NE FTFW FTNI Trail(1) Plans.pdf

07/21/2020

WENDY M LONGLEY Digitally signed by WENDY M LONGLEY Date: 2020.07.24 09:03:27 -06'00'

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

A2

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

DI

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

SPRING

D jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall

Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

EROSION & SEDIMENT CONTROL SYMBOLS

joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement

Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline

Ø

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S

Y M T r a il F T

N I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

NE FTFW FTNI TRAIL(1)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S

Y M T r a il F T

N I .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

SURVEY CONTROL

A4

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S

U R T r a il F T

N I .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

NIOBRARA RIVER

400'200'0

Scale in Feet

A5

SITE MAP

4.6 MILES

TO VALENTINE, NE

F O

R T F

A L L S T

R A

IL

F O

R T F

A L L S R

O A

D

End Fort Falls Road

102+05.00

Begin Fort Falls Road

100+15.00

End Fort Falls Trail

12+70.00

Begin Fort Falls Trail

10+06.00

2+

1+

100+00

12+

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S

T E T r a il F T

N I .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

TYPICAL SECTIONS

A6

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

Y P T r a il F T

N I .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

NE FTFW FTNI TRAIL(1)

Parking

Varies 0-18'

Traveled Way

Varies 12'-17'

4-6" approximate aggregate base

Existing ground

LC Fort Falls Road

LC Fort Falls Road

Traveled Way

12'

6" Roadway aggregate, method 2

100+15.00 to 102+05.00

FORT FALLS ROAD

EXISTING TYPICAL SECTION

Existing ground

LC Fort Falls Road

100+85.00 to 101+30.00

FORT FALLS ROAD

EXISTING TYPICAL SECTION

Parking pullout

Varies 0'-16'

1.5% max 2.

Existing Parking

Varies 0-18'

Existing Parking

Varies 0-18'

Traveled Way

12'

6" Roadway aggregate, method 2

Interpretive overlook

ABA Parking/

Varies 0'-16'

Existing ground

4" Roadway aggregate, method 2

LC Fort Falls Road

Traveled Way

12'

6" Roadway aggregate, method 2

Existing ground

101+56.00 to 101+81.00

FORT FALLS ROAD

TYPICAL SECTION

Parking

Varies 12-14'

Fence, split rail, 2 rail

Slope stake

2'

Clearing and construction limits

Fence, split rail, 2 rail

LC Fort Falls Road

Traveled Way

12'

6" Roadway aggregate, method 2

Existing ground construction limits

Clearing and

100+42.00 to 100+85.00

FORT FALLS ROAD

TYPICAL SECTION

101+81.00 to 102+05.00

101+30.00 to 101+56.00

100+15.00 to 100+42.00

FORT FALLS ROAD

TYPICAL SECTION

Existing Parking

Varies 0-18'

Station to Station Description

LENGTH OF PROJECT

Length (ft.)

TOTAL (mi.)

TOTAL (ft.)

Fort Falls Trail

Fort Falls Road

10+06.00 to 12+70.00

100+15.00 to 102+05.00

0.09

1.

Varies

NOTE:

Maximum slope in any direction.

Match existing cross slope and direction.

6" Minor concrete pavement, reinforced

2.

1.

seeding limits

Topsoil and seeding limits

Topsoil and

Slope stake concrete pad

Removal of

TYPICAL SECTIONS

A7

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

Y P T r a il F T

N I .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

NE FTFW FTNI TRAIL(1)

Existing cedar fence

Existing ground

Existing ground

Fence, split rail, 2 rail

LC Fort Falls Trail

1:

3 m ax 3% Varies

Trail

4'

1'

3-4'

Varies

2-3" approximate aggregate base

2-3" approximate asphalt pavement

10+06.00 to 12+70.00

FORT FALLS TRAIL

TYPICAL SECTION

10+06.00 to 12+70.00

FORT FALLS TRAIL

EXISTING TYPICAL SECTION

LC Fort Falls Trail

4" Roadway aggregate, method 2

NOTE:

stability.

adjusted by the CO to assure adequate drainage and

The excavation and embankment slope ratios maybe

See the cross sections for cut and fill slope ratios.

Removal of asphalt pavement seeding limits

Topsoil and

4" Sidewalk, concrete or Fixture, stairs

2.

1.

seeding limits

Topsoil and

Integral Wall

Integral Wall

Sheet and Description

B2 B2 B2 B2

Survey Summary Grading

Summary

Miscellaneous

Summary Signing Summary Allowance Bid Schedule

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE MILE 0.09 0.09

A0030 15215-7000 SURVEY AND STAKING, PARKING AREA EACH 2 2

A0040 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 0.18 0.18

A0050 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0060 15401-0000 CONTRACTOR TESTING LPSM ALL

A0070 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0080 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 402 28 430

A0090 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0100 20103-0000 CLEARING AND GRUBBING SQYD 469 31 500

A0110 20301-2400 REMOVAL OF SIGN EACH 1 1

A0120 20302-0700 REMOVAL OF FENCE LNFT 158 12 170

A0130 20303-0300 REMOVAL OF CONCRETE SQYD 46 4 50

A0140 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH SQYD 127 13 140

A0150 20401-0000 ROADWAY EXCAVATION CUYD 93 7 100

A0160 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 146 14 160

A0170 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH SQYD 100 10 110

A0180 60915-1000 WHEELSTOP, CONCRETE EACH 1 1

A0190 61501-0100 SIDEWALK, CONCRETE SQYD 77 13 90

A0200 61901-2400 FENCE, SPLIT RAIL, 2 RAIL (WOOD) LNFT 375 25 400

A0210 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 10

A0220 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH HOUR 10 10

A0230 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 10

A0240 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 10

A0250 62301-0000 GENERAL LABOR HOUR 40

A0260 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 20

A0270 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

A0280 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 386 24 410

A0290 62511-1000 SEEDING, DRY METHOD SQYD 386 24 410

A0300 63301-0000 SIGN SYSTEM EACH 2 2

A0310 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 212 18 230

A0320 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 1 1

A0330 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0340 64603-2100 FIXTURE, STAIRWAY (REINFORCING STEEL) EACH 1 1

MileStone: 100% Submittal

Date Completed: 07/13/20

Report Date: 07/13/20

A

M

E

N

D

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A -J u l-

:3 P

M

Remarks and/or

Determination of

Estimated Quantity

Pay Item Description Unit

Estimated

Quantities c p w w o rk in g \c e n tr a l0

\d

N E F

T F W

F T N

I T R A

IL

(1

S O

Q .x ls m

]S h e e t

STATE PROJECT

B1FTFW FTNI TRAIL(1)NE

SHEET

NUMBER

SUMMARIES

MISCELLANEOUS

B2

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

A B T r a il F T

N I .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

10+00

PCC 10+23.18

P C C

.0

P C

C

.7

P T

.5

P I

.7

P I

.5

P C .0

P T

.8

PC 10+14.21

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

N P T r a il F T

N I .d g n

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

NE FTFW FTNI TRAIL(1)

Existing ground

Existing grade 20-25% in this area

V P I

E L

,4

.8

-4.000%

-11.500%

,4

.3

V P I

E L

,4

.2

V P I

E L

,4

.9

-5.000%

-10.000%

V P I

E L

,4

.9

-1 .6

V P I

E L

,4

.2

-10.000%

,4

.7

Profile grade

Erosion control (typ.)

Toe of fill (typ.)

Limits of disturbance (typ.)

Top of cut (typ.)

Curve = P_FTNI-1

PI 10+18.83

D

R = 15.00'

T = 4.62'

L = 8.97'

Curve = P_FTNI-2

PI 10+33.71

D

R = 60.00'

T = 10.54'

L = 20.86'

Curve = P_FTNI-3

PI 10+74.51

D

R = 300.00'

T = 30.47'

L = 60.74'

Curve = P_FTNI-4

PI 11+24.32

D

R = 60.00'

T = 19.54'

L = 37.78'

Curve = P_FTFA-1

PI 100+47.87

D

R = 65.00'

T = 32.87'

L = 60.87'

13+0012+0011+0010+00

PLAN AND PROFILE FORT FALLS ROAD 100+15 TO 102+05 AND FORT FALLS TRAIL 10+06 TO 12+70

100'50'0

Scale in Feet

Fort Fall s Ro ad

E: 1515388.30

N: 1117828.71

End Fort Falls Road

102+05.00

E: 1515464.09

N: 1117661.70

Begin Fort Falls Road

100+15.00

E: 1515581.62

N: 1117609.60

End Fort Falls Trail

12+70.00

E: 1515424.69

N: 1117783.15

Begin Fort Falls Trail

10+06.00

10+00.00 Fort Falls Trail

101+47.00 Fort Falls Road =

Curve = P_FTFA-1

Curve = P_FTNI-1

Curve = P_FTNI-2

Curve = P_FTNI-3

Curve = P_FTNI-4

C Fort Falls RoadL

C Fort Falls TrailL and ADA concrete pad (Remove)

Existing concrete sidewalk

(Remove by others)

Existing timber overlook

25'

20'

Fence, split rail

101+31.00, RT

100+42.00 to

Edge of trail (typ.)

Edge of traveled way (typ.)

Fence, split rail

12+70.00, LT

10+11.00 to

C1

Interpretive sign panels (Place by others behind concrete pad) behind concrete pad) panel (Remove and reset

Existing interpretive sign

See Special 634-A for signing and pavement marking details

100+85.00 to 101+10.00 ADA parking 16' x 25' concrete pad

Interpretive overlook 10' x 20' concrete pad

101+10.00 to 101+30.00

See Special 646-A for stairway details

End Fixture, stairway

12+65.00

Begin Fixture, stairway

11+75.00

NOTE:

12" min.

DETAIL APPROVED FOR USE 01/2011

FIBER ROLL

Maximum spacing (ft)

9" Ø Fiber Roll

Flow

12" min.

L im it

C le a r in g

S ta k e

S lo p e

INSTALLATION DETAIL

FIBER ROLL AS PERIMETER CONTROL

uphill side of fiber roll

Place excavated material on

AT CULVERT OUTLET

FIBER ROLL

flared end section

Culvert inlet with

AT CULVERT INLET

FIBER ROLL

flared end section

Culvert outlet with Flow

D ire c tio n o f ru n o ff

Flow

FIBER ROLL LAPPING DETAIL

Stagger joints (typ.)

FIBER ROLL JOINT DETAIL

FIBER ROLL SLOPE LAYOUT

spacing table See Fiber Roll along contours

Install fiber rollsWood stakes

Fiber Roll

Slope

Fiber Roll

Pay Limits

Pay Limits overlap 12" (min.)

Fill slope

C157-55 side of fiber roll material on uphill

Place excavated

Flow Flow

54" or larger

Culvert Size

24" or smaller

30" to 48"

9" Ø Fiber Roll length (ft)

FIBER ROLLS AT CULVERTS*

needed due to project-specific conditions.

top of the culvert inlet only. Adjust length as

*Approximate length shown for rolls across the

See note 6 control runoff culvert as needed to

Install fiber rolls below

6.

5.

4.

3.

2.

1.

disturbance.

and all water entering the culvert is crossing the disturbance is on both the road and around the culvert

Place fiber rolls all the way around the inlet when the under it.

water is forced to flow through fiber roll rather than against upstream side of fiber roll to ensure storm with trench bottom and sides. Tamp soil backfill to the contour. Place fiber rolls in continuous contact

For fiber rolls on bare soil, construct trenches parallel

Expose stakes 2" above top of fiber roll.

Drive stakes into undisturbed soil at least 12" deep.

from each end.

2' o.c. max. culverts. Stake fiber rolls 6-inches stakes. Space stakes 4' o.c. max. on slopes and

Stake fiber rolls in place with 1" x 1" or 1" Ø wood vary more than 5% from level.

section of fiber roll, do not allow the fiber roll to

Install fiber rolls along slope contours. For any 20' to installation.

Repair all rills or gullies and properly compact prior

A A

Trench 2" min.

See no te 3

See no te 3

2" min.

Trench table for length requirements

See Fiber Rolls at Culverts culvert inlet

Install fiber rolls around table for length requirements

See Fiber Rolls at Culverts culvert outlet

Install fiber rolls around

Flow

Fiber roll roll 2" min.

Trench fiber

SECTION A-A

REVISED: 12/2017

E1

Flow

NO SCALE

1V:4H or flatter

Slope Gradient

1V:2H or steeper

STAKE DETAIL

uphill side of fiber roll

Place excavated material on

Fill or cut slope

FIBER ROLL SPACING TABLE*

project-specific conditions.

*Approximate spacing shown. Adjust spacing as needed due to

Between 1V:4H and 1V:3H

Between 1V:3H and 1V:2H

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d C F T

N I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

REVISED:

DETAIL

U.S. CUSTOMARY DETAIL

U

S E

R

NUMBER

SHEET

NE

NO SCALE

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d S td

F T

N I .d

FEDERAL LANDS HIGHWAY OFFICE

U.S. DEPARTMENT OF TRANSPORTATION

STANDARD

U.S. CUSTOMARY STANDARD

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

NE FTFW FTNI TRAIL(1)

501-1

STANDARD APPROVED FOR USE --/----

REVISED: 9/2016

MINOR CONCRETE PAVEMENT

R1

NOTE:

1.

2.

3.

PLAN PLAN

PROFILE PROFILE

REINFORCED MINOR CONCRETE PAVEMENTPLAIN MINOR CONCRETE PAVEMENT

Traffic Traffic

Transverse contraction joint

PAVEMENT

THICKNESS

TRANSVERSE

JOINT SPACING

See Note 2See Note 2

Provide the same type of dowel assemblies and tie bars for joints in plain portland cement concrete pavement as shown for joints in reinforced pavement.

Lap longitudinal and transverse reinforcement not

Transverse joint

Longitudinal joint

Tie bar

Dowel bar Dowel bar less than 15 inches.

(in) (ft)

6 = T <12

T < 6

(typ.)

24" ty p typ.

2" clear ty p c le a r ty p c le a r typ.

2" clear welded wire reinforcement or No. 4 bars

Slab reinforcement 4" x 4" - W6 x W6 reinforcement or No. 4 bars

W6 x W6 welded wire

Slab reinforcement 4" x 4" -

See Detail C501-50 for joint and joint sealing details.

#6

#5

#5

(inches) (inches)

10 < T = 12

8 < T = 10

T = 8

" typ.8 3" - 8

" typ.8 3" - 8

" typ.8 3" - 8

" typ.8 3" - 8

" typ.8 3" - 8

" typ.8 3" - 8

9"9"

9"9"

18"18"

" - 1" typ.2

9"9"

" - 1" typ.2

18"18"

Smooth dowel @ 12" c-c

Smooth dowel @ 12" c-c

Deformed tie bar @ 30" c-c

" (typ.)8 3" - 8

" (typ.)8 3" - 8

Do not place tie bars within 15" of transverse joints.

" - 1" typ.2

Deformed tie bar @ 30" c-c

Smooth dowel @ 12" c-c

07/2013

REVISED: 08/2014

DETAIL APPROVED FOR USE

C501-50

PAVEMENT JOINTS

MINOR CONCRETE

R2

NOTE:

T

T

T/2

T

T/2

T

T/2

T

T/2

T

T/3

T/3

Tie Bar Diameter

Dowel Bar

NO SCALE

T

Thickness (T)

Pavement

T

T/3

T/2

T/3

CONTRACTION JOINT

DOWELED - TRANSVERSE

CONTRACTION JOINT

TIED - LONGITUDINAL

CONTRACTION JOINT

DOWEL BUTT - TRANSVERSE

CONSTRUCTION JOINT

TIED BUTT - LONGITUDINAL

CONSTRUCTION JOINT

DOWELED - TRANSVERSE

ISOLATION JOINT

UNDOWELED - LONGITUDINAL

ISOLATION JOINT

UNTIED - LONGITUDINAL

UNDOWELED - TRANSVERSE and

ISOLATION JOINT

Pavement surface

See Note 7 Joint Sealant

See Note 7 Joint Sealant

2 x joint width) (Diameter = Backer rod

2 x joint width)

(Diameter =

Backer rod Fixture or structure

Expansion cap

See Note 7 Joint Sealant joint material

Expansion

SAWED OR FORMED JOINT

JOINT SEALING DETAILS

CONSTRUCTION JOINT

CONSTRUCTION JOINT

PLAIN - TRANSVERSE or LONGITUDINAL

7.

6.

5.

4.

3.

2.

1.

is 2:1 or as recommended by sealant manufacturer.

silicone sealant is used, the width to depth shape factor

Maintain joint sealant shape factor of 1:1 except when construction with epoxy resin.

the tie bars and dowels into the existing concrete set into concrete during placement, drill and anchor

For construction joints, if tie bars and dowels are not approval.

planned construction joint locations to the CO for and longitudinal construction joints sparingly. Submit not included in the joint layout plan. Use transverse

Transverse and longitudinal construction joints are and length of the concrete surface.

Use expansion joint material extending the full depth

Install isolation joints when abutting a fixed structure.

Use deformed reinforcing bars for tie bars.

pavement.

and other steel used in the construction of concrete

Use epoxy-coated material for all tie bars, dowels, STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d C F T

N I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

U

S E

R

NUMBER

SHEET

NE

6' - 7'

"R2

"R8

1" Grout

" Sealant 2

PLAN VIEW

SECTION B-B SECTION A-A

See Note 3

Steel rod

1" R

"4 surface

Pavement "

See Note 4

#4 Reinforcing steel (typ.)

1' (typ.)

" (typ.)16

72 A

A

BB

6' - 7'

1' 1'-6"1'1'-6"

1' 1'

" (typ.)2

" (typ.)2

PLAN VIEW

C

C

SECTION C-C

6' - 7'

1' (typ.)

Formed hole for pin (typ.)

Formed hole for pin (typ.)

Formed hole for pin (typ.)

" Sealant 2

1" Grout

See Note 3

Steel rod

"R8

1" R

1 surface

Pavement

"4

"2

"R2

2" "8

"4

"4

2"

"8

4"

See Note 4

#4 Reinforcing steel (typ.)

"8

6' - 7'

Wheelstop obstructions as directed by the CO.

* Increase distance for wall or other

"2

HEAD-ON PARKING

WHEELSTOP LAYOUT

CONCRETE WHEELSTOP WITH DRAIN

CONCRETE WHEELSTOP WITHOUT DRAIN

Stall lines

1' 1'1'-6" (typ.)

1 inch of ends of wheelstop.

Extend the reinforcing steel to within

Subsection 609.08.

-inch steel rods according to 4 3steel or

Pin the wheelstops with No. 6 reinforcing the approval of the CO.

to meet manufacturer's standards with

Variations in wheelstops will be allowed perpendicular to stall lines.

Center wheelstops between and

3.

2.

1.

4.

Edge of ABA parking pad

NO SCALE

CONCRETE WHEELSTOP

609-A

T1

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d s p A F T

N I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

NO SCALE

P

M c p w w o r k in g c e n tr a l0 d s p A F T

N I .d

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

NE FTFW FTNI TRAIL(1)

T2

615-A

SIDEWALK

REINFORCED CONCRETE

See Note 1

NOTE:

PLAN

PROFILE

REINFORCED MINOR CONCRETE PAVEMENT

1.

See Note 1 ty p c le a r ty p ty p c le a r reinforcement

W6 x W6 welded wire

Slab reinforcement 4" x 4" -welded wire reinforcement

Slab reinforcement 4" x 4" - W6 x W6

See Detail C501-50 for joint sealing details.

the CO for approval prior to ordering the material.

drawing/fabrication information from the manufacturer to

The contractor is responsible for providing detailed shop

This drawing for general size and configuration information only.

619-A

NO SCALE

NOTE:

8'-0"

6"

4"

A

A

Edge of Pavement

See Plans for details.

PLAN

SECTION A-A

2.

V a r ie s

Trail submittal for approval.

Round or square post acceptable. Include with shop drawing for

T3

FENCE DETAIL

Rail, 2 Rail (Wood).

Fence paid for as pay item 61901-2400 Fence, Split m in

4.

3.

2.

1.

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d s p A F T

N I .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

H m in

6' (min.)

m in

STOP

SPEED

LIMIT

pavement

Edge of

6' (min.)

m in shoulder

Edge of

6' (min.)

m in

M PH

pavement

Edge of

POST TYPE

POST

SINGLE

POST SIZE TABLE

MAXIMUM SIGN AREA (SQFT)

4" x 4"

SIZE

POST

4" x 6"

6" x 6" m a x

H o r

SINGLE POST

(min.)

ROADSIDE SIGN IN RURAL DISTRICT

WITHOUT SHOULDER WITH SHOULDER

WITH ADVISORY SPEED PLAQUE

Wood m a x

W

W

W

633-A

Sheet 1 of 3

SIGN STRUCTURES

NO SCALE

NOTES:

additional information.

Refer to Section 2A.21 of the MUTCD, latest edition, for

(MUTCD), latest edition.

Uniform Traffic Control Devices for Streets and Highways"

Locate and set sign height according to the "Manual on

2.

1.

PEDESTRIANS ARE PRESENT

ROADSIDE SIGN WHEN

match design pavement, Edge of

T4

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d s p A F T

N I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

Sign panel

4''

Traffic flow

WOOD POST

POST SIZE HOLE DIAMETER

4'' x 4''

4'' x 6''

6'' x 6''

Not Required

1.5''

2''

3'

4'

4'

D

Existing ground

(MIN.)

(D)

WOOD POST DATA TABLE

See Table

Holes (See Table)

Wood sign post

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

m a x latest edition, for additional information.

Refer to Section 2A.21 of the MUTCD, details.

Refer to Sheet 3 of 3 for sign bracing details.

Refer to Sheet 1 of 3 for sign mounting latest edition of the MUTCD.

Signs and Markings" as specified in the standards in the "Standard Highway

For sign punching details, see the blank position.

Maintain the post assembly in a plumb specified.

recommendations to accept the post size the anchor according to manufacturer's to manufacturer's recommendations. Size the anchor with a corner bolt according

Attach the square tubular steel post to per post.

line. Do not place more than one splice line and 18 inches above the ground steel posts entirely between the ground

Position splice overlap on U-channel non-breakaway signs.

barrier. Do not place holes in posts of the clear zone or shield with approved

Place non-breakaway signs outside apart.

cannot be spaced a minimum of 7 feet if multiple posts are required and posts posts are considered to be non-breakaway

Signs requiring 6-inch by 6-inch wood signs placed behind protective barriers.

Breakaway sign support is not required for

633-A

NO SCALE Sheet 2 of 3

WOOD AND STEEL POSTS

BREAKAWAY SIGN SUPPORT

NOTE:

T5

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d s p A F T

N I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

WITH BATTEN WITHOUT BATTEN

1 (typ.)

1'' x 3'' Wood batten

Sign panel

WOOD POST

6.

5.

4.

3.

2.

1.

Wood sign post (typ.)

hex nut, and washer

" dia. galvanized round head bolt, 16

NOTE:

Sheet 3 of 3

633-A

SIGN BRACING

latest edition, for additional information.

Refer to Section 2A.21 of the MUTCD, details.

Refer to Sheet 1 of 3 for sign mounting and the steel washer.

the sign panel's retroreflective sheeting

Use neoprene or nylon washers between spacings not to exceed 30 inches.

Use wood battens bolted to post at vertical latest edition of the MUTCD.

Signs and Markings' as specified in the standards in the 'Standard Highway

For sign punching details, see the blank when specified or as directed by the CO.

braces on signs with widths of 36 inches of 48 inches or greater. Install sign

Install sign braces on signs with widths

NO SCALE

Sign panel

Sign post

Sign bracing

" to 2"2 t o

TOLERANCES

BRACING INSTALLATION

T6

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d s p A F T

N I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

HEAD-ON PARKING WITH VAN ACCESSIBLE AISLE

(t yp

See Note 2

Wheelstop

NOTE:

4" solid white striping (typ.)

Sign post (typ.)

SIGN MOUNTING

Mounting view

See Sign

Van accessible aisle

634-A

PAVEMENT MARKINGS

SIGNING AND

6'-7'

5' walkway

5'11' additional sign mounting information.

Refer to Section 2A.18 of the MUTCD for of 7 feet.

are present, provide a minimum height sings installed in areas where pedestrians provide a minimum height of 5 feet. For details. For signs installed in rural areas, Refer to Special 633-A for sign mounting recommendations.

according to the manufacturer's plastic and other types of wheelstops

Section 609 and Special 609-A. Install

Install concrete wheelstops according to edition.

Streets and Highways" (MUTCD), current on Uniform Traffic Control Devices for markings in accordance with the "Manual

Install pavement markings and symbol

4.

3.

2.

1.

RESERVED

PARKING

VAN

ACCESSIBLE

R7-8P

R7-8

5'

VAN

ACCESSIBLE

RESERVED

PARKING

Top of proposed surface

H e ig h t

See Notes 3 and 4

45"

24" Minimum

M in im u m

3" Minimum

9" R

6" R

3" R

3" R

3" R

Blue background

White border

ACCESSIBILITY PARKING SPACE SYMBOL

NO SCALE

16'

Accessibility parking space symbol

T7

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d s p A F T

N I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

400'200'0

Scale in Feet

Legend:

BARRICADE TYPE 3 (Min. 6' each)

NOTE:

1.

R11-2

ROAD

CLOSED

1 2

T8

CONTROL PLAN

TEMPORARY TRAFFIC

TRAIL

CLOSED

Special

F O

R T F

A L L S R

O A

D

F O

R T F

A L L S T

R A

IL

NIOBRARA RIVER

4.6 MILES

TO VALENTINE, NE

and storing of equipment and materials.

contractor may use the closed roadway for staging

Falls Trail for the duration of construction. The

The contractor may close Fort Falls Road and Fort

TRAIL

CLOSED

Special

P

M c p w w o r k in g c e n tr a l0 d T

T C T r a il F T

N I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

NE FTFW FTNI TRAIL(1)

2+

1+

100+00

12+

646-A

T9

FIXTURE, STAIRWAY

13"

Integral Wall c le a r

9"

" Concrete

Sidewalk, 90'

Concrete

Sidewalk, Paid as Sidewalk, Concrete Paid as Fixture, Stairway (Reinforcing steel)

Doweled - Transverse

Isolation Joint

Doweled - Transverse

Isolation Joint

Finished grade #4 bar @ 18" o.c.

#4 bar @ 18" o.c.

6'-0" (typ.)

and Untied - Longitudinal

Undoweled - Transverse

Contraction Joint

3'-0" in intergral wall

#4 bar centered in intergral wall

#4 bar centered bottom mat

#4 bar @ 18" o.c.

Doweled - Transverse

Isolation Joint

Doweled - Transverse

Isolation Joint

PLAN

SECTION A-A

A A

S ta ir w id th s p a

Integral Wall (typ.)

aggregate (typ.)

Roadway

4-inch

#4 bar (typ.)

Treads

3'-0" (typ.)

R is e r s ty p

3'-0"

2% (typ.)

1/2" rounding (typ.)

NOSING DETAIL

NO SCALE

NO SCALE

NO SCALE

Reinforcing not shown, see Plan and Section A-A for reinforcing.

NOTE:

All transverse reinforcing not shown for clarity, see Section A-A for transverse reinforcing.

2.

3. 4.

All risers shall be of equal height and all treads shall be of equal depths unless shown otherwise.4.

3.

2.

1. See Detail C501-50 for joint and joint sealing details.

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d s p A F T

N I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U

S E

R

NUMBER

SHEET

NE

FORT FALLS TRAIL

00 2020 4040 6060

2440 2440

2450 2450

2460 2460

2470 2470

100+15.00

2440 2440

2450 2450

2460 2460

2470 2470

100+25.00

2440 2440

2450 2450

2460 2460

2470 2470

100+50.00

00 2020 4040 6060

2440 2440

2450 2450

2460 2460

2470 2470

100+75.00

2440 2440

2450 2450

2460 2460

2470 2470

101+00.00

2440 2440

2450 2450

2460 2460

2470 2470

101+25.00

NE

FORT FALLS TRAIL

NE FTFW FTNI TRAIL(1)

X1

NO.

SHEET

PROJECTSTATE

P

M c p w w o r k in g c e n tr a l0 d X

S S T r a il F T

N I .d

U

S E

R

FORT FALLS ROAD

Pvmt_ETW_LayerTop_R

Pvmt_CL_LayerTop

Sidewalk_Back_Layer1_R

Pvmt_ETW_Layer1_L

Sidewalk_Front_Layer1_R

Slope_Stake_Fill 1:10_R

Pvmt_ETW_LayerTop_L

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

CL

-1.72% +3.00% Pvmt_CL_Layer3

Sta. 100+15.00 R 1

Des. Grade = 2457.89

Subgrade = 2457.39

Orig. Grnd. = 2457.89

Pvmt_ETW_LayerTop_RSlope_Stake_Cut

Pvmt_CL_LayerTop

Sidewalk_Back_Layer1_R

Pvmt_ETW_Layer1_L

Sidewalk_Front_Layer1_R

Pvmt_ETW_LayerTop_L

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Pvmt_CL_Layer3

CL

-3.30% +4.08%

Sta. 100+25.00 R 1

Des. Grade = 2457.85

Subgrade = 2457.35

Orig. Grnd. = 2457.85

Pvmt_ETW_LayerTop_R

Slope_Stake_Cut

Pvmt_CL_LayerTop

Sidewalk_Back_Layer1_R

Pvmt_ETW_Layer1_L

Sidewalk_Front_Layer1_RPvmt_ETW_LayerTop_L Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Pvmt_CL_Layer3

CL

-4.15% +4.20%

+1.33%

1:6

Sta. 100+50.00 R 1

Des. Grade = 2457.49

Subgrade = 2456.99

Orig. Grnd. = 2457.49

Pvmt_ETW_LayerTop_R

Slope_Stake_Cut

Pvmt_CL_LayerTop

Sidewalk_Back_Layer1_R

Pvmt_ETW_Layer1_L

Sidewalk_Front_Layer1_R

Pvmt_ETW_LayerTop_L

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Pvmt_CL_Layer3

CL

-3.10%+2.90%+1.49%1:6

Sta. 100+75.00 R 1

Des. Grade = 2456.97

Subgrade = 2456.47

Orig. Grnd. = 2456.97

Pvmt_ETW_LayerTop_R

Slope_Stake_Cut

Pvmt_CL_LayerTop

Sidewalk_Back_Layer1_R

Sidewalk_Back_Layer2_R

Pvmt_ETW_Layer1_L

Sidewalk_Front_Layer1_R

Sidewalk_Front_Layer2_R

Pvmt_ETW_LayerTop_L

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Pvmt_CL_Layer3

CL

-3.00% +1.77% +1.50% 1:6

Sta. 101+00.00 R 1

Des. Grade = 2456.59

Subgrade = 2456.09

Orig. Grnd. = 2456.59

Pvmt_ETW_LayerTop_R

Slope_Stake_Cut

Pvmt_CL_LayerTop

Sidewalk_Back_Layer1_R

Sidewalk_Back_Layer2_R

Pvmt_ETW_Layer1_L

Sidewalk_Front_Layer1_R

Sidewalk_Front_Layer2_R

Pvmt_ETW_LayerTop_L

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Pvmt_CL_Layer3

CL

-2.90%+3.05%+1.50%1:6

Sta. 101+25.00 R 1

Des. Grade = 2456.26

Subgrade = 2455.76

Orig. Grnd. = 2456.26

2440 2440

2450 2450

2460 2460

2470 2470

101+50.00

2440 2440

2450 2450

2460 2460

2470 2470

101+75.00

2440 2440

2450 2450

2460 2460

2470 2470

102+00.00

00 2020 4040 6060

2440 2440

2450 2450

2460 2460

2470 2470

102+05.00

X2

FORT FALLS TRAIL

NE FTFW FTNI TRAIL(1)

NE

NO.

SHEET

PROJECTSTATE

P

M c p w w o r k in g c e n tr a l0 d X

S S T r a il F T

N I .d

S E

R

FORT FALLS ROAD

Pvmt_ETW_LayerTop_RSlope_Stake_Cut

Pvmt_CL_LayerTop

Sidewalk_Back_Layer1_R

Pvmt_ETW_Layer1_L

Sidewalk_Front_Layer1_R

Pvmt_ETW_LayerTop_L

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Pvmt_CL_Layer3

CL

-1.80%+1.27%

Sta. 101+50.00 R 1

Des. Grade = 2456.27

Subgrade = 2455.77

Orig. Grnd. = 2456.27

Pvmt_ETW_LayerTop_RSlope_Stake_Cut

Pvmt_CL_LayerTop

Sidewalk_Back_Layer1_R

Pvmt_ETW_Layer1_L

Sidewalk_Front_Layer1_R

Pvmt_ETW_LayerTop_L

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Pvmt_CL_Layer3

CL

-1.75%+1.65%1:6 Shdr_EOP_LayerTop_L

Sidewalk_Back_Layer1_L

-1.47%

Sta. 101+75.00 R 1

Des. Grade = 2456.21

Subgrade = 2455.71

Orig. Grnd. = 2456.21

Pvmt_ETW_LayerTop_RSlope_Stake_Cut

Pvmt_CL_LayerTop

Sidewalk_Back_Layer1_R

Pvmt_ETW_Layer1_L

Sidewalk_Front_Layer1_R

Pvmt_ETW_LayerTop_L

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Pvmt_CL_Layer3

CL

-2.27%+2.62%

Sta. 102+00.00 R 1

Des. Grade = 2456.13

Subgrade = 2455.63

Orig. Grnd. = 2456.13

Pvmt_ETW_LayerTop_RSlope_Stake_Cut

Pvmt_CL_LayerTop

Sidewalk_Back_Layer1_R

Pvmt_ETW_Layer1_L

Sidewalk_Front_Layer1_R

Pvmt_ETW_LayerTop_L

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Pvmt_CL_Layer3

CL

-1.99%+2.63%

Sta. 102+05.00 R 1

Des. Grade = 2456.14

Subgrade = 2455.64

Orig. Grnd. = 2456.14

NO.

SHEET

PROJECTSTATE

P

M c p w w o r k in g c e n tr a l0 d X

S S T r a il F T

N I .d

S E

R

2440 2440

2450 2450

2460 2460

2470 2470

10+06.00

2440 2440

2450 2450

2460 2460

2470 2470

10+25.00

2440 2440

2450 2450

2460 2460

2470 2470

10+50.00

00 2020 4040 6060

2440 2440

2450 2450

2460 2460

10+75.00

2440 2440

2450 2450

2460 2460

11+00.00

2430 2430

2440 2440

2450 2450

2460 2460

11+25.00

X3

FORT FALLS TRAIL

NE FTFW FTNI TRAIL(1)

NE

FORT FALLS TRAIL

Sidewalk_Front_Layer1_L

Slope_Stake_Cut_L

Sidewalk_Front_Layer2_L

Sidewalk_Back_Layer1_R

Sidewalk_Back_Layer2_R

Slope_Stake_Cut_RParkway Back_L Sidewalk_Back_Top_RSidewalk_Front_Top_L Pvmt_CL_LayerTop

Pvmt_CL_Layer3

CL

Sta. 10+06.00 R 1

Des. Grade = 2456.36

Subgrade = 2455.70

Orig. Grnd. = 2456.36

+0.02%1:50

Sidewalk_Front_Layer1_L

Sidewalk_Front_Layer2_L

Sidewalk_Back_Layer1_R

Sidewalk_Back_Layer2_R

Slope_Stake_Fill_L

Slope_Stake_Cut_R

Parkway Back_L

Sidewalk_Back_Top_R

Sidewalk_Front_Top_L

Pvmt_CL_LayerTop

Pvmt_CL_Layer3

CL

Sta. 10+25.00 R 1

Des. Grade = 2455.23

Subgrade = 2454.56

Orig. Grnd. = 2454.82

+3.00%1:6 1:3 1:33

Sidewalk_Front_Layer1_L

Sidewalk_Front_Layer2_L

Sidewalk_Back_Layer1_R

Sidewalk_Back_Layer2_R

Slope_Stake_Fill_L

Slope_Stake_Cut_R

Parkway Back_L

Sidewalk_Back_Top_R

Sidewalk_Front_Top_L

Pvmt_CL_LayerTop

Pvmt_CL_Layer3

CL

Sta. 10+50.00 R 1

Des. Grade = 2452.35

Subgrade = 2451.69

Orig. Grnd. = 2451.65

+3.00%1:6 1:2

1:33

Sidewalk_Front_Layer1_L

Sidewalk_Front_Layer2_L

Sidewalk_Back_Layer1_R

Sidewalk_Back_Layer2_R

Slope_Stake_Fill_L

Slope_Stake_Cut_R

Parkway Back_L

Sidewalk_Back_Top_R

Sidewalk_Front_Top_L

Pvmt_CL_LayerTop

Pvmt_CL_Layer3

CL

Sta. 10+75.00 R 1

Des. Grade = 2450.45

Subgrade = 2449.79

Orig. Grnd. = 2450.32

+3.00%1:6 1:2 1:33

Sidewalk_Front_Layer1_L

Sidewalk_Front_Layer2_L

Sidewalk_Back_Layer1_R

Sidewalk_Back_Layer2_RSlope_Stake_Fill_L

Slope_Stake_Cut_R

Parkway Back_L

Sidewalk_Back_Top_R

Sidewalk_Front_Top_L

Pvmt_CL_LayerTop

Pvmt_CL_Layer3

CL

Sta. 11+00.00 R 1

Des. Grade = 2449.20

Subgrade = 2448.54

Orig. Grnd. = 2449.17

+3.00%1:61:6

1:33

Sidewalk_Front_Layer1_L

Sidewalk_Front_Layer2_L

Sidewalk_Back_Layer1_R

Sidewalk_Back_Layer2_R

Slope_Stake_Fill_L

Slope_Stake_Cut_R

Parkway Back_L

Shdr_EOP_LayerTop_R

Sidewalk_Front_Top_L

Pvmt_CL_LayerTop

Pvmt_CL_Layer3

CL

Sta. 11+25.00 R 1

Des. Grade = 2447.95

Subgrade = 2447.29

Orig. Grnd. = 2447.37

1:6 1:4

1:33

+3.00%

2430 2430

2440 2440

2450 2450

2460 2460

11+50.00

2430 2430

2440 2440

2450 2450

2460 2460

11+75.00

2420 2420

2430 2430

2440 2440

2450 2450

12+00.00

00 2020 4040 6060

2420 2420

2430 2430

2440 2440

2450 2450

12+25.00

2420 2420

2430 2430

2440 2440

12+50.00

2410 2410

2420 2420

2430 2430

2440 2440

12+70.00

X4

FORT FALLS TRAIL

NE FTFW FTNI TRAIL(1)

NE

FORT FALLS TRAIL

NO.

SHEET

PROJECTSTATE

P

M c p w w o r k in g c e n tr a l0 d X

S S T r a il F T

N I .d

S E

R

Sidewalk_Front_Layer1_L

Sidewalk_Front_Layer2_L

Sidewalk_Back_Layer1_R

Sidewalk_Back_Layer2_R

Slope_Stake_Fill_L

Slope_Stake_Cut_R

Parkway Back_L

Sidewalk_Back_Top_R

Sidewalk_Front_Top_L

Pvmt_CL_LayerTop

Pvmt_CL_Layer3

CL

Sta. 11+50.00 R 1

Des. Grade = 2445.45

Subgrade = 2444.79

Orig. Grnd. = 2444.43

+3.00%1:6 1:3 1:33

Sidewalk_Front_Layer1_L

Sidewalk_Front_Layer2_L

Sidewalk_Back_Layer1_R

Sidewalk_Back_Layer2_R

Slope_Stake_Fill_L

Slope_Stake_Cut_R

Parkway Back_L

Sidewalk_Back_Top_R

Sidewalk_Front_Top_L

Pvmt_CL_LayerTop

Pvmt_CL_Layer3

CL

Sta. 11+75.00 R 1

Des. Grade = 2442.95

Subgrade = 2442.29

Orig. Grnd. = 2441.59

+3.00%1:6 1:2 1:33

Sidewalk_Front_Layer1_L

Sidewalk_Front_Layer2_L

Sidewalk_Back_Layer1_R

Sidewalk_Back_Layer2_R

Slope_Stake_Fill_L

Slope_Stake_Cut_R

Parkway Back_L

Sidewalk_Back_Top_R

Sidewalk_Front_Top_L

Pvmt_CL_LayerTop

Pvmt_CL_Layer3

CL

Sta. 12+00.00 R 1

Des. Grade = 2438.30

Subgrade = 2437.64

Orig. Grnd. = 2438.47

+3.00%1:41:6

1:33

Sidewalk_Front_Layer1_L

Sidewalk_Front_Layer2_L

Sidewalk_Back_Layer1_R

Sidewalk_Back_Layer2_R

Slope_Stake_Fill_L

Slope_Stake_Cut_R

Parkway Back_L

Sidewalk_Back_Top_R

Sidewalk_Front_Top_L

Pvmt_CL_LayerTop

Pvmt_CL_Layer3

CL

Sta. 12+25.00 R 1

Des. Grade = 2433.65

Subgrade = 2432.99

Orig. Grnd. = 2433.91

+3.00%1:41:6

1:33

Sidewalk_Front_Layer1_L

Sidewalk_Front_Layer2_L

Sidewalk_Back_Layer1_R

Sidewalk_Back_Layer2_R

Slope_Stake_Fill_L

Slope_Stake_Cut_R

Parkway Back_L

Sidewalk_Back_Top_R

Sidewalk_Front_Top_L

Pvmt_CL_LayerTop

Pvmt_CL_Layer3

CL

Sta. 12+50.00 R 1

Des. Grade = 2429.00

Subgrade = 2428.34

Orig. Grnd. = 2428.84

+3.00%1:61:6

1:33

Sidewalk_Front_Layer1_L

Sidewalk_Front_Layer2_L

Sidewalk_Back_Layer1_R

Sidewalk_Back_Layer2_R

Slope_Stake_Cut_R

Parkway Back_L

Sidewalk_Back_Top_R

Sidewalk_Front_Top_L

Pvmt_CL_LayerTop

Pvmt_CL_Layer3

CL

Sta. 12+70.00 R 1

Des. Grade = 2425.71

Subgrade = 2425.05

Orig. Grnd. = 2425.71

+3.00%

1:41:33