closed 36 36 9.00 Black on Orange 1 9 9
Subtotal this Sheet 29.0 3 29.0 9
Rounded Total * * 30 * �
NOTES: * For information only
1. Construct and erect all signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD), latest edition.

Install 391 Tons of Keyed Riprap, Method A, Class 3.
Sta. 2i9+50 to Sta. 222+00
Existing Edge of Shoulder Existing Edge of Gravel
�
, ------------------s- - ----- -- -- — - — — — —
i ��
� \ �
o �� �_ ___ �
a�� `S
�� � - - - -- -- `,
,
�N - ------ _ --__-------- -- - - -- - - ---- -
� --- ----- --- ---- ------- - -- - -
� � - --
�, ------ —
-- ------------------------------------
Existing Edge of Shoulder
Existing Edge of Gravel J
Install 24-Inch Pipe Culvert.
Install End Section for 24-Inch Pipe Culvert.
Install 7 Tons of Placed Riprap, Metod A, C/ass 2.
See Drainage Cross Sections for details.
Sta. 221 +00
r-...._.._....,...... o__..,:....
Insta// new WI-2 siG
Sta. 223+00
Proposed Edge of Travelway
0 25' S0'
SCALE IN FEET
5
� ���
�
�
a
N
�n
�
-r-r-�-i-�--��_i_
219+00
220+00
���j��l�i�■■1
■■■�N�N■1
■■■■■■��G����
■■■■� ■1
■■■■� - - �- �'- - - . �_�
■■■■■�� �, :�
221+00
222+00
_i-+-+-�-i-�+-�-i-rrt�-i-rrt�-i-rT-�-i-�-+-�-i_
223+00
224+00
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
Aligator River National Wildlife Refuge
CONSTRUCTION
PLAN & PROFILE
MILLTAIL ROAD
STA. 218+50 TO STA 225+00
STATE PROJECT SHEET
NUMBER
NC FW-ALRI10(4) D04
�
-��
�� 3
titi �
o° `��
0

STATE PROJECT SHEE
Install 589 Tons of Placed Keyed, Method A, C/ass 3. NUMBi
Sta. 225+50 to Sta. 231+50 ruc FW-ALRI 10(4) oos
Existmg Edge of Shoulder
Construction Baseline
Existing Edge of Gravel '
-
s
-- -- _
---------------- -5 __ s .—_
� � �
,
l '' ,� � �NNA_M.ED ,vciRICULTURAI �l ;,�iivNEL / � � �
� � � , � s _ i i
/ ; i !� - , / � � �
- ;, � �� : '- ----- ----- --- ------ -- - _ _ -_- ---- — ----- ------ -- ' - - -- ' -- --- -_ -- - - - --- ti n
;
- --- -- - -- -
,,; - � - - --- --- ----=-- --- - -- ---- - -
S -� - - � .
._ ; , ..-- ... — — - - - -
� , - � " - - - - - - - - - - - - - - - - - M��SO .Z� 9€ S + �
� ' - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - -
-"' -'�' i�' ------ ------ - -- V1 �
/
� �.,. ; . - � - - - _ ------- — -- — —
- -
_
-._ / ..- ------ — — — — — — — — +
. • N — — — - - ---- - _ — — —
' O
� ��_ , - " ____— --- o
O // // � �--- _ o, � � o
�p .. .• ,,•' ��� 15� 50' 1 '
y��� ';.� .- i� / End curve widening. Construction Limits
� Sta. 226+59
�� � � i
Existing Edge of Gravel Proposed Edge of Travelway
End transition. Install new WI-2 si n Construction Limits
Sta. 225+14 Sta. 227+50 9 Proposed Passing Turn-Off
Sta. 229+10 to Sta. 229+90
eegin transition.
Sta. 225+59
� � Proposed Edge of Travelway
CURVEINFORMATION:
Curve = MILL-PROPIL-2
PI 225+49.91
A= 50° 20' 23" (RT)
R = 250.00'
T = 117.48'
L = 219.65'
0 25' S0'
SCALE IN FEET
10
�
�
a
N
�n
�
225+00
226+00
227+00
228+00
229+00
230+00
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
Aligator River National Wildlife Refuge
CONSTRUCTION
PLAN & PROFILE
MILLTAIL ROAD
STA. 225+00 TO STA 231+50

�
�
a
N
�n
�
Proposed Edge of Travelway
Construction Limits
Install new W6-3 sig
Sta. 235+50
Install 148 Tons of Keyed Riprap, Method A, Class 3. Construction Baseline �\
Sta. 231 +50 to Sta. 233+00
Existing Edge of Gravel
------------ ------------------- ----------.------------------------------------��------- , ,�
_"" ._-__ __' __"""_"" '" __"___" > ""_""""""" \
__._--_ _.._ . -5- \ \�
_� ��\ �\ �� UiviV.4MF� �C�vnl`I,UL%UKAI ��"'����NLL �
\ � \
� � � � \
� _ 5 \ \
,C i- --- - -- _ _ - --- -- ---- - _ ---- -_ ---- _ - _ - _ _ � -_ _ --- - ----- - - =-°--- 1=====_- --_
� �- - -- -- -- - ---� - - - - ---- -----
t M --- - - -----
- -- --
- -
.�N - ----- - - -- ------------ --- - -- ----- --- --- -- --- --- --- - -- --- ---- ---
� � - ---- --- -- --- _ - - - - �
� ��- - �-�� _ -- o - - — ^ =
Existing Edge of Gravel � �
Proposed Edge of Travelway
Construction Limits
CURVEINFORMATION:
Curve = MILL-PROPIL-3 Curve = MILL-PROPIL-4
PI236+34.84 PI237+33.88
�= 13° 18' 27" (RT) �= 18° 34' 47" (LT)
R = 200.00' R = 300.00'
T = 23.33' T = 49.07'
L = 46.45' L = 97.28'
5
Install 24-Inch Pipe Culvert.
Install End Section for 24-Inch Pipe Culvert.
Install 7 Tons of Placed Riprap, Metod A, C/ass 2.
See Drainage Cross Sections for details.
Sta. 232+00
Widen to match bridge width
from Sta. 235+59 to Sta. 237+59
�v�=��
0
231+00
232+00
233+00
234+00
235+00
" END GRADE RAISE
STA. 237+59
N 759025.41
E 2923574.85
Remove and replace guardrail
Sta. 237+40 to sta. 237+75 �
Exi�Edg� houlder � /
b
b
� � � �� U
\ — - - — ----
_...- -• -4 - -----
-_-- -- - - ���---__:__--- -�- _------
- -- - curve =_ �� - - -
----- --- �
- - - L-PROPIL-3 J no � ��
-- --- - - "_'- . '32"w
� � - .
, � I+
n .�,
N N
W o
� �
+
�
�
�
�
Existing Edge of Shoulder
Remove and replace terminal section
Sta. 237+15 to sta. 237+40
Remove W5-3 sign. Remove and replace -
No Fishing From eridge' sign.
Sta. 237+24
��
0 0
+ N
M
N J
W
a
>
236+00
�o
STATE PROJECT NUMBI
NC FW-ALRI10(4) D06
�
- .� '�-"� (!�
__ _ �\�.�-. � � �
w�= N n
_L-PROP1!: q - W �-
--- - - -- V �
+ �
----- V
_ Ul
Remove and replace � o =5- So-
Object Marker, Type 3
Sta. 237+75 5"`E'" FEEr
237+
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
Aligator River National Wildlife Refuge
CONSTRUCTION
PLAN & PROFILE
MILLTAIL ROAD
STA. 231+50 TO STA 237+75

Construction Baseline
Remove and replace terminal section
Sta. 239+75 to sta. 240+00
BEGIN RESURFACING
STA, 239+50
N 758862.81
E 2923474.67
Begin widening to match roadway width.
Sta. 235+59 �
�
C �
t M
.� N
� �
a.,
�
�\\\�
Existing Edge of Shoulder
� Existing Edge of Gravel
Install new W5-3 sign
Sta. 240+50
ONE LANE
Existing Edge of Gravel
Existing Edge of Shoulder �
------�= � =-.----,--_--
Proposed Edge of Travelway " \ �
�� ...5---- --- \� vl
� - - -' � � - - GRICULTURAL CHANNEL\ . � ,
a' - -
`------�---- -_. � �
----• ' �.
•--
---- \ \ UNNqME ---------� .
�, � --- ti n
M n �`i
N ""'.' ""' "" _
"""""___""""_
" " " '`1i�` �.1
V � --"""""""""" _ __ _ . _ _ _ - - - - - _.. - ._ _ W �
` - "" """_" - _ _ _ _
.: c- - _ "-"-_-_"" '""' "". __ _ _ _ - _.
------ ---C' ------- " _ - - — — —
- - \ --- � - _ -- -
__ - _ —
— — — - - - CurJe = I�IILL-PROPiL-S . _ _ _ - " — — -
� - O�
C� --- - N --_� -- ----
----- _ _ _ _- - _�-- - -- _-_--- .-�'--_ _�-o- � '� � O
-F1$' - ---"" — — ----_--- - — + i
��---- ------N �� -.#_:_:_------ r i
.P ry � O �' N.._
. + ,%'• W
�T�R, O �
� 4009 ; /
� ; \ � �;-" Proposed Edge of Travelway
B �� \
�� ' \
T�R
\� d000 • � �
�---- _��
Existing Edge of Shoulder
\.�, Existing Edge of Gravel
� Remove and replace guardrail
�,�� Sta. 239+40 to sta. 239+75
�� Remove and replace Object Marker, Type 3
Sta. 239+50
STATE PROJECT SHEET
NUMBER
NC FW-ALRI10(4) D07
�
o zs so•
SCALE IN FEfT
�
Proposed Edge of Travelway
�
Construction Baseline
o s- -- , - . -=_�,.
o ; � / —� :
�+ ----- ---------- — �----_--_ —_� � _
._ M ----__ � — � � '' ''
— -- -------------- -----=--:-- /
L�i' 411 '----- - �
U N " _ - - S-
- - - - - - - - � " -
+-� - ry - - ��r�e = MIL� � � —
� --- �
• - - - - PROPl�_ - - . _ �
� --------------+� -- �
�+� -- - ---- -- -
ln ' -- I + �`\\ - _ -- - __
o =� _ -p �f8'
N � — _
� -
o , � � + - _ -
�I o \ \ _ N
_- �-- -�
µ �� �\ � -
� Existing Edge of Gravel � Proposed Edge of Travelway
Existing Edge of Shoulder
�I
n��
+
a-„ r
See R Sheets for eridge Work
CURVEINFORMATION:
Curve = MILL-PROPIL-5
PI 239+64.11
�= 5° 19' S2" (LT)
R = 250.00'
T = 11.64'
L = 23.26'
CURVEINFORMATION:
Curve = MILL-PROPIL-6
PI 243+32.48
A= 32° 39' 32" (RT)
R = 404.00'
T = 118.36'
L = 230.28'
UNNAMED qG —
RIC�/L TU
S 58° as 2s, �,y _-, ;�' ` 24L CHqNNEL
_ 5.
---- —�
-- N --- - _ _ � �
-
� ' - � _ -� --- -- _
� -
�- � ' - ' ' ' ' - . - -- -- --- -
�
END PROIECT �o=
END RESURFACING
STA. 246+00, 00
N 758380.32
E 2923072.53
o zs so
SCALE IN FEET
r�R U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
41 z EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
Aligator River National Wildlife Refuge
CONSTRUCTION
PLAN & PROFILE
MILLTAIL ROAD
STA. 237+75 TO STA 246+00

� I STATE PROJECT SHEET
NUMBER
�� NC FW-ALRI 10(4) KO1
End Section for 24" P I p I Culve I. End Section for 24" Pipe Culvert.
� See Detail ET 602-4, i i See Detail ET 602-4.
El. -0.93 I I El. -1.05 I
Offset 10.99' Offset 19.05'
Install 7 Tons of Placed Riprap, Method A, Class 2.
See Detail E251-50
�
I I� �
�
J
O
- OUtlet � _
— � � El. -1.04 -
� Offset 15.64'
Inlet
— El. -0.92'
Offset 7.49' I
a i
� -
� —
x
� '
a
o` —
�
�
0
Y _
O
O I I
a End Section for 24" Pipe Culvert.
See Detail ET 602-4.
� El. 0. 07
� End Section for 24" Pipe Culvert Offset. 19.05'
� — See Detail ET 602-4. ----I---
� El. 0.21 Install 7 Tons of Placed Riprap, Method A, C/ass 2.
¢ Offset 9.55' See Detail E251-50
�
�
� — � --- --
�
�
W �
� — -
o -- �J -
o I� o -
� Il i� L II � 4i II ��
� - � i i � �
� _ . I II I I � _-
� � � -
�
\ a �
i �III I I �
�' \ - i I i I,I I � - -- � o
��/+ 0� 0 I I III
�
� � i �S �. o
'� . I I •/� � I I X . . . . . . . . . . . . . . . . . U.S. DEPARTMENT OF TRANSPORTATION
� ..... . . . . . . . _. . . . . . . � \ �. .. . � . . . .f L �9 ,+ � • � . �lI . . . . . . . . . . . . . . . . . . . FEDERAL HIGHWAY ADMINISTRATION
� � I EASTERN FEDERAL LANDS HIGHWAY DIVISION
, . . . . . . . . . . . . . . . . . . . . . . . . . . . . / . - -- - - I . . . . . . . . . . . . . . . . . . . . STERLING, VIRGINIA
� � - � � - - � - - � - - - - - - - - � - - - - - - - - �- -� - - Il7IEr _ . . _ . . _ . . _ . . . ALLIGATOR RIVER NATIONAL WILDLIFE REFUGEE
� � E/ -
_- .0.195' Outlet
� offset 6.1s' _ E�, o.os6' DRAINAGE CROSS SECTIONS
a - - Offset 15.64'
�
MILLTAIL ROAD
� - - -
Q I -- II I II I II II 221+00.00 AND 232+00.00
�' 5 4� 3m I 20II I1 I I I1 I I 201 I I 3� 40 50
�,

PROJECT DESCRIPTION Seeding Seasons and
Name of Seed Rates ounds per acre )
This project consists of raising the profile grade and aggregate resurfacing on 0.80 mile segment of Milltail Road.
Work also includes improving the condition of Milltail eridge by repairing exposed reinforcing steel and resealing
expansion/relief joints.
The receiving waters are Milltail Creek and Alligator River.
SUMMARY
Soil disturbing activities will mainly include clearing and grubbing. The total disturbed area for
the project is approximately 3.13 acres.
The current roadway surface is aggregate. The exisiting site area runoff coefficient is 0.48.
The proposed roadway surface will also be aggregate. The proposed site area runoff coefficient is 0.43.
Centipede
eermudagrass (unhulled)
Annual Ryegrass
Centipede
eermudagrass (unhulled)
Proso Millet
SPntemhPr 1 - FPbruar� 2f3
10
10
10
Tota/ Seed 30
March 1 - August 31
5
20
10
Total Seed 35
EROSION AND SEDIMENT CONTROLS
Erosion Control and Turf Establishment measures listed in this narrative are defined and outlined in the Standard
Specifications for Construction of Roads and Bridges on Federa/ Highway Projects, FP-14 and in the Specia/ Contract
Requirements.
In accordance with the Special Contract Requirements, apply mulch at the following rates:
Temporary Best Management Practices (BMP) to reduce erosion as a resu/t of project work will be imp/emented
in conjunction with the construction of this project. These include:
- Install wire-backed silt fence per Detail Ei57-02 in all areas of ground disturbance where sheet flow may cause
erosion, particularly at the toe of fills. Coordinate the installation, use, and removal of erosion and sediment
contro/ measures with roadway activities to assure economical, effective, and continuous erosion and sediment
control.
- Install special silt fence per Detail E157-02 in areas where cofferdams or temporary diversion berms are not in place.
- Emp/oy temporary stabilization practices in incremental stages as construction proceeds.
- Install all erosion and sediment control measures as directed by the Contracting Officer (CO). Do not modify the
type, size, or location of any control or practice without prior approval from the CO.
- Do not drive construction equipment across flowing waterways.
- Do not allow construction vehicles to track sediment outside the project limits.
- Do not allow any construction equipment to operate on or access the down-slope side of the perimeter control
measures.
- Direct storm water to vegetated buffer areas and do not discharge directly into surface waters.
- Inspect and maintain regularly all mechanized equipment used in or near surface waters to prevent contamination
of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
- In general, preserve existing vegetation, trees, and shrubs.
- Stockpile topsoil stripped from the construction area in an area that will not interfere with construction phases.
Cover stockpiled soil with p/astic or surround it with silt fence.
- Provide watering for dust control within the construction limits, on active haul roads, and in pits and staging areas.
- Solid waste resu/ting from the construction will consist of construction debris, garbage, and empty containers.
Collect and store all waste in dumpsters, or in metal or plastic drums as appropriate.
- Hazardous waste will not be generated from normal construction activities. Equipment fueling and maintenance
cou/d generate spills, leaks, and hazardous wastes like motor oil, diese% gasoline, and battery fluid. If feasible,
conduct these activities in a covered area to avoid contact with storm water. Store all hazardous waste materials in
appropriate and clearly marked containers away from other non-waste materials. Do not dispose of hazardous
waste materials into the on-site dumpsters. Dispose of material according to Federal, State, and local regulations.
- Report spills large enough to discharge to surface water to the Nationa/ Response Center (NRC) at 1-800-424-8802
or 1-202-267-2675.
After the completion of roadway construction, do the following as directed by the CO to permanently stabilize disturbed
areas:
Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas where
vegetation has not established
Remove silt fence after alI upslope areas are stabilized and vegetation is well established.
Stabilize alI areas that are disturbed due to the removal of sediment control devices
• •: • •►
W
�
«
a
a
R
4
�
M
Stabilize 1.25acres as a resu/t of this project. The area will be prepared for turf establishment with topsoil and mulch.
In accordance with the Special Contract Requirements, apply seed at the rates for each season as stated below:
Mulch
Stra w
Rate ounds per acre)
5000 (i to 2 inch mat)
:• •► :. � u � •� :• •� •� • �
Inspect the project after each phase is completed. If the approved erosion and sediment control plan cannot be
followed, submit a revised plan for review. Document resu/t of the self-inspection on the Self Inspection Report
for Land Disturbing Activity as Required by NCGS ii3A-54.i. Maintain a copy of the report on site and make
available to the erosion control inspector at the site.
PHASE I Establish Perimeter Controls
Prior to any clearing, grubbing, and excavation, construct perimeter controls to ensure that disturbed sediment does
not leave the project site. Perimeter controls include silt fence and other approved measures outside the construction
limits.
PHASE II- Intermediate Controls
Apply intermediate controls during rough grading operations. Install wire-backed silt fence and special silt fence in
areas called out on the Erosion and Sediment Control P/ans, sheets M03-M06. Obtain the CO's approval before
installing any control not specified in the SWPPP/ECN,
The CO may direct the installation of certain controls in order to forestall or mitigate potential or existing erosion
problems.
Apply temporary turf establishment in completed disturbed areas that will remain exposed for over 7 calendar days,
or as directed by the CO.
As soon as practical, but not to exceed 7 calendar days, apply permanent turf establishment to the finished slopes
according to Section 624 and 625.
At the end of each day's grading operations, shape earthwork to minimize and control erosion from storm runoff.
Do not allow ponded water to encroach into the travel /anes.
Provide silt fence around all stockpiled excavated roadway material. Apply temporary turf establishment to stockpiles
remaining in place longer than 14 days, or when directed by the CO.
PHASE III- Final Construction / Stabilization
After completion of roadway construction do the following as directed by the CO:
- Finish grading and apply permanent turf establishment to any
remaining disturbed areas.
- Where necessary, replace eroded topsoil and re-apply permanent
turf establishment to disturbed areas where vegetation has not
established.
- Remove silt fence only after all upslope areas are stabilized and
vegetation is well established.
- Remove all other perimeter controls when directed by the CO.

Major Elements of DWQ Construction General Permit
This document contains the major elements of the recently-revised North Carolina Division of Water Quality (DWQ) Construction
General Permit (NCGO1) with emphasis placed on those elements that differ from the previous permit (expiration on August 2,
2011). Since the summary list below cannot contain details of every change, the complete Permit should be used to assure full
implementation. See: http://portal.ncdenr.org/web/wq/ws/su/construction
1) Ground Stabilization*
Site Area
• Perimeter dikes,
swales, ditches
and slopes
• High Quality
Water (HQW)
Zones
• Slopes steeper
than 3:1
Stabilization � Stabilization Time
Time Frame Frame Excentions
7 days � None
7 days � None
If slopes are 10' or
7 days less in length and are
not steeper than 2:1,
14 days are allowed.
• Slopes 3:1 or
flatter
• All other areas
with slopes flatter
than 4:1
7-days for slopes
14 days greater than 50 feet
in length
None (except
14 days for perimeters
and HQW
Zones)
*"Extensions of time may be approved by the pernutting authority
based on weather or other site-specific conditions that make compliance
impracticable." (Section ILB(2)(b))
The major change in the Pennit from the previous one is the shorter
times to apply ground stabilization such as mulch, wheat straw, or
grasses. The NC laws and rules relating to the Sediment Act require,
in most places, ground stabilization within 21 days. Based on the new
EPA requirements and 9-months' work with a pernut advisory group,
CTAG, the Division and EPA-developed pernut, now contains
requirements for ground cover within 14, and in some places, 7 days.
2) Building Wastes Handling
• No paint ar liquid wastes in stream or storm drains
• Dedicated areas far demolition, construction and other
wastes must be located 50' from storm drains and streams
unless no reasonable alternatives available.
• Earthen-material stockpiles must be located 50' from storm
drains and streams unless no reasonable alternatives
available.
• Concrete materials must be controlled to avoid contact with
surface waters, wetlands, ar buffers.
3) Discharges to Federally-listed Waters
• Requirements are the same as in previous permit.
• The pernut allows reduction from the 20 acre minimum if
the Directar of DWQ deternunes that other BMPs provide
equivalent protection.
NOTE:
S/ope notation in table above is IH (horizontal) :1V (Vertical).
W
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4) Inspections
• Same weekly inspection requirements
• Same rain gauge & inspections after 0.5" rain event
• Inspections are only required during "normal business
hours"
• Inspection reports must be available on-site during
business hours unless a site-specific exemption is
approved.
• Recards must be kept far 3 years and available upon
request.
• Electronically-available records may be substituted
under certain conditions.
5) Implementation of New Permit Conditions
• Proj ects permitted under the previous pernut can
continue to follow the previously-pernutted conditions.
• Complete applications received prior to August 3, 2011
can follow conditions of approved application.
• Applications received a$er August 2, 2011 must comply
with new pernut conditions.
6) Conditions in Erosion & Sedimentation Control Plans*
Designation on the plans where the 7 and 14-day ground
stabilization requirements of the NPDES pernut apply
Designation on the plans where basins that comply with the
surface-withdrawal requirements of the NPDES permit are
located.
7) Building Wastes Handling
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes located 50' from storm drains and streams unless
no reasonable alternatives are available.
• Earthen-material stockpiles located 50' from storm
drains unless no reasonable alternatives available.
• Concrete materials must be controlled to avoid contact
with surface waters, wetlands, or buffers.
8) Sediment Basins
• Outlet structures must withdraw from basin surface
unless drainage area is less than 1 acre.
• Use only DWQ-approved flocculants.
'� In order for the E&SC Plan to satisfy the conditions of the Construction General permit, it must identify areas where the ground stabilization requirements apply and the
location of the basins where the surface-withdrawal requirements apply.

STATE PROJECT SHEET
Install Silt Fence NUMBER
Sta. 204+00 to Sta. 206+50 ruc FW-ALRI 10(4) Mo3
Waters of the United States (typ.) See Detail E157-02A
.� Install Special Sediment Control Fence — _ _ _ _ _ _ _ _
Sta. 204+00
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Install Special Sediment Control Fence
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See Detail E157-06A Limits of Disturbance
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— ' — ' — - - — - _ _ _ _ EASTERN FEDERAL LANDS HIGHWAY DIVISION
Il1SL"c"iII Sllt F2f1C2 — " — ' — - — - — - , _ STERLING, VIRGINIA
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Install Silt Fence
Sta. 212+50 to Sta. 218+50
See Detail E157-02
STATE PROJECT
NC FW-ALRI10(4)
Install Special Sediment Control Fence
Sta. 217+50
See Detail E157-06A
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Install Silt Fence Waters of the United States (typ.) �
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Sta. 220+50 _—•— EASTERN FEDERAL LANDS HIGHWAY DIVISION
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— � — Wetland 2 eoundary
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-- Sta. 218+50 to Sta. 225+00 o ZS- So- CONTROL PLAN
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SCALE IN FEET
STA. 212+50 TO 225+00

Wetland 1 Boundary STATE PROJECT
NC FW-ALRI10(4)
�"� Insta// Silt Fence Install S ecial Sediment Control Fence � yp,�
� Sta. 225+00 to Sta. 231+50 p Waters of the United States t
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Sta. 232+50
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Limits of Disturbance
Install Silt Fence �
Sta. 231+50 to Sta. 237+65
See Detail E157-02 Wetland 2 Boundary
Limits of Disturbance
END GRADE RAISE
�_ _ STA. 237+59 �
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U.S. DEPARTMENT OF TRANSPORTATION
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EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGE
EROSION AND SEDIMENT
CONTROL PLAN
MILLTAIL ROAD
STA. 225+00 TO 237+75

Wetland 1 Boundary
Waters of the United States (typ.) � - — - — -
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Sta. 243+00 to Sta. 246+00
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END PROIECT
Install Special Sediment Control Fence END RESURFACING
Sta. 244+50 STA, 246+00
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Wetland 2 Boundary
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SCALE IN FEET
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGE
EROSION AND SEDIMENT
CONTROL PLAN
MILLTAIL ROAD
STA. 237+75 TO 246+00

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Bridge length: i65'-4"
ELEVATION
Scale: �/e" = 1'-0"
Notes:
� 165'-4 "
55'-1 % " 55'-1 " 55'-1 i/z„
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2'-6" 8 Spaces @ 6'-3" = 50'-0„ 2,_6„
(Post spacing. Typ.)
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Begin Bridge i---�_.-��T��_�..-_�.2�_�.1_�.�i�..-_�.�i�..-_�.-�..-_�.-_�r._�.-_��r �.-_�.�Fi�.-_�.�ir _ti2��.. �.��.-_�..-3�.-_�..-�-_ -_�r_�. _�.�_�..-_�.�i�..-_�.-3�..-_�.-�ir��.i�i�..-_�.-�..-_-,-_�r. ---_-�r_�.-_�. .-_�.fi.�.-_�..-�x.-�..-�-_�..-_ _ -}�---i End Bridge
Sta.239+35.33 • ��� I r � •
,. , � I , i: . Sta. 237+70
P. G. EIeV. 5.16 I � I � ' ', ', ',
, Clean and I I I P.G. Elev. 5.90
• �; � � o , I, , I, Face of rail o resea/ joint � � � � Mill Tail Road
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—— � —— i. i i ———- r � ————————— � ——� ----------T,—r------------------ i �—+---�--------
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I ���Clean and '� I'I � Clean and ~ ~ '� I �� Clean and � �B I i I B� �
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Approach slab .� �' °i A \ '� \�'v
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Creek \
Limit of existing riprap
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— 15
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— 5
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PLAN
Scale: '/s" = 1'-0"
165'-4 "
55'-1 �" 55'-1 " 55'-1 %z" Profile grade
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12" Exposed rebar
(See Note 1)
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� VIEW A-A
oScale: �/z" = 1'-0"
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Exist. abutment
Void under
abutment footing ; 4 o
(See Note 2) � o
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I p Exist. riprap
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SECTION B-B
Scale: '/z" = 1'-0"
NO. DATE BY REVISIONS
1. Epoxy coat all exposed rebar as directed by CO.
2. Fill all voids as directed by CO.
N�5 I N� I STATE I PROJECT INUMBI
- - NC FW-ALRI 10(4) R02
Structure Number 41630-00003
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGE
PROFILE RAISE AND RESURFACING OF MILLTAIL ROAD
AND MINOR IMPROVEMENTS ON MILLTAIL BRIDGE
PLAN AND ELEVATION
DESIGNED BY DRAWN BY
AD JEG
BY I SCALE
PCB I Asshown
PROJECT TEAM LEADER
Phillip Boinske
BRP NO.
BRIDGE PLAN SHEET
BRP-1259
2 of 3
DATE
September 2018

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8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
TOP AND BOTTOM S�
SHALL BE 10 GAUGI
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NOTES
USE GEOTEXTILE A MINIMUM OF
36" IN WIDTH AND FASTEN ADEQUATELY
TO THE POSTS AND WIRE AS DIRECTED.
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
OF 5 LINE WIRES WITH 12" VERTICAL
SPACING.
PROVIDE 5'-0" STEEL POST OF
THE SELF-FASTENER ANGLE STEEL
TYPE.
FOR MECHANICAL SLICING METHOD
INSTALLATION, GEOTEXTILE SHALL
BE A MAXIMUM OF 18" ABOVE GROUND
SURFACE.
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NO SCALE
EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH

NOTES
USE N0. 5 OR N0. 57 STONE FOR SEDIMENT
CONTROL STONE.
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
WITH �/4 INCH MESH OPENINGS.
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
POST 2 FT. DEEP MINIMUM.
ATTACH HARDWARE CLOTH TO POSTS WITH WIRE
STAPLE OR OTHER ACCEPTABLE METHODS.
SPACE POSTS A MAXIMUM OF 3 FT.
FOR INSTALLATION BETWEEN SECTIONS OF
SILT FENCE, EXTEND SEDIMENT CONTROL
STONE A MINIMUM OF 12" ON EACH SIDE OF
SPECIAL SEDIMENT CONTROL FENCE SECTION.
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VARIABLE
DIMENSION i
2 fit
3 ft
1/4 WIRE MESH
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SEDIMENT CONTROL STONE
1 fit min
WATER FLOW � Zo oC
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2 ft
SEDIMENT CONTROL STONE
1 ft min
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� STEEL POST - 2 ft DEPTH
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Distance L is to be maintained as the distance
to slope stakes to establish the blend of cut
and fill slopes into the original ground.
NOT TO SCALE

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Dia. or
Span
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Dia. or
Span
PLAN VIEW
CULVERT WITH STANDARD
END SECTION
Existing ground
Variable slo�
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Geotextile, Class 2, Type 8
SECTION A-A SECTION 8-8
PROTECTIVE APRON AT CULVERT OUTLET WITHOUT DITCH
�E �E
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Dia. or
Span
Existing ground
Match existing
ditch slope
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Match existing
.� ditch slope ,� Sloped IV:2H
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Flowline
SECTION C-C SECTION D-D SECTION E-E
PROTECTIVE APRON AT CULVERT OUTLET WITH DITCH
NOTES:
1. Use for aprons serving culverts with s/opes
of less than 10%.
2. For arch or elliptical pipes, use equivalent
diameter for (D) dimesion.
OUTLET WITHOUT DITCH TABLE
PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES
CULVERT LENGTH DEPTH ESTIMATED ESTIMATED
SIZE RIPRAP OF OF RIPRAP GEOTEXTILE
(D) CLASS APRON APRON QUANTITY QUANTITY
INCHES LNLFT LNHFT CUYD SQYD
12 2 4 1.5 1 5
18 2 6 1.5 2.2 9
WITH 24 2 8 1.5 3.9 14
END 30 3 12.5 2 10.9 28
SECTION 36 3 16 2 15.6 37
42 4 21 2.5 34.1 63
48 4 24 2.5 44.5 79
12 2 6 1.5 1.7 8
18 2 8 1.5 3.2 12
WITHOUT z4 2 10 1.5 5.2 17
END 30 3 14.5 2 13.3 33
SECTION 36 3 17 2 I8.5 43
42 4 23 2.5 38.7 70
48 4 26 2.5 49.8 87
OUTLET WITH DITCH TABLE
PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES
CULVERT LENGTH DEPTH ESTIMATED ESTIMATED
SIZE RIPRAP OF OF RIPRAP GEOTEXTILE
(D) CLASS APRON APRON QUANTITY QUANTITY
INCHES LNLFT LNHFT CUYD SQYD
12 2 4 1.5 0.9 5
18 2 6 1.5 2 8
WITH �4 2 8 1.5 3.6 13
END 30 3 12.5 2 9.3 24
SECTION 36 3 ZS 2 13.4 32
42 4 21 2.5 27.3 53
48 4 24 2.5 35.6 65
12 2 6 1.5 1.4 6
18 2 8 1.5 2.7 10
WITHOUT 24 2 10 1.5 4.5 ZS
END 30 3 14.5 2 10.8 27
SECTION 36 3 17 2 15.2 36
42 4 23 2.5 29.9 57
48 4 26 2.5 38.6 70
NO SCALE
PLAN VIEW
CULVERT WITHOUT STANDARD
END SECTION
�E
PLAN VIEW
CULVERT WITH STANDARD
END SECTION
PLAN VIEW
CULVERT WITHOUT STANDARD
END SECTION

METAL ROUND PIPE CULVERT
FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT
STEEL ALUMINUM
plpE 2z/3" x 1/z" CORRUGATIONS 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS plpE 22/3" x 1/2" CORRUGATIONS 3" x 1" CORRUGATIONS
SIZE MINIMUM METAL THICKNESS (INCH/GAGE) SIZE MINIMUM METAL THICKNESS (INCH/GAGE)
DIAMETER COVER 0. 064/16 0. 079/14 0.109/12 0.138/10 0.168/8 0.064/16 0. 079/14 0.109/12 0.138/10 0.168/8 0.064/16 0.079/14 0.109/12 0.138/10 0.168/8 DIAMETER COVER 0.060/16 0.075/14 0.105/12 0.135/10 0.164/8 0. 060/16 0.075/14 0.105/12 0.135/10 0.164/8
INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)
12 12 100 100 100 100 100 12 12 100 100 100 100 100
15 12 100 100 100 100 100 15 12 100 100 100 100 100
18 12 100 100 100 100 100 IS 12 100 100 100 100 100
21 12 100 100 100 100 100 21 12 88 100 100 100 100
24 12 100 100 100 100 100 24 12 77 97 100 100 100
30 12 85 100 100 100 100 30 12 62 77 100 100 100 71 89 100 100 100
36 IZ 71 89 100 100 100 81 100 100 100 100 36 12 52 64 90 100 100 59 74 100 100 100
42 12 61 76 100 100 100 70 87 100 100 100 42 12 44 55 77 99 100 51 64 89 100 100
48 12 53 66 93 100 100 61 76 100 100 100 54 68 95 100 100 48 12 67 87 100 44 56 78 100 100
54 12 59 83 100 100 54 68 95 100 100 48 60 85 100 100 54 IS 54 71 88 39 50 69 93 100
60 12 74 97 100 49 61 86 100 100 43 54 76 98 100 60 IS 57 72 35 45 62 83 98
66 12 87 100 44 55 78 100 100 39 49 69 89 100 66 IS 58 32 40 56 76 89
72 12 80 97 40 51 71 92 100 36 45 63 82 100 72 IS 45 30 37 55 70 82
78 12 87 37 47 66 85 100 33 42 58 75 92 78 24 34 48 64 75
84 12 75 35 43 61 78 96 31 39 54 70 86 84 24 44 59 70
90 12 32 40 57 73 90 29 36 51 65 80 90 24 41 62 65
96 12 38 53 69 84 34 48 61 75 96 24 38 51 61
102 18 36 50 65 79 32 45 57 71 102 24 46 55
108 18 47 61 75 42 54 67 108 24 42 50
114 18 45 58 71 40 52 63 114 24 45
120 18 43 55 67 38 49 60 120 24 40
126 18 52 64 47 57
132 18 50 61 44 54
138 18 48 58 42 52
144 18 56 50
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PIPE ARCH
SIZE
SPAN x RISE
INCHES
17 x 13
21 x 15
24x18
28x20
35 x 24
42x29
49x33
57 x 38
60 x 46
64 x 43
66x51
71 x 47
73x55
77 x 52
81 x 59
83x57
87 x 63
95 x 67
103x71
112 x 75
117 x 79
128x83
137 x 87
142 x 91
EQUI- MINIMUM
VALENT CORNER MINIMUM
DIAMETER RADIUS COVER
INCHES INCHES INCHES
15 3 12
18 3 12
21 3 12
24 3 12
30 3 12
36 3.5 12
42 4 12
48 5 12
54 8 15
54 6 12
60 9 15
60 7 12
66 12 18
66 8 12
72 14 18
72 9 12
78 14 18
84 16 18
90 16 18
96 18 21
102 18 21
108 18 24
Fi'���ii
NOTE:
1. When directed, camber pipe culverts upward
from a chord through the inlet and outlet
inverts an ordinate amount equal to 1% of the
pipe length. Develop camber on a parabolic
curve. If the midpoint elevation on the
parabolic curve as designed exceeds the
elevation of the inlet invert, reduce the amount
of camber or increase the pipe culvert gradient.
2. Fill heights exceeding 100 feet require
special analysis by the CO.
3. The fill heights in the table are for helical
lockseam and welded seam pipe only.
Fill heights for culvert pipe with annular
corrugations are more restrictive than those
of helical lockseam and welded seam pipe.
Obtain approval before furnishing annular
corrugation pipe.
4. Measure minimum cover from the top of the
pipe culvert to the subgrade for flexible
pavements, and to the top of the pavement for
rigid pavements. Measure maximum fill height
from the top of the pipe to the top of the
pavement for both flexible and rigid pavement.
METAL PIPE ARCH CULVERT
FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT
STEEL ALUMINUM
22/3" x 1/Z" CORRUGATIONS 3" x 1" CORRUGATIONS 5" x 1' CORRUGATIONS plpE ARCH 22/3° x 1/Z" CORRUGATIONS 3" x 1" CORRUGATIONS
METAL THICKNESS (INCH/GAGE) EQUI- MINIMUM METAL THICKNESS INCH/GAGE
SIZE VALENT CORNER MINIMUM � �
i16 0. 079/14 0.109/12 0.138/10 0.168/8 0.079/14 0.109/12 0.138/10 0.168/8 0.079/14 0.109/12 0.138/10 0.168/8 SPAN x RISE DIAMETER RADIUS COVER 0. 060/16 0.075/14 0.105/12 0.135/10 0. 060/16 0. 075/14 0.105/12 0.135i
MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) INCHES INCHES INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)
3 17 x 13 15 3 i2 13
2 21 x 15 18 3 12 12
3 24xIS 21 3 12 13
1
1
1
1.3
1�
12
12
12
21
12
21
12
20
12
17 17
12
17 17
17 17
17 17
16
16
16
16
16
21
21
20
16
16
16
16
28 x 20
35 x 24
42x29
49x33
57 x 38
60 x 46
64 x 43
66x51
73 x 55
81 x 59
87 x 63
95 x 67
103x71
24 3 IZ 13
30 3 12 12
36 3.5 15
42 4 15
48 5 15
54 8 15
54 6 18
60 9 18
66 12 18
72 14 21
78 14 21
84 16 24
90 16 24
12
12
12
21
IZ
21
20
17
17
17
17
NO SCALE

_ Finished subgrade �� _
Roadway embankment
2H or 12' (max.) � 2H or 12' (max.)
`J/��
�
Bedding
Natural ground
ABOVE NATURAL GROUND
Finished subgrade �
Roadway embankment
2H or 12'
�//
�
Bedding
Natural ground
ON NATURAL GROUND
Finished subgrade �
Roadway embankment
2H or 12' (max.) � 2H or 12' (max.)
/ /�.. ..H... . . ...... . . ..H.. . "/
✓�
Natural IS"f = . — ground
Beddin9 ... ..... .... —
ABOVE AND BELOW
NATURAL GROUND
LEGEND:
� eedding material (uncompacted)
Embankment material placed in layers
not exceeding 6" compacted depth.
Compacted backfill material placed in layers not
... exceeding 6" compacted depth; or lean concrete
� backfill in accordance with Section 614.
� Impermeable backfill material.
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Finished subgrade �� —
Roadway embankment
2H or 12' (max.) � 2H or 12' (max.)
� .. ...... .. . ...... .. ..... .�✓�
. ..H.. .. _ . ..H.. ..
6„ 6„ ��
Natural �min. � (min. 9round
1/2'%foot of cover, � � Remove unyielding material
12" (min.), 24" (max.) and replace with selected fine
compressible material. Lightly
compact in layers not over
6" in uncompacted depth.
ON UNYIELDING MATERIAL
18" (min.)
in trench
excavation
BEDDING DEPTH
PIPE SIZE (H) DEPTH
12" to 54" 4"
> 54" 6"
Finished subgrade � —
Roadway embankment
� 2H or 12' (max.)
...... ...... . . ...... ... � �
— .. . ...... .. �
— . . _ . . .H . . . . . �
—.... _ H or 36" (max.) for embankment installations
Natural ground
Remove unstable material to
firm bearing soil and rep/ace
with approved granular foundation
fill material properly compacted
ON UNSTABLE MATERIAL
Original natural ground surface
i �e �e �e �e �e� �e
`� Roadway excavation
�' Finished subgrade or
/ � embankment height
��`� before trench excavation
Bedding
Culvert end
treatment
BELOW NATURAL GROUND OR
TRENCH EXCAVATION IN EMBANKMENT
Metal end section
Embankment slope
High water elevation
`-►
A
Piping plug
2'-0" f
�
NOTE:
1. When directed, camber pipe culverts upward from a chord
through the inlet and outlet inverts an ordinate amount equal
to 1% of the pipe length. Develop camber on a parabolic
curve. If the midpoint elevation on the parabolic curve as
designed exceeds the elevation of the inlet invert, reduce the
amount of camber or increase the pipe culvert gradient.
2. H equals the diameter of all round pipe culverts or the rise
dimension of all pipe arch culverts.
3. See Section 704 for bedding and backfill requirements.
MINIMUM SPACING
DIAMETER SPACING
or SPAN
UP to 48" 24"
Half diameter or
48" and UP span or 36';
whichever is less
MULTIPLE PIPE INSTALLATION
Width
Pipe culvert
SECTION A-A
Construct piping plug of impermeable backfill
material at the pipe culvert inlet where
granular material is used for backfill. Width may
be adjusted to tie into impervious material.
PIPING PLUG NO SCALE
letal end
ection
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.... ...... ..... ..... ...... J �
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ul' .117.�'�1/1i:1
ELEVATION
A
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trench excavations depth tab/e
PIPE BEDDING

END SECTIONS FOR ROUND PIPE CULVERT
PIPE SIZE METAL THICKNESS DIMENSIONS SLOPE
DIAMETER STEEL ALUMINUM INCHES
INCHES INCHES GAGE INCHES GAGE A(min) 8(max) H(min) L(f2 ) W(max) Approx.
12 0.064 16 0.060 16 5 7 6 21 44 21/a
15 0.064 16 0.060 16 6 8 6 26 52 21/a
18 0.064 16 0.060 16 7 10 6 31 58 21/s
21 0.064 16 0.060 16 8 12 6 36 66 21/s
24 0.064 16 0.060 16 9 13 6 41 72 21/s
30 0.079 14 0.075 14 11 16 8 51 88 21/s
36 0.079 14 0.075 14 13 19 9 60 105 2
42 0.109 12 0.105 12 15 25 10 69 122 21/s
48 0.109 12 0.105 12 17 29 12 78 131 2
54 0.109 12 0.105 12 17 33 12 84 143 2
60 0.109 12 0.105 12 17 36 12 87 157 1%8
66 0.109 12 0.105 12 17 39 12 87 162 15/8
72 0.109 12 0.105 12 17 44 12 87 169 11/2
78 0.109 12 0.105 12 17 48 12 87 178 13/8
84 0.109 12 0.105 12 17 52 12 87 184 11/3
90 0.109 12 0.105 12 17 58 12 87 I88 11/
96 0.109 12 0.105 12 17 58 12 87 197 11/8
Reirn
edge
�A��� W ���A��
�
A
PLAN
END SECTIONS FOR PIPE ARCH CULVERT
PIPE SIZE EQUI- METAL THICKNESS DIMENSIONS
SPAN x RISE VALENT STEEL ALUMINUM INCHES SLOPE
INCHES DIAM. Approx.
(INCHES) INCHES GAGE INCHES GAGE A(min) 8(max) H(min) L(f2 ) W(max)
17 x 13 15 0.064 16 0.060 16 7 9 6 19 30 21/
21 x 15 IS 0.064 16 0.060 16 7 10 6 23 36 21/
24 x 18 21 0.064 16 0.060 16 8 12 6 28 42 21/
28 x 20 24 0.064 16 0.060 16 9 14 6 32 48 21/
35 x 24 30 0.079 14 0.075 14 10 16 8 39 60 21/2
42 x 29 36 0.079 14 0.075 14 12 18 9 46 75 21/
49 x 33 42 0.109 12 0.105 12 13 21 IZ 53 85 21/
57 x 38 48 0.109 12 0.105 12 18 26 12 63 90 21/
60 x 46 54 0.109 12 0.105 12 18 34 12 70 102 2
64 x 43 54 0.109 12 0.105 12 18 30 12 70 102 2
66 x 51 60 0.109 12 0.105 12 18 33 12 77 116 I1/Z
71 x 47 60 0.109 12 0.105 12 18 33 IZ 77 114 I1/Z
73 x 55 66 0.109 12 0.105 12 18 36 IZ 77 126 I1/Z
77 x 52 66 0.109 12 0.105 12 18 36 IZ 77 126 I1/2
81 x 59 72 0.109 12 0.105 12 18 39 IZ 77 138 I1/z
83 x 57 72 0.109 12 0.105 12 18 39 12 77 138 I1/z
87 x 63 78 0.109 12 0.105 12 20 38 12 77 148 I1/z
95 x 67 84 0.109 12 0.105 12 20 34 12 87 162 I1/z
103 x 71 90 0.109 12 0.105 12 20 38 12 87 174 I1/z
112 x 75 96 0.109 12 0.105 12 20 40 12 87 174 I1/Z
�
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Flat strap Pipe culvert Pipe culvert
connector
Threaded rod
End section
End section
Strap bolt Rod holder
For 12" thru 24" round pipe and For 30" thru 60" round pipe and
17" x 13" thru 28" x 20" pipe arch 35" x 24" thru 66" x 51 " pipe arch
DESIGN A
CONNECTION TO ANNULAR
CORRUGATED METAL PIPE
a
�
0
�
�
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�
1 " Minimum
lap after expansion
�n� I :,
L���
End section
Pipe Culvert
Pay Limit -
Slope
�1
Toe plate extension
SECTION A-A
ROUND OR PIPE ARCH CULVERT
Reinforced edge
� / eCeC \
r ��a� �
-� � _ �
� N
� � Toe plate �
12" (max.) hole
spacing for 3/8" bolts
ELEVATION
ROUND PIPE CULVERT
Smooth galvanized
steel or aluminum pipe
/ 7" for concrete pipe
�culvert less than 30" dia.
13" for 30" dia. and over.
Expanderlug
eolted or welded
Pivor bolr
DESIGN B
CONNECTION TO CONCRETE
PIPE INLET END
Comer plate
Toe plate extension
(min. width A+W)
NOTE:
1. Variations in design and dimensions are permitted to allow
for manufacturer's standards.
2. Fabricate the diameter of the end section of Design 8 to
match the inside diameter of the concrete pipe culvert.
3. Design C may be used in lieu of design A for all metal
pipe culvert sizes. Coupling bands may be any acceptable
type for the pipe culvert specified.
4. Fabricate multiple piece bodies with /ap seams tightly joined
by 3/8" rivets or bolts. Fabricate end section center panels
for 60" and larger diameter pipe and equivalent pipe arch
from 0.138 inch steel or 0.135 inch aluminum.
5. On end section center panels for 66" and larger
equivalent pipe arch provide 21/Z" x 21/z" x 1/4" angle
reinforcement bolted or riveted under the center panel seam.
6. Supplement the reinforced edges of end sections for
60" and larger diameter pipe and 66" and larger
equivalent pipe arch with 21/z" x 21/z" x 1/4" stiffener angles
attached with bolts or rivets.
7. Fabricate connector section, corner plate and toe plate
extensions from the same metal thickness as the panel body.
Use toe plate extension where shown on the plans.
8. Warp embankment slopes to match the slope of the flared
end sections.
i � � � �
,� i � Span �
/ ' �
Cp � / � \
� °�.°' Toe late o �''°�° �
, p
Corner plate
i2" (max.) hole _I � Toe plate extension
spacing for 3/$" bolts (min. width A+W)
ELEVATION
PIPE ARCH CULVERT
Pipe culvert
/ Pipe coupling band shop bolted to
flared end section with 3/8" bolts
at 6" centers (max.) or equivalent
End section riveted or welded connection
�
For all sizes of round pipe and pipe arch
DESIGN C
CONNECTION TO METAL PIPE
OR OUTLET END OF CONCRETE PIPE
NO SCALE
End Section
J
A
�
Span or
diameter
I

Z„ 41�4„ 41�4„
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31�4 n
Sheet 33�6�� 1�6��
Thickness �
�I
Symmetrica/ ls�e" R
about � � 11 �3z„
Splice bolt slots
A� � 3/4" x 21/2" post bolt slot at 6'-3"
spacing, center to center
- z%3z" x 11/8" splice bolt slot.
8 required, each end of rail
RAIL ELEVATION
W BEAM RAIL
5�6��
%sz" '� js/6„ ;
� � �
- II I +
L S�s
5/8" GUARDRAIL BOLT
L Thread Length
11/4" I1/$" minimum
2" I3I4�� minimum
10" 4" minimum
18" 4" minimum
25" 4" minimum
io�
6 �� R
2 �,
Y �
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Splice bolt
�s/ot-s
2� Neutral axis
,��'� -,
�I/�
1/6„
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SECTION A-A
1" dia. x 1/6" deep
recess both sides
�,'
11�4n I 11�6n
yj
5/8" RECESS NUT
GUARDRAIL BOLT AND RECESS NUT
5/8" x 11/4" guardrail splice
bolts and nuts (8 per splice)
Post spacing 6'-3"
� Traffic
^ /� Lap in direction of traffic r
5/8" x 10" guardrail post bolt
� Edge of pavement or
ground line at face of
rail as applicable
POST SPACING
STANDARD POST SECTION
W
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TYPICAL GUARDRAIL CROSS SECTION
Subgrade shoulder.
Widening required for
approach and departure
terminal sections
�ar%a
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Reflective sheeting
placed front and rear
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?4„ I 3
REFLECTOR TAB
(See Note 4)
NOTE:
1. When encountering impenetrable material, see
ET Details 6i7-i3 or 617-24.
2. See Special Contract Requirements when 7 foot or longer posts
are specified.
3. See Special Contract Requirements when the alternative hole
arrangement is specified.
4. Install reflector tab between post bolt and rail, every fourth
post. Alternate reflector tab shapes are acceptable.
5. Modified block may be wood, plastic, or composite material.
Use consistent material throughout the length of guardrail run.
6. Dimensional tolerances not shown or implied are intended to be
those consistent with the proper functioning of the part,
including its appearance, and accepted manufacturing practices.
NO SCALE
N
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symmetry
3�4 ��
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�„ / „ dia.
SIDE FRONT
STRUCTURAL SHAPE POST
(STANDARD HOLE ARRANGEMENT)
1:10 or flatter
Edge of pavement or
groundline at face of rail
�
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5/$" x 10" guardrail bolt
� Reflector tab
W beam rail
6� 8-,
l�'�p 1 �`��a�
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\'� , �
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Modified 8/ock
(See Note 5)
"'� N
4 �
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o �
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STANDARD HOLE �
ARRANGEMENT
POST AND BLOCK DETAIL
5/8" x 10" guardrail
bolt and recess nut
�, -_-
�
N 2'-0" itYP•)
See Note 2
i I �
Aggregate base or as
shown on Typical Section
�
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3�4 " ��
TOP
13� 3�4„ dia.
hole
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POST FACE
BLOCK
3�4�� dia. irYP•) �n
Post length stamp N
ll�z„ h�9h irYP ) _
N
� I3�4�� plain round washer
�" A// posts except those
on terminal sections
5/$" recess nut.
Thread not to extend
� � beyond nut by more
than 1/2"
�
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a�i � �
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� L
n'� d 01
N � O
�per 2 holes for raising guardrail
� accommodate future overlays
�
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TOP
�W6x9
ALTERNATE HOLE
ARRANGEMENT
POST AND BLOCK DETAIL
Hinge line of foreslope
Variable slope but not
steeper than fill slope
SIDE

Anchor plate
ARTBA RE-71-79
4" dia. hole
�
O+
O+
�'x3'�21�" End Plate
with 1 �6" dia. hole -
ARTBA F-38-79
Neutral
axis
�'x1 �" Hex head bolt and
nut ARTBA F-8-76 and steel
washer ARTBA F-13-73 on
front face at neutral axis of rail,
8 required.
1'-10 4"
Z„ 4„ 4„ 4 4„ 4 4„ 3„
0 0
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---� _________�� = J�----
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Standard swagged fitting
ARTBA F-37-76
T " H.S. Hex Nut &
Steel Washer
ARTBA F-35-76
ANCHOR PLATE DETAILS FOR BCT AND MELT ANCHORAGE ASSEMBLY
ARTBA RE-71-79
3"
2'-6„
PLAN
TERMINAL CONNECTOR
ARTBA RE-8-79
1" dia. x 7" long stud
5��� ZI �6" threaded entire length
�„ 11 16�� �„
�
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4" dia. (6x19) galvanized cable to be swage
connected (AASHTO M-30, TYPE )
Standard swagged fitting
W
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CABLE ASSEMBL Y
ARTBA F-37-76
1";PI Holes
%'Xzo %„
post bolt slot
2�2'x3" slots
Note :::_; Holes not required but acceptable
ELEVATION
0.138" Thick Neutral axis
ARBBA RE-3-73 25�° bend � �� ��
M
1 '-4 "
' 4" 4"
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\
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Q+ Q+ + +
Bent Plate 16" thickness
3/4'fIl Holes (Typ.)
ANCHOR PLATE
ARTBA RE-71-79
\
ry
NO SCALE

Standard
post section
�
io
Length of Need _ _ _ —
Hinge line of foreslope _ _ — — — —
using 6' posts _ — — — — —
_----- o `^
,— ��� o �
�� � I � ", —
ti
See Note 6
limits terminal section
PLAN
Pay limits
Guardrail system G4
�
rn
flared
STRAIGHT FLARED OPTION
Standard
post section
Q
a
W
J
w
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3
a
I�
Edge of
shoulder widening
Tangent line projected from the face of the
last two post blocks in the standard post section
20'
-----�� ----- I i0
✓ —_-- 1
�
I
-�
� � 4�
.o
��,E
See Note 6
TEST LEVEL � w
(ft) (ft)
2(<_ 45 mph) 25.0 1.67-2.67
3(> 45 mph) 37.5 2.5-4.0
20'
NOTE:
1. Use details shown as a general guide since manufacturer's
details vary. Install a flared G4 W-beam guardrail terminal
that meets NCHRP-350 or MASH requirements per
manufacturer's recommendations. Ensure that terminal
meets appropriate test level for the project.
2. When placing terminal on a curve and post offsets would
result in the rail encroaching onto the shoulder (e.g., the
inside of a curve), install the posts so that the face of the
rail is at the edge of the shoulder.
3. Pave widened shoulder on both ends of guardrail runs when
indicated on the p/ans.
4. See manufacturer's drawings for other details.
5. Construction of widening for terminal installation is incidental
to the terminal.
6. A flat attenuator terminal head is shown. A rounded W-beam
rail end section may be used.
7. Install a reflectorized object marker according to the
manufacturer's recommendations.
Length of Need _ _ — ��� — _ _ _ _ 10
_---- ---_ 1
Hinge line of foreslope _ — — — — — — — — _
using 6' posts _ — — — — — L �
�—�.—'� _ � 3'
,., Edge Of
— � � m shoulder widening
��— � � � �
� � � � � ol��
• ��
Pay limits
Guardrail system G4
�
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... ,...... .,, ,..,, ..., ..r,r........,...
���� ������J���
PARABOLIC FLARED OPTION
Pay limits terminal section type flared (SRT-350)
Tangent line projected from the face of the
last two post blocks in the standard post section
TEST LEVEL � w
(ft) (ft)
3(> 45 mph) 37.5 3.0 or 4.0
NO SCALE
.,. ,.,.... .,. ..... .,., ..�.,�.,,,...,..... ��� v� i av�v

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A 8 C D E F G H J K L M N P R
18" 24" 0.375" 0.625" 1.5" 2.25" 4 D 2.25" 3 D 2" 2.5" 6.4" 14.6" 9.9" 13.5"
W
�
N
a
a
R
4
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M
NO SCALE

pavement
WITHOUT SHOULDER
�
N
L '�
ok
h�
_�
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shoulder
WITH SHOULDER
ROADSIDE SIGN IN RURAL DISTRICT
W
w/ sw/ w/
n n
�_��_______��_�
ii ii
ii ii
ii ii
�-��_______��-�
ii -ii
SINGLE POST DOUBLE POST
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POST SIZE TABLE
POST MAXIMUM SIGN AREA (SQFT)
POST TYPE SIZE SINGLE DOUBLE TRIPLE
QUADRUPLE
POST POST POST POST
2" x 2" 10 20
Wood 3" x 4" 15 35 45 60
4" x 6" 20 50 75 100
U-Channel Steel 3/b/ft 10* 24 30
Square Tubular Z" 12 ga. 10* 16
Steel 2�� 12 ga. 10* 24**
Corrosion 2 X z
Resistant Steel 10 ga. 10* 24
C/ass 8
a
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0
�
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M
* See Note 2
** See Note 3
Edge
pa veme
WITH ADVISORY SPEED PLAQUE
TRIPLE POST
NOTES:
1. Locate and set sign height according to the MUTCD,
/atest edition.
2. For U-channe% square tubular, and corrosion resistant
stee/ posts for which the sign area is 10 square feet or
less and W is over 4 feet, use double posts. For diamond
shaped signs, determine posts as shown on this detail.
3. For square tabular steel double posts for which the sign
areas is equal to 24 square feet, use slip base according
to manufacturer's recommendations.
4. Refer to Detail E633-04 for bracing information and
breakaway support details for wood, U-channel steel
and square tubular steel posts.
5. Refer to Detail E633-02 for breakaway support details
for corrosion resistant steel posts.
e
w�
SPEED
LIMIT
25
Z�
(min.)
-�
.c
E,
�
Front face
of curb
ROADSIDE SIGN IN BUSINESS
OR RESIDENTIAL DISTRICT
w,
w
w/ w/ w/
QUADRUPLE POST
NO SCALE
ry w
L�
o k w/ w/ w/ W/
i �.
N
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m
�n w/ w/
i�

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R
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M
STEEL POST FOOTING DATA TABLE
STUB CONCRETE FOOTING
POST SIZE
PROJECTION LENGTH DIA, MINIMUM DEPTH
2„ X 2„ 4„ z, 12„ 3,
STEEL POSTS FOR GROUND MOUNTED SIGNS
BASE CONNECTION DATA TABLE (INCH)
POST SIZE BOLT SPECIFICATIONS
(A) (8) (C) (D) (E) (F) t t� (w) (R)
2�. X 2�� Jr�s �� � X 2 1�2 �� HS �71�z 4 5 I 3�4 3�4 I 1�8 �8 3� 6 3� 6 11� 6
450 in-lbs
FUSE PLATE DATA TABLE (INCH)
POST SIZE (G) (H) (J) (K) (L) (M) (N) dl t3 c1 Bo/t Torque
Dia. ft-lbs
2" X 2" 4 2% 1% 2 % %6 % %6 % % % 200
A
E C
R �typ,� �
—} �
- � - O ro
� -� 3
�1
SECTION A-A
BREAKAWAY PLATE
Traffic flow
See Note 3
w '
t ;
��
5/8" �d A325 high-strength
structural bolts (typ.)
�.," , , � �� � �
�~. � '� ' � . � . � . � . � . . �
A , A
�
Sign post� ; I ; � t,
� I�
One flange and
web cut through
�
�
O m c1, no cut
�
A
C
R (typ.)
�
BOND BREAKING PLATE
Sign post
t3�
a� Traffic flow
� See Note 3
m
4
� K
� �— �
� � �
� �
C9 = I I
� Fuse plate
- Z I
f I I
Structural bolts
with washers
— and nuts (typ.)
NOTES:
1. Breakaway sign support is not required for
signs placed behind protective barriers.
2. Install breakaway assembly in the direction
of major traffic.
3. Use the Multiple Post Breakaway detail on
single posts where exposed to opposing
lanes of traffic.
4. Use fuse plates on multiple post
installations only.
5. Use 10 gage C/ass 8 corrosion resistant
square steel posts. Paint brown any
corrosion resistant steel posts that do not
naturally change color to brown.
6. Use galvanized stee/ in breakaway
plates, bond breaking plates, and fastening
structural bolts with nuts and washers.
Paint brown to match the appearance of
the corrosion resistant steel posts.
u
Diameter of 7. Refer to Detail E633-01 for sign mounting
bo/t ho/e dl detai/s.
� Post cut through
at � of plate
Fuse plate,
notches down
Sian nast
SIDE ELEVATION
Drill %" weep hole
eond breaking
plates, 20 ga.
SIDE ELEVATION
See Note 4
MULTIPLE POST BREAKAWAY
(See Note 6)
�
Bond breaking
plates, 20 ga.
NO SCALE
d grade
r � .i��/
�vel
�
FRONT ELEVATI011
See Note 6
FUSE PLATE
See Note 4
Drill j/" weep hole
5/8" Ql A325 high-strength
structural bolts (typ.)
Traffic flow
See Note 3
eevel to allow
� for wrench access
1 \ . �.\ / ��
CONCRETE FOOTING
J1LJL LLL V/'1 / 1V/V
SINGLE POST BREAKAWAY
(See Notes 3 and 6)

i
�
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R
4
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M
� DETOUR
AHEAD
35
M. P. H.
I I � � ///��
II II
II II
II II
� II
RURAL AREA
2�-0„
(Min.)
URBAN AREA
2�-0„
(Min.)
-�
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�
0
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Ll
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35
MP.H.
�� �
35 �
M.P.H.
r.
c
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I I �����
II a
II
II
II
L
' RIGHT'
LANE
CLOSED
PORTABLE SIGNS
(See Notes 3 and 4)
�
Sign panel
� � Traffic
�
`- Wood post (fixed)
0
�
n
Holes (See table)
///�� ///��
��
� I I Note: For signs requiring 6" x 6" posts and
I I 9reater, signs are considered to be
I I non-breakaway if multiple posts are
,J required and the posts cannot be spaced
a minimum of 7 feet apart.
�' I �^l ///�� I I
� ��
II
II
II
II
BREAKAWAYSUPPORT DETAIL
(FIXED SIGNS 4"X 6" AND GREATER POSTS)
FIXED ROAD WA Y SIGNS
�
c
�
0
�
NOTES:
1. Mount signs that are wider than 3 feet or larger
than 10 square feet on double posts.
2. All lumber dimensions are nominal.
3. The Contractor may submit alternate details for
portable signs. Ensure sign mounts hold the sign
face in a vertical plane. Portable signs may be mounted
lower than fixed signs when approved by the CO. Ensure
all portable sign supports meet the requirements
of NCHRP Report 350 for crashworthiness.
4. When parking is permitted within 200 feet of the sign,
mount the sign a minimum of 7 feet above the pavement
surface.
5. When approved by the CO and the Utility Company,
utility poles may be used for sign mounting.
6. For posts 4-inch x 6-inch and greater, see the Breakaway
Support Detail. If breakaway design cannot be used due
to post spacing, place the sign outside the clearzone
or shield with a barrier. Do not place ho%s in posts of
non-breakaway signs.
POST SIZE TABLE
MAXIMUM SIGN AREA
POST SIZE D HOLE (Sq. Ft.)
DIAMETER
1 Post 2 Post 3 Post 4 Post
4"x 4" 4' None Required 10 20
4"x 6" 4' 1.5" 35 50 70
6" x 6" 5' 2" 50 75 100
6" x 8" 5' 3" 85 125 165
NO SCALE

� I STATE PROJECT SHEET
NUMBER
�� NC FW-ALRI 10(4) TO1
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- - - - - - FEDERAL HIGHWAY ADMINISTRATION
� � . . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . .. _- _- - . _- . . . . . . . . . . . . . . . . . . . . . . . . . . EASTERN FEDERAL LANDS HIGHWAY DIVISION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . STERLING, VIRGINIA
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- - .. _ . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . .
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGEE
g
� .. . . . . . . . . . . . . . . . _ . . . . . . _ . . . . _ . . . . . . . . . - .. -_ . . . . . . . . . . . . . . . . . . . . . . . .
� _ _: : - _ CROSS SECTIONS
.. _ _ _
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N.... .... .... .... .... .... .... .... .... .. .. .... .... .... .... .... ....
� I - - - - - - 204+00.00 TO 206+50.00
�

� I STATE PROJECT SHEET
NUMBER
�� NC FW-ALRI 10(4) T02
,. . L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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- - - - - - FEDERAL HIGHWAY ADMINISTRATION
� � . . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . .. _- _- - . _- . . . . . . . . . . . . . . . . . . . . . . . . . . EASTERN FEDERAL LANDS HIGHWAY DIVISION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . STERLING, VIRGINIA
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- - .. _ . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . .
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGEE
g
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� _ _: : - _ CROSS SECTIONS
.. _ _ _
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N.... .... .... .... .... .... .... .... .... .. .. .... .... .... .... .... ....
� I - - - - - - 207+00.00 TO 209+50.00
�

� I STATE PROJECT SHEET
NUMBER
�� NC FW-ALRI 10(4) T03
, : � . . . , . . .�, . . . .
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— - — — — — FEDERAL HIGHWAY ADMINISTRATION
� � . . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . .. _— _— — . _— . . . . . . . . . . . . . . . . . . . . . . . . . . EASTERN FEDERAL LANDS HIGHWAY DIVISION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — . . . . . . . . . . . . . . . . . . . . . . . . . STERLING, VIRGINIA
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- — .. _ . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . .
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGEE
g
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� _ _: : - _ CROSS SECTIONS
.. _ _ _
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N.... .... .... .... .... .... .... .... .... .. .. .... .... .... .... .... ....
� I - - - - - - 210+00.00 TO 212+50.00
�

� I STATE PROJECT SHEET
NUMBER
�� NC FW-ALRI 10(4) T04
,. . . . . . . . . . . L . . . . . . . . . . . . . . . . . .. . . . . . . . . .
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- - - - - - FEDERAL HIGHWAY ADMINISTRATION
� � . . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . .. _- _- - . _- . . . . . . . . . . . . . . . . . . . . . . . . . . EASTERN FEDERAL LANDS HIGHWAY DIVISION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . STERLING, VIRGINIA
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- - .. _ . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . .
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGEE
g
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� _ _: : - _ CROSS SECTIONS
.. _ _ _
a
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N.... .... .... .... .... .... .... .... .... .. .. .... .... .... .... .... ....
� I - - - - - - 213+00.00 TO 215+50.00
�

� I STATE PROJECT SHEET
NUMBER
�� NC FW-ALRI 10(4) TOS
�. . � . , . , . . , . . .
, . N . . . , . . , . . . .
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- - - - - - FEDERAL HIGHWAY ADMINISTRATION
� � . . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . .. _- _- - . _- . . . . . . . . . . . . . . . . . . . . . . . . . . EASTERN FEDERAL LANDS HIGHWAY DIVISION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . STERLING, VIRGINIA
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- - .. _ . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . .
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGEE
g
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� _ _: : - _ CROSS SECTIONS
.. _ _ _
a
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N.... .... .... .... .... .... .... .... .... .. .. .... .... .... .... .... ....
� I - - - - - - 216+00.00 TO 216+90.00
�

� I STATE PROJECT SHEET
NUMBER
�� NC FW-ALRI 10(4) T06
�. L I . . . , . , . . , . . .
, .� . . . , . , . . , . . . .
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- - - - - - FEDERAL HIGHWAY ADMINISTRATION
� � . . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . .. _- _- - . _- . . . . . . . . . . . . . . . . . . . . . . . . . . EASTERN FEDERAL LANDS HIGHWAY DIVISION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . STERLING, VIRGINIA
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- - .. _ . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . .
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGEE
g
� .. . . . . . . . . . . . . . . . _ . . . . . . _ . . . . _ . . . . . . . . . - .. -_ . . . . . . . . . . . . . . . . . . . . . . . .
� _ _: : - _ CROSS SECTIONS
.. _ _ _
a
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N.... .... .... .... .... .... .... .... .... .. .. .... .... .... .... .... ....
� I - - - - - - 217+00.00 TO 219+50.00
�

� I STATE PROJECT SHEET
NUMBER
�� NC FW-ALRI 10(4) T07
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� ��� � � - � � - - � - - � - - � � � � � - � � - � � - - � - - � � � � � - � � �� - - -- - � � - � � - � � - � � � � � � - � � - � � - � � U.S. DEPARTMENT OF TRANSPORTATION
- - -- -- - - - - FEDERAL HIGHWAY ADMINISTRATION
� .. . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . .. -- -- -- .. - . -- . . . . . . . . . . . . . . . . . . . . . . . . . . EASTERN FEDERAL LANDS HIGHWAY DIVISION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . STERLING, VIRGINIA
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- - .. _ . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . .
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGEE
g
� .. . . . . . . . . . . . . . . . _ . . . . . . _ . . . . _ . . . . . . . . . - .. -_ . . . . . . . . . . . . . . . . . . . . . . . .
� _ _: : - _ CROSS SECTIONS
.. _ _ _
a
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N.... .... .... .... .... .... .... .... .... .. .. .... .... .... .... .... ....
� I - - - - - - 220+00.00 TO 222+50.00
�

� � STATE PROJECT SHEET
p I NUMBER
�� � NC FW-ALRI 10(4) T08
. . . a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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� ��� � � - � � - � � - - � - - � � � � � - � � - � � - - � - - � � � � � - � � �� - - -- - � � - � � - � � - � � � � � � - � � - � � - � � U.S. DEPARTMENT OF TRANSPORTATION
- - - - - - FEDERAL HIGHWAY ADMINISTRATION
� � . . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . .. _- _- - . _- . . . . . . . . . . . . . . . . . . . . . . . . . . EASTERN FEDERAL LANDS HIGHWAY DIVISION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . STERLING, VIRGINIA
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- - .. _ . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . .
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGEE
g
� .. . . . . . . . . . . . . . . . _ . . . . . . _ . . . . _ . . . . . . . . . - .. -_ . . . . . . . . . . . . . . . . . . . . . . . .
� _ _: : - _ CROSS SECTIONS
.. _ _ _
a
�
o .. . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . _. -_ . . . . . . . . . . . . . . . . . . . . . . . . MILLTAIL ROAD
N.... .... .... .... .... .... .... .... .... .. .. .... .... .... .... .... ....
� I — — — — — - 223+00.00 TO 225+50.00
�

� I STATE PROJECT SHEET
NUMBER
�� NC FW-ALRI 10(4) T09
. . L . . . . . . . . . . . . L . . . . . . . . . . . . .
N N
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, . . . . � . . . � . . . .
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— - — — — — FEDERAL HIGHWAY ADMINISTRATION
� � . . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . .. _— _— — . _— . . . . . . . . . . . . . . . . . . . . . . . . . . EASTERN FEDERAL LANDS HIGHWAY DIVISION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — . . . . . . . . . . . . . . . . . . . . . . . . . STERLING, VIRGINIA
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- — .. _ . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . .
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGEE
g
� .. . . . . . . . . . . . . . . . _ . . . . . . _ . . . . _ . . . . . . . . . — .. —_ . . . . . . . . . . . . . . . . . . . . . . . .
� _ _: : - _ CROSS SECTIONS
.. _ _ _
a
�
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N.... .... .... .... .... .... .... .... .... .. .. .... .... .... .... .... ....
� I - - - - - - 226+00.00 TO 228+50.00
�

� I STATE PROJECT SHEET
NUMBER
�� NC FW-ALRI 10(4) T10
, L . . . , . , . . , . . . .
N
. . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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— - — — — — FEDERAL HIGHWAY ADMINISTRATION
� � . . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . .. _— _— — . _— . . . . . . . . . . . . . . . . . . . . . . . . . . EASTERN FEDERAL LANDS HIGHWAY DIVISION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — . . . . . . . . . . . . . . . . . . . . . . . . . STERLING, VIRGINIA
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- — .. _ . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . .
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGEE
g
� .. . . . . . . . . . . . . . . . _ . . . . . . _ . . . . _ . . . . . . . . . — .. —_ . . . . . . . . . . . . . . . . . . . . . . . .
� _ _: : - _ CROSS SECTIONS
.. _ _ _
a
�
o .. . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . _. —_ . . . . . . . . . . . . . . . . . . . . . . . . MILLTAIL ROAD
N.... .... .... .... .... .... .... .... .... .. .. .... .... .... .... .... ....
� I - - - - - - 229+00.00 TO 229+90.00
�

� I STATE PROJECT SHEET
NUMBER
�� NC FW-ALRI 10(4) Tll
. . .� . . . . . . . . . . -� . . . . . . . . . . . . . . , .�., . . . . . .
. . � . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . .
, . . . O� . . . . . . �+ . . . . . . . . . . .
. . Z . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . .
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� - _ _
w
�
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� ��� � � - � � - � � - - � - - � � � � � - � � - � � - - � - - � � � � � - � � �� — — -- - � � - � � - � � - � � � � � � - � � - � � - � � U.S. DEPARTMENT OF TRANSPORTATION
— - — — — — FEDERAL HIGHWAY ADMINISTRATION
� � . . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . .. _— _— — . _— . . . . . . . . . . . . . . . . . . . . . . . . . . EASTERN FEDERAL LANDS HIGHWAY DIVISION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — . . . . . . . . . . . . . . . . . . . . . . . . . STERLING, VIRGINIA
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- — .. _ . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . .
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGEE
g
� .. . . . . . . . . . . . . . . . _ . . . . . . _ . . . . _ . . . . . . . . . — .. —_ . . . . . . . . . . . . . . . . . . . . . . . .
� _ _: : - _ CROSS SECTIONS
.. _ _ _
a
�
o .. . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . _. —_ . . . . . . . . . . . . . . . . . . . . . . . . MILLTAIL ROAD
N.... .... .... .... .... .... .... .... .... .. .. .... .... .... .... .... ....
� I — — — — — - 230+00.00 TO 232+50.00
�

� I STATE PROJECT SHEET
NUMBER
�� NC FW-ALRI 10(4) T12
,. . . . . ` . . . . . . . . . . . . . . . . .. . . .
N
�. I . . � . , . , . . , . . .
, . . � . . . , . . .
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, � _
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� - - --- � _
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w
�
0
� ��� � � - � � - � � - - � - - � � � � � - � � - � � - - � - - � � � � � - � � �� — — -- - � � - � � - � � - � � � � � � - � � - � � - � � U.S. DEPARTMENT OF TRANSPORTATION
— - — — — — FEDERAL HIGHWAY ADMINISTRATION
� � . . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . .. _— _— — . _— . . . . . . . . . . . . . . . . . . . . . . . . . . EASTERN FEDERAL LANDS HIGHWAY DIVISION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — . . . . . . . . . . . . . . . . . . . . . . . . . STERLING, VIRGINIA
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- — .. _ . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . .
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGEE
g
� .. . . . . . . . . . . . . . . . _ . . . . . . _ . . . . _ . . . . . . . . . — .. —_ . . . . . . . . . . . . . . . . . . . . . . . .
� _ _: : - _ CROSS SECTIONS
.. _ _ _
a
�
o .. . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . _. —_ . . . . . . . . . . . . . . . . . . . . . . . . MILLTAIL ROAD
N.... .... .... .... .... .... .... .... .... .. .. .... .... .... .... .... ....
� I - - - - - - 233+00.00 TO 235+50.00
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� I STATE PROJECT SHEET
NUMBER
�� NC FW-ALRI 10(4) T13
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� ��� � � - � � - � � - - � - - � � � � � - � � - � � - - � - - � � � � � - � � �� — — -- - � � - � � - � � - � � � � � � - � � - � � - � � U.S. DEPARTMENT OF TRANSPORTATION
— - -- — — — — FEDERAL HIGHWAY ADMINISTRATION
� .. . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . .. _— _— . — . _— . . . . . . . . . . . . . . . . . . . . . . . . . . EASTERN FEDERAL LANDS HIGHWAY DIVISION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — . . . . . . . . . . . . . . . . . . . . . . . . . STERLING, VIRGINIA
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- — .. _ . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . .
ALLIGATOR RIVER NATIONAL WILDLIFE REFUGEE
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� .. . . . . . . . . . . . . . . . _ . . . . . . _ . . . . _ . . . . . . . . . — .. —_ . . . . . . . . . . . . . . . . . . . . . . . .
� _ _: : - _ CROSS SECTIONS
.. _ _ _
a
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o .. . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . _. —_ . . . . . . . . . . . . . . . . . . . . . . . . MILLTAIL ROAD
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� I - - - - - - 236+00.00 TO 238+50.00
�