Attachment 6 - Plans Sheets for Seed Project.pdf
PDF 38 MB Posted
- Attached to
- South Region Construction Multiple Award Task Order Contract (MATOC) Federal contract opportunity
- Solicitation number
- 693C73-25-R-000082
About this file
This document is a project plans sheet for a federal highway construction project in White County, Arkansas, prepared by the Federal Highway Administration's Eastern Federal Lands Highway Division in July 2025. The project involves the reconstruction and resurfacing of Granary South Road (Route 011) within the Bald Knob National Wildlife Refuge, with specific technical details including road width of 18' to 20', base construction using 12" aggregate base course (limestone), and various infrastructure improvements.
The project plan includes comprehensive technical documentation such as a title sheet, location map, typical sections, tabulation of quantities, plan and profile drawings, temporary traffic control plan, and standards and details. Key project elements encompass roadway reconstruction, bank stabilization, pipe culvert replacement, riprap installation, and miscellaneous associated work. The project is part of a larger South Region Construction Multiple Award Task Order Contract (MATOC) by the Department of Transportation Federal Highway Administration, with an expected project cost range between $1,000,000 and $2,000,000.
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Text version
AR FW BLD 11(1)
PROJECT
PLANS FOR PROPOSED PROJECT
AR FW BLD 11(1)
WHITE COUNTY, ARKANSAS
PLANS PREPARED BY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
JULY, 2025
ASHBURN, VIRGINIA
EASTERN FEDERAL LANDS HIGHWAY DIVISION
R
E N
O R
A I
N
N
ST F
R
I
D
D E P A
T
NTOFT A SP
T T
O
U
TE
ATESO
AM
E R
IC
A
M
Project Manager
Jatinder Bains
Lead Designer
Canisha Lyons
Highway Design Manager
Symbols and Abbreviations
Location Map
Typical Sections
Tabulation of Quantities
Plan and Profile (Granary South Road)
Temporary Traffic Control Plan
Standards and Details
DESCRIPTION
INDEX TO SHEETS
SHEET
NO
A01
A02-A03
A04
B01-B04
C01
D01-D28
N02-N04
S01-S17
Title Sheet
LANE MILES:
and Bridges on Federal Highway Projects", FP-24.
"Standard Specifications for Construction of Roads
BRIDGE:
ROAD: WIDTH
18' to 20'
SURFACE BASE
12" ABC
0" to 12" ASC N/A
±12" ASC
N/A
(Reconstruction)
Granary South Road
Granary South Road (Overlay) drainage improvements, and other miscellaneous work.
Roadway reconstruction and resurfacing, bank stabilization, <400
<400 e(max) N/A
C/A None
DESCRIPTION OF PROJECT
IMPROVEMENT:
PROJECT LENGTH: 4.08 Miles
ADT (2026)
ADT (2036)
DHV
%Truck
D
V (MPH)
N/A
50/50
10%
SPECIFICATIONS:
DESIGN DESIGNATION:
Know what'sbelow.
before you dig.Call
R
N
TEXARKANA
PINE BLUFF
MS
LA
TX
MO
FAYETTEVILLE
FORT SMITH CONWAY
JACKSONVILLE
TN
30 65
JONESBORO
WEST MEMPHIS
0 5025
SCALE IN MILES
SPRINGS
HOT ROCK
LITTLE
STATE OF ARKANSAS
KEY MAP
SCALE IN MILES
0 10 20
8.16 Miles
AR FW BLD 11(1)
PROJECT
A05-A06 Survey Information
A07-A08 Horizontal Alignment Data
K01-K02 Drainage Profile
C02-C10 Summaries and Schedules
N https://www.ar811.org/
811 or 1-800-482-8998
Reo Kunori
M03 Erosion and Sediment Control Plan (Staging Area)
P01-P09 Permanent Signing Plan (Granary South Road)
T01-T07 Granary South Road Roadway Cross Sections
U01-U07 Roadway Cross Sections
Bottom 300 Road/ Granary South Road
E01-E05 Granary South Road)
Plan and Profile (Bottom 300 Road/
(Reconstruction)
Bottom 300 Road/ Granary South Road
(Overlay)
Bottom 300 Road/ Granary South Road 0" to 12" ASC
±12" ASC 12" ABC
N/A
18' to 20'
15' to 20'
18' to 20'
M01-M02 Erosion and Sediment Control Narrative
(Granary South Road)
Erosion and Sediment Control Plan M04-M14
M15-M16 Granary South Road)
Erosion and Sediment Control Plan (Bottom 300 Road/
Temporary Traffic Control NarrativeN01
P10-P11 Granary South Road)
Permanent Signing Plan (Bottom 300 Road/
K03 Drainage Plan
© 2025 Microsoft Corporation © 2025 TomTom
BALD KNOB NATIONAL WILDLIFE REFUGE
U.S. FISH AND WILDLIFE SERVICE
U.S. DEPARTMENT OF THE INTERIOR
SOUTH ROAD (ROUTE 011)
REHABILITATION OF GRANARY
:0
A
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T it le S h e e t
F W
S fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
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A D
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W B
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SAMMS No. 2018314754
PROJECT
NUMBER
SHEET
A01
0.00EL.
BH TP
mon.
min.
max.
MP
MOD
ML
monument minimum maximum mile post modification main line
No.
NMSA
NC
N number nominal maximum size aggregate normal crown north
OG
OD
o. to o.
ohwm
o. c.
original ground outside diameter out to out ordinary high water mark on center pvmt.
PT
PST
PSC
PS
prop.
POT
POS
POE
POC
POB
pl.
PI
PGL
PCS
PCC
PC
pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral proposed point on tangent point on spiral point of ending point on curve point of beginning plate point of intersection profile grade line point of curve to spiral point of compound curve point of curve rte.
rt. or RT reqd.
reinf.
RECP
rdwy.
R/W
R.
R route right required reinforcement rolled erosion control product roadway right-of-way range radius spa.
shldr.
sec.
SC
SADT
S spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot
S/W sym.
SW or SDW
STS
struc.
stiff.
stgr.
std.
Sta.
ST
SSD
SS
SRS
sqyd sqft typ.
Ts
TS
traf.
thd.
TBM
T.
T typical tangent distance (spiraled curve) point of tangent to spiral traffic thread temporary bench mark township tangent distance
VPI
vph var.
VC
V vertical point of intersection vehicles per hour varies vertical curve design speed
W west sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot
S/W sym.
SW or SDW
STS
struc.
stiff.
stgr.
std.
Sta.
ST
SSD
SS
SRS
sqyd sqft
1 6
1 6
SEC.
SEC.
E
N 0
00000
JH
RBAR
NO. DATE BY REVISIONS
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
flg.
fin.
flange finish θs Ø ∆c
DY or DTY DW or DTW
DSY
drwg(s).
dist.
diaph.
diag.
dia.
DHV
D ctrs.
CS
cont.
constr. jt.
conn.
conc.
col.
CMP
CL
cc or c. to c.
BW
brg.
br.
BP
BM
bldg.
BL
BK
Asph
ASC
appr.
AMD
AH
Agg
ADT
ACP
abut.
spiral central angle diameter curve central angle total central angle dotted yellow dotted white double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume directional distribution factor centers curve to spiral continuous construction joint connection concrete column corrugated metal pipe centerline center to center broken white bearing bridge balance point bench mark building baseline back asphalt aggregate surface course approach amendment ahead aggregate average daily traffic asphalt concrete pavement abutment expansion joint excavation existing edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation electric superelevation rate east exp. jt.
exc.
ex. or exist.
EW
ESAL
ER
EQ or eq.
EOT
EOS
EOP
emb.
elev.
elec.
e E
HW
HLSD
hex.
hdwl.
inv.
INF
ID
K jt.
high water headlight sight distance hexagon headwall invert infinite inside diameter
K-Value joint lat.
lam.
L latitude lamination length of curve
LW
lt. or LT Ls
LPSM
long.
LOD
low water left length of spiral lump sum longitudinal Limits of Disturbance ftg.
gnd or grnd galv.
GAB
ga.
HW
HLSD
hex.
hdwl.
footing ground galvanized graded aggregate base gage (gauge) high water headlight sight distance hexagon headwall
National Boundary
State Boundary
County Boundary
City Boundary
Township or Range Line
Section Line
Section Corner (Found, Projected)
Section Line4
Section Corner (Found, Projected)4
Section Line16
Section Corner (Found, Projected)16
Property Line w/Found Property Corner
Parcel Number
National Park Boundary
National Forest Boundary
National Wildlife Refuge Boundary
BLM Lands Boundary
Indian Reservation Boundary
Existing Roadway (Road, Paved, Gravel)
Railroad
Trail
Intermittent Drainage or Small Creek
Large Creek or River
Lake, Pond or Reservoir
Spring or Seep
Treeline; Individual Trees
Material Source; Bore Hole; Test Pit
Spot Elevation; Coordinate Grid Tick
Control Point (Terrestrial and GPS); Jump Hub
Sheet 1 of 2
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SYMBOLS AND ABBREVIATIONS
PROJECT
A02
N
AREA PATTERN
PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
Proposed Metal Gate
Berm
Temporary Stream Diversion, Bypass Pumping
Temporary Stream Diversion, Ditch Reconditioning
Fiber Roll or Wattle
North Arrow
Fence
Gate with Fence
Cattleguard
Guardrail
Retaining Wall
Concrete Barrier
Slope Stake Limits
Delineators
Signs (single, double post; portable)
Transition
Toe of Fill
Top of Cut
Pipe Culvert (arrow shows flow)
Pipe Culvert with End Section
Pipe Culvert with Headwall
Underdrain
Pipe Culvert with Drop Inlet
Box Culvert
Underground Utilities
Overhead/Above Ground Utilities
STEAM = steam, T = telephone, TV = CATV, W = water
P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, Light, Support w/Anchor)
Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features
UP = transformer or junction box, WF = water fountain
EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Building
Right-of-Way Line with Monument
Permanent Easement
Construction Easement
Riprap
EXISTING PROPOSED
DI
Pavement Removal / Roadway Obliteration
Full Depth Pavement
Sidewalk Asphalt/Concrete
Mill and Overlay
Overlay
Silt Fence
Diversion Berm
Drainage Divide
Check Dam
Limits of Disturbance
Sheet 2 of 2
Aggregate Overlay
Roadway Reconstruction
Rolled Erosion Control Product
TransitionTr.
Clearing and Grubbing
ABC Aggregate base course
LNFT
approx.
linear feet approximately
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U s e rs
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R F
W B
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A
-A
-A R
F W
B L
D
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SYMBOLS AND ABBREVIATIONS
PROJECT
A03
SCALE IN MILES
0 0.5 1.0
U n n a m e d R d
Huntsman Rd
S a fl e y R d
Pruitt Dr
Over flowCreek
L ittle
R e d R iv e r
C o a l
C h u te R d G r a n a r y
S o u th
R o a d
N
WILDLIFE REFUGE
BALD KNOB NATIONAL
No work from 234+94.88 to 235+35.14
Existing Low Water Crossing to remain.
N o r th O v e r fl o w C r e e k R d
M o is t
S o il L o o p R d
A
G ra n a ry
N o rt h R d
Field North Rd.
Thousand Acre
S o u th O v e r fl o w C r e e k R d
H o u s e p la c e R d
D it c h
R d
Norton Rd.
Houseplace Rd.
Bottom 300 Rd.
River Rd.
P ip e li n e R d
R iv e r R d
Field Middle Rd.
Thousand Acre
Field South Rd.
Thousand Acre m ile s t o S ea rcy
U.S. DEPARTMENT OF TRANSPORTATION
BALD KNOB NATIONAL WILDLIFE REFUGE
326+90.00
Granary South Road work
End Bottom 300 Road/ Granary South Road work
Begin Bottom 300 Road/
301+00.00
End Granary South Road work
289+15.63
Begin Granary South Road work
100+20.00
100+20.00 to 289+15.63 Granary South Road:
301+00.00 to 326+90.00
Bottom 300 Road/ Granary South Road:
35.259883, -91.574653
Staging Area, 15 miles to Augusta
© 2025 Microsoft Corporation © 2025 TomTom
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LOCATION MAP
PROJECT
A04
A T T E
R E
D R
IP
R A P
B o ll a r d
S T
E E
L
Coal Chute Rd.
x .2
' S
T E
E L P I P
E
NO
VEHICLES
THIS POINT
BEYOND
"x
.3 R C P
24"x41.88' CMP
AREA
CLOSED
20042003 x .4 ' C
M P
12"x?' C
MP
NO
VEHICLES
WITH LUGS
10"
7"
13"
7"
8"
"x
.1
C M
P
"x
.2
C M
P
12"
14"
15"
7" 12"
10" 22"
15"
9"
9" DBL
8"
10" 10"
14"
22"
19"
10" DBL
9"
96"x43.43' STEEP PIPE
UNDERWATER
WHEN
ROAD UNSAFE
WARNING!
15"
18"
14"
15"
UNDERWATER
WHEN
ROAD UNSAFE
WARNING!
Az. 264° 30.83'
Az. 7 7°
42.2 6'
A z.
.5
.4
A z.
3.
2°
3.
A
z. 319.4°
39.91'
FHWA-AC
A z .5
.0 to
Az. 269.2°
30.94'
Az. 286.9°
42.86'
FHWA-AC
NAIL
Az . 2
.9
.8 5'
Az. 293.3°
52.7'
A z.
.6
Az. 278.9°
17.24'A z . 3
.7
Az .8
.6 1'
A z.
.9
.3
CP
A z . 1
.1
A z.
.9
.1
NAIL
FHWA-AC
A z.
.4
.0
A z .2
.8
A z . 1
.9
.8
Az. 278.1°
30.67'
A z .8
.7
Az
5.
1°
.6 6'
16"
11"
24"
.9
A
z. 1
.6
37.34'
Az. 84.3°
NN NN
N N N N N
NNNNN
14"
.9
.9
Lat.: N35°14'48.52302" Long.: W91°34'21.09137"
Az. 261 .1°
128'
NAIL NAIL NAIL NAIL
NAIL
NAIL
NAIL
FHWA-AC
PROJECT CONTROL POINTS
NAME NORTHING EASTING ELEV. TYPE
4002 324259.523 1439851.097 194.359 NAIL
4003 335017.819 1440109.893 197.998 NAIL
4004 335903.045 1440121.320 197.959 NAIL
4005 337608.666 1440163.403 202.752 NAIL
4006 327321.427 1440087.007 198.092 NAIL
4007 326996.723 1440252.103 195.770 NAIL
4008 326594.334 1440222.802 196.461 NAIL
4009 326183.281 1440107.024 196.402 NAIL
4010 325667.324 1440076.215 197.669 NAIL
14"
PROJECT COORDINATE SYSTEM
Coordinate System : US State Plane 1983 Zone : Arkansas North 0301 Hor. Datum : NAD 1988 (Conus) Vert. Datum : NAVD 1988 (Conus) Geoid Model : GEIOD12B Conus) Units : US Survey Foot
NOTE:
Azimuth angle shown is based on north axis at clockwise rotation.
2001 324139.194 1439978.459 194.379 REBAR#FHWA-AC
2002 324403.585 1440094.038 194.183 REBAR#FHWA-AC
2003 332339.509 1439951.965 197.175 REBAR#FHWA-AC
2004 332765.143 1439970.525 196.820 REBAR#FHWA-AC
4001 324643.144 1440059.918 197.533 REBAR#ADJ CP
NOT TO SCALE
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SURVEY INFORMATION
PROJECT
A05
A T T E
R E
D R
IP
R A P
S C
ATT
ER
ED
R
IP
R A P
B o ll a r d
12" PVC
DIRECTION ONLY
STE
EL
BO
LL
ARDS
x .5
' S
T E E L P
IP
E
16" DBL
8" DBL
13"
8" DBL
14"
18"
14"
12" DBL
10" DBL
10" DBL
36"x40.09' STEEL PIPE
12"
8"
NO
VEHICLES
THIS POINT
BEYOND
Az. 292.1°
348.22' to 4002
Az. 109.8°
144.05'A
z. 1
.2
.0
Az.
76.5
66.4
1'
NAIL
NAIL
Az. 7 9.7°
117.8 7'
N35°12'59.76917"
W91°34'21.35896"
Az . 6
4.
9°
.1 2'
NAIL
Az . 2
.2°13
5.5 9'
A z . 1
.9
.3
Az. 267.8°
26.98'
A z .5
.9
A
z. 3
.1
.4
N N NN
N
NNN
NAIL
117.1°
350.72'
89.
16'
Az.
.9°
Lat.: N35°12'32.84773"
Long.: W91°34'27.31838"
S T E
E L
7"
NAIL
NAIL NAIL
PROJECT CONTROL POINTS
NAME NORTHING EASTING ELEV. TYPE
4011 324390.592 1439528.421 197.055 NAIL
4012 324064.892 1440503.992 195.498 NAIL
4013 324208.723 1440127.479 189.584 NAIL
4014 324224.383 1440191.656 195.014 NAIL
4017 321769.682 1439996.059 195.935 NAIL
4018 319390.300 1439994.753 194.822 NAIL
4019 319045.699 1439513.372 196.664 NAIL
4020 319030.753 1440025.906 194.111 NAIL
4021 317146.298 1440009.316 199.330 NAIL
PROJECT COORDINATE SYSTEM
Coordinate System : US State Plane 1983
Zone : Arkansas North 0301
Hor. Datum : NAD 1988 (Conus)
Vert. Datum : NAVD 1988 (Conus)
Geoid Model : GEIOD12B Conus)
Units : US Survey Foot
Azimuth angle shown is based on north axis at clockwise rotation.
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SURVEY INFORMATION
PROJECT
A06
GRANARY SOUTH ROAD (ROUTE 011)
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HORIZONTAL ALIGNMENT DATA
PROJECT
A07
U.S. DEPARTMENT OF TRANSPORTATION
BOTTOM 300 ROAD/ GRANARY SOUTH ROAD
(ROUTES 113BZ AND 011)
BALD KNOB NATIONAL WILDLIFE REFUGE
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HORIZONTAL ALIGNMENT DATA
PROJECT
A08
AGGREGATE OVERLAY
100+20.00 to 234+94.88 and 235+35.14 to 287+00.00 and establish turf
Embankment construction (typ.)
1V:1H& flatter 1V:1
H
& f latt er 4% 4%
Existing ground
Granary South Road
(Route 011)
� Aggregate surface course (limestone), varies 0-12" depth
Limits of disturbance
Aggregate surface course (limestone) shoulder, 4" depth
Proposed profile grade
ROADWAY RECONSTRUCTION
287+00.00 to 289+15.63
Existing ground
Proposed profile grade
Varies 18-20'
4% & var.
Roadway excavation, 12" depth
Separation geotextile, woven
Aggregate surface course (limestone), 12" depth and varies
1V:
1H
& fl atte r 1V:1H& flatter
Granary South Road (Route 011)
4% & var.
Aggregate surface course (limestone) shoulder, 4" depth and establish turf Embankment construction (typ.)
See Notes 4 and 5 (typ.)
See Notes 4 and 5 (typ.)
Aggregate base (limestone), 12" depth
Varies
Limits of disturbance
Varies
Varies Embankment slope, Varies 0-1' Shoulder, Varies Embankment slope, Varies 0-1' Shoulder, Varies Embankment slope, Varies 0-1' Shoulder, Travel Way
Travel Way
Varies 0-1' Shoulder, Varies Embankment slope, Varies 18-20'
1. Correct deficient cross-slopes and make adjustments to achieve positive drainage as approved by the CO.
2. Perform selective clearing and grubbing within the limits of disturbance as directed by the CO.
3. Establish turf on disturbed areas according to Section 625 after completing grading, as directed by the CO.
4. Maintain a fill slope of 1V:2H or flatter to the maximum extent practicable. If necessary, the fill slope may exceed 1V:2H but cannot be steeper than 1V:1H. For fill slopes steeper than 1V:2H and 5 feet in height or greater, place class 3 riprap for slope stabilization.
5. Install RECP, Type 5.F for slope stabilization in accordance with Detail E629-A for slopes steeper than 1V:2H.
NOTES:
2' and varies
2' and varies 2' and varies
2' and varies
Sheet 1 of 4
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B L
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TYPICAL SECTIONS
PROJECT
B01
Existing aggregate surface
Existing base
(limestone) overlay
Aggregate surface course
Existing elevation and Profile sheets varies, as shown in Plan
Overlaid elevation, Transition length
DRIVEWAY TRANSITION
20' min.
(Route 011)
South Road
Tie-in to Granary
Prepare roadway bed according to Subsection 303.07.
Sheet 2 of 4
:4
J u ly
S h e e t fh fl fi le s e rv e .f lh d
.f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v
\C A
D D
\B
A R
F W
B L
D
(1 ty p .d g n
TYPICAL SECTIONS
PROJECT
B02
ROADWAY RECONSTRUCTION
302+20.00 to 302+50.00 and 304+85.00 to 310+50.00
Existing ground
Proposed profile grade Aggregate base (limestone), 12" depth
20' e%
Roadway excavation, 12" depth
Separation geotextile, woven
Aggregate surface course
(limestone), 12" depth and varies
Bottom 300 Road/Granary South Road
(Routes 113BZ and 011) e%
Aggregate surface course (limestone) shoulder, 4" depth and establish turf Embankment construction (typ.)
1V:1H& flatter
ROADWAY RECONSTRUCTION AT INTERSECTION TIE-IN
302+50.00 to 304+85.00
Limits of disturbance
1. Correct deficient cross-slopes and make adjustments to achieve positive drainage as approved by the CO.
2. Perform selective clearing and grubbing within the limits of disturbance as directed by the CO.
3. Establish turf on disturbed areas according to Section 625 after completing grading, as directed by the CO.
4. Maintain a fill slope of 1V:2H or flatter to the maximum extent practicable. If necessary, the fill slope may exceed 1V:2H but cannot be steeper than 1V:1H. For fill slopes steeper than 1V:2H and 5 feet in height or greater, place class 3 riprap for slope stabilization.
5. Install RECP, Type 5.F for slope stabilization in accordance with Detail E629-A for slopes steeper than 1V:2H.
NOTES:
Varies 0-1' Shoulder, Travel Way Road intersection
Tie-in to Granary South
See Notes 4 and 5 (typ.)
Existing ground
Proposed profile grade
Varies 18-20'
4% & var.
Roadway excavation, 12" depth
Separation geotextile, woven
Aggregate surface course (limestone), 12" depth and varies
1V:
1H
& fl atte r 1V:1H& flatter
Bottom 300 Road/Granary South Road (Routes 113BZ and 011)
4% & var.
Aggregate surface course (limestone) shoulder, 4" depth and establish turf Embankment construction (typ.)
See Notes 4 and 5 (typ.)
Aggregate base (limestone), 12" depth
Limits of disturbance
Varies
Varies Embankment slope, Varies 0-1' Shoulder, Varies Embankment slope, Varies 0-1' Shoulder, Travel Way
Varies
Varies Embankment slope, Varies
2' and varies
2' and varies
2' and varies
Sheet 3 of 4
U.S. DEPARTMENT OF TRANSPORTATION
BOTTOM 300 ROAD/ GRANARY SOUTH ROAD
(ROUTES 113BZ AND 011)
BALD KNOB NATIONAL WILDLIFE REFUGE
:3
J u ly
B fh fl fi le s e rv e
.f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \B
B
-B
A R
F W
B L
D
(1 ty p .d g n
TYPICAL SECTIONS
PROJECT
B03
AGGREGATE OVERLAY
301+00.00 to 302+20.00 and 310+50.00 to 326+90.00 and establish turf
Embankment construction (typ.)
1V:1H& flatter 1V:1
H
& f latt er 4% 4%
Existing ground
Bottom 300 Road/Granary South Road
(Routes 113BZ and 011)
Aggregate surface course (limestone), varies 0-12" depth
Limits of disturbance
Aggregate surface course (limestone) shoulder, 4" depth
Proposed profile grade
See Notes 4 and 5 (typ.)
Varies
Varies Embankment slope, Varies 0-1' Shoulder, Travel Way
Varies 0-1' Shoulder, Varies Embankment slope, Varies 18-20'
1. Correct deficient cross-slopes and make adjustments to achieve positive drainage as approved by the CO.
2. Perform selective clearing and grubbing within the limits of disturbance as directed by the CO.
3. Establish turf on disturbed areas according to Section 625 after completing grading, as directed by the CO.
4. Maintain a fill slope of 1V:2H or flatter to the maximum extent practicable. If necessary, the fill slope may exceed 1V:2H but cannot be steeper than 1V:1H. For fill slopes steeper than 1V:2H and 5 feet in height or greater, place class 3 riprap for slope stabilization.
5. Install RECP, Type 5.F for slope stabilization in accordance with Detail E629-A for slopes steeper than 1V:2H.
NOTES:
2' and varies 2' and varies
Sheet 4 of 4
U.S. DEPARTMENT OF TRANSPORTATION
BOTTOM 300 ROAD/ GRANARY SOUTH ROAD
(ROUTES 113BZ AND 011)
BALD KNOB NATIONAL WILDLIFE REFUGE
:3
J u ly
B fh fl fi le s e rv e
.f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \B
B
-B
A R
F W
B L
D
(1 ty p .d g n
TYPICAL SECTIONS
PROJECT
B04
:2
J u ly
Q u a n ti ty
T a b u la ti o n S h e fh fl fi le s e rv e .f lh d
.f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v
\C A
D D
\C
-C
-A R
F W
B L
D
(1 x x .d g n
TABULATION OF QUANTITIES
PROJECT
C01
Sheet 1 of 9
SOIL EROSION CONTROL SUMMARY
:0
J u ly
E r o s io n C o n tr o l S h e fh fl fi le s e rv e .f lh d
.f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v
\C A
D D
\C
-C
-A R
F W
B L
D
(1 x x .d g n
SUMMARIES AND SCHEDULES
PROJECT
C02
Sheet 2 of 9
:3
J u ly
E r o s io n C o n tr o l S h e fh fl fi le s e rv e .f lh d
.f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v
\C A
D D
\C
-C
-A R
F W
B L
D
(1 x x .d g n
SUMMARIES AND SCHEDULES
PROJECT
C03
Sheet 3 of 9
:3
J u ly
E r o s io n C o n tr o l S h e fh fl fi le s e rv e .f lh d
.f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v
\C A
D D
\C
-C
-A R
F W
B L
D
(1 x x .d g n
SUMMARIES AND SCHEDULES
PROJECT
C04
CLEARING AND REMOVALS SUMMARY
Sheet 4 of 9
:1
J u ly
C le a r in g a n d
R e m o v a ls fh fl fi le s e rv e .f lh d
.f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v
\C A
D D
\C
-C
-A R
F W
B L
D
(1 x x .d g n
SUMMARIES AND SCHEDULES
PROJECT
NUMBER
SHEET
AR FW BLD 11(1) C05
Sheet 5 of 9
EARTHWORK SUMMARY
:0
J u ly
E a r th w o r k fh fl fi le s e rv e .f lh d
.f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v
\C A
D D
\C
-C
-A R
F W
B L
D
(1 x x .d g n
SUMMARIES AND SCHEDULES
PROJECT
C06
Sheet 6 of 9
DRAINAGE SUMMARY
:5
J u ly
D r a in a g fh fl fi le s e rv e .f lh d
.f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v
\C A
D D
\C
-C
-A R
F W
B L
D
(1 x x .d g n
SUMMARIES AND SCHEDULES
PROJECT
C07
Sheet 7 of 9
PERMANENT SIGN SUMMARY
:5
J u ly
P e r m a n e n t S ig s fh fl fi le s e rv e .f lh d
.f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v
\C A
D D
\C
-C
-A R
F W
B L
D
(1 x x .d g n
SUMMARIES AND SCHEDULES
PROJECT
C08
CONSTRUCTION SIGN SUMMARY
Sheet 8 of 9
:5
J u ly
C o n s tr u c ti o n S ig s fh fl fi le s e rv e .f lh d
.f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v
\C A
D D
\C
-C
-A R
F W
B L
D
(1 x x .d g n
SUMMARIES AND SCHEDULES
PROJECT
C09
TEMPORARY TRAFFIC CONTROL SUMMARY
Sheet 9 of 9
:3
J u ly
T e m p o r a r y T r a f f ic
C o n tr o l fh fl fi le s e rv e .f lh d
.f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v
\C A
D D
\C
-C
-A R
F W
B L
D
(1 x x .d g n
SUMMARIES AND SCHEDULES
PROJECT
C10
48"x34.44
' STEEL PIPE
ELEV. 192.82
ELEV. 192.89'
ELEV. 193.98'
48"x46.27' STEEL PIPE
ELEV. 194.89'
24"x39.27' CMP
ELEV. 194.92'
APPROXIMATED
LOCATION
E L E V .7
"x
.6
C
M P
E L E V .8
STEEL
STEEL
N O
PA
R K
IN
G
STEEL
N A I L
C o a l
C h u te R d
N
See Typical Sections
100+20.00 to 234+94.88
Place aggregate overlay, ROAD WORK
BEGIN GRANARY SOUTH
Construction centerline of roadway (typ.)
Proposed edge of roadway (typ.)
Existing edge
1,440,149.4877E=
337,600.0510N=
100+20.00
NOTE:
Do not disturb overhead power lines and underground gas lines.
A1
See Typical Sections
Perform driveway transition.
GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
H U
N T
S M
A N R
O A
D
Limits of fill (typ.)
T1
0 1
ROAD WORK
BEGIN GRANARY SOUTH
'202.25Elev.=
100+20.00
Proposed profile
Existing ground
4%LT
RT
-4%
RT
LTTr.
Tr.
100+44.00
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
PLAN AND PROFILE
SCALE IN FEET
0 25 50
98+50 99+0099+00 99+50 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
208 208
210 210
-2.12%
-0.06% +0.11%
-1.43%
-0.06%
.6
.2
.4
.6
.3
L
' VC68
50K =
'INFHLSD =
' VC50
296K =
'INFHLSD =
.2
:5
J u ly
A L
I m a in
D
S h e t] fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D01
AR FW BLD 11(1)
M A
T C
H L I N
E
Sheet 1 of 28
Construction centerline of roadway (typ.)
Proposed edge of roadway (typ.)
Existing edge
See Typical Sections
100+20.00 to 234+94.88
Place aggregate overlay, GRANARY SOUTH ROAD of shoulder (typ.)
Proposed edge
Limits of fill (typ.)
Existing ground
Proposed profile
4%
-4%
RT
LT
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+50
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
208 208
-0.20%
+0.15%
+0.11%
-0.20%
.6
.2
.6
.0
.2
.2
H
' VC50
160K =
'3488SSD =
' VC50
141K =
'INFHLSD =
:2
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D02
AR FW BLD 11(1)
M A
T C
H L I N
E
M A
T C
H L I N
E
Sheet 2 of 28
I L
NSee Typical Sections
100+20.00 to 234+94.88 overlay,Place aggregate
Construction centerline of roadway (typ.)
Proposed edge of roadway (typ.)
Existing edge
GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
Limits of fill (typ.)
Proposed profile
Existing ground
RT
LT
-4%
4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+50 118+00 118+50 119+00 119+50 120+00
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
208 208
-0.30% +0.30% -0.30%+0.15% -0.30% +0.30%
-0.30%
.0
.2
.1
.8
.5
.2
.4
.9
.2
.7
.7
.9
' VC53
116K =
'2403SSD =
' VC100
167K =
'1849SSD =
' VC50
83K =
'INFHLSD =
' VC100
166K =
'INFHLSD =
:3
J u ly
A L
I m a in
D
S h e
U s e rs
\r e o .k u n o ri
\D o c u m e n ts
\A R
F W
B L
D (1
D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D03
AR FW BLD 11(1)
M A
T C
H L
IN
E
M A
T C
H L
IN
E
Sheet 3 of 28
ELE
V
1.
"x
.3 ' R
C P
E L E
V .0
E L E
V .7 x .8
C M
P
A R
E
O S
E D
E L E
V .1
W I T
H G
A T
E
N O
V E H
IC
LE
S
TH
IS
P
O
IN
T
BE
YO
D
I L
N
Construction centerline of roadway (typ.)
Proposed edge of roadway (typ.)
Existing edge See Typical Sections
100+20.00 to 234+94.88
,overlayPlace aggregate
See Typical Sections
.Perform driveway transition
See Typical Sections
.Perform driveway transition
A2
GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
T H
O U S A
N D A
C R E F
IE
LD
O
R T H R
O A
D
T H
O U
S A
N D A
C R
E F I E
R T
H R
O A
D
Limits of fill (typ.)
T2
1 1 2 1 3 1
Proposed profile
Existing ground
RT
LT
-4%
4%
RT
LT
e = 4% Tr.e = 2%Transition
125+83.00 126+19.00 126+81.05 127+06.00
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
120+50 121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00 125+50 126+00 126+50 127+00 127+50
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
208 208
-0.30%
+0.38%
+0.97%+0.30%
-0.30% +0.38%
.8
.2
.8
.5
.4
.7
' VC100
167K =
'1852SSD =
' VC50
74K =
'INFHLSD =
:5
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D04
AR FW BLD 11(1)
M A
T C
H L I N
E
0 M
A T
C H L I N
E
Sheet 4 of 28
R I E
D
W E
L L
W E
L L
W
W
N of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge
Construction centerline
See Typical Sections
100+20.00 to 234+94.88
,overlayPlace aggregate
A3
A4
A5
A6
GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
Limits of fill (typ.)
Proposed profile
Existing ground
RT
LT
-4%
4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
128+00 128+50 129+00 129+50 130+00 130+50 131+00 131+50 132+00 132+50 133+00 133+50 134+00 134+50
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
208 208
-0.41%
+0.25%
+0.97%
-0.41%
.3
.8
.7
.3
.2
.0
36K =
'809SSD =
' VC80
122K =
'INFHLSD =
:2
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D05
AR FW BLD 11(1)
M A
T C
H L I N
E
M A
T C
H L I N
E
Sheet 5 of 28
E
V .7 x .0
I R
O N P I P
E
E L E
V .3
N of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge Construction centerline
See Typical Sections
100+20.00 to 234+94.88
,overlayPlace aggregate
A7 A9 A10
A8 GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
Limits of fill (typ.)
Proposed profile
Existing ground
Existing 13" iron pipe culvert
RT
LT
4%
-4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
134+50 135+00 135+50 136+00 136+50 137+00 137+50 138+00 138+50 139+00 139+50 140+00 140+50 141+00 141+50
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
208 208
-0.30% +0.30% +0.25%
-0.30%
+0.30% -0.29%
.3
.3
.8
.3
.8
.3
.4
.7
.1
.0
.1
92K =
'2011SSD =
' VC80
134K =
'1848SSD =
' VC80
133K =
'INFHLSD =
' VC50
85K =
'INFHLSD =
:4
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D06
AR FW BLD 11(1)
M A
T C
H L I N
E
M A
T C
H L I N
E
Sheet 6 of 28
F
W A A
C
N of roadway (typ.)
Existing edge of shoulder (typ.)
Proposed edge
Construction centerline
See Typical Sections
100+20.00 to 234+94.88
,overlayPlace aggregate
A11
A12
GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
Limits of fill (typ.)
T3
Proposed profile
Existing ground
RT
LT
4%
-4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
142+00 142+50 143+00 143+50 144+00 144+50 145+00 145+50 146+00 146+50 147+00 147+50 148+00 148+50 149+00
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
208 208
-0.30% +0.30% -0.35%
+0.30% +0.30%
.8
.3
.3
.1
.4
.0
.2
.1
' VC70
118K =
'1854SSD =
' VC50
76K =
'1673SSD =
' VC70
117K =
'INFHLSD =
:2
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D07
AR FW BLD 11(1)
M A
T C
H L
IN
E
5 M
A T
C H L I N
E
Sheet 7 of 28
V E H
IC
LE
S
W
IT
H
LU
GS
ELEV. 190.73'
48"x41.4' CMPE
L E
V .0
E L E
V .9
"x
.1
C M
P E L E
V .4
E L E
V .2
"x
T
Y P E U
N K
D
IR
E C
T
IO
N O
N
LY
F H
W A -A
C
N of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge
Construction centerline
See Typical Sections 100+20.00 to 234+94.88
,overlayPlace aggregate
See Drainage Profile Install 24" x 48' CMP culvert.
Remove existing 12" pipe culvert.
See Typical Sections Perform driveway transition.
See Typical Sections Perform driveway transition.
A13 A14 clearing and grubbing Perform 60 sqyd of selective
GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
T H
O U
S A
N D A
C R
I E L
D M I D
D L
E R
O A
D
Limits of fill (typ.)
T4
T H
O U
S A
N D A
C R
E
F I E L
D M I D
D L
E R
O A
D
0 1
2 1
Proposed profile
Existing ground
Pipe material is unknown.
Remove existing 12" pipe culvert.
See Drainage Profile Install 24" x 48' CMP culvert.
RT
LT
4%
4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
149+00 149+50 150+00 150+50 151+00 151+50 152+00 152+50 153+00 153+50 154+00 154+50 155+00 155+50 156+00
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
208 208
+0.31% -0.63%
+0.30%
-0.35% +0.31%
-0.63%
.8
.2
.7
.9
.7
.1
75K =
'INFHLSD =
' VC75
81K =
'INFHLSD =
-0.35%
:5
J u ly
A
L I_ m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D08
AR FW BLD 11(1)
M A
T C
H L
IN
E
M A
T C
H L
IN
E
Sheet 8 of 28
RIPRAP
of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge Construction centerline
See Typical Sections
100+20.00 to 234+94.88
,overlayPlace aggregate
GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
Limits of fill (typ.)
Proposed profile
Existing ground
RT
LT
-4%
4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
156+50 157+00 157+50 158+00 158+50 159+00 159+50 160+00 160+50 161+00 161+50 162+00 162+50 163+00 163+50
186 186
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
-0.30% +0.30% -0.30% +0.30% -0.30% +0.30%
.1
.4
.1
.4
.1
.4
.8
.4
.8
.4
.7
.4
.5
.5
.6
.4
.4
.4
83K =
'1816SSD =
' VC50
83K =
'1816SSD =
' VC50
83K =
'1816SSD =
' VC50
83K =
'INFHLSD =
' VC50
83K =
'INFHLSD =
' VC100
166K =
'INFHLSD =
:2
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D09
AR FW BLD 11(1)
M A
T C
H L
IN
E
M A
T C
H L
IN
E
Sheet 9 of 28
Y
I L I
U
I R
B
G
I N R A W
U G
G A
S
N of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge
Construction centerline
See Typical Sections
100+20.00 to 234+94.88
,overlayPlace aggregate
A15
NOTE:
Gas line crosses Granary South Road at approximate MP 1.2.
Gas line is to remain. Do not disturb gas line.
GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
Limits of fill (typ.)
Proposed profile
Existing ground
RT
LT
-4%
4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
163+50 164+00 164+50 165+00 165+50 166+00 166+50 167+00 167+50 168+00 168+50 169+00 169+50 170+00
186 186
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
-0.41% -0.30% +0.28%+0.30% -0.41% +0.30% -0.30%
.3
.4
.1
.4
.6
.4
.5
.8
.0
.3
.5
.4
70K =
'1536SSD =
' VC50
83K =
'1816SSD =
' VC70
98K =
'INFHLSD =
' VC80
137K =
'INFHLSD =
:2
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D10
AR FW BLD 11(1)
M A
T C
H L
IN
E
0 M
A T
C H
L
IN
E
Sheet 10 of 28
RIPRAP
L E
V .3
D ia
U N
K x .3
C M
P E
L E
V .4
Y T I L I
I R
I N R A W
U G G
A S
U G G
A S
Y T I L I
I R
I N R A W
U G G
A S
Y T I L I
I R
I N R A W
N of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge
Construction centerline
See Typical Sections
100+20.00 to 234+94.88
,overlayPlace aggregate
NOTE:
Gas line crosses Granary South Road at approximate MP 1.2.
Gas line is to remain. Do not disturb gas line.
See Typical Sections
Perform driveway transition.
A16
GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
Limits of fill (typ.)
Proposed profile
Existing ground
Pipe diameter is unknown.
Existing CMP culvert.
RT
LT
-4%
4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
170+50 171+00 171+50 172+00 172+50 173+00 173+50 174+00 174+50 175+00 175+50 176+00 176+50 177+00
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
208 208
-0.23% +0.28%
+0.26% -0.23%
.4
.4
.7
.4
.9
.2
.0
3057K =
'66014SSD =
' VC50
100K =
'2192SSD =
' VC50
87K =
'INFHLSD =
+0.28%
:5
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D11
AR FW BLD 11(1)
M A
T C
H L
IN
E
M A
T C
H L
IN
E
Sheet 11 of 28
N D
P O
N D
ELEV. 189.47'
W A
T E
R
48"x40.7' CMP
ELEV. 190.19' M
U D
E L E
V .4 x .6
C M
P E
L E
V .8
N O
V E H
IC
LE
S
TH
IS
P
O
IN
T
BE
YO
N D
N of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge
Construction centerline
See Typical Sections
100+20.00 to 234+94.88
,overlayPlace aggregate
See Typical Sections
Perform driveway transition.
A17
A18
GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
T H
O U
S A
N D A
C R
E F I E
U T
H R
O A
D
Limits of fill (typ.)
Proposed profile
Existing ground
RT
LT
-4%
4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
177+50 178+00 178+50 179+00 179+50 180+00 180+50 181+00 181+50 182+00 182+50 183+00 183+50 184+00 184+50
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
208 208
-0.13% +0.30%+0.34% -0.13%
.6
.6
.6
105K =
'2291SSD =
+0.34%
+0.30%
:5
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D12
AR FW BLD 11(1)
M A
T C
H L
IN
E
M A
T C
H L I N
E
Sheet 12 of 28
MUD
N of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge Construction centerline
See Typical Sections
100+20.00 to 234+94.88
,overlayPlace aggregate
A19
GRANARY SOUTH ROAD
of roadway (typ.)
Proposed edge Limits of fill (typ.)
Proposed profile
Existing ground
RT
LT
-4%
4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
185+00 185+50 186+00 186+50 187+00 187+50 188+00 188+50 189+00 189+50 190+00 190+50 191+00 191+50
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
208 208
-0.22%
-0.18% -0.22%
.4
.9
.6
.8
.7
97K =
'2120SSD =
' VC50
1,340K =
'INFHLSD =
-0.18%
:5
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D13
AR FW BLD 11(1)
M A
T C
H L
IN
E
M A
T C
H L
IN
E
Sheet 13 of 28
POND EDGE
+ 6
N of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge Construction centerline
See Typical Sections
100+20.00 to 234+94.88
,overlayPlace aggregate
A20
GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge Place 148 tons of riprap, class 3.
Perform 98 sqyd of selective clearing and grubbing.
Limits of fill (typ.)
Proposed profile
Existing ground
RT
LT
-4%
4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
192+00 192+50 193+00 193+50 194+00 194+50 195+00 195+50 196+00 196+50 197+00 197+50 198+00 198+50 199+00
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
208 208
+1.06%
+0.50%
-0.56%
-0.18% +1.14%
+0.50%
.4
.9
.7
.5
.9
.1
.8
.2
.7
588K =
'12708SSD = ' VC50
89K =
'1955SSD =
' VC50
47K =
'1044SSD =
' VC50
38K =
'INFHLSD =
:3
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D14
AR FW BLD 11(1)
M A
T C
H L
IN
E
M A
T C
H L I N
E
Sheet 14 of 28
ELE
V.
.9 0'
W
IT
H
GATE
"x
.1 2' C
M P
ELE
V.
.1 7'
ELE
V.
0.5 0'
"x5
1.2 6'
CMP
ELE
V.
1.1
6'
WI
TH
GATE
N A
IL
N A
IL
N of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge
Construction centerline
See Typical Sections
102+20.00 to 234+94.88
Place aggregate overlay, See Typical Sections
Perform driveway transition.
Place 57 tons of riprap, class 3.
Perform 38 sqyd of selective clearing and grubbing.
Place 40 tons of riprap, class 3.
Perform 27 sqyd of selective clearing and grubbing.
GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
Place 148 tons of riprap, class 3.
Perform 98 sqyd of selective clearing and grubbing.
OVERFLOW CREEK
U N
K N
O W
N R
O A
D
Limits of fill (typ.)
A21
A22
Proposed profile
Existing ground
Existing 40" CMP culvert
Existing 48" CMP culvert
RT
LT
-4%
4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
199+50 200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 205+00 205+50 206+00
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
208 208
-0.39%
-1.04%
+0.30%
-0.56%
-0.39%
-1.04%
.7
.3
.6
.4
.0
.4
77K =
'1678SSD =
' VC50
297K =
'INFHLSD =
' VC105
78K =
'INFHLSD =
:5
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D15
AR FW BLD 11(1)
M A
T C
H L
IN
E
M A
T C
H L
IN
E
Sheet 15 of 28
E L E
V .5 x .5
S
T E
E L P I P
E
D
B L
+ 9 D
B L
"1
N A I L
N A I L
N of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge
Construction centerline
See Typical Sections
100+20.00 to 234+94.88
Place aggregate overlay, A23
A24
GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
Limits of fill (typ.)
7 2
Proposed profile
Existing ground
RT
LT
-4%
4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
206+50 207+00 207+50 208+00 208+50 209+00 209+50 210+00 210+50 211+00 211+50 212+00 212+50
186 186
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
+1.40% -0.41%+0.30%
-0.78% -0.42% +0.54%
.5
.6
.5
.1
.7
.3
.4
.2
.0
.1
.1
.0
.8
.5
.8
' VC53
49K =
'1029SSD =
' VC50
27K =
'618SSD =
' VC50
52K =
'1156SSD =
' VC50
23K =
'600HLSD =
' VC50
52K =
'INFHLSD =
:4
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D16
AR FW BLD 11(1)
M A
T C
H L
IN
E
M A
T C
H L I N
E
Sheet 16 of 28
E
V .5 x .5
S
T E
E L P I P
E E
L E
V .7
D
B L
N A I L
N A I L
N A I L
9N
A I L
N A I L
N of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge Construction centerline
See Typical Sections
100+20.00 to 234+94.88
Place aggregate overlay, A25 GRANARY SOUTH ROAD of shoulder (typ.)
Proposed edge
Limits of fill (typ.)
7 2 8 2
Proposed profile
Existing ground
Existing 36" steel pipe culvert
RT
LT
-4%
4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
213+00 213+50 214+00 214+50 215+00 215+50 216+00 216+50 217+00 217+50 218+00 218+50 219+00
186 186
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
+0.30% -0.10% +0.34%
+0.30% -0.10%
.7
.0
.9
.3
.5
.3
.7
.0
' VC100
247K =
'2720SSD =
' VC180
254K =
'INFHLSD =
' VC50
112K =
'INFHLSD =
:5
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D17
AR FW BLD 11(1)
M A
T C
H L I N
E
0 M
A T
C H L I N
E
Sheet 17 of 28
E V
.0 x .9
C M
P
ELEV. 190.31'
WITH GATE
" 1
"10
N A
IL
N A
IL
IL
IL
N of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge
Construction centerline
See Typical Sections
100+20.00 to 234+94.88
Place aggregate overlay, GRANARY SOUTH ROAD of shoulder (typ.)
Proposed edge
Limits of fill (typ.)
Proposed profile
Existing ground
Existing 24" CMP culvert
RT
LT
-4%
4%
RT
LT
SCALE IN FEET
0 25 50
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
219+50 220+00 220+50 221+00 221+50 222+00 222+50 223+00 223+50 224+00 224+50 225+00 225+50
186 186
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
-0.51% +0.51%
+0.63% +0.34%
-0.51% -0.23%
.3
.5
.0
.5
.2
.2
.7
.2
.8
.7
.9
59K =
'1298SSD =
' VC50
68K =
'1493SSD =
' VC100
99K =
'INFHLSD =
' VC50
58K =
'INFHLSD =
:5
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D18
AR FW BLD 11(1)
M A
T C
H L
IN
E
M A
T C
H L
IN
E
Sheet 18 of 28
D
B L
9"9"
D B
L
9"
D B
L
N
IL
CP
N A
IL
IL
N A
IL
IL
Nof roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge
Construction centerline See Typical Sections
100+20.00 to 234+94.88
Place aggregate overlay, GRANARY SOUTH ROAD of shoulder (typ.)
Proposed edge
Limits of fill (typ.)
Proposed profile
Existing ground
RT
LT
-4%
4%
RT
LT
SCALE IN FEET
0 25 50
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
226+00 226+50 227+00 227+50 228+00 228+50 229+00 229+50 230+00 230+50 231+00 231+50 232+00
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
208 208
-1.04%
-0.27% +0.36%
+0.63%
-0.27%
.9
.5
.7
.7
.1
.9
.5
30K =
'671SSD =
' VC50
65K =
'INFHLSD =
' VC50
80K =
'INFHLSD =
+0.63%
:3
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D19
AR FW BLD 11(1)
M A
T C
H L
IN
E
M A
T C
H L
IN
E
Sheet 19 of 28
E
V .6 x .4
S
T E
E P P I P E
E L E
V .8
SCATTERED RI
PRAP
SCATTE
RED R
IPRAP
N A I L
U N
D E
R W
A T
E R
W H
E N
R O
A D U
N S
A
R N I N
G
U N
D E
R W
A T
E R
W H
E N
R O
A D U
N S
A
R N I N
G
F H
W A A
C
F H
W A A
C
N
See Typical Sections
235+35.14 to 287+00.00
Place aggregate overlay, Construction centerline of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge
See Typical Sections
100+20.00 to 234+94.88
Place aggregate overlay, See Typical Sections
Perform driveway transition.
Place 37 tons of riprap, class 3
Perform 63 sqyd of selective clearing and grubbing
See Typical Sections
Perform driveway transition.
A27
A28
234+55
Remove existing gate
GRANARY SOUTH ROAD
GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
Place 22 tons of riprap, class 3
Perform 15 sqyd of selective clearing and grubbing
Low water crossing. Do not disturb.
N O
R T
O N R
O A
D
H O
U S
E P
L A
C E R
O A
D
Limits of fill (typ.)
8 2
A26
Proposed profile
Existing ground
Existing 96" steel pipe culvert
RT
LT
-4%
4%
RT
LT
Tr.
Tr.
4%Transition
-4%Transition
Existing
Existing
234+69.00 234+94.88 235+34.90 235+72.00
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
232+50 233+00 233+50 234+00 234+50 235+00 235+50 236+00 236+50 237+00 237+50 238+00 238+50 239+00
186 186
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
-1.63%
-7.03%
+0.36%
-1.63%
.5
.5
25K =
'569SSD =
6.
+0.10% -0.30% +0.30%
+2.31
+0.30%
.5
.2
.8
.4
.5
.4
.5
.3
' VC39
6K =
'181SSD = ' VC50
83K =
'1816SSD =
' VC50
83K =
'INFHLSD =
:0
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D20
AR FW BLD 11(1)
M A
T C
H L I N
E
M A
T C
H L I N
E
Sheet 20 of 28
See Typical Sections
235+35.14 to 287+00.00
Place aggregate overlay, Construction centerline of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge
N
A29
A30GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
Limits of fill (typ.)
Proposed profile
Existing ground
RT
LT
-4%
4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
239+50 240+00 240+50 241+00 241+50 242+00 242+50 243+00 243+50 244+00 244+50 245+00 245+50 246+00
184 184
186 186
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
-0.40% +0.21%
+0.30%
.1
.2
.4
.2
.8
.7
' VC80
115K =
'1591SSD =
' VC80
133K =
'INFHLSD =
+0.21%
:0
J u ly
A L
I m a in
D
S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.
g o v \d a ta
\P R
O J E
C T
S
F W
S \B
A K
N \1
(1
P ro j_
D e v \C
A D
D \D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D21
AR FW BLD 11(1)
M A
T C
H L
IN
E
M A
T C
H L
IN
E
Sheet 21 of 28
ELEV. 186.36'
See Typical Sections
235+35.14 to 287+00.00
Place aggregate overlay, Construction centerline of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge
N
A31GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
Limits of fill (typ.)
Proposed profile
Existing ground
RT
LT
-4%
4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
246+50 247+00 247+50 248+00 248+50 249+00 249+50 250+00 250+50 251+00 251+50 252+00 252+50 253+00
186 186
188 188
190 190
192 192
194 194
196 196
198 198
200 200
202 202
204 204
206 206
-0.26% +0.30%
+0.09% +0.21% -0.26%
+0.30%
.5
.2
.8
.6
.0
.2
.0
.6
' VC80
172K =
'2360SSD =
' VC50
230K =
'4990SSD =
' VC80
142K =
'INFHLSD =
:0
J u ly
A L
I m a in
D
S h e
U s e rs
\r e o .k u n o ri
\D o c u m e n ts
\A R
F W
B L
D (1
D
-D
A
R F
W B
L D
(1 p p .d g n
PROJECT
D22
AR FW BLD 11(1)
M A
T C
H L
IN
E
M A
T C
H L
IN
E
Sheet 22 of 28
ELEV. 185.92'
24"x40.56' CMP
ELEV. 186.36'
N A
IL
See Typical Sections
235+35.14 to 287+00.00
Place aggregate overlay, Construction centerline of roadway (typ.)
Existing edge of roadway (typ.)
Proposed edge
N
See Typical Sections
Perform driveway transition.
GRANARY SOUTH ROAD
of shoulder (typ.)
Proposed edge
Limits of fill (typ.)Limits of cut (typ.)
Proposed profile
Existing ground
RT
LT
-4%
4%
RT
LT
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION BALD KNOB NATIONAL WILDLIFE REFUGE
253+50 254+00 254+50 255+00 255+50 256+00 256+50 257+00 257+50 258+00 258+50 259+00 259+50 260+00
186 186
188 188
190 190
192 192
194 194
196 196
198 198
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