OK FW SQH T501(1) Rehab Riverbank and Sandtown Woods Trail_100 Plans_v3.pdf
PDF 13 MB Posted
- Solicitation number
- 6982AF25B000021
About this file
This document is a set of construction plans for the Rehab Riverbank & Sandtown Woods Trail project, located at the Sequoyah National Wildlife Refuge in Sequoyah County, Oklahoma. The project, sponsored by the U.S. Department of the Interior Fish and Wildlife Service and prepared by AtkinRealis for the Federal Highway Administration, involves trail re-construction and riverbank rehabilitation spanning approximately 0.22 miles from Station 100+56.39 to Station 112+00.00.
The project scope includes removing existing asphalt trail sections, installing Class 5 and Class 7 riprap, matching existing trail elevations, and implementing erosion control measures. Key technical details include a 6' trail width, 3" asphalt concrete pavement, roadway aggregate, and geotextile filter placement. The design incorporates careful integration with existing infrastructure, such as preserving observation decks and existing riprap, and maintaining a 1:2 slope ratio in certain areas. The project documents provide comprehensive cross-sections, grading summaries, and detailed specifications for construction, with a focus on preserving the natural landscape of the wildlife refuge.
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Other files
| File | Type | Posted |
|---|---|---|
| Bid Opening Summary - OK FW SQH T501(1).pdf | ||
| A003 .pdf | ||
| A002.pdf | ||
| A001.pdf | ||
| QnA _11.18.25_LN.pdf | ||
| QnA 11 12 2025.pdf | ||
| OK FW SQH T501(1) Rehab Riverwalk - Pavement Geotech and Hydraulic Reports.zip | ZIP file | |
| 6982AF25B000021.pdf | ||
| OK FW SQH T501(1)_152.04 Furnished Files.zip | ZIP file |
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Text version
STATE PROJECT
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
NUMBER
SHEET
OK
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
/2
/2
A
O
K F
W S
Q H
T
S y m
.d g n
S h e e t jointjt.J westWWinteriorint.
vertical point of intersectionVPIincrementincr.
vehicles per hourvphinclusive, includingincl.
verticalvert.inside diameterIDI design speedVVhighwayhwy.
typicaltyp.high waterHW Material Source point of tangent to spiralTShorizontalhoriz.
transversetransv.hexagonhex.
Boring Location (Existing, Proposed) temporary construction easementTCEhomestead entry surveyHES temporary bench markTBMheadwallhdwl.H GEOLOGIC SYMBOLS tangenttan.girdergdr.
townshipT.galvanizedgalv.
tangent lengthTTgage (gauge)ga.G Cattleguard (Existing, Proposed) symmetricalsym.footingftg.
structuralstruc.finishfin.
Fence w/ Gate (Existing, Proposed) straightstr.flared end sectionFES stiffenerstiff.federalFed.
Fence (Existing, Proposed) standardstd.fill facef.f.F stationsta.exteriorext. FENCE & CATTLEGUARD SYMBOLS point of spiral to tangentSTexpansion jointexp. jt.
streetst.excavationexc.
specificationspec.edge of waterEW Fiber Roll (Slope Protection) spacing, Spaces or Spacedspa.and wifeet ux shouldershldr.and otherset al Temporary Inlet Protection sectionsec.edge of roadER point of spiral to curveSCequationEQ or eq.
Silt Fence seasonal average daily trafficSADTedge of pavementEOP southSSEngineer(s)engr(s).
Fiber Roll (Ditch and/or Cut Slope) routerte.embankmentemb.
rightRt. or RTelevationelev.
Riprap reference hubRHelevation with numberEl. 94.066 retaining wallret. wallsuperelevation ratee Rolled Erosion Control Product
ReservationRes.eastEE reservoirres.drawing(s)dwg(s).
Diversion Berm requiredreqd.donation land claimDLC reinforcementreinf.districtDist.
Check Dam reconstructionreconst.distancedist.
roadwayrdwy.diaphragmdiaph.
Bonded Fiber Matrix Mulching roadrd.diagonaldiag.
right-of-wayR/Wdiameterdia. or D EROSION & SEDIMENT CONTROL SYMBOLS rangeR.drop inletDI radiusRRdesign hour volumeDHV quantitiesquant., QtyQdecrementdecr.D Riprap Apron (Proposed) pavementpvmt.culvertculv.
point of tangentPTcontingent sumCTSM Underdrain (Existing, Proposed) pounds per square inchpsicentersctrs.
projectproj.point of curve to spiralCS With Drop Inlet (Existing, Proposed) point on tangentPOTcreekcr.
point on spiralPOScorrugatedcorr.
With Headwalls (Existing, Proposed) point on curvePOCcontinuouscont.
platepl.construction jointconstr. jt.
With End Sections (Existing, Proposed) point of intersectionPIconstructionconstr.
perforateperf.concreteconc.
Pipe Culvert (Existing, Proposed) point of compound curvePCCcolumncol.
point of curvePCPcountyCo.
Box Culvert (Existing, Proposed) outside diameterODcorrugated metal pipeCMP other faceo.f.clearclr.
Bridge (Existing, Proposed) on centerso.c.Ocenter to centerc-c numberno. or #concrete box culvertCBCC negativeneg.bearingbrg.
normal crownNCbridgebr.
Spring northNNbalance pointBP mountain(s)mtn(s).bench markBM River monumentmon.backBK minimummin.beginning, beginbeg.
Wetland maximummax.both facesb.f.B materialmatl.asphaltasph.
Large Creek maintenancemaint.approachappr.
magneticmag.Malternatealt.
Lake, Pond or Reservoir low waterLWaheadAH leftLt. or LTaggregateaggr.
Drainage or Small Creek lump sumLPSMaverage daily trafficADT longitudinallong.abutmentabut.A Flow Arrow latitudelat.diameter� laminationlam.curve delta� Ditch (Existing, Proposed) length of curveLLcenterline
DRAINAGE SYMBOLSABBREVIATIONS
SPRING
DI
A2
Sheet 1 of 2
SYMBOLS AND ABBREVIATIONS
CONVENTIONAL PLAN
0.00EL.
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
NUMBER
SHEET
OK
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
/2
/2
A
O
K F
W S
Q H
T
S y m
.d h e e t
N
CP
36 31
36 31
A3
Pavement Removal
Sheet 2 of 2
SYMBOLS AND ABBREVIATIONS
CONVENTIONAL PLAN
ZONE
HUNTING
NO
STATE PROJECT
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
NUMBER
SHEET
OK
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
/2
/2
A
O
K F
W S
Q H
T S it e M a p .d g n
D
D e s ig n S u r v F t]
EAST 1070 RD
EAST 1070 RD
N
EAST 1090 RD
N O
R T
H
R
D
EASY CO RD 1110
N O
R T
H C
O R
D
S O
U T
H
R
D
EAST 1075 RD
H A
S K
E L L C
O U
N T
Y S
E Q
U O
Y A
H C
O U
N T
Y
SEQ
UO
YAH
C
O
UN
TY
M
USKO
G
EE
CO
UN
TY
WILDLIFE REFUGE
SEQUOYAH NATIONAL
WIL
DLIF
E R
EFUGE
SEQUOYAH N
ATIO
NAL
W
IL
D L
IF
E R
E F
U G
E
S E
Q U
O Y
A H N
A T
IO
N A
L
W
ILD
LIFE R
EFU
G E
S
EQ
U O
YA
H N
A
TIO
N A L
R O
B E R T S . K
E R
R R
E S E R
V O
IR
R O
B E R T S . K
E R R R
E S E R V O
IR
TAM
AHA
T A
M A
H A
T A
M A
H A
RIVER
ARKANSAS
RIVER
ARKANSAS
RI
VER
CANADI
AN R
IV
E R
A R K A N S A S
Sec. 32 Sec. 31
Sec. 36 Sec. 35
Sec. 34
Sec. 3 Sec. 4
Sec. 5 Sec. 6
Sec. 1 Sec. 2
Sec. 3
Sec. 10 Sec. 9
Sec. 8 Sec. 7
Sec. 12 Sec. 11
Sec. 10 Sec. 9
Sec. 15 Sec. 16
Sec. 17 Sec. 18
Sec. 16
Sec. 22 Sec. 21
Sec. 20 Sec. 19
Sec. 24
Sec. 21
T12N R21E
T11N R21E
T12N R22E
T11N R22E
T
N R
E
T
N R
E
SITE MAP
Station 100+56.39
Begin Project
Sandtown Woods Tr
Rehab Riverbank &
OK FW SQH T501(1)
.0 M il e s
V I A
N
5,000'2,500'0
Scale in Feet A4
Station 112+00.00
End Project
Sandtown Woods Tr
Rehab Riverbank &
OK FW SQH T501(1)
16.0 Miles
SALLISAW
Existing Deck #1
E 1085 RD
Sandtown Woods RD/
Sandtown Woods Tr
Rehab Riverbank &
OK FW SQH T501(1)
Station 100+56.39
Begin Project
Parking Lot
S 4500 RD
parking lot/beginning of project See inset on this sheet for existing
Staging Area R
IV
E R
A R
K A
N S
A
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
NUMBER
SHEET
OK
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
/2
/2
(A
)O K
F W
S Q
H T
(1
T y p ic a l
S e c ti o n
.d
[T Y
P
IC
A L
S E
C T
IO
N
M A
IN
L
IN
E
F
D R
A6
TYPICAL SECTIONS
LENGTH OF PROJECT
6'
& construction limits
Clearing, grubbing
2'
Trail
3" Roadway aggregate, method 2
2' existing
Match
NOTE:
3" Asphalt concrete pavement mulching
Seeding & mulching
Seeding &
Method A, Class 5
Placed Riprap, filter back into riprap
Intent is to wrap geotextile around base of armor.
Wrap geotextile filter
Tie to existing riprap
Approximate existing gradeExisting grade
Class 1, Type E
Geotextile filter
1:2 m ax.
4' Top of shoreline protection
Approx. 20' - See cross sections
4'
6' +/-
Existing trail width base depths are unknown and existing aggregate
Existing asphalt pavement
Existing riprap limits seeding and
Topsoil
Clearing grubbing and construction limits
5' 5' +/-
2'
Min.
Profile grade
6.6'
Agg Base
See Detail A
0.3'
Approximate OHWM
Match Existing Grade
Existing grade
No Scale
100+56.39 to 104+72.61
TYPICAL SECTION - TRAIL
sections for exact locations.
Ordinary high water mark (OHWM) is approximate, see cross
See cross-sections for area-specific cut and fill slope ratios measure the Geotextile for payment.
Install Geotextile per Section 207 in FP-14. Do not
3.
2.
1.
APPROX 104+81.60 TO 111+25.00
100+56.39 to APPROX 103+96.30
TYPICAL SECTION - RIPRAP
100+56.39 to 112+00.00
EXISTING TRAIL TYPICAL SECTION
DETAIL A
3.
Station to Station (ft)
Schedule A
TOTALS (ft)
TOTALS (mi)
100+56.39 to 112+00.00 1,143.61
1,143.61
0.22
.8
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
NUMBER
SHEET
OK
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
/2
/2
B
O
K F
T F
W W
I M
O
G r a d in g S u m m a r y .d g n
D
D e s ig n S u r v F t]
GRADING SUMMARY
B2
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
NUMBER
SHEET
OK
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
/2
/2
B
O
K F
T F
W W
I M
O
S u r f a c in g S u m m a r y
.d
D D e s ig n S u r v
F t]
SURFACING SUMMARY
B3
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
NUMBER
SHEET
OK
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
/2
/2
B
O
K F
T F
W W
I M
O
D r a in a g e S u m m a r y
.d
D D e s ig n S u r v
F t]
DRAINAGE SUMMARY
B4
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
NUMBER
SHEET
OK
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
/2
/2
B
O
K F
T F
W W
I M
O
M is c e ll a n e o u s S u m m a r y
.d g n
D
D e s ig n S u r v F t]
MISCELLANEOUS SUMMARY
B5
C P
C P
Z O
N E
H U
N T
IN
G N
O
BENCH
OK
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
/2
/2
C
O
K F
W S
Q H
T
P la n P la n
.d
D D e s ig n S u r v
F t]
100'50'0
Scale in Feet
100'50'0
Scale in Feet e = Match Existing
L = 140.95'
T = 70.55'
R = 1,215.00'
Δ = 06°38'49" (LT)
PI 107+52.83
CURVE = BL 2
e = Match Existing L = 48.10' T = 24.09' R = 375.00'
Δ = 07°20'59" (RT)
PI 109+01.73
CURVE = BL 3
e = Match Existing L = 26.22' T = 13.20' R = 95.00'
Δ = 15°48'58" (RT)
PI 109+38.94
CURVE = BL 4
e = Match Existing L = 43.14' T = 23.02' R = 50.00'
Δ = 49°26'00" (LT)
PI 110+39.31
CURVE = BL 5
e = Match Existing L = 93.50' T = 46.82' R = 700.00'
Δ = 07°39'10" (LT)
PI 111+53.32
CURVE = BL 6
e = Match Existing L = 93.50' T = 46.82' R = 700.00'
Δ = 07°39'10" (LT)
PI 111+53.32
CURVE = BL 7
e = Match Existing L = 38.61' T = 19.31' R = 1,000.00'
Δ = 02°12'45" (RT)
PI 105+50.54
CURVE = BL 1
e = Match Existing L = 140.95' T = 70.55' R = 1,215.00'
Δ = 06°38'49" (LT)
PI 107+52.83
CURVE = BL 2
100+56.39 TO 112+00.00
SANDTOWN WOOD TRAIL
REHAB RIVERBANK &
Station 100+56.39 Begin Project
Match Existing Elevation E 2855599.61 N 174120.22 Begin OK FW SQH T501(1)
Station 112+00.00 End Project
E 2855691.42 N 173039.21
END OK FW SQH T501(1)
2022 ERFO project Existing riprap from existing riprap (typ.)
Tie new riprap into
2022 ERFO project Existing riprap from
Protect in place deck #1, observation Existing
See note 1.
deck #2, Protect in place
Existing observation existing riprap (typ.)
Tie new riprap into
Install Class 5 riprap (typ.)
C1 see cross sections for offsets (typ.)
Limits of proposed Class 7 riprap, see cross sections for offsets (typ.)
Limits of proposed Class 5 riprap, existing riprap (typ.)
Tie new riprap into
Install Class 5 riprap (typ.)
Protect in place deck #3, Existing observation
Sawcut existing asphalt trail Match existing elevation End proposed asphalt concrete trail, 104+72.61, End removal of asphalt trail, Begin proposed asphalt concrete trail 100+56.39, Begin removal of asphalt trail, 6
' (ty p see cross sections for offsets (typ.)
Limits of proposed Class 5 riprap, riprap (typ.)
into existing Tie new riprap existing riprap (typ.)
Tie new riprap into
Install Class 5 riprap (typ.)
Install Class 5 riprap (typ.)
Protect in place (typ.)
Existing asphalt trail, Protect in place (typ.)
Existing asphalt trail, (typ.)
Protect in place Existing trees, (typ.)
Protect in place Existing trees, asphalt trail Sawcut existing asphalt trail Remove existing
OHWM
OHWM
Waterline on date of survey the CO.
placing new geotextile and Class 5 riprap. Coordinate with to protect the existing deck, foundation, bench and fencing when The contractor is required to take all precautions required Observation Deck #2 to remain in place (protect in place).1)
NOTES:
110+68.08, Begin removal of asphalt trail
112+00.00, End removal of asphalt trail asphalt trail Sawcut existing of asphalt trail Begin removal 110+31.50, 110+54.07, End removal of asphalt trail asphalt trail Sawcut existing date of survey Waterline on
Special Sign Barricade Type 3
TRAIL
CLOSED
End Class 5 riprap 111+25.00, Rt.
Suspend Class 5 riprap Approx 103+96.30, 11.63' Rt.
Resume Class 5 riprap Approx 104+81.60, 22.54' Rt.
Existing fence, protect in place protect in place trash can and sign, wildlife-resistant
Existing
P C
.2
P C
.2
P T
.8
P O
B
.0
P I
.3
P C
.2
P T
.2
P C
.3
P T
.4
P C
.2
PCC
1+ .5
P C
.6
.7
P C
C
P T
.9
POE
2+ .0
2+
STATE PROJECT
NUMBER
SHEET
structural section
See typical sections for
Finished grade according to Section 204
Backfill with material
See note 7
Geotextile filter structural section
See typical sections for
Finished grade according to Section 204
Backfill with material
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
selection is appropriate for the project.
for this project and a determination that the is limited to the selection of the standard plans
My responsibility with respect to this plan sheet
See bench detail than 2 ft Bench if greater Varies (2 ft typ.)
Width of need
Total subexcavation width
1'
2 ft max.
NOTE:
1. Replace unsuitable material according to Subsection 204.07 unless otherwise specified.
2. Minimum subexcavation dimensions are 6 ft wide x 6 ft long.
3. Do not place backfill material within the structural section.
4. Widen top of subexcavation area to allow for bench width in bottom layers. Provide a 1 ft min. bench width for every 2 ft of subexcavation depth.
5. Daylight to drain when the excavation is within 4 ft of the subgrade hinge point. Slope the excavation bottom 2% toward the daylight for drainage, or match the existing roadway cross slope when steeper than
2%.
6. At daylight locations, match the existing fill slope or make slope adjustments to match the subgrade hinge point. Do not construct slopes steeper than 1V:2H unless approved by the CO.
7. Furnish geotextile filter type conforming to subsection 714.01(a). See summary tables for class and type.
NO SCALE
SUBEXCAVATION
TYPICAL SECTION
BENCH DETAIL
See note 4 min.
SUBEXCAVATION
C204-51
DETAIL
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
CFLHD DETAIL
12/2012DETAIL APPROVED FOR USE
10/2020 08/2020 08/2014REVISED:
:5
M
N o v e m b e r
C
S h e e t] c p w w o r k \s n c l-u s p w
.b e n tl e y .c o m s n c l-u s p w
\d m s
T C
.d g n
STATE PROJECT
NUMBER
SHEET
OK
OK FW SQH T501(1)
T1 Rehab Riverbank & Sandtown Woods Tr
WIDTH
"X"
AREA
NUMBER
OF POSTS
POST SIZE D HOLE SIZE
WOOD POST SELECTION TABLE
SINGLE POST SIGN TWO POST SIGN
SIGN INSTALLATION ANGLE
POST DETAIL
S e e N o te
S e e N o te
See Note 4
E d g e o f t r a v e le d w a y
E d g e o f p a v e d s h o u ld e r
CL
NO SCALE
Post
Local tangent
Bottom of sign panel
See post detail (typ.)
Break-away holes.
635-14
STANDARD APPROVED FOR USE 6/2005
DRAFT: 10/2017
REVISED:
6" x 6" or larger.
Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.
use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, Diamond ≤ 48"
> 30'
> 17'
12' - 16'
> 13'
< 10
65 - 95
65 - 95
50 - 65
50 - 65
20 - 50
10 - 20
10 - 20
6 x 6
4 x 6
4 x 6
6 x 6
4 x 6
4 x 4
6 x 6
4 x 6
4 x 4
(INCH) (INCH)
(INCH)(SQFT)
Other Shapes ≤ 48" Diamond ≤ 36"
Other Shapes ≤ 12' Diamond ≤ 48"
WOOD POSTS
SIGN INSTALLATION
TEMPORARY TRAFFIC CONTROL
" dia. bolts 4 1Attach sign panels with a minimum of 2 -
1.5
1.5
1.5
1.5
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
STATE PROJECT
NUMBER
SHEET
T2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
OK
(T
)S td -1
.d g n
[U
S C
/2
/2 selection is appropriate for the project.
for this project and a determination that the is limited to the selection of the standard plans My responsibility with respect to this plan sheet
X
H
H
D
H
0.75X
X
X
H
Y D
H
0.2X
0.6X 0.2X
D
Long side of post
D
90°
93°
200' m in m in
6' - 12'
1.
2.
3.
4.
5.
6.
7. State standards may be used as an alternative if approved by the CO.
per post.
H1 and H2 = Overall post length.
Select post lengths to fit field conditions.
D = Post embedment depth for average soil conditions.
In areas where lateral distance is limited, a minimum the curb may be used.
In pedestrian locations, or in areas with obstructed views, NOTE:
See table for hole size parallel to sign face.
Field drill holes through post
Orig. Grnd. = 465.67
100+50.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
E X
E D
G E
O F
A P
H A
L T
E X
E D
G E
O F
C O
N C
R E
T E
D E
C K
E X
E D
G E
O F
C O
N C
R E
T E
D E
C K
Orig. Grnd. = 464.97
Subgrade = 464.36
Des. Grade = 464.94
100+75.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
450 450
460 460
470 470
E X
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
T
IE
I N
T O
E X
R
IP
R A
P
1:2
P R
O P
T O
P O
F B
A N
K
P R
O P
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
.1
R t.
.1
R t.
.1
R t.
O H
W M
Orig. Grnd. = 464.37
Subgrade = 463.79
Des. Grade = 464.37
101+00.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470 E
X T
O P
O F
B A
N K
E X
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
W A
T E
R
T
IE
I N
T O
E X
R
IP
R A
P
P R
O P
T O
P O
F B
A N
K
P R
O P
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
.1
R t.
.1
R t.
.8
R t.
O H
W M
1:2
Orig. Grnd. = 464.21
Subgrade = 463.63
Des. Grade = 464.21
101+25.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
P R
O P
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
W A
T E
R
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
.9
R t.
.9
R t.
.0
R t.
1:2
T
IE
I N
T O
E X
R
IP
R A
P
O H
W M
100+50.00 to 101+25.00
X-SECTIONS
Central Federal Lands Highway Division
FHWA, Office of Federal Lands Highway
:1
M a r c h
R iv e r b a n k
.0
S h e p w w o r k \s n c l-u s p w
.b e n tl e y .c o m s n c l-u s p w
\d m s \O
K F
W S
Q H
T X
S e c ti o n s .d g n
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
X1
STATE PROJECT
NUMBER
OK
Orig. Grnd. = 464.14
Subgrade = 463.56
Des. Grade = 464.14
101+50.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
.8
R t.
.9
R t.
.8
R t.
T
IE
I N
T O
E X
R
IP
R A
P
E X
E D
G E
O F
W A
T E
R
O H
W M
1:2
Orig. Grnd. = 464.21
Subgrade = 463.63
Des. Grade = 464.21
101+75.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
P R
O P
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
.6
R t.
.6
R t.
.7
R t.
1:2
T
IE
I N
T O
E X
R
IP
R A
P
O H
W M
Orig. Grnd. = 464.29
Subgrade = 463.72
Des. Grade = 464.30
102+00.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
P R
O P
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
.4
R t.
.4
R t.
.5
R t.
1:2
T
IE
I N
T O
E X
R
IP
R A
P
O H
W M
Orig. Grnd. = 464.46
Subgrade = 463.89
Des. Grade = 464.47
102+25.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
P R
O P
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
.9
R t.
.9
R t.
.9
R t.
1:2
T
IE
I N
T O
E X
R
IP
R A
P
O H
W M
101+50.00 to 102+25.00
Central Federal Lands Highway Division
FHWA, Office of Federal Lands Highway
:1
M a r c h
R iv e r b a n k
.0
S h e p w w o r k \s n c l-u s p w
.b e n tl e y .c o m s n c l-u s p w
\d m s \O
K F
W S
Q H
T X
S e c ti o n s .d g n
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
X2
STATE PROJECT
NUMBER
Orig. Grnd. = 464.58
Subgrade = 463.99
Des. Grade = 464.57
102+50.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
P R
O P
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K .4
R t.
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
C O
N C
R E
T E
D E
C K
E X
E D
G E
O F
C O
N C
R E
T E
D E
C K
.4
R t.
.4
R t.
T
IE
I
N T
O E
X R
IP
R
A P
O H
W M
Orig. Grnd. = 464.58
Subgrade = 464.01
Des. Grade = 464.59
102+75.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
P R
O P
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
.5
R t.
.5
R t.
.5
R t.
1:2
T
IE
I N
T O
E X
R
IP
R A
P
O H
W M
Orig. Grnd. = 464.60
Subgrade = 464.00
Des. Grade = 464.58
103+00.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
P R
O P
E D
G E
O F
T R
A
IL
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
T
IE
I N
T O
E X
R
IP
R A
P
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
.2
R t.
.2
R t.
.0
R t.
O H
W M
Orig. Grnd. = 464.51
Subgrade = 463.91
Des. Grade = 464.49
103+25.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
P R
O P
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
T
IE
I N
T O
E X
R
IP
R A
P
.7
R t.
.6
R t.
.7
R t.
O H
W M
102+50.00 to 103+25.00
X-SECTIONS
Central Federal Lands Highway Division
FHWA, Office of Federal Lands Highway
:1
M a r c h
R iv e r b a n k
.0
S h e p w w o r k \s n c l-u s p w
.b e n tl e y .c o m s n c l-u s p w
\d m s \O
K F
W S
Q H
T X
S e c ti o n s .d g n
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
X3
STATE PROJECT
NUMBER
Orig. Grnd. = 464.32
Subgrade = 463.79
Des. Grade = 464.37
103+50.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
P R
O P
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
W A
T E
R
E X
T O
P O
F B
A N
K
T
IE
I N
T O
E X
R
IP
R A
P
E X
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
.4
R t.
.2
R t.
O H
W M
Orig. Grnd. = 464.39
Subgrade = 463.81
Des. Grade = 464.39
103+75.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
P R
O P
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
T
IE
I N
T O
E X
R
IP
R A
P
E X
E D
G E
O F
T R
A
IL
.4
R t.
.1
R t.
O H
W M
Orig. Grnd. = 464.37
Subgrade = 463.79
Des. Grade = 464.37
104+00.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
P R
O P
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
O H
W M
Orig. Grnd. = 464.39
Subgrade = 463.81
Des. Grade = 464.39
104+25.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
P R
O P
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
O H
W M
103+50.00 to 104+25.00
X-SECTIONS
Central Federal Lands Highway Division
FHWA, Office of Federal Lands Highway
:1
M a r c h
R iv e r b a n k
.0
S h e p w w o r k \s n c l-u s p w
.b e n tl e y .c o m s n c l-u s p w
\d m s \O
K F
W S
Q H
T X
S e c ti o n s .d g n
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
X4
STATE PROJECT
NUMBER
Orig. Grnd. = 464.66
Subgrade = 464.08
Des. Grade = 464.66
104+50.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
P R
O P
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
C O
N C
R E
T E
D E
C K
E X
E D
G E
O F
C O
N C
R E
T E
D E
C K
O H
W M
Orig. Grnd. = 464.85
Subgrade = 464.27
Des. Grade = 464.85
104+75.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
P R
O P
E D
G E
O F
T R
A
IL
P R
O P
E D
G E
O F
T R
A
IL
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
O H
W M
Orig. Grnd. = 465.18
105+00.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.8
R t.
.8
R t.
.0
R t.
1:2
T
IE
I N
T O
E X
R
IP
R A
P
O H
W M
Orig. Grnd. = 465.48
105+25.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
450 450
460 460
470 470
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.0
R t.
.0
R t.
.2
R t.
1:2
T
IE
I N
T O
E X
R
IP
R A
P
O H
W M
104+50.00 to 105+25.00
X-SECTIONS
Central Federal Lands Highway Division
FHWA, Office of Federal Lands Highway
:1
M a r c h
R iv e r b a n k
.0
S h e p w w o r k \s n c l-u s p w
.b e n tl e y .c o m s n c l-u s p w
\d m s \O
K F
W S
Q H
T X
S e c ti o n s .d g n
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
X5
STATE PROJECT
NUMBER
Orig. Grnd. = 465.67
105+50.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.4
R t.
.9
R t.
.9
R t.
1:2
T
IE
I N
T O
E X
R
IP
R A
P
O H
W M
Orig. Grnd. = 465.78
105+75.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
450 450
460 460
470 470
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.0
R t.
.0
R t.
.1
R t.
1:2
T
IE
I N
T O
E X
R
IP
R A
P
O H
W M
Orig. Grnd. = 466.01
106+00.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
450 450
460 460
470 470
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.5
R t.
.5
R t.
.6
R t.
1:2
T
IE
I N
T O
E X
R
IP
R A
P
O H
W M
Orig. Grnd. = 466.27
106+25.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.2
R t.
1:2
T
IE
I N
T O
E X
R
IP
R A
P
O H
W M
.3
R t.
.2
R t.
105+50.00 to 106+25.00
X-SECTIONS
Central Federal Lands Highway Division
FHWA, Office of Federal Lands Highway
:1
M a r c h
R iv e r b a n k
.0
S h e p w w o r k \s n c l-u s p w
.b e n tl e y .c o m s n c l-u s p w
\d m s \O
K F
W S
Q H
T X
S e c ti o n s .d g n
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
X6
STATE PROJECT
NUMBER
Orig. Grnd. = 466.48
106+50.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.0
R t.
.0
R t.
.1
R t.
1:2
T
IE
I N
T O
E X
R
IP
R A
P
O H
W M
Orig. Grnd. = 466.83
106+75.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.2
R t.
.2
R t.
.0
R t.
1:2
T
IE
I N
T O
E X
R
IP
R A
P
O H
W M
Orig. Grnd. = 467.19
107+00.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.7
R t.
.7
R t.
.2
R t.
1:2
T
IE
I N
T O
E X
R
IP
R A
P
O H
W M
Orig. Grnd. = 467.41
107+25.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
450 450
460 460
470 470
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.8
R t.
.8
R t.
.7
R t.
1:2
T
IE
I N
T O
E X
R
IP
R A
P
O H
W M
106+50.00 to 107+25.00
X-SECTIONS
Central Federal Lands Highway Division
FHWA, Office of Federal Lands Highway
:1
M a r c h
R iv e r b a n k
.0
S h e p w w o r k \s n c l-u s p w
.b e n tl e y .c o m s n c l-u s p w
\d m s \O
K F
W S
Q H
T X
S e c ti o n s .d g n
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
X7
STATE PROJECT
NUMBER
Orig. Grnd. = 467.60
107+50.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
450 450
460 460
470 470
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.2
R t.
.2
R t.
.2
R t.
1:2
T
IE
I N
T O
E X
R
IP
R A
P
O H
W M
Orig. Grnd. = 468.09
107+75.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
450 450
460 460
470 470
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
T
IE
I N
T O
E X
R
IP
R A
P
.7
R t.
E X
E D
G E
O F
T R
A
IL
P R
O P
T O
P O
F B
A N
K
.7
R t.
.4
R t.
O H
W M
Orig. Grnd. = 468.48
108+00.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
T
IE
I N
T O
E X
R
IP
R A
P
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.5
R t.
.5
R t.
.7
R t.
O H
W M
Orig. Grnd. = 468.85
108+25.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
T
IE
I N
T O
E X
R
IP
R A
P
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.6
R t.
.6
R t.
.4
R t.
O H
W M
107+50.00 to 108+25.00
X-SECTIONS
Central Federal Lands Highway Division
FHWA, Office of Federal Lands Highway
:2
M a r c h
R iv e r b a n k
.0
S h e p w w o r k \s n c l-u s p w
.b e n tl e y .c o m s n c l-u s p w
\d m s \O
K F
W S
Q H
T X
S e c ti o n s .d g n
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
X8
STATE PROJECT
NUMBER
Orig. Grnd. = 469.18
108+50.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
T
IE
I N
T O
E X
R
IP
R A
P
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.1
R t.
.1
R t.
.6
R t.
O H
W M
Orig. Grnd. = 469.31
108+75.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
T
IE
I N
T O
E X
R
IP
R A
P
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.1
R t.
.1
R t.
.6
R t.
O H
W M
Orig. Grnd. = 469.59
109+00.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
T
IE
I N
T O
E X
R
IP
R A
P
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.1
R t
.1
R t.
.6
R t.
O H
W M
Orig. Grnd. = 470.03
109+25.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
T
IE
I N
T O
E X
R
IP
R A
P
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.4
R t.
.4
R t.
.3
R t.
O H
W M
108+50.00 to 109+25.00
X-SECTIONS
Central Federal Lands Highway Division
FHWA, Office of Federal Lands Highway
:2
M a r c h
R iv e r b a n k
.0
S h e p w w o r k \s n c l-u s p w
.b e n tl e y .c o m s n c l-u s p w
\d m s \O
K F
W S
Q H
T X
S e c ti o n s .d g n
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
X9
STATE PROJECT
NUMBER
Orig. Grnd. = 469.65
109+50.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
440 440
450 450
460 460
470 470
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
.4
R t.
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
T
IE
I N
T O
E X
R
IP
R A
P
.4
R t.
.5
R t.
O H
W M
Orig. Grnd. = 470.05
109+75.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
450 450
460 460
470 470
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
.3
R t.
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.3
R t.
.2
R t.
O H
W M
T
IE
I N
T O
E X
R
IP
R A
P
Orig. Grnd. = 469.42
110+00.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
450 450
460 460
470 470
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
O H
W M
E X
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.6
R t.
P R
O P
T O
P O
F B
A N
K
.6
R t.
.6
R t.
T
IE
I
N T
O E
X R
IP
R
A P
Orig. Grnd. = 468.72
110+25.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
450 450
460 460
470 470
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
.2
R t.
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
T
IE
I N
T O
E X
R
IP
R A
P
.2
R t.
.3
R t.
O H
W M
109+50.00 to 110+25.00
X-SECTIONS
Central Federal Lands Highway Division
FHWA, Office of Federal Lands Highway
:3
J u ly
R iv e r b a n k
.0
S h e p w w o r k \s n c l-u s p w
.b e n tl e y .c o m s n c l-u s p w
\d m s \O
K F
W S
Q H
T X
S e c ti o n s .d g n
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
X10
STATE PROJECT
NUMBER
Orig. Grnd. = 467.93
110+50.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
450 450
460 460
470 470
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
T
IE
I N
T O
E X
R
IP
R A
P
.9
R t.
P R
O P
T O
P O
F B
A N
K
.9
R t.
.9
R t.
O H
W M
E X
E D
G E
O F
T R
A
IL
Orig. Grnd. = 467.97
110+75.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
450 450
460 460
470 470
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
T
IE
I N
T O
E X
R
IP
R A
P
.3
R t.
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.3
R t.
.6
R t.
O H
W M
Orig. Grnd. = 467.97
111+00.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
450 450
460 460
470 470
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
T
IE
I N
T O
E X
R
IP
R A
P
.1
R t.
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.1
R t.
.2
R t.
Orig. Grnd. = 468.13
111+25.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
450 450
460 460
470 470
1:2
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
T
IE
I N
T O
E X
R
IP
R A
P
.8
R t.
P R
O P
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
.8
R t.
.0
R t.
110+50.00 to 111+25.00
X-SECTIONS
Central Federal Lands Highway Division
FHWA, Office of Federal Lands Highway
:2
M a r c h
R iv e r b a n k
.0
S h e p w w o r k \s n c l-u s p w
.b e n tl e y .c o m s n c l-u s p w
\d m s \O
K F
W S
Q H
T X
S e c ti o n s .d g n
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
X11
STATE PROJECT
NUMBER
Orig. Grnd. = 468.24
111+50.00
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90
450 450
460 460
470 470
E X
E D
G E
O F
W A
T E
R
E X
E D
G E
O F
T R
A
IL
E X
T O
P O
F B
A N
K
E X
E D
G E
O F
T R
A
IL
111+50.00
X-SECTIONS
Central Federal Lands Highway Division
FHWA, Office of Federal Lands Highway
:3
M a r c h
R iv e r b a n k
.0
S h e p w w o r k \s n c l-u s p w
.b e n tl e y .c o m s n c l-u s p w
\d m s \O
K F
W S
Q H
T X
S e c ti o n s .d g n
Rehab Riverbank & Sandtown Woods Tr
OK FW SQH T501(1)
X12
STATE PROJECT
NUMBER
| A Sheets |
| A Sheets |
| (A01)OK FW SQH T501(1)_Title |
| (A02)OK FW SQH T501(1)_Sym01 |
| (A03)OK FW SQH T501(1)_Sym02 |
| (A04)OK FW SQH T501(1)_Site Map |
| (A05)OK FW SQH T501(1)_Survey Control |
| (A06)OK FW SQH T501(1)_Typical Section01 |
| B Sheets |
| B Sheets |
| (B01)OK FTFW WIMO 14(1)_SOQ |
| (B02)OK FTFW WIMO 14(1)_Grading Summary |
| (B03)OK FTFW WIMO 14(1)_Surfacing Summary |
| (B04)OK FTFW WIMO 14(1)_Drainage Summary |
| (B05)OK FTFW WIMO 14(1)_Miscellaneous Summary 01 |
| C Sheets |
| C Sheets |
| (C01)OK FW SQH T501(1)_Plan-Plan 01 |
| T Sheets |
| T Sheets |
| (T01)C204-51 |
| (T02)Std635-14 |
| X Sheets |
| X Sheets |
| OK FW SQH T501(1)_X-Sections |
| OK FW SQH T501(1)_X-Sections |
| OK FW SQH T501(1)_X-Sections |
| OK FW SQH T501(1)_X-Sections |
| OK FW SQH T501(1)_X-Sections |
| OK FW SQH T501(1)_X-Sections |
| OK FW SQH T501(1)_X-Sections |
| OK FW SQH T501(1)_X-Sections |
| OK FW SQH T501(1)_X-Sections |
| OK FW SQH T501(1)_X-Sections |
| OK FW SQH T501(1)_X-Sections |
| OK FW SQH T501(1)_X-Sections |
File details come from the government source that posted it. Updated .