KS FTFW MACY 10(2) AD Plans signed.pdf

08/30/2021 WENDY M LONGLEY Digitally signed by WENDY M LONGLEY

Date: 2021.09.01 06:19:28 -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

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

KS KS FTFW MACY 10(2)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

S/W sidewalk

PROJECT SPECIFIC SYMBOLS

PROJECT SPECIFIC ABBREVIATIONS

ABA Architectural Barriers Act

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION 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

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

SURVEY CONTROL

A4

STATE PROJECT

P

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

T L

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

2IN ALUM CAP

803.2

6IN CMP

803.7

804.9

PIPE DIRECTION

VENT

805.1

6IN PVC/UNABLE TO FIND OPPOSITE SIDE

805.5

6IN CMP

805.9

6IN CMP

WATER

WATER

VENT

VENT

WATER

VENT

WATER

FLAG POLE

VENT

VENT

WATER METER

10+00

400+00

110+00

STATE PROJECT

P

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

T E

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

KS KS FTFW MACY 10(2)

Existing R/W

Kansas State Highway 52

400'200'0

Scale in Feet

SITE MAP

Refuge Orientation Trail 3

Refuge Orientation Trail 2

Refuge Orientation Trail 1

Shop Access Road (RTE 300)

E: 2415559.12

N: 1914286.39

Entrance Road

KS FTFW MACY 10(2)

End Project

16+90.02

E: 2415538.36

N: 1914462.79

Entrance Road

KS FTFW MACY 10(2)

Begin Project

10+28.00

A5

(RTE 010)

Entrance Road

Shop Parking (RTE 800)

Potential Staging Area

End Refuge Orientation Trail 3

306+80.89

Orientation Trail 2

Begin Refuge

200+00.00

C re e k

Mud dy

Construction Access

Construction Access

Headquarters

Visitor Center/

Orientation Trail 1

Refuge

Parking (RTE 901)

Hwy 52 Visitor Kiosk

Floodplain Boundary

FEMA Zone A

Floodplain Boundary

FEMA Zone A

End Refuge Orientation Trail 2

203+10.00

Orientation Trail 3

Begin Refuge

300+00.00

Pedestrian Bridge to 111+62.06

111+02.06

Construction Access

NOTE:

1. See Subsection 156.07 for construction access requirements.

E: 2415643.15

N: 1914106.42

Refuge Orientation Trail

KS FTFW MACY 10(2)

Begin Project

100+00.00

E: 2416995.55

N: 1913865.37

Refuge Orientation Trail

KS FTFW MACY 10(2)

End Project

119+29.50

401+40.00 Begin Shop Access Road (RTE 300)

402+85.00 End Shop Access Road (RTE 300)

Visitor Center ABA Parking (RTE 909)

Visitor Center Parking (RTE 900)

TYPICAL SECTIONS

A6

2.2. 2%

Placed in two lifts

3" Asphalt Concrete Pavement

2%

DETAIL A

NOTE:

9" Excavation

6" Roadway Aggregate, Method 2

Applies to both sides

Traveled Way

11'

Traveled Way

11'

5' 5'

Clearing and Construction Limits

Limit

Stake

Slope

Limit

Stake

Slope

Tack coat (applied between asphalt lifts)

Fog seal (applied to top asphalt lift)

Prime coat (applied to top of aggregate)

Existing aggregate surfacing depth varies from 4" to 8"

Average 16 ft from 12 ft to 20 ft

10+28.00 TO 12+05.62

ENTRANCE ROAD (RTE 010)

TYPICAL SECTION

10+28.00 TO 12+60.00

ENTRANCE ROAD (RTE 010)

EXISTING TYPICAL SECTION

2.

See Detail A

Limit

Stake

Slope

Traveled Way

11' to 31.6' max.

1:3 max.

1:3 max.

1:3

5'

Road

Access

C ShopL

6'

C Entrance RoadL

C Entrance RoadL

Road

C EntranceL

5' to 25.6'

30°

5.2"

11+40.00 TO 12+88.16 RT

ENTRANCE ROAD (RTE 010)

TYPICAL SECTION

2.

Placed in two lifts

3" Asphalt Concrete Pavement

9" Excavation

6" Roadway Aggregate, Method 2

See Detail A

5'

Clearing and Construction Limits

Limit

Stake

Slope max.

1:3

C Entrance RoadL

1:20 max.

1%

Placed in two lifts

3" Asphalt Concrete Pavement

9" Excavation

5'

Clearing and Construction Limits

Limit

Stake

Slope

Tack coat (applied between asphalt lifts)

Fog seal (applied to top asphalt lift)

Prime coat (applied to top of aggregate) max.

1:4

1%

Tack coat (applied between asphalt lifts)

Fog seal (applied to top asphalt lift)

Prime coat (applied to top of aggregate)

4" Bedding Material

S/W

5'

Parking Area

11' to 16'

1.5% 1:20 max.

C Entrance RoadL

Traveled Way

16' to 38.4'

Traveled Way

11' to 16'3.

3.

3.

3.3.

1%

Parking Area

0' to 22'

1% seeding limits

Topsoil and seeding limits

Topsoil and seeding limits

Topsoil and seeding limits

Topsoil and seeding limits

Topsoil and ground

Existing ground

Existing ground

Existing

Clearing and Construction Limits

Placed in two lifts

3" Asphalt Concrete Pavement

9" Excavation

6" Roadway Aggregate, Method 2

2%

Tack coat (applied between asphalt lifts)

Fog seal (applied to top asphalt lift)

Prime coat (applied to top of aggregate) seeding limits

Topsoil and

(top of pavement)

Profile grade

(top of pavement)

Profile grade

(top of pavement)

Profile grade

(top of pavement)

Profile grade

See Detail A

Asphalt concrete pavement

15+96.13 TO 16+90.02

12+88.16 TO 13+37.37

VISITOR CENTER PARKING (RTE 900)

ENTRANCE ROAD (RTE 010)

TYPICAL SECTION

13+37.37 TO 15+96.13

VISITOR CENTER PARKING (RTE 900)

ENTRANCE ROAD (RTE 010)

TYPICAL SECTION

Aggregate seeding limits

Topsoil and ground

Existing sides of roadway)

(Detail applies to both right and left

Shoulder up with roadway aggregate, method 2

Construct 30° pavement edge (safety edge)

Place Geogrid

Place Geogrid

Place Geogrid

Place Geogrid

Place Geogrid

4" Sidewalk, Colored Concrete

Sidewalk, Colored Concrete.

Bedding material is included in the cost of pay item 61501-0200 incidental and not paid separately.

foreslope and back of sidewalk during final grading. This work is surfacing; grade the windrowed material onto the final roadway completion of final asphalt paving, concrete work, and aggregate outside the existing aggregate roadway and concrete edge. After

During clearing and grubbing, windrow existing topsoil material

See the cross sections for cut and fill slope ratios.

See Plans and cross sections for dimensions.

on the existing bench.

Steepen the foreslope as necessary, but not steeper than 1:3, to stay

Construct a 1:4 foreslope unless otherwise directed by the CO.

adequate drainage and stability.

embankment slope ratios may be adjusted by the CO to assure

The gradient and width of roadway ditches and the excavation and

Method 2

Aggregate, 6" Roadway

6.

6.

5.

4.

3.

2.

1.

NO SCALE

STATE PROJECT

P

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

Y P

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

A7

STATE PROJECT

P

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

Y P

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

KS KS FTFW MACY 10(2)

Station to Station

LENGTH OF PROJECT

Description

Entrance Road (RTE 010)

Roadway (ft.) Trail (ft.)

0.71

TOTALS (ft.)

TOTALS (mi.)

Refuge Orientation Trail 1

Refuge Orientation Trail 2

Refuge Orientation Trail 3

10+28.00 to 16+90.02

100+00.00 to 111+02.06

200+00.00 to 203+10.00

300+00.00 to 306+80.89

662.02

1102.06

310.00

680.89

2860.39807.02

2%

12" Excavation

6" Roadway Aggregate, Method 2

4" Bedding Material

1.5%

3.

S/W

Varies

6" Minor Concrete Pavement, Plain

VISITOR CENTER ABA PARKING (RTE 909)

TYPICAL SECTION

3.

3.

4.

or Parking Area

Traveled Way

ABA Parking

Varies

NOTE:

Shop Access Road (RTE 300) 401+40.00 to 402+85.00 145.00

2.

2. 2%

Placed in two lifts

3" Asphalt Concrete Pavement

9" Excavation

6" Roadway Aggregate, Method 2

Traveled Way

12'

5' 5'

Clearing and Construction Limits

Limit

Stake

Slope

Limit

Stake

Slope

Existing aggregate surfacing depth varies from 4" to 8"

Average 16 ft from 12 ft to 16 ft max.

1:3 max.

1:3 seeding limits

Topsoil and seeding limits

Topsoil and ground

Existing

(top of pavement)

Profile grade

Road

Access

C ShopL

401+40.00 TO 403+85.00

SHOP ACCESS ROAD (RTE 300)

EXISTING TYPICAL SECTION

Road

Access

C ShopL

401+40.00 TO 402+85.00

SHOP ACCESS ROAD (RTE 300)

TYPICAL SECTION

Tack coat (applied between asphalt lifts)

Fog seal (applied to top asphalt lift)

Prime coat (applied to top of aggregate)

See Detail A for structural section details

See mainline typical section

DETAIL A

30°

5.2"

Asphalt concrete pavement

DETAIL B

1:3 max

Aggregate

Applies to all sides

Aggregate Edge

Match Existing

Existing Aggregate

Aggregate Parking Area

Varies 3.

See Detail B

HWY 52 VISITOR KIOSK PARKING (RTE 901)

TYPICAL SECTION

111+02.06 to 111+62.06

Refuge Orientation Trail 1 111+62.06 to 119+29.50

Pedestrian Bridge

Bridge (ft.)

60.00

767.44

60.00

4" Roadway Aggregate, Method 2

Aggregate Reconditioning

Match Existing

5'

Limit

Stake

Slope max.

1:4 seeding limits

Topsoil and ground

Existing

Aggregate

NO SCALE

sides of roadway)

(Detail applies to both right and left aggregate, method 2

Shoulder up with roadway

(safety edge)

Construct 30° pavement edge

Place GeogridPlace Geogrid

Place Geogrid

4" Sidewalk, Colored Concrete

7.

6.

5.

4.

3.

2.

1.

7.

Sidewalk, Colored Concrete.

Bedding material is included in the cost of pay item 61501-0200 incidental and not paid separately.

foreslope and back of sidewalk during final grading. This work is surfacing; grade the windrowed material onto the final roadway completion of final asphalt paving, concrete work, and aggregate outside the existing aggregate roadway and concrete edge. After

During clearing and grubbing, windrow existing topsoil material

See the cross sections for cut and fill slope ratios.

Maximum slope in any direction.

See Plans and cross sections for dimensions.

on the existing bench.

Steepen the foreslope as necessary, but not steeper than 1:3, to stay

Construct a 1:4 foreslope unless otherwise directed by the CO.

adequate drainage and stability.

embankment slope ratios may be adjusted by the CO to assure

The gradient and width of roadway ditches and the excavation and

A8

STATE PROJECT

P

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

Y P

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

KS KS FTFW MACY 10(2)

4" Bedding Material

S/W

5'

1.5% ground

Existing

Clearing and Construction Limits

4" Bedding Material

S/W

5'

1.5% seeding limits

Topsoil and ground

Existing

C TrailL seeding limits

Topsoil and

1:4 m ax .1:

m ax.

1:2

Embankment Construction

1.5% 1:4

4" Bedding Material

S/W

5' seeding limits

Topsoil and seeding limits

Topsoil and

Slope Stake LimitSlope Stake Limit

2' 2'

2'

Slope Stake LimitSlope Stake Limit

2'

2'

C TrailL

2'

Construction Limits

Clearing and

Slope Stake Limit

Slope Stake Limit

Construction Limits

Clearing and seeding limits

Topsoil and seeding limits

Topsoil and

Embankment Construction

1:2 m ax

1:2 m ax

C TrailL C TrailL ground

Existing

Existing native soil Existing native soil

LEVEL GROUND

REFUGE ORIENTATION TRAIL

EXISTING TYPICAL SECTION

EMBANKMENT

REFUGE ORIENTATION TRAIL

TYPICAL SECTION

LEVEL GROUND

REFUGE ORIENTATION TRAIL

TYPICAL SECTION

EXISTING BERM

REFUGE ORIENTATION TRAIL

TYPICAL SECTION

NOTE:

300+00.00 TO 306+80.89

REFUGE ORIENTATION TRAIL 3

200+00.00 TO 202+90.00

REFUGE ORIENTATION TRAIL 2

111+62.06 TO 119+29.50

100+00.00 TO 111+02.06

REFUGE ORIENTATION TRAIL 1

TYPICAL SECTIONS

4" Bedding Material ground

Existing

2'

Slope Stake LimitSlope Stake Limit

2'

Construction Limits

Clearing and seeding limits

Topsoil and seeding limits

Topsoil and

Profile grade (top of sidewalk) Profile grade (top of sidewalk)

Profile grade (top of sidewalk)

Place Geogrid

Place Geogrid

Conc.

Varies

Pad

4.

Place Bench

CONCRETE PAD FOR BENCHES

REFUGE ORIENTATION TRAIL

TYPICAL SECTION

EXISTING BERM

REFUGE ORIENTATION TRAIL

EXISTING TYPICAL SECTION

4.

1.5%

Conc.

Varies

Construction Limits

Clearing and

Place Geogrid

4" Sidewalk, Concrete

4" Bedding Material

Place Bench

Place Geogrid

Pad

1.5%

C TrailL

4.

2'

2'

1:4

2'

NO SCALE

Place Geogrid

Sidewalk, Colored Concrete.

Bedding material is included in the cost of pay item 61501-0200 onto the final grading. Incidental, not paid separately.

After completion of trail construction; grade the windrowed material

During clearing and grubbing, windrow existing topsoil material.

See Plans for location, side, and dimensions.

See the cross sections for cut and fill slope ratios.

Construct a 1:4 foreslope unless otherwise directed by the CO.

adequate drainage and stability.

embankment slope ratios may be adjusted by the CO to assure

The gradient and width of roadway ditches and the excavation and

6.

5.

4.

3.

2.

1.

6.

6. 6.

6.

4" Sidewalk, Colored Concrete 4" Sidewalk, Colored Concrete4" Sidewalk, Colored Concrete

4" Sidewalk, Colored Concrete

6.

Sheet and Description

B3 B3 B3 B4 B5 B5 B6 S2

Survey Summary

Removal Summary

Grading Summary

Surfacing Summary

Permanent Signing

Summary

Permanent Pavement Marking

Summary

Miscellaneous Summary

Pedestrian Bridge

Summary Allowance Bid

Schedule

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15215-2000 SURVEY AND STAKING, BRIDGE EACH 1 1

A0030 15215-7000 SURVEY AND STAKING, PARKING AREA EACH 6 6

A0040 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 1.390 1.390

A0050 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 1.390 1.390

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0070 15401-0000 CONTRACTOR TESTING LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0090 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 4,439 261 4,700

A0100 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0110 20101-0000 CLEARING AND GRUBBING ACRE 1.48 0.12 1.60

A0120 20301-2400 REMOVAL OF SIGN EACH 1 1

A0130 20302-2100 REMOVAL OF PIPE CULVERT LNFT 25 25

A0140 20303-0300 REMOVAL OF CONCRETE SQYD 152 18 170

A0150 20401-0000 ROADWAY EXCAVATION CUYD 948 52 1,000

A0160 20441-0000 WASTE CUYD 680 20 700

A0170 20703-2000 GEOGRID, STABILIZATION SQYD 4,709 241 4,950

A0180 20801-0000 STRUCTURE EXCAVATION Contract

CUYD 5 5 Quantity

A0190 20803-0000 STRUCTURAL BACKFILL Contract

CUYD 10 10 Quantity

A0200 25125-0000 BOULDER EACH 29 29

A0210 25126-0000 REMOVE AND RESET BOULDER EACH 7 7

A0220 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 827 43 870

A0230 30303-2000 AGGREGATE SURFACE RECONDITIONING SQYD 333 17 350

A0240 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 398 22 420

A0250 40601-0000 FOG SEAL TON 1.04 0.06 1.10

A0260 41102-1000 PRIME COAT, METHOD 1 SQYD 2,425 125 2,550

A0270 41201-0000 TACK COAT TON 1.04 0.06 1.10

A0280 50101-2600 MINOR CONCRETE PAVEMENT, PLAIN, 6-INCH DEPTH SQYD 69 11 80

A0290 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) Contract

CUYD 7 7 Quantity

A0300 55301-3500 PRECAST, PRESTRESSED CONCRETE SLAB Contract

EACH 1 1 Quantity

A0310 55401-1000 REINFORCING STEEL Contract

LB 800 800 Quantity

A0320 55601-0900 BRIDGE RAILING, STEEL Contract

LNFT 135 135 Quantity

A0330 56701-0000 MICROPILE (5.5" DIAMETER) Contract

LNFT 90 90 Quantity MileStone: For AD Date Completed: 08/26/21 Report Date: 08/26/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A ug

-2

:1

A M

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities c:

\p w w or ki ng \c en tr al

\d

1\ [K

S F

TF

W

M

AC

Y

(2

FI

N

A L

S O

Q .x ls m

]S he et

STATE PROJECT

B1FTFW MACY 10(2)KS

SHEET

NUMBER

Sheet and Description

B3 B3 B3 B4 B5 B5 B6 S2

Survey Summary

Removal Summary

Grading Summary

Surfacing Summary

Permanent Signing

Summary

Permanent Pavement Marking

Summary

Miscellaneous Summary

Pedestrian Bridge

Summary Allowance Bid

Schedule

A0340 56706-0000 MICROPILE PROOF LOAD TEST Contract

EACH 2 2 Quantity

A0350 60915-1000 WHEELSTOP, CONCRETE EACH 13 13

A0360 61501-0200 SIDEWALK, COLORED CONCRETE SQYD 1,885 115 2,000

A0370 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0380 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40

A0390 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0400 62301-0000 GENERAL LABOR HOUR 60

A0410 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 20

A0420 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

A0430 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 0.65 0.05 0.70

A0440 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 0.65 0.05 0.70

A0450 62901-1200 ROLLED EROSION CONTROL PRODUCT, TYPE 5.A SQYD 106 9 115

A0460 63301-0000 SIGN SYSTEM EACH 8 8

A0470 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN

(INTERPRETATIVE PANELS) EACH 5 5

A0480 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 4,178 4,400

A0490 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 1 1

A0500 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0510 63701-0000 FIELD OFFICE EACH 1

A0520 64603-0300 FIXTURE, BENCH EACH 5 5

A0530 64620-0400 REMOVE AND RESET MAILBOX EACH 1 1

-A ug -2

:1

A M

MileStone: For AD Date Completed: 08/26/21 Report Date: 08/26/21 c:

\p w w or ki ng \c en tr al

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S F

TF

W

M

AC

Y

(2

FI

N

A L

S O

Q .x ls m

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B2FTFW MACY 10(2)KS

SHEET

NUMBER

STATE PROJECT

P

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

A B

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

KS KS FTFW MACY 10(2) B3

GRADING SUMMARIES

SURVEY, REMOVAL, AND

P

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

A B

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

KS KS FTFW MACY 10(2) B4

SUMMARY

SURFACING

P

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

A B

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

KS KS FTFW MACY 10(2) B5

SUMMARIES

AND PAVEMENT MARKING

PERMANENT SIGNING

P

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

A B

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

KS KS FTFW MACY 10(2) B6

SUMMARY

MISCELLANEOUS

V E

N T

W A

T E

R W

A T

E R

V E

N T

V E

N T

W A

T E

R

V E

N T

W A

T E

R

F L

A G P

O L E V E

N T

V E

N T

PT

.7

401+00

400+00

13+00

16+00

14+

15+00

P T

.0

P C

.4

P T

.2

PCC 14+47.80

P C

.3

P T

.6

P C

.0

P C

.0

STATE PROJECT

P

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

N P

M A

C Y .d g n

NUMBER

SHEET

KS KS FTFW MACY 10(2)

.9

V P I

E L

.3

-2.000% -0.500%

60' VC

K = 40

V P I

E L

.0

-0.500% +0.000%

50' VC

K = 100

V P I

E L

.0

+0.000% +0.500%

50' VC

K = 100

.5

.9

V P I

E L

.1

-0.650% -3.600%

50' VC

K = 17

SSD = 391'

.2

100'50'0

Scale in Feet

C1

11+00 12+0010+00 13+00 14+00 15+00 16+00

Curve Data

Existing ground

Existing R/W

Existing R/W

(Do not disturb)

Existing kiosk mailbox and boulder

Remove and reset

Refuge Orientation Trail

Visitor Center/Headquarters

(RTE 010)

C Entrance RoadL

See Sheet D1 for details

Visitor Center Parking (RTE 900)

17+00

Curve = P_ENT-1

PI 12+30.09

D

R = 125.00'

T = 23.08'

L = 45.65'

Curve = P_ENT-2

PI 14+27.61

D

R = 38.00'

T = 49.23'

L = 69.42'

Curve = P_ENT-3

PI 14+97.03

D

R = 38.00'

T = 49.23'

L = 69.42'

Curve = P_ENT-4

PI 16+53.31

D

R = 500.00'

T = 36.84'

L = 73.54'

Curve = P_SAR-1

PI 401+29.36

D

R = 250.00'

T = 129.36'

L = 238.75'

401+00 402+00400+00 403+00

40' R

(RTE 010)

Entrance Road

Profile grade

(RTE 300)

Shop Access Road

Profile grade

Existing ground

Curve P_ENT-1

Curve P_ENT-3

Curve P_ENT-2

Curve P_SAR-1

Curve P_ENT-4

(R

TE

S ho p A cc es s

R oa d

LC Shop Access Road (RTE 300)

E: 2415419.95

N: 1914094.97

403+00

Shop Access Road

E: 2415546.48

N: 1914350.98

Shop Access Road 400+00

Entrance Road 11+40, 5' RT =

61.00' LT

11+20.00

61.00' LT

10+60.00 (Do not disturb)

Existing flagpole

See Sheet D1 for details

Visitor Center ABA Parking (RTE 909)

25' R

STOP

R1-1

24" White Stopbar

Shop Access Road (RTE 300)

End Construction

402+85.00

E: 2415538.36

N: 1914462.79

10+28.00

Entrance Road (RTE 010)

KS FTFW MACY 10(2)

Begin Project

E: 2415559.12

N: 1914286.39

16+90.02

Entrance Road (RTE 010)

KS FTFW MACY 10(2)

End Project

K a n s a s S ta te H ig h w a y

Road (RTE 300)

Begin Shop Access

401+40.00

Road (RTE 300)

End Shop Access

402+85.00

Road (RTE 010)

Begin Entrance

10+28.00

Road (RTE 010)

End Entrance

16+90.02

Parking (RTE 901)

Hwy 52 Visitor Kiosk

(Remove)

Existing Culvert

Solid Yellow Stripe

Begin Double

10+35.00

Solid Yellow Stripe

15+93 End

Solid Yellow Stripe

13+02 End

Limits of Construction

Limits of Construction

Limits of Construction

PLAN AND PROFILE - ENTRANCE ROAD (RTE 010) AND SHOP ACCESS ROAD (RTE 300)

2IN ALUM CAP

FLAG POLE

P R

C

.6

PRC

.4

105+00

PRC 105+

31.53

P T

.2

P C

.6

1+

PRC 101+09.66

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

M A

C Y .d g n

NUMBER

SHEET

KS KS FTFW MACY 10(2)

V P I

E L

.5

-1.500% -2.600%

.6

V P I

E L

.9

-2.600% -0.700%

20' VC

K = 11

V P I

E L

.0

-0.700% -1.500%

100'25'0

Scale in Feet

101+00 102+00100+00 103+00 104+00 105+00 106+00

Existing ground

Profile grade

Curve Data

See Sheet D1 for details

Parking (RTE 900)

Visitor Center

(RTE 010)Entrance Road

Headquarters

Visitor Center/

PLAN AND PROFILE - REFUGE ORIENTATION TRAIL 1

C Refuge Orientation Trail 1L

Curve P_TR_01-1

Curve P_TR_01-2

Curve P_TR_01-3

Curve P_TR_01-4

Curve P_TR_01-5

Curve = P_TR_01-1

PI 100+78.79

D

R = 100.00'

T = 33.15'

L = 64.02'

Curve = P_TR_01-2

PI 101+52.54

D

R = 100.00'

T = 42.88'

L = 81.01'

Curve = P_TR_01-3

PI 102+24.78

D

R = 100.00'

T = 34.11'

L = 65.74'

Curve = P_TR_01-4

PI 123+81.65

D

R = 90.00'

T = 2,125.24'

L = 275.13'

Curve = P_TR_01-5

PI 105+74.29

D

R = 50.00'

T = 42.75'

L = 70.74'

(R

TE

Sh op A cc es s

Ro ad

Place Bench (One-sided)

Concrete pad 10'x5'

100+85 RT

Orientation Trail 1

Begin Refuge

100+00.00

C2

Limits of Construction

Limits of Construction furnished sign (interpretative panels)

Place Sign system, government

101+20 RT

E: 2415643.15

N: 1914106.42

Refuge Orientation Trail

KS FTFW MACY 10(2)

Begin Project

100+00.00

0 P T

.2

P C

.3

9+

PRC 109+82.24

+00

P T

.5

P C

.1

PRC 112+28.75

P T

.9

P C

.0

P C

.0

+00

PT 301+12.80

200+00

PC 200+16.62

P T

.4

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

M A

C Y .d g n

NUMBER

SHEET

KS KS FTFW MACY 10(2)

Cross Slope Diagram

V P I

E L

.3

-1.500% -3.800%

50' VC

K = 22

V P I

E L

.2

-3.800% -1.200%

50' VC

K = 19

V P I

E L

.3

50' VC

K = 10

V P I

E L

.3

+3.80

0% -1.000%

40' VC

K = 8

V P I

E L

.7

20' VC

K = 3

V P I

E L

.7

+4.80 0%

-1.000%

V P I

E L

.9

-5.000%

V P I

E L

.9

30' VC

K = 3

V P I

E L

.0

+5.00 0%

20' VC

K = 4

100'50'0

Scale in Feet

108+00 109+00107+00 110+00 112+00 113+00

Curve Data

Existing ground

Profile grade

(Do not disturb)

Wetland Area

PLAN AND PROFILE - REFUGE ORIENTATION TRAIL 1

Curve = P_TR_01-6

PI 109+36.54

D

R = 100.00'

T = 152.19'

L = 197.89'

Curve = P_TR_01-7

PI 110+45.67

D

R = 50.00'

T = 63.43'

L = 90.32'

Curve = P_TR_01-8

PI 112+04.84

D

R = 50.00'

T = 29.72'

L = 53.63'

Curve = P_TR_01-9

PI 112+56.87

D

R = 50.00'

T = 28.12'

L = 51.24'

Refuge Orientation Trail 2 200+00.00

Refuge Orientation Trail 1 110+00.00 =

C Refuge Orientation Trail 1L

C Refuge Orientation Trail 3L

C Refuge Orientation Trail 2L

300+00.00

Refuge Orientation Trail 3

113+56.04 =

Refuge Orientation Trail 1

Place Bench (Two-sided)

Concrete pad 10'x8'

112+70 LT

Place Bench (Two-sided)

Concrete pad 10'x8'

109+20 LT

Curve P_TR_01-6

Curve P_TR_01-7

Curve P_TR_01-8

Curve P_TR_01-9

111+00

C3M uddy Creek

Bridge

Pedestrian

Begin

111+02.06

Bridge

Pedestrian

End

111+62.06

Begin Pedestrian Bridge

111+02.06

End Pedestrian Bridge

111+62.06

-1.5%

-10%

10%

0%

-10%

10%

0%

Profile grade and axis of rotation

106+50

106+50

1.5%

LT EOP

RT EOP

0%

LT EOP

RT EOP

-1.5%

1.5%

113+50

113+50110+92

111+02

110+92

111+72

111+62

111+72

LT & RT EOP

LT & RT EOP

Limits of Construction

Limits of Construction

Limits of Construction

Construction

Limits of furnished sign (interpretative panels)

Place Sign system, government

109+50 RT

furnished sign (interpretative panels)

Place Sign system, government

112+60 LT

C Refuge Orientation Trail 1L

P T

.9

P C

.0

P R

C

.2

P T

.4

P C

.0

P T

.8

P C

.5

P R

C

.1

P T

.1

P C

.2

2 PRC 30

5+28.0

P T

.8

119+00

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

M A

C Y .d g n

NUMBER

SHEET

KS KS FTFW MACY 10(2)

-0.600%

V P I

E L

.1

-0.600% +1.600%

50' VC

K = 23

V P I

E L

.6

50' VC

K = 16

V P I

E L

.7

+4.80 0%

+2.800%

50' VC

K = 25

V P I

E L

.7

+2.800% +0.870%

100' VC

K = 52

.4

V

P I

E L

.4

100'50'0

Scale in Feet

115+00 116+00114+00 117+00 118+00 119+00

Curve Data

Existing ground

Profile grade

(Do not disturb)

Wetland Area

820820

Refuge Orientation Trail 3 306+90.23

Refuge Orientation Trail 1 119+38.84 =

PLAN AND PROFILE - REFUGE ORIENTATION TRAIL 1

C Refuge Orientation Trail 3L

Curve = P_TR_01-10

PI 115+13.09

D

R = 300.00'

T = 201.01'

L = 354.19'

Curve = P_TR_01-11

PI 117+35.99

D

R = 200.00'

T = 69.71'

L = 134.15'

C Refuge Orientation Trail 1L

Curve P_TR_01-10

Curve P_TR_01-11

300+00.00

Refuge Orientation Trail 3

113+56.04 =

Refuge Orientation Trail 1

End Refuge Orientation Trail 1

119+29.50

C4

Limits of Construction

E: 2416995.55

N: 1913865.37

Refuge Orientation Trail

KS FTFW MACY 10(2)

End Project

119+29.50

C Refuge Orientation Trail 3L

PC

7+ .3

9+

P R

C

.2

PT 110+72.56

111+00

P C

.6

PT 200+74.49

1+

PC 201+02.72

PT

.5

PC

.2

PT

+69 .0

3+

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

M A

C Y .d g n

NUMBER

SHEET

KS KS FTFW MACY 10(2)

.2

V P I

E L

.9

-2.600%

30' VC

K = 5

V P I

E L

.8

+3.000 % -2.000%

30' VC

K = 6

V P I

E L

.5

50' VC

K = 8

V P I

E L

.9

+4.00 0%

V P I

E L

.9

V P I

E L

.9

+4.50 0%

.9

0.0%

0.0%

100'50'0

Scale in Feet

200+00 201+00 202+00 203+00

Existing ground

(Do not disturb)

Wetland Area

820820

PLAN AND PROFILE - REFUGE ORIENTATION TRAIL 2

Curve Data

(Do not disturb)

Wetland Area

Refuge Orientation Trail 2 200+00.00

Refuge Orientation Trail 1 29+50.00 =

Place Bench (One-sided)

Concrete pad 20'x8'

203+00

C Refuge Orientation Trail 1L

C Refuge Orientation Trail 2L

Curve P_TR_02-1

Curve = P_TR_02-1

PI 200+49.29

D

R = 50.00'

T = 32.67'

L = 57.87'

Curve = P_TR_02-2

PI 201+35.36

D

R = 20.00'

T = 32.64'

L = 40.84'

Curve = P_TR_02-3

PI 202+86.31

D

R = 3.00'

T = 26.05'

L = 8.74'

Curve P_TR_02-3

Curve P_TR_02-2

Profile grade

Begin Refuge Orientation Trail 2

200+00.00

End Refuge Orientation Trail 2

203+10.00

End Refuge Orientation Trail 2

203+10.00

Orientation Trail 2

Begin Refuge

200+00.00

C5

M u d d y C r e e k

Limits of Construction

Limits of Construction furnished sign (interpretative panels)

Place Sign system, government

202+92 RT

landing area

5' min.

P

.9

P C

.0

P R

C

.2

P T

.4

P C

.0

P T

.8

P C

.5

P R

C

.1

PRC 303+35.99

P T

.1

P C

.2

PRC 30

5+28.0

P T

.8

119+00

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

M A

C Y .d g n

NUMBER

SHEET

KS KS FTFW MACY 10(2)

V P I

E L

.4

-0.600% +1.000%

.0

V P I

E L

.9

V P I

E L

.5

-1.000% +1.300%

V P I

E L

.4

V P I

E L

.1

+4.60 0%

-1.000%

40' VC

K = 7

V P I

E L

.5

40' VC

K = 7

V P I

E L

.1

+4.80 0%

-0.230%

V P I

E L

.0

-4.000%

.4

V

P I

E L

.4

100'50'0

Scale in Feet

301+00 302+00300+00 303+00 304+00 305+00

Profile grade

(Do not disturb)

Wetland Area

820820

PLAN AND PROFILE - REFUGE ORIENTATION TRAIL 3

Curve Data

306+00 307+00

Curve = P_TR_03-1

PI 300+63.25

D

R = 100.00'

T = 63.25'

L = 112.80'

Curve = P_TR_03-2

PI 302+53.18

D

R = 100.00'

T = 29.64'

L = 57.62'

Curve = P_TR_03-3

PI 303+11.70

D

R = 50.00'

T = 30.54'

L = 54.83'

Curve = P_TR_03-4

PI 303+94.30

D

R = 75.00'

T = 58.31'

L = 99.13'

Curve = P_TR_03-5

PI 305+03.14

D

R = 50.00'

T = 31.92'

L = 56.82'

Curve = P_TR_03-6

PI 305+78.99

D

R = 125.00'

T = 50.95'

L = 96.77'

Curve P_TR_03-1

Curve P_TR_03-2

Curve P_TR_03-3

Curve P_TR_03-4

Curve P_TR_03-5

Curve P_TR_03-6

Place Bench (One-sided)

Concrete pad 10'x5'

306+35 LT300+00.00

Refuge Orientation Trail 3

113+56.04 =

Refuge Orientation Trail 1

Existing ground

Refuge Orientation Trail 3 306+90.23

Refuge Orientation Trail 1 119+38.84 =

End Refuge Orientation Trail 3

306+80.89

Orientation Trail 3

End Refuge

306+80.89

Orientation Trail 3

Begin Refuge

300+00.00

Orientation Trail 3

Begin Refuge

300+00.00

C6

Limits of Construction

Limits of Construction furnished sign (interpretative panels)

Place Sign system, government

306+42 LT

C Refuge Orientation Trail 1L

P

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

L A

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

KS KS FTFW MACY 10(2)

W A

T E

R

W A

T E

R

F L

A G P

O L E

V E

N T

V E

N T

12+00

13+00

14+00

15+00

401+

16+00

Sidewalk, Concrete

White (typ.)

Type B, Solid

40'20'0

Scale in Feet

Shop Access Road (RTE 300)

40' (typ.)

(ty p

.7

16'

R5-1

R4-7

R6-1L

M6-3

RS-034

M6-2R

R5-11

R

(Do not disturb)

Existing Flagpole

Parking (RTE 900)

End Visitor Center

16+90.02

Parking (RTE 900)

Begin Visitor Center

12+07.01

DO NOT

ENTER

ONE WAY

AUTHORIZED

VEHICLES

ONLY

16 feet width

Gate, metal, 401+60.00

R

2'R

R

R

2' R

R

2'R

R

R

R

5'R

VAN

ACCESSIBLE

R7-8P

R7-8

Parking Spaces

2 Oversized Vehicle

Concrete Wheelstop (typ.)

Type B, Solid White (typ.)

(typ

31.

1'

(t y p .)3

.1

35'R

5'

11'

2'R

2' R

3 Angled Parking Spaces

Place 3 Boulders

Place 4 Boulders

Place 13 Boulders

(RTE 909)

ABA Parking

Visitor Center

7 Angled Parking Spaces

Place 6 Boulders

5'

5'

20 21 ty p

(ty p

Concrete Wheelstop (typ.)

3 Angled Parking Spaces

5'

(t y p

NOTE:

PARKING (RTE 900)

VISITOR CENTER

D1

(t y p .)9

Sidewalk (Remove)

Existing Concrete

(Remove)

Concrete Pad

Existing ABA

RESERVED

PARKING

44'R

Place 10 Boulders

W12-1

See Special 634-A for pavement marking details.

See Special 633-A for sign installation details.

See Special 619-A for gate details.

See Special 609-A for wheelstop details.

See Sheet D2 for point control table.

5.

4.

3.

2.

1.

Sidewalk, Color Concrete

Sidewalk, Colored Concrete

Visitor Center/Headquaters

16+00

P

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

L A

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

KS KS FTFW MACY 10(2) D2

PARKING (RTE 900)

VISITOR CENTER

V E

N T

W A

T E

R W

A T

E R

V E

N T

V E

N T

W A

T E

R

V E

N T

W A

T E

R

F L

A G P

O L E V E

N T

V E

N T

401+00

400+00

13+00

16+00

14+

15+00

STATE PROJECT

P

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

C P

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

KS KS FTFW MACY 10(2)

100'50'0

Scale in Feet

Existing R/W

Refuge Orientation Trail

Visitor Center/Headquarters

(RTE 010)

C Entrance RoadL

(R

TE

S ho p A cc es s

R oa d

LC Shop Access Road (RTE 300)

E: 2415538.36

N: 1914462.79

10+28.00

Entrance Road (RTE 010)

KS FTFW MACY 10(2)

Begin Project

E: 2415559.12

N: 1914286.39

16+90.02

Entrance Road (RTE 010)

KS FTFW MACY 10(2)

End Project

K a n s a s S ta te H ig h w a y

(Remove)

Existing Culvert

E1

Fiber Roll (typ.)

Fiber Roll (typ.)

Fiber Roll (typ.)

Fiber Roll (typ.)

Fiber Roll (typ.)

Fiber Roll (typ.)

Fiber Roll (typ.)

Fiber Roll (typ.)

Fiber Roll (typ.)

10+28.00 TO 16+90.02

ENTRANCE ROAD (RTE 010)

EROSION CONTROL

NOTE:

2.

1.

sheet for erosion control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion control devices not to scale.

Existing R/W

Hwy 52 Visitor Kiosk Parking (RTE 901)

Fiber Roll (typ.)

Visitor Center Parking (RTE 900)

Visitor Center ABA Parking (RTE 909)

2IN ALUM CAP

FLAG POLE

105+00

1+

STATE PROJECT

P

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

C P T r a il

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

KS KS FTFW MACY 10(2)

0 1

9+

+00

+00

200+00

100'50'0

Scale in Feet

(RTE 010)Entrance Road

Headquarters

Visitor Center/

C Refuge Orientation Trail 1L

(R

TE

Sh op A cc es s

Ro ad

E2

Fiber Roll (typ.)

Fiber Roll (typ.)

Fiber Roll (typ.)

Fiber Roll (typ.)

100+00 TO 115+00

REFUGE ORIENTATION TRAIL 1

EROSION CONTROL

Fiber Roll (typ.) Fiber Roll (typ.)

Fiber Roll (typ.)

NOTE:

2.

1.

sheet for erosion control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion control devices not to scale.

Fiber Roll (typ.)

Fiber Roll (typ.)

100'50'0

Scale in Feet

Fiber Roll (typ.)

Fiber Roll (typ.)

Fiber Roll (typ.)

NOTE:

2.

1.

sheet for erosion control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion control devices not to scale.

300+00.00

Refuge Orientation Trail 3

113+56.04 =

Refuge Orientation Trail 1

Erosion Control Details

See Sheet E1 for

Parking (RTE 900)

Visitor Center

Fiber Roll (typ.)

E: 2415643.15

N: 1914106.42

Refuge Orientation Trail

KS FTFW MACY 10(2)

Begin Project

100+00.00

C Refuge Orientation Trail 1L

C Refuge Orientation Trail 1L

C Refuge Orientation Trail 3L

C Refuge Orientation Trail 2L

119+00

STATE PROJECT

P

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

C P T r a il

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

KS KS FTFW MACY 10(2)

9+

111+00

1+

3+

E3

Fiber Roll (typ.)

E: 2416995.55

N: 1913865.37

Refuge Orientation Trail 1

KS FTFW MACY 10(2)

End Project

119+29.50

Refuge Orientation Trail 3 306+90.23

Refuge Orientation Trail 1 119+38.84 =

C Refuge Orientation Trail 1L

C Refuge Orientation Trail 3L

300+00.00

Refuge Orientation Trail 3

113+56.04 =

Refuge Orientation Trail 1

(Do not disturb)

Wetland Area

200+00 TO 203+10

REFUGE ORIENTATION TRAIL 2

115+00 TO 119+29.50

REFUGE ORIENTATION TRAIL 1

EROSION CONTROL

C Refuge Orientation Trail 1L

Refuge Orientation Trail 2 200+00.00

Refuge Orientation Trail 1 29+50.00 =

Begin Refuge Orientation Trail 2

200+00.00

M u d d y C r e e k

(Do not disturb)

Wetland Area

End Refuge Orientation Trail 2

203+10.00

(Do not disturb)

Wetland Area

Fiber Roll (typ.)

NOTE:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion control devices not to scale.

2.

1.

NOTE:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion control devices not to scale.

2.

1.

100'50'0

Scale in Feet

100'50'0

Scale in Feet

C Refuge Orientation Trail 2L

C Refuge Orientation Trail 3L

C Refuge Orientation Trail 1L

119+00

STATE PROJECT

P

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

C P T r a il

M A

C Y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

KS KS FTFW MACY 10(2)

100'50'0

Scale in Feet

(Do not disturb)

Wetland Area

300+00.00

Refuge Orientation Trail 3

113+56.04 =

Refuge Orientation Trail 1

Refuge Orientation Trail 3 306+90.23

Refuge Orientation Trail 1 119+38.84 =

End Refuge Orientation Trail 3

306+80.89

Orientation Trail 3

Begin Refuge

300+00.00

E4

Fiber Roll (typ.)

Fiber Roll (typ.)

Fiber Roll (typ.)

NOTE:

2.

1. Erosion control devices are not to scale.

sheet for erosion control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

300+00 TO 300+80.89

REFUGE ORIENTATION TRAIL 3

EROSION CONTROL

C Refuge Orientation Trail 1L

NOTE:

12" min.

FIBER ROLL

Maximum spacing (ft)

9" Ø Fiber Roll

Flow

12" min.

C le a r in g

L im it

S lo p e

S ta k 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

Install fiber rolls along contours Wood 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

DETAIL APPROVED FOR USE 01/2011

E5

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 .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

NUMBER

SHEET

Boulder (typ.)

m in

0.5 to 1' Finish grade

BOULDER PLACEMENT

BOULDER PLACEMENT

ground (typ.).

and blend with to surcharge surface material with salvaged Fill up to boulder toe

BOULDERS - SECTION

6' Spacing (typ.)

C le a r

PLAN

3'

1'

251-A

NO SCALE

G1

2.

1.

NOTE:

Edge of pavement

E d g e o f p a v e m e n t

2' min.

dimension to be 5'.

Minimum boulder dimension to be 3' and maximum boulder layout and spacing as directed by the CO.

Place boulders in locations as shown on plans, final

3' min. to 5' max m in to m a x

STATE PROJECT

P

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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

NUMBER

SHEET

NO SCALE

P

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

.d g n

FEDERAL LANDS HIGHWAY OFFICE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STANDARD

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

KS KS FTFW MACY 10(2)

501-1

STANDARD APPROVED FOR USE --/----

REVISED: 9/2016

MINOR CONCRETE PAVEMENT

R1

NOTE:

3.

2.

1.

PLAN PLAN

PROFILE PROFILE

REINFORCED MINOR CONCRETE PAVEMENTPLAIN MINOR CONCRETE PAVEMENT

Traffic Traffic

Transverse contraction joint

THICKNESS

PAVEMENT

JOINT SPACING

TRANSVERSE

See Note 2See Note 2

Lap longitudinal and transverse reinforcement not as shown for joints in reinforced pavement.

for joints in plain portland cement concrete pavement

Provide the same type of dowel assemblies and tie bars

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

T

T

T/2

T

T/2

T

T/2

T

T/2

T

NOTE:

T/3

T/3

Tie Bar Diameter

Dowel Bar

NO SCALE

T

Thickness (T)

Pavement

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 .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

NUMBER

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.

DATEBRIDGE DRAWING

of

PROJECT TEAM LEADERSCALE

CHECKED BYDRAWN BYDESIGNED BYREVISIONS

BY

DATENO.

REVISIONS

LINN COUNTY, KS

9R. THOMPSON J. ROBERTS MARCH 2020

KS KS FTFW MACY 10(2)

U.S. FISH AND WILDLIFE SERVICE

NO.

PROJECTSTATE

MUDDY CREEK PEDESTRIAN BRIDGE

MARAIS DES CYGNES NATIONAL WILDLIFE REFUGE

REFUGE ORIENTATION TRAIL 1

S56°47'28"E

HYDRAULIC NOTES:

Q

Q

Q

2220 4.22

3120 4.39

4640 4.03

HYDRAULIC DATA

793.9

794.6

795.4 ft /sec.

Q ft/sec.

V

Elev.

WS

1" = 10'-0"

KATHRINEBERG

GENERAL PLAN & ELEVATION

M u d d y C re e k

C Refuge Orientation Trail 1L

PLAN

L

Orientation Trail 1

C Refuge

Proposed grade at

L

ELEVATION

20'10'0

Scale in Feet

3:1

Q 1600 4.13 793.35

Freeboard for the Q is 0.5 feet.3.

Scour design event is Q .2.

bridge.

Water surface elevations are at upstream face of 1.

FOUNDATION LAYOUT

SHEET

INDEX TO SHEETS

DESCRIPTION

GENERAL PLAN AND ELEVATION

SUMMARY OF BORING LOGS

DECK SLAB PLAN AND TYPICAL SECTION

ABUTMENT DETAILS

BRIDGE RAILING DETAILS

MISCELLANEOUS DETAILS

PROFILE GRADE DIAGRAM

Elevations are at profile grade C Refuge Orientation Trail 1L

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

Proposed

Bridge Location

3:1

90° (Typ.)

RG3181-A

RG3181-B

RG3181-C

RG3181-D

RG3181-E

RG3181-F

RG3181-G

RG3181-H

RG3181-I

MICROPILE DETAILS

FIX FIX

line at C Trail

Existing ground

El. 793.3

Design High Water

El. 793.86

Min. low chord

(Fill face Abut. 1)

Begin Bridge (Fill face Abut. 2)

End Bridge

E l.

.7

.6

E l.

.9

.0

+4.80% -1.00% -5.00%

P r o p o s e d

T r a il

58'-0"

P C

.1

Micropile (typ.)

No To Scale

GENERAL NOTES AND ESTIMATE

1'-0" 1'-0"

57'-0"

C BearingL C BearingL

S1

El. 795.69

Sta. 111+02.06

(Fill face Abut. 1)

Begin Bridge

C MicropilesL C MicropilesL handrail. (typ.)

steel cable pedestrian

Pedestrian Bridge Railing, Modified Oregon DOT

Length of Bridge = 60'-0"

Bridge Rail Post Spacing: 16 Spa. @ 4'-0" = 64'-0"

(Typ.)

"2 13'-4

(Typ.)

"2 15'-4

E n d o f

W in g w a ll

E n d o f

W in g w a ll

El. 795.09

Sta. 111+62.06

(Fill face Abut. 2)

End Bridge type 5.A (typ.)

control product

Rolled erosion

Bridge Rail Length = 67'-6"

Length of Bridge = 60'-0"

Prefabricated Prestressed Concrete Slab Length = 58'-0"

Railing, steel cable pedestrian handrail.

Modified Oregon DOT Pedestrian Bridge

-1.00%

Elev. 768.5

Estimated Tip Elev. 770.6

Estimated Tip

Abut. 1

Elev. 791.32

Abut. 2

Elev. 790.62

Prestressed Concrete Slab

RG3181-A

CMM

GENERAL NOTES

CALL 811

CALL BEFORE YOU DIG:

2 NO SCALE

GENERAL NOTES AND ESTIMATE

S2

RG3181-B

Construction Access: Construction access limits shall be approved by CO.

Geotechnical report: A geotechnical report is available from the CO.

Construction stability: Contractor is responsible for the stability of the structure throughout the duration of construction.

Section 717.10(a) with the durometer (shore "A") hardness of 50.

Elastomeric Bearing Pad: Bearing pads are unlaminated. They shall be cut or molded from AASHTO elastomer Grade 4 or 5 as described in

Prestressed Concrete Slab: Refer to sheet S7.

paid for.

Reinforcing steel lap splices: Minimum lap splices shall be as shown on the plans. Bar splices other than those shown on the plans will not be concrete covering to the face of any bar shall be 2 inches, unless otherwise noted on the plans.

Reinforcing steel: Reinforcing steel shall be black bars and shall conform to AASHTO M31 or M322, (ASTM A615) Grade 60. The minimum expansion joint filler that meets the requirements of AASHTO M213.

cement. All exposed edges shall have a 3/4" chamfer. Exposed surfaces shall be given a class 2 finish, unless noted otherwise. Provide

4500 psi. On -site soils exhibit a negligible degree of sulfate attack on concrete (exposure class S0) so all concrete shall be made with Type II

Concrete: Cast-in-place concrete for the abutments and wingwalls shall be class A (AE) and shall have a 28 day compressive strength of

Federal Highway Projects (FP-14 U.S. Customary Units).

Construction Specifications: The work shall be in accordance with the Standard Specifications for Construction of Roads and Bridges on

Site Class = D. Seismic Zone = 1.

long period spectrum acceleration, SD1 = 0.091g.

Long period acceleration at 1.0 seconds (S1 = 0.038 g) modified by the site coefficient (Fv = 2.4) to give the short period spectrum acceleration, SDS = 0.124 g.

Short period acceleration at 0.2 seconds (Ss = 0.077 g) modified by the site coefficient (Fa = 1.6) to give the acceleration, As = 0.053 g.

Peak ground acceleration (PGA = 0.033 g), if modified by the site coefficient (FPGA = 1.6) to give a spectrum

Seismic:

20 lbs. per square foot applied to the deck area as uplift.

Wind Load:

Micropiles: Refer to sheet S5.

Live Load Surcharge: Equivalent to a height of soil. For abutments and wingwalls h = 2 feet.

At Rest Pressure: Equivalent to a fluid unit weight of soil = 60 lbs. per cubic foot.

Lateral Earth Pressure:

No Allowance for future wearing surface.

Soil: 135 lbs. per cubic foot.

Structural Steel: 490 lbs. per cubic foot.

Concrete: 150 lbs. per cubic foot.

Dead Load:

Vehicle Live Load: Not Required

Pedestrian Live Load = 90 psfLoading:

and AASHTO LRFD Guide Specifications for Design of Pedestrian Bridges, 2009 with current iterims.

Design in accordance with the 8th edition of the AASHTO LRFD Bridge Design Specifications, 2017 Design:

DESIGN DATA

ESTIMATE

ITEM NO. DESCRIPTION UNIT

PAY

QTY.

EST.

NOTES

15215-2000 SURVEY AND STAKING, BRIDGE EACH 1

20801-0000 STRUCTURE EXCAVATION CUYD 5 (1)

20803-0000 STRUCTURAL BACKFILL CUYD 10 (1)(2)

55201-0200 STRUCTURAL CONCRETE CLASS A (AE) CUYD 7 (1)

55301-3500 PRECAST PRESTRESSED CONCRETE SLAB EACH 1

55401-1000 REINFORCING STEEL LB 800 (1)

55601-0900 BRIDGE RAILING STEEL LNFT

56701-0000 MICROPILE (5.5" DIAMETER) LNFT 90

56706-0000 MICROPILE PROOF LOAD TEST EACH 2

62901-1200 ROLLED EROSION CONTROL PRODUCT TYPE 5.A SQYD 106

NOTES:

(1) Contract Quantity

(2) Includes cost of…