Plans.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

P

M N U

T u t2

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 .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Taylor Mountain Road

UT FLAP 2500(1)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

STATE PROJECT

P

M N U

T u t2

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 .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

A4

SURVEY CONTROL

STATE PROJECT

P

M N U

T u t2

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 .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

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

S it e

M a p .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Taylor Mountain Road

UT FLAP 2500(1)

T S R

E

S e c tio n

T S R

E

S e c tio n

T S R

E

S e c tio n

T S R

E

S e c tio n

T S R

E

S e c tio n

T S R

E

S e c tio n

T S R

E

S e c tio n

T S R

E

S e c tio n

T S R

E

S e c tio n

T S R

E

S e c tio n

T S R

E

S e c tio n

T S R

E

S e c tio n

Scale in Feet

0.5 miles 1 mile

SITE MAP

6 miles

To Vernal

0 5

+00

5+

0 1

0 2

0 3

A5

ASHLEY

NATIONAL

FOREST

STATE LANDS

STATE LANDS

STATE LANDS

STATE LANDS

LANDS

STATE

BUREAU OF LAND

MANAGEMENT

BUREAU OF LAND

MANAGEMENT

BUREAU OF LAND

MANAGEMENT

BUREAU OF LAND

MANAGEMENT

P la n t

R o a d

O ld P o w e r

N

Taylor Mountain Road

Begin Rehabilitation

Begin Project

Station 33+50.00

Taylor Mountain Road

Begin Reconstruction

End Rehabilitation

Station 295+00.00 Taylor Mountain Road

End Project

End Reconstruction

Station 385+53.19

See Sheet D2)

(USFS Parking Area

Staging Area

National Forest

To Ashley

Station to Station

LENGTH OF PROJECT

TOTAL (mi)

(ft)

Roadway

NO SCALE

TOTALS (ft)

NOTE:

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

Existing superelevated and widened sections are not shown.

2.

1.

Shoulder

Pulverized Width

Traveled way structural section details

See mainline typical section for

Foreslope

DETAIL A

1'

Remarks

6.67

33+50.00 to 295+00.00

EXISTING TYPICAL SECTION

(safety edge) pavement edge

Construct 30°

5.2"

26150.00

35203.19

A6

9053.19

33+50.00 to 295+00 Rehabilitation

Reconstruction for drainage and appearance.

concrete pavement. Shape and compact as necessary

(pay item 30101-0000) after placement of asphalt section. Shoulder up with Aggregate Base

Incorporate pulverized material into the mainline base

Remove all pulverized asphalt material from this section.

REHABILITATION

MAINLINE

TYPICAL SECTIONS

295+00.00 to 385+53.19

Traveled WayTraveled Way

See Detail A

Tack coat (between lifts)

Existing

2% (typ.) 2% (typ.)

base

6" Aggregateand base course method 2 existing pavement

6" Full depth reclamation, 1:41:4 pavement placed in two lifts

3" asphalt concrete

1:4

Average Existing Width is 23' from 16 to 30 ft

Existing width varies

See Detail A on Sheet A7

Variable

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

See Detail A Tack coat (between lifts) pavement placed in two lifts

3" asphalt concrete and base course method 2 existing pavement

6" Full depth reclamation, 144+50 to 181+00

131+50 to 140+00

78+50 to 92+00

66+00 to 72+00

REHABILITATION

TYPICAL SECTION

181+00 to 295+00

140+00 to 144+50

92+00 to 131+50

72+00 to 78+50

33+50 to 66+00

REHABILITATION WITH WIDENING

TYPICAL SECTION

4' Clear Zone 4' Clear Zone

3'

4' Clear Zone 4' Clear Zone

3' varies from 0" to 12" (average depth 4").

Existing aggregate base depth varies from 1.5" to 12" (average depth 4").

Existing asphalt pavement depth

Shdr

1' 11' 11'

Shdr

1'

Construction and Clearing Limits

Construction and Clearing Limits

11'11'

Topsoil and Seeding Limits

5'

Topsoil and Seeding Limits

5' seeding limits Topsoil and

5'

Shldr

1'

5'

Shldr

1' seeding limts Topsoil and in two lifts pavement placed

3" asphalt concrete Leveling 5.

5.

4.

3.

prior to first asphalt lift)

Prime coat (applied prior to first asphalt lift)

Prime coat (applied to top asphalt lift)

Fog seal (applied to top asphalt lift)

Fog seal (applied correct superelevation.

Add aggregate base as shown in the cross-sections to level and

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

Place asphalt concrete pavement in two lifts.

pavement are present and the full depth will need to be pulverized.

Pulverize to a minimum depth of 6". Isolated areas of thicker

Pulverize after placing 6" aggregate base in widened sections.

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

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

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

R ty p .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Hinge point

1:4

2%

Cut slope

(variable) 2%

See plans for locations of curves and superelevations

METHOD OF SUPERELEVATION ON CURVES

NOTE:

Min. superelevation 2% 6% Max. superele vation

Normal crown -2% -2% Normal crown grade

Profile superelevation

Pivot point for pavement)

(top of

Profile grade

(variable)

Fill slope

1.

3.

2.

1:4

DETAIL A

See Detail A

2.

Existing ground

5'

Clearing and construction limits limit

Slope stake 30° asphalt lift)

(applied to top

Fog seal cut slope

Rounded and seeding limits

Topsoil and seeding limits

Topsoil asphalt lifts)

(applied between

Tack coat first asphalt lift)

(applied prior to

Prime coat

Placed in two lifts concrete pavement 3" Asphalt limit stake

Slope

Asphalt concrete pavement sides of roadway)

(Detail applies to both right and left

Shoulder up with aggregate base

Construct 30° pavement edge (safety edge) base

Aggregate from 16 ft to 30 ft

Existing width varies

Average 21 ft

295+00.00 to 385+53.19

EXISTING TYPICAL SECTION

Traveled way

11'

Traveled way

11' ditch Graded

4' shldr

1' shldr

1'

B=5' F=5'

295+00.00 to 385+53.19

TYPICAL SECTION

5.2"

RECONSTRUCTION

MAINLINE

TYPICAL SECTIONS

A7 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

3.

2.

1.

6" Aggregate Base

4.5" to 4" (average depth 4")

Existing aggregate base depth varies from from 0" to 1.5" (average depth 1.5")

Existing asphalt pavement depth varies

3'

4' Clear Zone8' Clear Zone

3'

Subgrade

15'

Subgrade

15'

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

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

R ty p .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

4" Aggregate base s = 1:4 for type 2 approach s = 1:3 for type 1 approach d = 3' for type 2 approach d = 2' for type 1 approach x = 15' Minimum for type 2 approach x = 0' for type 1 approach

Variable

W

Variable

3' minimum

16'x

20' desired

15' min.

1.3'

W

1.3' d

4' (typ.)

4' (typ.)

APPROACH ROADS

TYPICAL SECTIONS

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

4' (typ.)

U s e r k e ll y .t e r r e ll

Sheet 1 of 2

A8 mainline recovery area.

radius to provide a flatter foreslope and increased

Place culverts at the end of the approach road base 2' agg.

6' (typ.)

widths greater than 15 feet.

Apply the normal crown to approach roads with

Variable

V a ria b le

A s

B

A

B

M a in li e

Mainline

±2%

TYPICAL PROFILE

SECTION B-B

Shoulder edge

A

V a ria b le

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

TYPICAL SYMBOL

M a in li grade (optional)

Typical maximum design

A

A B

B

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 d

NOTE:Paved length

(1:6 desirable)

1:4 or flatter base edge

Aggregate thicknesses and foreslopes.

Refer to mainline typical sections for structural section Approach Road

TYPICAL PLAN

TYPES 1 & 2

APPROACH ROAD

TYPICAL PLAN

TYPE 3

APPROACH ROAD

base edge

Aggregate 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 d

Approach Road

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.

3.

1.

6.

2.

6.

2.

6.

7.

Subgrade edge

Aggregate base edge

End Section A-A

End Section A-A

Total length

Paved length

90° W

Type

Class

Mainline stationing

Typical maximum grade ±10%VPI

VPC

90°

Typical culvert location edge subgrade

Normal

Aggregate base edge

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 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.

pavement edge

Asphalt concrete pavement edge

Asphalt concrete

8.

7.

6.

5.

4.

3.

2.

1.

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D 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 k e ll y .t e r r e ll

NUMBER

SHEET

UT

Sheet 2 of 2

APPROACH ROADS

TYPICAL SECTIONS

A9

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D 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 k e ll y .t e r r e ll

NUMBER

SHEET

UT

Sheet and Description

B3 B4 B5 B6-B9

Grading Summary

Drainage Summary

Surfacing Summary

Miscellaneous Summaries Allowance Bid

Schedule

A0050 15101-0000 MOBILIZATION LPSM ALL

A0100 15214-3000 SURVEY AND STAKING, PARKING AREA LPSM ALL

A0150 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 2

A0200 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 21 1 22

A0250 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 6.667 6.667

A0300 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 13.335 13.335

A0350 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0400 15401-0000 CONTRACTOR TESTING LPSM ALL

A0450 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0500 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0550 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL LPSM All ALL

A0600 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0650 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0700 20101-0000 CLEARING AND GRUBBING ACRE 40.8 0.2 41.0

A0750 20301-1900 REMOVAL OF PIPE CULVERT EACH 6 6

A0800 20301-2400 REMOVAL OF SIGN EACH 8 8

A0850 20302-0700 REMOVAL OF FENCE LNFT 280 20 300

A0900 20401-0000 ROADWAY EXCAVATION CUYD 26,406 1,594 28,000

A0950 20402-0000 SUBEXCAVATION CUYD 2,000 2,000

A1000 20420-0000 EMBANKMENT CONSTRUCTION (DEEP PATCH) CUYD 730 40 770

A1050 20441-0000 WASTE CUYD 3,113 187 3,300

A1100 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 1,824 76 1,900

A1150 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 51 65 4 120

A1200 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 55 5 60

A1250 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 126 4 130

A1300 25120-0200 RIPRAP DITCH, METHOD A, CLASS 2 LNFT 1,990 110 2,100

A1400 30101-0000 AGGREGATE BASE TON 18,358 642 19,000

A1450 30401-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH MILE 4.950 0.050 5.000

A1500 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL TON 15,711 489 16,200

A1600 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 157 3 160

A1700 40601-0000 FOG SEAL TON 40 1 41

A1750 41102-1000 PRIME COAT, METHOD 1 SQYD 96,339 2,661 99,000

A1800 41105-0000 BLOTTER TON 140

A1850 41201-0000 TACK COAT TON 41 1 42

A1900 60103-0160 CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT EACH 1 1

A1950 60103-0700 CONCRETE, HEADWALL FOR DOUBLE 48-INCH PIPE CULVERT EACH 2 2

A2000 60103-0780 CONCRETE, HEADWALL FOR DOUBLE 72-INCH PIPE CULVERT EACH 2 2

A2050 60201-0600 18-INCH PIPE CULVERT LNFT 66 66

A2100 60201-0800 24-INCH PIPE CULVERT LNFT 540 20 560

MileStone: 100% Date Completed: 08/14/21 Report Date: 08/14/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A ug

-2

2:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

N

U T\ ut

(1

R oa dw ay

\C A D

D _S he et s\ B -S um m

\S pr ea ds he et s\ [S

O Q

_f in al .x ls m

]S he et

STATE PROJECT

B1UT FLAP 2500(1)

Taylor Mountain RoadUT

SHEET

NUMBER

Sheet and Description

B3 B4 B5 B6-B9

Grading Summary

Drainage Summary

Surfacing Summary

Miscellaneous Summaries Allowance Bid

Schedule

A2150 60201-0900 30-INCH PIPE CULVERT LNFT 203 7 210

A2200 60201-1100 42-INCH PIPE CULVERT LNFT 51 4 55

A2250 60201-1200 48-INCH PIPE CULVERT LNFT 143 7 150

A2300 60201-1600 72-INCH PIPE CULVERT LNFT 164 6 170

A2350 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 26 26

A2400 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 10 10

A2450 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT EACH 2 2

A2500 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT EACH 2 2

A2550 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 620 620

A2600 61901-0600 FENCE, BARBED WIRE LNFT 280 20 300

A2650 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 40

A2700 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 40

A2750 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40

A2800 62201-1350 BULLDOZER, 200HP MINIMUM FLYWHEEL POWER HOUR 40

A2850 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40

A2900 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 40

A2950 62301-0000 GENERAL LABOR HOUR 40

A3000 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40

A3050 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGIST) HOUR 16

A3100 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40

A3150 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 7.5 0.5 8.0

A3200 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 7.5 0.5 8.0

A3250 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 7.5 0.5 8.0

A3300 63301-0000 SIGN SYSTEM EACH 5 5

A3350 63308-3000 OBJECT MARKER, TYPE 3 EACH 12 12

A3400 63309-0000 DELINEATOR EACH 42 3 45

A3450 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 31.0 31.0

A3500 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN MILE 13.0 13.0

A3550 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 200 200

A3600 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 400 400

A3650 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 8 8

A3700 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 8 8

A3750 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2

A3800 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 38 2 40

A3850 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 LNFT 48 48

A3900 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 500 500

A3950 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS MILE 13.3 13.3

A4000 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 3,700 3,700

A4050 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1,500 1,500

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-A ug -2

2:

P M

MileStone: 100% Date Completed: 08/14/21 Report Date: 08/14/21

N

U T\ ut

(1

R oa dw ay

\C A D

D _S he et s\ B -S um m

\S pr ea ds he et s\ [S

O Q

_f in al .x ls m

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B2UT FLAP 2500(1)

Taylor Mountain RoadUT

SHEET

NUMBER

GRADING SUMMARY

B3

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts B S u m m Q u a n ti ti e s .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

DRAINAGE SUMMARY

B4

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts B S u m m Q u a n ti ti e s .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

SURFACING SUMMARY

B5

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts B S u m m Q u a n ti ti e s .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

MISCELLANEOUS SUMMARIES

B6

Sheet 1 of 4

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts B S u m m Q u a n ti ti e s .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Sheet 2 of 4

B7

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts B S u m m Q u a n ti ti e s .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Sheet 3 of 4

B8

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts B S u m m Q u a n ti ti e s .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

B9

Sheet 4 of 4

MISCELLANEOUS SUMMARIES

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts B S u m m Q u a n ti ti e s .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Y I E

L D

T

W A

R N I N

G U

G

E L E

C T

R I C

A L B

O X

T T3

N

L S R

M

N C

O R S

E C

18 IN CPP

5791.8

S E

W E

R

D I

5794.8

36IN X 36IN

C U

W C

D

N

W

T 3 M

P H

S E

W E

R

T3

W A

R N I N

G U

G

T

N

E M

CONTINUES SOUTH

G R

E E

N P

A I N

T

N O G

A S N

O S

N B

W A

R N I N

G U

G

BW OLD

T

N

T T

T I

M B

E R

L I N

E

N

S E

W E

R

T P

O S

T O

N L

Y

N

W

H D J

A C

K S

O N

J

A C

K S

O N R

A N

C H H

D W A

T E

R

C A

T T

L E X I N

G

W A

R N I N

G U

G

T I

M B

E R

L I N

E R

E N

T A

L S L

L C

A P

N

C

A

A

A

A

A P

O T

.0

P C

.3

P T

.2

Y I E

L D

T

W A

R N I N

G U

G

E L E

C T

R I C

A L B

O X

T T3

N

L S R

O R S

E C

18 IN CPP

5791.8

S E

W E

R

D I

5794.8

36IN X 36IN

C U

W C

D

N

W

T 3 M

P H

S E

W E

R

T3

W A

R N I N

G U

G

T

N

E M

CONTINUES SOUTH

G R

E E

N P

A I N

T

N O G

A S N

O S

N B

W A

R N I N

G U

G

BW OLD

T

N

T T

T I

M B

E R

L I N

E

N

S E

W E

R

T P

O S

T O

N L

Y

N

W

H D J

A C

K S

O N

J

A C

K S

O N R

A N

C H H

D W A

T E

R

C A

T T

L E X I N

G

W A

R N I N

G U

G

W A

R N I N

G U

G

W J

A C

K S

O N R

A N

C H R

D S

T R

A T

A N

E T

W O

R K

S

W A

R N I N

G U

G

W A

R N I N

G U

G

B

A

P C

.8

P T

.5

P C

.7

P T

.1

P C

.1

P T

.7

W A

R N I N

G U

G

W J

A C

K S

O N R

A N

C H R

D S

T R

A T

A N

E T

W O

R K

S

W A

R N I N

G U

G

W A

R N I N

G U

G

STATE PROJECT

A

M N U

T u t2

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Taylor Mountain Road

UT FLAP 2500(1)

C1

33+50 to 62+00

PLAN SHEET

TAYLOR MOUNTAIN ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet

E 2175072.31

N 7358880.41

Station 33+50

Begin Rehabilitation

Begin Project D

PI 43+48.33

Curve = MAIN-1

R = 5,000.00'

T = 16.95'

L = 33.90'

Curve = MAIN-2

PI 49+91.20

R = 5,000.00'

T = 11.31'

L = 22.63'

D

L = 89.38'

T = 44.69'

R = 5,000.00'

Curve = MAIN-3

PI 58+36.42

D e = NC e = NC e = NC

APN: 03-094-0021

TIMBERLINE RENTALS LLCVERNAL ROD & GUN CLUB

APN:

BUREAU OF LAND

MANAGEMENT

TIMBERLINE RENTALS LLC

APN: 03-094-0021

ASHLEY VALLEY WTP Lab

APN:

APN:

Electric Lines

0 6

6085 6

TT

W A

R N I N

G U

G E

M

W A

R N I N

G

W A

R N I N

G U

G

W A

R N I N

G P

W A

R N U

G

A

A

A

A

A

P T

.7

P C

.0

P T

.9

TT

W A

R N I N

G U

G E

M

W A

R N I N

G

W A

R N I N

G U

G

W A

R N I N

G P

W A

R N U

G

0 6

6085 6

.5

I N C

M P

W A

R N U

G

I N C

M P

.8

W A

R N U

G E

M

L A

T H

E B

L M S

T A

T E

A

A

A

P C

.1

P T

.2

P C

.3

P

T

.4

.5

I N C

M P

W A

R N U

G

I N C

M P

.8

W A

R N U

G E

M

L A

T H

E B

L M S

T A

T E

STATE PROJECT

A

M N U

T u t2

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Taylor Mountain Road

UT FLAP 2500(1)

A

A

A

A

A

A

A

A

C2

62+00 to 92+00

PLAN SHEET

TAYLOR MOUNTAIN ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Riprap ditch, Rt.

and Riprap, Class 2 RT with end sections LT and RT

62+87 Install 43' x 24" CMP

Do not disturb 18" CMP

Curve = MAIN-6

PI 80+66.76

D

R = 840.00'

T = 215.63'

L = 422.14'

Curve = MAIN-7

PI 88+64.90

D

R = 5,000.00'

T = 6.56'

L = 13.12'

Curve = MAIN-5

L = 378.94'

T = 195.70'

D

R = 615.00'

PI 71+61.70

Curve = MAIN-4

L = 134.56'

T = 67.29'

PI 61+46.47

D

R = 5,000.00' e = NC e = 5.2 e = NCe = 4.6

STATE LANDS

STATE LANDS

BUREAU OF LAND

MANAGEMENT

BUREAU OF LAND

MANAGEMENT

6130 6135

6130 6135

W A

R N I N

G U

G

W A

R N I N

G

W A

R N I N

G

P

T O

P

O U

T C

R O

P

R O

K

W A

R N I N

G U

G

A

A

A

P C

.8

P T

.3

P C

.3

0 P T

.8

W A

R N I N

G U

G

W A

R N I N

G

W A

R N I N

G

P

T O

P

O U

T C

R O

P

R O

K

W A

R N I N

G U

G

W A

R N I N

G

W A

R N

IN

G

P -1

W A

R N I N

G F I B

E R O

P T I C C

A B

L E

W A

R N

IN

G

A

A

P T

.8

P C

.9

P T

.3

P C

.2

P T

.9

P C

.1

P T

.2

W A

R N I N

G

W A

R N

IN

G

P -1

W A

R N I N

G F I B

E R O

P T I C C

A B

L E

W A

R N

IN

G

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Taylor Mountain Road

UT FLAP 2500(1)

C3

200'100'0

Scale in Feet

200'100'0

Scale in Feet

92+00 to 121+00

PLAN SHEET

TAYLOR MOUNTAIN ROAD

and Riprap, Class 2 RT with end sections LT and RT

95+32 Install 40' x 24" CMP and Riprap, Class 2 RT with end sections LT and RT

108+68 Install 48' x 24" CMP

MANAGEMENT

BUREAU OF LAND

L = 542.54'

Curve = MAIN-8

D

T = 271.54'

R = 5,000.00'

PI 97+96.34

Curve = MAIN-9

PI 105+46.62

R = 670.00'

T = 88.23'

L = 175.44'

D

Curve = MAIN-10

PI 111+58.27

D

R = 940.00'

T = 68.36'

L = 136.48'

Curve = MAIN-11

PI 115+52.12

D

R = 5,000.00'

T = 69.83'

L = 139.64' e = NC e = 5.0 e = 4.4 e = NC

MANAGEMENT

BUREAU OF LAND

MANAGEMENT

BUREAU OF LAND

MANAGEMENT

BUREAU OF LAND

construction.

subsidiary to 20420-0000, embankment trail section around new outlet. Work is

Lightly grade to realign approx. 90' of

W A

R N

IN

G

W A

R N I N

G

A

P T

.2

P C

.0

P T

.3

P C

.3

P T

.1

W A

R N

IN

G

W A

R N I N

G

.2

IN

C

M P

B W

U G F

O E

M E

M

W A

R N

IN

G F

O C

P

.3

W A

R N

IN

G

A

A3

A

P T

.1

P C

.4

P T

.4

P C

.3

P T

.0

.2

IN

C

M P

B W

U G F

O E

M E

M

W A

R N

IN

G F

O C

P

.3

W A

R N

IN

G

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Taylor Mountain Road

UT FLAP 2500(1)

C4

121+00 to 150+00

PLAN SHEET

TAYLOR MOUNTAIN ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet and Riprap, Class 3 RT with end sections LT and RT

141+17 Install 33' x 30" CMP

Curve = MAIN-12

PI 120+54.22

D

R = 5,000.00'

T = 68.06'

L = 136.12'

Curve = MAIN-13

PI 129+48.39

D

R = 3,400.00'

T = 287.31'

L = 573.26'

Curve = MAIN-14

PI 135+07.84

D

R = 2,500.00'

T = 126.54'

L = 252.86'

Curve = MAIN-16

PI 143+23.65

D

R = 5,000.00'

T = 29.34'

L = 58.69'

Curve = MAIN-15

PI 139+92.56

D

R = 700.00'

T = 62.16'

L = 124.00' e = NC e = 2.0 e = 2.4 e = 5.0 e = NC

BUREAU OF LAND

MANAGEMENT

BUREAU OF LAND

MANAGEMENT

BUREAU OF LAND

MANAGEMENT

BUREAU OF LAND

MANAGEMENT

Offset= 33.00 RT

Sta= 150+40.67

Offset= 75.00 RT

Sta= 150+40.67

O ffs e t=

.0

L

T

S ta

.6

O ffs e t=

.0

L

T

S ta

.6

.0

.2

I N C

M P

B W

U G F

O

6006.2 18 IN CMP

6007.7

W A

R N I N

G

BW

E x te n d H o m e o w n e r P ip e to R

O W R

O W

P C

.2

P T

.6

P C

.4

P T

.8

.0

.2

I N C

M P

B W

U G F

O

6006.2 18 IN CMP

6007.7

W A

R N I N

G

BW

18 IN CMP

.1

I

N C

M P

.3

W A

R I N

G E

M

DUP68

T

T P

O S

T

BW CONTINUES

S T

R A

T A N

E T

W O

R K

S P

U G C

A B

L E

A

P T

.8

P C

.4

P T

.9

P C

.0

P T

.8

P C

.1

18 IN CMP

.1

I

N C

M P

.3

W A

R I N

G E

M

DUP68

T

T P

O S

T

BW CONTINUES

S T

R A

T A N

E T

W O

R K

S P

U G C

A B

L E

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Taylor Mountain Road

UT FLAP 2500(1)

C5

200'100'0

Scale in Feet

200'100'0

Scale in Feet

150+00 to 180+00

PLAN SHEET

TAYLOR MOUNTAIN ROAD

and Riprap, Class 3 LT with end sections LT and RT

Install (2) 38' x 30" CMP

149+99 Remove existing 24" CMP and Riprap, Class 2 LT with end sections LT and RT

156+74 Install 39' x 24" CMP and Riprap, Class 3 LT with end sections LT and RT

Install (2) 44' x 30" CMP

170+82 Remove existing 24" CMP

CROW MANAGEMENT INC

APN: 03-085-0008

APN: 03-085-0003

JAY ABPLANALP

CROW MANAGEMENT INC

APN: 03-085-0008

Curve = MAIN-17

L = 498.37'

T = 249.22'

R = 12,200.00'

PI 155+87.50

D e = NC

L = 559.35'

T = 279.91'

D e = NC

R = 5,500.00'

PI 162+74.40

Curve = MAIN-18

APN: 03-085-0014

SHERRYL GALE

BARRY GALE

APN: 03-085-0007

MONICA NIELSON

RON R NIELSON

Curve = MAIN-20

PI 176+01.47

R = 9,000.00'

T = 155.43'

L = 310.82'

D e = NC

BARRY GALE

SHERRYL GALE

APN: 03-085-0005

BUREAU OF LAND

MANAGEMENT

APN: 03-085-0011

KATHLEEN ANN ADAMS

L = 263.54'

T = 132.62'

R = 950.00'

PI 168+96.07

Curve = MAIN-19

D e = 4.4

APN: 03-085-0011

KATHLEEN ANN ADAMS

APN: 03-085-0003

JAY ABPLANALP

APN: 03-085-0003

JAY ABPLANALP

Verify final location and size with the CO

161+50 Install 66' x 18" CMP

60906090

60906090

6015 60

5 6025

603060

6015 60

5 6025

603060

IN

C

M P

.8

.6

STO

N E

W A

R N I N

G

W A

R N I N

G

W A

R N I N

GB

H .1

W A

R N I N

G

B H .1

W A

R N I N

G

W A

R N I N

G

W A

R N I N

G

P .1

B

H .1

D N

A I L

STEEL PIPE

W

F O C

A B

L E

BW

O ffs e t=

.0

L

T

S ta

.4

O ffs e t=

.0

L

T

S ta

.3

O ffs e t=

.0

R

T

S ta

.4

O ffs e t=

.0

R

T

S ta

.4

O ffs e t=

.0

R

T

S ta

.3

O ffs e t=

.0

R

T

S ta

.9

O ffs e t=

.0

L

T

S ta

.6

O ffs e t=

.0

L

T

S ta

.2

O ffs e t=

.0

L

T

S ta

.2

O ffs e t=

.0

L

T

S ta

.4

O ffs e t=

.0

L

T

S ta

.4

A

A

3A

P C

.1

P T

.1

P C

.1

P T

.1

P C

.0

P T

.6

P C

.7

P T

.2

IN

C

M P

.8

.6

STO

N E

W A

R N I N

G

W A

R N I N

G

W A

R N I N

GB

H .1

W A

R N I N

G

B H .1

W A

R N I N

G

W A

R N I N

G

W A

R N I N

G

P .1

B

H .1

D N

A I L

STEEL PIPE

W

F O C

A B

L E

BW

60906090

60906090

W A

R N I N

G

BW

STRATA NETWORKS

.4

P .7

IRON 6

.9

I

N C

M P

BW

B W

W A

R N I N

G

A1

P T

.2

P C

.7

P T

.9

P C

.4

P T

.9

W A

R N I N

G

BW

STRATA NETWORKS

.4

P .7

IRON 6

.9

I

N C

M P

BW

B W

W A

R N I N

G

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Taylor Mountain Road

UT FLAP 2500(1)

C6

180+00 to 209+00

PLAN SHEET

TAYLOR MOUNTAIN ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Remove and replace 280' of fence and Riprap, Class 2 RT with end sections LT and RT

202+65 Install 40' x 24" CMP

Spring Cre ek

Curve = MAIN-21

PI 180+84.25

R = 1,000.00'

T = 123.08'

L = 244.94'

D

Curve = MAIN-22

T = 99.04'

L = 198.06'

PI 187+00.17

D

R = 7,000.00'

D

PI 191+10.02

Curve = MAIN-23

T = 120.98'

R = 1,800.00'

L = 241.59' L = 203.49'

T = 103.44'

R = 460.00'

PI 194+15.17

Curve = MAIN-24

D

Curve = MAIN-25

PI 198+21.98

D

R = 3,200.00'

T = 165.26'

L = 330.22' e = 4.2 e = NC e = 3.0 e = 5.8 e = NC

UFFORD INVESTMENTS LTD

APN: 03-085-0016

APN: 03-085-0013

LANORE J LANCE

DARRELL D LANCE

BUREAU OF LAND

MANAGEMENT

APN: 03-085-0017

CLAUDIA T REYNOLDS

GARY RAY REYNOLDS

APN: 03-085-0014

SHERRYL GALE

BARRY GALE

GARY RAY REYNOLDS

CLAUDIA T REYNOLDS

APN: 03-085-0017

APN: 03-085-0016

UFFORD INVESTMENTS LTD

APN: 03-085-0016

UFFORD INVESTMENTS LTD

UFFORD INVESTMENTS LTD

APN: 03-082-0003

existing 18" CPP

Do not distrub and Riprap, Class 4 LT with headwall and wingwalls LT and RT

Install (2) 82' x 72" CMP

185+10 Remove existing 60" CMP

See Special 204-B.

Install full width deep patch.

181+35 to 184+00

Riprap ditch, Rt.

Offset= 45.00 RT

Sta= 208+21.28

Offset= 33.00 RT

Sta= 208+21.28

Offset= 45.00 RT

Sta= 207+98.47

Offset= 45.00 RT

Sta= 207+70.69

Offset= 33.00 RT

Sta= 207+70.69

O ffs e t=

.0

L

T S ta

.8

O ffs e t=

.0

L

T S ta

.8

O ffs e t=

.0

L

T S ta

.6

O ffs e t=

.0

L

T S ta

.6

O ffs e t=

.0

L

T S ta

.4

O ffs e t=

.0

R

T S ta

.2

O ffs e t=

.0

R

T S ta

.2

O ffs e t=

.0

R

T S ta

.2

O ffs e t=

.0

R

T S ta

.2

O ffs e t=

.0

L

T S ta

.2

O ffs e t=

.0

L

T S ta

.2

O ffs e t=

.0

L

T S ta

.2

O ffs e t=

.0

L

T S ta

.2

UFFORD INVESTMENTS LTD

APN: 03-085-0016

Install headwall LT

207+97 Extend 30" CMP 6' LT

BW

.3

I N C

M P

.4

F O C

A B

L

E BW

W A

R N I N

G

C O

N T I N

U E S

O ffs e t=

.0

R

T

S ta

.3

O ffs e t=

.0

R

T

S ta

.3

O ffs e t=

.0

R

T

S ta

.9

O ffs e t=

.0

R

T

S ta

.6

O ffs e t=

.0

R

T

S ta

.6

O ffs e t=

.0

R

T

S ta

.6

O ffs e t=

.0

R

T

S ta

.6

O ffs e t=

.0

L

T

S ta

.8

O ffs e t=

.0

L

T

S ta

.8

O ffs e t=

.0

L

T

S ta

.4

P T

.9

P C

.8

P T

.1

BW

.3

I N C

M P

.4

F O C

A B

L

E BW

W A

R N I N

G

C O

N T I N

U E S

S T

R A

T A N

E T

W O

R K

S

S T

R A

T A N

E T

W O

R K

S

M

P H

O ffs e t=

.0

R

T

S ta

.7

O ffs e t=

.0

R

T

S ta

.7

O ffs e t=

.0

R

T

S ta

.8

O ffs e t=

.0

R

T

S ta

.8

O ffs e t=

.0

R

T

S ta

.1

O ffs e t=

.0

R

T

S ta

.0

O ffs e t=

.0

L

T

S ta

.1

O ffs e t=

.0

L

T

S ta

.1

O ffs e t=

.0

L

T

S ta

.6

O ffs e t=

.0

L

T

S ta

.6

O ffs e t=

.0

L

T

S ta

.7

O ffs e t=

.0

L

T

S ta

.7

A

P C

.4

P T

.5

P C

.6

P T

.0

S T

R A

T A N

E T

W O

R K

S

S T

R A

T A N

E T

W O

R K

S

M

P H

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Taylor Mountain Road

UT FLAP 2500(1)

C7

209+00 to 238+00

PLAN SHEET

TAYLOR MOUNTAIN ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet and Riprap, Class 2 RT with end sections LT and RT

222+38 Install 54' x 24" CMP and Riprap, Class 2 RT with end sections LT and RT

235+07 Install 43' x 24" CMP and Riprap, Class 2 RT with end sections LT and RT

Install 46' x 24" CMP

217+41 Remove existing 30" CMP

Curve = MAIN-26

L = 211.51'

T = 107.18'

R = 530.00'

PI 209+05.65

D

L = 67.33'

T = 33.67'

Curve = MAIN-27

D

R = 7,000.00'

PI 216+85.50

L = 35.10'

T = 17.55'

R = 7,000.00'

PI 225+42.03

Curve = MAIN-28

D

Curve = MAIN-29

PI 230+97.83

L = 134.42'

T = 67.22'

R = 3,000.00'

D e = NC e = NC e = NC e = 5.6

UFFORD INVESTMENTS LTD

APN: 03-082-0003

UFFORD INVESTMENTS LTD

APN: 03-082-0003

MANAGEMENT

BUREAU OF LAND

MANAGEMENT

BUREAU OF LAND

MANAGEMENT

BUREAU OF LAND

TANYA BULLOCK TE

APN: 03-082-0009

APN: 03-082-0012

UFFORD INVESTMENTS LTD

MANAGEMENT

BUREAU OF LAND

M

P H

W A

R N

IN

G

R O

A D D

A M

A G

E

BW

S T

R A

T A N

E T

W O

R K

S R O

A D D

A M

A G

E

S T E E L

BW 4 STRAND STEEL POST

T

F O P

U L L B

O X

A

A

P C

.1

P T

.7

P C

.8

M

P H

W A

R N

IN

G

R O

A D D

A M

A G

E

BW

S T

R A

T A N

E T

W O

R K

S R O

A D D

A M

A G

E

S T E E L

BW 4 STRAND STEEL POST

T

F O P

U L L B

O X

I

N C

M P D

I R O

N L

Y D I R O

N L

Y

BW

W A

R N I N

G T I

M B

E R

L I N

E

C O

N T I N

U E S

BW

T P

O S

T

O ffs e t=

.0

R

T S ta

.5

O ffs e t=

.0

R

T S ta

.9

O ffs e t=

.0

R

T S ta

.8

O ffs e t=

.0

R

T S ta

.9

O ffs e t=

.0

R

T S ta

.9

O ffs e t=

.0

R

T S ta

.4

O ffs e t=

.0

R

T S ta

.4

A

A

A

P C

.8

P T

.3

P C

.3

P T

.0

P C

.3

P T

.6

I

N C

M P D

I R O

N L

Y D I R O

N L

Y

BW

W A

R N I N

G T I

M B

E R

L I N

E

C O

N T I N

U E S

BW

T P

O S

T

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Taylor Mountain Road

UT FLAP 2500(1)

C8

238+00 to 265+00

PLAN SHEET

TAYLOR MOUNTAIN ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet and Riprap, Class 4 RT with end sections LT and RT

239+10 Install 51' x 42" CMP and Riprap, Class 2 RT with end sections LT and RT

260+44 Install 37' x 24" CMP

L = 410.70'

T = 220.17'

R = 460.00'

PI 243+91.27

Curve = MAIN-30

D

L = 180.49'

Curve = MAIN-31

D

R = 410.00'

T = 91.73'

PI 254+87.56

L = 65.70'

T = 32.85'

Curve = MAIN-32

D

R = 5,000.00'

PI 260+24.15

L = 50.29'

R = 5,000.00'

T = 25.14'

PI 264+59.50

Curve = MAIN-33

D e = 5.8 e = 6.0 e = NC e = NC

TIMAFEY I MARTUSHEV

CARO A NORTON

APN: 03-082-0024

UFFORD INVESTMENTS LTD

APN: 03-082-0011

UFFORD INVESTMENTS LTD

APN: 03-082-0012

APN: 03-082-0009

TANYA BULLOCK TE

STATE LANDS

UFFORD INVESTMENTS LTD

APN: 03-077-0004

UFFORD INVESTMENTS LTD

APN: 03-082-0001

APN: 03-082-0011

UFFORD INVESTMENTS LTD

CARO A NORTON

APN: 03-082-0024

TIMAFEY I MARTUSHEV

and Riprap, Class 4 RT with end sections LT and RT

Install 45' x 48" CMP

245+42 Remove existing 18" CPP

See Special 605-A.

Standard underdrain, Lt.

245+00 to 246+20

See Detail C204-51.

Subexcavation full width.

245+50 to 246+50

Do not disturb fence

Offset= 50.00 LT

Sta= 246+03.42

Offset= 50.00 LT

Sta= 245+41.84Offset= 33.00 LT

Sta= 245+41.84

O ffs e t=

.0

L

T

S ta

.4

O ffs e t=

.0

R

T

S ta

.7

O ffs e t=

.0

R

T

S ta

.7

O ffs e t=

.0

R

T

S ta

.8

O ffs e t=

.0

R

T

S ta

.8

Offset= 33.000 LT

Sta= 242+94.181

Offset= 100.584 LT

Sta= 242+34.829

O ffs e t=

.0

L

T

S ta

.0

O ffs e t=

.7

L

T

S ta

.0

O ffs e t=

.0

L

T

S ta

.2

O ffs e t=

.0

L

T

S ta

.2

O ffs e t=

.0

L

T

S ta

.7

O ffs e t=

.0

R

T

S ta

.7

O ffs e t=

.0

R

T

S ta

.7

O ffs e t=

.0

R

T

S ta

.2

O ffs e t=

.0

R

T

S ta

.2

BW

T P

O S

T

.2

IN

C

M P

.1

BW

P

BW

P C

.3

P T

.6

P C

.6

P T

.9

P C

.4

P T

.4

P C

.9

BW

T P

O S

T

.2

IN

C

M P

.1

BW

P

BW

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Taylor Mountain Road

UT FLAP 2500(1)

5 6

BW

P

2 STRAND AND CHICKEN WIRE FENCE STEEL POST

STEEL WOOD CORRAL

S T

E E

L G

A T

E

A

P C

.9

P T

.1

P C

.6

P T

.6

P C

.6

P T

.5

P C

.4

P T

.6

5 6

BW

P

2 STRAND AND CHICKEN WIRE FENCE STEEL POST

STEEL WOOD CORRAL

S T

E E

L G

A T

E

C9

200'100'0

Scale in Feet

200'100'0

Scale in Feet

265+00 to 293+00

PLAN SHEET

TAYLOR MOUNTAIN ROAD

and Riprap, Class 2 RT with end sections LT and RT

293+00 Install 34' x 24" CMP

Curve = MAIN-34

L = 177.25'

T = 88.64'

R = 5,000.00'

PI 271+47.31

D

L = 412.98'

T = 210.55'

R = 860.00'

PI 275+05.04

Curve = MAIN-35

D

L = 326.20'

T = 164.56'

R = 1,000.00'

PI 280+07.50

Curve = MAIN-36

D

L = 107.97'

T = 54.01'

R = 1,500.00'

Curve = MAIN-37

PI 282+93.64

D

L = 333.88'

Curve = MAIN-38

PI 285+95.09

D

R = 1,800.00'

T = 167.42'

L = 65.21'

T = 32.60'

Curve = MAIN-39

D

R = 5,000.00'

PI 290+57.04

e = NC e = 4.6 e = 4.2 e = 3.4 e = 3.0 e = NC

STATE LANDS

UFFORD INVESTMENTS LTD

APN: 03-077-0004

APN: 03-077-0004

UFFORD INVESTMENTS LTD

UFFORD INVESTMENTS LTD

APN: 03-077-0004

STATE LANDS

and Riprap, Class 4 RT with headwall and wingwalls LT and RT

Install (2) 49' x 48" CMP

276+89 Remove existing 36" CMP

Offset= 33.00 LT

Sta= 277+75.62

Offset= 60.00 LT

Sta= 277+75.62Offset= 60.00 LT

Sta= 276+05.09

Offset= 33.00 LT

Sta= 276+05.09

O ffs e t=

.0

R

T

S ta

.6

O ffs e t=

.0

R

T

S ta

.6

O ffs e t=

.0

R

T

S ta

.0

O ffs e t=

.0

R

T

S ta

.0

3 A

3A

P C

.9

P T

.1

P C

.4

P T .8

P C .6

,3

.2

E L

,3

.4

+7.2

+5.3 00%

250' VC

K = 132

SSD = 693'

E L

,3

.8

+5.3 00%

+10 .4

320' VC

K = 63

E L

,4

.0

+10 .4

+6.9

300' VC

K = 86

SSD = 458'

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

Superelevation Diagram

UT

Taylor Mountain Road

UT FLAP 2500(1)

-2.00%

-2.00% -2.00%

5.00%

-5.00%

5.00%

-5.00%

293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00 301+00

301+00 302+00 303+00 304+00 305+00 306+00 307+00

C10

200'100'0

Scale in Feet

LT & RT EOP

Profile grade and axis of rotation

LT EOP

RT EOP

Profile grade

Existing ground

Begin Reconstruction

End Rehabilitation

Station 295+00

See D1

Curve = MAIN-40

L = 80.16'

T = 40.08'

D

R = 5,000.00'

PI 294+48.03

D

L = 824.36'

T = 469.39'

R = 690.00'

PI 303+19.85

Curve = MAIN-41 e = NC e = 5.0

STATE LANDS

STATE LANDS

See C251-51

Placed riprap, class 2

See C251-51

Placed riprap, class 2

See C251-51

Placed riprap, class 2

B O

L T C

O N

C A

C

3 A

3A

PT

.8

PC

.6

P T .4

P C .5

P T

.2

B O

L T C

O N

C A

C

E L

,4

.4

+6.9

+11 .4

400' VC

K = 89

E L

,5

.9

+11 .4

+6.1 00%

340' VC

K = 64

SSD = 374'

5.00%

-5.00%

5.00%

-5.00%

5.00%

-5.00%

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

Superelevation Diagram

UT

5.00%

-5.00%

5.00%

-5.00%

5.00%

-5.00%

307+00 308+00 309+00 310+00 311+00 312+00 313+00

313+00 314+00 315+00 316+00 317+00 318+00

318+00 319+00 320+00 321+00

C11

200'100'0

Scale in Feet

Profile grade and axis of rotation

LT EOP

RT EOP

Profile grade Existing ground

Riprap ditch, Rt.

6570 6570 e = 5.0 L = 1,080.74'

T = 698.92'

R = 670.00'

PI 315+07.58

Curve = MAIN-42

D

STATE LANDS

See C251-51

Placed riprap, class 2

P .1

P C

.5

P T

.2

P C

.5

P .1

E L

,6

.5

+6.1 00%

.0

E L

,7

.6

.0

+9.

0%

342' VC

K = 114

SSD = 531'

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

Superelevation Diagram

UT

-2.00% -2.00%

4.60%

-4.60% -2.00% -2.00%

321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00

328+00 329+00 330+00 331+00 332+00 333+00

333+00 334+00 335+00

C12

200'100'0

Scale in Feet

Profile grade and axis of rotation

LT & RT EOPLT EOP

RT EOP

Profile grade

Existing ground

Riprap ditch, Rt.

I n s ta ll x

C

M P w it h e n d s e c ti o n s L

T a n d R

T a n d R ip r a p

C la s s R

T

Curve = MAIN-43

T = 126.92'

L = 251.75'

D

R = 800.00'

PI 321+66.45

e = 4.6

STATE LANDS

STATE LANDS

See C251-51

Placed riprap, class 2

See C251-51

Placed riprap, class 2

O ffs e t=

.0

L

T

S ta

.9

O ffs e t=

.0

L

T

S ta

.4

O ffs e t=

.0

L

T

S ta

.6

P T

.8

P C

.0

P T

.4

E L

,8

.4

+9.

0%

.0

.0

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

Superelevation Diagram

UT

-2.00%

5.60%

-5.60%

-2.00%

-2.00%

335+00 336+00 337+00 338+00 339+00 340+00 341+00

341+00 342+00 343+00 344+00 345+00 346+00

346+00 347+00 348+00 349+00

C13

200'100'0

Scale in Feet

Profile grade and axis of rotation

LT & RT EOP

LT EOP

RT EOP

Profile grade

Existing ground

T = 415.98'

R = 4,200.00'

PI 337+50.52

Curve = MAIN-44

D

Curve = MAIN-45

PI 347+27.97

R = 490.00'

T = 95.89'

L = 189.39'

D e = 5.6 e = NC

STATE LANDS

See C251-51

Placed riprap, class 2

See C251-51

Placed riprap, class 2

P T

.4

P C

.8

P T

.5

P C

.2

P T

.4

P C

.4

P T

.3

E L

,9

.7

.0

+1.700%

1,326' VC

K = 129

SSD = 527'

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

Superelevation Diagram

UT

356+07

5.60%

-5.60%

5.60%

-5.60%

2.80%

-2.80%

2.80%

-2.80%

349+00 350+00 351+00 352+00 353+00 354+00 355+00

355+00 356+00 357+00 358+00 359+00 360+00 361+00 362+00 363+00

C14

200'100'0

Scale in Feet

Profile grade and axis of rotation

LT EOP

RT EOP

Profile grade

Existing ground

T = 208.23'

R = 490.00'

PI 352+70.02

Curve = MAIN-46

D

Curve = MAIN-47

T = 235.72'

D

PI 358+23.91

R = 2,000.00'

L = 216.96'

T = 110.29'

R = 490.00'

PI 362+89.69

Curve = MAIN-48

D e = 5.6 e = 2.8 e = 5.6

STATE LANDS

STATE LANDS

CLIFTON D MERKLEY

SHIRLEY R MERKLEY

APN: 03-073-0001

CLIFTON D MERKLEY

SHIRLEY R MERKLEY

APN: 03-073-0001

See C251-51

Placed riprap, class 2

Offset= 56.401 LT

Sta= 350+91.899

Offset= 150.000 LT

Sta= 350+91.899

Offset= 50.000 LT

Sta= 349+94.166

Offset= 150.000 LT

Sta= 349+21.879

Offset= 50.000 LT

Sta= 349+21.879

See D1

Offset= 50.000 LT

Sta= 359+37.924

Offset= 50.000 RT

Sta= 358+50.635

P C

.4

P T

.3

P C

.7

P T

.1

P C

.9

P T

.5

P C

.3

P T

.6

E L

,9

.5

7+1.700%

.5

480' VC

K = 49

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

Superelevation Diagram

UT

369+13

370+92

5.60%

-5.60%

5.80%

-5.80%

3.40%

-3.40% -3.80%

3.80%

363+00 364+00 365+00 366+00 367+00 368+00 369+00 370+00 371+00 372+00 373+00

373+00 374+00 375+00 376+00 377+00

C15

200'100'0

Scale in Feet

Profile grade and axis of rotation

LT EOP

RT EOP

Profile grade

Existing ground

Riprap ditch, Lt.

I n s ta ll x

C

M P w it h e n d s e c ti o n s L

T a n d R

T a n d R ip r a p

C la s s R

T

61' VC

.5

K = 29

SSD = 544'

V P I

E L

,0

.7

+9.

0%

T = 217.75'

L = 404.39'

Curve = MAIN-49

D

R = 440.00'

PI 367+63.45

D e = 5.8 e = 3.4 e = 3.8

SHIRLEY R MERKLEY

APN: 03-073-0001

CLIFTON D MERKLEY

SHIRLEY R MERKLEY

APN: 03-073-0001

CLIFTON D MERKLEY

Curve = MAIN-50

PI 372+13.80

D

R = 1,500.00'

T = 153.82'

L = 306.57'

Curve = MAIN-51

PI 376+50.37

D

R = 1,300.00'

T = 125.03'

L = 249.29'

Offset= 50.000 LT

Sta= 370+59.986

Offset= 33.000 LT

Sta= 370+59.986

Offset= 33.000 LT

Sta= 373+16.240

Offset= 50.000 LT

Sta= 373+16.240 Offset= 50.000 LT

Sta= 373+66.553

Offset= 51.294 LT

Sta= 377+52.048

Offset= 34.294 LT

Sta= 377+52.149

Offset= 33.000 RT

Sta= 373+64.517

Offset= 50.000 RT

Sta= 373+64.493

Offset= 33.000 RT

Sta= 373+23.612

Offset= 50.000 RT

Sta= 373+23.108

Offset= 32.558 RT

Sta= 376+00.193

Offset= 39.558 RT

Sta= 376+00.231

S T E E L

S

T R

A N

D B

W 7 P

E R

C E

N T G

R A

D E

O B J E

C T M

A R

K E

R S

A S

H L E

Y N

A T F

O R

E S

T

ASHLEY NATIONAL FORESTCAMPI

NG

DAY 1

6 D

AYS

X

X

X

X

X

X

X

X

S T

E E

L

S T

E E

L

S T

E E

L

X

X

P T

.6

P C

.4

P T

.9

P C

.2

P T

.1

P O

T

.1

S T E E L

S

T R

A N

D B

W 7 P

E R

C E

N T G

R A

D E

O B J E

C T M

A R

K E

R S

A S

H L E

Y N

A T F

O R

E S

T

ASHLEY NATIONAL FORESTCAMPI

NG

DAY 1

6 D

AYS

X

X

X

X

X

X

X

X

S T

E E

L

S T

E E

L

S T

E E

L

X

X

V P I

E L

,0

.0

+9.

0%

+6.5 13%

329' VC

V P I

E L

,0

.0

+9.

0%

+6.5 13%

329' VC

K = 114

SSD = 538'

,1

.1

,1

.1

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

Superelevation Diagram

UT

3 -2.00%-2.00%-3.80%

5.40%

-5.40%

384+12

4.00%

-4.00%

377+00 378+00 379+00 380+00 381+00 382+00 383+00 384+00

384+00 385+00

C16

200'100'0

Scale in Feet

Profile grade and axis of rotation

LT EOP

RT EOP

Profile grade

Existing ground

Riprap ditch, Lt.

a n d R ip r a p

C la s s R

T w it h e n d s e c ti o n s L

T a n d R

T

I n s ta ll x

C

M P

See D2 for parking lot details e = 5.4 e = 4.0

APN: 03-073-0001

SHIRLEY R MERKLEY

CLIFTON D MERKLEY

FOREST

NATIONAL

ASHLEY

E 2175895.94

N 7391252.39

End Reconstruction

End Project

Station 385+53.19

Curve = MAIN-52

PI 381+28.76

D

R = 550.00'

T = 133.27'

L = 261.50'

Curve = MAIN-53

PI 384+12.19

D

R = 600.00'

T = 15.96'

L = 31.92'

Do not disturb cattleguard.

Cattleguard to be replaced prior to construction.

Offset= 51.294 LT

Sta= 377+52.048

Offset= 34.294 LT

Sta= 377+52.149

Offset= 31.637 LT

Sta= 379+98.938

Offset= 34.483 RT

Sta= 380+21.380

Offset= 40.958 RT

Sta= 380+24.028

Taper paved width from 24' to 16'

Sta. 384+28.15 to Sta. 385+53.19

P O

T

.0

P C

.4

P O

T

.2

P O

T

.0

P C

.0

PT 600+

75.61

601+

PO

T 601+

81.42

P O

T

.0

0PT 600+

75.61 601+

PO

T 601+

81.42

V P I

E L

,8

.6

+4.29 3% -1.423%

,8

.1

,8

.2

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts D

M in o r P

P D

J C

F .d g n

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Taylor Mountain Road

UT FLAP 2500(1)

100'50'0

Scale in Feet

100'50'0

Scale in Feet

D1

Curve = AP350-1

PI 600+48.88

R = 60.00'

D

T = 31.87'

L = 58.60'

D

Curve = AP302-1

PI 501+04.83

R = 100.00'

T = 27.39'

L = 53.46'

6,870

6,865

6,860

6,855

6,850

6,845

6,840

6,880

6,875

6,440

6,880

6,875

6,870

6,865

6,860

6,855

6,850

6,840

6,845

6,885 6,885

6,420

6,415

6,410

6,405

6,400

6,425

6,430

6,435

6,420

6,415

6,410

6,405

6,400

6,425

6,430

6,435

6,440

351+00

350+00

349+00

2+

R=25'

Approach road 600+00

Mainline 350+58.33

End approach road

Sta. 601+81.42

End approach road

Sta. 501+04.25

Approach road 500+00

Mainline 302+72.04

R=25'

AP302 AP350

600+00 601+81.42

Existing ground

6,395 6,395

Match existing sta 501+04.25

Profile grade

Existing ground Profile grade

Match existing sta 601+81.42

500+00 501+04.25 601+00

Approach road 500+00

Mainline 302+72.04=

Approach road AP302

Approach road 600+00

Mainline 350+58.33=

Approach road AP350

-7.600%

+5.0 21%

,4

.4

V P I

E L

,4

.9

V P I

E L

,4

.6

-2.000%

R=50'

S T E E L

S

T R

A N

D B

W

P

E R

C E

N T G

R A

D E

O B

JE

C T M

A R

K E

R S

A S

H L E

Y N

A T F

O R

E S

T

ASHLEY NATIONAL FOREST

CAM

PI

NG

DAY

D

AYS

X

X

X

X

X

X

X

X 6S

T E

E L

S T

E E

L

S T

E E

L

X

X

POT 700+00.00

700+00

PC 7

00+

23.

P C

C

.9

P C

C

.7

P T

.1

P C

.6

PT 704+20.27

POT 704+31.02

V P I

E L

,0

.7

+5.3 87%7

,0 .0

V P I

E L

,0

.6

+9.

4%

+4.00 0%

V P I

E L

,0

.8

+4.00 0%

V P I

E L

,0

.5

+8.5

+2.405%

,0

.8

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts D

M in o r P

P D

J C

F .d g n

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

Taylor Mountain Road

UT FLAP 2500(1)

100'50'0

Scale in Feet

D2

8,005

7,085

7,080

7,075

7,070

7,065

7,090

7,095

8,000

7,060

PARKING

8,005

8,000

7,095

7,090

7,085

7,080

7,075

7,070

7,065

7,060

Existing ground

Profile grade

704+36.78

PARKING 704+31.02

Mainline 383+79.86=

PARKING 700+00

Mainline 380+47.45=

700+00 701+00 702+00 703+00

PARKING 704+31.02

Mainline 383+79.86=

PARKING 700+00

Mainline 380+47.45=

50'R

R

4.7 'R

Curve = PARKING-1

PI 700+66.17

D

R = 40.00'

T = 42.84'

L = 65.58'

Curve = PARKING-2

PI 701+98.45

D

R = 623.23'

T = 109.55'

L = 216.89'

R = 50.00'

Curve = PARKING-3

PI 703+16.61

D

T = 10.82'

L = 21.32'

R = 15.00'

Curve = PARKING-4

PI 704+12.92

D

T = 9.30'

L = 16.65'

.3

R

.0

R

R

20'R

4.7'R

Replace material with embankment material.

Excavate rock 5' below finish grade.

Construct 10'x20' pad for forest sign.

reset on pad by Forest.

Sign will be removed and

See Sheets Y10-Y29

Place 6" of aggregate base on contractor staging in parking lot.

2. See section 105.04 of the SCRs for details

See Y10-Y29 for parking lot cross-sections.

1. Place 6" of aggregate base on parking lot.

NOTE:

Begin asphalt pavement

Sta. 704+08.60

End asphalt pavement

Sta. 700+21.01

ASHLEY

NATIONAL

FOREST

APN: 03-073-0001

SHIRLEY R MERKLEY

CLIFTON D MERKLEY

ASHLEY

NATIONAL

FOREST

TEMPORARY CULVERT

SECTION B-B

PLAN

Ø embankment

Roadway embankment

Roadway

Temporary culvert backfill

Subgrade

Bedding backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits

Permanent culvert

Roadway centerline

A

A

BB

Flow

Natural ground

D e te rm in e d

T o B

Natural Channel

Bedding

SECTION A-A

SANDBAG BARRIER

Sandbags

7.

6.

5.

4.

3.

2.

1.

backflow into natural channel temporary barrier and prevent

Use sandbags to construct

DIVERSION

diversion channel is included in the Dewatering pay item.

All materials and work required for installation of temporary dissipator, geotextile mats, etc.

system including temporary culvert, assoicated fill, energy

Remove all dewatering components upon removal of dewatering

Construct dewatering pipe at a minimum of 0.5 percent grade.

wetlands and the pipe.

temporary pipe over the wetlands, install a geotextile between the possible when installing the dewatering cluvert. If spanning the

Reduce temporary impacts to the wetlands to the greatest extent must meet a Q2 flow of 14 cubic feet per second.

elbows, connections, energy dissipators at outlet, etc. Bypass pipes

Contractor is responsible for sizing all pumps, dams, bypass pipes, saturated soils in the stream after dewatering.

stream is conducted. Geotextile mats may be used for work on

The dewatering system must be in place before any work in the

Dewatering Plan.

control measures, and anticipated stream flow volumes in the

Include layout, methods, equipment, soil erosion and sediment

Dewatering Plan to the CO as required by SCR Section 157.

Dewatering is the responsibility of the Contractor. Submit a

STATE PROJECT

NUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

UT

FEDERAL LANDS HIGHWAY

SPECIAL

U.S. CUSTOMARY SPECIAL

157-A

U

S

U

T u t2

R o a d w a y C

A D

D S h e e ts E S

P A .d g n

Taylor Mountain Road

UT FLAP 2500(1)

E1

DIVERSION

TEMPORARY

P

J u n e

NOTE:

channel

Temporary diversion

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

REVISED: 08/2014

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

P

M N U

T u t2

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 k e ll y .t e r r e ll

F1

Stabilization geogrid

See typical sections for structural section

Finished grade

Backfill with material according to Section 204

TYPICAL SECTION

SUBEXCAVATION

BENCH DETAIL

Total subexcavation width

Width of need according to Section 204

Backfill with material structural section

See typical sections for

Finished grade geotextile, class 1, type B

Separation-stablization

STATE PROJECT

P

M N U

T u t2

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

U.S. DEPARTMENT OF TRANSPORTATION

REVISED:

DETAIL

U.S. CUSTOMARY DETAIL

DETAIL APPROVED FOR USE

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

NUMBER

SHEET

P

M N U

T u t2

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 k e ll y .t e r r e ll

F2

EMBANKMENT BENCHING

204-A

NOTE:

2.

1.

EMBANKMENT BENCHING

8' bench height (typ.)

Top of subgrade bench height.

meet 12' minimum bench width and 8' typical

Bench into existing slope as necessary to

1V:3H or flatter.

Benching is not required for ground sloped at

12' (min.)

See Note 2

Proposed em bankm ent slope

Existing ground

Height varies pattern benching

Typical

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

D S h e e ts F C .d

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

UT

NO SCALE 204-B

DEEP PATCH

2% min.

FULL WIDTH DEEP PATCH

1' max.

see Special 605-A sheetdrain, Geocomposite

3.

2.

1.

NOTE:

Construct Deep Patch in accordance with Section 261.

Backfill material conforming to Subsection 704.03 (b)

F3

(Deep Patch).

are included in item 20420-0000 Embankment Construction

Pay for excavation, sheetdrains, geogrid, and backfill material according to Sections 157, 624, and 625.

Furnish erosion control, topsoil, and seeding and mulching

:1 m a x

1:

1:4

:2 m a x

Reinforcement geogrid, Type 1 (typ.)

2'

STATE PROJECT

P

M N U

T u t2

R o a d w a y C

A D

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

CENTRA…