A002.pdf

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

U.S. CUSTOMARY

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 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 curve delta centerline 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

Wattle

Temporary Inlet Protection

Stabilized Construction Entrance

Silt Fence

Sediment Log

EROSION & SEDIMENT CONTROL SYMBOLS

Riprap

Erosion Control Mat

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\ s y m .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

NPS PMIS NO.: 144760, 144791, 144792 DRAWING NO.: 138-134017

Amendment A002

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

U.S. CUSTOMARY

Sheet 2 of 2

A3

Subexcavation

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

MISCELLANEOUS SYMBOLS

See Note 4 4

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

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\ s y m .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created Control Sheet 07/20/11 KLW

LISTING

CONTROL POINT

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\

C T

L

A R

C H .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

IMR UT

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

A4 A20

La Sal Mountains Viewpoint

18 Miles from junction of and

To and Crescent Junction

Rock Balanced

MOAB

ARCHES NATIONAL PARK

PARK HEADQUARTERS

VISITOR CENTER

C O

LO

R A D

O

R

IV

E R

ViewPoint Delicate Arch

Overlook Salt Valley

TOWERS

COURTHOUSE

Viewpoint and Trailhead

Park Avenue

DUNES

PETRIFIED

FURNACE

FIERY

Trailhead Devils Garden

Overlook

Fiery Furnace

500+00

300+00

500+00

600+00

800+00

850+00

900+00

950+00

100+00

150+00

200+00 S a lt W a s h

W ash

Salt

W a s h

S a lt V a ll e y

NO SCALE

Point Panorama

Balanced Rock Boneyard

Proposed Staging Area.

Proposed Staging Area

Park Boundary

A5

550+00

1000+00

SITE MAP

77 Miles

Park, Needles District

To Canyonlands National

55 Miles

Monticello:To

2000'1000'0

Scale in Feet junction of and

To and Cisco 45 miles from junction of and

To Castle Valley 16 miles from from 21 miles junction of and

Island in the Sky district

To Canyonlands National Park

19 miles from junction of and

To Dead Horse Point State Park

Schedule B

Main Entrance Road

Project UT FTNP 10(2)

Begin Rehabilitation

550+00

Schedule A

Entrance Channel

1+00 to 3+75.00

Schedule B

Salt Valley Overlook Road

Project UT FTNP206(1)

End Rehabilitation

313+56.18

Schedule B

Salt Valley Overlook Road

Project UT FTNP 206(1)

Begin Rehabilitation

300+00

Schedule B

Devils Garden Loop Road

Project UT FTNP 501(1)

End Rehabilitation

1006+65.89

Schedule B

Devils Garden Turnaround Road

Project UT FTNP 501(1)

Rehabilitation

1200+00 TO 1200+98.65

Schedule B

Devils Garden Loop Road

Project UT FTNP 501(1)

Begin Rehabilitation

962+54.58

Schedule B

Main Entrance Road

Project UT FTNP 10(2)

End Rehabilitation

962+54.58

Schedule B

Fiery Furnace Road

Project UT FTNP 207(1)

Rehabilitation

400+00 TO 416+71.01

150+00

200+00

250+00

350+00

400+00

450+00

250+00

650+00

Option Y

Residence Road

Project UT FTNP 403(1)

Rehabilitation

1300+00 TO 1305+56.26

Schedule A

Maintenance Road

Project UT FTNP 401(1)

Rehabilitation

600+00 to 612+33

Schedule A

Roundabout

Project UT FTNP 10(2)

Rehabilitation

50+00 to 55+00

Option X

Maintenance Road

Project UT FTNP 401(1)

Rehabilitation

612+33 to 618+33.07

Option Z

Devil's Garden Campground Road

Project UT FTNP 208(1)

Rehabilitation

600+00 TO 641+49.33

Schedule C

Windows Road

Project UT FTNP 11(1)

Begin Rehabilitation

100+00

Schedule C

Windows Road

Project UT FTNP 11(1)

End Rehabilitation

210+88.43

Schedule C

Main Entrance Road

Project UT FTNP 10(2)

End Rehabilitation

550+00

Schedule C

La Sal Mountain View Road

Project UT FTNP 200(1)

Rehabilitation

800+00 to 812+67.31

Schedule C

Garden of Eden Overlook Road

Project UT FTNP 204(1)

Rehabilitation

700+00 to 708+73.99

Schedule C

Main Entrance Road

Project UT FTNP 10(2)

Begin Rehabilitation

55+00 Schedule C

Windows Loop Road

Project UT FTNP 500(1)

Rehabilitation

210+88.43 to 245+63.85

Schedule A

Courthouse Wash Bridge

Project UT FTNP 10(2)

Rehabilitation

290+00 to 300+00

Schedule A

Entrance Road Widening

Project UT FTNP 10(2)

Construction

13+11.58 TO 36+79.88

Schedule C

Delicate Arch Road

Project UT FTNP 100(2)

Begin Rehabilitation

500+00

Schedule C

Delicate Arch Road

Project UT FTNP 100(2)

End Rehabilitation

550+00

Schedule C

Windows Loop Turnaround Road

Project UT FTNP 500(1)

New Construction

1400+00 to 1403+57.72

Schedule B

Panorama Point Overlook Road

Project UT FTNP 205(1)

Rehabilitation

200+00 to 21671.85

Option X

Maintenance Yard

Project UT FTNP 10(2)

Rehabilitation

Area

Proposed Staging

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\

U T

S it e P ln .d

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

NOTE:

24'

Average Existing Width

Station to Station

TOTAL (mi)

(ft)

Roadway

* Road Inventory Program data shown for information only

TOTAL (ft)

A6

LENGTH OF ENTRANCE WIDENING

SCHEDULE A

ENTRANCE ROAD WIDENING

TYPICAL SECTION

0.44

0.50 to 0.64 (NEEDS UPDATE)

Placed in two lifts

3" HACP

1:2 .5 max

Pvmt_CL_Layer2

Curb_Face_Top_L

Curb_Flowline_R

Pvmt_CL_Layer3

Curb_Back_Top_L

Pvmt_ETW_LayerTop_L

Curb_Flowline_Btm_L

Curb_Face_Top_R

Slope_Stake_Fill_L

Pvmt_ETW_Layer1_L

Curb_Back_Top_R

Curb_Face_Btm_L

Pvmt_ETW_Layer2_L

Pvmt_BOC_Layer3_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_LayerTop_R

Curb_Back_Btm_L

Parkway Back_L

Curb_Flowline_Btm_R

Curb_Flowline_L

Slope_Stake_Fill_R

Pvmt_ETW_Layer1_R

Pvmt_BOC_Layer3_R

Curb_Face_Btm_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Parkway Back_R

Curb_Back_Btm_R

Pvmt_CL_Layer1

Exterior Boundary

Exterior Boundary

Pvmt_CL_Layer2

Curb_Face_Top_L

Curb_Flowline_R

Pvmt_CL_Layer3

Curb_Back_Top_L

Pvmt_ETW_LayerTop_L

Curb_Flowline_Btm_L

Curb_Face_Top_R

Slope_Stake_Fill_L

Pvmt_ETW_Layer1_L

Curb_Back_Top_R

Curb_Face_Btm_L

Pvmt_ETW_Layer2_L

Pvmt_BOC_Layer3_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_LayerTop_R

Curb_Back_Btm_L

Parkway Back_L

Curb_Flowline_Btm_R

Curb_Flowline_L

Slope_Stake_Fill_R

Pvmt_ETW_Layer1_R

Pvmt_BOC_Layer3_R

Curb_Face_Btm_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Parkway Back_R

Curb_Back_Btm_R

Pvmt_CL_Layer1

Exterior Boundary

Exterior Boundary

Existing Ground

1' Shoulder 11' 11' 11' 1' Shoulder

Traveled WayTraveled Way Rt. Turn Lane

Tack Coat cut edge)

(between lifts and along saw

Tack Coat

Fog Seal pavement and base course

6" Pulverize existing

1' (min.)

13+11.58 TO 32+85.04

MAIN ENTRANCE ROAD WIDENING

TYPICAL SECTION

32+85.04 TO 36+79.88

MAIN ENTRANCE ROAD WIDENING

TYPICAL SECTION

Existing Ground

Fog Seal cut edge)

(between lifts and along saw

Tack Coat

Tack Coat

Placed in two lifts

3" HACP

1' Shoulder 11' 11' 11' 1' Shoulder

Traveled Way Traveled Way Rt. Turn Lane pavement and base course

6" Pulverize existing

2% 2%

2% 2%

Rt. Curb and Gutter

Remove Existing

Rt. Curb and Gutter

Remove Existing

Old Centerline

Old Centerline

1:

m ax

1:2 max material

Method 2 or pulverized

6" Roadway Aggregate, material

Method 2 or pulverized

6" Roadway Aggregate, Lt. Curb and Gutter

Remove Existing

Lt. Curb and Gutter

Remove Existing

Limits of Pulverization

Limits of Pulverization

See Special 609-A curb and gutter

15" colored concrete

See Special 609-A curb and gutter

15" colored concrete See Special 609-A curb and gutter

15" colored concrete

See Special 609-A curb and gutter

15" colored concrete

Slope Stake Limits

Slope Stake Limits

Slope Stake Limits

Slope Stake Limits

Clearing and Construction Limits

Clearing and Construction Limits

Data (Cycle 4)*

Road Inventory Program Milepost

13+11.58 to 36+79.88 2368.3

2368.3 directed by the CO.

Construct a 1:2.5 fill slope behind curb and gutter unless otherwise to the first lift prior to placing the second lift.

Place asphalt concrete pavement in two lifts. Apply tack coat cross section. Dimensions may be varied by the CO.

Dimensions shown are approximate and represent the typical

3.

2.

1.

13+11.58 TO 36+79.88

MAIN ENTRANCE ROAD

TYPICAL EXISTING SECTION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\

T Y P

E n tr a n c e

W id e n in g .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

Station to Station

TOTAL (mi)

(ft)

Roadway

NO SCALE

* Road Inventory Program data shown for information only

41,254.58

41,254.58 — from 2.5" to 6.25".

Existing asphalt pavement depth varies

Variable

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

Shldr

1'

Shldr

1'

11'11'

9.77 to 17.58

Milepost Data (Cycle 4)*

Road Inventory Program

550+00 to 962+54.58

MAIN ENTRANCE ROAD

EXISTING TYPICAL SECTION

asphalt

Edge of existing

VariableExisting Slope

3.

prior to paving )

(Applies to both sides

Shoulder Widening Section

DETAIL B

Widening

Proposed

P a v e m e n t

P r o p o s e d E d g e o f method 2 aggregate, Placed roadway

Construction Limits

32' Average Bench Width

21-30'

Average Existing Width (22')

See Details A & B

A7

TOTAL (ft)

5. 5.

Tack coat

Clear Zone

5' Minimum

Clear Zone

5' Minimum

LENGTH OF MAIN ENTRANCE ROAD

roadway aggregate material prior to placing

Windrow or move existing shoulder

550+00 to 962+54.58

MAIN ENTRANCE ROAD

TYPICAL SECTION

550+00 to 962+54.58

7.81

SCHEDULE B

MAIN ENTRANCE ROAD

TYPICAL SECTIONS

Placed in equal lifts

3" HACP pavement and between lifts)

(on recycled base

Tack coat recycled asphalt base course

3" Continuous cold

Fog seal 7.

DETAIL A

Construct 30° - 35° pavement edge (safety edge) for structural section details

See Mainline Typical Section drainage and appearance.

pavement. Shape and compact as necessary for

(pay item 30802-2000) after placement of asphalt and Roadway Aggregate, Method 2

Shoulder up with existing shoulder material recycled asphalt base course

3" Continuous cold

Apply fog seal according to Section 409 and as directed by the CO

Profile grade equals existing ground plus 3" to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:4 foreslope unless otherwise directed by the CO.

Aggregate, Method 2 .

stability. This work is subsidiary to pay item 30802-2000, Roadway material. Shape material to ensure adequate drainage and material and shouldering up with existing shoulder

Shoulder Widening includes windrowing existing shoulder across the pulverized material.

edge of pavement at a depth of 6". Maintain a consistent slope a depth of 6 inches. Spread pulverized material to the proposed placed roadway aggregate with existing asphalt. Pulverize to

Place roadway aggregate along existing pavement. Pulverize

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

7.

6.

5.

4.

3.

2.

1.

6.

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\

T Y P

M a in .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

Average Existing Width

* Road Inventory Program data shown for information only

14'

Variable

Existing Slope Variable

Existing Slope

Traveled Way

Match existing Match existing

Shldr

1'

Shldr

1'

Fog seal

Tack coat (between lifts) pavement and base course

6" Pulverize existing

17.58 to 18.42

Milepost Data (Cycle 4)*

Road Inventory Program from 2.5" to 3.5".

Existing asphalt pavement depth varies

962+54.58 TO 1006+65.89

DEVIL'S GARDEN LOOP ROAD

TYPICAL SECTION

962+54.58 to 1006+65.89 4,411.31

0.84

4,411.31

12'

Limits of Pulverizing

A8

962+54.58 to 1006+65.89

DEVIL'S GARDEN LOOP ROAD

EXISTING TYPICAL SECTION

TOTAL (ft)

Placed in two lifts

3" HACP pavement

Construction Limits

4.

4.

LENGTH OF DEVIL'S GARDEN LOOP ROAD

to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:4 foreslope unless otherwise directed by the CO.

Pulverize to a depth of 6".

Pulverize the existing paved width or as directed by the CO.

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

4.

3.

2.

1.

Shoulder

Pulverized Width

Traveled way structural section details

See mainline typical section for

Foreslope

(safety edge) pavement edge

30° - 35°

Construct drainage and appearance.

pavement. Shape and compact as necessary for

(pay item 30802-2000) after placement of asphalt section. Shoulder up with Roadway Aggregate, Method 2

Incorporate pulverized material into the mainline base

Remove all pulverized asphalt material from this section.

1'

Vari es4.

2' min.

See Detail A

Clear Zone

5' Minimum

Clear Zone

5' Minimum

(Applies to both sides)

Pavement Edge Section

DETAIL A

Tack coat

SCHEDULE B

DEVIL'S GARDEN LOOP ROAD

TYPICAL SECTIONS

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\

T Y P

D e v il

L o o p .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

Average Existing Width

* Road Inventory Program data shown for information only

20' from 2.75" to 3.25".

Existing asphalt pavement depth varies

Variable

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

Fog seal

Tack coat (between lifts) pavement and base course

6" Pulverize existing

11'11'

Construction Limits

0.00 to 0.31

Milepost Data (Cycle 4)*

Road Inventory Program

200+00 to 216+71.85

Roadway

(ft)

1,671.85

Description

Panorama Point

300+00 to 313+56.18

400+00 to 416+71.01

Salt Valley

Fiery Furnace

1,356.18

1,671.01 0.00 to 0.31

0.00 to 0.25

4699.04

0.89

Shldr

1'

Zone Clear Average

Shldr

1'

Zone Clear Average

Limits of Pulverization 3.

25' Average Bench Width

NOTE:

Placed in two lifts

3" HACP Pavement

TOTAL (ft)

LENGTH OF LOOP ROADS

See mainline typical section for

Foreslope

(safety edge) pavement edge

30° - 35°

Construct drainage and appearance.

pavement. Shape and compact as necessary for

(pay item 30802-2000) after placement of asphalt section. Shoulder up with Roadway Aggregate, Method 2

Incorporate pulverized material into the mainline base

Remove all pulverized asphalt material from this section.

1' asphalt

Edge of existing

VariableExisting Slope

3.

prior to paving )

(Applies to both sides

Shoulder Widening Section

DETAIL B

with placed roadway aggregate

6" Pulverize existing pavement

Widening

Proposed

P a v e m e n t

P r o p o s e d E d g e o f method 2 aggregate, Placed roadway

Vari es5.

2' min.

See Detail A & B

5.

4.

3.

2.

1.

Tack coat

(Applies to both sides)

Pavement Edge Section

DETAIL A

5. 5.

roadway aggregate material prior to placing

Windrow or move existing shoulder to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:4 foreslope unless otherwise directed by the CO.

Aggregate, Method 2 .

stability. This work is subsidiary to pay item 30802-2000, Roadway material. Shape material to ensure adequate drainage and material and shouldering up with existing shoulder

Shoulder Widening includes windrowing existing shoulder across the pulverized material.

edge of pavement at a depth of 6". Maintain a consistent slope a depth of 6 inches. Spread pulverized material to the proposed placed roadway aggregate with existing asphalt. Pulverize to

Place roadway aggregate along existing pavement. Pulverize

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

FIERY FURNACE ROAD 400+00 to 416+71.01

SALT VALLEY OVERLOOK ROAD 300+00 to 313+56.18

PANORAMA POINT OVERLOOK ROAD 200+00 to 216+71.85

EXISTING TYPICAL SECTION

FIERY FURNACE ROAD 400+00 to 416+71.01

SALT VALLEY OVERLOOK ROAD 300+00 to 313+56.18

PANORAMA POINT OVERLOOK ROAD 200+00 to 216+71.85

TYPICAL SECTION

SCHEDULE B

FIERY FURNACE ROAD

SALT VALLEY OVERLOOK ROAD

PANORAMA POINT OVERLOOK

TYPICAL SECTIONS

A9

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\

T Y P P a n o r o a m a S a lt F ie r y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

* Road Inventory Program data shown for information only from 2.5" to 6.25".

Existing asphalt pavement depth varies

Milepost Data (Cycle 4)*

Road Inventory Program asphalt

Edge of existing

VariableExisting Slope prior to paving )

(Applies to both sides

Shoulder Widening Section

DETAIL B

Widening

Proposed

P a v e m e n t

P r o p o s e d E d g e o f

21-30'

Average Existing Width (22')

TOTAL (ft)

LENGTH OF MAIN ENTRANCE ROAD

roadway aggregate material prior to placing

Windrow or move existing shoulder

9.38

SCHEDULE C

MAIN ENTRANCE ROAD

TYPICAL SECTIONS

55+00 to 550+00

MAIN ENTRANCE ROAD

EXISTING TYPICAL SECTION

55+00 to 550+00 49,500

49,500

.74 to 9.77

A10

Variable

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

Shldr

1'

Shldr

1'

11'11'

Construction Limits

32' Average Bench Width

See Details A & B

5. 5.

Tack coat

Clear Zone

5' Minimum

Clear Zone

5' Minimum

Placed in equal lifts

3" HACP pavement and between lifts)

(on recycled base

Tack coat recycled asphalt base course

3" Continuous cold

Fog seal 7.

DETAIL A

Construct 30° - 35° pavement edge (safety edge) for structural section details

See Mainline Typical Section drainage and appearance.

pavement. Shape and compact as necessary for

(pay item 30802-2000) after placement of asphalt and Roadway Aggregate, Method 2

Shoulder up with existing shoulder material

55+00 to 550+00

MAIN ENTRANCE ROAD

TYPICAL SECTION

recycled asphalt base course

3" Continuous cold method 2 aggregate, Placed roadway

3.

Apply fog seal according to Section 409 and as directed by the CO

Profile grade equals existing ground plus 3" to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:4 foreslope unless otherwise directed by the CO.

Aggregate, Method 2 .

stability. This work is subsidiary to pay item 30802-2000, Roadway material. Shape material to ensure adequate drainage and material and shouldering up with existing shoulder

Shoulder Widening includes windrowing existing shoulder across the pulverized material.

edge of pavement at a depth of 6". Maintain a consistent slope a depth of 6 inches. Spread pulverized material to the proposed placed roadway aggregate with existing asphalt. Pulverize to

Place roadway aggregate along existing pavement. Pulverize

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

7.

6.

5.

4.

3.

2.

1.

6.

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\

T Y P

M a in

S c h e d u le

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

* Road Inventory Program data shown for information only

Variable

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

Tack coat (between lifts)

11'11'

Milepost Data (Cycle 4)*

Road Inventory Program

100+00 to 210+88.43

WINDOWS ROAD

TYPICAL SECTION

100+00 to 210+88.43 11,088.43

2.76

0.00 to 2.14 from 3.5" to 4".

Existing asphalt pavement depth varies

Shldr

1'

Shldr

1'

Zone

Clear

5' Min.

Construction Limits

27' Average Bench Width

Average Existing Width 20'

TOTAL (ft)

WINDOWS LOOP ROAD 210+88.43 to 245+63.85

WINDOWS ROAD 100+00 to 210+88.43

EXISTING TYPICAL SECTION

14,563.85 —

210+88.43 to 245+63.85 3,475.42 2.14 to 2.73

Tack coat

Zone

Clear

5' Min.

asphalt

Edge of existing

VariableExisting Slope

3.

prior to paving )

(Applies to both sides

Shoulder Widening Section

DETAIL B

Widening

Proposed

P a v e m e n t

P r o p o s e d E d g e o f method 2 aggregate, Placed roadway

5.5.

roadway aggregate pavement with placed

6" Pulverize existing

See Details A & B

AND WINDOWS LOOP ROAD

LENGTH OF WINDOWS ROAD

roadway aggregate material prior to placing

Windrow or move existing shoulder

A11 recycled asphalt base course

3" Continuous cold Placed in two lifts

3" asphalt pavement

Fog seal 7.6.

DETAIL A

Construct 30° - 35° pavement edge (safety edge) for structural section details

See Mainline Typical Section drainage and appearance.

pavement. Shape and compact as necessary for

(pay item 30802-2000) after placement of asphalt and Roadway Aggregate, Method 2

Shoulder up with existing shoulder material

19-31'

SCHEDULE C

WINDOWS ROAD

TYPICAL SECTIONS

as directed by the CO.

Apply fog seal according to Section 409 and

Profile grade equals existing ground plus 3".

to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:4 foreslope unless otherwise directed by the CO.

Aggregate, Method 2 .

stability. This work is subsidiary to pay item 30802-2000, Roadway material. Shape material to ensure adequate drainage and material and shouldering up with existing shoulder

Shoulder Widening includes windrowing existing shoulder across the pulverized material.

edge of pavement at a depth of 6". Maintain a consistent slope a depth of 6 inches. Spread pulverized material to the proposed placed roadway aggregate with existing asphalt. Pulverize to

Place roadway aggregate along existing pavement. Pulverize

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

7.

6.

5.

4.

3.

2.

1.

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\

T Y P

W in d o w .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

Variable

Existing Slope

Variable

Existing Slope

Traveled Way

Match existing

Tack coat (between lifts)

Match Exisiting

Clear Zone

Average pavement and base course

6" Pulverize existing

Existing Sidewalk to remain

Construction Limits

210+88.43 to 245+63.85

WINDOWS LOOP ROAD

TYPICAL SECTION

Match existing

TOTAL (mi)

(ft)

Roadway

* Road Inventory Program data shown for information only

Milepost Data (Cycle 4)*

Road Inventory Program

0.07

TOTAL (ft)

1400+00 to 1403+57.72 357.72

357.72

See Detail on sheet T13

15" colored concrete curb.

Tack coat

See mainline typical section for

Foreslope

(safety edge) pavement edge

30° - 35°

Construct drainage and appearance.

pavement. Shape and compact as necessary for

(pay item 30802-2000) after placement of asphalt section. Shoulder up with Roadway Aggregate, Method 2

Incorporate pulverized material into the mainline base

Remove all pulverized asphalt material from this section.

1'

Vari es5.

2' min.

Fog seal

4.

See Detail A

TURNAROUND ROAD

LENGTH OF WINDOWS LOOP

(Applies to both sides)

Pavement Edge Section

DETAIL A

A12

Limits of Pulverizing

Placed in two lifts

3" HACP pavement

Variable Existing Slope

Variable Existing Slope

Fog seal

Clear Zone

Average

Construction Limits

1' Shldr

1400+00 TO 1403+57.72

WINDOWS LOOP TURNAROUND ROAD

TYPICAL SECTION

Varies Varies

1:41:4

1:4

1' Shldr

Average Clear Zone16' Traveled Way

Tack coat (between lifts) flatter

1:3 or

8'8' method 2 aggregate, 6" Roadway

See Detail B

2.

2.

Tack Coat

1:4 concrete pavement

Superpave asphalt base

Aggregate sides of roadway)

(Detail applies to both right and left

Shoulder up with aggregate base

Construct 30° - 35° pavement edge (safety edge)

(Applies to both sides)

Pavement Edge Section

DETAIL B

2.

Placed in two lifts

3" HACP pavement to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:4 foreslope unless otherwise directed by the CO.

paid under Bid Item 30306-3000, Pulverizing, 6-inch Depth.

stability. All work associated with shoulder widening will be material. Shape material to ensure adequate drainage and material and shouldering up with existing shoulder

Shoulder Widening includes windrowing existing shoulder to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:4 foreslope unless otherwise directed by the CO.

Dimensions shown are approximate and may be varied by the CO.

4.

3.

2.

1.

SCHEDULE C

TURNAROUND ROAD

AND WINDOWS LOOP

WINDOWS LOOP ROAD

TYPICAL SECTIONS

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\

T Y P

W in d o w .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

* Road Inventory Program data shown for information only

20' from 2.75" to 3.25".

Existing asphalt pavement depth varies

Variable

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

Tack coat (between lifts) pavement and base course

6" Pulverize existing

11'11'

Construction Limits

Milepost Data (Cycle 4)*

Road Inventory ProgramRoadway

(ft) Description

1,267.31

.24

Shldr

1'

Zone Clear Average

Shldr

1'

Zone Clear Average

Limits of Pulverization 3.

25' Average Bench Width

NOTE:

Placed in two lifts

3" HACP Pavement

800+00 to 812+67.31 0.00 to 0.24La Sal Mountain 1,267.31

TOTAL (ft)

A13

LENGTH OF LOOP ROADS

See mainline typical section for

Foreslope

(safety edge) pavement edge

30° - 35°

Construct drainage and appearance.

pavement. Shape and compact as necessary for

(pay item 30802-2000) after placement of asphalt section. Shoulder up with Roadway Aggregate, Method 2

Incorporate pulverized material into the mainline base

Remove all pulverized asphalt material from this section.

1' asphalt

Edge of existing

VariableExisting Slope

3.

prior to paving )

(Applies to both sides

Shoulder Widening Section

DETAIL B

with placed roadway aggregate

6" Pulverize existing pavement

Widening

Proposed

P a v e m e n t

P r o p o s e d E d g e o f method 2 aggregate, Placed roadway

Vari es5.

2' min.

See Detail A & B

Tack coat

(Applies to both sides)

Pavement Edge Section

DETAIL A

5. 5.

roadway aggregate material prior to placing

Windrow or move existing shoulder

LA SAL MOUNTAIN VIEW ROAD 800+00 to 812+67.31

TYPICAL SECTION

SCHEDULE C

LA SAL MOUNTAIN VIEW ROAD

TYPICAL SECTIONS

LA SAL MOUNTAIN VIEW ROAD 800+00 to 812+67.31

EXISTING TYPICAL SECTION

6.

Apply fog seal according to Section 409 and as directed by the CO

Profile grade equals existing ground plus 3" to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:4 foreslope unless otherwise directed by the CO.

Aggregate, Method 2 .

stability. This work is subsidiary to pay item 30802-2000, Roadway material. Shape material to ensure adequate drainage and material and shouldering up with existing shoulder

Shoulder Widening includes windrowing existing shoulder across the pulverized material.

edge of pavement at a depth of 6". Maintain a consistent slope a depth of 6 inches. Spread pulverized material to the proposed placed roadway aggregate with existing asphalt. Pulverize to

Place roadway aggregate along existing pavement. Pulverize

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

7.

6.

5.

4.

3.

2.

1.

Fog seal 7.

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\

T Y P

L a S a l_

E d e n .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

See Detail A

See mainline typical section for

Foreslope

1:4 or fl atte r

(safety edge) pavement edge

30° - 35°

Construct for drainage and appearance.

concrete pavement. Shape and compact as necessary

(pay item 30202-2000) after placement of asphalt section. Shoulder up with Roadway Aggregate, Method 2

Incorporate pulverized material into the mainline base

Remove all pulverized asphalt material from this section.

Fog seal

Tack coat (between lifts) pavement and base course

6" Pulverize existing pavement placed in two lifts

3" HACP asphalt concrete

NOTE:

2' Minimum

(Applies to both sides)

Pavement Edge Section

DETAIL A

Clear Zone Average

Clear Zone Average

Construction Limits

20' varies.

Existing aggregate base depth varies.

Existing asphalt pavement depth

10'10'

700+00 to 708+73.99

GARDEN OF EDEN OVERLOOK ROAD

EXISTING TYPICAL SECTION

700+00 to 708+73.99

GARDEN OF EDEN OVERLOOK ROAD

TYPICAL SECTION

A14

SCHEDULE C

OVERLOOK ROAD

GARDEN OF EDEN

TYPICAL SECTION

Station to Station

TOTAL (mi)

(ft)

Roadway

* Road Inventory Program data shown for information only

—0.17

Milepost Data (Cycle 4)*

Road Inventory Program

TOTAL (ft)

873.99

873.99

700+00 to 708+73.99

LENGTH OF GARDEN OF EDEN OVERLOOK ROAD

6. Profile grade equals existing ground plus 3" to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2,

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

Apply tack coat to the first lift prior to placing the second lift.

4. Place asphalt concrete pavement in two lifts.

Pulverize to a depth of 6".

3. Pulverize the existing paved width or as directed by the CO.

2. Dimensions shown are approximate and may be varied by the CO.

1. Existing superelevated and widened sections are not shown

6.

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\

T Y P

G a r d e n o f_

E d e n .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

* Road Inventory Program data shown for information only

26'

Existing aggregate base depth of 8".

from 2.75" to 4.5".

Existing asphalt pavement depth varies

0.00 to 0.95

0.95

Milepost Data (Cycle 4)*

Road Inventory Program

Average Existing Width

TOTAL (ft)

Variable

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

Shldr

1'

Shldr

1'

Construction Limits

12'12'

LENGTH OF DELICATE ARCH ROAD

Zone 5' Min. Clear

5' Min. Clear Zone

Tack coat

A15

5. 5.

SCHEDULE C

DELICATE ARCH ROAD

TYPICAL SECTIONS

500+00 to 550+00

DELICATE ARCH ROAD TYPICAL SECTION

500+00 to 550+00

DELICATE ARCH ROAD

EXISTING TYPICAL SECTION

recycled asphalt base course

3" Continuous cold and between lifts)

(on recycled base

Tack coat

Placed in two lifts

3" HACP pavement asphalt

Edge of existing

VariableExisting Slope prior to paving )

(Applies to both sides

Shoulder Widening Section

DETAIL B

Widening

Proposed

P a v e m e n t

P r o p o s e d E d g e o f roadway aggregate material prior to placing

Windrow or move existing shoulder

DETAIL A

Construct 30° - 35° pavement edge (safety edge) for structural section details

See Mainline Typical Section recycled asphalt base course

3" Continuous cold method 2 aggregate, Placed roadway

3.

drainage and appearance.

pavement. Shape and compact as necessary for

(pay item 30802-2000) after placement of asphalt and Roadway Aggregate, Method 2

Shoulder up with existing shoulder material

See Detail A & B

Fog seal 7.6.

34' Average Bench Width

500+00 to 550+00 5,000

5,000

Apply fog seal according to Section 409 and as directed by the CO

Profile grade equals existing ground plus 3" to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:4 foreslope unless otherwise directed by the CO.

Aggregate, Method 2 .

stability. This work is subsidiary to pay item 30802-2000, Roadway material. Shape material to ensure adequate drainage and material and shouldering up with existing shoulder

Shoulder Widening includes windrowing existing shoulder across the pulverized material.

edge of pavement at a depth of 6". Maintain a consistent slope a depth of 6 inches. Spread pulverized material to the proposed placed roadway aggregate with existing asphalt. Pulverize to

Place roadway aggregate along existing pavement. Pulverize

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

7.

6.

5.

4.

3.

2.

1.

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\

T Y P

D e li c a te .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

LENGTH OF MAINTENANCE ROAD

TOTAL (mi)

* Road Inventory Program data shown for information only

18'

Existing asphalt pavement depth varies

1833.07

0.35

Milepost Data (Cycle 4)*

Road Inventory Program

.49 to .72

TOTAL (ft)

A16

Variable

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

See Detail A pavement and base course

6" Pulverize existing

NO SCALE

Construction Limits

Tack coat (between lifts)

Tack coat Fog seal

9'9'

Placed in equal lifts

3" HACP pavement

Clear Zone 5' Min.

Clear Zone

5' Min.

NOTE:

See mainline typical section for

Foreslope

(safety edge) pavement edge

30° - 35°

Construct drainage and appearance.

pavement. Shape and compact as necessary for

(pay item 30802-2000) after placement of asphalt section. Shoulder up with Roadway Aggregate, Method 2

Incorporate pulverized material into the mainline base

Remove all pulverized asphalt material from this section.

4.

2' min. 1'

3" HACP

method 2

6" Roadway aggregate, Reconstruction Section

Unclassified Borrow

(Applies to both sides)

Pavement Edge Section

DETAIL A

4. 4.

OPTION X

SCHEDULE A

MAINTENANCE ROAD

TYPICAL SECTION

612+33 TO 618.33.07 OPTION X

600+00 to 612+33 SCHEDULE A

MAINTENANCE ROAD

EXISTING TYPICAL SECTION

612+33 TO 618.33.07 OPTION X

600+00 to 612+33 SCHEDULE A

MAINTENANCE ROAD

TYPICAL SECTION

Profile grade equals existing ground plus 3" to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:4 foreslope unless otherwise directed by the CO.

Pulverize paved width as directed by the CO. Pulverize to a depth of 6".

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

5.

4.

3.

2.

1.

5.

612+33 to 618+33.07 .72 to .84

600+00 to 612+33

633.07

1,233.00

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\

T Y P

M a in t.

d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

Var iab le

Exi stin g S lop e Variable

Existing Slope

Traveled WayTraveled Way

Match existing Match existing pavement and base course

6" Pulverize existing

Construction Limits

Tack coat (between lifts)

Fog seal

Pulverizing Limits

NOTE:

1300+00 to 1305+56.26

RESIDENCE ROAD

TYPICAL SECTION

NO SCALE

Clear Zone Average

Clear Zone Average from 2.5" to 3.5".

Existing asphalt pavement depth varies

16.5'

Station to Station

TOTAL (mi)

(ft)

Roadway

* Road Inventory Program data shown for information only

Milepost Data (Cycle 4)*

Road Inventory Program

0.11

TOTAL (ft)

1300+00 to 1305+56.26 556.26

556.26 —

1300+00 to 1305+56.26

RESIDENCE ROAD

EXISTING TYPICAL SECTION

0.27

A17 on sheet A5

See Detail A

Placed in two lifts

3" HACP pavement

LENGTH OF RESIDENCE ROAD

Tack coat

Match Exisiting Match Exisiting

See mainline typical section for

Foreslope

(safety edge) pavement edge

30° - 35°

Construct drainage and appearance.

pavement. Shape and compact as necessary for

(pay item 30802-2000) after placement of asphalt section. Shoulder up with Roadway Aggregate, Method 2

Incorporate pulverized material into the mainline base

Remove all pulverized asphalt material from this section.

1'2' min.

(Applies to both sides)

Pavement Edge Section

DETAIL A

3. 3.

OPTION Y

RESIDENCE ROAD

TYPICAL SECTION

3.

Profile grade equals existing ground plus 3" to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:4 foreslope unless otherwise directed by the CO.

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

4.

3.

2.

1.

4.

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\

T Y P

R E S .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

600+00 to 641+49.33

DEVIL'S GARDEN CAMPGROUND ROAD

EXISTING TYPICAL SECTION

Variable

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

See Detail A

See mainline typical section for

Foreslope

1:4 or fl atte r

(safety edge) pavement edge

30° - 35°

Construct for drainage and appearance.

concrete pavement. Shape and compact as necessary

(pay item 30202-2000) after placement of asphalt section. Shoulder up with Roadway Aggregate, Method 2

Incorporate pulverized material into the mainline base

Remove all pulverized asphalt material from this section.

Fog seal

Tack coat (between lifts) pavement and base course

6" Pulverize existing pavement placed in two lifts

3" HACP asphalt concrete

600+00 to 641+49.33

DEVIL'S GARDEN CAMPGROUND ROAD

TYPICAL SECTION

NOTE:

2' Minimum

(Applies to both sides)

Pavement Edge Section

DETAIL A

Clear Zone Average

Clear Zone Average

Construction Limits

18' varies.

Existing aggregate base depth varies.

Existing asphalt pavement depth

9'9'

A18

OPTION Z

CAMPGROUND ROAD

DEVIL'S GARDEN

TYPICAL SECTIONS

Station to Station

TOTAL (mi)

(ft)

Roadway

* Road Inventory Program data shown for information only

—0.79

Milepost Data (Cycle 4)*

Road Inventory Program

TOTAL (ft)

600+00 to 641+49.33 4,149.33

4,149.33

LENGTH OF DEVIL'S GARDEN CAMPGROUND ROAD

6. Profile grade equals existing ground plus 3" to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2,

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

Apply tack coat to the first lift prior to placing the second lift.

4. Place asphalt concrete pavement in two lifts.

Pulverize to a depth of 6".

3. Pulverize the existing paved width or as directed by the CO.

2. Dimensions shown are approximate and may be varied by the CO.

1. Existing superelevated and widened sections are not shown

6.

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\

T Y P

C a m p g r o u n d .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

STATION

CLASS

TYPE1.

(ft)

LENGTH

PAVED

(ft)

LENGTH

TOTAL

x = 15' Minimum for type 2 approach x = 0' for type 1 approach

(ft)

R

(ft)

R

(ft)

W 1 2

Standard Drawing 602-9).

roadway, use safety end sections (see placed within the clear zone of the mainline mainline recovery area. When a culvert must be radius to provide a flatter foreslope and increased

Place culverts at the end of the approach road

Variable

W

Variable

3' minimum

16'x

20' desired

15' min.

APPROACH ROADS

TYPICAL SECTIONS

widths greater than 15 feet.

Apply the normal crown to approach roads with

CLASSTYPE

APPLICATION

SAMPLE

Paved apron

ADT ≥ 200

100 ≤ ADT < 199

25 ≤ ADT < 100

ADT < 25

Minimum 2-Way Use

Logging Truck Use

Farm Equipment

Minimum 1-Way Use

Field Access

A

E

D

C

B

A

D

C

B

A

* Match existing

(ft)

W

WIDTH

MIN.

(ft)

R

RADIUS

MIN.

N/A

A19

922+62 Lt. 2A 43 43 18 33 53 MAIN ENTRANCE ROAD

A

B

A

B

M a in li e

Mainline

±2%

TYPICAL PROFILE

Shoulder edge

A

V a ria b le

(1:6 desi rable )1:4 o r flat ter

TYPICAL SYMBOL

grade (optional)

Typical maximum design

SECTION A-A

b y t h e C o n tr a c ti n g O ff ic e r

R ig h t-o f-w a y o r a s s ta k e d

NOTE:Paved length

(1:6 desirable)

1:4 or flatter base edge

Aggregate pavement edge

Hot asphalt concrete thicknesses and foreslopes.

Refer to mainline typical sections for structural section

Approach Road

TYPICAL PLAN

TYPES 1 & 2

APPROACH ROAD

REMARKS

APPROACH ROAD SUMMARY

Flatten slope road connection on plan and profile sheet

Example of symbol showing standard approach shown may be varied ±20°.

Under special conditions, the approach road angle 8.

4.

3.

8.

2.

1.

6.

2.

6.

2.

6.

7.

Subgrade edge

Subgrade edge

Aggregate base edge

End Section A-A

Type

Class

Mainline stationing

Typical maximum grade ±10%VPI

VPC

90°

Typical culvert location edge subgrade

Normal

R

Total length

R1

WW

with mainline roadway construction.

Construct cut and fill slopes for approach roads to match locations to be field verified.

Stations shown are approximate locations. Actual

8.

7.

6.

5.

4.

3.

2.

1.

maximum.

0% to -2% grade. Under special conditions, use 6% grades within ±2%. In snowy regions restrict this to a

Construct approach roads with landing areas having approach road centerline.

existing radii or widths. R is on the left side of the

Vary radii to fit unusual field conditions. Do not reduce

5. 5.

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\ ty p a p .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

Existing Slope

Traveled WayTraveled Way

Match existing Match existing

Shldr

1'

Tack coat (between lifts)

11' 11'

Shldr

1'

1:4 or flatter

Existing Slope

Variable

Varies

14' Paved Pullout

11' Traveled Way

11' Traveled Way

Match roadway

NO SCALE

6" Roadway aggregate, method 2

Face of Curb

Radius 35'

Face of Curb

Radius 35'

TYPICAL SECTION

PROPOSED PULLOUT

A20

TYPICAL SECTION

PLAN

42'Varies42'

1' Shoulder

1' Shoulder

Pullout Area

14' pavement thickness)

(See Roadway Typical Section for

HACP pavement placed in two lifts for details)

(See Sheet T13

Taper curb

Fog seal and compact shoulder material.

concrete curb. Level, scarify, water, material after placement of

Shoulder up with existing

NOTE:

Back of curb

Tack coat

Face of Curb

Radius 35'

Face of Curb

Radius 35' pulverization to the face of curb.

For existing pullouts continue

For new pullouts only.

2.

1.

(See Special 609-A)

15" Colored Concrete Curb

609-A for details)

(See Special

Taper curb

(See Special 609-A)

15" Colored Concrete Curb pulverization or cold-in-place recycle

See Roadway Typical section for

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N U

T a r c h R o a d w a y s h e e ts A G e n s h t\

T Y P P u ll

O ff .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

UTIMR A20

MAIN ENTRANCE ROAD

UT FTNP ARCH 10(2)

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: RYAN PHILLIPS

1:

Insert attached A2 – A20 plan sheets into previously provided Plans.

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)