CO_FTNP_FLFO_900(1)_Visitor_Center-Final_Plans_11_Sep_2017.pdf

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

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts A G e n s h t\

S Y

M

M a in F L F

O .d g n

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

NPS PMIS NO.: 211283, 220107, & 220104

Visitor Center Parking Lot & Road

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

Soil Erosion Control, Inlet Protection Type E

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

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts A G e n s h t\

S Y

M

M a in F L F

O .d

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

SURVEY CONTROL

A4

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts A G e n s h t\

C T

L

M a in F L F

O .d

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

NPS PMIS NO.: 211283, 220107, & 220104

Visitor Center Parking Lot & Road

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

10' 10'

(ft)

Roadway

Hinge point

2%

Cut slope

(variable)

2% asphalt lifts)

(applied between

Tack coat top asphalt lift)

(applied to

Fog seal and seeding limits

Topsoil and seeding limits

Topsoil

SubgradeSubgrade

Traveled way Traveled way ditch

Graded Shldr.

NO SCALE

NOTE:

Normal crown -2% -2% Normal crown grade

Profile pavement)

(top of

Profile grade

Shldr.

1.

3. 2.

DETAIL A

See Detail A

2.

cut slope

Rounded

30° - 35°

Clearing and construction limits

3' Asphalt concrete pavement

A6

MAINLINE

TYPICAL SECTION

ENTRANCE ROAD

1' 1'

Average 22 ft

3' 3'

1:44:1 3'

14'14'

3"-8" aggregate base/clayey sand with gravel

2"-3" Existing asphalt pavement and

Location

Placed in two lifts

3" Asphalt Concrete Pavement, Type 1

Existing ground

3:

6" Roadway Aggregate, Method 2

Placed in two lifts

3" Asphalt Concrete Pavement, Type 1

4.

6" Roadway Aggregate, Method 2

Fog Seal

Tack Coat pavement, 4"

Pulverize existing

ENTRANCE ROAD & VISITOR CENTER PARKING LOT

EXISTING TYPICAL SECTION

Placed in two lifts

3" Asphalt Concrete Pavement, Type 1

6" Roadway Aggregate, Method 2

Fog Seal

Tack Coat

Existing pavement pavement, 4"

Pulverize existing

Unclassified Borrow (Depth Varies)

5.

PROJECT INFORMATION

(sqft)

Parking Lot

TOTALS (sqft)

TOTAL (mi)

TOTALS (ft)

95,236

24,416

9,147

61,673

1:4

Hinge point

3'

Method 2

4" Roadway Aggregate, 6" Concrete Drive Pad

Ditch flowline

Method 2

Aggregate, Roadway

Slope stake limit

2'-4' Clear zone2'-4' Clear zone limit stake

Slope 6.

and left sides of roadway)

(Detail applies to both right

Aggregate, Method 2

Shoulder up with Roadway pavement edge (safety edge)

Construct 30° - 35°

Overflow Parking Lot

Administrative Parking Lot

Visitor Center Parking Lot

Entrance Road (10+22.92 to 17+09.97)

Right Turn Lane (9000+00.00 to 9002+01.17)

0.17

888.22

687.05

201.17

X

X

A

A

A

& OVERFLOW PARKING LOT

ADMINISTRATIVE PARKING LOT

TYPICAL SECTION

OPTION X

VISITOR CENTER PARKING LOT

TYPICAL SECTION

SCHEDULE A

ENTRANCE ROAD Sta. 10+22.92 to 17+09.97

TYPICAL SECTION

SCHEDULE A

ENTRANCE ROAD

PAVEMENT CROSS SLOPE

SCHEDULE A

are included in Option X.

Lot is included in Schedule A. Work for Administrative and Overflow Parking Lots and accesses

Work for Teller County Road 1 Right Turn Lane, Entrance Road, and Visitor Center Parking

See Sheet D1 for Teller County Road 1 Right Turn Lane typical section and layout.

Typical Section.

between Sta. 11+20.00 and 16+30.00. See Special 609-A for for Paved Ditch

Clear zone is 2 feet where there is paved ditch on both sides of the roadway as embankment.

of the existing pavement, whichever is greater. Pulverized material may be used

Pulverize the existing asphalt to 4-inch depth or 1-inch below the bottom lots and paid for under Roadway Aggregate, Method 2 (Recycled Pulverized Asphalt).

for use as Roadway Aggregate, Method 2 in Overflow or Administrative Parking

Pulverized material meeting the specifications in Section 304 will be recycled of subgrade and construct structural section specified in the typical section.

pulverized material and construct embankment or grade to meet bottom of the existing pavement, whichever is greater. After pulverizing, remove

Pulverize the existing asphalt to 4-inch depth or 1-inch below the bottom

Round all earth slopes and all rippable rock slopes.

See the cross sections for cut and fill slope ratios.

slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment

8.

7.

6.

5.

4.

3.

2.

1.

CONCRETE PARKING STALLS

ACCESSIBILITY

TYPICAL SECTION

SCHEDULE A & OPTION X

1.5'

1:

Option X

Schedule /

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P

M a in F L F

O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

B1

SUMMARY OF QUANTITIES

SCHEDULE A

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts B S u m m S

O Q

C

O F

L F

O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

B2

Sheet 2 of 2

SUMMARY OF QUANTITIES

SCHEDULE A

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts B S u m m S

O Q

C

O F

L F

O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

B3

SUMMARY OF QUANTITIES

OPTION X

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts B S u m m S

O Q

C

O F

L F

O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

B4

Sheet 2 of 2

SUMMARY OF QUANTITIES

OPTION X

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts B S u m m S

O Q

C

O F

L F

O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

GRADING SUMMARY

B5

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts B S u m m T

A B

C O F

L F

O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

SURFACING SUMMARY

B6

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts B S u m m T

A B

C O F

L F

O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

MISCELLANEOUS SUMMARIES

B7

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts B S u m m T

A B

C O F

L F

O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

B8

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts B S u m m T

A B

C O F

L F

O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

B9

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts B S u m m T

A B

C O F

L F

O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

B10

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts B S u m m T

A B

C O F

L F

O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

B11

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts B S u m m T

A B

C O F

L F

O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

W O

O D

FLFO NM

ROCK

S T

O P

N O P

A R

K I N

G

P A

R K H

O U

R S

P I P

E

W O

O D

W O

O D

C O

U N

T E

R

M

P H

RES PRK

F E E

BH6

P O

T

.0

P C

.4

P T

.2

P I

.9

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P V

C

E n tr a n c e

R d F L F

O .d g n

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

NPS PMIS NO.: 211283, 220107, & 220104

Visitor Center Parking Lot & Road 100'50'0

Scale in Feet

VISITOR CENTER ENTRANCE ROAD

Station 10+22.92

Begin Entrance Road

E = 1393513.99

N = 3062417.65

E = 1393503.45

N = 3061731.78

L = 60.77'

T = 30.62'

R = 200.00'

D

PI 10+59.05

Curve = VC_MAIN-1

10+0011+0012+00 11+50 10+5012+5013+0013+5014+0014+5015+0015+5016+0016+5017+00

,3

.3

E

L

,3

.1

V P I

%04 6.4

%571.1-d a o

R yt n u o C r el l e T

Profile grade

Existing ground

C1

Subexcavation, See C204-51

Sta. 10+23 - 11+40, Lt.

Subexcavation, See C204-51

Sta. 10+23 - 11+09, Rt.

Do not disturb

NOTE:

-2.552 % +5.607%

K = 43

350' VC

SSD = 304'

E L

,3

.9

V P I

+5.646% existing culvert

Grade to drain to

See Special 609-A

& Riprap Apron

Flared Paved Ditch Terminus

Sta. 11+25, Rt.

See Special 609-A

& Riprap Apron

Flared Paved Ditch Terminus

Sta. 11+25, Lt.

See Special 609-A

& Riprap Apron

Flared Paved Ditch Terminus

Sta. 16+25, Lt.

See Special 609-A

& Riprap Apron

Flared Paved Ditch Terminus

Sta. 16+25, Rt.

Refer to SCR 108.01 (c)

Adjust slopes around gate posts

Do not disturb existing gate

Sta. 11+29

See Special 609-A

Paved Ditch, Asphalt with Curb

Sta. 11+20 - 16+30, Rt.

See Special 609-A

Paved Ditch, Asphalt with Curb

Sta. 11+20 - 16+30, Lt.

V P I

E L

,3

.6

Station 17+09.97

Begin Visitor Center Parking Lot

End Entrance Road drain

Grade to

R=50'

R=50'

3.

2.

1.

and Visitor Center Parking Lot is included in Schedule A.

Work for Teller County Road 1 Right Turn Lane, Entrance Road, 20420-0000, pay item.

Work is included in Embankment Construction, Grade to drain work will not be paid for seperately.

and clearing limits to topsoil removal.

disturbance activities between proposed paved ditch

16+30 on both sides of the road. Limit existing ground curb backing embankment between Sta. 11+20 to

Do not excavate beyond proposed paved ditch and

See Specials 636-A & 636-B

Install Traffic Detector System

Remove Existing and

Sta. 12+19, Rt.

.5

.2

I

N C

M P

.3

.3

DI

I

N

8368.7

.3

W

OOD RAIL

C M

P U

N K

N O

W N

.6

M

P H

30 IN LIFT STA

8370.83

PET AREA

PET AREA

O V

E R

F L

O W P

A R

K I N

G

CONC

WOOD

8372.30

IN

S

EP

TI

C

A B

A N

D O

N E

D

P

V C

P

E

4"

P

V C

8372.8

8373.1

12 IN CMP

B U

S P

A R

K

IN

G

K E

E P R I G

H T

8373.40

BUS PARKING

B U

S P

A R

K

IN

G

S P

E E

D

8374.34

8374.5

6 FT W

OOD

REST ROOM

BENCH

B U

S P

A R

K

IN

G

RR TIE

TRASH

PET WASTE STATION

8375.2

12 IN

W O

O D R

AI

L

C O

N C

H C P P

A R

K

IN

G

W O

O D R

A

IL

S M

O K

IN

G A

R E

A

N O S

M O

K I N

G

UNK P

A

R K I N

G

GRAVEL

N

O P

A R

K I N

G

WOOD R

AIL

8 IN CLEAN OUT

8376.62

RES PRK

24 IN SEWER

8376.87

N O P

A R

K I N

G

INFO

BENCH

NO DOGS

PET AREA

24 IN SEWER

8377.81

RES PRK

V

IS

IT

O R S C

E N

T E R

RES PRKFLAG POLE

WATER

A D

M

IN

O

F F

IC

E

ADMIN

CHARGING STA

E

WOOD RAIL

SHED

SHED

PROPANE TANK

BH5

BH2

BH3

BH4

BH1

E

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P V

C P a r k in g

L o t)

F L F

O .d

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

NPS PMIS NO.: 211283, 220107, & 220104

Visitor Center Parking Lot & Road

100'50'0

Scale in Feet

PARKING LOT

VISITOR CENTER

50'

12'

12'

Class 2 Riprap Apron

OVERFLOW PARKING LOT

See Special 609-A

12-Inch Depth

Concrete Curb & Gutter, See Special 615-B

Concrete Sidewalk

See Special 604-A

Manhole Adjustment

C2

See Special 615-B

Concrete Sidewalk

See Special 609-A

18-Inch Depth

Concrete Curb

See Special 609-A

18-Inch Depth

Concrete Curb

See Special 615-B

Concrete Sidewalk

See Special 609-A

18-Inch Depth

Concrete Curb

See Special 615-B

Concrete Sidewalk

See Special 609-A

12-Inch Depth

Concrete Curb & Gutter, See Special 615-B

Concrete Sidewalk

5' 11'

See Special 609-B

Wheelstop

5'

See Special 609-B

Wheelstop (typ.)

Adjust Water Valve

Remove & Reset Fence

Remove & Reset Fence

Remove & Reset Fence

6'

18'

14'

50'

10'

8'

24'

24'

20'

11'

5'

14'

' 10'

6'

Sheet 1

See Special 615-A, Curb Ramp

Sheet 3

See Special 615-A, Curb RampSheet 4

See Special 615-A, Curb Ramp

Sheet 3

See Special 615-A, Curb Ramp

See Special 615-B

Concrete Sidewalk

TOL GNIKRAP .NIMDA

See Special 604-B

24" Trench Drain

See Special 604-B

24" Trench Drain

See Special 604-B

12" Trench Drain

See Special 615-B

Concrete Sidewalk

See Special 609-A

Concrete Gutter

Match existing

Match existing

Do not disturb fence

Do not disturb

Do not disturb

Remove and Reset Bench

Clean Culverts in Place

See Special 615-A, Sheet 2

Curb Ramp

Do not disturb headwall

See Special 615-A, Sheet 3

Curb Ramp

Remove and Reset Bench

Trash Receptacle

Remove and Reset restroom

Do not disturb

Adjust Water Valve

Do not disturb headwall

NOTE:

existing culverts

(2) Remove fire hydrant

Do not disturb front entrance elevation

Match Admin. Bldg.

Grade ditch to drain

Grade ditch to drain

Grade ditch to drain

See Special 602-4

Install (2) Metal End Sections

See Typical Section Sheet

Concrete Parking Stalls

See Typical Section Sheet

Concrete Parking Stalls

See Typical Section Sheet

Concrete Parking Stalls existing culvert

Remove

See 602-4

Install Metal End Section

See C251-50

Class 2 Riprap Apron

See C251-50

Class 2 Riprap Apron

See 602-4 &

Install Metal End Section

See C251-50

(2) Class 2 Riprap Aprons

See 602-4 &

Install (2) Metal End Sections

See 602-4

Metal End Sections

Install (2)

See 602-1

Elliptical Culvert

21" Equiv.

Install 94 LNFT

Charging Station and Electric Car

Relocate Electrical Line

See Special 609-B

Wheelstop (typ.) power pole

Do not disturb

See Special 609-A

18-Inch Depth

Concrete Curb

11'10' 11'10'

20'

14.1'

251-A

See Special

Boulders

See Special 251-A

BouldersSee Special 251-A

Boulders

Sheet 1

See Special 615-A, Detectable Warning Surface

Sheet 1

See Special 615-A, Detectable Warning Surface

Grade to drain

Ramp, Concrete, 61504-1000, pay item.

Special 615-A, Sheet 1. Work is included in Accessibility

Truncated Domes on flush sidewalk as shown on

Install 8' L x 2' W Detectable Warning Surface with

Parking Lots and accesses are included in Option X.

in Schedule A. Work for Administrative and Overflow

Entrance Road, and Visitor Center Parking Lot is included

Work for Teller County Road 1 Right Turn Lane, 20420-0000, pay item.

Work is included in Embankment Construction, Grade to drain work will not be paid for seperately.

at direction of CO.

Remove and reset benches and trash receptacles

4.

3.

2.

1.

Relocate Electrical Line to Yurt

Relocate Fiber Optic Line to Yurt

.5'

See 602-1

18" Equiv. Elliptical Culvert

Install 46 LNFTSee 602-1

21" Equiv. Elliptical Culvert

Install (2) 140 LNFT

8370 8370

.5

.2

I

N C

M P

.3

.3

DI

I

N

8368.7

.3

W

OOD RAIL

C M

P U

N K

N O

W N

.6

M

P H

30 IN LIFT STA

8370.83

PET AREA

PET AREA

O V

E R

F L

O W P

A R

K I N

G

CONC

WOOD

8372.30

IN

S

EP

TI

C

A B

A N

D O

N E

D

P

V C

P

E

4"

P

V C

8372.8

8373.1

12 IN CMP

B U

S P

A R

K

IN

G

K E

E P R I G

H T

8373.40

BUS PARKING

B U

S P

A R

K

IN

G

S P

E E

D

8374.34

8374.5

6 FT W

OOD

REST ROOM

BENCH

B U

S P

A R

K

IN

G

RR TIE

TRASH

PET WASTE STATION

8375.2

12 IN

W O

O D R

AI

L

C O

N C

H C P P

A R

K

IN

G

W O

O D R

A

IL

S M

O K

IN

G A

R E

A

N O S

M O

K I N

G

UNK P

A

R K I N

G

GRAVEL

N

O P

A R

K I N

G

WOOD R

AIL

8 IN CLEAN OUT

8376.62

RES PRK

24 IN SEWER

8376.87

N O P

A R

K I N

G

INFO

BENCH

NO DOGS

PET AREA

24 IN SEWER

8377.81

RES PRK

V

IS

IT

O R S C

E N

T E R

RES PRKFLAG POLE

WATER

A D

M

IN

O

F F

IC

E

ADMIN

CHARGING STA

E

WOOD RAIL

SHED

SHED

PROPANE TANK

BH5

BH2

BH3

BH4

BH1

E

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P V

C P a r k in g

L o t)

F L F

O G r a d in g .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

NPS PMIS NO.: 211283, 220107, & 220104

Visitor Center Parking Lot & Road

100'50'0

Scale in Feet

C3

GRADING PLAN

PARKING LOT

VISITOR CENTER

.0

.0

%1.2%

1.2%

.0

2.6%

.0

.0

.0

.0

1:4 2.0%

1.2%

1.0

1.0

.0

.0

.0

Match Existing

.4

.0

.0

.0

.0

.2

:2

1.5%

1.0%

2.0%

.9

2.0%

.3

1.0%

3.3%

.0

.5

% 1 .0

.7

.7

.5

1.4%

1.0%

Match Existing

1:3

.0

.8

2.2% 1.0%

1.9%

.8

.6

.8

.9

.7

.7

1.2%

2.2%

2.6%1.2% .2

1.4%

.0

.0

1.4%

1.4%

%9 .0

1.4%

1.0%

D

D

C

C

E

E

F

F

G G

A

A

B

B

Parking Lots and accesses are included in Option X.

in Schedule A. Work for Administrative and Overflow

Entrance Road, and Visitor Center Parking Lot is included

Work for Teller County Road 1 Right Turn Lane,1.

7.3%

0 5 10 15 20 25 30 35 40 45 50 55 60 140 145 150120 125 130 135 155 160 165 170 175 180 185 190

SECTION B-B

0 5 10 15 20 25 30 35 40 45 50 55 60 65 100 105 110 120 125 130 135 140 145 150

SECTION A-A

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

Sidewalk

Curb Curb

Pavement Surface Fill SlopePavement Surface

Curb & Gutter

SidewalkFill Slope

Sidewalk_Back_Layer1_R

Sidewalk_Front_Layer1

Sidewalk_Back_Layer2_R

Sidewalk_Front_Layer2

Pvmt_CL_LayerTop

Sidewalk_Back_Top_R1100+30.00

Exterior Boundary

Exterior Boundary

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

E d g e o f

E x is t

P a v e m e n t

70 75 80 85 90 95 115

195 200 205

Fill SlopePavement SurfaceMedian Fill AreaSidewalk

Curb

Curb

Cut Slope Sidewalk Pavement Surface

C4

1:40

2.24%

1:3

1.49% 2.00%

1.00%1:100

2.00% 1.00%

2.00%1.00%

1:3 1:3

1'

CROSS SECTIONS

PARKING LOT

VISITOR CENTER

SCHEDULE A

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts C

M L P

P X

S V

C P a r k in g

L o t) .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

Curb_Back_Top_L

Pvmt_EOP_Layer3_L

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

Sidewalk_Back_Layer1_RShdr_Wedge_Layer2_R

Sidewalk_Back_Layer2_R

Pvmt_Gutter_L

Pvmt_EOP_Layer1_R Pvmt_ETW_Layer1_L

Curb_Face_Btm_L

Pvmt_ETW_Layer2_L

Pvmt_EOP_Layer3_R

Sidewalk_Front_Layer1_R

Pvmt_ETW_Layer3_L Sidewalk_Front_Layer2_R

Parkway Back_L

Curb_Back_Btm_L

Pvmt_ETW_LayerTop_R Pvmt_Gutter_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer1_R

Curb_Back_Agg_Btm_L

Pvmt_CL_LayerTop Pvmt_ETW_Layer2_R

Pvmt_ETW_Layer3_R

Sidewalk_Back_Top_RParkway Back_R

Curb_Face_Agg_Btm_L

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer1

Curb_Face_Top_L

Pvmt_EOP_Layer1_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

Curb_Back_Top_L

Pvmt_EOP_Layer3_L

Sidewalk_Front_Layer1_L

Curb_Flowline_Agg_Btm_L

Sidewalk_Front_Layer2_L

Pvmt_ETW_LayerTop_L

Curb_Flowline_Btm_L

Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R

Slope_Stake_Fill_L

Pvmt_ETW_Layer1_L

Curb_Face_Btm_L Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Curb_Back_Btm_L

Parkway Back_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R Sidewalk_Back_Top_L

Curb_Flowline_L

Slope_Stake_Fill_R

Pvmt_ETW_Layer1_R

Curb_Back_Agg_Btm_L

Pvmt_ETW_Layer2_R Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Curb_Face_Agg_Btm_L

Pvmt_CL_Layer1

Shdr_Wedge_Layer2_L

Sidewalk_Back_Layer1_L

Curb_Face_Top_L

Pvmt_CL_Layer2

Pvmt_EOP_Layer1_L Sidewalk_Back_Layer2_L

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

CL

CL

E d g e o f

E x is t

B u il d in g

E x is ti n g U

G P o w e r

SECTION C-C

SECTION D-D

Curb & Gutter

Sidewalk Pavement Surface

Pavement Surface SidewalkPavement Surface

Concrete Gutter Curb

Fill Slope Fill Slope

Fill Slope

Cut Slope

5 10 15 20 25 305101520253035

5 10 15 20 25 305101520253035

C5

+1.00%+0.5%+1.00%1:3 1:3

1:3+2.00%-2.00%-1.00% 1:3

0.5'

0.5' 0.5'

CROSS SECTIONS

PARKING LOT

ADMINISTRATIVE

OPTION X

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts C

M L P

P X

S A

D M I N

L o t) .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

SECTION F-F

SECTION E-E

Pavement Surface

Pavement Surface Sidewalk

Fill Slope

Pvmt_EOP_Layer3_L

Curb_Back_Agg_Btm_R

Slope_Stake

Pvmt_ETW_LayerTop_L Curb_Flowline

Sidewalk_Back_Layer1_R

Curb_Face_Agg_Btm_R

Shdr_Wedge_Layer2_R Sidewalk_Back_Layer2_R

Curb_Face_Top_R

Pvmt_EOP_Layer1_R

Pvmt_ETW_Layer1_L

Curb_Back_Top_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Curb_Back_Top

Sidewalk_Front_Layer1_R

Pvmt_ETW_Layer3_L

Curb_Face_Top

Sidewalk_Front_Layer2_R

Curb_Flowline_Agg_Btm_R

Pvmt_ETW_LayerTop_R

Curb_Back_Agg_Btm

Parkway Back_L

Curb_Flowline_Btm_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer1_R

Curb_Face_Btm_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Parkway Back_RSidewalk_Back_Top_R

Curb_Back_Btm_R

Pvmt_CL_Layer1

Curb_Face_Agg_Btm

Shdr_Wedge_Layer2_L

Curb_Back_Btm

Pvmt_CL_Layer2 Curb_Face_Btm

Pvmt_EOP_Layer1_L

Curb_Flowline_Btm

Curb_Flowline_R

Pvmt_CL_Layer3Curb_Flowline_Agg_Btm

Exterior Boundary Exterior Boundary

CL

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R Pvmt_ETW_Layer1_L

Slope_Stake_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_LayerTop_R

Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Pvmt_CL_Layer1 Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2 Pvmt_EOP_Layer1_L

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

CL

Curb & Gutter

Fill Slope

Curb & Gutter

Fill Slope

Match Visitor Center Parking Lot

5 10 15 20 25 305101520253035

5 10 15 20 25 305101520253035

SECTION G-G

Curb_Back_Agg_Btm_R

Sidewalk_Back_Layer1_R

Curb_Face_Agg_Btm_R

Shdr_Wedge_Layer2_R Sidewalk_Back_Layer2_R

Curb_Face_Top_R

Pvmt_EOP_Layer1_R

Curb_Back_Top_R

Pvmt_EOP_Layer3_R

Sidewalk_Front_Layer1_R

Sidewalk_Front_Layer2_R

Curb_Flowline_Agg_Btm_R

Pvmt_ETW_LayerTop_R

Curb_Flowline_Btm_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer1_R

Curb_Face_Btm_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Parkway Back_RSidewalk_Back_Top_R

Curb_Back_Btm_R

Pvmt_CL_Layer1Pvmt_CL_Layer2

Curb_Flowline_R

Pvmt_CL_Layer3

Exterior Boundary

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

Pvmt_ETW_Layer1_L

Slope_Stake_L

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Pvmt_CL_LayerTop

Pvmt_CL_Layer1

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_EOP_Layer1_L

Pvmt_CL_Layer3

Exterior Boundary

0 5 10 15 20 25 30 35 40 45 50 55 60 65 140 145 150110 115 120 125 130 135 155 160 165 170 175 180 185 190

Pavement Surface Pavement Surface

Curb & Gutter

Sidewalk Fill SlopeFill Slope

C6

-1.40%+1.40% 1:3

-1.00% 1:3

1:3

-0.54% +0.54%

1:3

+1.40%

-1.40% -1.00% 1:3

1'1'

1'

CROSS SECTIONS

PARKING LOT

OVERFLOW

OPTION X

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts C

M L P

P X

S O

V E

R F L

O W

L o t) .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

F L F

O N

M

R O

C K

PARK HOURS

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

L N R

T

T u r n F L F

O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

NPS PMIS NO.: 211283, 220107, & 220104

Visitor Center Parking Lot & Road

PC 10+28.43

PT 10+89.20

11+

P O

T

.0

P O

T

.0

Scale in Feet

40'20'0

D1

Begin Taper

End Turn Lane

10' Lt.

Sta. 9001+20.00

Begin Turn Lane

10' Lt.

Sta. 9000+00.00

End Taper

0' Rt.

Sta. 9002+01.17Teller County Road 1 Centerline

Teller County Road 1 d a o R e c n a rt n E r et n e

C r oti si

V

NOTE:

Hinge point

2% asphalt lifts)

(applied between

Tack coat top asphalt lift)

(applied to

Fog seal

3.

6" Roadway Aggregate, Method 2

Placed in two lifts

3" Asphalt Concrete Pavement, Type 1

3' F=5'

B=5' Right Turn Lane

Cut slope 1:3

Typical not to scale

2.

1.

Existing Traveled Way10'

Alignment Centerline Teller County Road 1 Centerline

Existing ground cut slope

Rounded

Clearing and construction limits

13.3' Subgrade

5.3' zone

Clear

Ditch

Graded

Topsoil and seeding limits

RIGHT TURN LANE Sta. 9000+00.00 to 9002+01.17

TYPICAL SECTION

Sawcut

DETAIL A

Asphalt concrete pavement

1:4

1:

See Detail A

.3

Start turnlane stationing

Ditch Flowline

Method 2

Aggregate, Roadway sides of roadway)

(Detail applies to both right and left

(safety edge) Shoulder up with Roadway Aggregate, Method 2

Construct 30° - 35° pavement edge

1:

Ditch flowline

1.5'

30° - 35°

All work shown on this sheet for Right Turn Lane addition is included in Schedule A.

reduce the B and F dimensions to the actual cut height.

Round all earth slopes and all rippable rock slopes. For cut heights less than B, See the cross sections for cut and fill slope ratios.

slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment

4.

3.

2.

1.

TYPICAL SECTION

LAYOUT AND

RIGHT TURN LANE

W O

O D

FLFO NM

ROCK

S T

O P

N O P

A R

K I N

G

P A

R K H

O U

R S

P I P

E

W O

O D

W O

O D

C O

U N

T E

R

M

P H

RES PRK

F E E

BH6

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts E E

C P V

C

E n tr a n c e

R d F L F

O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

NPS PMIS NO.: 211283, 220107, & 220104

Visitor Center Parking Lot & Road

100'50'0

Scale in Feet

Station 10+22.92

Begin Entrance Road

E = 1393513.99

N = 3062417.65

E = 1393503.45

N = 3061731.78 d a o

R yt n u o C r el l e T

EROSION CONTROL PLAN

ENTRANCE ROAD

E1

See Detail C157-53

Check Dam

See Detail 157-55

Fiber Roll

NOTE:

4.

3.

2.

1.

Station 17+09.97

Begin Visitor Center Parking Lot

End Entrance Road

See Detail 157-55

Culvert Inlet

Fiber Roll at

Seeding and mulching to be completed by the Park.

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale according to SWPPP.

Contractor will develop final Erosion Control Plan

Layout shown here shows potential BMP options.

See Detail C157-53

Check Dam

.5

.2

I

N C

M P

.3

.3

DI

I

N

8368.7

.3

W

OOD RAIL

C M

P U

N K

N O

W N

.6

M

P H

30 IN LIFT STA

8370.83

PET AREA

PET AREA

O V

E R

F L

O W P

A R

K I N

G

CONC

WOOD

8372.30

IN

S

EP

TI

C

A B

A N

D O

N E

D

P

V C

P

E

4"

P

V C

8372.8

8373.1

12 IN CMP

B U

S P

A R

K

IN

G

K E

E P R I G

H T

8373.40

BUS PARKING

B U

S P

A R

K

IN

G

S P

E E

D

8374.34

8374.5

6 FT W

OOD

REST ROOM

BENCH

B U

S P

A R

K

IN

G

RR TIE

TRASH

PET WASTE STATION

8375.2

12 IN

W O

O D R

AI

L

C O

N C

H C P P

A R

K

IN

G

W O

O D R

A

IL

S M

O K

IN

G A

R E

A

N O S

M O

K I N

G

UNK P

A

R K I N

G

GRAVEL

N

O P

A R

K I N

G

WOOD R

AIL

8 IN CLEAN OUT

8376.62

RES PRK

24 IN SEWER

8376.87

N O P

A R

K I N

G

INFO

BENCH

NO DOGS

PET AREA

24 IN SEWER

8377.81

RES PRK

V

IS

IT

O R S C

E N

T E R

RES PRKFLAG POLE

WATER

A D

M

IN

O

F F

IC

E

ADMIN

CHARGING STA

E

WOOD RAIL

SHED

SHED

PROPANE TANK

BH5

BH2

BH3

BH4

BH1

E

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts E E

C P V

C P a r k in g

L o t)

F L F

O .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

NPS PMIS NO.: 211283, 220107, & 220104

Visitor Center Parking Lot & Road

100'50'0

Scale in Feet

TOL GNIKRAP .NIMDA

OVERFLOW PARKING LOT

EROSION CONTROL PLAN

PARKING LOT

VISITOR CENTER

E2

See Detail C157-55

Fiber Roll

NOTE:

4.

3.

2.

1.

See Detail C157-55

Culvert Inlet

Fiber Roll at

Seeding and mulching to be completed by the Park.

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale according to SWPPP.

Contractor will develop final Erosion Control Plan

Layout shown here shows potential BMP options.

See Special 157-A

Check Dam

See Special 157-B

Inlet Protection Type E

REVISED:

12" min.

12" max.

Trench 2" min.

12" min.

See Note 3

Stake Spacing

DETAIL APPROVED FOR USE 01/2011

C157-55

6.

5.

4.

3.

2.

1.

FIBER ROLL

Maximum spacing (ft)

9" Ø Fiber Roll

Spacing Table

See Fiber Roll manufacturer's recommendations.

Fiber rolls may be overlapped according to the fiber roll rather than under it.

roll to ensure storm water is forced to flow through

Tamp soil backfill against upstream side of fiber continuous contact with trench bottom and sides.

parallel to the contour. Place fiber rolls in

For fiber rolls on bare soil, construct trenches of fiber roll.

12" deep. Expose stakes 2" above top

Drive stakes into undisturbed soil at least

Stake fiber rolls at each end.

1" Ø wood stakes. Space stakes 4' o.c. max.

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

20' section of fiber roll, do not allow the fiber

Install fiber rolls along slope contours. For any prior to installation.

Repair all rills or gullies and properly compact flared end section

Culvert inlet with

2" min.

Trench

AT CULVERT INLET

FIBER ROLL

inlets fiber rolls around culvert

Install 3 - 9" Ø min. x 10'

See Note 3

See Note 3

Flow

12" min.

Fill slope

L im it

C le a r in g

S ta k e

S lo p e

INSTALLATION DETAIL

FIBER ROLL AS PERIMETER CONTROL

Trench 2" min.

uphill side of fiber roll

Place excavated material on

REVISED: 08/2014

E3

Flow

NO SCALE

1V:4H or flatter

1V:4H to 1V:3H

1V:3H to 1V:2H

Slope Gradient

1V:2H or steeper

Stagger joints (typ.)

STAKE DETAIL

uphill side of fiber roll

Place excavated material on

Fiber roll

Install fiber rolls along contour

SLOPE LAYOUT

FIBER ROLL

uphill side of fiber roll

Place excavated material on gaps. See Note 6.

Tie ends if necessary to eliminate

Abut fiber roll ends tightly together.

FIBER ROLL JOINT DETAIL

Tightly abut joints (typ.)

Fill or cut slope

FIBER ROLL SPACING TABLE*

project-specific conditions.

*Approximate spacing shown. Adjust spacing as needed due to

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts E F ib e r R o ll .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 b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

CHECK DAM

(ft)

6" min.

16" min Trench 2" min.

steeper than 5%.

log check dams on ditch grades sediment log. Do not use sediment

* Spacing calculated based on 9" Ø min

7.

6.

5.

4.

3.

2.

1.

9" Ø min.

Fiber roll

Trench 2" min.

E4

157-A

PLAN

Flow

Flow

Se e

Not e

GRADE

DITCH

CROSS SECTION

See Note 6 the ends to prevent flow around

Curve ends upstream similar for flat-bottom ditches.

Check dam installation details are

V-ditch design shown.

5%

4%

3%

2%

See Note 5

Flow Line

STAKING DETAIL

FIBER ROLL

uphill side of fiber roll

Place excavated material on

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

FIBER ROLL CHECK DAM

SPACING (max.)

CHECK DAM

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

Expose stakes 2" (min.) above top of fiber roll.

Drive stakes into undisturbed soil of trench bottom 16" (min).

2' (max) spacing.

Drive stakes at each end of the fiber roll and at

Stake fiber rolls in place with 1⅛" x 1⅛" wood stakes.

Install check dams in ditches perpendicular to the flowline.

Repair all rills or gullies and properly compact prior to installation.

to meet the functional requirements of the check dam device.

Check dams of fiber rolls may be used as approved by the CO, STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts E A C h e c k D a m .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

E5

157-B

NO SCALE

E

SECTION E-E

PLAN

CURB INLET PROTECTION (TYPE E)

INLET PROTECTION DEVICE

NOTE:

12" min.

12" min.

PROTECTION

TEMPORARY INLET

Filtered water

Accumulated sediment

Dimensions may vary to fit field conditions.

to manufacturer's recommendations.

prefabricated filter material. Install device according continuous filter tubing filled with gravel or other

Inlet protection device (Type E) may consist of

2.

1.

Trench drain

See Note 2

Minimum Dia. 9"

Inlet protection device for structural section details

See typical section

Trench drain opening

Sidewalk

Flow flowline

Curb and gutter

Edge of pavement

See Note 2

Minimum Dia. 9"

Inlet protection device

Trench drain grate

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts E B I n le t

P r o te c ti o n .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

DETAIL APPROVED FOR USE 12/2012

SUBEXCAVATION

NO SCALE C204-51

See bench detail than 2 ft Bench if greater Varies (2 ft typ.)

max.

2 ft

1 ft min.

6.

5.

4.

3.

2.

1.

NOTE:

the CO.

not construct slopes steeper than 1:2 unless approved by slope adjustments to match the subgrade hinge point. Do

At daylight locations, match the existing fill slope or make roadway cross slope when steeper than 2%.

toward the daylight for drainage, or match the existing subgrade hinge point. Slope the excavation bottom 2%

Daylight to drain when the excavation is within 4 ft of the every 2 ft of subexcavation depth.

in bottom layers. Provide a 1 ft min. bench width for

Widen top of subexcavation area to allow for bench width

Do not place backfill material within the structural section.

Minimum subexcavation dimensions are 6 ft wide x 6 ft long.

unless otherwise specified.

Replace unsuitable material according to Subsection 204.07

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts F C .d g n

U s e r b ia n c a .s m it h _ F1 structural section

See typical sections for

Finished grade according to Section 204

Backfill with material

TYPICAL SECTION

SUBEXCAVATION

Geotextile

BENCH DETAIL

Total subexcavation width

Width of need according to Section 204

Backfill with material structural section

See typical sections for

Finished grade

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts F C .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 b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

C251-50

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITHOUT DITCH

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITH DITCH

AT CULVERT OUTLETS

PLACED RIPRAP

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

2'

49.8

38.7

18.5

13.3

5.2

3.2

1.7

44.5

34.1

15.6

10.9

3.9

2.2

2'

38.6

29.9

15.2

10.8

4.5

2.7

1.4

35.6

27.3

13.4

9.3

3.6

0.9

DETAIL APPROVED FOR USE

G1

C

PLAN VIEW PLAN VIEW

Geotextile

END SECTION

CULVERT WITHOUT STANDARD

SECTION C-C

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r m in

S p a n

D ia o r

L

A A

B B

PLAN VIEW

Variable slope ground Original

Geotextile

END SECTION

CULVERT WITHOUT STANDARD

SECTION B-BSECTION A-A

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r

S p a n

D ia o r m in

Geotextile

Variable slope ground Original m in

L

D D

D

H

H

D D

D

WITHOUT DITCH

PROTECTIVE APRON AT CULVERT OUTLET

WITH DITCH

PROTECTIVE APRON AT CULVERT OUTLET

L

C C

C

NOTE:

L

H

D

Geotextile

SECTION E-ESECTION D-D

Geotextile ground Original m in ditch slope

Match existing

D

H m in ground Original m in

D m in

H ditch slope

Match existing

D D EE

ground

Original

D

W id th

D it c h B o tt o m

W id t h

D it c h B o tt o m

D

4D

PLAN VIEW

or flatter

Sloped 1V:2H will not be measured for payment.

3. Excavation for placement of riprap

Subsection 714.01(a).

2. Furnish geotextile conforming to slopes of less than 10%.

1. Use for aprons serving culverts with

D

D D

Flowline

D

D D

(min.)

(min.)

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts G R ip r a p a t

C u lv e r ts .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 b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts G A B o u ld e r D e ta il s .d

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

NPS PMIS NO.: 211283, 220107, & 220104

Visitor Center Parking Lot & Road

Finish grade

Edge of pavement

Boulder (typ.)

Boulder (typ.)

0.5' to 2' ground (typ.)

and blend with to surcharge with native material

Fill up to boulder

5' max. spacing

2'-3" min.

m in

5' max. Spacing between boulders placement detail, this sheet

Boulder, see Boulder Barrier for structural section details

See typical section placement detail, this sheet

Boulder, see Boulder Barrier in clusters place randomly

Boulders m in

.5 m in

(Without roadside ditch)

Elevation

Plan

A

A

SECTION A-A

BARRIER BOULDER PLACEMENT DETAIL

2' (Min.)

pavement

Clear from

M in

BARRIER BOULDER PLACEMENT

G2

PLACEMENT DETAILS

BARRIER BOULDER

251-A

NOTE:

height boulder of3

8.

8.

7.

6.

5.

4.

3.

2.

1.

8.

Proposed parking lot will be 2' (Min.) or as determined by CO.

Distance from edge of pavement to face of boulders directions between the boulders to deter vehicular traffic use.

is complete, rip surfaces 10" in depth in opposite

After embankment, excavation, and boulder placement and this detail.

compensation for the work as shown in the plans, item 25125-0000, Boulder. Payment will be full

Payment for boulder installation will be made under

Florissant Fossil Beds National Monument.

match the characteristics of boulders indigenous to

Boulders to be provided from local source and shall

Bury boulders to 1/3 of boulder height.

Vary number of boulders as directed by CO.

Place boulders randomly within the maximum spacing.

Place boulders weathered side up.

Place as directed by the CO in coordination with the NPS.

Boulder locations shown on the plans are approximate.

7.

2.

3.

4.

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVERSPAN x RISE

PIPE ARCH

SIZE

PIPE ARCH

SIZE

SPAN x RISE

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVER

MINIMUM

COVERDIAMETER

PIPE

SIZE

PIPE

SIZE

DIAMETER

MINIMUM

COVER

ALUMINUMSTEEL

When directed, camber pipe culverts upward from a chord through the inlet and outlet inverts an ordinate amount equal to 1% of the pipe length. Develop camber on a parabolic curve. If the midpoint elevation on the parabolic curve as designed exceeds the elevation of the inlet invert, reduce the amount of camber or increase the pipe culvert gradient.

special analysis by the CO.

The fill heights in the table are for helical lockseam and welded seam pipe only.

Fill heights for culvert pipe with annular corrugations are more restrictive than those of helical lockseam and welded seam pipe.

Obtain approval before furnishing annular corrugation pipe.

Measure minimum cover from the top of the pipe culvert to the subgrade for flexible pavements, and to the top of the pavement for rigid pavements. Measure maximum fill height from the top of the pipe to the top of the pavement for both flexible and rigid pavement.

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts T M e ta l

C u lv e r t.

d g n

FEDERAL LANDS HIGHWAY OFFICE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STANDARD

U.S. CUSTOMARY STANDARD

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

NPS PMIS NO.: 211283, 220107, & 220104

Visitor Center Parking Lot & Road

602-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

METAL PIPE CULVERT

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

INCHES

INCHES

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

INCHES

3.5

INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.109/120.138/10 0.168/8

INCHES INCHES INCHES

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

" CORRUGATIONS2

1" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

0.135/100.105/120.075/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.060/160.135/100.105/120.075/140.060/16

T1

2.

SMOOTH SLEEVE BAND FLAT BAND

SEMI-CORRUGATED BAND

HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW SIDE VIEW

END VIEW

END VIEWEND VIEW

Oval Lug

Band Angle

Bar & Strap

Integral Flange Wedge and Strap

Smoother sleeve with center stop.

Stab type joint

ROUND PIPE

DIAMETER

PIPE ARCH

SPAN × RISE

CORRUGATION

W

Band Band

Band Bolts

Pipe

Band

Bolts

Angle

Pipe

BandBand

Bolts

Pipe heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or

Angle

Wedge

Watertight pipe joints are not required unless specified in the Special Contract Requirements.

Other types of coupling bands or fastening devices that comply with the joint performance criteria of AASHTO Standard specifications for

Highway Bridges, Division II Section 26 may be used.

of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest strap connector

Bolt, bar and

[1] Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as

[2] For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the dimension of the end corrugation in the pipe.

COUPLING BANDS FOR METAL PIPE CULVERT [1]

[3] Use annular corrugated bands with pipes having annular corrugations or with helical pipe the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

ANNULAR

CORRUGATED

HELICALLY

CORRUGATED

BANDS [4]

SEMI-

CORRUGATEDSIZE [2]

BANDS [3] BANDS [5]

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W

BoltsBand

WW

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts T M e ta l

C u lv e r t

C o u p li n g B a n d .d g n

FEDERAL LANDS HIGHWAY OFFICE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STANDARD

U.S. CUSTOMARY STANDARD

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

NPS PMIS NO.: 211283, 220107, & 220104

Visitor Center Parking Lot & Road

602-2

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

MINIMUM BAND WIDTH (INCHES)

1 × 2

1 × 3

3 × 1

5 × 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

10.5

10.5

10.5

10.5

10.5

10.5

10.5

INCHESINCHESINCHES

rerolled with 3" × 1" pipe corrugations.

COUPLING BAND

METAL PIPE CULVERT

having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on

" corrugations. A 12 inch band is acceptable on pipe ends 2 1" × 3

2pipe ends rerolled with 2 steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

thinner than the thickness of the pipe to be connected, and no thinner than 0.052 inch for or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.

"2 1" × 3

2The minimum band widths shown for 3" × 1" and 5" × 1" corrugated sizes apply to 2 corrugations on rerolled pipe ends.

diameter, required above 42" diameter

Second angle connection optional to 42" diameter, required above 42" diameter

Second angle connection optional to 42"

T2

NOTE:

underdrain [6]

[4] Use helical corrugated bands with pipes having helically corrugated ends.

[5]

[6]

" for 18" round culvert (21" × 15" pipe arch) or less8

" for 21" round culvert (24" × 18" pipe arch) or more2

When directed, camber pipe culverts upward from a chord through the inlet and outlet inverts an ordinate amount equal to 1% of the pipe length. Develop camber on a parabolic curve. If the midpoint elevation on the parabolic curve as designed exceeds the elevation of the inlet invert, reduce the amount of camber or increase the pipe culvert gradient.

H equals the diameter of all round pipe culverts or the rise dimension of all pipe arch culverts.

See Section 704 for bedding and backfill requirements.

1.

2.

3.

Construct piping plug of impermeable backfill material at the pipe culvert inlet where granular material is used for backfill. Width may be adjusted to tie into impervious material.

MULTIPLE PIPE INSTALLATION

PIPING PLUG

BELOW NATURAL GROUND OR

TRENCH EXCAVATION IN EMBANKMENT

ON UNSTABLE MATERIAL

ABOVE AND BELOW

NATURAL GROUND

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

LEGEND:

Bedding material (uncompacted)

Impermeable backfill material.

BEDDING DEPTH

MINIMUM SPACING

SPACING

DIAMETER

or SPAN

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

H

Width

H H

H H

H H

H H

H

H

H

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

A

A

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

Compacted backfill material placed in layers not backfill in accordance with Section 614.

depth table

See bedding excavation in trench

HH

compact in layers not over compressible material. Lightly and replace with selected fine

Remove unyielding material fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

Bedding

Bedding

Bedding

H

Half diameter or whichever is less

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section

STATE PROJECT

A

M N C

O fl fo

R o a d w a y C

A D

D S h e e ts T M e ta l

C u lv e r t

B e d d in g .d g n

FEDERAL LANDS HIGHWAY OFFICE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STANDARD

U.S. CUSTOMARY STANDARD

U s e r b ia n c a .s m it h

NUMBER

SHEET

CO FTNP FLFO 900(1)

CO

DRAWING NO.: 171/138,792

NPS PMIS NO.: 211283, 220107, & 220104

Visitor Center Parking Lot & Road

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2014

REVISED: 4/1994 6/2005

or 36"…